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Home My WebLink AboutzS-2338Set� � a CD rn N= a Cn or I � � a N n CD Oz W o w�wL-- � Li w CD �n o cn o S ~rte LJ CD fl -J �oQZ a-) (n W c ¢ Q Q W f- 1 O 0 w OR .s WnsH I � N 23169 Q- IS 9c� cnP��a`` eSSI EXPIRES - l- wwp - ?T- 233 EX. SSMH 1, STA. 9 +89 ELECTRICAL CABINFI EDGE OF CONCRETE ON CONC PAD RIM = 20.65 - INSTALL CURED -IN -PLACE PIPE LINER FL 24 "GONG. = 5.30 � GRASS BEGIN STn- CURB /GUT EP INSIDE EXISTING 24 CONC. PIPE i ` (APPROXIMATELY 222 LF) CONCRETE - 1 TRAFFIC BARRIER _ T VAULTS 2 4' DIA- ELECT_ MANHOLES + 1' ABOVE GRADE gyp/ ASPHEA�� \ y0 EX- SSMH „'2, STA 10 +12 SYV 1 6TH STREET CONCRETE WALL RIM = 20 -52 - FL 24CONC. = 5.50 W /6' CHAIN LINK FENCE E ASPHALT DGE OF WATER @ TOE GRASS J INSTALL CURED -IN -PLACE PIPE LINER PARKING AREA t INSIDE EXISTING 24 CONC- PIPE (APPROXIMATELY 18 LF) EDGE OF ASPHALT EX_ SSMH r3, STA 10+30 EX. SSMH #4, STA 12 +52 RIM = 20.63 FL 24" CONC. = 5.80 INV. 8" PVC (S) = 14.44 BENCH MARK RIM - s" POSTS BRASS DISK n ' FL 24 CONC - 5.53 - RENTON #1881 fy C. i - = _ ELEV 24.16 i CONC T CONC. GRASS - - - -- - -- - CtIRB - - `n - -- - - -- - -- - - - -- r -- - -- -- \- - -- FOUND MON. IN CASE r- - -- _ BRASS DISK W/ `X' - - - - 9 +00 s j SDMH RIM = 21.10 / o INV. 18 "CONC (S) - 12.07 - INV. 24 CONC. (W) = 11.49 PIPE LINER PIPE 10 00 11 +00 T EDGE O FF - -- -- WATER - -- ° - CONCRETE WALL DITCH W /6' CHAIN LINK FENCE CB RIM = 17.63 INV. = 13.73 7DGE OF ASPHALT F CONSTRUCTION AREA DIRT PILES IN AREA ELECTRICAL CABINET 12 +00 a w Q o I Q < z�Q IzoQ w I 0 0 0 ++ M r7 Q1Q r- w w w w w In cn w w z z 2E :25 _ -- -- - '---EDGE OF ASPHALT 13--00 i - -� - DIT i II "i H -- - -- s - ?33801 Sheet: 7 DRAWING: SS -1 ..................... ............................... . -- ------ -- -- - - -- - -- -- -- EXIST SSMH 2 STA 10 +12, 301LT EXIST. SSMH 4: EXIST SSMH #1 EX IE = 5.50f STA 12 +52 , 24.5' LT o + 0 + 24. . STA-9+89, ---.- --- -- - -- -- --- - - - ---- ---- -- -----. . . .-..... EX IE 5.0± . ... . . . . .. . . . . 24 IE IE = 5.30± EXIST SSMH #3 : EXISTING GRAD E:@ TING E ® NE _ STA 10+30, 6'L T co c~n _ -- EX IE 5 53+ 20 . . .. . .. ...... ...... ...... ......'I -... - . . Ld w w. 20 w W N w � 16: ...:...............:..... ... -- w z w z a Q 12: - ....... .. .- . .........:..... ..:.... ..:.......:. .. I 12 g:.... ..:.......:... ...: .. ...:. .... . . ...... .------------------ -- -- - -- . - - -- - - - - - 8 INSTALL CURED -IN -PLACE PIPE LINER J INSIDE EXISTING 24 CONC. PIPE INSTALL CURED -IN -PLACE PIPE LINER INSIDE EXISTING 24 CONC. PIPE- INSTALL CURED -IN -PLACE PIPE LINER (APPROXIMATELY 23 LF) (APPROXIMATELY 18 LF) INSIDE EXISTING 24 CONC. PIPE - (APPROXIMATELY 222 LF) ,p 9 +20 9 +60 10 +00 10 +40 10 +80 11 +20 11 +60 12 +00 12 +40 12 +80 0 13 +20 Sheet: 7 DRAWING: SS -1 +52 INSTALL CURED -IN -PLACE PIPE LINER — INSIDE EXISTING 24 CONIC. PIPE It (APPROXIMATELY 439 L-) 1 N 44 00 00 4 2 M 00 0o SW 16TH STREET U) U) (n U) n 00 DENSE TREES /BRUSH 00 rn w w TREES 2" -12" DIA. ~ I w w w w g w w = � EX. SSMH #5, STA 16 +91 i D- = GRASS w w RIM = 19.91 w w w z z DENSE TREES z J / FL 24 %ONC. = 6.56 Q � Q c z z BRUSH EDGE OF VEGETATION V I J w Q v v EDGE OF ASPHALT r. PK NAIL I END DITCH CTS ,4 _ EDGE OF ASP' ALT - 13-00 14 +00 g 5 +00 16 +00 ---- - - - - -- - "" - 17 +0 LOF 00 -- - - -I - - H 1 S89 °34'31 "W (M) - - I - - - DITCH ALT - - -�- - -- DITCH -�-� DRIVEWAY I CONSTRUCTION AREA DIRT /GRAVEL DIRT PILES IN AREA INV_ 24 "CONC. DIRT PILES IN REA = INV_ 247CONC. 16.36 1=10A VAULT 5-33802 INSTALL CURED -IN- PLACE PIPE LINER 9� o w sR 1s INSIDE EXISTING 24 CONC_ PIPE v yooO (APPROXIMATELY 439 LF) 12 +80 13 +20 13 +60 14 +00 14 +40 14 +80 15 +20 15 +60 16 +00 16 +40 16 +80 17 +20 17 +60 18 +00 24 20 16 12 8 4 0 O M r� I °cn INV_ 24 "GONG. , 0 ELECTRICAL CABINET INSIDE EXISTING 24 CONC. PIPE AND NEW 24 PVC PIPE (APPROXIMATELY n GRASS DIRT =: 444 LF TOTAL) z ° o L�j oil of I + Lu Ljj �LJ Q-ON. We EXTRUDED_ Y © TRASH CONTAINER 3 ~C):e cn �� _ I- >-- = o'Y.- CURBS -+N � __j + .. INV_ 12" MP E = 18.26 °MP �N� Qzz co EDGE OF W cn Q INV_ 72 = 18.32 SW 16TH 2 GB RIM =— Q O Vn END EXT. -URB BEGIN STL '� ° I; a° E! oN ® Z �:E- f' z �w a E �m 4111 O..._� 0 1 0 0 0 w OD M 00 1rn GRASS w w z z _ _ 0 0 INSTALL CURED -IN -PLACE PIPE LINER STA 20 +60 TO 21 +35 INV_ 24 "GONG. , 0 ELECTRICAL CABINET INSIDE EXISTING 24 CONC. PIPE AND NEW 24 PVC PIPE (APPROXIMATELY REMOVE AND REPLACE 75 LF OF EXIST. 247 CONC_ PIPE WITH GRASS DIRT ! — ON CONC. PAD �! z Lw 444 LF TOTAL) NEW 247 PVC PIPE MATCHING oil 6' CHAIN LINK FENCE - - EXISTING SLOPE (APPROX. 0.05 %) EXTRUDED_ Y © TRASH CONTAINER 3 EDGE OF ASPHALT IRREGULAR EDGE C8 RIM = 20.32 CURBS -+N INV_ 12" MP E = 18.26 °MP �N� CONC_ PLA3yTER WALL EDGE OF W CB RIM = 20.38 INV 12 "MP INV_ 72 = 18.32 SW 16TH ± OJ' HIGH STREET GB RIM =— Q = 18.28 EX SSMH #6, STA 21 END EXT. -URB BEGIN STL '� ° I; INV. 12" MP 8.16 I +35, 26261T, RIM =20.46 GRASS POCK WALL f 1' HIGH CONCRETE SIGN 4' HIGH EDGE OF _ - INV. 12 "MP (N) = 8.28 INV. 12 MP S = 8.35 FL 247 (E -W) = 6.86 - — AROUND HEAT PUMP ! LAWN i' INV. 12 "PVC EXTRUDED GRASS FIELD MON IN CASE � SINGLI T) DGE OF ASP ALT i RAISE[ 18 00 - e :DGE OF ASP IALT DITCH � r _ ID - _ `ro t DIRT y DITCH f ;$ EC WHITE DOUBLE YELLOW PAVEMENT MARKERS FOG LINE -SOLID WHITE RAISED PAVEMENT MAR 00 - S89 °34'31'W (M) - 20 FOG LINE -SOLID WHITE DRIVEWAY — - AS- - — - -- —�— — — — - EDGE F O F PHAL —T — — — — CONSTRUCTION AREA DIRT PILES IN AREA 17.21 CURBS INT. SW 16TH INV. 12 7PVC " 'I i = INV. 12" CONC. - & LIND AVE. INV_ 12 CMP RENTON 1985 17 3P I; ASPHALT = 18.02 / = 17. F4 # DRIVEWAY'` GE OF ASPHALT � - -- -- — EXTRUDED INV. 12 "P VC fFOUND '`PK NAIL 1 - WHIT RAISE T <ER.S CURB = 17 21 _ . OF 'SW 16TH & RAYMOND AVE. PAVEMENT MARKERS IN 10" PVC - - -- -- - - - -- — 21 +00 = 17.56 22 +00 �3 +00 S89° 4'12 W (M) _ — - - � - - T - - I I -, 10 9.80 (M) 23 +34.75 DOUBLc WHITE RAISED PAVEMENT MARKERS BEGIN EXT. CURB DITCH _ EDGE OF ASPHALT EDGE OF - -- 1 LAWN 7 DIRT CB RIM 20.19 INV. 12 MP ==E18_56 GRASS z : : o v �o� hA� INSTALL CURED -IN -PLACE PIKE LINER INSIDE EXISTING 24 CONC. PIPE AND CONNECT NEW 2 I PVC TO EXISTING NEW 24' PVC PIPE (APPROXIMATELY (R CONCRETE A TRANSITION COUPLING z3+ss o � 444 LF TOTAL) GIS ROMAC OR EQUAL) L) �'rSIONA' -E 18 +00 18 +40 18 +80 19 +20 19 +60 20 +00 20 +40 20 +80 21 +20 21 +60 22 +00 22 +40 22 +80 -y EX,PiRES —7 e f'I � 1 SHEET 9 z wwp-27 -2378 DRAWING SS -3 1. . E: INV_ 24 "GONG. , 0 ELECTRICAL CABINET IhV. 247CONC_ = 17.05 = 16.6:1 ! — ON CONC. PAD �! z Lw DIRT GRAVEL oil 6' CHAIN LINK FENCE 1a; z 31 nil Y © TRASH CONTAINER 3 C8 RIM = 20.32 I > # POWER VAULT ASPHALT INV_ 12" MP E = 18.26 °MP �N� w ','' iil w Q ��w PARKING U-� INV_ 72 = 18.32 1 zl �i�i END EXT. -URB BEGIN STL '� ° I; t)0� &G � 6' CHAIN LINK FENCE AROUND HEAT PUMP 24 24 EXIST SS 6 0 0 STA 21 +35, '26' LT S.2338:105 20 00 a+o IE 6.81 OUU T f � IE" 6:91 IN 20 cn cn 00 16 Li w U) rn uj w 16 w z 12 J w z J 2 v i v STA 19 +60 f RE- ESTABLISH SIDE SEWER TO RIGHT STATION 20 +60 TO 21 +35 REMOVE AND REPLACE 75 LF OF EXIST. 24' CONC. PIPE- WITH CONNECT NEW 24' PVC TO MANHOLE WITH KOR -N -SEAL BOOT OR APPROVED EQUAL NEW 24 PVC PIPE MATCHING 8 EXISTING SLOPE (APPROX. 0:05 %) 8 z : : o v �o� hA� INSTALL CURED -IN -PLACE PIKE LINER INSIDE EXISTING 24 CONC. PIPE AND CONNECT NEW 2 I PVC TO EXISTING NEW 24' PVC PIPE (APPROXIMATELY (R CONCRETE A TRANSITION COUPLING z3+ss o � 444 LF TOTAL) GIS ROMAC OR EQUAL) L) �'rSIONA' -E 18 +00 18 +40 18 +80 19 +20 19 +60 20 +00 20 +40 20 +80 21 +20 21 +60 22 +00 22 +40 22 +80 -y EX,PiRES —7 e f'I � 1 SHEET 9 z wwp-27 -2378 DRAWING SS -3 1. . E: O r EX. SSMH #1, STA 9 +89 ELECTRICAL CABINET N RIM = 20.65 FPGE OF CONCRETE ON CONC. PAD EX. SSMH #4, STA 12 +5_ \ INSIDE LEXISRINDG 124 "PCONC.PIPIPELINER FL 24 "GONG. = 5.30 GRASS BEGIN STD. CURB GUTTER (APPROXIMATELY 222 LF) FLM24 "CO1�JE =21r 5.8'' 5.64 CONCRETE � \ — TRAFFIC INV. 4" PVC e1 (E) W) \ \ �( (- , _ 6.90 OUTSIDE DROP BARRIER -�1 v VAULTS \ INV. (NW) = 11.76 z O I� \ 2 - 4' DIA. ELECT. MANHOLES \ 0 0 p J O + 1' ABOVE GRADE + + w I ASPHALT I ` EX. SSMH #2, STA 10 +12 SW 16TH STREET M [ EDG_GEE_OF 0_ w o / 1 \ RIM = 20.52 \ ¢ Q cn � Q_ Q CONCRETE WALL < N FL 24 "GONG. = 5.50 p EDGE CHAIN LINK FENCE GRASS ( ASPHALT n 00 EDGE OF WATER @ TOE � � E w fr z O Q INSTALL CURED -IN -PLACE PIPE LINER PARKING AREA < Q O E INSIDE EXISTING 24" CONC. PIPE v w w Q z + (APPROXIMATELY 18 LF) Q o o Q Z 1 T I w i (A ai W N 2� 1 1' EDGE OF ASPHALT GATE /> Q w w Y Q Q EX. SSMH #3, STA 10 +30 // u z z Q n F- BENCH MARK RIM j?Fr�fl O POSTS a J J p BRASS DISK TV FL 24 CONC. 5.53 RIGHT OF WAY RENTON #1881 PER PLAT ELEV = 2.4.16' CONC. PAD GRASS E W' I a - - - -- - - -- CONC. _ - SIGN_ -� - - - - --��vv c 5 T FOUND MON. IN CASE o INSTALL RED IN -PLACE PIPE LINER EDGE OF ASPHALT 0 9 +00 ( F� -- - -- 7 T T T T - BRASS DISK W/ X' �' n I XIS 24" CONC. PIPE �- r APPROXI tl� �'� � � 10 00 � 11 +00 -1 12 +00 13 00 a �O �� — —' — — 77,-- I — —�— — i — —� —- — I,^ — -— o �_ N �- T- o E _,DMH RIM I i 1 Al - - - - -- - - - - - - - - - - - - -- - -- - - - � 3a o INV IuCONC�_l i z aw INV._4'CONC (W) 1 49 w, Z _T G C - -- - w a'd — W W W — - W ____ w w _ W \c u U rno N v P— — P— — - -P— — —P 5— —P—'— — - P — - -P— 3 E 5 -� P P -P - DITCH - - - - - - - - - - - - = - - -- - - - - - ,�, �E v _P -P�DG OF ASPHALT P -P }} c°N RIGHT OF WAY _ �p `O, I 0 2 PER PLAT EDGE OF _ - - - P P P P � I a� WATER - P F CONSTRUCTION AREA V' `s DIRT PILES IN AREA CONCRETE WALL I DITCH Eo� W 6' CHAIN LINK FENCE GCB RI A = 17.63 NV. = 13-73 RIGHT OF WAY ELECTPICAL CABINET DEED K.C. #8911030809 ON CONC. PAD t a a m Q O Q n m m i E 0 O CD N Q w u � c o z U m 2, 2( 1f 1: 0 E 4 ww p - j) —iTJB C 9 +20 9 +60 10 +00 10 +40 10 +80 11 +20 11 +60 12 +00 12 +40 12 +80 1 I -- - - 24 EXIS SSMH J J 3 -- 16 EX ST EX ST SSMH 10 +12, IE - 5.5 2 0'LT + -- -- .......- 8 �-- I - - 4 EXIST STA EX IE SSMH #4 12 +52, 24. = 5.801 ' LT 0 + _ -� Sheet: 7 13 +20 F 1 5.30+ I EXI STA SSMH #1 10 +30, 261T EXIST( G GRADE @ PIPELIN E a Ld C) I .... - ............ . INSIDE NSTALL C EXI APPROXIM RED-IN-.P TING 24' TELY 23 CE PIPE (LINER 01, PIP F)- - I I (PPROXIMA STALL CU SIDE EXISTING ED -IN -P 24" CONC. ELY 18 L) CE PIPE LINER PIPE lNST INS( (AP LL CURED E EXISTIN ROXIMATEL IN -PLAC 24" CON 222 LF); PIPE LIN PIPE R I 9 +20 9 +60 10 +00 10 +40 10 +80 11 +20 11 +60 12 +00 12 +40 12 +80 1 I -- - - 24 n � 0 20 J J 3 -- 16 L T 12 -- -- .......- 8 �-- I - - 4 m - 0 Sheet: 7 13 +20 DRAWING: SS -1 /-k, a??,;'oy 00 M M ti N N �3° > W Q F IJ 4i Q U 3 a m R Q R O n e W e w E 0 m 0 m rn m rn N V e a 3 O ti C Mall ol o� 00 W U �n 0 m m' �u y 0 rn m z E 0 O 6i rn N Q 3 til ~ a'o oN Iiz Y= 00 3E Z aw a'� U f �o vE at 'E E-N oy a� S Q N A I: _ °z i m U , 0 24 20 16 12 8 4 0 WWp_ -17° l,T_r� 4, INSTALL CURED -IN -PLACE PIPE LINER INSIDE EXISTING 24" CONC. PIPE AND NEW 24" PVC PIPE (APPROXIMATELY 0 0 0 444 LF TOTAL) co 00 V) V) co rn L w N � GRASS W w z Z 2 x ou GRASS ^HT Cyr: 'A'AY I STA 20 +60 TO 21+35 REMOVE AND REPLACE 75 LF OF EXSTING4SLOPECAP (APPROX. 05% GRASS DIRT �� _ Rl T_OF ��AEDGEROF AS-HALT (IRREGULAR EDGEI ( ) EXTRUDED - -- CURBS � \ GONG. PLANTER WALL EDGE OF \ CB RIM = 0.38 ± 0.7 HIGH LAWN \ SW 1 6TH STREET Q -� %INV ,2 "NIP = IQ�B �H FIM 20 -03 ��I �� EX SSMH 6. STA 2i +35 '_'61 RIM -� r1�1.7?'MP 8_16' I - - - - CONCRETE SIGN - - ` = INV I?