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to rn N r■7 G DRAWING NO. S -8 DRAWING NO. S -i DRAWING NO. S -6 DRAWING NO. S -5 DRAWING NO. S -4 DRAWING NO. W -.2 DRAWING NO. S -3 DRAWING NO. S -2 DRAWING NO. S -1 EAST KENNYDALE SANITARY SEWER INFILL PHI & WATER MAIN REPLACEMENT SEE SHEET 10 FOR CONSTRUCTION SEQUENCING NO. I REVISION I BY I [ Armft- imuLs. 17 6 S-?9SS0/ RECOMMIE E OR APPROVAL klig� WATE ' TILITY DATE ti HORN + CW/ 6thua � . 18 Zao2 �StE�F WAS s� 1 v hP� WATER UTILITY DATE ), ff FSSioNw�'�? MIN' ANCE SE CES DIRECTOR DATE EXPIRES 2- i —v ° =25D— F's ,� CITY of EAST KENNYDALE JAR 2002 SANITARY SEWER INFILL PH I & RENTON u�� DATUM m rar ac eras Planning /Building /Public woks Deft. WATER MAIN REPLACEMENT: C 8 srxc .cmxouxzr SCANNED SEP 13 2002 S — 2 9 5 5 A A 1 9 Fr% � I ) (3uj c\j N IL T TEREY AVE. N.E. UTILITIES & SPACE: AREA PER PLAT 06 1 CB —282.45 MH 42 T �EE 12 (W)-2)8.25 .. , .... / . . .. .. L- 245.09 — — — — — — — 130.00 LITE ITIES & OPEN �Va-45u 'CE AREA PER 3M.40 SP L2 P . T IE -F7 E- RK L-209.58 T-107.39 U -WW09' RZ389.84 T; I . .— ASPHALT ROADWAY, (0 RJI-282.0 (M-271. X 12* CMP (Q-2-8 T L4 IE i DD 2 RI 1 2:- t 12 50 0 THERE ARE NO SIDE SEWERS ON THIS SHEET SM 665-508 C TIO ESLQ E. IN BACK SIDEWA V-271.67 / ce -nt.ot 'IEE :�I: SSMH RIM-270.7a ..T 7 Z, JJ Lf- Ul.- (5 f VG LcP /Z. I Z76 250 ................................................................. — .......... ........... ............. I ......................... PACE JDH aRwd JDH DMC NO. REVISION BY DATE APPR I I- -6 .............. W v stQ . . . . . . . yN . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . .3169 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ONAL IEXPIRES CITY OF JAN 2002 EAST KENNYDALE SANITARY RENTON Planning/Building/Public Works Dept. SEWER INFILL PHASE 1 1600 & 1700 BLOCKS OF MONTEREY AVENUE NE S-1 2 18 SCANNED SEP 13 2002 C! ice, cY-2 >9J't02 12191 FR' 3:15-1- I NOTE.• FI SIDE SEWERS SHALL HAVE A MINIMUM C, SLOPE OF 27. FROM THE SEWER MAIN I TO THE ADJACENT PROPERTY LINES. cu SIDE SEWER STUBS SHALL BE A a- �- MINIMUM OF 6 FEET DEEP AT THE PROPERTY LINE UNLESS NOTED OTHERWISE. MONTEREY T. E. a. .,.w 665 -52.A u RR I :fiS I SPOT E S®E N\ ` MONTER U71L. POLE ELEV.-299. Date caRC m c EY C N.E. �w _ I ^ 7i' :: " f;� m�a iRmnaxunse ,V �moT> I I ,� I,ux � _ _____ rs� � 8 8 " w/,a Bl3bi. � R1L iLODR•]0.« 6 - „OPS -A!F J12 r cmc, M ASPHALT ROAaWAY I p,VSF=47 CB RiM =295.24 - \ • I iE D" CDRC (SE) =2929 —� — — \ \ t IDr � DPo \ �' CDRC •� /� .v w� I \ \ \ I , ..... axnoQSED B' WA,ER IGW 9 15 —FOOT N1DE i ,xiar N °`� / �unurr EASEMENT I I Ta MH 15 nk TEOart- 2s>.ax I — cwL nna6 -Txin JQ MD T7.723 67 =6 DRIW R (9 70.00 I �ee" "c caaxxgcR(Ew} ) -=2zsszza , I ' — � l GARAGE TO BE — =1 NEW 6" SIDE SEWER � � "1„ ',. �, „m 9E ,,>m �,,,,, vEO By 01HERS M i,.D05.29326 M RADIt•4Y1.0.S fill RLdt�2Di9G I (TYPICAL) ' wA D esE u r wMD 6AV,e T . SVT uxi a,R. °160 I „sc #1 7 i f1l ilAOM299.0.1 I C m I w/ T SIDE SEWER INVERT i� SIDE SEWER INVERT—] I I F» 31.- 8 - NTEREY AVE N.E. I 1 AT PROPERTY LINE AT PROPERTY LINE �I? I IE = 282.85 /E = 282 21 - _ - } ,P m - - I ( I I -- -- L - -- ( I-- - - - - -- 13 +00 12 +00 . 11 +00 10 +00 MR - - - - - - -- ----- ------- - g... - - - - : 3-40SS03 NEW 48" MH s RIM. = 297E ............ .3 -- -- ------ ------- - - - - -- ....... ----------------- ----------------- ............. -------- --- -- ... ..........:.. ` 3-"--""--- ........ -- ........... 3 ----------------------- --- ------- ------- ------ - IE 8" W 280 23 0 fE 8" N - 28fl: 3 ° ° - - 300 - - 2 SEE SHEET 2 = ---...-- P- R O FI LE THROUO H E AS ME N i AREA290 - ---- . ...............- ...... ............... .---------------- --------------....------------- - ----- - - - - -- .2ao_------------ - - - - -. --------------------------- :-- - - - - -- 207 -LF OF- 8 "- C900-PVC- @-0.59 .:............... ----- "85'LF'OF......... - - - 280 8" C900 PVC ®0.59 238 LF OF 8 ": C900 PVC (p -0.59 - MH 5 STA f1 +00, 5' LT 33 LF OF MH : 6 STA 13+1 0, 6.33' L T = NEW 48" MH : : = - 8" C900 PVC ®C.59 - 270- NEW - -- - - ......... . N8H ................................ lM - .= ..296 ±.:.... - - - - 270 - r?lM= = 297E lE 8" S = 281.03 .. . . .. ..... ... ----- - -_ - -- ---- - - - - -- ti - - ---- lE 8" S = 282.17 MH 4 STA 10+10, 5' LT PROFILE SCALE _ �S�aFw� "�s� IE 8" N = 281.13 NEW 48" MH _ HORIZ. 1 "=30' 9 -- 2so :................ .:. ............................... .. _ . ........ .........-- " - - - -- . -- - - " -- ----------------------=---------- - - - - -- E+�T 1 _ - -- ---- - - - - -- RlM ... 296.6E 1E 8" S = 280.50 G STEP�G\�k� OeSSIONAL EN IE 8" N = 280.60 - - - - - - - - - - - - EXPIRES 250- - - - ............... ..........-- - - - - -- - -- .... ---- - - - - -- - - -- ------- - - - - -- aADE " =30, «"o9�,°Bpiw, CITY OF JDH EAST KENNYDALE SANITARY p JAN 2DD2 JDH RENTON oR.m .JL Eu�o� i DAiDM SEWER INFILL PHASE 1 Dmc Planning /Building /Public Works Dept. S —`Z NO. REVISION BY DATE APPR 1700 BLOCK OF MONEREY Cr NE s -18 LH SCANNED SEP 13 2002 C r� : T- d,9 7o 3 S 1421 5 S A a / A n- L 176 FR - R11L:_wN& 3-� - 8 c� j*% SANITARY SENER STUBS 9fALL CROSS UNDER EYJS77NG j 16' WATER MAIN WTH A MIN. 12" ICRTICAL CLEARANCE Ir<r Fv IRA 9 Al rr r im, _w �.�w ' m 8ssopT 3 W`9 T I yl 8 A 'PS —mQ, R. tg HE ASPHALT ROADWAY F--- — r-- I ___c: I MN JV THp-. Si. N. E. 1 If GL 5 R -_2 L it _�� D! 60*" l / N E. 16 ST. .17 2145 T T 40. W/W �T P- T; NEW 6" SIDE SEWER (TYPICAL) NOTE- SIDE SEVERS SHALL HAVE A MINIMUM SLOPE OF 29 FROM THE SEWER MAIN TO THE ADJACENT PROPERTY LINES. SIDE SEWER STUBS SHALL BE A MINIMUM OF 6 FEET DEEP AT THE PROPERTY LINE UNLESS NOTED OTHERWISE. 2+00 ................ ------------------------ 3 -- +00 4+00 5+00 .................---------- ------- ---------------- ------------------------------ -------------------------------------------------- Ex MIA STA 4+13.74, 5' K-I RIM = 303.30 IF 8" E 293.20 ........... . --------------- ------------- ----------------------------------------------- �o 1E 8" 5 = 293.30 01 cl o lo 310 --------------------------------------------- ---------- ----------- ....................... --------- ------------------- ---------- :o ------------- -------- ------------------------------ 300 ----- ----------- ------ — ---------- .. ..... -------------- ................. ................ ------------ 296 LF PVC 9 1.599' ....... ... ......... ------ -------_----- ---------------- ---------------- ------- ......... ... 290: . . . . . . . . . . . . . . ... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . - - - - - - - - - - - - - - - - - 290 . WAS,, IP - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - PROFILE —CAJS 280 - - - - - - - - - - - -- - - 23169 280 ................... ------------ -------- ----------------------------------------------------------- --------------- Is SSI NAL .................. ------------- -------- --------- --------- .................................... 'HORIZ. VERT. 1 10 EXPIRES ' ................................. --------------------------------------------------------------- PACE -r A M%f JAN 2002 CITY OF EAST KENNYDALE SAM 1 fArl T JDH RENTON JDH SEWER INFILL PHASE 1 DMC Planning/Building/Public Works Dept S-3 2100 BLOCK nrKlrlrTU wwp.jp.?. Zgtl NO. REVISION BY DATE APPR — LH 4 18 SCANNED SEP 13 2002 LL 176 F iS2 o� 8 m to CO fJ STA 10+32, 132' RT LO SIDE SEWER INVERT-"' NEW CO PER STANDARD DETAIL m AT THE PROPERTY LINEI BW18D, SP PAGE B076.1 124 LF OF Lj ME=— PROPOSIM fi* WIN MAW SPICE E. FACE EL V.-311,65 ell uj NOTE. NEW 6" SIDE SEWER SIDE SEWER INVERT SIDE SEWERS SHALL HAVE A MINIMUM (TYPICAL) AT THE PROPERTY LINE SLOPE OF 27. FROM THE SEWER MAIN 1E 29Z41 TO THE ADJACENT PROPERTY LINES. SIDE SEWER STUBS SHALL BE A MH 119 STA 12+25, 5' LT_ PROPERTY LINE UNLESS NOTED OTHERWISE. NEW 48" MH RIM = JOZ 51- MH #8 STA 10+80, 5- LT RIM = 302,49 Sc Cc x0 wo 9 :310 49 LF: OF PACE JAN 2002 Ak CITY OF RENTON Planning/Building/Public Works Dept. S-4 DMC NO. REVISION BY DATE APPR 1800 & 1900 BLOCKS OF BLAINE AVENUE NE LH SCANNED SEP 13 2002 —S Lsj—j2jcT)5[51TA 0 FR 3�54 LO rn fv a- NOTE.- THE SIDE SEWERS FOR THESE THREE HOUSES SHALL BE SET AT A SLOPE OF 21 FROM THE SEWER MAIN TO THE ADJACENT PROPERTY LINES. TCAMAS AVE. N.E. / T CN V ' m Riu -]m.tfi • � �� Ewlwr �� --I w 6 CMG -:9s // LL a w 6-ca6aRE) -]m. E�,iam wsaa I I W u�� / w/ 6�grolr I / 9r/ w eA9mEr 9m.E m i CMC wAIK �� E 6 "CMC(Np� NJ e � PRWOSED B WAIEA YAYI R r -- -&1663-72-9 TOP of MOH IN CASE — — pFyaW&OB x_n ASPHALT ROA..AY �W9� G R % YH 111 I wtrta N 1ff. / 9� ` �— O EK fIL�O -].lam / _ra6c wux_ _ p r/ Ro eAV9exr 2 0)__ B1 687 >I1 Po t2" CPE➢)(SE�3m} Z I F9L (1235 H9E / 1901 ' _ n w/ eASE11mEr I w/f BA41'QlZ r I Et¢- I E.�t • ,RSIIX ]02-99 \ i SIDE CSU�Po 30 �R -E w) =tB6.a F-H \ SLOPE EOF 27 FROM THE SEWER MAIN NEW 6" SIDE SEWER TO 77-IE ADJACENT PROPERTY LINES (TYPICAL) SIDE SEINER STUBS SHALL BE A MINIMUM OF 6 FEET DEEP AT THE PROPERTY LINE UNLESS NOTED OTHERWISE. 1+00 2 +00 3 +00 4 +00 5 5 +00 ---------- ----------------- ---- — -------------------------------- EX MH STA 1 +00.83 9.23' RT: : MH E : : : - N --- --- ---- -5 - - -- ----._.......: ..----- --- ...._.:.............. . -- . . -----_---------------- - -- ------ ------------- - ---- - -- - 0 ------- ---- -- --------------- — -- -- -- ------- - - -------------- IE 8" W = 286.40 o o E E: : : : : I IE 8" N = 288 04 lE 8" S = 286.50 310: . ° . .�v... . ..... .. - ------ _..... .... ... ...._... n3.. a a�... . ..._._... .._.. __ _ . - _ _ - _ _ = 310 ..._..__..______...______...... _ _______._________...._ PROFILE SCALE 300: _ �......- - _ a a° : : = 300 : H HORIZ.:1 " =30' --------------- - ---- ....- .._...-- -- ----- ......_.. ..----- --- - - - --- - -........------------------...................... .......... ........._..................... � ....-a - - - -- - ----------------------- - - - - -- — ---- - - - - --- '-- " " '------- " '----_---------" . ...... 290: : : : : : : 290 : : : : HDR / 385 LF OF 8" C900 : PVC ©0.4Z _ 280 _ _ 5 _ / G(STEP ----------------------- ------------------------------- ----------- ------ --------------- ------ - - -- - stxsaa snwe a,e PACE ° =30• 1°i, "°"� x} CITY OF EAST KENNYDALE SANITARY ZDD2 JDH .� JDH R E N TO N E9FF: I ' DATUM ° tl4x DMC �""�- SEWER INFILL PHASE 1 _ Planning /Building /Public Works Dept. S -5 NO. REVISION BY DATE APPR ^"" 1800 & 1900 BLOCK OF CAMAS AVENUE NE s -18 c SCANNED SEP 13 2002 C l] ,^ J � 1�6 S - 2 , 5, F5TATP 76 ' in Ln rn ri N NEW 6" SIDE SEWER (TYPICAL) L NDIE Rhin OF WAY W MS AREA PER i t AMS PROVED BY MY OF RENION NOTE.• SIDE SEWERS SHALL HAVE A MINIMUM SLOPE OF 29 FROM THE SEWER MAIN TO THE ADJACENT PROPERTY LINES. SIDE SEWER STUBS SHALL BE A MINIMUM OF 6 FEET DEEP AT THE PROPERTY LINE UNLESS NOTED OTHERWISE. pi'm1mr-m-, CO #2 STA 4 +45, 30' LT PVC @ 0.4% CO #1 STA 3 +03, 30' LT NEW CO PER STANDARD DETAIL NEW CO PER STANDARD DETAIL BW18D, SP PAGE B076.1 BW18D, SP PAGE B076.1 RIM = 316.5± RIM = 318.8± IE 8" = 309.87 IE 8" = 308.82 Sm"SS07 8 +00 7 +00 6 +00 5 +00 4 +00 3 +00 2 +00 0 1 +00 0 +00 - ............................ ................ — : -°. E _° o E E _ _ -- --w -------- -- - - -- -------------------------- :EX MH _ ° _ o � . cl - ---- RIM 294.15 — - E - : : : : :IE 8' N = 307.20 :. - .1 - JN u .o - ....._.. _ - -- .N ...:.. °�. ° Jn - ------------------- ------ - - - --- g� - - - - - -- — ---- < - < a _ ------ _ < --------- _-- - - - - -- - -- - — _---- -- --- --- --- - -- - -- - - - - -- - ------ _ _ _ _ . :310 - -- - - - - ------ . ... ... .......... -OF ----------------- = _ _ _ ...301 LF 8" PVC � 0.49 - � -- - --------------------------- ---- ------- -- ----- ------- -- - - -- --------- --- ----- ------ -----------:---- - 238 :LF OF 8" PVC: ® 0.49 : = 228 LF OF 8" -PVC 5 0.49 MH #15 STA 7 +50, 5' RT : : € 300...........------------------- NEW-54 » -MH -- (TYPES)......:... MH.. 114 STA. ..._ ......... o `� o - TA 5' 5'- R_F------ MH-�12_STA_nr71,_S'_RT -- — - — 3.00 = RIM = 317.8E NEW 54 MH (TYPE B) : J _ NEW 48" MH = REMOVE =EX C O. AND REPLACE lE 8" S = 31D.94 RIM = 316.0± J _ RIM = 318.3± WITH NEW 48" MH : IE 8" S = 309.64 <� a °A IE 8" S = 308.59 RIM = X21.7± 290 .. . .. _ ............. ........................... ............................... lE- 8 "- Al .. 309.74- ..... . .:.. ....... _ :...... _ ..... _ ...:... a . = !E 8" NE =308 69 lE 8" S -- 307 58 _ _ _ 290 — - - - - -- — --------- -- ----- - - - - -- - tiOR ------------------- _ _ IE 8" W = 309.74 IE 8" E = 308.69 = IE 8" N.= 307.68 : : 1`� EOF WASyw�J�p 1E 8 W 3 08 69 T = 9 MH 16 STA : 3 +24, 35.75': RT : PROFI- LE- SCALE ......... - NEw 4s" MH :............... - - -_ 2,69 a � RIM = 317.4E 9o�FC+�Ga� H ORI Z. 1"=:30' : IE 8" SW = :308.83 : - 34 LF OF : : : S/oNnL�' VE R T. 1 " =10 ' IE 8" E = 308.93 (2 LF OF 8" PVC W/ :CAP) 8" PVC @ 0.47. : _ _ _ EXPIRES ` 5-(j --------- - - - - -- - - -- - - - - - -- ---- - - - - -- -- - - - - -- ---- ................... . om HE " =30• " , CITY OF EAST KENNYDALE SANITARY ,�, 2002 tE RENTON P4£ JDH m-7 SEWER INFILL PHASE 1 DMC { DATUM plDnning /Building /Public Works Dept. S-6 NO. REVISION BY DATE APPR a: LH 2400 &2500 BLOCK OF 8 vac: SCANNED SEP 13 2002 s S- 2 5 F5 TAtn ISU-16L 17:6 :FR' 30vff to CL � m 10 r ID LT ROADWIY 17 4 NEW 6" SIDE SEWER NOTE. (TYPICAL) NOTE. THE SIDE SEWERS FOR THESE THREE SIDE SEWERS SHALL HAVE A MINIMUM HOUSES SHALL BE SET AT A SLOPE SLOPE OF 27. FROM 714E SEWER MAIN OF 2% FROM THE SEWER MAIN To 77-IE ADJACENT PROPERTY LINES! To THE ADJACENT PROPERTY LINES. SIDE sEwER S7UBS SHALL BE A MINIMUM OF 6 FEET DEEP AT THE PROPERTY LINE UNLESS N07ED 077-IERMSE s+cm ,+o ^+u ,+o _____c+o __---,+oo ------------------------------- NEW 48" MH NEW 48 p :320 j j ------- : ----- ------------------------- PROFILE SCALE 0,, GISTV JAN 2002 IACE JDH g/Building/Public Works Dept. SEWER INFILL PHASE 1 S-7 NO. REVISION BY DATE APPR 2400 BLOCK OF DAYTON AVENUE NE 8 -.18 LH SCANNED SEP 13 Zooz- -6 FR' 15 7 NEW 6" SIDE SEWER N r- (TYPICAL) F ---------- c� — — SIDE SEWER INVERT SEWER INVERT AT PROPERTY LINE AT PROPERTY LINE 1E = 290.40 IE 289.98 !SIDE SEWER INVERT\ MONTEREY,,, N.E. IA T PROPERTY LINE T 7 BM 653 1 47.2— 1 1 1E 29a8i TOP OF MON N CA E I ; ". T ' Wm�T T ELEV-302.19 2- T A X7M /m �7- �T .�T�mm r E- -4-1.2; S IDE A T IE 0 W= 9.9—,- —�IT T �E' T YRra —IT "le iL Lo a Afff iF 9 R A' AY 7 H T 7 01— E Ir E -.1 IE U —.1 SIDE SEWER INVERT �47 4V AT PROPERTY LINE cf) w/� 1E Fga-gj Z L -..T rt �2_ T -.T I —r T I T — J.r — w— —1 C4 SIDE SEWER INVERT SIDE SEWER INVERT- SIDE SE IN VER T 30 AT PROPERTY LINE AT PROPERTY LINE AT PROPERTY LINE SIDE SEWER INVERT W z 1E 290.98 1E = 290.35 1E 289.88 AT PROPERTY LINE 1E 2& SIDE SEWER INVERT SIDE SEWER INVERT AT PROPERTY LINE AT PROPERTY LINE 1E = 289.36 IE = 295.00 NOTE. SIDE SEWERS SHALL HAVE A MINIMUM —SIDE SEWER INVERT SLOPE OF 29 FROM THE SEWER MAIN AT PROPERTY LINE TO 774E ADJACENT PROPERTY LINES. 1E = 289.84 SIDE SEWER STUBS SHALL BE A MINIMUM OF 6 FEET DEEP AT 774E PROPERTY LINE UNLESS NOTED 07HERMSE. -------------------- -------------- ..............7+00 6+00 5+00 .. ................................................... ................. ---------------- ..............4+00 ......... ........................3+00 .. ------------ -------------------2+00 ------------------ --------------------------------------------- MH #21 STA 7-i 15, 5' RT MH #20 STA 4+29, 5' RT MH #19 STA 1 =+90, 7.5'LT: NEW 48" MH NEW 48" MH S-4-29 5-50!9 NEW MH -------------------------------- RIM. JD2. O�±.: ------------------------------------------------------------------- ..........M - .. .... - RIM ..= . .J oz ---------- --------------- - -- . It 8" S = 290.01 1E 8 S = 288.78 : " YE 8" S = 287.74 EX MH STA 1+95-84, 131' RT IE 8 N = 287.84 1E 8 - N = 288.88. RIM = 29415 IE:8" S - 985:65 ---------------------- ----------------------------------------------------------------------------------------- ------------------------ -------- --------------------------------------- ---------------- ----------------------- ------ - -- -- - 1 -8"- _w -_ - - 2_8 ------------------- oo� g I I - it: — 2 5.75 m E 0 0 310 a E E I o '5 o, o 310 ----------------- , - -1. - - -------------------------- ----------- 6� ------- ---------------------- ----- _g --------_-- -------- ----------------- -gp 2 --------- ------------------- A ---- ------- - --- -------- - ------ ------------ - --- -- ------ - ----- x_ g!2 g o o o o PROFILE SCALE 2 ... HORJZ.__]"=30 ......... 300 ----------- ' - ----- ------ ---- ----- ---------- .............. .. .. ---- .. ................ ------------- -- . �00 ---- -- --- . ... -- ---------------------- o Vn0 k. VERT. I"=10 f WAS 290 -290 .... ------------- ------------ ....... .................. -------------------------- --- --------------------- ---------- -- ---------------------- ................ ...... o IS 282 T:: 8 C900 PVC x:0.49 235 LF OT: C900 P Ac 0 0. 47. - 120 - LF: OF 81, PVC C 1. 66Z EXPIRES 280: ....................................... --------------------------------------------------------- PAC_M CITY OF JAN - JDN E zj 7M RENTON EAST KENNYDALE SANITARY 2002 JDH DMC Planning /Building /Public Works Dept. SEWER INFILL PHASE 1 NO. REVISION BY DATE APPR S-8 LH 2400 BLOCK OF MONTEREY AVENUE NE -18 9 SCANNED SEP 13 2002 0- iD 2PX-r 0 E A IR AML 17-6 �FR 158 q m z G) z z c z m m -'F Bj z z m z m m -IF1� o 0 m o z In Lb Cl) N n N r7 G i r -o• T 6- PAY LIMIT TRENCH BACKFILL 6' -0" FOR 8 " -6" SEWER LINES 3' -0 FOR ALL WATER MAINS SEE DETAIL FOR STREET RESTORATION REQUIREMENTS SUBSEQUENT BACKFILL MATERIAL (NATIVE IF APPROVED BY ENGINEER) OR IMPORT PER SECTION 9- 03.12(1)C (SELECT BACKFILL) OF THE SPECIAL PROVISIONS. PROPOSED 8" SEWER PIPE PROPOSED 8" WATER PIPE FOR SEWER PIPE: PIPE ZONE MATERIAL PER SECTION 9 -03.16 BEDDING MATERIAL FOR FLEXIBLE PIPE. FOR WATER PIPE: PIPE ZONE MATERIAL SHALL BE NATIVE MATERIAL UNLESS DEAMED UNSUITABLE BY THE ENGINEER, THEN PIPE ZONE MATERIAL PER SECTION 9- 06.13(3). EXCAVATION OF UNSUITABLE SOIL AND BACKFILL OF FOUNDATION MATERIAL (IF NECESSARY) DEPTH AS APPROVED BY ENGINEER. MATERIAL SHALL MEET SECTION 9- 03.9(1) BALLAST 8 " -6" C900 PVC & SDR 35 PVC SEWER PIPES TYPICAL TRENCH BEDDING AND BACKFILL NOTES: 1. PROVIDE UNIFORM SUPPORT UNDER BARREL 2. HAND TAMP UNDER HAUNCHES. 3. COMPACT PIPE ZONE MATERIAL TO 90% MINIMUM DENSITY EXCEPT DIRECTLY OVER PIPE WHERE COMPACTION WILL BE HAND TAMP ONLY. 4. PIPE MUST BE ANCHORED IN SUCH A MANNER AS TO ENSURE FLOW LINE IS MAINTAINED. 5. ALL EXCAVATION AND BEDDING AND BACKFILL MATERIALS BEYOND PAY LIMIT OF TRENCH SHALL BE INCLUDED WITHIN THE TRENCH EXCAVATION SAFETY SYSTEMS BID ITEM. CONSTRUCTION SEQUENCING 1. ALL CONSTRUCTION, INCLUDING FINAL RESTORATION, IN NE 16TH ST SHALL BE COMPLETED PRIOR TO JULY 1, 2002. 2. ALL CONSTRUCTION AND FINAL RESTORATION OF EACH STREET SEGMENT SHALL BE COMPLETED PRIOR TO BEGINNING CONSTRUCTION ON THE NEXT STREET SEGMENT. AN EXCEPTION WILL BE MADE IF THE CONTRACTOR USES MORE THAN ONE CONSTRUCTION CREW. THE CONTRACTOR MAY THEN BEGIN CONSTRUCTION ON A SECOND STREET SEGMENT HOWEVER, ALL CONSTRUCTION ON THE FIRST STREET SEGMENT SHALL BE COMPLETED PRIOR TO BEGINNING C-NSTRUCTION ON A THIRD STREET SEGMENT. � taiw�p- y�_ =9m 12" TYP TRENCH (SEE DETAILS) PAY LIMIT OF TRENCH PATCH PAYMENT ASPHALT CONCRETE PAVEMENT RESTORATION DETAIL NTS SAWCUT FINAL JOINT TYP. EACH SIDE EXIST. ASPH. CONC. PAVEMENT, TYP. 3" CL 'B' ASPHALT CONCRETE PATCH 6" CRUSHED SURFACING TOP COURSE BACKFILL (SEE BEDDING /BACKFILL DETAIL) NOTES: 1. ALL TRENCHES IN ROADWAY AREAS SHALL BE BACKFILLED AND PATCHED PER SPECIAL PROVISION 5 -06.1 AT END OF EACH WORK DAY. THIS WORK IS INCIDENTAL TO ALL TRENCH RESTORATION WORK. 2. THE FINAL SAWCUT JOINT SHALL BE A MINIMUM OF 1' BEYOND THE UNDISTURBED EDGE OF THE TRENCH. 3. ALL ASPHALT PATCH AREA OUTSIDE OF PAY LIMIT SHOWN SHALL BE CONSIDERED INCIDENTIAL TO OTHER ITEMS OF WORK. 4. ALL TEMPORARY PATCHES ON TRENCHES SHALL BE PERMANENTLY PATCHED WITHIN (2) WEEKS OF COMPLETION OF WORK WITHIN THE ROADWAY AREA UNLESS APPROVED BY THE ENGINEER. ROADWAY RESTORATION STANDARDS ROADWAY REBUILD: BLAINE AVE NE (1800 BLOCK TO NE 20TH ST), CAMAS AVE NE, DAYTON AVE NE, MONTEREY CT NE AND MONTEREY AVE NE (2400 BLOCK) REMOVE ALL EXISTING ASPHALT AND SUBSTANDARD SUBGRADE MATERIAL AND REPLACE WITH 6" CRUSHED SURFACING TOP COURSE AND 4" OF CLASS B ASPHALT CONCRETE PAVEMENT (TO BE DONE IN 2 -2" LIFTS). ALL ROADWAYS SHALL HAVE A 2% CROWN WITH THE CENTERLINE ELEVATIONS GOVERNED BY THE EXISTING GUTTER ELEVATIONS. DAYTON AVE NE (NO EXISTING CURBS & GUTTERS) SHALL MATCH PRECONSTRUCTION ELEVATIONS. ASPHALT PATCH & OVERLAY: MONTEREY AVE NE (1600 BLOCK) AND EDMONDS AVE NE PATCH UTILITY TRENCHES PER ASPHALT CONCRETE PAVEMENT RESTORATION DETAIL AS SHOWN ON THIS SHEET. THE CONTRACTOR SHALL PROVIDE CURB TO CURB ASPHALT GRINDING WHERE THE NEW OVERLAY TRANSITIONS TO THE EXISTING ASPHALT. THE ASPHALT GRINDING DEPTH SHALL TRANSITON FROM 0 INCHES TO 1 Y2 INCHES WITHIN 20 FEET. MONTEREY AVE NE SHALL HAVE A 20 FOOT LONG, CURB TO CURB GRIND AT THE SOUTH AND NORTH ENDS OF THE PROJECT AREA AND AT THE TRANSITION TO NE 17TH PL. EDMONDS AVE NE SHALL HAVE A 20 FOOT LONG, CURB TO CURB GRIND AT THE SOUTH AND NORTH ENDS OF THE PROJECT AREA AND A MINIMUM 6 FOOT LONG GRIND AT THE TRANSITION TO NE 25TH ST. ASPHALT OVERLAY SHALL BE 1 -Y2" OF CL B ASPHALT AND BE FULL STREET WIDTH TAPERING TO -Y4'• AT THE GUTTER. ASPHALT PATCH: NE 16TH ST AND BLAINE AVE NE (NE 16TH ST TO 1800 BLOCK) PATCH UTILITY TRENCHES PER ASPHALT CONCRETE PAVEMENT RESTORATION DETAIL AS SHOWN ON THIS SHEET. REVISION ..__PACE AS SHOWN JDH o� JDH f� DATUM DlAC CONSTRUCTION NOTES 1. CENTERLINE STATIONING IS BASED ON EXISTING CITY MONUMENTS FOR ALL STREETS IN THIS PROJECT. 2. VERTICAL CONTROL DATUM BASED ON NAVD 1988 (IN FEET) CITY BENCH MARK # 250: ELEV. = 307.11 FEET (93.606 METERS) TOP OF 1/4" BRASS PLUG SET IN CONCRETE MONUMENT 4' EAST OF CENTERLINE INTERSECTION OF ABERDEEN AVE NE. AND NE 16TH ST. CITY BENCH MARK If 71: ELEV. = 284.63 FEET (86.756 METERS) TOP OF ROUND MONUMENT IN MONUMENT CASE 4' EAST OF AS -BUILT INTERSECTION OF ABERDEEN AVE NE AND NE 12TH ST_ 3. UTILITY CROSSING LOCATIONS AND ELEVATIONS SHALL BE DETERMINED BY THE CONTRACTOR IN ADVANCE OF ANY CONSTRUCTION ACTIVITIES. 4. EXISTING PRIVATE IMPRO BddENTS S.':"..LL BE TEMPORARILY RELOCATED AND PERMANENTLY REPLACED TO ACCOMMODATE SERVICE CONSTRUCTION. 5. STATIONING SHOWN IN CENTERLINE OF ROADWAY OR SURVEY CONTROL LINES AS DEFINED BY THE CONTROL POINTS. 6. ALL MANHOLES SHALL HAVE LOCKING LIDS. 7. MATCH FINISH GRADE WITH ALL MANHOLE LIDS. 8. PROVIDE AS -BUILT INFORMATION SHOWING ALL INVERT AND RIM ELEVATIONS OF MANHOLE AND SIDE SEWER VERTICAL AND HORIZONTAL LOCATIONS. 9. INSTALL SEWER MAIN AND SERVICES A MINIMUM 2' FROM PARALLEL GAS LINES WHERE CONFLICT OCCURS. 10. ALL CEMENT CONCRETE DRIVEWAYS AND ALLEY APPROACHES SHALL BE 6" THICK. (IN ACCORDANCE WITH STANDARD PLAN X006, DRAWING #FRO1N)_ 11. REPLACE ALL DISTURBED CURB & GUTTERS IN ACCORDANCE WITH STANDARD PLAN # F008, DRAWING # FRO5 AND STANDARD PLAN # F001 "CEMENT CONCRETE CURB AND GUTTER_- 12. REPLACE ALL DISTURBED SIDEWALK IN ACCORDANCE WITH STANDARD PLAN # F007, DRAWING # FRO2_ 13_ WHERE UTILITY PIPE LINE VERTICAL SEPARATION IS LESS THAN (1) ONE FOOT. INSERT ETHAFOAM HS 600 PLANK -FOAM BOARD OR EQUAL AS CLEARANCE SEPARATION. 14. SIDE SEWERS SHALL HAVE A MINIMUM SLOPE OF 2% FROM THE SEWER MAIN TO THE ADJACENT PROPERTY LINE. SIDE SEWERS SHALL BE 6' -8' DEEP AT THE PROPERTY LINE UNLESS OTHERWISE NOTED ON THE CONSTRUCTION PLANS. s 6 # NORM - \S�EOFWASH,H is �P Ep9 9 23169 Q EOl, FGISTEPE SS�ONAL E�1G EXPIRES -7 _n CITY OF EAST KENNYDALE SANT ARY JAN 2002 RENTON SEWER INFILL PHASE 1 Planning /Building /Public Woks Deft. S_9 c X18 10 SCANNED SEP 13 2002 6 # DRAWING NO. S -8 & W -G DRAWING NO. S -7 & W -5— DRAWING NO. S -b SEE SHEET 10 FOnr CONSTRUCTION SEQUENOINO f L I I NE 20TH ST G ill m m m i 1 RECOMMENDED FOR ,'APPROVAL m i m WASTEWATER UTILITY DATE G L/I m — - WATER UTILITY DATE -- m - -- -- (� MAINTENANCE SERVICES DIRECTOR DATE JAN 2002 nce CITY OF EAST KENNYCALE JDH DH ,, DATUM Plannin Buildin /Public Works Dept �� 9/ RENTON P SANITARY SEWER INFILL 1 LHC WATER MAIN REPLACEMENT � , ,s NO. REVISION BY DATE APPR"°O°MO'' SCANNED S- .( 1 TF151H: s� DRAWING - DRAWING • , • DRAWING - DRAWING DRAWING NO. S-2 & DRAWING SEE SHEET 10 FOnr CONSTRUCTION SEQUENOINO f L I I NE 20TH ST G ill m m m i 1 RECOMMENDED FOR ,'APPROVAL m i m WASTEWATER UTILITY DATE G L/I m — - WATER UTILITY DATE -- m - -- -- (� MAINTENANCE SERVICES DIRECTOR DATE JAN 2002 nce CITY OF EAST KENNYCALE JDH DH ,, DATUM Plannin Buildin /Public Works Dept �� 9/ RENTON P SANITARY SEWER INFILL 1 LHC WATER MAIN REPLACEMENT � , ,s NO. REVISION BY DATE APPR"°O°MO'' SCANNED S- .( 1 TF151H: s� Lr)i LO N M 1 ! f v 31r y r =R \ ..:x- C LS5 NOTE.• ul SIDE SEWERS SHALL HAVE A MINIMUM CD tV SLOPE OF 29 FROM THE SEWER MAIN t� TO THE ADJACENT PROPERTY LINES � SIDE SEWER STUBS SHALL BE A , d � MINIMUM OF 6 FEET DEEP AT THE PROPERTY LINE UNLESS NOTED OTHERWISE. I I I I i I I cd b ?iii MONTEREY E. I u . s RR. 9m \ • .•_ M. • _ •••• E � 0n. POE E 2 A MON TEREY N.E. oCOmN,r ` N ASPHALT 40a0WRY kK i I \ \ ^•••an ` "` I I .// •D BASFIO,i I CB R u 395 R4 C _ ..J - - E B' CIXUC. (SC) 292.9 �. ® vyy y a,m carne ,y \ i I : 1 oa:vE • s — \ !1_13 % -- � , L;LR--MW xwposm a- mm? /ax / (— f5 —f010i WE s °n \o / l unnr�T vro ewsaurr s6„ i�. N J I` �c f"as"`.\` I .MO,ewwveexr c 7 I awe: D I C / / — ¢ �'• T-3267 .., -._. pp _� R'70.00 T20• B I 1 1 P To BE NEW 6" SIDE SEWER �,„a III ff xsr �,m ff s,aa BY open — I— I I I A I (TYPICAL) /W aw9[uu„ z T %MOBag,�,T waw I •STE�,-° I v6„r NO NEW SIDE SEWER FOR LOT 4 (PROPERTY TO BE I,�N TEREY AVE. N. E , NO NEW SIDE SEWER , SERVED TO WEST) - - - y 1 FOR LOT 3 /(PROPERTY TO BEI -- -- _ 13 +00 SERVED TO WEST) 12 +00 11 +00 10 +00 - y - El NEW 48" MK - _ RIM " 29 724 - 297. &2 300:... -. -..D - - � of _ - _... .. _ ---- --- ---- -- -- - - - - -- - - z-fr 286.72 -- .............. IE 8� W �-s� 28s.s2 ,... -... lE 8" N -- 300.- AdH 2 SEE SHEET 2 290..... C,. ----------- - - - . -...:- 290 ..:..................... �'9i z LF OF 8" PVC Co? 8§9- 89.6 8� LF OF 13 +09.2, 6.2' L T ,Z. ,n 7Z• , T - 0.69 MH STA 212 8" PVC @ 6 5� 280 33 LF O LF 8 PVC ®,� -NEW 48" MK - 0:69 - - 2 �F 10 +89.9, 5.5 L T 81Y PVC U 0:-59 1' .......... 280 RIM = 29701 MH #5 STA f! i-e& ;5' T INSTALLED AS - IE 8" S = 289_ -00 288.81 NEW 48" MH: DESIGNED_ 270..... 295.57 _ ...... _ 270 - ------ - - - - -- .... ............. .. 1E 8" S = 205'66 287.52 MH 0 +08.7, 4.8 L 4 ST PROFILE SCALE lE 8" N = 287z96287.62 NEW 48" MH NORIZ. 1"=30' Hp:- _ _ _ _ _ _ _ _ RIM ..= ..z�96 -6-� 296..33... - . — 1.7 1 -O, lE 8" S = n o 286.88 1E 8" N =287:44r 286.98 250... 5 5 ACE g CITY 'OF AS —BU,L T jDH EAST KENNYDALE SANITARY 2002 AS CONSTRUCTED INFORMA77ON PROVIDED APRIL 17, 2002 BY JDH E { DATUM SEWER INFILL PHASE 1 ° wwp ,� _ a;�HENRY RR W. COA TES OF COA TES SURVEYING SERVICE NO_ REVISION BY DATE APPRL+CY t Planning /Building /Public Works Dept. I%(� OF NE 3 28 Q SCANNEOPM. 292cap At 5= 2?, --r-� I E to I to _ o � I I ■ ■ _F -I a - rr .I m SAMTARY SEMER SYMS I I I Sm4LL a40.SS M1bER EX57WG w ri 78• IYA7ER MAW IMIH A AA7V. I '. I I ! I - I I 12' MUMAL ,CLEARANCE I= sl F �� �■ � I _ WAS BAAg1pr NRID BAY1m,T .T / 4' ,�. 1 _ iI ■ 1 r r{ r C) T. �= c W �J I _ _ _ y k _ •. _ _'� 35�nn.? ROAOwav I I - I :- � - __ g E g AN 07 N.E 16M ST. NorE SIDE SEWERS SHALL HA VE A MINIMUM _ f 4� SLOPE OF 29' FROM THE SEWER MAIN TO THE ADJACENT PROPERTY LINES ee k ! ( ! SIDE SEWER STUBS SHALL BE A M /N/MUM OF 6 FEET DEEP AT THE - -_ ..1sTH sr� W. N.E PROPERTY LINE UNLESS' NOTED OTHERWISE � Io_ _ I - ■Wg,p,i Njp BI.41df iWL AAg2�]08W I W/B�YLFNf _ ii:r i I .. I I n� Pm :i a I NEW 6" SIDE SEWER (TYPICAL) , . 1 +00 - -2 +00 3 ±00 4 +00 5 +00 1+14.2,- 4.4' RT r ST -M1. _ MH #7 STA1= Dx.e zi -j_ -3r - - S -2�S' NEW 48" MH --- - - - - -- --- ---- - '' � 2G3 �0 RIM -- 3B�-B= X307.47 - - _ - - - - - -- - -- - - -- - - -- -- lE 8 E iE 8° W = 293.30 297.77 INSTALLED AS 310 _ .. - - ----- -- - --- ----- --- - - - - -- - - -- -- - - - -- --.-...-------....- DESIGNED 310 309 3 o _ - -- - ;;- - - 0Q - - -- - ` - i z�JG LF OF B" PVC p - 299.5 290 - x.499........... ....... - - - - - -- -.-- .290---- - - - - -- 280 PROFILE SCALE ........ _ -. -... 280-...."...... - _ _ _ _ HORlZ. 1 „ =30 .... ............... -- - - - - -- -- .---- - - - - -- VERT. 1. 10' ""'� P1 JAN 2002 AS —BU /L T DACE � ,-_3D• � �°� 42W CITY OF AS CONSTRUCTED INFORMATION P,ROWDED APRIL 17, 2002 BY �oH EAST KENIVYDALE'SANITARY JDH R E N TO N I � SEWER INFILL PHASE 1 HENRY W. COATES OF COATES SURI/EYING SERIi10E DMC ` F Planning /Building/Public Works Dept. S -3 B NO. REVISION BY DATE APPR� scn: 4 1.8 4 LH � 2100 BL�IC'OE' NE 16TH ST w�•t7 -t�lT' SCANNED tO 219 wor -e : 9- s a67 EHM -�A F 11 19, 31 Fw 1Y' Y” U) U) N N CL L x6E /34,2 Ox.�4gt -]p9K _ - - d a - - - ) U , CO #3 STA ,'-^;ter - -2- I SIDE SEWER INVERT �� I NEW CO PER STANDARD DETAIL L AT THE PROPERTY LINE BW18D, SP PAGE 8076.1 I �--- - - - - - - - - - - _ - _ _ lE = 297.78 I _ RIM = 302.75 �m� -n-r- TL. 7230 � - - - - - - i 1E 8" = 296.80 I I 55 LF OF i I I ❑I I I 8. PVC - - T.L. 1234- I TL 1240 L , T.L. 1241 I T.L. 1235 LOT 21 _ T.L. 1239, T. L. 1237 M ,ra T -L 1223 " NEW MH ADDED STA 10.149.8, 66.5 RT RIM = 303.22 M I lE 8" E = 296.87 r 6 I lE 8" W - 296.77 .n `i.rr g V ;E 6. OxC(SW JO¢ C6, - CPEMW!=299C ( xw) 296.2 psv, T 65 LF of - - 8 PV c a c9 - 7. . eo. o� rxcwvsFO r wme'i ,r - _ 1 ASPHALT ROAD AY ; / I 4 �. j - a-- L / - s 26th Al �� -- ,2� (E) 298 BM Wj -%4.'1 w i I �6 ax mzz3 ,z-xas) =z9 &9 ,. 5 Wki." I _ E.L /'F100[ -s11) 19ASflE'„T E axE)_29 'A Al flLCOMNIT Ng / t6!] •c4xc(sE)= ] IL FACE /wMxo eis,iHr , I E •se+r aw. o,mr aAm;e„ 69 IJ ; � xsE / zzao w/ xo eASE,ar,r _ w /,o aASar I xsE /,em EIEV.� POLE T.L. 1242 ' T.L. 1233 Q I I TL 1232 T.L. 1243, LL 1236 HsE.,n� T.L. 1231 - I TL 1238 I' Lil LOT 22 BLAINE AVE N.E I r---, -- - - - -- -- -- -- __ NOTE: NEW 6" SIDE SEWER SIDE SEWER INVERT SIDE SEWERS SHALL HAVE A MIN /MUM ITYPICAL) AT THE PROPERTY LINE SLOPE OF 29 FROM THE SEWER MAIN /E = 297.41 TO THE ADJACENT PROPERTY LINES 15137.7, 5.5' LT SIDE SEWER STUBS SHALL BE A 15 +37.7, 5.5' LT' MH 9 STS °5+377, it MINIMUM OF 6 FEET DEEP T THE MH #10 STA NEW 48" MH 10+79.2, 5.2' LT Ex MH STA 10+28, 538' RT PROPERTY LINE UNLESS NOTED OTHERWISE ' NEW 48" MH RIM = 367-54 307.35 MH JB STA 4-9 _' LT RIM = 3ii-Bt 311.66 / - NEW 54" MH TYPE'B RIM = 302.49 ......... ................ ----------------- --------------------------------------- AS - BUIL T AS CONSTRUCTED INFORMATION PROVIDED APRIL 17, 2002 BY HENRY W. COATES OF COATES SURVEYING SERVICE wv►� � i7��ydT a -- - -- > lE 8" S = 35_;� 90 303.0.' - E 8 S= 1E '8" N = z95z3fi T 297.40 297.50 RIM = :36-5- t i iE 8 S= 296.20 2--± 30280 IF 8" E = 296.20 DACE JDH /E 8" S = 2�- �- 1T296.60 IF 8;. w = 296.20 IE 8 N = -23£ -65 -296.7 8 = 0 29 30 F' 17 +00 --- - - - - -- - -- --- - - - - -- --------- - - - - -- - - - -- r = 16 +00 15 +00 - - - - - - - --- x -- - - - - -- '-o> 14 +00 m i w p o - _ 13 +00 Ie = `s 12 +Od INSTALLED 11 +00 10 +00 DESIGNED NO. REVISION BY DATE APPR *R �+ 30: -- -- - ----- - - - - -- - -- ------ ---- -- - ---- - - - -- - -- - -- -- - -- - - - - -- -- - - - - -- - - - - -- - 18ti0 & 1900 BLOCKS OF BL ME AVENUE NE , - _ - m - 310 SCANNED MA1R 29 Jft& 5'- z ?S-jr-6 F - d - - .. - - x`v o y 300: : - - - - - -- -- -- - - -- - - -- - - -- -- -- - --- - --- - - - -- - --- - - -- - -- --------- - --- - - - - -- 30�EF OF 5 -- PVC - - - - - ---- -- - --- -- _ � 3 -300 - - -- - - -- -- - - -- 312.5 1.76 : : LF OF 8" PVC o ,9 5249- LF: OF 290: --- -- - - -- - - _ - = 0.5.Z : 8" PVC a $330 :290 280: - - _..... - -- - - - - -- ..... ... ..................:............ = - HROFI.LE- SCALE - . -- - - -- . -- -_ - - -- - - - - -- ---=-------- - - - - -- - _-- - - - - -- --- - - - - -2 80' HORIZ. 1- 30' _....... - VERT. = 0' 1 1 : ------ - - - - -- = ---- - - - - -- - - - - -- .. :... ......... ................ ----------------- --------------------------------------- AS - BUIL T AS CONSTRUCTED INFORMATION PROVIDED APRIL 17, 2002 BY HENRY W. COATES OF COATES SURVEYING SERVICE wv►� � i7��ydT a -- - -- > CITY OF ° JAN 2092 EAST KENNYDALE SANITARY R RENTON DACE JDH 46 JDH DMC F' Planning /Building /Public Works Dept. SEWER INFILL PHASE 1 6L c S -'4 NO. REVISION BY DATE APPR *R �+ �°°°Y 18ti0 & 1900 BLOCKS OF BL ME AVENUE NE 9 SCANNED MA1R 29 Jft& 5'- z ?S-jr-6 F Li uj c N 0_ 0 � N W Z i TOTO OF uzm P OF 11011 N EIEV 30&08. PACE woc„_xam ,em u>E: AS —BOIL T - �° ^�' CITY of t' -30' � JAN 2002 JDH RENTON EAST KENNYDALE SANITARY AS CONSTRUCTED INFORMATION PROWDED APRIL 17, 2002 BY °�" ,IOH W R' �J q HENRY W. COATES OF COATES SURI�EY/NG SERl9CEouc —{ C oAruM Punning /sui!ding /Public Works Dept SEWER INFIL� PHASE !' ww�f s > -t�s�t 1 +00 2 +00 3 +00 4 +00 5+00 -- - - - - - - BY DATE APPR .,Qnom LH -- - - - - -- - -- - - -- - - - - -- - - ----- - - - - -- ±............ •� 'O�°'�'' ��_ - 1800 & 1400 BLACK OF CAMAS AVENUE NE k< _ 7 D3 30 MH 11 W 4 SSMH i SCAMEDMAR 2 9 2..* 14T3 .. ... R/M = G+ 297.73 r r; r ^ 1.9 IE 8" S = 286.50 /E 8 °N 8: = 8& G 0 28 D3 IE8 °SW= 8 INSTALLED AS 370: ...DESIGNED -.._. - ._ o 9' - — a ' 31,0 ; Q= PROFILE SCALE _ 300 - :._... - _ -- - 300 HORIZ. 1 „_30, - -- - - - -- VER 290 290 u 5e5 LF OF 8” C900 : PVC @ 0.49 : 389 27 LF OF 8" STUB &CAP STA 54:11, 11 ' LT _ 280 .. .. ____- .8 "_PJ/C_ @_ - ---- - -- -- N == 288.25 PACE woc„_xam ,em u>E: AS —BOIL T - �° ^�' CITY of t' -30' � JAN 2002 JDH RENTON EAST KENNYDALE SANITARY AS CONSTRUCTED INFORMATION PROWDED APRIL 17, 2002 BY °�" ,IOH W R' �J q HENRY W. COATES OF COATES SURI�EY/NG SERl9CEouc —{ C oAruM Punning /sui!ding /Public Works Dept SEWER INFIL� PHASE !' ww�f s > -t�s�t NO. REVISION BY DATE APPR .,Qnom LH •� 'O�°'�'' ��_ - 1800 & 1400 BLACK OF CAMAS AVENUE NE S -i s 18 SCAMEDMAR 2 9 2..* 14T3 r r; r ^ 1.9 .y * n NOTE.• SIDE SEWERS SHALL HAVE A MINIMUM SLOPE OF 29 FROM THE SEWER MAIN NEW 6" SIDE SEWER TO THE ADJACENT PROPERTY LINES I� � SIDE SEWER STUBS SHALL BE A Q (TYPICAL) MINIMUM OF 6 FEET DEEP AT THE PROPERTY LINE UNLESS NOTED OTHERWISE r- - -- -- -- -' -' -- -- - - -- -- F u' -, r / 1r ` El; I ! 6-Fw .(1) I N n a - [Y ' iE 6 PvC (w)= ,'A C.nar I ! I EDMONDS iIAVE N.E. - I f91. fL00Ra 10.98 , i 76,6 /]516 CORUE I 9 -, Q I I I w /HO 11ASE3RO,T. U I /. /w ; pa Yl L::: I 1 I BIL f/imR.5la,i a- wG � � E/. I ' I - ` I I Z j fa sEmraazi - : 65MH A' s i I i 4 w /xo eaaiort ,. u Y sI ys '-� E 6• C(IrvC(SV� =3,50 :- t zr(. k w E C. Awn I�Ip O U O f IoR oR E _ !� z _ _ R , "c g � // A . u<. r I a• ¢G - ,--I- 11 I „r I' / / './ $, :SP,i ..:DtiLy. III �•� s I,.. h i /" A /. • ASPHALT ROADWAY cwowewana., 1 / M:r � /' tt L _ u -- - - -- -- -- --- -: aeearz AW f � � .vim/ � .. I l / I ❑_ Q... 1 ,:` • cows ( M,. o / \ : rf r ca.c.(w, =3,<„ - .- , _...._ - .._ __.__. -„ I _,. o,� � ra mu =3.5.09 I ° om,< j..2. r a r.. li. .. r •.E I / /�'..� i>!u C C(SE) °32t t IA ilmt.A9.T i ,K nnw++.T1 IISE /1509 - I iK Fl00. JAJ, C 0� /�� Uwoarsmrt w/w,1A41O1[ I � /n>m=- 13,sas 1 a:�a�r fo"�i.'nnma7 .w I I .Ai. /n�5wb II �w.ragrxf II � I c I - ' I B1c .. ... .... -, � : ;A'. fM: FmR.3mn I '.' _ 'R 23.02 '\ I ti aesn s� _. w/ O 1A9F3ENf gg,J I, E eI) p _ I SCM 3i]35 �T ry 12 IE _ � 33M E CI CH I -' EEfi (E)- 1s I C (E) 316.3 NOTE .RIGHT (E WAY IN THIS AREA PER .. 3 '. r / UNDERS PROVIDED BY dTY.. OF RENTON ' iw+ ❑ I JOB EDMONDS I AVE.' N. E. 5+45.2, 52.7' L T 3+03.1, 34' L T CO #2 STA 5$ 37.3 CO #1 STA , NEW CO PER STANDARD DETAIL 3.r LF OF 8" 33 LF OF 8" NEW CO PER STANDARD DETAIL RIM = 3-1 & 5t 317.52 0 0.49 BW18D, SP PAGE B076.1 BW18D, SP PAGE 8076.1 PVC � 0.4q PVC ® RIM = 3 .317..47. IE 8" = 309.87 7E 8" = 308.82 wm"��` _ P 8 +00 7 +00 - ......6 +00 5 +00 4 +00 °I 3 +00 2 +00 °V 1 +00 0 +00 ........ ----------- - - -- - - -. .................................. k - -- ------ - - - - -- - -- .. . - _ E �r oI �x Mti RIM 294,15 I o AE 8" N - 307.20 ` M l 0 x... ....... i- - - --- - -- - -- -- - -- - -- --- 320 / �� ° 310 0 - -- - - - - -- - - - -- - - - -- - - - - -- -- - -- ... . -. 310 -:... 38 LF OF &" PVC ® 0.49 ��o 200.6 242.5 - OF 8" PVC @ 9.•49 229.5 -29& LF OF 8" PVC (P 0.49' 0.339 300 MH #15 STA -7 s 7= 7+47.3, 5' RT - 5� 46.7, 5 2 RT - F " MH _ 14 - STA. -: - . - - - - - - .. . - ° ,.. _ . c MH - #13 -STA- 3 Mtl- - 12 :STA_ 0+74.6 � 2 RT +04, J. 3' RT NEW 54 MH :(TYPE B) NEW 54" MH (TYPE B) _ ° ° NEW 48" MH REMOVE :EX C.O. AND REPLACE 300 RIM = �T 317 93 IE 8" S - 318 -94 310.98 RIM = :51& 6± 315.69 a 3 x' � RIM = 3f$4t 318.14 WITH NEW 48" MN IE 8" S = 4e9:64 J10.10: lE 8" S - 368-59 309.19 RIM 32f.7: - a� 290. 1E 8" N = 369-74 310:20 :.......... 1E 8° �lE _ .36�g .C�+PPEf} 1E 8"- S = 3p7 JB 308 �3 29q. ; .. v IE 8" W = 389-74 310.20 N 1E 8"-E- = 386.69 309.29 lE 8" N:= 3�� 308.23 NOT: INSTALLED o ° lE 8" W = 38$.69 309.29 PROFILE SCALE „ RW H O R I Z . 1 " T 3 0' - _ 34- EF 6F NOT INSTALLED VERT. 1"=10' „ - ....................... ACE 1._30. 9 ®, A. CITY 0 F JAN 2002 AS -BUILT p,wEJDH \ RENTON ENNYDALE SANITARY r EA ST IC AS CONSTRUCTED INFORMATION PROVIDED APRIL 17, 2002 BY mac" ' . SEWER INFILL PHASE 1: e ` Plannin Buildin /Public Works Dept. S -6 w HENRY W. COA TES OF COA TES SURVE YING SERVICE AMC 9/ e 2400 &2500 6LOGIC OF EDNIONDS AVENUE NE NO. REVISION BY DATE APPR w 7 ' 18 LL wwp a�_sga'�' SCANNED Afj i 29 2� /d- I - -�- -- -- -- -- I -- -- -- -- -- -- -- -- -- :; ` DAYTON AVE. N. E. I ..'I• .. .. ,.. Hs a2M2 — — — HSE. B x516 T ' .- .. .- .- ... .. FlN. FLOC 320.32 BM 663 -.5.2 � 1 AN. ROJP. X329.]3 I I I TOP OF MON IN CASE W/ NO BASEMENT • • r ` T W/ NO BASEMENT � � � "% ; , • ELEV ®321.44 I I AN / 25C0 i iT XSE r 2508 FlN. ELW2MI &15 •- , ' " AN. ROC 8.319.88 W/ NO BASEMENT AN. r 2424 AN. r VII W/ No SASEMENT 1 I AN. ROOR�316.T9 I AN. ROCR- 319.80 W/ NO BABEMEHT W/ NO BASEMENT 1F 1 C0N(i. =]t].0 X9E r 2624 BM 883 -6.1 IE t2' CONE =3n.9 1 AN. MOOR-32 &28 TOP OF MON IN CPSE ; n W/ NO BASEMENT EIE - 318.27 21 m - r' ' afY O it 12- CONC. =3, .2 'I � IE 12" CON C. =3143 CONC. o DRIK CONC. CONG — �- / ti _ ORiK D61YC ne f \ B MIP I cre u6 � � DRIVE U t eX r -� i -tr N .e ue um ue eT uee n � ut R s ~ w R aSPHAR ROApwA — 51291 — N0070'n'E ('tg PROPOSED WATER MAIN a. •`° _ R MH #17 MH #18 p �V — _I. �[ � ;��"�� J ` y>_I, DRrvE ( CONG / "" W E DRIUT- d DRI 1E 12- Co. =318.5 wnss I n iI P� A _ /af 55 eI RIm =321P5 H. 5 5 FlN. ROOR�320.B1 'a CON >n frc T IE CnnN E /w/n =305,} W/ NO BASEMENT '^ j I �•.�. N n,��`' — •p=° I HSE r 2509 „9E. / OR- - IE 12' co rv<. =317.9 Y W/ BASEMPIT8.68 I RN. AKMEN 1 &95 'ems W/ BASEMENT / o• HSE. 9 zsV I ! xsL 9 z9zs W/ No B / AN. BOOR -31 &>0 ilT :; •. •: -r AN. RWR =319.80 ... AN. ORx AN. MIT W/ NO BASEMENT •- " W/ BASEMENT I I AN. f1CgbS20.4] W/ XO BASEMENT 11) T ., N nT / .T I I Z I I I NEW 6" SIDE SEWER NOTE: (TYPICAL) NOTE: THE SIDE SEWERS FOR THESE THREE SIDE SEWERS SHALL HAVE A MINIMUM HOUSES SHALL BE SET AT A SLOPE SLOPE OF 29 FROM THE SEWER MAIN OF 2% FROM THE SEWER MAIN TO THE ADJACENT PROPERTY LINES. TO THE ADJACENT PROPERTY LINES. SIDE SEWER STUBS SHALL BE A MINIMUM OF 6 FEET DEEP AT THE PROPERTY LINE UNLESS NOTED OTHERWISE. 6 +00 5 +00 4 +00 3 +00 2 +00 1 +00 �5 -m 29T,512 6+20, 7' LT.... ..... _........ 1 +.42...7...5.L.T MH #18 STA 6 "zF6 Z5' MH #17 STA EX _MN STA 0+93.90, 7.96' LT NEW 48" MH NEW 48" MH RIM = 321.75 RIM = �� 320.13 RIM = 3-P6.6± 320.20 o IE 8" N = 305.30 /E S,, S _ ... 1E 8' S = 305.70 INSTALLED .. ............ z E 12" W 305 30 307.68 lE 8" N = 305.80 AS IE 12" E 3.05.30 O` O> ° Y V; O.. O N P Oyu O O0 Ip d o °� s s o DESIGNED a� o'er o`y om o oa o� Jul o.o aro <�' a o o N Q 320 320 Q .. gam... alo .. o ° .. o. a ..... 310: 310 478 LF OF 8" PVC ® 0.4q INSTALLED AS DESIGNED 300 300 . ......... .. ...... ........ ......... ............................... PROFILE SCALE 290' ........... H'OR�Z. 111._3.0.'... 290.. VERT. 1"=10 .................................................................. ............................... AS -BOIL T AS CONSTRUCTED INFORMATION PROVIDED APRIL 17, 2002 BY HENRY W. COATES OF COATES SURVEYING SERVICE No. SxRYCYEU: PAC E rE9nB.i xevB 1969 DESwxE JDH 1=30• NDwzartN: w9 1ee3 /1991 s's CITY OF JAN 2002 DR.Wx: RENTON EAST KENNYDALE SANITARY PE: PILE: JDH �,E,„„„ SEWER INFILL PHASE 1 ,NO,N O: ATf —1 DATUM Planning/Building/Public Works De t DMC' IFNO,.INC. S -7 REVISION BY DATE APPR H E K Bm'N . 2400 BLOCK OF DAYTON AVENUE NE 9.EET, 8 l88 SCANNcD MAP 2 9 a.* S — �5 ( ^^ � A i II : m J �a �a r o nK n� Im 7 r II : In 0) N i\ N 5171111 1 1 6. 4 Wan 1 PAY LIMIT TRENCH BACKFILL 6' -0" FOR 8 " -6" SEWER LINES S -0 FOR ALL WATER MAINS SAWCUT FINAL JOINT TYP. EACH SIDE SEE DETAIL FOR STREET \— EXIST_ ASPH. CONC. PAVEMENT, TYP. RESTORATION REQUIREMENTS 12" 3" CL 'B' ASPHALT CONCRETE PATCH TYP .TRENCH SUBSEQUENT BACKFILL MATERIAL (SEE DETAILS)' (NATIVE IF APPROVED BY ENGINEER) PAY LIMIT OF TRENCH OR IMPORT PER SECTION 9- 03.12(1)C (SELECT BACKFILL) OF THE SPECIAL PROVISIONS. 6" CRUSHED SURFACING TOP COURSE PROPOSED 8" SEWER PIPE BACKFILL PROPOSED 8" WATER PIPE PATCH PAYMENT (SEE BEDDING/BACKFILL DETAIL) FOR SEWER PIPE. PIPE ZONE MATERIAL PER SECTION 9 -03.16 BEDDING MATERIAL FOR ASPHALT CONCRETE PAVEMENT FLEXIBLE PIPE. FOR WATER PIPE. PIPE ZONE MATERIAL SHALL BE RESTORATION DETAIL NATIVE MATERIAL UNLESS DEAMED UNSUITABLE BY THE ENGINEER, NTS THEN PIPE ZONE MATERIAL PER NOTES. SECTION 9- 06.13(3). 1, ALL TRENCHES IN ROADWAY AREAS SHALL BE BACKFILLED AND PATCHED PER SPECIAL PROVISION -5 -06.1 AT END OF EACH WORK DAY - EXCAVATION OF UNSUITABLE SOIL AND THIS WORK IS INCIDENTAL TO ALL TRENCH RESTORATION WORK. BACKFILL OF FOUNDATION MATERIAL (IF NECESSARY) DEPTH AS APPROVED 2. THE FINAL SAWCUT JOINT SHALL BE A MINIMUM OF 1' BEYOND BY ENGINEER. MATERIAL SHALL MEET THE UNDISTURBED EDGE OF THE TRENCH. SECTION 9- 03.9(1) BALLAST 3. ALL ASPHALT PATCH AREA OUTSIDE OF PAY LIMIT SHOWN SHALL BE CONSIDERED INCIDENTIAL TO OTHER ITEMS OF WORK- 8"-6" C900 PVC & SDR 35 PVC SEWER PIPES TYPICAL TRENCH BEDDING AND BACKFILL 4_ ALL TEMPORARY PATCHES ON TRENCHES SHALL BE PERMANENTLY PATCHED WITHIN (2) WEEKS OF COMPLETION OF WORK WITHIN THE ROADWAY AREA UNLESS APPROVED BY THE ENGINEER. NOTES: 1. PROVIDE UNIFORM SUPPORT UNDER BARREL 2. HAND TAMP UNDER HAUNCHES. 3. COMPACT PIPE ZONE MATERIAL TO 90% MINIMUM DENSITY EXCEPT DIRECTLY OVER PIPE WHERE COMPACTION WILL BE HAND TAMP ONLY. 4. PIPE MUST BE ANCHORED IN SUCH A MANNER AS TO ENSURE FLOW LINE IS MAINTAINED_ 5. ALL EXCAVATION AND BEDDING AND BACKFILL MATERIALS BEYOND PAY LIMIT OF TRENCH SHALL BE INCLUDED WITHIN THE TRENCH EXCAVATION SAFETY SYSTEMS BID ITEM_ CONSTRUCTION SEQUENCING 1. ALL CONSTRUCTION, INCLUDING FINAL RESTORATION, IN NE 16TH ST SHALL BE COMPLETED PRIOR TO JULY 1, 2002. 2_ ALL CONSTRUCTION AND FINAL RESTORATION OF EACH STREET SEGMENT SHALL BE COMPLETED PRIOR TO BEGINNING CONSTRUCTION ON THE NEXT STREET SEGMENT. AN EXCEPTION WILL BE MADE IF THE CONTRACTOR USES MORE THAN ONE CONSTRUCTION CREW_ THE CONTRACTOR MAY THEN BEGIN CONSTRUCTION ON A SECOND STREET SEGMENT HOWEVER, ALL CONSTRUCTION ON THE FIRST STREET SEGMENT SHALL BE COMPLETED PRIOR TO BEGINNING CONSTRUCTION ON A THIRD STREET SEGMENT. 4 A_ _ ROADWAY RESTORATION STANDARDS ROADWAY REBUILD: BLAINE AVE NE (1800 BLOCK TO NE 20TH ST), CAMAS AVE NE, DAYTON AVE NE, MONTEREY CT NE AND MONTEREY AVE NE (2400 BLOCK) REMOVE ALL EXISTING ASPHALT AND SUBSTANDARD SUBGRADE MATERIAL AND REPLACE WITH 6" CRUSHED SURFACING TOP COURSE AND 4" OF CLASS B ASPHALT CONCRETE PAVEMENT (TO BE DONE IN 2 -2" LIFTS)_ ALL ROADWAYS SHALL HAVE A 2% CROWN WITH THE CENTERLINE ELEVATIONS GOVERNED BY THE EXISTING GUTTER ELEVATIONS_ DAYTON AVE NE (NO EXISTING CURBS & GUTTERS) SHALL MATCH PRECONSTRUCTION ELEVATIONS. ASPHALT PATCH & OVERLAY: MONTEREY AVE NE (1600 BLOCK) AND EDMONDS AVE NE PATCH UTILITY TRENCHES PER ASPHALT CONCRETE PAVEMENT RESTORATION DETAIL AS SHOWN ON THIS SHEET. THE CONTRACTOR SHALL PROVIDE CURB TO CURB ASPHALT GRINDING WHERE THE NEW OVERLAY TRANSITIONS TO THE EXISTING ASPHALT. THE ASPHALT GRINDING DEPTH SHALL TRANSITION FROM 0 INCHES TO 1 Y2 INCHES WITHIN 20 FEET. MONTEREY AVE NE SHALL HAVE A 20 FOOT LONG, CURB TO CURB GRIND AT THE SOUTH AND NORTH ENDS OF THE PROJECT AREA AND AT THE TRANSITION TO NE 17TH PL. EDMONDS AVE NE SHALL HAVE A 20 FOOT LONG, CURB TO CURB GRIND AT THE SOUTH AND NORTH ENDS OF THE PROJECT AREA AND A MINIMUM 6 FOOT LONG GRIND AT THE TRANSITION TO NE 25T4 ST. ASPHALT OVERLAY SHALL BE 1 —Y2° OF CL 6 ASPHALT AND BE FULL STREET WIDTH TAPERING TO 3/4" AT THE GUTTER. ASPHALT PATCH: NE 16TH ST AND BLAINE AVE NE (NE 16TH ST TO 1800 BLOCK) PATCH UTILITY TRENCHES PER ASPHALT CONCRETE PAVEMENT RESTORATION DETAIL AS SHOWN ON THIS SHEET. CONSTRUCTION NOTES 1. CENTERLINE STATIONING IS BASED ON EXISTING CITY MONUMENTS FOR ALL STREETS IN THIS PROJECT. 2. VERTICAL CONTROL DATUM BASED ON NAVD 1988 (IN FEET) CITY BENCH MARK # 250: ELEV. = 307.11 FEET (93.606 METERS) TOP OF 1/4" BRASS PLUG SET IN CONCRETE MONUMENT 4' EAST OF CENTERLINE INTERSECTION OF ABERDEEN AVE NE AND NE 16TH ST. CITY BENCH MARK # 71: ELEV. = 284.63 FEET (86.756 METERS) TOP OF ROUND MONUMENT IN MONUMENT CASE 4' EAST OF AS —BUILT INTERSECTION OF ABERDEEN AVE NE AND NE 12TH ST_ 3. UTILITY CROSSING LOCATIONS AND ELEVATIONS SHALL BE DETERMINED BY THE CONTRACTOR IN ADVANCE OF ANY CONSTRUCTION ACTIVITIES. 4_ EXISTING PRIVATE IMPROVEMENTS SHALL BE TEMPORARILY RELOCATED AND PERMANENTLY REPLACED TO ACCOMMODATE SERVICE CONSTRUCTION. 5. STATIONING SHOWN IN CENTERLINE OF ROADWAY OR SURVEY CONTROL LINES AS DEFINED BY THE CONTROL POINTS. 6. ALL MANHOLES SHALL HAVE 'LOCKING LIDS. 7. MATCH FINISH GRADE WITH ALL MANHOLE LIDS. 8. PROVIDE AS —BUILT INFORMATION SHOWING ALL INVERT AND RIM ELEVATIONS OF MANHOLE AND SIDE SEWER VERTICAL AND HORIZONTAL LOCATIONS. 9. INSTALL SEWER MAIN AND SERVICES A MINIMUM 2' FROM PARALLEL GAS LINES WHERE CONFLICT OCCURS_ 10. ALL CEMENT CONCRETE DRIVEWAYS AND ALLEY APPROACHES SHALL BE 6" THICK. (IN ACCORDANCE WITH STANDARD PLAN #FO06, DRAWING #FR01N). 11. REPLACE ALL DISTURBED CURB & GUTTERS IN ACCORDANCE WITH STANDARD PLAN # F008, DRAWING # FRO5 AND STANDARD PLAN # F001 "CEMENT CONCRETE CURB AND GUTTER.' 12_ REPLACE ALL DISTURBED SIDEWALK IN ACCORDANCE WITH STANDARD PLAN # F007, DRAWING # FR02_ 13_ WHERE UTILITY PIPE LINE VERTICAL SEPARATION IS LESS THAN (1) ONE FOOT, INSERT ETHAFOAM HS 600 PLANK —FOAM BOARD OR EQUAL AS CLEARANCE SEPARATION_ 14. SIDE SEWERS SHALL HAVE A MINIMUM SLOPE OF 2% FROM THE SEWER MAIN TO THE ADJACENT PROPERTY LINE. SIDE SEWERS SHALL BE 6' -8' DEEP AT THE PROPERTY LINE UNLESS OTHERWISE NOTED ON THE CONSTRUCTION PLANS. CITY OF JAN 2 °D2 RENTON EAST KEN�IY�DALE SANITARY Planning /Building /Public Works Dept. SEWER If�FILL PEASE S-9 10 s.e 100 18 SCANNED" 29 2l ti C