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Home My WebLink AboutWWP2703651.40 Z m 0 Ln v w o_ V) X W a. Q cn 0 r a L W m X a Z W J E 00 Lo CV ,-- N � U oM w Y z Co U 00 o o o W z N E o J m a o ch LiJ J L� O ry n W � oZ Lj LW Q W Q nI Q W Ld z o- Q QQ ry--.5; Mz w� = O 1y Q Z Q Q 0 G� V o O 0 0 I T� M�-11 \ rn c m c i� W4 0 n J z Z z NZo II �00 z o< 0 � az N J oW U om Ld U) om w W Ir O U ct) Q Q w Q 0 M m z 0 w VERTICAL DATUM: � CITY OF RENTON, NAVD 88 BENCHMARK CITY OF RENTON BENCHMARK #2104. 1" IP W/PLUG & TACK DOWN 0.9' IN CASE LOCATED AT THE INTERSECTION OF SE 136iH ST. AND 144TH AVENUE SE. ELEV.=399.340 FEET (121J19 METERS) 0 z BECLAN PLACE m MINOR AMENDMENT 1/4 1A P RTI N F THE NWF THE NE F E. 15, TWP. 23N., R E.5E.,W.M. 4 CITY OF RENTON, KING COUNTY, WASHINGTON I SSMH #5A, TYPE 1 48"0 � STA: 23+33.25, 15.00 RT BARRIER FREE CURB CUT ; - I ( RIM- 406.57 w/SOLID LOCKING LID SEE DETAIL SHEET C-13 I IE = 396.05 8"0 IN (N) I I I I I IE = 395.95 8"0 OUT (S) I I I 2 WIDE CEMENT CONCRETE I RIVEWAY APPROACsttMH 5 TYPE 1 48"0 I I SSMH 1, " i STA: 7+76.85; 18. � TYPE 1 48 � 25+20.26, 15.00 RT I , I STA_ 1 +15.00, 5.00 RT I RIM= 415.16 w/SOLID LOCKING LID I RIM= 417.64 w/SOLID LOCKING LID CB#10, TYPE 1 IE = 407,74 8"0 IN (N) „ I = 408.92 8"0 IN E _ " ' I ICB 10A, TYPE 2, 48 � ( ) IE - ±395.68 8 0 IN (N) I ' JTA: 24+93.00, 1 `�22 R4b8. 1 6"0 IN E CB 9A TYPE 2 48 0 CB 9, TYPE 481 = 408.82 8"0 OUT S " O STA: 26+55.00, 18.22 RT STA: 27+22,00) 18.22 STA: 27+2 .97, ( ) IE = 407.E 8 0 OUT (S) I I R T 45.52 RT INSIDE DROP, I I / CB#10P, TYPE 1 i RECHANNEL MANHOLE I 0 STA: 24+93.00, 35.00 RT '� I I I INT'X STA: 1+00 NE 2ND PLACE _ �T I I I � STA: 27+42.07 HOQUTAM AVENUE NE ` Gravel ,� TYPE 1-L ` I CB#10B T � i a� -' - -- - 11VE -I�E - j STA: 27+56.80 18.58 R _� i - -- 310 - - - - , 1 3 SPhc� _ 26+00 � j 27+00 27+96.76 - f oC) 0 5 ire Fern 1 � c 1 , 5A - i qIwoNIL� a + s �j 4 FT] II 4 1 I-r1 ii� o° 404 � vNiCn m I� Cn CD BACRIER FREE CURB CUT _ _ - IIm I I I i Q SE DETAIL SHEET C-1300 r IV CD C I 8 � ao PLAN VIEW TRA (A 1 =40I� 1G 1� ► 1�a 'III I�I J � o . II III All I �� - - - 0 - w uj r- `a)' :z uj OCo 160.00' VC ,Q 424 __ EXISTING GROUND PROFILE @ N CD 00 424 M CENTERLINE OF FUTURE R.O.W Q a Lo 422 LOW PT ELEV = 406.60 DXn QTA _ ')A-L7r, za _ _ '- II____ cj o __ 422 1 YI .J-I rl -' LT 1 ! li JJ LOW PT STA = 23+50.66 � "'- - FINISHED PROFILE @ Y Y =) N O PVI ELEV = 415.30 N �r ¢ ¢ 4- �r O PVI STA = 23+70.39 A.D. _ -7.49 CENTERLINE OF FUTURE R.O.W m m 14 i PA F EV - 4nR 8 c� c� F-- �+ d ¢ A.D. = 9.49 ¢ ¢ x > ¢ K=5.27 C.D CD 0'� J 418 C Lrl -_ . 2q _2418 50.00, VC l.o0% ro 416�;� a' M i -- 416 -_ Q + � r) O r7 O / „ ` II N 67LF 12 0 CPEP SD 0.82% 27LF i 2"0 CPEP xa w ; 414 U cam ! I SD @ 0.55% Z II w m m w m 412 u --- - O 412 162LE 12"0 CPEP �D C 0.82% l � /tom G _ _ 38LF 12"� CPEP 410 410 211LFTOSS@0.50% 0 SD @5.05% a5�° Q 408 _ @ - _ _ _ _ I 408 2 0p� ��' CB#10A, TYPE 2, 48 I _" � STA: 26+55.00, 18.22' RT 406 -' �� RIM= 416.69 _ _ ! 406 SSMH 5 TYPE 1 48 I IF= 410.8; 12 0 IN (N) I STA: 15.00 RT - '�5+20.2E�, IE= 410.87 12"O OUT (S) 404 _ I RIM 415.16 _ w/SOLID LOCKING LID _ 404 IE = 407.74 TO IN (N) © , IE = 407.64 TO OUT (S) C13#9, TYPE 2, 48"0 402 __ __ � ,,�`D--_ _ _ _ + STA; 27+29,9745.72' 'R T , 00 , CB#10, TYPE 1 T� I RIM= 418.10 1 F CB#9A, PE L, 48 , I STA: '4+93.00, 19.22' RT 18.22' RT IE= 411.57 12"0 IN (NW) R1 )TA: 2 7 +22.00 400 _ r�LM=14.16 IF= 411.57 12"0 IN- E 400 rB-�5 TYPE_ � I RfM_= 4T7.4O � ( ) IE= 4C9.55 120 IN (N) I z ^z„ ;�: 'E= 411.57 12"0 OUT (SW` STA: 2�+55.64, 19.54 RT It- 411.4� IN I`t� 'L IE= 410.05 6`0 IN (E) GIRATE IF= 411.42 12"0 OUT ( S HRU �,URB FRAv1E & Gr�:ATE 398 _ _ RIM= 4(�6.40 IF= 409.55 12 `� OUT (S) - SSMH 1, TYPE 1 48" 398 53 LF TO IE- 401,40 12"0 IN N) STA: 2 +36.78, 15.00' RT ( 396 SS@ 0.50% IE= 401.40 12,'0 OUT (E _ _ _ _ _ RIM= 417.64 w/SOLID LOCKING LID 396 SSMH 5A TYPE 1 48" IE = 408.92 8"0 IN (E)' { STA: 23+33.25, 15.00' RT IE = 408.82 8" 0 OUT (` ) 394 -_ RIM 406.57 w/SOLID LOCKING LID _ _ CB#1,�B TY�' 1-I 394 IE = 396.05 8"0 IN (N) STA: 27+56:80 18.58' RT 384 ' - - IE = 395.95 8" 0 OUT (S) _ _ RIM 417.49 384 EX. SSMH PE 1 6 "' IE= 413.49 12"0 OUT (S) STA 22+83 27, 3.5 382 ' - I -I--RIM�----�: � 382 IE = ±395.68 8"� IN (N) EXISTING GRADE HOQUIAM AVENUE NE PROFILE It � z 6,)_;�U 6 o up I (�; CENTERLINE OF FUTURE R.O.W SCALE: 1" = 40' HORZ _ _ J80 -T _ 1 4' VERT 380 INSIDE DROP, RECHANNEL MANHOLE PROPOSED GRADE @ CENTERLINE OF FUTURE R.O.W T 0000 6 and O 00 N p �v : p 00 00 u� i O O N r u I r-7 N ocri mot\ o oc� ol� �� o 4 oU; 2 u; C6 �o� t� �� ' �� co �2 o6 `2 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 CHECKED FOR COMPLIANCE TO CITY STANDARDS l Date • Date r Date NO. GRAPHIC SCALE 40 0 20 40 80 ( IN FEET ) 1 inch = 40 ft. SANITARY SEWER PIPE TABLE iQ 217 LF 8°0 PVC SDR35 D3034 @ 0.50% �5 187 LF 8°0 PVC SDR35 D3034 @ 6.20% 5A 53 LF 8"0 PVC SDR35 D3034 @ 0.50% SANITARY SEWER SERVICE TABLE E OT STiUB STATION STATION AT 1�1AIN STA T i01�J AT END OF SERVIC E IF AT A I N IE END OF SERVIC E 1 6 1 +3i' STA: 24+ 7 0.68, i 5.00' RT STA: 24+ 7 0, 68; 40.00' RT 404.64 408.02 17 0+59 STA: 25+79.43, 15.00' HI STA: 25+79.43, 40.00' RT 408.14 411.64 18 1+26 STA: 26+46.88, 15.00' RT STA: 26+46.88, 40.00' RT 408.48 412.98 CALL 48 HOURS BEFORE YOU DIG 1-800-424-5555 REVISION BY APPR. DATE 160 5-365104 t A. SCE CQ �� a SAC. & AssociATEs, PLLc 312 3 CIVIL F w FFRMIG A PROJECT NANAOEMENT ti sTONAL 1945 S. 375TH STREET Bus. • (253) 226-4508 FEDERAL WAY, WA 98003 bschweikl@SAciidi.net O8-Z5-/Z- CI TY OF RENTON DEPARTMENT OF PUBLIC WORKS BECLAN PLACE - MINOR AMENDMENT SANITARY SEWER PLAN AND PROFILE HOQUTAM AVENUE NE DESIGNED: BAS DATE: 08/25/12 FILE NAME: 12183-C18 DRAWN: TAS CHECKED: BAS SCALE: 1" = 40' FIELD BOOK: PAGE: APPROVED: SHEET: C-18 OF: 25 DIRECTOR OF PUBLIC WORKS �,.