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Home My WebLink AboutS-327502111n N M� 1 C j a► 1 c r J 1 N • I __ � 0.01 ',� " - _ : "' "' ^' -► ._ - .- -- r p a � �I I MIN FFE: I I A PORTIO of the S.E. 1 U � 333.0 Cu • , . I NOTE: / 1 - -'NEW MH 1 �� N ALL TRENCH RE TORATION SHALL E PER THE CURRENT CITY , I I STA 1 +05.6, 5 RT. 1 l 1 0 " OF RENTON TR NCH RESTORATION AND STREET OVERLAY � M SET OVER EXIST. 8 PVC \ � I i pI RIM: 332.4 DETAIL. / • / IE: 317.3 NEW, E � � MIN FFE: \ MIN FFE. MIN FFE: • ( ) 334.0 341.0 344.0 / U � I I IE: 317.16 (EX., N&S) 6 1 � , RECHANNEL BOTTOM r. / STA 2 +79 SEWER MAIN) \ 1 STA 3 +07.5 SEWER MAIN CONTRACTOR TO CONFIRM MIN FFE. MIN FFE: MIN FFE: , 10 I I I DEPTH PRIOR TO CONNECTION 333.0 333.0 -333.0 M!N FFE: STA 3+64.6. 5 RT NE 21 ST " SAN SEWER MH #3 (STD. MH, 48 ) > 1 ) ,__ -- z SAN SEWER MH #2 (STD. MH, ) MIN FFE: MIN FFE: MIN FFE: RIM: 351.0' I 3.....0 1 336. � ' » RIM. 3A4.35 335.0 IE: 340.0 (8 PVC, W) 0 I 339.0 �' I 1 •J � STA 0 +74 STA 0 +94 / 6 SEWER STUB 6" SEWER STUB STA 1+74 STA 1+94 STA 2 +7.4 IE: 326.1 (8 PVC, S do E) / 348.0 FFE:,: 3 I 36' O MIN. 2X 36' O MIN. 2X PUBLI 6 SEWER STUB 6" SEWER STUB 6" SEWER STUB IE: 3 5.0 (8" PVC, W) STA 0 +95 / STA 1 +15 / ° I I IE: 320.0 IE: 20.6 EASEMEN 36 O MIN. 2% 36' O MIN. 2X 36' O MIN. 2X 6" SEWER STUB I fi" SEWER STUB / � STA 0 +15 / �+ IE: 322.8 IE: 323.4 IE: 325.6 6" SEWER STUB 36' O MIN. 2X 36' O MIN. 2% STA MH I >� I M °I ° ` 1 / 1 36' O MIN. 2% IE: 330.6 IE: 3 1.4 TA 1 +95 / STA 2 +15 � / 6" SEWER TUB � _..L .._ - - _.._ _ � `..._ - - ` � _... I � � / 6" SEWER STUB / STA + 6 SEWER STUB T 2 95 26 O MIN, 2X I I I � - -�f._ _ - � � - - - - - _ -�- _.._ - _... - , _.._ - - � - IE: 328.5 � � , " ' .,�1 °' - - - - - - I- _ , ---� -- - -- I -�+. - �..._ .� - -. 26 O MIN. 2� 26 O MIN. 2X 6 SEWER S IE: 340.5 `V ID1 I I - - -- - - --- -- - -- ____ I C I I I 5' SIDEWALK 5' SIDEWALK L - - - - - - - IE: 335.1 i IE: 336.0 / /26' O MIN. 2X .,� .� I - I / IE. 339.9 l- J -I A o r LJ Zz TV ,1 o r ___�; - _ 3 0 NE ,21 th ST. C IT I 1 5.0673 -` - - 00 , � 5+00 5+26 El / SECTION 41 TTOWNSHIP 23 N , RANGE �5 E., .M gg� j 15-03 I - V 02.76X -+ - �• I 1 ES T 307.5'- On PVC O 4.85% S 'Q . \ n II I" SS, , �\ PRIVATE 13' ESMT i f 1j0 E T > I I I 5 SIDEWAL �Q / ROAD EA EMENT / III ( _ �- - - - - - - - 1 5' SIDEWALK " .- -- -- -- - -- -- -- - - : I , ° I ~- - -- I - - - - . _ -- -� _ _ .� `~- -- - - - -- -- - - - - - - - - 26' P V LI C SEWER CL III °� , � I I - � � _ �. � - - � �__._ - - _. ____ � � 9 - � N I I % - 1 •-�- -- ----- -. --.t - / EASEMENT I o / STA 0 +82 \ I I / i 0 1 I 6�- " � I STA 1 +89 t 0 Y 41 ► 6 SEWER STU -88,,, STAB I " STA T+,09 _ -t-, I i , X. PAVE NT '_ 0 MIN. 2% 6w SEWER STUB 6 SEWER STUB 6 SEWER STUB I �`�- �' I I STA 0 +77 STA 0 +99 - STA MH o \ " �\ TA F_ PATeH PER CITY I 6 '�- " A S 2+ 0 3 J m IE: 319.7 26 O MIN. 2% 2 - 0 -�(IN' 2'h ---26 O MIN. 2% I I 6 SEWER STUB 6 SEWER B 5 p I / / �_ _ _ " ` SEWER STUB . PUBLIC o I STANDARDS 1 \ IE. 323.3 \ � 26 PUBU SEWER \ a, 6 SEWER STUB \\ X26 O MIN. 2X 26 O MIN. 2X 26 O MIN. 2X EAASEMENT � + 1 26' */MIN. 2X � o c I IE: 320.4 � I IE. ��23:8. I W ENT � z 1, U -0 \. \ I IE. 330.4,/ \ o IE: 340.5 I I IE: 329.3 o I IE: J&8 °' I I \ I I ► rn I MIN FFE: U •� I n 2 342.0 I I I 3o I IN FFE: E MT I 'S � , I I I �M E , I MIN FFE: ( � 12 333.0 17. 7.5 333.0 MIN FFE: MIN FFE: t ./ I I I I MIN FFE: 15/ °' II 15' PRIVATE 333.0 1 1 - I \ 335.0 \ MIN FF I / I .E I I I 333.0 DRAINAGE� 1 �`: I 338.0 / / I I I MIN FFE,: C J III I / EASEMENT I / I 3 / 350.0 I I III O L E 1 STA 1+ 11 R AI y I 1 RIM 332.94 CLEAN SAN SEWER MH #6 (STD. W.H. 48-N 0< I / 1 RIM: 334.0 j O LLJ \ CLEAN \ �I I I I STA 1 +12 SEWER MAIN 8 PVC IE 317.40 E OUT " �.. \ _ _ ( ) I I >c I 11 1 " n IE. 326.0 (8 PVC, N) I o I OUT / - �•0 18 PVC IE 317,.. 9 S I I � j � �/ � I I u, I I + wo AVE) $ I III 8 PVC IE 317; 9 N I �. I \ I SAN SEWS MH #5 (STD. MCI, 48-) I RIM: 346. 0 e � � 1- I I I � � � -- / I I o � 39 I I / IE. 338. (8 PVC, S) Q 1 I * r o I UI \ 5 I > Cn,II 10 I I o I \ - -t--- ) MIN FFE: m > + 1 \ - I 1 I I STA 1+0 ' MIN / FFE: I II 343.0 / D I " � 1 6 SEWE STUB 34$.0 Sanitar`J sewer I / I - •' li I Y � � I T . ° 1 I Q c l e a n out STA 0 +96 I I 0 36 O N. 2X `� I 13 0 --- I " - 1 IE: 3 .7 i _ / / 6 SE STUB I 3 STA H / � 1131 cv 1 { II °' 1 0 l r, Z II xI STOR b.RA I 1 I RIM 34.53 STA MH = " M STA MH 26' O MIN. 2X I I �" SEWER STUB 6 SEWER STUB 6 SEWER STUB 2 3 MI I STA +94 ' - 36' O MIN. -4% --I 13' O MIN. STA MH i 3 87 O MIN. 2R N 2x " 7 I 6 EWER STUB IE: 326.7 IE: 326.3 6 SEWER STUB -� IE: 327.7 / 65' O MIN. 2% STA 0 +78 i I I 36 O MIN. 2% / � °0 1 I IE� 338.6 IE: 327.3 6" `SEWER STUB' I 26'1 O MIN. 2% I IE: 338.2 1 I 5 PUBLIC ! ' i I I MIN FFE. I I EASEMENT 23 1 350.0 MIN FFE: / 1 . I I X52.0 MIN FFE: MIN FFE: MIN FFE: MIN FFE: / I � 334.0 334.0 334.0 / 336.0 MIN FFE: � 343.0 1 I O I .0 a / / Water anhol 011 1 I o ./ I I 4 , d 1 U'O �� / I ° bo I I + .7 STA 0 +36 o I I ,/ 7 56 0 6" SEWER STUB a I - / I T� PLAT LINE __--� a ,.-, 30. 0 1 � I _ .� ,..., / I O MIN. ZX I III � EX SANITARY SEWER MANHOLE �� -- COMM \ � �E.338.1 � I L __... . _ - - - 4 � cycicr^e f�erce __ ..__ . - � ! _ 89 � � "' � � , j � ,,,, � � . . _,.., .� W II I I-- N 1 g E �A� 1. NEw MH #5 a 1 02 , � 2 STA 7 +85 O EXIST. CLEAN OUT Q I .� 3a " TJB o I Q, I Sh e I SET OVER EXIST. 8 PVC v �A P we r I - - - - -• c I Ove. hang • RIM: 349.78 \ �� - p I with tr 1sforrner i Building U) �, MANHOLE �� X29 o COVER No - - - _ IE: 337.1 (NEW, N) S e w e r m will I 25" TES I IE: 337.02 (EX.. s) \ I I 12 MAX ADJUSTMENT (4 MIN.) I. STEPS TO BE 3/4 r DEFORMED BAR GALVANIZED SAFETY stub > 1 1 1 STEPS OR EQUAL. CONTRACTOR TO CONFIRM I I I I JI I _ CONE 2. STEPS ARE TO BE IN PLACE BEFORE MANHOLE SECTIONS DEPTH I I I I 21 ARE INSTALLED. S S C O I I RUBBER GASKETED JOINTS 3. CASTING TO BE PER DRAWING BR29. 1 IN ACCORDANCE WITH ASTM C -443 4 MANHOLE SECTIONS TO BE of REINFORCED PRECAST I EXISTING FIRE I I I ' • • 4" MIN. 5. ALL CONCRETE. EXISTING SHALL BE GROUTED. ^� STEPS - 3/4 " DEFORMED BAR 6. SANITARY SEWER MANHOLES SHALL HAVE ALL INTERIOR I HYDRANT T 00 11 J STEPS SHALL BE INCLUDED SURFACES. INCLUDING CHANNELING, COATED (SEALED) J J :3 L O 1 6 -1/2" WITH A HIGH SOLIDS URETHANE COATING; • F-+ U'O 1 - - - 7' MIN. OR APPROVED EQUAL PIPE INC.. �OR OF COATINGASHAALLL BE **TE EQUAL. �`S f WA q�C I I p W RECOMMENDED FOR APPROVAL ' 0 �~ 7. RUBBER GASKETED JOINTS SMALL BE IN CONFORMANCE �P �� '� I II WITH ASTM C -443. y�' � Z 1 8. CHANNEL HEIGHT SHALL BE A MINIMUM OF 3/4 THE INSIDE DIAMETER OF THE LARGEST PIPE. 20 0 10 20 40 80 ° MAX. PIPE SIZE - 21" I.D. 9. CONNECTIONS TO MANHOLE SHALL BE MADE USING GPK G I T'Y O F R E �T'T O �T 12 (T') ADAPTOR, KOR -N -SEAL BOOTS OR APPROVED EQUAL. 'O W E X 13 TI N F RE LADDER -STD. ALUMINUM BY: DATE: C= 0734 DER A R T M E N T OF PUBLIC WORKS I OR GALVANIZED STEEL (v H YDIRAN I CONCRETE SHELF Fs I ��' U " 04-109 1 S�orVAL E•' ( IN FEET) SE"R I III I IX PRECAST BASE SECTION BY: DATE. �� 1 inch = 20' ft. ENGINEER: PIAN • •. OR CAST IN SHELF. EXPIRES: 3/1/2006 J ENGINEERING "NN"MZ COURT PLAT � I e' � " • ' 7 BY: DATE: 1. PER CITY REVIEW 8 -12 -05 9419 South 204th Place � I DESIGNED: JJJ DATE: 6 /20/05 F><E NAME: s" �"" �"'P� Ken t, WA. 98031 1 DRAWN: JJJ o N SANITARY MANHOLE TYPICAL DETAIL DETAIL M. BR28 BY: DATE: Phone No. (253) 850 --0934 CHECKED: JJJ SCALE: I'm 20' MELD ROOK: PACE: Z NOT TO SCALE NO. RUAWIN BY APPR. DATE FOX No. (253) 850-0155 APPROVED: wsc SHEET: 4 OF: m a a *ow or �,w..c •ro�� s C-0. .04F-- sz 750 Z op ROLL200 FR 102 • I