Loading...
HomeMy WebLinkAboutSWP2702266.13a Cfl I NOTES: 1. SEE NOTES 1 THROUGH 10 ON SHEET 5. N 2. UNKNOWN PIPE. CONTRACTOR TO EXCAVATE r_� CV 2' BACK AND PLUG AFTER HOME SIDE SEWER HAS BEEN INSTALLED, 3• FOR DETENTION POND SECTIONS, SEE DR-9. 4. FOR GRAVEL ROAD SEE DETAIL DR-9 2 5. FOR ASPHALT ACCESS ROAD SEE DETAIL DD-1 6. FOR PLANTING, SEE L -1. 7. DEFLECT NEW FENCE AROUND EXISTING TREE AS NEEDED. LIMITS OF ASPHALT PAVING FOR ENTRANCE RAMP O1 ABANDON EXISTING UTILITY ABANDONED 2O REMOVE EXISTING UTILITY APPX SEPTIC TANK o CONNECT TO DRAIN STRUCTURE LOCATION z w----- - ® PLUG EXISTING STORM SEWER PIPE 5O UTILITY TO BE REMOVED OR RELOCATED BY OTHERS CAI C __ ©REMOVE AND RELOCATE UTILITY BLACKBERRY 1 1 Ln O7 RELOCATE EXISTING SIDE SEWER IF CONFLICTING BUSHES Lij WITH NEW STORM SEWER. SEE DETAIL p DD-1 SURFACE NO BASEMENT DRAINS w ® REMOVE EXISTING SIDEWALKS AND CURB AND CLEANOUT� FOUND 2% MIN ~ N GUTTER AND INSTALL SIDEWALK RAMP TYPE 2A. SEE RENTON STD. PLAN F-313. ABANDONED EXISTING SEPTIC SYSTEM. �N M O9 REPLACE CURB AND SIDEWALKS AS NEEDED. INSTALLED NEW SIDE SEWER FROM N -k SEE RENTON STD PLANS. HOME TO SEWER MAIN. % > I I � COATED CHAIN LINK FENCE N 185293.0 HLA ERRIES � TYPE I. SEE N 184996.8 E 1312842.6 - / �) cJ-i /- -- -\ \ CITY STD. PLANS E 1312843.3 \-_- -- -- PROPERTY - -41V zs -- ------- Ld e _ - - - - - - - - - b gi------ - -- - -7777-- � bib _ _ - \. •.,, 7777 a I _- --- i -- / ---9ff-- -- ---- { -7777 -- f - - --------- -- -N - ' I I o ®405.5 - - _ - - , ,� Q CD o - ----- _ � > , - --- A ,� -4 4 o o M � -o \ SEE DETAIL SHNE DR-9 0 Lfi U) C) 0 G RAS k; 1 N J M -` - \ ° ----`' ui n--- o 6 o I, ui 1 -� o (n V A \ O O (n � Q \ o o Q - - - - i I -,-� - - - cl- w w _� 6 94 _ - t -_ _ ]`-- 0 ----- -- ---yob--- r z \ - -- --- A, J 0 2.2 -- - J -- w u EMERGENG,Y_-; \ - _ - -- -- --- _ -_ 60-a---_-_ _--F �_ -- - -- -_ - - OVERFLOW o Lc) --SPILLWAY,- - F- b`---- -�&Er---- ----------z--_--- \-=_- _-_ -�'� - t - __------------- - -� -S-E E - 2 � 414.02 2 � G00 DR-9 M N 12' GRAVEL ACCESS ROAD N_ `� '{ /Z 1 MAX CN . .. \III ------ _ -- � --- __ �� -GE - - -� _ - - - - _ - - - Ala _ - WOOD F`.;: CHAT I - r.POST � � � -FiAINEII�K FENCE # 20 / GB 19 v 84999 v . " E 1852679 6 DOUBLE 20' E 1312679.3- r 21 MAVP CONTROL (30 _ COATED CHAINF ) FLOW CONTR QD \ C F R E R CC R GAP I STRUCTURE LINK GATE. SEE E 1812668' 3 00 CO FENCEEINE - ' 00 �CITY STD. PLANS. � CRRC E\CNC �C Oa_ z- in r N CL ASPHALT N�� z w ACCESS LOAD Q DETENtION POND REBUILT- SEE F1 LE 4 SWP-- 2 7-3ro46 / - as- Q P1P5 PLUGGED BOTH ENDS A& POND OUTFALL RELOCATED L NEW 18 It CPEP CONNECTION S E E DETENTION POND AS -BUILT INFO L& REVISED (SON D GRADING WATER STORAGE VOLUME = 1.90 Acre -Ft Ad BLOCK WALL REMOVED P LAN Elevation Area (sf) Volume (cf) 406 10,690 407 12,180 11,430 408 13,760 12,970 409 15,380 14.570 410 17,060 16,220 411 18,770 17,920 411.5 19,440 9,550 Total 82,660 Sw,o- 2'-s o� Reid qo' -o �01 �SS/ONAI" H MHILL SCALE: 1 "=20' ORIGINAL PLANS STAMPED BY: WYMAN REID ADAMS ON 5/27/03 PE #39578 EXPIRES: 4/25/04 Q PONb CHANGts NOTEb AS -BUILT INFO AND NOTES ADDED BY CITY OF RENTON NO. I REVISION W z CB#17 TYPE 2 A.9 CB#17 RIM EL=419.61 12" E INV-410.41 (EXSfi) 8»W ABANDONED 12" N INV=410.81 12" W INV-=411.61 CB #1713 CONIC INLET ............ ................... :.............. .....:................... .. 1.2" -NE 11415.81.. ...... B. 24+1.4,..8._1.'..LT - ........... 12" SE INV=415.61 RIM EL=420.27 SE INV=417.31 - CONTRACTOR TO POTHOLE o"w FOUND: .......................... ..... TO. CONFIRM EL .... .. .. 420 EXISTING BEFORE CONSTR -, 1 GROUND 2"G, 4"G . -- EES uN FINISHED ........................................... 415 12 DIP ................................ RADE B 23+91, 80 LT @ 8 3 3% BEVELLED PIPE END INV=407.55 CB # 17A, TYPE 1 B 24+ 10, 10' RT RIM EL=419.72 SE INV=415.92 8"S O APPX 80 LF 12" CPEP ° 00 @ 4.07% CAUTION SEWER ................... _ ...... �OC1'� ....... :................. ...... .......................... ...... . :405 / 420 --- - - x ROCK PAD AT -J PIPE END, SEE Q CB 16 TYPE-2 54" B 23+22.5, 12.4' RT -- _.- - DR-9 RIM EL - =414.07 - 12" E INV=409.48 - W 12" W INV=409.43 a I' o-� -- d ao ..... _..................................... a ...... ....... 12,E N - INV-407 9 CB 16A .TYPE 1 B 23+05.5, 15.6' RT _ o 0 B 23+69.2, 63.6' LT 12" S INV=409.57 (EXST) Q cb �, II�� II INV=407.48 >> 12 SW INV.=410.97 - P RIM EL=413.86 „ wn r- _ } -_-ILL r-- - z BEVELLED PIPE END -2.2. 12 NE INV=411.86 --��m' .mNNN w ABND 8"W - C) � - - r ...................................... ................. ... ........EXISTING GROUND .................................................................... --- ............ _ 415 ------- --- _ -- --- - -- -- - - 415 o FINISHED 2"G, 4"G APPX 16 LF IM ROCK PAD AT GRADE EEG uNK DIP @ 5.56% \Ld PIPE END, SEE Qz -N ...... ......................:................. 0 - o 410 00 - 410 DR- 9 EX 12 75 LF 12" CPEP �- -- - POND BOTTOM ROCK PAD Al @ 0.65% ----------- --- ------ .... .........:........ O PIPE END, ................. SEE ....... ............................................. i 405 405 CB 19, TYPE 2 54" CB #18, TYPE 2 48" CB #15, TYPE 2 48" -, -_ .... B 23+52, 132' LT INV-405 83 FLOW CONTROL STRUCTURE B 23+36, 36' LT - ..... 09, 5 7' LT RIM EL-413 66 - RIM EL-413.75 - 1 o BEVELLED PIPE END B 23+21.6, : 77' LT 18" N W = INV 405 75 12" INV E _ 408 26 0 o d 11 w RI EL 41 1 M = 3;5 18" N E INV=406.45 18" NE INV=405.36 U) CB. #18 Q» HE � 18" S IN INV 405 75 18" W INV 405 16 I II-. ................................. N ......... - . 18 G SE INV . 405:76........................ „ ....1.2... NW INV=409.36 = m yG x EXISTING �w I 415 : 18 N I N�= 4 05.56 415 Imo- , , GROUND- _ _ EXISTING GROUND - - 413 s N - CB 16A -- - - PIPE --- DEBRIS EST - \ �; B15 N' -" o N - ............... BARRIER ���EINISHED -- - L. y ..... X I� I 410 0 410 o GRADE O 413. + m I � C) D �o SS I II - c DR-6 co (0 co � �M�zII ��II N�IIM�II 00001 01 �0 25 LF 18" LW J Lil w : ........ ... .�. .. . ... .. :O ....... .. .. I O ....CPEP �w w zz 405 6LE 18" CPEP 44 LF 18" CPEP 405 T . m� N N @ -0.50% @ 0.02% ROCK PAD AT CB#17 4"G 4'�'C PIPE END, SEE SEE 42 LF 18 CPEP CAUTION GAS LINES CB 20, TYPE 2 48 @ 0.93% OVERFLOW STRUCTURE 3 B 23+53, 54.7' LT DR-9 DR-9 OVERFLOW RIM=411.70 18" SW INV=406.90 NOTE - PROFILES ALONG LONGEST PIPE CL IN THIS VIEW SEE DR-9 PROFILE IIIIIIIIIIIIIIIIIIN SCALE: 1 "=20' HORIZ ASIIIIIIIIIIIIIIIIi U I LT 21112!4 ( SURV EIH2M HILL � SCALE VERTICAL: NAVD ,see DE 1 „=20' I°M^U ""D ,,,�, CITY OF R. CHUNG DRAWN: R E N TO N J. PRETS � � 01�'"�" DATU M DWC 7 20 0 R ADAMS AT � SCALEPlanning/Building/Public Works Dept. IF NOT ONE *M BY DATE APPR PLATIN SALE ACOOMM LY T. SCANNED OCT 0 8 200� RECOMMENDED FOR APPROVAL BY DANIEL CAREY 5/28/03 RONALD STRAKA 5/28/03 BY N.E. 10th STREET/ANACORTES AVE. N.E. DETENTION POND AND STORM SYSTEM IMPROVEMENT PROJECT DETENTION POND PLAN MAY 2003 FIELDBOOK: PAGE: DRAWING NO: DR-8 %Iwr. OF. 10 DJ-121216161 110 z crm 0 CIO z C7 0 N N o m 1 0 � N �c ti Na