Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
zS-3651Set
N W KING COUNTY, N y 9 2 ( i 30" Douglas fi U Y ° N RIM= 419.0 w O ) B 3 TRIP 1 PRIVATE FF= 421.0 ' - _ _ IE= 417.00, 12 "0 o IE = 409.4 8 C D ° A0. W Q W Z O 0 Z STA: 1 +18.60, 19.72 RT INT'X STA: 1 +00 NE 2ND PLACE = STA: 27 +42.07 HOQUTAM AVENUE SSMH #1, TYPE 1 48 "0 -- STA: 1 +15.00, 5.00 RT RIM= 417.64 w /SOUD LOCKING LID IE = 408.92 8"0 IN (E) IE = 408.82 8 "0 OUT (S) BECLAN PLACE - MINOR AMENDMENT A PORTION OF THE NW %4 OF THE NE %4 OF SEC. 15, TWP. 23N., RGE. 5E., WaMs CITY W KING COUNTY, WASHINGTON y 9 2 ( i 30" Douglas fi SSMH !G, TYPE 1 48.0 Li o RIM= 419.0 w O STA: 5 +05.85, 143.98 LT B 3 TRIP 1 PRIVATE FF= 421.0 ' - _ _ RIM= 419.73 w /SOUD LOCKING LID IE= 417.00, 12 "0 ple c,/ TA: 2 +32. 2 i L IE = 409.4 8 IE = 473.16 6 "0 IN (N) D ° A0. W Q W W U 26 GV U go z� W Z \ C W CB 14 TYPE 1 I I Z A.Od.�87, S STA: 4k4,8277�.54 L i \j- A i FF= 423.0 3 ,` -. \\ L W W B 17, TYPE 1 o R =46.0.0 S STA: 5+05.85, 6 MZ_ W Z 15.22 LT 4 45.22 LT \ 6 __ -RD D D S Q \ 1 11 z Q cn Z O 0 Z STA: 1 +18.60, 19.72 RT INT'X STA: 1 +00 NE 2ND PLACE = STA: 27 +42.07 HOQUTAM AVENUE SSMH #1, TYPE 1 48 "0 -- STA: 1 +15.00, 5.00 RT RIM= 417.64 w /SOUD LOCKING LID IE = 408.92 8"0 IN (E) IE = 408.82 8 "0 OUT (S) BECLAN PLACE - MINOR AMENDMENT A PORTION OF THE NW %4 OF THE NE %4 OF SEC. 15, TWP. 23N., RGE. 5E., WaMs CITY OF RENTON, KING COUNTY, WASHINGTON y 9 2 ( i 30" Douglas fi SSMH !G, TYPE 1 48.0 INSTALL 12 "0 CAP o RIM= 419.0 w �- STA: 2+37.57, 58.50 LT STA: 5 +05.85, 143.98 LT B 3 TRIP 1 PRIVATE FF= 421.0 ' - _ _ RIM= 419.73 w /SOUD LOCKING LID IE= 417.00, 12 "0 ple c,/ TA: 2 +32. 2 i L IE = 409.4 8 IE = 473.16 6 "0 IN (N) 12.50' PUBLIC STORM DRAINAGE EASEMENT ° A0. 34" Cedar i IE = 413.06 8 °0 OUT (SW) TO THE CITY OF RENTON _ - -- 5 418 e lock A 26 GV 24 2 N 88'23'14" TEMPORARY 5' Y W 342.00' ASPHALT RAMP n-,1 c ,.e 11 - -- =79.33 R =46.00 IER FREE CURB CUT j,t X48.59'22' )ETAIL SHEET C -13 I ^.. 1 Tan =20.96 1 +45.80, 1422 RT W I m I I I W Q 5 O SANITARY SEWER STUB ENCASEMENT SANITARY SEWER STUBS FOR LOTS 23 & 24 SHALL BE ENCASED IN CONCRETE 5' EITHER SIDE OF THE CROSSING WITH THE 12 "0 WATER MAIN. 19 Cedar FF= 419. F'T 15" H- \ k E 1 48 "0 1 1 - 416 PLAN VIEW 1" = 40' 0 v0.\ A 22 FF= 424.0 � SE1 RD __ -- - 21 1 20 FF= 426.0 I FF= 427.0 I i r GlIel -i- - GRAPHIC SCALE d0 0 20 40. ea 160 ( IN FEET ) I inch = 40 ft. 1 I 'I sS��` -r CB 12A TYPE./2 72 481' _ R955 CB 15 TYPE 1 R -- - -- STA: 3 +46. 14.22 RT RD - - -- RD55 ,p-- -� - - -� I NaN i STA 4 +14.89, \) W CB 15P TYP i I g STA: 4 +14.89, SMH TYR 515448 "6 CB 18 TYPE 1 � 10' PRIVATE UTILITIES E SEMENT \ I � � I 26.00 RT STA: +70.28, 10.04' RT STA: 5+47.00, I BECLAN PLACE HOA r\ RIM= 17.50 w /SOLID LOCKING LID 15.22 RT - I IE = 10.46 8 °0 IN (E) I ! I IE = 410.36 8 °0 OUT (NW) I 1 1 15 14 ' 13 y As h01 12 11 10 g 8 I h FF= 479` FF= 419.0 I FF= 420.0 FF= 421.0 FF= 424.0 II ;'� FF= 423.0 1 I i I � FF= 426.0 FF= 427.0 I I "6' INSTALL CAP IE = 426.29, 12" 0 ABANDON EX. SEPTIC DRAINFIELD PER HEALTH DEPARTMENT STANDARDS LOT #21 & DEMOLISH HOUSE ON PARCEL 1523059064, JERICHO AVE. NE K4 17.22 LT STA: 7 +20.00, 5.00' RT RIM= 425.35 w /SOLID LOCKING IE = 415.83 6 °0 IN (NE, SE) IE = 415.70 8 °0 OUT (W) w so o SANITARY SEWER PIPE TABLE s _ D' VIC 100.0 ' VC DD" 428 0 - -- - - - -:- '- - -_- -- -- -_ 426 ( 114 LF 8" PVC SDR 35 D3034 @ 0.50% = HI POINT E V = 411.05 LO POINT E V = 41 .38 EXSTII G PROF( E HIGH POINT TA = 2 20 UR POINT STA = 4+11.89 CENTEf LINE OF RAW 153 LF 8" PVC SDR 35 03034 @ 0.50% �;'S' -_ PM STA = 2 +20 __ _ -_.__ __ ___- PVI STA = 4+40 ' _ __ __ _ -- 426 °a °x CB 9A TYPE 2 48•,0 PV1 ELEV = 419.20 PM ELEV = 417.00 INISHED (PROFILE ® j �i z " "- 426 O 49 8 PVC SDR 35 03034 ®1.50% ono A.D. -2.00 A.D. - 4.02 1 r w L n °� SOLID LICKING D R K - 0.00 n o°, ,R K = 4.89 0 CENTERLI(JE OF R,O.W i `✓ L. 4 424 F ° ° + <- STA -T4 Y$6 _ '< N ----- -- -- ,+, ;r o, '� . -I - -- o 424 N "> RIM= 41.40 ti w CB #12A TYPE • 46 "0 w w ( 302% -' w� SANITARY SEWER SERVICE TABLE V i z IE- 411.A2 12 0 IN (E) m m w w STA: 3 -46.00, 4.22 RT _ - -- 422 - ___... -_ _ 1. 0 --I- - RIM= 4 7 62 422 IE= 41154 12" IN (E) ol 1 IE= 41154 12" OUT(NV) __ '- 1 w0. _ 420 _...- -- -- - -- - - - 1 - - - -- - - - -- - m m -r-?` _. 420 I / W nW XN I 0% i 418 418 _ � I 416 -. -. _. __._... _ SD 4 - .: _. 6 2AF 72 "0 CPI P 73 F 12 "0 'PEP g1LF 2 p CP p SD @ 2 --- -- .... 414 SD ®0.55% WS ?--- -- - -- - --' - --1 -F- -----414 8,0 S @ 150 % --.::I j IE = 421.17 "0 S I ! 67LF 12 "0 CIEP SD 055% 1201E 12 "0 PEP SD 349 LF 412 4 -1 -4 - -.. -- CB 171 TYPE 7 _I SSMH , TfPE 48 °0 412 -- ( S7A 5 +47.00,11522 LT STA: 7 +J 20.1)0, .00 RTI 1 15 LF 8 0 SS @ 0 507 N= 479 91 ! ! RIM= 415.3:1 w %OLID LOCKING D 410 04 S @ 10.55% I _. '--- -- "- _ -- --..._ CB 14, YPE 1 _ E�15.75 -12 OJN (,) - 1 -- IF - &I .83- 8=D( -IN-(N E) 410 STA: 4H 14.89, 1' -.54' LT IE= 4115 75 12 4 OUT (W) 1 IE = 41 .30 8 "0 OUT (W Q CURB T RU GRA E 408 1 ! ___.._.__ -... _.__.. RIM= 417.06 ! 408 IE= 413 23 8 "0 IN (N) _ O EIM= , 997912? OUT N _ SSMH , TYPE 1 48 0 IE= 412 90 12 "0 IN E CB'0 STA: 219.67. �' 95' RT IE- 412 gnn�^ IT !- - - - -- -- -- 406 406 - ._. ___.._ __ X472 _ STA: 11+45.80, 14.22' RT RIM= 4 9.03 w 60LJD LOCKING U _ 90 12 "0 OUT (W A: +4. RIM= 47810 IE = 40959 a "0 IN (SE, NE) 404 IE-=- 40949- 8"- O-- OUT-(W)___- _ 1 ! . -. __ _....._...404 IE= 411.57 121 0 IN (U SSM PE`�48 CB 15, 'YPE 1 CB #I(, TYPE 1 STA: 3+70Z, , 10.04 RT STA: 4 14.89, 1 .54 RT IE= 411.57 12 "0 OUT (S) STA. 5 +05.8 1522' LT I ! CB 12 TYPE 2 148 0 .RIM- 417.50 w SOU LOCKING UD CURB T RU GRA E ! 402 1 STA: 2 19 67 14.22 R IE = 410.59 6 0 IN iSW') - RIM= 417 06 � - 418:. 7'- - -- - _..F_._ T r- - -- - 402 } MH Al TYPE 1 (48 "0 RIM= 41869 i � � IE, 410.46 8 °0 IN 'E) IE= 41339 8 "0 N (S) IE 14.79 110 IN (� 400 TA: 1+15.00. 5.00' RT ! IE 14.79 1 0 IN (Nd) _ E= 41114- In1JN_(NE)L_ _...__ _IE�- 41036 -"U ( IE=- 420612"0- OU.T {N- -._... _ _ _._ __ -_I 1 400 IM= 41 X64 w /SQUD LOCKING UDI IE= 411194 12 01 IN (SE) IE- 14.79 11-0 OUT �W) 1 EXISTING GRADE @ ! �r11 � 408 r !92 8o�I,°< o (( } 'cr?1 IE = 4e11- . 1rn 94 12n `�r0 j OUT (�W r v a CEOcN1 cNv R LNe E i �AF D RAW PROFILE 398 1- 40882 ! _ SCALE: i" - H R Z ROPOSED G RT CENIRLNE F ROW VERTICAL DATUM 396 v n e uc� j I N ,0. 33996 rn I m Ad tn � CITY Of RENTON, NAVD 88 a ° 394 ...... 394 8 v BENCHMARK CITY OF RENTON BENCHMARK #2104. 1" IP W /PLUG & TACK DOWN 0.9' IN CASE LOCATED AT THE INTERSECTION OF SE 136TH ST. AND 144TH AVENUE SE. ELEV.= 399.340 FEET (121.719 METERS) 0+00 1-tLU Itou Ltuu Ltw Ltau Jrzu Jrou 4ruu 4t4u 4tou DtLU Otou CALL 48 HOURS BEFORE YOU DIG 1- 800 - 424 -5555 CHECKED FOR COMPLIAN / /// /iii /l . Date ♦ is � or-vl Date Date ITOV oruu REVISION LOT STUB STATION AT MAIN STATION AT END OF IE AT IE END STATION SERVICE MAIN OF SERVICE 8 0 +00 STA: 7 +20.22, 5.00' RT STA' 7 +38.18, 31.00' RT 415.83 420.90 9 2 +96 STA: 6 +63.00, 5.00' RT STA 6 +63.00, 31.00' RT 414.97 418.87 10 2+38 STA: 6+04.71 5.00' RT STA. 6 +04.71, 31.00' RT 413.96 417.08 11 1 +76 STA: 5 +43.00 5.00' RT STA 5 +43.00, 31.00' RT 413.17 417.07 12 1 +56 STA' 5 +23.00 5.00' AT STA 5 +23.00, 31.00' RT 412.87 415.73 13 0 +56 STA: 4 +23.00, 5.00' RT STA 4123.00, 31.00' RT 411.37 413.84 14 0 +13 STA: 3+80.91 5.00' RT STA: 3183.86, 31.00' RT 410.73 412.55 15 0 +00 3TA 3 +70.28, 10.04' RI STA. 3 +69.06, 31.00' RT 410.59 412.69 19 0 +57 STA 2+77.25 5.00' RT STA 2 +77.25, 31.00' RT 409.95 412.55 20 0 +00 STA: 7 +20.00 5.00' RT STA: 7 +54.62, 31.00' LT 415.83 420.82 21 2 +87 STA: 6 +53.60 5.00' AT STA' 6 +53.60, 31.00' LT 414.84 418.44 22 7. +67 STA: 6+33.35 5.00' RT STA:6 +33.35, 31.00' LT 414.58 418.90 23 1 +52 STA: 5 +18.35 5.00' RT STA:5+18.35, 31.00' LT 412.81 413.53 24 1 +32 STA 4 +98.35, 5.00' RT STA. 4 +98.35, 31.00' LT 41251 413.23 25 1 1 +36 STA: 3 1 56.12 5.00 AT STA. 3+58.47, 31.00' LT - 410 37 411.09 29 1 0+79 1 STA: 1 1 93.77, 3.42 RTI STA: 1 +93.77, 31.00' LT 409.39 411.19 S= 365101 A ,,yy��.SCk�. 44 I °F w" r,��Cpr, � c ANA AS Cmiommu TP$ PLd..0 "A�'1 Zg7'Fm" SIONAt S�'� g11L EARN• 8 ""CT Ym6EIw 1995 S. Weal STREET 6= (1533) 272 -40 08 25'/2- FEDERAL WAY. WA 98003 lmaTwWWAC iIO CITY OF RENTON DEPARTMENT OF PUBLIC WORKS BECLAN PLACE - MINOR AMENDMENT SANITARY SEWER PLAN AND PROFILE NE 2ND PUCE. DESIGNED: BAS DATE: 08/25/12 FILE NAME 12183 -C15 DRAWN. TAS CHECKED: BAS SCALE. 1' : 40• FIELD 86OK PAGE OF PWLZCC ..S APPR. DATE APPROVED: SHEET: -15 OF -25 4��t ''��''^^��{^^ ➢IR��6.,C.[.FJJTCR O SSMH E E 1 48 "0 1 1 1 FF= S STA: 2 +19. 7 7, 0.95' RT RIM= 419.0 w w /SOUD LOCKING LID'S I I \\ I IE = 409.5 8 8 "0 IN (SE, NE) \ I IE = 409.4 8 8 "0 OUT (2") 1 1 34" Cedar i i \\ -' 2 25 2 24 2 23 \ C CB 14P TYPE 1 C CB 14 TYPE 1 I I A.Od.�87, S STA: 4k4,8277�.54 L i \j- A i FF= 423.0 3 ,` -. \\ L L -39.33 C CB 16, TYPE 1 B B 17, TYPE 1 m \ R R =46.0.0 S STA: 5+05.85, 6 6TA: 5 +47.00, \\ , a and =20.96 1 15.22 LT 4 45.22 LT \ 6 __ -RD D D S \ 1 11 22 FF= 424.0 � SE1 RD __ -- - 21 1 20 FF= 426.0 I FF= 427.0 I i r GlIel -i- - GRAPHIC SCALE d0 0 20 40. ea 160 ( IN FEET ) I inch = 40 ft. 1 I 'I sS��` -r CB 12A TYPE./2 72 481' _ R955 CB 15 TYPE 1 R -- - -- STA: 3 +46. 14.22 RT RD - - -- RD55 ,p-- -� - - -� I NaN i STA 4 +14.89, \) W CB 15P TYP i I g STA: 4 +14.89, SMH TYR 515448 "6 CB 18 TYPE 1 � 10' PRIVATE UTILITIES E SEMENT \ I � � I 26.00 RT STA: +70.28, 10.04' RT STA: 5+47.00, I BECLAN PLACE HOA r\ RIM= 17.50 w /SOLID LOCKING LID 15.22 RT - I IE = 10.46 8 °0 IN (E) I ! I IE = 410.36 8 °0 OUT (NW) I 1 1 15 14 ' 13 y As h01 12 11 10 g 8 I h FF= 479` FF= 419.0 I FF= 420.0 FF= 421.0 FF= 424.0 II ;'� FF= 423.0 1 I i I � FF= 426.0 FF= 427.0 I I "6' INSTALL CAP IE = 426.29, 12" 0 ABANDON EX. SEPTIC DRAINFIELD PER HEALTH DEPARTMENT STANDARDS LOT #21 & DEMOLISH HOUSE ON PARCEL 1523059064, JERICHO AVE. NE K4 17.22 LT STA: 7 +20.00, 5.00' RT RIM= 425.35 w /SOLID LOCKING IE = 415.83 6 °0 IN (NE, SE) IE = 415.70 8 °0 OUT (W) w so o SANITARY SEWER PIPE TABLE s _ D' VIC 100.0 ' VC DD" 428 0 - -- - - - -:- '- - -_- -- -- -_ 426 ( 114 LF 8" PVC SDR 35 D3034 @ 0.50% = HI POINT E V = 411.05 LO POINT E V = 41 .38 EXSTII G PROF( E HIGH POINT TA = 2 20 UR POINT STA = 4+11.89 CENTEf LINE OF RAW 153 LF 8" PVC SDR 35 03034 @ 0.50% �;'S' -_ PM STA = 2 +20 __ _ -_.__ __ ___- PVI STA = 4+40 ' _ __ __ _ -- 426 °a °x CB 9A TYPE 2 48•,0 PV1 ELEV = 419.20 PM ELEV = 417.00 INISHED (PROFILE ® j �i z " "- 426 O 49 8 PVC SDR 35 03034 ®1.50% ono A.D. -2.00 A.D. - 4.02 1 r w L n °� SOLID LICKING D R K - 0.00 n o°, ,R K = 4.89 0 CENTERLI(JE OF R,O.W i `✓ L. 4 424 F ° ° + <- STA -T4 Y$6 _ '< N ----- -- -- ,+, ;r o, '� . -I - -- o 424 N "> RIM= 41.40 ti w CB #12A TYPE • 46 "0 w w ( 302% -' w� SANITARY SEWER SERVICE TABLE V i z IE- 411.A2 12 0 IN (E) m m w w STA: 3 -46.00, 4.22 RT _ - -- 422 - ___... -_ _ 1. 0 --I- - RIM= 4 7 62 422 IE= 41154 12" IN (E) ol 1 IE= 41154 12" OUT(NV) __ '- 1 w0. _ 420 _...- -- -- - -- - - - 1 - - - -- - - - -- - m m -r-?` _. 420 I / W nW XN I 0% i 418 418 _ � I 416 -. -. _. __._... _ SD 4 - .: _. 6 2AF 72 "0 CPI P 73 F 12 "0 'PEP g1LF 2 p CP p SD @ 2 --- -- .... 414 SD ®0.55% WS ?--- -- - -- - --' - --1 -F- -----414 8,0 S @ 150 % --.::I j IE = 421.17 "0 S I ! 67LF 12 "0 CIEP SD 055% 1201E 12 "0 PEP SD 349 LF 412 4 -1 -4 - -.. -- CB 171 TYPE 7 _I SSMH , TfPE 48 °0 412 -- ( S7A 5 +47.00,11522 LT STA: 7 +J 20.1)0, .00 RTI 1 15 LF 8 0 SS @ 0 507 N= 479 91 ! ! RIM= 415.3:1 w %OLID LOCKING D 410 04 S @ 10.55% I _. '--- -- "- _ -- --..._ CB 14, YPE 1 _ E�15.75 -12 OJN (,) - 1 -- IF - &I .83- 8=D( -IN-(N E) 410 STA: 4H 14.89, 1' -.54' LT IE= 4115 75 12 4 OUT (W) 1 IE = 41 .30 8 "0 OUT (W Q CURB T RU GRA E 408 1 ! ___.._.__ -... _.__.. RIM= 417.06 ! 408 IE= 413 23 8 "0 IN (N) _ O EIM= , 997912? OUT N _ SSMH , TYPE 1 48 0 IE= 412 90 12 "0 IN E CB'0 STA: 219.67. �' 95' RT IE- 412 gnn�^ IT !- - - - -- -- -- 406 406 - ._. ___.._ __ X472 _ STA: 11+45.80, 14.22' RT RIM= 4 9.03 w 60LJD LOCKING U _ 90 12 "0 OUT (W A: +4. RIM= 47810 IE = 40959 a "0 IN (SE, NE) 404 IE-=- 40949- 8"- O-- OUT-(W)___- _ 1 ! . -. __ _....._...404 IE= 411.57 121 0 IN (U SSM PE`�48 CB 15, 'YPE 1 CB #I(, TYPE 1 STA: 3+70Z, , 10.04 RT STA: 4 14.89, 1 .54 RT IE= 411.57 12 "0 OUT (S) STA. 5 +05.8 1522' LT I ! CB 12 TYPE 2 148 0 .RIM- 417.50 w SOU LOCKING UD CURB T RU GRA E ! 402 1 STA: 2 19 67 14.22 R IE = 410.59 6 0 IN iSW') - RIM= 417 06 � - 418:. 7'- - -- - _..F_._ T r- - -- - 402 } MH Al TYPE 1 (48 "0 RIM= 41869 i � � IE, 410.46 8 °0 IN 'E) IE= 41339 8 "0 N (S) IE 14.79 110 IN (� 400 TA: 1+15.00. 5.00' RT ! IE 14.79 1 0 IN (Nd) _ E= 41114- In1JN_(NE)L_ _...__ _IE�- 41036 -"U ( IE=- 420612"0- OU.T {N- -._... _ _ _._ __ -_I 1 400 IM= 41 X64 w /SQUD LOCKING UDI IE= 411194 12 01 IN (SE) IE- 14.79 11-0 OUT �W) 1 EXISTING GRADE @ ! �r11 � 408 r !92 8o�I,°< o (( } 'cr?1 IE = 4e11- . 1rn 94 12n `�r0 j OUT (�W r v a CEOcN1 cNv R LNe E i �AF D RAW PROFILE 398 1- 40882 ! _ SCALE: i" - H R Z ROPOSED G RT CENIRLNE F ROW VERTICAL DATUM 396 v n e uc� j I N ,0. 33996 rn I m Ad tn � CITY Of RENTON, NAVD 88 a ° 394 ...... 394 8 v BENCHMARK CITY OF RENTON BENCHMARK #2104. 1" IP W /PLUG & TACK DOWN 0.9' IN CASE LOCATED AT THE INTERSECTION OF SE 136TH ST. AND 144TH AVENUE SE. ELEV.= 399.340 FEET (121.719 METERS) 0+00 1-tLU Itou Ltuu Ltw Ltau Jrzu Jrou 4ruu 4t4u 4tou DtLU Otou CALL 48 HOURS BEFORE YOU DIG 1- 800 - 424 -5555 CHECKED FOR COMPLIAN / /// /iii /l . Date ♦ is � or-vl Date Date ITOV oruu REVISION LOT STUB STATION AT MAIN STATION AT END OF IE AT IE END STATION SERVICE MAIN OF SERVICE 8 0 +00 STA: 7 +20.22, 5.00' RT STA' 7 +38.18, 31.00' RT 415.83 420.90 9 2 +96 STA: 6 +63.00, 5.00' RT STA 6 +63.00, 31.00' RT 414.97 418.87 10 2+38 STA: 6+04.71 5.00' RT STA. 6 +04.71, 31.00' RT 413.96 417.08 11 1 +76 STA: 5 +43.00 5.00' RT STA 5 +43.00, 31.00' RT 413.17 417.07 12 1 +56 STA' 5 +23.00 5.00' AT STA 5 +23.00, 31.00' RT 412.87 415.73 13 0 +56 STA: 4 +23.00, 5.00' RT STA 4123.00, 31.00' RT 411.37 413.84 14 0 +13 STA: 3+80.91 5.00' RT STA: 3183.86, 31.00' RT 410.73 412.55 15 0 +00 3TA 3 +70.28, 10.04' RI STA. 3 +69.06, 31.00' RT 410.59 412.69 19 0 +57 STA 2+77.25 5.00' RT STA 2 +77.25, 31.00' RT 409.95 412.55 20 0 +00 STA: 7 +20.00 5.00' RT STA: 7 +54.62, 31.00' LT 415.83 420.82 21 2 +87 STA: 6 +53.60 5.00' AT STA' 6 +53.60, 31.00' LT 414.84 418.44 22 7. +67 STA: 6+33.35 5.00' RT STA:6 +33.35, 31.00' LT 414.58 418.90 23 1 +52 STA: 5 +18.35 5.00' RT STA:5+18.35, 31.00' LT 412.81 413.53 24 1 +32 STA 4 +98.35, 5.00' RT STA. 4 +98.35, 31.00' LT 41251 413.23 25 1 1 +36 STA: 3 1 56.12 5.00 AT STA. 3+58.47, 31.00' LT - 410 37 411.09 29 1 0+79 1 STA: 1 1 93.77, 3.42 RTI STA: 1 +93.77, 31.00' LT 409.39 411.19 S= 365101 A ,,yy��.SCk�. 44 I °F w" r,��Cpr, � c ANA AS Cmiommu TP$ PLd..0 "A�'1 Zg7'Fm" SIONAt S�'� g11L EARN• 8 ""CT Ym6EIw 1995 S. Weal STREET 6= (1533) 272 -40 08 25'/2- FEDERAL WAY. WA 98003 lmaTwWWAC iIO CITY OF RENTON DEPARTMENT OF PUBLIC WORKS BECLAN PLACE - MINOR AMENDMENT SANITARY SEWER PLAN AND PROFILE NE 2ND PUCE. DESIGNED: BAS DATE: 08/25/12 FILE NAME 12183 -C15 DRAWN. TAS CHECKED: BAS SCALE. 1' : 40• FIELD 86OK PAGE OF PWLZCC ..S APPR. DATE APPROVED: SHEET: -15 OF -25 4��t ''��''^^��{^^ ➢IR��6.,C.[.FJJTCR O i z IE- 411.A2 12 0 IN (E) m m w w STA: 3 -46.00, 4.22 RT _ - -- 422 - ___... -_ _ 1. 0 --I- - RIM= 4 7 62 422 IE= 41154 12" IN (E) ol 1 IE= 41154 12" OUT(NV) __ '- 1 w0. _ 420 _...- -- -- - -- - - - 1 - - - -- - - - -- - m m -r-?` _. 420 I / W nW XN I 0% i 418 418 _ � I 416 -. -. _. __._... _ SD 4 - .: _. 6 2AF 72 "0 CPI P 73 F 12 "0 'PEP g1LF 2 p CP p SD @ 2 --- -- .... 414 SD ®0.55% WS ?--- -- - -- - --' - --1 -F- -----414 8,0 S @ 150 % --.::I j IE = 421.17 "0 S I ! 67LF 12 "0 CIEP SD 055% 1201E 12 "0 PEP SD 349 LF 412 4 -1 -4 - -.. -- CB 171 TYPE 7 _I SSMH , TfPE 48 °0 412 -- ( S7A 5 +47.00,11522 LT STA: 7 +J 20.1)0, .00 RTI 1 15 LF 8 0 SS @ 0 507 N= 479 91 ! ! RIM= 415.3:1 w %OLID LOCKING D 410 04 S @ 10.55% I _. '--- -- "- _ -- --..._ CB 14, YPE 1 _ E�15.75 -12 OJN (,) - 1 -- IF - &I .83- 8=D( -IN-(N E) 410 STA: 4H 14.89, 1' -.54' LT IE= 4115 75 12 4 OUT (W) 1 IE = 41 .30 8 "0 OUT (W Q CURB T RU GRA E 408 1 ! ___.._.__ -... _.__.. RIM= 417.06 ! 408 IE= 413 23 8 "0 IN (N) _ O EIM= , 997912? OUT N _ SSMH , TYPE 1 48 0 IE= 412 90 12 "0 IN E CB'0 STA: 219.67. �' 95' RT IE- 412 gnn�^ IT !- - - - -- -- -- 406 406 - ._. ___.._ __ X472 _ STA: 11+45.80, 14.22' RT RIM= 4 9.03 w 60LJD LOCKING U _ 90 12 "0 OUT (W A: +4. RIM= 47810 IE = 40959 a "0 IN (SE, NE) 404 IE-=- 40949- 8"- O-- OUT-(W)___- _ 1 ! . -. __ _....._...404 IE= 411.57 121 0 IN (U SSM PE`�48 CB 15, 'YPE 1 CB #I(, TYPE 1 STA: 3+70Z, , 10.04 RT STA: 4 14.89, 1 .54 RT IE= 411.57 12 "0 OUT (S) STA. 5 +05.8 1522' LT I ! CB 12 TYPE 2 148 0 .RIM- 417.50 w SOU LOCKING UD CURB T RU GRA E ! 402 1 STA: 2 19 67 14.22 R IE = 410.59 6 0 IN iSW') - RIM= 417 06 � - 418:. 7'- - -- - _..F_._ T r- - -- - 402 } MH Al TYPE 1 (48 "0 RIM= 41869 i � � IE, 410.46 8 °0 IN 'E) IE= 41339 8 "0 N (S) IE 14.79 110 IN (� 400 TA: 1+15.00. 5.00' RT ! IE 14.79 1 0 IN (Nd) _ E= 41114- In1JN_(NE)L_ _...__ _IE�- 41036 -"U ( IE=- 420612"0- OU.T {N- -._... _ _ _._ __ -_I 1 400 IM= 41 X64 w /SQUD LOCKING UDI IE= 411194 12 01 IN (SE) IE- 14.79 11-0 OUT �W) 1 EXISTING GRADE @ ! �r11 � 408 r !92 8o�I,°< o (( } 'cr?1 IE = 4e11- . 1rn 94 12n `�r0 j OUT (�W r v a CEOcN1 cNv R LNe E i �AF D RAW PROFILE 398 1- 40882 ! _ SCALE: i" - H R Z ROPOSED G RT CENIRLNE F ROW VERTICAL DATUM 396 v n e uc� j I N ,0. 33996 rn I m Ad tn � CITY Of RENTON, NAVD 88 a ° 394 ...... 394 8 v BENCHMARK CITY OF RENTON BENCHMARK #2104. 1" IP W /PLUG & TACK DOWN 0.9' IN CASE LOCATED AT THE INTERSECTION OF SE 136TH ST. AND 144TH AVENUE SE. ELEV.= 399.340 FEET (121.719 METERS) 0+00 1-tLU Itou Ltuu Ltw Ltau Jrzu Jrou 4ruu 4t4u 4tou DtLU Otou CALL 48 HOURS BEFORE YOU DIG 1- 800 - 424 -5555 CHECKED FOR COMPLIAN / /// /iii /l . Date ♦ is � or-vl Date Date ITOV oruu REVISION LOT STUB STATION AT MAIN STATION AT END OF IE AT IE END STATION SERVICE MAIN OF SERVICE 8 0 +00 STA: 7 +20.22, 5.00' RT STA' 7 +38.18, 31.00' RT 415.83 420.90 9 2 +96 STA: 6 +63.00, 5.00' RT STA 6 +63.00, 31.00' RT 414.97 418.87 10 2+38 STA: 6+04.71 5.00' RT STA. 6 +04.71, 31.00' RT 413.96 417.08 11 1 +76 STA: 5 +43.00 5.00' RT STA 5 +43.00, 31.00' RT 413.17 417.07 12 1 +56 STA' 5 +23.00 5.00' AT STA 5 +23.00, 31.00' RT 412.87 415.73 13 0 +56 STA: 4 +23.00, 5.00' RT STA 4123.00, 31.00' RT 411.37 413.84 14 0 +13 STA: 3+80.91 5.00' RT STA: 3183.86, 31.00' RT 410.73 412.55 15 0 +00 3TA 3 +70.28, 10.04' RI STA. 3 +69.06, 31.00' RT 410.59 412.69 19 0 +57 STA 2+77.25 5.00' RT STA 2 +77.25, 31.00' RT 409.95 412.55 20 0 +00 STA: 7 +20.00 5.00' RT STA: 7 +54.62, 31.00' LT 415.83 420.82 21 2 +87 STA: 6 +53.60 5.00' AT STA' 6 +53.60, 31.00' LT 414.84 418.44 22 7. +67 STA: 6+33.35 5.00' RT STA:6 +33.35, 31.00' LT 414.58 418.90 23 1 +52 STA: 5 +18.35 5.00' RT STA:5+18.35, 31.00' LT 412.81 413.53 24 1 +32 STA 4 +98.35, 5.00' RT STA. 4 +98.35, 31.00' LT 41251 413.23 25 1 1 +36 STA: 3 1 56.12 5.00 AT STA. 3+58.47, 31.00' LT - 410 37 411.09 29 1 0+79 1 STA: 1 1 93.77, 3.42 RTI STA: 1 +93.77, 31.00' LT 409.39 411.19 S= 365101 A ,,yy��.SCk�. 44 I °F w" r,��Cpr, � c ANA AS Cmiommu TP$ PLd..0 "A�'1 Zg7'Fm" SIONAt S�'� g11L EARN• 8 ""CT Ym6EIw 1995 S. Weal STREET 6= (1533) 272 -40 08 25'/2- FEDERAL WAY. WA 98003 lmaTwWWAC iIO CITY OF RENTON DEPARTMENT OF PUBLIC WORKS BECLAN PLACE - MINOR AMENDMENT SANITARY SEWER PLAN AND PROFILE NE 2ND PUCE. DESIGNED: BAS DATE: 08/25/12 FILE NAME 12183 -C15 DRAWN. TAS CHECKED: BAS SCALE. 1' : 40• FIELD 86OK PAGE OF PWLZCC ..S APPR. DATE APPROVED: SHEET: -15 OF -25 4��t ''��''^^��{^^ ➢IR��6.,C.[.FJJTCR O S= 365101 A ,,yy��.SCk�. 44 I °F w" r,��Cpr, � c ANA AS Cmiommu TP$ PLd..0 "A�'1 Zg7'Fm" SIONAt S�'� g11L EARN• 8 ""CT Ym6EIw 1995 S. Weal STREET 6= (1533) 272 -40 08 25'/2- FEDERAL WAY. WA 98003 lmaTwWWAC iIO CITY OF RENTON DEPARTMENT OF PUBLIC WORKS BECLAN PLACE - MINOR AMENDMENT SANITARY SEWER PLAN AND PROFILE NE 2ND PUCE. DESIGNED: BAS DATE: 08/25/12 FILE NAME 12183 -C15 DRAWN. TAS CHECKED: BAS SCALE. 1' : 40• FIELD 86OK PAGE OF PWLZCC ..S APPR. DATE APPROVED: SHEET: -15 OF -25 4��t ''��''^^��{^^ ➢IR��6.,C.[.FJJTCR O N W 115,4177 N O y U \ _y0 ; 00 ° Y N U ui IZ e � n 0 O Q 3 2 E w a' a m c a 0 a z 0 rn VERTICAL DATUM CITY OF RENTON, NAVD 88 I BECLAN PLACE m MINOR AMENDMENT A PORTION OF THE NW 1/40F THE NE %4 OF SEC. 15, TWP. 23N., RGE. 5E., W.MI, CITY OF RENTON, KING COUNTY, WASHINGTON 2ND AVENUE NE NE 2ND PLACE SEE SHEET C -17 SEE SHEET C -15 I'� I I -I Y EX. FORCEMAIN FROM MAPLEWOOD ELEM. SCHOOL IS ACTIVE AND TO REMAIN IN SERVICE AT ALL TIMES. FORCEMAIN NOT a II L~ FIELD LOCATED. CONTRACTOR TO VERIFY BARRIER FREE CURB CUT LOCATION PRIOR TO CONSTRUCTION TO ENSURE IT IS NOT IN CONFLICT WITH �j I 1 + SEE DETAIL SHEET C - \3 o y' °6 20 �c PROPOSED STORM CONVEYANCE SYSTEM. I o I o CB 79, TYPE 7 -L 1 CB 20, TIP 7 I I 8 STA: 23 +42.22, STA: 24+ 6 03, yi i I 22.07 LT 17 22 LT 1 I a26 a _�� 'w \ IE RIM GONG N-.9 0 IE 12 CONIC N =417.6 � `---------- - - - - -- -- W 115,4177 r y y CD IZ w r-') z z z z W Q W o z z W W CY CD ck� W O 'S U z_ W C/) W i� L3' QQ z Q n 0 O Q 3 2 E w a' a m c a 0 a z 0 rn VERTICAL DATUM CITY OF RENTON, NAVD 88 I BECLAN PLACE m MINOR AMENDMENT A PORTION OF THE NW 1/40F THE NE %4 OF SEC. 15, TWP. 23N., RGE. 5E., W.MI, CITY OF RENTON, KING COUNTY, WASHINGTON 2ND AVENUE NE NE 2ND PLACE SEE SHEET C -17 SEE SHEET C -15 I'� I I -I Y EX. FORCEMAIN FROM MAPLEWOOD ELEM. SCHOOL IS ACTIVE AND TO REMAIN IN SERVICE AT ALL TIMES. FORCEMAIN NOT a II L~ FIELD LOCATED. CONTRACTOR TO VERIFY BARRIER FREE CURB CUT LOCATION PRIOR TO CONSTRUCTION TO ENSURE IT IS NOT IN CONFLICT WITH �j I 1 + SEE DETAIL SHEET C - \3 o y' °6 20 �c PROPOSED STORM CONVEYANCE SYSTEM. I o I o CB 79, TYPE 7 -L 1 CB 20, TIP 7 I I 8 STA: 23 +42.22, STA: 24+ 6 03, yi i I 22.07 LT 17 22 LT 1 I a26 a _�� 'w \ IE RIM GONG N-.9 0 IE 12 CONIC N =417.6 � `---------- - - - - -- -- IE 72' CONIC 5 =417.4 1 115,4177 r y y 436 434 432 430 428 426 424 422 420 418 416 414 412 410 408 406 OT 27 +00 0 MAINTENANCE. GRAPHIC SCALE 90 0 20 0 W 160 m MEN 0000001 MORRIS ( IN FEET ) 1 inch = 40 ft. MME fixer Goes derground STA: 27+70.98, 17.22 LT i ee -me 1 28+00 _ - - _ 28_ +94.30 - - Eo5 Eno - - - _ W W ®w \ SSMH RIM EL. =432.1 'EX. 8 "0 SS C/L CHAN. EL =420.8 17.22 LT CD CD Me, �M I�< VT� =1270 z3,¢3„� PVI S_ 7.79 _ ._ !`21 PVl E V 4 9.82 N It II n N ^ rm^i A.D = -2.O9 o z - 4 +10 Q w Q w� u3 M n K= 59.877 n v o z PVI TA EV _ 2j736 - --..__. -N �, o, w m ^ ° --- 1 ,6 - --N ° N v < S" y AD. =0.7 QQ QQ N'II [N+p8 N HII U> WC=4N o�: $ K-129.10 ¢¢ _ ¢yam O< -.V 100.100'.__ __. OOh 00 L, ¢w i-N E, In II w EXISTI G PROF LE ® .. 4; --' J. � .. w� >m CENTERLINE 0 RAW >a i ----1' J I j 5'" � FINISHED PROFILE ® p 1.52> 1 Kw LEFT FLNWUNE .".. --' 1 = 1091E 126 OFEP SU w � - r-- ]13E21, TYP i C 22, TY E 1 -� --- CpEp SD � � C I STA. 26 +68.33, 17, 2' LT SLID lOC ING 'LID IE= 424.71 12 "0 OUT (S) R 430, 0.98, 1122' LT ' SSMH #B, TYPE 149 0 RI '- 4 .71 S A 27+ 0 - I 4 71 12"0 IN J I- 43 - _ 6 (KNOCKOUT ON Y) (N) g% 12 "0 OUT (S) ST4: 25 +6..39, 5.OP LT RIM= 426.25 w /SOLID LOCKI G UD EXST. B, TYPE 1 _ -._. ._._ -L. _. --_ -- ...__.. .- ..- -. ---- - -JE_ 1 &QOrB_0_QU�`L(W)_.__- STA 22 +92.39 20.15 T -- . - - - - -- - _ -- SSMH TYPE 148 °0 CB 19 YPE 1- _ _ _ _ ____ _ _ _ _ IE= 41 .6 12 "0 W N�_ _ __ ._._... _IE= _2419. �0 IE= 417.4 12'0 OUT (S STA: 24 76,03, 11.22' L� I EXI611NG GRADE RIM= 4 1 JERICFiO A EN E E PROFILE CENTERLINE OF R.O: STA: 2 +28.39, 5.00 L STA: 2 +42.22, 22.07 T I ` SOA T:--f- 0, AO Z L IE= 419.59 72'0 OUT (S) 1" 4' VE T P OPOSED GRADE RIM= 4 0.19 w OLID L CKING D RIM= 479.10 � I I IE -41 10_8.0 -IN-(N)- _ _ ° L FT FLO INE IE = 412.00 8*9 OUT (W ) IE= 41570 12 "0 OUT (W - I rn p O pp ^O ^O N^ N^ N N N YrN7 N n, Co Lei OJ W W hN M O .- � MOO m ✓O J � r O O O ^ C ^ O [V N N V• V' V ? � cF � < � V• V V cF a K `� V' V V d' ? V' 22 +80 23 +20 23 +60 24+00 24+40 24+80 25 +20 25 +60 26 +00 26 +40 26 +80 27 +20 27 +60 28 +00 28 +40 CITY OF RENTON BENCHMARK #2104. 1" IP W /PLUG & TACK DOWN 0.9' IN CASE LOCATED AT THE INTERSECTION OF SE 136TH ST. AND 144TH AVENUE SE. ELEV.= 399.340 FEET (121.719 METERS) CHECKED TO CITY STANDARDS FOR COMPLIANCE 1 n �LA @Rt Date Date REVISIO 436 434 432 430 428 426 424 422 420 418 416 414 412 410 408 406 SANITARY SEWER PIPE TABLE ® 237 LF 8°0 PVC SDR35 D3034 ® 2.49% 5- 365102 ONE. ENOINEENNG 9, PROJECT YANI OBW 1995 S 37!oH STREET Bus (253) 726-4509 26 +6Q FEDERAL WAY, WA 9BW3 bsollIN&VSAddeeT 0 8 ! -/Z CITY OF RENTON CALL 48 HOURS DEPARTMENT OF PUBLIC WORKS BEFORE YOU DIG .. ......... ........_. BECLAN PLACE - MINOR AMENDMENT 1- 800 - 424 -5555 SANITARY SEWER PLAN AND PROFILE JERICHO AVENUE NE DESIGNED: SAS DATE: 08/25/12 FILE NAME: 12183 -016 DRAWN: TAB CHECKED: BAS SCALE: 1" = 40' FIELD BOOR: '- PAGE: N BY APPR. DATE APPROVED: DIRECTOR PUBLIC WD �C SHEET: C- fBtOF: 25 { CWJ 1 S- 6s f V Y- 22 +80 23 +20 23 +60 24+00 24+40 24+80 25 +20 25 +60 26 +00 26 +40 26 +80 27 +20 27 +60 28 +00 28 +40 CITY OF RENTON BENCHMARK #2104. 1" IP W /PLUG & TACK DOWN 0.9' IN CASE LOCATED AT THE INTERSECTION OF SE 136TH ST. AND 144TH AVENUE SE. ELEV.= 399.340 FEET (121.719 METERS) CHECKED TO CITY STANDARDS FOR COMPLIANCE 1 n �LA @Rt Date Date REVISIO 436 434 432 430 428 426 424 422 420 418 416 414 412 410 408 406 SANITARY SEWER PIPE TABLE ® 237 LF 8°0 PVC SDR35 D3034 ® 2.49% 5- 365102 ONE. ENOINEENNG 9, PROJECT YANI OBW 1995 S 37!oH STREET Bus (253) 726-4509 26 +6Q FEDERAL WAY, WA 9BW3 bsollIN&VSAddeeT 0 8 ! -/Z CITY OF RENTON CALL 48 HOURS DEPARTMENT OF PUBLIC WORKS BEFORE YOU DIG .. ......... ........_. BECLAN PLACE - MINOR AMENDMENT 1- 800 - 424 -5555 SANITARY SEWER PLAN AND PROFILE JERICHO AVENUE NE DESIGNED: SAS DATE: 08/25/12 FILE NAME: 12183 -016 DRAWN: TAB CHECKED: BAS SCALE: 1" = 40' FIELD BOOR: '- PAGE: N BY APPR. DATE APPROVED: DIRECTOR PUBLIC WD �C SHEET: C- fBtOF: 25 { CWJ 1 S- 6s f V Y- N ^ N � U N N I bN 00 a a O C) 3 E U H W 1_4 a a ED ! "Ea D m c rl, nD �m n § 8�� u gg 0 Q E a ^r n q z O >N_ W 1011111111 STA: 23 +33.25, RIM = 406.57 w, BECLAN PLACE - MINOR AMENDMENT A PORTION OF THE NW % OF THE NE 1/40F SEC. 15, TWP. 23N., RGE. CITY OF RENTON, KING COUNTY, WASHINGTON W / / AT I a.1 kutA CB #4 TYPE 2 48"o STA: 8+00.00, 14.22 LT -_`tj ' ( 0.1 NE 2ND CORE DRILL EX. SSMH IF � - v kPl��"GyWiJ� ry � me IE =41 n G).'�II I- C-) 3) 1- OR x UW ¢ ,x mi 2 +64 LW go z� 10.07' CL CB RIM EL. -418.9 � Cn W ��611R z� ° g� =' o STA: �z x of W CV W O 40.00' m z_ w z IE= 412.108 "0 IN (N) 414.05 1$� I + 1 >- RT 7.76' ry STA 10 +55,43, 40.00' :n 407.97 z 5 o, Q IN Cn 23.5 a a O C) 3 E U H W 1_4 a a ED ! "Ea D m c rl, nD �m n § 8�� u gg 0 Q E a ^r n q z O >N_ W 1011111111 STA: 23 +33.25, RIM = 406.57 w, BECLAN PLACE - MINOR AMENDMENT A PORTION OF THE NW % OF THE NE 1/40F SEC. 15, TWP. 23N., RGE. CITY OF RENTON, KING COUNTY, WASHINGTON 0 EX SSMH, TYPE 1 60 "0 ' 9 STA: 22+83,27, 3.58 L 1 RIM= ±406.4 ° IE = ±395.68 8.0 IN (N) 1 IE = 1383.50 8'0 OUT (S) J INSIDE DROP, RECHANNEL MANHOLE 51 IW � I 426 424 422 420 418 416 414 412 410 408 406 404 402 400 398 396 VERTICAL DATUM: CITY OF RENTON, NAVD 88 BENCHMARK STA: 7 +11.51, 41.47 LT BACK OF SIDEWALK, SEE iU I / / AT I a.1 kutA CB #4 TYPE 2 48"o STA: 8+00.00, 14.22 LT -_`tj ' ( 0.1 NE 2ND CORE DRILL EX. SSMH IF � - v kPl��"GyWiJ� RECHANNEL SSMH � me IE =41 -' ! GALE S CHFIN G).'�II 1 _ kil 3) 1- OR x y SHEET: C -i] OF: 25 ,x 5 - 2 +64 STA: 10.07' 1 CB RIM EL. -418.9 � 1 I I I ��611R •'�� �,_ 415.20 =' PLAN VIEW STA: CB x i 1 LT STA. RIM= 420.19 w /SOLID LOCKING UD 40.00' LT 1 " =40' IE= 412.108 "0 IN (N) 414.05 1$� I + 1 I RT 7.76' LT STA 10 +55,43, 40.00' :n 407.97 413.13 5 o, STA: IN 7 +06.0 23.5 STA: 10+21.57 40.00' LT STA: 412.93 6 0 +24 STA: .4 9 +353, 5.46' LT 0 EX SSMH, TYPE 1 60 "0 ' 9 STA: 22+83,27, 3.58 L 1 RIM= ±406.4 ° IE = ±395.68 8.0 IN (N) 1 IE = 1383.50 8'0 OUT (S) J INSIDE DROP, RECHANNEL MANHOLE 51 IW � I 426 424 422 420 418 416 414 412 410 408 406 404 402 400 398 396 VERTICAL DATUM: CITY OF RENTON, NAVD 88 BENCHMARK STA: 7 +11.51, 41.47 LT BACK OF SIDEWALK, SEE FF- -ran.o #6P. TYPE 1 CB #6, TYPE 1 I` STA: 9 +85.43 15.22 L < EXST. SSMH TYPE 1 48'.- STA: 9 +11.55, 5.00' LT" RIM= 412.60 IE = 405.70 8 "0 IN (E) IE = 405.83 6'0 IN (N) IE = 405.60 8 "0 OUT IS) 4 i 3 I FF= 419.0 FF= 420.0 - CEMENT CONC ETE CURB GUTTER & SIDEWALK, SEE DETAIL Sf TS C -11 & C -13 5E., W.M. 2 I 1 i ROW DEDICATION FF= 421.0 I TO CI%OF NOTON � I I I I 1 I GRAPHIC SCALE 40 E 20 '10 80 160 ( IN FEET ) 1 inch = 40 ft iU I / / AT I NE 2ND STRBEi CB #4 TYPE 2 48"o STA: 8+00.00, 14.22 LT -_`tj ' ( 0.1 NE 2ND CORE DRILL EX. SSMH IF J m - KNOCK OUT NOT AVAILABLE RECHANNEL SSMH � me IE =41 -' ! GALE S CHFIN �OI 1 I 3) 1- OR x y FF- -ran.o #6P. TYPE 1 CB #6, TYPE 1 I` STA: 9 +85.43 15.22 L < EXST. SSMH TYPE 1 48'.- STA: 9 +11.55, 5.00' LT" RIM= 412.60 IE = 405.70 8 "0 IN (E) IE = 405.83 6'0 IN (N) IE = 405.60 8 "0 OUT IS) 4 i 3 I FF= 419.0 FF= 420.0 - CEMENT CONC ETE CURB GUTTER & SIDEWALK, SEE DETAIL Sf TS C -11 & C -13 5E., W.M. 2 I 1 i ROW DEDICATION FF= 421.0 I TO CI%OF NOTON � I I I I 1 I GRAPHIC SCALE 40 E 20 '10 80 160 ( IN FEET ) 1 inch = 40 ft CITY OF RENTON BENCHMARK #2104. 1' IP W /PLUG & TACK"DOWWO.9' IN'OASE LOCATED AT THE INTERSECTION OF SE 136TH ST. AND 144TH AVENUE SE. ELEV =399.340 FEET (121.719 METERS) •• • • fill N , 11• - NO REVISION DETAIL SHEET C -13 9, TYPE 1 -L 13+04.85, 26.38 LT IE 12" CMP E =417.4 IE 18" CONC S= 417.2_ 'IE=417.4 - -- - - -= OHP IE at7o CB RIM EL. -419 4 IE 18" CONC N -416.7 IE 12" CMP E=416.9 IS 12" CONC S=416.8 SDMH RIN, EL. =420.2 IE 36" IP E =407.8 IE 36" IP S =407.7 426 424 422 420 418 416 414 412 410 408 406 404 402 400 398 396 SANITARY SEWER PIPE TABLE 72) 411 LF 8 "0 PVC SDR35 D3034 0 1.53% SANITARY SEWER SERVICE TABLE LOT 7100_ -__ -_ __ : -f3 +U AT Z_ NE 2ND STRBEi - IE- 4,5, - -- I__JI Asphalt NE 2ND _ F - - D �IE x473.3 oev _ T s rr000 vmc 5 '-� --'�� 3 +48 ' � me IE =41 -' ! GALE S CHFIN - - --� L/NK FNC / I 3) 1- OR LT y SHEET: C -i] OF: 25 415.90 STA � 11 +67.68, 15.22 LT 2 +64 STA: 10.07' LT CB RIM EL. -418.9 � 1 I I I VI SSMH , TYPE 1 48"0 STA: 13+22.20, 12.89' LT IE 12• CONC N =417.6 IE 7T CONC S =417.4 415.20 =' PLAN VIEW STA: CB 1 9.69• LT STA. RIM= 420.19 w /SOLID LOCKING UD 40.00' LT 1 " =40' IE= 412.108 "0 IN (N) 414.05 1$� I + 1 I IE = 412.00 8.0 OUT (W) 7.76' LT STA 10 +55,43, CITY OF RENTON BENCHMARK #2104. 1' IP W /PLUG & TACK"DOWWO.9' IN'OASE LOCATED AT THE INTERSECTION OF SE 136TH ST. AND 144TH AVENUE SE. ELEV =399.340 FEET (121.719 METERS) •• • • fill N , 11• - NO REVISION DETAIL SHEET C -13 9, TYPE 1 -L 13+04.85, 26.38 LT IE 12" CMP E =417.4 IE 18" CONC S= 417.2_ 'IE=417.4 - -- - - -= OHP IE at7o CB RIM EL. -419 4 IE 18" CONC N -416.7 IE 12" CMP E=416.9 IS 12" CONC S=416.8 SDMH RIN, EL. =420.2 IE 36" IP E =407.8 IE 36" IP S =407.7 426 424 422 420 418 416 414 412 410 408 406 404 402 400 398 396 SANITARY SEWER PIPE TABLE 72) 411 LF 8 "0 PVC SDR35 D3034 0 1.53% SANITARY SEWER SERVICE TABLE LOT STUB STATI ON STATION AT MAIN MINOR AMENDMENT STATION AT END SERVICE OF NE 2ND IE Al MAIN IE ENO OF SERVICE 1 3 +48 STA: 12 +59.54, DRAWN: TAB 11.69' LT STA 12 +59.54, 40.00' LT 411.09 SHEET: C -i] OF: 25 415.90 2 2 +64 STA: 11+75.43, 10.07' LT STA. 11 +75.43 v 40.00' LT 409.81 415.20 3 2+44 STA: CB 2, TYPE 9.69• LT STA. 11 +55.43, 40.00' LT 409.50 414.05 4 1 +44 STA: I 7.76' LT STA 10 +55,43, 40.00' :n 407.97 413.13 5 o, STA: IN 7 +06.0 23.5 STA: 10+21.57 40.00' LT STA: 412.93 6 0 +24 STA: .4 9 +353, 5.46' LT STA 9 +35.43 40.00• LT 406.14 410.63 7 0 +00 STA: 9+11,55, 5.00' LT STA. 9 +11.55 40.00' LT 1 405.83 1 411.08 SOLID LOCKING LID RIM= 409.1 On cO.ro Z�O_K_(N)__._ l arnO T Y < -- _.- ........ _IE_._39815_ IE= 398.75 B t TYPE 12"0 OU 2 5 (S) "0 _ -- - r ! ( f ! T a � u II v It N w -.. ( ¢ t �m m m �, �7:; JRE- -- -_- CB : TYPE 48.0 .� ! ¢w _ .. It -ONTRO STRUC VI STA = 6 +60 TA: 7+ 7.51, 41 4T LT STA 8 +00 01 14.22' LT II ,,, U, EXIS11N6 PIFOF)LE- N w Y N Y w Y Q z W ELEV 407.6 OLID L CKING LI RIM 410.27 y �, CEN RLINE OF R.O.W ! w w w w lzl 11 -.._ .D. - K - -3.3 2.42 .._--- - IM=-40 �0- "0 -- F IE 99121 99.70 1 ' "0 IN ( ) ¢ o �, w '"' g - - --' .... r ., - w w j w w E= 399.0 12 IN (NE) �� ° =¢ °¢_¢ t.i1% < E= 399.0 12 "0 OUT (S) - IE- 99.70 1 "0 OUT (NE) S FINISHED PROFILE i® , 140.0 '. VC _�. -pro .. LF-T F-LQWLINE � _ _ -- °+'u'w __- , +o ,II' n 1 4. S x2-- -" LF 12f PEP ° < -- -- iii it 13 ° -- - -- ... - - WSx2_- -- --- - -- -- I �m _- II D M _� SD 1.77% EP-- ( - WSI - 12 - -- 0 _. _ w _- - -..... 0 IF-- 11 CB 19, TYPE 1 L LT STA: 113+04.85, 26.3E I RIM= 4 F10 - -- 36 0 SD I IE= 415.70 12"t IN (N) IEs41 .Z0_1 " � QOp SO CBI 7, TYPE 1 _ SSMH TYPE 1 48 "0 -4 -1- +63168 L -13 -. S 11+22.20, - 7T89' -l?f F ST/ 2-L_T - - RIM 4169 w /SOLId / LOCK IN, LID EST. SSMH TYPE � 48'0 C8 # TYPE I. I I IE= 413 42 6 0 IN () RIM= 420.19 _ 1 0 CPE SD ®148% S A: 9 +11.55, 5.0 LT STA: 9 +85.4 15.22' LT = IE= 412.92 12'0 OUi E).. ( W) IE 412.10 8" IN N T�) RI = 472.0 RIM 413.79 IF - 472.00 3 OUT ( ) I _ . 511.8'0 IN 41090 -- -. .. - CB k5, TYPE 1 3 fi'0 IN (N)___ (N) IE_ IE 409.70 12"0 IN ( � 6 +84 35 40 62' STA: LT IF 405.0 8' 0 UT S IE 09 2 0 OUT (W) R RB-G ATE- -- -_ _ _ _20- PEP SD ® -1Q' 0% .. _- -- - -- _ - -- - - _- - - - - - - - -- EXISIING_GRAD ®._.__ .__.. RIM- 40640 392.00 50 LF 12 "0 CPEP S ® -7. 0 %405. PR CENTER �INE OF RAW IE- 401.40 1� 0 IN (N \-14 'PEP SO 0 6.07% 1 = 396. 0 NE 2ND S RE T FILE �40t41) 12 0 OUT ..-- E) --- .._._-- _ -.._ .._.____-_---� - SCALE 1" = 1" 1 HORZ VERT -- -_ _. _. PROP LEFT SED GR(1DE - FLOWLIN -®- D 0 M= O W O I l m rn O �' rn m N IM Si i O0 0 O O N M N N o- n W v of i m rn ... 6 6i CITY OF RENTON BENCHMARK #2104. 1' IP W /PLUG & TACK"DOWWO.9' IN'OASE LOCATED AT THE INTERSECTION OF SE 136TH ST. AND 144TH AVENUE SE. ELEV =399.340 FEET (121.719 METERS) •• • • fill N , 11• - NO REVISION DETAIL SHEET C -13 9, TYPE 1 -L 13+04.85, 26.38 LT IE 12" CMP E =417.4 IE 18" CONC S= 417.2_ 'IE=417.4 - -- - - -= OHP IE at7o CB RIM EL. -419 4 IE 18" CONC N -416.7 IE 12" CMP E=416.9 IS 12" CONC S=416.8 SDMH RIN, EL. =420.2 IE 36" IP E =407.8 IE 36" IP S =407.7 426 424 422 420 418 416 414 412 410 408 406 404 402 400 398 396 SANITARY SEWER PIPE TABLE 72) 411 LF 8 "0 PVC SDR35 D3034 0 1.53% SANITARY SEWER SERVICE TABLE LOT STUB STATI ON STATION AT MAIN MINOR AMENDMENT STATION AT END SERVICE OF NE 2ND IE Al MAIN IE ENO OF SERVICE 1 3 +48 STA: 12 +59.54, DRAWN: TAB 11.69' LT STA 12 +59.54, 40.00' LT 411.09 SHEET: C -i] OF: 25 415.90 2 2 +64 STA: 11+75.43, 10.07' LT STA. 11 +75.43 40.00' LT 409.81 415.20 3 2+44 STA: 11 +55.43, 9.69• LT STA. 11 +55.43, 40.00' LT 409.50 414.05 4 1 +44 STA: 10+55.43, 7.76' LT STA 10 +55,43, 40.00' LT 407.97 413.13 5 1 +10 STA: 10+2157, 7.11' LT STA: 10+21.57 40.00' LT 407.38 412.93 6 0 +24 STA: .4 9 +353, 5.46' LT STA 9 +35.43 40.00• LT 406.14 410.63 7 0 +00 STA: 9+11,55, 5.00' LT STA. 9 +11.55 40.00' LT 1 405.83 1 411.08 CALL 48 HOURS BEFORE YOU DIG 1- 800 - 424 -5555 BY I APPR.I DATE S=365 103 1IC AS `o CM E•0E•EOEVO & PIMCT YAUGEMM 1915 S 37STI S18EET Bus (257) 226 -4509 RZOERAL WAY, WA 98003 6sch.NBSAjdAnet CITY OF RENTON DEPARTMENT OF PUBLIC WORKS BECLAN PLACE - MINOR AMENDMENT SANITARY SEWER PLAN AND PROFILE NE 2ND STREET DESIGNED: BAS DATE: 08/25/12 FILE NAME: 12183 -C1] DRAWN: TAB SCALE: 1" = 40' FIELD BOOK: PACE: CHECKED: BAS APPROVED: SHEET: C -i] OF: 25 WRECTOR OF PUBLZC WORKS a m 0 s O C 3 U E W r„y a L) \ m D 3 m -q c 0 a I .. z O VERTICAL DATUM: CITY OF RENTON, NAVD 88 � ■ 1l A i • CITY OF RENTON BENCHMARK #2104. i" IP W /PLUG & TACK DOWN 0.9' IN CASE LOCATED AT THE INTERSECTION OF BE 136TH ST. AND 144TH AVENUE SE. ELEV =399.340 FEET (121.719 METERS) BECLAN PLACE - MINOR AMENDMENT A PORTION OF THE NW %4 OF THE NE 1/40F SEC. 15, TWP. 23N., R CITY OF RENTON, KING COUNTY, WASHINGTON GE, 5E., WAL GRAPHIC SCALE 40 D 20 40 CO 160 ( IN FEET 1 inch = 40 ft. RY SEWER PIPE TABLE LF 8 "0 PVC SDR35 D3034 ® 0.50% LF TO PVC SDR35 D3034 ® 6.20% LF 8 "0 PVC SDR35 D3034 ® 0.50% RY SEWER SERVICE TABLE LOT LaJ W N N IE END OF SERVICE 16 N STA: 24 +70.68, 15.00' RT STA: 24 +70.68, 40.00' RT U 408.02 17 0+59 STA: 25+79.43, 15.00' RT WU IZ 411.64 18 1+26 W � oz W w x g 000 REVISION BY APPR. U � APPROVED: � SHEET: 0-18 'OF:.''! a m 0 s O C 3 U E W r„y a L) \ m D 3 m -q c 0 a I .. z O VERTICAL DATUM: CITY OF RENTON, NAVD 88 � ■ 1l A i • CITY OF RENTON BENCHMARK #2104. i" IP W /PLUG & TACK DOWN 0.9' IN CASE LOCATED AT THE INTERSECTION OF BE 136TH ST. AND 144TH AVENUE SE. ELEV =399.340 FEET (121.719 METERS) BECLAN PLACE - MINOR AMENDMENT A PORTION OF THE NW %4 OF THE NE 1/40F SEC. 15, TWP. 23N., R CITY OF RENTON, KING COUNTY, WASHINGTON GE, 5E., WAL GRAPHIC SCALE 40 D 20 40 CO 160 ( IN FEET 1 inch = 40 ft. RY SEWER PIPE TABLE LF 8 "0 PVC SDR35 D3034 ® 0.50% LF TO PVC SDR35 D3034 ® 6.20% LF 8 "0 PVC SDR35 D3034 ® 0.50% RY SEWER SERVICE TABLE LOT LaJ STATION AT MAIN STATION AT END OF SERVICE IE AT MAIN IE END OF SERVICE 16 _J Li STA: 24 +70.68, 15.00' RT STA: 24 +70.68, 40.00' RT O 408.02 17 0+59 STA: 25+79.43, 15.00' RT STA: 25 +79.43, 40.00' RT IZ 411.64 18 1+26 W � oz W w ¢Li NO. REVISION BY APPR. U � APPROVED: � SHEET: 0-18 'OF:.''! Ed ° Q z:2i g< L v Q W O w m z_ o. C'r)® Z Q z Q Cn a m 0 s O C 3 U E W r„y a L) \ m D 3 m -q c 0 a I .. z O VERTICAL DATUM: CITY OF RENTON, NAVD 88 � ■ 1l A i • CITY OF RENTON BENCHMARK #2104. i" IP W /PLUG & TACK DOWN 0.9' IN CASE LOCATED AT THE INTERSECTION OF BE 136TH ST. AND 144TH AVENUE SE. ELEV =399.340 FEET (121.719 METERS) BECLAN PLACE - MINOR AMENDMENT A PORTION OF THE NW %4 OF THE NE 1/40F SEC. 15, TWP. 23N., R CITY OF RENTON, KING COUNTY, WASHINGTON GE, 5E., WAL GRAPHIC SCALE 40 D 20 40 CO 160 ( IN FEET 1 inch = 40 ft. RY SEWER PIPE TABLE LF 8 "0 PVC SDR35 D3034 ® 0.50% LF TO PVC SDR35 D3034 ® 6.20% LF 8 "0 PVC SDR35 D3034 ® 0.50% RY SEWER SERVICE TABLE LOT STUB STATION STATION AT MAIN STATION AT END OF SERVICE IE AT MAIN IE END OF SERVICE 16 1 +37 STA: 24 +70.68, 15.00' RT STA: 24 +70.68, 40.00' RT 404.64 408.02 17 0+59 STA: 25+79.43, 15.00' RT STA: 25 +79.43, 40.00' RT 40814 411.64 18 1+26 STA: 26+46.88, 15.00' RT STA: 26+46.88, 40.00' RT 408.48 412.98 5- 365104 .NAmaw CFVLtCT 1111mallmm 1995 S. 375TH STREET Bus (257) 216 -450 FEDERAL WAY, WA 98003 bec wk@SACiw7.nuf CITY OF RENTON DEPARTMENT OF PUBLIC WORKS BECLAN PLACE - MINOR AMENDMENT SANITARY SEWER PLAN AND PROFILE HOQUTAM AVENUE HE DESIGNED: BAS DATE: 08/25/12 FILE, NAME: 12183 -C18 DRAWN: TAS SCALE: V = 40' FIELD ROOK: PAGE: CHECKED: BAS NO. REVISION BY APPR. DATE APPROVED: DIRECTOR PUIILIC _cpp)�`p+w SHEET: 0-18 'OF:.''! N r v I 0_ O $ w i N n d 7 a P-y Y I^ Z U ✓ 4 c 0 m 1 � c d � a W SMH T TYPE 1 4 46°0 w _J Li w O TA: 40H 5 58.67, . .04' RT Q _ T IM= 41 . .73 w/S L LID LOCKING L LI U W Q go z� �W �w z:�i v g< ¢ w o L-i L'-' M wQ cn n r Q z Q cn n d 7 a P-y Y I^ Z U ✓ 4 c 0 m 1 � c d � a Z O O Z PUBLIC SANITARY SEWER VERTICAL DATUM CITY OF RENTON, NAVD 88 BENCHMARK BECLAN PLACE - MINOR AMENDMENT A PORTION OF THE NW %4 OF THE NE %4 OF SEC. 15, TWP. 23N., RGE. 5E., WAL CITY OF RENTON, KING COUNTY, WASHINGTON CITY OF RENTON BENCHMARK {2104. 1" IP W /PLUG & TACK DOWN 0.9' IN CASE LOCATED AT THE INTERSECTION OF SE 136TH ST. AND 144TH AVENUE SE. ELEV =399.340 FEET (121.719 METERS) 430 428 426 424 422 420 418 416 414 412 410 408 406 404 402 a SMH T TYPE 1 4 46°0 w w TA: 40H 5 58.67, . .04' RT _ T IM= 41 . .73 w/S L LID LOCKING L LI 11 INN Z O O Z PUBLIC SANITARY SEWER VERTICAL DATUM CITY OF RENTON, NAVD 88 BENCHMARK BECLAN PLACE - MINOR AMENDMENT A PORTION OF THE NW %4 OF THE NE %4 OF SEC. 15, TWP. 23N., RGE. 5E., WAL CITY OF RENTON, KING COUNTY, WASHINGTON CITY OF RENTON BENCHMARK {2104. 1" IP W /PLUG & TACK DOWN 0.9' IN CASE LOCATED AT THE INTERSECTION OF SE 136TH ST. AND 144TH AVENUE SE. ELEV =399.340 FEET (121.719 METERS) 430 428 426 424 422 420 418 416 414 412 410 408 406 404 402 a 1 = 41316 8 "0,N (N) ° J N I < a I X41 � U-T RNISHffD PROFI E M n o z CENTERLINE OF ACCES ° EXISP G PROFl 1 ® Y Y< o CENTE LINE OF ACCES m m ¢ N SUM 2-12" _ m_ - -Ir- STA: 4)+61.02 °1 RIM = 419,59 z II w -- 2.77 (F . _ O -..._ 12 41- -0 72 „- IAS -- 5 eilplc/21 80S ®L94 - --S SIC 1 1 80- -- - - - - -� - STA: 41 +52.1 RIM = 421.7 -- -IE =- 414.98 - - - - -- ME A TYPE 1 (PR I COP TYPE PRIV •6py STA: 40 +29. 4, 0.68' LT _ STA: 41+54.95, 5.00' RT R!M- a Q - RIM-- 42182 IE= 14.97 1' "01N ( ) IE= 417.76, 6 0 IN (N IIE= 15.47 6J0 IN (E -IE-4 '0 -W SSMH TYP 11 48" B STA: 39+96.6 0, 14.67 LT _ RIM= 419.03 1 SCUD LOCKING LID IE = tO9.59 "0 IAN -((It E) PROPOS D GRADE ® IE = 09.49 "0 OUT I(W) S14 #12 IA9239+ 4.04, 1024' LT CENTER INE OF CCESS RIM= 418. 9 lE_ 4119 NEB AS TING GRADE 10 IF 411.94 12 "0 IN (SW) ENTERIi E OF A CESS IE� 411.94 12 "0 0 T (W) ° 71 o ^ a N c0 iw a c 17; m N -5 o� o ai co 0ro rom r d' < � ? dam' �' !�! d' v. ^ d' 4^. C :�-- 41 +60 41 +20 40 +80 40 +40 40 +00 PRIVATE ACCESS ROAD PROFILE SCALE: 1" = 40' HORZ 430 428 426 424 422 420 418 416 414 412 410 408 406 404 402 PLAN VIEW 1" = 40' NO. GRAPHIC SCALE 0 20 40 80 160 ( IN FEET ) 1 inch = 40 Ft. SANITARY SEWER PIPE TABLE © 62 LF 8 "O PVC SDR35 D3034 ® 5.609 6A 94 LF 8 "0 PVC SDR35 D3034 ® 1.949 SANITARY SEWER SERVICE TABLE LOT STUB STATION AT MAIN STATION A'I END OF IE AT fE END SIAIION SERVICE MAIN OF SLR VIC E 26 O -P 46 STA: 41 -1 -02.88 2.20' LT STA: 401 -3216, 24.00' R 412.26 1 414.26 2/ 0-130 IS IA: 41 -1 -02.88 2.20' L S A: 40+92 60, 24.81' RI" 413.HD 41 >.OS 28 Oi 94 STFl: 41 -I- 52.31, 5.00' LT STA: h1 i - >t 19. > >4' RT 414.98 4l >.94 SO OI -94 S'i'A: 4t- I.52.3t, 5.00' LT STA: 41i- 66.25, 11.6 >' L'r 4t 4.98 416.06 A So �2 ya OF WAyxt CTf�r +yC� c S=365 105 Yr$ Y �y32223 -"70NAL �l C)8 .Z5-(7- CALL 48 HOURS BEFORE YOU DIG 1- 800 - 424 -5555 REVISION I BY I APPR. I DATE AN,j SCHWERCL , Assomms, PLw CIVL ENORREUIG & PROJECT Nwallm R 1995 S. 375tH STREET 8m (253) 226 -45M F RAL WAY. WA 98003 65dI ACi¢17.00f CITY OF RENTON DEPARTMENT OF PUBLIC WORKS BECLAN PLACE - MINOR AMENDMENT SANITARY SEWER PLAN AND PROFILE PRIVATE ACCESS ROAD DESIGNED: SAS DATE: 08/26/12 FILE NAME: 12163-019 DRAWN: TAS CHECKED: BAS SCALE: T' : 40' FIELD 9ooK: Race: APPROVED: SHEET: CY9'OE: " -26 DIRECTOR OF PYBLIC VORRS ..... cl�; :5- 365(c)5 SMH T TYPE 1 4 46°0 w w TA: 40H 5 58.67, . .04' RT _ T IM= 41 . .73 w/S L LID LOCKING L LI 41 +60 41 +20 40 +80 40 +40 40 +00 PRIVATE ACCESS ROAD PROFILE SCALE: 1" = 40' HORZ 430 428 426 424 422 420 418 416 414 412 410 408 406 404 402 PLAN VIEW 1" = 40' NO. GRAPHIC SCALE 0 20 40 80 160 ( IN FEET ) 1 inch = 40 Ft. SANITARY SEWER PIPE TABLE © 62 LF 8 "O PVC SDR35 D3034 ® 5.609 6A 94 LF 8 "0 PVC SDR35 D3034 ® 1.949 SANITARY SEWER SERVICE TABLE LOT STUB STATION AT MAIN STATION A'I END OF IE AT fE END SIAIION SERVICE MAIN OF SLR VIC E 26 O -P 46 STA: 41 -1 -02.88 2.20' LT STA: 401 -3216, 24.00' R 412.26 1 414.26 2/ 0-130 IS IA: 41 -1 -02.88 2.20' L S A: 40+92 60, 24.81' RI" 413.HD 41 >.OS 28 Oi 94 STFl: 41 -I- 52.31, 5.00' LT STA: h1 i - >t 19. > >4' RT 414.98 4l >.94 SO OI -94 S'i'A: 4t- I.52.3t, 5.00' LT STA: 41i- 66.25, 11.6 >' L'r 4t 4.98 416.06 A So �2 ya OF WAyxt CTf�r +yC� c S=365 105 Yr$ Y �y32223 -"70NAL �l C)8 .Z5-(7- CALL 48 HOURS BEFORE YOU DIG 1- 800 - 424 -5555 REVISION I BY I APPR. I DATE AN,j SCHWERCL , Assomms, PLw CIVL ENORREUIG & PROJECT Nwallm R 1995 S. 375tH STREET 8m (253) 226 -45M F RAL WAY. WA 98003 65dI ACi¢17.00f CITY OF RENTON DEPARTMENT OF PUBLIC WORKS BECLAN PLACE - MINOR AMENDMENT SANITARY SEWER PLAN AND PROFILE PRIVATE ACCESS ROAD DESIGNED: SAS DATE: 08/26/12 FILE NAME: 12163-019 DRAWN: TAS CHECKED: BAS SCALE: T' : 40' FIELD 9ooK: Race: APPROVED: SHEET: CY9'OE: " -26 DIRECTOR OF PYBLIC VORRS ..... cl�; :5- 365(c)5 A So �2 ya OF WAyxt CTf�r +yC� c S=365 105 Yr$ Y �y32223 -"70NAL �l C)8 .Z5-(7- CALL 48 HOURS BEFORE YOU DIG 1- 800 - 424 -5555 REVISION I BY I APPR. I DATE AN,j SCHWERCL , Assomms, PLw CIVL ENORREUIG & PROJECT Nwallm R 1995 S. 375tH STREET 8m (253) 226 -45M F RAL WAY. WA 98003 65dI ACi¢17.00f CITY OF RENTON DEPARTMENT OF PUBLIC WORKS BECLAN PLACE - MINOR AMENDMENT SANITARY SEWER PLAN AND PROFILE PRIVATE ACCESS ROAD DESIGNED: SAS DATE: 08/26/12 FILE NAME: 12163-019 DRAWN: TAS CHECKED: BAS SCALE: T' : 40' FIELD 9ooK: Race: APPROVED: SHEET: CY9'OE: " -26 DIRECTOR OF PYBLIC VORRS ..... cl�; :5- 365(c)5 00 1 Ow Y h Ld z Uw no a Z Li Z � ga WO m Z_ 04 N v I op N') N _ I 04 0 U LST Q W 0 z Q W F- O Z Ly LEI W (/-) ry ry Q z 4 Ln a Fy 7 0 0 Q `-0 E 3 Ez 0_4 Wry cL hN rn v m _ -v = d o III X a 8 I G MORTAR FILLET BECLAN PLACE - MINOR AMENDMENT A PORTION OF THE NW 1/40F THE NE %4 OF SEC. 15, TWP. 23N., RGE. 5E., WX CITY OF RENTON, KING COUNTY, WASHINGTON MANHOLE FRAME AND COVER SEE DRAWING BR29 ADJUSTMENT (4" MIN.) CONE RUBBER GASKETED JOINTS IN ACCORDANCE WITH ASTM C -443 STEPS - 3/4" DEFORMED BAR STEPS SHALL BE INCLUDED CONCRETE RISER BY PIPE INC., OR APPROVED EQUAL. MAX. PIPE SIZE - 'E' LADDER -STD. ALUMINUM OR GALVANIZED STEEL CONCRETE SHELF PRECAST BASE SECTION OR CAST IN SHELF. SANITARY MANHOLE TYPICAL DETAIL NOT TO SCALE SANITARY SEWER NOTES AND SPECIFICATIONS 1. ALL WORK MATERIALS SHALL BE IN CONFORMANCE WITH THE STANDARDS AND SPECIFICATIONS OF THE CITY OF RENTON UTILITY DEPARTMENT AND THE LATEST EDITION OF THE WSDOT /APWA STANDARDS AND SPECIFICATIONS. 2. THE HOURS OF WORK IN THE STREET RIGHT OF WAY SHALL BE LIMITED TO 8:30 A.M. TO 3:30 P.M. ON WEEKDAYS UNLESS OTHERWISE APPROVED IN WRITING BY THE PLANNING /BUILDING /PUBLIC WORKS DEPARTMENT AT 235 -2620. ALL STREET CLOSURES, PARTIAL OR FULL, SHALL BE APPROVED BY THE PLANNING /BUILDING /PUBLIC WORKS DEPARTMENT 72 HOURS IN ADVANCE, THE POUCE DEPARTMENT, FIRE DEPARTMENT, AND 911 SHALL BE NOTIFIED 24 HOURS IN ADVANCE OF ANY WORK IN THE RIGHT OF WAY. 3. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH "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 CONTRACTOR'S RESPONSIBNTY TO VERIFY THE TRUE AND CORRECT LOCATION SO AS TO AVOID DAMAGE OR DISTURBANCE. 5. A RECONSTRUCTION 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 THE UTILITY DEPARTMENT 24 HOURS IN ADVANCE OF BACKFILUNG ALL CONSTRUCTION. 6. CONTRACTOR IS SOLELY RESPONSIBLE FOR THE MEANS, METHODS AND SEQUENCES OF CONSTRUCTION AND FOR THE SAFETY OF WORKERS AND OTHERS ON THE CONSTRUCTION SITE. NOTES: 1. STEPS TO BE 3/4" 0 DEFORMED BAR GALVANIZED SAFETY STEPS OR EQUAL. 2. STEPS ARE TO BE IN PLACE BEFORE MANHOLE SECTIONS ARE INSTALLED. 3. CASTING TO BE PER DRAWING BR29. 4. MANHOLE SECTIONS TO BE OF REINFORCED PRECAST CONCRETE. 5. ALL JOINTS SHALL BE GROUTED. 6. SANITARY SEWER MANHOLES SHALL HAVE ALL INTERIOR SURFACES, INCLUDING CHANNELING, COATED (SEALED) WITH A HIGH SOLIDS URETHANE COATING; WASSER MC- CONSEAL OR APPROVED EQUAL; COLOR OF COATING SHALL BE WHITE. 7. RUBBER GASKETED JOINTS SHALL BE IN CONFORMANCE WITH ASTM C -443. 8. CHANNEL HEIGHT SHALL BE A MINIMUM OF 3/4 THE INSIDE DIAMETER OF THE LARGEST PIPE. 9. CONNECTIONS TO MANHOLE SHALL BE MADE USING GPK ADAPTOR, KOR -N -SEAL BOOTS OR APPROVED EQUAL. SANITARY MANHOLE TYPICAL DETAIL Y p ADOPTED CITY OF RENTON 4 """��•��` STANDARD PLANS LST DATE: 12/96 DWG. NAME: BR28 SP PAGE: 8071 7. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO OBTAIN STREET USE AND ANY OTHER RELATED PERMITS PRIOR TO ANY CONSTRUCTION. K PLANS APPROVED BY THE CITY OF RENTON, PUBLIC WORKS DEPARTMENT, 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. BACKFILL SHALL BE PLACED EQUALLY ON BOTH SIDES OF THE PIPE IN LAYERS WITH A LOOSE AVERAGE DEPTH OF 6 INCHES, 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 HLL OVER PIPE SHALL BE THE SAME AS DESCRIBED. 12. OPEN CUT ROAD CROSSINGS FOR UTILITY TRENCHES ON EXISTING TRAVELED ROADWAY SHALL BE BACKFILLED WITH CRUSHED ROCK AND MECHANICALLY COMPACTED. CUTS INTO THE EXISTING ASPHALT SHALL BE NEATUNE CUT WITH SAW IN A CONTINUOUS LINE. A TEMPORARY MIX PATCH MUST BE PLACED IMMEDIATELY AFTER BACKFILL 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, U.S.C. AND G.S. 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. 6" MIN.-i 6" MIN. 1 1/2 BLIND FLANGE AS DAM D.I.P. TEE CL.50 ONE LENGTH OF DUCTILE IRON PIPE (CLASS 50) TO SOLID TYPICAL BEARING WHEN SPAN MANHOLE IS MORE THAN 4'. :��- A\\[[- FLEXIBLE JOINT BACKFILL WITH COMPACTED MATERIAL AS DIRECTED BY ENGINEER. D.I.P. CL50 6" MIN. WITH MIN. 4 SHACKLE RODS CEMENT CONCRETE CLASS C BLOCK POURED IN PLACE D.I.P. 90° BEND CL.50(MJ X PE) DUCTILE IRON DROP CONNECTION N _L6" MIN. 6" MIN. -T �1/2 PLUG AS DAM [-TEE MIN. ,TYPICAL MANHOLE FOUNDATION CONSTRUCTION 15. ALL PIPE AND APPURTENANCES SHALL BE LAID ON A PROPERLY PREPARED FOUNDATION IN ACCORDANCE WITH SECTION 7- 02.3(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 FOUNDATION MATERIAL AS WELL AS PLACEMENT AND COMPACTION OF REQUIRED BEDDING MATERIAL TO UNIFORM GRADE SO THAT THE EMTRE LENGTH OF THE PIPE WILL BE SUPPORTED ON A UNIFORMLY DENSE UNYIELDING BASE. PIPE BEDDING SHALL BE PEA GRAVEL 6" ABOVE AND BELOW THE PIPE. 16, SANITARY SEWER PIPE SHALL BE POLYVINYL CHLORIDE (PVC) RUBBER GASKETED ASTM D 3034, SDR 35, OR DUCTILE IRON CLASS 50. 17. IN UNIMPROVED AREAS, MANHOLE TO EXTEND MINIMUM 6 INCH AND MAXIMUM 18 INCH ABOVE FINISHED GRADE. IN PAVED AREA, COVER MUST SLOPE IN ALL DIRECTIONS TO MATCH PAVING. VERTICAL DATUM: BENCHMARK CITY OF RENTON, NAVD 88 CITY OF RENTON BENCHMARK #2104. 1" IP W /PLUG & TACK DOWN 0.9' IN CASE LOCATED AT THE INTERSECTION OF SE 136TH ST. AND 144TH AVENUE SE. ELEV.= 399.340 FEET (121.719 METERS) CHECKED FOR COMPLIANCE TO CITY STANDARDS Date Date Date CONCRETE ENCASED DROP CONNECTION 6" MIN, ONE LENGTH OF DUCTILE IRON PIPE (CLASS 50) TO SOLID BEARING WHEN SPAN IS MORE THAN 4'. FLEXIBLE JOINT r' BACKFILL WITH COMPACTED MATERIAL 6" MIN. AS DIRECTED BY ENGINEER. CEMENT CONCRETE CLASS C F 90° BEND (TYTON U -651) DROP CONN1 Y p ADOPTED CITY OF RENTON * J_ STANDARD PLANS LST DATE: 12/96 DWG. NAME: BW18 1% a SEWERS SP PAGE: 8075 AM9 ASSOCfAT&S &puc CIYL 01911EN10 8 PROJECT MANAGERSI1f 1943 S. 37518 STREET Bug (20) 126 -4508 FEDERAL WAY, WA 98003 65fiBBAd0SACINT./,Ef C CITY OR RENTON ALL 48 HOURS DEPARTMENT OF PUBLIC WORKS BEFORE YOU DIG BECLAN PLACE - MINOR AMENDMENT 1-800-424-5555 1 SANITARY SEWER NOTES AND DETAILS 'A' 'B' 'C' 'D' 'E' 48" MH 48" 6" MIN. 5 "MIN 24" MIN. 21 I.D. 54" W 54" 8" MIN. EIELO Boon: PnOE: INO 60" MH 60" 8" MIN. 6" MIN. 42" MIN. 30" I.D. SANITARY MANHOLE TYPICAL DETAIL Y p ADOPTED CITY OF RENTON 4 """��•��` STANDARD PLANS LST DATE: 12/96 DWG. NAME: BR28 SP PAGE: 8071 7. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO OBTAIN STREET USE AND ANY OTHER RELATED PERMITS PRIOR TO ANY CONSTRUCTION. K PLANS APPROVED BY THE CITY OF RENTON, PUBLIC WORKS DEPARTMENT, 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. BACKFILL SHALL BE PLACED EQUALLY ON BOTH SIDES OF THE PIPE IN LAYERS WITH A LOOSE AVERAGE DEPTH OF 6 INCHES, 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 HLL OVER PIPE SHALL BE THE SAME AS DESCRIBED. 12. OPEN CUT ROAD CROSSINGS FOR UTILITY TRENCHES ON EXISTING TRAVELED ROADWAY SHALL BE BACKFILLED WITH CRUSHED ROCK AND MECHANICALLY COMPACTED. CUTS INTO THE EXISTING ASPHALT SHALL BE NEATUNE CUT WITH SAW IN A CONTINUOUS LINE. A TEMPORARY MIX PATCH MUST BE PLACED IMMEDIATELY AFTER BACKFILL 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, U.S.C. AND G.S. 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. 6" MIN.-i 6" MIN. 1 1/2 BLIND FLANGE AS DAM D.I.P. TEE CL.50 ONE LENGTH OF DUCTILE IRON PIPE (CLASS 50) TO SOLID TYPICAL BEARING WHEN SPAN MANHOLE IS MORE THAN 4'. :��- A\\[[- FLEXIBLE JOINT BACKFILL WITH COMPACTED MATERIAL AS DIRECTED BY ENGINEER. D.I.P. CL50 6" MIN. WITH MIN. 4 SHACKLE RODS CEMENT CONCRETE CLASS C BLOCK POURED IN PLACE D.I.P. 90° BEND CL.50(MJ X PE) DUCTILE IRON DROP CONNECTION N _L6" MIN. 6" MIN. -T �1/2 PLUG AS DAM [-TEE MIN. ,TYPICAL MANHOLE FOUNDATION CONSTRUCTION 15. ALL PIPE AND APPURTENANCES SHALL BE LAID ON A PROPERLY PREPARED FOUNDATION IN ACCORDANCE WITH SECTION 7- 02.3(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 FOUNDATION MATERIAL AS WELL AS PLACEMENT AND COMPACTION OF REQUIRED BEDDING MATERIAL TO UNIFORM GRADE SO THAT THE EMTRE LENGTH OF THE PIPE WILL BE SUPPORTED ON A UNIFORMLY DENSE UNYIELDING BASE. PIPE BEDDING SHALL BE PEA GRAVEL 6" ABOVE AND BELOW THE PIPE. 16, SANITARY SEWER PIPE SHALL BE POLYVINYL CHLORIDE (PVC) RUBBER GASKETED ASTM D 3034, SDR 35, OR DUCTILE IRON CLASS 50. 17. IN UNIMPROVED AREAS, MANHOLE TO EXTEND MINIMUM 6 INCH AND MAXIMUM 18 INCH ABOVE FINISHED GRADE. IN PAVED AREA, COVER MUST SLOPE IN ALL DIRECTIONS TO MATCH PAVING. VERTICAL DATUM: BENCHMARK CITY OF RENTON, NAVD 88 CITY OF RENTON BENCHMARK #2104. 1" IP W /PLUG & TACK DOWN 0.9' IN CASE LOCATED AT THE INTERSECTION OF SE 136TH ST. AND 144TH AVENUE SE. ELEV.= 399.340 FEET (121.719 METERS) CHECKED FOR COMPLIANCE TO CITY STANDARDS Date Date Date CONCRETE ENCASED DROP CONNECTION 6" MIN, ONE LENGTH OF DUCTILE IRON PIPE (CLASS 50) TO SOLID BEARING WHEN SPAN IS MORE THAN 4'. FLEXIBLE JOINT r' BACKFILL WITH COMPACTED MATERIAL 6" MIN. AS DIRECTED BY ENGINEER. CEMENT CONCRETE CLASS C F 90° BEND (TYTON U -651) DROP CONN1 Y p ADOPTED CITY OF RENTON * J_ STANDARD PLANS LST DATE: 12/96 DWG. NAME: BW18 1% a SEWERS SP PAGE: 8075 AM9 ASSOCfAT&S &puc CIYL 01911EN10 8 PROJECT MANAGERSI1f 1943 S. 37518 STREET Bug (20) 126 -4508 FEDERAL WAY, WA 98003 65fiBBAd0SACINT./,Ef C CITY OR RENTON ALL 48 HOURS DEPARTMENT OF PUBLIC WORKS BEFORE YOU DIG BECLAN PLACE - MINOR AMENDMENT 1-800-424-5555 1 SANITARY SEWER NOTES AND DETAILS DESIGNED: BAS DATE: 08/25/12 FILE NAME: 12183 -C20 DRAWN: TAS SCALE: AS SHOWN EIELO Boon: PnOE: INO CHECKED: BAS APPROVED: IRRECMR OF PUBLIC WORKS SHEET: 0-20 OF 25 REVISION BY APPR. DATE to M N BECLAN PLACE - MINOR AMENDMENT 90 �x $° I , A PORTION OF THE NW %4 OF THE NE 1/40F SEC. 15, TWP. 23N., RGE. 5E., WX CITY OF RENTON, KING COUNTY, WASHINGTON („ Q w � 2' -0' 1/2" WEB 8 PL. H ® Z 3/4" SQUARES AS INDICATED SPACED — 3/4 "1 — HT. 1 8' / CONCRETE CLASS 3000 /2" x 3" x 3/8" NON -SKID PATTER CAST INTEGRAL. TOP - LLJ U w ❑ ❑ ❑ 1' 26-3/8" -0 o °o °o _ LLJ Z Q Z p O ❑ 1„ —4-3/4" "0 `/ N� J � r 24 1„ v� Li ZZ M r w W t RAISE -1/2" 12 FIBER JOINT PACKING �� H31 g U) WIDE BORDER �J �(- 1 -1/4" 23-1/4" Q 10" 45° (1/8) BEND FRAME (NON - LOCKING) COVER NON -LOC �/ 33_1/4" Q 9„ FOR 5/8 " N.C. 1 -11 x -1/4" SECTION A -A C/) PIPE MATERIAL AS SPECIFIED A S.S. SOC. HD. CAP SCREW (3 REQ'D.) 1_1/4•• BY THE ENGINEER , B � 1/2" TYP. TYP. NON —SKID PATTERN r 5 /g" 3/8 " -3/8" 1 2' 2" F5/8" / / ° 1 2„ A D o B aai 8„ 4„ pQ 1 -7/8" TYP. 1 " SEAT — — 4--2 -1 /2" —L � 0 0 0 0 7 25' [--i 2" RAISED LETTERS AS REQ'D. SEE NOTE No.3 BELOW SECTION B -B a E4i W 8" \ UNDERSIDE SHOWN FOR CLARITY 15" PLUG TO BE SEALED 3/4" CORE (TYP.) ON 23" B.C. IN SAME MANNER AS DRILL AND TAP 5/8 " -11 N.C. TYP. 1-1/2" CORE / ( ) (LOCKING) CAST IRON RING AND COVER MAIN SEWER JOINTS. ON 23" B.C.(TYP. 3 PL.) FRAME (LOCKING) COVER (LOCKING) NOTE: o IN UNIMPROVED AREAS POUR 1' -0" THICK 6 INCH OR 8 INCH CLEAN —OUT NOTES: MANHOLE FRAME AND COVER a 2' -0" SQUARE CONCRETE, CLASS 3000, PAD AROUND RING AND COVER. y '( ADOPTED v OT CITY OF RENTON 1. FOR NON— LOCKING USE OLYMPIC FOUNDRY No. MH 30 OR 2. FOR LOCKING LID USE OLYMPIC FOUNDRY No. MH 30 D T QN EQUAL. OR EQUAL. � Y ADOPTED v 0 CITY of RENTON IN ASPHALT ROADWAYS RESTORE AROUND CLEANOUT RING + + � 3. USE FRAME AND COVER FOR STORM (SPECIFY "DRAIN" COVER), o + �g _3 AND COVER AS REQUIRED BY STANDARD DETAIL DRAWING BR36. p— STANDARD PLANS SANITARY (SPECIFY "SEWER "), OR WATER (SPECIFY "WATER"). p— = STANDARD PLANS g = F N T O IST DATE: 12/96 F N T O IST DATE: 12/96 10/17/96 Added notes. i1DCV AG DWG. NAME: BW186 SP PAGE: 8076 10'17 9 Edited notes. DCV AG DWG. NAME: BR29 SP PAGE: 6074 DATE REVISION BY APPR D DATE REVISION BY APPR D ALL 90' TURNS SHALL 3 4" CLEANOUT WYE WITH BE ACCOMPLISHED BY MEANS NOTES ur iO� - D AN 45' BEND AND PLUG. w w OF AWYE AND 45' BEND. w TWO 45' BENDS SHALL NOT 1. Prior to installation of a sanitary sewer connection, N Z Z Z BE ACCEPTABLE. aside -sewer permit must be purhasetl from the City of Renton Public Works Department. Q of w w w 2. Types of g yp pipe and fittings that can be used for sanitary sewers shall be approved by the Department of Public Works. Rubber or neoprene gaskets as specified by the manufacturer, 0 0 0 shall be used on joints. HOUSE a HOUSE a_ HOUSE a. HOUSE 3. A minimum grode of 2% (1/4" per foot) must be maintained with 4" pipe. In the event a 2% grade cannot be maintained. The owner must grant a rode release to the City and then can install $ — 3 -0" MIN. pipe at a grade of 1%. 4. For inspection of side sewer, call 24 hours w BEND AS REQUIRED 4" SEWER PIPE in advance, 277 -5570. Site must be ready for inspection and representative on site when inspector time. Side 8 (q ) 4" SURFACE NO MORE THAN 45' BEND). EVERY 2ND CHANGE IN CLEANOUT (TYPICAL) 4" SEWER PIPE, SEE NOTES 2 AND 3. arrives at a pointetl sewer and stub shall be tesp0etl er Ci s ecifications. t P ty P &H a DIRECTION OR GRADE WILL N REQUIRE A SURFACE WYE 4" TEST TEE WITH MINIMUM LINE SIZE FOR OTHER THAN Make the connection at the house. Do not backfill the ditch until approval is given by the inspector. CLEANOUT WYE. 4" CLEANOUT PLUG FACE UP SINGLE FAMILY IS 6" (TYPICAL) Final app roval will be ranted after the existing tp g septic ank has been pumped out and filled with sand. a d 1 PROPERTY LINE WYE WITH PLUG PROPERLY LINE 5. Install side sewer with Y minimum cover. 16" Q 'a 6' MIN. io 4" REDUCER cover is allowed of the house if outlet is shallow. F a z Z ( ca T (TYPICAL) ? 6. side sewer stub is not available. The owner shall W m rn ur b be responsible for its installation. The side sewer l Q w MAIN SEWER LINE w w w shall b a minimum of 6" in size. If tee is not available, the main sewer line must be topped TYPICAL BUILDING SEWER INSTALLATION PLAN thru a cast iron saddle. All work within street right —of —way shall be done by a licensed and bonded contractor. S=365 I Z 4" SOIL PIPE 7. All work shall be accomplished in accordance o iq - o `Om 4" CALDER COUPLING x Z IF THE BUILDING SEWER SERVES ANY FIXTURE HAVING FLOOD LEVEL RIMS LOCATED BELOW THE with the Washing9ton Industrial Safety and Health Act. (WISHA) _ a o N OR EQUAL TO FIT a5 a ELEVATION OF THE NEXT UPSTREAM MANHOLE COVER 8, Al trench restoration for side sewers in the public Iv- SCg iv O .n Z "- o SURFACE CLEANOUT - b a OF THE PUBLIC SEWER SYSTEM, A BACKFLOW PREVENTION z ri9ht-of -way shall conform to the most current trench restoration requirements as shown on dwg. #HR -23. Q'C� OF WAgW y� 1 4 "x 4 "x4" WYE p DEVICE SHALL BE INSTALLED EQUAL TO TYPER 2 -84. �4`eW/�+Yana r, v m in 4" PIPING m g. All dig building sewer and side sewers shall have bedding in accordance with drawing BW18C or SR09 m . AA "x "x 4" CALDER COUPLING as applicable. ______--.. 'L1ii.lA1`a PId.0 0 4' 4 4" TEST TEE cp FACE UP AND PLUGGED w OR EQUAL TO FIT 10. There shall a minimum 10 foot horizontal separation oration pantl X228 y m w a o 4" NIPPLE SURFACE CLEANOUT it a between sanitary side sewers and water services minimum 5 foot horizontal seperation between sanitary side VERTICAL DATUM: BENCHMARK '�y r av� III&PR CTruua�r ZONAL v S Zw m 6 "x 4" REDUCER m , m 4 "x 4 "x4' WYE sewers and g7j ocher utilities. CITY OF RENTON, NAVD 88 L IM S. 75Mwnseooa �s (Z53)2M� -> Z x 0 — 6" COUPLING TO FIT 4" PIPING CITY OF RENTON BENCHMARK #2104. 1" IP D8,•L5,/Z bschwedies'AcuV.xt m �� wo ° END s" PIPE Z REMOVE 2'x4° STUD AND CAP OR PLUG PLAN — TYPICAL BUILDING SEWER — W /PLUG & TACK DOWN 0.9' IN CASE LOCATED AT THE INTERSECTION OF BE 136TH ST. AND am a ON `� m ON END OR EXISTING 6" SEWER PIPE. o BUILDING DRAIN FOR LOW HOUSE SIDE SEWER (PROPERTY LINE) 144TH AVENUE SE. ELEV.= 399.340 FEET (121.719 CITY O F RENTON "B a AND INSTALL BUILDING SEWER COUPLINGS, io METERS) CALL 48 HOURS REDUCER, TEES, AND BENDS AS REQUIRED. TO BUILDING CONNECTION DEPARTMENT OF PUBLIC WORKS BEFORE YOU DIG i PROPERTY LINE INSTALLATION PLAN BECLAN PLACE - MINOR AMENDMENT w ft a-z-' w —SEE SIDE SEWER DETAIL 6" PIPING TO 6' -0" ��Y p ADOPTED CHECKED FOR COMPLIANCE 1- 800 - 424 -5555 SANITARY SEWER NOTES AND DETAILS N Z BEYOND PROPERTY LINE 6" SIDE OUTLET TEE -� oLL CITY OF RENTON + TO STANDARDS " o w w SEE NOTE 6 SEWER MAIN CALL FOR LOCATIONS BEFORE YOU DIG 48HR LOCATORS 1- 800 - 424 -5555 STANDARD PLANS o ad .fj- Date DESIGNED: BAS DATE 08/25/12 FILE NAME: 12188 -C21 a PLAN F(V'(O LST DATE: 12/96 DRAWN: TAS BUILDING SEWER INSTALLATION 10/17/9 Editetl text OCV AG Date Date CHECKED: BAS SCALE: AS SHOWN slew eooK: cnae: °z 1 DATE I REVISION I BY IAPPR'D1 DWG. NAME: BR35 SP PAGE: 8082 d NO REVISION BY APPR, DATE APPROVED: SHEET: 0 -21 OF: 25 V N O 0 0 F W z W U g n w Z C� D' WO m Z_ N N U W uHN V) Q W p Q Q UD W F- 0 z ry W W (/-) Q z Q a d �/s 0 i—V Y O C) 3 F U I~ W 1-4 NN D k m m !41 0 a z 3w° o z z -�y I .. z O N_ o: a VERTICAL DATUM: BENCHMARK CITY OF RENTON, NAVD 88 CITY OF RENTON BENCHMARK #2104. 1" IP W /PLUG & TACK DOWN 0.9- IN CASE LOCATED AT THE INTERSECTION OF SE 136TH ST. AND 144TH AVENUE SE. ELEV.= 399.340 FEET (121.719 METERS) BECLAN PLACE A PORTION OF THE NW %4 OF THE NE 1/40F SEC. 15, TWP. 23N., RGE. 5E., WaMs CITY OF RENTON, KING COUNTY, WASHINGTON 6" BUILDING SEWER PIPE TEE WITH 6" SIDE OUTLET 6" SIDE SEWER AND BUILDING SEWER 60" ALLOWABLE MAX. FOR CAST IRON PIPE OR DUCTILE IRON PIPE. z a w z J o' w o_ w 0- a PROPERTY LINE FUTURE BUILDING SEWER 2 "x 4" STUD SERVICE MARKER PAINT UPPER PORTION WHITE ANS STENCIL ON SIDE WORDING "SEWER" WITH 3" HIGH BLACK LETTERS. AND #6 WIRE WRAPPED AROUND THE STUD AND EXTENDED TO THE TOP OF THE STUD. 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, VITRIFIED CLAY, PLAIN AND REINFORCED CONCRETE, D1 PIPE AND Cl PIPE SEWER MAINS ARE TO BE CORE DRILLED 1:3:5 MIX ph \"�NGJG OLOCKINGE NCRETNCRET B � e\`P+ 25 N X M � GON 7% MIN SlC )\t6 1 1 SIDE OUTLET TEE \ —SEWER MAIN 6" MIN. CONCRETE BLOCKING ANGLE OF TEE AT MAIN OVER 25 ELEVATION SEWER MAIN TYPICAL SIDE SEWER ELEVATION NOTE: UNLESS OTHERWISE SHOWN ON PLAN, SIDE SEWER SHALL 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 (SEWER MAIN TO PROPERTY LINE) Y p ADOPTED VO,n CTfY OF RENTON STANDARD PLANS IST DATE: 12/96 DWG. NAME: BR39 SP PAGE: B078 5- 365108 .o;� �Pac 0M ENGWEEM .F20M 11UMOEMIT 190 S 375 STREET Bw (253) 226 -4509 FEDERAL WAY, WA 98003 WnNOS CII'IADB1 CITY OF RENTON CALL 48 HOURS DEPARTMENT OF PUBLIC WORKS BEFORE YOU DIG _............_...._...._ BECLAN PLACE - MINOR AMENDMENT CHECKED FOR COMPLIANCE 1- 800 - 424 -5555 SANITARY SEWER NOTES AND DETAILS TO CITY STANDARDS _ Date DESIGNED: BAS DATE: 08/25/12 FILE NAME: 12183 -C21 Date DRAWN: TAS ED: BAS SCALE: AS SHOWN FIELD eooR: RACE: Date CHECK NO. REVISION BY APPR. DATE APPROVED: SHEET: C -22 OF: 25 BLIC vOPKS ! .L ; - 3651e)a- N N N U I °M Lo 00 N O II W 4 z7N U - Ug �� go 0 wz O � 3 ti+ U c v ._ GO m c a II ° D. a gNg Z O rn O Z BECLAN PLACE - MINOR AMENDMENT A PORTION OF THE NW %4 OF THE NE 1/40F SEC, 15, TWP, 23N., RGE. 5E., WX CITY OF RENTON, KING COUNTY, WASHINGTON =� 'le s a "9 03#13A, TYPE i STA 41 +54.95, 5.00' RT 5 \ 3 8 '14" W 259,24' B / Wa a. RIM= 421.82 76.85' 5' Ch.m/Ul Face - f IE= 417.76 6 °01N (N) I \ ' 16' 1 1 IE= 417.26 12'0 OUT (S) o if MI 1 1 n• Cmm - ( ���,;;•• ✓ll (- CB#I6A, TYPE 2, 48 °0 W STA: 5+'05.85, 15.22' LT e CB 3, TYPE 1 y 28' MaP1 II 40 +58.67, 5.04 RT I 0 STA: 40 +29.1 0.68' 10' Cedar O / 28 RIM= 419.73 w /SOLID LOCKING UD RIM= 4.791 1 e0.y `�^'' IE= 414.79 12.0 IN (E) a.3 8' j:eam 42 /`-- q IE = 413.16 8 °0 IN (N) IE= 414.79 12 °0 IN (N) I RIM- 419.79 1 18' Neml 15 J / 1 le N IE = 413.06 8 °0 OUT (SW) IE 414.97 12'0 IN N U IE= 414.79 12'0 OUT STORM DRAINAGE PIPE TABLE IE 415,476 °01N(E)) 1 / M I I o (�' I 6; GRAPHIC SCALE ME 1 48 °0 O -t, -- --_ - -- _ STA: 2 +19.67, 0.95' RT C8 14 TYPE 1 CB #15, TYPE 7 I _ IE- 414.97 12'0 OUT S to -Hem 1 10 20 LF 12" 0 CPEP ®- 10.00% - o EK. SSIAH m 0 25 50 100 200 " STA 4 +14.89, 15.54 LT STA: 4+14.69, 15.54' RT 20 LF PFRf. 6 °f : '� \' \f� •o`Y ss \ sc RIM- 419.03 w /SOLID LOCKING UD ei' RIM= 1432.1 PVC LAID ON THE Will \ N8623 'W 322• SBB,23'14' 90.23' °°' 1 IE 409.59 8'0 IN SE, NE CURB 1HRU GRAZE CURB 7HRU GRAZE 14 LF 12" 0 CPEP ®6.07% 1 ( ) IE C L CNAN - ±420.8 8"0 IN S SURFACE ®0.005 )7, ']jl $F U' e1^ --79. IE = 409.49 B °0 OUT (W) RIM- 417.06 RIM= 417.06 I / (( ) ! 'J \ ! .° IE- 41340 8'0 IN (N) IE 413.56 8'0 IN (S) IF C L CNAN - ±420.8 8 "0 OUT N ) Q3 NOT INCLUDED IN PLANS W/ CAPPED END I ( IN FEET f ° 'h IE= 412.90 12'0 IN (E) IE= 413.06 12.0 OUT (N) ® 55 LF 12" 0 CPEP ® -7.40% 1 ce0dr - " 3 IE- 412,90 12 °0 IN (S) CB TYPE i i inch = 50 ft SOLID LOCKING UD CB OB TYPE i L I u z� IE- 412.90 12.0 OUT (� O5 115 LF 12" 0 CPEP ® 1.48% 1 w - . 7 ° ! o I \ STA 27 +70.98, 17.22' RT STA' 27 +56.80, 18.58' RT 1 _ \� ` •\ 12 TYPE 248'0 CB 16 TYPE 1 CB 7, TYPE i CB B, TYPE 7 RIM= 430.20 ' \ STA1 5 +0565, 15.22' LT STA 5 +4700, 15.22' LT © 182 LF 12" 0 CPEP 0 5.50% RIM= 417.49 \\ �': F= 42� 'T 3 +46.00, 1422'RT STA: 5 +47.OQ 15.22' RT\ i IE- 426.26 (KNOCKOUT ONLY) (N) IE- 473.49 12 °0 OUT (S) \ t `. / \ ' ', I P� ¢1762 RIM= 41867 RIM- 419.91 RIM 419.91 o "' ) 426.26 12'0 OUT (S) Q \ 30' paa as `I \4125a12'OiN{N IE- 41479 12'0 IN (E) IE= 41575 12'0 IN E 7 182 LF 12" 0 CPEP 0 1.77% 29 a N ) O IE= 416.41 6 °0 M (S c el CB TYPE 2 48 °0 m L - I �� 1 �, \ IE;., 54 12 0 IN' E IE- 41¢79 12 0 IN (N) iE- 416,25 6'0 IN (N) IE= 415.91 12'0,OUT N) 0 75 LF 12° 0 CPEP ®1.67% STA: 27 +22.00, 18.22' RT / - 421 0 \ _ IE= 4123 12 _WO IE =- 41479 126'OUT ) B= 415.75 12 °0 OUT (W) r ( SSMH , 1YPE 748 °0 RIM= 417.40 Q 137 LF 12" 0 CPEP 0 5.957 IE= 411.42 12"0 IN (E) IV N &i6 6� A OR I O9A IE= 411.42 12.0 OUT (S) - - :, © / e 167 LF 12" 0 CPEP ®0.82% / ' '2g`.. IDA 162 LF 12" 0 CPEP 0 0.827 _ yam \ :SEE SHEET C -4 �� IT 021 108 27 LF 12" 0 CPEP 0 0.55% SSMH fl, TYPE 748'0 STA: 1 +15.00, 5.00' RT I I RIM= 417.64 w /SOUR LOCKING UD 10C 38 LF 12" 0 CPEP 0 5.05% IF = 40892 8.0 IN (E) ii 120 LF 12" 0 CPEP 0 0.55% IF = 40882 8 "0 OUT (S) _ - �� /� „ 34' c r 12 67 LF 12" 0 CPEP 0 4.00% 1 I I �f^ \ / u 25 ° RIM- 418.102 48 "0 �� I F.,� i\ FF- 420 tO3 45 LF 12" 0 CPEP 0 6.73% STA' 27 +29.97, 45.72' RT \ iI v �1 I v C 9P TYPE 1 O13A 35 LF 12" 0 CPEP 0 1.77% IE- 411.57 12'0 IN (NW) !!� W I i -- �\ �' \ STA 4+14.89, 35.1 IE- 411.57 12'0 IN (E) f i I / - -- I. I, -I� -- - � \ OLD LOCKING UD 13B 96 LF 12" 0 CPEP 0 2.14 %. IE- 412.0; s'm IN (s) \ Q IE= 411.57 14 73 LF 12" 0 CPEP 0 0.50% 12.0 -. 15 30 LF 12" 0 CPEP 0 0.53% I- F.Ceem IV STA: 26 +55.00, 18.22' RT \ Q �F 419 i6 \ 91 LF 12" 0 CPEP 0 2.08% RfM= 41669 � , IE 410.87 12'0 IN IN) 0 i 6' Ced 12) 41 LF 12" 0 CPEP 0 2.73% IE= 41087 12.0 oDT (s) ® �� gj'9 • 1 Z 18 30 LF 12" 0 CPEP 0 0.53% CB IOP TYPE t ts• M� / ' y wV - STA: 24+93.00, 35.00' RT _ Fir? \ 1v ! 6 s 19 130 LF 12" 0 CPEP 0 1.70% - _. s s - x.0--- ©0 134 LF 12" 0 CPEP 0 2.90% - - - - - i � " � ce 5 21 192 LF 12" 0 CPEP 0 2.67% ssIAH TYPE. t 4e'0 - - - - - 17 I I (I soup $ FF- 417 © 102 LF 12" 0 CPEP 0 1.52% STA: 3 +70.28 10.04' RT \ I , I I I I © RIM- 417.50 w IN (SCKING UD , _ nu 1 s ! / SSMH TYPE 148'0 _ 3 138 LF 12" 0 CPEP 0 2.01% srA 25 +2D 2s, 19.00' Rr � IE - 410.59 6'0 IN IE = 410.46 8 °0 IN (E) RIM= 415.16 w /SOLID LOCKING U - L $ IE = 410.38 8.0 OUT (NW') IE - 407.74 8'0 M (N) \ b f vv � / ���, IE - 407.fi4 8'0 OUi (S) I , - FF 419 FR= 419 I SANITARY SEWER PIPE TABLE SETA' °24 93.00,19.22. RT �' F= "5 RIM= 414.16 Im � IE= 409.55 12 °0 IN (N) _ - 0 217 LF 8"0 PVC SDR35 03034 0 0.507 ( IE- 410.05 8'0 IN (E) Q 114 LF 8 "0 PVC SDR35 D3034 0 0.50% IE= 409.55 12.0 OUT (S) I r 5 > ese• Q3 153 LF 8 "0 PVC SDR35 D3034 0 0.507 CB TYPE 2 54.0 STA: 7 +11.51, 41.47' LT ® 349 LF 8 "0 PVC SDR35 D3034 0 1.50% CONTROL STRUCTU SOUD LOCKING LID I _ 05 187 LF 8"0 PVC SDR35 D3034 0 6.207 RIM= 409.50 I I A IE= 399.00 12 "0 IN (NE) I \ DETE T I 5� 53 LF 8 "0 PVC SDR35 D3034 0 0.50% IE= 399.00 12'0 OUT (S) I I " - % - © 62 LF 8 "0 PVC SDR35 D3034 0 5.60% Cs TYPE 1 TRACT a IT= 410 # Ia F) 94 LF 8 "0 PVC SDR35 D3034 0 1.94% STA' 23 +55.64, 19.,54' RT RAN CURB GRATE I 20• 40 406. Q7 411 LF 8 "0 PVC SDR35 03034 0 1.53% RIM= IE- 401.40 12 70 IN (N) I A �j-�. ,� TG ® 237 LF 3"0 PVC SDR35 D3034 0 2.497 IE= 40140 12 70 Our (E) L - $ SEE SHEET C -6 _ _o" I A TYPE I Wd STREET LIGHT NOTE S7A• 35+3335, 1500' RT" THE CONCEPTUAL STREET LIGHTING LAYOUT SHOWN RIM- 40657 w /SOUD LOgONG 9 IE =405.6 ' A W ON THESE DESIGN DRAWINGS IS STRICTLY FOR IE = 396.05 8 "0 IN (N) CB .TYPE 2, 48'0 �\ PRELIMINARY DESIGN OF UTILITIES. PLEASE SEE THE IE = 3959 STA: B +OO.GO, 14.27 LT 5 e'e oui (N) V \ RIM= 410.46 APPROVED ILLUMINATION PLAN PREPARED BY EX. SSMH, TYPE t 58' 60"0 L ( \ iE= 399.70 12.0 IN (E) J HERMAN TRAFFIC ENGINEERING FOR ALL STREET sm ±406.27, 396 L \ I'..lL IE= 399.70 12 "0 IN (W) Il LIGHTING CONCERNS REGARDING BECLAN PLACE. RIM- ±009.0 II n l I 1E= 399.70 12.0 GUT (NE) I n' IE = ±395.68 8'0 IN (N) III \I1 +il IF = ±383.50 8 "0 OUT (S) I Y (I CB 2, +06. 2, 48.5 INSIDE DROP, STA: LOCKING 0, LID LT QI RECHANNEL MANHOLE 141 I I SOLID LOCKING LID I? RIM= 409.13 IE= 398.15 12 °0 IN (E) IE= 398.75 12 "0 OUT (S) 0 WATER NOTE THE CONCEPTUAL WATER DISTRIBUATION SYSTEM SHOWN ON THESE DESIGN DRAWINGS IS STRICTLY FOR PRELIMINARY DESIGN OF UTILITIES. THE ACTUAL WATER DISTRIBUTION DESIGN WILL BE PREPARED BY KING COUNTY WATER DISTRICT #90. BENCHMARK CITY OF RENTON BENCHMARK #2104. 1- IP W /PLUG & TACK DOWN 0.9' IN CASE LOCATED AT THE INTERSECTION OF SE 136TH ST. AND 144TH AVENUE SE. ELEV =399.340 FEET (121.719 METERS) VERTICAL DATUM: CITY OF RENTON, NAVD BB _ -- Awxux 4u, STA: 7 +20,00, 5.00' RT RIM= 425.35 w /SOLID LOCKING UD 342.00' i51PoFM�6 MD6 IE = 415.63 8 °0 M ( E) 875' N 88'23 t4 W W FaID w) IE = 41570 8'0 OUiN(WJ 6874 FOUND PUNCHED 3" BRASS FOUND PUNCHED 3 7 2" BRASS SU A M TON H E %. SSMH SURFACE MONUMENT I CITY OF RENTON HORIZ/NTAL _ 1 1 RIM= 1430.1 CITY OF RENTON HORIZONTAL CONTROL POINT #1852 IE C/L CH AN = 1422.6 8 "0 IN (E) CONTROL POINT #1851 N 180904.8037 IE C L CHAN. _ ±422.6 8 '0 OUT N N 180978.6255 ig I / O E 1316622.3830 E 1313999.6090 Le'g 4 \ 23 I I 0 BASIS OF BEARINGS w¢� FF` 421 8 FF= 423 ��4 s a 20 $ , v;1 1 _ _ N 8821 -3" W I 2642.56'_ _ - 70 FF= 426' FF= 427 i I c, i 1321.28 N.E. 4th Street hl CB 21, TYPE 1 A 14 STA: 26 +68,33, 17.22' L7 of 9$'� m y\ N IN IE= 424.71 12 °0 1 ( ) f to ml4im ypS/ I -IRD s -fl0 �-- 4T I IE= 424.71 12 °0 OUT (S) I 12 85 ss\ � 1 ' n - I EX57 (V CB 661.25' �I 661.25 'I RIM= 428.6 �^ 0`01 1Q� N 180086.0115 © IE= 425.1 12" CONIC OUT (S) Z61 1 p 1 15265.3076 NE 2 ACE I " 1 LIJ ERST CB 667.86' o I> H r ___ _ __ _ - 8 - -.�- T RIM= 1323.7TN. E. 2nd St ' - - - -- xio, 1323.71'--_- - � W V IE= 422.1 12" CONC IN T ( al N 8825'15" W w 2647.43' w ` IE= 422.0 12" CONIC OUT (S) 1 $ I L al wM s 420 I �\ \� �\ z 10 z - o z tt_ s a a a �I - Jr SSMH TYPE 1 48 "0 IM 2 Ir 7 ) STA 25 +65.39, 5.00' LT Ipi lo I I I I i ) �� = 1 425 EIN 426.25 w/SOLID 8'000T LOCKING UD I I� `I ff= 423 III �ff= 424 F= 426 FF 27 a! C- I I -j L = L L I ( -D i$ CB 0, TYPE 1 1 - -I L-. J \ I STA: 24+76.03, 17.22' LT I \ \ I RIM= 423.50 - 15 1326.15' xi - .____ -_- 5862515'E I� 60.00' 60,Og �.�, \ 1 I I) IE- 419.59 12°0 IN (N) N 88'29'1 J" W 2652.30'. - 14 60.00' 60. ® 71.30• IE 419.59 12 °0 OUT (S) , saarc 90.00• `\aa _ sa7s• i I -, )e. DETAIL OF NE 1/4, SEC. 15 AND VICINITY MAP 48 0' ( RIMT 423.1 SCALE: 1" = 600' I I I vv 420.6 12" CONC IN (N) III I T= 4206 12" CONC OUT (s) 4 3 I I 2'( ( 1 Y CB 19. TYPE 1 -L s I FF= 41 az = 41910 FF= 420 a gal I Ip w1 STA .233422.2. 2207' Li - CB P E 1 I iq F= 421 91\ x FF= 422 01 Cr el RIM= 419.70 LEGEND I STA: 9+ 5.43, 35. T I I I� I \ IE= 415,70 12 °0 IN (N) IE= 415.70 IX. 12'0 OUT S S�jL1D L CKING LID O L. I _ \\ I 1 I I I I I I ~ F (I RRAr 489.7 FOUND SEC770N CORNER AS NOTED HEREON. -� L - -� L� �� 1>: D 'S °'- = _� ) IE 417.412 CONIC IN (N) �� FOUND WARIER CORNER AS NOTED HEREON. L� I _ - IE 477.4 12 CONIC IN (E) E 417216" CDNG OUT cS, HORIZONTAL CONTROL - -, .__ 7 f7+ 7 2 +op IT j - _ 3nQF97 - T SEE EET C- � g �a a= 13 CB 1YPE; �'3' -+Jau ac .3 = 145 Ts,r' ° S=3 6 5 109 STA 9 +85,43, 15.22' l 8 I < can l c b ® R, A, $QX RIM= 41379 j > CB TYPE i „ I EXST 489.4 - - � �pF WAyxt�C1� IE= 410.20 6 "0 IN (N) In `^ STA: 11+67.68, 15.22' LT SSMH TYPE 1 4B °0 I III II y IE= 409.70 12 70 IN (E)'' RIM= 416,92 STA: 23 +28.39, 5.00' LT I ( IE= 476.7 18" CONC IN (N) ���' . IE= 409.70 12'0 OUT O IE= 413.42 6.0 M (W) RIM= 420.19 w /SIX1D LOCKING UD - I IE= 416.9 12" CONIC IN (E) Al, S I�Q. �LP�� E %ST. SSIAH IE= 41292 12 °0 IN (E) IE = 412.10 8 °0 IN (N) J IE= 416.8 72" CONC OUT (S) LA]J_'1-1_Jl�lAa STA: 9+11,55, 5.00' LT IE- 412.92 12 °0 OUT (W) IE = 412.00 8'0 OUT (W) (I rs*y I EKST SDMH •� 32223�p RIM= 412.60 RIM= 420.2'73f6m" 11 p�L�� 8 �� Y�AE IE = 405.70 8"0 IN (E) IE= 407.8 36" IP IN (E)'VIONAL IE = 405.83 6'0 IN (N) EKST C8 IE= 407.7 36" IP OUT (S) leas mum 3751H STRICT Bus (153)1116 -45M IE = 405.60 8"0 OUT (S) RIM= 418.9 08-25.(2- FEDERAL WAY, WA 9600.3 bs weAYB34 Wxd IE= 417.6 12" CONIC IN (N) IE= 417.4 12" CONIC OUT (s) CALL 48 HOURS CITY OF RENTON DEPARTMENT OF PUBLIC WORKS BEFORE YOU DIG :... _..___:.,-_.__._.............._...._..--- CHECKED FOR COMPLIANCE BECLAN PLACE - MINOR AMENDMENT 1- 800 - 424 -5555 COMPOSITE UTILITIES TO CITY STANDARDS HORIZONTAL CONTROL PLAN Date DESIGNED: BAS DATE: 08/25/12 FILE NAME: 12183 -C23 Date \` DRAWN: TAS /BAS Date CHECKED: BAS SCALE: 2 50' FIELD BOOK, PAGE: NO. REVISION BY APPR, DATE APPROVED: SHEET: 0-23 OF: 25 ZG,5109 Z n W W LJ J - Ug �� go J- ° W �o ga �J W O o Q M �z O rzj O vo Z 0 wz O � 3 ti+ U c v ._ GO m c a II ° D. a gNg Z O rn O Z BECLAN PLACE - MINOR AMENDMENT A PORTION OF THE NW %4 OF THE NE 1/40F SEC, 15, TWP, 23N., RGE. 5E., WX CITY OF RENTON, KING COUNTY, WASHINGTON =� 'le s a "9 03#13A, TYPE i STA 41 +54.95, 5.00' RT 5 \ 3 8 '14" W 259,24' B / Wa a. RIM= 421.82 76.85' 5' Ch.m/Ul Face - f IE= 417.76 6 °01N (N) I \ ' 16' 1 1 IE= 417.26 12'0 OUT (S) o if MI 1 1 n• Cmm - ( ���,;;•• ✓ll (- CB#I6A, TYPE 2, 48 °0 W STA: 5+'05.85, 15.22' LT e CB 3, TYPE 1 y 28' MaP1 II 40 +58.67, 5.04 RT I 0 STA: 40 +29.1 0.68' 10' Cedar O / 28 RIM= 419.73 w /SOLID LOCKING UD RIM= 4.791 1 e0.y `�^'' IE= 414.79 12.0 IN (E) a.3 8' j:eam 42 /`-- q IE = 413.16 8 °0 IN (N) IE= 414.79 12 °0 IN (N) I RIM- 419.79 1 18' Neml 15 J / 1 le N IE = 413.06 8 °0 OUT (SW) IE 414.97 12'0 IN N U IE= 414.79 12'0 OUT STORM DRAINAGE PIPE TABLE IE 415,476 °01N(E)) 1 / M I I o (�' I 6; GRAPHIC SCALE ME 1 48 °0 O -t, -- --_ - -- _ STA: 2 +19.67, 0.95' RT C8 14 TYPE 1 CB #15, TYPE 7 I _ IE- 414.97 12'0 OUT S to -Hem 1 10 20 LF 12" 0 CPEP ®- 10.00% - o EK. SSIAH m 0 25 50 100 200 " STA 4 +14.89, 15.54 LT STA: 4+14.69, 15.54' RT 20 LF PFRf. 6 °f : '� \' \f� •o`Y ss \ sc RIM- 419.03 w /SOLID LOCKING UD ei' RIM= 1432.1 PVC LAID ON THE Will \ N8623 'W 322• SBB,23'14' 90.23' °°' 1 IE 409.59 8'0 IN SE, NE CURB 1HRU GRAZE CURB 7HRU GRAZE 14 LF 12" 0 CPEP ®6.07% 1 ( ) IE C L CNAN - ±420.8 8"0 IN S SURFACE ®0.005 )7, ']jl $F U' e1^ --79. IE = 409.49 B °0 OUT (W) RIM- 417.06 RIM= 417.06 I / (( ) ! 'J \ ! .° IE- 41340 8'0 IN (N) IE 413.56 8'0 IN (S) IF C L CNAN - ±420.8 8 "0 OUT N ) Q3 NOT INCLUDED IN PLANS W/ CAPPED END I ( IN FEET f ° 'h IE= 412.90 12'0 IN (E) IE= 413.06 12.0 OUT (N) ® 55 LF 12" 0 CPEP ® -7.40% 1 ce0dr - " 3 IE- 412,90 12 °0 IN (S) CB TYPE i i inch = 50 ft SOLID LOCKING UD CB OB TYPE i L I u z� IE- 412.90 12.0 OUT (� O5 115 LF 12" 0 CPEP ® 1.48% 1 w - . 7 ° ! o I \ STA 27 +70.98, 17.22' RT STA' 27 +56.80, 18.58' RT 1 _ \� ` •\ 12 TYPE 248'0 CB 16 TYPE 1 CB 7, TYPE i CB B, TYPE 7 RIM= 430.20 ' \ STA1 5 +0565, 15.22' LT STA 5 +4700, 15.22' LT © 182 LF 12" 0 CPEP 0 5.50% RIM= 417.49 \\ �': F= 42� 'T 3 +46.00, 1422'RT STA: 5 +47.OQ 15.22' RT\ i IE- 426.26 (KNOCKOUT ONLY) (N) IE- 473.49 12 °0 OUT (S) \ t `. / \ ' ', I P� ¢1762 RIM= 41867 RIM- 419.91 RIM 419.91 o "' ) 426.26 12'0 OUT (S) Q \ 30' paa as `I \4125a12'OiN{N IE- 41479 12'0 IN (E) IE= 41575 12'0 IN E 7 182 LF 12" 0 CPEP 0 1.77% 29 a N ) O IE= 416.41 6 °0 M (S c el CB TYPE 2 48 °0 m L - I �� 1 �, \ IE;., 54 12 0 IN' E IE- 41¢79 12 0 IN (N) iE- 416,25 6'0 IN (N) IE= 415.91 12'0,OUT N) 0 75 LF 12° 0 CPEP ®1.67% STA: 27 +22.00, 18.22' RT / - 421 0 \ _ IE= 4123 12 _WO IE =- 41479 126'OUT ) B= 415.75 12 °0 OUT (W) r ( SSMH , 1YPE 748 °0 RIM= 417.40 Q 137 LF 12" 0 CPEP 0 5.957 IE= 411.42 12"0 IN (E) IV N &i6 6� A OR I O9A IE= 411.42 12.0 OUT (S) - - :, © / e 167 LF 12" 0 CPEP ®0.82% / ' '2g`.. IDA 162 LF 12" 0 CPEP 0 0.827 _ yam \ :SEE SHEET C -4 �� IT 021 108 27 LF 12" 0 CPEP 0 0.55% SSMH fl, TYPE 748'0 STA: 1 +15.00, 5.00' RT I I RIM= 417.64 w /SOUR LOCKING UD 10C 38 LF 12" 0 CPEP 0 5.05% IF = 40892 8.0 IN (E) ii 120 LF 12" 0 CPEP 0 0.55% IF = 40882 8 "0 OUT (S) _ - �� /� „ 34' c r 12 67 LF 12" 0 CPEP 0 4.00% 1 I I �f^ \ / u 25 ° RIM- 418.102 48 "0 �� I F.,� i\ FF- 420 tO3 45 LF 12" 0 CPEP 0 6.73% STA' 27 +29.97, 45.72' RT \ iI v �1 I v C 9P TYPE 1 O13A 35 LF 12" 0 CPEP 0 1.77% IE- 411.57 12'0 IN (NW) !!� W I i -- �\ �' \ STA 4+14.89, 35.1 IE- 411.57 12'0 IN (E) f i I / - -- I. I, -I� -- - � \ OLD LOCKING UD 13B 96 LF 12" 0 CPEP 0 2.14 %. IE- 412.0; s'm IN (s) \ Q IE= 411.57 14 73 LF 12" 0 CPEP 0 0.50% 12.0 -. 15 30 LF 12" 0 CPEP 0 0.53% I- F.Ceem IV STA: 26 +55.00, 18.22' RT \ Q �F 419 i6 \ 91 LF 12" 0 CPEP 0 2.08% RfM= 41669 � , IE 410.87 12'0 IN IN) 0 i 6' Ced 12) 41 LF 12" 0 CPEP 0 2.73% IE= 41087 12.0 oDT (s) ® �� gj'9 • 1 Z 18 30 LF 12" 0 CPEP 0 0.53% CB IOP TYPE t ts• M� / ' y wV - STA: 24+93.00, 35.00' RT _ Fir? \ 1v ! 6 s 19 130 LF 12" 0 CPEP 0 1.70% - _. s s - x.0--- ©0 134 LF 12" 0 CPEP 0 2.90% - - - - - i � " � ce 5 21 192 LF 12" 0 CPEP 0 2.67% ssIAH TYPE. t 4e'0 - - - - - 17 I I (I soup $ FF- 417 © 102 LF 12" 0 CPEP 0 1.52% STA: 3 +70.28 10.04' RT \ I , I I I I © RIM- 417.50 w IN (SCKING UD , _ nu 1 s ! / SSMH TYPE 148'0 _ 3 138 LF 12" 0 CPEP 0 2.01% srA 25 +2D 2s, 19.00' Rr � IE - 410.59 6'0 IN IE = 410.46 8 °0 IN (E) RIM= 415.16 w /SOLID LOCKING U - L $ IE = 410.38 8.0 OUT (NW') IE - 407.74 8'0 M (N) \ b f vv � / ���, IE - 407.fi4 8'0 OUi (S) I , - FF 419 FR= 419 I SANITARY SEWER PIPE TABLE SETA' °24 93.00,19.22. RT �' F= "5 RIM= 414.16 Im � IE= 409.55 12 °0 IN (N) _ - 0 217 LF 8"0 PVC SDR35 03034 0 0.507 ( IE- 410.05 8'0 IN (E) Q 114 LF 8 "0 PVC SDR35 D3034 0 0.50% IE= 409.55 12.0 OUT (S) I r 5 > ese• Q3 153 LF 8 "0 PVC SDR35 D3034 0 0.507 CB TYPE 2 54.0 STA: 7 +11.51, 41.47' LT ® 349 LF 8 "0 PVC SDR35 D3034 0 1.50% CONTROL STRUCTU SOUD LOCKING LID I _ 05 187 LF 8"0 PVC SDR35 D3034 0 6.207 RIM= 409.50 I I A IE= 399.00 12 "0 IN (NE) I \ DETE T I 5� 53 LF 8 "0 PVC SDR35 D3034 0 0.50% IE= 399.00 12'0 OUT (S) I I " - % - © 62 LF 8 "0 PVC SDR35 D3034 0 5.60% Cs TYPE 1 TRACT a IT= 410 # Ia F) 94 LF 8 "0 PVC SDR35 D3034 0 1.94% STA' 23 +55.64, 19.,54' RT RAN CURB GRATE I 20• 40 406. Q7 411 LF 8 "0 PVC SDR35 03034 0 1.53% RIM= IE- 401.40 12 70 IN (N) I A �j-�. ,� TG ® 237 LF 3"0 PVC SDR35 D3034 0 2.497 IE= 40140 12 70 Our (E) L - $ SEE SHEET C -6 _ _o" I A TYPE I Wd STREET LIGHT NOTE S7A• 35+3335, 1500' RT" THE CONCEPTUAL STREET LIGHTING LAYOUT SHOWN RIM- 40657 w /SOUD LOgONG 9 IE =405.6 ' A W ON THESE DESIGN DRAWINGS IS STRICTLY FOR IE = 396.05 8 "0 IN (N) CB .TYPE 2, 48'0 �\ PRELIMINARY DESIGN OF UTILITIES. PLEASE SEE THE IE = 3959 STA: B +OO.GO, 14.27 LT 5 e'e oui (N) V \ RIM= 410.46 APPROVED ILLUMINATION PLAN PREPARED BY EX. SSMH, TYPE t 58' 60"0 L ( \ iE= 399.70 12.0 IN (E) J HERMAN TRAFFIC ENGINEERING FOR ALL STREET sm ±406.27, 396 L \ I'..lL IE= 399.70 12 "0 IN (W) Il LIGHTING CONCERNS REGARDING BECLAN PLACE. RIM- ±009.0 II n l I 1E= 399.70 12.0 GUT (NE) I n' IE = ±395.68 8'0 IN (N) III \I1 +il IF = ±383.50 8 "0 OUT (S) I Y (I CB 2, +06. 2, 48.5 INSIDE DROP, STA: LOCKING 0, LID LT QI RECHANNEL MANHOLE 141 I I SOLID LOCKING LID I? RIM= 409.13 IE= 398.15 12 °0 IN (E) IE= 398.75 12 "0 OUT (S) 0 WATER NOTE THE CONCEPTUAL WATER DISTRIBUATION SYSTEM SHOWN ON THESE DESIGN DRAWINGS IS STRICTLY FOR PRELIMINARY DESIGN OF UTILITIES. THE ACTUAL WATER DISTRIBUTION DESIGN WILL BE PREPARED BY KING COUNTY WATER DISTRICT #90. BENCHMARK CITY OF RENTON BENCHMARK #2104. 1- IP W /PLUG & TACK DOWN 0.9' IN CASE LOCATED AT THE INTERSECTION OF SE 136TH ST. AND 144TH AVENUE SE. ELEV =399.340 FEET (121.719 METERS) VERTICAL DATUM: CITY OF RENTON, NAVD BB _ -- Awxux 4u, STA: 7 +20,00, 5.00' RT RIM= 425.35 w /SOLID LOCKING UD 342.00' i51PoFM�6 MD6 IE = 415.63 8 °0 M ( E) 875' N 88'23 t4 W W FaID w) IE = 41570 8'0 OUiN(WJ 6874 FOUND PUNCHED 3" BRASS FOUND PUNCHED 3 7 2" BRASS SU A M TON H E %. SSMH SURFACE MONUMENT I CITY OF RENTON HORIZ/NTAL _ 1 1 RIM= 1430.1 CITY OF RENTON HORIZONTAL CONTROL POINT #1852 IE C/L CH AN = 1422.6 8 "0 IN (E) CONTROL POINT #1851 N 180904.8037 IE C L CHAN. _ ±422.6 8 '0 OUT N N 180978.6255 ig I / O E 1316622.3830 E 1313999.6090 Le'g 4 \ 23 I I 0 BASIS OF BEARINGS w¢� FF` 421 8 FF= 423 ��4 s a 20 $ , v;1 1 _ _ N 8821 -3" W I 2642.56'_ _ - 70 FF= 426' FF= 427 i I c, i 1321.28 N.E. 4th Street hl CB 21, TYPE 1 A 14 STA: 26 +68,33, 17.22' L7 of 9$'� m y\ N IN IE= 424.71 12 °0 1 ( ) f to ml4im ypS/ I -IRD s -fl0 �-- 4T I IE= 424.71 12 °0 OUT (S) I 12 85 ss\ � 1 ' n - I EX57 (V CB 661.25' �I 661.25 'I RIM= 428.6 �^ 0`01 1Q� N 180086.0115 © IE= 425.1 12" CONIC OUT (S) Z61 1 p 1 15265.3076 NE 2 ACE I " 1 LIJ ERST CB 667.86' o I> H r ___ _ __ _ - 8 - -.�- T RIM= 1323.7TN. E. 2nd St ' - - - -- xio, 1323.71'--_- - � W V IE= 422.1 12" CONC IN T ( al N 8825'15" W w 2647.43' w ` IE= 422.0 12" CONIC OUT (S) 1 $ I L al wM s 420 I �\ \� �\ z 10 z - o z tt_ s a a a �I - Jr SSMH TYPE 1 48 "0 IM 2 Ir 7 ) STA 25 +65.39, 5.00' LT Ipi lo I I I I i ) �� = 1 425 EIN 426.25 w/SOLID 8'000T LOCKING UD I I� `I ff= 423 III �ff= 424 F= 426 FF 27 a! C- I I -j L = L L I ( -D i$ CB 0, TYPE 1 1 - -I L-. J \ I STA: 24+76.03, 17.22' LT I \ \ I RIM= 423.50 - 15 1326.15' xi - .____ -_- 5862515'E I� 60.00' 60,Og �.�, \ 1 I I) IE- 419.59 12°0 IN (N) N 88'29'1 J" W 2652.30'. - 14 60.00' 60. ® 71.30• IE 419.59 12 °0 OUT (S) , saarc 90.00• `\aa _ sa7s• i I -, )e. DETAIL OF NE 1/4, SEC. 15 AND VICINITY MAP 48 0' ( RIMT 423.1 SCALE: 1" = 600' I I I vv 420.6 12" CONC IN (N) III I T= 4206 12" CONC OUT (s) 4 3 I I 2'( ( 1 Y CB 19. TYPE 1 -L s I FF= 41 az = 41910 FF= 420 a gal I Ip w1 STA .233422.2. 2207' Li - CB P E 1 I iq F= 421 91\ x FF= 422 01 Cr el RIM= 419.70 LEGEND I STA: 9+ 5.43, 35. T I I I� I \ IE= 415,70 12 °0 IN (N) IE= 415.70 IX. 12'0 OUT S S�jL1D L CKING LID O L. I _ \\ I 1 I I I I I I ~ F (I RRAr 489.7 FOUND SEC770N CORNER AS NOTED HEREON. -� L - -� L� �� 1>: D 'S °'- = _� ) IE 417.412 CONIC IN (N) �� FOUND WARIER CORNER AS NOTED HEREON. L� I _ - IE 477.4 12 CONIC IN (E) E 417216" CDNG OUT cS, HORIZONTAL CONTROL - -, .__ 7 f7+ 7 2 +op IT j - _ 3nQF97 - T SEE EET C- � g �a a= 13 CB 1YPE; �'3' -+Jau ac .3 = 145 Ts,r' ° S=3 6 5 109 STA 9 +85,43, 15.22' l 8 I < can l c b ® R, A, $QX RIM= 41379 j > CB TYPE i „ I EXST 489.4 - - � �pF WAyxt�C1� IE= 410.20 6 "0 IN (N) In `^ STA: 11+67.68, 15.22' LT SSMH TYPE 1 4B °0 I III II y IE= 409.70 12 70 IN (E)'' RIM= 416,92 STA: 23 +28.39, 5.00' LT I ( IE= 476.7 18" CONC IN (N) ���' . IE= 409.70 12'0 OUT O IE= 413.42 6.0 M (W) RIM= 420.19 w /SIX1D LOCKING UD - I IE= 416.9 12" CONIC IN (E) Al, S I�Q. �LP�� E %ST. SSIAH IE= 41292 12 °0 IN (E) IE = 412.10 8 °0 IN (N) J IE= 416.8 72" CONC OUT (S) LA]J_'1-1_Jl�lAa STA: 9+11,55, 5.00' LT IE- 412.92 12 °0 OUT (W) IE = 412.00 8'0 OUT (W) (I rs*y I EKST SDMH •� 32223�p RIM= 412.60 RIM= 420.2'73f6m" 11 p�L�� 8 �� Y�AE IE = 405.70 8"0 IN (E) IE= 407.8 36" IP IN (E)'VIONAL IE = 405.83 6'0 IN (N) EKST C8 IE= 407.7 36" IP OUT (S) leas mum 3751H STRICT Bus (153)1116 -45M IE = 405.60 8"0 OUT (S) RIM= 418.9 08-25.(2- FEDERAL WAY, WA 9600.3 bs weAYB34 Wxd IE= 417.6 12" CONIC IN (N) IE= 417.4 12" CONIC OUT (s) CALL 48 HOURS CITY OF RENTON DEPARTMENT OF PUBLIC WORKS BEFORE YOU DIG :... _..___:.,-_.__._.............._...._..--- CHECKED FOR COMPLIANCE BECLAN PLACE - MINOR AMENDMENT 1- 800 - 424 -5555 COMPOSITE UTILITIES TO CITY STANDARDS HORIZONTAL CONTROL PLAN Date DESIGNED: BAS DATE: 08/25/12 FILE NAME: 12183 -C23 Date \` DRAWN: TAS /BAS Date CHECKED: BAS SCALE: 2 50' FIELD BOOK, PAGE: NO. REVISION BY APPR, DATE APPROVED: SHEET: 0-23 OF: 25 ZG,5109