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HomeMy WebLinkAboutWWP2703275.1r3 0 . 01 I III �I MIN FFE: ' 1 A P OR TI O of the S.E. 1 1 U �� p333.0/ _ SECTION 4, TOWNSHIP 23 N , RANGE 5 E., � I. .M, S8g 1 J ' 27 E 15,03 II NOTE: I - ALL TRENCH RE TORATIO N SHALL E PER THE CURRENT CITY l I � _ 'NEW MH 1 �j i I I STA 1+05.6, 5' RT. OF RENTON TR INCH RESTORATION AND STREET OVERLAY I i1 O II SET OVER EXIST. 8 PVC 1 \ I I ( 1 RIM: 332.*.S IDETAIL. ! MIN FFE: �\ MIN FFE: �% MIN FFE: `a II IE: � (NEW, E) 31'1 , 22�� 341.0 / 344.0 I I o � I U 11 1 IE: 31751 (EX,, N fit`?. I2 2 r-- I a RECHANNEL BOTTOM / -�-'��� } I MIN FFE: � • `� � r-- STA 2+179 SEWER MAIN) 7 � � � STA 3+07.5 (SEWER MAIN)�;� �� 6a CQNTRACTOR TQ C;ONFIRM I MIN FFE: MIN Fes: STA 3+;84.6 5' RT NE 21 ST 9 SAN SEWER MH_ #3 (STD. MH, 48 ) ( I I , � `� 333.0 � 333.0 _____ 333.0 MIN FFE: � � � "� MIN FFE: MIN FFE: ' RIM: 351..,�•,�a4:� / > I I DEPTH PRIOR TO CONNECTION) _, 0 SAN SEWER MH ; 2 (�TD� MH, 48) \ f MIN FFE., `y / � 2 33� 335.0 336.0 I �,�a IE: 34 -.9 8 PVC, W J STA 0+74 STA 0+94 RIM- 3 4. ` �� © 33q. ) ! LL 6" SEWER STUB " STA 1+74 STA 1+94 I STA 2+I4 IE: (8" PVC, S & E) 324,CF�, ;' 348.DMIN FE:i 6 SEWER STUB a " ! � " „ ' 3 I ( _ PUBLIC 6 SEWER STUB 6 SEWER STUB I 6" SEWER S t��9B !E: (8 PVC, W) 324.5 8 STA 0+95 /STA 1+15 o 36 ® MIN. 2% 1 6 SEWER STUB I 6 SEWER Sv 36 ®MIN. 2 I I " �� ' i I EASEMEN 36 ®MIN. 2% 3,� 36 0 M9N, �% I STA 0+ 15 B r, I IE: 320.0 IE: 320.6 1 �� MIN. 2% IE: 322.8 I Imo. Z �y x ,� I " � STA MH _. 323.4 1E 25 u 36 C� MIN. 2% I � X / 36' ®MIi1. r, " '{ x x 6 SEWER S , UB IE: 330.6 !E: 3 1.4 / ITA 1 +95 STA 2+15' / SEWER TUB rt- / 6 S� ! -- 2+95 - / IE: 326 5 4- NI s 6 SEWER STUB 6 ,SEWER STUB 6� SEWER ST B 26 ®MIN 2% _�..`- _ - __ 26 ® MIN. 2%� = - -�-- +--- -- -- 26 ® IN. 2% IE: 340.5 ------------- -- -----------------/ -- -� / IE: 335.1 IE: x336 0 -----_ / /�6 ®MIN. 2% 5' SIDEWALK I I � � ' IE: 339.9 cA--- 1 001 L --�' -�I CD Ii I au0i•. 5' SIDEWALK 00 A- ��Z% - - 5 00 5+26.57 ) � � � � �� T 307.5'- 8" PVC ®+� i / s �2 , , Q I I 5' SIDEWALK I J _--------- -, �� 9 I _ \ z STA 0+82 - � � � STA 1+89 I I 1 �E " I SIA +-09 _ II / / \ y " T .,� 6 SEWER STU��. STA 1+ 6' �/ -� __ I I i ql ER c - s c- S A +9'9 "' 1 . � X. PAVEMENT � �}-- � 6 SE�a"�, � � �,� 6 SEWER STUB 1- ,� b , SEWER STUB 1 6" SEWER STUB 6 SEWER TUB 5' PUBLIC PATCH PER CITY 2 MIN. 2% " o 26 --®-M N. �� -0 a 26 0 MIN. 2% IE: 319.7 26 ®MIN. 2% 26 PUBLI SEWER �, 26 ®MIN. 2% 6' C_ o I I STANDARDS I I IE: 323.3 R,y: o IE: 320. 3�3 I E.A ��°��?ENT ' C MIN. 2% EAS I ENT i 4 I /-- I I ��9 E 330 I 3 r 1 1 s 2/8I 1 26 2'/� I ,� U I EMT r O _ -MIN FFE: I I I MI FI- N �. � o I I A 12 " 2 9 333.0 7. 7.5' 333.0 - I I MIN FFE: 2 - 1 I -1 \ I I MIN FFE: I I? I 335.0 I I I I MIN FFE. 333.0 I 1 MIN FF I 15 PRIVATE i Iv c 333.0 1 i 338 0 . I s , I I � DRAINAGE � � I � I Li; I III I EASEMENT 1 Q I \ O 3 c{� G I � I I II f�HOI E I / STA 1+06 S'E11�vR VAIN � �, �. I � } ' I SAN SEWER MH -z STD '�=. 4.8"` ---� A 'z ( � // I ! `, i I CLEAN 1 RIM 852.94 � � I , 8 " PVC IE S 11. E 1 ; OUT RIM: 334.0 ,, I ` ® _ CLEAN ---- 42I.0- II I I I IE: 36-A-FB VC, N) I � / I cn 8' PVC IE 817�. 9 S ( �1��z� I a I OUT I 1 �11 8' PVC IE 817� N;' / % 1 I o ca �' \ ---k- x Q I �I Ii �� �, 5 10 I I I I19 >� 1 1------- - E I I / J 1 I> J 1 C_ 1 --- ----- 1 C ESMT_--- -- s I� L I In -_ - - ---�- -- -- =---- - MIN FFE: 1 I' 1 _ I 1 343.0 I 4 1 � I 1 , 1 II I San Mary sewer t` I j STA 0+96 a I c l e a n o f --- --- 3 I i/ ( 6" SEWER STUB I 0 1 I `� --- - - - 1 "" k - STA H I STA MH ^u o < i �, - _____ __-- --____-- -STA MH 6 SEWER STUB 6 SEWER STUB z -- 6 SEWER STUB- - -- " E6 ®MIN. 2% 1 , STA MH I!I1 - � 87° C� MIN. 2% ------ 36' -0_ MIN.--2% -_ _ i IE ®6.3MIN. 2% 6" SEWER STUB � - 11 IE: 327.7 IE: 326.7 h 65' ®MIN 2%STA 0+78 ��' o / I o IIL3� \ I ` IE: 327.3 / / 6 `SEWER STUaj( I Ilhi (D � 26'1 ®MIN. 2% 1 DRAI-NAGE--- / IE: 338.2 111 21 2- 23 E 12 Z_ Illxl STOR DRAIN MANHOLE w RIM 34�.55 MIN FFE: MIN FFE: MIN FFE: MIN FFE: I i 334.0 334,0 I 334.0 336.0 I MIN FFE: / 0 1 III \ / 343.0 J I 0 � I i / PRIVATE � ROAD EA EMENT 13' ESMT I � 1 E MT' / 26' PU LIC SEWER \ / EASEMENT MH STA 2+�O ' �SEWS STUB a-- 6 SEWER STUB 26' 0 MIN. 2% I 26' ®MIN. 2% �/ / IE: 340.5 IE: 336.83 I MIN FFE: / / 342.0 Ij I \ / 11 MIN FF . 1 i 350.0 STA 1+12 (SEWER MAIN) 1 STA 6+38, RT GLENW006 AVE) SAN SEWE MH #5 (STD. M�i, 48") (! RIM: 3A . 3 1 IE: (8" PVC, S) o � II ;I MIN FFE: I STA 1+04Z 6" SEWER STUB 348.0 36' ® IN. 2% j I IE: 33 .7 STA +94 6" EWER STUB 36' CAA MIN. 2% I IE:/ 338.6 / 5' PUBLIC MIN/FFE EASEMENT 350.0 I A A I .n a Water anhol �11 I = i % 1 �� 1 1 7+56.70 ST/A 0+36 A A 1 3I j, �� 1 PLAT LINE SEWER STUB 6 ®MIN 2% �- i .- Q I a.1 III 1 EX SANITARY SEWER MANH�-L� ,. __ __ _ �' �' � ...�;.- ........_ .._ - � .�_.,_ _ - >, I LS 4' cyclone fence I Q q �- �1 % NEW MH #5� j 3�� ``' Ia�� i� � / STA 7+85 0 EXIST. CLEAN OUT ? �1 TJ13 A / 2 ! 1 / IN 0 Qg 6:� IN FFE: I 52.0 _-- _5 he SET OVER EXIST. 8 PVC" 3 } I 7 11 }--LOverhand RIM: rslo=��, AID ����� l I� 1 with tr4 /oCmer� I Ranilcling I t- MANNULt I-KAMt AND UUVLK �" \' -, ' `/ \ 11 .J L / 1vv k.- I U) III I 6" SEE DRAWING BR29 NOTES: I - IE: '�$2 (EX., S) 3�5. 3( I stub C� I 12" MAX. --25 ADJUSTMENT (4" MIN.) 1. STEPS TO BE 3/4" @ DEFORMED BAR GALVANIZED SAFETY CONTRACTOR TO CONFIRM > L_I!_STEPS OR EQUAL. DE H. III •,I CONE 2. STEPS ARE TO BE IN PLACE BEFORE MANHOLE SEC'CNS j S S C Q J _ 21" ARE INSTALLED. (L III 1 RUBBER GASKETED JOINTS 3. CASTING TO BE PER DRAWING BR29. I I -- IN ACCORDANCE WITH ASTM C-443 4. MANHOLE SECTIONS TO BE OF REINFORCED PRECAST II (I J 1 CONCRETE. � EXISTING FIRE • D. _ 1 ' 4" MIN. 5. ALL JOINTS SHALL BE GROUTS � � _ HYDRANT ,AOu n STEPS - 3/4" DEFORMED BAR 6. SANITARY SEWER MANHOLES SHALL HAVE ALL INTERIOR7 /"�� ��-+ �L--+ ` I L U' I I STEPS SHALL BE INCLUDED SURFACES, INCLUDING CHANNELING, COATED (SEALED) C� J, � FI � SV p `�� ABI M GP' /" I M p 6_1/2" WITH A HIGH SOLIDS URETHANE COATING; • ` �� �1AS �^� Iv t l,� r'i I I p W 1 CONCRETE RISER BY PIPE INC., WASSER MC-CONSEAL OR APPROVED EQUAL: U _0 1 - 7' MIN. OR APPROVED EQUAL. COLOR OF COATING SHALL BE WHITE. P 3" N/,I "T1 z4o1p ��Z,)II - I R G TE T HALL BE IN r%nKIM"'RM4NCE REC0 E D E0 D P P OVAL'` �'I 01100 48 7. Li fy 0 Z EXI$TINF HYgRAN7 RE NOT • SCALE LADDER -STD. ALUMINUM OR GALVANIZED STEEL CONCRETE SHELF PRECAST BASE SECTION OR CAST IN SHELF. BY: DATE: BY: DATE: i. S ,s0734 I STE, EXPIRES: 3/1 /2006 1. 1 PER CITY REVIEW NO. REVISION LUA 04-109 CITY OF REN'T'ON DEPARTMENT OF PUBLIC WORKS ( IN FEET ) ---W-- - SEWER PLAN 1 Inch - 20' ft. ENGINEER: JAEGER ENGINEERING KENNYDALE COURT PLAT 8-12-05 9419 South 204th Place DESIGNED: JJJ DATE: 6/20/05 FILE NAME: Ken t, WA. 98031 DRAWN: JJJ Phone No. (253) 850- 0934 CHECKED: JJJ SCALE: 1 =20 FIELD BOOK: PAGE: BY APPR. DATE Fox No. (253) 850-0155 APPROVED: -- SHEET: 4 OF: DIRECTOR OF PUBLIC WORKS SCANNED OCT 2 8 2005 cz> . ,s-3z - a c_