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i8x 6 TEE (TYP) 0016 tor JA J, J- I I& I I I A = I A I A I I I Y I I i i A I i i -I 1 g 1 – .. ., �. � - �- _.-..� ® — AM r nI n n 9 n .111 11 n 1 ''T If 1 C 11 r, 1 '7 1 n R / +/0.62 PLAT BOUNDARY GENERAL NOTES - 1) ALL WORK AND MATERIALS FURNISHED UNDER THIS CO.VTRACf SHALL BE IN ACCORDANCE WITH THE CITY OF RENTON STANDARDS. -k I 2) SPECIFICATIONS FOR ALL PIPIR�IM�TTLESAANDDIINSTALLATION NNAND INSPECTION SHALL MEET TID! 3) MANHOLE STEPS WHERE REQUIRED SHALL CONFORM WITH APWA SECT. 63 *+- I b) ALL STEEL PARTS AND SURFACES MUST BE GALVANIZED AND COATED WITH ASPHALT TREATMENT 1 OR BETTER. - - 5) BEDDING TO BE PEA GRAVEL 6" UNDER TO 6" OVER TITS PIPE. w- ; i I WITHFAPWA STANDARDS FOR SMMECHANI� COMPACTION OF PIPES BACKFILL. . 6) REFER TO THE CITY OF RENTON STANDARD SEWER DETAILS FOR TYPICAL THE 'REGULATIONS FOR p "i I II NOTES AND DETAILS AND 7D AND STANDARDS CONSTRUCTION OF ETTENSIONS TO TILE CITY WATER AND SANITARY SEWER SYSTEM". Q Pw V I; 1 7) THE CONTRACTOR SHALL OBTAIN A STREET BREAK PERMIT FOR THE WORK REp1IRED IN TIE ROAD RIGHT -0P -WAY. "� Q % I H I� - 8) THE CONTRACTOR SNAIL CONTACT A LOCATOR SERVICE TO LOCATE AND VERIFY ALL UNDERGROUND UTILITIES PRIOR TO CONSTRUCTION. EXISTING UNDERGROUND SPRINKLER SYSTEM, GAS, 2 (Q V m h / p IN ` 6 1 WATER AND ELEC- THIS SUPPLY ARE KNOWN TO BE CLOSE To THE SEWER CONNECTION 7 / POINT. EXACT LOCATIONS ARE UNKNOWN. CARE IS TO BE TAKEN TO AVOID INTERRUPTION OP TFBSE ufILITIES. THE CONTRACTOR SHALL S.P. /00 -84 _ S.P. /00 -84 i h o / _ BE RESPONSIBLE FOR REPAIR OF ANY UTILITIES DAMAG®: / 9) THE CONTRACTOR SHALL MAINTAIN A SET OF PLANS, RED MARRING ALL EXISTING UTILITIES ENCOUNTERED AND CHANGES OF LOCATION OR p - t' :e7 m I SSAfI (5lti,1 +33.0 )Existing �R ELEVATION OF THE 57STEI BEINC INSTALLED. PORWARU THIS MARKED UP SEf TO THE ENGINEER UPON COMPLETION OP THE PRO.LECT. I D oS -8'Dd. Oa ; I %m = 286.45(ExistingJ ol^ Rim = (Adjusted) Gt�;;tY P I.E. 8" =282.3 8 ]0) ALL CONSTRUCTION AFFECTED AREAS ARE TO RESTORED IN KIND. C W C.B. B "S. D. C. 8 "S.D C.B ^ in 0 5 11) CON'IIRACTOR I3 ENCOIRAC® IO VISIT TIN: 5312 PRIOR 1O BIDDING 1^ ^ THIS PROJECT. P 1 vii 3 . 0i!..',.: -, -.- - • -,IIW� 12) CONTACT 771E ENGINEER IN THE EVENT OF AM DISCREPBNCIES PRIOR OD 2Z+5-1,5(6 (All-' 0 +00 (CAMAS AVE. N.E.J \1 i W D :: :v .k„ - - ..;�'r�. ... -T— -:: -� / / / TO MAKING ANY CHANGES, _ �� LA'1 5 t Ql ) THE CONTRACTOR KAY BE REQUIRED TO TV INSPECT THE SEWER LINE J M -_. �: W 7.F -8" o -/- �s y Existing 8'conc. S.S. '',.. h ,.' .=.c- SS n� IF SO DIRECTED BY THE PUBLIC WORKS REPRESENTATIVE. ,men 8) + 3+ �� y;— 00 ��' +iJ� ._ - . + _ 0 18 P9 Q14) A PRECONSIRI1CfI0N MEETING WITH PUBi.IC WORTS Is REQUIRED. . .__�.. Ex /,y /up - 6aJS WNn — — Exishnp 6 al. Wofa -. ., .: v. _ - - ,.;p1WWC _ � _ ._ _ `- 'T l _t =� I^ . £xisJlny /P cane. PAPS S D �.•,:::. ,.:; ,t 9 .....:. :.:.... �.- .. -.. -. .....l:: .,: .. - .. -1 Cefch 8nsln(16'Lt.,2 +57) Existing �— REMOVE NE 13th PLACE \\ ry �' - Grote = 285.28 C I SDM/( /4'Lt,1 +35.5. )Existing . Rim = 286. /4 . �.,\ P _ I.E. /2" = 279.2 I \ `� -- /E. 24 "(N -S) =2770 z '" Y 1 `_ 3 4 I`` /. E.12' (W' /y) =277.1 - }; S.P. 100 -84 I S.P. 100 -84 I ° IF Iy :; YS - + I '• iI - - — / //A��,� IN 5 - SCALE: 1� I I ,Y TAL L,01 L `` / " = 5O VERTICAL /o .,. - :? -11 .. . . ) P L - ................... ......... ... ....... _.............................. _....._.......................:....__............ ._._..............._........._. _..._.............................._....................................._.._..._..............................._............................. . ......_...................._... ... .... ;: 13 ...... ..... ....... ...... ...... ....... ....... ....... ;: .........:. ........:.........t........... 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E.= 282.7A 1N.. .. .. .. ...... ..._ .. .. ....Eir7st0027l2 '...�.. one. 'P' � ... .... ....- ..... ....... .. ....... .. -.. .. .:..: .. .. ...... - .... .. ... ... .. ....... ....... ....... ....... .. ..:.. ..... _. -. .. ..._ _ .. .:... .. ... ... ..... ....... ......... ... .. _........ ...:._:. - :... . ....... .... .. .... .. ...... .. .. .. ....... ....... ....... ....... ....... .... ....... ...... .:::::: ....... ....... .........:...... ............+.........:....... ... .. .. .. 275 .. .: .. .. ......... .....: ............ ...............:............... ...... ... .... ..:.........:. .. .... .. ....... ....... .. . .. .. ... .. ... .:. ....... ....... . .. .... ....... ... =. ...... .... S Of 7:5 .. ... ... .. .. .... .. ..... ... ... ....... ....... ....... .... .. .. ... .. ... .. .. ...... - _... ... 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Consult) g E r D E P A R T M N TO O F n ngi:nee s .: .. .. .... ... .. . . .. .. . s EWER EXTENSION .. .........:.........I... .....1.........,.... ............;... :.- - .. .. ...... _ .. ss 9.8027 26621 SF 172nd St Issaquah, WA CAMAS AVE. N.E. ......... .........1.........;......... ......... .........:...I.....;......... .........:.... .....:......................... .. :......: ..... ...:.........— :– – ...;........ .— .....: . – ..... ;......... ._........._........._........– ......... s .........,...................,. ......... :.: ....... ............................... — .... ........ ....:. __... _. ..... ....... ... -... .... ... — .:. .!. .!. ....... .. –. .. ..... ....... . — –. ..– .... .... ........ .- ._. _ ----.- ... _.. .... - -_. ..: ....... ....... ....... ...... – I ....... ....... ......- ...... ....... Phone - (N E 13th PLACE) DESIGNED DATE /3 87 - - FILE NO ....::.:: ...... ....... .. .. ..... _ . ' / Se SS o� / s�z �v , ' °fC e /YL 7 DRAWN / F� CHECKED I A- SCALE O �F�et_ ao e o � I :. : i NO. . REVISION BY APPR. DATE APPROVED SHEET I OF 2 ....--l...". . . - . sLCw " " "` 16 v — 4;Plo MAS 23, 5 +130 r/m I I& I I I A = I A I A I I I Y I I i i A I i i -I 1 g 1 – .. ., �. � - �- _.-..� ® — AM r nI n n 9 n .111 11 n 1 ''T If 1 C 11 r, 1 '7 1 n R