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Home My WebLink AboutR-371717J M I Q O cf Ir LLj Q Q IV w NE 1/4 OF SE 1/4 OF SEC. 32, TWP. 23N., RGE. SE., W.M. EMERGENCY OVERFLOW TYPE II CB W/ BIRDCAGE CB #5 TE 49; 487.65 DAM TYPE II -48 CLAY COLLAR -_. „ COLLAR/DAM -49�8� 489.17 IE 462 484.99 4 THICK X 5, DEEP 481.60 S 481.37 „ X 10 WIDE CENTERED E 484.52 8LF-12 0 ON STORM DRAIN 481.62 W 4%-6% I A �o -- . - `. WALL ° T � � : 90- i i I 81 X 6 W --- I + a-2(' 114' -12"0 S=� % 0.44% - -'� X 1 D ROC , PAD ' ----------------------- _�:__ - 8 ---------- w r� 1 -- -----� ------------ 12' GRAVEL ACCESS -r� --� _ �\\\� I IE - •� -;~``� • �� I PO BOTTOM 475.5 I I .� / ----'.• = ►� DIMENT STORAGE 475.5 TO 476.5 481.12 I 15 N -8 1 I VET/DETENTION POND I . I I DRAINAGE 8C (' I i l a VVETPOND . 476.5 TO 481 6 + SEWER 1 tl ii j ! I `'� f I +I I LRE D = 4039 CF ROW ROW I r I ,� I Vi0 Q EASEMENT � • II �` l I I . I I 1 � � jI � j ( 1 l I I - o\ 2 1 li l 1 I VOL PROVIDED 44��- 4287 CF I CONTROL MH 1 w 1 ^�47Q E 'li� DETENTION 4 48:74 � 481.86 TO 7. 6 " 1 0� s 414 I - 1 �e I TYPE II 54 o �'�- 18 VOL REQD PROVIDED - , 1 ' 1 � � �__` J III / � � � a � /� � � ns I RIM. 490.0 , \ / , L 117,791 18,217 CF ' 6 t� ADS CONNECT OUTLET: 4��- 481.8fi I -� `// 11100 YEAR MAX W.S. 487.56 1 I ROOF DOWNSPOUT OVERFLOW 487,4-487.561 1 1 TYPICAL I ORIFICES -SEE DETAIL 1 f I I I �� ` _.`~-- 1 I SEE DETAIL' I \ , a + CLEANOUT IIL _ I (TYPICAL) ---- ---- -- - -4900- =j �' 1 loll 4 4 ZA Ry 4 Z�_cgs N 107LF-12"0 SmO.3%r 0.2% C%4 i 0 0+00 Ll ami 112+00 1 01 ° � 0+50 3-131 45 3+00 Cn I +- IPA o 0 •� 8 TI CB 3 -TYPE :1[ � STA 2+09.60 - 9.17'RT � 6"0 ADS CONNECT � TE 48935 489.09 ROOF DOWNSPOUT IE 486.6 7' � (TYPICAL) I 486.54 S � 486.39E � I I -I. - -- -- -- - - -- -- a I I I CB#4 - TYPE I I I STA 2+09.60 - 9.17'LT TE 489-3 489.15 CB#1-TYPE II IE 4015.85 486.85 STA 1+00.00 - 8.3'RT Ii I TE 494.17 493.92 I I I IE 491.49-S 490.97 IE II QC z6 CAI CB#2 - TYPE I 486.42 NW STA 1 + 00.00- 9.17' LT 486.17 W TE 494.17 494.10 I I T IE 491.6-7 491.70 I I I -) .I i I I ----• E NOTE AN E LOCATION � UNDERGROUND ALL EXISTING SHALL SHOWN FEaXS�HAGENSON DETERMINE ATLOCATIONOALLETINGUTILITIES BEFORE COMMENCING WORK. CONTRACTOR AGREES CONS ULTANTS, LLC ADAMAGES ND BE PRESERVE ANYILLY �AND ALL UNDERGROUND HIS ND RGRWNSIBLE FOR ANY AND D ALL EXACTLY LOCATE CIVIL ENGINEERING do LAND DEVELOPMENT CONSULTANTS I 6484-48nH AVE sw Seattle wn 98126 CALL 48 HOURS phone 206 938-6168 fdx 206.93e-7645 BEFORE YOU DIG email H.HagensondCOMCAST.NET 1-800-424-5555 'PO 28231 41001 �- ss, ANAL EXPIRES --11/15/16 6 AS -BUILT 5 MOVED POND FENCE &ADDED CLAY DAM 4 REVISED PER CITY COMMENTS 3 ADDED POND SIGN 2 REVISED PER 8/16/13 CITY COMMENTS 1 INITIAL PERMIT SUBMITTAL R01111111111111 aNW61 • ►. HEH 3/16/15 HEH 3/31/1 SURVEYED:H HEH 3/7/1 I ti� HEH /31 /14 HEH /30/13 DRAWN: HEH HEH 1/13 CHECKED: EH BY DATE AP P R APPROVED: HEH C. OTHER DEVICE APPROVED BY s ENGINEER. SECTION VIEW NOTE: REFER TO PLAN VIEW FOR ACTUAL HORIZONTAL LOCATION OF _- COMPONENTS 495 2 79 _ -- �. /'' / ao 0) PROP SE) 490 AS T BLT GUTTER I - i� ^� w - EXIST, GRADE J c~o o w 00. O to .. 107LF� 12 o S=$ 0 2% _ ._ ....,_ �- �..� 485 JI-- "I--c3i (n IM O -CD 10-) �� aj_ co�j ,, �w CN (3�_ oo t,_ , II ' moo -�� z Ic�wz� _I +opo 480 CD � _ Y..... Ar0 -..:.. I I 00 V UPw w vow uc~nFw-..wW 475 3+00 2+0o PROFILE - SE 186 PLACE 1+oo 0+00 SCALE: HORIZ: 1 " = 20' VER T.- 1 " = 5' NOTE AN E LOCATION � UNDERGROUND ALL EXISTING SHALL SHOWN FEaXS�HAGENSON DETERMINE ATLOCATIONOALLETINGUTILITIES BEFORE COMMENCING WORK. CONTRACTOR AGREES CONS ULTANTS, LLC ADAMAGES ND BE PRESERVE ANYILLY �AND ALL UNDERGROUND HIS ND RGRWNSIBLE FOR ANY AND D ALL EXACTLY LOCATE CIVIL ENGINEERING do LAND DEVELOPMENT CONSULTANTS I 6484-48nH AVE sw Seattle wn 98126 CALL 48 HOURS phone 206 938-6168 fdx 206.93e-7645 BEFORE YOU DIG email H.HagensondCOMCAST.NET 1-800-424-5555 'PO 28231 41001 �- ss, ANAL EXPIRES --11/15/16 6 AS -BUILT 5 MOVED POND FENCE &ADDED CLAY DAM 4 REVISED PER CITY COMMENTS 3 ADDED POND SIGN 2 REVISED PER 8/16/13 CITY COMMENTS 1 INITIAL PERMIT SUBMITTAL R01111111111111 aNW61 • ►. HEH 3/16/15 HEH 3/31/1 SURVEYED:H HEH 3/7/1 DESIGNED: HEH HEH /31 /14 HEH /30/13 DRAWN: HEH HEH 1/13 CHECKED: EH BY DATE AP P R APPROVED: HEH 1 "=20' ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY FRAME & LADDER OR STEPS OFFSET, SEE NOTE 4. 12"0 RISER TE -487.4 487.56 ORIFICE #3 DRILLED INTO RISER DIA.= 7/8 IN. IE= 496-95 486.21 ORIFICE #2 WITH 4" ELBOW DIA.= 1 IN. IE= --485.91 OUTLET PIPE IE= 481-4 (12") 481.86 RESTRICTOR PLATE W/ ORIFICE #1 DIA.= 1/2 IN. STANDARD GALVANIZED STEEL OR ALUMINUM LADDER/STEPS. SEE PLAN VIEW FOR ACTUAL LOCAT. CONSTRUCTION NOTES GENERAL NOTES: 1. REFERENCE DRAINAGE NOTES ON SHEET C8. 2. ALL DOWNSPOUTS SHALL BE TIGHTLINED TO THE STORM MAIN ON SITE. PLACE CLEAN OUTS AT UPSTREAM END OF EACH CONNECTION. 3. ALL TREES ARE TO BE PROTECTED DURING CONSTRUCTION. GRADING SHOULD BE COORDINATED NOT TO EFFECT THE TREES TO REMAIN. SEE DEMO PLAN SHEET C3 4. PATCH ROADWAY PER COR TYPICAL TRANSVERSE PATCH FOR FLEXIBLE PAVEMENT. 5. SEE SHEET C-5 FOR STORM DRAIN PROFILE 5. ESTIMATED CUT VOLUME: 1200 C.Y. ESIIMATED FILL VOLUME: 1500 C.Y. �531111011 , �� Iii � 11900 "Am" O PROVIDE AND INSTALL TYPE 1 CATCH BASIN PER CITY OF RENTON STANDARD PLAN 200. (TYPICAL) O PROVIDE AND INSTALL PVC OR CPEP STORM PIPE PER CITY OF RENTON STANDARD PLAN 220. (TYPICAL)SEE PROFILE FOR INVERT AND SLOPE INFORMATION. O PROVIDE AND INSTALL ROOF DRAIN. CONNECT DIRECTLY TO CATCH BASINS. O4 WET DETENTION POND SHALL BE POST CONSTRUCTION AS -BUILT. VERTICAL DATUM GRAPHIC SCALE NAVD 88 20 0 10 20 40 80 BENCHMARK ( IN FEET) TOP OF FOUND CONCRETE MONUMENT AT THE S.E. 1 inch = 20 ft. CORNER OF SECTION 32 ELEV. = 514.98 FT (WCCS POINT ID NO. 3831) TEN -PERCENT OF EACH LOT MUST BE MITIGATED BY FLOW CONTROL BMPS PER 2005 KING COUNTY SURFACE WATER MANUAL, SECTION 1.2.3.3 AND 5.2.1.4. THESE FACILITIES MAY INCLUDE, BUT NOT BE LIMITED TO SUCH FACILITIES AS DISPERSION, INFILTRATION, RAIN GARDEN, PERMEABLE PAVEMENT, GRASSED MODULAR GRID PAVEMENT AND OPEN GRID DECKING OVER PERVIOUS AREA. DESIGN AND CONSTRUCTION OF THESE BMPS IS DEFERED TO THE INDIVIDUAL BUILDING CONSTRUCTION PERMIT PHASE. 10 % OF EACH LOT IS AS ITEMIZED BELOW: LOT NUMBER TOTAL LOT AREA (SF) 10%_ OF LOT FOR BMP (SF) 1 4678 468 2 4508 451 3 4514 452 4 4516 452 5 4534 454 6 4513 452 7 4512 452 8 4509 451 ROUND SOLID COVER MARKED "DRAIN" WITH LOCKING BOLTS UNLESS OTHERWISE APPROVED BY ENGINEER RIM= 490 CONTROL ROD FOR CLEANOUT/ DRAIN, ROD BENT AS REQUIRED FOR VERTICAL ALIGNMENT W/COVER p MAX. W.S. EL= 484.4 487.56 z 0 R-311111 ,Tom 1.THE STORMWATER DETENTION POND WILL BE USED DURING THE SITE UTILITY AND ROADWAY CONSTRUCTION AS ESCP FACILITY. POND TO BE PUMPED AND SEDIMENT LADEN WATER TO BE DISPOSED OF OFF SITE AT AN APPROVED TREATMENT FACILITY 1. z A91.7 " :2INLET PIPE, IE= (1 DIAM) 481.86 N CLEANOUT GATE: A. SHEAR GATE, IRON BODY BRONZE MTD. OLYMPIC FDY. STD. OR, C z B. LIFT GATE, NO. C/C/I-LG, CASCADE CULVERT INC., OR N C. OTHER DEVICE APPROVED BY ENGINEER. SECTION VIEW NOTE: REFER TO PLAN VIEW FOR ACTUAL HORIZONTAL LOCATION OF COMPONENTS CB #1 - CONTROL STRUCTURE SCALE: N.T.S. Ham: NAD ;, �i,M CITY OE RENTON DATUM Planning/Building/Public Works Dept. CONTROL MANHOLE PLAN VIEW 1 "=10' (CHECKED FOR COMPLIANCE TO CITY STANDARDS GRADING AND DRAINAGE PLAN LAKESIDE FAIRWOOD PLAT 18621 - 116TH AVE SE RENTON, WASHINGTON LAKESIDE INVESTMENTS, LLC r DATE- 5/1/13 ATE:5/1/13 RELDOWK: PAGE: DRAWING NO: C7 SHEET:OF: 7 13 ILILIMEME