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Home My WebLink AboutR-371707ry EMERGENCY OVERFLOW TYPE II CB W/ BIRDCAGE TE 487 52 -' CB #5 ,.1E 485.02 �. TYPE II -48 ` TE 490.0 11' 481.6 S 8LF 12 0 484.62 E S=4% -_ A- 2AVEL ACCESS i' w 2AINAGE W ASEMENT o EASEMENT- - (TYPICAL) OUTLET �., Q LOT 7 FG 497.39 1. REFERENCE DRAINAGE NOTES ON SHEET C8. 4512 SF - -, - ,. FG 497.39 2. ALL DOWNSPOUTS SHALL BE TIGHTLINED TO THE STORM MAIN ON SITE. PLACE CLEAN _ I- E:AS€,MENT -. _ (TYPICAL) 4' ROCK WALL`, WALK FG 497.89 LU 471� SAVE TREES T-4 � TOLLAlIMCAPc o " I J T'o 3. ALL TREES ARE TO BE PROTECTED DURING CONSTRUCTION. GRADING SHOULD BE 81 X 6' W SIDEWALK I - X 1'DROC - - - - - - PAD Y ONSITE MAY BE IE 481.0 EMERGENCY OVERFLOW TYPE II CB W/ BIRDCAGE TE 487 52 -' CB #5 ,.1E 485.02 �. TYPE II -48 ` TE 490.0 11' 481.6 S 8LF 12 0 484.62 E S=4% -_ A- 2AVEL ACCESS i' w 2AINAGE I ' ,N ASEMENT o EASEMENT- - (TYPICAL) OUTLET �., 6' GREEN VINYL COATED, LOT 7 FG 497.39 1. REFERENCE DRAINAGE NOTES ON SHEET C8. 4512 SF - -, - NE 1/4 OF SE 1/4 OF SEC. 32, TWP. 23N., RGE. 5E., W.M. 6 "0 ADS CONNECT rrt aa4 TEMPORARY PROTECTION FENCE CONSTRUCTION NOTES I RIM: 490.0 ROOF DOWNSPOUT 1 20• (TYPICAL) OUTLET �., 6' GREEN VINYL COATED, 15' SAN SEESEW'CLEANOUT FG 497.39 1. REFERENCE DRAINAGE NOTES ON SHEET C8. A. SHE AR A. SHEAR GATE, IRON BODY - -, - ,. FG 497.39 2. ALL DOWNSPOUTS SHALL BE TIGHTLINED TO THE STORM MAIN ON SITE. PLACE CLEAN _ I- E:AS€,MENT -. _ (TYPICAL) 4' ROCK WALL`, WALK FG 497.89 NOTED) SEE SIGNIFICANT TREE 471� SAVE TREES T-4 � TOLLAlIMCAPc o " I BOTT��M4d7.5 -- 0.5' S' T'o 3. ALL TREES ARE TO BE PROTECTED DURING CONSTRUCTION. GRADING SHOULD BE 15 THROUGH T 15 ALL OTHER TREES SIDEWALK I - I, COORDINATED NOT TO EFFECT THE TREES TO REMAIN. SEE DEMO PLAN - - - - - - '. EASM•T .. Y ONSITE MAY BE 6 "0 ADS CONNECT 4 ,,., ' - - - - F-- CB #4 - TYPE I I R PATCH FOR FLEXIBLE PAVEMENT NOTE: - -- ROOF _ DOWNSPOUT ,, �1E.486.67 I STA 2 +09.60 - 9.17LT HORIZONTAL LOCATION OF (TYPICAL), I �e�(.�: TE 489.35 1 CB #1- TYPEII �• .. 4 LOT 1 0.5'. .. ... ,` IE 486.85 STA y -I ,. ,._._ SIDEWALK/ 8 SF 4b7 EASM'. 1 �. - _,...,. z� , .. ,. 'TE 494.17 3 +00 N I� IE 491.49 -5 i I, IE 486.35 -E,N' ;. O #2 TYPE I LOT 5 `; (\ , O NE 1/4 OF SE 1/4 OF SEC. 32, TWP. 23N., RGE. 5E., W.M. SE TEMPORARY PROTECTION FENCE CONSTRUCTION NOTES SCALE: HORIZ: 1'• = 20• GENERAL NOTES: �., 6' GREEN VINYL COATED, FG 497.39 1. REFERENCE DRAINAGE NOTES ON SHEET C8. A. SHE AR A. SHEAR GATE, IRON BODY CHAIN LINK FENCE ,. FG 497.39 2. ALL DOWNSPOUTS SHALL BE TIGHTLINED TO THE STORM MAIN ON SITE. PLACE CLEAN BRONZE MID. OLYMPIC FDY. STD. OR, 4' ROCK WALL`, WALK FG 497.89 NOTED) SEE SIGNIFICANT TREE __ : : OUTS AT UPSTREAM END OF EACH CONNECTION. SAVE TREES T-4 � TOLLAlIMCAPc o " I BOTT��M4d7.5 -- 0.5' S' T'o 3. ALL TREES ARE TO BE PROTECTED DURING CONSTRUCTION. GRADING SHOULD BE 15 THROUGH T 15 ALL OTHER TREES SIDEWALK I - I, COORDINATED NOT TO EFFECT THE TREES TO REMAIN. SEE DEMO PLAN - - - - - - '. EASM•T .. Y ONSITE MAY BE 6 "0 ADS CONNECT 4 ,,., ' - - - - F-- CB #4 - TYPE I I R PATCH FOR FLEXIBLE PAVEMENT NOTE: - 4. PATCH ROADWAY PER COR TYPICAL TRANSVE SE I � i FENCE MIN 6' LOT 6 I 5. SEE SHEET C -5 FOR STORM DRAIN PROFILE �ABOVE WALL 4513 !. SF Y�IET /DETENTION POND I I 1 5. ESTIMATED CUT VOLUME: 1200 C.Y. II WETPOND 477,5 TO 481.7 30' , 30' ESTIMATED FILL VOLUME: 1500 C.Y. I VIOL REQD =4039 CF RO ROW I VIOL PROVIDED 4179` DETENTION 481.7 To 487.4 I STORM DRAINAGENOTES AkOL REQD /PROVIDED = 17,791 CF ' I ' O1 PROVIDE AND INSTALL TYPE 1 CATCH BASIN PER CITY OF RENTON STANDARD PLAN 200. (TYPICAL) PROVIDE AND INSTALL PVC OR CPEP STORM PIPE PER CITY OF RENTON STANDARD PLAN 220. (TYPICAL)SEE PROFILE FOR ' I INVERT AND SLOPE INFORMATION. ny o� O PROVIDE AND INSTALL ROOF DRAIN. CONNECT DIRECTLY TO CATCH BASINS. WET DETENTION POND SHALL BE POST CONSTRUCTION AS- BUILT. VERTICAL DATUM TEMPORARY PUBLI ACCESS ", ��E SEAL NT GRAPHIC SCALE NgVp gg m 1 m ,30,,, m �. BENCHMARK L1 0 10 20 w eo fAk 0 +00 2 +00 - 1 OCP°,p 0 +50 ? i + ( IN FEET > TOP OF FOUND CONCRETE MONUMENT AT THE S.E. oo 1 inch = 20 ft. CORNER OF SECTION 32 - -- -- ELEV. = 514.98 FT A (WCCS POINT ID NO. 3831) 3 +00 w 2 +01 PROFILE - SE TEMPORARY PROTECTION FENCE I ROW SCALE: HORIZ: 1'• = 20• VERT. 1° = 5' �., (TYPICAL UNLESS OTHEREWISE A. SHE AR A. SHEAR GATE, IRON BODY BRONZE MID. OLYMPIC FDY. STD. OR, NOTED) SEE SIGNIFICANT TREE SAVE TREES T-4 � I C "op3 TYPE I I RETENTION NOTES AND DETAILS `` C. OTHER DE`nCE APPROVED BY 15 THROUGH T 15 ALL OTHER TREES I- - t I - 09.b0- 917TRL _ - - - - - - - - t - ... Y ONSITE MAY BE 6 "0 ADS CONNECT 4 ,,., TE 489.35 CB #4 - TYPE I I NOTE: - -- ROOF _ DOWNSPOUT ,, �1E.486.67 I STA 2 +09.60 - 9.17LT HORIZONTAL LOCATION OF (TYPICAL), I �e�(.�: TE 489.35 1 CB #1- TYPEII �• .. 4 LOT 1 0.5'. .. ... ,` IE 486.85 STA 1 +00.00 - 8.3'RT , -I ,. ,._._ SIDEWALK/ 8 SF 4b7 EASM'. 1 �. - _,...,. , .. ,. 'TE 494.17 T// - - - -' I� IE 491.49 -5 i I, IE 486.35 -E,N' ;. O #2 TYPE I LOT 5 `; �� LOT 4 L�OTp'2 �= STA 1 +00.00- 9.17'LT5' TO BED �\ I LOT 3 1 5' HIGH PLASTIC OFRRINS5NK ':, I TE 49417 DEDICATED AS 4534 SF V 4516 SF , 4514 SF IE 49167 I. 3 +00 w 2 +01 PROFILE - SE TEMPORARY PROTECTION FENCE I ROW SCALE: HORIZ: 1'• = 20• VERT. 1° = 5' �., (TYPICAL UNLESS OTHEREWISE A. SHE AR A. SHEAR GATE, IRON BODY BRONZE MID. OLYMPIC FDY. STD. OR, NOTED) SEE SIGNIFICANT TREE SAVE TREES T-4 � I CULVERT INC., OR I RETENTION NOTES AND DETAILS `` C. OTHER DE`nCE APPROVED BY 15 THROUGH T 15 ALL OTHER TREES I - ENGINEER. ON DEMOLITION PLAN SHEET C3. Y ONSITE MAY BE I I NOTE: REFER TO PLAN VIEW FOR ACTUAL HORIZONTAL LOCATION OF COMPONENTS FG 499.91 " l0 VV I� - 495 3 +00 w 2 +01 PROFILE - SE 186 PLACE 1 +00 SCALE: HORIZ: 1'• = 20• VERT. 1° = 5' NOTE THE LOCATION OF ALL EXISTING I-L4 ON DETERMINE THE EXACT ALOCATION UOFEALL STNGRUTIIU ES SHOWN BEFORE COMMENCING WORK. CONTRACTOR AGREES TO BE FULLY CONSULTANTS, LLC AND YMICHMIGHT ANY AND ALL UNDERGROUND UTIUTIES. LOCATE CIVIL ENGINEERING k LAND DEVELOPMENT CONSULTANTS 6484 -481H AVE SW Seattle WA 98126 CALL 48 HOURS phone 206 936 -6168 fax 206.938 -7645 BEFORE YOU DIG emal H. HagensanWWCAST.NET 1- 800 -424 -5555 f%%RES 11/15/16 490 w S V, 485 0 + 0 }_ I 480 475 0 +00 2 REVISED PER 8 16 13 CITY COMMENTS HEH 30 13 HEH I I I I NITIAL PERMIT SUBMITTAL HEH l/' 3 pEH N0. REVISION BY DATE APPR HEH FRAME & LADDER OR STEPS OFFSET, SEE NOTE R 4. 120 RISER TE 487.4 ORIFICE 13 DRILLED INTO RISER DIA= 7/8 IN. _ IE= 486.05 ORIFICE #'2 PATH 4' ELBOW DIA.= 1 IN. IE= 485.75 t „ OUTLET PIPE � IE= 481.7 (12') RESTRICTOR PLATE W/ - ORIFICE 01 DIA: 1/2 IN. STANDARD GALVANIZED STEEL OR ALUMINUM LADDER /STEPS. SEE PLAN VIEW FOR ACTUAL LOCAT. 50VF: rw'wiVDiownoo, " =20' °H�� DATUM AT iNl. $GlE � xm ax6 xcx $VIE ARVIPIN,I.Y 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 (SF1 1 4678 468 2 4508 451 3 4514 452 4 4516 452 5 4534 454 6 4513 452 7 4512 452 8 4509 451 R- 311101 ROUND SOLID COVER MARKED 'DRAIN' WITH NOTE: LOCKING BOLTS UNLESS OTHERWSE APPROVED BY ENGINEER 1.THE STORMWATER DETENTION POND WILL BE USED RIM= 490 DURING THE SITE UTILITY AND ROADWAY CONSTRUCTION AS ESCP FACILITY. POND TO BE PUMPED AND SEDIMENT CONTROL ROD FOR CLEANOUT/ DRAIN, LADEN WATER TO BE DISPOSED OF OFF SITE AT AN ��LIGROD BENT AS REQUIRED FOR vERncAL APPROVED TREATMENT FACILITY ANMENT S COVER CB #1 - CONTROL STRUCTURE SCALE: N.T.S. CITY OF tM RENTON Planning /Building /Public Works Dept. CONTROL MANHOLE PLAN VIEW 1 " =10' CHECKED FOR COMPLIA CE TO CITY STANDARDS (0 GRADING AND DRAINAGE PLAN 5/1/13 LAKESIDE FAIRWOOD PLAT 18621 - 116TH AVE SE Ra RENTON, WASHINGTON C7 LAKESIDE INVESTMENTS, LLC 7 13 r�(�� A- NNNNAA ....................... . N d - oD INLET PIPE, IE= 138.22 (36'DIAM) N GATE: A. SHE AR A. SHEAR GATE, IRON BODY BRONZE MID. OLYMPIC FDY. STD. OR, z B. LIFT GATE, NO. C /C /1 -113, CASCADE CULVERT INC., OR C. OTHER DE`nCE APPROVED BY I ENGINEER. SECTION VIEW NOTE: REFER TO PLAN VIEW FOR ACTUAL HORIZONTAL LOCATION OF COMPONENTS CB #1 - CONTROL STRUCTURE SCALE: N.T.S. CITY OF tM RENTON Planning /Building /Public Works Dept. CONTROL MANHOLE PLAN VIEW 1 " =10' CHECKED FOR COMPLIA CE TO CITY STANDARDS (0 GRADING AND DRAINAGE PLAN 5/1/13 LAKESIDE FAIRWOOD PLAT 18621 - 116TH AVE SE Ra RENTON, WASHINGTON C7 LAKESIDE INVESTMENTS, LLC 7 13 r�(�� A- NNNNAA ....................... . N d - oD