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HomeMy WebLinkAboutzS-2961SetE 9 n K., 3 6 �a a O Ln n n 0- wZ N cc) U� of + 40 Y r Z 8 O JIME 111118 2 O N K F AS w BUILT of 2 2 IW 2 • 2004, t s OPEN,� . 310' 311 312 313 FF 260.85 FF 26L65 26235 EX SSMH 470 EXISTING SIDE � SEWER TYP _ Ex. r2 so 14 1 IW NOTE.• SEE LIBERTY RIDGE PHASES IVA AND IW CONSTRUC710N PLAN SET FOR SIDE SEWER IN A7 FOR L075 310 -31& , TWP. 23 N., RGE. 5 E., W.M. 314 I 315 263.35 VF 26385 EX.B SS 17 �m EXISANG DEVELOPMENT LIBERTY RIDGE PHASE IV —T_ w y c J_ x = , 17 a 317 318 264.85 CD y �' 2664 -_ rC SSMH 409 n N a- 0 w O o m > zw Z to fA W Q W OZ z� y �Q �z � > �> Q' U) Ck, Q Ld W W X m (n J= 3: W LLj p a V) z_ cif QQ z Q C/') wZ N cc) U� of + 40 Y r Z 8 O JIME 111118 2 O N K F AS w BUILT of 2 2 IW 2 • 2004, t s OPEN,� . 310' 311 312 313 FF 260.85 FF 26L65 26235 EX SSMH 470 EXISTING SIDE � SEWER TYP _ Ex. r2 so 14 1 IW NOTE.• SEE LIBERTY RIDGE PHASES IVA AND IW CONSTRUC710N PLAN SET FOR SIDE SEWER IN A7 FOR L075 310 -31& , TWP. 23 N., RGE. 5 E., W.M. 314 I 315 263.35 VF 26385 EX.B SS 17 �m EXISANG DEVELOPMENT LIBERTY RIDGE PHASE IV —T_ IFL a SCALE: 1" = 40' 0 20 40 80 NOTE.• ALL EVS77NG TOPOGRAPHY PROVIDED BY M.A. SEGALE, INC. AND R/NGEL AND ASSOCIATES NOTE: ALL EXlS71NG INFORMATION FOR ER/ AND MW SSMH S WAS PROVIDED BY R/NGEL AND ASSOCIATES. NOTE., ALL PROPOSED SSMH S SHALL BE 48'0 UNLESS 07HERWISE /NDICA HORIZONTAL DATUM: NAD 1983/1991 BASIS OF BEARINGS HELD BEARING OF NOIV5'10'E BETWEEN THE NORTHWEST CORNER OF SEC77ON 16, TWN. 23N, RGE. 5E., W.M., (CITY OF RENTON MON. P12) AND 774E WEST QUARTER CORNER MONUMENT OF SAID SEC71ON 16. THE BEARING IS DERIVED FROM STATE PLANE COORDINATES FOUND IN THE CITY OF RENTON SURVEY CONTROL NETWORK AND CORROBORATED BY VARIOUS RECORD OF SURVEYS IN THE IMMEDIATE AREA. VER77CAL DATUM. NAVD 1988 BENCHMARKS ORIGINA77NG BENCHMARK: CITY OF RENTON MONUMENT 1612 — TOP OF MONUMENT IN CASE. ELEVA77ON 260.068.' BENCHMARK 11 — 'X' IN SIDEWALK AT SE. QUADRANT OF IN7ERSECRON OF N.E. 3RD ST. AND EDMONDS AVE. N.E. ELEVA77ON 27248' BENCHMARK 12 — TOP OF MONUMENT AT THE WEST QUARTER CORNER OF SECRON 16, TWN. 23N., RGE. 5E., W.M. ELEVA77ON 31280.' BENCHMARK 13 — TOP OF 1 -114' REBAR AT THE NORTHWEST SIDE OF A SET OF 6 POWER POLES BETWEEN TWO (2) RETENTION/ DETEN77ON PONDS APPROXIMATELY 950' EAST OF WEST QUARTER CORNER OF SEC77ON 16. ELEVA77ON 259.77' Checked for Compliance to City Standards I -0 Ci7; :�('�(" lol 1� TRIAD ASSOCIATES 11814115th Ave. NE Kepla"d. WA 980346923 425.821.8448 425 821 3481 fax 800.488.0756 Lae flee .&m ^^mm ti U4 0 V \ Q2 QQ Q Q a Zt �. 5 W Q ~ W cc > m 2 Q \ 0 � J 'a Q O y � v o Y DOVALD d MLL. PE PROM XMGER BRADLEY T. FREEMAN, PIS PR018Cf SURVEYOR MAZY A BELl£$ PE PROM ENGINM PM SUBMMAL DATE: 11 11102 SCALE: BO®L: 1' -40' VWa 1=4' EXPIRES: 4 /26/03 $ 12/161m SfAIIP NOT VALID DNfB55 SIGNED AND DATED JOB NO. 00_022 SIRM NO. 250E 44 ®2002 TRIAD ASSOCIATES L U A 0 0 12 SCANNED MAR 2.003 j y c x = , 316 a a 317 318 264.85 26545 y �' 2664 -_ rC SSMH 409 n N IFL a SCALE: 1" = 40' 0 20 40 80 NOTE.• ALL EVS77NG TOPOGRAPHY PROVIDED BY M.A. SEGALE, INC. AND R/NGEL AND ASSOCIATES NOTE: ALL EXlS71NG INFORMATION FOR ER/ AND MW SSMH S WAS PROVIDED BY R/NGEL AND ASSOCIATES. NOTE., ALL PROPOSED SSMH S SHALL BE 48'0 UNLESS 07HERWISE /NDICA HORIZONTAL DATUM: NAD 1983/1991 BASIS OF BEARINGS HELD BEARING OF NOIV5'10'E BETWEEN THE NORTHWEST CORNER OF SEC77ON 16, TWN. 23N, RGE. 5E., W.M., (CITY OF RENTON MON. P12) AND 774E WEST QUARTER CORNER MONUMENT OF SAID SEC71ON 16. THE BEARING IS DERIVED FROM STATE PLANE COORDINATES FOUND IN THE CITY OF RENTON SURVEY CONTROL NETWORK AND CORROBORATED BY VARIOUS RECORD OF SURVEYS IN THE IMMEDIATE AREA. VER77CAL DATUM. NAVD 1988 BENCHMARKS ORIGINA77NG BENCHMARK: CITY OF RENTON MONUMENT 1612 — TOP OF MONUMENT IN CASE. ELEVA77ON 260.068.' BENCHMARK 11 — 'X' IN SIDEWALK AT SE. QUADRANT OF IN7ERSECRON OF N.E. 3RD ST. AND EDMONDS AVE. N.E. ELEVA77ON 27248' BENCHMARK 12 — TOP OF MONUMENT AT THE WEST QUARTER CORNER OF SECRON 16, TWN. 23N., RGE. 5E., W.M. ELEVA77ON 31280.' BENCHMARK 13 — TOP OF 1 -114' REBAR AT THE NORTHWEST SIDE OF A SET OF 6 POWER POLES BETWEEN TWO (2) RETENTION/ DETEN77ON PONDS APPROXIMATELY 950' EAST OF WEST QUARTER CORNER OF SEC77ON 16. ELEVA77ON 259.77' Checked for Compliance to City Standards I -0 Ci7; :�('�(" lol 1� TRIAD ASSOCIATES 11814115th Ave. NE Kepla"d. WA 980346923 425.821.8448 425 821 3481 fax 800.488.0756 Lae flee .&m ^^mm ti U4 0 V \ Q2 QQ Q Q a Zt �. 5 W Q ~ W cc > m 2 Q \ 0 � J 'a Q O y � v o Y DOVALD d MLL. PE PROM XMGER BRADLEY T. FREEMAN, PIS PR018Cf SURVEYOR MAZY A BELl£$ PE PROM ENGINM PM SUBMMAL DATE: 11 11102 SCALE: BO®L: 1' -40' VWa 1=4' EXPIRES: 4 /26/03 $ 12/161m SfAIIP NOT VALID DNfB55 SIGNED AND DATED JOB NO. 00_022 SIRM NO. 250E 44 ®2002 TRIAD ASSOCIATES L U A 0 0 12 SCANNED MAR 2.003 �I , Vj N L` z O X X r P O R, K rC o n N 0 w O o m C � to fA y � �I , Vj N L` a I� • • R 0p H z W � 5 r O O Y Z �J�iL a S f a I a iiii n z O V) 0 z Asob BUI L 7 P 1s Cv �f CrStFC4�,JF , AL LAros �`k / W Q Z L4 C Q 2 - Z004 / ' PT =IQ, 344 FT 267.85 ,a ` INT 6 +08.49 ALLEY H ' a = 2+08.00 ALLEY/ a 345 as v NN �o a a as a a 346 VF 266.65 347 '.: 265.75 NOTE SEE LIBERTY RIDGE PHASES IVA AND IM CONSTRUCTION PLAN SET FOR SIDE SEWER /NFORMA77ON FOR L07S 346 -358. 321 VT 270.05 = Jr,o.4L H L..I 22 +46.41 44.34 LT /0.42' J 19 +95, 23 L.F. 334 17 ti CD 6" 1E 261.9 343 342 341 340 a- 338 _ L. Lj > zz 271.75 Q 0 ACCESS w Z z ::D Q �z 6" 1E 262.4 324 22 +99, 23 L.F. EASEMENT 23 +00, 39 L.F. w 6" 1E 264.5 - 349 r I) Ld w x Q 356 357.. 't t 358 PF-266-575 L LJ p d FF 269.85 Z 269.55 ry 26835 ,, '26a05, 26895 1 ry -_ I 6' 1E 264.5 _ -- 24 +60, 24 L.F. 342 Z 6° 1E 264.5 Q 6° IE 260.6 PHA E in - R 0p H z W � 5 r O O Y Z �J�iL a S f a I a iiii n z O V) 0 z Asob BUI L 7 P 1s Cv �f CrStFC4�,JF , AL LAros �`k / W Q Z L4 C Q 2 - Z004 / ' PT =IQ, 344 FT 267.85 ,a ` INT 6 +08.49 ALLEY H ' a = 2+08.00 ALLEY/ a 345 as v NN �o a a as a a 346 VF 266.65 347 '.: 265.75 NOTE SEE LIBERTY RIDGE PHASES IVA AND IM CONSTRUCTION PLAN SET FOR SIDE SEWER /NFORMA77ON FOR L07S 346 -358. 321 VT 270.05 = Jr,o.4L H LLr i 22 +46.41 44.34 LT /0.42' 319 19 +95, 23 L.F. 334 24 +71, 39 L.F. ti zH 6" 1E 261.9 343 342 341 340 339 338 267.75 F 268.45 I 321 336 271.75 6" 1E 262.2 20' PR/VA ACCESS 21 +56, 23 L.F. 337 23 +20, 39 L.F. AND PUBUC U77LITY 6" 1E 262.4 324 22 +99, 23 L.F. EASEMENT 23 +00, 39 L.F. w 6" 1E 264.5 - 349 35 0 m I) I I . 23 N., RGE. 5 E., W.M. 325 326 111 327 1 328 27235 "O27235 ' 27275 F7777m i PC = 24 +9: 336 335 `x34 269.75 269.55 , . `2b9.75 333 270.35 273.35 / r ✓ lN T 26, 20 +: G/ _EX. 15' SANITARY SEWER EASEMENT PT 19 +43.78 R•s SEE SHEET 31 S LOT # SIDE SEWER LOT / SIDE SEWER 319 19 +95, 23 L.F. 334 24 +71, 39 L.F. 6° IE 260.6 zH 6" 1E 261.9 320 20 +96, 23 L.F. 335 24 +00, 39 L.F. 6" 1E 261.4 ° 6" 1E 261.7 321 21 +36, 23 L.F. 336 23 +80, 39 L.F. 6" 1E 262.2 6° 1E 261.9 322 21 +56, 23 L.F. 337 23 +20, 39 L.F. 6" 1E 263.0 6" 1E 262.4 324 22 +99, 23 L.F. 338 23 +00, 39 L.F. w 6" 1E 264.5 34 8 349 35 0 m 351 352 353 354 355 356 357.. 't t 358 PF-266-575 267.65 268.75 269.45 FF 269.85 269.65 269.55 268.95 26835 ,, '26a05, 26895 1 I -_ I 6' 1E 264.5 _ -- 24 +60, 24 L.F. 342 21 +40, 39 L.F. 6° 1E 264.5 6° IE 260.6 PHA E W1 - - _� - �r 6' 1E 264.5 6" IE 259.9 330 25 +30, 22 L.F. 344 20 +34 39 L.F. 6" 1E 265.5 6" 1E 260.0 333 , 345 20 +55, 39 L.F. 6' 1E 262.5 6° 1£ 259.5 6' PVC SIDE SEWERS ARE STA17ONED FROM EX /STING DEVELOPMENT UBERTY RIDGE PHASE /V / r ✓ lN T 26, 20 +: G/ _EX. 15' SANITARY SEWER EASEMENT PT 19 +43.78 R•s SEE SHEET 31 S LOT # SIDE SEWER LOT / SIDE SEWER 319 19 +95, 23 L.F. 334 24 +71, 39 L.F. 6° IE 260.6 zH 6" 1E 261.9 320 20 +96, 23 L.F. 335 24 +00, 39 L.F. 6" 1E 261.4 ° 6" 1E 261.7 321 21 +36, 23 L.F. 336 23 +80, 39 L.F. 6" 1E 262.2 6° 1E 261.9 322 21 +56, 23 L.F. 337 23 +20, 39 L.F. 6" 1E 263.0 6" 1E 262.4 324 22 +99, 23 L.F. 338 23 +00, 39 L.F. w 6" 1E 264.5 6" 1E 263.9 325 23 +60, 23 L.F. 339 22 +45, 39 L.F. 6° 1E 264.5 6" 1E 2678 326 23 +80, 23 L.F. 340 22 +20, 39 L.F. 6' 1E 264.5 6" 1E 262.0 327 24 +22, 24 L.F. 341 21 +60, 39 L.F. 6' 1E 264.5 6" 1£ 261.4 328 24 +60, 24 L.F. 342 21 +40, 39 L.F. 6° 1E 264.5 6° IE 260.6 329 25 +21, 22 L.F. 343 20 +80, 39 L.F. 6' 1E 264.5 6" IE 259.9 330 25 +30, 22 L.F. 344 20 +34 39 L.F. 6" 1E 265.5 6" 1E 260.0 333 25 +26. 39 L.F. 345 20 +55, 39 L.F. 6' 1E 262.5 6° 1£ 259.5 6' PVC SIDE SEWERS ARE STA17ONED FROM INDEX AVENUE SE W LL 10 Q Q aW Q 3 TRIAD ASSOCIATES 11814115th Ave. NE KMdwd, WA 9803441923 425.821.8448 425.821.3481 fax 800.488.0756Id1Rae ..IflaEasvoe.mm O ti Z X O , 2 W y N07E.• ALL EXIS77NG :INFI.ORMARON FOR ER/ AND MWD SSMH WAS PRO14DED BY R/NGEL AND ASSATES Z 4 2 NOTE• ALL EXISTING R9POGRAPHY W a PRONDED BY M.A. SEGALE, INC. W AND R/NGEL AND ASSOCIATES Z rg NO7E.• ALL PROPOSED SSMH S SHALL Q LL BE 4800 UNLESS OTHERWISE IND ICATED w � HORIZONTAL DATUM: NAD 1983/1991 BASIS OF BEARINGS.- HELD BEARING OF N01Y15'10'E BETWEEN THE NORTHWEST CORNER OF SECTION 16, TWN. 23N., RGE. 5E, W.M., (CITY OF RENTON MON. 1612) AND THE WEST QUARTER CORNER MONUMENT 9 OF SAID SECTION 16. THE BEARING 15 DERIVED FROM STATE PLANE a. COORDINATES FOUND IN THE CITY OF RENTON SURVEY CON7ROL pj ; NETWORK AND CORROBORATED BY VARIOUS RECORD OF SURVEYS IN THE IMMEDIATE AREA. WR77CAL DATUM: NAVD 1988 BENCHMARKS OR/C/NA RNG BENCHMARK: CITY OF RENTON MONUMENT %612 - TOP C OF MONUMENT IN CASE. ELEVA77ON 260.068.' 6 BENCHMARK J1 - 'X' IN SIDEWALK AT SE. QUADRANT OF E IN7ERSECT7ON OF N.E. 3RD ST. AND EDMONDS AVE. N.E. ELEVA7701V 0 27248.' g BENCHMARK /2 - TOP OF MONUMENT AT THE WEST QUARTER CORNER OF SEC71ON 16, TWTd. 23N., RGE. 5E., W.M. ELEVA77ON 31280.' q BENCHMARK /J - TOP OF 1 -114" REBAR AT THE NORTHWEST SIDE OF A SET OF 6 POWER POLES BETWEEN TWO (2) RE7EN77ON1 DE7ENT70N PONDS APPROXIMATELY 950' EAST OF WEST QUARTER CORNER OF SEC77ON 16. ELEVA77ON 259.77' ° DOVAlD.L K//, PE PROJECT MANAGER a%W EY T. FREEWAN, PIES PROJECT SURVEYOR MARK A REEK4 PE PROJECT ENGD'ODIB PROJECT LUMSCAPE ARCffi'f&Cf FIRST SDBIU'ITAL DATE: 11/1/02 SCALE: 90ID8:1 -40' Yw.:1• =4' Checked for Compliance to City Standards EXPIRES: 4/26/03 12/16/02 STAMP NOT VALID UMM SIGNED AND DATED JOB NO. 00_022 SHEET NO. 260F 44 02002 TPoAO ASSOCIATES U:t� U A 0 0 1 2 SCAANEIGMO�e�� <J II I N z tv X X zH O K ° 8 x O OU m >< ' m� w � <J II I N Ln L/7 n n �4S - ,BU /L T I 4.1 w 0O qi i J_ y E�-14 17 382 � O vv F + N O O Of r >' Z v n j 5 +27.df, 69 6' IE 271.0 2eb.as > Z I-- w Q w 6' IE 272.5 378 l 28285 / C) Z Z N (Y Q m 6' IE 274.0 �7-> 4 +09, 35 L.F. o Of UI ry LY LLJ w I� M (wil 387 5 +53, 25 L.F. J= W W In Cr) C/-) SE 3RD STREET ry ry Z Q 4.1 o 0O qi i gig y E�-14 ,�• 382 � �J W vv F + N O O 5 r >' Z v V 21t 5.92, 633 LT j 5 +27.df, 69 #� H JIME z O Cn 6 z 2-2004 341 340 i 381: t r/ i 1 1 1. t6' PVC SIDE;! SEE TABLE, A SHEET (TYP),' 323 SIDE SEWER LOT qi i gig y JIME z O Cn 6 z 2-2004 341 340 i 381: t r/ i 1 1 1. t6' PVC SIDE;! SEE TABLE, A SHEET (TYP),' 323 SEE SHEET 26 INT 1 +00.00 SE 3RD STREET = 22 +57.89 INDEX AVE SE 339 •4=1 t PC = 1 +38.06 t1t A 376 374 JET 27505 cl 338 , TWP. 23 N., RGE. 5 E., W.M. \�`: `\ •� - 280 t �`. 1 t SIDE SEWER LOT PUBLIC UTILITY ! p� EMENT TYP ,�• 382 � ; F 275.35 \ �Ff 377 378 / j S.SUH 708 ti V 21t 5.92, 633 LT j 5 +27.df, 69 SEE SHEET 26 INT 1 +00.00 SE 3RD STREET = 22 +57.89 INDEX AVE SE 339 •4=1 t PC = 1 +38.06 t1t A 376 374 JET 27505 cl 338 , TWP. 23 N., RGE. 5 E., W.M. \�`: `\ •� - 280 t �`. 1 t — SIDE SEWER LOT PUBLIC UTILITY ! p� EMENT TYP ,�• 2 � V7 d y 6' IE 2675 377 378 / j S.SUH 708 ti PF279,851 '; j 5 +27.df, 69 6' IE 271.0 2eb.as 2 +87, 35 L.F. 384 Y / — SIDE SEWER LOT PUBLIC UTILITY ! p� EMENT TYP ,�• iPT 4 +45 66 y� 6' I£ 263.8 V7 d y 6' IE 2675 377 378 / j S.SUH 708 276.85 PF279,851 '; j 5 +27.df, 69 6' IE 271.0 379 r .21 5A 2 +87, 35 L.F. 384 3 +79, 29 L.F. 6' IE 269.0 380 6' IE 272.5 378 l 28285 / \ Yol Wd LOT SIDE SEWER LOT SIDE SEWER 323 1 +95, 30 L.F. 382 2 +71, 29 L.F. 6' I£ 263.8 V7 d y 6' IE 2675 376 2 +27, 31 L.F. 383 3 +22, 27 L.F. { 0 6' I£ 267.2 6' IE 271.0 377 2 +87, 35 L.F. 384 3 +79, 29 L.F. 6' IE 269.0 6' IE 272.5 378 3 +55, 33 L.F. 385 4 +35, 27 L.F. N 6' IE 272.0 m 6' IE 274.0 379 4 +09, 35 L.F. 386 5 +27, 34 L.F. y 6' IE 2735 6' IE 2770 381 2 +18, 31 L.F. 387 5 +53, 25 L.F. 6- IE 266.0 6' IE 278.5 6' PVC SIDE SEWERS ARE STATIONED FROM SE 3RD STREET NOTE: ALL ENS17NO TOPOGRAPHY FRONDED BY M.A. SEGALE, INC. AND R/NGEL AND ASSOCIATES NOTE' ALL CXIS17NG INFORMATION FOR ER/ AND MAD SSMH S WAS FRONDED BY R/NGEL AND ASS(CIATES NOTE. ALL PROPOSED SSMH S SHALL BE 48 "0 UNLESS 07HERWISE INDICATED, HORIZONTAL DATUM: NAD 198311991 BASIS OF BEARINGS: HELD BEARING OF NO1T75'10'E BETWEEN THE NORTHWEST CORNER OF SEC77ON 16, TWN. 23N., RGE. 5E., W.M., (CITY OF RENTON MON. 1612) AND 774E WEST QUARTER CORNER MONUMENT OF SAID SEC77ON 16. 774E BEARING IS DERIVED FROM STATE PLANE COORDINATES FOUND IN THE CITY OF RENTON SURVEY CONTROL NETWORK AND CORROBORATED BY VARIOUS RECORD OF SURVEYS IN 774E IMMEDIATE AREA. VER77CAL DATUM: NAM 1988 BENCHMARKS ORIGINA77NG BENCHMARK: CITY OF RENTON MONUMENT 1612 - TOP OF MONUMENT IN CASE. ELEVA77ON 260.068.' BENCHMARK 11 - "X' IN SIDEWALK AT S.E. QUADRANT OF INTERSEC77ON OF N.E. 3RD ST AND EDMONDS AVE N.E. ELEVA77ON 27248.' BENCHMARK 12 - TOP OF MONUMENT AT THE WEST QUARTER CORNER OF SEC77ON 16, THIN. 23N., RGE. 5E., W.M. ELEVA77ON 31280.' BENCHMARK 13 - TOP OF 1 -114' REBAR AT THE NORTHWEST SIDE OF A SET OF 6 POWER POLES BETWEEN TWO (2) RETEN770NI DETENTION PONDS APPROXIMATELY 950' EAST OF WEST QUARTER CORNER OF SEC71ON 16. ELEVA77ON 259.77' TRIAD ASSOCIATES 11814115th Ave. NE Wrldar 1, WA 980346923 425.821.6448 425.821.3481 fax 800.488.0756 toll free wv Anadase0o.w. O ti W � 2 1i, x 3 4 Q W Q Q W Iq � Q aop. W �PC y y y qlz 0 ~ Lu LL 2 Q 0 V c�i § X aOW1L0 d htlLL PE FROM i[AMIGIR eRAaL£Y T. RIEzuAK as PROJECT SURYIYOR MARK A Ra-v= PE FROWT INGRM PROIICI' IANDSCAPE HERIT&Cf RM SUDAUTTAL DATE: 11 11102 SCAIB: 1008.: /X40' MU.:1' =4' Checked for Compliance to City Standards ba -t -oa OL EXPIRES: 4/25/03 12/16/4!1 STAMP NOT VAUD UNUMS SIGNED AND DATED JOB NO. 00 -022 SST NO. 270P 44 i ®2002 TRIAD ASSOCIATES 0 0 1 2 16/03 SCANNED A - I P01. NAP -0 -w a s A O X C X �r V7 d y R, K { 0 O m 8x Now o tj0 t�x1 n m� N m o y A 16, TWP. 23 N., RGE. 5 E", W.M. SCALE: 1" = 40' 0 20 40 80 LOT ,f SIDE SEWER LOT i SIDE SEWER 388 6 +03, 25 L.F. 394 9 +73, 25 L.F. 6' 1E 281.5 6' 1£ 288.5 389 6 +63, 25 L.F. 395 �s 6' IE 262.7 6" 1E 290.0 390 7 +53, 25 L.F. 400 8 +67, 37 L.F. V) 6' 1E 284.2 6" 1£ 266.5 391 7 +7J 25 L.F. W J_ 8 +47, 37 L.F. � 6' I£ 285.2 6" 1E 2835 392 0 411 6 +65, 37 C.F. Ir T 6' IE 283.1 393 8 +8J 25 L.F. 412 6 +31, 37 L.F. > Z I— 6" IE 277.5 6' W Q W SE 3RD STREET CD 0 W 0Z Z (­�' Fy Q �> I o V) rr- ry W 7 mN I = LLJ W cn (n Z Q u-E 16, TWP. 23 N., RGE. 5 E", W.M. SCALE: 1" = 40' 0 20 40 80 LOT ,f SIDE SEWER LOT i SIDE SEWER 388 6 +03, 25 L.F. 394 9 +73, 25 L.F. 6' 1E 281.5 6' 1£ 288.5 389 6 +63, 25 L.F. 395 9 +83 27 L.F. 6' IE 262.7 6" 1E 290.0 390 7 +53, 25 L.F. 400 8 +67, 37 L.F. 6' 1E 284.2 6" 1£ 266.5 391 7 +7J 25 L.F. 401 8 +47, 37 L.F. 6' I£ 285.2 6" 1E 2835 392 6 +63, 25 L.F. 411 6 +65, 37 C.F. 6" IE 286.2 6' IE 283.1 393 8 +8J 25 L.F. 412 6 +31, 37 L.F. 6" IE 2871 6" IE 277.5 6' PVC SIDE SEWERS ARE STA77ONED FROM SE 3RD STREET HORIZONTAL DATUM: NAD 198311991 BA575 OF BEARINGS HELD BEARING OF N01105'10 1E BETWEEN THE NORTHWEST CORNER OF SECTION 16, TWN. 23N., RGE. 5E., W.M., (CITY OF RENTON MON. #'612) AND THE WEST QUARTER CORNER MONUMENT OF SAID SECTION 16. THE BEARING IS DERIVED FROM STATE PLANE COORDINATES FOUND IN 774£ CITY OF RENTON SURVEY CONTROL NETWORK AND CORROBORATED BY VARIOUS RECORD OF SURVEYS IN THE IMMEDIATE AREA. VER77CAL DATUM: NAVD 1988 BENCHMARKS ORIGINA 77NG BENCHMARK: CITY OF RENTON MONUMENT 1612 — TOP OF MONUMENT IN CASE. ELEVA 77ON 260.068.' BENCHMARK 11 - '.Y' IN SIDEWALK AT SE. QUADRANT OF INTERSECTION OF N.E. 3RD ST. AND EDMONDS AVE. N.E. ELEVA77ON 27248.' BENCHMARK 12 - TOP OF MONUMENT AT THE WEST QUARTER CORNER OF SECTON 16, TWN. 23N., RGE. 5E., W.M. ELEVA77ON 312.80.' BENCHMARK 13 - TOP OF 1 -114' REBAR AT THE NORTHWEST S/0£ OF A SET OF 6 POWER POLES BETWEEN TWO (2) RETEN770NI DETENTION PONDS APPROXIMATELY 950' EAST OF WEST QUARTER CORNER OF SECTION 16. ELEVA77ON 259.77' W 2 Q W 2 Q 4y Cc cc Z 4 TRIAD ASSOCIATES 11814 115th Ave. NE Kekand, WA9803bW23 425.821.8448 425.821.3081 fax 8M.488.0756 told Gee v .OieCase00 W Q , Q W �4 o X DONALD ,ADONALD f/�PE PROJECT MANAGER BRADLEY T. FREEMAN PLS PROJECT SURVEYOR MARK A REEVE$ PE I';IIJ 11:iM�;1�jr11�:1:1�1 2 O 2 y PROJECT LANDSCAPE ARCHITECT FIRST SUBMITTAL DATE: 11 11102 SCALE: 806: Y -4o' vm1 =4' Checked for Compliance to City Standards TRIAD ASSOCIATES 0 ti W cc O ti V EXPIRES: 4/26/03 /2//6/01 STAMP NOT VAUD UNLESS SIGNED AND DATED JOB NO. 00 -022 REST NO. 28OF 44 SCANNED 1(12 @ W 0ummm n °a m v O X X �r p O K K O 0 N Z 0x oa d m m g+ h y 1� V a C/7 CIO n d n wZ 0o r ' D v Y r z J + FL ra S 1 `1� Mill ■R1m. z O N K z AS& 40/1.7 9 ll -dS 2 - 2004 FINISH GRADE .EX 45' SANITARY SEWEA EASEMENT (TYPE r F1 fe 3.25 .369 F' ? /` :j7-0 1 " NVC lDE 3EWE , � TABLE THIS `� HEET (TT) 41'7 FF 283.3 F6 w___.mm9Ap '28 374 e/ F 279.35 i I. 372, 373 FF 82.35 282.75 SSMH 70d, aa;7di h.7e r. r Ii •16 4.j5 ?835 28. 28285 IC W LOT / All 1 J 1 +93 30 L.F. 375 L_L 1 6" IE 274.0 0 I J, rr, 414 4131 1 4f1 6" IE 268.0 6" IE 275.0 W 2 +71, 23 L.F. 413 Cl) i Z 6" 1E 276.9 ¢ L.LJ (D 0 -- ::D 0Z z Z Q 3 +20, 25 L.F. 415 3 +02, 37 LF. o 6" 1E 274.5 U) J7J D W W LLJ Z m w 6" IE 275.7 71 = 2 +71, 22 L.F. 417 iZ Cn 6" IE 271.5 6" 1E 275.5 6" PVC SIDE SEWERS ARE STATIONED FROM KIRKLAND AVENUE SE z Q wZ 0o r ' D v Y r z J + FL ra S 1 `1� Mill ■R1m. z O N K z AS& 40/1.7 9 ll -dS 2 - 2004 FINISH GRADE .EX 45' SANITARY SEWEA EASEMENT (TYPE r F1 fe 3.25 .369 F' ? /` :j7-0 1 " NVC lDE 3EWE , � TABLE THIS `� HEET (TT) 41'7 FF 283.3 F6 w___.mm9Ap '28 374 e/ F 279.35 i I. 372, 373 FF 82.35 282.75 SSMH 70d, aa;7di h.7e r. r Ii •16 4.j5 ?835 28. 28285 IC UlLITY LOT / All 1 r 1 +93 30 L.F. 375 2 +71, 35 LF. 1 6" IE 274.0 a ZC7 H I J, 2 +71, JS L.F. 414 4131 1 4f1 6" IE 268.0 6" IE 275.0 _,il 2 +71, 23 L.F. 413 I 6" IE 272.5 6" 1E 276.9 371 2 +54, 25 L.F. �= -- 6" 1£ 273.8 6" IE 276.4 372 3 +20, 25 L.F. 415 3 +02, 37 LF. o 6" 1E 274.5 6" I£ 276.0 J7J 3 +60, 25 L.F. 416 2 +71, 39 L.F. 6" 1E 274.9 6" IE 275.7 374 E. 5 E., W.M. I 385 , 386 I 38'7 4G�1 L - \ t , n a� r 5 -?0,6/OS 6 7 6 LOT # SIDE SEWER LOT / SIDE SEWL R 366 1 +93 30 L.F. 375 2 +71, 35 LF. UNLESS SIGNED AND DATED 6" IE 274.0 a ZC7 H 6" IE 268.0 369 2 +71, JS L.F. 380 3 +90, 25 L.F. n 6" IE 268.0 6" IE 275.0 370 2 +71, 23 L.F. 413 3 +82, 37 LF. 6" IE 272.5 6" 1E 276.9 371 2 +54, 25 L.F. 414 3 +62, 37 L.F. 6" 1£ 273.8 6" IE 276.4 372 3 +20, 25 L.F. 415 3 +02, 37 LF. o 6" 1E 274.5 6" I£ 276.0 J7J 3 +60, 25 L.F. 416 2 +71, 39 L.F. 6" 1E 274.9 6" IE 275.7 374 2 +71, 22 L.F. 417 2 +09, 35 LF. 6" IE 271.5 6" 1E 275.5 6" PVC SIDE SEWERS ARE STATIONED FROM KIRKLAND AVENUE SE W ft LL 0 4 Q zt 'y, Q `' Z 4Q NOTE.• ALL EXIS77NG TOPOGRAPHY PRONDED BY M.A. SEGALE, INC. W Z W AND R/NGEL AND ASSOCIATES Q C :n �k W i NOTE• ALL PROPOSED SSMH'S SHALL 4 BE 4 O UNLESS 07HERWISE /ND /CA Y O ftft N07E• ALL EXIS77MG /NFORMA77001if FOR _ 1 W ER/ AND MW SSMHS WAS PRONDED \i BY R/NGEL AND ASSOOMES O HORIZONTAL DATUM: NAD 198311991 BAS /5 OF BEAR INGS: HELD BEAR /NCI OF N01 V5'10 "£ BETWEEN THE U NORTHWEST CORNER OF SECTION 16, TW L 23N., RGE. 5E., W.M., (CITY OF RENTON MON. 1612) AND THE WEST QUARTER CORNER MONUMENT OF SAID SECTION 16. THE BEARING IS DERIVED FROM STATE PLANE COORDINATES FOUND IN THE CITY OF RENTON SURVEY CONTROL NETWORK AND CORROBORATED BY VARIOUS RECORD OF SURVEYS IN THE IMMEDIATE AREA. m ; VERTICAL DATUM: RAW 1988 BENCHMARKS ORIGINATING BENCHMARK. • CITY OF RENTON MONUMENT 1612 - TOP OF MONUMENT IN CASE. ELEVA7ION 260.068.' BENCHMARK 11 - "X" IN SIDEWALK AT S.E. QUADRANT OF INTERSEC77ON OF N.E. 3RD ST. AND EDMONDS AVE. N.E. ELEVATION 27248.' gag BENCHMARK 12 - TOP OF MONUMENT AT THE WEST QUARTER CORNER c i OF SECTION 16, INN. 23N., RGE. 5E, W.M. ELEVATION 31280.' BENCHMARK 13 - TOP OF 1 -114" REBAR AT THE NORTHWEST SIDE OF A SET OF 6 POWER POLES BETWEEN TWO (2) REIEN710NI DETENTION PONDS APPROXIMATELY 950' EAST OF WEST QUARTER m CORNER OF SEC77ON 16. ELEVA77ON 259.77` ca °z DONALD ,L MLL, PE PROIELT MEAGER BRADLEY T. FREE114N. PLS PRmcr SURVEYOR MAW A REEIM PE PH01M ENGINEER PRmvr LANDSCAPE ARLTma FIRST SUBIMAL DATE: 11 11102 SCALE: Bum: 1 " -40' 9m.:1• -4' 1 TRIAD ASSOCIATES 11814 115th Ave. NE KWdand, WA 980348923 425.821.8448 425.821.3481 fax 800A88.0756 toll Bee x .lfiadaseo wm O ti 2 y R 3 Q � 2 Checked for to City Standards SCI' NO. 0 2002 TRIAD ASSOCIATES I L I U T A CID, l :.^ 61� S" SCANNED MAR 2 1 2W 29DF 44 0 22 EXPIRES: 4 /26/0033 2$ 1211,61m SfAVP NOT VAUD �r UNLESS SIGNED AND DATED Big a ZC7 H 89 70B ND. 00 -022 K Ro SCI' NO. 0 2002 TRIAD ASSOCIATES I L I U T A CID, l :.^ 61� S" SCANNED MAR 2 1 2W 29DF 44 0 22 v) d X �r a ZC7 H K Ro n n N o 0D d h ' <� 1 m R' n o v) CIO Cn (Z tZ n OE rz 3 W L) f24 r J� Ft a 8 f o 4 IM 11111H. Z O o: IN A 6- eUICM -» -:vol i - 2004 23 N., RGE. 5 E., W.M. N07E• CON7RACTOR 70 ADJUST RIM BY ADDING SEC77ONS 5- 296/06 SCALE: 1" = 40' 0 20 40 80 LOT # LLJ LOT AF SIDE SEWER J_ 2 +85, 38 L.F. 408 Li_ Q 6" IE 282.7 O 6" IE 280.9 403 2 +49, 36 L.F. 409 2 +73 25 L.F. a- 6" IE 281.9 � ° 6" 1E 281.5 W 2 +25, 35 LF. 0 C/) > Z Ld Q W 00 m R' U �ZQ z N 6" g n KIRKLAND PLACE SE m �> �(n o ww w M U) -t 2 W 0- C/) > Y Q:� Q Z Q (n OE rz 3 W L) f24 r J� Ft a 8 f o 4 IM 11111H. Z O o: IN A 6- eUICM -» -:vol i - 2004 23 N., RGE. 5 E., W.M. N07E• CON7RACTOR 70 ADJUST RIM BY ADDING SEC77ONS 5- 296/06 SCALE: 1" = 40' 0 20 40 80 LOT # SIDE SEWER LOT AF SIDE SEWER 402 2 +85, 38 L.F. 408 2 +14, 28 LF. Q 6" IE 282.7 Q 6" IE 280.9 403 2 +49, 36 L.F. 409 2 +73 25 L.F. 6" IE 281.9 � ° 6" 1E 281.5 404 2 +25, 35 LF. 410 2 +88, 25 L.F. 6" IE 281.4 6" IE 282.3 407 1 +69, 27 L.F. m R' 6" IE 280.5 m` N 6" PVC SIDE SEWERS ARE STATIONED FROM KIRKLAND PLACE SE m W LL 0 4 Q co Q uj 2V Q J 44 1� TRIAD ASSOCIATES 11814115th Av . NE I rklanQ WA 98034-8923 425.821.8448 425.821.3481 fax 800.488.0756 tdl free w .Visda .mm 1107E.• ALL EXISflNG TOPOGRAPHY PRONDED BY M.A. SEGAI INC. W Q W AND R/NGEL AND ASSOC/A 7ES J y W k PC N07E.• ALL PROPOSED SSMH S SHALL ( cc 4 Z BE 48'0 UNLESS OTHERWISE INDICATED cc [E,R/ 07E• ALL EVS77NG INFORMA71ON FOR 4 1 W AND MW SSMH S WAS PROVIDED �I Y R/NGEL AND ASSOCIATES HORIZONTAL DATUM: NAD 198311991 BASIS OF BEARINGS: HELD BEARING OF N07T15'10 "E BETWEEN THE U NORTHWEST CORNER OF SECTION 16, TWN. 2JN, RGE. 5E., W.M., (CITY OF RENTON MON. 1612) AND THE WEST QUARTER CORNER MONUMENT OF SAID SECTION 16. THE BEARING IS DERIVED FROM STATE PLANE COORDINATES FOUND IN THE CITY OF R£NTON SURVEY CONTROL chi `q NETWORK AND CORROBORATED BY VARIOUS RECORD OF SURVEYS IN THE IMMED IATE AREA. ; VER77CAL DATUM: NAVD 1988 BENCHMARKS ORIGINATING BENCHMARK: CITY OF RENTON MONUMENT 1612 - TOP D OF MONUMENT IN CASE. ELEVATION 260.068.' 6 BENCHMARK 11 - "X" IN SIDEWALK AT RE. QUADRANT OF I INTERSECTION OF N.E. 3RD ST. AND EDMONDS AVE. N.E. ELEVA770M 27248.' 1a BENCHMARK 12 - TOP OF MONUMENT AT THE WEST QUARTER CORNER c s OF SECTION 16, TWN 23N., RGE. 5E., W.M. ELEVATION 31280.' BENCHMARK 13 - TOP OF 1 -114" REBAR AT THE NORTHWEST SIDE OF A SET OF 6 POWER POLES BETWEEN TWO (2) RETENTION/ DETENTION PONDS APPROXIMATELY 950' EAST OF WEST QUARTER CORNER OF SEC77ON 16. ELEVATION 259.77' ° DOVALD ,1 MU, PE PROJECT MANAGER BRADLEY T. FREEMAN, PLS PROJECT SURVMR MW A. REEVES, PE PROJECT ENGINEER PROJECT LANDSCAPE ARCHITECT FIRST SUBMITTAL DATE: it /1/02 SCALE: BOEL.: 1 '-40' 9ff.:1' -4' Checked for Compliance to City Standards 02002 TRIAD ASSOCIATES CYn , , ?- .?gxlo6 SCANNEO M i l$ 2003• Z O 2 y 1,. 3 R Q Q Q • 1107E.• ALL EXISflNG TOPOGRAPHY PRONDED BY M.A. SEGAI INC. W Q W AND R/NGEL AND ASSOC/A 7ES J y W k PC N07E.• ALL PROPOSED SSMH S SHALL ( cc 4 Z BE 48'0 UNLESS OTHERWISE INDICATED cc [E,R/ 07E• ALL EVS77NG INFORMA71ON FOR 4 1 W AND MW SSMH S WAS PROVIDED �I Y R/NGEL AND ASSOCIATES HORIZONTAL DATUM: NAD 198311991 BASIS OF BEARINGS: HELD BEARING OF N07T15'10 "E BETWEEN THE U NORTHWEST CORNER OF SECTION 16, TWN. 2JN, RGE. 5E., W.M., (CITY OF RENTON MON. 1612) AND THE WEST QUARTER CORNER MONUMENT OF SAID SECTION 16. THE BEARING IS DERIVED FROM STATE PLANE COORDINATES FOUND IN THE CITY OF R£NTON SURVEY CONTROL chi `q NETWORK AND CORROBORATED BY VARIOUS RECORD OF SURVEYS IN THE IMMED IATE AREA. ; VER77CAL DATUM: NAVD 1988 BENCHMARKS ORIGINATING BENCHMARK: CITY OF RENTON MONUMENT 1612 - TOP D OF MONUMENT IN CASE. ELEVATION 260.068.' 6 BENCHMARK 11 - "X" IN SIDEWALK AT RE. QUADRANT OF I INTERSECTION OF N.E. 3RD ST. AND EDMONDS AVE. N.E. ELEVA770M 27248.' 1a BENCHMARK 12 - TOP OF MONUMENT AT THE WEST QUARTER CORNER c s OF SECTION 16, TWN 23N., RGE. 5E., W.M. ELEVATION 31280.' BENCHMARK 13 - TOP OF 1 -114" REBAR AT THE NORTHWEST SIDE OF A SET OF 6 POWER POLES BETWEEN TWO (2) RETENTION/ DETENTION PONDS APPROXIMATELY 950' EAST OF WEST QUARTER CORNER OF SEC77ON 16. ELEVATION 259.77' ° DOVALD ,1 MU, PE PROJECT MANAGER BRADLEY T. FREEMAN, PLS PROJECT SURVMR MW A. REEVES, PE PROJECT ENGINEER PROJECT LANDSCAPE ARCHITECT FIRST SUBMITTAL DATE: it /1/02 SCALE: BOEL.: 1 '-40' 9ff.:1' -4' Checked for Compliance to City Standards 02002 TRIAD ASSOCIATES CYn , , ?- .?gxlo6 SCANNEO M i l$ 2003• 4 0A. RP ¢ WA a m� o z 1 �O 20401 L'af8T611�V� A '970NAL 8� _ EXPIRES: 4/26/03 /2//6/02 STAMP NOT VALID ON= SIGNED AND DAM JOB NO. 00 -022 SREET NO. 300F 44 UA0012- z O X b "7 • � ° O m N ox d m 6 � m R' m` N m 4 0A. RP ¢ WA a m� o z 1 �O 20401 L'af8T611�V� A '970NAL 8� _ EXPIRES: 4/26/03 /2//6/02 STAMP NOT VALID ON= SIGNED AND DAM JOB NO. 00 -022 SREET NO. 300F 44 UA0012- t- F-- Ln n W y O O o? 3 W � r Y Z J� Ft a i s 1 Q o z 0 1n CC 0 Z i A5- 46 WILT /- - vi �r wall �Y L I Ms Lt V. .. 2.2004 NOTE SEE LIBERTY RIDGE PHASE N AND PORTIONS OF PHASE /VA CONSTRUCTION PLAN SET FOR SID£ SEVER INFORMATION FOR LOT 359. 280 270 5MH'.ERI -6 \v/ 70¢000 ALL ' 358 TIONS WP. 23 N., 332 SEE SHED 271.45 PT = 191f4378 W LOT IF EX SST ERI- 331 �������� , _J L.L N 6" IE 266.0 O SEE SHEET 33 F Ex 2U' SANITARY 364 INSIDE DROP DI n SEWER EASEMENT x , 0 360 i z f- YISTINC SIDE ¢ Lu (� LWER TYP}. W NII '.. 22 +31, 37 LF. 6' 1£ 266.5 6' 1E 272.5 362 21 +05, 25 LF. Cn �> W 6- lE 26B0 6" IE 269.0 2 Ld W SE 47H STREET M (n J= W W ry ry Q z a Cn y O O o? 3 W � r Y Z J� Ft a i s 1 Q o z 0 1n CC 0 Z i A5- 46 WILT /- - vi �r wall �Y L I Ms Lt V. .. 2.2004 NOTE SEE LIBERTY RIDGE PHASE N AND PORTIONS OF PHASE /VA CONSTRUCTION PLAN SET FOR SID£ SEVER INFORMATION FOR LOT 359. 280 270 5MH'.ERI -6 \v/ 70¢000 ALL ' 358 TIONS WP. 23 N., 332 SEE SHED 271.45 PT = 191f4378 2 N Q _ �\ _ 260(.5 -U� /III W III LLJ -il II \\\\ 250e� 220 230 I x Q -8 L - TOP 266.98 AI 4 ! / 8. 1E 252.72 (IN) / 8- IE 252.62 (OUT) III / ____. r /......... . ...___ III I II : I EX, s<"I- tERI -5 EX 2q" y 12" IE 245.61 ON-E) SS ADJUST RIM TO 267.45 NEW 8'; IE a FA. 0 (IN) SSMH ERI -6 (DROP CONNECTION PEI DETAIL,', SHEET J3) NOTE. CONTRACTOR TO ADJUST; RIM BY ADDING SECTIONS. (SEE NOTE, 331 ; VF 273.85 i II SSMH 701 PEN SPACE 361 274.35 �rTU --+J pdP dA. /E / / NOTE.' CONTRACTi APPROVED FALL A IN EY/S77NG SSMH -d6 I I♦ /LL JV/"ILL �I 1 = HOR/ZONTA 1'= 4' PERTFCAL T/ SE 4TH STREE IE /E 362 27585 1 INSTALL VT D£WCE AS ICK OR W.M. 366.. LOT IF EX SST ERI- 331 �������� , ADJUST R TG F7N/SH GRADE N 6" IE 266.0 O SEE SHEET 33 F Ex 2U' SANITARY 364 INSIDE DROP DI L7 SEWER EASEMENT x , , 360 359 n � N J�tlu � 360 YISTINC SIDE 268.35 �� F 27, LWER TYP}. 20 +45, 25 L.F. NII '.. 22 +31, 37 LF. 2 N Q _ �\ _ 260(.5 -U� /III W III LLJ -il II \\\\ 250e� 220 230 I x Q -8 L - TOP 266.98 AI 4 ! / 8. 1E 252.72 (IN) / 8- IE 252.62 (OUT) III / ____. r /......... . ...___ III I II : I EX, s<"I- tERI -5 EX 2q" y 12" IE 245.61 ON-E) SS ADJUST RIM TO 267.45 NEW 8'; IE a FA. 0 (IN) SSMH ERI -6 (DROP CONNECTION PEI DETAIL,', SHEET J3) NOTE. CONTRACTOR TO ADJUST; RIM BY ADDING SECTIONS. (SEE NOTE, 331 ; VF 273.85 i II SSMH 701 PEN SPACE 361 274.35 �rTU --+J pdP dA. /E / / NOTE.' CONTRACTi APPROVED FALL A IN EY/S77NG SSMH -d6 I I♦ /LL JV/"ILL �I 1 = HOR/ZONTA 1'= 4' PERTFCAL T/ SE 4TH STREE IE /E 362 27585 1 INSTALL VT D£WCE AS ICK OR W.M. SMH M `11 6 z \\I X. S 3+ ,J ADJUST RIM T :279.35 FINISH GRADE \ dd-- __- 96 SSMH 702 .. ......... 7 0P _ 27B29 . 5'-IE 270.46 (IN)...._, B' IE 270.29 (our) kl Ni - W ........ _`ss Z 260 �I s EX. SSMH MW'5-7 RIM 255.49 IE 25767- fRv) -.. _. .. ._..... 12" IE 25771 (OUT) + ADJUST RIM TO 2+"ff.90 270.30 NOTE. CONTRACTOR TO ADJUST BY ADDING Z J -- 2 250 240 220 LOT / 366.. LOT IF S7, 331 i 363 21 +56, 22 LF. N 6" IE 266.0 O 6' IE 271.5 1 I 6 Z 364 . ,nnmloPirN L7 6" IE 263.6 ° J N 360 ®OI n � N J�tlu � 22 +50, 32 LF. 6' IE 262.5 6" IE 274.5 SMH M `11 6 z \\I X. S 3+ ,J ADJUST RIM T :279.35 FINISH GRADE \ dd-- __- 96 SSMH 702 .. ......... 7 0P _ 27B29 . 5'-IE 270.46 (IN)...._, B' IE 270.29 (our) kl Ni - W ........ _`ss Z 260 �I s EX. SSMH MW'5-7 RIM 255.49 IE 25767- fRv) -.. _. .. ._..... 12" IE 25771 (OUT) + ADJUST RIM TO 2+"ff.90 270.30 NOTE. CONTRACTOR TO ADJUST BY ADDING Z J -- 2 250 240 220 LOT / SIDE SEVER LOT IF SIDE SEWER 331 20+76, 378 L.F. 363 21 +56, 22 LF. 6" IE 266.0 O 6' IE 271.5 332 19 +74, 37 L.F. 364 22 +03, 25 LF. L7 6" IE 263.6 ° J 6' IE 273.0 360 19 +41, 25 L.F. 365 22 +50, 32 LF. 6' IE 262.5 6" IE 274.5 361 20 +45, 25 L.F. 367 22 +31, 37 LF. 6' 1£ 266.5 6' 1E 272.5 362 21 +05, 25 LF. 368 21 +83, J7 LF. 6- lE 26B0 6" IE 269.0 6" PVC SIDE SEWERS ARE STA 710NED FROM SE 47H STREET W cc 0 2� QW W cc M 2 Q 4y NOTE.• ALL EXISTING TOPOGRAPHY ' W PROWDED BY M.A. SEGALE INC. S y AND R/NGEL AND ASSOCIATES W uj W PC NOTE• ALL PROPOSED SSMH S SHALL i. C BE 4B "I UNLESS OTHERWISE INDICATED 2 CC \ O 2 N07E• ALL EXISTING INFORMATION FOR til £R/ AND MW SSMH'S WAS PRONGED Z cc BY R/NGEL AND ASSOCIATES Q HORIZONTAL DATUM: NAD 196311991 BASIS OF BEARINGS: HELD BEARING OF NOI'05'10 E BETWEEN 771E NORTHWEST CORNER OF SECTION 16, TM. 27N, RGE. 5E.. W.M., (CITY V OF RENTON MON 1612) AND THE WEST QUARTER CORNER MONUMENT OF SAID SECTION 16. THE BEARING IS DERIVED FROM STATE PLANE COORDINATES FOUND IN THE CITY OF RENTON SURVEY CONTROL `q NETWORK AND CORROBORATED BY VARIOUS RECORD OF SURVEYS IN THE /MMED/A 7E AREA. VERTICAL DATUM: 14AVD 1988 BENCHMARKS ORIGINATING BENCHMARK: CITY OF RENTON MONUMENT 1612 - TOP @ OF MONUMENT IN CASE. ELEVATION 260.068.' BENCHMARK 11 - X" IN SIDEWALK AT SE. QUADRANT OF IN7ERSEC77ON OF N.E. 3RD ST. AND EDMONDS AVE. N.E. ELEVATION 27246.' a BENCHMARK 12 - TOP OF MONUMENT AT THE WEST QUARTER CORNER c g OF SECTION 16, TWN. 23N., RGE 5E., W.M. ELEVATION 31280.' BENCHMARK 1J - TOP OF 1 -i/4' REBAR AT THE NORTHWEST SIDE OF A SET OF 6 POWER POLES BETWEEN TWO (2) RETENTION/ DE7EN77ON PONDS APPROXIMATELY 950' EAST OF WEST QUARTER CORNER OF SECTION 16. ELEVATION 259.77' a_ N& ML' HLL PE PROTECT HANAGER HRAULEY T F'TEEI/AM, FLS PROJECT SURFBYOR MARK A REEY£$ PE PROJECT ffiJGPI&8R PROJECT LANDSCAPE ARCBIT=Cf FffiT SUSETTAL BAYS: n 1i /o2 SCAIB: HUM: 1 -40' 7=.:I" -4' T s oRIAD 11814 115N Ave. NE PMdand, WA 980346923 425.821.8448 425.821.3481 fa% 800.488.0756 tdl flea w Ariada .mm 2 '1, H R 3 Q r 2 A. Rg R 'p WA �Rw 74cs F O �0 zono, 2G� L'OIST852�G1 10 Al' gd E XPIRES: 4/26/03 Checked fa lionce to City Standards XAJO -a STAMP NOT VAUD �a 1 tea UNLESS SIGNED AND DATED � �OZ JOB N0. 8 S 4 00 -022 SHEET NO. 3 10F 44 8 ©2002 TRIAD ASSOCIATES U U A 0 0 1 2 3 C(7 � , � - ? 96l 0 7 SCANNED MAR '2 92003 z 0 X X >p O z� K n L7 ° J 0m N O9 n w 0 I Cn I a- W a- oC) r z E..NwN � Y � } Z 8 D HER a Z O 0) of A5- ,BUILT 2. 2004 M W W 280 N N Z TIONS SEC. 169 0 .,406 29395 GRADE r I� 41 3981 zea 406 SE. , SHEET /�/1D PueuC unu'ir TRACT K J W F 288.55 ss ( ,OPEN SPACE / pp © �" ,);' cl� EA ME TYP i _ 7 23 +17.74 SE 4TH STRE�7` ',,PT ANUARY ��� - - 1 +00.00 KIRKLAND AVE 61i �� 4O5 / 27 , ,..:. �( SEWER gSEMEN Pc - 24 +0374 2 +eFx+ sse r i� ' ��(r e) / 3.328 i I I ) r j U 3 v 1 If 27 +69.92 - _- _ f 427 .-.•. i -- -� 7 , 1._-� - ^� a� '; �x \ i 28295 : , �jr-" N07E.• SIDE SEWERS FOR LOTS SSMH -70.i d0' :- 1_, �� y -` , / ' 398, 399, 428 AND 429 SHALL 2 +1 /• -� 'r. 5 1$ ' �. -. �r� £x /2.••si +�• / BE CONNECTED TO EXISTING 12- 2asL 6 ee rTr " r $ _ r SANITARY SEWER. 11 - Ex ",SSMW'hYWD 27. F/NJSK GRAD €. _ _ 1 FlN/SH GRADE 1+00.00 RK49 TH -STREE 42� \' INSIDE DROP DETAIL i ... i + 9 RT l l / V. -ADJUST TO _._ 1 ADJUST R/M INF ;?b +2771 SE' NO PLACE-SE- 1 SEE SHEET 33 FOR . _. _.. _. $$ ... ER.�35'MH /MWD ID' TOP ".Opp\/ / r .J! /r C% Z y BSBL 7YP 1 - 1 .N.CP.A. 385' 419 " 4,200 421 422. 423 424 W /' 0y IFF 28385 F 28635 ,� � 287.85 „`I F 289.35 290.25 / - - -- = - ,,,,..."° 5.0.0200 .. _ ......... Ss / / / "�/ FL 20,4- IE 2)e -F3 /N -E) 272 •i 3 !OP CONNEORON PER TAl(y, SHEET 33) 12" IE 261.277 (IN) 12" IT 261.17 _(OUT) ADJUST RIM TO 280.81 NEW 8' IE 26545 (IN) 263.26 F'L 275,c? / 12" IF 26711 12" lE 26701 ADJUST RIM 7 SE 4TH STREET 66 \ LLJ LOT AV SIDE SEWER SSMH 715 J_ � I 1 FL�H281 TOP 288.02 N L.L_ r 6" lE 280.0 398 0 422 25 +28, 25 L.F. a' E 12BOOL9 fee T) O q 6' lE 281.5 399 28 +30, 36 L.F. 423 26 +28, 25 LF. ° 0 � 6' lE 286.1 / > 26 +11, 37 LF. 424 25 +48, 25 LF. Ld Q W 6' lE 283.3 (D C) 24 +34, 42 L.F. W 27 +07, 30 LF. 0Z z 6' IE 284.0 418 24 +03, 41 C.F. 426 27 +26, 31 LF. / 6' IE 275.7 6' IE 284.5 > n _ 27 +55, 26 LF. 6' IE 276.0 6' IE 285.1 Ld W � 'Q- 28 +46, 25 LF. m 6' IE 278.5 6' IE 286.0 = LLJ W 18 +89, 18 C.F. n Cl) C 6' lE 287.5 Of SE 4774 STREET Of Q z Q Cn oC) r z E..NwN � Y � } Z 8 D HER a Z O 0) of A5- ,BUILT 2. 2004 M W W 280 N N Z TIONS SEC. 169 0 .,406 29395 GRADE r I� 41 3981 zea 406 SE. , SHEET /�/1D PueuC unu'ir TRACT K J W F 288.55 ss ( ,OPEN SPACE / pp © �" ,);' cl� EA ME TYP i _ 7 23 +17.74 SE 4TH STRE�7` ',,PT ANUARY ��� - - 1 +00.00 KIRKLAND AVE 61i �� 4O5 / 27 , ,..:. �( SEWER gSEMEN Pc - 24 +0374 2 +eFx+ sse r i� ' ��(r e) / 3.328 i I I ) r j U 3 v 1 If 27 +69.92 - _- _ f 427 .-.•. i -- -� 7 , 1._-� - ^� a� '; �x \ i 28295 : , �jr-" N07E.• SIDE SEWERS FOR LOTS SSMH -70.i d0' :- 1_, �� y -` , / ' 398, 399, 428 AND 429 SHALL 2 +1 /• -� 'r. 5 1$ ' �. -. �r� £x /2.••si +�• / BE CONNECTED TO EXISTING 12- 2asL 6 ee rTr " r $ _ r SANITARY SEWER. 11 - Ex ",SSMW'hYWD 27. F/NJSK GRAD €. _ _ 1 FlN/SH GRADE 1+00.00 RK49 TH -STREE 42� \' INSIDE DROP DETAIL i ... i + 9 RT l l / V. -ADJUST TO _._ 1 ADJUST R/M INF ;?b +2771 SE' NO PLACE-SE- 1 SEE SHEET 33 FOR . _. _.. _. $$ ... ER.�35'MH /MWD ID' TOP ".Opp\/ / r .J! /r C% Z y BSBL 7YP 1 - 1 .N.CP.A. 385' 419 " 4,200 421 422. 423 424 W /' 0y IFF 28385 F 28635 ,� � 287.85 „`I F 289.35 290.25 / - - -- = - ,,,,..."° 5.0.0200 .. _ ......... Ss / / / "�/ FL 20,4- IE 2)e -F3 /N -E) 272 •i 3 !OP CONNEORON PER TAl(y, SHEET 33) 12" IE 261.277 (IN) 12" IT 261.17 _(OUT) ADJUST RIM TO 280.81 NEW 8' IE 26545 (IN) 263.26 F'L 275,c? / 12" IF 26711 12" lE 26701 ADJUST RIM 7 SE 4TH STREET 66 \ r' I I I f I I I 12" IE 27322 (IN) 12" IE 273 73. 12 (OUT) ADJUST TO 288.70 NA 4•TC4 4� NO7E.- CON7RAC7OR TO ADJUST RIMS OF SSMH`s BY ADDING SEC77CIVS L YNNWOOD A VENUE 12'" IF 280.'. 12" IE 280./ ADJUST RIM Flv�j 48 129ZA LOT SIDE SEWER LOT AV SIDE SEWER SSMH 715 � � I 1 FL�H281 TOP 288.02 N 6' IE 284.7 r 6" lE 280.0 398 28 +09, 32 L.F. 422 25 +28, 25 L.F. a' E 12BOOL9 fee T) 6' IE 285.5 q 6' lE 281.5 399 28 +30, 36 L.F. 423 26 +28, 25 LF. ° 0 � 6' lE 286.1 / 405 26 +11, 37 LF. 424 25 +48, 25 LF. / 6' IE 280.9 6' lE 283.3 406 24 +34, 42 L.F. 425 27 +07, 30 LF. 6" IE 280.7 6' IE 284.0 418 24 +03, 41 C.F. 426 27 +26, 31 LF. / 6' IE 275.7 6' IE 284.5 r' I I I f I I I 12" IE 27322 (IN) 12" IE 273 73. 12 (OUT) ADJUST TO 288.70 NA 4•TC4 4� NO7E.- CON7RAC7OR TO ADJUST RIMS OF SSMH`s BY ADDING SEC77CIVS L YNNWOOD A VENUE 12'" IF 280.'. 12" IE 280./ ADJUST RIM Flv�j 48 129ZA LOT SIDE SEWER LOT AV SIDE SEWER 397 26 +68, 36 L.F 421 24 +64, 21 L.F. 6' IE 284.7 r 6" lE 280.0 398 28 +09, 32 L.F. 422 25 +28, 25 L.F. 6' IE 285.5 q 6' lE 281.5 399 28 +30, 36 L.F. 423 26 +28, 25 LF. ° 0 � 6' lE 286.1 6' l£ 282.4 405 26 +11, 37 LF. 424 25 +48, 25 LF. 6' IE 280.9 6' lE 283.3 406 24 +34, 42 L.F. 425 27 +07, 30 LF. 6" IE 280.7 6' IE 284.0 418 24 +03, 41 C.F. 426 27 +26, 31 LF. 6' IE 275.7 6' IE 284.5 419 23 +24, 24 C.F. 427 27 +55, 26 LF. 6' IE 276.0 6' IE 285.1 420 24 +02, 21 L.F. 428 28 +46, 25 LF. 6' IE 278.5 6' IE 286.0 429 18 +89, 18 C.F. 6' lE 287.5 6' PVC SIDE SEWERS ARE STATIONED FROM SE 4774 STREET TRIAD ASSOCIATES 11814 115th Ave. NE KwMand, WA 980346923 426.821.8448 425.821.3481 fax 800.488.0756 W1 fm w Ariatlaasoc.mm W LL I 2 o0c V Lu 3 4 V 2� Q� Q W Q Q Q W N07E,• ALL EX/S77NG TOPOGRAPHY W d' W PROVIDED BY M.A. SEGALF, INC. QZ (4 AND RING& AND ASSOCIATES y y Q 4 N07E.• ALL PROPOSED SSMH S SHALL �, Z BE 48.0 UNLESS 07HERNSE /NDICA7ED Cr o NOTE.• ALL EXIS71NG INFORMATION FOR Z LLA ER/ AND MW SSMH S WAS PRONDED cc BY R/NGEL AND ASSOCIATES HORIZONTAL DATUM: NAD 198311991 BASIS OF BEARINGS HELD BEARING OF N01V5'10'E BETWEEN THE NORTHWEST CORNER OF SECTION 16, TWN. 2311, RGE. 5E., W.M., (CITY OF RENTON MON 1612) AND THE WEST QUARTER CORNER MONUMENT OF SAID SECTION 16. THE BEARING IS DERIVED FROM STATE PLANE COORDINATES FOUND IN THE CITY OF RENTON SURVEY CONTROL NETWORK AND CORROBORATED BY VARIOUS RECORD OF SURVEYS IN THE IMMEDIATE AREA. �m ; VERTICAL DATUM: NAVD 1988 BENCHMARKS ORICINA77NG BENCHMARK: CITY OF RENTON MONUMENT 1612 - TOP 8 OF MONUMENT IN CASE. ELEVA7ION 260.068.' 6 BENCHMARK 11 - 'X' IN SIDEWALK AT SE. QUADRANT OF I INIERSECRON OF N.E. 3RD ST. AND EDMONDS AVE. N.E. ELEVATION 27248.' 6 BENCHMARK 12 - TOP OF MONUMENT AT THE WEST QUARTER CORNER p g OF S£C77ON 16, TWN. 2JN., RGE. 5E., W.M. ELEVATION 31280.' BENCHMARK 13 - TOP OF 1 -114' REBAR AT THE NORTHWEST SIDE �¢F OF A SET OF 6 POWER POLES BETWEEN TWO (2) RETENTION/ DETEN77ON PONDS APPROXIMATELY 950' EAST OF WEST QUARTER CORNER OF SEC77ON 16. ELEVA77ON 259.77• Dawns I94PE PROJECT MANAGER BRADLEY T. FRE MAM, PLS PROIECT SURVRYOR MARK A RaWX PE PROM ENGINEER FROM LANDSCAPE ARCRIT&GT FUST SURNLTTAL DATE: 1117102 SCALE: �:1' -40' 9m1=4' Checked for Compliance to City Standards EXPIRES: 4/26103 /2 /�i6 /OZ STAND NOT VALID UNLESS SIGNED AND DATED IOU NO. 00 -022 sLLELT 110. 320P 44 02002 TRIAD ASSOCIA-MS ` U A 0 011 2 SCANNED "2 8 1003 C'/, IQ a z O X r O • q r0 00 � N ° 0 � Ex o O [mil n`- N w H �A C'/, IQ a V i T ti 3 a la x G F— H— (n 1..1- n n I W F-- O Z _ Z i W CD C) J Fy Q Q W Of V) W Lil m N L LI J S W d � Z Q (n w Z N �O E-4z W Y } Z B o JJW 11 n Z O N_ FOUNDATIONV 1 � I (CLASS A DESIGN! 5 OF PIPE ZONE (CLASS B. C. D. DESIGN/ BEDDING FOR RIGID PIPE ICLASSICLASS F DES /CHI /CN/ BEDDING FOR FLEXIBLE PIPE 7F PIPE ZONE OF PIPE ZONE 1. NOTES., UN /FORM SUPPORT UNDER BARREL. 2. HAND TAMP UNDER HAUNCHES. J. COMPACT BEDDING MATERIAL TO 95% MAX. DENSITY EXCEPT DIRECTLY OVER PIPE. HAND TAMP ONLY. 4. SEE 'EXCAVATION AND PREPARATION OF TRENCH" IN THE SANITARY SEWERS SECTION OF THE STANDARD 5PECIRCTA77ONS FOR TRENCH WIDTH "W' AND TRENCHING OPTIONS. THE PIPE ZONE WILL BE THE ACTUAL TRENCH MOTH, EXCEPT FOR CLASS A BEDDING. THE MINIMUM CONCRETE MOTH SHALL BE 1 -112 I.D. + 18 ". 5. TRENCH BACKFILL SHALL CONFORM TO 'BACKFILLING SEWER TRENCHES" IN THE SANITARY SEWERS SECTION OF THE STANDARD SPECIFICATIONS, EXCEPT THAT ROCKS OR LUMPS LARGER THAN 1" PER FOOT OF PIPE DIAMETER SHALL NOT BE USED IN THE BACKFILL MATERIAL. 6. SEE "BEDDING MATERIAL FOR RIGID PIPE" IN THE AGGREGATES SECTION OF THE STANDARD SPECIFICATIONS FOR THE MATERIAL SPECIFICATIONS. 7. SEE "BEDDING MATERIAL FOR FLEXIBLE PIPE" IN THE AGGREGATES SECTION OF STANDARD SPECIFICATION FOR THE MATERIAL SPECIFICATIONS. B. PIPE MUST BE ANCHORED IN SUCH A MANER AS TO ENSURE FLOW LINE IS MAINTAINED. + A = 4" MIN. 27" I.D. AND UNDER 6" MIN. OVER 27" I.D. PIPE BEDDING FOR SANITARY SEWERS ADOPTED crr, ae a2Rmx far mRa: a /eT acv 01 xd DWG. NAME: BW18C SP PAGE:13077 a-a-07 BEDDING CLASS DESIGN DIMENSION CLASS A CLASS B CLASS C CLASS D CLASS F A 4" MIN. /p I.D. 12" MAX. BY PR zERO [x' A O B 114 0.D. 112 aD. 116 0.D. ZERO 0.0. C J14 0.O. 1/2 0.D. 1/e D.D. 0.D. x 0 + A = 4" MIN. 27" I.D. AND UNDER 6" MIN. OVER 27" I.D. PIPE BEDDING FOR SANITARY SEWERS ADOPTED crr, ae a2Rmx far mRa: a /eT acv 01 xd DWG. NAME: BW18C SP PAGE:13077 a-a-07 cm+mm note a ] -21 -91 ReAnd n W s]k a MdW nub 6 X GATE REVISION BY PR PIPE BEDDING FOR SANITARY SEWERS NOT TO SCALE 3' TEE WITH 6" SIDE OUTLET PROPERTY LINE FUTURE BUILDING SEWER W INS STENCIL ON SID£ WORDING o SEWER' WITH 3" HIGH BLACK R LETTERS. AND P WIRE *RAPPED AROUND THE STUD AND EXTENDED B" SIDE SEWER AND BUILDING SEWER TO THE TOP OF THE STUD. UNLESS OTHERWISE APPROVED BY THE CITY, MAKE TAP THROUGH CAST IRON SADDLE SECURED TO SEWER MAIN MTH STAINLESS STEEL BANDS WHEN CONNECTING NEW SIDE SEWERS TO EXIS77NG MAIN. VITRIFIED CLAY, PLAIN AND REINFORCED CONCRETE 01 PIPE AND Cl PIPE SEWER MAINS ARE TO BE CORE DRILLED CONCRETE /�J a;. i5 i '( OR DUCTILE IRON PIPE. BLOCK /TUG / .,u 2 \ G0� _2R MIN SLOPE_ 6" MIN. 6" SIDE OUTLET TEE \ HORIZONTAL SEWER MAW `SEWER MAIN CONCRETE BLOCKING ANGLE TYPICAL SIDE SEWER ELEVATION � TEE AT MAN OVER 25 ELEVATION STANDARD SIDE SEWER INSTALLATION NOTE (SEWER MAN TO PROPERTY LINE) UNLESS 07HERWSE SHOWN ON PLAN, SIDE ADOPTED SEWER SHALL HAVE A MIN /MUM 25' COVER DRY D, RDRr6R AT PROPERTY LINE OR 3 -5' LOWER THAN THE LOWEST HOUSE ELEVATION, WHICHEVER 4 sbm.,a yleae IS LOWER. rsr UM: 12/06 10 Emb6 eee.. V Ad DWG. NAME: BR39 SP PAGE:8078 DATE REVISION FD' PR STANDARD SIDE SEWER INSTALLATION NOT TO SCALE 15" CAST IRON RING AND COYER P IPE MATER /AL AS SPECIFIED BY THE ENGINEER -J —112" WEB 8 PL FRAME INON- LOCK /NGl N., RGE. 5 E., W.M. COVER /NON-LOCK /NC/ FOR 518 "-11 N.C. x 1 -114" SS SOC. HD. CAP SCREW (3 RED D.) i -1 4" 23 -1 4" 33 -1 4" 1" SEAT SECT /ON A -A =257 SECT /ON B -B ZZZ� `UNDERSIDE SHOWN FOR CLARITY 314" CORE (TYR) ON 23" B.C. 1 -112" CORE(TYP.) (LOCKING) FRAME /LOCKING! COYER MANHOLE FRAME AND COVER N07ES, 1. FOR NON - LOCKING USE OLYMPIC FOUNDRY ND. MH 30 OR EQUAL ADOPTED 2 FOR LOCKING LID USE OLYMPIC FOUNDRY No MH 30 PIT. OR EQUAL. ® cote o, fmrmx 3 USE FRAME AND COVER FOR STORM (SPECIFY "DRAIN' ON COVER), SANITARY (SPECIFY -SEWER'), OR WATER (SPECIFY "WATER'7. � 1.- 11 rr� Emba REVISION BY pR DWG. NAME: BR29 SP PAGE: 8074 MANHOLE FRAME AND COVER NOT TO SCALE I? �1 SANITARY SEWER CLEANOUT NOT TO SCALE NOTE.. SANITARY SEWER MANHOLES HAVE ALL INTER /OR SURFACES INC BE NH /TE. Checked for mplionce to City Standards Id 1-4 -OA, SANITARY MANHOLE TYPICAL DETAIL NOT TO SCALE 1. ALL WORK MATERIALS SHALL BE IN CONFORMANCE WITH THE STANDARDS AND SPECIFICATIONS OF THE CITY OF RENTON AND THE LATEST EDITION OF THE W500T /APWA STANDARDS AND SPECIFICATIONS. 2 THE HOURS OF WORK IN THE STREET RIGHT -OF -WAY SHALL BE LIMITED TO 8:30 AM TO 3:30 PM ON WEEKDAYS UNLESS 07HERMSE APPROVED IN WRITING BY THE 7RANSPORTA77ON DIW51ON AT 277 -6222. ALL STREET CLOSURES, PARTIAL OR FULL, SHALL BE APPROVED BY THE 7RANSPORTA77ON DIVISION 24 HOURS IN ADVANCE. THE POLICE DEPARTMENT, FIRE DEPARTMENT, AND 911 SHALL BE NOTIFIED 24 HOURS IN ADVANCE. J. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE 'STANDARD SPECIFICATIONS FOR MUNICIPAL PUBLIC WORKS CONSTRUCTION' PREPARED BY WASHINGTON STATE CHAPTER AMERICAN PUBLIC WORKS ASSOCIATION, LATEST EDITION (APWA) AND CITY OF RENTON STANDARD SPECIFICATIONS. 4. ALL LOCATIONS OF EXISTING UTILITIES SHOWN ARE APPROXIMATE AND IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO VERIFY THE TRUE AND CORRECT LOCA DON SO AS TO AVOID DAMAGE OR DISTURBANCE. 5. A PRECONSTRUCTION CONFERENCE AND A 24 -HOUR NOTICE SHALL BE REQUIRED PRIOR TO STARTING NEW CONSTRUCTION. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO SECURE ALL NECESSARY PERMITS PRIOR TO STARTING CONSTRUCTION. (INSPECTION WILL BE ACCOMPLISHED BY A REPRESENTATIVE OF THE CITY OF RENTON.) IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY 774E CITY INSPECTOR 24 HOURS IN ADVANCE OF BACKFILLING ALL CONSTRUCTION. 6. CONTRACTOR 15 SOLELY RESPONSIBLE FOR 714E MEANS METHODS AND SEQUENCES OF CON57RUC7701V AND FOR THE SAFETY OF WORKERS AND OTHERS ON THE CONSTRUCTION SITE 7. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO OBTAIN STREET USE AND ANY OTHER RELATED PERMITS PRIOR TO ANY CONSTRUCTION. 8. PLANS APPROVED BY THE CITY OF RENTON, DEVELOPMENT SERVICES DIVISION, SHALL TAKE PRECEDENCE OVER ALL OTHER PLANS 9. A COPY OF THESE APPROVED PLANS MUST BE ON THE JOB SITE WHENEVER CONSTRUCTION IS IN PROGRESS. 10. THE CONTRACTOR SHALL PROVIDE THE CITY OF RENTON WITH AN AS -BUILT DRAWING OF THE SANITARY SEWER SYSTEM WHICH HAS BEEN STAMPED AND SIGNED BY A LICENSED PROFESSIONAL ENGINEER OR LICENSED PROFESSIONAL SURVEYOR. 11. BACKFlLL SHALL BE PLACED EQUALLY ON BOTH SIDES OF THE PIPE IN LAYERS WITH A LOOSE AVERAGE DEPTH OF 6 WCHE$ MAXIMUM DEPTH OF 8 INCHES THOROUGHLY TAMPING EACH LAYER TO 95 PERCENT OF MAXIMUM DENSITY. THESE COMPACTED LAYERS MUST EXTEND FOR ONE PIPE DIAMETER ON EACH SIDE OF THE PIPE OR TO THE SIDE OF THE TRENCH. MATERIALS TO COMPLETE THE FILL OVER PIPE SHALL BE THE SAME AS DESCRIBED. 12 OPEN CUT ROAD CROSSINGS FOR UTILITY TRENCHES ON EA757ING TRAVELED ROADWAY SHALL BE BACKFILLED WITH CRUSHED ROCK AND MECHANICALLY COMPACTED. CUTS INTO THE EXISTING ASPHALT SHALL BE NEATL/NE CUT WITH SAW IN A CONTINUOUS LINE. A TEMPORARY MIX PATCH MUST BE PLACED IMMEDIATELY AFTER BACKFlLL AND COMPACTION. A PERMANENT HOT MIX PATCH SHALL BE PLACED WITHIN 10 DAYS AND SHALL BE PER CITY OF RENTON CURRENT STANDARDS. 13 DATUM SHALL BE CITY OF RENTON, MAD 198311991 k IVAVD 1988. 14. ALL DISTURBED AREAS SHALL BE SEEDED AND MULCHED OR OTHERWISE STABILIZED TO THE SATISFACTION OF THE DEPARTMENT FOR THE PREVENTION OF ON -SITE EROSION AFTER THE COMPLETION OF CONSTRUCTION. 15. ALL PIPE AND APPURTENANCES SHALL BE LAID ON A PROPERTY PREPARED FOUNDATION IN ACCORDANCE WITH SECTION 7- 023(1) OF THE CURRENT STATE OF WASHINGTON STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION THIS SHALL INCLUDE NECESSARY LEVELING OF THE TRENCH BOTTOM OR THE TOP OF THE OF THE FOUNDATION MATERIAL AS WELL AS PLACEMENT AND COMPACTION OF REQUIRED BEDDING MATERIAL TO UNIFORM GRADE SO THAT THE ENTIRE LENGTH OF THE PIPE HILL BE SUPPORTED ON A UNIFORMLY DENSE UNYIELDING BASE. PIPE BEDDING SHALL BE PEA GRAVEL 6 INCHES ABOVE AND BELOW 771E PIPE 16. SANITARY SEWER PIPE SHALL BE POLYVINYL CHLORIDE (PVC) RUBBER GASK£TED ASTM D 3034, SDR 35, OR DUCTILE IRON CLASS 50. 17. IN UNIMPROVED AREAS, MANHOLE TO EXTEND MINIMUM 6 INCHES AND MAXIMUM 18 INCHES ABOVE FINISHED GRADE. IN PAVED AREAS, COVER MUST SLOPE IN ALL DIRECTIONS TO MATCH PAVING. S496109 RAPS NOD OOP TEE TO BE INSTALLED MIN /MUM OF 3' BELOW CONE SECTION 2. INSIDE DROP MANHOLE SHALL BE INSTALLED ONLY WHERE APPROVED BY THE CITY J. INSIDE DROP IS ONLY ALLOWED ON EX /SONG MANHOLES. 4. CORE DRILL OPENINGS FOR NEW PIPE. 5. RECHANNEL BASE WITH 3000 PSI CONCRETE HEIGHT OF CHANNELS SHALL BE NO LESS THAN 314 OF PIPE DIAMETERS INSIDE DROP SANITARY MANHOLE DETAIL NOT TO SCALE 02002 TRIAD ASSOCIATES C� /� , S�_ ^('6 /v y' SCANNED MAR 2821103,1 W Z Q Lu cc cc Z u �m A 1� TRIAD ASSOCIATES 1181411581 Ave. NE KrldanE. WA 98034-6923 425.021.8448 425.821.3481 fax 800.488.0766 mil Bee wAw.aie6essoc.com O 2 W y 4 J O h °x DONALD I WLL PE PROJECT MANAGER BRADLEY T. FREEMAN, RS PRWM SURVEYOR MAN! A T UI= RE 9,Tlyi ll :1. 41:I:i � PROM IANDSCAPE ARCBIYECf EBLSI' SOB1117'TAL DATE: n/1 102 SCAM MR: NIA VW.:N /A Z X 3 W V EXPIRES: 4/06/03 STAMP NOT VALID DNLSSS SIGNED AND DAM LOB N0. 00--V22 Sm NO. 330P 44 UA00,12` ;J n X r [x' A O K rd � � m ° x 0 0 m Rp N m ;J