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Home My WebLink AboutR-337232V REVISIONS: v ZY i W a � LL Z 00 UW 3a 4= P 4b o Zs Z ELBOW INV. F E I ,T � w lion BZ 4" 405.63 1.25" Z a 4" Z LL 0.875" LL 0) Z W OE Q 12" sr a - - -- - 4 00`I� -- - - - - -- - - - - - LL Z 00 UW 3a 4= P 4b o Zs ELBOW ELBOW INV. p E I ,T DIAMETER Z lion BZ 4" 405.63 1.25" X15181 O Z W W N16 Z PORTION OF THE S.E. 1/4, S . 114, SECTION 41 ELBOW ELBOW INV. 1 E I ,T DIAMETER lion 1STELBOW 4" 405.63 1.25" �I 4" 407.20 0.875" 01 --_ O Z W W N16 Z PORTION OF THE S.E. 1/4, S . 114, SECTION 41 NE SUNSET BLVD R/W TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M. removable watertight coupling or flange 2" min. elevation per plans 1' min. under pavement 16" max. 6" min. / T- -- max. J I 6" min. de Plate welded to elbow - EX. 18" ST -- with orifice as specified elbow restrictor, see detail EXIS7IN CURB pipe supports �& GU ELBOW RESTRICTOR DETAIL seeNOtes NTS 1.5xD 2 a min. fX. 'SIDEWALK 1 :.•. "mrs, s s _ G _ CONNEC TO: 12" LCPE E EX. CB 1 �� -- INV= RIM= 399.35 i 400.18 INV. (12 )�W =393.43 (EX.) INV. _08 ") = 392.75 (EX.) . - E resfrictor plate q INV. (12) = 39+.35 (NEW with orifice diameter 393.46 0 = 0.625" EL = 398:89• 398.96 CONC. RETAIN LL C S C NIOS ISOMETRI 15' MIN. WIDE GRAVEL AQCESS - 2' min. clearance NTS �to any portion offrop -T RIP RAP OVERFLOW PATH EMERGENCY OVERFLOW WEIR 6' LONG x 6" HIGI WEIR V.= FLOW CONTR L STRUCTURE 54" DIA. (TYP� 2) / " RIM= 410.33 INV= 4GB:99 (1 " tNyE�'i UT)400.18 INV = 399.x-7 (1k WIN) 399.98 1 OP OF 1 IS L =40- 0 1ST ORIFICE DIA 0.625 / EL= 90!00 2ND ORIFICE DIA ;1.25" r " 4" LBOW INV =405.63,1 3RD ORIF7CE IA= 4.875" 10.96 • 4" ELBOW INV= 40/%20 TRACT B 1 (OPEN SP CE)� - - - - - -T ------------------ ------ _6 -HIGE1 CHAIN IN FENCE 1 �- -- - - -- ' -- -1-= ACCESS/ U11L. T. C 12 11 �� 1 / 11 ESM 1 PAD =416.5 C 4'.* TOP OF WALL = 410.00 8.5' LIVE STORAGE DETENTION POND (SECTION C -C) PITS 100YR WS= 408.50 g:1 inclutling elbows NOTES: 1. Use a mimimum of a 54 'diameter type 2 I A catch basin. �T 1 Outlet Capacity: 100 -Year developed peak flow. 3' 3. Metal Parts: Corrosion resistant. Non - Galvanized parts perferred. 12" LCPE Galvanized pipe parts to have asphalt elbow reslrictor treatment 1. see detail 2 4. Frame and ladder or steps offset so: A. Cleanout gate is visible from top. Q B. Climb -down space is clear of riser and 6 cleanout gate. n`V C. Frame is clear of curb. 5. If metal outlet pipe connects to cement A concrete pipe: outlet pipe to have smooth O.D. equal to concrete pipe I.D. less k- 6. Provide at least one 3"X.090 gage support bracket anchored to concrete wall. (maximum T -0" vertical spacing) 7. Locate elbow restrictor(s) as necessary to provide minimum clearance as shown. 8. Locate additional ladder rungs in structures used as access to tanks and vaults to allow access when catch basin is filled with water. 9. Tee shall be constructed of aluminum CMP or aluminized steel CMP meeting WSDOTIAPWA standards. /angle as necessa see note min. / frame &solid cover marked "DRAIN" with locking bolts see note 3 & KCRS dwgs 2 -022,2 -023 RIM = 410.33 3 long x 6" high verfical bar grate for - secondary inlet �I PLAN VIEW NTS ladder see dwg. 2 -006 cover see 2 -02 6" high ar,grate for =409-90 400.18 399.79- 399.98 ELBOW ELBOW INV. ORIFICE E I ,T DIAMETER DIAMETER 1STELBOW 4" 405.63 1.25" 2ND ELBOW 4" 407.20 0.875" --_ 12" sr - - - -- - 4 00`I� -- - - - - -- - - - - - - - - F- --- -_--erg - 1 - 1 10LF 12" SD _r 404 - - - -- - -_- - - �� 0 s=Srr�B. S-0.1360 0 O� 111 I - = - - -- TOP. OF WALL = 410.0' -- - - - RIM = 399:98 410.26 I - INV =490.0 0 394.81 DETEN77ON POND n ` REQUIRED LIVE BOTTOM -OF POND= 399.00 - - STORAGE= 19,003CF PROVIDED LIVE I STORAGE= 19,520CF i - - - ,. -- - - - - - - -- I1BOTTOM OF LIVE STORAGE= 400.00 DI = 400.24 - INV = 488:68- - - 1 j - 400 - - - -- O 96L� - 00.03 o - -- -- INV= 408:88- ® I - - -- O STO14 FILTER SHEE 9.7LF 12" SO (DETENTION ®-5 OL. X AND U71LITIE 0.006 - 40 -� --- - - - -- - - -- - - - -- - - -- - - - CB s to ��I 41�o ( � -INL 100 YEAR WATER SURFCE= 408.50 � `SCALE 1" = 10' -I- � NE SUNSET BLVD R/W TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M. removable watertight coupling or flange 2" min. elevation per plans 1' min. under pavement 16" max. 6" min. / T- -- max. J I 6" min. de Plate welded to elbow - EX. 18" ST -- with orifice as specified elbow restrictor, see detail EXIS7IN CURB pipe supports �& GU ELBOW RESTRICTOR DETAIL seeNOtes NTS 1.5xD 2 a min. fX. 'SIDEWALK 1 :.•. "mrs, s s _ G _ CONNEC TO: 12" LCPE E EX. CB 1 �� -- INV= RIM= 399.35 i 400.18 INV. (12 )�W =393.43 (EX.) INV. _08 ") = 392.75 (EX.) . - E resfrictor plate q INV. (12) = 39+.35 (NEW with orifice diameter 393.46 0 = 0.625" EL = 398:89• 398.96 CONC. RETAIN LL C S C NIOS ISOMETRI 15' MIN. WIDE GRAVEL AQCESS - 2' min. clearance NTS �to any portion offrop -T RIP RAP OVERFLOW PATH EMERGENCY OVERFLOW WEIR 6' LONG x 6" HIGI WEIR V.= FLOW CONTR L STRUCTURE 54" DIA. (TYP� 2) / " RIM= 410.33 INV= 4GB:99 (1 " tNyE�'i UT)400.18 INV = 399.x-7 (1k WIN) 399.98 1 OP OF 1 IS L =40- 0 1ST ORIFICE DIA 0.625 / EL= 90!00 2ND ORIFICE DIA ;1.25" r " 4" LBOW INV =405.63,1 3RD ORIF7CE IA= 4.875" 10.96 • 4" ELBOW INV= 40/%20 TRACT B 1 (OPEN SP CE)� - - - - - -T ------------------ ------ _6 -HIGE1 CHAIN IN FENCE 1 �- -- - - -- ' -- -1-= ACCESS/ U11L. T. C 12 11 �� 1 / 11 ESM 1 PAD =416.5 C 4'.* TOP OF WALL = 410.00 8.5' LIVE STORAGE DETENTION POND (SECTION C -C) PITS 100YR WS= 408.50 g:1 inclutling elbows NOTES: 1. Use a mimimum of a 54 'diameter type 2 I A catch basin. �T 1 Outlet Capacity: 100 -Year developed peak flow. 3' 3. Metal Parts: Corrosion resistant. Non - Galvanized parts perferred. 12" LCPE Galvanized pipe parts to have asphalt elbow reslrictor treatment 1. see detail 2 4. Frame and ladder or steps offset so: A. Cleanout gate is visible from top. Q B. Climb -down space is clear of riser and 6 cleanout gate. n`V C. Frame is clear of curb. 5. If metal outlet pipe connects to cement A concrete pipe: outlet pipe to have smooth O.D. equal to concrete pipe I.D. less k- 6. Provide at least one 3"X.090 gage support bracket anchored to concrete wall. (maximum T -0" vertical spacing) 7. Locate elbow restrictor(s) as necessary to provide minimum clearance as shown. 8. Locate additional ladder rungs in structures used as access to tanks and vaults to allow access when catch basin is filled with water. 9. Tee shall be constructed of aluminum CMP or aluminized steel CMP meeting WSDOTIAPWA standards. /angle as necessa see note min. / frame &solid cover marked "DRAIN" with locking bolts see note 3 & KCRS dwgs 2 -022,2 -023 RIM = 410.33 3 long x 6" high verfical bar grate for - secondary inlet �I PLAN VIEW NTS ladder see dwg. 2 -006 cover see 2 -02 6" high ar,grate for =409-90 400.18 399.79- 399.98 TOP OF WALL = 410.00 AS BUILT INFORMATION ADDED -' -' -"- 409.50 BY GEODIMENSIONS, INC. DP OF WALL= 410.00 R 117111 DEMhMON POND (SECTION D -D) INTS 100YR WS= 408.50 CALL 48 HOURS a EMERC�NCY BEFORE YOU DIG OVRFLOW WEIR 1- 800 - 424 -5555 1 100YR WS= 408.50 T_- 1.5' 1' -4' _ 8.5' LIVE STORAGE RECOMMENDED FOR APPROVAL AV• BY: fn OD LLi ro �3 p W IiJWV Z Is� �Z�..�mW r(ALNLLN3:(L WJ l ^C • U � bA � cd ^•� va 3 Z I- Q � JA LPL Z x LL Q aWr�N _ M9,6 0 0g3N rD =S IWpQ�0W pr= 3 <0 LL 0, PROJECT 12007 DRAWN BY: TLFI/CJB ISSUE DATE: 12/05/06 SHEET REV.: 07/19/2012 06o5WT0i- VAULT- C14.DWG 1 C14 SHEET 14 OF 29 m m v N r H C r ELBOW ELBOW INV. ORIFICE DIAMETER DIAMETER 1STELBOW 4" 405.63 1.25" 2ND ELBOW 4" 407.20 0.875" TOP OF WALL = 410.00 AS BUILT INFORMATION ADDED -' -' -"- 409.50 BY GEODIMENSIONS, INC. DP OF WALL= 410.00 R 117111 DEMhMON POND (SECTION D -D) INTS 100YR WS= 408.50 CALL 48 HOURS a EMERC�NCY BEFORE YOU DIG OVRFLOW WEIR 1- 800 - 424 -5555 1 100YR WS= 408.50 T_- 1.5' 1' -4' _ 8.5' LIVE STORAGE RECOMMENDED FOR APPROVAL AV• BY: fn OD LLi ro �3 p W IiJWV Z Is� �Z�..�mW r(ALNLLN3:(L WJ l ^C • U � bA � cd ^•� va 3 Z I- Q � JA LPL Z x LL Q aWr�N _ M9,6 0 0g3N rD =S IWpQ�0W pr= 3 <0 LL 0, PROJECT 12007 DRAWN BY: TLFI/CJB ISSUE DATE: 12/05/06 SHEET REV.: 07/19/2012 06o5WT0i- VAULT- C14.DWG 1 C14 SHEET 14 OF 29 m m v N r H C r