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HomeMy WebLinkAboutWWP2703651.1LO Lr) N nJ a U 0 � I o N N 00 0 fj 0 V-- N U aO 0 W 0 rT a 0 w rn U I I L.L O ry T n T Q Z z z LL_I Ld W Q U `� C) Z n Z �< n ZQ n � Q n-*,, N () ry W Li O Q _ m zry L� z U V ~ m W Z Q 63 IL o PLTT O � Q_ a� U) J O o � 0 Z L)� Q C_ a m c 0 12- J X. Z Z O = 0 z p 0 ., z o � az �CS U) LU � ow W Q m a a m o Z mw a (L Ul O 0 0 a_ Q LLI Q o w x m 0 cc zl z o �. cn > LW M 0 N CL W Wo U BECLAN PLACE MINOR AMENDMENT 40 1/4 1/4 NEF E. 15, TWP. 23N., R E.5E.,W.M. A P RTI N F THE NWF THE0 0 CB#10B, TYPE 1 CITYOF RENTON, KING WASHINGTON � 1 STA: 1+18.93, 19.22 LT I 2\ f " SSMH ,TYPE 1V INSTALL 12"0 CAP 30 Douglas Fi Gavel `�tiE'STA2+31.51, 518LT STA: 5+05.85, 143.98 LT CB 9A TYPE 2 48"0 + � s _ IE=417.00, 12"0 II STA: 1 +18.60 19.72 E N " CB 13 TYPE 1 PRIU/A,TE FF= 421.0 _ _ _ RIM= 419.73 w/SOLID LOCKING LID to 24 Maple ! �, 4 IE = 413.1fi 8 IN N l 12.50 PUBLIC STORM DRAINAGE EASEMENT +_ , I STA: 2+32. 2 1 L 42 I = " (} E TO THE CITY OF RENTON �RB �00 INT'X STA: 1+00 NE 2ND PL• IE 413.06 8 OUT (SW) / ❑ _ _S ( d STA: 27+42.07 HOQUTAM AVENCN UE 418 _ - / `'� ! e lock 4, 26` N 88. 23, 14 W 342.00 TEMPORARY 5' WIDE TR ��v I ASPHALT RAMP S VV�ood F ce Wood Wa I 5 SSMH PE 1 48"0 1 I I I ❑ TRB - - STA: 2+19. 7, 0.95 RT SSMH 1, TYPE 1 48"0 I - - FF= �1 1 1 STA: 1+15.00, 5.00 RT RIM= 419.0 w/SOLID LOCKING LID I RIM= 417.64 w/SOLID LOCKING LID ( I 2 \ IE = 409.5 8 0 IN (SE, NE} b U IE = 408.92 8"0 IN (E) 5 _- 5 -= n \\ IE = 409.4 8"0 OUT (W) i1041� ; IE = 408.82 8 OUT S \ "/ I O I � 34 Cedar I 10 I GRAPHIC SCALE 0 20 40 80 ( IN FEET ) 1 inch = 40 f t. INSTALL CAP IF = 426.29, 12" 0 ABANDON EX. SEPTIC DRAINFIELD PER HEALTH DEPARTMENT STANDARDS LOT #21 & DEMOLISH HOUSE ON PARCEL 1523059064, JERICHO AVE. NE \ I � CSS I I II ��---------- j \\ , � 25 24 23 I -T- 1 =39.33 -- .` s\ r 1 2 2 1 1 I I I R=46.00 " I Q \ `\ \ CB 14P TYPE 1 CB 14 TYPE 1 1 1 1 21 20 BARRIER FREE CURB CUT I 1 �485922 1 \ \ Mo 6.87, STA: 4t�4.8 211�.14 L I fB I I C) c� SEE DETAIL SHEET C-13 I I Tan=20.96 \\ \\0T. IFF= 423.0 FF= 424.0 FF= 426.0 = le;lI I �� w FF= 427.0 LL CB 9 TYPE 2 48"0 I I SS \ ti 3 \\ L--39.33 CB 16, TYPE 1 �13#1 7, TYPE 1 STA: 6+04.71 ! I N W 1 I S T A: 1+45.80, 14.22 RT W I \ \ I Z CB 21, TYPE 1 0o I R=46.00 pTA: 5+47.Q0,)OFFSET: 5.00 R ;ti , I 1 \ \ t�48'59'22" STA: 5+05.85, ) , I 11 ,�, Tan=20.96 15.22 LT n 5.22 LT I ! I 1 STA: 26+68.33, 17.22 LT , II W I f- ti SS 4 \ � ,S�,i� --- �- ___ ------ S I------ !! SS SS \ -------F--- ---------- -_ W w ; 0FC-td�ii o 19 `, �� ti 5. i - _ ti. 5" Cedar \ II 5 I I a I 26" Cedar66 FF= 419.0 ! N o " - - 1 4 NE 2 PLACE �� I 15 Hemlo k / O N 1 4" Fir / ss�5 I I _ > I 416 CB 12A TYPE 2 48 _ � T SS CB 15 TYPE 1 --- SS - - SS----- - ss------- ---� -E I II m STA. v+46. 14.�L R, 1 STA. 4+14.89, ss �� a-N CB 15P TYP 1 15.54 fT I T �e� i ice' W+ SANITARY SEWER STUB ENCASEMENT STA: 4+14.89, SSMH ,TYPE 1 4s,� CB#18, TYPE 1 j 1 110 PRIVATE UTILITIES E SEMENI �. N �- PLAN VIEW 26.00 RT STA. +70.28, 10.04 RT STA: 5+47.00, BECLAN PLACE HOA I I _ _ I Gr SANITARY SEWER STUBS FOR LOTS 23 & 24 SHALL BE ENCASED IN RIM= 17.50 w/SOLID LOCKING LID 15.22 RT CONCRETE 5' EITHER SIDE OF THE CROSSING WITH THE 12"0 WATER 1 - 40 I IE = 10.46 8"0 IN (E) 1 ( srd w MAIN. I IE = 410.36 8"0 OUT (NW) I I 15 14 ' , ' I ,� I 13 � I � As halt 12 11 10 g ; I I g FF= 419.0 1 FF= 419.0 FF= 420.0 FF= 421.0 FF- 423.0 11 I r' I - 1 FF= 424.0 1 FF= 426.0 FF= 427.0 i I IIW wZ W 60.00' vc 100.00' vc 00% __ -__ � ; 2• 428 428 Z Q HIGH POINT ELEV = 419.05 LOW POINT ELEV = 417.38 EXISTING PROFILE @ CN ,1, ¢ HIGH POINT STA = 2+20 LOW POINT STA = 4+14.89 CENTERLINE OF R.O.W Z = PVI STA = 2+20 PVI STA = 4+40 426 00 - - ' - II 426 Cr CB 9A TYPE 2 48"� PVI ELEV 419.20 PVI ELEV 417.00 FINISHED PROFILE W Z C:) n C:) A.D. -2.00 A.D. = 4.02 U w CD o SOLID LOCKING LID o rn K= 30.00 0 oCD K= 24.89 0 CENTERLINE OF R.O.W �� _ __ _ rn LO rn _ _ __ / __ n �Z _ 424 _ ^ =4 STA: 1 +1 &6�0.5 19.7i2 RT =f N _ -- M ,�, � o > 424 "' C' " RIM= 417.40 CB#12A, TYPE 2, 48' 3.fl2% � N ¢ x .. > cii w cii �► tii �i cii w W o U U U U II > W= IE= 411.42 12"0 IN (E) > > > > STA: 3+46.00, 14.22 RT > > > > II ¢ Z c, 422 z v w m m w w m m w w -- II 422 IE= 411.42 12"O OUT (S) RIM= 417.62 _ _ - - w 1 04 w IE= 412.54 12" IN (E) - - - - U) W to S ' Y Y N W oo c0 ao 1E= 412.54 12"0 OUT(NW) L - ¢ ¢ 420 I m m_+ o F� 420 ' i /I ww �W �N II no/ ¢¢ ¢c~n �¢w -1.009 Of Of � x I- J i c� c' cn w ? cn w -- __. - _ -- _ __ _ _ _ - _ _ __ _ __ -- 418 _ -r - _- � �P 418 1L 416' --� _ 12Dg�o SO _ 416 "� CPEP 12»� �pEP SD 73F 12 g1,�F 27LF 12"0 CPEP cn' Sfla I I _-- - _ 414 ----- _ _ - __ ,D @ 0. 0 SD @ 0.55% WS 5`� 120LF 12"0 CPEP SD @ �.55�0 @ 1.5U�° 414 67LF 12"� CPEP SD 0.5 349 LF SS IE = 421.17 COS " �� CB 17, TYPE 1 SSMH #4, TYPE 1 48 0 412 _ __ i T# T 412 STA: A. 5+47.00, 15.22 L� STA. 7+20.00, .00 RT 153 LF 8"o SS © 0.50% RIM= 419.91 RIM= 425.35 w/SOLID LOCKING LID "� SS 0.55% �B 14, TYPE 1 _ IE= 415.75 12 0 IN S _ IE _= 415.83 6"0 IN NE SE 410 _ 104 LF 8 _ _ _ _ _ O ( � ) _ _ 410 S TA: 4+14.89, 15.54' LT IE= 415.75 12" 0 OUT (W) IE = 415.70 8"0 OUT (W) CURB THRU GRATE RIM- 417.06 _ _ _ 408 2IE= 41323 8 0 IN (N) 408 _ - SSMH , TYPE 1 48"� IE= 41290 12';� IN (E) � CB 18 TYPE 1 CB 9 TYPE 2, 48"0 ` STA: 2+19.67, 0.95' RT � # , 406 _ _ _ _ _ IE= 412:90. 12 �: IN (S) _ _ __ 406 STA: 1+45,80, 14.22' RT RIM= 419.03 w SOLID LOCKING LID „ STA: 5+47.00, 15.22 RT / IE= 412.90 12 � OUT (W) RIM= 418.10 IE = 409.59 8"0 IN (SE, NE) RIM= 419.91 _ IF = A o AG R"& nI IT ( __ _ IE 415.91 12 0 OUT (N) 404 IE 411.57 12,,E _1N (�W) f ,� ,0.,. ,., ,.. _.,., , �W) ,. SSMH TYPE 1 48'0 CB#15, TYPE 1 _-_ 404 IE= 411.57 12 0 IN (E) CB#16, TYPE 1 IE= 411.57 12"� OUT (S) STA: 3+70.28, 10.04 RT STA: 4+14.89, 15.54 RT STA: 5+05.85; i 5.22' LT CB 12, TYPE 2, 48 0 RIM= 417.50 w/SOLID LOCKING LID CURB THRU GRATE 10.0 402 " STA: 2+19.67, 14.22' RT IE 410.59 6"0 IN (SW) RIM= 417.06 mM 4.79 SSMH #1, TYPE 1 48 0 IE= 413.39 8"0 IN (S) IE= 414.79 12"� IN (E) RIM= 418.69 IE 410.46 8 0 IN (E) STA: 1+15.00, 5.00 RT = _ IE 41Ow �16 R" nIIT 1 !F= 413 06 "0 OUT _(NI) IE= 414.79 12 � IN (N) IE- 411:94 12 � IN (NE) �� - T�,,..,.. W � .,j I jNW, .` , , �, � � 12 , ,, ., ,, 400 400 RIM= 417.64 w/SOLID LOCKING LID IE= 411,94 12"0 iN (SE) !E= 414.79 12 OUT (W) EXISTING GRADE WO. IE = 408.92 8"0 IN (E) IE= 411 9412"0 OUT (W) NE 2ND PLACE PROFILE CENTERLINE OF R. _ - 398 IF = 408.82 8"as nI„IT (S) 398 PROPOSED GRADE @ SCALE: 1" = 40' HORZ CENTERLINE OF R.O.W VERTICAL DATUM 1" = 4VERT396 _ _ _ _ - 396 Ln -1- o 0 CD LC) 0� N U-) O 00 � rl CD O O� O O r� 0 I- N N � 00 � 0 00 �� N s-) O r`-3 N N r7 O7 O� r*-) LO N-) L to O 00 O U CITY OF RENTON, NAVD 88N co rn o rn N 00 d ►� C � N d co o0 o cN d- - co f� � 00 cn (� I� I` c0 a0 O O N N N N � � co Q � 0600 00 00 00 00 00 I� 1� 1� 00 ��1 0� N N 0 N cN N N r7 N N N N N cVQD N N N N 394 0+80 1 +20 1 +60 2+00 2+40 2+80 3+20 3+60 4+00 4+40 4+80 5+20 5+60 6+00 6+40 6+80 7+20 7+60 8+00 394 BENCHMARK CHECKED FOR COMPLIANCE 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) TO CITY STANDARDS Date, Date Date Roa REVISION BARRIER FREE CURB CUT SEE DETAIL SHEET C-13 INT'X STA: 8+11.29 NE 2ND PLACE _ STA: 26+26.46 JERICHO AVENUE NE SSMH #4. TYPE 1 48"0 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) SANITARY SEWER PIPE TABLE 02 114 LF 8" PVC SDR 35 D3034 @ 0.50% 0 153 LF 8" PVC SDR 35 D3034 @ 0.50% 04 349 LF 8" PVC SDR 35 D3034 @ 1.50% 160 SANITARY SEWER SERVICE TABLE I.OT STUB STATION STATION AT MAIN STATION AT END OF SERVIC E IE AT MAIN IE END OF SERVIC E 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 1 ,rv. 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' R1- 413.17 417.07 12 1+56 STA: 5+23.00, 5.00' RT STA: 5+23.00, 31.00' RT 412.87 415.73 13 0+56 STA: 4+23.00, 5.00' RT STA: 4+23.00, 31.00' RT 411.37 413.84 14 0+13 STA: 3+80.91, 5.00' RT STA: 3+83.86, 31.00' R-1, 410.73 412.55 15 0+00 TA: 3+70.28, 10.04' P\J 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' RT STA: 6+53.60, 31.00' LT 414.84 418.44 22 2+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 412.51 413.23 25 1+36 STA: 3+56.12, 5.00' RT STA: 3+58.47, 31.00' LT 410.37 411.09 29 0+79 STA: 1+93.77, 3.42' RT STA: 1+93.77, 31.00' LT 409.39 411.19 BY I APPR. I DATE 5-365101 waAd lq CIO SCHWEDUL & 32223 Es, PLLc CIYL El A PROJECT MANAGEMENT 'sI01JAL `- 1945 S. 375TH STREET Bus. • (253) 272-4451 D B, Z S. f Z FEDERAL WAY, WA 98003 6schweikl@SAcivil.net CITY OF RENTON DEPARTMENT OF PUBLIC WORKS BECLAN PLACE - MINOR AMENDMENT SANITARY SEWER PLAN AND PROFILE NE 2ND PLACE DESIGNED: BAS DATE: 08/25/12 FILE NAME: 12183-C15 DRAWN: TAS CHECKED: BAS SCALE: 1" = 40' FIELD BOOK: PAGE: APPROVED: SHEET: C-15 OF: 25 DIRECTOR OF PUBLIC WORKS