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HomeMy WebLinkAboutS-319307r 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 ......... 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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