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Home My WebLink AboutD-285003C) 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)