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BOUNDARY VERIFIED BY CORE DESIGN INC. g � � > I i u, IN Go oN Q I I I I m v CENTER SE..136th Sr. h lU SECTION 14-23_5\ 30.01 30.01 O '3 'W � � '�9, •57' j' "y� N8T57 � -, , 2612.97 •z46. N'00'01'W 1306.49 13 N00'28'54 "E e�3.3� Ln I �l W � W 65.85 � � , y Li Li � S. LINE, N. 1 /2, N. W I i • N rn w V.I L4 W �; a W 1 /2. N. W. 1/4, �' N 0 0 0 Q ,Q N.W. 1/4, S. E. 1/4 z - - � Q � oSEC. 14 -23 -5 W LN88'07'56"W v o � 673.59 �0 oh v ti c3 o m g l � I ag h O O O Ln � I ,h Lo N N N 653.82 653.83 - - - _ 1307_ .65 n N88'17'30' W 2b i 5.30 GD rn N � p � W O e 21 I � Ip I O I "' ° 3 N ' °° + 0 I I � r cr _ - . - - -- -- - - - �14_ �-- - - 1308, 86 N88�37.27'IN 2617.7_ _ 1308-86 14 13 -� Z3 2 - _ 23 , 24 SECT /ON SLISDI VISION & CONTROL DIA GRAM SEl,/4SEC.. lA TWP. 23N., RGE. 5E., W.M. • 1" s 5' SE 1/4 SEC. 14, TWP. 23 N., ROE. 5 E., W.M. 70 IJNI T SINGLE FA MIL Y SUBDIVISION SA N1 TA R Y SEWER PLAINS (CITY OF RENTON SEWER) KING COUNTY, WASHINGTON APPLICANT KURT NILSAN P.O. BOX 73790 PUYALLUP, WA-W/NCTOV 98373 (25J) 5.i9 -8116 OWNFR ISITEADDRESS ,OA 029 & DEBRA NYBLOV 1J606 158 T Alf: SE. RENTA1; WA. 98059 ROBERT & CL YD£RAE MAIR 1J606 158 7H AV£. S.E. REN7AM, WA. 98059 EN G/ N EER /SURVEYOR /P L 4 N N ER CA4£ DESIGN, INC 14711 NE. 29th PLACE SUITE 101 BELC£WE, WASYI/N6TGYV 98007 (425) 885 -7877 C6NTAC7.- DA WD £. CAYTLW, P.E. - ENGINEER KENN J. YANOERZAND£N, P.L.S - 57/Rb£YC,►T4 LAF£ B. H£RAIANSM, PLANNER SHEETINDEX RA SIS OF BE4 RINGS N0028'54 "E BEWEN MONUMENTS FOUND IN PLACE A T THE SOUTH QUARTER CORNER AND CENTER OF SEC17ON 14 -23 -5 PER H16HLAN0 ESTATES, ACCORDING TO PL T RECCROED IN Wt. 212, PGS 10 -1,, IN KING COUNTY, WASHINGTON BENCHMARK BROKEN BRA 55 SURFACE D15C IN THE IN T. S E. 128TH ST. & 156TH A W S. E. (CI TY OF RENTON PTI 110.0 £LEV = 54794 (167013 METERS) 3" BRASS SURFACE DISC IN THE IN T. N.E. 4TH ST. (SE 128TH ST. ) & 148TH A W. S.E. (aTY OF RENTON PT/ 1852) £LEV = 454.77 (138.614 METERS) DATUM NA VD 88 PER C1TY OF RENTON SURVEY CONTROL hF7*t7RK C500 TITLE SHEET /HORIZONTAL & VERTICAL CONTROL PLAN C5.01 SAN /TARP Sf -WER PLAN C5.21 SANITARY SEWER PROFILES C5.22 SAN /TARP SEWER PR OFILES C531 SANITARY SEWER NOTES &DETAILS LEGAL DESCRIPTION PARCEL A THE EAST HALF 6F THE NORM EST 06ARTER 61r THE SOUTHEAST 00AR7ER OF 5,EC770V 14, TOJWSHIP 23 NU'PTH, RANGE 5 EAST, W.M., AV KING COUNTY, WASHINGTOW,• EXCEPT THAT PGRMW 6F SAID EAST HALF 61r THE N6RlHNfST 0UARTER X Af SOUTHEAST WARIER OF SAID ZCnav 14 OFSOWBED AS FaLO05- BEOy11NNING AS Pc SAUINEAST cwNER Or SAID EAST HALF 6F THE NORZYMEST WARIER X M SOUNEAST OUARTER AS THE TRUE POINT Or BL- 6yNNlNQ- mNLLr Aw25?1 "E 52. 99 fur ALOWG iw EAST LANE or SAIO EAST HALF or THE NaPTNN'EST OC/ARTER GIB Tic SoumAST QIUARTFR,• T1#W N88V7:58 "W 65,E 61 fITT TO THE NEST LANE Qr S41D EAST HALF Or M NOR7HMEST OUARMR Or TW SOUNEAST GUARTER,- WXY 50027'05 0W 525.82 fFTT TO TW SWIN 0W ar SAID EAST HALF Or 7w hm NNfST a/ARTER or nw SiX/TTIIEAST ovARTER,` Tom' ar SW 77',5 "E 65384 flTr AL OW ME SXTN LAIC 6F S440 EAST HALF ar THE NA41HNf5T OIUAR&T or w Si' viwAST Or/ARTFR ro Tom' im PAINT ar wGi1M'Vwa Aw EXCEPT caovTr RwDS PAXn B.• 7W NA41H HALF Or AW NWIH HALF Or 1W IIWNWST OUARTR Or ;w hgIPmur a/ARIM Or TW SIX IWAST MARITR Or SFCWV 14, MWSMP 2J MWIN,, RANX 5 EASt W.M, AV KING COMM WA9WGAN,- EJI'aPT ow Nfsr x firr Govw w 1D me caovTr f w Rmo Puims Br xD REQam ip aER firCa O W MR 109424.E EX. PROP LINE 30' EXIST. R/W 30' (20' *) R/W DEDICA 770AI -- 10' Unurr 60" 50'* FUTURE RAV EASEMENT 18' (16' *) 18' (16' *) 5 MP) . 0 VARIES 5. ROAD f� � Z � � VAR /ES (8 5*) � R /ES (5 0. '•) � 2X _ 5'- - 5'*) •� �,..�,..��........�.�. c i �i�i�iTiTi.i� ✓,..,ice,. ,. ,.i. ,.� ?� � DlM£N.S/GMVS SNOMN NIIH �. C*q�, SHALL BE VALID BE1ME£N 2 W. ' - � 5' 1N/CK � STA. ? +50 TO 758/N A SE. PERT CGWC. � SEE SURFAGNG CANC. SIDEWALK CURB & GU TTER PROp05£0 0 sECnav cwncws TRANS/AAV B£1M£EN SSE DETAIL 10' SS SHT. CJ.31 J6' NIDE ROAD & S7fE£T C3.3/ 32' MID£ ROAD OCCURS SECT/ONA A BErW£N STA /t 7s & NE/HBORHODD COLLECTOR sra 2 +50 SE. 136th S TREET(BETWEEN156THA1/E. SE. & 158 THA1/E. SE ) ROLL 20.0 F!!Ft 4 01 NO SCALE �- 319300 fU7URE ROAD CRONlV ROAD f 48' FUIURE R/W £X. PRA? [!NE 10' UTILITY _ E,asE,uENr .30' EX. R/W -�-� 18' RA DMIcAna✓ r 4 16, 2X l 2• O PRA°OSEO 5' 7H/CK CANCREIE SIDEWALK JO' S.S p£RT. CpVC. CURB & CUT7rR SEE DE'IAIt, 57i£E7 CJ.3/ SEE SURFACING SECT /ONB -B Ecnav cwnav .AVr. ci3i. ONE/lALFSTREET NE /GHBORHOOD COLLECTOR SE. 136th STREET(BE7WEEN.15807 A VEr SE. &,160th A VE. SE.) NO SCALE A s -e u�t r of-2.6 - CM loo� COItE 14711 NE ern rwo. sa►. 10 i 425.885.7877 fox 425.M5.7%3 DESIGN ENGINEERING PLANNING SURVEYING • M For.,"" a 4 r I M M 1. c N c11 CAD v J R CL s It i . z a W 2 W H W � Q Z h ao E-' w i4 SE 1/4 SEC. 14, TWP. 23 Net RGE. 5 tf, W.M. h I 10' SS i SUM& MH 3 55MH 4A • `. �+ _ ;. RV HA MIL TAN PLACE 8Y :-. : R P 4 4 RT 3 " "` N OTHERS (ALL S/QE SEN£R S1UBS S.SI/H 5 HAMIL TQN PLACE) STA. 0f 7 ?, STA. 8 +55, 2 RT � + ^ �: .•" STA. 1.i +A6: 6 <' < SE .�3 'fit AYM 491 411•vl STD. MANHOLE, 4810 SID. A/ANHGYE, 4800 SID. MANHOLE, 60'0 4n � - �' 1604h AW£ SE. v „ h STREET TO 6E INSTALLED & PLUGGED AS RIM t • sO 477 •W PART AF Z*FR MAIN CANSTRUCAM) • 10 /E -�` /E�2 Ul/T 10 lE >*i�►? -4rt l?A NTY, AUT W) 41�,ZQ ( /N� 47� • is • � M, -„:,• ..:,�,•- t r-7► .. .. .:...:� � .......- .. .. ......... �� 'IS 8 •4+�+�.i/ GyPA N / S _,.........__.... �_ ._ .� r 10 /E ;, • sarrr) a , 10" lE ?4 (IN) sti - IE ( TY, N) - . xo4 ......... '_ �,... - :,;� 10 E 475.44 (OO %,hS•3� �� rn . � ._.. ... -. .. _ _..._ .... .136th St u . s l/ o IN ST. -IONIC I ,.:.� h$I' ;� '24.6.4 ^ - �� W jc - .-- -••. -� - � `'.�' 1, STA 11aNMIAflaV 489.0 - - --- -_ -_ _.. t__ ./. EVFNDEL,L STA. O +DID '' _., - 1. I 9 - - --- -- _ - -__ _ - - - `' I • = HARRISON f� ACE STA. 6t ,38 486.0 � 490 0 1 [� .... i • � � .'' .a - _ - . � 0 ?,�0 11 k-b y * _ I 0 490.0 \ 4y �. X53 �\ �/�/ (GyPANTY MA /N) i I STA. 6 +53..37 �►� I - SS�rI/7 1\ W I { � ~,� - �' 158th A W. S.E. 1 _.. 484, D I 48 ?. 0 STA. 0+76, 5 . , +7 , RT CIA Y 61? G�'VCRETE I (L OCA TO IN ASPHAL T PL UG 50 0. C. I ' 488.5 7 . 4 : 38 \ PR/ VA T ACCESS TRACT) \ (TYP. J SEE'\DETAIL I ° N 1176 +• : i f I ' � - 4.0 , 489.0 •' 489.0 1 4 ,� STD. MANHQCE, 48 0 MS VEET � .,�, ; ; STA. 10+ 45 TRA S/ N Cp �0 �►QE I ti 0 1 1 8 :� k: • 479 0 I / 4 F5Rar MAIN TO 6PA NTY 1.-- ualrr iw r �' I 488.0 �. . M 8 /E W "l (OUT) MAIN 11 I i� 1N6 x8" REDUt R (MJxfZ) L � . 1 1 L A A I MV I 1 N8' 11 1/ i�RT BEND (fLxM w 50' ' (LOCATED IN ASPHALT I I (SEE 01ETAlL S�IEET C5.31) 4 r _ f 488.0 �+� 1' 7 5 2. I MElUNO t+ .�:.. C b L.�. 488.0 I , _ ...... _ _.._ ...._., ...,, - - �"�=:.. ----- ' Z ;� , I \ STD. MANHOLE, 4800 I �. - I 486.0 4$1.5 I _ PROPOS D SSMH ,Y " w (SSMH 4 HA MIL rOV PLACE TA. 10 +83= SSMH 16 }� / ''�� '�.4 ' '�;,� - ' - `, •� EVFNOELL STA. 4 +45) i 4 \ �E�7b•�o 1 • }:... :� LOCA IF AS SHONN k� 6„ _ ; �., \ < - PROPOSED TEMP. RIM BSE 9.4 _hal. f'= �37 n , i L OCA TED IN AS YAL T :,1 - dr a 470•w � ,:. `. "`�y':R•`�: PROP 10" l /N 1 ( l _ \ SSMH 1D - x PROPOSED " E (� 4?Z •1 JOINT USE DR/ bFWA Y) \�y 484.0 3 -� g . �: 477.0 STA. J* 05, 5RT x PROPOSED 10 /E 4' . (OUT)471•Al STD. MANHOLE, 46 "0 ' "` I \ �5' a.SB.C. \STD. MANHIX E, 48"/ I I ADAIST RIM TO RNAL GRADE Q RIM �9.'�ft 4 �d •s � I 479.0 478.0 I \ RIM 47*''S5 414 • �q I INSTALL INSIDE ORAL, SEE DETAIL SHEET C5.31 8' IE-ON.-97 OUT 4 5 ' },11 / 8" iE 4r�3 IN 4G6 '6�• » f/NAL RIM (OUT) O 8" lE 80 AAG p'`8 \ 1 482.0 ��I CJ lE 46'b"43o (OUT) '� � (O Y SANITARY SENER ALANG SE 136TH ST. i. ,= ► R Via 400 -H �, `• Ly - y. ADJACENT TO IfE7LAN0 BUffFR SHALL AN , : 4C H f F ( 4? 36 STA 3 +91, 5RT SSMH ;i 479.0 477.0 476.0 475.0 STD. MANHaLE 48 "/ . BE INSTALLED DURING THEORY SEASON .. . ; 44 (XNE THROUC 1 S601-EMBER). STA. 0 +18, 5RT I I 480.0 475. D RIM 4 *5l - 411.11 ( �q \ ` STD. MANHOLE, 4610 � � � ;,� 8" lE 4�•�0 (lN) 40•04 As ` SE .I'7th I 3 N 1SLf 6b /. SS f.Al. 61?./. PL(c (AI✓) LIFT STAAAV BY OWS 10' E I412 77 4-� 4*0 se .lower {y oMYS) 1Cif f0opYC WOW (S/L19 FQP 07 STA71gY CGINWCIIq'YJ T.L. N0. Ift��t•t /1� � w wp - ?7 •�Ti�J CLA Y OR COWCRETE "PLUG" (SEE PLAN) (85x• CLA Y & rii r -P n •tr v 1 rain 1 TRE'NG po M v ti , 0 � o MATCH LINE STA. 2f 50 SSMH 1A vrl" •a_a_ vr�vrNr ra.a- Pl. UG DETAIL NO SCALE STA. 1 *55, 'S • t' lT SID. MANHOLE; 48 "0 RIM . TCH EX. PA WT) 15T •�a 10" lE 4 (IN) 443.8E (N 8• W f0P fl/Tl/RE CANNECITAM) 10" IE 44#91 (our) AAS:17 -mss' 4s• Kwvs (RmV✓) 1ow6 % FGIvar 4(A /N CLEANAUI l.W. 81 MIA .SE'F QETAK 9'IT. CdJI SSUH 18 SrA. 0416, 7z' -f-•T. S .t' L'r SID. #A AN",, 48'/ RAV 44*Af /VA MY EX PAWr.) 441•'72, lott4*!g %)(N) 4 ;di &I log E-me -07Z (our) (w) 414. S3 R/M 4f9-9•r X7 -1.-1 8 /E W4 -K (OIUT) i 8" If X819 (/N) 471-46* -- - .I - _ _ 41i�•YI I I 8"lE4AOuT,�s k _ ,SSMH8 ( )4 � . STA. 4 +73 5RT 47 - - • STD. MANHOLE, 48 00 PW ! 61 040 I RIM X38- X1 , 8" It 46L.0 ( /N) AIA 8' 1E -i",94 (OUT)4W . It 1 2 \ I r r 472 p 478 o SSMH 7 SSUH I X r I I ^ f 5 5 +61, 6;? T ► .. { STA. 12 +59, 5L T I I R, 56 5 \ - STD. MANHOLE, 48'0 ,� KF �o°' �! � Sl MANHOLE, 48 "0 I n ' I 477.0 476.5 476.0 8 PVC RIM t g7ir•Irs .'',:..' 11 ( ° 8 IE �8.�S (OUT) SIDE SEVER S1U8 (TYP.) 474.0 .7n lE' (INJ� •'� ; r I = ;y •4ir+�. I SEE Of TAIL SHT. C5.31 ' ` X $ )E\ 4§* (OUT% 476.0 I }59 6' r PIPE (*IN) 471.0 �' - \ �• 35 j Lo t ' - o ! 1 114 SSMH 2 \ I I 9 I STA. 5f31, 7P t. cf • • Ail SID MANHOLE 4800 SCALE: 1" 50' 0 25 50 100 I BASIS Of"BEARINGS N01978 "54 OF BEIM££N AlA1/UAlEN75 FOUND N PLACE AT THE SIX/IH OYJARIER CORNER AND CENIFR OF SECAAN 14-73 -5 PER H /plLAND ESTA7E$ ACCA40/NG TO PLAT RfCG14AE0 IN Vq!. 212, PGA 10 -1J, IN KING COUNTY, WASHINGTON. DATUM NA YD BB PER CYTY Gig IP£NTAV SUR4£1' CGW1JPlX NE1MtWiY BENCHMARK OF dPGY(£N BYPASS S(/RFAC£ DISC NV PC NVT. S£. ! ?BIH ST. & 1561H AI�f. SE. (07Y Or REvrav vt/ 210J) FWv = 54794 (1670IJ,vEEvs) r MASS srMAcI' asp ,w W ,ivy N£ env sr. (sE 12e7H sr. ) ,t »ens AW. SE. (air Or RErvrcw Pr/ 1e52) tzEV = ,css n (iJ8614 MEM) a T wElb• weft •:>os 473. D I 472. D ( £•4-~ ._.._. r b8 � ..t...__.. _ Z•�'RIM �7 (MA TCH EX. GY0 469.5 469.0 I _ , - - - _ • ' ` "lE 8 4��'(?N) 45;,+1- _ ( k M /N. PAD 10 /E A'. ?L -{OUT)46 t.oz- ' ' I 00 I I ; 13' L T. 6' 0 FMT MAIN I��, CLEANOIUT,• 0 5 SEE L71ETAl[ 466.0 ( I I -WT. C5.31 (TYP.) 470.0 1 I 62 . I 6' 466. D 465.0 464.0 I I --� - , - _ _ ` � • i 5 4 8p►�t' , ..a .... Lj Zj i I IX L T. 6' 0 FAQ MAIN aFANOUT,• SEE 97AIL SiYT. G5 31 lop 468.5 I 468.0 I, 467.0 466.0 I I` 465.0 Q 46,E 5 I I £ I I I I i STA. 2 *64 7t4 ;.t •LT SID. NANha& 48 "r 45i • 1+ t RW 4544 VA MY EX. Gib) i - t IG' _99 W) 4, S •G 1 10' 112/T) 4MS• b 1 STA. 9*84 ?BZ r (L WA TD HIV ASmHAL r AWr tff VNWWA Y) Sly MAMa& 4810 AW •w - Alo-of d' V6641 (N) 4 o. 1b B' *a-w4 (Alr) 4�0•1� SSMH 5 STA. 7432, 7Z T SID. MAMVa& 4810 4W -*::f 464.09 O F # . !'J (,W) 415 'f 3 8'r "5-;-5 (our)4 55 .so ROLL 2 0 0 FR 4 0 2 2 �SMH4 STA. 6*74 j5;vr SM MANa4 4810 AV � ASA•11 r C #§of6 (ov) `0' 44 891. X76 (a/r)• Pm 6 -12- 05 -i1 or -W N i c. MA TCH LINE I STA. 2f 50 14711 NE 29% Mmok Sine 101 SONOwr, ON "l, 98007 425.885.7877 fox 025.885.7%3 DESIGN ENGINEERING • PLANNING • SURVEYING �3�93 1 1 ,g8 15- 3/r3o7 4 ZW �O � W v vvv � a_ �i 4i W O CJ 0 Q Q WW W m o IN ST. -IONIC I ,.:.� h$I' ;� '24.6.4 ^ - �� W jc - .-- -••. -� - � `'.�' 1, STA 11aNMIAflaV 489.0 - - --- -_ -_ _.. t__ ./. EVFNDEL,L STA. O +DID '' _., - 1. I 9 - - --- -- _ - -__ _ - - - `' I • = HARRISON f� ACE STA. 6t ,38 486.0 � 490 0 1 [� .... i • � � .'' .a - _ - . � 0 ?,�0 11 k-b y * _ I 0 490.0 \ 4y �. X53 �\ �/�/ (GyPANTY MA /N) i I STA. 6 +53..37 �►� I - SS�rI/7 1\ W I { � ~,� - �' 158th A W. S.E. 1 _.. 484, D I 48 ?. 0 STA. 0+76, 5 . , +7 , RT CIA Y 61? G�'VCRETE I (L OCA TO IN ASPHAL T PL UG 50 0. C. I ' 488.5 7 . 4 : 38 \ PR/ VA T ACCESS TRACT) \ (TYP. J SEE'\DETAIL I ° N 1176 +• : i f I ' � - 4.0 , 489.0 •' 489.0 1 4 ,� STD. MANHQCE, 48 0 MS VEET � .,�, ; ; STA. 10+ 45 TRA S/ N Cp �0 �►QE I ti 0 1 1 8 :� k: • 479 0 I / 4 F5Rar MAIN TO 6PA NTY 1.-- ualrr iw r �' I 488.0 �. . M 8 /E W "l (OUT) MAIN 11 I i� 1N6 x8" REDUt R (MJxfZ) L � . 1 1 L A A I MV I 1 N8' 11 1/ i�RT BEND (fLxM w 50' ' (LOCATED IN ASPHALT I I (SEE 01ETAlL S�IEET C5.31) 4 r _ f 488.0 �+� 1' 7 5 2. I MElUNO t+ .�:.. C b L.�. 488.0 I , _ ...... _ _.._ ...._., ...,, - - �"�=:.. ----- ' Z ;� , I \ STD. MANHOLE, 4800 I �. - I 486.0 4$1.5 I _ PROPOS D SSMH ,Y " w (SSMH 4 HA MIL rOV PLACE TA. 10 +83= SSMH 16 }� / ''�� '�.4 ' '�;,� - ' - `, •� EVFNOELL STA. 4 +45) i 4 \ �E�7b•�o 1 • }:... :� LOCA IF AS SHONN k� 6„ _ ; �., \ < - PROPOSED TEMP. RIM BSE 9.4 _hal. f'= �37 n , i L OCA TED IN AS YAL T :,1 - dr a 470•w � ,:. `. "`�y':R•`�: PROP 10" l /N 1 ( l _ \ SSMH 1D - x PROPOSED " E (� 4?Z •1 JOINT USE DR/ bFWA Y) \�y 484.0 3 -� g . �: 477.0 STA. J* 05, 5RT x PROPOSED 10 /E 4' . (OUT)471•Al STD. MANHOLE, 46 "0 ' "` I \ �5' a.SB.C. \STD. MANHIX E, 48"/ I I ADAIST RIM TO RNAL GRADE Q RIM �9.'�ft 4 �d •s � I 479.0 478.0 I \ RIM 47*''S5 414 • �q I INSTALL INSIDE ORAL, SEE DETAIL SHEET C5.31 8' IE-ON.-97 OUT 4 5 ' },11 / 8" iE 4r�3 IN 4G6 '6�• » f/NAL RIM (OUT) O 8" lE 80 AAG p'`8 \ 1 482.0 ��I CJ lE 46'b"43o (OUT) '� � (O Y SANITARY SENER ALANG SE 136TH ST. i. ,= ► R Via 400 -H �, `• Ly - y. ADJACENT TO IfE7LAN0 BUffFR SHALL AN , : 4C H f F ( 4? 36 STA 3 +91, 5RT SSMH ;i 479.0 477.0 476.0 475.0 STD. MANHaLE 48 "/ . BE INSTALLED DURING THEORY SEASON .. . ; 44 (XNE THROUC 1 S601-EMBER). STA. 0 +18, 5RT I I 480.0 475. D RIM 4 *5l - 411.11 ( �q \ ` STD. MANHOLE, 4610 � � � ;,� 8" lE 4�•�0 (lN) 40•04 As ` SE .I'7th I 3 N 1SLf 6b /. SS f.Al. 61?./. PL(c (AI✓) LIFT STAAAV BY OWS 10' E I412 77 4-� 4*0 se .lower {y oMYS) 1Cif f0opYC WOW (S/L19 FQP 07 STA71gY CGINWCIIq'YJ T.L. N0. Ift��t•t /1� � w wp - ?7 •�Ti�J CLA Y OR COWCRETE "PLUG" (SEE PLAN) (85x• CLA Y & rii r -P n •tr v 1 rain 1 TRE'NG po M v ti , 0 � o MATCH LINE STA. 2f 50 SSMH 1A vrl" •a_a_ vr�vrNr ra.a- Pl. UG DETAIL NO SCALE STA. 1 *55, 'S • t' lT SID. MANHOLE; 48 "0 RIM . TCH EX. PA WT) 15T •�a 10" lE 4 (IN) 443.8E (N 8• W f0P fl/Tl/RE CANNECITAM) 10" IE 44#91 (our) AAS:17 -mss' 4s• Kwvs (RmV✓) 1ow6 % FGIvar 4(A /N CLEANAUI l.W. 81 MIA .SE'F QETAK 9'IT. CdJI SSUH 18 SrA. 0416, 7z' -f-•T. S .t' L'r SID. #A AN",, 48'/ RAV 44*Af /VA MY EX PAWr.) 441•'72, lott4*!g %)(N) 4 ;di &I log E-me -07Z (our) (w) 414. S3 R/M 4f9-9•r X7 -1.-1 8 /E W4 -K (OIUT) i 8" If X819 (/N) 471-46* -- - .I - _ _ 41i�•YI I I 8"lE4AOuT,�s k _ ,SSMH8 ( )4 � . STA. 4 +73 5RT 47 - - • STD. MANHOLE, 48 00 PW ! 61 040 I RIM X38- X1 , 8" It 46L.0 ( /N) AIA 8' 1E -i",94 (OUT)4W . It 1 2 \ I r r 472 p 478 o SSMH 7 SSUH I X r I I ^ f 5 5 +61, 6;? T ► .. { STA. 12 +59, 5L T I I R, 56 5 \ - STD. MANHOLE, 48'0 ,� KF �o°' �! � Sl MANHOLE, 48 "0 I n ' I 477.0 476.5 476.0 8 PVC RIM t g7ir•Irs .'',:..' 11 ( ° 8 IE �8.�S (OUT) SIDE SEVER S1U8 (TYP.) 474.0 .7n lE' (INJ� •'� ; r I = ;y •4ir+�. I SEE Of TAIL SHT. C5.31 ' ` X $ )E\ 4§* (OUT% 476.0 I }59 6' r PIPE (*IN) 471.0 �' - \ �• 35 j Lo t ' - o ! 1 114 SSMH 2 \ I I 9 I STA. 5f31, 7P t. cf • • Ail SID MANHOLE 4800 SCALE: 1" 50' 0 25 50 100 I BASIS Of"BEARINGS N01978 "54 OF BEIM££N AlA1/UAlEN75 FOUND N PLACE AT THE SIX/IH OYJARIER CORNER AND CENIFR OF SECAAN 14-73 -5 PER H /plLAND ESTA7E$ ACCA40/NG TO PLAT RfCG14AE0 IN Vq!. 212, PGA 10 -1J, IN KING COUNTY, WASHINGTON. DATUM NA YD BB PER CYTY Gig IP£NTAV SUR4£1' CGW1JPlX NE1MtWiY BENCHMARK OF dPGY(£N BYPASS S(/RFAC£ DISC NV PC NVT. S£. ! ?BIH ST. & 1561H AI�f. SE. (07Y Or REvrav vt/ 210J) FWv = 54794 (1670IJ,vEEvs) r MASS srMAcI' asp ,w W ,ivy N£ env sr. (sE 12e7H sr. ) ,t »ens AW. SE. (air Or RErvrcw Pr/ 1e52) tzEV = ,css n (iJ8614 MEM) a T wElb• weft •:>os 473. D I 472. D ( £•4-~ ._.._. r b8 � ..t...__.. _ Z•�'RIM �7 (MA TCH EX. GY0 469.5 469.0 I _ , - - - _ • ' ` "lE 8 4��'(?N) 45;,+1- _ ( k M /N. PAD 10 /E A'. ?L -{OUT)46 t.oz- ' ' I 00 I I ; 13' L T. 6' 0 FMT MAIN I��, CLEANOIUT,• 0 5 SEE L71ETAl[ 466.0 ( I I -WT. C5.31 (TYP.) 470.0 1 I 62 . I 6' 466. D 465.0 464.0 I I --� - , - _ _ ` � • i 5 4 8p►�t' , ..a .... Lj Zj i I IX L T. 6' 0 FAQ MAIN aFANOUT,• SEE 97AIL SiYT. G5 31 lop 468.5 I 468.0 I, 467.0 466.0 I I` 465.0 Q 46,E 5 I I £ I I I I i STA. 2 *64 7t4 ;.t •LT SID. NANha& 48 "r 45i • 1+ t RW 4544 VA MY EX. Gib) i - t IG' _99 W) 4, S •G 1 10' 112/T) 4MS• b 1 STA. 9*84 ?BZ r (L WA TD HIV ASmHAL r AWr tff VNWWA Y) Sly MAMa& 4810 AW •w - Alo-of d' V6641 (N) 4 o. 1b B' *a-w4 (Alr) 4�0•1� SSMH 5 STA. 7432, 7Z T SID. MAMVa& 4810 4W -*::f 464.09 O F # . !'J (,W) 415 'f 3 8'r "5-;-5 (our)4 55 .so ROLL 2 0 0 FR 4 0 2 2 �SMH4 STA. 6*74 j5;vr SM MANa4 4810 AV � ASA•11 r C #§of6 (ov) `0' 44 891. X76 (a/r)• Pm 6 -12- 05 -i1 or -W N i c. MA TCH LINE I STA. 2f 50 14711 NE 29% Mmok Sine 101 SONOwr, ON "l, 98007 425.885.7877 fox 025.885.7%3 DESIGN ENGINEERING • PLANNING • SURVEYING �3�93 1 1 ,g8 15- 3/r3o7 4 VN I M cr� rmo W" M i N� c 0 0 d a SE 1/4 SEC. 14, TWP. 23 N., RGE. 5 E., W.M. F OLL 2 00 FIR 4 03, oI i M M i N 0 lk m 1 .j. �a CL N K a SE 1/4 SEC. 14, TWP. 23 Not RGE. 5 E., W.M. ROLL 200 FIR At 0 4 � M 4 M M M w N/. o 1 a A CL d a y :Z44 O H W p O = act W riz y Q 2 7� ►Z CC q II g ^r MORTAF FILLET e MANHOLE FRAME AND COVFR SEE DRA WING BR29 ADJAJJSTMENT (4 " MIN.) CONE RUBBER GASKETED JOIN TS STEPS - 314 " DEFORMED BAR STEPS SHALL BE INCLUDED CONCRETE RISER BY PIPE INC., OR APPROVED EOUAL . MAX. PIPE SIZE - 21 " I D. LADDER -STD. ALUM /NUM OR GALVANIZED STEEL CONCRETE SHELF PRECAST BASE SEC77ON OR CAST IN SHELF. NOIF.S' 1. STEPS TO BE 314 w 0 DEFORM[ -D BAR GAL VAN/ZED SAFETY SIFPS GYP EQUAL. S7FPS ARE TO BE IN PLACE BEFORE MANHOLE SEC776WS 2 ARE INSTALLED! CASTING M BE PER DRAWNG BR29. 3 MANHOLE SECT70NS TO BE cF RE/NFARCED PRECAST 4. COWCRETF ALL JONTS SHALL BE GROUTED. 5 SANITARY SENfR MANHOLES SHALL HA Vf- ALL INTERIOR 6 SURFACES,, INCLUDING CHANNELING, COATED (SEALED) WITH A HIGH SOLIDS URETHANE COA 77NG• WASSER MC- CANSEAL AR APPROVED EQUAL; CGY AR 6F COA hNG SHALL B£ W #TT : RUBBER GASKETFD v!'iYNTS SHALL BE IN CGWFARMANCE 7 WITH ASIM C -44J CHANNEL HROYT SHALL BE A MINIMUM OF 314 7HE INSIDE 8 DIAMETT R Of - THE LARGEST PIPE. CONNECTIONS TO MANHOLE SHALL BE MADE USING GPK ,9 ADAPTOR, KOR -N -SEAL BOOTS OR APPROVED EQUAL. SA NITA R Y MA NHOL E TYPICA L DETA IL NOT TO SCALE 6 " FORCE MA /N rO 8 "GRAY /TYMA /N rRA NSIRON DErA IL SE 1/4 SEC. 14, TWP. 23 N., RGE. 5 E., W.M. RIW 10' V//V. 6" BUILDING SEWER PIPE I TEE WT TH 6" SIDE OUTLET i CLEANOUT- -SEE DETAIL LEFT 2"x 4" STUD SERVICE MARKER PAINT UPPER PORTION WH17E AND LABEL "SEWR" Wl TH 3" HIGH BLACK LETTERS. WRAP 16 WIRE AROUND THE PIPE, EXTEND IT TO FINISH GRADE AND A T TA CH IT TD THE 2 "x4 " STUD. SIDE SEWER DETA Aw —/ NO SCALE 60" ALLOWABLE MAX. FOR CAST IRON PIPE OR DUC77LE IRON PIPE. 1: 3.• 5 MIX CONCRETE BL OCKING P �5 6 " SIDE OUTLET TEE SEWER MAIN CONCRETE BLOCKING ANGLE �D OF TEE A T MAIN OVER 25' � � v � W o Ci W Li W Li W cc a 00o a 484 It � ZI uj N O N, N � °' RTN19Y D (EXISTING) 6 PADS v�v � 482 � 480 8 w 11 114 KW (fZxMJ) - o ,_____� f7PGIW �jo T r MAIN STA //{II► w To �' GRAV1 w w � 14A 8 6 i RovaR (A .&n) 6 " FORCE MA /N rO 8 "GRAY /TYMA /N rRA NSIRON DErA IL SE 1/4 SEC. 14, TWP. 23 N., RGE. 5 E., W.M. RIW 10' V//V. 6" BUILDING SEWER PIPE I TEE WT TH 6" SIDE OUTLET i CLEANOUT- -SEE DETAIL LEFT 2"x 4" STUD SERVICE MARKER PAINT UPPER PORTION WH17E AND LABEL "SEWR" Wl TH 3" HIGH BLACK LETTERS. WRAP 16 WIRE AROUND THE PIPE, EXTEND IT TO FINISH GRADE AND A T TA CH IT TD THE 2 "x4 " STUD. SIDE SEWER DETA Aw —/ NO SCALE 60" ALLOWABLE MAX. FOR CAST IRON PIPE OR DUC77LE IRON PIPE. 1: 3.• 5 MIX CONCRETE BL OCKING P �5 6 " SIDE OUTLET TEE SEWER MAIN CONCRETE BLOCKING ANGLE �D OF TEE A T MAIN OVER 25' OUT �'n'� G ��CIN MP NGREt� CC: G� _2X MlN SLOP£ HOR /ZONTAL L SE14ER MAIN TYPICAL SIDE SEWER ELEVA 77ON NOTE:• UNLESS OTHERWISE SHOWN ON PLAN, SIDE SEWER SHALL HAVE A MINIMUM 4' COVER AT PROPERTY LINE OR 3 -5' LOWER THAN THE LOWEST HOUSE ELEVA770N, WH /CHEVER IS LOWER. UNLESS OTHERWISE APPROVED BY THE CITY, MAKE TAP THROUGH CAST IRON SADDLE SECURED TO SEWER MAIN WITH STAINLESS STEEL BANDS WHEN CONNEC77NG NEW SIDE SEWERS TO EXISANG MA /N. NTR /FIFO CLAY, PLAIN AND REINFORCED CONCRETE, D.l. PIPE AND C. /. PIPE SEWER MA /NS ARE TO BE CORE DRILLED SIDE SEWER DL7A IL NO SCALE SA N1 TA R Y Sr K rR NOTES 1. ALL Wt7RK MATERIALS SHALL BE IN CGWFORMANCE WITH THE STANDARDS AND SPECIRCA77ANS CF THE CITY 6F RENTOW U77LITY DEPARTMENT AND THE LA TEST £D1776W AP THE WSDOT/APWA STANDARDS AND SPECYFICA TIGWS 2 THE HOURS CF #VRK IN THE STREET RIGHT -CF WAY SHALL BE LIMITED TO 8• 30 AM TO ,3.•.30 PM ON #EEKDA YS UNLESS OTHERWISE APPROWD IN WRITING BY NE DEPARTMENT OF PUBLIC WtRKS AT 425 -4,30 -7200 ALL STREET CLOSURES, PARTIAL OR FULL, SHALL BE APPROVED BY THE DEPARTMENT CF PUBL IC WgRKS 24 HOURS IN ADVANCE. THE POL /CT DEPARTMENT, FIRE DEPARTMENT, AND 911 SHALL BE NOTIFIED 24 HOURS IN ADVANCE. 3. ALL CONSTRUCTION SHALL BE /N ACCORDANCE WITH 'STANDARD SPECIRCA776WS FOR MUNICIPAL PUBLIC Nt7RKS CGWSTRUCRTON" PREPARED BY THE WASH/NGTOW STA TF OIAP1FR AMERICAN PUBLIC Wt7RKS ASSOCIA TIOW (APWA), LA TEST ED117AN AND THE ary of- RENTOW STANDARD SPECIF7CA71AN5. 4 ALL LACA77OVS OF EXISTING U77LI77ES SHOWN ARE APPROX/MA1F AND IT SHALL BE THE CONTRACTORS RESPGWS/B /L /TY TO WR /FY 7HE TRUE AND CORRECT LOCH 17AN SO AS TO A Vt7/D DAMAGE AR OISAIRBANCE. 5 A PRE -COV5 RUC776W CO KERENCE AND A 24 HOUR N0776E SHALL BE REWIRED PR /AR TO STAR77NG NEW 0267RUC77011 IT SHALL BE THE G'GWTRAC7OIRS RESPIGW.981L /TY TO SECURE ALL NECESSARY PERM / TS PRIOR TO STAR77NG CONS IRUC776W.. ( /N- 9 DEC 776W WILL BE ACCAWPL /SHED BY A RL7°RESENTA77W OF INE CITY OF RENTGN) IT SMALL BE THE CvwRAcmw� RESJ°GWS/B /L /TY To NOTIFY THE UTILITY DEPARTMENT 24 HOURS IN ADVANCE X BAG7(F/LLA'VG ALL C6WSTRUCIIGW. 6 CQV7RAC7W IS SOLE Y RES06WS✓BLE FAR THE MEANS METHODS AND ZOIUENCES GF CGWSMVCIKYV AND FAR PC SAFETY 6F #VWCRS AND 07H RS GW THE COVSMUC70V SITE 7. IT SHALL 8E THE RE9001VSWL17Y AF THE CGW7RAC7W TO 087A /N VREFT USE AND ANY OTHER RFLA7F0 PERMITS PRO? ro ANY Go1/STRUCAGW. 8 PLANS APPROV£0 BY 71'x' ary or REIVray PmIC POWS AEPARiVENT MALL TAKE PfQECfMNCE 01" ALL OILIER PLANS. 9 A cwr Gr THESE APPROW -D PLANS MUST 6F ASV THE " 97F WHENEVER CtVSTRUCTXW IS AV PRVQWZ 1Q M C00V7RAC7W MALL PRONDE IW CITY Or RiNMW IW 1N AN AS -b'//L T WANNG Or ;w SAN /TART SEwR smffm WN /DY HAS &7N STAMPED Br A LIICENSED PRa Z 3 YaVA L ENGWf& LW M2NMD PROffSSMAL SUP KrYW.. 11. bW a(RTLL SMALL 8r PLAaT rovALL r pV 6lDlt/ Or 11'tE Pff AV LA 4n NT Y A LOW A WRAX b7PTH Or 6 A00; MAXIMUM GYPN Or 8 m r TAMPING EACH U 1FR ro 95s Ar mAX/MUA/ xNS/7y ww awpACTFD LA wRs MUST EXTEND FO? aW Aff G1G4mE7FR OV M01 Ste' Or W Pff ASP W M Af Or TIC NNOY MA TERIALS TO COWPLETE lid RU OrER W Pff 94ALL Of TIE' SAME AS DIE D. 12. MEN Wr RL14D C MMOS f UIVIY TRENCWS ASV EXISIAVG TRAWLED RL14DWAY MAIL A' BAfffUlD MITT'! OWED RWr AAV MECHAN/CALL r COWACIFD. CUTS ALTO EXISTi1VIG A9WL T "LL ff ACA 7Z#W Wr W LY A SiAW IN A CMIMOUS LASE. A TFA/PARARr CAD MIX PA MY MUST K PLACED B/WEQG1IEZ r AF1FP MCIgU AND CWPACMV. A PEJ41{/ANENT MIT MW PA AN 90ALL K PLACM IN7TW 10 #A 6 AAV SILL K P& aA41'P wr MY Or RENMW SMAVARDS SA N1 rA R Y SEWER NOTES (CONTINUED)) 1.3 OA MW SHALL BE CITY OF RENTGW, NA W 1988 (METERS) AND NAD 1983/1991 (METERS) 14 ALL DIS7URED AREAS SHALL BE SEEDED AND MUL Q4ED OR OTNERW/SE STABILIZED TO THE SSA 77S rACTTGW Of - 1HE DEPARTMENT fL1R TIME' PIMP wNT7AN or AN -97F ER09AN AF7ER THE COMPLE77001 AP COVSIRUC70V. 15 ALL P /PE AND APPURTENANCES SHALL B£ LAID AN A PftffAL Y PREPARED FOUNDA 77O N IN ACCO POANCE WITH -TMOV 7- 02.x(1) X THE CUR141WNT STA TE 6F WASHINGTON STANDARD SPrGYRCA /IONS FAQ ROAD AND BR IDGE CONSTRUCTION. THIS 99ALL ANCL" NECESSARY LEVELING Or THE TRENCH 80TT6W OR THE TAP Of' THE FOUNDA 77CW MA TER/AL AS WELL AS PLACEMENT AND CAWPAC770V AF REWIRED BEDDING MA TER/AL TO UNhrORM G7PADE SO IHA T THE ENURE LENGTH OF PIPE WILL BE SUPPORTED AN A IIWIFARML Y DIENSE UNYIELDING BASE. PIPE bFD C W. ALL bF PLEA 6RA Vf'L 6" ABOVE AND Bit OW THE PIPE. 16 SANITARY SEWER PIPE SHALL BE PAL YNNYL CHLORIDE (PVC) RUBBER GASKFFD ASTM D 30.34, OR 35, C900, AQ DI!/ICITLE APAN GLASS 50. SAN /TARP SEWER FARCE MAIN TO BE CEMENT LINED OtICALE IRAN PIPE COWFARM/NG TO LA TEST RE0516W OF AWWYA C110 & C111, THICKNESS CL. 52 17 IN UIN/MPROVED AREAS, MANHOLE TO EXTEND A MINIMUM OF 6' AND A MAXIMUM OF 18" ABOVE FN/SHED GRADE. hV PAVED AREAS, COVER MUST SrWE AN ALL DIRECACWS TO MATCH PA ONG. 18 ALL SANITARY SEWER /MPROVEMEN73 -WALL BE CCW57PUCED IN ACCORDANCE WITH THF-7 APPROVED PLANS ANY DCVA77ON fRAW 7K-25F PLANS WILL REQUIRE APPROVAL fROW THE 0#WER, ENGINEER AND APPROPRIA TE PUBLIC AGENCIES. 19 LOCH TOWS OF ROADWA YS BUILDINGS AND PARKING AREAS SHOWN HEREON ARE APPROX/MA TE. FAR DIMENS/GWED LOCH 776WS OF THESF /MPROVF"MENTS` REFER TO THE ARCHITECTURAL SITE PLAN. IMPROVEMENT AND 5IRUCWE LOCA TIONS SHALL BE FIELD SET BY THE ENGINEER AS REQUIRED. 20 ALL MANHOLES SHALL BE PER THE CITY OF RENTON STANDARDS AND SPECIRCA77ONS. A!L MANHOLES -WALL HA VF A MINIMUM 0.10 FOOT TO MAX /MUM 1.0 FOOT DROP 8£T11EEN INVERT IN AND INVERT OUT ALL MANHOLE COVERS SHALL BE ADA157FD TO F /N /SH GRADE PRIOR TO f7NAL PA ONG OR LANDSCAPING. 21. ALL TRENCH 84 CKR7LL SHALL BE COMPACTD TO AT LEAST 95X OF THE MAXIMUM DRY DENSITY PER A5TM D- 1557 -70 (M091FIE0 PROCTGYP), FAR THE FIRST THREE FEET ABOVE THE PIPE. THE REMAINING BACKRLL MA Y BE TO 90x IF NOT IN AN AREA OIL FUTURE PA VfMENT OR 5MUCIURAL FILL. TRENCH BACKF /LL AND COMPAC77OW SHALL BE COMPLETED PRIOR TO T 577NG LINES FAR LEAKAGE. 22 ALL SIDE SEWERS SHALL BE A MINIMUM 6" D/AM£7FR AND HA VF" A MINIMUM Sr 0PE CF 20Z PROPERTY/0T CORNERS AND /OR BUILDING L ACA 77CWS AND f7N /SH GRADES SHALL BE ESTABLISHED IN THE FIELD PR /GYM TO ANY SEVER CANSIRUC77QN. SIDE SEWER IFE STA 776WS ARE REFERENCED FRAM THE NEAREST DOWNSTREAM MANHOLE. THE CONTRACTOR SHALL MAINTAIN ACCURA 7F AS -BU /L T RECORDS OF ALL SIDE .SEWER LOCH 776WS. ALL SIDLE .SEWERS SHALL BE TESTED AT THE 77ME OF MAIN LINE 7FS77NG. PIPE MA TRIAL SHALL BE C900 FOR DEPTHS OVER 15 2J WERE A WATER MAIN CROSSES ABOVE THE SANITARY SENT , AND LESS THAN 3'0" OF VER77CAL CLEARANCE £X/575 BFI#FFEN THE TOP OF SEWER AND BOTTOM OF WA IF R MAIN, THE SEVER SHALL BE COW57RUCI0 OR RECON57RUCIFD KITH DUCTILE IRON PIPE (CLASS 50) FAR A MINIMUM HORIZONTAL DISTANCE OF 10' 0W EACH SID£ OF THE WA TER MAIN CROSSING. 24. SANITARY SEWER MAIN LINES (8" DIAMETER AND LARGER) SHALL NOT BE COWSTRUCTFD ANY CLOSER THAN 10 FEET TO ANY BUILDING GYP 5 fFFT TO ANY CARPORT. 25 NEW CONNEECI7AN5 TO EXIS77NG FACIL177ES SHALL BE SEALED OFF UNTIL UPSTREAM CCWSIRUC770 V IS RN /-WED, TE57FD, CLEANED AND ACCEPTED. ALL CONSTRUC770N DEBRIS AND WATER SHALL BE REVOKED PRIOR TO OPENING THE SEAL. ALL 7ES77NG SHALL BE IN THE PRESENCE OF A CYTY OIL RENTON INSPECTOR. 26 PR /0R TO ACCEPTANCE OF CONSIRUC776W AND /OR ISSUANCE 6F OCCUPANCY PERM17S; ENGINEER/$'URVF rOR- CERTIFIED AS -BUIL T DRAWINGS MUST BE PREPARED OF ALL SANITARY SEWER FACILITIES. 27 INSTALL FALL RESTRAINT SYSTEM IN ALL SANITARY SEWER MANHOLES OVER 20 fFET DEEP. FALL RESTRAINT SY57EM SHALL BE "SURFRACT CLIMBING AND FALL PROTFC7701N SY57FM ", AS MANUFACTURED BY "MILLER FALL PROIFCTIOW . 5- 319310 24 w OIA. ROUNDED L ACX/NG LID CAS77NG INLAND fDRY OR EQUAL (PER CITY OF RENTAN STD.) FINISHED GRADE 6" BL /ND FLANGE 6" 2 -4" ADJJS7 /ENT r RINGS 6 0 � + i (Typ) 4" MIN. Z. CRUSHED ROCKS �-. 6" - 45' BEND (fZ x f1) 8" LANG BRICKS ALOWG 6" ADAPTER f x M✓ (MEGALUG) BOTTOW OF AD VSTMENT RINGS 6" DL 9°a LENGTH AS N£CESSAARY M✓ (MEGALUG AR 60VAL) r- -� z--- -- - DYRECITGW i or ftow Z66 - 450 WYE (A(J M✓) 6" 1 0.1. FA'PCE MAIN M✓ (MECr4L UI G W FOVAL) MJ (MEGAL UG W M&AL) AS -eu��r ROLL 2 0 0 F,,Ft t05 FORCE MA IN CLEAN OUT DETA-IL ER' C C iiA of-w ow ►aw►� NO SCALE 14711 IMF 29% Pkwo Suit 101 UNOV", Wo" hinpTon 98007 .CORE 14zm 425.885.7877 Fair 425.885.7963 DESIGN ENGINEERING • PLANNING " SURVEYING 048 -4- 3/dp3id 9 ,.• 4