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HomeMy WebLinkAboutzS-2907Setn h �z z� ¢u ICI ° o I 9 m 2 +19.96, 52T SSMH #2 48" PORTION OF THE NW 114 OF THE NW 114 OF SECTION 3, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M. CITY OF REN TON, STATE OF WASHINGTON II'II�I�I'I li li I ii GRAPHIC SCALE z R /M= 430.40 ao IE= 42200 -8" E zo o io zo ao 1E= 421.90 -8" N 3 +40.30, $LT ( FEET ) SSMH #1 48" -. 1 inch = 20 ft. Li.1 R/M= 419.1;AN zw UNION A VE N E 1E= 411.10 - 5+85.76, L # -T " EX SSMH INSTALLED } _ - a ;o FOR LONG'S PLAT Lij CL' --- r - - - o CONSTRUCT/ a - _ _ ON ^v - � - _ R /M= 395.00 EX WM A OF - - 1E 38800 8" PVC 3 (BlS L� 2 +00 S =9.06% o VER/FY -lE S ® N \ - ` 4 24 LF 8" PVC 'S- 9.37 %00 - AVE - - - - - 5 - Q7" _ �/� 3_02,54' (MEAS) - - 1 x , I - - b r' , r 2R 0+45 _ 0 +41 E TOP VA (� SS TEE I 3 5� f SS TEE 1E= 413.28 -= - \ v SS STUB 14LF -6" h = -- SS STUB 14 L ELEV. =40 22 i `��� - -4 Z W 0 +47 E - �+ =k E o 41 S =27- M /N. 1E =42341 N S =2% MIN. IE -413. " tl 'i SS TEE IE= 423. f SS TEE /E= 414.05 '- Q Z b q S STUB 1 �' �i LOT' / 2% N.'lE �.46 20 _ S =2% MIN.. 0.4 4..33 $ � SS STUB_ 4LF-6` S= 10' UnLITr - -, MIN FF= 428.41 EASEMEI y'- L� � h J \ LOT 1 _T L \ +40.. 56 E /E =40 TE 4 _ - O SS UB 37 4 z • / % MIN FF- 428.46 ` m M1N FF= 418.72 =76. 1E =40.0. T i ,7 I s ° i 3� E /E= 424.50 "�, j T �S STUB 14LF -6" ~ I S =27 MIN. 1E= 424.78 M FF- 135 "LOT ,O 3 MIN FF- 429.78 , - - - -- 58 LF..4 S =20% - -- - - 10' U77LITY - - - - i ` y 1 +40 E \ 1+33 E EASEMENT y SS TEE 1E= 425.50 SS STUB 14LF -6" 1 +60 E S STUB 14LF -6" 3 ±96, 12 RT a + S =2% MIN. IE= 425.78 S =27 MIN. IE= 4j8.38 SS,STUB 5 F-6" SS STUB 14LF -6' L 5 =29 M /N. lE- 19.26 S =2% M /N. 1E= 426.28 LO T 8 I' N LOT 9 V LOT 6 LOT _ �I MIN FF= 430.78 QJ N FF- 429.00 M! , vl' M1N FF= 431.28 M1N FF-- -42338 MIN FF Z 424.57 r.' cc _ o I \ LO-_ -. -_ m S 013558" W 335 72'-_ - Lo ^ 2 +15.15, 155' RT l \VI I SSMH #3 -48" - \ RIM =43300 RECOMMENDED z I _ I 1E= 426.00 -8" 3 +40.10, 130' L T o FOR APPROVAL o � - NOTE SSMH #4 48'" "�� �R H. SER w j TEES OWERUSMH. RIM418.10 0 p�roF wesTO� f \ I 1E= 418.10 -8" N �� B Y%(�}j�2* D A T E IE= 418.00 -8" w BY DATE - r I BY DATE Is ZONALyG� BY D A T E E;RE- a�zz�oi , BY DATE �.< I Et z { Wyy p � - - 27 SCANNED JUL 2 7 ZUUI ROILL 17 3 4 0 7 ti p7 a 1 ¢� �z z �z W Qz I 3 � o I r U i3 M r W J 0 CL n r W cQ W L (n Ld )-. ® z Q cn a W 2 " Y, W V1 OJ '� i j H W : rryj O � a l �a O 440- - - EX CENTERLINE PROFILE - - -- -- -- LL - - -- - -- - - -- - -- — 440 400.00 --� 430 - EX SSMH - 430 RIM- 439. ¢0 - -8° E 1E- 434.00 ���,� WITH LONE S PLAT 2f56 E 5'LT J d I'�e EX. SSMH - _ EXISTING PROFILE ALONG CENTERLINE OF ROAD IE�431.63 -8 E 420. __ _ .. - - - -- - - - - -- - - - -- - -- - - -- -- - -- - - 420 o R7 co 420 - _.. - - -__. __ `- _ _ _ - -- - __ - -- -- - -420 -_ -- - - 420 2 +19.96, 51 T I20 „ 8 SSMH #2 48» RIM= 430.40 PtC 0 = 1E= 422.00 -8" E _ -- 421.90 ' N 1E= -8 - _ - - — - - -- 3 +40.30, 5,'LT SSMH #1 48° RIM = 419.10, IE= 411.00 - 8" N 400 - 400 ,. - -- ?46 LF-g••PVC - _ 5=9319, _ - -- -_ -A - ._ _ -- - - - - - -- - -- _ 11 SCALE '. HORZ. 1 " =20' DATUM ELEV 380 380.00 5185.76, 51T o v .r co rn co o co X MH co n p cp N n N n N ^ o n 0 ^ 0: FOP, LONG'S PLAT o CONSTRUCTION 1 +00 2 +00 3 +00 4 +00 5 +00 (E= 388.00 -8" PVC 6 +00 VERIFY /E'S UNION A VE NE 440 — - - - r _ - - - - EX CENTERLINE PROFILE - - -- -- -- LL - - -- - -- - - -- - -- — 440 400.00 --� 430 - EX SSMH - - — - - - - -- -- - - -- - -- - -- -- - , - - ` - -- 430 NEW GP„V(TY 8" PIPE INSTALLEd RIM- 439. ¢0 - -8° E 1E- 434.00 ���,� WITH LONE S PLAT 2f56 E 5'LT J d I'�e EX. SSMH R1M= 435 45 BY DATE BY D A T E BY DATE IE�431.63 -8 E 420. __ _ .. - - - -- - - - - -- - - - -- - -- - - -- -- - -- - - 420 a a410 - - - __ - -- - -- - - - - - -- - - - - - - - -- -- -- - 410 SCALE HORZ 1 " =20' DATUM ELEV - V 400.00 FOR APPROVAL �o�GOR B WATE� J d I'�e BY DATE 9 70 OVAL earixes 6/22/01 BY DATE BY D A T E BY DATE o R7 co co co 1 +00 2 +00 3 +00 NE 25 TH S TREE T RECOMMENDED As x� FOR APPROVAL �o�GOR B WATE� J d I'�e BY DATE 9 70 OVAL earixes 6/22/01 BY DATE BY D A T E BY DATE z :=�3o47 qzo 10 4 0 80 fl(vz Eli LWSZ n IN FEET 3+40.30, 51T I inch 20 ft cr 4?"e SSMHj1 48- LLJ T ZQ 8" N 41/j%Z0 Ljj ------------------------- UNION A VE N S, E 5+85.76, 5L T ---------- ------- 4jo EX SSRH INSTALLED 410 FOR LONG"S PLAT M 0 ,x 'W CONSTRUCTION < F✓C45T TEP, Lu Cavc�,-tE L-,vc�gDLks IE=J88.00-8" PVC OF 2+00,' G) 7 1 1 24 LF 8" 00 UNION AVE NE +00' NE 25TH PL. Is 5+00 x r(A - - - - - - SS� FORCE 'MALN .......... -42 0 1710 0+45 45 ss 7 > SS STUhr 14LF-6" 22, LIJ SS STUB 14 0,47 E S=!21- MIN. < S=21-,')V1N. E-429-.41 SS TEE IE-�5� SS- TEE p Q X S-7 S TUB Z II LOT' 11 , ss M9-14LF-6 S-�2%-*N. 4,o S=27 A41N- �4z 10' U77LITY SEMEf—: Q EA O MIN FF=,428.41 �Q. % ---- L-0-T �LOT 1- 2 h I -- i -- , S Me L4 t g M0 ,115F=428.46 - ----------- - ---------- LO-T- -3 I SS ,u ,WN-FF=418.72 12� o Ff=418.'33 T ---------------------- STUB NLF-6" S=27 MIN. J.5 428- Aml -------- ZS �&o --------- T 10 MIN -\429.78 Do, 1+40 E As S 290703 58 LFO S=2.07 �--- U77L SSJEE 10, U77L T SS �TOB 14LF-6" 1+33 E EASEM \\ak '1+60 E S= STUB 14LF-6" \jt96, 12 'RT us 27 W�t. IE-+2--78-- S=2,r?" MIN. k SS S7zjB 14LF- 4zs.z3 �1-2% MIN. SS'\STUB 5 F-6" Ii S=27 MIN. /E-*�-�-4Z05-76 1419.34' 1 L�OT "8-- IL 0 74--� 7 iz' LOT 9 LOT 6 LOT EX ssmH I MIN FF-430 78 MIN 5FZ429.00 00 A41N FF=431.28 A41N FF=423 J8 RIM E-L = 4J6. 03' MIN rF=424.57 INV EL = 451.63'- 8 1 \�— 0- - - ----------- ------- - m i CRA S 0155'58" W 335 72• Lo K 2+15.15, 155'RT CN I SSUH13 -48- /433.6Z RECOMMENDED *�.4-:29.00 -6"-4zS,4z' 3+40.10, 130'LT FOR APPROVAL zi o NO TE.- SSMH#4 48- I II Fn 'K C Z, po LLj —P#486040 SERVICE TEES ARE S TA 77ONED -R6t-- �— BY:12 DATE I" AE-4;8-.10 a" N aw FROM THE NEXT LOWER SSMH. LQ-;;&.99 g, w BY L 0 DATE 9470 1 B Y DATE BY DATE 10MAL BY DATE '4 2 EUMS 6/22/01 z wwp- 27 -J967 SCANNED FEB 15 2002 4 /3 P�2 d'? d I SCAN, NtU JUL 2 7 ZUU I 74 .; 11-�V� �p! PORTION OF THE NW 114 OF THE NW 114 OF 1 v C) i (:� SECTION J, TOWNSHIP 23 NORTH, RANGE 5 EAST, WM. 0) CITY OF REN TON, S TA TF OF WASHINGTON 2+19.96, 5L T SSMH#2 48-' GRAPHIC SCALE z :=�3o47 qzo 10 4 0 80 fl(vz Eli LWSZ n IN FEET 3+40.30, 51T I inch 20 ft cr 4?"e SSMHj1 48- LLJ T ZQ 8" N 41/j%Z0 Ljj ------------------------- UNION A VE N S, E 5+85.76, 5L T ---------- ------- 4jo EX SSRH INSTALLED 410 FOR LONG"S PLAT M 0 ,x 'W CONSTRUCTION < F✓C45T TEP, Lu Cavc�,-tE L-,vc�gDLks IE=J88.00-8" PVC OF 2+00,' G) 7 1 1 24 LF 8" 00 UNION AVE NE +00' NE 25TH PL. Is 5+00 x r(A - - - - - - SS� FORCE 'MALN .......... -42 0 1710 0+45 45 ss 7 > SS STUhr 14LF-6" 22, LIJ SS STUB 14 0,47 E S=!21- MIN. < S=21-,')V1N. E-429-.41 SS TEE IE-�5� SS- TEE p Q X S-7 S TUB Z II LOT' 11 , ss M9-14LF-6 S-�2%-*N. 4,o S=27 A41N- �4z 10' U77LITY SEMEf—: Q EA O MIN FF=,428.41 �Q. % ---- L-0-T �LOT 1- 2 h I -- i -- , S Me L4 t g M0 ,115F=428.46 - ----------- - ---------- LO-T- -3 I SS ,u ,WN-FF=418.72 12� o Ff=418.'33 T ---------------------- STUB NLF-6" S=27 MIN. J.5 428- Aml -------- ZS �&o --------- T 10 MIN -\429.78 Do, 1+40 E As S 290703 58 LFO S=2.07 �--- U77L SSJEE 10, U77L T SS �TOB 14LF-6" 1+33 E EASEM \\ak '1+60 E S= STUB 14LF-6" \jt96, 12 'RT us 27 W�t. IE-+2--78-- S=2,r?" MIN. k SS S7zjB 14LF- 4zs.z3 �1-2% MIN. SS'\STUB 5 F-6" Ii S=27 MIN. /E-*�-�-4Z05-76 1419.34' 1 L�OT "8-- IL 0 74--� 7 iz' LOT 9 LOT 6 LOT EX ssmH I MIN FF-430 78 MIN 5FZ429.00 00 A41N FF=431.28 A41N FF=423 J8 RIM E-L = 4J6. 03' MIN rF=424.57 INV EL = 451.63'- 8 1 \�— 0- - - ----------- ------- - m i CRA S 0155'58" W 335 72• Lo K 2+15.15, 155'RT CN I SSUH13 -48- /433.6Z RECOMMENDED *�.4-:29.00 -6"-4zS,4z' 3+40.10, 130'LT FOR APPROVAL zi o NO TE.- SSMH#4 48- I II Fn 'K C Z, po LLj —P#486040 SERVICE TEES ARE S TA 77ONED -R6t-- �— BY:12 DATE I" AE-4;8-.10 a" N aw FROM THE NEXT LOWER SSMH. LQ-;;&.99 g, w BY L 0 DATE 9470 1 B Y DATE BY DATE 10MAL BY DATE '4 2 EUMS 6/22/01 z wwp- 27 -J967 SCANNED FEB 15 2002 4 /3 P�2 d'? d I SCAN, NtU JUL 2 7 ZUU I 74 .; 11-�V� �p! c c rl 1 h 'v :. N { a� w az N�� �z p..jr ¢ `' Qz t i � t i � I ! � ! -- --- - -- -- - - -- - -- - -- o '-�� ,T- i � - _ -_ __.___ - -. - -_- _ _____ __ -_ __ -_. - ___- 440 � �.. ��.� > �._� 440 _ _ . _- _ - - -- �� I .-ice I ___ - -_ � - -- - -_ it _ _ �- ! 430' ' - -.��.- _ _ - _ -� � --+ - - ---'- __ d! ---_ _ � -- T- '- - _- _ �� - i - � - -- � I - -- -- - - - - -- I � II - i � - - - - -- II � - - - - -- - -- - - - T II i - - -- - __.._ -_ - - -- -- ----- - -- --- - ..._._ .._____ - -__ . -_. . -. -. _.- I'- -- W J I I'� _ - _ _ __ �_- - � � � EXg � -� I I EX /ST/N� PROFILE ALQNG CENTERLIf�E OF ROAD I �"° � 420 -- _ -- - -- - -- - - - -- - --- I - - - - -- - -- - _ _ I � 4Y � � _ � -- I -- -� � � � � � -- - - -- - - -- �. 420 - .._. � _ _ - - -- -..- _ _ - - - - - _ _ _ - - - 420 I � i I � I I c - 19 96 9''LT �`��_-�__� -r '_'r -. 720 LF i r' i i T ? I I �- ! '� � SSMN #2 �48" ! B - - = �j'�Sa�gge _ _ _ __' " - - _ - W Z ! _ i , ' ' � � - 4z1•�e i � _�I r -+� - - " - �� - - -- _ _ -_- � -- - -� - __ _ _ - -_ , i � CW �4z�•s i ! I � i i I li SSMH/�1 �8 _il_ ' - _ G N i � ii � I I - - � 418 - - - _ ' _ � ° v W i � - '- - --' -- I I �I - -yl� -- i'.�"% - � '�k�36 I - -400- _Y � - �-u� � __ __ _ __ - 400 ~400 Q �,' I � _ I i - 246 CF g • � � �- - - {� - I �- I I � � - 1 2/ / N� � � �� -- - i �i � � -- � SCALE � --- -L -- - � -- -- -- I - - I ---- ... - - -- -- - --- - - -- -- - - - -- ! � II - -- - - --- -- - -- - - { ' i I i � HORZ. 71 =20 i I � I i i , f i DATUM ELR':' I '�. ! �' � I I I I i � , - I ! � � 380 380.00 5 +85.76, 5'LT (q try � o W� m i 3 N o � .� V� a � ,.� 7 v N � V� co ^ ry P co N N V' m n 7 m N 7 o n o �t 0 o n n 0 o V� R EX SSMN INSTALLED o FOR LONG "S PLAT o 7 CONSTRUCTION Z � � � 'o � � � i � 1 +00 2 +00 3 +00� ' 4 +00 5 +00 1E= 388.00 -8" PVC 6 +00 t/ER /FY /E'S Q o � � UNl ON /� VE NE 2 �' oS �� ti � � N N W o � a j i i i i ! S �� � �p� ° g ._ ___.. -- � - - -- r r r-- � ---- I r -�— - -- i - -- -- - �— I $ �� III 440 �-- i ' � ' —� _ _ I __ ! -� � ! � . �- - -i- � ! ! -I- -i -- - - _ _ ---°$- .s_}- +�-�- I I I I EX. CENnERLINE PROFIL ! I - - -- - -- -- _ - _ � — _T � .9 � __ 'il I � ! - -i ! - --�- ! ' - - - - -- ' 440 I 430j-------- �- -EX. -S R1M =439.0 1E= 434.00 -8" E NEW G�jZAt/lTY 8 Pl E INSTALLED � � F - -� - - - - - -- -- -F -- .WITH LbbNGS PLAT I i � 2 56 E S'LT � : - - - - -- - - - -.t -_ i 430 _ - -- 'I � � � � � I 420 i i - -- - -_ _�... _ � - _ � I 1 - -- --� -- i E . ' SSMH � Rl = 435.45 - I lE 431 63 -8" E � � - � - - - -- -- -�- - -- - - -- — --1-- -- � - - - - -- - i - - - -- ; I ' __ h -- - I r - f � ' - -- - i 420 I ! � a ! 410 i —_ I - - -- - i _._ � -�_ ! � I ( i I I � � - - - - - -- i SCALD ! HORZ� 1 " =20' i ! � � -_ � I -___ - �--- - - - - -- -*-- I � -- G- - - -- i ! � I � I I I I I � � ! I --� - -- t- - -_ I-- ! I I i i - - - --410 I � � ° f r °' DATUM ELEV I 400.00 o i I i ! � �ERT� 1 " =)0' I � I rr I � I i I o � i � ' ro I I � � � � � � REC ❑MMENDED � i I �I_ ii zo 1 +00 2100 3 +00 ��,isx.ro F ❑R APPR ❑VAL �oewoF `"'`Sy o�v B ATE _�� w = � NE 25TH STREET � BY DATE B 70 I' 4' B Y D A T E EQUAL �,� ' $Y DATE 1� �� � ' � I E%PIRES e/22/Ol BY DATE I, - z WWp -a %" ?i�0% SCANNED FE8 15 2�2 ' ,E rA r �. . �J � • �� ° /,}./?.: � ...., �o7a It C t� , �c''_2go 7 c 2 SCANNED JUl 2 7 2001 � j . 9 � - 7