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i C 0 a 6 c rl OD M O OD N I n N 1 a N N T d / W Q Z W J I N O Q. -a r N Cm I Q_ a a) X W z Iq E -T- DIVERSION PROJECT SIGN PER CITY DETAIL Q'I CALL BEFORE YOU DIG > EX.CB RIM=200.06 OL 0 L_ NE 6"CC [E=198.54 2520 2417 2 a_ o- 2411 wv 6"CC IE=198.64 Park PL N E llo I Garde LL -1 Garden C1' N Garden CT N CT N rr -----W 12"CC IE=196.74 0 x 1L 7'� 0-1 SSMH C� REMOVE, REPLACE RIM-178.36 CURB AND GUTTER AS NEE ED �b" ���E 8" tf�=��5.94 CONC. PAD EST 6 FT EACH LO ION S 8" IE= 165.87 -----'WORK AREA Z�z - - - - - - - - - - EX.CB RIM=182.16 W 8" IE= 165.77 LIMITS (MAX) EX.CB RIM� 176,35 EX.CB R I M= 183.40 E 6" ADS IE= 179,14 E 12"CMP I E= 179.48 `-7 ------------ Zfll W 4" ADS IE=179.7 S 4" PVC IE=171-73 N 12"CMP IE= 172.25 -8 DI W 8"CMP IE=179.0 1 N 12" CMP [E=171.65 W I E= 175.8 fLUGGED ? a- V) ON A TV -71 -2:5 V) E 6" PVC IE=172.20 AI [- - n - V) 12 UJI LLB S OD C14 C6 .- --- -J C) "CqP IL < x < --_;I 12 fl- Ce- c�3 ouj:: uj col \N I = U) ------ - - - - -- A UJI I > 0 U) - LANE SSMH L-V? 0'-00 V) co it- RIM= 197.38 - - - - - - - "SD dine _j PLANTED SLOPE C -- ----- ui-- CB-3 j 0 Pe E IE=188.54 V) W IE=188.10 0 y 0 Rocker CB-4 00 r j r cs'7,9/1 o- D1 7ffs- 0 a ► z ewfi_ CB-c) -4 2�_ W 4 4 + WM? I , -/ -cl- I I I CB -5 4) 0-1 GONG DRIVE 5 0 1� I - x > w 0 SSMH 0-0 X EL SSMH Q- m 0 L RIM= 176.02 < < W _j P N 8" 1 - .42 Ld 1301 0 FOP OF 9: 1 C' 5 1 E 17 0.3 2 z co 00 00 0-1 �j 3C _j ASPHALT BER a- co w 11 , f__ - < 0 - �-� T PROTECT L'j coo 0 m Z-- N 26th St SHRUBS EX.CB RIM 177.32 1 __j w (n < Y 0 PR CT -j w < 13- LL. TREE E 12"CM�CJE��1,71 07 w z a- LL_ 2515 W 12"CMV' TIE-�115,)1.07 k FLOOR DRAIN (10"X`10"�4 wx U) < 0 RIM= 171.63 (L P EX.CB RIM= 182.09 1 --- ark PL N E 8"CMP ]E=177.8 * -, -,P, FILLED W/ DEBRIS _j FLOOR CAIN (10"XIO EXISTING UTILITY LOCATIONS ARE APPROXIMATE, NOT ALL UTILTIES MAY BE SHOWN. FLOWLINE NW 12"CMP ]E=177.44 RIM-1 59 0 t\111 'I FE= 1.04 YA N) X: >Z- CONTRACTOR IS RESPONSIBLE FOR LOCATING ALL UTILITIES. +L - 2415 X STRIP DRAIN Cn , � , 11 1\ z + w ------- L (0.2'WX1.3'DEEP) L 001, < x m PARK PL N + LLI CALL 48 HOURS BEFORE YOU DIG 14 t EX.CB Rlk=179,22 11 CL w C-5 �--k� 0- ",L 4) I<- IN TRENCH ,DRAIN IE=177.9± -0 1 0- (n - 1-800-424-5555 11 ut, 1+010 E 12"CMPtIE=174.82 �4_ WORK AREA 0- k "i >,Z I - W 12"CMP IE=174.62 I I LIMITS (MAX) w 0- �11 2507 14 4) 14 1 Y x CL t, t < 0- LA_ 0 z0-Li Park PL N in < 5 LO 2) 0- 14 CLI X X STATIONING DATA CL ox < x A-LINE (n w w 0- < m 0+00 57989.08 1 0+11.11 57992.37 396941.43 JUNCTION LINE B CB 0 1 0 1 0- z L_ CL I Lu 1+96.44 58048.03 REMOVE TOP, PLUG PIPE a_ Cj) o- 396942.02 EX CB, CENTER OF GRATE 'b CL 0 -01 STATION (FT) NORTHING (m) FASTING (m) C a 396931.52 EX CB, CENTER OF GRATE EX.CB RIM EL-158.9 W 0- 4+99.70 58136.89 396956.97 WV, CENTER C11 C3 SSW-------- UNABLE TO OPEN GRATE z z YX z < 0- LL- z CIL LL_ E 12" IE=153.6 EST B-LINE DETENTION TANK �n RIM= 159.27 1 11 -Z- U) < C) 0+00 57992.42 396886.63 START B-LINE 42 LF 48" CMP IE -151.0 EST-,\ _ S 12" IE=150.6 EST (z w -4- z 0 +79.78 57992.42 396941.43 JUNCTION LINE A I I", '11/w I I a- N h___ -- 1 I DT w LLA x CL G Q m 2= REF PT 57995.78 396885.55 TEMP STAKE -3'EAST OF CURB 8w REF PT 58001.31 396876.04 EX CB NW OF 0+00, CENTER GRATE < < -------------- ........... ------- ...... ....... ......... ...... ....... ........... ....... ....... ....... ....... ....... ...... ...... ........... ...... ...... A 57984.09: 396885.115 WV SW OF 66,C�Ellil R_ ...... ...... ...... ------- ........ ....... ....... ....... REF PT ............ ...... ............. .......... ------- DRAWING NOTES: SCALE PROFILE ALONG: NEW STORM LINE CB-7 GB-6 SOME HORIZONTAL DISTANCES AND STATIONING MAY BE DISTORTED NEEDED. PLUG: S :OPEN END :OF PIPE. 6 LF 12"SD @ 0.11 HORIZ: 1 20' REMOVE :EX SD AS Ill 7: LF 12"CPEP: 1 0.033 12 LF 8"DI 0 0.042 REMOVE 8:SD CONNECT EX 8'SD ........... ------------------- .......... ....... ........ TYPE ... ------- ......... ................... ........... ....... ...... ...... ...... .......... .... _ .... ... ...... ....... ....... VERT:: 1 10' PLUG EX SID IN CB GENERAL:NOTES: .................. CR 713 "WPE I ....................... ..... . CB -7A . . Y EX CB RIM EL=182.09 -:EX C13 RIM EL=182J6 A. MAIN STORM LINES MEASURED FROM CENTER OF STRUCTURES. ST'-A. 3+15.7, ::18.0'L STA. 3+9.5, 3.7'R EX E 8"CMP IE=177.8 REMOVE E CADS E=17iJ.14 '/1 CORE DRILL CB FOR :NEW SID PIPE. RIM EL= 184.0: RIM EL=184.0 EX NW 12"CMP IE=177.44 PLUG --W 4"ADS IE=179.7 B. NEW TYPE 11 CATCH :BASINS SHALL HAVE ROUND LOCKING NEW E 12"' IE=177.8 8"CMP IE=179.0 W W 12" [E= 181.50 OTHERWISE. : LIDS UNLESS NOTED E: 12" IE=180'00 :0 POTHOLE: LOCATION. D-285002 .......... ....... __ ............ ...... .. ..... ...... J. u,,) INSTALL FILTER FABRIC FENCE AT EDGE OF CLEARED AREA .......... ........ ....... ...... .......... ............. ........... C. NEW TYPE I CATCHBASINS SHALL: HAVE LOCKING FRAME -------- ......... ........... :180 . ..... ---------- ................. ........ ......... ........................ ...... AND GRATE PER DETAIL BR-18 UNLESS NOTE[) OTHERWISE.-. 0 PWR 8'W LOC UNk LOC APPX D. CONSTRUCTION EQPMT AND MATERIAL SHALL STAY WITHIN HIN I:HE PWR L 8'W WORK AREA LIMITS. LOG UNK LOG APPX ............ ....... ........ ......... ...... ...... ........... ............... ...... ....... ...... ........ CB-4 TYPE.,2,..48" CB-3 TY-PE,2,..48" EX C13 E. CONTRACTOR SHALL .INSTALL EROSION CONTROL, INCLUDING: EX CB----5:TYPE 2 ............. .................. ....... ...... ........... .......... ............ ............ -------- CB-7 TYPE 2, 48" CB-6 TYPE 2, 48"" RIM EL=1.77.32 STA. 0+94, 5.5'R RIM EL= 183.40 FILTER FABRIC PROTECTION FOR CATCHBASINS,: FILTER FABRIC STA. 0+31.6, 1.4'L FENCE DOWNHILL OF: CLEARED AREA, AND ST EX E 12": IE=171.07 RIM EL=:l 76.35 RIM EL=J78.5 RAW MULCH. STA. 3+13.3, 9.9'L STA. 2+55.4, 3.6'L E 12"CMP E=179,48 RIM EL-184.3 RIM EL= 182.2 EX W 12": IE=-171.07 PLUG N 12" 1 E= 170.25 S 12" IE=174.00 N 12"CMP I:E=172.25 PLUG S 12" It=179.50 N 12" IE'--177.10 @�-NEW N 12" [E=172.00 S 12" IE= 170.15 N 12" IE=169.00 W IE=175.8: PLUGGED CHECK, PLUG IF-NEEDED .............. E 12" IE =181.00 S 12" IE�=176.90 NEW S 12'" IE=171.00 EX E 6"i E= 172.20 W 12" IE*=168.50 CORE DRILL ............. NEW N 12": IE= 178.4 ............. ................ ......... ... SEE - DETAIL..... ........... ...... ... 1-90 W 12""1 E ... T79'80 .... ........ ------ W"12""IE ... 177.�25 ... ........... ........ REMOVE :EX CB EX 8"E IiE= 178.3 G4 11 SS Garde rde CT _\____�EXCB RIM =1 -77-7 -7B ---------- 4 POTHOLE EL UNK PWR: TEL :POTHOLE ............... ...... ........ .... 0: ............ ........ ........ .......... ...... .......... WS ? S'. ............. :EX UTILITIES. 1 :� .... I ... ___O: ------- :-480 ...... ......... ....... .... :. .... ' ... :_ _ .... ... : .......... L UNK .......... ....... ..... ... ...... N: ................... ........ L 0 SURFACE :---l-80 _j 0 P WS GROU ND SURFACE LOC WS APPX LOC TEL? PWR? PWR? 0 EX :1 2"SD APPX LOC LOC 0 P - -Lx -ILIQ- --------- _J .... ... LOC ................... ----------- APPX -To __ ....... .......... .. ..... .............. NC SS -'...i --- 1-70 ........... .... ... .......... ....... ...... . ...... APPX ............ --- --------------- .... ... �j 8" CO ............... 58 LF 12"CPEP @ 0.043 0 -70... 58 LF 12"CPEP @ 0.086 8" CONIC SS .............. TEL/CTV/"PWR 30 LF 12"CPEP ...... ...... ...... .............. --------- ....... ........... ...... ...... .......... ....... ...... ........... 102 LF 12 DI "CPEP .......... ................... ..... LO.C. APP_�.. ...... 62 LF 112"CPEP 6 0.147 11 ... :."I -------- _ ..... : ......... ...... : --------- � ..... : ....... ..... . :.. . ...... ____: ........ .......... ........ ....... 8Ss 8" SS ........ ........... : 0 0.0074: SSMH APPX IE 164.0 : RELOCATE IE 1683: S 8" IE 170.3' -2 PRIVATE EDED UTILTIES N 8" IE 170.42 AS NE EXPIRES 10/16/-Zoo 2 ............. .......... ....... .......... 3+00 --- 1. ........ ...... '2+00 1+00 0+00 SURVEYM. 0 ROTH HILL ENGRS VERTICAL. NAVD 1980 DAw- As Noted HORIZZONrAL- NAD 1983/1991 N 26TH ST / PARK PL N STORM SYSTEM PROJECT 6/15/07 OESIGNEIX. CITY OF DRAWN: DWC RELDBOOl - DWC ONE INCH RENTON PARK PLACE SEGMENT PAGE-- - CHECKED. AT FULL SCA, F DATU M Planning/Building/Public Works Dept. DRAWING NO. DWC/RJS IF NOT ONE INCH 2 D: SCALE ACCORDINGLY APPR APPROVED: NO. REVISION BY DATE I DIC SHEET. OF. 6 D-2 01 1- C) L0 00 c\I N CL 0 0 CC) 00 (N cq cq I Q_ U) n W ih 0 CD A'- v A < l000, 0\ \.00' 06 WORK AREA <011 LIMITS (MAX) r-%r_1vivvr_' r-'r_r-LAk'r_ CURB AND GUTTER AS N D EST 50 FT NORTH -' C3 1 0 z _u > Fri < M cu Fri ' I \ \ a2 \ C_ 10 o CD NE�E A IJAP I 1 0 0 3�'MP ;a JfANESE 0 0 X 110 �oc 1190 > ic 0 M EX. B > 3qD -6 CA Q0 12P1 > RIM= 5.31 2 /1 DS, E 12"AD E= 102.30 > 1+0 C) )P NW 12"ADS E=102.27 n (D :D 0 M M 0 V) I > 0 N) - 10 \F;R APPX END 760 `� \ \\ Z ^; 710 "o 12 MP ABOVE GROUND PROTECT 'j I PIPE 12'& J 1 TREES (4) % 1c) 6"FR C TRIPIE 9 tall I 1\1 0/ EJ 7 6l"CW I 2�:W O� 1 0-cw 10"MP W/ (D Q/ - ' M) / 7 4- 6, Iii Pro ert ine 1 0"ww 14 C) z '110 - - - --- SS Appx CB- 1 L t - - - - - - - - - 0-LIPIL CC) 0 C B -\2 1 - Appx. + + 01 __0 \ Li '- - - - . - 71 0 1 74 12"SD M I I HANCE 35* ELBOW 5 �3 SLIP J�INT PIPE A CHOR PIPE AN HOR A CHOR r-) STA.O+ 8 STA. 1 +0 APPX START z M M x wv ABOV GROUND PIP 190 6 (D 1�70 c) 0 706 SNAKE PIP SNAKE IPE SNAK PIPE 0- APPX 9-IN HES APPX 1 -INCHES APPX 18-INCHES 0 \ OFF PIPE C 776 OFF PIP CL OFF PI E CL -0, C) cyl 00 -P- C M G-) 4- 0 Q_ (D D C) ............ .......... ........ ....... x c�bP�6� 1 ...... PROFILE ALONG NEW STORM: LINE ........ 396941.43 EX-C 6A .......... 58048.03 396931.52 0 M z U) M SOME STATIONING: MAY BE DISTORTED 396956.97 RIM=10 B-LINE x c� 57992.42 "I S 6"Pv IE= 2.41 START B-LINE 1+79.78 57992.42 396941.43 ........ ........ .......... ................. .......... N ....... N 6"PVC [E=10 . I REF PT 58001.31 CB -3 TYPE 21 48" EX CB NW OF 0+00, CENTER GRATE REF PT 57984.09 -u -0 <0 < WV SW OF 0+00, CENTER SW 12 "A DS ]E=102, ------------- ...... STA. C)-) co 0 RIM EL=1:78.5 CD _>0 o \ \ q -27 LF 12"HDPE @ Q l 2"FR \ 0 CD \ \ (CB TO FLANGE) oL N 12" IE:;=169.00 CA A ........... ....... - 00 < K it - ...... > M 0 0 w 01 M 0 V) I > 0 N) - 10 \F;R APPX END 760 `� \ \\ Z ^; 710 "o 12 MP ABOVE GROUND PROTECT 'j I PIPE 12'& J 1 TREES (4) % 1c) 6"FR C TRIPIE 9 tall I 1\1 0/ EJ 7 6l"CW I 2�:W O� 1 0-cw 10"MP W/ (D Q/ - ' M) / 7 4- 6, Iii Pro ert ine 1 0"ww 14 C) z '110 - - - --- SS Appx CB- 1 L t - - - - - - - - - 0-LIPIL CC) 0 C B -\2 1 - Appx. + + 01 __0 \ Li '- - - - . - 71 0 1 74 12"SD M I I HANCE 35* ELBOW 5 �3 SLIP J�INT PIPE A CHOR PIPE AN HOR A CHOR r-) STA.O+ 8 STA. 1 +0 APPX START z M M x wv ABOV GROUND PIP 190 6 (D 1�70 c) 0 706 SNAKE PIP SNAKE IPE SNAK PIPE 0- APPX 9-IN HES APPX 1 -INCHES APPX 18-INCHES 0 \ OFF PIPE C 776 OFF PIP CL OFF PI E CL -0, C) cyl 00 -P- C M G-) 4- 0 Q_ (D D C) ............ .......... ........ ....... SCALE ...... PROFILE ALONG NEW STORM: LINE ........ 396941.43 JUNCTION LINE B .......... 58048.03 396931.52 HORI 1 Z:- 20 : SOME STATIONING: MAY BE DISTORTED 396956.97 WV, CENTER B-LINE VERT: 57992.42 396886.63 START B-LINE 1+79.78 57992.42 396941.43 ........ ........ .......... ................. .......... .................. ....... ......... ........ REF PT 58001.31 CB -3 TYPE 21 48" EX CB NW OF 0+00, CENTER GRATE REF PT 57984.09 396885.45 WV SW OF 0+00, CENTER ------------- ...... STA. ......... RIM EL=1:78.5 -27 LF 12"HDPE @ 0.010 S 12" IE 174.00 (CB TO FLANGE) N 12" IE:;=169.00 ........... ....... - ...... - ...... W 12" IE=168.50 CORE DRILL SEE-DETAIL ELBOW, FLANGE JOINT SEE DETAIL \3 20 * ELBOW G?-O ............ ...... 180 CB_ 2 TYPE 2 6:0 STA. 0+25.9 RIM: EL= 11 0.2± :CHANCE ANCHOR �SEE DETAIL :0 0 0 1211SD 18 "E IE=104.00:IN CORE DRILL, SEE DETAIL 0 IE 172.0 18"W IE= 105.50. OUT EST ................... ....... .......... ........ ......... ........... .......... ............. ............. ................ . ........ ...... PIPE ANCHOR ..... DETAIL SEE D . ............. .. 12 ...... ................ .......... ... IF 171-0 ... ............ 1-60- :CB-1 _STA. TYPE -2 48" EST 0+1.5 :RIM EL=107.:8± ELBOW :E 18" IE=1:03.0 PIPE ANCHOR 12 HORIZONTAL ........ -- -- ----- ........ ........... ........ :NW 12" IE�102.8 .............. ........... ............. ........... . .... ... ........................... --- --- --- - -------- ..... . ...... 1-40--- ............ :EX 6"NW,SE :IE=104.0± EX C13 RIM EL=105..31 ------- 120 NE ... I - 2 ;' A - DS IE'-_1_0_2J0 NW _12"ADS IE=102.27 SE 12" IE -102 30 ------------- RESTORE DITCH \110 LF 12-"HDPE MATCH EX. LAYED ON TOP OF SLOPE _(20- ELBOW TO END, INCLUDING 10 LF FOR SLIP JOINT) 1-20 SLIP JOINT, SEE DETAIL GROUND SURFACE HDPE -0_57 NO MACHINERY ALLOWED ON SLOPE FROM TOE TO 20* ELBOW.- .0 20 LF 18 - -- - ------ - u ------------------ -- ................. ........... ............ ............. ........... ............ --- --- ------------------------ --- ....... --------- - -100--- .... . ----- -1-00- 40' ELBOW CONTRACTOR TO ADJUST FITTING LOCATIONS, ELBOW ANGLES, AND PIPE LENGTHS AS NEEDED TO FIT PIPE TO SLOPE.. 24 LF 18"CPEP -8 LF 18"HDPE @ 0.010 ALL ADJUSTMENTS SHALL BE SUBMITTED TO CITY 47 LF 1.2"CPEP @ 0.104 FOR APPROVAL BEFORE CONSTRUCTING. 0.010 ----------- ------------------ -- ---- -------__-- ......... ........... ---- -- ......... .......... .... ... ... ..... ....... PROFILE ALONG STORM - LIN J. 2+00 PROFILE ALONG STORM LINE ....... ....... ............ STATIONING DISTORTED %"Am. STATIONING DISTORTED ii EXISTING UTILITY LOCATIONS ARE APPROXIMATE, NOT ALL UTILTIES MAY BE SHOWN. CONTRACTOR IS RESPONSIBLE FOR LOCATING ALL UTILITIES. CALL 48 HOURS BEFORE YOU DIG 1 -800-424-5555 STATIONING DATA A-LINE STATION (FT) NORTHING (m) EASTING 0 +00 57989.08 396942.02 EX CB, CENTER OF GRATE 0+11.11 57992.37 396941.43 JUNCTION LINE B 1+96.44 58048.03 396931.52 EX CB, CENTER OF GRATE 4+99.70 58136.89 396956.97 WV, CENTER B-LINE 0+00 57992.42 396886.63 START B-LINE 1+79.78 57992.42 396941.43 JUNCTION LINE A REF PT 57995.78 396885.55 TEMP STAKE -3'EAST OF CURB REF PT 58001.31 396876.04 EX CB NW OF 0+00, CENTER GRATE REF PT 57984.09 396885.45 WV SW OF 0+00, CENTER GENERAL NOTES: A. MAIN STORM LINES MEASURED FROM CENTER OF STRUCTURES. B. NEW TYPE 11 CATCH BASINS SHALL HAVE ROUND LOCKING LIDS UNLESS NOTED OTHERWISE. C. NEW TYPE I CATCHBASINS SHALL HAVE LOCKING FRAME AND GRATE PER DETAIL BR-18 UNLESS NOTED OTHERWISE. D. CONSTRUCTION EQPMT AND MATERIAL SHALL STAY WITHIN THE WORK AREA LIMITS. E. CONTRACTOR SHALL INSTALL EROSION CONTROL, INCLUDING FILTER FABRIC PROTECTION FOR CATCHBASINS, FILTER FABRIC FENCE DOWNHILL OF CLEARED AREA, AND STRAW MULCH. t 11 DRAWING NOTES: O CORE DRILL CB FOR NEW SD INSTALL FILTER FABRIC FENCE AT EDGE OF CLEARED AREA. CONTRACTOR TO ADJUST ELBOW LOCATIONS AND ANGLE AS NEEDED TO FIT SLOPE. ADJUSTMENT PIPE LOCATION ON SLOPE AS NEEDED OR DIRECTED BY ENGINEER. WORK ON SLOPE WITH HAND LABOR. REMOVE FALLEN TREES, BRANCHES, ROCKS, OR EARTH SO PIPE RESTS ON AN EVEN SURFACE. PLACE/COMPACT FILL TO SUPPORT PIPE AND ELBOWS AS NEEDED. IRRIGATION PIPING IN AREA. CONTRACTOR SHALL PROTECT, REPAIR ANY DAMAGED PIPES. POSSIBLE OWEST LINE IN AREA, CHECK LOCATES 04 ) B-LINE NOT SURVEYED, LARGE TREES MAY BE PRESENT. SNAKE PIPE AROUND TREES AS NEEDED. BELLE VISTA APARTMENTS CONSTRUCTION RESTRICTIONS: THE FOLLOWING APPLY FOR ALL WORK ON THE APARTMENT PROPERTY. A. WORK HOURS ARE 8:00 AM TO 4:30 PM. MONDAY THROUGH FRIDAY. WORKERS SHALL BE ON SITE ONLY DURING WORK HOURS. B. PARKING IS LIMITED. VEHICLES MAY ONLY BE PARKED IN UNRESERVED SPACES IN THE PARKING LOT AT THE NORTH END OF THE COMPLEX. OFFSITE PARKING AND SHUTTLES MAY BE REQUIRED. C. ALL LUNCH BREAKS SHALL BE TAKEN OFF SITE. NO MUSIC OR RADIOS WILL BE PLAYED ONSITE. CONTRACTOR SHALL PROVIDE ALL TOILET FACILITIES FOR THE WORKERS. D. DURING THE WORK DAY CONSTRUCTION EQPMT AND MATERIAL MAY BE TEMPORARILY PARKED OR PLACED ON THE PAVED RIGHT OF WAY. SUCH USE SHALL NOT INTERFERE WITH THE USE, ACCESS, AND OCCUPANCY OF THE RESIDENTS. E. AFTER 4:30 PM AND ON WEEKENDS NO CONSTRUCTION EQPMT OR MATERIAL MAY BE STORED ON THE PAVED RIGHT OF WAY. CONSTRUCTION EQPMT AND MATERIAL MAY ONLY BE STORED ON THE UNPAVED WORK AREA ADJACENT TO CB -1. F. AT THE END OF EACH DAY THE CONTRACTOR SHALL INSTALL STEEL PLATES OR A TEMPORARY ASPHALT PATCH OVER Y TRENCHING IN THE PAVED RIGHT OF WAY. 416 11 CITY OF m-LAN RENTON Planning/Building/Public Works Dept. EXPIRES I I -01 N 26TH ST / PARK PL N STORM SYSTEM PROJECT (21, DOWNHILL SEGMENT 6/15/07 PAGE: DRAWING NO: 3 SHEET: OF--- 6 0 C) CN C4 0 V, 0 !� tT tt . C) t- C) c• Yc. PAID Jr �+ 1 _._� _._ D1 REMOVE GRASS, SHRUBS AS NEEDED. L{} OR�C AREA RESTORE WITH GRASS ! AND RESTORATION NOTES - - - -- N LIMITS (MAX) \ -. Cl ROCKERY � EXISTING SLOPE, MAINLY GRASS CLEARING. CV a W ��:��----- --y"'r:`:' ALL CLEARED VEGETATION, WOOD DEBRIS, TREES SHALL BE DISPOSED OF OFF SITE. a - r. "'—" �� _ AREA A W s� taJ �° C tL'W o \. ___ ___ _ ._.� _1. B Al PRESERVE EXISTING ASPHALT BERM IN FRONT OF DRIVEWAY AS POSSIBLE. i 7A m....... a , .\...... T•__ _ - .�...... m .. O �� PLACE TEMP BERMS AS NEEDED TO DIVERT RUNOFF FROM RUNNING DOWN DRIVEWAY. - - - - - - r _PLANTED SLOPE a — ... i I D - Crne r — — — Q - - -- .. _3. er�Y r ` ,,�- — `- _._ o :....... _: SAWCUT STREET FOR NEW PIPES PER CITY PATCH AND OVERLAY DETAIL HR -05. A. w REPLACE CONC DR B1 s -- 3 �� : _ , - r - - - - - -- 1 " EX. FO WM? G __ - - - _ b. AREA B '.` ON STEEP SLOPE CB� \ t r \ - \.. /� 7 CB- r - �-- - -� ". _ -� - _ �.. - - � _" " ; .: - • • • • • • � • • • • • - - • • • • • � • • • '-�� <• ° ° • • SAWCUT DRIVEWAY FOR PIPE INSTALLATION PER'. CITY PATCH AND OVERLAY DETAIL HR-05. r -� - W DI - _ _ �\.. D1 REMOVE SHRUBS, TREES, l f_ Fe o \ �......... BLACKBERRIES AS NEEDED. AREA C '�.."�. r _ .... s ��__ .. ..... ...•...•�.�- RESTORE WITH GRASS. C1 REMOVE END OF ROCKERY AS NEEDED FOR CONSTRUCTION, STOCKPILE ROCKS FOR RESTORATION. a/ CB -5 �� _. , ��___ I / C4 REMOVE GRASS, ry -. CONC D IVE _ v \ .'.'.' --"i �r s SHRUBS \�� C2 REMOVE LOG SECTIONS, STOCKPILE FOR RESTORATION. PWR? ' -r h --` - - -�' AS NEEDED cv o - Q l �' 1 I EX. HEAVY BLACKBERRY GROWTH C3 REMOVED LANDSCAPING AS NEEDED / W o/ w o ' i FOR ACCESS AND CONSTRUCTION. _ �_s J ` PWR. o I :r -' , o - - ,IQpe to f/ / ON STEEP SLOPE PRESERVE SMALL `TREES AND SHRUBS BY BAGGING ROOTBALL IN BURLAP AND WATERING DAILY.- o �irarixs, / C2 LOGS . o A2 GRIND AND OVERLAY , t, .��-. PROTECT J" o G4 REMOVE GRASS, SHRUBS, BLACKBERRIES AS NEEDED FOR CONSTRUCTION. TREES 4 - / �° t r. �y 1 Ft (� o- E1 LIMITED CLEARING BY HAND C O'LM LANDSCAPING I AREA D ; FOR ABOVE GROUND PIPE -r- PRESERVE BERCN Al �� � �Y -� ►�, 14 a • r, t Extend NEEDED RESTORE o G2 - _ I D1 REMOVE GRASS, SHRUBS, BLACKBERRIES, AND TREES AS NEEDED FOR NEW STORM LINE CONSTRUCTION L � F.'� -��, ��.� -�� ,,� ___ -�° t•.• .. N ti �vDM ay - --_ o_ ._ - ( 1 THE CONTRACTOR SHALL CLEAR ONLY THE AREAL NEEDED FOR CONSTRUCION. DO NOT GRUB: ,' DRAINS B2 ;4 241 cJ .y I AREA E ,� o I E1 LIMITED CLEARING o ( NG BY HAND ON SLOPE. NO MACHINERY ALLOWED ON SLOPE. DO NOT GRUB. •' t zr PARK PL N _ SURVEY AND STAKE B -LINE. REMOVE BLACKBERRIES FOR AT LEAST 3 F 14 o .r ` ° - - f ' FEET ON EACH SIDE OF 6- LINE FOR PIPE INSTALLATION. DO NOT DISTURB TOPSOIL. DO NOT CUT TREES OR OTHER SHRUBS. IDENTIFY ANY TREES OR OTHER FEATURES THAT MAY INTERFERE WITH �. WORK AREA PIPE INSTALLATION. �� r 11NG CL Np PIPE PIPE LOCATION MAY BE ADJUSTED BY CITY TO AVOID TREES IN CLEARED AREA. � ►�� '� LIMITS (MAX) Ep ?,OV 2 5 0 7 y m ( LIMIT ovE o r, - , t ' . I E1 F, AB CONTRACTOR SHALL ALLOW CITY 3 DAY T �. Park: PL N , ,.:,� ;? ;� r. , , .� �° _ _ _ — L � . FO S 0 REVIEW AND 'ADJUST PIPE LOCATION BEFORE PROCEEDING. y L0 2 , - ( ( TREES MAY ONLY BE REMOVED WITH WRITTEN APPROVAL BY THE CITY. I �. J' REMOVE ANY ANY I ( LOGS, FALLEN LIMBS, ROCKS, AND FILL ANY LARGE DEPRESSIONS IN CLEARED AREA SO PIPE WILL REST ON EVEN GROUND. C° G AREA F I G F1 REMOVE SHRUBS, AND LANDSCAPING AS NEEDED TO INSTALL NEW PIPE. SALVAGE SIGN.. o •' \N IDENTIFY ANY TREES OR OTHER FEATURES THAT MAY INTERFERE WITH PIPE INSTALLATION. G / _ APPX END �" F CONTRACTOR SHALL ALLOW CITY 3 DAYS TO REVIEW AND ADJUST PIPE LOCATION BEFORE RE PROCEEDING. -- AcBOVE GROUND PILE ,� c 6/- NRVgs' TREES MAY ONLY BE REMOVED WITH WRITTEN APPROVAL BY THE CITY. o`��oJE ED TREES B, C, D MAY BE REMOVED. SAVE TREES A, E, F, G, X. O _ ti RESTORE a ©ITCH F4 I F1 RES ,NEB AREA MAY BE USED FOR EQUIPEMENT AND MATERIAL STORAGE. P rml (- p,?- F2 ROCK AND LOG /BRUSH PILE. MOVE ROCKS AWAY FROM WORK AREA AS NEEDED. F2 ROCKS ; REMOVE LOG /BRUSH PILE AS NEEDED AND DISPOSE OF OFFSITE. , F3 SAWCUT ASPHALT FOR NEW PIPE PER CITY PATCH AND OVERLAY DETAIL HR -05. REMOVE VEG APPX 6' DOWN PE, \ PLACE BACKFILL, TOPS01 , ABRIC, PLANTINGS G� G GPP� S -285004 EE DETAIL o P 5 RESTORATION LuJ O E AREA A A2 REPLACE ANY DAMAGED CURBING. GRIND AND OVERLAY ENTIRE STREET PER CITY PATCH AND V - 0 ERLAY DETAIL HR 05 p\ RESTORE ASPHALT BERM IN FRONT OF DRIVEWAY FOR 2415 PARK PL 0 +00 AREA B - B -LINE e B1 REMOVE REMAINING CONCRETE DRIVEWAY FROM STREET TO WITHIN 1 FOOT OF GARAGE. REMOVE SHRUBS LANDSCAPI G' F1 -'� 1 m AS NEEDED i - / m °� REPLACE WITH NEW CONCRETE DRIVEWAY WITH EXPOSED AGGREGATE FINISH TO MATCH EXISITNG. MATCH EXISTING PANEL LINES AND JOINTS. a o � CL / G 82 PRESERVE DRIVEWAY DRAINS, INSPECT, CLEAN LINES, IDENTIFY AND REPAIR AS NEEDED. Vne / G SQ \J AREA C ?TO e i - / SAO P,O Cl REBUILD ROCKERY WITH ORIGINAL ROCKS TO MATCH EXISTING. C2 REPLACE LOGS TO ORIGINAL LOCATIONS, OR AS DIRECTED BY CITY. em L ' G� i C3 RESTORE AREA BY GRADING SMOOTH TO ABOUT 3 INCHES BELOW ADJACENT SURFACES, PLACE IMPORTED FILL WHERE NEEDED AND APPROVED. PLACE ABOUT 4 INCHES OF BEAUTY BARK. REPLANT BAGGED TREES AND SHRUBS. REPLACE OTHER PLANT SPECIES WITH NEW PLANTS TO MATCH EXISITNG SPECIES TYPE AND SIZE. 0 O / 000, C4 RESTORE AREA BY GRADING SMOOTH, PLACE IMPORTED FILL, WHERE NEEDED AND APPROVED. PLACE 3 TO 6 INCHES OF TOPSOIL, HYDROSEED AND MULCH (DOTTED AREA). r AREA D '1ti \ D1 RESTORE AREA BY PLACING IMPORTED FILL WHERE NEEDED AND APPROVED TO RESTORE GRADE TO BLEND WITH SURROUNDING GROUND, GRADE SMOOTH: W PLACE 3 TO 6 INCHES OF TOPSOIL WHERE NEEDED, HYDROSEED AND MULCH (DOTTED AREA). `,, a AREA E e \ Y E1 RESTORE AREA BY HANDSEEDING WITH GRASS AND MULCH. ® AREA F RESTORE DISTURBED FORESTED AND NATURAL AREA BY PLACING IMPORTED FILL WHERE NEEDED AND 1 RESTORATION REVISIONS 1 ® -'I 5 -07 F1 APPROVED TO RESTORE GRADE, GRADING SMOOTH TO .MATCH EXISITNG NOTE G RESTORATION LATE FALL , PLACE 3 TO 6 INCHES OF TOPSOIL WHERE NEEDED, HYDROSEED AND MULCH. G1 EXTEND CONCRETE DRIVEWAY 12 FEET FROM PANEL LINE AT END OF GARAGE. IF INCLEMENT WEATHER CONDITIONS PREVENT COMPLETING RESTORATION IN THE FALL SQUARE SOUTH END AS SHOWN. THE CONTRACTOR WILL PLACE AN EROSION FABRIC OVER EXPOSED SLOPES, AND ANY F3 REPLACE ANY DAMAGED CURBING. OTHER AREAS IDENTIFIED BY THE CITY. ASPHALT PATCHES WILL BE PLACED IN PAVED AREAS. GRIND AND OVERLAY ASPHALT PER CITY PATCH AND OVER AI G2 LOWER DRAIN RIMS BY 2 INCHES, SLOPE DRIVEWAY TO DRAIN. THE CONTRACTOR SHALL REMOVE ALL EQUIPMENT AND MATERIALS FROM THE SITE. LAY DETAIL HR -05 INSPECT DRAIN LINES, CLEAN, REPAIR AS NEEDED PER B2. THE CONTRACTOR SHALL RETURN IN THE SPRING OF 2007 TO COMPLETE THE REMAINING F4 RESTORE SHALLOW DITCH BY HAND DIGGING AS NEEDED TO ROUTE AROUND NEW PIPE. oE Wiisy� RESTORATION WORK. E G3 REMOVE PLANTS /GRASS ALONG EAST EDGE OF DRIVEWAY (APPX 1 TO 1.5 FT WIDE). F5 RESTORE LANDSCAPED AREA BY PLACING IMPORTED FILL AS NEEDED AND GRADING GROUND SMOOTH RESTORE WITH IMPORT FILL APPX 2 INCH BELOW TOP OF DRIVEWAY y �Z TO 3 INCHES BELOW THE TOP OF CURB AND ADJACENT GROUND SURFACES: E AND PLACE 4 INCHES OF BEAUTY BARK.. REPAIR IRRIGATION PIPING AS NEEDED. REPLACE SIGN. IV 0. XXIM TOPSOIL AND LANDSCAPING WILL BE REPLACED BY OTHERS, UNLESS SPECIFIED OTHERWISE. 0 i 0 °a° ORIONAL PLANS STAMPED B%• N RONALD d STRAKA ON :6/18/07 ED I PE #29727 10/16/07 10/15/077 IL N ADDED DRIVEWAY CHANGES N T suRVEVED scwE W En r W J o E G we 10 15 07 Qwc ROTH HILL ENCRS As Noted`"` ""v°'� N 26TH ST / PARK PL N STORM SYSTEM PROJECT 6/15/07 NDRRONTAL NAD ,983,,98, �► CITY OF DWC �- FIELDBOOK: Dwc ONE INCH RENTON CLEARING - RESTORATION PAGE: CHECKED DATUM DRAWING NO: : RJS AT FULL SCAB Planning /Building /Public Works Dept. NO. REVISION BY DATE APPR IF NOT ONE INCH L� APPROVED: SCALE ACCORDINGLY RJS SHEET: OF: 6 H OL c b � � 9 � Or 0 °, y b � Ot a 1 0 E .m n`. 0 0 to CO N I N I a. cn to 2 w a W LL i BAND CLAMP BAND CLAMP SIDE VIEW TOP VIEW SPLIT AT SPRINGLINE 0 0 0 FABRICATE (4) 1/4" PLATE ASTM A36 STEEL GALV. AFTER FABRICATION PER ASTM A123. CORNERS 1/2" FILLET FLANGE JOINT TYP ARRANGE HOLES TO FIT BAND CLAMP AND CABLE ENDS. � 12" IPS BACK —UP RING (2) 12 BOLTS, NUTS, WASHERS EACH SIDE 0 � DIA. FOR CABLE , PRESSURE CLASS 160 7/8" X 7.5 "(MIN) � APPX. 2.5' CABLE END VERIFY LENGTH NEEDED 12" FLANGE ADAPTER 172" DIA. CORE DRILL BOLT FOR CHANCE ANCHOR DETAIL DR 17 (2) G THRU CB WALL CLAMP (TYP) NOT SHOWN FOR CLARITY BUTT —FUSED JOINT TYP -1 EX 8" SS NON— SHRINK GROUT 4 ELBOW ELBOW I I ( 12" HDPE PIPE 12" FLANGE ADAPTER BAND CLAMP, SEE DETAIL CHANCE CHAIN SHACKLE 12" HDPE PIPE I _ CLAMP TIGHT TO PIPE, EACH SIDE TENSION CABLES. -11 III -11=11 —I = DRILL 6 1s" DIA. HOLES 12 HDPE PIPE — I =III _ y TO MATCH BOLT PATTERN 3/8" GALV STEEL CABLE, EACH SIDE 1 I- / III I I =(HORZ) — 1 =) _ COMPACTED BEDDING � U TWO CLAMPS EACH END, TYP. = ((- _ _ _ _I I — _i I I ' BAND CLAMP (TYP) = II IF SPOOL, 2 MIN. COMPACTED BEDDING 4 ti 4 4 -4 _) FABRICATE 14" DUCTILE IRON RING 4 4 — 11= CONTRACTOR TO ADJUST ELBOW LOCATIONS AND I 242' OD, 14" CENTER HOLE =III= I SPOOL LENGTHS AS NEEDED TO FIT SLOPE �„ 0 CB TYPE 2 _ I —III REVIEW WITH CITY BEFORE FABRICATING. 212 BOLT CIRCLE, III =III= 5, 6 EVENLY SPACED 1$" DIA. HOLES ° ° - III =1 1I- -i I 1 =1 11= 14" 6 BOLTS, NUTS, WASHERS — I o 0 2 @ 7/8" X 6.5 "(MIN) CHANCE ANCHOR, EACH SIDE (TYP) 4 @ 7/8" X 9.5 "(MIN) ° INSTALL FOR 5,000 LB PULLOUT EACH VERIFY LENGTH NEEDED SEE MANUFACTURER'S DETAIL TO FIT CURVED CB WALL CHANCE ANCHOR DETAIL (ELBOW, ELBOW FLANGE JOINT DETAIL NTs CB -3 CONNECTION DETAIL (NTS) DETAIL NOTES: °� 18" HDPE BLIND FLANGE I 1. CONTRACTOR SHALL CONFIRM ALL FITTING DIMENSIONS, ANVIL FIG. TYPE 212 PIPE CLAMP WITH GALV. FINISH CUT 14 DIA. HOLE FOR 12 HDPE PIPE. BOLT SIZES AND LENGTHS. ANY CHANGES SHALL BE ALIGN BOTTOM OF HOLE WITH INVERT 18 "PIPE. (NON— PRESSURE) SUBMITTED TO THE CITY FOR APPROVAL. OR EQUAL. SPLIT AT SPRINGLINE. SMALLER PIPE TO SLIDE FREELY THRU HOLE. BOLTS CLAMP ID 14" MIN TO ALLOW PIPE TO SLIDE THRU CLAMP. 18" IPS BACK —UP RING PERFORMANCE PIPE HDPE 4100 IPS PIPE SIZES PRESSURE CLASS 160 2. SEE BID DOCUMENT FOR TYPICAL CITY AND MANUFACTURER DETAILS. 18" DR 17 OD= 18.00" ID =15.75 "avg. 0 0 0 „ 12" HDPE PIPE I 12" DR 17 OD- 12.75" ID -1 1.16 "avg. °' ���� ° 18" IPS FLANGE 3. ALL BOLTS SHALL BE HEX HEAD, MINIMUM SAE GRADE 2. COLLAR (2 PIPE (OD ^� 12.75 ") 0 o // , o - - \` — I CORROSION RESISTANT STEEL. WELDED TO STAKE) ; + 0 ADAPTER DR 17 „ ' o =11 ( 4. ALL ELBOWS AND FITTINGS SHALL BE FABRICATED 3/4 BOLT, FILLET 1 /B" TYP o o \Q I I) I ( TO THE PIPE MANUFACTURER'S SPECS. NUT, WASHERS 16 BOLTS o 0 o Q II PLATE 7/8" Dia, 2" Dia, VERIFY LENGTH BLIND BLIND FLANGE 1 NEEDED END VIEW �2 I I I I II I II 4„ � I -III -I _ - 2 �= -FnTn�m� - iii = iii = iii = iii =iii_ -I I 1 =1 - 10 liz° , rT --m-ri = iii - iii = iii = iii = iii = iii - iii = iii - iii = iii = iii = iii = iii 221" DIA. CORE DRILL — iii = iii =iii = iii = iii- Ti- iTi- Ti -iT= - T— — THRU CB WALL 4 — ��— ���— ��� —��— — ,, �Oe = 11111111 III Fill 4 1/ 4 NON-SHRINK D-285005 6 112 GROUT SHAPE PIN PLATE DETAIL __ _ _ _ TOE OF SLOPE TO A POINT 1/4" PLATE ASTM A36 STEEL ELBOW GALV. AFTER FABRICATION PER ASTM A123. CONFIRM THAT PLATE WILL MATCH 18" IPS FLANGE CLAMP FITTING AND BOLT DIMENSIONS ADAPTER DR 17 COMPACTED BEDDING BEFORE FABRICATION. , CB TYPE 2 18" HDPE SPOOL DETERMINE LENGTH IN FIELD TO 12 1„ X 6 PIN PILE EACH SIDE a� a FIT PIPE TO SLOPE, 2' MIN ASTM A36 STEEL GALV. AFTER FABRICATION PER ASTM A153. I PIPE ANCHOR DETAIL (NTs) 18 CB CONNECTION, SLIP JOINT DETAIL (NTS) pia �3 — SURVEYED: SCALE ROTH HILL ENGRS DESIGNED: As Noted DWC DRAWN: DWC ONE INCH CHECKED: AT FULL SCALE DWC /RJS /SKS IF NOT ONE INCH NO. REVISION BY DATE APPR I APPROVED- SCALE ACCORDINGLY RJS /EJW N 26TH ST / PARK PL N 6/15/07 STORM SYSTEM PROJECT FIE`°BO°" PAGE DRAWING NO: DETAILS 5 nommmummi a Oc � F (J) o r �G �t F y 0 LO N N 0 E a 0 0 to 00 N I 04 N 1 3 to ID m cn i w z J lz i i EDGE OF PAVEMENT, LANE LINE EDGE OF CURB &GUTTER, STANDARD VEHICLE WHEEL PATH OR CENTER OF LANE LINE TRENCH EXCAVATION 7 8" PAY LIMIT 4' -0" MAXIMUM SEE DETAIL FOR PAVEMENT PATCH 6.5' MIN. �.y 3' > 4.5 a � � BACKFILL MATERIAL 7' 1' 2.5' ' 3, a MW MIN MIN MW MIN MIN. IN_ MIN. a � � � NATIVE IF IT MEETS SPECS, OR IMPORT PER I� II � �q MIN MIN. SECTION 9 -03.19 (BANK RUN GRAVEL). 2" HMA i I � Q CLASS 1/2" a 2° I a 6" CRUSHED SURFACING TOP COURSE 2° HMA PIPE ZONE MATERIAL ACP CLASS* CLASS 1/2° 6" CRUSHED SURFACING � a FOR MINIMUM STANDARDS SEE TOP COURSE PER WSDOT 2006 SECTION9- 03.12(3) DWG# HR -05, SP PAGE: H032A I iz" MIN. GRAVEL BACKFILL FOR PIPE ZONE BEDDING ACP CLASS* � CRUSHED ROCK, PLOWABLE FILL OR AS REQUIRED BY ENGINEER NEW UTILITY PIPE ' I CRUSHED ROCK, PLOWABLE FILL s'MiN 2° SAWCUT AND REMOVE OR AS REQUIRED BY ENGINEER � a �DEPTH EXCAVATION OF UNSUITABLE SOIL (IF NEEDED) OR GRIND, SEAL WITH I AS APPROVED BY ENGINEER AR4000W I a BACKFILL WITH FOUNDATION MATERIAL MEETING ° ° L � SECTION 9 -13.6 QUARRY SPACES 2.5' MIN. NOTES 1. PROVIDE UNIFORM SUPPORT UNDER BARREL. *MINIMUM ACP CLASS `E' or 'B' SHALL BE: 2. HAND TAMP UNDER HAUNCHES. PRINCIPAL /MINOR /COLLECTOR ARTERIAL STREETS 3. COMPACT PIPE ZONE MATERIAL TO 90% MINIMUM DENSITY AND INDUSTRIAL ACCESS STREETS — 6° ACP CLASS `E' or `B' I EXCEPT DIRECTLY OVER PIPE WHERE COMPACTION WILL BE HAND TAMP ONLY. DWG NAME: HR -23 (NTS) i RESIDENTIAL ACCESS STREETS — 2" ACP CLASS 'E' or 'B' 4. PIPE MUST BE ANCHORED IN SUCH A MANNER AS TO ENSURE FLOW LINE IS MAINTAINED. TYPICAL PATCH FOR FLEXIBLE PAVEMENT LANE WIDTH OVERLAY FOR PERPENDICULAR TO ROAD CENTERLINE (NTS) I FLEXIBLE PAVEMENT ONLY (NTS) DWG NAME: HR -05 � TYPICAL TRENCH BEDDING AND BACKFILL (NTS -------- - - - - -- - - - -- LIVE CUTTINGS — APPROX. 25, 18" TO 24° LONG, SAW CUT SHALL BE VERTICAL 1/2" TO 1 DIA., PLANT APPROX. 18" ON CENTER AND IN STRAIGHT LINES EQUAL MIX OF RED STEM DOGWOOD, CORNUS STOLONIFERS CEMENT CONCRETE AS DIRECTED BY THE ENGINEER i ABANDON CB PER SPECS PLACE 2" BARK OVER FINISHED AREA NATIVE WILLOW, AND PACIFIC WILLOW 6 —INCH THICK, MIN. EXISTING CONCRETE PAVEMENT PROTECT HYDROSEED, THEN DRAPE v i YARD DRAIN FABRIC OVER TOP, STAKE D 6 -285006 COMPACTED CRUSHED ` MIN p �� SURFACING TOP COURSE. � 3 /4 °DIA. X 12" LONG DOWEL BAR @ 18" ON CENTER 12" EPDXY COATED :MIN. USE ON ALL CONC TO CONC JOINTS EXISTING GROUND, FILL CB WITH OR COMPACTED TRENCH BACKFILL IMPORT FILL AS DIRECTED BY THE ENGINEER WOOD STAKES `q 12 TO 18 INCH LONG 12 INCHES OC AT TOP, BOTTOM, AND SIDES PLUG PIPES TOPSOIL 4 TO 6 INCHES COMPACT FILL IN ROLL FABRIC AND EROSION GULLY IMPORT FILL AT BASE TYPICAL PATCH FOR RIGID PAVEMENT I 4 TO 6 INCHES STAKE BOTH SIDES PATCHING AND RESTORATION Y' (NTS) PER DWG NAME: HR -22 SLOPE REPAIR AT CB (NTS) J. E � T —// v7 11E 0wm loll a/ p SURVEYED: SCALE: ROTH HILL ENGRS DESIGNED: AS Noted DWC DRAWN: DWC ONE INCH CHECKED DWC /RJS AT RILL SCALE ONE INCH N0. REVISION BY DATE APPR AF'PRD�. Iscal"E°ACCORDINGLY RJS N 26TH ST / PARK PL N 6/15/07 STORM SYSTEM PROJECT RELDBOOK. PAGE: DRAWING N0: DETAILS 6 SHEET: OF 6 ff-nRnn I I " 0 y �y o m z b oz e c� H C O LO 00 N N a 0, 0 3 N PROJECT LOCATION CONTACT NUMBERS NAME AGENCY PHONE DANIEL CAREY CITY OF RENTON PROJECT MANAGER 425 - 430 -7293 EXISTING UTILITY LOCATIONS ARE APPROXIMATE, NOT ALL UTILTIES MAY BE SHOWN. CONTRACTOR IS RESPONSIBLE FOR LOCATING ALL UTILITIES. CALL 48 HOURS BEFORE YOU DIG 1- 800 - 424 -5555 WON& PLANS STAMPED BY: WINAW d SHWA ON:B/18/07 PE #Nn7 EXPIRES: 70/18/87 CHECKED FOR COMPLIANCE TO CITY STANDARDS Lys Hornsby Date 6/18/ Mike Stenhouse Date 1318/ Date RECOMMENDED FOR APPROVAL BY Daniel Ca BY _......... City of Renton, Washington N 26th ST /PARK PL N STORM SYSTEM PROJECT SUMEYEO: ROTH WILL ENGRS PROJECT NO. SWP -27 -2850 JUNE 2007 SHEET # DESCRIPTION 1 COVER SHEET 2 PARK PLACE SEGMENT 3 DOWNHILL SEGMENT 4 CLEARING - RESTORATION 5 DETAILS 6 DETAILS As Noted D wx: DWC oNE'x $CPIE CMECKEO: Ai NLL DWC�RJS r x.' pNE INCH N0. REVISION BY DATE APPR MP—O , S. H.CORDIWI rEx>� NAw ae xOP20N(PL W➢ 98]/)891 ;; : CITY OF — RENTON DATUM Planning /Building /Public Works Dept. of s N 26TH ST / PARK PL N STORM SYSTEM PROJECT PARK PLACE SEGMENT Gds; �- a85ca�7 MENFEWE 6/15/07 N 30th St - - - Lp _ _ °) ;IIII11 1141 1 111I��� E m To ry ovm aL N2 t P m 3 0 je ling o e New St Line NO R C U N 6h i a _ N Bell ista A o' oa O 0 A rtmen 0 2 Ent nce q 0' 300' °^ N 1 I Scale: 1" = 300' 0 PROJECT LOCATION CONTACT NUMBERS NAME AGENCY PHONE DANIEL CAREY CITY OF RENTON PROJECT MANAGER 425 - 430 -7293 EXISTING UTILITY LOCATIONS ARE APPROXIMATE, NOT ALL UTILTIES MAY BE SHOWN. CONTRACTOR IS RESPONSIBLE FOR LOCATING ALL UTILITIES. CALL 48 HOURS BEFORE YOU DIG 1- 800 - 424 -5555 WON& PLANS STAMPED BY: WINAW d SHWA ON:B/18/07 PE #Nn7 EXPIRES: 70/18/87 CHECKED FOR COMPLIANCE TO CITY STANDARDS Lys Hornsby Date 6/18/ Mike Stenhouse Date 1318/ Date RECOMMENDED FOR APPROVAL BY Daniel Ca BY _......... City of Renton, Washington N 26th ST /PARK PL N STORM SYSTEM PROJECT SUMEYEO: ROTH WILL ENGRS PROJECT NO. SWP -27 -2850 JUNE 2007 SHEET # DESCRIPTION 1 COVER SHEET 2 PARK PLACE SEGMENT 3 DOWNHILL SEGMENT 4 CLEARING - RESTORATION 5 DETAILS 6 DETAILS As Noted D wx: DWC oNE'x $CPIE CMECKEO: Ai NLL DWC�RJS r x.' pNE INCH N0. REVISION BY DATE APPR MP—O , S. H.CORDIWI rEx>� NAw ae xOP20N(PL W➢ 98]/)891 ;; : CITY OF — RENTON DATUM Planning /Building /Public Works Dept. of s N 26TH ST / PARK PL N STORM SYSTEM PROJECT PARK PLACE SEGMENT Gds; �- a85ca�7 MENFEWE 6/15/07 as: D - 0 g (VERSION ; LlLO DO cal �o -EX.C8 RIM =200.06 ° °CC 2520 0 I I° a I 241 7 a 241 1 ( o a 1 407 NE 6 IE= 198.54 ` °CC I N W 1, ;' -_ 6 IE =198.64 Park PL N �I I Garden CT N I I Garde CT N C Garden CT E 1 ' °^ '1 �I /// ¢I v�-��" ��_ _W 72 CC IE= 196.74 I RM" �I ",78.;65.94 I I l i f i :' z° E 8 1 CoN I l l - P , r ,< _ > �4.,_- -%-` - ---"- -- �-- W 8" IE= 165.87 RE CED W/ NEW SEE PROF LE 1 I '� EX.CB RIM= .40 r v A.___�, TFt , , ���\ /�,� ^ v. " -- - - ---- - _----- \ EX RIM= 182.16 E 6' ADS IE= 179.14 I I CB RtM =17 I I S 4' 71.73 - E--} „" P =179 48 / r - -- ____ ___ --- W 4" ADS IE =179.7 _- I 7.74,'. RI N i2" P - 171.65 P IE =1 '' E =775 PLU g^ &C O w 0f A� A _--- AFV SCMP = 179.0 `^ W P17 1 S EUGGED w _ PVC IE =it R 171.09 I .8 -_ //�/e o J `` -`\ ..,, _7-c ,� avooa� ,.�_' `- - ------- - - -- x EX CB, 12 W a. w I i P ' y, l y _- `______ _ 1 CB- --� _ w ttw IQ 7A ____ c wa i O - ..T,pjl >O' I�mn ✓� N ___ M E" ____________ NI 1 W 12 °C P i m - ^° .`- w"'.n �,4 ° 0'^ EASEMENTS WD 20 0152_ __ -____ I �___________ � i w /' SE €- NCiTE-K____ z 10 1 �fi , { wk8'� �q , __ \, -�l' �.___ loin �i __ �' PLANTED SLOPE��" SSMH H . �\ , -__ , �`__ ? '�. ( - , -'tea / RIM = 197.38 A �$ ' E IE= 188.54 o i 0 i -��r' `t , �� ' _r - rk ` _"- ..-, -� i ` -_\ - - -www - +- ` °a�iu�i �_____, �` -_ -�� _ __,v ,.. �\ _?..�__ - �- _"'-' -.°J / -� - - - r� Rockery �` -� CB -4\ W tE= 188.10 i l o z _ -._ t JiB fi WM ?°J �S�- -_ rn B\i @i __ C.B_7 Ir _(__ ('-t- -1 -8 „W wR? ___ - +-'" L. ���� R 8'SS o cl I U1TEG,P ____ ] '' ABANDONED �..._ f ` �" m CB -eJ r _..,.. °.r� -- ___I'� . �\ \` b � (q /,. CONO DRIVE a I� SEEE NOTE AAO 7 4- v'- SSMH "_ v O. tti v T''eL'r ° /x o' DRIVV�WAY�8LA8/ `` RIM = 176.02 �✓'z \ ��Q a; / ( r 1301. °o 3• " y 2 O Nix ,p \6 o emu TOP Of w ASPHALT BERIJI .. °J T° t� -Yttf 2� _ 3 PWR. N 8" - 4 wx ' I,� ,� o �� ¢ / m ,i 'v rte ,����I ( /��� // fs'8'�IE= ,70.32 w3 � SEE PROFILE t' a ' c r U O �' (. QU r r N 26{11 St o - O '^+' �qP- w F _ , z u / o I EX.CB RIM= 177.32 r�, `0 / Q O 2(X / _ 2515 �P EX.CB RIM= 182.09. - = =nor - t = MP -+E-k7 E 12" IE =i 7.51 t, -N r, ,1 '-FLOOR DRAIN (10 "X10 "�1 / t .63 1 �/ y] T�T� T - I Lj a EASEMENT BELLA VISTA PL N PLUGGED �` W _ / "X10" Y,_ SEE NOTE A ark r /I FLOOR Aw (10 _ °_- - I� REPLACED W/ NEW ,� - 1.59 EXISTING UTILITY LOCATIONS ARE APPROXIMATE NOT ALL UTILTIES MAY BE SHOWN. ,.��I I rgj CONTRACTOR IS RESPONSIBLE FOR LOCATING ALL UTILITIES. FLOWLINE STRIP DRAIN / cT�- ,- z� - "1T9 _ 0 �� �p 2415 ' SEE EASEMENT-YAO zi SEE NOTE A ( x (0.2'WX7.3'DEEP) -,, t,:: F � , PLACED NEW INLET ��� ,� NO PIPE RECONNECTED TO �n o I PARK PL N m o� CALL 48 HOURS BEFORE YOU DIG r ExCe RIB= 179.22 ;; ro ;t -`..TV DOWNSP T AND F OT1NG-�- - --- ' DRAIN, AME AS ISTMG ° -- _ ( N vl 1- 800 - 424 -5555 N TRENCHjDRAIN IE= "CMP rtE= ,� 177.9± Tj, c X r PIPE W +do a w -' -- ,' E 12 174.82 r W 12 "CMP;9E= 174.62 7 �� i N j Q� mT 2507 / �� `J 1 I' Y W g Park PL N , ° w' 'i L O `�- _ - - - .r =- -' ( o o m STATIONING DATA �; .� a -- L x w �� > Q al x m o I "�`.,_` a U/ } ZZ A -LINE /. �_.,_".�� - ,"� _ "'" ( o j _._.:y 3 ° Q w m z_ °- Y Q STATION (FT) NORTHING (m) EASTING (m) ' o-, _ /r' ,� Iz _�- - o I ' O 1-Z 0 +00 57989.08 396942.02 EX CB, CENTER OF GRATE 0+11.11 57992.37 396941.43 JUNCTION LINE B 1 +96.44 58048.03 396931.52 EX CB, CENTER OF GRATE r' / r + _- � "-",6 _ ( ion °' ` °" ( rm 9� ABANDONED CB Z is s 0 z .- _ O o Q O o v w �f v Q / REMOVED TOP, PLUGGED PIPE 4 +99.70 58136.89 396956.97 WV, CENTER E STORM SYSTEM O _ w w w = ° B CITY FILE TED401990 HEATH SHORT PLAT r $I e i SSMF1 - - - - - -- _�_ B RtM EL =158 M z 1 /'I I UNAB OOP GRATE IO m �y! X O E P O w U I �G° H H H H Q -LINE 0 +00 57992.42 396886.63 START B -LINE LND -20 -0123 / u m `RIM= 159.27 K E 12" - EST co n N pj Q 7 N I I m pj a p - DtICN 7 +79.78 57992.42 396941.43 JUNCTION LINE A / r TANK ' IE =151.0 EST II 6 2" IE= E _ o 0 0 •- fW o 1\ REF PT 57995.78 396885.55 TEMP STAKE - 3'EAST OF CURB REF PT 58001.37 396876.04 0 CENTER N 42 LF 48 42 LF 48" cMP --��,� -- e 3� x> �i yi EX CB NW OF +00, GRATE - -- - -- ---------- O N Z is / a m n- REF PT 57984.09 396885.45 WV SW OF 0 +00, CENTER a`' M --- -- -------- r:_;1r -�- " SCALE PROFILE ALONG NEW STORM LINE DRAWING NOTES: GENERAL NOTES: CB -7 8 "DI: ® 0.167 : ® 0.054 6 LF 12 "CPEP 0.11 CB -6 „ - , SOME HORIZONTAL DISTANCES AND STATIONING MAY BE DISTORTED HORIZ: 1 - 20 O REMOVE :EX SD AS NEEDED. PLUG: OPEN ENDS! OF PIPE. 11: LF 12" CPEP ®0.75 7i LF 'YY'C�EP -- 833 A. MAIN STORM LINES MEASURED FROM CENTER DF STRUCTURES. : 12 LF 8 "DI ��'H:64Z : : REMOVE 8 ".SD - 'C6iC1s7E2� PX °"^ VERT: 1 r�= 11 Or : 2 PLUG EX SD IN CB -O ._.... _. . -. -... ._...._.. ....... .._.. ....___. CB -7B TYPE 1 :...-- B. NEW TYPE It CATCH SHALL ROUND -- -CB -7A -TYPE 1 -:- _ EX CS Rlan EL 782.06 ......__.. "C ' °- _... -... :cx -cB RIM EL :.... s EL £ "AD:T "E 182.13__........ .._.._... ....... ..... - ._.....__. ......___.. .- . -O .. .__ .. ........ ....... -____. CORE DRILL CB FOR NEW SD PIPE. ;BASINS HAVE LOCKING STA. 3 +15.7, 1:8.0'L STA. 3 +9.5, 3.7'R- =- - - ^P 1 REMOVE s IE =tat 6 179.13 LIDS UNLESS NOTED; OTHERWISE. 1 RIM EL =�4. : EL 184.23 "E - RIM EL= 784.06 1`& ' =- k- N49'�t2 cMP IE --rrr� PLUG NEW E 12 w 4 °ACS IE =179.7 4 "W 1797 W s "CMP IE =1 , - POTHOLE: LOCATION, E IE =1T, 8 181.98- W @E- 1. ,81.46 D 12 "W 1;78.73 CB -4 TYPE 2, 48 ,® C. NEW TYPE I CATCHBASINS SHALL:HAVE LOCKING FRAME _ IE 177,571 - STA. 0+94, 5.5'R AND GRATE PER DETAIL BR -18 UNLESS NOTED OTHERWISE: : oonn°°° ............ .- . -.... ..... ..,... ......... ...__.. ..._.... - - o -:_.. ` __.... ____.. 1.�0. -__. -- - - .......... ......._.. ......... RIM EL 6.35 EL 775.70......_ jO INSTALL FILTER FABRIC FENCE AT EDGE OF CLEARED AREA ...._. ............ .. ...__. ......____. -1 vv.- __ ..___ ___... ... : N 12 IE =1 25 72 "N 170.00 ..__........ Lg'w -- - D. CONSTRUCTION EQPMT AND MATERIAL SHALL STAY WITHIN THE - _ �o S 12 IE= O 1 12';'S 169.60 WORK AREA LIMITS. : : : PWR oc UN K _ HOC PPx O _ LaW EX E 6"E= 172 20 AWN E. CONTRACTOR SHALL :INSTALL EROSION CONTROL, INCLUDING: CB W./OUT SUMP: Loc UNK Loc APPX FILTER FABRIC PROTECTION FOR CATCHBASINS,: FILTER FABRIC TO AVOID POWER 'AREA; : --- - - - - -- - - EX CB-5 TYPE. 2.., CB -3 TYPE, 2,48"._:_ EX r:B FENCE DOWNHILL OF: CLEARED AND STRAW MULCH: :. CONDUITS BELOW 1T CB -TYPE 2, 48" CB-6 TYPE 2, 48° .. - RIM EL =1. .32 EL 177.16 STA. 0 +376,1.41RIM - --- - - - - -- - - : -RIM EL_ 183.32 STA. STA. 3 +13.3, 9.91: RIM EL= 4.3 EL 184.41 ",S STA. 2 +55.4, 3.61 RIM EL =3 2.2 EL 382.19 "N EX E 12': I 171 07 : 12 "E 110.76 RIM EL 8.5 EL 178.69 �' EX W 12' IE= PLUG PLUGGED S 12" IE =1 .0012" 174.19 (:)-NEW 12 "N 171.76 "N : E t )'CMP IE= 9. 12 "E 179.52 N t> "CMP IE= .25 PLUG PLUGGED W IF= 175.8: PLU D CHECK, PLUG IFiNEEDED S 12" IE= 9. 012 179.31 "E N 12" IE= 7./1012 177.09 °S N 12" IE= 00 N 12" IE= 1 0012 168.39 12 "S 170.56 "W �' NEW N 12 ": IE 178. "N AS -BUILT NOTES: . .___.. ..... ._.... ._:.____......... ......... _.... -1.9� !._. E 2" IE =18 00 8 180.81 .. "..IE -8 "W- S 12" IE =1 .90 12 176.49 :_ .. "W O NEW S 12" IE= 71. : (3 - W 12" IE- 68. 12 168:19 :..___ 12 177.52 A. UTILITY :EASEMENT- YAO, RECORDING 20060503000610 :. : W. 180':8.1 W..12 1IE ='T7 512 ..177.09 - EX 8 "E 7E "E - .. -. -._. - .__.. -. ....`... - .- .__.......COREDRILt- SEE- DETA {L....... REMOVE EX - ...... .___.. # ! IE= 12 177.09 TYPE' 1 CB S6 REVISION 10 -8 -07 UTILITY EASEMENT- BELLA VISTA, :RECORDING 20070117000333 # '----- ----__ - - : EL UNK FILL .CB WITH CONCRETE TO BILL OF. SALE - BELLA VISTA, RECORDING # 20070117000334 _ 2 FEET BELOW NEW PIPE IE FOR OTHER EASEMENTS SEE GARDEN COURT N D- 1914, ! o! 0 �- r- APP 176.4 X EL HEATH SHORT ..PLAT ..EN.D =20 =0.123...... : ...__. oo :.. �.v� - ..___.. ... o.__... ..... :..... GROUND WS ............ ..__. .. .. ....... ... .____ ..._. O 1.....1. p, .__...... .--180 L. JAMES KEFFER SHORT PLAT LND -20 -0152: 0 - SURFACE : LOE iiNK 9 0 GROUND SURFACE B. NOTE- THE CITY HAS TAKEN OVER OWNERSHIP of THE MAIN : : � � ws STORM LINE THROUGH THE BELLA VISTA APARTMENT COMPLEX Loc Ar?Px ws Po R? v - : ABANDONED LAKE WASHINGTON BLVD. nPPx oc PWRr - o -_ -- - 70- APPX, APPX: APPX ........... .0.. ........_.. ......._..... _ ._. -.- -.. . -. - 8 CONC SS .........._ . -1.Z0 ... C. REVISED STORM LINE AND STRUCTURE LOCATIONS PER AS -BUILT - "CPEP 0.038._... ® 0.082 ��__ - Q :.., SURVEY. LAYERS WITH PROPOSED DESIGN TURNED OFF. 58 LF 72 6"6:96,1 58 LF 12'CPEP CsT"8:9$ @'. _ _ I - - SS - - (- -- g' CON D. CLEANED UP CONSTRUCTION NOTES NO LONGER NEEDED 0 6 0.111 BY ERASING. OR TURNING. OFF LAYERS. - ® 0,0055 rEL /crvjiPwR - 30 LF 12 "CPEP 6"6 -7-6Z $ SEE ORIGINAL. PLAINS.. FOR - CONSTRUCTION.. NOTES_ __. 9 "SS 102 LF 12'DI @-'Dr8874 I 62,. LF CPEP.... I..... - 4 ......... ...... ._....._ ._ _. APPX IE ......_LGa.PPX...,. _ .72 164.0 - - -- - : 8 SS @ T-64$5_, SSMH RELOCATE -IE 1687 6 0.0195 S 8" IE 170.32 ...... .__.. 6 � : WASy D O O _ PRIVATE UTILTIES N s° IF no.a2 AS NEEDED NEE AS-BUILT __..... .._.3(00.... _..... .. :.__ a AS -BUILT SURVEY BY:.... y. z _...._ ....... _. 2(00 _. .......... ........ 1.100 _ . .____ ......... ....... OI pO ...... ._ ............. ._........_. " N PACE ENGINEERING 2 REVISED STORM LINE AND STRUCTURES PER DWC 3 -25- 8 ,per .RECOMMENDED AS -BUILT SURVEY. REMOVED UNNEEDED NOTES INFO, 11/15/2007 a /SC sum�vm: scut' uExncu: eaw ,eea ROTH HILL ENGRS AS Noted NOPROMAL NAp 1903/1891 �� CITY. OF N 26TH ST / PARK oslwmDwC s a,E.___. PL N STORM SYSTEM PROJECT 6/15/07 n o9ave. v FOR APPROVAL _u RENTON AS -BUILT PLANS STAMPED BY: By Daniel Carey 6/18/07 Dwc axs wcn PARK PLACE SEGMENT DAVID R. FULTON ON:1 10 OS ORIGINAL PLANS STAMPED BY: / / DATUM cnccxm: "r�� DWC /RJS Planning /Building /Public Works Dept. 2 PLS #32429 EXPIRES: 10/25/09 RONALD J. S7RA /18/07 BY it "vr vxc Ixcn srue R :- 1 PE 1/29727 EXPIRES:- 10/16/07 N0. REVISION BY DATE APPR accoAOwsls rar'xRJs sn3vr. cr, LL 6 D Q -�R5_ as: D - 0 g 013 "'1 a?5009 z 31 x \ Z w? IA I�\ $ EXISTING UTILITY LOCATIONS ARE APPROXIMATE, NOT ALL UTILTIES MAY BE SHOWN. LO 7`7 o e z a �' \ m ' m ` 1\ \ \ CONTRACTOR IS RESPONSIBLE FOR LOCATING ALL UTILITIES. 00 N q y in ) tml C) \ M /' o1 ` / j t CALL 48 HOURS BEFORE YOU DIG N `\ t r JAP 1- 800 - 424 -55 � f. \ , ;\ \ L - rANE$E I -- 3('MP O '' 'I t r) r _go o z� - J/�PANESE On In - °k STATIONING DATA EX. _6 SEE PR E rrl N m'r `O z \ r 11 Elr+i I 12 "PI A N \ m� i JS� - - - -- A -LINE E 12"11 I 0. _ -- \ 0 zM1 +40 �OZm Pro erk -Line STATION. (FT) NORTHING (m) EASTING (m) \, �`\ \ NW 12 "ADS -10n o z F' x \ <r o m , I-- r�-�- - - - - - - - - - - \ m� - - - - - - 0 +00 57989.08 396942.02 EX CB, CENTER OF GRATE 0 57992.37 396941.43 B RI 05.98 - �z ° \m 'r I \n I r -- n z m A +11.11 JUNCTION LINE R Ex.0 6A "S z o -e o > < r 03 r m °� 1 !r / 1+96.44 58048.03 396931 .52 EX C8, CENTER OF GRATE „q RIM= S 6 "PVC IE= 6 102.38 "NW \ �n o rr I I 1 o > n yp'.m it / - 4 +99.70 58136.89 396956.97 WV, CENTER \ "PVC .< 6 102.53 ,I n ` `t ( < m EASEMENT -BELLA VISTA \ `F¢ �� \ "STORM \ `�x N 6 IE =102 "ADS i 12 "SW 102.33 \ r I ` r I / o B -LINE Ex. 12 SYSTEM \\ x\v, \ \ ,> `� `� `�� SW 12 IE= 02. 4 ', r' I mJ \\ (I / A 'D° N 0 +00 57992.42 396886.63 START B -LINE NOW OWNED BY CITY �' \ �. SEE NOTE A, e \ \ ` \$ \ " 0 Q n \ vi \ \ e rn �� �` \ hI \ I n, 1 i 11 Q -P 1 +79.78 57992.42 396941.43 JUNCTION LINE A 12"FR z r \ I I I `.I 1 y Q -' REF PT 57995.78 396885.55 TEMP STAKE - 3'EAST OF CURB \ v\\ Sec 1> \ ` �` \ ` J \ \ \V z zm 3 I I I ,i \ u g s 1 I r� �+ REF PT 58001.31 396876.04 EX CB NW OF 0 +00, CENTS REF PT 57984 09 396885 45 WV SW OF 0 ENTER R GRATE +oo, c . �`� \ \w Sheet 48 ,v p, ` O p L ►�QrA r +z I v ro V m, V v e`� I to Xi \ w\ '�\ `` v . V, zr m roro I�i � a it for Z m 1 r' 1 r l r z GENERAL NOTES: \ ` g11t ABA D ED W RMAIN ` ` APEX END r oz s° I r it �ror ' "MP s �S BUILT'NOTE F / \ v \`� ABOVE GROUND PIPE 12 "�W +a 12 1 J r io I "° mT 'C� �,I I �I >n 1 A. MAIN STORM LINES MEASURED FROM CENTER OF STRUCTURES. ` \ p ic\ 6 "FR `1T� TRIPE n v SLIP JOINT I 1 1 // i \ is I iv o 1 PIPE BENS > '�' , 1 ( '^°''' �` ( I i� \ i t B. NEW TYPE II CATCH BASINS SHALL HAVE ROUND LOCKING r.� `\ \ . x \ 12" TO 18" 61'cw rx o I DowN HI g10�, �° I " �'^� aaw/ , -''_ I r ° LIDS UNLESS NOTED OTHERWISE. \�- 0 1 (`,�I I 0110 Ce, 11 1° MP0 { // .'� -' - 1 1 C. NEW TYPE I CATCHBASINS SHALL HAVE LOCKING FRAME V I- \-- I Pro ert Line "t �0 1--- - -I - -- i -- '' i > °\ o,- I r 'so 10" W )> ` i ' ° 'r' AND GRATE PER DETAIL BR -18 UNLESS NOTED OTHERWISE. \�CB_1 `p` \ CB- ° rt \'' m i - '- -I -�I- -. SS App" --- B -LIME ` i i b -� -- \'- - - -- - -_ - - -_ - - - - -- D. CONSTRUCTION EQPMT AND MATERIAL SHALL STAY WITHIN THE WORK AREA LIMITS. 1 . \� c+ A Pp x. + BA D CLAMPS- 1 I S\ EASEMENT -BELLA VISTA ` SEE NOTE A �"�- - - r �`� - -- �-- - \ T \ -- -o-- - s r i ` ° - - -- e / r `� "SD Property Line_ E. CONTRACTOR SHALL INSTALL EROSION CONTROL, INCLUDING 20 \` \° 12 FILTER FABRIC PROTECTION FOR CATCHBASINS, FILTER FABRIC �) M � r PIPE A CHOR \ HANCE 35' ELBOW 1!1 k r- -:r - - - - - - A CHOR 1 \ r ` -, FENCE DOWNHILL OF CLEARED AREA, AND STRAW MULCH. ' APPX START 1 V �' z x m sk m m -' WV n x y\ ABOV GROUND PIPLaO \ o'^ zm \ Mz 14, O 2 O D° > r DRAWING NOTES: (1 / / TREE A B OKEN TOP CUT FF BY B DEC 20 7 STORMS, P o �'\ Z Tit II B LLA VIST 5 m 1 '\� r ° ° O O CORE DRILL CB FOR NEW SD 'O TREE D L NING OV R, APPE RS DEAD. TREE C LO ATION A JUSTED 0 MATCH r, °q INSTALL FILTER FABRIC FENCE AT EDGE OF CLEARED AREA. NORTH ACTUAL LO ATION. > m �� - \ ° n CONTRACTOR TO ADJUST ELBOW LOCATIONS AND ANGLE AS NEEDED TO FIT SLOPE. 12 ADJUSTMENT PIPE LOCATION ON SLOPE AS NEEDED OR DIRECTED BY ENGINEER. AS -BUILT NOTES: WORK ON SLOPE WITH HAND LABOR. REMOVE FALLEN TREES, BRANCHES, ROCKS, OR EARTH SO PIPE RESTS ON AN EVEN SURFACE. PLACE /COMPACT FILL TO SUPPORT PIPE AND ELBOWS AS NEEDED. A. UTILITY EASEMENT- YAO, - RECORDING - - # -- 20060503000610 - -- - - -- - - - -- - - -- - - - -- - - -- - _.:._ _ - -- 13 IRRIGATION PIPING IN AREA. CONTRACTOR SHALL PROTECT, REPAIR ANY DAMAGED PIPES. UTILITY EASEMENT- BELLA VISTA, RECORDING # 20070117000333 !SCALE: PROFILE ALONG NEW STORM: LINE POSSIBLE QWEST LINE IN AREA, CHECK LOCATES BILL OF SALE - BELLA VISTA, RECORDING # 20070117000334 L� :HORIZ:i 1 „ _ ,I SOME STATIONING: - ZO! MAY BE DISTORTED FOR OTHER EASEMENTS SEE GARDEN COURT N D- 1914,! : - 14 B -LINE NOT SURVEYED, LARGE TREES MAY BE PRESENT. SNAKE PIPE AROUND TREES AS NEEDED. LE JAMES 1tEFFER SHORT. PLAT:I1XD -20- .0.152._.... ... ... STA.. B. NOTE- THE CITY HAS TAKEN OVER OWNERSHIP OF THE MAIN O -0.05 RIM EL =I1 .5 RIM. 178.69 STORM LINE THROUGH THE BELLA VISTA APARTMENT COMPLEX -27 LF 12 "HDPE To3"@:8 -t-2 - S 12 IE -1 .00 12 °S 174.19 TO LAKE WASHINGTON BLVD. ;See R -28:00 and Sliest 4B (CB TO FLANGE) N 12 IE -1 0 12 "N 168.39 BELLA VISTA APARTMENTS CONSTRUCTION RESTRICTIONS: _ S. W 1.. IE- 68. 12 "W 168.19 OUT THE FOLLOWING APPLY FOR ALL WORK ON THE APARTMENT PROPERTY. C. REVISED_STQRM.:LINE. AND.. STRUCTURE.. LOCATONS,.P.ER, AS- .6UI17 _...... SURVEY. LAYERS WITH PROPOSED DESIGN TURNED OFF.: : A. WORK HOURS ARE 8:00 AM TO 4:30 PM. MONDAY THROUGH FRIDAY. ELBOW, FLANGE JOINT : WORKERS SHALL BE ON SITE ONLY DURING WORK HOURS. D. CLEANED UP CONSTRUCTION NOTES NO LONGER NEEDED. SEE DETAIL BY ERASING OR TURNING OFF LAYERS. 5C RFPCE B. PARKING IS LIMITED. VEHICLES MAY ONLY BE PARKED IN UNRESERVED SPACES IN THE PARKING LOT SEE ORIGINAL PLANS FOR CONSTRUCTION NOTES. acNa �R AT THE NORTH END OF THE COMPLEX. OFFSITE PARKING AND SHUTTLES MAY BE REQUIRED. _ zo• ELBQw. _ 180..;,. _ ... F. ABANDONED WATER MAIN FOUND. 4 -INCH ASBESTOS; CONCRETE PIPE ABOUT t8 INCHES DEEP. CB 2:TYPE 2 60'•! STA. 0 +25.9 ABANDONED' - ° o :NOTE- Ex. 12 "SD was perforated. C. ALL LUNCH BREAKS SHALL BE TAKEN OFF SITE. NO MUSIC OR RADIOS WILL BE PLAYED ONSITE. CONTRACTOR SHALL PROVIDE ALL TOILET FACILITIES FOR THE WORKERS. PROBABLY WATER MAIN FOR PREVIOUS TRAILER PARK. RIM EE= 0.2 RIM 110.19 !� - ° 1 "S :There may be some "E ° groundwater PER CURRENT WATER MAINTENANCE PROCEDURES PIPE WAS O3 -18 IE =10 00 INj 18 "E 104149 - 'ET 2.D :seepage from trench to .:the.. east D. DURING THE WORK DAY CONSTRUCTION EQPMT AND MATERIAL MAY BE TEMPORARILY PARKED OR PLACED LEFT IN PLACE AND BURIED IN TRENCH. : 18'W It= 5. OUT 18 "W 105.99 and out of base of downslope pipe.: ON THE PAVED RIGHT OF WAY, SUCH USE SHALL NOT INTERFERE WITH THE USE, ACCESS, REMOV.ING..ASBESTQS.. PIPE.. REQUIRES.. SPEC, AL_ HANDING ._......_ ___... ___.. .__. : _.._. __. _.. aSS.. -. .1.60..!., AND OCCUPANCY OF THE RESIDENTS. AND DISPOSAL. : ....... ... Ie m.0 ELBOW: IE 1 - CB -1; TYPE 2 48" HORIZONTAL E. AFTER 4:30 PM AND ON WEEKENDS NO CONSTRUCTION EQPMT OR MATERIAL MAY BE STORED ON THE STA.:0 +1.5 RIM EL= 7.8 RIM 1Q7.91 PIPE ANCHOR - -� CHANCE ANCHOR PAVED RIGHT OF WAY. CONSTRUCTION EQPMT AND MATERIAL MAY ONLY BE STORED ON THE UNPAVED WORK AREA ADJACENT SEE DETAIL TO CB 1 E 18 IE= .O 12 "E 1.02.91 : "NW:102.76 _. ___.. .... __GS -EL.. 1.65.7 __.._. .. _.... .......- 140 .. _. NW 12" IE =1 2 12 F. AT THE END OF EACH DAY THE CONTRACTOR SHALL INSTALL STEEL PLATES OR A TEMPORARY ASPHALT PATCH EX 6'NW,SE IE =104. OVER ANY TRENCHING IN THE PAVED RIGHT OF WAY. RESTORE DITCH^-110 LF 12 "HDPE MATCH EX. FLAYED ON TOP OF SLOPE Ex CB RIM 105.28 13 (20° ELBOW TO END, INCLUDING 10 LF FOR SLIP JOINT) n _1.2 "N 102.48 - 120.. -..NE 12 aus6i3190 .30 _. SEE NASNBUIT NOTE ..F Nw vz ADS IE=1 12 °E 102:23. _ __.... __.... ._. .. ....... _.._. .... I- 120:.. ....... 2T IE= 02. 12 "SE 102.23 SLIP JOINT, SEE DETAIL - - - : GROUND SURFACE EX 12'SD =_ -- o :° 100 --- - - - - -- - - -- - -20 LF 18 "HDPE 40° ELBOW - 0 -0.57 NO MACHINERY ALLOWED ON SLOPE FROM TOE TO 200 ELBOW.: CONTRACTOR TO ADJUST FITTING LOCATIOV5, ELBOW ANGLES, AND :PIPE LENGTHS AS NEEDED TO FIT FIPE TO SLOPEi 100 - - - - -- - OF 1aASh aF WASy� y z D=285009 c 24 LF 18 "CPEP - -8 LF 18 "HDPE 0 0.010 - ALL ADJUSTMENTS SHALL BE SUBMITTED T0. CITY It " 47 LF 1:2 °CPEP : 0 -b-$G4- 0-128 FOR APPROVAL BEFORE CONSTRUCTING. I I E 0 0010 � :......._ ..... :........... .._. �.. : ._�_. : . ... .... ... ... �G SfE� a PROFILE ALONG STORM STATIONING DISTORTED LINE 1 +00 - -I 2 +00 PROFILE ALONG STORM LINE STATIONING DISTORTED ORIGINAL PLANS STAMPED SCOTT SUPER ) ERIK WALIGORSKI TAMPE9 /07. AS BUILT 8Y: ERIK AL PLANS STAMPED 07: WA �OF xy PE 1116825 ENPIREB: 11/16/08 PE #38087 EXPIRES: 11/01/08 d - y AS -BUILT SURVEY BY: % <2> PACE ENGINEERING RECOMMENDED 11/15/2007 REVISED STORM LINE AND STRUCTURES PER DWC -25- 8 ROTH MILL ENCRS AS -BUILT SURVEY. REMOVED UNNEEDED NOTES INFO. CoCgm, Owc As Noted vwnao fUVD 1998 N 26TH ST /PARK PL N STORM SYSTEM PROJECT / / 9gg9 a NPD 198 /1981 6 15 07 &M CITY OF FlEWB°OK: �c /yam FOR APPROVAL ° FENTON giDE AS -BUILT PLANS.STAMPED. BY: By Danlei Carey. 6�18�07 DwC DOWNHILL SEGMENT °PAfNNG NO: ORIGINAL PLANS STAMPED BY: DAVID R. FULTON ON:1 10 08 / / ONECKm� DWC /RJS /SKS CNE WC" nT rol u. scu.E I DATUM Planning /Building /Public Works Dept. 3 Q RONALD J. STRAKA ON:6 /18/07 PLS #32429 EXPIRES: 10/25/09 BY NO. REVISION BY DATE APPR ^'PROVED. If NOT ONE INCH scan accoRwe9Er BesEn OF LL PE /129727 EXPIRES: 10/16/07 RJS /EJW 6 01 1 013 "'1 a?5009 c D1 REMOVE GRASS, SHRUBS AS NEEDED. mnc. PAD CLEARING AND RESTORATION NOTE: LQ WORK AREA RESTORE WITH GRASS 00 - - - - - - - LIMITS (MAX) \ MAINLY GRASS "" / CLEARING .. i\ -- -- -- - --� C1 ROCKERY EXISTING SLOPE, - ; ALL CLEARED VEGETATION; WOOD DEBRIS, TREES SHALL BE DISPOSED OF OFF SITE. N � - 0 a �2 AREA A CB- '- -� -___^ ' 7q -_` �w wa -_- -, -� __ L \h\E " "'"^0 Al PRESERVE EXISTING ASPHALT BERM IN FRONT OF DRIVEWAY AS POSSIBLE. o -� - - - -_ _ ``L �h ., - - // rr .. m _�okafi 'm - -, _ PLACE TEMP BERMS AS NEEDED TO DIVERT RUNOFF FROM RUNNING DOWN DRIVEWAY. �o' PLANTED SLOPE-' �aM — _ " "/, - .. .. Bv$.1 Lne `` C 'PrOPertY ''r REPLACE CONIC DRIVEWAY - - a G3 �,� - \4 SAWCUT STREET FOR NEW PIPES PER CITY PATCH AND OVERLAY DETAIL HR -05. �'. - -� iil - -- " -- - ocker -� 'r CB ,<.,,_.. -- -"� -' - EX. FORESTED- BEdtCtEBE-RRtE AREA B WR CS-7j?" \ �\ ON STEEP SLOPE SAWCUT DRIVEWAY FOR PIPE INSTALLATION PER CITY PATCH AND OVERLAY DETAIL HR -05. , ,rsB_7. t- -I -sw �_- -- " '. .2°.. .7 D1 REMOVE SHRUBS, TREES, ; DI 7�- ----------- ,, �-�!'' - „ ` BLACKBERRIES AS NEEDED. \ AREA C s � __ --------- -_ - D .\i RESTORE WITH GRASS. / C1 REMOVE END OF ROCKERY AS NEEDED FOR CONSTRUCTION, STOCKPILE ROCKS FOR RESTORATION. a x CB -5 rv� . - CONIC I D iVE 1.1 .. .' j C4 REMOVE GRASS, �� \A �� .P - SHRUBS C2 REMOVE LOG SECTIONS, STOCKPILE FOR RESTORATION. o r , / - AS NEEDED EX. HEAVY BLACKBERRY GROWTH C3 REMOVED LANDSCAPING AS NEEDED FOR ACCESS AND CONSTRUCTION. o ' _ m p. x '"' ro ; PwR' �IQPeto I // =° r _� �aicts /! f / —� ON STEEP SLOPE C2 OGS 3 I / PRESERVE SMALL TREES AND SHRUBS BY BAGGING ROOTBALL IN BURLAP AND WATERING DAILY. a ` A2 GRIND AND OVERLAY ,�'y� '� �'/ ^' �, � '\ '-f "I PROTECT I C4 REMOVE GRASS, SHRUBS, BLACKBERRIES AS NEEDED FOR CONSTRUCTION. G' R`EM i a E1 LIMITED CLEARING BY HAND I ' PRESERVE BERM Al I' ' 1 " C EMe_nd LANDSCAPING " FOR ABOVE GROUND PIPE NEEDED, RESTORE ( AREA D G D1 REMOVE GRASS, SHRUBS, BLACKBERRIES, AND TREES AS NEEDED FOR NEW STORM LINE CONSTRUCTION. N % �'`.�t�, ' ��; -, -�' DRAINS 82 I rG1WaY _— '° °_ -- _ . -'_. „° _.. - I I THE CONTRACTOR SHALL CLEAR ONLY THE AREA NEEDED FOR CONSTRUCION. DO NOT GRUB. 24 rJ I I AREA E d t I Et LIMITED CLEARING BY HAND ON SLOPE. NO MACHINERY ALLOWED ON SLOPE. DO NOT GRUB. i� PARK PL N 'Y °_ ( -F SURVEY AND STAKE B -LINE. REMOVE BLACKBERRIES FOR AT LEAST 3FEET ON EACH SIDE OF B -LINE FOR PIPE INSTALLATION. DO NOT DISTURB TOPSOIL. DO NOT CUT TREES OR OTHER SHRUBS. +CJO D BY IDENTIFY ANY TREES CITY TAVOID ITREESENE WORK AREA _ RUNG PIP LIMITS (MAX) -- OBE GROUNO LOCATION MAY BE ADJUSTED BY TO CLEARED AREA. AREA.INSTALLATION. 2507 �T A$ _I UMITEA E1 h` '� / a ]- I FGRAB CONTRACTOR SHALL ALLOW CITY 3 DAYS TO REVIEW AND ADJUST PIPE LOCATION BEFORE. PROCEEDING. Park PL N � ° �. ,11 �0 2 '- .I e —_ ° - -- - , TREES MAY ONLY BE REMOVED WITH WRITTEN APPROVAL BY THE CITY. ,� a.'� �m ��>`�a_� ,t r I REMOVE ANY LOGS, (ALLEN LIMBS, ROCKS, AND FILL ANY LARGE DEPRESSIONS IN CLEARED AREA a SO PIPE WILL REST ON EVEN GROUND. v I' I AREA F F1 REMOVE SHRUBS, AND LANDSCAPING AS NEEDED TO INSTALL NEW PIPE, SALVAGE SIGN. a IDENTIFY ANY TREES OR OTHER FEATURES THAT MAY INTERFERE WITH PIPE INSTALLATION. I or- X END i �I `O .p 0 F F 5, CONTRACTOR SHALL ALLOW CITY 3 DAYS TO REVIEW AND ADJUST PIPE LOCATION BEFORE PROCEEDING. ^'°- - - -- ______ OVE GROUND PIES” IXN NEZV 5 TREES MAY ONLY BE REMOVED WITH WRITTEN APPROVAL BY THE CITY. �" D�jC J I k" - -� REILO� EOED RESTORE F4 8. N TREES B, C, D MAY BE REMOVED. SAVE TREES A, E, F, G, X. AREA MAY BE USED FOR EQUIPEMENT AND MATERIAL STORAGE. P I F� F2 ROCK AND LOG PILE. MOVE ROCKS AWAY FROM WORK AREA AS NEEDED. ail' god F2 ROCKS I /BRUSH REMOVE LOG /BRUSH PILE AS NEEDED AND DISPOSE Of OFFSITE. r �iG� F3 SAWCUT ASPHALT FOR NEW PIPE PER CITY PATCH AND OVERLAY DETAIL HR -05. REMOVE VEG APPX 6' DOWN PE, `° / O \ PLACE BACKFILL, TOPSO , ABRIC, PLANTINGS SEE DETAIL ; I tEG� \NG GPQ� ",. c : PRNOSGW RESTORATION GN' o "v VV /i DO \ j AREA A A2 REPLACE ANY DAMAGED CURBING. GRIND AND OVERLAY ENTIRE STREET PER CITY PATCH AND OVERLAY DETAIL HR -05 \may RESTORE ASPHALT BERM IN FRONT OF DRIVEWAY FOR 2415 PARK PL. S f \ ' 0+00 AREA B G / B -LINE e B1 REMOVE REMAINING CONCRETE DRIVEWAY FROM STREET TO WITHIN 1 FOOT OF GARAGE. r REMOVE SHRUBS L4NDSCAPI F1 _ m �� REPLACE WITH NEW CONCRETE DRIVEWAY WITH EXPOSED AGGREGATE FINISH d AS NEEDED TO MATCH EXISITNG. MATCH EXISTING PANEL LINES AND JOINTS. o \ / / 1A B2 PRESERVE DRIVEWAY DRAINS, INSPECT, CLEAN LINES, IDENTIFY AND REPAIR AS NEEDED. A/ GvQ10_'r NF �`' AREA C LL Pro en d .' p P5� O C1 REBUILD ROCKERY WITH ORIGINAL ROCKS TO MATCH EXISTING. C2 REPLACE LOGS TO ORIGINAL LOCATIONS, OR AS DIRECTED BY CITY. Z P< C3 RESTORE AREA BY GRADING SMOOTH TO ABOUT 3 INCHES BELOW ADJACENT SURFACES, PLACE IMPORTED FILL WHERE NEEDED AND APPROVED. PLACE ABOUT 4 INCHES OF BEAUTY BARK. REPLANT BAGGED TREES AND SHRUBS. REPLACE OTHER PLANT SPECIES WITH NEW PLANTS TO MATCH EXISITNG SPECIES TYPE AND SIZE. 000, C4 RESTORE AREA BY GRADING SMOOTH, PLACE IMPORTED FILL WHERE NEEDED AND APPROVED. PLACE 3 TO 6 INCHES OF TOPSOIL, HYDROSEED AND MULCH (DOTTED AREA). AREA D \ V D1 RESTORE AREA BY PLACING IMPORTED FILL WHERE NEEDED AND APPROVED TO RESTORE GRADE TO BLEND WITH SURROUNDING GROUND, GRADE SMOOTH. PLACE 3 TO 6 INCHES OF TOPSOIL WHERE NEEDED, HYDROSEED AND MULCH (DOTTED AREA). � Q AREA E E1 RESTORE AREA BY HANDSEEDING WITH GRASS AND MULCH. K O AREA F RESTORATION REVISIONS 10 -15 -07 F1 RESTORE DISTURBED FORESTED AND NATURAL AREA BY PLACING IMPORTED FILL WHERE NEEDED AND NOTE G RESTORATION -LATE FALL APPROVED TO RESTORE GRADE, GRADING SMOOTH TO MATCH EXISITNG, PLACE 3 TO 6 INCHES OF TOPSOIL WHERE NEEDED, HYDROSEED AND MULCH. G1 EXTEND CONCRETE DRIVEWAY 12 FEET FROM PANEL LINE AT END OF GARAGE. IF INCLEMENT WEATHER CONDITIONS PREVENT COMPLETING RESTORATION IN THE FALL SQUARE SOUTH END AS SHOWN. THE CONTRACTOR WILL PLACE AN EROSION FABRIC OVER EXPOSED SLOPES, AND ANY F3 REPLACE ANY DAMAGED CURBING. OTHER AREAS IDENTIFIED BY THE CITY. ASPHALT PATCHES WILL BE PLACED IN PAVED AREAS. GRIND AND OVERLAY ASPHALT PER CITY PATCH AND OVERLAY DETAIL HR -05 G2 LOWER DRAIN RIMS BY 2 INCHES, SLOPE DRIVEWAY TO DRAIN. THE CONTRACTOR SHALL REMOVE ALL EQUIPMENT AND MATERIALS FROM THE SITE. INSPECT DRAIN LINES, CLEAN, REPAIR AS NEEDED PER B2. 1, S THE CONTRACTOR SHALL RETURN IN THE SPRING OF 2007 TO COMPLETE THE REMAINING F4 RESTORE SHALLOW DITCH BY HAND DIGGING AS NEEDED TO ROUTE AROUND NEW PIPE. 2O AS -BLT: FOOTING DRAINS AND PIPES REPLACED, RECONNECTED of WASy RESTORATION WORK. TO HOME FOOTING DRAIN AS BEFORE. ti� �, F5 RESTORE LANDSCAPED AREA BY PLACING IMPORTED FILL AS NEEDED AND GRADING GROUND SMOOTH tir o TO 3 INCHES BELOW THE TOP OF CURB AND ADJACENT GROUND SURFACES. e G3 REMOVE PLANTS /GRASS ALONG EAST EDGE OF DRIVEWAY (APPX 1 WITH IMPORT FILL APPX 2 INCH BELOW TOP OF DRIVEWAY TO 1.5 FT WIDE). x z REPAIR IRRIGATION PIPING AS NEEDED. REPLACE SIGN. TOPSOIL AND LANDSCAPING WILL BE REPLACED BY OTHERS, UNLESS SPECIFIED OTHERWISE. aRESTORE AND PLACE 4 INCHES OF BEAUTY BARK. D 2850 I 0 ° m ORIGINAL MANS STAMPm BY: REVISED 10/15/07 AS BUILT RONALD a STItAKA oreBha /m PE 129727 EXPIRES 10/19/07 in N „ RECOMMENDED 2 REVISED STORM LINE AND STRUCTURES PER DWC -25- 8 Sum2YfD: scuE: RoTH HILL ENGRS �^^ " ^ro ,9� XORIZONiPL NPD 19&l/1991 AS -BUILT SURVEY. REMOVED UNNEEDED NOTES INFO. ��xeo: As Noted DWC 1 N 26TH ST / PARK PL N STORM SYSTEM PROJECT �0 ,I CITY OF mTO 6/15/07 ns�oeooa 4 FOR APPROVAL ADDED DRIVEWAY CHANGES NOTE G WC 10'15/07 DWC RENTON = Daniel Carey 6/18/0 ewc CLEARING - RESTORATION D� oXnmxc no: BY oxI DATUM i CNECKEO ' A. r� sckc ' l DWC /RJS Plannin Buildin Public Works Dept. 9/ 9/ wBY NO. IF one Ixcx REVISION BY DATE APPR ^'PflO`�RJS scut ucorzo,x9lx sorer: OF. 6 D -2g50 0 Ln N � I I II I I N C>- I 1 0523059064 II 1 11 1 1 0523059066 0523059065 1 1 U) 5 1 v ( I °o 11 1 N 11 I II PARK / v J I 1_` = _ - - PL N L _ J L — ____ - -J� �� 1I(FLOW DIRECTION / I N NEW STORM LINE EASEMENT -YAO 1 °o SEE NOTE A 1 N5 NEW STORM LINE 1 F� EASEMENT BELLA VISTA SEE NOTE A LOT 27 � I AREA =2,910 SF / PRIVATE STORM SYSTEM CB-3 EASEMENT 2296500143 2296500138 SEE -YAO NOTE A 1 1 -- -°� pR \J pc�SVgj� 1 SAO A __- � , -' CB -24- a o I ( I O CB .,� CB 25 , -- �� -1 - - N STORM SYSTEM �' - -�- -- ' -"`��\ ��a__, -� ,; �� � PRIVATE �'_-r� � \ �� \\ � �- p \e , - �Y STORM SYSTEM / i -- \ \ \ _ - �� ' ,3`p�sW - o ,�, / lY / / .' j / CB -22 \\ \ \� \ -- CITY UTILITY EASEMENT a P,no"' / /.',/ CB -6 / / �' -'�� ��� 2T WIDE I°on / / // // ;�, % / N CB -26 AREA =5197 SF (minus wedap) / �'' n'i / / W z EASEMENT / CB -20 i CB -21 W z FASE MENT g / / BELLA VISTA SEE /,� _ NOTE A _ _ i ,_- �� - _ ___a- CITY UTILITY EASEMENT C \"lY US \�(� D _ / -',, J , .� CENTgRE S`lSTEM CB -7 E M �' BELLE VI A APT COMPLEX U I- CB -18 "; ,- a__ - - -_ _ -�' I, _ - BN�t U WIDE CENTERED ON TOTAL EASEMENTS AREA 1 = 2,910 SF - 15 W \�NED S10R ,- y-f // 500200 - - _ - � "- � -- " CB -19 iSy EPSSE ONgEM 'Cb C Q COMBINED STORM SYSTEM AREA 2 = 26,789 SF /Ep '_ - _� - ---' -'___ -- E'GERMSyS C\ \N\OE C' S�OR AREA3= 5,197 SF TOTAL = ��"�.�'� A 1�OM0\NEO NO 34,896 sf S�04LMSYSj�M -- CB -17 /(,��8_8 i% i- ...- �KS�PSN\NO�ONBV /' _ ( CB -9 - -'_� ' \\ 11, \\ i CB GaoµN�s S'\EM� -16 1, \ s� i ,� % COMPLEX ZS�� R, Ci 14 /�; \B- cB -1z /' / �OAp28o0 _ 4 . ` , — , � — , /'c6 CPPpPONPO�peC Pv�S , e Num \ / / r F�\ \\ BE�� \aa \ \y G*m, o i ; Oc \9 s Se e z ce -11 \` \� / F01P \a� aE�ysTEM B -13 Oj\�\� G \A� 05�ORM o' so' loo' \p0 15 \NE SF CPR Po 26�g9 L .L .L 11 l 1111 J \NO�ONeLJO �PSN VPK� AS -BUILT NOTES: NOTE "COMBINED STORM SYSTEM" A. THE CITY HAS TAKEN OVER OWNERSHIP OF THE MAIN IS THE DESCRIPTION USED IN THE BELLA VISTA UTILITY EASEMENT. STORM LINE THROUGH THE BELLA VISTA APARTMENT COMPLEX TO LAKE WASHINGTON BLVD. IT REFERS TO THE STORM SYSTEM ORIGINALLY BUILT FOR THE APARTMENT COMPLEX, THAT WILL NOW CARRY STORMWATER FROM B. UTILITY EASEMENT- YAO, RECORDING # 20060503000610 THE UPSTREAM CITY SYSTEM AND FROM THE APARTMENT COMPLEX. UTILITY EASEMENT- BELLA VISTA, RECORDING # 20070117000333 BILL OF SALE - BELLA VISTA, RECORDING # 20070117000334 FOR OTHER EASEMENTS SEE GARDEN COURT N D -1914, �% C HEATH SHORT PLAT LND -20 -0123, O ' ' D _ L. JAMES KEFFER SHORT PLAT LND -20 -0152 L J e C. REVISED STORM LINE AND STRUCTURE LOCATIONS PER AS -BUILT SURVEY. LAYERS WITH PROPOSED DESIGNTURNED OFF. 0 ,AS -BUILT N q N 2 REVISED STORM LINE AND STRUCTURES PER DWC AS -BUILT SURVEY. REMOVED UNNEEDED NOTES INFO. -25- 8 mme,m: seas: NA xoaiorzn�wn 1981/1991 ocswNm: As Noted A -30- NA CITY OF m,E: N 26TH ST / PARK PL N STORM SYSTEM PROJECT 4 /9 /G8 MDB00X. °""w" owe RENTON CITY OWNED STORM SYSTEM °NE I "�„ DATUM 9MMNC "a `,,mI, owe i Planning /Building /Public Works Dept. AND EASEMENTS IN APARTMENT COMPLEX 4 B NO. REVISION BY IF NOT ONE INCH DATE APPR a PeaeNA swF A=FM.c1r sHSCC �, 6