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HomeMy WebLinkAboutzS-3376Set1 J �z MANHOLE FRAME AND COVER 'A PJRTION of the N.W. & .E. 1 f 4,- SECT ®N 15, TOWNS IP 23 N., R,�N E 5 E., W.M. I ''.... 6-`A,; STUB 1 -..�' SEE DRAWING BR29 NOTES: , 1 1 105` MIN- 2% MIN FFE:`�6 ADJUSTMENT (a MIN.) 1. STEPS TO BE 3/4' 0 DEFORMED BAR GALVANIZED SAFETY jn} MIN FFE: MIN FFE. IE: 394.8 399 -0 STEPS OR EQUAL �,IN FFE-9 1 V 1 1 399.0 1 398.5 MIN FFE: CONE 2. STEPS ARE TO BE IN PLACE BEFORE MANHOLE SECTIONS 9.5 MIN. 30' MIN FFE: ARE INSTALLED. MIN FFE STA 0+32 (SEWER MAIN) 398.5 RUBBER GASKEItD JOINTS 3. CASTING TO BE PER DRAWING BR29. _ STIR 2+30 I 399,0 BETWEEN STA 2+34 (SEt')ER{MAIN 399.0 I' STA 12+67, 5' RT. (3rd PL) I 12' 1 '� 4 MANHOLE SECTIONS TO BE OF REINFORCED PRECAST SIDE SEWERS rSTA 12109.7, 36:5 LT (ELMA} STD MH AS H IN ACCORDANCE WITH ASTM C -443 CONCRETE. ; 6 SEWER STUB MID) SAN SEWER MH #1�,,(STD MH -48) SAN SEWER MH #9 ( I .-I „ , ... n 4° MN. 5. ALL JOINTS SHALL BE GROUTED. 1 77' MIN. 2% I STA MH RIM: 402.00 �1 STA MH RIM: 400.76 MIN FFE: ^M STEPS - 3/4" DEFORMED BAR 6. SANITARY SEWER MANHOLES SHALL HAVE ALL INTERIOR '-IE =95.4 6° SEWER STUB IE: 393.88 ($° PV 3} OUT 6" SEWER STU9 IE: 393.44 (8" PVC, SE} OUT 0� I 20' I 399.0 LO STEPS SHALL BE INCLUDED SURFACES, INCLUDING CHANNELING, COATED (SEALED) DO 26 0 MIN. 2% I 38' 0 MIN. 2% STA 0+37 EA ENT I - 6- 1/2 "-{ WITH A HIGH SOLIDS URETHANE COATING; r; IE: 3945 STA MH IE: 394.3 6" SEWER STUB \ STA MH 1 1, STA 0+20' .�, CONCRETE RISER BY PIPE INC.. WASSER MC- CONSEAL OR APPROVED EQUAL; } 6" SEWER STUB - - - - - 35' ® MIN. 2% \` 6" SEWER STUB 6' SEWER STUB 7' MIN. OR APPROVED EQUAL. COLOR OF COATING SHALL BE WHITE. y, �- W e 14' ® MIN. 2% IE:�9�0 ng" 7. RUBBER GASKETED JOINTS SHALL BE IN CONFORMANCE v ¢ !E: 394.3 -� 30' ®MiN. 2% I 75' ®MIN. 2% WITH ASTM C -443. O 2 IE: 393.0 4E: 394.3 8. CHANNEL HEIGHT SHALL BE A MINIMUM OF 3/4 THE INSIDE CD N 2 / SIDEWA / __ W DIAMETER OF THE LARGEST PIPE. CO i 1' -may i 9. CONNECTIONS TO MANHOLE SHALL BE MADE USING GPK 0 MAX. PIPE SIZE - 21" I.D. �--1 _ Q / \ I r - 12- (TYP) ADAPTOR, KOR -N -SEAL BOOTS OR APPROVED EQUAL. CU I / d LADDER -STD. ALUMINUM ?2 +50.27 13 +00 13+15.79 OR GALVANIZED STEEL O ` - �j Rn 20' PRIV. ROAD &� CONCRETE SHELF I \ i PT N 9 °09' 15 "W pC Q S??/ OS PUBLIC WATER ESMT. MIN FFE STA 2+15 , T 66 - 8 PVC ®0.50% C\ 7,8 N•S�B`�(p 398.5 1% PRECAST BASE SHELF- 6" SEWER STUB NE 3r PL E IF- 393.8 "`•� \- 26' ®MIN. 27 STA 1 +82 SEWER, MAIN ��p w 6" MAIN. �w� +�pv MANHOLE �1py MAIL MIN F : IE: 394.4 S /DfwA� OAL TA 13+86.5, 2' RT (ELMA) Y 6" MIN. (TYP) ►7hL711AR MANHO .r. s llii AIL , / �,� / � - - - - - - RIM: SEWER 3 MH�7(S1d MH -48'} / STA W STA 0+2 \ O \ IE: 392.67 ($° PVC, S� OUT / 6° SEWER STUB s SANITARY MANHOLE TYPICAL DETAIL DETAM NO BR2$ ` , - - - s WEIR TUB o9 11E 3sz.n ($: PVC, N IN l 30' ®MIN. 2% We IN. N NOT TO SCALE ( / IE: 394.1 IE: 3917 1 t EXISTING WELL TO BE STA 0 +47 SEWER M IN I it I I II ly - 1+45 STA 13 +36.9, 2' RT. 3rd PL Is CONNECT TO EXIST. CURB, GUTTER & O \- ' ABANDONED PER DOE ) MIN FFE a I 1 II 3 O �/ + I STANDARDS. SUBMIT R PORT SAN SEWER MH #8 (To MH- ) 398.5 C CATCH BA IN C I� SIDEWALK- MATCH GRADES / 4 A RIM 406. 03 m II :( I RIM: 400.29 I" a i STA 1+50 a TO CITY INSPECTOR. 5 PUBLJC SIDEWALK ` " SEWER gig I IE: 393.01 (8" PVC, S) OUT I & UTILITY EASEMENT 12" ADS 4 3. 16 IE x i��� "0-9 =15 W 204. 0 ' \ FFE: 26' 0 MIN. 2% IE: 393.11 (8" PVC, W)�IN 3 12" ADS I AIh 3. 8 TE 21+ __ss _ N I� - P - x x \ 399. E 394.2 I +5 PT. I MIN FFE: x e -x -1 I 13 399.0 Its W �l II i 10' PRIVATE DRAINAGE I Iv, I STA 1+50 n H ° �-- Iy II la I j - - - -� - I EASEMENT ' I o I &UTILITY EASEMENT //� (/� 6" SEWER STUB 5' PUBLIC SIDEWALK 9 ® I �. C- 2 I I E5 93.7.2% [, Y Cj' 3 /V I� I II 1W ¢ I I , PO 5' PUBLIC SIDEWALK & �TILI T Y -�) Q ®o 0 I MIN FFE: I o I - - f I II z o ( !/ I I I EASEMENT I w > m I % I 398.5 ® Y I�� I; ► 1 I �N a > d \ n. I 10' PRIVATE DRAINAGE STA 1 +20 o w I I a ~ o Z I I W b Iw m I EASEMENT I 6" S R STUB 00 z° N - m o 16T SEWER STUB III �" o t` o ofl �% MIN FFE 26' MIN. 2% I I dt - - w III o I� I� 398.5 IE: 3 3.8 I n o I - i I iv m 135 ®MIN. 2% MIN FFE: S I' N+ a \ m N I IE: 393.3 cN III I r• 4' LANDSCAPE EASEMENT 10' PRIVATE DRAINAGE o I T W I i I 10° �\ I E SE ENT � I � z I c �< III pb -- _ I 21 a Q II 1 MIN FFE: MW FFE: I I III a 400.0 00 I 400.0 I I MIN FFE: I MIN FFE: I 5 a - 400.0 MIN FFE: I I I 3/ I PO STA 1 +22 (SEWER MAIN I n I OO ! I I I IO I' I 399 .0.0 I / q- MI FFE STA 6+24,\ 5 RT. 2nd PL o PUBLIC SIDEW LK Q m STA 1 +77, 5'E 'T E�2nd P) I I I I 39 5 SAN SEWS MH #4 (S -48" I �°f, &UTILITY EASE ENT I RELOCATE EXIST. I L/ PT. RIM: 401.9 , EX. CATC I BASI L POWER' OLE SAN SEWER Mrl #6 (STD MH 48 °) MIN FFE: STA 0+53 I / 1 RIM 406. Q Ii RIM: 404.39 398.5 6" SEWER TUB \ I \ I ( 0 12" ADS 4�2.�3 9 IE I 't � I I I I b 5' PUE�C SIDE LK IE: 391.66 (a8" PVC, W &0) IN / IE 394.06 (8° PVC, E) OUP_ \I / I 2E6' 9317N. I ppp UTILITY EASEM T I / ` I I 12" ADS 402. IN' IE STA MH _1jo0 STA +17 �F f'°° -- \ MIN FFE: I .t I 6" SEWER STUB STA 2+27 FIR STUB I I / STA /�EWI 47 STA 0+ 398.0 12" ADS 402.I� IE I I I 6° SEWER STUB I 1 +14 ', I 36' ®MIN. 2% 6° SEWER STUB 36' MIN. 2% 6' ®MIN. 2% I \ 6" SE�STUB I P \ IF- 395.2 36' ® MIN. 2% IE: 394.7 / IE: 394.6 36' ®MIN. 2% 0*_ -W N. E 35' 0 9w.2 IN STUB I IE: 395.1 ( 5' PU SIDEWA & u-n IE: 1 E ASEM O I \ IE: 393.2 / = $ m �1 sr - - -- - - - - -1 I e EX. SEWER MANHOLE In SIDEWAI SI EWALK 5 RIM 405.79 w \ 8" PVC S 395.01 IE y9�� 8" PVC W 394. 2 IE/ E PVC N 394. 7 IH +OD NE d.�L - i - - `` S89'15'45 "E °o a ym PC � PC 7 +0 $ �I �\ 00 270'- 8" VC~ 3 +00 -4 a �� 4+00 X55.22 m 2' -43 = -� - - 6+07.05 + ® 6+52.38 S 9'15'45 "E <I ` 0 0 170'- 8" PVC ® ,50 PT s +ss.ss ® 0.50% r� }' \\ m 887 °23'2 'E c0 /r INI 17 SIDEWALK - - - - - - - _5' PL BLIC & U DTY- SEASEWE E ALK Site nchmark No. 1 / TA 1+58 - - - - - - - - - - Elevation: 40.97 f t. I S A MH STA 2+ 1 STA 1 +21 STA �9 STA 0 +6� �2'P ST05 a , 6" SEWER STUB 26' ®WMI'.S2 %B 6T SEWER B 6" SEWER STUB I 6" SEWER STUB 6T SEWER STUB I 26' 2��_ 6" SEWER�SiU6 6" SEWER STUB AALL1 6" SEWER STUB I OD 13 ® MIN. 2% IE: 394.6 26' ® MIN. 2% I 26' ®MIN. 2% I I E: - / p� 26' ® MIN. 2% 26' ® MIN. 2% !E 395.0 26' ®MIN. 2 IE: 394.1 IE: 393.7 26' ®MIN. 2% I STA +70 SEWER M ) IE: 3931T -- I E: 392.9 E1 93.0 2% g W '�4r IE: 394.2 I I I STA 4+ PL) t3 IE: 393.5 II vWil� I I I I SR MN SWE 6 MH #5 (STD M ° °F°_ I �' ICU 33 I / , I I 30 398 2 I IE: 392.61 (8° PVC, E) OUT m I I II < I - \ 400.0E 400: FFE 1 399.0 2 398.5 I IE: 392.71 (8" PVC, W & N) IN ^ 2 5 I Q / I , ji MIN FFE: /� (�^j U MIN CU \ / I MIN FFE. w / / 2 MIN FFE: MIN FFE: / M I m (� \ j / MIN F E: I 399.0 I ¢ I �_�.00 2- / - MIN FFE: 398.0 398.0 11�I II ,8 I �, I P,F�F Q I 398.sFE: I 398.0 �40� NOTE: ( I P` �,, I �I II I c°n ALL TRENCH RESTORATION SHALL BE PER HE CURRENT CITY _j z I I II ml a �-4' LANDSCAPE EASEM NT I OF RENTON TRENCH RESTORATION AND S REET OVERLAY a- N I LUA 06-05i z I fO I STA 18+78 DETAIL. I �� It InWI CITY C3 ]Er REN'rCJN I p I I / �21VAL ENG O U R &SIDEWALK I RECOMMENDED FOR APPROVAL DEPARTMENT OF PUBLIC WORKS wI lNST ASPHAL7 TRANSITION IXPIRES: 31 2008 P 20 I o 10 20 40 ��j,� EX. SEWER MAMH01!E I RIM 401.54 ENGINEER: BY: DATE: SEWER PLAN 8" PVC N 5I.74I IE X16 ±70.0, _ JAEGER ENGINEERING = i M NU SEN PLAT AG S P JP.L I"- x 1 inch 20' ft 1 _ _ _ _ _ _ _ 3' cyclone_ fe Cn e_ _ _ _ _ _ _ _ x 9419 South 204th Place DATE: JJJ DATE: 11/2/06 - FILE NAME: ® ( ) - - - - - 1. PER CITY REVIEW 1 -12 -07 I X. Kent, WA. 98031 BY: DATE: DESIGNED: i L I MB 2. MOVED POND LOTS 6 -1 -07 DRAWN: HECK JJJ Phone No. 253 850 -0934 !! MB' "+ CHECKED: JJJ scALE: 1 " -ZO' FIELD BOOK: PAS' 1,51 1 BY. DATE' SHEET: OF: z 17 Fax No. (253) 850 -0155 APPROVED: rJ 16 N0. REVISION BY APPR. DP.TE _0 . ®' ; M 4 z w N ° Z7N o 1 V 6 ':M b E, W % r, W g � W A tr o H o ? [0[,� C' 3 �z H Uac v 'S rn c c ® l II N II � I VIEW - --5: PUBLIC WALK & UTIU f'X EASEMENT T A ` - - - - - - 4027 - - - - II \ IATIVE STA 0 +71 STA 31 +91 )RO _ B, U GUTTER & IRO C 0 EWALK i INSTALL 5' ASPHALT • TRANSITION RAMP I 1 STA SE H RT (FIELD AVE) Sp,N�EWER MH #1 (STD MH -48 ") LUA 06 -053 LS S6 <i v - + - - �- // = S89 °15' 45 "F o4 a ¢ PC v° PC +I . - - ° +5512 _ 5300 0 � _ 2 I 6 +D7.D5 'n 4 6 +52.38 7 +00 S89 1:15'45"E 7 +05.64 , I 1 ILL - 170'- 8" PVC ®0.50 %% PT \ CITY OF RENTON 1 n \ IF! I `I S8 �'23' 224 6 +55.65 = 15 PVC 0 0.50 % / i I / _ V - SI WALK Os A` 1 � I ST A-1 5-8 - - - - -\ I7- -L- \ 400 STA 0+91 SEWER STUB fiT SEWER STUB 26' MIN. 2% STA `Q++66 / 6 „SEWER STUB - - - - 6" SEWER STUB 26' 0 MIN. 2% - +E' - 402 26' ® MIN. 2% 26' ® MIN. 2% STA 0 +55 T) 26' ®MIN. 2% CT) IE: 393.7 IE: 393.5 I' STA1 +70 2(SEWER MAIN) ' IE: - - IE: 392.9 _L 6° SEWER STUB t STA 4 +�50- 5-RT ,(2nd PL) I -� SAN SEWER MH #5 (STD MH 48 -) 31' 0 MIN. 2%1 -398 -- 1 ' RIM 40176 STA-1+2T- (SEWER MA I I IE: 393.0 `v I RI 3401. (8° PVC, E) OUT _ ._ STA 6 +24, 5' RT. (2nd PL) J ' 2 g -- - _ _- _ SAN SEWER MH #4 (STD MH -48° `J z H I IE: 392.71 (8° PVC, W & N) IN z RIM: 401.95 i - - -_� I IE: 391.66 (8" PVC, SE) OUT MIN FFE: - -- ° / 399.0 FFE: �� I \ �` IE: 391.76 (8" PVC, W & N} IN 398.0E - -- 398 -5 - -- I n` \MIN FFE: I I / I 398. ��� QQ� 398.0 FE: MIN FFE: I I 25 I i 398.5 " -HtCLH WOOD FENCE ALL 1 7.5 - I -' AROUNDY PP OF POND _ - STA 2 +17 I -- (S�\ E-E � DET. SHT. � 3 3 -' _ 6" SEWER ST- UB 4-il-4 - - 26' ® MIN. 2% i- - 398 _ 39 IE: 390.9 397-0 - w-t- - - - -- MIN FFE: me- n _ 398.0 10' Water eas - _ - -- - /10' Rec . 840!1,05 = _ _ 94= 3_ - - - _ - ----- - ____ __ 39- I 1 - - - - - - - - WEP _ - - - - - _ - ----- - - - - -- - - -- - RT -- � 84 ( RM . III - - - -- 40 ) -1 1 EX. CATCH BASIN 3 \TRACT MIN FFE: RIM 397.02 IE I 11 I 398.0 18" ADS NE 394.11 TE - -J 18" ADS I W 394.4 I 1z' REMOVE \\ \ \`(REMOVE) STA 1 +s2� \\\ --- - - - - -- - -- I I I! I I I I I I I 98� 6 SE STUB 15 DRAINAGE 26 N 2% - -- - -- - - - - - - - ASEMENT I 1 390.6 IIII'III`- 3$9 - -- - s? 6 / \ \ \ \�\�7 - -38° r�°z 0--- - - - - -_ - IIII --- - - - - -- -- - - --1- _ I I 12' WIDE RA ACC =_ - - ROAD ®Max. 154 _ = =_ = - �- - -7: ro - -- - -- - -- -___ _ - __- _- _ - -___- 38 - _aWL- . =_-- 12' DOUBLE 5' PUBLIC C } SIDEWALK SWING GATE & UTILITY EASEMENT 15' WIDE GRAVEL ACCESS/ 3•� ROAD ® MAX. 15% 1 6' HIGH WOOD FENCE STA 1 +30 1 AROUND TOP OF POND 6" SEA STUB �qp0 (SEE DET. SHT. 12) I \400 E6 90IW, 2% I ` I SWING GATE NOTE: SIDE SEWER STUBS �3 I 12' WIDE GRAVEL­_ 1 MAY BE RA SED TO BE ADJUST EXIST. MH RIM 1 ACCESS ROAD 72 I MIN. 5' BETW \ TO NEW ROAD GRADE 11 EX. STORM DRAINAGE MANHOLIt LOT /HOUSE FIRST FLOOR RIM 396.11 n ELEV. AS PROVIDED BY I 36° ADS N 386.97 IE (Ex S�) 36\ ADS S 386.93 IE (EXIST) 3 Est r BUILDER. �--- - yyyjfff N€E // T T MI MIN FFE I' 398.0 398.0 , 36 7 ' /� L( I I I 1 MIN FFE I MIN FFE. 42 6T SEWER STUB I I I I 398' 6" T SEWER STUB 36' ®MIN. 2% I 1 0 26' ®MIN. 2% STA 1 +20 ° IE: 390.3 6 rroed fence) IE: 394.0 6° SEWER STUB I STA 0 +80 STA 0+09 1 6" E MIN. STUB 1 6° SEWER STUB 6" SEWER STUB xi 12' TO BE DEDICATED 3 0 MI 36' ® MIN. 2% 36' ® MIN. 2% - \ ' AS ADDL ROW ^ I IE: 391.4 IE: 389.6 - - � II 11 o� I Itd �I I I I to ( I II I I I 0 W I� I II I III I II I it 111 I i4 '',EX. DRAINAGE POND 6- cyclone fence 5' X Yclonex• \R_e L x �-- -x -.x- Gate- S A 0 +38 SEWER MAIN STA 7 +22.5, ® C.L. (FIELD AVE) Gate SAN SEWER MH #3 (STD MH -48 ") \ RIM: 401.06 IEt 391.19 (8" PVC, SE) OUT -S89--F-23-44"E IE: 391.29 (8" PVC, W) IN 17 - -i is- CONCRETE CULVERT STA 3 +07 (SEWER M *) STA 7+62.p, 2 RT. '(FIELD AVE) �pROPOSED SAN SEWE MH #2 (STD MH -48 ") CONTOURS RIM: 400.65 \ (n,p) / IE 390.91 ( PVC,) OUT IE 391.01 (�" PVC, 14W) IN 1 i STA MH I MIN FFE: 6" SEWER STUB `\ 396.0 IE: ®MIN. 2% 4 8 E: 392.0 � - - - - MIN FFE: ' 397.0 / MIN ('FE: 4' HIGH RETAINING - I� STA 2+61 4' 395.0 I I WALL WITH 4' TALL 6" SEWERS� 1 I BLACK VINYL CHAIN I 2fU�� LINK FENCE ON 25' 42' 0 MIN. TOP BUFFER IE: 391.9 ADJUST EXIST. MH RIM \ I I' n TO NEW ROAD GRADE EX. STORM DRAINAGE MANHdLE IM 397.48 STA 2 +25 I ADS N 308.06 IE (EXI T) 6" SEWER STUB 6" ADS S 388.08 IE (EX\IIST) 150' ® MIN. 2% L - - 2 ! ill IE: 393.9 • a C.-.O. � m W NATIVE ` GROWTH 1 � I STA 2 +22 PRO TEC710 n l I 6" SEWER STUB EASEMENT I STA 1 +91 1 \1450 ® MIN. 2% C O 6" SEWER STUB IE: 393.9 *MIN. " 4 r IE: 391.1 � IE: ``iJ � Ld MIN FFE: ,\ 4 9 395.0 1 MIN FFE: m 1 397.0 Q 1' \ w 1 Do N I II '�' 4. FEI�C� ALL 4' HIGH RETAINING WALL / AROUND P OF lP�IND WITH 6' TALL SOLID 3' (SEE D 1, SHT. 1,2 WOOD FENCE ON TRACZ' / 1 1 I STA 1 +66 LINE (SEE DET. SHT./ 1) - 6" SEWER STUB I 1 I 42' ® MIN. 2% 4 4 r/- - - 3893 IE: 391.1 I I" I - 387§ W:R.- IN FFE: i- g� 9p 95.0 f 3 -I �fRAC 4' HIGH RETAINING WALL /WITH 6' TALL SOLID 1 \ 1 6' BERM I WOOD FENCE ON TRACT LINE (SEE DET. SHT. 12) ° STA 0 +91 ° 6" SEWERS l U B 12' WIDE GRAVEL ACCESS�I i 42' ® MIN. 27 ROAD ®MAX. 15% I'\\ IE: 390.8 ij 12' DOUBLE 1 �/�T SWING GATE I \ MIN FFE: L111395.0 11111 IIII if 'a• j I� J SIDEWALK I, CH Sill WALK 30 - - - -,- - - - - -EDGE- EX.- PVM-T- ---- li - - - -- - - - - -- -- - - --E_P - -P - - - 16'-� - - - - - - -' - - -� - - - - - - - - - - - - - - - - 31 +00 / 589 °24' 44 "E 32+'00- - W w _ W w W u' W W W W Flow line of {hickene� eage - 29 30 +45.48 1 / +35. 2 water NE 2nd S .� - 2 +99.71 N84'4501 "E i 27+ 89'15' 45 "E ®� F, ,S 28 +00 11' g° valve S - T 207s4 �� 6itlewa lk DWY. I pWY. Si tlewa lk per` /OJVAL` \'�� '"XI ST. SEWER MANHCLE EX. CATCH ASIN v LAURELHURST RIMRIM 40T ; RIM 400.06 8" " PVC E 392.53 IE 12" ADS N 396.32 IE t,J EXPIRES 3 1 2008 8 PVC S 392.80 IE 12': ADS w 396.25 IE 12" ADS E 396.26 IE ENGINEER: JAEGER ENGINEERING 9419 South 204th Place 1. PER CITY REVIEW Kent, WA. 98031 2. MOVED POND /LO Phone No. (253) 850 -0934 °z FOX No. (253) 850 -0155 NO. REVISION S (SPLIT RAIL FENCE TH WETLAND II IGNAGE IATIVE STA 0 +71 STA 31 +91 )RO / - _ -_- B, U GUTTER & IRO C 0 DEWALK. :ASEM T INSTALL 5' ASPHALT • TRANSITION RAMP I, CH Sill WALK 30 - - - -,- - - - - -EDGE- EX.- PVM-T- ---- li - - - -- - - - - -- -- - - --E_P - -P - - - 16'-� - - - - - - -' - - -� - - - - - - - - - - - - - - - - 31 +00 / 589 °24' 44 "E 32+'00- - W w _ W w W u' W W W W Flow line of {hickene� eage - 29 30 +45.48 1 / +35. 2 water NE 2nd S .� - 2 +99.71 N84'4501 "E i 27+ 89'15' 45 "E ®� F, ,S 28 +00 11' g° valve S - T 207s4 �� 6itlewa lk DWY. I pWY. Si tlewa lk per` /OJVAL` \'�� '"XI ST. SEWER MANHCLE EX. CATCH ASIN v LAURELHURST RIMRIM 40T ; RIM 400.06 8" " PVC E 392.53 IE 12" ADS N 396.32 IE t,J EXPIRES 3 1 2008 8 PVC S 392.80 IE 12': ADS w 396.25 IE 12" ADS E 396.26 IE ENGINEER: JAEGER ENGINEERING 9419 South 204th Place 1. PER CITY REVIEW Kent, WA. 98031 2. MOVED POND /LO Phone No. (253) 850 -0934 °z FOX No. (253) 850 -0155 NO. REVISION S S EXIST. 8" %EWER ® 2.10% - PVC ®0.50% 1 S 29 +Sp.1s S EXIST. STA 0 +71 EDGE-EX- PVM-T. - ----------=------ / - _ -_- -S� 8" SEWER (REMOVE)EX. cA RIM 397.58 I 12" ADS S 394.51 IE I I 1 STA SE H RT (FIELD AVE) Sp,N�EWER MH #1 (STD MH -48 ") LUA 06 -053 LS S6 - - - - �- // = .RIM: 397.5 ; }- Site 2 benchmark Power CO vault rJ Si. ® Ls Sidewalk NfaL I I 1 ILL IE: 389.28 (8" PVC, SW) our IE 389.38 (8° PVC, N) IN CITY OF RENTON 1 et K nal in top Of Elevation: 399.49 feet Curb Seam E N RIM 398.68 ` I 12" ADS E 393.87 IE ADS W 393.87 IE t /�•o Hydrant �a -MANHOLE �°' RIM 398.99 // /�a 8" PVC E 388.65 IE RIM 397 RIM 397. 8" PVC W 389.12 IE IE: 389.22 (8 ",NE) NEW RE- CHANNEL AS REQUIRE RECOMMENDED FOR APPROVAL DEPARTMENT OF PUBLIC WORKS SEWER PLAN I 12" 12" ADS S 393.84 IE III LS SB F. 8" PVC W 388.63 IE 8" PVC S 388.47 IE II Stop sign 1 Ex. CATCH BASIN I RIM 391.37 - 1 (,7 ( e 1 benchmark BY: DATE: MAGNUSSEN PLAT ul EX. SEWER MANHOLE 12" ADS N 394.47 IE 12° ADS W 394.47 IE Set PK nail in asphalt B : DATE: 1 -12 -07 120 8" PVC N 387.70 IF 8" PVC SW 387.50 IE 1 Elevation: 396.98 feet DESIGNED: JIM DATE: 11 2 06 / / FILE NAME: TS 6 -1 -07 20 0 10 40 LAURELHURST I I BY; DATE: DRAWN: Tdd CHECKED: JJJ SCALE: 1 " =20' FIELD BOOK: PAGE: 6. 6mimi DATE: APPROVED: SHEET-6 OF- 16 BY BY APPR. DATE 1 In Ch = 20' ft. t� CD'. 5- 331602 WAVM ®EG111132m, IME A PORTION Of the N.W. & N.E. 1/4, SECTION 15, TOWNSHIP 23 N., RANGE 5 E., W. M. _ x 1 I I I i I I I I I 1 I xpF -Ap- 3f ` g I 10 I 11 \ ( 12 13 1 14 I 15 -- -- I I I pLw en�ie (]R') \\ I �N /eexre'Aa�P.e 12' ��j 1 i O1 r �„ - _ I -l1ar I I I wsrAU p•eA®R it °o 'ILI 16 ml I P Ax ]0 T � \F - - - - - -b wT, °ml .�♦ r•e w•]s•x ' i \ WETLAND I w�afc�rxueR wlv _ ` I8 NE P 17 \\ �� qxy� CNe WTA v1j, ` \ \ I_ -6�fFre pIMAOCf,ifY / ,_ - - -- -_\ _J_ \ -� I \ IpF 'Ax• R I� NOTE ALL CS CALL -OUT OFFSETS ARE SHOWN AS OFFSET DISTANCES TO FLOW LINE L- s'.°'• I 1 80R R _ ( MTA: a rd►. DATA: - � - Z I i u�"" - '-•.l -' s / j� K,r°• 6snwD Ral. m eE are D 1 I --yf ,\ l ssEm'�`wRULro.1•%r°o'- mAD°`eES °1}et e , I \ I : 8 srArr s�s.°0Er I�aLr ,l�°�'° xj 8 � ' _ _ � I .' alzc.vmas un � I ro alr el•¢1•L " I � � 1 I `-' i - N89'0"5'N: 204.04• I I Is mnux -'A I I Fes'+ 23 I I ea]m �I,e,T \.'Ax•l \ re DRA•Aa � I I ^� I s• Puafe 90EWA11t 22 � � II _ - - -1 I , 1 i � I p um�Rx soLx•Aix s nm - -1 g I I I I ;I - - - - � �icpF •Ax' 6 I ,� I � I II 6 I , +- _ s,e._ _ - Im mAelAee Pes 2 3 =T I I I ; � I § •I s r,. l]rPI - - - - - - - - I - II 1 I; a ,sv feL ' 1 - � -�' / II ,oxKw/ie' R i I I. • �'---' °'I'siD,,zo ') �\ 1: ?O 1 o I - - �I ® , I 1 RU ( 4 I l K1eL ;I 11ea] POD �L1 µl R II 00 I 4 I I ' / �' ma�r.� ` I ,� L I ' J rP Om mm<m® Ra \I I ' � oR •wA¢ w \ e � 'I I ' l ° e° r L I I I i ( \ \ � 5 x w ¢LFAg n MORwB A w ;sMe'�r T.e ]AD : k Dri A / I • I o!@ 1 I I c �� s�Y• Ww. \ ' . y '/ � 4 Ar s � aIaRe lc mA'ie x rZ rrc �/S�I ) I �\ � • I w ] I I \- `• RAw epi mu � J • u pw OrPI Rse I rs sDLwrfR s a° wrs ��Y � _ \"�. a -- I �� I �oL wwlA , roe _ _- __ r � __ _- r__' -__ ________ ° - - -- - - - -- �� °B .31Y SIa I Ce �• -- -- \\ \\ %m eAR ! - ' F,, S89 '24 E`'i175. 03 �! swo sax Yi •4!A'` 9 I / ' w2Ae 0. R, II 6DATh r ,r - ' - LcrvraRs , • lit I- lit ,.sv asn es.ze \ , PRaPasm� �\ 48 p I \ m DRA•:R•{,IrP) PDE , R ' - --mr— -_ i°aa m II \ <� 321 I 31 1 30 j s 27 �I - -- i I �±R� �I ,W `�\ 29 28 1 DRARA�26 25 I/8 \ ADD I / f i 146 1 i I wwAa wE I RL . A �Z'' T. I I Atl t� - - Amwnrx J •,s ra ff+*> II r'mrri olrsaix °om l-a0� I I I `�, �\ z r) 1 SHOWN AS OFFSET ISTANCES TO FLOW LINE °� I n H ,s L nosh 3 e. ofi ex(rryld.e I e-I N eTf+a a _ `,s«,AresersE us�ar/I I I I \ ] I Ras» w ALan"�c 'O00 w r Pw Lor —\ I I asL°e r 1 \Ilk IE IEq . e srw l - 1--- Y] - I'_ -_{ - - -_- _- - -- osr sT,�,zL s �eL91 -- - - - - -- -- - - - - -- ]BU e05 NE 399.]1 IE I i 110 1 L 10' Xs e� eLe s- - -_-___ f8- ADD IE p 394.42 IE _ - RRC. .eaofro a IIII = __ _mss__ - =A _ , I I R Ife OyP rl--------'--------7_SC Lv9 ^[ePCe--- - - - - -- __ - �•f111 - 9'15 -I45 "E 518.50 -- -_-_- eae��wve aee -Yilll II II 1 sso A I— I ___ _ — _I1I11�1 i�lll f8' — c IEaT H I I e az° DRAIN 14ETENTION:POND B F9 RIH nO1.n1 ORANAGE TION: POND AC 1111111111111 - -_= T�I Ilia - -_- _ -_ _ _11111111111111 ' 394. 57 IE I --i•'I 1 \ ttxi.r 09RMldi srAfernD f2" A06 p 396.12 IE I I I it - _- ___- _ - 1 111 I I I 1A 19L ppe llpM reyTL r DER]Rpx efweAle �- __- 1_- _- -EQC -- I I I 1 111 I flE ATtts l�Ii:Na�¢�0 =­4 11 I 1 j 11 `ii\` \.;�. \TRACT 1 1 1111 111,1 ala I e ]AA1 ]C. xL� I • 11 10P:AaG2! I 14TfR iE\E, � A ,Y DBET 1j1 1 1 1 111 E a{5 40 / a I f �p T,peey)4 r• I I �f 49 DE9w! RA lEM. %,d IAFA- IE %) 1111111111 1 9—R'T OEEIM I N e ala RR `'lJ 1 a BDTIW: Anf 3,a 3 apt'R 004 I Ill lljllr_yp_____I I I \\ `` \ == �- �1 -�f'L BYJN? 1111171111 X1111 ea2o xCI .q I wIUE �: ,JWe fs IjI�IIIIjeaLO I i i i j �����\`�v�`�____?a_ _ ___IIIIIIIIIiIII '9B� M• RI I Q ML1E TY: P Il mRRADM I\p mewl � � WATER TY: POND B ___ Illi l - - - -- - -- I N Inr.\ml I rcfroro�oErrRflw smRACs WATER OUAIJ+ POND A I 1111111 - - -___ \\� \` _____________ ____ - wry - ra ' -�m.a AnrA -z,ses w[sar•aanw DE,elR°SiDRADE I111�__ _ \___ -__ _____ _�1I11 4 RsrAeeX0 xN11' I w /IR RM �B0\ylT1°IE .9WI _ a AIEA -ezo eT ,w remua uu3f: sez.0. AIeA- sew _ fu Amss aDAD� I - ue (se oET. sa. -- m (M E mNO°°P OF1PPO°Ei+os'' aelunc zees a- s w oRA\a - r e• rH eoa xela I sww are i PwvAre III I I - - aess- _ LsPe Der. sR. ,z) rw a Ira,up NDAD pA mAD L!E 1"'f'T -I N 44 afi a zraez a Ovsi �Ie9 (sef oEr. sir. f� 1\ �"\ m .{p � I 4, I N III I o % c at f I e aza 41 1-�_� I�I z 3 ° mwln. Imwsy; I- i IIRAC I I' a ww Rv aw ,r xmE wAw. }Q IR'Ll I A ROie f j I % Ry°ae Ruwcml rows m°�ixo m'NiD~e Z I I j I - '^ - - I _ _ I WM IaMi lu I I eASOa'Cxr °i•''"£ 1 (•E IRC •14 n) .�� 5° ,5' /�° 1:1azo ' II I I 6% p5 x 86.9] IE E% r - -- aes.sa 4�..hR+e LSec oEr srt. +z) • 'i�I'�`l--- -� I III e 34 35 37 rPCala rxDEmuvLLAma I III —I ,Ywer I', R"A�x� s I 3 6 Lm wA•Als Pee �I l RDAs a pA><,w I 1 1 I I I e I w]x rR'nwD LAxE RLf%um1° sax I NOTE ALL CB LL�T OFFSETS A A • u rr. O+>7 F iT; I 1 III I I I SHOWN AS ET DISTANCES TO FLO LINE `'F I I I ,Dlre,.n - �i 'sASpDO`o re / xore ADMG?,T w,s emAU s sneer xwc s%e, I As+NAL 111 I eRa ar1En r s Accts su ze.w� s I I 1 ]waae. fex R I smLwAllc. mmRL•cnorL sDLwA1R. Rnasrre oasr. ca ro I ° , g IeY: \ pro Rµp s K D6f.0 _ � -, I) iRAxsnax IrAw e1erALL e' ASPxN.T NE•e ase� I I �) I Rek .R a aua - 1 e - -- -I • _ RECOMMENDED FOR APPROVAL z O T BY: DATE: > Ld BY: DATE: BY: DATE: I gy. DATE: 0 Irvar- = ran — tsEe 7ROxe) u � J. JqF IAUREW 5 URST OF WASH/ cC 40 0 20 40 80 160 20734 ( IN FEET) Fy�cISTER 1 inch = 40 ft. .ONAL E �1 EXPIRES: 3 1 2008 I . ROLL 208 PER CITY REVIEW MOVED POND /L0 REVISION s�1 � HILL Re,x D,aaAr =V1. 7 - CONIMN n re I W I a axalD M.E xlc LUA 06 -053 ,t 'IF-• �% NE 2nd ST. "sI"D /. CITY - OF'^ RENTON^ ENGINEER: COMPOSITE PLAN JAEGER ENGINEERING MAGNUSSEN PLAT 1 -12 -07 9419 South 204th Place DESIGNED: JJJ DATE: 11/2/06 FILE NAME: 6-1-07 Ken t, WA. 98031 DRAWN: ddJ Phone No. (253) 850 -0934 CHECKED: JdS SCALE: Y' =40' P1E O eoo %: FACE: Y APPR-I DATE Fox No. (253) 850 -0155 APPROVED: SHEET: 2 C'- 16 GD W 3)11001 W481110117 � - 3311x03 R- 331boq I V III I III I o I III 'I I Q' O II II 1� AArcry °' 1 IH 4D6. 1 iz- aAa I �3_'ei �Em � 1=I I ^V'►� W a W III k � III r 6 0 o d Q III 1 �m. J I Ll oI I A care IH nae. z rnZro� ;Ds F 12- ADS V — 1E 3 H \ / Y I a \ S. 6EpER r Hen +k_E q R i _ES 5- Pyf N e4. cQ lE\ 35�. q2 IE 5 �` c Hm RARP a 1stau a �I o a '�1Aaz•x _ � 1 61ssr. s lr• L I s B � Q Ixl I I I IIIII � ' FIH 40f.5. 8' PvC rvI 671 IE 1 o s ® N p oe I i A Ir IME A PORTION Of the N.W. & N.E. 1/4, SECTION 15, TOWNSHIP 23 N., RANGE 5 E., W. M. _ x 1 I I I i I I I I I 1 I xpF -Ap- 3f ` g I 10 I 11 \ ( 12 13 1 14 I 15 -- -- I I I pLw en�ie (]R') \\ I �N /eexre'Aa�P.e 12' ��j 1 i O1 r �„ - _ I -l1ar I I I wsrAU p•eA®R it °o 'ILI 16 ml I P Ax ]0 T � \F - - - - - -b wT, °ml .�♦ r•e w•]s•x ' i \ WETLAND I w�afc�rxueR wlv _ ` I8 NE P 17 \\ �� qxy� CNe WTA v1j, ` \ \ I_ -6�fFre pIMAOCf,ifY / ,_ - - -- -_\ _J_ \ -� I \ IpF 'Ax• R I� NOTE ALL CS CALL -OUT OFFSETS ARE SHOWN AS OFFSET DISTANCES TO FLOW LINE L- s'.°'• I 1 80R R _ ( MTA: a rd►. DATA: - � - Z I i u�"" - '-•.l -' s / j� K,r°• 6snwD Ral. m eE are D 1 I --yf ,\ l ssEm'�`wRULro.1•%r°o'- mAD°`eES °1}et e , I \ I : 8 srArr s�s.°0Er I�aLr ,l�°�'° xj 8 � ' _ _ � I .' alzc.vmas un � I ro alr el•¢1•L " I � � 1 I `-' i - N89'0"5'N: 204.04• I I Is mnux -'A I I Fes'+ 23 I I ea]m �I,e,T \.'Ax•l \ re DRA•Aa � I I ^� I s• Puafe 90EWA11t 22 � � II _ - - -1 I , 1 i � I p um�Rx soLx•Aix s nm - -1 g I I I I ;I - - - - � �icpF •Ax' 6 I ,� I � I II 6 I , +- _ s,e._ _ - Im mAelAee Pes 2 3 =T I I I ; � I § •I s r,. l]rPI - - - - - - - - I - II 1 I; a ,sv feL ' 1 - � -�' / II ,oxKw/ie' R i I I. • �'---' °'I'siD,,zo ') �\ 1: ?O 1 o I - - �I ® , I 1 RU ( 4 I l K1eL ;I 11ea] POD �L1 µl R II 00 I 4 I I ' / �' ma�r.� ` I ,� L I ' J rP Om mm<m® Ra \I I ' � oR •wA¢ w \ e � 'I I ' l ° e° r L I I I i ( \ \ � 5 x w ¢LFAg n MORwB A w ;sMe'�r T.e ]AD : k Dri A / I • I o!@ 1 I I c �� s�Y• Ww. \ ' . y '/ � 4 Ar s � aIaRe lc mA'ie x rZ rrc �/S�I ) I �\ � • I w ] I I \- `• RAw epi mu � J • u pw OrPI Rse I rs sDLwrfR s a° wrs ��Y � _ \"�. a -- I �� I �oL wwlA , roe _ _- __ r � __ _- r__' -__ ________ ° - - -- - - - -- �� °B .31Y SIa I Ce �• -- -- \\ \\ %m eAR ! - ' F,, S89 '24 E`'i175. 03 �! swo sax Yi •4!A'` 9 I / ' w2Ae 0. R, II 6DATh r ,r - ' - LcrvraRs , • lit I- lit ,.sv asn es.ze \ , PRaPasm� �\ 48 p I \ m DRA•:R•{,IrP) PDE , R ' - --mr— -_ i°aa m II \ <� 321 I 31 1 30 j s 27 �I - -- i I �±R� �I ,W `�\ 29 28 1 DRARA�26 25 I/8 \ ADD I / f i 146 1 i I wwAa wE I RL . A �Z'' T. I I Atl t� - - Amwnrx J •,s ra ff+*> II r'mrri olrsaix °om l-a0� I I I `�, �\ z r) 1 SHOWN AS OFFSET ISTANCES TO FLOW LINE °� I n H ,s L nosh 3 e. ofi ex(rryld.e I e-I N eTf+a a _ `,s«,AresersE us�ar/I I I I \ ] I Ras» w ALan"�c 'O00 w r Pw Lor —\ I I asL°e r 1 \Ilk IE IEq . e srw l - 1--- Y] - I'_ -_{ - - -_- _- - -- osr sT,�,zL s �eL91 -- - - - - -- -- - - - - -- ]BU e05 NE 399.]1 IE I i 110 1 L 10' Xs e� eLe s- - -_-___ f8- ADD IE p 394.42 IE _ - RRC. .eaofro a IIII = __ _mss__ - =A _ , I I R Ife OyP rl--------'--------7_SC Lv9 ^[ePCe--- - - - - -- __ - �•f111 - 9'15 -I45 "E 518.50 -- -_-_- eae��wve aee -Yilll II II 1 sso A I— I ___ _ — _I1I11�1 i�lll f8' — c IEaT H I I e az° DRAIN 14ETENTION:POND B F9 RIH nO1.n1 ORANAGE TION: POND AC 1111111111111 - -_= T�I Ilia - -_- _ -_ _ _11111111111111 ' 394. 57 IE I --i•'I 1 \ ttxi.r 09RMldi srAfernD f2" A06 p 396.12 IE I I I it - _- ___- _ - 1 111 I I I 1A 19L ppe llpM reyTL r DER]Rpx efweAle �- __- 1_- _- -EQC -- I I I 1 111 I flE ATtts l�Ii:Na�¢�0 =­4 11 I 1 j 11 `ii\` \.;�. \TRACT 1 1 1111 111,1 ala I e ]AA1 ]C. xL� I • 11 10P:AaG2! I 14TfR iE\E, � A ,Y DBET 1j1 1 1 1 111 E a{5 40 / a I f �p T,peey)4 r• I I �f 49 DE9w! RA lEM. %,d IAFA- IE %) 1111111111 1 9—R'T OEEIM I N e ala RR `'lJ 1 a BDTIW: Anf 3,a 3 apt'R 004 I Ill lljllr_yp_____I I I \\ `` \ == �- �1 -�f'L BYJN? 1111171111 X1111 ea2o xCI .q I wIUE �: ,JWe fs IjI�IIIIjeaLO I i i i j �����\`�v�`�____?a_ _ ___IIIIIIIIIiIII '9B� M• RI I Q ML1E TY: P Il mRRADM I\p mewl � � WATER TY: POND B ___ Illi l - - - -- - -- I N Inr.\ml I rcfroro�oErrRflw smRACs WATER OUAIJ+ POND A I 1111111 - - -___ \\� \` _____________ ____ - wry - ra ' -�m.a AnrA -z,ses w[sar•aanw DE,elR°SiDRADE I111�__ _ \___ -__ _____ _�1I11 4 RsrAeeX0 xN11' I w /IR RM �B0\ylT1°IE .9WI _ a AIEA -ezo eT ,w remua uu3f: sez.0. AIeA- sew _ fu Amss aDAD� I - ue (se oET. sa. -- m (M E mNO°°P OF1PPO°Ei+os'' aelunc zees a- s w oRA\a - r e• rH eoa xela I sww are i PwvAre III I I - - aess- _ LsPe Der. sR. ,z) rw a Ira,up NDAD pA mAD L!E 1"'f'T -I N 44 afi a zraez a Ovsi �Ie9 (sef oEr. sir. f� 1\ �"\ m .{p � I 4, I N III I o % c at f I e aza 41 1-�_� I�I z 3 ° mwln. Imwsy; I- i IIRAC I I' a ww Rv aw ,r xmE wAw. }Q IR'Ll I A ROie f j I % Ry°ae Ruwcml rows m°�ixo m'NiD~e Z I I j I - '^ - - I _ _ I WM IaMi lu I I eASOa'Cxr °i•''"£ 1 (•E IRC •14 n) .�� 5° ,5' /�° 1:1azo ' II I I 6% p5 x 86.9] IE E% r - -- aes.sa 4�..hR+e LSec oEr srt. +z) • 'i�I'�`l--- -� I III e 34 35 37 rPCala rxDEmuvLLAma I III —I ,Ywer I', R"A�x� s I 3 6 Lm wA•Als Pee �I l RDAs a pA><,w I 1 1 I I I e I w]x rR'nwD LAxE RLf%um1° sax I NOTE ALL CB LL�T OFFSETS A A • u rr. O+>7 F iT; I 1 III I I I SHOWN AS ET DISTANCES TO FLO LINE `'F I I I ,Dlre,.n - �i 'sASpDO`o re / xore ADMG?,T w,s emAU s sneer xwc s%e, I As+NAL 111 I eRa ar1En r s Accts su ze.w� s I I 1 ]waae. fex R I smLwAllc. mmRL•cnorL sDLwA1R. Rnasrre oasr. ca ro I ° , g IeY: \ pro Rµp s K D6f.0 _ � -, I) iRAxsnax IrAw e1erALL e' ASPxN.T NE•e ase� I I �) I Rek .R a aua - 1 e - -- -I • _ RECOMMENDED FOR APPROVAL z O T BY: DATE: > Ld BY: DATE: BY: DATE: I gy. DATE: 0 Irvar- = ran — tsEe 7ROxe) u � J. JqF IAUREW 5 URST OF WASH/ cC 40 0 20 40 80 160 20734 ( IN FEET) Fy�cISTER 1 inch = 40 ft. .ONAL E �1 EXPIRES: 3 1 2008 I . ROLL 208 PER CITY REVIEW MOVED POND /L0 REVISION s�1 � HILL Re,x D,aaAr =V1. 7 - CONIMN n re I W I a axalD M.E xlc LUA 06 -053 ,t 'IF-• �% NE 2nd ST. "sI"D /. CITY - OF'^ RENTON^ ENGINEER: COMPOSITE PLAN JAEGER ENGINEERING MAGNUSSEN PLAT 1 -12 -07 9419 South 204th Place DESIGNED: JJJ DATE: 11/2/06 FILE NAME: 6-1-07 Ken t, WA. 98031 DRAWN: ddJ Phone No. (253) 850 -0934 CHECKED: JdS SCALE: Y' =40' P1E O eoo %: FACE: Y APPR-I DATE Fox No. (253) 850 -0155 APPROVED: SHEET: 2 C'- 16 GD W 3)11001 W481110117 � - 3311x03 R- 331boq I a PROFILE -0 EXIST. rn a ---- -FOG-LINE ..... ...... .. . ....... . ...... ........ _ - 0 40 405 - - - - -. 9 1 ' 40 400 - - - 110' -12" CPEP- - @ 0.50X - - - - - - -" 20+27.7 21.33' R {DUVALL) CB _..... RIM: 4Q .0 IE; 402: 39 18 +71 ta' .R 395 CB #7 TYPE 1 RIM: 401.8 IE: 399.0 1+29.7. 20.31' R 2nd 0 18 +50 19 +00 CB #5 (TYPE 2 -48') 20 +00 21 +00 RIM: 404.8 21+50 > IE: 398.45 PROFILE - DUVALL AVE NE SCALE: HORIZ: 1" = 20' 1. PER CI VERT: 1"= 5' 2. 1 MOVED N'A3N cCF BY: , DATE7 r% BY: DATE: _ NOTE: ALL CB CALL -OUT OFFSETS ARE 20734 SHOWN AS OFFSET DISTANCES TO FLOW LINE. T� ��I BY: DATE: TONAL ENG 07 EXPIRES: 31 2008 BY: DATE: 20 0 10 20 40 80 CITY oF FZENTON ( IN FEET) LUA 06 -053 DEPARTMENT OF PUBLIC WORKS" 1 inch = 20' ft. �yt ENGINEER: PROFILE" - JAEGER ENGINEERING MAGNUS'SEN PLAT !EVIEW 1 1 11-12-07 9419 South 204th Place DESIGNED: JJJ PATE: 1/2/06 FILE NAME: IDAOTS s -1 -07 Kent, WA. 98031 DRAWN: JJJ Phone No. (253) 850 -0934 CHECKED: JJJ SCALE: 1 " =20' FEW BOOK: 'AGE: REVISION BY APPR. I DATE FOX No. (253) 850 -0155 APPROVED: SHEET: 9 OF: 16 CD- w- 33-76o+ - 5 - 351e04 WAMM BE 4321W Q 35TI. 10 ROLL 208 F R 294 A PORTION of the N N.W. & N.E. 1/4, S SECTION 15, TOWNSHIP 23 N., RANGE 5 E., W.M. a o N 50' VERT. CURVE ^ ^ 9 90' VERT. CURVE rn ° o a v cv P ,n - A =2.00 P ,n P ° 40 w w > o K =16.34 > > o >° K K =45.00 > o C CENTERLINE PROPOSED CENTERLINE > o K =46.63 j °° Z Z i U L LOW F7: 401 1 17' 1 10 +56.6 i i H HIGH PT:'401.. ® ®11 +50., . .. .. - - _ 4 ®13 +51.fi3 -. .-- - --- - -- . .. -. -_ - - - - -- 40 4 4Cd T:- . 4:3' 3 3' MIN COVER _ _ N NE.2ntl ST. 4 .--- .. 1 O 1 129' -12" CPEP. @ 0;50 - *ET o.s 0 0 3 0.1 3 39 o 3c5 ' 2 234- 8" P ® ®O.SOX W q . -182' 8 PVC ® . .50% M M ti q ... W 10+58.66, 16' R 1 T 13+83' 16' R Imo, �1a 39 S SEWER MAIN ! ! C CB : 4 TYP I a' 3 STA: 9 +98, 5' LT. (ELMA ) .. R 48') R 4 T - -ST t . - ) .... - - ... STA- 0+86 SEWER- A .- -'--- -' .... . ..... ........ . ... . . .ee- 6..TYPE1 - -- - IE: 397.01 C -. _ _ - - -- - C #1 (TYPE 1)_ . ... _ . 6 -_. . ... . .. - - - - -- v v RIM-.' 4DT.76 3 SAN SEWER MH O STD. M M - -48"- - - - - - STA- 12 --67. 5 RT. - 3 3rd PL R RIM; _ 399.90 :- S S A t+ E E 7 IE 396.20' R ... . .. 2 2 IE: 392.61: 8" PVC. E OUT : 30' -12' CPEP O 0.50 R RIM; 402:00 # S SAN. SEWER. MH. #9. S " E . .. . . . . E: 397.09 I :... - STA 1 8 86.5,.2 RT (ELMA) . - RIM-401.54 E �+ I 385 I IE: 392:71 (B PVC. W & ff) I IN t t0�58.66 16' L % _. P - R ..... . . ...... . . . . . : . . . ...: . . . . . .'- - ..... - - - - : SAN- SE R R MH - 57[? - MH -48" - - - ... . .... 3 85 N R RIM: 400.85 C CB #17 (TYPE 1) IE: 392.7 (8" PVC, S) OUT C CB #14 (TYPE 1) N ° 8 oo I IE: 397.70 R RIM: 399.90 IE: 392.7 (8: PVC, NW) IN R RIM: 401.20 ° ° A 1 10 +00 1 11 +00 1 12 +00 1 IE: 397.24 STA 0+47 SEWER MAIN I IE: 396.35 1 16 +CO a S STA 13+36.9.2 RT. 3rd PL) 1 STA 1 +22 (SEWER MAIN) S PROFILE - E ELMA PLACE NE P PROFILE - N NE 3rd PLACE E PROFILE - ELMA COURT N STA a I S SCAT F: H HORI7_ 1" = 20' S SI:AI F• H E: 393.401(8` PVC, SE) OUT P C(-.Al F- HnR17• 1" = 9n' I RIM: 401.95 PROFILE -0 EXIST. rn a ---- -FOG-LINE ..... ...... .. . ....... . ...... ........ _ - 0 40 405 - - - - -. 9 1 ' 40 400 - - - 110' -12" CPEP- - @ 0.50X - - - - - - -" 20+27.7 21.33' R {DUVALL) CB _..... RIM: 4Q .0 IE; 402: 39 18 +71 ta' .R 395 CB #7 TYPE 1 RIM: 401.8 IE: 399.0 1+29.7. 20.31' R 2nd 0 18 +50 19 +00 CB #5 (TYPE 2 -48') 20 +00 21 +00 RIM: 404.8 21+50 > IE: 398.45 PROFILE - DUVALL AVE NE SCALE: HORIZ: 1" = 20' 1. PER CI VERT: 1"= 5' 2. 1 MOVED N'A3N cCF BY: , DATE7 r% BY: DATE: _ NOTE: ALL CB CALL -OUT OFFSETS ARE 20734 SHOWN AS OFFSET DISTANCES TO FLOW LINE. T� ��I BY: DATE: TONAL ENG 07 EXPIRES: 31 2008 BY: DATE: 20 0 10 20 40 80 CITY oF FZENTON ( IN FEET) LUA 06 -053 DEPARTMENT OF PUBLIC WORKS" 1 inch = 20' ft. �yt ENGINEER: PROFILE" - JAEGER ENGINEERING MAGNUS'SEN PLAT !EVIEW 1 1 11-12-07 9419 South 204th Place DESIGNED: JJJ PATE: 1/2/06 FILE NAME: IDAOTS s -1 -07 Kent, WA. 98031 DRAWN: JJJ Phone No. (253) 850 -0934 CHECKED: JJJ SCALE: 1 " =20' FEW BOOK: 'AGE: REVISION BY APPR. I DATE FOX No. (253) 850 -0155 APPROVED: SHEET: 9 OF: 16 CD- w- 33-76o+ - 5 - 351e04 WAMM BE 4321W Q 35TI. 10 ROLL 208 F R 294 N'A3N cCF BY: , DATE7 r% BY: DATE: _ NOTE: ALL CB CALL -OUT OFFSETS ARE 20734 SHOWN AS OFFSET DISTANCES TO FLOW LINE. T� ��I BY: DATE: TONAL ENG 07 EXPIRES: 31 2008 BY: DATE: 20 0 10 20 40 80 CITY oF FZENTON ( IN FEET) LUA 06 -053 DEPARTMENT OF PUBLIC WORKS" 1 inch = 20' ft. �yt ENGINEER: PROFILE" - JAEGER ENGINEERING MAGNUS'SEN PLAT !EVIEW 1 1 11-12-07 9419 South 204th Place DESIGNED: JJJ PATE: 1/2/06 FILE NAME: IDAOTS s -1 -07 Kent, WA. 98031 DRAWN: JJJ Phone No. (253) 850 -0934 CHECKED: JJJ SCALE: 1 " =20' FEW BOOK: 'AGE: REVISION BY APPR. I DATE FOX No. (253) 850 -0155 APPROVED: SHEET: 9 OF: 16 CD- w- 33-76o+ - 5 - 351e04 WAMM BE 4321W Q 35TI. 10 ROLL 208 F R 294 n 4 VERT: 1 = 5 s' -a" PLAN VIEW 16" 2' -7" 1 5• -0" ANCHOR BOLT PA T7ERAI PER NDCBU PEDESTAL Z 7EMPLA7E wW EXPA x FULL DEPTH NEIGHBORHOOD DELIVERY & 6, 1 EXPANS /ON JO/NT COLLECTION BOX UNIT (N.D.C.B.U.) INSTALLATION NOT TO SCALE P SIDE VIEW 0 Z FROIV 7 . , 'Q�k �F WA y� y r�� RECOMMENDED FOR APPROVAL Q0 A PORTION of the N.W. & N.E. 1/4, SECTION 15, TOWNSHIP 23 N., RANGE 5 E., W.M. PER CITY REVIEW BY: DATE: 2. MOVED POND 1_01 _ BY: DATE: - NO. REVISION L Z t- w w - --.. 7+5.0.0_ i6 R_ �0 --- : - - - d = `-' V 1 tO +�Z.32 2 9 01-31.5 -19:98' RIM 997: N f - MJ x NJ m m � NJ I G J • +v1 - �� �w a W m e.. PVC IE: 389.2 n [ U N 50 VERT CURVE + m +W iE: 396:06 +J M 190 CURVE +o + �w R J � �� -; CB x!20 (TYPE 1) Rill- 399 i5fi 410 J. a PVI. 405. .. - ... ... 0' ®1 +50 w 4.34 PROPOSED GRADE 0!.. o - .. -,. - - - .- ._........-- . ; - - - .... F, ...: - + -_ : EVERT. _ - _- �._...• A -.. .. : -moo w a- IE: 396.56 I I. n rn M �j ' = - K =18.18 SSD =150. 8 +00 /GENTERLINE l ! : * .... .,... : .... 9U . YERT. -CURVE . _ -. - . PV1:. 3.98.OQ' . ® -350 - - .. ... -.- ..... i ... - , -� -. -. - K =24 97 - -.. SSD=7S0' . - LOW PT: 399 - 81 - - +48 63 - - -- - - .. ... -... -- .. ... . ...... ... _- - - -- -.. - -. STA 7 +22.5, ( FELD AVE) SAN SEWER MH /3 (STD MH -48 ") LMH IE: 396.47 PROFILE FIELD AVE NE RIM: 397.6 MH #1 (STD MH -48 ") RIM.: 401.06 1:009 IE: 389.28 (8" PVC, SW) OUT IE: 391.19 (8" PVC, SE) OUT IE: 390.91 (8" PVC, S) OUT SCALE: HORIZ: 1" = 20' IE: 389.38 (8` PVC, N) IN A =7.61 - . - ... ? n IE: 391.01 (8" PVC, NW) IN VERT: 1" = 5 ® CL17LER MODEL CB -15 - OR EQUAL w 405 _ - ARE NOTE: SOWN i 1-- f -Ir�l i 11 K= 24.97 �� - - \ 6 - -3.75% EXISTING GRADE Q PROPOSED. CLNTER .... INE LOW PT: 399.81 03 +48.63 4 J �:� .. - 1.0096 - p DL WATER - MIN. COVER `--- . -;. IJ .. % _ Z, Imo, 400 l - -- - -- ELMA P ELMAC: �- w _- -- _I -- STA 1 CONNECT TO _ 220' -12 CPEP ® 1.22R - 0 72 • -CPEP 9 W EXIST. 8" WATER I 97' -tY" CPEP . - P ®.. 395 1+29.7, 20. 1' R 2nd _ ; 170'-, .8 .PVC- ®..50% C6 #5 TYP RIM: 404.8 2 -48 - .. -.- ..... . - . - 390 STA 2+70 SEWER MAIN 'a SAN. n PL) _q ... MH ¢6 (STD MH -48) .: . .... :..... .�.- ..:. -.... ..- ...�. -.- -- .....:. - - .. - - .....'. - ._.. ..... 3i- 46.63-x -16'L. -- CB #8 TYPE 1 - - - - -- 4+46:5.16' R -. - -:. -. GB TYPE ? 48 - f3 STA 1+ 70 SLWE RMAIP! -, - - -- STA 4+-- --- 5` RT. (2nd PL) - -..... .. - -- - - - ..6 C "43:6:76, R.. #2 (TYPE 3 =48`) -- oo . n. RIM; IE: 394. (8" PVC, E) OUT " - RIM:. 394 49 .. . : ... . .. . ... IE; 395,91_ RIM:. 401.41:- .. IE. SAN SEWER MH (STD MH- SEWER' . . �) .R I : 401.54 - - 395.61.... _'...... - (� o _ - - .394.00 RIM: 401.76: 385 " 3 +48.63, 16' R IE: 39271 (8" PVC, W & N) I STA 1 +22, S STA 6 +24, 5' R MAIN RT. (2nd PL) W a 1 +00 - I 2+00 3+00 CB IV4 TYPE 1 RIM: 399.49 4+00 IE: 395.76 5 +00 SAN SEWER M ' #4 (STD MH -48 ") 6 +00 RIM: 401.95 PVC, SE) OUT 7 +00 g (� o ® IE: 391.66 (8" 391.76 (8" PVC, W & N) IN 0 ® s ! PROFILE - NE 2nd PLACE IE: w SCALE: HORIZ: 1" = 20` . 11I������jjjEEl .� •aw EXISTING PROFILE ® �w 0 Z CENTER OF EASEMENT + W - VERT: 1 " = 5' W va 40 J -- r - - - - -- - -- �o - -- z z _- _ o Q PROPOSED_ PROFILE ® CENTER OF EASEMENT 7771 - - J h U> 1 a i t i!! 0 39 I Q ~ m �o - dw a - 120' -12 CPEP 0 05096 Q ! �a 1 v , � � a ro _ 39 J'... PROPOSED GRADE Cr p - ?.. C3 1 - CENTERLINE- - + - ----- g CB X122 (TYPE :2 -48- RIM: 399.75 - . - _ - W1 -S D, LOCKING -LID - . .. - - c3 d Q 7 ; IE. 393.29 RIM; 98.0.- - - - - - -- IE 392 69 • 38 - -- - - -- .. { "PROPOSED CENTERLINE- - - 40 +00 41 +00 ... ..- . .. -. .- a _. N II MIN. - COVER - r - 2 PEP C - - - LOT 36 EASEMENT 4 8PROFILE ®50% I 5ti SCALE: HORIZ: 1" = 20' - - f - .. I� n 4 VERT: 1 = 5 s' -a" PLAN VIEW 16" 2' -7" 1 5• -0" ANCHOR BOLT PA T7ERAI PER NDCBU PEDESTAL Z 7EMPLA7E wW EXPA x FULL DEPTH NEIGHBORHOOD DELIVERY & 6, 1 EXPANS /ON JO/NT COLLECTION BOX UNIT (N.D.C.B.U.) INSTALLATION NOT TO SCALE P SIDE VIEW 0 Z FROIV 7 . , ROLE 208 Ong 0 20 0 10 20 40 60 ( 20 1 inch = 20' ft. LUA 06 -053 ENGINEER: JAEGER ENGINEERING 1 -12 -07 9419 South 204th Place s -1 -07 Kent, WA. 98031 Phone No. (253) 850 -0934 BY APPR. DATE Fax No. (253) 850 -0155 ii 3.337boS CITY OF RENT(JN DEPARTMENT OF PUBLIC WORK: PROFILES MAGNUSSEN PLAT DESIGNED: JJJ DATE: 11/2/06 FILE NAI IE: DRAWN: JJJ CHECKED: JJf SCALE: 1 " =20' REED 900:: APPROVED: SHEET: 10 O GP _ W 3iltoD� S-3ilev5 �i��7 �.3 ;7b I1 'Q�k �F WA y� y r�� RECOMMENDED FOR APPROVAL ... BY: DATE: sZ B DATE: -o 20734 �SSONA�NG�t' C; Yb EXPIRES: 3/1/2008 - PER CITY REVIEW BY: DATE: 2. MOVED POND 1_01 _ BY: DATE: - NO. REVISION ._. . - --.. 7+5.0.0_ i6 R_ - --- : - - - -•- tO +�Z.32 2 9 01-31.5 -19:98' RIM 997: 1101E 5 - ------ -' -CB: 18 TYPE 1 i!` ( i21M: 400.46 -.... - -. .... - - -: 8+40.0 1.6 L - :CB-#,4 R1M:339 520 (TYPE-11 9. . e.. PVC IE: 389.2 369. ^2 IE_ iE: 396:06 -; CB x!20 (TYPE 1) Rill- 399 i5fi IE` 9482: E: 3 4.34 H RE C A N S RE EL A IE: 396.56 n rn M 7 0O 8 +00 8 +40.0, 16' R 9+00 10 +00 STA 0+12-'SEWER MAIN 11 +00 STA 0+38 SEWER MAIN TC STA 3+07 (SEWER MAIN CB $19 (TYPE 1) RIM: 399.56 STA 10+74, 11' RT (FIELD AVE) STA 7 +22.5, ( FELD AVE) SAN SEWER MH /3 (STD MH -48 ") LMH IE: 396.47 PROFILE FIELD AVE NE RIM: 397.6 MH #1 (STD MH -48 ") RIM.: 401.06 SAN SEWER MH X12 (STD -48)`) RIM: 400.65 IE: 389.28 (8" PVC, SW) OUT IE: 391.19 (8" PVC, SE) OUT IE: 390.91 (8" PVC, S) OUT SCALE: HORIZ: 1" = 20' IE: 389.38 (8` PVC, N) IN IE: 391.29 (8" PVC, W) IN N.D. C.B. U. IE: 391.01 (8" PVC, NW) IN VERT: 1" = 5 CL17LER MODEL CB -15 OR EQUAL ARE NOTE: SOWN 1-- f -Ir�l 11 AS OFFSET DISSTANCCESTOSFLOW LINE. ROLE 208 Ong 0 20 0 10 20 40 60 ( 20 1 inch = 20' ft. LUA 06 -053 ENGINEER: JAEGER ENGINEERING 1 -12 -07 9419 South 204th Place s -1 -07 Kent, WA. 98031 Phone No. (253) 850 -0934 BY APPR. DATE Fax No. (253) 850 -0155 ii 3.337boS CITY OF RENT(JN DEPARTMENT OF PUBLIC WORK: PROFILES MAGNUSSEN PLAT DESIGNED: JJJ DATE: 11/2/06 FILE NAI IE: DRAWN: JJJ CHECKED: JJf SCALE: 1 " =20' REED 900:: APPROVED: SHEET: 10 O GP _ W 3iltoD� S-3ilev5 �i��7 �.3 ;7b I1 'Q�k �F WA y� y r�� RECOMMENDED FOR APPROVAL BY: DATE: sZ B DATE: -o 20734 �SSONA�NG�t' C; Yb EXPIRES: 3/1/2008 1. PER CITY REVIEW BY: DATE: 2. MOVED POND 1_01 BY: DATE: - NO. REVISION ROLE 208 Ong 0 20 0 10 20 40 60 ( 20 1 inch = 20' ft. LUA 06 -053 ENGINEER: JAEGER ENGINEERING 1 -12 -07 9419 South 204th Place s -1 -07 Kent, WA. 98031 Phone No. (253) 850 -0934 BY APPR. DATE Fax No. (253) 850 -0155 ii 3.337boS CITY OF RENT(JN DEPARTMENT OF PUBLIC WORK: PROFILES MAGNUSSEN PLAT DESIGNED: JJJ DATE: 11/2/06 FILE NAI IE: DRAWN: JJJ CHECKED: JJf SCALE: 1 " =20' REED 900:: APPROVED: SHEET: 10 O GP _ W 3iltoD� S-3ilev5 �i��7 �.3 ;7b I1 H � r� r1 VK r� PQ Z W ^ L (A C I r^ r� 4d Q CIL 0 En 5 w 0_ WATER UTILTI`Y- ENERAL NOTES 1. ALL WORK MATERIAL 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, AS APPROVED BY THE CITY OF RENTON. A SET OF THE APPROVED PLANS SHALL BE KEPT ON SITE AT TIMES DURING CONSTRUCTION. 2. THE HOURS OF WORK IN THE STREET RIGHT -OF -WAY SHALL BE LIMITED TO 8:30 AM TO 3:30 PM ON WEEK DAYS UNLESS OTHERWISE APPROVED IN WRITING BY THE TRANSPORTATION DIVISION AT 277 -6222. ALL STREET CLOSURES, PARTIAL OR FULL, SHALL BE APPROVED BY THE TRANSPORTATION DIVISION AT 277 -6222 24 HOURS IN ADVANCE. THE POLICE DEPARTMENT, FIRE DEPARTMENT, AND 911 SHALL BE NOTIFIED 24 HOURS W ADVANCE. 3. 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. FOR UTILITY LOCATE CALL 48 -HOURS LOCATORS, 1800- 424 -5555. 4. ALL WATER MAIN PIPE TO BE CEMENT LINED DUCTILE IRON PIPE CONFORMING TO AWWA C110 AND C111 OR LATEST REVISION, THICKNESS CLASS 52. CEMENT LINING AND SEAL COATING SHALL CONFORM TO AWWA C104 OR LATEST REVISION. PIPE JOINT TO BE PUSH -ON OR MECHANICAL JOINT. BEDDING TO BE CLASS C. ALL DUCTILE IRON PIPE SHALL BE POLYETHYLENE WRAPPED PER ANSI /AWWA C105 -77 STANDARDS. 5. CAST IRON FITTINGS SHALL BE CEMENT LINED, PRESSURE RATED AS NOTED ON PLANS, AND IN ACCORDANCE WITH ANSI /AWWA C110/A21- 10 -82. CEMENT SHALL li BE IN ACCORDANCE WITH ANSI /AWWA C104/A21.4 -85. IF FITTINGS ARE 3 INCHES TO 12 INCHES IN DIAMETER AND HAVE A MECHANICAL JOINTS, THE FITTINGS SHALL BE IN ACCORDANCE WITH EITHER ANSI /AWWA C110/A21.10 -82 OR ANSI /AWWA C153/A21.53 -84. 3 INCHES TO 12 INCHES DIAMETER FITTINGS WHICH HAVE MECHANICAL JOINTS AND/ OR FLANGES JOINTS SHALL BE IN ACCORDANCE WITH ANSI /AWWA C110/A21.10.82 OR A COMBINATION OF ANSI /AWWA C110/A21.10.82 AND ANSI /AWWA C153/A21.53 -84 SUCH THAT THE PORTION OF THE ! FITTING WITH A MECHANICAL JOINT(S) MAY BE IN ACCORDANCE WITH ANSI /AWWA C153/A21.53 -84 AND THAT PORTION OF THE FITTING WITH FLANGED JOINT(S) SHALL BE IN ACCORDANCE WITH ANSI /AWWA C110/A21.10 -82. ACCEPTANCE TESTING IN ACCORDANCE WITH SECTION OF ANSI /AWWA C153/A21.53 -84 OR WITH SECTION 10 -4.3 OF ANSI /AWWA C110/A21.10 -82 SHALL BE OBTAINED BY THE CONTRACTOR AND TRANSMITTED TO THE OWNER. 6. GATE VALVES SHALL CONFORM TO AWWA C500 AND SHALL BE IRON BODY, BRONZED- MOUNTED, DOUBLE DISC WITH BRONZE WEDGING DEVICE AND 0 -RING STUFFING BOX. VALVES SHALL DESIGNED FOR A MINIMUM WATER OPERATING PRESSURE OF 200 PSI. GATE VALVES SHALL BE CLOW LIST 14, MUELLER COMPANY NO A2380, OR M & H- ALL VALVES 12- IN DIAMETER AND LARGER SHALL BE INSTALLED IN AS VAULT. SEE WATER STANDARD DETAIL FOR 12" GATE VALVE ASSEMBLY VAULT AND 1" BYPASS INSTALLATION. 7. FIRE HYDRANTS SHALL BE COREY TYPE (OPENING WITH THE PRESSURE) CONFORMING TO AWWA C- 504 -80 WITH A 6 INCH INLET AND A M.V.O. OF 5 INCHES, TWO 2 -1/2 INCH HOSE NOZZLES WITH NATIONAL STANDARD 7 INCH, 60 DEGREES V. THREADS, O.D. THREAD 4 -875 AND ROOT DIAMETER 4.6263, 1 -3/4 INCH PENTAGON OPERATING NUT OPENED BY TURNING COUNTER CLOCKWISE (LEFT). 8. ALL WATER MAIN 10 INCHES AND SMALLER TO MAINTAIN A MINIMUM COVER OF 36" BELOW FINISH GRADE. ALL WATER MAIN 12 INCHES AND LARGER SHALL BE AT A MINIMUM OF 48 INCHES BELOW FINISH GRADE. WHERE UTILITY CONFLICTS OCCUR, WATER MAINS ARE TO BE LOWERED TO CLEAR. 9. ALL WATER MAINS SIX (6 ) INCHES IN DIAMETER OR LARGER SHALL CLEANED WITH PIPE CLEANING "PIGS" PRIOR TO DISINFECTION. THE "POLY PIGS" SHALL BE GIRARD INDUSTRIES AQUA SWAB -AS OR APPROVED EQUAL, 2 LB /CU. FT. DENSITY FOAM WITH 90A DUROMETER URETHANE RUBBER COATING ON THE OF THE "PIG" ONLY. "PIGS" SHALL BE CYLINDER SHAPED WITH BULLET NOSE OR SQUARE END. THE CONTRACTOR WILL PERFORM THE CLEANING OPERATION. 10. ALL WATER MAINS AND SERVICES SHALL BE PRESSURE TESTED TO A MINIMUM OF 200 PSi OR 150 PSI OVER OPERATING PRESSURE, IN ACticiKUANCE WITH THE SPECIFICATIONS OF THE CITY OF RENTON AND THE WASHINGTON STATE HEALTH DEPARTMENT. ALL PRESSURE TESTING SHALL BE DONE IN THE PRESENCE OF A REPRESENTATIVE OF THE CITY OF RENTON. 11. ALL WATER MAINS AND SERVICES SHALL BE DISINFECTED BY THE INJECTION OF A 50 PPM (MINIMUM CONCENTRATION) CHLORINE /WATER SOLUTION. DRY CALCIUM HYPOCHLORITE SHALL NOT BE PLACED IN THE PIPE AS LAID. CHLORINE SHALL BE METERED /INJECTED IN ACCORDANCE WITH SECTION 7- 11.3(12)E OR 7- 11.3(12) F OF THE STANDARD SPECIFICATIONS REFERENCED IN 1 ABOVE. 12. A PRECONSTRUCTION CONFERENCE IS REQUIRED PRIOR TO ANY CONSTRUCTION. A MINIMUM OF 10(TEN) WORKING DAYS NOTICE IS REQUIRED FOR SCHEDULING. PRIOR TO SCHEDULING THE PRECON, A PERMIT INFORMATION SHEET MUST BE SUPPLIED TO THE UTILITY ENGINEER'S OFFICE. TWENTY -FOUR HOUR NOTICE WILL BE REQUIRED PRIOR TO STARTING NEW CONSTRUCTION. 13. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO SECURE ALL NECESSARY PERMITS PRIOR TO STARTING CONSTRUCTION. 14. INSTALLATION OF CORPORATE STOPS, WATER SERVICES, LINES AND METERS SHALL NOT DONE UNTIL ALL SERVICE AGREEMENTS, METER APPLICATIONS, CONSTRUCTION PERMITS, AND PAYMENT OF FEES HAVE BEEN MADE TO THE CITY OF RENTON. 15. ALL CONNECTION TO EXISTING MAINS TO BE ACCOMPLISHED BY THE CITY OF RENTON, EXCEPT WET TAPS WHICH MAY BE MADE BY APPROVED WET TAP CONTRACTORS WITH PRIOR APPROVAL FROM THE WATER UTILITY SECTION. ALL NECESSARY EXCAVATION AND MATERIALS TO BE SUPPLIED BY THE CONTRACTOR AND BE ON -SITE PRIOR TO CITY NOTIFICATIONS. 16. INSPECTION WILL BE ACCOMPLISHED BY A REPRESENTATIVE OF THE CITY OF RENTON. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE CITY INSPECTOR 24 HOURS IN ADVANCE OF BACKFILLING ALL CONSTRUCTION. THE CONTRACTOR AS WELL AS THE ENGINEERS SHALL KEEP AS -BUILT DRAWINGS. 17. CONTRACTOR TO PROVIDE PLUGS AND TEMPORARY BLOW -OFF ASSEMBLIES FOR TESTING AND PURITY ACCEPTANCE PRICR TO FINAL TIE -IN. 18. ALL JOINT RESTRAINT SYSTEMS (SHACKLE RODS, NUTS, BOLTS, ETC.) SHALL BE MANUFACTURED BY THE STAR MANUFACTURING COMPANY OF COLUMBUS OHIO OR EQUAL APPROVED IN WRITING BY THE WATER UTILITY SECTION. WATER UTdLTTY- °GENERAL NOTES CONM. 19. ASPHALT AND CONCRETE STREET PAVING SHALL BE SAWCUT TO A MINIMUM DEPTH OF TWO INCHES. OIL MAT STREETS MAYBE SPADE CUT. ALL SURFACE CONCRETE, PAVEMENT, SIDEWALKS, CURBS, GUTTERS, AND DRIVEWAY APPROACHES SHALL BE SAWCUT TO A MINIMUM DEPTH OF TWO INCHES OR REMOVED TO AN EXISTING EXPANSION JOINT. 20. A TEMPORARY COLD MIX ASPHALT PATCH SHALL BE PLACED ON THE DAY OF INITIAL EXCAVATION WITH A PERMANENT, SEALED PATCH TO BE PLACED, TO CITY OF RENTON POLICY, WITHIN TEN DAYS. CALL FOR SUBGRADE INSPECTION PRIOR TO PLACEMENT OF FINAL PATCH. TRENCHES WILL NOT BE LEFT OPEN OVER NIGHT WITHOUT PRIOR WRITTEN APPROVAL OF THE INSPECTOR. 21. FOR CITY PROJECTS SUCH TELEMETRY CONDUIT, THE PVC PIPE USED SHALL BE SCHEDULE 40 IN UNIMPROVED AREAS AND SCHEDULE 80 UNDER IMPROVED AREAS. ALL CHEMICAL PROCESS LINES SHALL BE SCHEDULE 80 PVC PIPE. SANITARY SEWER NOTES AND SPECIFICATIONS 1. ALL WORK MATERIALS SHALL BE IN CONFORMANCE WITH THE STANDARDS AND SPECIFICATIONS OF THE CITY OF RENTON 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 TRANSPORTATION DIVISION AT 277 -6222. ALL STREET CLOSURES, PARTIAL OR FULL, SHALL BE APPROVED BY THE TRANSPORTATION DIVISION 24 HOURS IN ADVANCE. THE POLICE DEPARTMENT, FIRE DEPARTMENT, AND 911 SHALL BE NOTIFIED 24 HOURS IN ADVANCE. 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 THE CITY OF RENTON STANDARD SPECIFICATIONS. 4. ALL LOCATIONS OF EXISTING UTILITIES SHOWN ARE APPROXIMATE AND IT SHALL BE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE TRUE AND CORRECT LOCATION SO AS TOT AVOID DAMAGE OR DISTURBANCE. 5. A PREPCONSTRUCTION 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 REPRESENTATIVE OF THE CITY OF RENTON.) IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE CITY INSPECTOR 24 HOURS IN ADVANCE OF BACKFILLING ALL CONSTRUCTION. 6. CONTRACTOR IS SOLELY RESPONSIBLE FOR THE MEANS, METHOD AND SEQUENCES OF CONSTRUCTION AND FOR THE SAFETY OF WORKERS AND OTHERS ON THE CONSTRUCTION SITE. 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, DEVELOPMENT SERVICES DIVISION, SHALL TAKE PRECEDENCE OVER ALL OTHER PLANS. 9. A COPY OF THE 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 OF THE SANITARY SEWER SYSTEM WHICH HAS BEEN STAMPED AND SIGNED BY A LICENSED ENGINEER OR LICENSED PROFESSIONAL SURVEYOR. 11. BACKFlLL SHALL BE PLACED EQUALLY ON BOTH SIDES OF THE PIPE IN LAYERS WITH 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 TOT HE 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 BACKFlLL AND COMPACTION. A PERMANENT HOT MIX PATCH SHALL BE PLACED WITHIN 10 DAYS AND SHALL 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 I%JLffleDL * OTHERWISE STABILIZED TO THE SATISFACTION OF THE DEPARTMENT FOR THE PREVENTION OF ON -SITE EROSION AFTER THE COMPLETION OF 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 BRIDGES 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, MANHOLES TO EXTEND MINIMUM 6 INCHES ABOVE FINISHED GRADE. IN PAVED AREA, COVER MUST SLOPE IN ALL DIRECTIONS TO MATCH PAVING. o FUTURE 6" BUILDING SEWER PIPE -h BUILDING SEWER - 2 "x 4" STUD SERVICE MARKER PAINT UPPER TEE WITH 6" SIDE OUTLET u PORTION WHITE ANS STENCIL ON SIDE j ajWORDING SEWER" WITH 3" HIGH BLACK LETTERS. AND #6 WIRE WRAPPED AROUND THE STUD AND EXTENDED TO THE TOP OF THE STUD. UNLESS OTHERWISE APPROVED BY THE CITY, MAKE TAP THROUGH CAST IRON SADDLE SECURE TO SEWER MAIN WITH STAINLESS STEEL BANDS WHEN CONNECTING NEW SIDE SEWERS TO EXISTING MAIN. VITRIFIED CLAY, PLAIN AND REINFORCED CONCRETE, D1 PIPE AND C1 PIPE SEWER MAINS ARE TO BE CORE DRILLED 60' ALLOWABLE MAX - FOR CAST IRON PIPE OR DUCTILE IRON PIPE. C ON RME E / dy i- /GL OG BLOCKING "�PH,4A 7.5 GON�£j 27�MIN SLOPE HORIZONTAL 6" SIDE OUTLET TEE } SEWER MAIN S 6" MIN. EWER MAIN CONCRETE BLOCKING ANGLE TYPICAL SIDE SEWER ELEVATION OF TEE AT MAIN OVER 25 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. I m z LIM: ' LEVEL ALL GROUND MIN 3' RADIUS I LEVEL ALL ' ONE M 1 L ° 1' 'n= s-1lll.g-�r 0�,L__L CUT HYDRANT 36" MIN COVER WATER MAIN IF ADDITIONAL ADJUSTMENT IS REQUIRED, INSTALL 2 -2" CLOSE 2 90• BEND, SCREWED 2" CLOSE NIPPLE NIPPLE AND -2" AT THIS POINT. FIELD LOCATE CONCRETE METER r - -y' iw 2" CLOSE NIPPLE 2" 90' ELBOW 2" 90' ELBOW CONCRETE BLOCKING 2" GALVANIZED PIPE AS REQUIRED PLAN VALVE NUT EXTENSION AS REQUIRE RN TWO PIECE CAST IRON VALVE (SEE DWG BR46 / PAGE B090) EQUAL TO OLYMPIC FOUNDRY CO. STANDARD 8" TOP SECTION, TH REGULAR BASE SECTION LENGTH GROUND LIN 6" MAX. TO FIT. 2" GATE VALVE, SCREWED 2" GALVANIZED PIPE 12 LONG 2" CLOSE NIPPLE BETWEEN CAP OR PLUG ,l AND 2" 90' ELBOW INSTALL 4 MIL POLYETHYLENE - PLASTIC COVER OVER WASHED GRAVEL. CUT HOLE FOR PIPE 10 CU. FT. WASHED GRAVEL PASSING 1-1/2- D RETAINED ON 1/4" MESH FOR DRAIN ELEVATION NEW DUCTILE IRON T L�WN TO CENTERLINE OF WATER MAIN TO PRO WATERMAiN SLACK IN COPPER SERVICE LINE TO METER, CORPORATION STOP. FORD TAPERED THREAD (CC). PACK JOINT 9/4" F1000) (1 F1000) 22 -1/2' FOR SERVICE FROM EXISTING STEEL ASBESTOS'CEMENT OR EXISTING CAST IRON PVC WATER MAINS 2 -1/2" NST (HOSI BLOW -OFF HY[ $78 KUPFERLE 2 "x2 "X2" TEE 2" CLOSE NIPF TEE AND 90' E 2" 90' ELBOW 2" GALVANIZEE 18" LONG 2" CAP WITH 1/8" TAP FOR DRAIN 0):4 NCII a z Wsm I IH� yj IN UNIMPROVED. RIGHT OF WAY j NSTALL METER BOX AT �. GgI PROPERTY UNE. KI � ' SIDEWALK & TO BE /-d 12" MIN THE CITY /- iYPE SOFT "K" / COPPER NBINC VH 72:-1- 5W 44 -330 (FOR 5/8" x 3/4" METER) VFI 7215W- 44 -44C (FOR 1 METER) BOTH INLET AND OUTLET WITH PACK JOINT WITH GRIPPER. E PADLOCK WINGS ON KEY VALVE SINGLE CHECK VALVE ON OUTLET. 3/4" ALL PACK -JOINT FITTINGS SHALL BE WITH GRIPPER. GALV, IF. SERVICE LINE TO HOUSE IS TO BE INSTALLED IN THE FUTURE INSTALL ' FORD C14 -33 OR 44 FIDT x COMPRESSION COUPLING A DRILL 1 -3/4" DIA. HOLE F NOTE: TOUCHREAD DEVICE THE CENTER OF 2-1/2" 2 THE HOLE II MUST BE AT LEAST i FROM UNDERNEATH MIN FROM NEARED UNLESS THE RIB SPACING it -. -- - AND FRONT EDGE OF PIT ALLOWS THE NL To 11 + FIRE HYDRANT SHALL BE COREY -TYPE EQUAL TO IOWA F -5110 OR DUCTILE IRON INSTALL DOUBLE STRAP TIGHTEN AGAINST THE ­- OR COMPRESSION TYPE SUCH AS CLOW MEDALLION; M & H 929 WATERMAIN SERVICE CLAMP SIDE OF MORE THAN T 0/4" & V WATER 5 AND MUELLER SUPER CENTURION 200 WITH 6" MECHANICAL JOINT EQUAL TO MUELLER CO. ONE RIB. TYPICAL RIB ADOPTED 5 -1 /4" MAIN VALVE OPENING. TWO 2 -1 /2" HOSE CONNECTIONS • "�ptj ` o:tt of uxxoN NA CNAL STANDARD THREADS. 4" PUMPER CONNECTION CITY OF H -�� nANMM P1LN5 SEATTLE THREADS WITH A STORK ADAPTOR, 4" SEATTLE THREAD yr UM. /o2 X 5" STORK, ATTACHED WITH 1/8" STAINLESS STEEL CABLE. 1 -1/4" PENTAGON OPERATING NUT. FIRE HYDRANT TO BE "1 DWG. NAME: BR41 -TR PAINTED WITH TWO COATS OF PAINT. PRESERVATIVE PAINT Na. 43 -655 SAFETY YELLOW OR APPROVE EQUAL PUMPER CONNECTION TO FACE ROADWAY ASSEMBLY. FIRE HYDRANT EXTENSION TO BE USED IF REQUIRED. A �% (� -18" TO 20" BEHIND BACK OF CURB Ye ••ATM SMVICE OR BEHIND BACK OF SIDEWALK AM NO. BR41 THAT T I D S ADJACENT TO CURB L i� TWO -PIECE CAST IRON VALVE BOX WITH LUG TYPE COVER. EQUAL TO OLYMPIC FOUNDRY CO. STANDARD 8" TOP SECTION WITH ® ASGR QUIREDS(SEECDWG R46 / FIT. VALVE NUT EXTENSION MAX 4" MIN 21 RAISED PAVEMENT MARKER TYPE 88 AS STIMSONITE TWO -WAY BLUE. BY.' 1 42" MIN CONCRETE BLOCKING BY.' CONCRETE BLOCKING BURY �4 ® BY: CAST IRON TEE. WITH 6" FLANGE SIDE OUTLET. 12F . _ _" 6" GATE VALVE (FL X MJ ) AWWA C -509, RESILIENT SEAT 6" DUCTILE IRON PIPE, CLASS 52 CEMENT LINED, LENGTH TO FIT TWO 3/4" STEEL 11E RODS. SEE STD DETAIL FOR TIE RODS. 16" x 8" x 4" MININUM --/ CONCRETE BLOCK 1/3 CU. YO. WASHED DRAIN ROCK (3" TO 3/8 ") LUA 06 -003 UNDER HYDRANT E HYDRANT ASSEMBLY DE IL ENGINEER: ' DETAL NO BR24 JAEGER ENGINEERING ROLL 2 ®. FR-21 REVISION BY., RECOMMENDED FOR API _ DATE _ DATE DATE DAR CITY OF 1RE,NT DEPARTMENT OF PUBLIC PATER & SEWER JET. MAGNUSISEN PLAT 9419 South 204th P1oce DESIGNED: JJJ DATE: 11/2/06 FILE I Ken t, WA. 98031 DRAWN. JJJ Phone No. (253) 850 -0934 CHECKED: JJJ SCALE: NONE FlE E Fax No. (253) 850 -0155 APPROVED: SHEET GD- W•33,boV � C) cli � � Em ' ~------ MANHOLE FRAME AND COVER 1� 1 Vv 1 SEE DRAWING BR39 NOTES: ADJUSTMENT (4" MIN.)` 1. STEPS TO BE 0 DEFORMED BAR GALVANIZED SAFETY 13+00 i i3ti 3.79 STEPS OR EQUAL. CONE 2. STEPS ARE TO BE IN PLACE BEFORE MANHOLE SECTIONS PC Tti ARE INSTALLED. RUBBER GASKETED JOINTS J ' CASTING TO BE PER DRAWING BR29 ' IN ACCORDANCE WITH 4STM 0-443 4 ' MANHOLE SECTIONS TO BE OF REINFORCED PRECAST EX. CONCRETE. 6" SEWER STUB � 5. ALL JOINTS SHALL BE GROUTED. STEPS - 3/4- DEFORMED BAR 6. SANITARY SEWER MANHOLES SHALL HAVE ALL INTERIOR STEPS SHALL BE INCLUDED SURFACES. INCLUDING CHANNELING, COATED (SEALED) \ U / WITH A HIGH SOLIDS URETHANE COATING; CONCRETE RISER BY PIPE INC., WASSER MO_CONSEAL OR APPROVED EQUAL; OR APPROVED EQUAL. COLOR OF COATING SHALL BE WH|TE, 7, RUBBER GASKETED JOINTS SHALL BE|N CONFORMANCE WITH ASTW C-443. 8, CHANNEL HEIGHT SHALL BE A MINIMUM OF 3/4 THE INSIDE RIM 405.79 Pvc S DIAMETER OF THE LARGEST PIPE. MAX. PIPE SIZE - 21 ° I.D. S ' CONNECTIONS TO MANHOLE SHALL BE MADE USING GPK ADAPTOR, K0R-N-SEAL BOOTS OR APPROVED EQUAL. 4 NOT TO SCALE LADDER-STD. ALUMINUM OR GALVANIZED STEEL CONCRETE SHELF PRECAST BASE SECTION OR CAST IN SHELF, �-U 1 1� 1 Vv 1 �� / / �� A �O' �R|\( ��A� ��---/ -' V 12+50.27 13+00 i i3ti 3.79 �� _ 0 � �� �� - PT N,39t.09'15"W P PC Tti \ S STA 2f15 / r/zwp EX. SEWER MA�HDLE 6" SEWER STUB � ���� �� r \ 8 , / \ U / 6" SEWER STUB DETAL NO, B" 6 WER TUB , k ~ . ` 7--1--- . . . . ._ .- ^ N, Lo _ / Tti EX. SEWER MA�HDLE NE8" RIM 405.79 Pvc S 395.0'0 IE 394.CI7 A 7D J L L it PAP a / 6, cyclone nc '\EX. DRAINAGE POND 7 6, cyclone fence x e X-�X- MAIN N S A 04-38 (SFWFm S A 7+22.5, 0 C.L. (FIELD AVE) Gate SAN SEWER MH #3 (STD MH-48") O 1 PC L6 (0 PC + 1 6+07.05 + 6+52.38 (01 7+00 7+00 7+05.54 S 96i5'45"E T P PT Z8 S8� '23'2�/' / '11- 1 PT 6+55.65 94':T=gw—PW D(' �.f 0. .57 90 6, cyclone nc '\EX. DRAINAGE POND 7 6, cyclone fence x e X-�X- MAIN N S A 04-38 (SFWFm S A 7+22.5, 0 C.L. (FIELD AVE) Gate SAN SEWER MH #3 (STD MH-48") O n ril P STA 0+91 6" SEWER STUB 26' ® MIN. 27 IE: 393.7 -398 29 MIN FFE: 399.0 10' Rec. & UTIu _ 4+00 - - - - 1 6" SEWER STUB 26' 0 MIN. 27 IE: 3 .5 28 MIN FF.5'R: 398---� r eamen 6wood -- SI EWALK of I �I✓ - 'm'- - .o I oiI �� I PC 6+7.05 6+ s36 1 1 S15'45_ 7+007 +05540 2' + 9 . r i 170'- A" PVr ® _.,... PT - -- -- '23' A 1+58 R 0 y -1:0 -O+2*- - - - - 26' 0'M1N. 2�� ` 6T SEWER STUBSEWER STUB 402 26' ®MIN. 2%MIN. 2% I STA 0+55 +70 R AIN) IE-- 3-392.9 6" SEWER STU�T.2nd PL) I 31' ® MIN. 2% I SAN SEWER MH #5 (STD MH<48") WiER MAIN) AI I IE: 393.0 I RIM: 401.Y6.1n0 �� 931E: 392:$1 (8" PVC, E) OUT STA 6+24, 5' RT. (2nd PL) �IE: 392-74- (8" PVC, W •8G3i) IN ---- - -� SAN SEWER MH #4 (STD MH -48" 3425©a RIM: 401.' & e?. I l2 3g2.33�0 PUc, N) It -1 2 6 3Y •42• IE: 393 66 (8" PVC, SE) OUT M IE: 391:7&,(8" PVC, W & N) IN MIN E: IE: 391-4<0 10"PVG u 1N 27 I 398. FF� Q U FFE: -- 398.0 I 51% 185 MIN FFE: I I 2 5 SrA S-44 398.5 - 1 RIM: 344.43 " _ I mo_,., -6`-HGH WOOD FENCE ALL ----J IE: 3`M•3S ��,N�lu I _ ---� F: Sqo.74- AROUND-T� OF POND I--- 7.5 IE:34oii4 STA 2+17 0uT (SEE DET. SHTr 3' ("SS' E�6" SEWER STUB - - _ _ \�J�l 26' ® MIN. 2% - - ______ 398-- __ IE: 390.9 IT--- -_---- -- _-390 Wk._--- ------ MIN FFR: --- - _--_-- _ __-39G_--_-_--_-_-_--_-_---SII 398.0 -__----_- -=-__-_-_-__�_-_- ---_3_--_ -3 94i_ -_---�-�- ----_--_-_I- 392= ---- - - - ----- ---__s======= - NB -3s0--------- --------- 389-0 WETPe------------ ------ ------388-- =�_ -- _II I _IIII III IL II �- _ ---- --I 18" ADS CULVERT 1 11.1111 w 1 I? I I I I I I 4 0 394.57 IE (REMOVE) } --- - --- 111 Irl 182%S MI IIIoU C----------�52�-y ( I I I I , I L-� ��TRACT i I�1 I I 3. EX. TCH BASIN I 1 J L ��� \ h I I I I I I I I MIN FFE: RIM 397.02 IE IIII n0 A I 11 I 1 398.0 18" ADS NE 394.11 IE I I I -----_= -- _ �� \ \ \ I I 18" ADS IE W 394.4 I 12' 111 1 -389----I I _�\\�\ l l l l 11l l 1 (REMOVE) STA 1+62 s" SE SNB \\-------- - ---I 1111 11111 15' DRAINAGE 26' MIN. 2% I --I- \ 1390.6 \�_=_=aa9o-_wH1�oNo-==-==__--- --- ----- - \\�\L-----__390-----J III--_-- ro------- 392-_-_- ----=� 12' WIDE GRA L ACC II� t---___ _ -_ -_- `L- -_- _----- __¢------- J I -ROAD ® MAX. 15 ---_--_------ ---- -��5' PUBLIC SIDEWALK 12' DOUBLE -� ---3sa===-�- ----^''�'__ --JJ -3 SWING GATE ROAD ®MAX. 15% & UTILITY EASE•fr1EW 15' WIDE GRAVEL ACCES 6' HIGH WOOD FENCE'AU I STA 1++30 AROUND TOP OF POND 41 6" SEWSR STUB /400 I (SEE DET. SHT. 12) I\ 26' a MI tJ� 2% / 400 IE: 390.6 \ SWING GATE NOTE: SIDE SEWER STUBS MIN FFE: 12' WIDE GRAVEL I MAY BE RA SED TO BE ADJUST EXIST. MH RIM \\ ACCESS ROAD I 12 I MIN. 5' BELOW TO NEW ROAD GRADE 11 EX. STORM DRAINAGE MANHOd LOT/HOUSE FIRST FLOOR RIM 396.11 ELEV. AS PROVIDED 8Y I 3 " ADS N 386.97 IE (Ex Si ) 0 36' ADS S 386.93 IE (EX ST) 1 ' BUILDER. _ 3N4/ 35 ES T. , - - - �XI MI MIN FFE: I 3 6 \� 7 398.0 398.0 I 4 1 L I I I MIN FFE: I MIN FFE: m MIN F E: STA 0+48 TA 1+90 SEWER STUB I I I I I 398' 6" SEWER STUB 6 I\ 36' ® MIN. 2% STA 1+20 p E6 90.3 0 MIN. 27, I � fence IE: 394.0 I STA WEER STA WEER ter' 6" SEWER STUB 6" SEWER STUB 6" SEWER STUB I 1TO BE DEDICATED 36' ® MIN. 2% I 36' 0 MIN. 2% 36' 0 MIN. 2% A IE: 391.4 IE S ADDL. ROW xl IE: 392.4 I : 389.6 I AT W�T-WW W ty6r w( 1 J n a 35' c� S ; NE 2nd ST. 27+ S S 528+00 EXIST Sidewalk DWY.�` DWY. Sidewalk - LS SB XONAL E\\IST. SEWER MANHOLE EX. CATCH AS N LAURELHURST EXM 01 RIM 400.06 Site 2 benchmark 0 E%PIRFS: 31 2008 8" PVC E 39253 IE 12 ADS N 396 32 IE 8" PVC S 392..80 IE ENGINEER: JAEGER ENGINEERING 9419 South 204th Place Kent, WA. 98031 Phone No. (253) 850-0934 Fox No. (253) 850-0155 12" ADS W 396.25 IE e nal In top Of CUrb seam 12" ADS E 396.25 IE Ele Vat iOn: 399.49 feat 1. PER CITY REVIEW 2. MOVED POND/LO' 5, GoRRfc'ri o AI3 NO. REVISION 1-12-07 _ 6-1-07 tiA0 \Ca -1-l4 BY APPR. DATE �EX. DRAINAGE POND 6- cyclone fence 6'xYcloneX nc r3g0 x_x x \ „-X_.-x �` x�'_ Gatecam- S A 0+38 SEWER MAIN STA 7+22.5, 89 C.L. (FIELD AVE) i \\ Gate SAN SEWER MH #3 (STD MH -48") o RI : 164:96 400.•Yz m 341.10 IE 59:1A9 PVC, SE) OUT ^ 340.431 391.29 (8" PVC. W) IN + g 3 -t 4 ' E_� - \ / 388.08 IE CUL% 7_�7_� __�_T STA 3+07 (SEWER M*) s"- % \ , ST��RT. FIELD AVE) PROPOSED SAN SEWS MH #2 (STD MH -48") CONTOURS �\ RIM: #9895 400.4° (TYR) S90 (n81E: 390,&1" PVC, $) OUT ) 3go.41 IE: 391-81• (8" PVC, IN 4 STA MHI MIN FFE: 6" SEWER STUB \ 396.0 4 8 v 42' ®MIN. 2% IE: 392.0 I-/ ,1 I `� - •�- -� _ - i MIN FFE: 397.0 I1I I � { MIN PFE: I I 4' HIGH RETAINING STA 2+61 46396.0 WALL WITH 4' TALL 6" SEWER STU 1 BLACK VINYL CHAIN I I LINK FENCE ON 25 42' 0 MIN. 2 TOP BUFFER m IE: 391.9 ADJUST ELT. MH RIM ,I TO NEW ROAD GRADE 7 �•% X. STORM D AINAGE MANI�dLE o i•I IM 397.48 6' ADS N 3 8.05 IE (EXI T) 6T SEWER STUB °1 6" ADS S 388.08 IE (E1jIIST) 150 ® MIN. 2% - - 2 IE: 393.9 11�1llh;1 1421- 8'� PVC 0,76'0 I i• i --I QF-: 341.4 % 1 / STA 2+22 i I I 6" SEWER STUB STA 1+91 / I \ 145' ® MIN. 2% 6" SEWER STUB \ SIE: 393.9 42' ® MIN. IE: 391.1 " 45 i 49 MIN FFE: I 395.0 I 1., 7.0FE: 39 I I 4' HIGH RETAINING WALL w WITH 6' TALL SOLID _ WOOD FENCE ON TRAC STA 1+66 LINE (SEE DET. SHT. 1) 6" SEWER STUB 4 A E2' 91.1 2% y9 FFR: 9s.0 11 I r' /4' HIGH RETAINING WALL i WITH 6' TALL SOLID WOOD FENCE ON TRACT STA 0+91 LINE (SEE DET. SHT. 12) 6" B SEWERS 12' WIDE GRAVEL ACCESS 42' ® MIN. � ROAD 0 MAX. 15% \I\ IE: 390.8 14 3 12' DOUBLE I SWING GATE \ f ]N FFE: 395.0 3' EASEMENTDO DO 7� IW I Go I, m 1W OD FE44 ALL AROUND' P OF/PPND (SEE D I' HT. 72) RAC 6_BERM SPLIT RAIL FEI �\ \ \ \\V I I IGRO NATIVE 2- \ EASEM -teY' U I GUTTI ASPH, RAMP '_B CH -_ -AspHq<T -- - - - 'A - _ �P 30+35.29 _ �- - Flow {e of thi_C_ eneU eTge - -(� - - "- 31+00 S89 '24'44'E I 32+00 30+45.48 j I W W - r �r rr'7�� N84 -45' 01"E a �2 water NE 2nd S 1 . R 2.10% S 29+ t6 11'- 8" PVC ® 0.50% !�� valve - - EXIST. 8" SEWER' S II I STA 0+11 SE MAIN - EB6E'E1(-P14�4T. (REMOVE) X. RIM 39 .58 STA 10+74 1' RT (FlELD AVE) 12' AD S 394.51 IE SA"�Eytl€F MH #1 (STD MH -48") LUA 06-053 Sidewalk Power I 00 vault 88 \\ 39387 IE 393..87 IE 5 S III i 393.84 IE SBuI I zo o to 20 ao 1 inch = 20' ft. N 6+ 11 II// Stop sign 9 -no 1® E ARPM o IE: -3 a(8 PVC, SW) OUT 30.9 CITY OF RENTON rant g� Ls RIM 39 w IE: '.589,38-(8" PVC, N) IN RECOMMENDED FOR APPROVAL DEPARTMENT OF PUBLIC WORK! 396.9 MANHOLE 396.99 8" PVC W 389. 1 I IE: 389.22 (8",NE) NEW I d. .Q� 'VC E 388.65 IE RE -CHANNEL AS REQUIRE - SEWER PLAN'VC W 385.63 IE BY: DATE: 'VC S 388.47 IE EX. CATCH BASIN RIM I 111site I henchmark MAGNUSSEN PLAT (HOLE 12 ADS N 394.47 IE Set PK nail In asphalt DATE: - 70 IE 12" ADS W 394.47 IE Elevation: 396.96 feet JJJ IE DESIGNED: DATE: 11/2/06 FILE NAME: .50 URELHURST LA 5 - BU BY: DATE: PRAWN: dJJ AS -Bulli' PSR FIELDCF_"T'rksFbIKITE CHECKED: JJJ SCALE: 1"=20' nEWBOOK: CpWSLL_TP"TS 5 NE '1D2S, aAt,4. 2DO5 BY: DATE: IIZy/pQ APPROVED: SHEET: 6 OF: "iaecro" or ",."mac w A3'.5-35-760$ cV5.33166Z IIIECSg21n, n ril P STA 0+91 6" SEWER STUB 26' ® MIN. 27 IE: 393.7 -398 29 MIN FFE: 399.0 10' Rec. & UTIu _ 4+00 - - - - 1 6" SEWER STUB 26' 0 MIN. 27 IE: 3 .5 28 MIN FF.5'R: 398---� r eamen 6wood -- SI EWALK of I �I✓ - 'm'- - .o I oiI �� I PC 6+7.05 6+ s36 1 1 S15'45_ 7+007 +05540 2' + 9 . r i 170'- A" PVr ® _.,... PT - -- -- '23' A 1+58 R 0 y -1:0 -O+2*- - - - - 26' 0'M1N. 2�� ` 6T SEWER STUBSEWER STUB 402 26' ®MIN. 2%MIN. 2% I STA 0+55 +70 R AIN) IE-- 3-392.9 6" SEWER STU�T.2nd PL) I 31' ® MIN. 2% I SAN SEWER MH #5 (STD MH<48") WiER MAIN) AI I IE: 393.0 I RIM: 401.Y6.1n0 �� 931E: 392:$1 (8" PVC, E) OUT STA 6+24, 5' RT. (2nd PL) �IE: 392-74- (8" PVC, W •8G3i) IN ---- - -� SAN SEWER MH #4 (STD MH -48" 3425©a RIM: 401.' & e?. I l2 3g2.33�0 PUc, N) It -1 2 6 3Y •42• IE: 393 66 (8" PVC, SE) OUT M IE: 391:7&,(8" PVC, W & N) IN MIN E: IE: 391-4<0 10"PVG u 1N 27 I 398. FF� Q U FFE: -- 398.0 I 51% 185 MIN FFE: I I 2 5 SrA S-44 398.5 - 1 RIM: 344.43 " _ I mo_,., -6`-HGH WOOD FENCE ALL ----J IE: 3`M•3S ��,N�lu I _ ---� F: Sqo.74- AROUND-T� OF POND I--- 7.5 IE:34oii4 STA 2+17 0uT (SEE DET. SHTr 3' ("SS' E�6" SEWER STUB - - _ _ \�J�l 26' ® MIN. 2% - - ______ 398-- __ IE: 390.9 IT--- -_---- -- _-390 Wk._--- ------ MIN FFR: --- - _--_-- _ __-39G_--_-_--_-_-_--_-_---SII 398.0 -__----_- -=-__-_-_-__�_-_- ---_3_--_ -3 94i_ -_---�-�- ----_--_-_I- 392= ---- - - - ----- ---__s======= - NB -3s0--------- --------- 389-0 WETPe------------ ------ ------388-- =�_ -- _II I _IIII III IL II �- _ ---- --I 18" ADS CULVERT 1 11.1111 w 1 I? I I I I I I 4 0 394.57 IE (REMOVE) } --- - --- 111 Irl 182%S MI IIIoU C----------�52�-y ( I I I I , I L-� ��TRACT i I�1 I I 3. EX. TCH BASIN I 1 J L ��� \ h I I I I I I I I MIN FFE: RIM 397.02 IE IIII n0 A I 11 I 1 398.0 18" ADS NE 394.11 IE I I I -----_= -- _ �� \ \ \ I I 18" ADS IE W 394.4 I 12' 111 1 -389----I I _�\\�\ l l l l 11l l 1 (REMOVE) STA 1+62 s" SE SNB \\-------- - ---I 1111 11111 15' DRAINAGE 26' MIN. 2% I --I- \ 1390.6 \�_=_=aa9o-_wH1�oNo-==-==__--- --- ----- - \\�\L-----__390-----J III--_-- ro------- 392-_-_- ----=� 12' WIDE GRA L ACC II� t---___ _ -_ -_- `L- -_- _----- __¢------- J I -ROAD ® MAX. 15 ---_--_------ ---- -��5' PUBLIC SIDEWALK 12' DOUBLE -� ---3sa===-�- ----^''�'__ --JJ -3 SWING GATE ROAD ®MAX. 15% & UTILITY EASE•fr1EW 15' WIDE GRAVEL ACCES 6' HIGH WOOD FENCE'AU I STA 1++30 AROUND TOP OF POND 41 6" SEWSR STUB /400 I (SEE DET. SHT. 12) I\ 26' a MI tJ� 2% / 400 IE: 390.6 \ SWING GATE NOTE: SIDE SEWER STUBS MIN FFE: 12' WIDE GRAVEL I MAY BE RA SED TO BE ADJUST EXIST. MH RIM \\ ACCESS ROAD I 12 I MIN. 5' BELOW TO NEW ROAD GRADE 11 EX. STORM DRAINAGE MANHOd LOT/HOUSE FIRST FLOOR RIM 396.11 ELEV. AS PROVIDED 8Y I 3 " ADS N 386.97 IE (Ex Si ) 0 36' ADS S 386.93 IE (EX ST) 1 ' BUILDER. _ 3N4/ 35 ES T. , - - - �XI MI MIN FFE: I 3 6 \� 7 398.0 398.0 I 4 1 L I I I MIN FFE: I MIN FFE: m MIN F E: STA 0+48 TA 1+90 SEWER STUB I I I I I 398' 6" SEWER STUB 6 I\ 36' ® MIN. 2% STA 1+20 p E6 90.3 0 MIN. 27, I � fence IE: 394.0 I STA WEER STA WEER ter' 6" SEWER STUB 6" SEWER STUB 6" SEWER STUB I 1TO BE DEDICATED 36' ® MIN. 2% I 36' 0 MIN. 2% 36' 0 MIN. 2% A IE: 391.4 IE S ADDL. ROW xl IE: 392.4 I : 389.6 I AT W�T-WW W ty6r w( 1 J n a 35' c� S ; NE 2nd ST. 27+ S S 528+00 EXIST Sidewalk DWY.�` DWY. Sidewalk - LS SB XONAL E\\IST. SEWER MANHOLE EX. CATCH AS N LAURELHURST EXM 01 RIM 400.06 Site 2 benchmark 0 E%PIRFS: 31 2008 8" PVC E 39253 IE 12 ADS N 396 32 IE 8" PVC S 392..80 IE ENGINEER: JAEGER ENGINEERING 9419 South 204th Place Kent, WA. 98031 Phone No. (253) 850-0934 Fox No. (253) 850-0155 12" ADS W 396.25 IE e nal In top Of CUrb seam 12" ADS E 396.25 IE Ele Vat iOn: 399.49 feat 1. PER CITY REVIEW 2. MOVED POND/LO' 5, GoRRfc'ri o AI3 NO. REVISION 1-12-07 _ 6-1-07 tiA0 \Ca -1-l4 BY APPR. DATE �EX. DRAINAGE POND 6- cyclone fence 6'xYcloneX nc r3g0 x_x x \ „-X_.-x �` x�'_ Gatecam- S A 0+38 SEWER MAIN STA 7+22.5, 89 C.L. (FIELD AVE) i \\ Gate SAN SEWER MH #3 (STD MH -48") o RI : 164:96 400.•Yz m 341.10 IE 59:1A9 PVC, SE) OUT ^ 340.431 391.29 (8" PVC. W) IN + g 3 -t 4 ' E_� - \ / 388.08 IE CUL% 7_�7_� __�_T STA 3+07 (SEWER M*) s"- % \ , ST��RT. FIELD AVE) PROPOSED SAN SEWS MH #2 (STD MH -48") CONTOURS �\ RIM: #9895 400.4° (TYR) S90 (n81E: 390,&1" PVC, $) OUT ) 3go.41 IE: 391-81• (8" PVC, IN 4 STA MHI MIN FFE: 6" SEWER STUB \ 396.0 4 8 v 42' ®MIN. 2% IE: 392.0 I-/ ,1 I `� - •�- -� _ - i MIN FFE: 397.0 I1I I � { MIN PFE: I I 4' HIGH RETAINING STA 2+61 46396.0 WALL WITH 4' TALL 6" SEWER STU 1 BLACK VINYL CHAIN I I LINK FENCE ON 25 42' 0 MIN. 2 TOP BUFFER m IE: 391.9 ADJUST ELT. MH RIM ,I TO NEW ROAD GRADE 7 �•% X. STORM D AINAGE MANI�dLE o i•I IM 397.48 6' ADS N 3 8.05 IE (EXI T) 6T SEWER STUB °1 6" ADS S 388.08 IE (E1jIIST) 150 ® MIN. 2% - - 2 IE: 393.9 11�1llh;1 1421- 8'� PVC 0,76'0 I i• i --I QF-: 341.4 % 1 / STA 2+22 i I I 6" SEWER STUB STA 1+91 / I \ 145' ® MIN. 2% 6" SEWER STUB \ SIE: 393.9 42' ® MIN. IE: 391.1 " 45 i 49 MIN FFE: I 395.0 I 1., 7.0FE: 39 I I 4' HIGH RETAINING WALL w WITH 6' TALL SOLID _ WOOD FENCE ON TRAC STA 1+66 LINE (SEE DET. SHT. 1) 6" SEWER STUB 4 A E2' 91.1 2% y9 FFR: 9s.0 11 I r' /4' HIGH RETAINING WALL i WITH 6' TALL SOLID WOOD FENCE ON TRACT STA 0+91 LINE (SEE DET. SHT. 12) 6" B SEWERS 12' WIDE GRAVEL ACCESS 42' ® MIN. � ROAD 0 MAX. 15% \I\ IE: 390.8 14 3 12' DOUBLE I SWING GATE \ f ]N FFE: 395.0 3' EASEMENTDO DO 7� IW I Go I, m 1W OD FE44 ALL AROUND' P OF/PPND (SEE D I' HT. 72) RAC 6_BERM SPLIT RAIL FEI �\ \ \ \\V I I IGRO NATIVE 2- \ EASEM -teY' U I GUTTI ASPH, RAMP '_B CH -_ -AspHq<T -- - - - 'A - _ �P 30+35.29 _ �- - Flow {e of thi_C_ eneU eTge - -(� - - "- 31+00 S89 '24'44'E I 32+00 30+45.48 j I W W - r �r rr'7�� N84 -45' 01"E a �2 water NE 2nd S 1 . R 2.10% S 29+ t6 11'- 8" PVC ® 0.50% !�� valve - - EXIST. 8" SEWER' S II I STA 0+11 SE MAIN - EB6E'E1(-P14�4T. (REMOVE) X. RIM 39 .58 STA 10+74 1' RT (FlELD AVE) 12' AD S 394.51 IE SA"�Eytl€F MH #1 (STD MH -48") LUA 06-053 Sidewalk Power I 00 vault 88 \\ 39387 IE 393..87 IE 5 S III i 393.84 IE SBuI I zo o to 20 ao 1 inch = 20' ft. N 6+ 11 II// Stop sign 9 -no 1® E ARPM o IE: -3 a(8 PVC, SW) OUT 30.9 CITY OF RENTON rant g� Ls RIM 39 w IE: '.589,38-(8" PVC, N) IN RECOMMENDED FOR APPROVAL DEPARTMENT OF PUBLIC WORK! 396.9 MANHOLE 396.99 8" PVC W 389. 1 I IE: 389.22 (8",NE) NEW I d. .Q� 'VC E 388.65 IE RE -CHANNEL AS REQUIRE - SEWER PLAN'VC W 385.63 IE BY: DATE: 'VC S 388.47 IE EX. CATCH BASIN RIM I 111site I henchmark MAGNUSSEN PLAT (HOLE 12 ADS N 394.47 IE Set PK nail In asphalt DATE: - 70 IE 12" ADS W 394.47 IE Elevation: 396.96 feet JJJ IE DESIGNED: DATE: 11/2/06 FILE NAME: .50 URELHURST LA 5 - BU BY: DATE: PRAWN: dJJ AS -Bulli' PSR FIELDCF_"T'rksFbIKITE CHECKED: JJJ SCALE: 1"=20' nEWBOOK: CpWSLL_TP"TS 5 NE '1D2S, aAt,4. 2DO5 BY: DATE: IIZy/pQ APPROVED: SHEET: 6 OF: "iaecro" or ",."mac w A3'.5-35-760$ cV5.33166Z IIIECSg21n,