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Home My WebLink AboutzS-3446SetLO 00 o U I o w a o Q U NE Y40F L. 1 `° CITY OF RENTON, KING I � 1 IE N LL 4.91 8" UT (V✓O2� STA: 27 +42.07 HOQUTAM AVENUE RT STA: f� 7,800 n - 0.599 99- - - SSMH 1, TYPE 1 48 ry STA: 1 +15.00, 5.00' RT 20 3 n I IE = 408.92 8 "O IN (E) y STA: IE = 408.82 8 "O OUT (S) z W Q U o U Z - - QJ n ' Z In Z STA: 3` +946.00, 13.22 RT '' 15 YPE 1: - �� STA: 3 +14,89, .15.22' pr- 1 HIGH HIGH 0 LLJ CB 18 TYPE fiv -� m W L�J N 1" = 40' .38 z RIM= 417.10 w /SOLID LING LiD 15.22 RT cn w 31.00' RT f z I 0 +44 IE = 410.6 8.0 OUT (NW) A, a ! Q I -' \\ I I I W ! o 82�4 2 SF ' 7 84^7 ! 19.5 FF� 419.5 a. a 7 � I Q I \ _ .��\� ! RT () 4 +33.60, J 1 0 81 O C) 0 0 E+ 10-01 CL 0 L) 0 v o ' m S v W >Re = J W � O z CB#10B, TYPE 1 NE Y40F STA: 1+18.93, 15.22 LT I `° CITY OF RENTON, KING m � 1 IE N INT'X STA: 1 +00 NE 2ND PLACE 4.91 8" UT (V✓O2� STA: 27 +42.07 HOQUTAM AVENUE RT STA: f� 7,800 n - 0.599 99- - - SSMH 1, TYPE 1 48 FF= 423 STA: 1 +15.00, 5.00' RT 20 3 � I IE = 408.92 8 "O IN (E) y STA: IE = 408.82 8 "O OUT (S) 31.00' S.' BARRIER FREE CURB CUT rw� SEE DETAIL SHEET C -13 - - - -- - - - -- - - -- - - -- - - - - - -- -_ GH 1 . A TYPE 48 "� -ASS CB 10A, TYPE 1 410.01 d STA: 3` +946.00, 13.22 RT '' 15 YPE 1: - �� STA: 3 +14,89, .15.22' 1 HIGH HIGH CB 12 TYPE 2 8 4 d CB 18 TYPE fiv PLAN VIEW 1 STS 3 +51.22, 80.70 RT ! STA: 3 +70.28, 10.04 RT ; i STA:' 5 +47.00, 1" = 40' .38 g's RIM= 417.10 w /SOLID LING LiD 15.22 RT E R.O.W w 31.00' RT f z I 0 +44 IE = 410.6 8.0 OUT (NW) A, 5.00' ! ' \ 15 �'�� I -' \\ I I I \ I \I\ ! o 82�4 2 SF ' 7 84^7 ! 19.5 FF� 419.5 SF _ 7,800' SF' -� = FF 19.5 \� 7 � I STA: I \ _ .��\� ! RT FF= 421 l 4 +33.60, 31.00' RT _ 1 PVI STA (PVI ELEV = I 2 +20 , _ = 419.201 ( x STA: ! ! RT PVI STA= IPVI ELEV 4 +40 1= 417.001 x LT 412.23 414.75 ! _ STA: m 5.00' ! °o o + o o ! N - i ( I j o 1 o rn -- - - - -- rn I A.D. = 1 K= -2.00 ! ( o 0.00 o rn .. ,. !- 412.56 � O z CB#10B, TYPE 1 NE Y40F STA: 1+18.93, 15.22 LT I `° CITY OF RENTON, KING m � 1 IE N INT'X STA: 1 +00 NE 2ND PLACE 4.91 8" UT (V✓O2� STA: 27 +42.07 HOQUTAM AVENUE RT STA: f� 7,800 n - 0.599 99- - - SSMH 1, TYPE 1 48 FF= 423 STA: 1 +15.00, 5.00' RT 20 RIM= 417.64 w /SOLID LOCKING LID i I IE = 408.92 8 "O IN (E) SS W 41g \ STA: IE = 408.82 8 "O OUT (S) 31.00' S.' BARRIER FREE CURB CUT rw� SEE DETAIL SHEET C -13 - - - -- - - - -- - - -- - - -- - - - - - -- -_ GH 1 . A TYPE 48 "� -ASS CB 10A, TYPE 1 410.01 STA: 26 +80.00, 15.22 RT , ui STA: 3` +946.00, 13.22 RT '' uj 6' M l r. R E ACL L A N P L A E� A PORTION OF THE NW 1/40F THE NE Y40F SEC. 'dive, TWPm 23Nm, RGE. CITY OF RENTON, KING COUNTY, WASHINGTON RD/ a � 8,046 CB 13, TYPE 1 � %` NET 7,8011, SF tSTA: 2 +32.728.91 L FF= 422 5 I ` ss\ SSM #6, TYPE 148 "0\ STA: \ 2 +31.51, 58.50' LT IM= !419.73 w /SOLID LOCKI ID \ IE = 413.16 TO IN (N) Ill = 413.06 TO OUT (SW) \ 8 3b SF -� � 420 F = 421 � ) �i M 2, TYPE 1 48" T, I STA: 2 +19.67, 0.9' ' T� - - -- - - RIM 419.03 w/ OCKINCz LID i 409.59 P (SE, NE) �ip 409 8'd OUT - - INSTALL CAP -- _ - -_! = 4'44 --90,_ 12" 0 0 PU LlG SIOR_M_p AINAGE EASEMENT 426 \ N 88'23'14" W 342.00' 5' W od Fenc ; 424 Wood 1 II (SS - - - - L =39.33 ? � � _�'�� 7,253 SF 7 500 SF I 1 i' 496 SF A-4859'22" I �� FF= 420 o I i 7,498 SF 7 I� Tan =20:96 I CB #14, TE 1 FF= 42 .5 I 1 FF= 422 \. ' 1 \ \___S-TA- 4 +14.8V 15.22 LT 1 I I 1 F 1 .' RT -'. ti i 3 \\ ` =4600 I CB 16, Y,QE 1 ` I ! CB 17, TYPE 1 s I S� 2 +66.56, 5 2 \ \ , TA: 4 9:,94, I I STA: 5 +47'' 0, i \ \± Tan =20 6" I 1 2 T i' I I 15.22 LT I I \ 6� I Ru ,y - - - -SS SS SS - 9,045`S�F' ;� I 7,2_3-5 SF \\ q %� 419 \ 7 � FF= 419.7 \ -�- •, < , - A, TYPE 14-0 10' 'PRt\ STA: IM= ,63.60, 15. 0 RT 42 w S LID LOCKING LID IE ``6--5 415.06" ---(NE/, SE) I IE = 4.91 8" UT (V✓O2� 3.42' RT STA: f� 7,800 SF I 7,800 SF FF= 423 4 20 (u i I 60.00' SS W 41g \ STA: 2+ 77.25, 31.00' S.' 409.96 4„ 5 - - - -- - - - -- - - -- - - -- - - - - - - - -- -_ GH 1 . A TYPE 48 "� -ASS _ �scsl R�Ra 410.01 415.41 STA: 3` +946.00, 13.22 RT '' 15 YPE 1: - �� STA: 3 +14,89, .15.22' 1 HIGH HIGH CB 12 TYPE 2 8 4 SSMH 3, TYPE 18" -J I CB 18 TYPE fiv PLAN VIEW 1 STS 3 +51.22, 80.70 RT ! STA: 3 +70.28, 10.04 RT ; i STA:' 5 +47.00, 1" = 40' .38 g's RIM= 417.10 w /SOLID LING LiD 15.22 RT E R.O.W 3 +67.33, 31.00' RT f z I 0 +44 IE = 410.6 8.0 OUT (NW) A, 5.00' ! ' \ 15 �'�� I -' \\ I I I \ I \I\ ! = +1.89 82�4 2 SF ' 7 84^7 ! 19.5 FF� 419.5 SF _ 7,800' SF' -� = FF 19.5 \� 7 � I STA: I \ _ .��\� ! RT FF= 421 l 7,494 FF= 4,2' I `2 f Concrete w M I obi �1 Ini i Sr I 5 I I , UTILITIES EASE E-N.Z j � \ I 8,\MISF \� -F\ 427.`5 ",\ I INSTALL CAP IE = 426.29, 12" 0 I I I ABANDON EX. SEPTIC DRAINFIELD PER HEALTH ❑ TRg DEPARTMENT STANDARDS LOT #21 & DEMOLISH I (' HOUSE ON PARCEL 1523059064, JERICHO AVE. NE En Uni II EXTEND EX. DRIVEWAY j C TO R.O.W. PROVIDED 15 WIDE TYPE 1 I I I CEMENT CONCRETE DRIVEWAY ENTERANCE I I s "SS CL STA: 6 +91.77 1 j 1 REMOVE EX. DRIVEWAY LANDSCAPE DISTURBED AREA Io W N W I I Z I CB 21, TYPE 1 11N, I i ,,, STA: 26 +68.33, 17.22 LT -- STUB STATION STATION AT MAIN SS A, TYPE 14-0 10' 'PRt\ STA: IM= ,63.60, 15. 0 RT 42 w S LID LOCKING LID IE ``6--5 415.06" ---(NE/, SE) I IE = 4.91 8" UT (V✓O2� 3.42' RT STA: 2 +06.89, 7,800 SF I 7,800 SF FF= 423 FF= 425 I `2 f Concrete w M I obi �1 Ini i Sr I 5 I I , UTILITIES EASE E-N.Z j � \ I 8,\MISF \� -F\ 427.`5 ",\ I INSTALL CAP IE = 426.29, 12" 0 I I I ABANDON EX. SEPTIC DRAINFIELD PER HEALTH ❑ TRg DEPARTMENT STANDARDS LOT #21 & DEMOLISH I (' HOUSE ON PARCEL 1523059064, JERICHO AVE. NE En Uni II EXTEND EX. DRIVEWAY j C TO R.O.W. PROVIDED 15 WIDE TYPE 1 I I I CEMENT CONCRETE DRIVEWAY ENTERANCE I I s "SS CL STA: 6 +91.77 1 j 1 REMOVE EX. DRIVEWAY LANDSCAPE DISTURBED AREA Io W N W I I Z I CB 21, TYPE 1 11N, I i ,,, STA: 26 +68.33, 17.22 LT -- STUB STATION STATION AT MAIN T STATION AT END OF SERVIC E IE AT MAIN IF END OF SERVIC E 29 1 +06 - 2 +12.57, 3.42' RT STA: 2 +06.89, 31.00' LT 409.54 20 uj 1 1 z �r i I 60.00' RT STA: 2+ 77.25, 31.00' RT 409.96 100.00' VC - - - -- - - - -- - - -- - - -- - - - - - -- - -- - - -- - - - -- - - - -- - - - -- - - -- - 410.01 415.41 - -- o N ¢ 1 HIGH HIGH POINT EI POINT EV = 419.05 j $TA = 2420 3 +07.70, ! 1 j ! LOY� I LOW POINT Elf)/ POINT STA = 41 4 .38 ( 1 EXISTING CENTERLINE PROFI OF E R.O.W 3 +67.33, 31.00' RT f z I 0 +44 STA: 4 +10.60, 5.00' ! STA: ! I ! = +1.89 413.98 14 I STA: I 5.00' RT STA: 4 +33.60, 31.00' RT _ 1 PVI STA (PVI ELEV = I 2 +20 , _ = 419.201 ( 1 +13 STA: ! ! RT PVI STA= IPVI ELEV 4 +40 1= 417.001 31.00' LT 412.23 414.75 ! _ STA: w 5.00' ! °o o + o o ! N - i ( I j o 1 o rn -- - - - -- rn I A.D. = 1 K= -2.00 ! ( o 0.00 o rn .. ,. !- 412.56 416.16 13 ! o o r 1 -ft 1 - -- - -! I A.D. 1 ! K= - - -- 402 4.89 -- -�- ! ! 0 .n- 1 - I - j - -- { - -- 31.00' INISHED'PROFILE' @ 1 ENTERLIAA''E OF RIO.W 1• 1 - - 413.04'' 415.64 z N l o i - cn N II x _i-� 5 +53.60, I I CB 12�A TYPE ! 2 48" 01 RT i 6i L;j I 417.24 ! 2 +33 ! ( 5 +99.60, I! i RT o! 2 3• 1 / �I 5 +99.60, + n a `� 11 Z� f 418.35 22 2 +55 STA: > > 5.00' > > STA: __-- ._ -_��_ ,3 +46.00 ( 13.22'RjT _ > > ! m m 414.37 420.49 11 > > 1 - -( -C- -_ 5.00' _ �_ -_ -_� -_� 6 +53.60, ( �? w RT 414.84 418.74 - - - ! RIM= IE= 4' - -- - -- -- IL_._4�L2 1417.62 2.54 12'0 IN (N S RT STA: 6 +79.85, 31.00' RT �^ _i _ _ - - - -- - - ! - I -.- I I ! I - - -- - -- - -- I - ( Y �¢ - ; N o w CG _ N -- . - - - - -- - -... - -- 1 L 415.04 1 422.24 j IE= 412.54 OUT !- j CO m + C co u 04 (1.00% ! / 0 F-1 au CD I_ 5 �s % i 12 "0 o ! p EP S 1 .F 12''4 73 PEP r� i � F 12 j I I 1 IE = 413.4 12 SD f I I I 7 SS � r 8 I ! I I I _ I I 29 CB 17,1 3 TYPE 1 SSMH , TP 1 48 "0 STA: +63.60, 5.00 RT I -- ! 1 STA: +47.00 15.22 i SS_ @ 10.55% L Ko f SS @ 050% CB 14, TYPE 1 ! j LT! -� -- f - - - - -� RIM= 1119.91 _ - i RIM= 23.65 /SOLID - Ir LOCKING ILID ! j STA: 4 +14.89, 15.22' ! !. I CURB T RU GRAtfE I I I IE= 416.25 IE= 41,5.75 6"v 12 ",0 IN (N) IE = 14.91 8"O OUT 1 OUT W O 1 1 1 ! 417.06 RIM= '- I- I ! -- _ ± - ! -- - -- - - - C GYP€ ! = -L -T �- - ! j IE- 412 -- - 90 12 "� -- - -- 1 - - -4- - -- IN (E) ! -- - - - -- -I - - -- -- -- --{- -- - - - -- j ! STA: I RIM= - 1+15.00, 417.64 5.00' RT w/S LID LOCKING LIDI 1 - - I STA_1 2 +66.56, RIM? 418.41 - - -I !(41400 15.22 "rb -iN RT -I - - j -- - _ IE= 412.90 I-- 41� 12"0 10-1 -4� IN S ! O i , 1 OUT - - -I- -- -� ! ! CB #18, TYPE 1 I - -- -- - ! - - -- - - -- - - - I ( _ = 408 !d NNE " 82 8 UT (S) ! IE= 12 IE- 414.00 12"0 (NE�- OUT (S) 1 ! ifYPE I STA: RIM= +47.00 19.91 15.22 +T ( � ! - - -�- _ -' - - -- 1 � I-�- - -- - - - - -j -j- - - -- -5S 1- 48 I -- - 95 1 -- - CB 15, STA: 4 44 1 14.89 15.22' 1 CB 16, TYPE 1 RT! STA: 4 +91.94, 15.2 LT - -j IE= 41b.91 12" -- - I OUT (NI' - - - -� -- - �- - _ -- -- 1 ! SSM 2, TYPE 1 48 STA 2 +19.6 , 0.95' _ .03 w/S � _ -; __- -- ____ -� I- - -- STA:( RIM 1 IE 7 3 +70.8 417.50 410.59 10.04 w SOLI " 6 0 IN 'RT _LOCKING LID ISW) -RIM= I (CURB TMRU 417.06 IE= 41356 GRATE 6 RIM= 418.2 -� -- IE 414.2512 IN fN (S) IE? 414.25;12 IN 1 (N) 1 1 I -F-'- RT -( IE -1 409.5918-0 IN SE, NE) ! IE 410.4618 "g O IN E ) ! IE= 41306 12 "� OUT (Nj 1 ! IE 414.25.12" 0 0 T W O 1 -- -- -- -; ! IE = 409.4918 "O OU _ W - - -I - - - --- -- ' -IE= -I -x-41- 1 " I -r - - - -I 1 - - ' -- - - I 1 { - E - -- - - - -- i - -- XI 1TING GRADE @ � -- - -- - - - -- I � - ! j j- ! ! ; I f SCALE: I 1 1 "= = 40 HORZ 4'VIRT ! 1 1 I i I I CENI RUNE OF R.O.1 PRO OSED GRADE @ -- CECCEC N�TERLINE F R.O.W� ! - -- - I r ! 1 !-- - -!- Lq �; c.flj c0 -- -' 1 O O 04 � �.C)I I� - ? ,- - -- O f O ,�-�, p�' CO I I`� f� 00 N C3� 00 I I -- I - - - -- -I -- Lf� O 00 c9 r,� O O 1 O ro 0O nj f`� a0 �) r- -- �- 6'� cpl� - -- I O O� N I� - - -' r`� - I - I - - -- O 1� N 00 00 I -- -- N p�' d' ^ o� I -- OO O M ^ o� - -- - O ,- If.C9 ri 1 - I - 100 c9 M i� i I� ! I� N d' r; O: O O O - -- M . -- f N U7 (tfl O ! - - - -- O N r7 N I N( rn f 6� r7 6� 00 I f C'7 N N N, N tf7 t..C) j - LO r7 d- co -- -- cfl I �c')' O Ca co I� o0 O n OO I -- 1 �C7 , - rh ' d- d- �' `- d- C" `- d- `- d- ! d- d- d- d- d- - d- `- �F �" N, N N d- d- d- N N N N d° N; N' N! NIA N' N N d- d- ! N d- d- N d- { <}- N NI NIN N d- d- NI Nj .1d N. -- - -- L - -- -� d- --� -- - - - -1�- - -, - -- I - 1 -- - - -- - - - - -� I I J.7`t BENCHMARK o +80 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) 1 +20 1 +60 2 +00 2 +40 2 +80 3 +20 3 +60 4 +00 4 +40 4 +80 5 +20 5 +60 f> 20 7 +60 8 +00 m REVISION ' S - , 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 -I 4' 4 >rcvel GRAPHIC SCALE ( IN FEET ) 1 inch = 40 ft. SANITARY SEWER PIPE TABLE 428 Q 114 LF 8" PVC SDR 35 D3034 0 0.50% T 3 153 LF 8 PVC SDR 35 D3034 0 0.50% O 426 4 297 LF 8" PVC SDR 35 D3034 @ 1.50% O 424 SANITARY SEWER SERVICE TABLE 422 420 418 416 414 412 410 408 LOT STUB STATION STATION AT MAIN STATION AT END OF SERVIC E IE AT MAIN IF END OF SERVIC E 29 1 +06 STA: 2 +12.57, 3.42' RT STA: 2 +06.89, 31.00' LT 409.54 416.42 20 0 +56 STA: 2 +77.25, 5.00' RT STA: 2+ 77.25, 31.00' RT 409.96 413.86 27 0 +67 STA: 2 +87.70, 5.00' RT STA: 2 +87.70, 31.00' LT 410.01 415.41 26 0 +88 STA: 3 +07.70, 5.00' RT STA: 3 +07.70, 31.00' LT 410.11 414.43 16 0 +00 STA: 3 +70.28, 10.04' RT STA: 3 +67.33, 31.00' RT 410.63 413.77 15 0 +44 STA: 4 +10.60, 5.00' RT STA: 4 +10.60, 31.00' RT 411.12 413.98 14 0 +67 STA: 4 +33.60, 5.00' RT STA: 4 +33.60, 31.00' RT 411.54 414.01 25 1 +13 STA: 4 +79.60, 5.00' RT STA: 4 +79.60, 31.00' LT 412.23 414.75 24 1 +35 STA: 5 +01.94, 5.00' RT STA: 5+ 01.94; 31.00' LT 412.56 416.16 13 1 +67 STA: 5 +33.60, 5.00' RT STA: 5 +33.60, 31.00' RT 413.04'' 415.64 12 1 +87 STA: 5 +53.60, 5.00' RT STA: 5 +53.60, 31.00' RT 413.34 417.24 23 2 +33 STA: 5 +99.60, 5.00' RT STA: 5 +99.60, 31.00' LT 414.03 418.35 22 2 +55 STA: 6-1-21.94, 5.00' RT STA: 6 +21.94, 31.00' L T 414.37 420.49 11 2 +87 STA: 6 +53.60, 5.00' RT STA: 6 +53.60, 31.00' RT 414.84 418.74 4 0 +00 STA: 6 +63.60, 5.00' RT STA: 6 +79.85, 31.00' RT 415.04 422.84 21 0 +00 1 STA: 6 +63.60, 5.00' RT STA: 6 +91.24, 31.00' L 415.04 1 422.24 406 404 402 ® & A Ammiw, m.Lc 1 400 , 3I 2 z CRS. E PROJECT wu► ff srONAL 1 • b 705 SOUTH 9TH STREET &V (253) 272-4451 398 - -- SUITE #303 Far (253) 272 -4495 E7 .Ms 09/20/08 TACOMA, WA 98405 bs0rywe�Clpnsn.can 396 Cl TY OF REN TON I DEPARTMENT OF PUBLIC WORKS 394 BECLAN PLACE SANITARY SEWER PLAN AND PROFILE NE 2ND PLACE DESIGNED: BAS DATE: 04/14/08 FILE NAME: 05057 -015 DRAWN: TAS SCALE: 1" = 40' FIELD BOOK; PAGE: CHECKED: BAS APPROVED: SHEET: C -15 OF: 23 :! BY APPR. DATE DIRECTOR OF PUBLIC WORKS (n rl) rr LLJ T- 00 0 I P-4 o IE 36" 11' S=407,7 F T r) 1-1 *_1 I C) CL -< PROPOSED STORM CONVEYANCE SYSTEM. SERVIC E ry qow CC > n o z IE 12 -NC '-P-= 4-1 1+58 IE 12" CONC S=41L7:4 C:) 8 IF= 420.6 12" CONC (N) �C (N) '12" C) Lr) o Lv z C5 Z m Lij C) Q LLJ (n rl) rr LLJ T- CITY OF RENTON, 0 I P-4 SERVICE AT ALL TIMES. FORCEMAIN NOT IE 36" 11' S=407,7 F T r) 1-1 LOCATION PRIOR TO CONSTRUCTION TO I C) CL -< PROPOSED STORM CONVEYANCE SYSTEM. SERVIC E ry qow CC > n 0- IE 12 -NC '-P-= 4-1 1+58 IE 12" CONC S=41L7:4 LLJ 7 IF= 420.6 12" CONC (N) �C (N) '12" C) 12" S o Lv z ::j -L6iSD Z m Lij C) Q LLJ 03 � zz Lo C14 STA.- 23+28.39, 5.00' LT n cd ED o PVI E RIM= 420.19 w/SOLID LOCKING LID STA: 25+65.39, 5.00' LT z CD IE = 412.10 TO IN (N) RIM= 426.25 w/SOLID LOCKING LID (:D C) = IE = 418.00 8-0 OUT (W) LEI IVI C-) m LLJ - -< uj C4 ml n Lq cc co C" to LIJ c6 C4 1 A.D� i K = -2.99 59.8 A ci C14 + ro r- --t ry + Lu F W cn uj 0- o< - C'6 co C-4 C> 00 + C,I �o -d co CN 1-4 + 1 (n rl) rr r) T- CITY OF RENTON, 0 COUNTY, P-4 SERVICE AT ALL TIMES. FORCEMAIN NOT IE 36" 11' S=407,7 E--4 110--oll w L) r) 1-1 LOCATION PRIOR TO CONSTRUCTION TO I :2 CL -< PROPOSED STORM CONVEYANCE SYSTEM. SERVIC E i qow CC > CO RIM EL,=4'18.9 0- < C) 0 w LL, z 0 ry VERTIC"AL DATUM CITY OF RENTON, NAVD 88 C5 BECLAN PLACE A PORTION OF SEE SHEET C-17 STATION AT MAIN T- CITY OF RENTON, KING COUNTY, WASHINGTON SERVICE AT ALL TIMES. FORCEMAIN NOT IE 36" 11' S=407,7 FIELD LOCATED. CONTRACTOR TO VERIFY 1 LOCATION PRIOR TO CONSTRUCTION TO I ENSURE IT IS NOT IN CONFLICT WITH CL -< PROPOSED STORM CONVEYANCE SYSTEM. SERVIC E i f n > CO RIM EL,=4'18.9 I zJ 7 F IE 12 -NC '-P-= 4-1 1+58 IE 12" CONC S=41L7:4 < 7 IF= 420.6 12" CONC (N) �C (N) '12" .1 _/ IE 18" CONC N=416.7 12" S BARRIER FREE-CURB CUT Lv SEE DETAIL SHEET C-13 22+, ::j -L6iSD SMH 7, TYPE 1 48"0 [L'= 420.6 C CONC (s) IE 12" CMP F=416. Q IE 12" CONC S=416.8 Lo C14 STA.- 23+28.39, 5.00' LT SSMH A TYPE 1 48-0 M.0 cd u o PVI E RIM= 420.19 w/SOLID LOCKING LID STA: 25+65.39, 5.00' LT CD IE = 412.10 TO IN (N) RIM= 426.25 w/SOLID LOCKING LID I IE = 412.00 8-0 OUT (W) IE = 418.00 8-0 OUT (W) --'--PVf-EEEV- IVI �TA 24+10 x -< uj C4 ml n Lq cc co C" to N .;t- c6 C4 1 A.D� i K = -2.99 59.8 A ci C14 + ro r- --t :z Cl + z 0 ry VERTIC"AL DATUM CITY OF RENTON, NAVD 88 C5 BECLAN PLACE A PORTION OF SEE SHEET C-17 STATION AT MAIN T- CITY OF RENTON, KING COUNTY, WASHINGTON NZAIMAZMZ� 014LTOTOWILTA "MAns ik ---1 �-SD hil/c KIM LL.=4ZU,Z,- SEE SHEET C-17 STATION AT MAIN T- EX. FORCEMAIN FROM MAPLEWOOD ELEM. 0 SCHOOL IS ACTIVE AND TO REMAIN IN j SERVICE AT ALL TIMES. FORCEMAIN NOT IE 36" 11' S=407,7 FIELD LOCATED. CONTRACTOR TO VERIFY 1 LOCATION PRIOR TO CONSTRUCTION TO I ENSURE IT IS NOT IN CONFLICT WITH CL -< PROPOSED STORM CONVEYANCE SYSTEM. SERVIC E i f IE 19" CM E=417,4 -- IE 18 " CONC S=4117.2 > CO RIM EL,=4'18.9 I zJ 7 F IE 12 -NC '-P-= 4-1 1+58 IE 12" CONC S=41L7:4 STA: 24+86.24, 4-0.00' LT 7 IF= 420.6 12" CONC (N) �C (N) '12" .1 _/ IE 18" CONC N=416.7 12" S BARRIER FREE-CURB CUT G SEE DETAIL SHEET C-13 22+, ::j -L6iSD SMH 7, TYPE 1 48"0 [L'= 420.6 C CONC (s) 014LTOTOWILTA "MAns ik ---1 �-SD hil/c KIM LL.=4ZU,Z,- V STATION AT MAIN T- 77- m EL, =419.7 0 STATION IE 36" IP E=407.8 IE 36" 11' S=407,7 1 I I Ic4 IE 12" CONC N=41I74 7.4 CL -< - ----- SERVIC E i f IE 19" CM E=417,4 -- IE 18 " CONC S=4117.2 RIM= 423.1 CB RIM EL�=419.. A IE=41 / 1+58 STA: 24+86.24, 5.00' LT STA: 24+86.24, 4-0.00' LT VC PVI STA IF= 420.6 12" CONC (N) �C (N) '12" .1 _/ IE 18" CONC N=416.7 .0 ( SMH 7, TYPE 1 48"0 [L'= 420.6 C CONC (s) IE 12" CMP F=416. Q IE 12" CONC S=416.8 Lo C14 STA.- 23+28.39, 5.00' LT SSMH A TYPE 1 48-0 M.0 cd u o PVI E RIM= 420.19 w/SOLID LOCKING LID STA: 25+65.39, 5.00' LT CD IE = 412.10 TO IN (N) RIM= 426.25 w/SOLID LOCKING LID I IE = 412.00 8-0 OUT (W) IE = 418.00 8-0 OUT (W) 436 434 432 430 428 426 424 422 420 418 416 414 412 410 408 406 (D EX. HOUSE FF=433.3 21 H RIM EL.=4301 AN:-Et7=-422 i A- MPORARY 5' WIDE PHALT RAMP C-oes INSTALL CAP round IE = 426.29, 12" 0 0 < T- - - -FM -I q7 Ci ❑ CB 2 EX. TO SS ,\-- -CB RIM E-1--426.5 CB 21, TYPE I IE 12" CONC N=/+ C8 RIM EL.=428.6 1 2 2, 1\ STA: 26+68.33, 17.22 LT IE 11 2" CONC S =422.0 IE 12" CONC S = 425.`s INT'X STA: 8+11.29 NE 2ND PLACE PLAN VIEW 1" = 40' SSMH RIM EL.=432.1 C/L CHAN. EL.=420.8 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 28+80 NO. 436 434 432 430 428 426 424 422 420 418 416 414 412 410 408 406 I GRAPHIC SCALE v 0 zu av ao 16 00 00 IN FEET I inch = 40 ft. SANITARY SEWER PIPE TABLE Z 237 LF 8"0 PVC SDR35 D3034 @ 2.49% LOT STUB STATION AT MAIN T- T IE END STATION SERVIC E MAIN C) - F- C) T CL -< - ----- SERVIC E 2 0+98 STA: 24+26.22, 5-00' LT STA: 24+26.22, 40.00' LT 1 22 m27 U -C> c� 1+58 STA: 24+86.24, 5.00' LT STA: 24+86.24, 4-0.00' LT VC PVI STA 125.0� = +7.79 L Lo C14 Lo C14 cd u o PVI E E-V = 449.82 CD --'--PVf-EEEV- IVI �TA 24+10 u-j -< uj C4 ml n Lq cc co C" to N .;t- c6 C4 1 A.D� i K = -2.99 59.8 A ci C14 + ro r- --t :z Cl + Lu F cn uj + Lp CN 11 - C'6 co C-4 C> 00 + C,I �o -d co CN 1-4 + 1 . Lii = AID. K 0.77 129.10 W W W cl:: >- L'- i +06 to CN i -�e CN Lii to C4 (n c m S uj CD cn C) U c;l �2 C> ci rc--, LIJ uj I m m J= c� ;z --j Iii La >< 4�- f ' U-1 I m m I (n U-1 = --j u- uj -d- V-01 100. 00, I C) c ci U5 ("D + 6 C14 C> C-D CD ck: Of U 05� Lo cc + v 04 C114 cn C-> EXIST1114U PRO LEO 9 V) C14 uj 1 t-a w- -n-t-, -- - -- --------- 04 CD LLJ m CENTE E OF R.0 W RUNE L> LLJ >< _�4 I m FINISHEE PROFILE r 0 - --- ------ ----- �-o SAD - -------- i �9 F- u- Lu LEFT FLOWLINE Ao 0 CP Ep CAPPED FOR FUTU E E�TENSIONI IE= 42P.29' ' I 7 I I i ! , ,�- I i ! � 12 � ( � 1 I i i ---------- I 1 /�, Ws 192 I WS, CE1#21, TYPE 'I S10 ST RIM= IE=l : 26+6("'),33, 428.72 424.71 17.?2' J2�0 LT ------ --- --- L GAS - - ---- -------- -1 - -------- IE=; 424.71 120 OUT (S) S�H SIA: #8, 25+651.39, E 1 5.0)' 3-0 LT I EXST. O�,B, TYPE 1 ................ RIM= 426.25 w/SOL D LOCKI G LID S TA: 212+92. 9 :7 .15' T ....... ...................... I- IE 418JOC-eo m� - - --------------- RIM= �l -1=� 41 -7.6 8.9 12 0 0 IN (N IN (N CB 20, TYPEI T IE= 41 ,4 12'0 SSMH #/' OUT (S) TYPE 11 48■0 lC13#19, TYPE 1 STA: 2406.03, 117.22' L' RIM= 473.50 JERIC, H 0 lE AVENQ 14E PRQFIL.E EXISTING CE14IRLINE GRADE 0 OF R.O.W STA. Z' +28.39, 5.00' u* ;STA: 21+42.22, 22.07' LIT IE= 419.159 120 OUT (S- i I --SCA 1 --0'-HakZ-- 4 t -7- 1 RIM= 420.19 412 IE 41 W/SOLID 10 ?.00 8"0 LOCKING OUT YD iRIM= AIE- !IE= 4119.70 415170 415170 12:0-JN--(X)--' 12"0 OUT (W I t 4' VE T PROPOSEC LEFT FLOWLINE GRADEV Ln c"I CD 6 F'-� CD 00 4m 6 F, C> r") ro al! --: C'4 00 --�l 1 8 " c"l 'cNi (�ol U�' I Q4 0� 'i CN co oq Lo n to N-) (a) (.0 to -1- CD m C:� m c0l c"I -1- o6 '7' 00 o6 m 1,, CD ai m m ZD Ln oi 't cli I CN -1- C14 CN c"l " -4- .d- zd�l C C'i -11 C14 1-4 -4 c", 41C , �l ,, cl� C'4 -1- C4 C"i C14 c"', C-S C"i cq CN CN C14 Id d 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 28+80 NO. 436 434 432 430 428 426 424 422 420 418 416 414 412 410 408 406 I GRAPHIC SCALE v 0 zu av ao 16 00 00 IN FEET I inch = 40 ft. SANITARY SEWER PIPE TABLE Z 237 LF 8"0 PVC SDR35 D3034 @ 2.49% LOT STUB STATION AT MAIN STATION AT END OF IE AT IE END STATION SERVIC E MAIN OF SERVIC E 2 0+98 STA: 24+26.22, 5-00' LT STA: 24+26.22, 40.00' LT 413.68 420.68 3 1+58 STA: 24+86.24, 5.00' LT STA: 24+86.24, 4-0.00' LT 414.60 421.60 REVISION cZ BY I APPR. I DATE 0 SCHWERL & A$, AswcKm PLW 32223 CM PROJECT MANAGEEW FINAL 705 SOUTH 9TH STREET Bus (253) 272-051 69 SUITE #303 TACOMA. WA 91%05 Fax (253) 272-4495 rEWn= 09/20/08 1 bschwe�Fl9Msr can Cl TY OF REN TON DEPARTMENT OF PUBLIC WORKS BECLAN PLACE SANITARY SEWER PLAN AND PROFILE JERICHO AVENUE NE DESIGNED: BAS DATE: 04/14/08 FILE NAME. 05057-C16 DRAWN: TAS CHECKED: BAS SCALE: 1" = 40' FIELD BOOK: PAGE: APPROVED: SHEET: C-16 OF: 23 DIRECTOR OF PUBLIC WORKS a 0 ------ OF P__ 00 0 C14 12" SD IE= 1._ OHP 41 .2 14,848 SF 10 9 1:1 8 z 6 C) 11.3 C- A I-E 1 0 C:) L0 0 i 7,800 SF w 0- a 0 C5 (a a 0 ------ OF P__ TRACT A 12" SD IE= 1._ OHP 41 .2 14,848 SF 10 9 1:1 8 7 6 Q 11.3 C- A I-E 1 7 858 FF= 415 7,800 SF FF= 416 i 7,800 SF 7,800 SF ry 5 7,800 SF CB#3 "0 FF= 417 n FF= 4 9 FF= 420 STA: 8+0940, 1 ONCRETIJ CURB C TW=42 0.5 50.88 LT /-CEMENT GUTTER & SID EWAILK, z LLJ > PRIVATE UTTHIES LLry J SEE DETAIL SHTS C-11 m 0 0 �10' SS RD C-13 zc n ME.) n - - - - - - IN- uj, z a: V) ry x uj w m 0 L.Lj CN CB#5, TYPE 1 LLJ 3: STA: 6+84.05, 40.33 LT m I , I V) L. SSMH #5A, TYPE 1 48"0 0 STA: 23+33.25, 15.00' R RIM= 406.57 w/SOLID LOCKIN D 5 Lj ry IE 396.05 8*0 IN (N Y W < F_ IE 395.95 8*0 OUT S w 0 a. o< _j V) o 0 C) 0 E-4 E-4 A cc: 0 w :2 < Z z 0 z WAI 0 w all EX SSMH, TYPE 160'01 S' T A: 224-83.27, 3.58' L RIM= -1-406.4 IE = ±395.68 8"0 IN (N) IE _ _,38150 8"0 OUT (S) INSIDE DROP, RECHANNEL MANHOLE II 426 424 422 420 418 416 414 412 410 408 406 404 402 400 398 396 1M _*T WMAM 4L DETENTION ------ OF P__ TRACT A 12" SD IE= 1._ OHP 41 .2 14,848 SF 10 9 1:1 8 7 6 11.3 C- A I-E 1 7 858 FF= 415 7,800 SF FF= 416 i 7,800 SF 7,800 SF 7,800 SF 5 7,800 SF CB#3 "0 FF= 417 FF= 418 FF= 4 9 FF= 420 STA: 8+0940, 1 ONCRETIJ CURB C TW=42 0.5 50.88 LT /-CEMENT GUTTER & SID EWAILK, RD > PRIVATE UTTHIES Lil SEE DETAIL SHTS C-11 �10' SS RD C-13 zc UA ME.) W - - - - - - IN- a: x m EX SSMH, TYPE 160'01 S' T A: 224-83.27, 3.58' L RIM= -1-406.4 IE = ±395.68 8"0 IN (N) IE _ _,38150 8"0 OUT (S) INSIDE DROP, RECHANNEL MANHOLE II 426 424 422 420 418 416 414 412 410 408 406 404 402 400 398 396 1M _*T WMAM 4L DETENTION ------ OF P__ TRACT A 12" SD IE= 1._ OHP 41 .2 14,848 SF 10 9 1:1 8 7 6 11.3 C- A I-E 1 7 858 FF= 415 7,800 SF FF= 416 i 7,800 SF 7,800 SF 7,800 SF 5 7,800 SF CB#3 "0 FF= 417 FF= 418 FF= 4 9 FF= 420 STA: 8+0940, 1 ONCRETIJ CURB C TW=42 0.5 50.88 LT /-CEMENT GUTTER & SID EWAILK, RD > PRIVATE UTTHIES EASEMENT SEE DETAIL SHTS C-11 �10' SS RD C-13 zc UA ME.) - - - - - - IN- m *TRB eHr5 - - ------ OF P__ IE=4057 1 12" SD IE= 1._ OHP 41 .2 C 0 0 C CB TYPE 2, 48"0 u ui 1 11.3 C- A I-E 1 4 8,535 SF f-- - RD FF= 423.5 - - - - - - - - - - - - - W�� GRAPHIC SCALE U 0 zu 40 tlU it AspNa-R If - ;; - - 7: OHP "�01 E = 1� OHP -7 D x17 I E = 4 1 Y475 GA TF -7---,,771/7, LINK FAIC V) CB 7, TYPE 1 STA: 11+67.68, 15.22 LT , �Im SSMH #7, TYPE 1 WO 1E 12" CONC N=417,6 IE 12" CONC S=417,4 PLAN VIEW STA: 13+22.20, 12.89' LT ji RIM= 420.19 w/SOLID LOCKING LID 1 11 = 401 IE = 412.10 8-0 IN (N) IE = 412.00 eO OUT (W) I I I C, ( IN FEET ) 1 inch = 40 ft. � I - e BARRIER FREE CURB CUT Gr 7 - SEE DETAIL SHEET C-13 Lu B#19, TYPE 1-L In STA: 13+04.85, 26.38 LT CB RIM EL.=419.7 -4 1 CB T N=417,4 IE 12 CMP E -417.4 11 18" CONC S=417,2 U) W G G OHP TRB IE=417.0 CB RIM EL.=419.4 o IE 18" CONC N=4-16.7 IE 19" CMP E=416.9 IE lz�" CONC S=416.8 \,SQL11j RIM EL, a-_AL2Q2 IE 36" IP E=40T8 IE 356" IP S= 407.7 cl, I m F") C� F C> Ci in uj + I i\ I I i 64 ;d-11 4: __F r.-o Oo C) Cm QB#I, TYRE 2, 4810 En uj $9 U-S Lo 2 9. 9 4, C) + ui UJ uj C� SOLID LOCKING ck: ck� CB 42, TYPE 12 48"0' ww MOD C,4 �11M= 41090 U', i 0 93 5 in' I T - ------- ------------- j (n 4,' if R-OF _jiLr__a 14 LIJ (n LLJ TA 6+60 RIM 409 J CENTERLINE OF, R.O.W LL1 V) C.D C-D 01VI ELEV LLI LLI 1, SOLID LOCKING LID Cn pm S 398.E5 12"0 UT (W) C-5 C51 ------- - -- _F I 4, F_ K Q.42 uj 1 IE=I 398.15 12"0 OUT (S) (:B#4, TY E 2, 48,1"0 11% FINISHED PROFILE �Tk 8+10.05, 15 22' LT Of Elf 40.0b' VC wl likip, '�D CD C 4 + 3% I[= 402.75 12"0 N (E) Cl w 00 + + 6 c~o n 'd- IL= 402.75 12"0 N_(W) % 1 Lo qt- 1 F 41 4 12"0 �U I �N) 0 CP L) 1 402.715 >< , . ::- - Lu I ws F- uJ M La 138 �F i I m � I I =5 WSx2 4 0 Co Lo 0 + --- --------- - ----- - - ----- 4: rn V) C-4 :> L-u cn 0 4 411 CB 19, ITYPE STA: 1$+04.85, 26.38' LT !-RIM= 41`19 70 0 SID 4( 1 IE= 41,530 12"� IN (N) Ar- T j __UE=A`1�20 120 01 41 v DETENTION VAULT! L11 C I o I T SSMH j7, TYPE. 1 I 1130 LF 12"0 CPEP 0 0.507 B47, TYPE 1 �+Zz.z 12.159, 1 4( RIM= 416.92 u W/SOLI[ LOCKING LID IE= 413.42 6"0 IN (\I) j 1 EXSI_. SSMIJ TME '1 48"(' ,CB#6, T�11DE 1 RIM= 420.19 41 % 1 STA: 911,55, 5,.00' 1.1j, 'STA: 9-�,76.36 15.22' LT 41 IE 412.10 IN (N) I CB#5, TYPE 1 2"0 CPEP SD @ C.75 IE= 412.92 12"0 OUT f (W) 3 LF 1 RIM-- /11:2�60 IIRIM= 4113,63 IE 412.00 To OUT STA: 6+84.05, 40.33' IT - ---------- !IE= 409 62 EXISTING GRADE @ '41 E= 409162 120 OUT (W IE 4(5.83 6" IN (N) 406. _12�0 IN _E) IE= 403.40 12"0 OUT (E) ENTEqRtINE OF R.O.W IE 4(5.83 6 IN (Nw) C �NDJ STREET ROFILE '3! U _T i fFE_ _4f 57. SCALEd 1" 4)' HORZ PROP�FLOWLINE SED GRADE @ 1" V VERT LEFT 00 C14 C:) 31 r"o) i OC r-- L0 L0 fl) 14 ro-1) - CD 040 -1 61�Lq (7) 0� I --j C:> .0�fn C�l 00 Co r, -C r_ In C14 "d: -7 Oq co N-) --f- cD r-% c�l 6 r- �2 C"I 1 CO to r- 00 L0 Im to 111) c:, 1 F F) o L r o (6 C6 f__ 1,- 00 r_ -o6 of o6 of a; c3i cli _C� L6 �2 U5 0 od o6 cr; 1 oi I Cc" C--� cj I o� t�i wi L Z 1.,;: CD CD C:::P (D C�p C�, c::o =1 C:) CD C5 I 6+00 0 (f) CD 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 136TH ST. AND 144TH AVENUE SE. ELEV.=399.340 FEET (121.719 METERS) 0 ;7 6+40 6+80 7+20 7+60 81-00 8+40 8+80 9+20 9+60 10+00 10+40 10+80 11+20 11+60 12 +00 12 +40 12+80 13+20 3 SANITARY SEWER PIPE TABLE (1) 411 LF 8"0 PVC SDR35 D3034 0 1.53% LOT STUB STATION AT MAIN STATION AT END OF IE AT IE END STATION SERVIC E MAIN OF SERVICE 10 0+00 STA: 9+11.55, 5,00' LT S-1 A: 8+52.41, 40.00' LT 405.91 409.41 9 0+00 STA: 9+11.55, 5.00' LT STA: 9+11,55, 40.00' Lf 405.91 410.46 8 0+32 STA: 9+43.48, 5.61' LT STA: 9+43.48, 40.00' LT 406.28 411.44 7 1+32 STA: 10+43.48, 7,54' LT STA: 10+43.48, 40.00' J 407.82 412.69 6 1 +52 STA: 10+63.48, 7.92' LT STA: 10+63.48, 40.00' LT 408.12 413.57 5 2+52 STA: 11+63.48, 9.84' LT STA: 11 +63.48, 40.00' LT 409.65 414.17 1 2+72 STA: 11+83.48, 10.23' LT STA: 11-1-83.48, 40.00' LT 409.96 417.40 16 ANASCHWEBM & Awmm, Pac 32223 i CIM �� & PROJECT EMOEUM 705 SOUTH 9TH STREET Buw (253 ) 272-4451 oi SUITE #303 Far (253):272 4495 Mag= 09/20/08 TACOMA, WA 98405 bschwe&ftsn.com CI I T OF RENTON UIN DEPARTMENT OF PUBLIC WORKS BECLAN PLACE SANITARY SEWER PLAN AND PROFILE NE 2ND STREET DESIGNED: BAS DATE: 04/14/08 FILE NAME: 06057-017 DRAWN: TAS CHECKED: BAS SCALE: 1" = 40' FIELD BOOK: PAGE: NO. REVISION BY APPR. DATE APPROVED: SHEET: 0-17 OF: 23 DIRECTOR OF PUBLIC WORKS ij cl, I m F") C� F C> Ci in uj + I i\ I I i 64 ;d-11 4: __F r.-o Oo C) Cm QB#I, TYRE 2, 4810 En uj $9 U-S Lo 2 9. 9 4, C) + ui UJ uj C� SOLID LOCKING ck: ck� CB 42, TYPE 12 48"0' ww MOD C,4 �11M= 41090 U', i 0 93 5 in' I T - ------- ------------- j (n 4,' if R-OF _jiLr__a 14 LIJ (n LLJ TA 6+60 RIM 409 J CENTERLINE OF, R.O.W LL1 V) C.D C-D 01VI ELEV LLI LLI 1, SOLID LOCKING LID Cn pm S 398.E5 12"0 UT (W) C-5 C51 ------- - -- _F I 4, F_ K Q.42 uj 1 IE=I 398.15 12"0 OUT (S) (:B#4, TY E 2, 48,1"0 11% FINISHED PROFILE �Tk 8+10.05, 15 22' LT Of Elf 40.0b' VC wl likip, '�D CD C 4 + 3% I[= 402.75 12"0 N (E) Cl w 00 + + 6 c~o n 'd- IL= 402.75 12"0 N_(W) % 1 Lo qt- 1 F 41 4 12"0 �U I �N) 0 CP L) 1 402.715 >< , . ::- - Lu I ws F- uJ M La 138 �F i I m � I I =5 WSx2 4 0 Co Lo 0 + --- --------- - ----- - - ----- 4: rn V) C-4 :> L-u cn 0 4 411 CB 19, ITYPE STA: 1$+04.85, 26.38' LT !-RIM= 41`19 70 0 SID 4( 1 IE= 41,530 12"� IN (N) Ar- T j __UE=A`1�20 120 01 41 v DETENTION VAULT! L11 C I o I T SSMH j7, TYPE. 1 I 1130 LF 12"0 CPEP 0 0.507 B47, TYPE 1 �+Zz.z 12.159, 1 4( RIM= 416.92 u W/SOLI[ LOCKING LID IE= 413.42 6"0 IN (\I) j 1 EXSI_. SSMIJ TME '1 48"(' ,CB#6, T�11DE 1 RIM= 420.19 41 % 1 STA: 911,55, 5,.00' 1.1j, 'STA: 9-�,76.36 15.22' LT 41 IE 412.10 IN (N) I CB#5, TYPE 1 2"0 CPEP SD @ C.75 IE= 412.92 12"0 OUT f (W) 3 LF 1 RIM-- /11:2�60 IIRIM= 4113,63 IE 412.00 To OUT STA: 6+84.05, 40.33' IT - ---------- !IE= 409 62 EXISTING GRADE @ '41 E= 409162 120 OUT (W IE 4(5.83 6" IN (N) 406. _12�0 IN _E) IE= 403.40 12"0 OUT (E) ENTEqRtINE OF R.O.W IE 4(5.83 6 IN (Nw) C �NDJ STREET ROFILE '3! U _T i fFE_ _4f 57. SCALEd 1" 4)' HORZ PROP�FLOWLINE SED GRADE @ 1" V VERT LEFT 00 C14 C:) 31 r"o) i OC r-- L0 L0 fl) 14 ro-1) - CD 040 -1 61�Lq (7) 0� I --j C:> .0�fn C�l 00 Co r, -C r_ In C14 "d: -7 Oq co N-) --f- cD r-% c�l 6 r- �2 C"I 1 CO to r- 00 L0 Im to 111) c:, 1 F F) o L r o (6 C6 f__ 1,- 00 r_ -o6 of o6 of a; c3i cli _C� L6 �2 U5 0 od o6 cr; 1 oi I Cc" C--� cj I o� t�i wi L Z 1.,;: CD CD C:::P (D C�p C�, c::o =1 C:) CD C5 I 6+00 0 (f) CD 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 136TH ST. AND 144TH AVENUE SE. ELEV.=399.340 FEET (121.719 METERS) 0 ;7 6+40 6+80 7+20 7+60 81-00 8+40 8+80 9+20 9+60 10+00 10+40 10+80 11+20 11+60 12 +00 12 +40 12+80 13+20 3 SANITARY SEWER PIPE TABLE (1) 411 LF 8"0 PVC SDR35 D3034 0 1.53% LOT STUB STATION AT MAIN STATION AT END OF IE AT IE END STATION SERVIC E MAIN OF SERVICE 10 0+00 STA: 9+11.55, 5,00' LT S-1 A: 8+52.41, 40.00' LT 405.91 409.41 9 0+00 STA: 9+11.55, 5.00' LT STA: 9+11,55, 40.00' Lf 405.91 410.46 8 0+32 STA: 9+43.48, 5.61' LT STA: 9+43.48, 40.00' LT 406.28 411.44 7 1+32 STA: 10+43.48, 7,54' LT STA: 10+43.48, 40.00' J 407.82 412.69 6 1 +52 STA: 10+63.48, 7.92' LT STA: 10+63.48, 40.00' LT 408.12 413.57 5 2+52 STA: 11+63.48, 9.84' LT STA: 11 +63.48, 40.00' LT 409.65 414.17 1 2+72 STA: 11+83.48, 10.23' LT STA: 11-1-83.48, 40.00' LT 409.96 417.40 16 ANASCHWEBM & Awmm, Pac 32223 i CIM �� & PROJECT EMOEUM 705 SOUTH 9TH STREET Buw (253 ) 272-4451 oi SUITE #303 Far (253):272 4495 Mag= 09/20/08 TACOMA, WA 98405 bschwe&ftsn.com CI I T OF RENTON UIN DEPARTMENT OF PUBLIC WORKS BECLAN PLACE SANITARY SEWER PLAN AND PROFILE NE 2ND STREET DESIGNED: BAS DATE: 04/14/08 FILE NAME: 06057-017 DRAWN: TAS CHECKED: BAS SCALE: 1" = 40' FIELD BOOK: PAGE: NO. REVISION BY APPR. DATE APPROVED: SHEET: 0-17 OF: 23 DIRECTOR OF PUBLIC WORKS ij 6+00 0 (f) CD 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 136TH ST. AND 144TH AVENUE SE. ELEV.=399.340 FEET (121.719 METERS) 0 ;7 6+40 6+80 7+20 7+60 81-00 8+40 8+80 9+20 9+60 10+00 10+40 10+80 11+20 11+60 12 +00 12 +40 12+80 13+20 3 SANITARY SEWER PIPE TABLE (1) 411 LF 8"0 PVC SDR35 D3034 0 1.53% LOT STUB STATION AT MAIN STATION AT END OF IE AT IE END STATION SERVIC E MAIN OF SERVICE 10 0+00 STA: 9+11.55, 5,00' LT S-1 A: 8+52.41, 40.00' LT 405.91 409.41 9 0+00 STA: 9+11.55, 5.00' LT STA: 9+11,55, 40.00' Lf 405.91 410.46 8 0+32 STA: 9+43.48, 5.61' LT STA: 9+43.48, 40.00' LT 406.28 411.44 7 1+32 STA: 10+43.48, 7,54' LT STA: 10+43.48, 40.00' J 407.82 412.69 6 1 +52 STA: 10+63.48, 7.92' LT STA: 10+63.48, 40.00' LT 408.12 413.57 5 2+52 STA: 11+63.48, 9.84' LT STA: 11 +63.48, 40.00' LT 409.65 414.17 1 2+72 STA: 11+83.48, 10.23' LT STA: 11-1-83.48, 40.00' LT 409.96 417.40 16 ANASCHWEBM & Awmm, Pac 32223 i CIM �� & PROJECT EMOEUM 705 SOUTH 9TH STREET Buw (253 ) 272-4451 oi SUITE #303 Far (253):272 4495 Mag= 09/20/08 TACOMA, WA 98405 bschwe&ftsn.com CI I T OF RENTON UIN DEPARTMENT OF PUBLIC WORKS BECLAN PLACE SANITARY SEWER PLAN AND PROFILE NE 2ND STREET DESIGNED: BAS DATE: 04/14/08 FILE NAME: 06057-017 DRAWN: TAS CHECKED: BAS SCALE: 1" = 40' FIELD BOOK: PAGE: NO. REVISION BY APPR. DATE APPROVED: SHEET: 0-17 OF: 23 DIRECTOR OF PUBLIC WORKS ij 16 ANASCHWEBM & Awmm, Pac 32223 i CIM �� & PROJECT EMOEUM 705 SOUTH 9TH STREET Buw (253 ) 272-4451 oi SUITE #303 Far (253):272 4495 Mag= 09/20/08 TACOMA, WA 98405 bschwe&ftsn.com CI I T OF RENTON UIN DEPARTMENT OF PUBLIC WORKS BECLAN PLACE SANITARY SEWER PLAN AND PROFILE NE 2ND STREET DESIGNED: BAS DATE: 04/14/08 FILE NAME: 06057-017 DRAWN: TAS CHECKED: BAS SCALE: 1" = 40' FIELD BOOK: PAGE: NO. REVISION BY APPR. DATE APPROVED: SHEET: 0-17 OF: 23 DIRECTOR OF PUBLIC WORKS ij 6 U U.- W 00 M 00 17 T U N � VC A I o d 408.03 m rn Imo 00 c c 0 S1A: 27 +00.00, 40.00' RT I L ^ , ¢ 0 9 W u- D F `a gg3 3 C) u=i 6 U U.- W STATION AT END OF SERVIC E O 0 O 17 T Z Z Oy Li VC A Z O o a 408.03 m rn ry j`' c c 0 S1A: 27 +00.00, 40.00' RT I c14 ¢ - W -- - -! D � o o z Z Ld Q W v U ::D EXISTIN Q zz ry � � W n Q z Cy U V-1 Q _ - - -, W W � m w V / O LOW PT LOW PT ( PVI STA Q 6.60 I _ ry P W a 3� 4 I -VJ 415.30 7.49 Q W a ( T N a' OF FINITIE CEN zW R.O.W @ OF FUTUE CL '- W w .� o m Q -� a x (n J U.- Q STATION AT END OF SERVIC E O 0 O 17 T Z Z Oy Ew VC A Z � o a 408.03 m rn T j`' c c 0 S1A: 27 +00.00, 40.00' RT o c14 oW � z O w VERTICAL 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 136TH ST. AND 144TH AVENUE SE. ELEV. = 399.340 FEET (121.719 METERS) w z O Z U- SEE DETAIL SHEET C -1 EX. SSMl IY DE 1 60 "0 STA: 22 +81 3.58 RIM= x_406.4 IE _ ±395.68 8 "0 IN (N) ICE = ±58150 8% OUT (S) INSIDE DROP, RECHANNEL MANHOLE EX. DITCH LINE /�� PLAN VIEW t 424 422 42C 41E 416 414 412 41C 40E 406 404 402 40C 398 396 394 384 382 380 r*� II �; p m� 0 I! �I III II I SSMH #1, TYPE 1 41l STA: 1 +15.00, 5.00' RT RIM= 417.64 w /SOLID LOCKING LID IE = 408.92 8 "0 IN (E) IE = 408.82 l OUT (S) U.- J STATION AT END OF SERVIC E a = 17 0 +00 Z Z Oy ! 160.0l VC V Z W I 408.03 413.03 T 1 +80 Z S1A: 27 +00.00, 40.00' RT o c14 ¢ - - -- - -! �) - -' o z O w VERTICAL 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 136TH ST. AND 144TH AVENUE SE. ELEV. = 399.340 FEET (121.719 METERS) w z O Z U- SEE DETAIL SHEET C -1 EX. SSMl IY DE 1 60 "0 STA: 22 +81 3.58 RIM= x_406.4 IE _ ±395.68 8 "0 IN (N) ICE = ±58150 8% OUT (S) INSIDE DROP, RECHANNEL MANHOLE EX. DITCH LINE /�� PLAN VIEW t 424 422 42C 41E 416 414 412 41C 40E 406 404 402 40C 398 396 394 384 382 380 r*� II �; p m� 0 I! �I III II I SSMH #1, TYPE 1 41l STA: 1 +15.00, 5.00' RT RIM= 417.64 w /SOLID LOCKING LID IE = 408.92 8 "0 IN (E) IE = 408.82 l OUT (S) U.- U) STATION AT END OF SERVIC E a IE END OF SERVIC E 17 0 +00 STA: 25 +20.26, 15.00' RT ¢ ! 160.0l VC 18 0 +59 STA: 25 +79.43, 15.00' RT I 408.03 413.03 T 1 +80 Z S1A: 27 +00.00, 40.00' RT W c14 ¢ - - -- - -! �) - -' o o v a EXISTIN GROUND PROFILE ry �' 1- - -- n n w 1 _ '� LOW PT LOW PT ( PVI STA Q 6.60 I _ P 1 AA ELEV =i A.D. = 3� 4 I -VJ 415.30 7.49 i T ( W "' N g ( T CENTERLINE ! OF FINITIE CEN w R.O.W @ OF FUTUE E R.O.W '- W w .� o m O CD °� -� x m z O w VERTICAL 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 136TH ST. AND 144TH AVENUE SE. ELEV. = 399.340 FEET (121.719 METERS) w z O Z U- SEE DETAIL SHEET C -1 EX. SSMl IY DE 1 60 "0 STA: 22 +81 3.58 RIM= x_406.4 IE _ ±395.68 8 "0 IN (N) ICE = ±58150 8% OUT (S) INSIDE DROP, RECHANNEL MANHOLE EX. DITCH LINE /�� PLAN VIEW t 424 422 42C 41E 416 414 412 41C 40E 406 404 402 40C 398 396 394 384 382 380 r*� II �; p m� 0 I! �I III II I SSMH #1, TYPE 1 41l STA: 1 +15.00, 5.00' RT RIM= 417.64 w /SOLID LOCKING LID IE = 408.92 8 "0 IN (E) IE = 408.82 l OUT (S) 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 t24 122 1.20 418 416 414 412 410 t08 t06 ID4 4 N Q n ( IN FEET ) 1 inch = 40 ft. SANITARY SEWER PIPE TABLE 10 207 LF 8 "0 PVC SDR35 D3034 @ 0.50% 05 197 LF 8" 0 PVC SDR35 D3034 @ 5.93% 5A 41 LF 8" 0 PVC SDR35 D3034 @ 0.50% LOT STUB STATION STATION AT MAIN STATION AT END OF SERVIC E IE AT MAIN IE END OF SERVIC E 17 0 +00 STA: 25 +20.26, 15.00' RT STA: 25 +20.26, 40.00' RT ! 160.0l VC 18 0 +59 STA: 25 +79.43, 15.00' RT I 408.03 413.03 T 1 +80 STA: 27 +00.00, 15.00' RT S1A: 27 +00.00, 40.00' RT 407.91 c14 ¢ - - -- - -! �) - -' EXISTIN GROUND PROFILE @ �' 1- - -- 1 _ '� LOW PT LOW PT ( PVI STA LLEV = 4 TA = 23-50.66 = 23 +7.39 6.60 I _ P 1 AA ELEV =i A.D. = 3� 4 I -VJ 415.30 7.49 i T ( "' N g ( T CENTERLINE ! OF FINITIE CEN FUTURE ED PROFILE RLINE R.O.W @ OF FUTUE E R.O.W '- W w .� o m O CD °� -� a A.R KI 9.49 = 5.27 1 1 I j rc-v- J a w -g; I --�- -- -- - -- i I - - -- -- - � - %� - -- C> U. 1 0.00 V' - ' � I i ( � I ! 1• �% ! I -- - to m ` ! ! ! 77 SDI 12 CPEP @ 0.647, z n - w m m ( W i 12' � (CPEP ! SD @ ! 1213 LF12'�CPEP 217LF80SS - -- I - - - - -- SID @ 5.229 ! -� - - - -! -- f CB�10A, T1IPT 1- ! -- - 200q� I $TA: 24 RIM- 412.92 65.44, 9.22' R I ( i ° CB #10,j � TYPE 1 I STA: j i 26 +80.00, 19 �- 22' RT T ! If= 409.96 12 "0 OUT (S) ! ! STA: 5 +40.00, 19.22' RIM= �- RT IE= 416.94 -- 413.00 I 12 "� IN N ( ) ! -- ! -- O I ! f - - - - -- - - - -0� ! ( ! RIM= IE= 411.55 415,51 12" IN (N ( IE=- 413.00 12"0 OUT T (S) ! I' �`L o IE= 412.05 IE= 411.55 6"d 12' IT (E) OUT I I SSMH 1, TYPE 1 48"0 I STA: 2 RIll ! IE = 408.92 IE = 408.82 +36.78 714- -W it 870 15.00 l (SO 01D L IN (E) OUT �T 6N4 41 I ! T- - - -� -- -- ! q, p o ( 1 T- SSMH 5, TYPE 1 48"01! O i 1 ! I (� I I I ( j; CB #5, T PE 1 T ( STA: I RIM= 5 +20.26, 415.16 w� 15.00"1 /SOLID LOCKING RT ! ID Cl TYP 1 ! STA: 22+55 THRU CURE .64, FRAME_ 119.22' &GATE__ � i- -- - I „ RIM= 416,25 I I IE = 07.91 6 0 IN (E T I STA: 27 +56.80, 18.5 ' RT I 53 F 8 0.50% 1 1 1 "O IE= 40 .40 12' � - OUT E O - I____ - - I IE = 07.64 8 -- 0 OUT 1S) -- -- RIM IE= 417.49 413.49 2 "0 OUT S I SSM 5A PE 1 4r STA: RIMS 23 +33.,5, 406.5 15.00' :W/901-la RT CKI LID I �� ( ! 1 I ! _ IE IF _ 396.05 395.95 (l IN (N) �8" O OUT( 1 -� T - l - -�- SEX. STA; IE -I SSM I TTY 22 +83 ±395.8 1 1 27, 158' 8 "0 IN L (N) ! ( EXISTING GRADE @ F U T A M AVENUE I"ll PRO I L E IE INSI ±3830 VDRO 0 8 "o Oi T (S) CEN - -'- RLINE OF - FUTURE - - -- R.O.W �� -- - - -- SCALE: �1�� " = 40' HORZ �- - -- 1 00 1. REC ANNEL M1� ao MANHOL -- 1- °o Cfl � °o - -- - PROPOSED CENJRLIN_E 'd- '' GRADE 61' im 00 m to �� @ FUTUR � O �� R.O.W Po N ��; O c9 Es ��00 �!� - - i.n ��; Lo ��; N'� �� OD �I O �� N r7 �� 1 �,� M - -� �, - �,� ^ �! SIN � ----- � �! 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 t24 122 1.20 418 416 414 412 410 t08 t06 ID4 4 N Q n ( IN FEET ) 1 inch = 40 ft. SANITARY SEWER PIPE TABLE 10 207 LF 8 "0 PVC SDR35 D3034 @ 0.50% 05 197 LF 8" 0 PVC SDR35 D3034 @ 5.93% 5A 41 LF 8" 0 PVC SDR35 D3034 @ 0.50% LOT STUB STATION STATION AT MAIN STATION AT END OF SERVIC E IE AT MAIN IE END OF SERVIC E 17 0 +00 STA: 25 +20.26, 15.00' RT STA: 25 +20.26, 40.00' RT 408.64 414.14 18 0 +59 STA: 25 +79.43, 15.00' RT STA: 25 +79.43, 40.00' RT 408.03 413.03 19 1 +80 STA: 27 +00.00, 15.00' RT S1A: 27 +00.00, 40.00' RT 407.91 411.66 NO. ' t REVISION 44604 CITY OF RTN TON DEPARTMENT OF PUBLIC WORK BECLAN PLACE SANITARY SEWER PLAN AND PROFILE HOQUTAM AVENUE NE 0 DESIGNED: BAS DATE: 04/14/08 FILE NAME: 05057'018 DRAWN: TAS 1 CHECKED: BAS SCALE: T' = 40' FIELD BOOK: P��GE: n BY APPR. DATE APPROVED: SHEET: C -18 OF:' 23 DIRECTOR OF PUBLIC WORKS 0 U O Z m 0 w a rn W a- 0<- _j V 0 0 0 a W w x �i zz U- A i ii L.>_J L.r_ NNO t/1-� IJ_ Q O ry L_I_I n U ry Q W I- L�J Q V r Q z Q d N �O E U rn c v m C 40 c 0 n 0 d- ul = J '30 z Z W0 Z0 0 U O �z N ul w oW Z Z Y O 3 U a U) 0 0 0 Q w n D- Q w Q 0 m z VERTICAL DATUM 0 V) CITY OF RENTON, NAVD 88 w 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) 01-1 c n N IF lj� A PORTION OF THE NW 1/40F THE NE Y40F SEC. 15, TWP. 23N., RGE. SE., WoMm CITY OF RENTON, KING COUNTY, WASHINGTON 430 428 426 424 422 420 418 416 414 412 410 408 406 404 I 402 n -- SMH #61 ` TYPE 1, 48"0 uj TA: 40+58.67, 0_4' RT T IM= 419.73 w/S LID LOCKING LIC v II Lq 1 = 413.16 8 "0 N (N) ° ~ J N j �v FINISH . D PROFILE @ II II o ,� CENTERLINE OF ACCESS � z o -- - -- -` -_� - + (' N EXISTING PROA E@ Y Y �- o! CENTERLINE OF ACCESS � Lu Q + L w La- U-1 I STA: 4 +61.02 < T_ n - - \J- RIM 419.59 cDcD ZnED 6 LF 12'0 Cp _-- - -i - -- - — - j 35 -- @ 2 l4q 0 CP - S8 - C 1 @ 1 22� SD 0 I CpEp S, b STA: 41 +52.1 B2 RIM 421.76 I 8 CB #13, TYPE 1 (Ss ©,y SDCO 1 STA: 40 +29.'4, 0.68' LT j -- STA1 +54.95 I RIM =) 421.82 IE= 14.97 1 "O IN (f) IE = 417.64 I IE- _ 415.47 610 IN (E) MP HI 2, TY 1 48 "0 STA: 39+96.6 , 14.67' LT j RIM= 419.03 i/_S_OLID LOCKING LID I PROPOSED GRACE @ IE = 409.59 "0 IN ( E) ICENTERUNE OF ACCESS1 IF = 409 CE #11, TY E 1 -L " ST: 39+ 2.10, 29 54' RT EXISTING GRADE IE = I 9.49 O OUT (W) RI = 418.1 ENTERLI E OF ACCESS IE 414.0012 "� IN NE —J IE 1 414.00 12 "0 0 T (S) tn N N O CD O O iW oj �I 41+60 41+20 40 +80 40 +40 40 +00 PRIVATE ACCESS ROAD PROFILE SCALE: 1" = 40' HORZ 1" = 4' VERT 430 428 426 424 422 420 418 416 414 412 410 408 406 404 402 PLAN VIE 1 " =40' r GRAPHIC SCALE 0 20 40 80 ( IN FEET ) 1 inch = 40 ft. SANITARY SEINER PIPE TABLE © 62 LF 8 "0 PVC SDR35 D3034 0 5.60% 9 94 LF 8"0 PVC SDR35 D3034 ® 1.94% 160 LOT STUB STATION AT MAIN STATION AT END OF IE AT IE END STATION SERVIC E MAIN OF SERVIC E 28 0 +45 STA: 41 +02.88, 2.20' LT STA: 41 +07.64, 22.35' RT 414.14 417.33 30 0 +94 STA: 41 +52.31, 5.00' LT STA: 41 +71.19, 7.74' RT 415.39 418.58 31 0 +94 STA: 41 +52.31, 5.00' LT STA: 41 +66.25, 11.67' LT 415.39 417.72 NO. I REVISION ' BY ' APPR. I DATE SGT CL & ASSOCIATES, PLw +32223 ti aYA. ENOMRNG 8 PROJECT MANADEYENT 705 SOUTH 9TH STREET Bus (253) 272 -4451 ' SUITE #303 For (253) 272 -4495 EXPIRES 09/20/08 TACOMA, WA 98405 bschwe/7clOmsncom CITY OF RENTON DEPARTMENT OF PUBLIC WORKS BECLAN PLACE SANITARY SEWER PLAN AND PROFILE PRIVATE ACCESS ROAD DESIGNED: BAS DATE: 04/14/08 FILE NAME: 05057 -C19 DRAWN: TAS CHECKED: BAS SCALE: 1" = 40' FIELD BOOK: PAGE: APPROVED: SHEET: C -19 OF: 23 DIRECTOR OF PUBLIC WORKS 0 00 N d. I 00) I O 0 g 0 O Z rU o c) T w a A i ii L.>_J L.r_ NNO t/1-� IJ_ Q O ry L_I_I n U ry Q W I- L�J Q V r Q z Q d N �O E U rn c v m C 40 c 0 n 0 d- ul = J '30 z Z W0 Z0 0 U O �z N ul w oW Z Z Y O 3 U a U) 0 0 0 Q w n D- Q w Q 0 m z VERTICAL DATUM 0 V) CITY OF RENTON, NAVD 88 w 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) 01-1 c n N IF lj� A PORTION OF THE NW 1/40F THE NE Y40F SEC. 15, TWP. 23N., RGE. SE., WoMm CITY OF RENTON, KING COUNTY, WASHINGTON 430 428 426 424 422 420 418 416 414 412 410 408 406 404 I 402 n -- SMH #61 ` TYPE 1, 48"0 uj TA: 40+58.67, 0_4' RT T IM= 419.73 w/S LID LOCKING LIC v II Lq 1 = 413.16 8 "0 N (N) ° ~ J N j �v FINISH . D PROFILE @ II II o ,� CENTERLINE OF ACCESS � z o -- - -- -` -_� - + (' N EXISTING PROA E@ Y Y �- o! CENTERLINE OF ACCESS � Lu Q + L w La- U-1 I STA: 4 +61.02 < T_ n - - \J- RIM 419.59 cDcD ZnED 6 LF 12'0 Cp _-- - -i - -- - — - j 35 -- @ 2 l4q 0 CP - S8 - C 1 @ 1 22� SD 0 I CpEp S, b STA: 41 +52.1 B2 RIM 421.76 I 8 CB #13, TYPE 1 (Ss ©,y SDCO 1 STA: 40 +29.'4, 0.68' LT j -- STA1 +54.95 I RIM =) 421.82 IE= 14.97 1 "O IN (f) IE = 417.64 I IE- _ 415.47 610 IN (E) MP HI 2, TY 1 48 "0 STA: 39+96.6 , 14.67' LT j RIM= 419.03 i/_S_OLID LOCKING LID I PROPOSED GRACE @ IE = 409.59 "0 IN ( E) ICENTERUNE OF ACCESS1 IF = 409 CE #11, TY E 1 -L " ST: 39+ 2.10, 29 54' RT EXISTING GRADE IE = I 9.49 O OUT (W) RI = 418.1 ENTERLI E OF ACCESS IE 414.0012 "� IN NE —J IE 1 414.00 12 "0 0 T (S) tn N N O CD O O iW oj �I 41+60 41+20 40 +80 40 +40 40 +00 PRIVATE ACCESS ROAD PROFILE SCALE: 1" = 40' HORZ 1" = 4' VERT 430 428 426 424 422 420 418 416 414 412 410 408 406 404 402 PLAN VIE 1 " =40' r GRAPHIC SCALE 0 20 40 80 ( IN FEET ) 1 inch = 40 ft. SANITARY SEINER PIPE TABLE © 62 LF 8 "0 PVC SDR35 D3034 0 5.60% 9 94 LF 8"0 PVC SDR35 D3034 ® 1.94% 160 LOT STUB STATION AT MAIN STATION AT END OF IE AT IE END STATION SERVIC E MAIN OF SERVIC E 28 0 +45 STA: 41 +02.88, 2.20' LT STA: 41 +07.64, 22.35' RT 414.14 417.33 30 0 +94 STA: 41 +52.31, 5.00' LT STA: 41 +71.19, 7.74' RT 415.39 418.58 31 0 +94 STA: 41 +52.31, 5.00' LT STA: 41 +66.25, 11.67' LT 415.39 417.72 NO. I REVISION ' BY ' APPR. I DATE SGT CL & ASSOCIATES, PLw +32223 ti aYA. ENOMRNG 8 PROJECT MANADEYENT 705 SOUTH 9TH STREET Bus (253) 272 -4451 ' SUITE #303 For (253) 272 -4495 EXPIRES 09/20/08 TACOMA, WA 98405 bschwe/7clOmsncom CITY OF RENTON DEPARTMENT OF PUBLIC WORKS BECLAN PLACE SANITARY SEWER PLAN AND PROFILE PRIVATE ACCESS ROAD DESIGNED: BAS DATE: 04/14/08 FILE NAME: 05057 -C19 DRAWN: TAS CHECKED: BAS SCALE: 1" = 40' FIELD BOOK: PAGE: APPROVED: SHEET: C -19 OF: 23 DIRECTOR OF PUBLIC WORKS 0 z VERTICAL DATUM 0 V) CITY OF RENTON, NAVD 88 w 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) 01-1 c n N IF lj� A PORTION OF THE NW 1/40F THE NE Y40F SEC. 15, TWP. 23N., RGE. SE., WoMm CITY OF RENTON, KING COUNTY, WASHINGTON 430 428 426 424 422 420 418 416 414 412 410 408 406 404 I 402 n -- SMH #61 ` TYPE 1, 48"0 uj TA: 40+58.67, 0_4' RT T IM= 419.73 w/S LID LOCKING LIC v II Lq 1 = 413.16 8 "0 N (N) ° ~ J N j �v FINISH . D PROFILE @ II II o ,� CENTERLINE OF ACCESS � z o -- - -- -` -_� - + (' N EXISTING PROA E@ Y Y �- o! CENTERLINE OF ACCESS � Lu Q + L w La- U-1 I STA: 4 +61.02 < T_ n - - \J- RIM 419.59 cDcD ZnED 6 LF 12'0 Cp _-- - -i - -- - — - j 35 -- @ 2 l4q 0 CP - S8 - C 1 @ 1 22� SD 0 I CpEp S, b STA: 41 +52.1 B2 RIM 421.76 I 8 CB #13, TYPE 1 (Ss ©,y SDCO 1 STA: 40 +29.'4, 0.68' LT j -- STA1 +54.95 I RIM =) 421.82 IE= 14.97 1 "O IN (f) IE = 417.64 I IE- _ 415.47 610 IN (E) MP HI 2, TY 1 48 "0 STA: 39+96.6 , 14.67' LT j RIM= 419.03 i/_S_OLID LOCKING LID I PROPOSED GRACE @ IE = 409.59 "0 IN ( E) ICENTERUNE OF ACCESS1 IF = 409 CE #11, TY E 1 -L " ST: 39+ 2.10, 29 54' RT EXISTING GRADE IE = I 9.49 O OUT (W) RI = 418.1 ENTERLI E OF ACCESS IE 414.0012 "� IN NE —J IE 1 414.00 12 "0 0 T (S) tn N N O CD O O iW oj �I 41+60 41+20 40 +80 40 +40 40 +00 PRIVATE ACCESS ROAD PROFILE SCALE: 1" = 40' HORZ 1" = 4' VERT 430 428 426 424 422 420 418 416 414 412 410 408 406 404 402 PLAN VIE 1 " =40' r GRAPHIC SCALE 0 20 40 80 ( IN FEET ) 1 inch = 40 ft. SANITARY SEINER PIPE TABLE © 62 LF 8 "0 PVC SDR35 D3034 0 5.60% 9 94 LF 8"0 PVC SDR35 D3034 ® 1.94% 160 LOT STUB STATION AT MAIN STATION AT END OF IE AT IE END STATION SERVIC E MAIN OF SERVIC E 28 0 +45 STA: 41 +02.88, 2.20' LT STA: 41 +07.64, 22.35' RT 414.14 417.33 30 0 +94 STA: 41 +52.31, 5.00' LT STA: 41 +71.19, 7.74' RT 415.39 418.58 31 0 +94 STA: 41 +52.31, 5.00' LT STA: 41 +66.25, 11.67' LT 415.39 417.72 NO. I REVISION ' BY ' APPR. I DATE SGT CL & ASSOCIATES, PLw +32223 ti aYA. ENOMRNG 8 PROJECT MANADEYENT 705 SOUTH 9TH STREET Bus (253) 272 -4451 ' SUITE #303 For (253) 272 -4495 EXPIRES 09/20/08 TACOMA, WA 98405 bschwe/7clOmsncom CITY OF RENTON DEPARTMENT OF PUBLIC WORKS BECLAN PLACE SANITARY SEWER PLAN AND PROFILE PRIVATE ACCESS ROAD DESIGNED: BAS DATE: 04/14/08 FILE NAME: 05057 -C19 DRAWN: TAS CHECKED: BAS SCALE: 1" = 40' FIELD BOOK: PAGE: APPROVED: SHEET: C -19 OF: 23 DIRECTOR OF PUBLIC WORKS 0 430 428 426 424 422 420 418 416 414 412 410 408 406 404 I 402 n -- SMH #61 ` TYPE 1, 48"0 uj TA: 40+58.67, 0_4' RT T IM= 419.73 w/S LID LOCKING LIC v II Lq 1 = 413.16 8 "0 N (N) ° ~ J N j �v FINISH . D PROFILE @ II II o ,� CENTERLINE OF ACCESS � z o -- - -- -` -_� - + (' N EXISTING PROA E@ Y Y �- o! CENTERLINE OF ACCESS � Lu Q + L w La- U-1 I STA: 4 +61.02 < T_ n - - \J- RIM 419.59 cDcD ZnED 6 LF 12'0 Cp _-- - -i - -- - — - j 35 -- @ 2 l4q 0 CP - S8 - C 1 @ 1 22� SD 0 I CpEp S, b STA: 41 +52.1 B2 RIM 421.76 I 8 CB #13, TYPE 1 (Ss ©,y SDCO 1 STA: 40 +29.'4, 0.68' LT j -- STA1 +54.95 I RIM =) 421.82 IE= 14.97 1 "O IN (f) IE = 417.64 I IE- _ 415.47 610 IN (E) MP HI 2, TY 1 48 "0 STA: 39+96.6 , 14.67' LT j RIM= 419.03 i/_S_OLID LOCKING LID I PROPOSED GRACE @ IE = 409.59 "0 IN ( E) ICENTERUNE OF ACCESS1 IF = 409 CE #11, TY E 1 -L " ST: 39+ 2.10, 29 54' RT EXISTING GRADE IE = I 9.49 O OUT (W) RI = 418.1 ENTERLI E OF ACCESS IE 414.0012 "� IN NE —J IE 1 414.00 12 "0 0 T (S) tn N N O CD O O iW oj �I 41+60 41+20 40 +80 40 +40 40 +00 PRIVATE ACCESS ROAD PROFILE SCALE: 1" = 40' HORZ 1" = 4' VERT 430 428 426 424 422 420 418 416 414 412 410 408 406 404 402 PLAN VIE 1 " =40' r GRAPHIC SCALE 0 20 40 80 ( IN FEET ) 1 inch = 40 ft. SANITARY SEINER PIPE TABLE © 62 LF 8 "0 PVC SDR35 D3034 0 5.60% 9 94 LF 8"0 PVC SDR35 D3034 ® 1.94% 160 LOT STUB STATION AT MAIN STATION AT END OF IE AT IE END STATION SERVIC E MAIN OF SERVIC E 28 0 +45 STA: 41 +02.88, 2.20' LT STA: 41 +07.64, 22.35' RT 414.14 417.33 30 0 +94 STA: 41 +52.31, 5.00' LT STA: 41 +71.19, 7.74' RT 415.39 418.58 31 0 +94 STA: 41 +52.31, 5.00' LT STA: 41 +66.25, 11.67' LT 415.39 417.72 NO. I REVISION ' BY ' APPR. I DATE SGT CL & ASSOCIATES, PLw +32223 ti aYA. ENOMRNG 8 PROJECT MANADEYENT 705 SOUTH 9TH STREET Bus (253) 272 -4451 ' SUITE #303 For (253) 272 -4495 EXPIRES 09/20/08 TACOMA, WA 98405 bschwe/7clOmsncom CITY OF RENTON DEPARTMENT OF PUBLIC WORKS BECLAN PLACE SANITARY SEWER PLAN AND PROFILE PRIVATE ACCESS ROAD DESIGNED: BAS DATE: 04/14/08 FILE NAME: 05057 -C19 DRAWN: TAS CHECKED: BAS SCALE: 1" = 40' FIELD BOOK: PAGE: APPROVED: SHEET: C -19 OF: 23 DIRECTOR OF PUBLIC WORKS 0 41+60 41+20 40 +80 40 +40 40 +00 PRIVATE ACCESS ROAD PROFILE SCALE: 1" = 40' HORZ 1" = 4' VERT 430 428 426 424 422 420 418 416 414 412 410 408 406 404 402 PLAN VIE 1 " =40' r GRAPHIC SCALE 0 20 40 80 ( IN FEET ) 1 inch = 40 ft. SANITARY SEINER PIPE TABLE © 62 LF 8 "0 PVC SDR35 D3034 0 5.60% 9 94 LF 8"0 PVC SDR35 D3034 ® 1.94% 160 LOT STUB STATION AT MAIN STATION AT END OF IE AT IE END STATION SERVIC E MAIN OF SERVIC E 28 0 +45 STA: 41 +02.88, 2.20' LT STA: 41 +07.64, 22.35' RT 414.14 417.33 30 0 +94 STA: 41 +52.31, 5.00' LT STA: 41 +71.19, 7.74' RT 415.39 418.58 31 0 +94 STA: 41 +52.31, 5.00' LT STA: 41 +66.25, 11.67' LT 415.39 417.72 NO. I REVISION ' BY ' APPR. I DATE SGT CL & ASSOCIATES, PLw +32223 ti aYA. ENOMRNG 8 PROJECT MANADEYENT 705 SOUTH 9TH STREET Bus (253) 272 -4451 ' SUITE #303 For (253) 272 -4495 EXPIRES 09/20/08 TACOMA, WA 98405 bschwe/7clOmsncom CITY OF RENTON DEPARTMENT OF PUBLIC WORKS BECLAN PLACE SANITARY SEWER PLAN AND PROFILE PRIVATE ACCESS ROAD DESIGNED: BAS DATE: 04/14/08 FILE NAME: 05057 -C19 DRAWN: TAS CHECKED: BAS SCALE: 1" = 40' FIELD BOOK: PAGE: APPROVED: SHEET: C -19 OF: 23 DIRECTOR OF PUBLIC WORKS 0 NO. I REVISION ' BY ' APPR. I DATE SGT CL & ASSOCIATES, PLw +32223 ti aYA. ENOMRNG 8 PROJECT MANADEYENT 705 SOUTH 9TH STREET Bus (253) 272 -4451 ' SUITE #303 For (253) 272 -4495 EXPIRES 09/20/08 TACOMA, WA 98405 bschwe/7clOmsncom CITY OF RENTON DEPARTMENT OF PUBLIC WORKS BECLAN PLACE SANITARY SEWER PLAN AND PROFILE PRIVATE ACCESS ROAD DESIGNED: BAS DATE: 04/14/08 FILE NAME: 05057 -C19 DRAWN: TAS CHECKED: BAS SCALE: 1" = 40' FIELD BOOK: PAGE: APPROVED: SHEET: C -19 OF: 23 DIRECTOR OF PUBLIC WORKS 0 0 v a Z m O U m W a a J U N 0 J a 0 J a W x W U. 00 O d' d' G U N I 00 ? L U iii 3I a o C) vi ®1 i /_. C/) ry Q Z Q Cn a a� t� 0 >-4 4 w~ - i ) P4 cn m rn c z 0T V) Q = J 2 o !; rZ� w Q 0 • ■ MANHOLE FRAME AND COVER SEE DRAWING BR29 ADJUSTMENT (4" MIN.) 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 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 T 72 HOURS IN ADVANCE. THE POLICE DEPARTMENT PLANNING /BUILDING /PUBLIC WORKS 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 RESPONSIBILITY TO VERIFY THE TRUE AND CORRECT LOCATION SO AS TO AVOID DAMAGE OR DISTURBANCE. 5. A PRECONSTRUCTION CONFERENCE AND A 24 HOUR NOTICE SHALL BE REQUIRED PRIOR TO STARTING NEW CONSTRUCTION. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO SECURE ALL NECESSARY PERMITS PRIOR TO STARTING CONSTRUCTION. (INSPECTION WILL BE ACCOMPLISHED BY A REPRESENTATIVE OF THE CITY OF RENTON.) IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE UTILITY DEPARTMENT 24 HOURS IN ADVANCE OF BACKFILLING 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- CO'NSEAL 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. ° ■ MANHOLE FRAME AND COVER SEE DRAWING BR29 ADJUSTMENT (4" MIN.) 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 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 T 72 HOURS IN ADVANCE. THE POLICE DEPARTMENT PLANNING /BUILDING /PUBLIC WORKS 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 RESPONSIBILITY TO VERIFY THE TRUE AND CORRECT LOCATION SO AS TO AVOID DAMAGE OR DISTURBANCE. 5. A PRECONSTRUCTION CONFERENCE AND A 24 HOUR NOTICE SHALL BE REQUIRED PRIOR TO STARTING NEW CONSTRUCTION. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO SECURE ALL NECESSARY PERMITS PRIOR TO STARTING CONSTRUCTION. (INSPECTION WILL BE ACCOMPLISHED BY A REPRESENTATIVE OF THE CITY OF RENTON.) IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE UTILITY DEPARTMENT 24 HOURS IN ADVANCE OF BACKFILLING 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- CO'NSEAL 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. 7. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO OBTAIN STREET USE AND ANY OTHER RELATED PERMITS PRIOR TO ANY CONSTRUCTION. 8. PLANS APPROVED BY THE CITY OF RENTON, 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 FILL 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 NEATLINE 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. •. ,[�iiTtl��l 6" MIN. 1/2 BLIND FLANGE AS DAM D.I.P. TEE CL.50- ONE LENGTH OF DUCTILE IRON PIPE (CLASS 50) TO SOLID BEARING WHEN SPAN IS MORE THAN 4'. L FLEXIBLE JOINT BACKFILL WITH COMPACTED MATERIAL AS DIRECTED BY ENGINEER. D.I.P. C1.50 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) R c w. DUCTILE IRON DROP CONNECTION X Q 0 N X Q r6" MIN. 1/2 PLUG AS DAM TYPICAL rTEE MANHOLE 1 C C 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 ADE SO THAT EN11RE LENGTH OF THE PIPE WILL BE SUPPORTED ON A UNIFORMLY DENSE UNIFORM GR THE H 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. 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 BACKFILL WITH COMPACTED MATERIAL AS DIRECTED BY ENGINEER. CEMENT CONCRETE CLASS C POURED IN PLACE 90° BEND (TYTON U -651) NO. I REVISION BY I APPR. I DATE DROP CONNECTION FOR SANITARY SEWERS ADOPTED CITY OF RENTON STANDARD PLANS LST DATE: 12/96 DWG. NAME: BW18 r SCHWEBM A•� Assoclr►�as�rra c CWL "EN A PROJECT MANAGEMM 705 SOUTH 9TH STREET Bus: (253) 272 -4451 SUITE 4303 For (253) 272 -4495 TACOMA, WA 98405 bschwe4C0m.com CITY OF RENTON DEPARTMENT OF PUBLIC WORKS BECLAN PLACE SANITARY SEWER NOTES AND DETAILS DESIGNED: BAS DATE: 04/14/08 FILE NAME: 05057 -020 DRAWN: TAS CHECKED: BAS SCALE: AS SHOWN FIELD BOOK: PAGE: APPROVED: I SHEET: C- 20 -OF: 23 ° ® ' 7. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO OBTAIN STREET USE AND ANY OTHER RELATED PERMITS PRIOR TO ANY CONSTRUCTION. 8. PLANS APPROVED BY THE CITY OF RENTON, 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 FILL 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 NEATLINE 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. •. ,[�iiTtl��l 6" MIN. 1/2 BLIND FLANGE AS DAM D.I.P. TEE CL.50- ONE LENGTH OF DUCTILE IRON PIPE (CLASS 50) TO SOLID BEARING WHEN SPAN IS MORE THAN 4'. L FLEXIBLE JOINT BACKFILL WITH COMPACTED MATERIAL AS DIRECTED BY ENGINEER. D.I.P. C1.50 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) R c w. DUCTILE IRON DROP CONNECTION X Q 0 N X Q r6" MIN. 1/2 PLUG AS DAM TYPICAL rTEE MANHOLE 1 C C 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 ADE SO THAT EN11RE LENGTH OF THE PIPE WILL BE SUPPORTED ON A UNIFORMLY DENSE UNIFORM GR THE H 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. 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 BACKFILL WITH COMPACTED MATERIAL AS DIRECTED BY ENGINEER. CEMENT CONCRETE CLASS C POURED IN PLACE 90° BEND (TYTON U -651) NO. I REVISION BY I APPR. I DATE DROP CONNECTION FOR SANITARY SEWERS ADOPTED CITY OF RENTON STANDARD PLANS LST DATE: 12/96 DWG. NAME: BW18 r SCHWEBM A•� Assoclr►�as�rra c CWL "EN A PROJECT MANAGEMM 705 SOUTH 9TH STREET Bus: (253) 272 -4451 SUITE 4303 For (253) 272 -4495 TACOMA, WA 98405 bschwe4C0m.com CITY OF RENTON DEPARTMENT OF PUBLIC WORKS BECLAN PLACE SANITARY SEWER NOTES AND DETAILS DESIGNED: BAS DATE: 04/14/08 FILE NAME: 05057 -020 DRAWN: TAS CHECKED: BAS SCALE: AS SHOWN FIELD BOOK: PAGE: APPROVED: I SHEET: C- 20 -OF: 23 C U 0 Z 0 W Q UJ W a a U N O J a i; 0 J a w X X w w 00 V_ C-4 M N 4" CLEANOUT WYE WITH BE ACCOMPLISHED BY MEANS NOTES: 45' BEND AND PLUG. OF A WYE AND 45' BEND. .- 04 w Z ° o LCD C U dam- O 9 Z 3 O Ld o IL a side -sewer permit must be purchased from the City of W U n z U W M r Q W O a a� 0 W O ® 0 H .2 0-4 w 1 0,11 m v Mimi W w N Z 0O fn Q = J Swoz z U o a w • I 1 -1, ■ ®�- 1" e, M 3/4" SQUARES SPACED - 3/4" AS INDICATED - HT. 1/8" RAISE -1 /2" WIDE BORDER RECLAN A PORTION OF THE NW OF THE NE "F SE YA 12 "4 FIBER PAC K I I 45° (1/8) PIPE MATERIAL AS SPECIFIED BY THE ENGINEER CITY OF RENTO OWASHINgTON '%' —n>$ CONCRETE CLASS 3000 3/4„ ' PLUG TO BE SEALED IN SAME MANNER AS CAST IRON RING AND COVER MAIN SEWER JOINTS. NOTE: IN UNIMPROVED AREAS POUR 1' -0" THICK 6 INCH OR 8 INCH CLEAN -OUT 2' -0" SQUARE CONCRETE, CLASS 3000, PAD AROUND RING AND COVER. v�� o� ADOPTED IN ASPHALT ROADWAYS RESTORE AROUND CLEANOUT RING ♦ e CITY OF RENTON AND COVER AS REQUIRED BY STANDARD DETAIL DRAWING BR36. Z STANDARD PLANS F N LST DATE: 12/96 10/17/96 Added notes. DCV AG DATE REVISION I BY APPR'D DWG. NAME: BW18$ SP PAGE: B076 1/2" WEB 8 PL. FRAME (NON- LOCKING) M '2 " " " X 3 x 3/8 NON -SKID PATTERN T INTEGRAL ON TOP COVER (NON - LOCKING) FOR 5/8"-11 N.C. x 1-1/4" B S.S. SOC. HD. CAP SCREW (3 REQ'D.) it TYP. TYP. NON -SKID PATTERN 0 oa M0 0 e B 26 -3/8„ 25-1/4" 11 24" --� {--1 -1 /4" 23-1/4" 33 -1/4" SECTION A -A 5/8" 1- 3/8" 1 " SEAT --I �-- [-2-1 2„ 2" RAISED LETTERS AS REQ'D. SEE NOTE No.3 BELOW UNDERSIDE SHOWN FOR CLARITY 3/4" CORE (TYP.) ON 23" B.C. !enDIIAND TAP 5/8"-11 N.C. 1 -1/2" CORE (TYP.) (LOCKING) ON 23" B.C.(TYP. 3 PL.) FRAME (LOCKING) COVER (LOCKING) NOTES: 1. FOR NON- LOCKING USE OLYMPIC FOUNDRY No. MH 30 OR EQUAL. 2. FOR LOCKING LID USE OLYMPIC FOUNDRY No. MH 30 D/T OR EQUAL. 3. USE FRAME AND COVER FOR STORM (SPECIFY "DRAIN" ON COVER), SANITARY (SPECIFY "SEWER "), OR WATER (SPECIFY "WATER "). 'VERTICAL DA' T UM: 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) NO. I REVISION • A BY I APPR. I DATE 25" SECTION B -B 3/4" 1 -3/8" —1) MANHOLE FRAME AND COVER Y O ADOPTED CITY OF RENTON STANDARD PLANS �F N 0� LST DATE: 12/96 DWG. NAME: BR29 SP PAGE: B074 ,k$A!SCMEOL ASS MTES, P`LLC CIVL A PROJECT NANAGEYENT 705 SOUTH 9TH STREET Bu& (253) 272 -4451 SUITE #303 For (253) 272 -4495 j TACOMA, WA 98405 bschweild9Msn.coin I CITY OF RENTON . I DEPARTMENT OF PUBLIC WORKS BECLAN PLACE SANITARY SEWER NOTES AND DETAILS C DESIGNED: BAS DATE: 04/14/08 FILE NAME: 05057 -021 I'. DRAWN: TA'S CHECKED: BAS SCALE: AS SHOWN FIELD BOOK: PAGE: APPROVED: SHEET: C -21 OF: 23 DIRECTOR OF PUBLIC WORKS 1 ALL 90' TURNS SHALL 4" CLEANOUT WYE WITH BE ACCOMPLISHED BY MEANS NOTES: 45' BEND AND PLUG. OF A WYE AND 45' BEND. W w Z W TWO 45° BENDS SHALL NOT 1. Prior to installation of a sanitary sewer connection, BE ACCEPTABLE. a side -sewer permit must be purchased from the City of Renton Public Works Department. 2. Types of pipe and fittings that can be used for sanitary UJ sewers shall be approved by the Department of Public Works. ORubber or neoprene gaskets as specified by the manufacturer, Of W o shall be used on joints. HOUSE a_ HOUSE Q_ HOUSE D- HOUSE 3. A minimum grade 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 grade release to the City and then can install 3 -0" MIN. 6" pipe at a grade of 1 %. 4. For inspection of side sewer, call 24 hours }" BEND AS REQUIRIED _ „ 4 SEWER PIPE in advance, 277 -5570. Site must be _ ready for inspection and representative on site when inspector NO MORE THAN 45' BEND). 4" SURFACE d (TYPICAL) arrives at appointed time. Side sewer and stub It EVERY 2ND CHANGE IN DIRECTION OR GRADE WILL CLEANOUT 4" SEWER PIPE SEE NOTES 2 AND 3. shall be tested per City specifications. REQUIRE A SURFACE WYE 4" TEST TEE WITH PLUG FACE UP MINIMUM LINE SIZE FOR OTHER THAN SINGLE Make the connection at the house. Do not backfill the ditch until approval is given by the inspector. CLEANOUT WYE. 4" CLEANOUT (TYPICAL) FAMILY 1S 6' Final approval will be granted after the existing w PROPERTY LINE WYE WITH PLUG PROPERTY LINE septic tank has been pumped out and filled th sand. to Co ° CO 5. Install side sewer with 2' minimum cover. 18" 6' MIN. •> 6 x 4 REDUCER cover is allowed at the house if outlet is shallow. z N z z ° (TYPICAL) 6. If side sewer stub is not available. The owner shall I;i cL_ v? be responsible for its installation. The side sewer X MAIN SEWER LINE w w w shall be a minimum of 6° in size. If tee is not available, the main sewer line must be tapped thru a cost iron saddle. All work within TYPICAL BUILDING SEWER INSTALLATION PLAN street right' -of -way shall be done by a licensed ✓LPL /� / /L /i and bonded contractor. Z - 4" SOIL PIPE 7. All work shall be accomplished in accordance Q o ° .. 4 CALDER COUPLING z IF THE BUILDING SEWER SERVES ANY FIXTURE with the Washington Industrial Safety and - o i+� iv X OR EQUAL TO FIT Q Q § HAVING FLOOD LEVEL RIMS LOCATED BELOW THE Health Act. WISHA ( ) I c� o ~ � ° ELEVATION OF THE NEXT UPSTREAM MANHOLE COVER 8, All trench restoration for side sewers in the public LO o It SURFACE CLEANOUT - OF THE PUBLIC SEWER SYSTEM, A BACKFLOW PREVENTION right -of -way shall conform to the most current trench 4 "x 4 "x4" WYE o DEVICE SHALL BE INSTALLED EQUAL TO TYPER 2 -84. restoration requirements as shown on dwg. #HR -23. m '° j 9. All building sewer and side sewers shall have ,. 4 PIPING m bedding in accordance with drawing BW18C or 4 "x 4 "x 4" TEST TEE 4" CALDER COUPLING BR09 as applicable. 1 W FACE UP AND PLUGGED z w OR EQUAL TO FIT 10. There shall be a minimum 10 foot horizontal se eration P u7 V) W �� p between sanitary side sewers and water services and a W p 3 4 NIPPLE _' :3 W SURFACE CLEANOUT minimum 5 foot horizontal seperation between sanitary side 2 Z_ W u7 �> >� 6"x 4" m V7 •� 4"x 4x4 WYE sewers and all other utilities. J W c� 6" COUPLING TO FIT 4" PIPING ~ ? END 6" PIPE 0- o ° z REMOVE 2 "x4" STUD AND CAP OR PLUG PLAN - TYPICAL BUILDING SEWER - o LL m � ON END OR EXISTING 6" SEWER PIPE. BUILDING DRAIN X D_ a I AND INSTALL BUILDING SEWER COUPLINGS, FOR LOW HOUSE SIDE SEWER (PROPERTY LINE) Co REDUCER, TEES, AND BENDS AS REQUIRED. TO BUILDING CONNECTION _RTil LINE SEE SIDE SEWER DETAIL INSTALLATION PLAN o z � 6" PIPING TO 6' -0" Y ADOPTED I- BEYOND PROPERTY LINE �� o V CITY OF RENTON z a w w 6" SIDE OUTLET TEE CALL FOR LOCATIONS BEFORE YOU DIG O 0 o N SEE NOTE 6 SEWER MAIN 48HR LOCATORS 1- 800 - 424 -5555 Wt ,� — = STANDARD PLANS 0 IL PLAN F N LST DATE: 12/96 BUILDING SEWER INSTALLATION 10/17/9 Edited text DCV AG DATE I REVISION I BY APP'R 'D DWG. NAME: BR35 SP PAGE: B082 1/2" WEB 8 PL. FRAME (NON- LOCKING) M '2 " " " X 3 x 3/8 NON -SKID PATTERN T INTEGRAL ON TOP COVER (NON - LOCKING) FOR 5/8"-11 N.C. x 1-1/4" B S.S. SOC. HD. CAP SCREW (3 REQ'D.) it TYP. TYP. NON -SKID PATTERN 0 oa M0 0 e B 26 -3/8„ 25-1/4" 11 24" --� {--1 -1 /4" 23-1/4" 33 -1/4" SECTION A -A 5/8" 1- 3/8" 1 " SEAT --I �-- [-2-1 2„ 2" RAISED LETTERS AS REQ'D. SEE NOTE No.3 BELOW UNDERSIDE SHOWN FOR CLARITY 3/4" CORE (TYP.) ON 23" B.C. !enDIIAND TAP 5/8"-11 N.C. 1 -1/2" CORE (TYP.) (LOCKING) ON 23" B.C.(TYP. 3 PL.) FRAME (LOCKING) COVER (LOCKING) NOTES: 1. FOR NON- LOCKING USE OLYMPIC FOUNDRY No. MH 30 OR EQUAL. 2. FOR LOCKING LID USE OLYMPIC FOUNDRY No. MH 30 D/T OR EQUAL. 3. USE FRAME AND COVER FOR STORM (SPECIFY "DRAIN" ON COVER), SANITARY (SPECIFY "SEWER "), OR WATER (SPECIFY "WATER "). 'VERTICAL DA' T UM: 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) NO. I REVISION • A BY I APPR. I DATE 25" SECTION B -B 3/4" 1 -3/8" —1) MANHOLE FRAME AND COVER Y O ADOPTED CITY OF RENTON STANDARD PLANS �F N 0� LST DATE: 12/96 DWG. NAME: BR29 SP PAGE: B074 ,k$A!SCMEOL ASS MTES, P`LLC CIVL A PROJECT NANAGEYENT 705 SOUTH 9TH STREET Bu& (253) 272 -4451 SUITE #303 For (253) 272 -4495 j TACOMA, WA 98405 bschweild9Msn.coin I CITY OF RENTON . I DEPARTMENT OF PUBLIC WORKS BECLAN PLACE SANITARY SEWER NOTES AND DETAILS C DESIGNED: BAS DATE: 04/14/08 FILE NAME: 05057 -021 I'. DRAWN: TA'S CHECKED: BAS SCALE: AS SHOWN FIELD BOOK: PAGE: APPROVED: SHEET: C -21 OF: 23 DIRECTOR OF PUBLIC WORKS 1 Z m 0 2 w w 0- (<L 6: w ui qz LL 00 0 V) CN 04 n C-4 I--, u 9CI4 04 cq 1 ,-, It o 9 C) Lo 0 C:) a IL C5 Q) 0 E--4 ~wN n L) rn CL z 0 3: S V) jvz W Z ti WN I 0 • • 6 71 VERTICAL DATUM: CITY OF RENTON, NAVD 88 ily[clily1mil, ■ L V) kel Lij 0 ) Q 0 Lli m V) V) 0 E--4 ~wN n L) rn CL z 0 3: S V) jvz W Z ti WN I 0 • • 6 71 VERTICAL DATUM: CITY OF RENTON, NAVD 88 ily[clily1mil, ■ L kel PROPERTY LINE 6)—Opp 0 FUTURE 6" BUILDING SEWER PIPE BUILDING SEWER 2"x 4" STUD SERVICE MARKER PAINT UPPER TEE T r WITH 6" SIDE OUTLET J PORTION WHITE ANS STENCIL ON SIDE WORDING "SEWER" WITH 3" HIGH BLACK LETTERS. Of AND #6 WIRE WRAPPED AROUND THE STUD AND .6" SIDE SEWER AND BUILDING SEWER n bi EXTENDED TO THE TOP OF THE STUD. 0 cr- a- 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. 60" ALLOWABLE MAX. VITRIFIED CLAY, PLAIN AND REINFORCED CONCRETE, Dl PIPE AND Cl FOR CAST IRON PIPE PIPE SEWER MAINS ARE TO BE CORE DRILLED OR DUCTILE IRON PIPE. 1:3:5 MIX CONCRETE BLOCKING GON 2% MIN SLOPE 6" SIDE OUTLET TEE HORIZONTAL SEWER MAIN SEWER MAIN 6" MIN. CONCRETE BLOCKING ANGLE OF TEE AT MAIN OVER 25 TYPICAL SIDE SEWER ELEVATION STANDARD SIDE SEWER INSTALLATION ELEVATION (SEWER MAIN TO PROPERTY LINE) NOTE: y p ADOPTED UNLESS OTHERWISE SHOWN ON PLAN, SIDE SEWER SHALL HAVE A MINIMUM 2.5, COVER AT PROPERTY + CITY OF RENTON ♦ LINE OR 3-5' LOWER THAN THE LOWEST HOUSE ELEVATION, WHICHEVER IS LOWER. STANDARD PLANS N LST DATE: 12/96 CALL 48 HOURS BEFORE YOU DIG 1-800-424-5555 NO. I REVISION S -3 4 46; 0 DWG. NAME: BR39 SP PAGE: B078 AssociATE& m.Lc 3222 WL RNI0 A PROJECT MMOEMW SjDNAL ,it 116& 705 SOUTH 9TH STREET Bux (253) 272-4451 SUITE #303 Far (253) 272-4495 EXPIRES 09/20/08 TAOC)MA, WA 9840 bwbwa*lftw.cm Cl TY OF RENTON DEPARTMENT OF PUBLIC WORKS BECLAN PLACE SANITARY SEWER NOTES AND DETAILS J DESIGNED: BAS DATE: 04/14/08 FILE NAME: 05067-C21 I DRAWN: TAS CHECKED: BAS SCALE: AS SHOWN FIELD BOOK: PAGE: BY APPR. DATE APPROVED: SHEET: C-22 OF: 2�� 1 DIRECTOR OF PUBLIC WORKS is 0 U - I moso °W N po M 00 W N N \ U U D% 3Q 1 I o� �- °- N 5 1 o °z LCi I d O Z Z C) �U 9 a o 0 - I moso 41 J � O � a c O E� ~ ry�yaa 0 o � a m c j c v 0 m� �.1 xt q z Z Z Z O 11 w :j 0- �N °W N W W w 0 N ~ O Z W LLJ --� � U 1= D% 3Q 1 16 LF 12"0 CPEP @ 0.50% W SURFACE 0 ® 3 °- o 5 1 130 LF 12 "0 CPEP @ 0.50% C ::D Z 0_ U Q W Q7 1 J IE= 415.47 6 "0 IN (E) 100 LF 12"0 CPEP @ 7.00% I IE= 414.97 12.0 OUT (S) F- ;��, m O ® 1 126 LF 12"0 CPEP @ 5.22% C CB 10B TYPE 1 O O 10 7 75 LF 12"0 CPEP @ 2.13% R U li w 140 LF 12 "0 CPEP @ 1.04% RIM 4 0 a CL D V_ W - 11 7 79 LF 12 "0 CPEP @ 1.85% R W 12 1 120 LF 12 "0 CPEP @ 5.40% I a a 12A 6 rc>n- 41 J � O � a c O E� ~ ry�yaa 0 o � a m c j c v 0 m� �.1 xt q z Z Z Z O 11 w :j 0- �N z O ) > W ry �z O Z U- STORM DRAINAGE PIPE TABLE p °W N W W w 0 N ~ O ) om W U V 8 d' IL % 20 LF PERF. 6 " � 10 LF 12"0 CPEP @ 1.00% P D% 3Q 1 16 LF 12"0 CPEP @ 0.50% W SURFACE 0 ® 3 36 LF 12 "0 CPEP @ 17.69% C_ 5 1 130 LF 12 "0 CPEP @ 0.50% C CB 13, TYPE 1 STA: 40 +29.54, 0.68 LT 166 LF 12"0 CPEP @ 4.14% I 0_ IE= 414.97 12.0 IN (N) Q7 1 Q IE= 415.47 6 "0 IN (E) 100 LF 12"0 CPEP @ 7.00% I IE= 414.97 12.0 OUT (S) W ® 1 126 LF 12"0 CPEP @ 5.22% C CB 10B TYPE 1 STA: 27 +56.80, 18.58 RT 10 7 75 LF 12"0 CPEP @ 2.13% R Q 10A 1 140 LF 12 "0 CPEP @ 1.04% RIM 4 1 DB 7 D V_ W - 11 7 79 LF 12 "0 CPEP @ 1.85% R STA: 1 +05.00, 5.00' RT 12 1 120 LF 12 "0 CPEP @ 5.40% I IE = 408.92 8" 0 IN (E) 12A 6 rc>n- x Iw STA: 2 13 5 58 LF 12 "0 CPEP @ 1.87% R 26 +80.00, 19.22' RT 13A 3 35 LF 12 "0 CPEP @ 1.77% I IE= 413.00 12.0 IN (N) L IE= 4 "0 C 413.50 6'0 IN (E) Lu 136 9 z O ) > W ry �z O Z U- STORM DRAINAGE PIPE TABLE p 1Q 9 93 LF 12"0 CPEP @ 0.75% J p 20 LF PERF. 6 " � 10 LF 12"0 CPEP @ 1.00% P PVC LAID ON THE 3Q 1 16 LF 12"0 CPEP @ 0.50% W SURFACE 0 ® 3 36 LF 12 "0 CPEP @ 17.69% 5 1 130 LF 12 "0 CPEP @ 0.50% C CB 13, TYPE 1 STA: 40 +29.54, 0.68 LT 166 LF 12"0 CPEP @ 4.14% I RIM= 419.19 IE= 414.97 12.0 IN (N) Q7 1 166 LF 12 "0 CPEP @ 1.747. I IE= 415.47 6 "0 IN (E) 100 LF 12"0 CPEP @ 7.00% I IE= 414.97 12.0 OUT (S) ® 1 126 LF 12"0 CPEP @ 5.22% C CB 10B TYPE 1 STA: 27 +56.80, 18.58 RT 10 7 75 LF 12"0 CPEP @ 2.13% R 417.49 2 10A 1 140 LF 12 "0 CPEP @ 1.04% RIM 4 1 DB 7 77 LF 12 "0 CPEP @ 0.64% S " - 11 7 79 LF 12 "0 CPEP @ 1.85% R STA: 1 +05.00, 5.00' RT 12 1 120 LF 12 "0 CPEP @ 5.40% I IE = 408.92 8" 0 IN (E) 12A 6 67 LF 12"0 CPEP @ 4.00% C CB 10A TYPE 1 I Iw STA: 2 13 5 58 LF 12 "0 CPEP @ 1.87% R 26 +80.00, 19.22' RT 13A 3 35 LF 12 "0 CPEP @ 1.77% I IE= 413.00 12.0 IN (N) L IE= 4 "0 C 413.50 6'0 IN (E) Lu 136 9 96 LF 12 " IE= 413.00 12 " 14 7 73 LF 12"0 CPEP @ 0.50% C CB 11, TYPE 1 -L _ _ 15 3 30 LF 12 "0 CPEP @ 0.50% R STA: 2 +66.56, 15.22' RT 16 7 77 LF 12 "0 CPEP @ 1.75% I IE= 414.00 12 "0 IN (NE) 17 5 55 LF 12"0 CPEP @ 2.73% C CB 10 TYPE 1 18 3 30 LF 12 "0 CPEP @ 0.50% R STA: 25 +40.00, 19.22' RT 0 19 1 130 LF 12 "0 CPEP @ 0.50% I IE= 411.55 12 " Q 1 134 LF 12 "0 CPEP @ 2.71% _ _ _ IE= 411.55 12 "� OUT (S� 21 1 192 LF 12"0 CPEP @ 2.68% - - - 104 LF 12 "0 CPEP @ 1.52% 23 1 138 LF 12"0 CPEP @ 2.01% S SSMH TYPE 1 48 "0 RIM= 415.60 w /SOLID LOCKING LI IE = 407.89 8 "0 IN (N) 1 1 IE = 407.89 6 "0 IN (E) I I 1 1 IE = 407.89 8 "0 OUT (S) + + C S E E R PIPE' T A L S CB #9, TYPE 1 RIM= 412.92 0 2 207 LF 8 "0 PVC SDR35 D3034 @ 0.50% I IE= 409.96 12 "0 IN (N) < 1 114 LF TO PVC SDR35 D3034 @ 0.50% C �a�s ,a> 1 153 LF TO PVC SDR35 D3034 @ 0.50% S CBA TYPE 2. 48-0 I- " w w/ SOLID LOCKING LID I I I I i 0 1 197 LF 8 ' sn PVC SDR35 03034 @ 5.93% R IN THE CONCEPTUAL WATER DISTRIBUATTON 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. i '17" D 126" Mo le" C: �I16" Hem JOB] 11111111��Iii 1111 111 illprr T JM I IN IN m CITY OF ENTON, KING COUNTY, WASHINGTON y . *> N 88°2 '14" W 259.24' Loa� Fn. 5' Chain Li Fence � 12" Maple RD 1 opl 51 Qi/ Q edar V V I i E I� 15" ce F =3.5 I' - 24 Ti A J wuPie 3A" =ple JJ i g l ti 3 ,eda `\ 381 Ced r 31 28 C', ar �\ / FF= 422.5 / RD 1 ,c 3)° SS SSMH #15, TYPE 1 48.0 Ceao RD ; STA: 2 +31.51_58.50' LT k 29 i M= I\419.73 w /SOLID LC FF= 422 " Jin wapl . " ,pie Ll I = 413.06 8 0 j S / It _ 0! E41 A STA :' 2 +19.3 67, RIMX- 419:0 w/ OC N \ 409.59 lE 1 409. .8' 4 OUT iWl_ ISS (10' PUBLIC STORM; DRAIN, f I" I FF= 418.5 RD / f 1\ � FF= 417 III STA \3 +46.Od, 13.22'RT RIM = 417.62 IE= 412.54 1 "0_IN-(N -} (E� 412.54 1 "0 IN (E) IE= 12.54 1 "O OUT(S) GB#1 . TYPE t. 48 "0 STA/ 30+ k 4 w/� So NG LID RIM= 417.JI 1 - 409.86 "0N (NE; IE= 410.36 0 (IN (N-Y C- 0 c Lo o pa \ 0.- PUBLIC- STORM DRAINAGE EASEMENT I ---- der , \ - - - -- D_ - 426 �\ N 88 °23'14" W �j 342.00' i 420- - 5' W d Fence 424 Wood W I T�fPE�I J k_ 4+14.89 5 22' L� I STA: 4 +91.94, 15. 'LT STA: 5 +47.00, 15.22' URBIiRU GATE 19 ( RIM = X418.25 ( _ IM= 419.91 �" IM= 417.06 I IE= 41425 12 "4r IN, ) � 4" \da e IE= 415.75 1210 IN (E €- Mi2.90 12,110 IN (E I IE= 414.5 12 "0 IN ) ` �- IE= 416.25 6 "� IN (N) concrete IE= 412.90 12,E IN (5� IE= 414.25 12 "0 OU�` (W) I = 415.75 17� 0 OUT S o= M IE= 412.90 1210 OUT (IW I 2 23 20 420.5 FF= 422 \ FF� 424 FF= �26 , 1 RD _i _ Iss SS RDv R �� SS _ �� J A S� ww - - M m w I EX. SSMH ±432.1 CHAN. = ±420.8 8'0 IN (S) Lo w I 3 IE CA CHAN. = ±420.8 8 "0, OUT (N) a Gr� el v� 9 _ B 0 Nemlocd _ RD RD SS° - - RD SS SS - 15 TYPE j, 1' 0#18, TYPE 1 SSMH , TYPE 1 0 STA: -1,4 %15'22' Rl'I STA: 5-F47:0 15.22' I STA: 3.60, 5. 0' RT 1 PRtGA UTILITI EASEMENT, CURB THRU GRATE RIM= 419.91 IM= 423. 5 w/S LI LOC "iNC uo �21M= 417.06 �' I IE 416.41 6 IN (S) IE - 4415.04 6 "4 I X) \ N IE= 413.56 IN (�� IE= 415.91 12 OUT JN IE = 41.9..91 8-0-0 fE= 03 12 "0 OU i (N _J \ RD FF= 427: SSMH , TYPE_ 1,A,4,870 ( ^ ^_ } STA: 3 +70.20 10:,04' `R / _ \ RIM= 417.50 /SO IDS L C ING LID 1 VE = 410.59 6p4 It (W FF= 421 FF= 423 �= 425 I� = 410.4tb IN \(E _� I IE = 410.4 i9 "b OUT � 0 I 422.._._`\ 424 �� t Fr---419.5 FF= 419.5 /fr= 4ia I CB , TYPE 2, 48 "0 / STA 33 +02.79 I `- SOLID LOCKING LID 8 w��RIM= 410.20 \. IE= 396.38 12 "0 IN (N) / c IE= 396.38 12 "1b IN ) IE= 396.38 12 "0 OUT ) 8 10 9 FF= 417 FF= 415 I FF= 416 I I I I I RD 14 -____ _ _ T> /10' PRIVATE UTIJ ES EASEMENT - SS - -5S RO - 416 - - - 4 a ° a 29 IE =405.6 - CB 1, TYPE 21 48 "� CB , TYPE 2, 48 °0 W STA: 7 +99.94, 23.50' LT STA: 8 +10.05, 15.22' LT SOLID LOCKING LID RIM= 410.48 RIM= 410.42 IE= 402.75 12 "4 IN (E) J IE= 398.85 12-0 IN (N) N - IE- 402.75 12-0 IN (W) a. IE= 398.85 12 "0 OUT (W) IE= 402.75 12 "0 OUT (N) CB 2, TYPE 2, 48 "0 (( STA: 7 +06.60, 23.50' LT SOLD LOCKING LID RIM= 408.50 IE= 398.15 12 "4 IN (E) IE= 398.15 12 "0 OUT (S) 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 88 RD F 1= `4426.5 E� ONP e qua \ i 10' PRIVATE STORM DRAINAGE SEMENT I � 7 RD FF= 425 __..,_� 1 \ - 424 418 FF= 419 FF= 420 I \ CEMENT CONCRETI CURB GUTittR & SIDEWP�K, - SEE DETAIL SHTS tC -11 & �` I p FF= 423.5 C -13 \ - - -- - SS Ste' _ SSRD e - w w 4 yC LIB Vim' �CC , !,IE =415.1 1 cv _ 1z„ Si IE =411, oHP =412.2 '" s a - 11.3 ca i Y, IE 413.3 oHC oHP CB TYPE 1 5 .aoo� ; nc =414.5 - cn rf c F.iv Ltr:x Fr c STA: 9 +76.36, 15.22' LT RIM= 413.63 0 - '' CB 7, TYPE 1 ! IE= 409.62 12 "0 IN (E) STA: 11 +67.68, 15.22' LT 416.92 = SSMH 7, TYPE 1 48 °0 IE= 409.62 12 "� OUT (W) RIM " STA: 23 +28.39, 5.00' LT f� SSMH IE= 413.42 6.0 IN (W) � RIM= 420.19 w /SOLID LOCKING LID STA; 9-(-11.55; 5.00= LT IE= 412.92 12 "0 IN (E) IE = 412.10 8 "4 IN (N) ?<1 = 412,60 IE= 412.92 12-0 OUT (W) IE = 412.00 8 "0 OUT (W) IE = 405.70 8 "0 IN (E) IE = 405.83 6"O IN (N) IE = 405.83 6 "0 IN (NW) EXST CB 1E = 405.60 8% OUT (S) RIM= 418.9 IE= 417.6 12" CONC IN (N) IE= 417.4 12" CONIC OUT (S) O TRB IE CA. CHAN. = ±422.6 8"0 IN (E) IE CA CHAN. = ±422.6 8 "0 OUT (N) N 3 \ CB 21, TYPE 1 �3o STA: 26 +68.33, 17.22' LT RIM= 428.72 IE= 424.71 12 "0 IN (N) \I i IE= 424.71 12 "0 OUT (S) I EAST CB RIM= 428.6 IE= 4251 12" CONIC OUT (S) I 3 d I I- EXST CB RIM= 426.5 IE= 422.1 12" CONC IN (N) !E= 422.0 12" CONC OUT (S) Gr 7 s: As halt SSMH , TYPE 1 48 "0 I� STA: 25 +65.39, 5.00' LT RIM= 426.25 w /SOLID LOCKING LID L - -__ 4.25 IE = 418.00 8 "0 OUT (W) CB 20, TYPE 1 STA: 24+76.03, 17.22' LT RIM= 423.50 IE= 419.59 12 "0 IN (N) IA`s alt IE= 419.59 12 "0 OUT (S) I I8I / EXST CB 0' I RIM= 423.1 I I ph It IE= 420.6 12" CON' IN (N) IE= 420.6 12" CONC OUT (S) CB 19, TYPE 1 -L STA: 23 +42.22, 22.07' LT (� r el RIM= 419.70 a IE= 415.96 12 "0 IN (N) IE= 417.7 EX. 12 "0 OUT (S) EXST CB RIM= 419.7 3 I ( IE= 417.4 12" CONC IN (N) I IE= 417.4 12" CONC IN (E) IE= 417.2 18" CONC OUT (S) Viz! - - --- x - -- 3+0 Q e - N N D W M r I EXST CB _ I I ( N RIM= 419.4 I I� iE= 416.7 18" CONC IN (N) F I IL= 416.9 12" GONG IN (E) IIE= 416.8 12" CONC OUT (S) w r.XS T SDMH CIS RIM= 420.2 iE= 407.8 36" IP IN (E) IE= 407.7 36" IP OUT (S) w GRAPHIC SCALE 50 0 25 50 100 ( IN FEET ) 1 inch = 50 ft. LEGEND FOUND SECTION CORNER AS NOTED HEREON. wrQag FOUND QUARTER CORNER AS NOTED HEREON. HORIZONTAL CONTROL w NO. I REVISION CD -�` AiF4 ScHwma, & AS50CI m, N..Lc 32223 � rsT ti� CM ENQMMG A :PROJECT MANAGENIM SOUTH 9TH STREET Bus (253) 272 -4451 SUITE #303 Fax. (253) 272 -4495 EXPIRES 09/20/08 TACOMA, WA 98405 bschweiklAnsn.com CI TY uI- REIN TON DEPARTMENT OF PUBLIC WORKS BECLAN PLACE COMPOSITE UTILITIES & HORIZONTAL CONTROL PLAN DESIGNED: BAS DATE: 04/14/08 FILE NAME: 05057 -C23 DRAWN: TAS CHECKED: BAS SCALE: 1" = 50' FIELD BOOK: PAGE: BY APPR. DATE APPROVED: SHEET: C -23 OF: 23 DIRECTOR OF PUBLIC WORKS. M m w I EX. SSMH ±432.1 CHAN. = ±420.8 8'0 IN (S) Lo w I 3 IE CA CHAN. = ±420.8 8 "0, OUT (N) a Gr� el v� 9 _ B 0 Nemlocd _ RD RD SS° - - RD SS SS - 15 TYPE j, 1' 0#18, TYPE 1 SSMH , TYPE 1 0 STA: -1,4 %15'22' Rl'I STA: 5-F47:0 15.22' I STA: 3.60, 5. 0' RT 1 PRtGA UTILITI EASEMENT, CURB THRU GRATE RIM= 419.91 IM= 423. 5 w/S LI LOC "iNC uo �21M= 417.06 �' I IE 416.41 6 IN (S) IE - 4415.04 6 "4 I X) \ N IE= 413.56 IN (�� IE= 415.91 12 OUT JN IE = 41.9..91 8-0-0 fE= 03 12 "0 OU i (N _J \ RD FF= 427: SSMH , TYPE_ 1,A,4,870 ( ^ ^_ } STA: 3 +70.20 10:,04' `R / _ \ RIM= 417.50 /SO IDS L C ING LID 1 VE = 410.59 6p4 It (W FF= 421 FF= 423 �= 425 I� = 410.4tb IN \(E _� I IE = 410.4 i9 "b OUT � 0 I 422.._._`\ 424 �� t Fr---419.5 FF= 419.5 /fr= 4ia I CB , TYPE 2, 48 "0 / STA 33 +02.79 I `- SOLID LOCKING LID 8 w��RIM= 410.20 \. IE= 396.38 12 "0 IN (N) / c IE= 396.38 12 "1b IN ) IE= 396.38 12 "0 OUT ) 8 10 9 FF= 417 FF= 415 I FF= 416 I I I I I RD 14 -____ _ _ T> /10' PRIVATE UTIJ ES EASEMENT - SS - -5S RO - 416 - - - 4 a ° a 29 IE =405.6 - CB 1, TYPE 21 48 "� CB , TYPE 2, 48 °0 W STA: 7 +99.94, 23.50' LT STA: 8 +10.05, 15.22' LT SOLID LOCKING LID RIM= 410.48 RIM= 410.42 IE= 402.75 12 "4 IN (E) J IE= 398.85 12-0 IN (N) N - IE- 402.75 12-0 IN (W) a. IE= 398.85 12 "0 OUT (W) IE= 402.75 12 "0 OUT (N) CB 2, TYPE 2, 48 "0 (( STA: 7 +06.60, 23.50' LT SOLD LOCKING LID RIM= 408.50 IE= 398.15 12 "4 IN (E) IE= 398.15 12 "0 OUT (S) 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 88 RD F 1= `4426.5 E� ONP e qua \ i 10' PRIVATE STORM DRAINAGE SEMENT I � 7 RD FF= 425 __..,_� 1 \ - 424 418 FF= 419 FF= 420 I \ CEMENT CONCRETI CURB GUTittR & SIDEWP�K, - SEE DETAIL SHTS tC -11 & �` I p FF= 423.5 C -13 \ - - -- - SS Ste' _ SSRD e - w w 4 yC LIB Vim' �CC , !,IE =415.1 1 cv _ 1z„ Si IE =411, oHP =412.2 '" s a - 11.3 ca i Y, IE 413.3 oHC oHP CB TYPE 1 5 .aoo� ; nc =414.5 - cn rf c F.iv Ltr:x Fr c STA: 9 +76.36, 15.22' LT RIM= 413.63 0 - '' CB 7, TYPE 1 ! IE= 409.62 12 "0 IN (E) STA: 11 +67.68, 15.22' LT 416.92 = SSMH 7, TYPE 1 48 °0 IE= 409.62 12 "� OUT (W) RIM " STA: 23 +28.39, 5.00' LT f� SSMH IE= 413.42 6.0 IN (W) � RIM= 420.19 w /SOLID LOCKING LID STA; 9-(-11.55; 5.00= LT IE= 412.92 12 "0 IN (E) IE = 412.10 8 "4 IN (N) ?<1 = 412,60 IE= 412.92 12-0 OUT (W) IE = 412.00 8 "0 OUT (W) IE = 405.70 8 "0 IN (E) IE = 405.83 6"O IN (N) IE = 405.83 6 "0 IN (NW) EXST CB 1E = 405.60 8% OUT (S) RIM= 418.9 IE= 417.6 12" CONC IN (N) IE= 417.4 12" CONIC OUT (S) O TRB IE CA. CHAN. = ±422.6 8"0 IN (E) IE CA CHAN. = ±422.6 8 "0 OUT (N) N 3 \ CB 21, TYPE 1 �3o STA: 26 +68.33, 17.22' LT RIM= 428.72 IE= 424.71 12 "0 IN (N) \I i IE= 424.71 12 "0 OUT (S) I EAST CB RIM= 428.6 IE= 4251 12" CONIC OUT (S) I 3 d I I- EXST CB RIM= 426.5 IE= 422.1 12" CONC IN (N) !E= 422.0 12" CONC OUT (S) Gr 7 s: As halt SSMH , TYPE 1 48 "0 I� STA: 25 +65.39, 5.00' LT RIM= 426.25 w /SOLID LOCKING LID L - -__ 4.25 IE = 418.00 8 "0 OUT (W) CB 20, TYPE 1 STA: 24+76.03, 17.22' LT RIM= 423.50 IE= 419.59 12 "0 IN (N) IA`s alt IE= 419.59 12 "0 OUT (S) I I8I / EXST CB 0' I RIM= 423.1 I I ph It IE= 420.6 12" CON' IN (N) IE= 420.6 12" CONC OUT (S) CB 19, TYPE 1 -L STA: 23 +42.22, 22.07' LT (� r el RIM= 419.70 a IE= 415.96 12 "0 IN (N) IE= 417.7 EX. 12 "0 OUT (S) EXST CB RIM= 419.7 3 I ( IE= 417.4 12" CONC IN (N) I IE= 417.4 12" CONC IN (E) IE= 417.2 18" CONC OUT (S) Viz! - - --- x - -- 3+0 Q e - N N D W M r I EXST CB _ I I ( N RIM= 419.4 I I� iE= 416.7 18" CONC IN (N) F I IL= 416.9 12" GONG IN (E) IIE= 416.8 12" CONC OUT (S) w r.XS T SDMH CIS RIM= 420.2 iE= 407.8 36" IP IN (E) IE= 407.7 36" IP OUT (S) w GRAPHIC SCALE 50 0 25 50 100 ( IN FEET ) 1 inch = 50 ft. LEGEND FOUND SECTION CORNER AS NOTED HEREON. wrQag FOUND QUARTER CORNER AS NOTED HEREON. HORIZONTAL CONTROL w NO. I REVISION CD -�` AiF4 ScHwma, & AS50CI m, N..Lc 32223 � rsT ti� CM ENQMMG A :PROJECT MANAGENIM SOUTH 9TH STREET Bus (253) 272 -4451 SUITE #303 Fax. (253) 272 -4495 EXPIRES 09/20/08 TACOMA, WA 98405 bschweiklAnsn.com CI TY uI- REIN TON DEPARTMENT OF PUBLIC WORKS BECLAN PLACE COMPOSITE UTILITIES & HORIZONTAL CONTROL PLAN DESIGNED: BAS DATE: 04/14/08 FILE NAME: 05057 -C23 DRAWN: TAS CHECKED: BAS SCALE: 1" = 50' FIELD BOOK: PAGE: BY APPR. DATE APPROVED: SHEET: C -23 OF: 23 DIRECTOR OF PUBLIC WORKS. IE =405.6 - CB 1, TYPE 21 48 "� CB , TYPE 2, 48 °0 W STA: 7 +99.94, 23.50' LT STA: 8 +10.05, 15.22' LT SOLID LOCKING LID RIM= 410.48 RIM= 410.42 IE= 402.75 12 "4 IN (E) J IE= 398.85 12-0 IN (N) N - IE- 402.75 12-0 IN (W) a. IE= 398.85 12 "0 OUT (W) IE= 402.75 12 "0 OUT (N) CB 2, TYPE 2, 48 "0 (( STA: 7 +06.60, 23.50' LT SOLD LOCKING LID RIM= 408.50 IE= 398.15 12 "4 IN (E) IE= 398.15 12 "0 OUT (S) 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 88 RD F 1= `4426.5 E� ONP e qua \ i 10' PRIVATE STORM DRAINAGE SEMENT I � 7 RD FF= 425 __..,_� 1 \ - 424 418 FF= 419 FF= 420 I \ CEMENT CONCRETI CURB GUTittR & SIDEWP�K, - SEE DETAIL SHTS tC -11 & �` I p FF= 423.5 C -13 \ - - -- - SS Ste' _ SSRD e - w w 4 yC LIB Vim' �CC , !,IE =415.1 1 cv _ 1z„ Si IE =411, oHP =412.2 '" s a - 11.3 ca i Y, IE 413.3 oHC oHP CB TYPE 1 5 .aoo� ; nc =414.5 - cn rf c F.iv Ltr:x Fr c STA: 9 +76.36, 15.22' LT RIM= 413.63 0 - '' CB 7, TYPE 1 ! IE= 409.62 12 "0 IN (E) STA: 11 +67.68, 15.22' LT 416.92 = SSMH 7, TYPE 1 48 °0 IE= 409.62 12 "� OUT (W) RIM " STA: 23 +28.39, 5.00' LT f� SSMH IE= 413.42 6.0 IN (W) � RIM= 420.19 w /SOLID LOCKING LID STA; 9-(-11.55; 5.00= LT IE= 412.92 12 "0 IN (E) IE = 412.10 8 "4 IN (N) ?<1 = 412,60 IE= 412.92 12-0 OUT (W) IE = 412.00 8 "0 OUT (W) IE = 405.70 8 "0 IN (E) IE = 405.83 6"O IN (N) IE = 405.83 6 "0 IN (NW) EXST CB 1E = 405.60 8% OUT (S) RIM= 418.9 IE= 417.6 12" CONC IN (N) IE= 417.4 12" CONIC OUT (S) O TRB IE CA. CHAN. = ±422.6 8"0 IN (E) IE CA CHAN. = ±422.6 8 "0 OUT (N) N 3 \ CB 21, TYPE 1 �3o STA: 26 +68.33, 17.22' LT RIM= 428.72 IE= 424.71 12 "0 IN (N) \I i IE= 424.71 12 "0 OUT (S) I EAST CB RIM= 428.6 IE= 4251 12" CONIC OUT (S) I 3 d I I- EXST CB RIM= 426.5 IE= 422.1 12" CONC IN (N) !E= 422.0 12" CONC OUT (S) Gr 7 s: As halt SSMH , TYPE 1 48 "0 I� STA: 25 +65.39, 5.00' LT RIM= 426.25 w /SOLID LOCKING LID L - -__ 4.25 IE = 418.00 8 "0 OUT (W) CB 20, TYPE 1 STA: 24+76.03, 17.22' LT RIM= 423.50 IE= 419.59 12 "0 IN (N) IA`s alt IE= 419.59 12 "0 OUT (S) I I8I / EXST CB 0' I RIM= 423.1 I I ph It IE= 420.6 12" CON' IN (N) IE= 420.6 12" CONC OUT (S) CB 19, TYPE 1 -L STA: 23 +42.22, 22.07' LT (� r el RIM= 419.70 a IE= 415.96 12 "0 IN (N) IE= 417.7 EX. 12 "0 OUT (S) EXST CB RIM= 419.7 3 I ( IE= 417.4 12" CONC IN (N) I IE= 417.4 12" CONC IN (E) IE= 417.2 18" CONC OUT (S) Viz! - - --- x - -- 3+0 Q e - N N D W M r I EXST CB _ I I ( N RIM= 419.4 I I� iE= 416.7 18" CONC IN (N) F I IL= 416.9 12" GONG IN (E) IIE= 416.8 12" CONC OUT (S) w r.XS T SDMH CIS RIM= 420.2 iE= 407.8 36" IP IN (E) IE= 407.7 36" IP OUT (S) w GRAPHIC SCALE 50 0 25 50 100 ( IN FEET ) 1 inch = 50 ft. LEGEND FOUND SECTION CORNER AS NOTED HEREON. wrQag FOUND QUARTER CORNER AS NOTED HEREON. HORIZONTAL CONTROL w NO. I REVISION CD -�` AiF4 ScHwma, & AS50CI m, N..Lc 32223 � rsT ti� CM ENQMMG A :PROJECT MANAGENIM SOUTH 9TH STREET Bus (253) 272 -4451 SUITE #303 Fax. (253) 272 -4495 EXPIRES 09/20/08 TACOMA, WA 98405 bschweiklAnsn.com CI TY uI- REIN TON DEPARTMENT OF PUBLIC WORKS BECLAN PLACE COMPOSITE UTILITIES & HORIZONTAL CONTROL PLAN DESIGNED: BAS DATE: 04/14/08 FILE NAME: 05057 -C23 DRAWN: TAS CHECKED: BAS SCALE: 1" = 50' FIELD BOOK: PAGE: BY APPR. DATE APPROVED: SHEET: C -23 OF: 23 DIRECTOR OF PUBLIC WORKS. 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 88 RD F 1= `4426.5 E� ONP e qua \ i 10' PRIVATE STORM DRAINAGE SEMENT I � 7 RD FF= 425 __..,_� 1 \ - 424 418 FF= 419 FF= 420 I \ CEMENT CONCRETI CURB GUTittR & SIDEWP�K, - SEE DETAIL SHTS tC -11 & �` I p FF= 423.5 C -13 \ - - -- - SS Ste' _ SSRD e - w w 4 yC LIB Vim' �CC , !,IE =415.1 1 cv _ 1z„ Si IE =411, oHP =412.2 '" s a - 11.3 ca i Y, IE 413.3 oHC oHP CB TYPE 1 5 .aoo� ; nc =414.5 - cn rf c F.iv Ltr:x Fr c STA: 9 +76.36, 15.22' LT RIM= 413.63 0 - '' CB 7, TYPE 1 ! IE= 409.62 12 "0 IN (E) STA: 11 +67.68, 15.22' LT 416.92 = SSMH 7, TYPE 1 48 °0 IE= 409.62 12 "� OUT (W) RIM " STA: 23 +28.39, 5.00' LT f� SSMH IE= 413.42 6.0 IN (W) � RIM= 420.19 w /SOLID LOCKING LID STA; 9-(-11.55; 5.00= LT IE= 412.92 12 "0 IN (E) IE = 412.10 8 "4 IN (N) ?<1 = 412,60 IE= 412.92 12-0 OUT (W) IE = 412.00 8 "0 OUT (W) IE = 405.70 8 "0 IN (E) IE = 405.83 6"O IN (N) IE = 405.83 6 "0 IN (NW) EXST CB 1E = 405.60 8% OUT (S) RIM= 418.9 IE= 417.6 12" CONC IN (N) IE= 417.4 12" CONIC OUT (S) O TRB IE CA. CHAN. = ±422.6 8"0 IN (E) IE CA CHAN. = ±422.6 8 "0 OUT (N) N 3 \ CB 21, TYPE 1 �3o STA: 26 +68.33, 17.22' LT RIM= 428.72 IE= 424.71 12 "0 IN (N) \I i IE= 424.71 12 "0 OUT (S) I EAST CB RIM= 428.6 IE= 4251 12" CONIC OUT (S) I 3 d I I- EXST CB RIM= 426.5 IE= 422.1 12" CONC IN (N) !E= 422.0 12" CONC OUT (S) Gr 7 s: As halt SSMH , TYPE 1 48 "0 I� STA: 25 +65.39, 5.00' LT RIM= 426.25 w /SOLID LOCKING LID L - -__ 4.25 IE = 418.00 8 "0 OUT (W) CB 20, TYPE 1 STA: 24+76.03, 17.22' LT RIM= 423.50 IE= 419.59 12 "0 IN (N) IA`s alt IE= 419.59 12 "0 OUT (S) I I8I / EXST CB 0' I RIM= 423.1 I I ph It IE= 420.6 12" CON' IN (N) IE= 420.6 12" CONC OUT (S) CB 19, TYPE 1 -L STA: 23 +42.22, 22.07' LT (� r el RIM= 419.70 a IE= 415.96 12 "0 IN (N) IE= 417.7 EX. 12 "0 OUT (S) EXST CB RIM= 419.7 3 I ( IE= 417.4 12" CONC IN (N) I IE= 417.4 12" CONC IN (E) IE= 417.2 18" CONC OUT (S) Viz! - - --- x - -- 3+0 Q e - N N D W M r I EXST CB _ I I ( N RIM= 419.4 I I� iE= 416.7 18" CONC IN (N) F I IL= 416.9 12" GONG IN (E) IIE= 416.8 12" CONC OUT (S) w r.XS T SDMH CIS RIM= 420.2 iE= 407.8 36" IP IN (E) IE= 407.7 36" IP OUT (S) w GRAPHIC SCALE 50 0 25 50 100 ( IN FEET ) 1 inch = 50 ft. LEGEND FOUND SECTION CORNER AS NOTED HEREON. wrQag FOUND QUARTER CORNER AS NOTED HEREON. HORIZONTAL CONTROL w NO. I REVISION CD -�` AiF4 ScHwma, & AS50CI m, N..Lc 32223 � rsT ti� CM ENQMMG A :PROJECT MANAGENIM SOUTH 9TH STREET Bus (253) 272 -4451 SUITE #303 Fax. (253) 272 -4495 EXPIRES 09/20/08 TACOMA, WA 98405 bschweiklAnsn.com CI TY uI- REIN TON DEPARTMENT OF PUBLIC WORKS BECLAN PLACE COMPOSITE UTILITIES & HORIZONTAL CONTROL PLAN DESIGNED: BAS DATE: 04/14/08 FILE NAME: 05057 -C23 DRAWN: TAS CHECKED: BAS SCALE: 1" = 50' FIELD BOOK: PAGE: BY APPR. DATE APPROVED: SHEET: C -23 OF: 23 DIRECTOR OF PUBLIC WORKS. O TRB IE CA. CHAN. = ±422.6 8"0 IN (E) IE CA CHAN. = ±422.6 8 "0 OUT (N) N 3 \ CB 21, TYPE 1 �3o STA: 26 +68.33, 17.22' LT RIM= 428.72 IE= 424.71 12 "0 IN (N) \I i IE= 424.71 12 "0 OUT (S) I EAST CB RIM= 428.6 IE= 4251 12" CONIC OUT (S) I 3 d I I- EXST CB RIM= 426.5 IE= 422.1 12" CONC IN (N) !E= 422.0 12" CONC OUT (S) Gr 7 s: As halt SSMH , TYPE 1 48 "0 I� STA: 25 +65.39, 5.00' LT RIM= 426.25 w /SOLID LOCKING LID L - -__ 4.25 IE = 418.00 8 "0 OUT (W) CB 20, TYPE 1 STA: 24+76.03, 17.22' LT RIM= 423.50 IE= 419.59 12 "0 IN (N) IA`s alt IE= 419.59 12 "0 OUT (S) I I8I / EXST CB 0' I RIM= 423.1 I I ph It IE= 420.6 12" CON' IN (N) IE= 420.6 12" CONC OUT (S) CB 19, TYPE 1 -L STA: 23 +42.22, 22.07' LT (� r el RIM= 419.70 a IE= 415.96 12 "0 IN (N) IE= 417.7 EX. 12 "0 OUT (S) EXST CB RIM= 419.7 3 I ( IE= 417.4 12" CONC IN (N) I IE= 417.4 12" CONC IN (E) IE= 417.2 18" CONC OUT (S) Viz! - - --- x - -- 3+0 Q e - N N D W M r I EXST CB _ I I ( N RIM= 419.4 I I� iE= 416.7 18" CONC IN (N) F I IL= 416.9 12" GONG IN (E) IIE= 416.8 12" CONC OUT (S) w r.XS T SDMH CIS RIM= 420.2 iE= 407.8 36" IP IN (E) IE= 407.7 36" IP OUT (S) w GRAPHIC SCALE 50 0 25 50 100 ( IN FEET ) 1 inch = 50 ft. LEGEND FOUND SECTION CORNER AS NOTED HEREON. wrQag FOUND QUARTER CORNER AS NOTED HEREON. HORIZONTAL CONTROL w NO. I REVISION CD -�` AiF4 ScHwma, & AS50CI m, N..Lc 32223 � rsT ti� CM ENQMMG A :PROJECT MANAGENIM SOUTH 9TH STREET Bus (253) 272 -4451 SUITE #303 Fax. (253) 272 -4495 EXPIRES 09/20/08 TACOMA, WA 98405 bschweiklAnsn.com CI TY uI- REIN TON DEPARTMENT OF PUBLIC WORKS BECLAN PLACE COMPOSITE UTILITIES & HORIZONTAL CONTROL PLAN DESIGNED: BAS DATE: 04/14/08 FILE NAME: 05057 -C23 DRAWN: TAS CHECKED: BAS SCALE: 1" = 50' FIELD BOOK: PAGE: BY APPR. DATE APPROVED: SHEET: C -23 OF: 23 DIRECTOR OF PUBLIC WORKS. w GRAPHIC SCALE 50 0 25 50 100 ( IN FEET ) 1 inch = 50 ft. LEGEND FOUND SECTION CORNER AS NOTED HEREON. wrQag FOUND QUARTER CORNER AS NOTED HEREON. HORIZONTAL CONTROL w NO. I REVISION CD -�` AiF4 ScHwma, & AS50CI m, N..Lc 32223 � rsT ti� CM ENQMMG A :PROJECT MANAGENIM SOUTH 9TH STREET Bus (253) 272 -4451 SUITE #303 Fax. (253) 272 -4495 EXPIRES 09/20/08 TACOMA, WA 98405 bschweiklAnsn.com CI TY uI- REIN TON DEPARTMENT OF PUBLIC WORKS BECLAN PLACE COMPOSITE UTILITIES & HORIZONTAL CONTROL PLAN DESIGNED: BAS DATE: 04/14/08 FILE NAME: 05057 -C23 DRAWN: TAS CHECKED: BAS SCALE: 1" = 50' FIELD BOOK: PAGE: BY APPR. DATE APPROVED: SHEET: C -23 OF: 23 DIRECTOR OF PUBLIC WORKS. 8 ell a n 3 a b A_ M IAKA J N N A PORTION OF THE NW % OF THE � 15, TWP. 23N., RGE. 5E., W.Mw 0 p CITY OF RENTON Do WASHINGTON 1 �` / � 04 rU L3J IAKA J PLACE] - MINOR AMENDMENT A PORTION OF THE NW % OF THE � 15, TWP. 23N., RGE. 5E., W.Mw W CITY OF RENTON KING COUNTY, WASHINGTON 1 �` / � CD SSMH 6, TYPE 148'4 STA: 2 +31.51, 58.50 LT INSTALL 12 °0 CAP STA: 5 +05.85, 143.98 LT P T FF= 421.0 2 1 L zwzav _ _ goazg IE= 417.00, 17'0 12.50' PUBLIC STORM DRAINAGE EASEMENT - l U z � � n LLI W p k 1 i \ Q ood F ce Q J � C F a. of ED N . O m W LLJ ° z z�aN i i 21 1 20 U ce , W N m Z ��A.02W.687, Q V) 1 0 d 0 wz Y O C) 3 h -• U ✓[4 W a' 'v m rn c � �I 'c w o a �� a P o 4 1 +21.21, 31.23 RT +00 NF 2ND PI ACF = 0 STA: 1 +15.00, 5.DO' RT4 A40& RIM = 447:64 w /SOLID'E IE = Q8.92 8'0 IN (E) 4 IE = 488.82 8.0 OUT (S) BARRIER FREE CURB CUT SEE DETAIL SHEET C -13 3TA: 1 +45.80, 14.22 RT SANITARY SEWER STUB ENCASEMENT SANITARY SEWER STUBS FOR LOTS 23 & 24 SHALL BE ENCASED IN CONCRETE 5 EITHER SIDE OF THE CROSSING WTH THE 12 "0 WATER MAIN. 5- 344610 0 n BECLAN IAKA BECLAN PLACE] - MINOR AMENDMENT A PORTION OF THE NW % OF THE NE %4 OF SEC. 15, TWP. 23N., RGE. 5E., W.Mw D LO411N x /SOLCKING IT UD CITY OF RENTON KING COUNTY, WASHINGTON 29 ' �` / � w 30' Douglas Fl SSMH 6, TYPE 148'4 STA: 2 +31.51, 58.50 LT INSTALL 12 °0 CAP STA: 5 +05.85, 143.98 LT P T FF= 421.0 2 1 L �� _ _ RIM= 419.73 w /SOUD LOCKING UD It = 413.16 8 "0 IN (N) IE= 417.00, 17'0 12.50' PUBLIC STORM DRAINAGE EASEMENT - l 3 J It = 413.06 8'6 OUT (SW) TO THE CITY OF RENTON k 1 i \ 26 ood F ce N 88. 23'14" W 342.00' TEMPORARY 5'1 Wood C F a. 24 .'S'SMH E 1 48'0 1 1 a ° 5E N i i 21 1 20 ce , ce 14 N ��A.02W.687, STA: 4*0211 " HIGH POINT E}EV a19.00 1 LOW POINT STA 4+14.89 $ 2A0�.�0 Ci 1 FF= 423.0 FF= 424.0 I I FF= 426.0 FF= 427.0 396 CB 16, TYPE 1 B 17, TYPE 1 I O :n FOR SANITARY SEWER ASBUILT INFORMATION STA: 5 +05.85, MEN MI,°p O BARRIER FREE CURB CUT SEE SHEETS C -4 THRU C -8. N'.N". 15.22 LT 115.22 LT I I ' -___R • _ 1 +21.21, 31.23 RT +00 NF 2ND PI ACF = 0 STA: 1 +15.00, 5.DO' RT4 A40& RIM = 447:64 w /SOLID'E IE = Q8.92 8'0 IN (E) 4 IE = 488.82 8.0 OUT (S) BARRIER FREE CURB CUT SEE DETAIL SHEET C -13 3TA: 1 +45.80, 14.22 RT SANITARY SEWER STUB ENCASEMENT SANITARY SEWER STUBS FOR LOTS 23 & 24 SHALL BE ENCASED IN CONCRETE 5 EITHER SIDE OF THE CROSSING WTH THE 12 "0 WATER MAIN. 5- 344610 0 n BECLAN IAKA BECLAN PLACE] - MINOR AMENDMENT A PORTION OF THE NW % OF THE NE %4 OF SEC. 15, TWP. 23N., RGE. 5E., W.Mw D LO411N x /SOLCKING IT UD CITY OF RENTON KING COUNTY, WASHINGTON 29 ' �` / � w 30' Douglas Fl SSMH 6, TYPE 148'4 STA: 2 +31.51, 58.50 LT INSTALL 12 °0 CAP STA: 5 +05.85, 143.98 LT P T FF= 421.0 2 1 L �� _ _ RIM= 419.73 w /SOUD LOCKING UD It = 413.16 8 "0 IN (N) IE= 417.00, 17'0 12.50' PUBLIC STORM DRAINAGE EASEMENT - l 3 J It = 413.06 8'6 OUT (SW) TO THE CITY OF RENTON k 1 i \ 26 ood F ce N 88. 23'14" W 342.00' TEMPORARY 5'1 Wood C F a. 24 .'S'SMH E 1 48'0 1 1 a I I 19 Cedar FF= 419.0 as PLAN VIEW 1" = 40' - „ry ae "' ABANDON EX SEPTIC DRAINRELD PER HEALTH 1� 1 ❑3qB RIM= D LO411N x /SOLCKING IT UD I ' HOUSE ON PARCEL 1523059064, JERICHO AVE. NE It = 8'0 IN (SE, NE) 409. y I s 428. It = 8 0 WT (YQ 409.45 3 J 34" Cedar 1 ° .. ww��w�� 24 23 1 22 ° 5E N i i 21 1 20 ce , ce 14 N ��A.02W.687, STA: 4*0211 " HIGH POINT E}EV a19.00 1 LOW POINT STA 4+14.89 $ 2A0�.�0 Ci 1 FF= 423.0 FF= 424.0 I I FF= 426.0 FF= 427.0 396 CB 16, TYPE 1 B 17, TYPE 1 I O :n FOR SANITARY SEWER ASBUILT INFORMATION STA: 5 +05.85, STA: 5 +47.00, MI,°p O BARRIER FREE CURB CUT SEE SHEETS C -4 THRU C -8. N'.N". 15.22 LT 115.22 LT I I ' -___R • _ _____ ___ SS STUB ASBUILT NOTE: / CB 12A TYP 2 48 CB 15 TYPE 1 - - -- - STA: 3 +46. 14.22 RT I STA: 4 +14.89, - - - - -- - -- CB 15P TYP 1 15.54 gT STA: 4 +14.89, H TYPE .- CB 18 TYPE 1 10' PRIVATE UTILIIIES E SEMENT 26.00 RT STA: 70.28, 10.04" RT417.60 STA: 5 +47.00, I i BECLAN PLACE HOA RIM= w /SOLID LOCKING D 15.22 RT I It = 8 "0 IN (E) 410 It = 41&368 "0 OUT (NW) 410 4 15 14 IE = 410.55 s 013(sw) 11 I 10 9 8 FF= 419_0 FF= 419.0 I FF= 420.0 FF121.0 FF= 424.0 1 FF= 423.0 I 1 FF= 426.0 FF= 427.0 GRAPHIC SCALE w 0 20 .0 eo ISO MIL JMMEL- ( IH FEET ) I inch = 40 It t l k.' Grhvel CB 22 TYPE 1 STA: 27 +70.98, 17.22 LT ✓ VERTICAL DATUM ABANDON EX SEPTIC DRAINRELD PER HEALTH 1� 1 ❑3qB DEPARTMENT STANDARDS LOT #21 & DEMOLISH ' HOUSE ON PARCEL 1523059064, JERICHO AVE. NE ' 4 VERT y 428. U Wwwwr.�Wwwwr.W�.ss��e .. ww��w�� s U ° LOW POINT DEV btt.3e ° N W I,Wj N N W HIGH POINT E}EV a19.00 1 LOW POINT STA 4+14.89 $ < CENTERLINE OF R.0 W SD ASBUILT NOTE: 396 CITY OF RENTON, NAVD 88 O :n FOR SANITARY SEWER ASBUILT INFORMATION 426. PO TI3 MI,°p O BARRIER FREE CURB CUT SEE SHEETS C -4 THRU C -8. N'.N". O1I pp 011° SEE DETAIL SHEET C -13 _- ' nQ Lql a N SS STUB ASBUILT NOTE: 426 ri w CB 9A TYPE 2 48 0 m °q PW STA 2 +20 v m Ph ELEV - 417.00 m �' `� F NISHED PROFILE _ INTX STA: 8 +11.29 NE 2ND PLACE _ g (� STA: 26 +26.46 JERICHO AVENUE NE SANITARY SEWER SERMCE STAB INVERTS ARE r fOt : I a STA: 1 +21.21, 31 23' RY KAM IWEAR THE W OF THE ASST STUB. m W CENTERLINE OF R O.W THE INVERT ELEVATIONS WHERE PROVDfD BY THE N N!N N COMTRACRIR NO THE LOCATIONS OF THE STUBS Gr SSMH N. TYPE 1 48'0 WHERE FELD LOCATED BY SURVEY. - LPN '. - ,h m K = '70.00 CB #128, TYPE, 48 "0 STA: 7 +20.00, 5.00' RT )�.xd RIM= 42&35 w /SOLID LOCKING 425.44 + "' ° N° It = 415:93 6'0 IN (NF, SE)415.64 I ! z o IE 411.40 12"0 OUT (S) olt It = 416.78 8 "0 OUT (W)415.57 Ni Nip NIN Ni Wn9+.WT�Wwnre�a� N BENCHMARK CITY OF RENTON BENCHMARK 12104. 1" IP W/PLUG & TACK DOWN 0.9' IN CASE LOCATED AT THE INTERSECTION CALL 48 HOURS SE 136TH ST. AND 144TH AVENUE SE. ELEV =399.340 FE ASBUILT DRAWING BEFORE YOU DIG FEET (121.1.719 METERS) 1- 800 - 424 -5555 O z CHECKED FOR COMPLIANCE TO CITY STANDARDS Date Date Date NO, I REVISION OF t: 5-34- /0 SANITARY SEWER PIPE TABLE 2 ELF 8' PVC SDR 35 D3034 O 0.50% (1 ) 153 LF 8' PVC SDR 35 D3034 08.68% 0.45% ® � LF 87 PVC SDR 35 D3034 O 1.58% 1.48% VERTICAL DATUM ".. 100.00' VC 1 1 NEI ' 4 VERT 428. Wwwwr.�Wwwwr.W�.ss��e .. ww��w�� 428 ° LOW POINT DEV btt.3e ° EXISTING PROFl(E ® -' HIGH POINT E}EV a19.00 1 LOW POINT STA 4+14.89 $ < CENTERLINE OF R.0 W 396 CITY OF RENTON, NAVD 88 O :n m r 426. PO TI3 MI,°p O + PM STA& 4+40 _ N'.N". O1I pp 011° _ _- ' nQ Lql q1" N: N O 426 ri w CB 9A TYPE 2 48 0 m °q PW STA 2 +20 v m Ph ELEV - 417.00 m �' `� F NISHED PROFILE ® ' a STA: 1 +21.21, 31 23' RY < ELEV �= 419.201 m CENTERLINE OF R O.W N N!N N 424 < IE 411.40 12" Q IN (NE) m LPN '. - ,h m K = '70.00 CB #128, TYPE, 48 "0 + "' ° N° 424 ! z o IE 411.40 12"0 OUT (S) I STA_ 3+46.00, 14.22 RT Ni Nip NIN Ni Wn9+.WT�Wwnre�a� N N N N N 7 . n z N N N N 422 = 41 I.bZ _- 422 ° ^o ° IE= 412.54 12"0 IN (E) - 3941 IE= 41254120 OUT(NW) / ww a °O'N° 420 m N� 394 0 +80 1 +20 1 +60 mm 2 +40 2 +80 3 +20 420 . � 4 +40 4+80 5 +20 5+60 6 +00 6 +40 6 +80 7 +20 7 +60 8 +00 �9s_Wwar�.e�rslel AE WwwWSW��WW.wI� is 25 �.WW�WRWws9s9We9WwwRae�s9:WW.eW 418 416.. S D 416 73LF 12 "0 CPEP 9ALF A2 0 CPE 30LF 12 "0 CPEP _ 414 SD 5.0.55% WS 671F 12"0 CPEP SD ®0.55% 120LF 12"0 CPEP SD LF 8 0 SS ® 414 It = 421 17 6'0 (51�� TYPE 1 SSMH TYPE 48'0 412' 0,45% STA: 5 +47.00, 15.22' LT STA: STA: 7 20.00, .00 RT 412 1 1 153 LF 8"01 SS 0 9 5BW- RIM= 419.91 RIM= w OIJD LOCKING LD425.44 ®'&`' 'CB 14 TYPE 1 1 = 410.. O ]STA: 4 +14.89, 15.54 LT. IE= 415.75 12'$ OUT (W) _ It = 8'0 OUT ( 415.57 410 CURB THRU GRATE 408 ". : 'RIM= 41706 408 3 - IE- 41123 8 V IN (N) jSSMH 2 TYPE 148 "0 IE= 412 90 12 01IN (E) 406 CB 9I TYPE 2 48 "0 STA. 2 +19.67 0.95' RT' CB #18, TYPE 1 406 5+47. ''.1 STA: 1 +45.80, 14.22 ''RT RIM= 418:95 wAOUD LOCKING LID419.06', IE= 41790 12 °010UT (W) RIM ".417.40 IE _499:59 B "0 IN (SE, NE) 40.55 ". RIM: 404 ", IE= 415.91 12 "0 OUT N "' 404 IE 411.57 12 "0 OUT (SW) CB 16, TYPE 1 STA:'„ 3 +70.28, 10.04 RT STA: 4414.89, 15.54' RT CB 12 TYPE 2 48'0 RIM= *A%,''w SOUO LOCKING LID417,60 ]CURB THRU GRATE STA: 5 +05.856 15.22' LT 402 RIM= 418.67 1 ". STA 2 +19.65, 1422 RTI IE - 418536 "0 IN SW) 410.55 RIM= 417.06 MH 1 TYPE 1148 "0 "0 IE 414.79 12 "0 IN (E) (E) �2 TRIM 418.69 IE a 419.468 IN 41034 IE= 41339 80IN (S) "0 STA: 1 +15.00 5.00' RT 1 IE 414.79 12 IN (N 400 RIM= 4i-He w /SQUD LOCKING UD 417.25 IE= 411.94 12p'0 'I, IN (SE)',,,, 1 IE 414.79 12 °0 OUT (W) 400 ',... It = 48892 8 "0 IN (E) wa93 ",, IE= 41194 12"Oi, OUT (W) ! NE 2ND �PLACEI'.. PROFILE 398 398 '.... SCALE 1' = 40' HORZ BENCHMARK CITY OF RENTON BENCHMARK 12104. 1" IP W/PLUG & TACK DOWN 0.9' IN CASE LOCATED AT THE INTERSECTION CALL 48 HOURS SE 136TH ST. AND 144TH AVENUE SE. ELEV =399.340 FE ASBUILT DRAWING BEFORE YOU DIG FEET (121.1.719 METERS) 1- 800 - 424 -5555 O z CHECKED FOR COMPLIANCE TO CITY STANDARDS Date Date Date NO, I REVISION OF t: 5-34- /0 SANITARY SEWER PIPE TABLE 2 ELF 8' PVC SDR 35 D3034 O 0.50% (1 ) 153 LF 8' PVC SDR 35 D3034 08.68% 0.45% ® � LF 87 PVC SDR 35 D3034 O 1.58% 1.48% VERTICAL DATUM ®®® 1 NEI ' 4 VERT Wwwwr.�Wwwwr.W�.ss��e .. ww��w�� 396 396 CITY OF RENTON, NAVD 88 O :n m r Nh Olq [OI MI,°p O OLIN O YJI$ n N'.N". O1I pp 011° �Im ° N r i M nQ Lql q1" N: N O N M Q7 �w In ' N N!N N ■�Ww:ws�WSW�c++Ww.s.A:s3We Ni Nip NIN Ni Wn9+.WT�Wwnre�a� N N N N N N N N N N N N N 3941 394 0 +80 1 +20 1 +60 2 +00 2 +40 2 +80 3 +20 3 +60 4+DO 4 +40 4+80 5 +20 5+60 6 +00 6 +40 6 +80 7 +20 7 +60 8 +00 BENCHMARK CITY OF RENTON BENCHMARK 12104. 1" IP W/PLUG & TACK DOWN 0.9' IN CASE LOCATED AT THE INTERSECTION CALL 48 HOURS SE 136TH ST. AND 144TH AVENUE SE. ELEV =399.340 FE ASBUILT DRAWING BEFORE YOU DIG FEET (121.1.719 METERS) 1- 800 - 424 -5555 O z CHECKED FOR COMPLIANCE TO CITY STANDARDS Date Date Date NO, I REVISION OF t: 5-34- /0 SANITARY SEWER PIPE TABLE 2 ELF 8' PVC SDR 35 D3034 O 0.50% (1 ) 153 LF 8' PVC SDR 35 D3034 08.68% 0.45% ® � LF 87 PVC SDR 35 D3034 O 1.58% 1.48% .fA� Fa tDHA1, stir' QR 91i11I1li i NMILCT MM�fF 1915 S 3mrH STREET B (253) 222-N53 03•0l • /3 "maw WAY, WA 9 A440.*1S1dd1W CITY OF RENTON DEPARTMENT OF PUBLIC WORKS BECLAN (AKA BECLAN PLACE) SANITARY SEWER PLAN AND PROFILE NE 2ND PLACE DESIGNED: BAS DATE: 03/01/13 FILE NAME: 12183 -C15H DRAWN: TAS CHECKED: BAS SCALE: 1' - 40' FIELD BOOK: PAGE: BY APPR. DATE APPROVED: SHEET: C- 15HOF: 25 ®®® • • NEI Wwwwr.�Wwwwr.W�.ss��e .. ww��w�� Wwwwew�wnwwsaESS�i'vx+ Wwn3e,re�WnW9W�ea ■�Ww:ws�WSW�c++Ww.s.A:s3We Wn9+.WT�Wwnre�a� Wwwe.Wn_WnWwwe�RSw�ixvxl W�Wena�Wwnee:ea �9s_Wwar�.e�rslel WwwWSW��WW.wI� �.WW�WRWws9s9We9WwwRae�s9:WW.eW �WEw�9w•�WWWwn. .fA� Fa tDHA1, stir' QR 91i11I1li i NMILCT MM�fF 1915 S 3mrH STREET B (253) 222-N53 03•0l • /3 "maw WAY, WA 9 A440.*1S1dd1W CITY OF RENTON DEPARTMENT OF PUBLIC WORKS BECLAN (AKA BECLAN PLACE) SANITARY SEWER PLAN AND PROFILE NE 2ND PLACE DESIGNED: BAS DATE: 03/01/13 FILE NAME: 12183 -C15H DRAWN: TAS CHECKED: BAS SCALE: 1' - 40' FIELD BOOK: PAGE: BY APPR. DATE APPROVED: SHEET: C- 15HOF: 25 m z w It 3 a d c M N N � U I 5� o O # � Go I:O w IE= 41570 12 "0 OUT (W} CITY OF- RENTON DEPARTMENT OF PUBLIC WORKS L o W (AKA SEWER JERICHO AVENUE BECLAN PLACE) PLAN AND PROFILE NE gw � H_ z DESIGNED: BAS Zwz LJ goazz _ CjT�4NyMpTIINC�T Q+B� • wwo w DRAWN: TAS Q Q Q J 0 �om3U Z (N w - �a�w g U ry Ld Q 11 m � Z a 0 wz Y O 0 E-4 v [~ W a' � rn m rn y C o a `s o T W z O >N W D- O z VERTICAL DATUM CITY OF RENTON, NAVD 88 BECLAN IAKA BECLAN PLACEI - MINOR AMENDMENT A PORTION OF THE NW %4 OF THE NE %4 OF SEC. 15, TWP. 23N., RGE. 5E., W.M. CITY OF RENTON, KING COUNTY, WASHINGTON 2ND AVENUE NE NE 2ND PLACE SEE SHEET C-17 SEE SHEET C-15 GRAPHIC SCALE Ti 0 W BO 180 EX. FORCEMAIN FROM MAPLEWOOD ELEM. i SCHOOL IS ACTVE AND TO REMAIN IN a SERVICE AT ALL TIMES. FORCEMAIN NOT < L_ FIELD LOCATED. CONTRACTOR TO VERIFY ;z I I I I j - / �7 ( IN FEET ) LOCATION PRIOR TO CONSTRUCTION TO 1 inch = 40 fL ENSURE IT IS NOT IN CONFLICT WITH PROPOSED STORM CONVEYANCE SYSTEM. ` \,-- ---"�� € y l F^ CB 1 TYPE 1 -L C 20, TYP 1 % I A: 23 +42.22, S A: 24+ 03, I A 22 07 LT 416.9 Ta / CB 22, TYPE i (, � I 7.22 LT/l, � _ _ _ ! I" T' J / ) n Power Gnes� It 12 CpNC N =477.6 ..� �; .1 - t �-- --- n�L - - -_ 8, 17.22 LT IE 12` CONC S= 417.4_ ? t 17.7 i J t�l# - Urdgso0:nd �S\A' 2743709 4 ��1 22+d@Q4- �^ Fo Line - .- _ _ _ 1 26+00 27 +00 28+00 j�f ^c _I?e 28+94.30 ERI H E UNE ' .... SEE EET C -5 a ss . _ . e gs a -sue ...._ a - ORPTC �w SOMH RIM EL, 420.2 l m __ ✓- z o 1 - IE 36 P E 4028 I II CB RIM EL 419.7 m r' w IE 6" IF 5 =407.7 I I ILL It 12 CONC N= 417.4 u 7.4 EXST CB SMH R'IM EL =432.1 IE 12° CMP E =417.4 EX. 8 "0 SS I I I IE 18° CONC S =417.2 RIM= 423.1 C8 RIM EL =426.5 CB 21, TYPE 1 C L CHAN. EL =420.8 IE= 420.6 72' CONIC (N) CB RIM EL =428.6 CB RIM EL. =419.4 IE =417.0 I I IF= 420.6 12" CONIC (S) It 12 CCNC N =422.7 IE i2" CONIC 5 =x251 STA: 26 +68.33, 17.22 LT SSMH RIM EL. =430.1 IE 18" CONC N =416.7 I I Hill I SMH TYPE 148"4 IE 12" CON, -Q-0 CA CHAN. EL. =422.6 IE 12" cMP E =416s I I III It 12" CONC S =416.6 = j STA. 23 +28.39, 5.00' LT 420.39 SSMH A TYPE 148'0 i I I RIM = 428.19 -w /SOLID LOCKING UD STA 25 +65.39, 5.00' LT IE = 41- 2.19800 IN (N) 411.79 RIM = 126..26 w /SOLID LOCKING LID 429.38 PLAN VIEW c I I I IE = 412.88 8.0 OUT (W)411.69 IE = 416.88 8'0 OUT (W) 417.88 1" = 40' I � I II II I I it 436 434 432 430 428 426 424 422 420 418 416 414 412 410 408 406 BENCHMARK SANITARY SEWER PIPE TABLE Q 237 LF 8'0 PVC SDR35 D3034 ®$49% 2.61 5 -34461 SD ASBUILT NOTE: FOR SANITARY SENER ASBUILT INFORMATION SEE SHEETS C -4 THRU C -B. SS STUB ASBUILT NOTE: SANITARY SENFR SERVICE STUB INVERTS ARE PLACED NEAR THE END OF THE ASBUILT STUB. THE INVERT ELEVATIONS MHERE PROVIDED BY THE CONTRACTOR AND THE LOCATIONS OF THE STUBS *ERE FIELD LOCATED BY SURVEY. IE - lIE88 8.0 WT (W)411.69 IE= 41570 12 "0 OUT (W} CITY OF- RENTON DEPARTMENT OF PUBLIC WORKS CALL 48 HOURS BEFORE YOU DIG 1- 800 - 424 -5555 BECLAN SANITARY (AKA SEWER JERICHO AVENUE BECLAN PLACE) PLAN AND PROFILE NE DESIGNED: BAS DATE: 03/01/13 FILE NAME: 12183 -C16 _ CjT�4NyMpTIINC�T Q+B� • DRAWN: TAS I SCALE: 1' = 40' FIELD BOOK: PA08: C 11 t0 A h z O >N W D- O z VERTICAL DATUM CITY OF RENTON, NAVD 88 BECLAN IAKA BECLAN PLACEI - MINOR AMENDMENT A PORTION OF THE NW %4 OF THE NE %4 OF SEC. 15, TWP. 23N., RGE. 5E., W.M. CITY OF RENTON, KING COUNTY, WASHINGTON 2ND AVENUE NE NE 2ND PLACE SEE SHEET C-17 SEE SHEET C-15 GRAPHIC SCALE Ti 0 W BO 180 EX. FORCEMAIN FROM MAPLEWOOD ELEM. i SCHOOL IS ACTVE AND TO REMAIN IN a SERVICE AT ALL TIMES. FORCEMAIN NOT < L_ FIELD LOCATED. CONTRACTOR TO VERIFY ;z I I I I j - / �7 ( IN FEET ) LOCATION PRIOR TO CONSTRUCTION TO 1 inch = 40 fL ENSURE IT IS NOT IN CONFLICT WITH PROPOSED STORM CONVEYANCE SYSTEM. ` \,-- ---"�� € y l F^ CB 1 TYPE 1 -L C 20, TYP 1 % I A: 23 +42.22, S A: 24+ 03, I A 22 07 LT 416.9 Ta / CB 22, TYPE i (, � I 7.22 LT/l, � _ _ _ ! I" T' J / ) n Power Gnes� It 12 CpNC N =477.6 ..� �; .1 - t �-- --- n�L - - -_ 8, 17.22 LT IE 12` CONC S= 417.4_ ? t 17.7 i J t�l# - Urdgso0:nd �S\A' 2743709 4 ��1 22+d@Q4- �^ Fo Line - .- _ _ _ 1 26+00 27 +00 28+00 j�f ^c _I?e 28+94.30 ERI H E UNE ' .... SEE EET C -5 a ss . _ . e gs a -sue ...._ a - ORPTC �w SOMH RIM EL, 420.2 l m __ ✓- z o 1 - IE 36 P E 4028 I II CB RIM EL 419.7 m r' w IE 6" IF 5 =407.7 I I ILL It 12 CONC N= 417.4 u 7.4 EXST CB SMH R'IM EL =432.1 IE 12° CMP E =417.4 EX. 8 "0 SS I I I IE 18° CONC S =417.2 RIM= 423.1 C8 RIM EL =426.5 CB 21, TYPE 1 C L CHAN. EL =420.8 IE= 420.6 72' CONIC (N) CB RIM EL =428.6 CB RIM EL. =419.4 IE =417.0 I I IF= 420.6 12" CONIC (S) It 12 CCNC N =422.7 IE i2" CONIC 5 =x251 STA: 26 +68.33, 17.22 LT SSMH RIM EL. =430.1 IE 18" CONC N =416.7 I I Hill I SMH TYPE 148"4 IE 12" CON, -Q-0 CA CHAN. EL. =422.6 IE 12" cMP E =416s I I III It 12" CONC S =416.6 = j STA. 23 +28.39, 5.00' LT 420.39 SSMH A TYPE 148'0 i I I RIM = 428.19 -w /SOLID LOCKING UD STA 25 +65.39, 5.00' LT IE = 41- 2.19800 IN (N) 411.79 RIM = 126..26 w /SOLID LOCKING LID 429.38 PLAN VIEW c I I I IE = 412.88 8.0 OUT (W)411.69 IE = 416.88 8'0 OUT (W) 417.88 1" = 40' I � I II II I I it 436 434 432 430 428 426 424 422 420 418 416 414 412 410 408 406 BENCHMARK SANITARY SEWER PIPE TABLE Q 237 LF 8'0 PVC SDR35 D3034 ®$49% 2.61 5 -34461 SD ASBUILT NOTE: FOR SANITARY SENER ASBUILT INFORMATION SEE SHEETS C -4 THRU C -B. SS STUB ASBUILT NOTE: SANITARY SENFR SERVICE STUB INVERTS ARE PLACED NEAR THE END OF THE ASBUILT STUB. THE INVERT ELEVATIONS MHERE PROVIDED BY THE CONTRACTOR AND THE LOCATIONS OF THE STUBS *ERE FIELD LOCATED BY SURVEY. IE - lIE88 8.0 WT (W)411.69 IE= 41570 12 "0 OUT (W} CITY OF- RENTON DEPARTMENT OF PUBLIC WORKS CALL 48 HOURS BEFORE YOU DIG 1- 800 - 424 -5555 BECLAN SANITARY (AKA SEWER JERICHO AVENUE BECLAN PLACE) PLAN AND PROFILE NE DESIGNED: BAS DATE: 03/01/13 FILE NAME: 12183 -C16 _ CjT�4NyMpTIINC�T Q+B� • DRAWN: TAS I SCALE: 1' = 40' FIELD BOOK: PA08: C +II,+Mb t0 A h IS � C N'� AO '...�40O6 �f5:7232L28�3°' q O N � 1, � M CI.IL Ti� ilL•J0 1�9 I$ M MaO v � TONAL tsw s STv1X BiKE2i &s: (753)716 -15G9 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 28 +80 R:ceK,u wAY.wA veBBS AzA.eiN5/�enet 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) ASBUILT DRAWING CHECKED FOR COMPLIANCE TO CITY STANDARDS Date Date Date NO. I REVISION BY APPR. DATE APPROVED: SHEET: C -16 OF: 25 nurno� o- wsuc vows Ole s- 3LIWoII CITY OF- RENTON DEPARTMENT OF PUBLIC WORKS CALL 48 HOURS BEFORE YOU DIG 1- 800 - 424 -5555 BECLAN SANITARY (AKA SEWER JERICHO AVENUE BECLAN PLACE) PLAN AND PROFILE NE DESIGNED: BAS DATE: 03/01/13 FILE NAME: 12183 -C16 DRAWN: TAS I SCALE: 1' = 40' FIELD BOOK: PA08: C NO. I REVISION BY APPR. DATE APPROVED: SHEET: C -16 OF: 25 nurno� o- wsuc vows Ole s- 3LIWoII 9 P� z n a `s M \ C'J ° � i- n 0 w Y O0 3 1� E~ I^ U W K,.1 a rn c .m �E C w c a `s o a ��I LLJ STATION AT MAIN STA: 7 +06.60, 23.50 LT _ J BECLAN L7 BECLAN PLACE) .. O EMERGENCY OVERFLOW LLJ tY ?� STREET DESIGNED: SPILLWAY MATCHES DATE: 03/01/13 FILE NAME: 12183 -C17 �ZCDZ� BACK OF SIDEWALK, SEE - O 2 Z W Z Q CHECKED: goQZ� SCALE: LL.J W LLJ U) SHEET: C -17 OF: 25 M� < c2l Q Y of LLJ C-4 W ZzQLLJ www��wrwlw,• Z ww.wass�wwwawr�� U W m z Q ••••�• "•••"••�•- ,••' -� (n EiiiliiYFaE>rYiiii n 0 w Y O0 3 1� E~ I^ U W K,.1 a rn c .m �E C w c a `s o a ��I Z O >N> W II I I1 r CBjjS TYPE 2 48 "0 STA: 6 +83.04, 40.62 LT II CB 5A TYPE 2 48 "0 STA: 23 +45.98, 21.40' RT SSMH TYPE 1 48'0 STA: 23+33.25, 15.00' FIT RIM = 406.57 w /SOLID LOCKIN D IF - 39 05 8'0 IN N J IE = 39595 8'0 OUTS) - -_ m ns€€- D€TAILSHEELC.�i U - H' 7W / r EX. S561H, TYPE 7 60 °0 B Z STA: 22 +83.27, 3.58' L I LIJ RIM= ±406.4 Q r IE = 3395.68 8'0 IN (N) [ IE = ±38350 8 "0 OUT (S) rl Q INSIDE DROP, RECHANNEL MANHOLE \ 14 �I I I I � TII II 426 424 422 420 418 416 414 412 410 408 406 404 402 400 398 396 VERTICAL DATUM: CITY OF RENTON, NAVD 88 BENCHMARK BECLAN IAKA BECLAN PLACE] - MINOR AMENDMENT A PORTION OF THE NW %4 OF THE NE %4 OF SEC. 15, TWP. 23N., RGE. 5E., W.M. CITY OF RENTON, KING COUNTY, WASHINGTON DETENT TRACT STA: 7 +11.51, 41.47 LT \CB#2, TYPE 2, 48'0 STA: 8 +00.00, 14.22 LT a STATION AT MAIN STA: 7 +06.60, 23.50 LT _ 2 BECLAN (AKA BECLAN PLACE) SANITARY SEWER EMERGENCY OVERFLOW rfTiYi� ?� STREET DESIGNED: SPILLWAY MATCHES DATE: 03/01/13 FILE NAME: 12183 -C17 DRAWN: BACK OF SIDEWALK, SEE - O 2 CHECKED: BAS SCALE: 1' = 40' REW BOOK: PARE APPROVED: SHEET: C -17 OF: 25 www��wrwlw,• ww.wass�wwwawr�� MEN iiFiifiii� ••••�• "•••"••�•- ,••' -� EiiiliiYFaE>rYiiii �� Z O >N> W II I I1 r CBjjS TYPE 2 48 "0 STA: 6 +83.04, 40.62 LT II CB 5A TYPE 2 48 "0 STA: 23 +45.98, 21.40' RT SSMH TYPE 1 48'0 STA: 23+33.25, 15.00' FIT RIM = 406.57 w /SOLID LOCKIN D IF - 39 05 8'0 IN N J IE = 39595 8'0 OUTS) - -_ m ns€€- D€TAILSHEELC.�i U - H' 7W / r EX. S561H, TYPE 7 60 °0 B Z STA: 22 +83.27, 3.58' L I LIJ RIM= ±406.4 Q r IE = 3395.68 8'0 IN (N) [ IE = ±38350 8 "0 OUT (S) rl Q INSIDE DROP, RECHANNEL MANHOLE \ 14 �I I I I � TII II 426 424 422 420 418 416 414 412 410 408 406 404 402 400 398 396 VERTICAL DATUM: CITY OF RENTON, NAVD 88 BENCHMARK BECLAN IAKA BECLAN PLACE] - MINOR AMENDMENT A PORTION OF THE NW %4 OF THE NE %4 OF SEC. 15, TWP. 23N., RGE. 5E., W.M. CITY OF RENTON, KING COUNTY, WASHINGTON DETENT TRACT STA: 7 +11.51, 41.47 LT \CB#2, TYPE 2, 48'0 STA: 8 +00.00, 14.22 LT a STATION AT MAIN STA: 7 +06.60, 23.50 LT _ 2 BECLAN (AKA BECLAN PLACE) SANITARY SEWER EMERGENCY OVERFLOW rfTiYi� ?� STREET DESIGNED: SPILLWAY MATCHES DATE: 03/01/13 FILE NAME: 12183 -C17 DRAWN: BACK OF SIDEWALK, SEE - O 2 \4 �\ 3 FF \419.0 I FF= 420.0 -CEOT CONCgETE CURB GATT[€ & SIDEWALK, SEE D AIL SITS C -11 81 "/s -13 414 - -�I- --- - - - -SS RO 2 1 ROW DEDICATION FF= 421.0 TO CIIFOF&J II \ \ I GRAPHIC SCALE +0 0 20 50 1N1 ( IN FEET ) 1 inch = 40 It. 5 v� P CB ,TYPE 1 STA: 17 +67.68 75.22 LT -A;r - - s' xa �xw� IE 41 .5 .. k:M UM1 ✓IN) STA: 9 +85.43, 15.22 L , CB ,TYPE 1 EXST. SSMH TYPE i 48' £ > CB RIM EL =alas STA: 9 +11.55, 5.00' LT' - SSMH TYPE 1 48'0 IE 12" CON C N =417.5 RIM = 44412.76 1 PLAN VIEW STA: 13 +22.20, 12.89' LT IS 12" CDNC S =417.4 IE = 496.40 8'0 IN (E) 105.71 RIM = 426..19• w /SOLID LOCKING UD 420.39 IE = 465:83- 6.0 IN (N) 405.96 i" _ IE = 41218 8.0 IN (N) 411.79 IE = 465:68 8 "0 OUT (5)405.46 IE = 4014:66 8'0 OUT (W)411.69 V LT II CB RIM EL 419.7 1111 IE 12 COhC N =477.a IE I2 OMP E -477.4 0 _IE 18 COhC 5 =41722,_ - IE =41J.4 W 13+ -_ - - ma IE 417.0 � "I IE '2" CMP E -416.9 IE 12" CON" 5 =416.8 SOMH R:.4 E'.=420.2 IE 36 IP -407.8 IE 36 S -407.7 I CITY OF RENTON BENCHMARK 12104. 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 C3 FEET (121.719 METERS) z CHECKED FOR COMPLIANCE TO CITY STANDARDS Date Date Date 426 424 422 420 418 416 414 412 410 408 406 404 402 400 398 396 SD ASBUILT NOTE: FOR SANITARY SEWER ASBUILT INFORMATION SEE SHEETS C-4 THRU C -& SS STUB ASBUILT NOTE: SANITARY SEWER SERVICE STUB INVERTS ARE PLACED NEAR THE END OF THE ASBUILT STUB. THE INVERT ELEVATIONS WHERE PROVIDED BY THE CWIRACTOR AND THE LOCATIONS OF THE STUBS WHERE FIELD LOCATED BY SURVEY. SANITARY SEWER PIPE TABLE Q 411 LF 8'0 PVC SDR35 D3034 0 i.53% 1.45S SANITARY SEWER SERVICE TABLE CALL 48 HOURS BEFORE YOU DIG 1- 800 - 424 -5555 NO. REVISION BY I APPR. DATE QY3: s 341 -G1;L- 5- 344612 X A Assoamim, n.Lc cm � A PN= � 1915 S. 3731H BIBEFr A. (157)7�s -dsm E7nmrL MY, AA .B00B b.*. &NS4.W..l CITY STATION AT MAIN STATION AT END OF DEPARTMENT OF PUBLIC WORKS BECLAN (AKA BECLAN PLACE) SANITARY SEWER PLAN AND PROFILE rfTiYi� NE 2ND STREET DESIGNED: BAS DATE: 03/01/13 FILE NAME: 12183 -C17 DRAWN: TAS CHECKED: BAS SCALE: 1' = 40' REW BOOK: PARE APPROVED: SHEET: C -17 OF: 25 www��wrwlw,• ww.wass�wwwawr�� iiFiifiii� ••••�• "•••"••�•- ,••' -� EiiiliiYFaE>rYiiii �� ww.wasle>•wwwwwwrm� t�iifClTi - fiCiiC�FiYYiilFa CALL 48 HOURS BEFORE YOU DIG 1- 800 - 424 -5555 NO. REVISION BY I APPR. DATE QY3: s 341 -G1;L- 5- 344612 X A Assoamim, n.Lc cm � A PN= � 1915 S. 3731H BIBEFr A. (157)7�s -dsm E7nmrL MY, AA .B00B b.*. &NS4.W..l CITY OF RENTON DEPARTMENT OF PUBLIC WORKS BECLAN (AKA BECLAN PLACE) SANITARY SEWER PLAN AND PROFILE NE 2ND STREET DESIGNED: BAS DATE: 03/01/13 FILE NAME: 12183 -C17 DRAWN: TAS CHECKED: BAS SCALE: 1' = 40' REW BOOK: PARE APPROVED: SHEET: C -17 OF: 25 V w r a n 3 a c M 00 U 0 00 M q 00 ° 04 0 wz Y O1�O 3 1^ U W rn m rn c V c a a 333 � H LdJ N IE = jM44 E 0 IN (N) 407.75 IE = 49 L" eil OUT (S) 407.E J = 40 CB 9 L.. "0 VERT ry W gW C13#10,, TYPE 1 CB 9A TYPE 48 "0 al-�c] RIM= 6.10 W Z Z Q W goQZz STA: $4 +93.00 1922 !RT STA 27 +10.4 RT E= 41 .57 12 UzO LLJ W W 0 , 20.60' 400 li CB ,TYPE 2, 48 "0 I IE 4019.94 12 "0 IN (N) IE 411.40 12 ' 0 IN (E Y� �om3�:� �Q OUT ( ) Z U7 LiJ z v)c MEN >_ 0 U � W Q m � Z V) 0 wz Y O1�O 3 1^ U W rn m rn c V c a a 333 � H i. 2i VERTICAL DATUM: Of CITY OF RENTON, NAVD 88 BENCHMARK CITY OF RENTON BENCHMARK #2104. 1- IP W /PLUG & TACT( DOWN 0.9' IN CASE LOCATED AT THE INTERSECTION OF SE 136TH ST. AND 144TH AVENUE SE. ELEV= 399.340 FEET (121.719 METERS) O z BECLAN IAKA BECLAN PLACE] - MINOR AMENDMENT A PORTION OF THE NW 1/40F THE NE 1/40F SEC. 15, TWP. 23N., RGE. 5E., W.M. CITY OF RENTON KING COU TY, WASHINGTON SSMH A, TYPE 1 480 I STA: 23 +33.25, 15.00 RT I RIM= 496:57 w /SOUD LOCKING UD4O &DD 1 1 0 IE IE = b96 -958'0 OUT (S) 1 1 o I - N 3�•� SSM I H , TYPE 1 48 -0 1 STA: 23 45.98, 2L40' RT 395.99 1 1 - RIM- 1 +41x:64 w /SOLD LOCKING LID 417.26 CB 5 TYPE 2 48 "0 SSMH #5, TYPE 146'0 1 ( 1 IE = 4989& 8 "0 IN (E) 40&93 STA: 25 +20.26, 15.00' RT STA: 23 +55.64, 19.54' RT /IE = 49882 -8 "0 OUT S 40&83 - 406.39 I I I CB 70, TYPE 1 RIM = 475.76 -w /SWD LOCKIV .831 I ( ) `' IE = 4974 8'0 IN (N) 40 395.591 STA: 24 +93.00, 19.22 RT ,� _ .,.e �, ,., o-1 I ICE 10A TYPE 2, 48 ' 0 CB 9 TYPE 2 48 "0 I IE-�( )4 ]STA: 26 +55.00, 18.22 RT STA: 27 +10.44, 20.60 STA: 27 +26.97, CB 10P, TYPE 1 1 I 1 RT S, ® 45.52 RT I 1 STA: 24 +93.00, 35.00 RT GRAPHIC SCALE - = - - ' w o zo a m 1W _ �� eou - _ -��n ! � IN FEEL' ) �> z6+ 27 +98.76 �� 1 inch = 40 ft .a j r OWp m _ -- SD ASBUILT NOTE: Z j �� .y P]. --'� l FOR SANITARY SENOR ASBUILT INFORMATION SEE SHEETS C-4 THRU C -& III z SS STUB ASBUILT NOTE: PLAN VIEW III I m.., ARE 1 - m 1 _ -i' J/ o , -."( ° i / \ -'1{�� PLACED NEAR THE END OF THE INVERTS STUB. .. ....._.. ____EXLSTING_GROUND_PROFU.E _......... .................. 100.10V VC THE INVERT ELEVATIONS NfEX PRONGED BY THE .... ...... ..... ...... ..... ..... ..... ... THE STUBS CENTFRUNE OF FUTURE, R.O.W w WERE FED LOCATED BY SLRVEY vi z + WEST COAST IMPROVEMENTS o n FIC i POINT ILE V a 7.46 424•.. + - +" ... ..BI POINTS A....= 26 6.24 .. < yJ ... -- 24 ....... .......... ...... ... ......... .... ._... ...� _. PVI STA = 27 +0 n n u n m + > PVI ELEY =417.8 0 42211 _tip - -- _ 422 SANITARY SEWER PIPE TABLE A0. -365 �> is K 27.41 No 420..... . • ..... 1 . ...... __. .a � __. I -- - ...._.._ ..... - ^ :,• - .....420 0 217 LF 8 °0 PVC SDR35 D3034 0 0.50% a a (3 )187 LF 8 °0 PVC SDR35 D3034 06.2B% 6.13% 418... 1 _......1uq ....... ........ .... _--- '- ............... _. .....418 �53 LF 8 °0 PVC SDR35 03034 ®+13BWr0.75x r- SD 408 406 7�N kg" n�N II p <4 NG 26 SD 0 0.55% LF 8 °01 SS 411.1 12'0 N (N) 411.1 12 "0 OUT (S) 402 AVENUE: N IE = jM44 E 0 IN (N) 407.75 IE = 49 L" eil OUT (S) 407.E SCALE: I" = 40 CB 9 YPE 2 "0 VERT C13#10,, TYPE 1 CB 9A TYPE 48 "0 RIM= 6.10 sr.��e+a STA: $4 +93.00 1922 !RT STA 27 +10.4 RT E= 41 .57 12 IN (NW , 20.60' 400 li CB ,TYPE 2, 48 "0 I IE 4019.94 12 "0 IN (N) IE 411.40 12 ' 0 IN (E - IE= 47 .57 12" OUT ( ) 41 MEN i. 2i VERTICAL DATUM: Of CITY OF RENTON, NAVD 88 BENCHMARK CITY OF RENTON BENCHMARK #2104. 1- IP W /PLUG & TACT( DOWN 0.9' IN CASE LOCATED AT THE INTERSECTION OF SE 136TH ST. AND 144TH AVENUE SE. ELEV= 399.340 FEET (121.719 METERS) O z BECLAN IAKA BECLAN PLACE] - MINOR AMENDMENT A PORTION OF THE NW 1/40F THE NE 1/40F SEC. 15, TWP. 23N., RGE. 5E., W.M. CITY OF RENTON KING COU TY, WASHINGTON SSMH A, TYPE 1 480 I STA: 23 +33.25, 15.00 RT I RIM= 496:57 w /SOUD LOCKING UD4O &DD 1 1 0 IE IE = b96 -958'0 OUT (S) 1 1 o I - N 3�•� SSM I H , TYPE 1 48 -0 1 STA: 23 45.98, 2L40' RT 395.99 1 1 - RIM- 1 +41x:64 w /SOLD LOCKING LID 417.26 CB 5 TYPE 2 48 "0 SSMH #5, TYPE 146'0 1 ( 1 IE = 4989& 8 "0 IN (E) 40&93 STA: 25 +20.26, 15.00' RT STA: 23 +55.64, 19.54' RT /IE = 49882 -8 "0 OUT S 40&83 - 406.39 I I I CB 70, TYPE 1 RIM = 475.76 -w /SWD LOCKIV .831 I ( ) `' IE = 4974 8'0 IN (N) 40 395.591 STA: 24 +93.00, 19.22 RT ,� _ .,.e �, ,., o-1 I ICE 10A TYPE 2, 48 ' 0 CB 9 TYPE 2 48 "0 I IE-�( )4 ]STA: 26 +55.00, 18.22 RT STA: 27 +10.44, 20.60 STA: 27 +26.97, CB 10P, TYPE 1 1 I 1 RT S, ® 45.52 RT I 1 STA: 24 +93.00, 35.00 RT GRAPHIC SCALE - = - - ' w o zo a m 1W _ �� eou - _ -��n ! � IN FEEL' ) �> z6+ 27 +98.76 �� 1 inch = 40 ft .a j r OWp m _ -- SD ASBUILT NOTE: Z j �� .y P]. --'� l FOR SANITARY SENOR ASBUILT INFORMATION SEE SHEETS C-4 THRU C -& III z SS STUB ASBUILT NOTE: PLAN VIEW III I m.., ARE 1 - m 1 _ -i' J/ o , -."( ° i / \ -'1{�� PLACED NEAR THE END OF THE INVERTS STUB. .. ....._.. ____EXLSTING_GROUND_PROFU.E _......... .................. 100.10V VC THE INVERT ELEVATIONS NfEX PRONGED BY THE .... ...... ..... ...... ..... ..... ..... ... THE STUBS CENTFRUNE OF FUTURE, R.O.W w WERE FED LOCATED BY SLRVEY vi z + WEST COAST IMPROVEMENTS o n FIC i POINT ILE V a 7.46 424•.. + - +" ... ..BI POINTS A....= 26 6.24 .. < yJ ... -- 24 ....... .......... ...... ... ......... .... ._... ...� _. PVI STA = 27 +0 n n u n m + > PVI ELEY =417.8 0 42211 _tip - -- _ 422 SANITARY SEWER PIPE TABLE A0. -365 �> is K 27.41 No 420..... . • ..... 1 . ...... __. .a � __. I -- - ...._.._ ..... - ^ :,• - .....420 0 217 LF 8 °0 PVC SDR35 D3034 0 0.50% a a (3 )187 LF 8 °0 PVC SDR35 D3034 06.2B% 6.13% 418... 1 _......1uq ....... ........ .... _--- '- ............... _. .....418 �53 LF 8 °0 PVC SDR35 03034 ®+13BWr0.75x r- SD 408 406 7�N kg" n�N II p <4 NG 26 SD 0 0.55% LF 8 °01 SS 411.1 12'0 N (N) 411.1 12 "0 OUT (S) 402 AVENUE: N IE = jM44 E 0 IN (N) 407.75 IE = 49 L" eil OUT (S) 407.E SCALE: I" = 40 CB 9 YPE 2 "0 VERT C13#10,, TYPE 1 CB 9A TYPE 48 "0 RIM= 6.10 sr.��e+a STA: $4 +93.00 1922 !RT STA 27 +10.4 RT E= 41 .57 12 IN (NW , 20.60' 400 li CB ,TYPE 2, 48 "0 I IE 4019.94 12 "0 IN (N) IE 411.40 12 ' 0 IN (E - IE= 47 .57 12" OUT ( ) 41 STA: 21+55.64. ",19.54' RT IE 41,0.44 6 "01N (E} �� ®�i�rra�wn.u�rca�ea !RIM= 408.10 IE= 401 40 12"01 IN IE = 396:958'0 IN (N) 395.09 384 IE - ,a5:95 8'0 OUT (S) 39599 Cause I TYPE 1 EX. SSMH 1-PE 7 60 "0 STA: 23 +45.98 21.4( STAt 22 +83(27, 358' L THRU CURB FRAME & 382 RIM- 1194.60 IE = 1395:66-8'0 IN (N) 39&59 IE= 402.60 12 "0 IN (i IE = 1383.50 8 "0 CUT (S) IE= 402.60 12 "0 OUT 380: HOQUTAM AVENUE: N STATION AT END OF SCALE: I" = 40 HORZ 1 = 4 VERT 25 +20 25 +60 26 +00 26 SANITARY SEWER SERVICE TABLE 5- 344613 IE +n.�a IN_(' T .9 1396 ASBUILT DRAWING IE _ 8 IN (E) 408.9 $I--� IE _ 8 OUT () 40B. CHECKED FOR COMPLIANCE TO CITY STANDARDS Date Date Date 27 +60� CFO r ANA &pur 0 COL i PIlOI wf � Ig7Ay ' 1F15 s dTS1x sn1eFT &s (2S7)T25 -um f6FF/1 WAY, 1M Y!W] AMMIE�OYMf 0301 /3 C CITY OF RENTON ALL 48 HOURS DEPARTMENT OF PUBLIC WORKS BEFORE YOU DIG BECLAN (AKA BECLAN PLACE) 1- 800 - 424 -5555 SANITARY SEWER PLAN AND PROFILE HOQUTAM AVENUE NE DESIGNED: BAS DATE: 03/01/13 FILE NAME: 12183 -C1811 DRAWN: TAS /� HOOUTAM PROFILE REVISION BAS CHECKED: BAS SCALE: 1' = 40' FIELD BOOK: PAGE NO. I REVISION BY APPR. DATE APPROVED: aluc,u, wvc vvas SHEET: CASH OF: 25 aP� : s- 3441'o 13 STAUIDN AT MAIN STATION AT END OF sr.��e+a �nsr.>•�a�r.>• 5- 344613 IE +n.�a IN_(' T .9 1396 ASBUILT DRAWING IE _ 8 IN (E) 408.9 $I--� IE _ 8 OUT () 40B. CHECKED FOR COMPLIANCE TO CITY STANDARDS Date Date Date 27 +60� CFO r ANA &pur 0 COL i PIlOI wf � Ig7Ay ' 1F15 s dTS1x sn1eFT &s (2S7)T25 -um f6FF/1 WAY, 1M Y!W] AMMIE�OYMf 0301 /3 C CITY OF RENTON ALL 48 HOURS DEPARTMENT OF PUBLIC WORKS BEFORE YOU DIG BECLAN (AKA BECLAN PLACE) 1- 800 - 424 -5555 SANITARY SEWER PLAN AND PROFILE HOQUTAM AVENUE NE DESIGNED: BAS DATE: 03/01/13 FILE NAME: 12183 -C1811 DRAWN: TAS /� HOOUTAM PROFILE REVISION BAS CHECKED: BAS SCALE: 1' = 40' FIELD BOOK: PAGE NO. I REVISION BY APPR. DATE APPROVED: aluc,u, wvc vvas SHEET: CASH OF: 25 aP� : s- 3441'o 13 9 ell a m 0 0 b W G M N Do T U N o Do C C d N SO W STUB STATION J STATION 17 MAIN 0 STATION AT END SERVICE W (Y U L1 IL END OF SERVICE 26 0 +46 dZCz O Z.< 2.20 Z w LT STA: 40 +32.13, Uz�Z(n 24.00 LLI 12T mwU Q U :M::) Q W W ...0 m � F— Z (n W Q QLn> STA: 401 92.60, �n U Dal W Q 413.80 m � 412.05 Z 0 +94 STA: 41 +52.31, 5.00' a m 0 wz Y O 0 H �z 0-4 WWN a' W rn a m rn C o a "s VC7 INN K a a a A m Z O N_ O Z PUBLIC SANITARY SEWER EASEMENT VERTICAL DATUM CITY OF RENTON, NAND 88 BENCHMARK CITY OF RENTON BENCHMARK 12104. 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 IAKA BECLAN PLACEI - MINOR AMENDMENT A PORTION OF THE NW %4 OF THE NE %4 OF SEC. 15, TWP. 23N., RGE, 5E., W.M. CITY OF RENTON, KING COUNTY, WASHINGTON 43 42 42 42 42 421 411 41( 41, 41; 41( 401 401 40, 40; 41 +60 41 +20 40 +80 40 +40 40 +00 PRIVATE ACCESS ROAD PROFILE SCALE: i" = 40' HORZ 430 428 426 424 422 420 418 415 414 412 410 408 406 404 402 PLAN VIEW 1 = =40, 5- 344614 GRAPHIC SCALE 0 20 w w 180 IN FEET 1 inch = 40 It SD ASBUILT NOTE: FOR SANITARY SEWER ASBUILT WORMARON SEE SHEETS C-4 THIN C -8. SS STUB ASBUILT NOTE: SANITARY SEVER SERVICE STUB INVERTS ARE PLACED NEAR THE END OF THE ASBURT STUB. THE INVERT ELEVATIONS WERE PROVIDED BY THE CONTRACTOR AND THE LOCATIONS OF THE STUBS N O E FIELD LOCATED BY SURVEY. SANITARY SEWER PIPE TABLE © 62 LF 8'0 PVC SDR35 D3034 ® 5.689E 5.325 9 94 LF 8'0 PVC SDR35 D3034 0 i-911% 216X SANITARY SEWER SERVICE TABLE LOT STUB STATION STATION AT MAIN STATION AT END SERVICE OF IE AT MAIN IL END OF SERVICE 26 0 +46 SIA: 41 +02.88, 2.20 LT STA: 40 +32.13, 24.00 12T 412.2E 414.26 27 0.1 -30 STA: 41 -02.88, 2.20 LT STA: 401 92.60, 24.81 RT 413.80 412.05 26 0 +94 STA: 41 +52.31, 5.00' LT STA: 41 +71.19, 7.74' RT 414.98 417.94 30 0 +94 STA: 41 +52.31, 5.00' LT STA: 41 +66.25, 11.67 IT 414.98 416.06 ASBUILT DRAWING CHECKED FOR COMPLIANCE TO CITY STANDARDS Date Date Date CALL 48 HOURS BEFORE YOU DIG 1- 800 - 424 -5555 NO. REVISION BY INO. REVISION BY I APPR. DATE 06'. s- 3�+41or4 CmL BlilIDa6 6 PRO= 1x5 & T61H TPtEET fia i2S9) Tli' -4509 EFOFFM. WAY, WA BOOM ddlWa�ilotLnef CITY OF RENTON DEPARTMENT OF PUBLIC WORKS BECLAN (AKA BECLAN PLACE) SANITARY SEWER PLAN AND PROFILE PRIVATE ACCESS ROAD DESIGNED: SAS DATE: 03/01/13 FILE NAME: 12183 -C19 DRAWN: TAS CHECKED: BAS SCALE: 1' = 40' MELD BOO[: PAGE: APPROVED: SHEET: C -19 OF: 25 missrw v wsu voxs 0 Y a a 3 's ti G 7 N N N U \ I 50 O 00 N 00 1 Z 0Z WZ¢ in Q W ZD_� W0O � Z < of O W 00]3:: Z_VlW �Q1n Q Z Q 1i 0 wz s 0 � 3 2 Ez w Fy d a m c v = a a o R z 0 rn I MORTAR FILLET BECLAN PLACE m MINOR AMENDMENT A PORTION OF THE NW %4 OF THE NE %4 OF SEC. 15, TWP. 23N., RGE. 5E., W.M. 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 UMITED TO 8:30 A.M. TO 3:30 P.M. ON WEEKDAYS UNLESS OTHERWISE APPROVED IN WRITING BY THE PLANNING /BUILDING/PUBUC 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 PATH "STANDARD SPECIFICATIONS FOR MUNICIPAL PUBUC 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 RESPONSIBILITY TO VERIFY THE TRUE AND CORRECT LOCATION SO AS TO AVOID DAMAGE OR DISTURBANCE. 5. A PRECONSTRUCTION CONFERENCE AND A 24 HOUR NOTICE SHALL BE REQUIRED PRIOR TO STARTING NEW CONSTRUCTION. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO SECURE ALL NECESSARY PERMITS PRIOR TO STARTING CONSTRUCTION. (INSPECTION WILL BE ACCOMPUSHED 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 BACKFIWNG 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" 4 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. 'A' 'B' 'C' D' 'E' 48" MH 48" 6" MIN. 5 "MIN 24" MIN. 21" I.D. 54" MH 54" 8" MIN. 5.5" MIN. 24" MIN. 24" I.D. 60" MH 60" 8" MIN. 6" MIN. 42" MIN. 30" I.D. +_ + Hill STANDARD PLANS 110/17/96 Edited tent AS ( LST DATE: 12/96 3/6/95 Corrected Tent m 112/15/921 Ca,.Wd Text DWG. NAME: BW18 SP PAGE: 8075 R z 0 rn I MORTAR FILLET BECLAN PLACE m MINOR AMENDMENT A PORTION OF THE NW %4 OF THE NE %4 OF SEC. 15, TWP. 23N., RGE. 5E., W.M. 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 UMITED TO 8:30 A.M. TO 3:30 P.M. ON WEEKDAYS UNLESS OTHERWISE APPROVED IN WRITING BY THE PLANNING /BUILDING/PUBUC 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 PATH "STANDARD SPECIFICATIONS FOR MUNICIPAL PUBUC 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 RESPONSIBILITY TO VERIFY THE TRUE AND CORRECT LOCATION SO AS TO AVOID DAMAGE OR DISTURBANCE. 5. A PRECONSTRUCTION CONFERENCE AND A 24 HOUR NOTICE SHALL BE REQUIRED PRIOR TO STARTING NEW CONSTRUCTION. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO SECURE ALL NECESSARY PERMITS PRIOR TO STARTING CONSTRUCTION. (INSPECTION WILL BE ACCOMPUSHED 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 BACKFIWNG 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" 4 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 V•,c, CTTY OF RENTON STANDARD PLANS EST DATE: 12/96 DWG. NAME: BR28 SP PAGE: 8071 7. IT SHALL BE THE RESPONSIBIUTY OF THE CONTRACTOR TO OBTAIN STREET USE AND ANY OTHER RELATED PERMITS PRIOR TO ANY CONSTRUCTION. 8. 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 FILL OVER PIPE SHALL BE THE SAME AS DESCRIBED. 12. OPEN CUT ROAD CROSSINGS FOR UTILITY TRENCHES ON EXISTING TRAVELED ROADWAY SHALL BE BACKFILLED PATH CRUSHED ROCK AND MECHANICALLY COMPACTED. CUTS INTO THE EXISTING ASPHALT SHALL BE NEATLINE CUT WITH SAW IN A CONTINUOUS UNE. 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 STABIUZED TO THE SATISFACTION OF THE DEPARTMENT FOR THE PREVENTION OF ON -SITE EROSION AFTER THE COMPLETION OF CONSTRUCTION. 6" MIN. - i t 6" MIN. -_ 1/2 BLIND FLANGE AS DAM D.I.P. TEE CL.50 ONE LENGTH OF DUCTILE IRON PIPE (CLASS 50) TO SOLID BEARING WHEN SPAN IS MORE THAN 4'. � FLEXIBLE JOINT BACKFILL WITH COMPACTED MATERIAL AS DIRECTED B ENGINEER. D.I.P. C1.50 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 F6 MIN. F!k 6" MIN. -r �1/2 PLUG AS DAM TYPICAL TEE -{ 2" MIN. MANHOLE r 6" MIN. ONE LENGTH OF DUCTILE IRON PIPE (CLASS 50) TO SOLID BEARING WHEN SPAN IS MORE THAN 4'. FLEXIBLE JOINT X BACKFILL WITH COMPACTED MATERIAL ZD f 0 AS DIRECTED BY 6" MIN, ENGINEER. N o : ar CEMENT CONCRETE CLASS C POURED IN PLACE 90' BEND (TYTON U -651) DROP CONNECTION FOR SANITARY SEWERS Fes- TYPICAL MANHOLE 'A' 'B' 'C' D' 'E' 48" MH 48" 6" MIN. 5 "MIN 24" MIN. 21" I.D. 54" MH 54" 8" MIN. 5.5" MIN. 24" MIN. 24" I.D. 60" MH 60" 8" MIN. 6" MIN. 42" MIN. 30" I.D. SANITARY MANHOLE TYPICAL DETAIL (Y p ADOPTED V•,c, CTTY OF RENTON STANDARD PLANS EST DATE: 12/96 DWG. NAME: BR28 SP PAGE: 8071 7. IT SHALL BE THE RESPONSIBIUTY OF THE CONTRACTOR TO OBTAIN STREET USE AND ANY OTHER RELATED PERMITS PRIOR TO ANY CONSTRUCTION. 8. 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 FILL OVER PIPE SHALL BE THE SAME AS DESCRIBED. 12. OPEN CUT ROAD CROSSINGS FOR UTILITY TRENCHES ON EXISTING TRAVELED ROADWAY SHALL BE BACKFILLED PATH CRUSHED ROCK AND MECHANICALLY COMPACTED. CUTS INTO THE EXISTING ASPHALT SHALL BE NEATLINE CUT WITH SAW IN A CONTINUOUS UNE. 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 STABIUZED TO THE SATISFACTION OF THE DEPARTMENT FOR THE PREVENTION OF ON -SITE EROSION AFTER THE COMPLETION OF CONSTRUCTION. 6" MIN. - i t 6" MIN. -_ 1/2 BLIND FLANGE AS DAM D.I.P. TEE CL.50 ONE LENGTH OF DUCTILE IRON PIPE (CLASS 50) TO SOLID BEARING WHEN SPAN IS MORE THAN 4'. � FLEXIBLE JOINT BACKFILL WITH COMPACTED MATERIAL AS DIRECTED B ENGINEER. D.I.P. C1.50 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 F6 MIN. F!k 6" MIN. -r �1/2 PLUG AS DAM TYPICAL TEE -{ 2" MIN. MANHOLE r 6" MIN. ONE LENGTH OF DUCTILE IRON PIPE (CLASS 50) TO SOLID BEARING WHEN SPAN IS MORE THAN 4'. FLEXIBLE JOINT X BACKFILL WITH COMPACTED MATERIAL ZD f 0 AS DIRECTED BY 6" MIN, ENGINEER. N o : ar CEMENT CONCRETE CLASS C POURED IN PLACE 90' BEND (TYTON U -651) DROP CONNECTION FOR SANITARY SEWERS Fes- TYPICAL MANHOLE _,-� FOUNDATION tY p ADOPTED CONSTRUCTION CONCRETE ENCASED c,•T CITY OF RENTON DROP CONNECTION +_ + STANDARD PLANS 110/17/96 Edited tent AS ( LST DATE: 12/96 3/6/95 Corrected Tent m 112/15/921 Ca,.Wd Text DWG. NAME: BW18 SP PAGE: 8075 DATE REVISION 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 ENTIRE 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 5- 344615 ASBUILT DRAWING 03-01-13 A•A k&%mo<;>AAa%, PLLC CIR �&MOM MMOI�R lw s 3mm BmEET a (z) P16 #" B]1EMAL MAY. MA R= b dI ftbv .%imf C CITY OF RENTON ALL 48 HOURS DEPARTMENT OF PUBLIC WORKS BEFORE YOU DIG BECLAN (AKA BECLAN PLACE) 1- 800 - 424 -5555 1 SANITARY SEWER NOTES AND DETAILS NOIREVISION Q19 'r s- 345�4�15 DESIGNED: BAS DRAWN: TAS CHECKED: BAS BY APPR. DATE APPROVED: DATE: 03/01/13 1 FILE NAME: 12183 -C20 SCALE: AS SHOWN I FIELD BOOK: PAOE SHEET: C -20 OF 25 a6: 5— 341 7zG16 (:N BECLAN IAKA BECLAN PLACE] - MINOR AMENDMENT p DO N s° 41— A PORTION OF THE NW 1/40F THE NE 1/40F SEC. 15, TWP, 23N., RGE. 5E., W.M. CITY OF RENTON, KING COUNTY, WASHINGTON I J_ Q H— W O 2' -0" {�1/2" WEB 8 PL. I 3/4" SQUARES SPACED – 3/4" CONCRETE 1/2" x 3" x 3/8" NON –SKID PATTERN ZOQ AS INDICATED – HT. 1/8" -j CLASS 3000 CAST INTEGRAL ON TOP < H ❑ — [ 1 /2„ - t :� �.`'. ° ° ° 25 -1/4" Z ❑ ❑ ❑ 0 OO CO I ill a 24" : Z ❑ 0 Y– 4 -3/4" 1„ Q J Q 2 0 W �O DO 3: Z 0 LLJ RAISE -1/2" FIBER JOINT 1 to Z M Q (n U} WIDE BORDER PACKING 1" �1 -1/4" 23 -1/4" 3/4„ m QCkf 1D" 45° (1/8) BEND , FRAME (NON - LOCKING) COVER NON - LOCKING) 33 -1/4" Z 9„ FOR 5/8 " -11 N.C. x 1 -1/4" SECTION A -A (/") PIPE MATERIAL AS SPECIFIED ;; A S.S. SOC. HD. CAP SCREW (3 REQ'D.) 8 -3 4" BY THE ENGINEER ;'' „ TYP B 5/8” 3/8" 1 -3/8" TYP. NON —SKID PATTERN ° ° B 0 0 '' 1 " SEAT —� I-2 -1 /2" 0 7 25' OX.,1"/2 E� 3 7 -3 4" 2" RAISED LETTERS AS REQ'D. SEE NOTE No.3 BELOW SECTION B -B 8 UNDERSIDE SHOWN FOR CLARITY v 15 PLUG TO BE SEALED 3/4" CORE (TYP.) ON 23" B.C. N SAME MANNER AS TAP 5/8 " -11 N.C. 1_1/2" CORE (TYP.) (LOCKING) to CAST IRON RING AND COVER MAIN SEWER JOINTS. ON 23" B.C.(TYP. 3 PL.) an NOTE: FRAME COVER (LOCKING �I o IN UNIMPROVED AREAS POUR V -0" THICK 6 INCH OR 8 INCH CLEAN —OUT ,LOCKING) NOTES: MANHOLE FRAME AND COVER D 2' -0" SQUARE CONCRETE, CLASS 3000, PAD AROUND \�Y p ADOPTED RING AND COVER. 0 CITY OF RENTON 1. FOR NON— LOCKING USE OLYMPIC FOUNDRY No. MH 30 OR EQUAL. \�Y p ADOPTED 2. FOR LOCKING LID USE OLYMPIC FOUNDRY No. MH 30 D/T OR EQUAL. p T CITY OF RENTON $ IN ASPHALT ROADWAYS RESTORE AROUND CLEANOUT RING 4 4 3. USE FRAME AND COVER FOR STORM (SPECIFY "DRAIN" ON COVER),_ AND COVER AS REQUIRED BY STANDARD DETAIL DRAWING BR36. p— ? STANDARD PLANS SANITARY (SPECIFY "SEWER "), OR WATER (SPECIFY "WATER "). P STANDARD PLANS 4- ti F N j 0 LST DATE: 12/96 F N j 0 LST DATE: 12/96 11 1 10 17/9 Added notes. DCV AG DATE REVISION BY APPR DWG. NAME: BW188 SP PAGE: 13076 10/17/j Edited notes. OCV AG I DATE I REVISION BY APPR DWG. NAME: BR29 SP PAGE: B074 ALL 90• TURNS SHALL 4" CLEANOUT WYE WITH BE ACCOMPLISHED BY MEANS NOTES: ' y3 2 45' BEND AND PLUG. OF A WYE AND 45' BEND. N w w w TWO 45• BENDS SHALL NOT 1. Prior to installation of a sanitary sewer connection. z z z a aide –sewer permit must be purchased from the City of BE ACCEPTABLE. Renton Public Works Department. Q sw 2. Type. of pi and fittings that can be used for sanitary sewers shall be approved by the Department of Public Works. w w w 0. 0. tt Rubber or neoprene gaskate as specified by the manufacturer, shall be used on joints. HOUSE a HOUSE n HOUSE a. HOUSE 3. A minimum grade 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 ggr.do release to the City and then can install 3 –0" MIN. e' pipe at a grade of R. 4. For inspection of aide sewer, call 24 hours W 3 ppw i r– y# in advance, 277 -5570. Site must be ready for inspection 4" SEWER PIPE and representative on site when inspector BEND AS REOUIRED (TYPICAL) arrives at ap anted time. Side sewer and stub NO MORE THAN 45• BEND). 4" SURFACE a ( ) 2po ERY 2ND CHANGE IN 4" SEWER PIPE, SEE NOTES 2 AND 3. shall be to ad per City epaciouseona. CLEANOUT S=344616 S •h DIRECTION OR GRADE WILL k Make the connection at the house. Do not backfill WyE 4" TEST TEE WITH MINIMUM LINE SIZE FOR OTHER THAN the ditch until a royal is given b the ins actor. R UI St�j2FACE PLUG FACE UP SINGLE FAMILY 1S 6" g y p iI C 0 WY 4" CLEANOUT TYPICAL Final approval w, l be geared attar the eziating ( ) septic tank hoe been pumped out and filled with Band. 0. OL WYE WITH PLUG 1 PROPERTY LINE PROPERTY LINE 5. Install side sower with 2' minimum cover. 18" Q 'o 'a 'a 'a cover is allowed at the house if outlet is shallow. 6' MIN. 6'k 4" REDUCER a O O O (TYPICAL) C 6. aide sewer stub is net available. The owner .hall �n �_ yj be mronsibla for its installation. The aide sewer MAIN SEWER LINE S (if �1 shall be a minimum of 6' in size. If tee is not available, the main sewer line must be topped ASBUILT D W t a coat iron .addle. All work within street TYPICAL BUILDING SEWER INSTALLATION PLAN and right —of —way shall be done by a licensed and bonded contactor. m Z 4" SOIL PIPE 7. All work shall be accomplished in accordance - 0 4o IF THE BUILDING SEWER SERVES ANY FIXTURE with the Washington Industrial Safety and 4" CALDER COUPLING Health Act. (WISHA) - v -1 HAVING FLOOD LEVEL RIMS LOCATED BELOW THE OR EQUAL TO FIT o ELEVATION OF THE NEXT UPSTREAM MANHOLE COVER O o B. All trench restoration for aide aewere m the public A. SC �` k Sad SURFACE CLEANOUT - O OF THE PUBDC SEWER SYSTEM, A BACKFLOW PREVENTION right —of —way shall conform to the most current trench O DEVICE SHALL BE INSTALLED EQUAL TO TYPER 2 -84. restoration requirements as shown on ding. /HR -23. Og 1lA,gB W / 'GA 4"x 4x4 WYE 9 e C m in 9. All building sewer and aide sewers shall have 0. , accordance m bedding in accordance with drawing BW18C or 4" PIPING BR09 as applicable. _ �:Y1�I�J6L �� -1A 4 "x 4 "x 4" TEST TEE O 4" CALDER COUPLING Ow Z z OR EQUAL TO FlT 10. Thera shall be a minimum 10 foot horizontal separation 1 W ¢ FACE UP AND PLUGGED o w between sanitary side sewers and water services and a .'� AA . 32223 �Tlsra� `� O l'1 4" NIPPLE I +�i minimum 5 foot horizontal sepeation between sanitary side SURFACE CLEANOUT VERTICAL DATUM: BENCHMARK 1 , VL A �= �� w i m VI sewers and y9 other utilities. z m 6 "x 4" REDUCER 4 "x 4 "x4' WYE IDNAL CITY OF RENTON, NAVD 88 tale S. a7`+TM SO07 A. (�) 25-4M zoo? Js re 6" COUPLING TO FLT 4" PIPING CITY OF RENTON BENCHMARK #2104. 1" IP �sAL WAY• wit isooe AtAsds11040' of END 6" PIPE PLAN W /PLUG & TACK DOWN 0.9' IN CASE LOCATED o30[/3 En ao ° z REMOVE 2 "x4" STUD AND CAP OR PLUG — TYPICAL BUILDING SEWER — BUILDING DRAIN AT THE INTERSECTION OF SE 136TH ST. AND o f m ?i ON END OR EXISTING 6" SEWER PIPE. x o FOR LOW HOUSE SIDE SEWER (PROPERTY LINE) 144TH AVENUE SE. ELEV.= 399.340 FEET (121.719 CITY OF RENTON a I AND INSTALL BUILDING SEWER COUPLINGS, oilMETERS ) CALL 48 HOURS REDUCER, TEES, AND BENDS AS REQUIRED. TO BUILDING CONNECTION DEPARTMENT OF PUBLIC WORKS BEFORE YOU DIG PROPERTY LINE INSTALLATION PLAN 41 DETAIL BECLAN (AKA BECLAN PLACE SEE SIDE SEWER wz 5" PIPING TO W –D" ZY ADOPTED CHECKED FOR COMPLIANCE 1- 800 - 424 -5555 r,Nl BEYOND PROPERTY LINE VOT CITY OF RENTON Zw 5" S1DE OUTLET TEE r SANITARY SEWER NOTES AND DETAILS TO CITY STANDARDS w CALL FOR LOCATIONS BEFORE YOU DIG ♦ ♦ a o SEE NOTE 6 SEWER MAIN 48HR LOCATORS 1- 800 - 424 -5555 STANDARD PLANS O rn DESIGNED: BAS Date DATE: 03/01/13 FILE NAME: 12183 -C21 � F p LST DATE: 12/96 a P LAN DRAWN: TAB Date O BUILDING SEWER INSTALLATION 10 /17/9 Edited text Dcv Ac DWG. NAME: BR35 SP PAGE: 13082 Date CHECKED: BAS SCALE: AS SHOWN BOOK: PAGE' Z DATE REVISION BY APPR SHE NO. REVISION BY APPR. DATE APPROVED: SHEET: C -21 OF: 25 a6: 5— 341 7zG16 V A' 6 G 11 3 9 w N M N � U I 4 00 O £ (N V / J W 0 0_Z�Z Z LLJ c) LLJ W p O G7 : Z Q Q J < LLJ .i0073:: Z_U)W Q z�(n U GO Z Q !7 w Y O 0 E-4 �z �WW 0- w c 'v m m rn v o a `E o Z O >N W Of G 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 IAKA BECLAN PLACE] - MINOR AMANDMENT A PORTION OF THE NW % OF THE NE 1/40F SEC. 15, TWP. 23N., RGE. 5E., W.M. CITY OTHERWISE SHOWN OF 2.5' COVER AT PROPERTY RENTON, 3 -5' LOWER THAN THE LOWEST HOUSE ELEVATION, WHICHEVER IS LOWER. SCALE: AS SHOWN KING COUNTY, o Z O >N W Of G 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 IAKA BECLAN PLACE] - MINOR AMANDMENT A PORTION OF THE NW % OF THE NE 1/40F SEC. 15, TWP. 23N., RGE. 5E., W.M. CITY OTHERWISE SHOWN OF 2.5' COVER AT PROPERTY RENTON, 3 -5' LOWER THAN THE LOWEST HOUSE ELEVATION, WHICHEVER IS LOWER. SCALE: AS SHOWN KING COUNTY, WASHINGTON NO. REVISION BY APPR. DATE APPROVED: P11WC WMi 6" BUILDING SEWER PIPE z 0 I Li PROPERTY LINE FUTURE BUILDING SEWER w ? 2 "x 4" STUD SERVICE MARKER PAINT UPPER -TEE WITH 6" SIDE OUTLET J PORTION WHITE ANS STENCIL ON SIDE WORDING "SEWER" WITH 3" HIGH BLACK LETTERS. D- AND #6 WIRE WRAPPED AROUND THE STUD AND 6" SIDE SEWER AND BUILDING SEWER d EXTENDED TO THE TOP OF THE STUD. 0 a 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. 60" ALLOWABLE MAX. VITRIFIED CLAY, PLAIN AND REINFORCED CONCRETE, D1 PIPE AND Cl FOR CAST IRON PIPE PIPE SEWER MAINS ARE TO BE CORE DRILLED OR DUCTILE IRON PIPE. 1:3:5 MIX oh G BLO KI E OCNG 2`' PNG�Eg OG� GGN 2% MIN SLOPE 6" SIDE OUTLET TEE SEWER MAIN 6" MIN. CONCRETE BLOCKING ANGLE OF TEE AT MAIN OVER 25 ELEVATION HORIZONTAL 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. CHECKED FOR COMPLIANCE TO CITY STANDARDS Date Date Date STANDARD SIDE SEWER INSTALLATION (SEWER MAIN TO PROPERTY LINE) ADOPTED CITY OF RENTON STANDARD PLANS N (O� LSf DATE: 12/96 DWG. NAME: BR39 SP PAGE: B078 5- 344611 ASBUILT DRAWING AfEll ,Pac 0111%..II 1916 S 525 6D1EE! Bs (253) 2a'1S -1.i. fIDFAII fty.. 141 imKx b.*.B6191.Ip1 C CITY OF RENTON ALL 48 HOURS DEPARTMENT OF PUBLIC WORKS BEFORE YOU DIG BECLAN (AKA BECLAN PLACE) 1-800-424-5555 SANITARY SEWER NOTES AND DETAILS DESIGNED: BAS DATE: 03/01/13 FILE NAME: 12183 -C21 SCALE: AS SHOWN FIELD BOOK: PADFa CHECKED: BAS NO. REVISION BY APPR. DATE APPROVED: P11WC WMi SHEET: C -22 OF: 25 06' i3 WP ti n s U �N BECLAN ]AKA BECLAN PLACE] - MINOR AMENDMENT A PORTION OF THE NW 1/40F THE NE %4 OF SEC. 15, TWP. 23N., RGE. 5E., W.M. CITY OF RENTON, KING COUNTY, WASHINGTON OR 13 TYPE 1 ?� m STk41 +54.95,5.00'RT SS SD STUB ASBUILT NOTE. w z ~ \ �.8- N 88 ''4" W 259.24' m / 0 IE= 417.76 6.0 IN (N) I I \ 76.85' s' chum F ce 5' w DM= 421.82 \\ \\ 1z• \ 1r 1 ` IE= 417.26 12'1 OUT (S) o I THE PLAN VIEW OF THE SANITARY SEWER SERVICE Q 11 i..1.._- y / (t.., t AND STORM DRAINAGE SERVICE STUB INVERTS ARE 0- � 0 (� J /-� 1 1T ce0 l -'- \ I �- - - - / SSMH .TYPE 1 48'0 SCTA65+0Y85, 15.220LT I SHOWN ORLE N THE .INDIMDUAL UTIUTY PLAN AND w Z L3J I \ (, j SrA 40+58.67, 5.04 RT Z Ld ? - O ce 3, TYPE 1 26 MaKe A 30 28 RIM= 419.73 w /SOLD LOCKING UD DM= a1es7 pg ~ STA: 40+29.54, 0.68' 1Y 1 ./ IE= 414.79 12'0 IN (E) i Q J e• �'w0a 1 FF= 43 / 4 \ IE = 413.16 B•/ IN (N) IE= 414.79 1Y0 IN (N) 7 0 _ RIM= 419.19 IV Fhuw�!� / L n IE= 414.79 12.0 OUT (11) Q IE= 414.97 12.0 IN N ( ' 16/ i r IE = 413.06 8'0 OUT (SWj W z � F z STORM DRAINAGE PIPE TABLE IE= 415.476.0IN (E)' I GRAPHIC SCALE w o � O , , .' D.aA v/ , �_. o SSMH TYPE 1 48 0 ( R -I IE= 414.97 120 OUT (S) 1 = 1 i '�� lI1 �..� J { i'" T ° STA: 2 +19.67, 0.95' RT 4 TYPE 1 CB 5 TYPE 1 EK SSMH w o 25 w Tao 2ao Q Lil 1O 20 LF 12' 0 CPEP 6' - fi&669� - 9.80 %� ap° R, ` I ! - "' RIM= 419.03 w STk 4 +14.89, 15.54' LT STA 4+14.89, 15.54' RT 20 LF PFRF. 8'f v, /SgID LOCKING UD I I 'P "-1 RIM= 1432.7 Q J I- J PVC LAD ON THE TR I N 'w717Y 686 '14' g0.2T 8 IE = 409.59 8'0 IN (SE, NE) CURB THRU CRATE CURB THRU GRATE IE C CHAIN = 1420.8 8.0 IN (S) Q Q 14 LF 12' 0 CPEP ®&BiBfr- 5.64% SURFACE 0 0.OD% \\ ) 7, 5'' SF ��°^ 54 IE = 409.49 8'0 OUT (W) RIN= 417.06 RIM= 417.06 vo m Q (I NOT INCLUDED IN PLANS W/ CAPPED END \ / $ K' IE= 413.40 6'0 IN (N) IE 413.56 6.0 IN (S) No IE C/L CHAIN. _ +420.8 8 °0 OUT (N) z I h, IE= 41290 12 °0 IN (E) IE= 413.05 12'0 OUT (N) ( IN F� ) SWD LOCKING UD Z Q O ® r1 LF 12' 0 CPEP 0 -}.46% -7.56% 1 �! Ce6 \,. / \ 2 -. o\ IE= 41z90 12Y w (s) CB zz TYPE 1 1 inch = 50 ft IV "9 CB OB TYPE 1 -L I z \ IE= 41290 12Y OUT (W) g O O5 -"5-LF 12' 0 CPEP 0+48% 1.6DX 1 / STA: 430.2D98. 17.22' RT 0 U � STA 27 +56.80, 18.58' RT ` '-� I F 1 E 2. 48'0 CB 6 TYPE 1 CB 7. TYPE 1 CB 8 TYPE 1 DM= 43010 W O �r}' RIM= 417.49 1 I \ FF= 42 \�L ST ! 3+46.W, 14.22RT STA 5+05.85, 15.22' LT STk 5+47.00, 15.22' LT STA: 5+47.00, 15.22' RT \ i IE= 426.26 KNOCKOUT ONLY) © -rOCLF 12' 0 CPEP ®3.98% 5.48% IE= 413.49 12.0 OUT / ` 7 , \ 17.62 RN1= 41867 RIM= 419.91 RIM= 419.91 )'� (KNOCKOUT (, S=344618 m = (' 1 m ° Iv \ t. a 414.791Yf IN E IE= 415 75 IN E IE= 426.26 12'0 OUT (5) 07 182 LF 12' 0 CPEP ®�- 7.7.9rr 1.63% I'- 29 / I 5 38• a,,, tt- iN-(N) O N) IE 415.41 6b IN (S) �c,�1 CB A TYPE 2 48'0 FF= 421 { / .+ \ I .1$018- "g 41¢.79 12'0 IN (N) IE= 416.25 6'0 IN (N) IE 415.91 12'O,WT (N © 75 LF 12" 0 CPEP 01-60X- 1.97% STA: 27 +22.00, 18.22' RT >,r N / $ - - IE= 4 WT - ��I+'�g- rZ•0 -WT _ K,- 415.75 12 °0 WT (W) �1 r\ i g SSMH TYPE 148 °0 137 LF 12' 0 CPEP 0 3.95X- 6.13% RIM= 417.40 1 z • . e % ,� ( _` _- 12e ` r a2 -.\ STA: 7 +2000 5.00' RT IE= 411.42 12'0 IN (E) N84Y8' ^ `•'� / _ 4. \ `\ hD11 RIM= 15.83 -0SWD LOCKING UO I 9A 167 LF 12' 0 CPEP 0 9.829E 0.78% IE= 411.42 12'0 OUT (SJ - - 6 °o I IE = 41583 fi 0 O (N(W) Im/ 14••�� N 86'23'14" W % 3FF?j?27jj ' xDS \>R o 75 000 en2$875' 34200' PNr F IE = 415. 70 8'0 OUT (W) 10 162 LF 12' 0 CPEP 06$22% 0.59% FF 421 \ - 687 ) s FOUND PUNCHED 3' BRASS 29 -61599 C ! \ j we FOUND PUNCHED 3 1 2" BRASS SURFACE MONMENT lOB i7-LF 12' 0 CPEP ®B:J% 0.38% / I \- /'✓ - -� \ / _ ` E% SSMH SURFACE MONUMENT STA: 1 +15.00, 5.W' RT �'I L' " - ww - - /- .i RIM= 2430.1 CITY OF RENTON HORIZONTAL CON OU POINOUT H�Z ONTAL a _ ... .,.,�., e . ,,... RIM= 417.64 w /SWD LOCKING UD IV) t \ / / wP ' -'7F- IE Ct CHAN. _ ±422.6 8 "0 IN (E) CONTROL PgNT /1851 N 180904.8037 Il , �I IE 408.92 8'0 IN E I li I `� I \ I \: - i N 180978.6255 1 67 lF 12' 0 CPEP ®49B9F 0.39% ,.5.. \ �� 25 I IE C/L CNAN = 1422.6 8 "0 OUT {N) E 13186223830 .S7 E 1313999.6090 IE = 408.82 8 "0 WT'S _ �' �� v` � '\'� / - I ! 120 LF 12' 0 CPEP ®935% O.60X O 0 \, � _ - -� , 0 s © I 8 " ( I\ \ / I 4 23 `\ - -'L_ 8 $ 10 BASIS OF BEARINGS CB TYPE 48'0 %Zr _ fi I FF= 423 \ E- 1 1321.28 N.E. 4th Street O L O I _ _ N 88'21'13' W 284256' 10 11 O 3 .I \\ FF= 420 FF' 421 .� i T - (� 1© 45 LF 12' 0 CPEP 0643%• 7.09% srA: 27 +2667, 46.72' RT 'I i\ °� ° FF =/ 426 FFF=1427 w,l , Imo, RIM= 418.10 i 8 I 14 ✓' 35 LF 12' 0 CPEP ®1379F 1.75% IE 411.57 12'0 IN (NW) I W \ '`� ' 35 W , r \ OR 1, TYPE 1 `s UD 00(ING UD )! \ `J a%a STA 26 +68.33, 17.22' LT E4 E= 411.57 12'1 IN (E) T ` \ \ ,y I I , h - ° _ ILL W 138 96 LF 12' 0 CPEP ®$449F 1.86% IE 412.07 6'0 IN (S) � Q ( \ \ \ \ I 1 i jRIM= 428.72 I O IE= 411.5712'001T(S'A1 1� I \ \ °f� wJ : ./.... I Z5 -, w IE= 428. 12'0 IN N 14 73 LL 12' 0 CPEP 0638% 0.60% a„ IE424.71 1270 OUT (S) 30 LF 12" 0 CPEP ®633% 0.67% 4„rte _ �- STk 26 +55.00, 18.22' RT Q �\ i c. n 661.25' N1 m RIM 416.69 ' ceae- 418 \ LV X�\ EXST CB IIl >I \ 16 91 LF 12" 0 GPEP 09:96% 2D9X • CaOa/ ~ \ \ RiM= 428.& - I ^ NQI IQ N 180086.0715 rn IE 410.87 126 IN (N) y,, Z c 9 - [En 425.1 12" CONIC OUT S m �' 1© 41 LF 12' 0 CPEP ®4:439F 220% IE- 410.87 12'0 OUT (5) % \�--� %/- , /. • O � 1 Ir c a IIR `0 18 30 LF 12' 0 CPEP 0 6339E 0.43% CB IOP TYPE 1 = I \ 1s Nwal / \� ; 4 - A `-.. IJJ, '°I lo+ d STA 24+93.00. 35.00' RT J _ m j O j m 19 130 LF 12' 0 CPEP ® 1.799E 1.20% SWD LOO(INC UD _ +�, _ , ___ -- -'- ` - S Ezs• CB wL_ 661.8_6_ -=I ,,, �a `g ® - - - - - - Re \ \ +Y �� TYPE I, �� L -- - �� :�::. �� EIM 422.67 72" CONIC IN N a 1323.71'N.E. 2nd St+ w - -_ -- w 134 LF 12' 0 CPEP 0 i9B% 285% - - - ��, I �a'i -- - 1323.71' - - - I sk 4 Js T/ b -1 \. ,- u. 422.012" CONE OUT s MI N 6ersls w N 6647.43' _R ©j 192 LF 12' 0 CPEP 0 2:67% 265% 8 5 _ 17 ! I 5WO LOCKING LID O SSMH TYPE 1 4B'0 - - - - - - yE. FFF 417 - t `\ H ®102 LF 12' 0 CPEP @ 1.52% 261% STA. 3+70.28, 10.04' RT \ III q SSMH TYPE 148'0 o¢ RIM= 417.50 w /SWD LOCKING UD \ ° STA: 25 +20.26, 15.00' RT \ j \ IE = 410.59 6 "0 IN (SW) RIM- 41516 W/SOID LOCKING U o m ©3 138 LF 12' 0 CPEP 061%1.97% �`, I- : a M IE = 410.46 8'0 IN (E) ° wd _� a al SSMH , TYPE 1 48'0 ea n $ IE = 410.36 8'0 OUT (NW) IE 407.74 8'0 IN (N) I '; r - _w^,�,N�y, - 1 114 13 ( / \ 'I k,- I = STA. 25 +65.39, 5.W LT I In IE - 407.64 8'0 OUT (S) I I i _ T \- - FF 419 1 ff= 419 ,II�I1- FF- 4201 \1 FF.L 1��I FF= 423 I 1 �y24 I `� '' \ $ \ :I U RIM 426.25 w/SWD LOCKING UD �^ ^ I IR \r/ 16` \y \ - 1 \� (' J 4 �_. I \ III FF= 426 \` \� �\ Q 2` IE = 418.00 8'0 OUT (w1 I I CB 0 TYPE 1 ! / FF= 415 174 - ->• �% 1111]] L ! w= - J L �.._.. I ` _ 7 `,...� e. ' CB 120, TYPE 1 ' SANITARY SEWER PIPE TABLE STA24+93.00,19.12'Ri L- _J L\ _ ,L �' a \�, _ _ �• I STk 24+76.03, 17.22' LT I RIM= 414.16 I - - -__ r - ` 1 , \\ I I \ RIM= 423.50 15 - 1326.15_ _ 1 1O 217 LF 8 "0 PVC SDR35 D3034 ® 0.50% IE 409.55 12'0 IN (N) I _ i - - - - ar \ ' 6aar 6aw 1 I L IE- 419.59 12 °0 IN (N) N 88'29'1Y W - 265230' - - 14 IE 410.05 6.0 IN (E) r_ -:ac - 6aar _ 47+LF 8'0 PVC SDR35 D3034 0 0.50% IE= 409.55 12 "0 OUT (S) - J \, fi0'60 li 60'00 6aar Ba69' �, - ® 9, i' , IE= 419.59 12'0 OUT (S) al - 1 © 153 LF 8 "0 PVC SDR35 D3034 0639%0.45% cB TYPE WO I I - 1 _ \ \ 335533 STA.7 +11.51, 41.47 LT a°° �- m,'• �' $' iy IXSTGS DETAIL OF NE 1/4, SEC. 15 AND VICINITY MAP ® 349•LF 8 "0 PVC SOR35 D3034 01-59 %1.48% CONTROL STRUCTURE j ,4 �.__- \, \ \ (- ar°� -j I • .I RIM= 423.1 SCALE: 1° = 600' SWD LOCKING UD ew ® 187 LF 8 "0 PVC SDR35 D3034 06.29%6.18% RIM= 409.50 I �I I I �\ `'•\ \ -. I \III I I '\ I I I I 1 IE 4206 1z' caec :x ;N) IE 399.00 12'0 IN (NE) I I \� I I IE 420.6 12° CONE WT (S) ® 53 LF 8'0 PVC SOR35 D3034 00.56%0.75% () ail E tJ,T 7 - QQ \ 4 IE- 399.00 12'0 OUT 5 1 P ,\ 3 2 19, TYPE 1-L w u� ce TYPE t I TRACT 9 FT= 414 9 5 Fv= 416 % 1 i © 62 LF 8'0 PVC SDR35 D3034 03:66%5.32% I ,_..� , RIF am 5 1 PF= 419 FF= 420 �I FF= 421 RIM 23+4212 2207 LT w ni 1 I CB P E t \ I FF= 412 $I cr el RIM= 419.70 STA: 23+55.64, 19.,54' RT ., LEGEND ® 94 LF 8'0 PVC SDR35 03034 0+:94 %216% $ I I I s +¢6.43, 35. T \ III I I I I IE= 415.70 12'o 0 (O THRU CURB GRATE 4� Q7 411 LF 8 "0 PVC SDR35 03034 ®9-53 %1.45% V RIM = 406,40 1 I D IE= 415.70 IX. 12'0 Wi (S) IE 401.40 12'0 IN (N) 1 u 71 �- I I ` III IR 1 EXST CO g , FOUND SECRON CORNER AS NOTED HEREON. ® 237 LF 8'4 PVC SDR35 03034 0 249%261% IE= 401.401z'f OUT (E) 1: 1 I��'Ig mr _J L L ; -, '�- ' \ �. _ \\ - RIM= 419.7 ■ Q. - 'w -- -- - - - -- \ L =w- �=�_ -`? \I / I f IE 74 12' CM IN ) wIOq FOUND OUAI CORNER AS NOIW HEREON. i� � '� __-CCC III '�'ar s� _ -- as _/y I IE- 417.412° CONC IN E( I IE- 4172 18" CONC OUT ar $� - HORIZONTAL CONTROL 9100 - SEE SHEET C-6 _ - o STREET LIGHT NOTE _ _DSSMH PE148f - - �- - - -= - - -- - - - - -- - -� � DO STA: 20+3335, 157D'LOCK - _ __' ,_ - ♦ THE CONCEPTUAL STREET LIGHTING LAYOUT SHOWN RIM - 406.57 w /%DUD LOCKING D 9 IE =aosa *-- � ��' J _411 41st- - -- Pv - 7. _ ON THESE DESIGN DRAWINGS IS STRICTLY FOR IE 396.05 ell IN (N) GB , TYPE Z 480 lL 411.4 wn- TYPE 1 * r • '+�0 ,4133 1a s:% -F-^ - -- - >� wP- STA: 8+00.00, 14.22' LT x o'"r., e; g PRELIMINARY DESIGN OF UTILITIES. PLEASE SEE THE IE - 395.95 8'0 OUT (N) '� U STk 9 +85.43, 1522 LTc I w ® APPROVED ILLUMINATION PLAN PREPARED BY Ex. SSMH rmE 1 60'4 I \ RIM= 410'46 Q RIM= 413.79 T/PE 1 RIM= 41 DF wASyf �f HERMAN TRAFFIC ENGINEERING FOR ALL STREET STA: 22 +85.27, 3.58' i .: II IE 399.70 12'1 IN (E) J IE= 410.20 6'0 IN (N) STA. 11+67.68 15.22' LT 59AH TYPE 1 48'0 I RIM= 419.4 �Q•o6 4y3 r n IE- 399.70 12.0 IN (W) I IE= 409.70 1Yf IN E RIM= 416.92 IE= 476.7 78" CONIC IN (Nj RIM = ±406.-0 �- O% STA: 23+28.39, 5.00' LT LIGHTING CONCERNS REGARDING BECLAN PLACE. IE= 399.70 12'0 OUT (NE) IE= 409.70 12'0 WT L� IE= 413.42 s'e IN (Wj IE= 416.9 1z" calve IN •� �.0� IE = 2395.88 B °/ IN (N) 3 _ ( RIM= 420.19 w /SWD LOCKING UD I (E) w3 • Sw"'IIIIII `• IE= 41292 12"0 IN (E) IE= 476.8 12' CONC OUT (S) IE = 2383.50 B "0 WF (5} I k I CB , TYPE 2, 48.0 I� EXST S6MH IE= 41292 12'0 WT (W) IE = 41210 8'0 IN (N) 1 I . •i�F �� INSIDE DROP, STk 7 +06.60, 23.50' LT Q STk 9+7.65, S. W' LT IE = 41200 B'0 OUT (W) SDMH RECHANNEL MANHOLE I SOLID 09.13 LID 1= IE = 41280 I RIM= 420 2 ,�sre2ss� GR � W PIpIE13 RIM = 98.15 1 IE - 405.70 6.0 IN (E) !E 407.8 36" 1P R: (E) rOAAL g:* 1015 sculx 425111 s11aFFr 2Ae DM) �7' -45G7 IE= 39815 12 "0 IN T( 0 IE = 405.83 6'0 IN (N) EST 41 !E= 407.7 36" IP OUT (5) Z IE= 398.15 12 °0 OUT (S) 0 !E = 405.60 8'0 WT (S) RIM= 418.9 p3•p[ • IB iFOF1iAL WAY, WA Ili 0sdn064dd.Mt IE= 417.6 12° WNC IN (N) g IE= 417.4 12" CONC OUT (S) WATER NOTE CALL 48 HOURS CITY OF RENTON THE CONCEPTUAL WATER DISTRIBUATION SYSTEM DEPARTMENT OF PUBLIC WORKS FOR PRELIIMINARY DESIGN OF UTILITIES• THEIACTUAL BENCHMARK VERTICAL DATUM: BEFORE YOU DIG WATER DISTRIBUTION DESIGN WILL BE PREPARED BY CITY OF RENTON BENCHMARK #2104. 1" IP W /PLUG CITY OF RENTON, NAVD 88 KING COUNTY WATER DISTRICT #90. & 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) C3 Z AJDUILI URXYY IIYl7 1 -800- 424 -5555 C BECLAN (AKA B BECLAN PLACE) DESIGNED: B BAS D DATE: 0 03/01/13 F FILE NAME: 12183 -C23 SCALE: 1• = 50' F FIELD BOOK, PAGE: CHECKED: BAS S NO. REVISION BY APPR. DATE APPROVED: S C- 3 O : 5 aw¢rOK or Puauc vv«s