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Home My WebLink AboutR-376205Ld J U_ 296 LF, 8"0 S' W/ CLEANOUTS EVERY 100' 0 S=0.50% JESSIE GLEN HOME OWNERS ASSOCIATION 2:1 MAX., (TYP.) 6198400221 DAVID CHRISTMAN 5' WATER EASEMENT RECORDING NO. 9111210817 6198400243 DENNIS GLOSTER 10' ACCESS EASEMENT RECORDING NO. 8101160238 A PORTION OF THE SW 1/4 OF THE SW 1/4 OF SECTION 33, TWP 23 N., RGE 5 E. KING COUNTY, WA 6198400222 DAVID CHRISTMAN 6198400200 GORDON AND LOIS YORK mum 5 6198400245 6 PAD = 512.00 RON & ANABELLA NICHOLSON PAD=511.60 1 0 0 INTERSECTION SIGHT TRIANGLE o t ' 511.48 � 6198400242 _ IEN .._._ _ t� 6198400245 NATHAN RIDER PAD=511.30 RON & ANABELLA NICHOLSON EXISTING 60' R/W - -- - - CLEARING LIMITS ------------ 7 ROCK CHECK DAM PER DETAIL PAD=510.40 ON SHEET GR -03, (TYP.) - �TRACT A-- 8 510.42 (STORM DRAINAGE) PAD=510.60507.70 (TEMP. = PERM.) 1 10 PUBLIC WATER"" ' 1 ---`- __ • ' 4 I j EASEMENT / : 3 2 PAD=510.00` x. i 12' �_ v PAD=508.80 PAD=508.90 -- -.�,. ' ` ( w . , 508.84 � � ---- 1 SDCO (TYP) �0' UTILITY r 9 ' - EASEMENT _, N W ----- PAD = 510.50 � .�.,. l O � STA. 10+00.00, 31.50' LT. -------------------- --- CV CENTER OF CUL-DE-SAC J dillr ELEV.=509.68 �ED p�E►NT IAL ac 1 S47 M►TcEssi '• ROW . ... . ..... ...... . . CONSTRUCTION ENTRANCE -- ------------ ------ PER STD DETAIL 215.10 • .... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . - N_-__ - •� 10 �`'�` ON SHEET GR -03 PAD=510.40 CATCH BASIN FILTER (TYP) _ - TOP=506.91--� PER STD PLAN 216.30 ON o TOE=505.91 SHEET GR -03 1 7 16 12 13 14 15 PAD=510.40 TOP=509.00 PAD=509.20 PAD=508.70 PAD=509.40 PAD=510.40 PAD=510.10 j TOE=506.05 I 11 " TOP=509.58 • PROPOSED BLOCK WALL = TOE=506.58 $ WITH WALL DRAIN TOP=509.00 M r- TOE=506.29 . ClI STOP=509.65 TOE=506.65 g �I N:160493.59 E:1306183.24 IE=505.04 8"0 SD DAYLIGHT � CONTRACTOR TO VERIFY LOCATION AND ELEVATION OF EX. SWALE INLET PRIOR TO CONSTRUCTION 5' EXISTING DRAINAGE EASEMENT it fil d12 Waldnp Days Blore You Dip 811 USI.. lM,d.,ra.,d L;Iom C~ co,MrM,oR,wN 6198400300 DHILLON SIMRIT EXISTING SWALE -TOP 509.77 \ TOE= 506.77 S PRE RVE AND PROTECT EXIS11IING YARD DRAIN. CONSULTING ENGINEERS i i #1 334W 9!h Avenue Sown i i 30' ACCESS EASEMENT CHANGE Suite 206 RECORDING N0. �-- FIELD Federal Way, WA 99003 7404250236 I � W I I Q Z U 6198400066 I EMERGENCY SPILLWAY WIDTH Glowun con .a-� DENISE KELLY ~ C) � Public Works w J I o a.a = 6.00" RISER PIPE DIA. = 12.00" W lu SO YD 1, N=160789.80 W E=1306190.18 J TG=509.00 IE=506.52, 8"0 5' PRIVATE DRAINAGE 7 EASEMENT 3709600 20 ELMER & FL RENCE MADARA G 296 LF, 8"0 S' W/ CLEANOUTS EVERY 100' 0 S=0.50% JESSIE GLEN HOME OWNERS ASSOCIATION 2:1 MAX., (TYP.) 6198400221 DAVID CHRISTMAN 5' WATER EASEMENT RECORDING NO. 9111210817 6198400243 DENNIS GLOSTER 10' ACCESS EASEMENT RECORDING NO. 8101160238 A PORTION OF THE SW 1/4 OF THE SW 1/4 OF SECTION 33, TWP 23 N., RGE 5 E. KING COUNTY, WA 6198400222 DAVID CHRISTMAN 6198400200 GORDON AND LOIS YORK mum 5 6198400245 6 PAD = 512.00 RON & ANABELLA NICHOLSON PAD=511.60 1 0 0 INTERSECTION SIGHT TRIANGLE o t ' 511.48 � 6198400242 _ IEN .._._ _ t� 6198400245 NATHAN RIDER PAD=511.30 RON & ANABELLA NICHOLSON EXISTING 60' R/W - -- - - CLEARING LIMITS ------------ 7 ROCK CHECK DAM PER DETAIL PAD=510.40 ON SHEET GR -03, (TYP.) - �TRACT A-- 8 510.42 (STORM DRAINAGE) PAD=510.60507.70 (TEMP. = PERM.) 1 10 PUBLIC WATER"" ' 1 ---`- __ • ' 4 I j EASEMENT / : 3 2 PAD=510.00` x. i 12' �_ v PAD=508.80 PAD=508.90 -- -.�,. ' ` ( w . , 508.84 � � ---- 1 SDCO (TYP) �0' UTILITY r 9 ' - EASEMENT _, N W ----- PAD = 510.50 � .�.,. l O � STA. 10+00.00, 31.50' LT. -------------------- --- CV CENTER OF CUL-DE-SAC J dillr ELEV.=509.68 �ED p�E►NT IAL ac 1 S47 M►TcEssi '• ROW . ... . ..... ...... . . CONSTRUCTION ENTRANCE -- ------------ ------ PER STD DETAIL 215.10 • .... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . - N_-__ - •� 10 �`'�` ON SHEET GR -03 PAD=510.40 CATCH BASIN FILTER (TYP) _ - TOP=506.91--� PER STD PLAN 216.30 ON o TOE=505.91 SHEET GR -03 1 7 16 12 13 14 15 PAD=510.40 TOP=509.00 PAD=509.20 PAD=508.70 PAD=509.40 PAD=510.40 PAD=510.10 j TOE=506.05 I 11 " TOP=509.58 • PROPOSED BLOCK WALL = TOE=506.58 $ WITH WALL DRAIN TOP=509.00 M r- TOE=506.29 . ClI STOP=509.65 TOE=506.65 g �I N:160493.59 E:1306183.24 IE=505.04 8"0 SD DAYLIGHT � CONTRACTOR TO VERIFY LOCATION AND ELEVATION OF EX. SWALE INLET PRIOR TO CONSTRUCTION 5' EXISTING DRAINAGE EASEMENT it fil d12 Waldnp Days Blore You Dip 811 USI.. lM,d.,ra.,d L;Iom C~ co,MrM,oR,wN 6198400300 DHILLON SIMRIT EXISTING SWALE -TOP 509.77 \ TOE= 506.77 S PRE RVE AND PROTECT EXIS11IING YARD DRAIN. � z TOP -510.17 o SILT NCE TO BE PLACED AT TOE=507.17 M CLEAR G LIMITS. SEE STD PLAN 214. ON SHEET GR -03 � C NTRACTOR TO COORDINATE WITH � A JACENT PROPERTY OWNER PLETE OIIfFSITE GRADING. • W> > > II G/ STEL: 4 CONSULTING ENGINEERS LLC #1 334W 9!h Avenue Sown i • 1 * I CHANGE Suite 206 6 FIELD Federal Way, WA 99003 #3 TOP BERM ELEV. = 505.75 FtJMW4IL 11W (�3) 11113"113� www.osmcivil.com * (� 207-+m = 504.75 EMERGENCY SPILLWAY WIDTH Glowun con .a-� Civil Enginsering Land Surveying Land Planning Public Works I Project Management I Landscape Architecture ESM JOB #1670-003-013 � z TOP -510.17 o SILT NCE TO BE PLACED AT TOE=507.17 M CLEAR G LIMITS. SEE STD PLAN 214. ON SHEET GR -03 � C NTRACTOR TO COORDINATE WITH � A JACENT PROPERTY OWNER PLETE OIIfFSITE GRADING. • W> > > II G/ STEL: 4 FIELD CHANGE #1 5 FIELD CHANGE #2 6 FIELD CHANGE #3 o TOP=507.34 POTENTIAL STOCK PILE 0 TOE=506.34 STORAGE LOCATION PROPOSED BLOCK WALL WITH WALL DRAIN q INT'X A. 14+77.39, ROAD A = STA. 52+20.00, 120TH AVE S.E. ROCK CHECK DAM PER DETAIL ON SHEET GR -03, (TYP.) INTERSECTION SIGHT TRIANGLE F11 SCALE: 1 " = 40' 40' 20' O 40 a0' CONTOUR INTERVAL = 1' T.E.S.C. POND TABLE z SUB BASIN AREA = 4.86 AC INFLOW 10 YR/15 MINUTE = 2.32 CFS INFLOW 100 YR/15 MINUTE = 5.08 CFS SURFACE AREA (REQ'D) = 4,830 SF SURFACE AREA PROVIDED = 7,305 SF TOP BERM ELEV. = 505.75 TOP OF RISER PIPE = 499.25 EMERGENCY SPILLWAY ELEV. = 504.75 EMERGENCY SPILLWAY WIDTH = 6.0' POND BOTTOM ELEV. = 493.50 POND TOP LENGTH = 130' POND TOP WIDTH = 40' ORIFICE DIA. = 3" DEWATERING TUBE DIA. = 6.00" RISER PIPE DIA. = 12.00" GRADING QUANTITIES STRIPPING (6## DEPTH) 3500 C.Y. CUT = 71,750 C.Y. FILL = 9,000 C.Y. RIGHT OF WAY SECTION (NET CUT) = 1,000 C.Y. NET (FILL) 250 C.Y. EARTHWORK QUANTITIES ARE FOR PERMIT PURPOSES ONLY. QUANTITIES ARE "NEAT LINE" ONLY. THE QUANTITIES DO NOT ACCOUNT FOR ANY SHRINK OR SWELL FACTORS. IT IS THE CONTRACTORS RESPONSIBILITY TO CALCULATE THE EARTHWORK VOLUMES FOR BID PURPOSES. CONSTRUCTION SEQUENCE 1. PRE -CONSTRUCTION MEETING. 2. POST SIGN WITH NAME AND PHONE NUMBER OF ESC SUPERVISOR (MAY BE CONSOLIDATED WITH THE REQUIRED NOTICE OF CONSTRUCTION SIGN). 3. FLAG OR FENCE CLEARING LIMITS. 4. INSTALL CATCH BASIN PROTECTION IF REQUIRED. 5. GRADE AND INSTALL CONSTRUCTION ENTRANCE(S). 6. INSTALL PERIMETER PROTECTION (SILT FENCE, BRUSH BARRIER, ETC.). 7. CONSTRUCT SEDIMENT PONDS AND TRAPS. 8. GRADE AND STABILIZE CONSTRUCTION ROADS. 9. CONSTRUCT SURFACE WATER CONTROLS (INTERCEPTOR DIKES, PIPE SLOPE DRAINS, ETC.) SIMULTANEOUSLY WITH CLEARING AND GRADING FOR PROJECT DEVELOPMENT. 10. MAINTAIN EROSION CONTROL MEASURES IN ACCORDANCE WITH APPENDIX D OF THE SURFACE WATER DESIGN MANUAL AND MANUFACTURER'S RECOMMENDATIONS. 11. RELOCATE EROSION CONTROL MEASURES OR INSTALL NEW MEASURES SO THAT AS SITE CONDITIONS CHANGE THE EROSION AND SEDIMENT CONTROL IS ALWAYS IN ACCORDANCE WITH THE CITY'S EROSION AND SEDIMENT CONTROL STANDARDS. 12. COVER ALL AREAS THAT WILL BE UNWORKED FOR MORE THAN SEVEN DAYS DURING THE DRY SEASON OR TWO DAYS DURING THE WET SEASON WITH STRAW, WOOD FIBER MULCH, COMPOST, PLASTIC SHEETING OR EQUIVALENT. 13. STABILIZE ALL AREAS THAT REACH FINAL GRADE WITHIN SEVEN DAYS. 14. SEED OR SOD ANY AREAS TO REMAIN UNWORKED FOR MORE THAN 30 DAYS. 15. UPON COMPLETION OF THE PROJECT, ALL DISTURBED AREAS MUST BE STABILIZED AND BMPS REMOVED IF APPROPRIATE. R-3 76�a HECKED FOR CO PLIANCE TO CITY STANDARDS big I I l ESM 10/14/14SURVEYED: SCJV_E= -� ;��„ RYLEE'S PLACE � 0/14/2014 ` ESM 08/10/15 " HOMZOW� 1 =40 CITY OF ,.: ESM 08/28/, 5• D LGB � RENT 0 N P�E: DRWNcJR ONE INCH ATOM GRADING & T. E . S . C . PLAN DRAS* c NI CHECKED: AT FULL SCALE Planning/Building/Public Works Dept.- IF NOT ONE INCH 0 REVISION BY DATE AP P R "p D' SCALE ACCORDINGLY 5 Of.. 22 i. L ` ! Z C z � _ M C -n O] ic 01 N K Go m M D ,. D O O M� M9 a)cn D� '-° z z C M Cn N 3 z 0 z G) z C 3 m M M 0 z N 0 < M, L LnN N 0 z