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Home My WebLink AboutS-297702%0 / FOUND .CONCRETE MON IN CASE SURVEY CN W �' I PER PLATAOFWSUMMERW/ND D /V.� $tandord $p1�eCIflCa tlO s.Association, latest edition (AP WA) and City of Renton American Public Works ?NN Y (INTERSECTION OF NE 21ST ST. AND / P �DUVALL AVE_ NE) VISITED 12 -1998 4. All locations of existing utilities shown are approximate and it shall be the 0 423 PROPOSED GRADE ® OUTH EDGE OF PAVEM MT -423 reT� contractor's ,responsi conference verify the true and correct location so as to X4 �- g disturbance. _ 5. A reconstruction : co t - t � p and a 24 hour notice shall: be required prior avoid doma a or dlst 422 NEW PROP LINE 3 g construction. It shall be the contractor's responsibility to It EXIS ING GRADE ®!N -422 se ure all new cos (�+ Oa secure all necessary permits prior to starting construction. (Inspection will be M {� ; accomplished by a representative of the City of Renton.) It shall be'tfie __-9 421 421 contractor's responsibility to notify the City Inspector 24 hours in advance of w � !k 420 all construction. �y l -420 6. 'Contractor is solely responsible for the means, methods and sequences of „r ,Y 420 -- 1 e construction and for the safety of workers and others on the :construction 0 \ x 41 site. V io' - f 419 Vii` 7. It shall be the responsibility of the contractor to obtain street use and 419 \ / �; any other related permits prior to any construction. -I - - -- 418 - - ,;�} -- -- - - -_ -_ take precedence over all other plans. Development Services Division; shall w - B. Plans approved b the City of Renton, 418. - �' VJAT_-FF__ WNW I, - s o. -J� 1_ cM.v construction is a progress prov P t be on the job. site whenever R eR4S5 GP W PUNCH/THIS' N: 198, $b4..4a75. 9. coo thes approved Ions must A _ - - -417 SURVEY, CITY of RENTON E: 1,3,3, 5L5. 447A I 10: The contractor shall provide the City of Renton with as -built drawing �'. 417 - PVC .CONTROL MONUMENT A 1841 w of the sanitary sewer system which has been stamped and signed by a - - ELI = 426.409 FEET NAVD88 - 418. WSITED 12 -1998 CONTROL DIAGRAM licensed professional engineer or licensed professional surveyor. 476' �' �,� i' = 100, 11. Backfill shall be placed' equally on both sides of the pipe in layers with a SCR •, 1> FOUND cDNC:' MoN1,w casE scale loose average depth of 6 inches, maximum depth of 8 inches, thoroughly 2 +00 1+ C +00 BRASS CAP, W/PUNCH) THIS h layer to 95 percent of'rr axfmum density. These compacted SURVEY- CITY': OF RENTON .' e • or' to ( tamping eac ay P Y - _ , : pipe diameter oneoch side of :the. pipe or to the: 1 SSMH No. -� - TYPE._ll 48 e P P MH No: 2 (SHALL _ -- (- �- �or?RDL MONUMENT i9s8 layers must. extend for to SS (, i _ 1 IVATE ROAD 'DRIVEWAYI PROFILE I i -1ss of the Matenals:,to complete 1 thelfill over;iplpe shall. be the same P R / ®' 0 +00 4 3 /4 ysirED s , side o ,, 1 I 7 - MH TYPE B.CITY,ST0.1,80 2 �- 1 MATCH GRADE I L described. 1 1.I :I „ . ) !. ., SCALE: : HOR /c. l:� 20 � � R /M..,;^�z�Z-B+� ( ) ,. fill as _ N[Si'E.51 n traveled roadway E : VERT.. 1 :_ 2. � � ' .IL ?A� r ins for. utility trenches. on .exists Y a ®2 #30 SE CJErl JE. -4i 9 EX N &S '"l[G FIR1< ShFtln4iG1_F 3YS�E 12. Openscut road c oss g Y , existing' v ( 1 , acted: Cuts into „ /E (NEW W) shall be backfilled with crushed,. rock. a nlcally :comp RIM: 0 7-. it 5 ,E r t, 1 ( � 1 rid mecfia o : , II'' e neatline -'cut with saw in '. a continuous: line. A' e 1 I the existing', asphalt sha b x UE. fir✓_ (E� 41/S•tb a F SfRICCKIFR, S�S?EI� atch must be laced immediately after: and o 1 I. A ..ESIDENRAL IR7= temporary mix p P Y LL 3 A 4t be laced! within 10 da and « P P p tch shall P Ys Is jZEQUIR� FoR. I..OTS 3 AND 4 • I coin actlon:i A permanent hot, mix a U � shall be per City of Rentonl'current standards.:. I - F RI: TH P_ -X -X- I�: 302.34,.. _� 1 j V �.., VE. Pf of Renton U.S.C. and.G:S. X: - Z. 7Hf_ DF- _LO PE M 13. Datum shall be City, , - - - -N873 1 0 . mulched or otherwise stabilized' to a 355 W - _l . - S OF 1T 1E' 1ZXAESiYt WV47cR. 14: All disturbed areas shall be seeded 7ndimu M 75.585 -nom x__ MINIMUM IZ : prevention of on -site erosion !after I N 0 75.585 +;u X -X _.X_ -� �I 51sFylltdk>�F2 the satisfaction of the Department for the p Uc x - - - 75.585_' X MMER Ta EA. VdfTW A FIRE the completion of, construction. \ W a 1 75.582 R�SID6HTIAL PI(IE SPlirlti n:,i.:_ W- slC-'f EEP_ IOR. 76 TNF INSFItLLhTidN Cr iifE 1 15. All pipe and appurtenances shall be laid on a properly prepared foundation OT g: . r I+ in accordance wit Section 7- 02.3(1) of the current State of Washington �, s S�GM L R 6 ett►X I1E10 foh. t.as 3 Ir 4 - -- 0T 6 W \ wAT1 R s> xxv,c. sn�a r�l ►n,. 1 0+ LOT v1 Standard Specifications tor. Road and Bridge ,Construction. This shall include 1 LET 3� ; : MIN FFE. 422.0 s * \ I _ MIN FFE: 422.0 SFQ :� FIB gQ t a4cLPR FLAtiI MuaT BE necessary leveling of the trench bottom or the top of the foundation material w LOT ! 4 _L I 3. A Y 9 ® c MIN FFE: 22.0 \ v t- o - DO DFII' MR ROME` MID 1 4 'CAF MJ} PlsRf1:A146N( 7U RENµ F1RE as well as placement and compaction of', required bedding material to uniform- .. MIN 422.0 ( Sl)6'IViT`Ec> a 6 PVC SDR 35 grade so that the entire length of the pipe will be supported on a uniformly :, / ",'� - A :.. ....BLI W ASSY. N'� IB8,4T�.•4Z7 ,� �� \\ - - - - - - -°p - � SIDE SEWER � \ I PERMTT7TNb PfEIOR iD W51AUJ1T'ImrJ of "TH'E SPi21AJIQG1t 9 9 P,P PP Y �7'�� ___ I +, (oRr E 1,338m.3az', dense 'unyielding 'base. Pipe bedding shall be pea gravel' 6" above and below ® 2.0 %; MIN. _ k LR: - -- -- W 5`I5TE1�1, A'' AP. Fll7V•!' Pr?£VE*>'TID,J DEYK`E'. LYUB a 2 T.R. _ / T.R.! R: TYP. EA LOT the pipe., r� 1 49 I CHEC}c VALE P�SEM»�( IS f��?UIR ED Fi7ft 6 a' 16. Sanitary sewer pipe shall bn pi lysin Ochloride (PVC) rubber gasketed ASTM ® MH ®:1 +69 CSFx IyeTE 1 :h Bvlt.M D 3034, SDR 35, or ductile lro cas I F i` - x 4 iF . x28' 1 7S 17. In.unim roved areas, manhole' to extend minimum 6' inch and maximum ' :. 14.`9foP. 13.76,. xL4 : I x24 1 2 (4) 1 " , WATER METERS W.. IE: 416.92 `154• z2 P e ~ 313 VI.10S•Z J IE: 417.33 11 IE: 417.23 F R LdTS 2,3.4 & 5 END PVMT ^x I E: 1, 313.041'q$Z 18 inch above fnished grade: In paved area, cover must slope in all a 3 ; Q E' 1, V IE 417.25 a sOm II 3a Z' yY, o', I v directions to match paving. O SSMH No. 2 SHALLLOW - PBL ROAD ESMT 3'Rr �'.Rr aJ SSMH No. 1 (TYPE 11-48" ) I ESMT. --- - - - - -- -- - =I� 1 I SAM: SEWER MH 423 -IG •�. A/> gb"bA I a ' - MH TYPE B -CITY STD. 8072) - - - - _ _ A - RIM: %42�z2 v% (MATCH GRADE) / - - - - ® 2+25 lE.' �i§13 t7, N &S 'it(r.14 STING LAN FD RIM: .z;-= -21.gt oa 20' PUBLIC O I- o•8r - - - ESMT - _ m I IE. X116-9 (EX, 1{lb-2� a •i� "% OR EQUAL. PT.jj714RY TYP TYP ASHPALT SURF. n It 0fA; r O�{18.2f., 75 110 SEWER ESML N 230 -8" PVC '® gcS% /� TYP 20' PUBLIC X� 1 ) 4. cvvl SEE DETAIL 5.1 5 - SEWER ,ESMT., u $ x X- 20 W 1 CONTRACTOR TO VERIFY LOCATION, 72' r� 5-- ADJUSTMENT 4" MIN: r x- x- x -x =x- T.L. 730.45 _ XI TINE I ` x X- x =x' -x P�- 1 5 1 DEPTH AND TYPE OF E S 1 I' f :, 89.05 - 9 e x ®MH CONE ! � / � I SEWERr MAIN PRIOR TO ORDERING 1 - -` 1 1 1 11 X I z5 ® P.L. 1 5• OF :MATERIALS AND CONSTRUCTION, <'- MORTAR 'JOINTS IE 41225' 0 1 I I� I � !I �_' X R I P o + w T.L; �' BH0 w T.L. I : \ �- PRECAST'SECTION O 0 +42 X X_: x-� 01 X- 1 A 1 � IN. r 4" M 1 rti� Ili ®1 +39, / , \ B , c . AR Y R 4 "' FORMED B 4`: I x20` SANITARY SEWER STEPS DE x24'' I STEPS SHALL BE INCLUDED i \ S A 1 416.61 HALL HAVE a � E MANHOLES S 1 ,. 1 { L IE: 417.18 I @ 6 -1 2 1' 1JN 62 o - I, ALL' INTERIOR:; Z / CONCRETEIBASE'BY PIPE INC., l 1 0 to I I \, INLCLUDING CHANNELING TT O O N FIRE HYDRANT/ OR APPROVED EQUAL. �� rn ASSEMBLY I N I I COATED (SEALED) WITH A 48° E e s [zr,Ree~ °l T vo °^ \ LOT 211 OI HIGH SOLIDS URETHANE I I J o I COATING '(WHITE). WASSER 72° (*�) < I o - 99,70.457 rn z APPROVED EQUAL. 1_ pl7 W MAX. PIPE SIZE - 21" I.D. LOT 1 I _ tE bars, X91.812 3 a N > I W I LADDER -STD. ALUMINUM a MIN FFE: 422.0' j < �1 8 "x6" TEE MJxFL h MORTAR', �- OR GALVANIZED STEEL THE E PLANS ARE "AS- BUILT' / q a , wh 6" GATE VALVE (FL xMJ) a �� FILLET w AND THE INFORMATION SHOWN 1 W'N FIRE :HYDRANT ASSY.: W I v < ACC IRATELY REFLECTS EXIST OT 7 w 19 LF 6" D.I. - W6-MIN. CONTRETE SHELF _ a ° FIE CONDITIONS AS OF THIS 8 "x4" REDUCER PExFL InI QIA r \ ) W EXISTING �� h ip PRECAST BASE SECTION 4" GATE VALVE (FLxMJ): W s77s� OR CAST IN SHELF. • _ j / CONIC. BLOCKING -SAN SEWER MH N Imo. m wl U\M SHUPE HOL ERG Pte.: 6 f A 10.3$, tp RIM E1EV: 422.01 1,313, 989. 38ZI.E NdRTH: 415.51' crff or aCANNED MAR 2 6 6 EX: 03 ' � � sc.oe..�a y1.n. 9L7- 41 ' � FH 181' DATE: 3 /8/95 EXISTING 1 M .0 EX /STING 8" D.l. WATER MAIN (W -0480) GRAVEL ROAD ° l' DETAIL W ' I� .- _. NITAR'Y MANHOLE -TYPICAL , 1 = -- - -: I :FORCOMPIJIWCE Bo7 --- - -� - r- - - - --- DWG. NAME: BR28 SP PAGE: 8071 li 1 W MRU p NO SCALE ;, C 1 i ® EXISTING 1 - IV 1 8' t, 1 D.l. WA i1 1 CIT�t, OF' RENTQ ER MAIN rW- W { ,4A . Z , D480 -_ Drb W-.297' , 1 02 1 0 NE n � 20th /'7 1 I �... W 9 �- C' WORKS � : � _ J-' ,, ' ', �. � , D,EP ARTM ENT 1 OF PUBLI, 1 _ L,4 CE 1 1 1 1 � I � 1 4 PROFILE k, IQB, 4f53 s a z✓ 19ATER ,SEER PLAN & P 1' r GI2AP)'IIC SCALE 1 asz / ! 1 I L, E. 13x3, �4tq 4 1 r eo I FCENDALL 1 COfTRP 1 SHORT' PLAT 20 0 7n 20 •o STA 4 +49.14 NE „20th & y I14 N G I N E E R I N' G I 1 L 1; 1 I JA GER E I EXIST: WATER IM ., :. 1 e DESIGNED. JJJ 1 DATE. 11 /72/07 FlLE NAME,. PROFlLE.DWG 8 x8, WET TAP, -MSx'Ft� z.1�. 9419 South 204th Plac p 4�H Ju M irtsr 1 < I ( ) 1 F, .� Kent; . WA. 98031 DRAWN: 1 ( ) , `�` : SCALE: 1 -zoi. HoRrz ': , eoac 1 ,q 8 GATE - VALVE- FLxMJ 1 D 1 :I I 1 9 h PO ft. '.ANAL E ' ., : 1 1 50- 0934',: 1. CHECRED: 1 -5 jVERT I 1 s •,I 1 1 Inc, 1 ) Phone No. (206) 8 1 ,J -1i ?s7EEr. ! c'l or: v, �, 17 �7 1 C 1 EXPIRES: 1:3 1 2004 \ - - 0 155 .;'APPROVED. 1�, V.. 1' TH aC JIS iiN P AFFF DATES 1 ( / o RU_T 1L Fax No. 253 85 .�,..1 >.,,.�.,a... I 1 W . W J ! BLOCKING 0 0 Z ' 9» - W -2 77m1 Cs' -7 77x1 rdn O y ) ' 1 +► ' f 1 ! 1 1 14 v I 1 1 1 ....,; m .,51. 1I 1 � � R .,� , 1 O nh 1 3 1 1 1 11 la I I 1 1 1 I 1 1 1 I 1 11 1 1 1 _ ! 1 1 ! 1 1 1 1 ' 1 • 1 1 1 1 1 SANITARY SEWER NOTES & SPECIFICATIONS W07a . FlI AND COMP ar THE ROAD FRL3M A PORTION OF THE NW 1/4, SECTION 3, TOWNSHIP 23 N., RANGE 5 E., W.M. 1. All work materials shall be in conformance with the standards and FAMISH GR1kD p�laQ fjcCAV44Tl�1.i' specifications of the City of Renton and the latest edition of the THE: WATfJE. leJ > WSDOT /APWA Standards and Specifications. N5FAt> Ar1oN OF MIS o �� 1 1 ti 1 2. The hours of :work in the street right-of-way Shall be limited to 8:30 a.m. o an WYDRRNT- J 2 J � I O FIRS W i J to 3:30 p.m. on weekdays unless otherwiselapproved in, writing' by the I, 9 �, • 1 m _. ! . FOUND CONC.,'.MON /N CASE •. ro Z. I ", - closures partial Or full, shall BRASS CAP W PUNCH THIS N • la �1 I1�I' S Transportation Division at 277 .6222. : All street , p (BRASS ) hours iIn 'advance. The Police o' tQl Transportation Division 24 h approved b the Tro s SURVEY 2.8 be a o h SUR EY, CRY OF RfNTON E. 313 l�9 P.. v I PP Y , 24: 'shall �I ~O ti VI17ED -1998 Nr u8oa Department,, Fire Department, dn6 911 be notified hours In advance - VISITED 12 -1998 "Standard SP J , j 3. All construction shall be in accordance with ecifications'for ti to n Stote Chapter ter \ h Municipal al Public Works Construction" ion" P r e P ared by Washington >r %0 / FOUND .CONCRETE MON IN CASE SURVEY CN W �' I PER PLATAOFWSUMMERW/ND D /V.� $tandord $p1�eCIflCa tlO s.Association, latest edition (AP WA) and City of Renton American Public Works ?NN Y (INTERSECTION OF NE 21ST ST. AND / P �DUVALL AVE_ NE) VISITED 12 -1998 4. All locations of existing utilities shown are approximate and it shall be the 0 423 PROPOSED GRADE ® OUTH EDGE OF PAVEM MT -423 reT� contractor's ,responsi conference verify the true and correct location so as to X4 �- g disturbance. _ 5. A reconstruction : co t - t � p and a 24 hour notice shall: be required prior avoid doma a or dlst 422 NEW PROP LINE 3 g construction. It shall be the contractor's responsibility to It EXIS ING GRADE ®!N -422 se ure all new cos (�+ Oa secure all necessary permits prior to starting construction. (Inspection will be M {� ; accomplished by a representative of the City of Renton.) It shall be'tfie __-9 421 421 contractor's responsibility to notify the City Inspector 24 hours in advance of w � !k 420 all construction. �y l -420 6. 'Contractor is solely responsible for the means, methods and sequences of „r ,Y 420 -- 1 e construction and for the safety of workers and others on the :construction 0 \ x 41 site. V io' - f 419 Vii` 7. It shall be the responsibility of the contractor to obtain street use and 419 \ / �; any other related permits prior to any construction. -I - - -- 418 - - ,;�} -- -- - - -_ -_ take precedence over all other plans. Development Services Division; shall w - B. Plans approved b the City of Renton, 418. - �' VJAT_-FF__ WNW I, - s o. -J� 1_ cM.v construction is a progress prov P t be on the job. site whenever R eR4S5 GP W PUNCH/THIS' N: 198, $b4..4a75. 9. coo thes approved Ions must A _ - - -417 SURVEY, CITY of RENTON E: 1,3,3, 5L5. 447A I 10: The contractor shall provide the City of Renton with as -built drawing �'. 417 - PVC .CONTROL MONUMENT A 1841 w of the sanitary sewer system which has been stamped and signed by a - - ELI = 426.409 FEET NAVD88 - 418. WSITED 12 -1998 CONTROL DIAGRAM licensed professional engineer or licensed professional surveyor. 476' �' �,� i' = 100, 11. Backfill shall be placed' equally on both sides of the pipe in layers with a SCR •, 1> FOUND cDNC:' MoN1,w casE scale loose average depth of 6 inches, maximum depth of 8 inches, thoroughly 2 +00 1+ C +00 BRASS CAP, W/PUNCH) THIS h layer to 95 percent of'rr axfmum density. These compacted SURVEY- CITY': OF RENTON .' e • or' to ( tamping eac ay P Y - _ , : pipe diameter oneoch side of :the. pipe or to the: 1 SSMH No. -� - TYPE._ll 48 e P P MH No: 2 (SHALL _ -- (- �- �or?RDL MONUMENT i9s8 layers must. extend for to SS (, i _ 1 IVATE ROAD 'DRIVEWAYI PROFILE I i -1ss of the Matenals:,to complete 1 thelfill over;iplpe shall. be the same P R / ®' 0 +00 4 3 /4 ysirED s , side o ,, 1 I 7 - MH TYPE B.CITY,ST0.1,80 2 �- 1 MATCH GRADE I L described. 1 1.I :I „ . ) !. ., SCALE: : HOR /c. l:� 20 � � R /M..,;^�z�Z-B+� ( ) ,. fill as _ N[Si'E.51 n traveled roadway E : VERT.. 1 :_ 2. � � ' .IL ?A� r ins for. utility trenches. on .exists Y a ®2 #30 SE CJErl JE. -4i 9 EX N &S '"l[G FIR1< ShFtln4iG1_F 3YS�E 12. Openscut road c oss g Y , existing' v ( 1 , acted: Cuts into „ /E (NEW W) shall be backfilled with crushed,. rock. a nlcally :comp RIM: 0 7-. it 5 ,E r t, 1 ( � 1 rid mecfia o : , II'' e neatline -'cut with saw in '. a continuous: line. A' e 1 I the existing', asphalt sha b x UE. fir✓_ (E� 41/S•tb a F SfRICCKIFR, S�S?EI� atch must be laced immediately after: and o 1 I. A ..ESIDENRAL IR7= temporary mix p P Y LL 3 A 4t be laced! within 10 da and « P P p tch shall P Ys Is jZEQUIR� FoR. I..OTS 3 AND 4 • I coin actlon:i A permanent hot, mix a U � shall be per City of Rentonl'current standards.:. I - F RI: TH P_ -X -X- I�: 302.34,.. _� 1 j V �.., VE. Pf of Renton U.S.C. and.G:S. X: - Z. 7Hf_ DF- _LO PE M 13. Datum shall be City, , - - - -N873 1 0 . mulched or otherwise stabilized' to a 355 W - _l . - S OF 1T 1E' 1ZXAESiYt WV47cR. 14: All disturbed areas shall be seeded 7ndimu M 75.585 -nom x__ MINIMUM IZ : prevention of on -site erosion !after I N 0 75.585 +;u X -X _.X_ -� �I 51sFylltdk>�F2 the satisfaction of the Department for the p Uc x - - - 75.585_' X MMER Ta EA. VdfTW A FIRE the completion of, construction. \ W a 1 75.582 R�SID6HTIAL PI(IE SPlirlti n:,i.:_ W- slC-'f EEP_ IOR. 76 TNF INSFItLLhTidN Cr iifE 1 15. All pipe and appurtenances shall be laid on a properly prepared foundation OT g: . r I+ in accordance wit Section 7- 02.3(1) of the current State of Washington �, s S�GM L R 6 ett►X I1E10 foh. t.as 3 Ir 4 - -- 0T 6 W \ wAT1 R s> xxv,c. sn�a r�l ►n,. 1 0+ LOT v1 Standard Specifications tor. Road and Bridge ,Construction. This shall include 1 LET 3� ; : MIN FFE. 422.0 s * \ I _ MIN FFE: 422.0 SFQ :� FIB gQ t a4cLPR FLAtiI MuaT BE necessary leveling of the trench bottom or the top of the foundation material w LOT ! 4 _L I 3. A Y 9 ® c MIN FFE: 22.0 \ v t- o - DO DFII' MR ROME` MID 1 4 'CAF MJ} PlsRf1:A146N( 7U RENµ F1RE as well as placement and compaction of', required bedding material to uniform- .. MIN 422.0 ( Sl)6'IViT`Ec> a 6 PVC SDR 35 grade so that the entire length of the pipe will be supported on a uniformly :, / ",'� - A :.. ....BLI W ASSY. N'� IB8,4T�.•4Z7 ,� �� \\ - - - - - - -°p - � SIDE SEWER � \ I PERMTT7TNb PfEIOR iD W51AUJ1T'ImrJ of "TH'E SPi21AJIQG1t 9 9 P,P PP Y �7'�� ___ I +, (oRr E 1,338m.3az', dense 'unyielding 'base. Pipe bedding shall be pea gravel' 6" above and below ® 2.0 %; MIN. _ k LR: - -- -- W 5`I5TE1�1, A'' AP. Fll7V•!' Pr?£VE*>'TID,J DEYK`E'. LYUB a 2 T.R. _ / T.R.! R: TYP. EA LOT the pipe., r� 1 49 I CHEC}c VALE P�SEM»�( IS f��?UIR ED Fi7ft 6 a' 16. Sanitary sewer pipe shall bn pi lysin Ochloride (PVC) rubber gasketed ASTM ® MH ®:1 +69 CSFx IyeTE 1 :h Bvlt.M D 3034, SDR 35, or ductile lro cas I F i` - x 4 iF . x28' 1 7S 17. In.unim roved areas, manhole' to extend minimum 6' inch and maximum ' :. 14.`9foP. 13.76,. xL4 : I x24 1 2 (4) 1 " , WATER METERS W.. IE: 416.92 `154• z2 P e ~ 313 VI.10S•Z J IE: 417.33 11 IE: 417.23 F R LdTS 2,3.4 & 5 END PVMT ^x I E: 1, 313.041'q$Z 18 inch above fnished grade: In paved area, cover must slope in all a 3 ; Q E' 1, V IE 417.25 a sOm II 3a Z' yY, o', I v directions to match paving. O SSMH No. 2 SHALLLOW - PBL ROAD ESMT 3'Rr �'.Rr aJ SSMH No. 1 (TYPE 11-48" ) I ESMT. --- - - - - -- -- - =I� 1 I SAM: SEWER MH 423 -IG •�. A/> gb"bA I a ' - MH TYPE B -CITY STD. 8072) - - - - _ _ A - RIM: %42�z2 v% (MATCH GRADE) / - - - - ® 2+25 lE.' �i§13 t7, N &S 'it(r.14 STING LAN FD RIM: .z;-= -21.gt oa 20' PUBLIC O I- o•8r - - - ESMT - _ m I IE. X116-9 (EX, 1{lb-2� a •i� "% OR EQUAL. PT.jj714RY TYP TYP ASHPALT SURF. n It 0fA; r O�{18.2f., 75 110 SEWER ESML N 230 -8" PVC '® gcS% /� TYP 20' PUBLIC X� 1 ) 4. cvvl SEE DETAIL 5.1 5 - SEWER ,ESMT., u $ x X- 20 W 1 CONTRACTOR TO VERIFY LOCATION, 72' r� 5-- ADJUSTMENT 4" MIN: r x- x- x -x =x- T.L. 730.45 _ XI TINE I ` x X- x =x' -x P�- 1 5 1 DEPTH AND TYPE OF E S 1 I' f :, 89.05 - 9 e x ®MH CONE ! � / � I SEWERr MAIN PRIOR TO ORDERING 1 - -` 1 1 1 11 X I z5 ® P.L. 1 5• OF :MATERIALS AND CONSTRUCTION, <'- MORTAR 'JOINTS IE 41225' 0 1 I I� I � !I �_' X R I P o + w T.L; �' BH0 w T.L. I : \ �- PRECAST'SECTION O 0 +42 X X_: x-� 01 X- 1 A 1 � IN. r 4" M 1 rti� Ili ®1 +39, / , \ B , c . AR Y R 4 "' FORMED B 4`: I x20` SANITARY SEWER STEPS DE x24'' I STEPS SHALL BE INCLUDED i \ S A 1 416.61 HALL HAVE a � E MANHOLES S 1 ,. 1 { L IE: 417.18 I @ 6 -1 2 1' 1JN 62 o - I, ALL' INTERIOR:; Z / CONCRETEIBASE'BY PIPE INC., l 1 0 to I I \, INLCLUDING CHANNELING TT O O N FIRE HYDRANT/ OR APPROVED EQUAL. �� rn ASSEMBLY I N I I COATED (SEALED) WITH A 48° E e s [zr,Ree~ °l T vo °^ \ LOT 211 OI HIGH SOLIDS URETHANE I I J o I COATING '(WHITE). WASSER 72° (*�) < I o - 99,70.457 rn z APPROVED EQUAL. 1_ pl7 W MAX. PIPE SIZE - 21" I.D. LOT 1 I _ tE bars, X91.812 3 a N > I W I LADDER -STD. ALUMINUM a MIN FFE: 422.0' j < �1 8 "x6" TEE MJxFL h MORTAR', �- OR GALVANIZED STEEL THE E PLANS ARE "AS- BUILT' / q a , wh 6" GATE VALVE (FL xMJ) a �� FILLET w AND THE INFORMATION SHOWN 1 W'N FIRE :HYDRANT ASSY.: W I v < ACC IRATELY REFLECTS EXIST OT 7 w 19 LF 6" D.I. - W6-MIN. CONTRETE SHELF _ a ° FIE CONDITIONS AS OF THIS 8 "x4" REDUCER PExFL InI QIA r \ ) W EXISTING �� h ip PRECAST BASE SECTION 4" GATE VALVE (FLxMJ): W s77s� OR CAST IN SHELF. • _ j / CONIC. BLOCKING -SAN SEWER MH N Imo. m wl U\M SHUPE HOL ERG Pte.: 6 f A 10.3$, tp RIM E1EV: 422.01 1,313, 989. 38ZI.E NdRTH: 415.51' crff or aCANNED MAR 2 6 6 EX: 03 ' � � sc.oe..�a y1.n. 9L7- 41 ' � FH 181' DATE: 3 /8/95 EXISTING 1 M .0 EX /STING 8" D.l. WATER MAIN (W -0480) GRAVEL ROAD ° l' DETAIL W ' I� .- _. NITAR'Y MANHOLE -TYPICAL , 1 = -- - -: I :FORCOMPIJIWCE Bo7 --- - -� - r- - - - --- DWG. NAME: BR28 SP PAGE: 8071 li 1 W MRU p NO SCALE ;, C 1 i ® EXISTING 1 - IV 1 8' t, 1 D.l. WA i1 1 CIT�t, OF' RENTQ ER MAIN rW- W { ,4A . Z , D480 -_ Drb W-.297' , 1 02 1 0 NE n � 20th /'7 1 I �... W 9 �- C' WORKS � : � _ J-' ,, ' ', �. � , D,EP ARTM ENT 1 OF PUBLI, 1 _ L,4 CE 1 1 1 1 � I � 1 4 PROFILE k, IQB, 4f53 s a z✓ 19ATER ,SEER PLAN & P 1' r GI2AP)'IIC SCALE 1 asz / ! 1 I L, E. 13x3, �4tq 4 1 r eo I FCENDALL 1 COfTRP 1 SHORT' PLAT 20 0 7n 20 •o STA 4 +49.14 NE „20th & y I14 N G I N E E R I N' G I 1 L 1; 1 I JA GER E I EXIST: WATER IM ., :. 1 e DESIGNED. JJJ 1 DATE. 11 /72/07 FlLE NAME,. PROFlLE.DWG 8 x8, WET TAP, -MSx'Ft� z.1�. 9419 South 204th Plac p 4�H Ju M irtsr 1 < I ( ) 1 F, .� Kent; . WA. 98031 DRAWN: 1 ( ) , `�` : SCALE: 1 -zoi. HoRrz ': , eoac 1 ,q 8 GATE - VALVE- FLxMJ 1 D 1 :I I 1 9 h PO ft. '.ANAL E ' ., : 1 1 50- 0934',: 1. CHECRED: 1 -5 jVERT I 1 s •,I 1 1 Inc, 1 ) Phone No. (206) 8 1 ,J -1i ?s7EEr. ! c'l or: v, �, 17 �7 1 C 1 EXPIRES: 1:3 1 2004 \ - - 0 155 .;'APPROVED. 1�, V.. 1' TH aC JIS iiN P AFFF DATES 1 ( / o RU_T 1L Fax No. 253 85 .�,..1 >.,,.�.,a... I 1 W . W J ! 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