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HomeMy WebLinkAboutS-22620AN r.. 1* (0 1 N Z O . ' 6 ZO' I CAPPED N 3' /Z7' Z3' 26 GPPE� CAPPED TBM #3 ELEV =40.10 TOP N M N S 0 CO NC 0 SSMH RIM =41.10 WITH LEAD & TACK 4 Z1 W ~ IN MON IN CASE INV 24 "W, 18 "NE, 8 "N =3 .97 / ZJ I SIGN ON 1' BLDG #435 0061. CONIC BASE CB RIM =40.39 � � W � I ., Z INV 6 RCP E =38.84 13 BLDG #919 BOT =39.0 W � B Cw I x Q dc W N o PA „ �c 12 6 _ � FF --42.0 N � I 1 W / ASPHALT � cv xcc WV NOT 6„ 1 � CW _ E! EV 39.39 0 6 6" 6„ 6'n ~ - 14 "W •• = SDMH RIM =41.05 cam. 'c 8 RCP? INV "R ? 14 "W ca .t E -35.4 �,. INV 12 "RCP" W =34.9 10., OR 14" INV 12 RCP? N =34.7 6 G a DIRT BOT =35.1 6 G ++ O a••r Z ov oa z V �W �I a a 0 �E ca NIII .� C °' ca a c� 0 9 +50 INV 12" PVC N 33.84 W 8" PVC SE 34.40 W 24" M NE 33.97 INV 241P'C W 32.38 GP DR VEI 19 +00 �,, I o J, "D C ONC WALK GRATE IN RETW MH #29 STA. 10 +10.26 5' LT. REMDVE EXISTING MH AND POWER REPLACE VI TH NEV 54' MH SWITCH RIM = 41.1 IE 24' VEST = 32.97 IE 8' NOR TH = 34.30 (MA TCH CRD VN OF EX. 24,> IE 18" NE = 32.97 0 6" W ABA+ o GP 4� \ \CB RIM =40.68 INV 6 "RCP S =39.56 INV 6 "RCP E =38.7 INV 6 "RCP W =38.08 BOT =36.9 SSMH SUMP RIM =48.17 INV 18" NE & SW =37.4 12 +00 - -1z „p SDMH RIM =41.40 INV 12 "RCP N &S =36.5+ SILT BOT =35.8 12 +00 BLOCK 16 BLDG X435 CAPPED 15 SSMH RIM =42.24 � INV 8 N &S =35.98 i 6" CONCRETE WALL REMOVE EX. S.S.M.H. 6" 1 CW pe 96=1 me CB RIM =41.78 INV 6 "RCP W =39.38 SILT BOT =38.0 BLOCK 8 TO 4*QAY 16 CB RIM =41. INV 6 "RCP W 40.4 INV 6 "RCP E 40.0 ROT =40.5 1 ASPHALT CONC WALK IAJ C/) G W W X14-1 0 � � O + .. .. .. .. .. itzmH Q #30 STA. 13 +25 5' L T. LI RIMS TAL L NE V 54' MH W = 42.24 z 8' SDU TH = 35.79 8' NOR TH = 35.89 = U Q Ni11/ 12V C N 35.66 NOTES: W 1/ 12"p'11G S 35.61 1. EXISTING SIDE SEWER ARE SHOWN AS BEST ESTIMATE 3 OF THEIR LOCATIONS BASED ON TELEViDEO OF THE _ SEWER MAIN. THE EXISTING CONNECTIONS TO THE MAIN En wit ARE BY "Y CONNECTIONS AND THUS DO NOT GUARANTEE STRAIGHT SHOTS FROM THE CONNECTION TO THE BUILDING. THE CONTRACTOR SHALL CONFIRM THE LOCATION OF ALL K AS -BUILT CERTIFICATION SIDESEWER(S) FOR THE BUILDINGS ADJACENT TO THIS r/'� 1 HEREBY CERTIFY THAT SEWER AND REPLACE THEM FROM THE MAIN TO THE PROPERTY �'' THE ��- AND VERTICAL LINE. NOT ALL SEWER STUBS MAY BE ACTIVE. DO NOT LOCATIONS OF THE SAI�MTARY SHOWN HEREON MH #29 STA. 10 +10.26 5' L T. ARE THE RESULT OF A SURVEY MADE BY ME OR UNDER REPLACE STUBS TO THE EAST SIDE OF MAIN AVE WHERE REMDVE EXISTING MH AND NM 41.02 ' 31"3 MY DIRECTION. M14 #30 STA. 13 +25 5' LT. IT ABUTS THE WSDOT CONCRETE RETAINING WALL. REPLACE WITH NEV 54' MH W 12* MC N 33.84 ' z _ MN SIM SE 34.40 •n+i INSTALL NEV 54' MH ° 2. 435 MAIN AVENUE SOUTH (CITY RECORDS RIM = 41.1 = INV 24V C NE 33.07 F.D. RINGEL L.S. 23313 QATE_ RIM � �?c?_$w - 42.46 SHOW A SIDE SEWER TO THIS BUILDING IE 24 VEST INV' 24"P'VC w 32.58 IE 8 SOUTH - �� INV �2"P'V� N 38.66 FROM S. 5TH ST. ADDITIONAL SIDE SEWER(S) IE 8 NDRTH = =�-3'0 (MATCH CRDVN DF EX. 24") IE 8' NORTH = 9�.t�'9- INy 12'PMC S 36.61 a MAY OCCUR ALONG MAIN AVE. S.) - z Q a: SPA - ........:.........:.........:.........:... ......:.........:.....45..:.... ... © ....1� ra: .........:.........:.........:. ..... .............'.........�...... A : J. .EXIS- TI-NG- GROE.JND ; . ; .................. .........1 ........... ......;.........:..................;... ...... ;.0...... ;......... ;..... AT CENTERLINE ce er .40 ..... ...4 .a...4 % D .......................... ............................... �� 40 Q...:...... ...:.........:.........:....... ..:.........:.........III...... :.........:. .....:......... :.........:.........:.........: ................... REMOVE EXISTING SANITARY SEVER _ �= I -- - - - -_ - - -- ----= --- - -- . . . . . . . . . . . . . . . . . . r^ . �� . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . �-- EXIST. 8" -S.S. .........:........................ .........................:..... 30..:.... ...................................................... :........................................................... :.........:......... R l'�L7V.�' eXI.S TAN . EXISTING S MANHOLE SCALE ; SANITARY S 1✓ ;IrAH Horiz. 1 " = 20' • : : : : : : : : : : Vert. 1" = 5' 10+00 11+00 ; .......:....... 1Z+ 00......:.........;. ........:.........:.......13+00 ......:.........:.........:.........:....... 14+ 00. .....:................... ;..... HT 10 of 14 17 1 0 20 40 1" = 20' q 0 I ROLL1�9,�' 0 •