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Home My WebLink AboutR-337231N M � U 6 t2 z O 1-i 6 U LL Z 0 UQ 91 0 s 3a sg j a 33 0 F" ii O b' sN b �b J GENERAL NOTES O 1) 5TORMFILTER BY CONTECH 5TORMWATER SOLUTIONS; PORTLAND, OR (800) 548 4GG7, SCARBOROUGH, ME (877) 907 -8G7G; ELKRIDGE, MD (8GG) 740-33 16 J �o a. 6 00 3 as CARTRIDGES. ACTUAL NUMBER REQUIRED TO BE SPECIFIED ON SITE PLANS OR IN DATA TABLE BELOW. 0z O 3) PRECAST MANHOLE STRUCTURE TO BE CONSTRUCTED IN ACCORDANCE WITH A5TM C478. DETAIL REFLECTS DESIGN INTENT .. ...... AUGNME EDMQ. D AVE, NE. .. ONLY. ACTUAL DIMENSIONS AND CONFIGURATION Of STRUCTURE WILL BE SHOWN ON PRODUCTION SHOP DRAWING. z N O ga 5) STORMFILTER REQUIRES 3.05 FEET OF DROP FROM INLET TO OUTLET. IF LF55 DROP IS AVAILABLE, CONTACT CONTECH Lu W 5TORMWATER SOLUTIONS. MINIMUM ANGLE BETWEEN INLET AND OUTLET 15 45 °. J G) INLET PIPING TO BE SPECIFIED BY ENGINEER AND PROVIDED BY CONTRACTOR. PRECAST MANHOLE STORMFILTER EQUIPPED G COUPUN(BY CONTRACTOR) J IO- (D LL Z 0 UQ 91 0 s 3a sg j a 33 0 F" ii O b' sN b �b O W PORTION OF THE S.E. 114, S.E. 114, SECTION 4, TOWNSHIP I XLLV4009 .2 I B I 4 e I I I I1 C a n _ N NDgTENTION POND I I R QUIRED LIVE S110RAGE= 19,003CF J1 7 GSTO E =19,520CF I / to I I I ( i I I I CT AI o I I AN ETE LITIE ) 1400.03 INV- I q j I PAD =416.5 'v ' 00 / O• 4 +89.6_ I I I 5 ' �• I IIII � I 1 -I__ �• i / 5.9LF �9.7LFI �' I _c 1 ST 6 +�3. 2 S - 005 R 41\ I. TRACT A I 12 11 lo W I , Z CB 7 A (jI E�2, . 54 "0) , _ . FL W COINVTR_0 .STRUCTURE 9 3 ST . 4+ N BBt16.87'L ALGNM-4-1 ENT: DM N A E 0 D VEJ NE i RI ELEV =d 410.33 I 12 riw; `.�9� -t 399.98 I 12 ' -kBe99 400.18 I 12 "YI a S= 0.0433 - I I °D L SA 4111 17, (TYP1E 1) I _�F@Ftt1£>� T .NM+43 GAVE 0.68L INE U NMENT: REDMOND IMON AVE IIJE I 3! Z I 1 I ELEV = 398:99 410.26 E 12" S =33 394.81 L.._.._)__..1.._.._. 394.81 . I ST -) - KEY MAP 10L 12" S' i s=o. 1`350 .4 vi8� 1 I ---` S ORMFILTER MANHOLE ( " D 4193.07 S A. &621 6.81'L ALIGNMENT: IREDMOND AVE NE 1 IM ELEV = 448:89 410.56 40 I I . 12" SW 439996399.66 1 I X I E. 12" N= 1396:9} 397.06 \TRA& w -27" 11.311 PM ZPG CA TRIDG SCALE : 1" = 100' x'cB� M= 399.35 E. 12" W= 393.43 (EX) E. 18" N= 392.75 (EX) E. 12" SE =39436 393.46 INLET PIPE (SEE NOTES 5 4 G) 48'0 3 23 NORTH, RANGE J GENERAL NOTES O 1) 5TORMFILTER BY CONTECH 5TORMWATER SOLUTIONS; PORTLAND, OR (800) 548 4GG7, SCARBOROUGH, ME (877) 907 -8G7G; ELKRIDGE, MD (8GG) 740-33 16 I I 6 .. I.E, 12.".5 407.35.... CARTRIDGES. ACTUAL NUMBER REQUIRED TO BE SPECIFIED ON SITE PLANS OR IN DATA TABLE BELOW. OUTLET PIPE 3) PRECAST MANHOLE STRUCTURE TO BE CONSTRUCTED IN ACCORDANCE WITH A5TM C478. DETAIL REFLECTS DESIGN INTENT .. ...... AUGNME EDMQ. D AVE, NE. .. ONLY. ACTUAL DIMENSIONS AND CONFIGURATION Of STRUCTURE WILL BE SHOWN ON PRODUCTION SHOP DRAWING. ` 4) STRUCTURE AND ACCE55 COVERS TO MEET PASHTO H -20 LOAD RATING. BALLAST 5) STORMFILTER REQUIRES 3.05 FEET OF DROP FROM INLET TO OUTLET. IF LF55 DROP IS AVAILABLE, CONTACT CONTECH (SEE NOTE 8) 5TORMWATER SOLUTIONS. MINIMUM ANGLE BETWEEN INLET AND OUTLET 15 45 °. 4 G) INLET PIPING TO BE SPECIFIED BY ENGINEER AND PROVIDED BY CONTRACTOR. PRECAST MANHOLE STORMFILTER EQUIPPED G COUPUN(BY CONTRACTOR) J a. a FROM OUTLET STUB AT MOLDED -IN CUT LINE TO ACCOMMODATE A 12 INCH OUTLET PIPE. CONNECTION TO DOWNSTREAM �� f WIDTH UNDERDRAIN SEE DETA PIPING TO BE MADE USING A FLEXIBLE COUPLING OR ECCENTRIC REDUCER, AS REQUIRED. COUPLING BY FERNOO OR EQUAL AND A PROVIDED BY CONTRACTOR. a 7) PROVIDE MINIMUM CLEARANCE FOR MAINTENANCE ACCESS. IF A SHALLOWER SYSTEM 15 REQUIRED, CONTACT CONTECH 1 STORMWATER 5OWTION5 FOR OTHER OPPON5. GROUT (SEE NOTE 8) 8) ANTI - FLOTATION BALLAST TO BE SPECIFIED BY ENGINEER AND PROVIDED BY CONTRACTOR, IF REQUIRED. BAL AATTO BE SET ....... 13 NE 4B6 9A 400.18 5+43.124. 5++3:8+ e35'R 0.68'L ... . I.E. _ AROUND THE PERIMETER OF THE STRUCTURE. 8'112'0 HDPE OUTLET 9) ALL 5TORMFILTER5 REQUIRE REGULAR MAINTENANCE. REFER TO OPERATION AND MAINTENANCE GUIDELINES FOR MORE STUB (SEE NOTES 5 4 G) INFORMATION. VERTICAL 1" 51 of ANY CONE IC MANHOLE STORMFILTER - SECTION VIEW A MANHOLE STORMFILTER - OUTLET DETAIL /-2-"\ E¢ 0 ..... SF#I,.*(STORMFILTER 46 IA :... RIM E V = 39990 LE 410.26 .........:.................. m O W PORTION OF THE S.E. 114, S.E. 114, SECTION 4, TOWNSHIP I XLLV4009 .2 I B I 4 e I I I I1 C a n _ N NDgTENTION POND I I R QUIRED LIVE S110RAGE= 19,003CF J1 7 GSTO E =19,520CF I / to I I I ( i I I I CT AI o I I AN ETE LITIE ) 1400.03 INV- I q j I PAD =416.5 'v ' 00 / O• 4 +89.6_ I I I 5 ' �• I IIII � I 1 -I__ �• i / 5.9LF �9.7LFI �' I _c 1 ST 6 +�3. 2 S - 005 R 41\ I. TRACT A I 12 11 lo W I , Z CB 7 A (jI E�2, . 54 "0) , _ . FL W COINVTR_0 .STRUCTURE 9 3 ST . 4+ N BBt16.87'L ALGNM-4-1 ENT: DM N A E 0 D VEJ NE i RI ELEV =d 410.33 I 12 riw; `.�9� -t 399.98 I 12 ' -kBe99 400.18 I 12 "YI a S= 0.0433 - I I °D L SA 4111 17, (TYP1E 1) I _�F@Ftt1£>� T .NM+43 GAVE 0.68L INE U NMENT: REDMOND IMON AVE IIJE I 3! Z I 1 I ELEV = 398:99 410.26 E 12" S =33 394.81 L.._.._)__..1.._.._. 394.81 . I ST -) - KEY MAP 10L 12" S' i s=o. 1`350 .4 vi8� 1 I ---` S ORMFILTER MANHOLE ( " D 4193.07 S A. &621 6.81'L ALIGNMENT: IREDMOND AVE NE 1 IM ELEV = 448:89 410.56 40 I I . 12" SW 439996399.66 1 I X I E. 12" N= 1396:9} 397.06 \TRA& w -27" 11.311 PM ZPG CA TRIDG SCALE : 1" = 100' x'cB� M= 399.35 E. 12" W= 393.43 (EX) E. 18" N= 392.75 (EX) E. 12" SE =39436 393.46 INLET PIPE (SEE NOTES 5 4 G) 48'0 3 23 NORTH, RANGE 5 EAST, W.M. GENERAL NOTES BALLAST (SEE NOTE 8) 1) 5TORMFILTER BY CONTECH 5TORMWATER SOLUTIONS; PORTLAND, OR (800) 548 4GG7, SCARBOROUGH, ME (877) 907 -8G7G; ELKRIDGE, MD (8GG) 740-33 16 I I 2) FILTER CARTRIDGE(5) TO BE SIPHON- ACTUATED AND SELF - CLEANING. STANDARD DETAIL SHOWS MAXIMUM NUMBER OF .. I.E, 12.".5 407.35.... CARTRIDGES. ACTUAL NUMBER REQUIRED TO BE SPECIFIED ON SITE PLANS OR IN DATA TABLE BELOW. OUTLET PIPE 3) PRECAST MANHOLE STRUCTURE TO BE CONSTRUCTED IN ACCORDANCE WITH A5TM C478. DETAIL REFLECTS DESIGN INTENT .. ...... AUGNME EDMQ. D AVE, NE. .. ONLY. ACTUAL DIMENSIONS AND CONFIGURATION Of STRUCTURE WILL BE SHOWN ON PRODUCTION SHOP DRAWING. ` 4) STRUCTURE AND ACCE55 COVERS TO MEET PASHTO H -20 LOAD RATING. BALLAST 5) STORMFILTER REQUIRES 3.05 FEET OF DROP FROM INLET TO OUTLET. IF LF55 DROP IS AVAILABLE, CONTACT CONTECH (SEE NOTE 8) 5TORMWATER SOLUTIONS. MINIMUM ANGLE BETWEEN INLET AND OUTLET 15 45 °. 4 G) INLET PIPING TO BE SPECIFIED BY ENGINEER AND PROVIDED BY CONTRACTOR. PRECAST MANHOLE STORMFILTER EQUIPPED G COUPUN(BY CONTRACTOR) WITH A DUAL DIAMETER HDPE OUTLET STUB AND SAND COLLAR. EIGHT INCH DIAMETER OUTLET SECTION MAY BE SEPARATED FROM OUTLET STUB AT MOLDED -IN CUT LINE TO ACCOMMODATE A 12 INCH OUTLET PIPE. CONNECTION TO DOWNSTREAM �� f WIDTH UNDERDRAIN SEE DETA PIPING TO BE MADE USING A FLEXIBLE COUPLING OR ECCENTRIC REDUCER, AS REQUIRED. COUPLING BY FERNOO OR EQUAL AND A PROVIDED BY CONTRACTOR. SCALE: HORIZONTAL l'- 20 7) PROVIDE MINIMUM CLEARANCE FOR MAINTENANCE ACCESS. IF A SHALLOWER SYSTEM 15 REQUIRED, CONTACT CONTECH 1 STORMWATER 5OWTION5 FOR OTHER OPPON5. GROUT (SEE NOTE 8) 8) ANTI - FLOTATION BALLAST TO BE SPECIFIED BY ENGINEER AND PROVIDED BY CONTRACTOR, IF REQUIRED. BAL AATTO BE SET ....... 13 NE 4B6 9A 400.18 5+43.124. 5++3:8+ e35'R 0.68'L ... . I.E. _ AROUND THE PERIMETER OF THE STRUCTURE. 8'112'0 HDPE OUTLET 9) ALL 5TORMFILTER5 REQUIRE REGULAR MAINTENANCE. REFER TO OPERATION AND MAINTENANCE GUIDELINES FOR MORE STUB (SEE NOTES 5 4 G) INFORMATION. MANHOLE STORMFILTER - PLAN VIEW 1 1 30"0 FRAME AND COVER (5TD) 30.0 FRAME MANHOLE STORMFILTER-TOP VIEW 1 AND COVER (5TD) CONCRETE (SEE NOTE 4) 2 GRADE RING OUTLET SAND COLLAR STEP RISER 1 2 "O OUTLET STUB (iYP) 4a MOLDED -IN CUT UNE INLET PIPE HDPE OUTLET 510 OUTLET STUB (SEE NOTES 5 4 G) FUSER WITH SCUM BAFFLE 4' -G' MIN / �! (SEE NOTE 7) 5TORMFILTER CARTRIDGE (IYP) (SEE NOTE 2) (OPEN SPA ) \� / I - 0 5 10 2D � BALLAST (SEE NOTE 8) m ...... I.E. 12" N= 3963};397.06 ... . I I IL .. I.E, 12.".5 407.35.... I . ...................... OUTLET PIPE .. ...... AUGNME EDMQ. D AVE, NE. .. SCALE 1" = 20' ` 415. (BY CONTRACTOR) ........_. ............... NOTE: 4 ...... ... . .... cs# �I;...1 1E.... 1.) .....:.................................. ........ .. ......._....................... G COUPUN(BY CONTRACTOR) _r CONTRACTOR TO VERIFY EXISTING U7IL7IES BEHIND �� f WIDTH UNDERDRAIN SEE DETA L 2 2 (SEE NOTE G) BA AST Q SCALE: HORIZONTAL l'- 20 OR UNDER SIDEWALK ALONG SUNSET PRIOR TO MANIFOLD GROUT (SEE NOTE 8) ir ....... 13 NE 4B6 9A 400.18 5+43.124. 5++3:8+ e35'R 0.68'L ... . I.E. _ INSTALA77ON OF VAULT OUTFALL. NOTIFY ENGINEER .... ......... I.... ......:..........:..........I.. (BY CONTRACTOR) VERTICAL 1" 51 of ANY CONE IC MANHOLE STORMFILTER - SECTION VIEW A MANHOLE STORMFILTER - OUTLET DETAIL /-2-"\ .... I.......... I.......... I ..........:..........I......... ...... ....... ..... SF#I,.*(STORMFILTER 46 IA :... RIM E V = 39990 LE 410.26 .........:.................. .. ........ 4 +93.07r ..... : ............................... ... ... ...... . ...... ` ...-19.27'L ........................................................................................................................... ca#t E a T1IP r t ............................... ........... ................. ........ ...... .. .........._ .... ....,..... EDM D AYE NE ...... ........... '. AUG .� REDMOND N ... AVE . ..... ......... 0 410. ST FIL ORM TER MANHOLE SF1 16.09 STA:=++84:96 -9:8XL .1 .... ....................... ,................... RIM. ELEV ._ ,4i6$a 410.66 ` I.E. 12 N =39490 394.81 _______________________________ AUGNMENT REDMOND AVE NE .I. CB #1 TYPE '1687'L I.E. E 1" SW= 39996399 66 OT TO SCALE ........................... .... AS BUILT INFORMATION ADDED BY GEODIMENSIONS, INC. CALL 48 HOURS E R-337231 BEF OR YOU DIG 1- 800 - 424 -5555 CHECKED FOR COMPLIANCE RECOMMENDED TO CITY STANDARDS FOR APPROVAL Date BY: Date BY: ark : R -- 33 7a 3 r OD 0) CD OD Q3 0 u r U �W T � L0 Ill co 55 Ci <Z(�D ((Om Lr) 'mO OW 'LL (L �! 4 . �v�.jj � bA idoD y lV ' 1""I • 1"1 0.1 bA o N •�U W •C6 P, RIM. ELEV. _ .41 73 410.96 .. ....................4tB9.63. m ........ ..... ...... I.E. 12" N= 3963};397.06 ... . IL .. I.E, 12.".5 407.35.... I . ...................... (I.i .. ...... AUGNME EDMQ. D AVE, NE. .. ... ........ J 415. �! I.E. .._12"__N_...._407.35..._.... ........_. ............... .. ............................... ......... ................ I ELEV = 410.33 :. ........ ............................... ...... ...... ... . .... cs# �I;...1 1E.... 1.) .....:.................................. ........ .. ......._....................... VERTICAL DATUM _r oWcy i �g co I.E. _ Q pg3u1 co _� W W ownw mm Q 0(o�= ir ....... 13 NE 4B6 9A 400.18 5+43.124. 5++3:8+ e35'R 0.68'L ... . I.E. _ VERTICAL DATUM: CITY OF RENTON (NAVD88) .... ......... I.... ......:..........:..........I.. ... ,, ........ ALIGN ENT:.REDMA NE. REDMOND ND. AVE . .... .. ............................... ........:.......... :... RIM E V = 39990 LE 410.26 ..... : ............................... .... .... .I... .... :. ..... I.E. 1 S 3949& a - . 3s4.8> BENCHMARK 410. ................ ......_..........__..._._.._..>__________________________________________________________________________________________________________________________________________________________________________________________________ .........I........: .. _______________________________ __________________ I.E. 12 N =39490 394.81 _______________________________ ........................... .... SITE BENCH MARK ... I .......L .... ... ........ -._._ .j ................... ....... ..... .. ...... ....... ...... �I � � �'� � _ A 1 1/2" FLAT BRASS DISC WITH A PUNCH MARK ON A 4" X 4" CONCRETE ,.......... -.T _ 4 _ .:._._ _'- - ;�. . .... .... .. ..........:. ...: POST MONUMENT DOWN 0.6' IN A MONUMENT NT U E CASE AT THE C CONSTRUCTED ... ...... ..L .. ........ ..... ............................... ....... .. .. ....... ...... INTERSECTION OF N 1 TH STREET AND UNION AVENUE NE. 405. _._ ......................... ...................6........... _......_..._... ............................... ............................... .1 .... ... .................................. I..... ..............................I .................. ............ °MITER END . > ........... .... ... ..... .. ....... ............� . ............................... ..................._...... .... CITY OF RENTON 9 ( N15) .....I ................... .... ... L.........:.OF.PIPE..... .:......,......... ELEV.= 415.95' .....I.... y....... ...... ............R..\.�..... ....... ....:.................. i ..... ..w. .... .. ... ..... ............. t............ ........ ............................... PSIS OF BEARING 400. - 83.2LF ...................... ...........:............ ............................ ...............:...:......:..:; .a:_:...............:.:...:.._ -- BASIS OF BEARINGS IS PLAT OF HIGHPOINTE ....:................. x;12 ST ...........:. ... 6 PG ....i........... I ll OSIS AREA A = 98082.67 S.F. OR 2.25 ....... S= 0.0864 ........ ........ 1.. .... ....... ..... I� ACRE - / 400.24 .....400.03 395. - I .......................... ............. IN V=499.99 ...... . ................. ................;.............. L..� 9 7LF 61 9I F ... ....... ..................... ........................... 34.6LF4+LF 17 57 . .... ............... ............................!.. S- 9:9969 ........i'ikF .. 12"B. ST. i s =0.0014. .... J S- 0 0064 _ 10LF 13 R ;t S _ b.0433 ......................... : I ............ I . . . . .. ....... . .. . . .. ...;. .. . . S-e 6551 S=O. f360 390. _ ...................................... C..............................._.._. d..._............._......_._.......................................:............................................ .......................:....... ........................... ............................... ....... ...... ...... ......................... 1.......... ?.................. ............................... ...... ... = .. ...... . I.E. 12" �W- 493.43. (EX).. . . ...... ..............................`:.............................. .!............................. . . ' � � I.E. 18" �N =392 75. (E7().. . NOTES: ........................:. .... I.E. ... 12" 5E= 3943!5.393.46 .. 385. ...... ..... _...;..... -. __.._..___...... a .. ... ... ....... .. .......... . . ...... _ ............................. .:............:................ .. ... .. ... 1 - .ALL MAINLINE STORM PIPE SHALL BE ADS N 1 2 WT IB SMOOTH INTERIOR .... s..........` ............................... 1......... ...........s................... .. € ...... ....... ...... WALL PIPE UNLESS OTHERWISE NOTED. THE MAIN E AND FITTINGS WILL NEED ...................... ............................... ....... ....... ...... ....... ...... ....... ....... TO BE AIR TESTABLE PER A S TM F141 T. 7 WATERTIGHT FIELD TES .............. !.......... .......... .......... ................. ............. . ..... '' .... . . . ' ` .... . . . ' 2 ALL 6 AND 8 DIAME TE R STORM PIP E SHALL BE PVC ASTM 3034 SDR 35. 380. O] n W n W � Q n n N A� M N <O N J. DUCTILE IRON PIPE IS REQUIRED FOR ALL PIPE WITH LESS THAN 2' OF 'R COVER. ad OI 00 °a co a Ml OsD O r a s 6 ri m f0 M ri pp ri M °< M 7 7 p g N 7 a < v 0 +00 0 +20 0 +40 0+60 0 +80 1 +00 1 +20 1 +40 1 +60 1 +80 2 +00 2 +20 2 +40 AS BUILT INFORMATION ADDED BY GEODIMENSIONS, INC. CALL 48 HOURS E R-337231 BEF OR YOU DIG 1- 800 - 424 -5555 CHECKED FOR COMPLIANCE RECOMMENDED TO CITY STANDARDS FOR APPROVAL Date BY: Date BY: ark : R -- 33 7a 3 r OD 0) CD OD Q3 0 u r U �W T � L0 Ill co 55 Ci <Z(�D ((Om Lr) 'mO OW 'LL (L �! 4 . �v�.jj � bA idoD y lV ' 1""I • 1"1 0.1 bA o N •�U W •C6 P, PROJECT NO.: 12007 DRAWN BY: VK /ENM ISSUE DATE: 12/05/06 SHEET REV.: 07/19/2012 • -: i iii 06085RD05- C13.DWG C13 SHEET 13 OF 29 N 3 m 0 G 0 IL z > m H (I.i J N s 3 U LL 0 L Q _r oWcy i �g co Q $ Q pg3u1 co _� W W ownw mm Q 0(o�= ir m U�_lL of PROJECT NO.: 12007 DRAWN BY: VK /ENM ISSUE DATE: 12/05/06 SHEET REV.: 07/19/2012 • -: i iii 06085RD05- C13.DWG C13 SHEET 13 OF 29 N m G 0 a W a z > m H (I.i N