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HomeMy WebLinkAboutR-381414w 0 0 U W J LL O O w Z w w 0 O ch U i X Z 0 z Y J Q m a� 0 u Ln N N Ln 0 N v E 0 0 3 E 00 .c CP n� rn co 0 0 0 w� Z d _J Qu L L� DRAINAGE FACILITY SECTIONS AND DETAILS FOR COPPERWOOD PTN OF THE NW1 /4, OF THE SE1 /4 OF SEC. 15 TWP. 23 N., RGE 5 EAST, W. M. COUNTY, CITY OF RENTON, KING STATE OF WASHINGTON 3®5 SURVEYED: BCE 3W W5 PRO OSED GRADE O SECTION BJT 4/22/15 5 RAG O p c0 p N rO mot• 1/15/15 BJT CHECKEEDD: a 1 o O � O Ci O 3 00 rn o�0 00 M - - M rn TOP OF POND EL= 386.00 rr f 30 18" CPEP O 8.327 PUBLIC r % - �- RIPRAP PAD PER SPECS THIS SHEET 380 -_-- _--r DESIGN WATER SURFAU EL= 384.00 _ INA WA - IE= 374:50 1 2 SU _ oe W/ QEBRIS 8ERRIER _ -fi' WIDE BERM EL= 377.00 , EL =377. ... STATIC WATER ._._ ._.. V SURFACE EL= 377.00 ... ... ._.. .._ -•- CELL ..... V� 7 CPEP • 375 / 4' DEAD STORAGE - . 2� 2-�q$' / K: 1779-20.96 - woCIEVQ t.. f PUBLIC} E: 131 469.0 _ _ T T`Q.M _ OF CELL _ 'i __ IE = 377.00 (18' N} _ 1314 48 _ _ IE= 373.75 18 { IE = 377.00 (18' SEA RIM- -=384 tE = 37 4 57 (18 S) 17 LF 18" CPEP O 0.= PuBUC 1' SEDIMENT . ORAGE- EL-373".00, _ IE 374.57 _ (18' W) 370 IE - 374.57 (18" E) _ 36 • -20 LF 8 _ SD ®- 20.55 %_ E: 13141.44 I�t1ut - 386.0© 30 -LI= 1.8" _ CPEP _ _O .832.�L _... PUBLIC . _ EXI IN6 E 4E = 378.-}1 _1 -8' W tE = 374.61 18” E W� 3 HORIZ. 1 - =20' — VERT. Y " =5. O �EOTIfiN 7 LF 18" CPEP _O 0.55:9 (PUBLIC,) N: 17792 -E: _ " 98 __ fl O BEC K CM mlrtt4M 7.91 E �314b7g.DT _ IE = 3715,50 (18" N) 5 '- c� Cl N r CO rn o o o Ln O N 0) rn 00 N - CD �K; 00 ��; ^ 00 ��; ^ 00 �� ac DO CO . 00 00 co 00 o 00 SECTION A -A 00 _ In r r-) PO rn n r� _ rn HORTZ. 1`=12'0` — VERT. fi " =5' 00 tan N m N L c0 p N Ln p r� p O p�j O rn Cn 00 0000 w 00 � 00 0000 co � 0�0 � 00 � CO � � CO � 00 � 2+00 ♦ EXISTING GRADE O SECTION m imoM � CELL #1 ...� -... L• 1' SEDIMENT STORAGE EL =37 1.-00 2265.10 EXTSTM GWE O SECTION PROPOSED GRADE -O SECTION PROPOSED GRADE O ION 375 385 375 0 .mu SURVEYED: BCE 3W W5 PRO OSED GRADE O SECTION BJT 4/22/15 5 RAG O p c0 p N rO mot• 1/15/15 BJT CHECKEEDD: a 1 o O � O Ci O (6 00 00 rn o�0 00 M - - M rn .mu SURVEYED: BCE PRO OSED GRADE O SECTION BJT 4/22/15 5 RAG 3/30/15 BJT BJT 1/15/15 BJT CHECKEEDD: a 1 BY DATE APPR APPROVED BJT c„i taFerF F- -- - -- - - EXISTING GRADE O SECTION — rr 30 18" CPEP O 8.327 PUBLIC r % - �- RIPRAP PAD PER SPECS THIS SHEET 380 _ INA WA R SU _ oe EL= 377.00 , 144 " _ �7/ 5 V� 7 CPEP • / rr rr / 2� 2-�q$' / K: 1779-20.96 - woCIEVQ t.. f PUBLIC} E: 131 469.0 _ _ 'i __ IE = 377.00 (18' N} _ 1314 48 _ _ IE= 373.75 18 { IE = 377.00 (18' SEA RIM- -=384 tE = 37 4 57 (18 S) 17 LF 18" CPEP O 0.= PuBUC IE 374.57 _ (18' W) 1�At1.T IE - 374.57 (18" E) _ 36 • -20 LF 8 _ SD ®- 20.55 %_ E: 13141.44 I�t1ut - 386.0© _ _ _ _ _ _ _. _ _ „, A -T AM EXI IN6 E 4E = 378.-}1 _1 -8' W tE = 374.61 18” E W� 3 HORIZ. 1 - =20' — VERT. Y " =5. O �EOTIfiN 7 LF 18" CPEP _O 0.55:9 (PUBLIC,) N: 17792 -E: _ " 98 __ fl O BEC K 13148 7.91 IE = 3715,50 (18" N) '- c� Cl N r CO rn o o o Ln O N 0) rn 00 N m (�) In CD �K; 00 ��; ^ 00 ��; ^ 00 �� ac DO CO 00 00 00 co 00 o 00 00 00 00 r\ 00 In r r-) PO rn n r� rn rq 2+00 VEFMAL DATUM CITY OF RENTON CITY OF RENTON, NAVD 88 DEPAFRTMENT OF PUBLIC WORKS BENCHMARK FOUND MONUMENT IN CASE APPROVED BY DATE '3 &'2oiS� CONC MONUMENT W /BRASS NAJL APPPA NED DATE SET 0.65 BELOW GRADE CITY OF RENTON CONTROL ADD DATE POINT NO. 478 EL= 391.016 (JUNE 2012) APPPANED BY DATE 3 REVISED PER CITY REVIEW 2 REVISED PER CITE REVIEW 1 REVISED PER CITY REVIEW N0. REVISION 0 RY HIGH MARK E 0 400 W5 H 6' WIDE BERM } EL= 386.00 a SIGN WATER SURFACE 384. - -- __ — — STATIQ WATER _ SURFACE EL= 377.00 _ PROPOSED GRADE O SECTION _ CELL #2 4' DEAD BOTTOM OF CELL 2 EL= 372.00 / 7 1' SEDIMENT STORAGE EL= 373.00 EXISTING GRADE SECTION 13-B SECTION PROPOSED GRADE HORIZ. 1"=20' — VERT. I"=5' f 0 SECTION 00 N Cl Ln N co � m o p � c0 00 O Ln N N r- �G N 00 00 rn CO M 00 P0 oa M M M 00 00 M 375 4+00 1+00 2+00 3+00 SCALE: HORIZ.: 1' =20' VERT.: 1' =5' I ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/1991 DATUM I AL ROCK PROTECTION AT OUTFACES oN EN �ti� ROCK LINING OUTFACE SPECIFICATIONS: ROCK LINING SHALL BE QUARRY SPACES WITH GRADATION AS FOLLOWS: PeSSiNr. a -wru SQUARE SIEVE: 100% Z T -z m T m ; Ir Dt U. D T { �z � m .Z D O D Z Z C 3 m n y C� y W i - o PASSING 3 -INCH SQUARE SIEVE: 40 -60% MAXIMUM = C� U PASSING 3/4 -INCH SQUARE SIEVE: 0 -10% MAXIMUM Z > ZD ROCK LINING MINIMUM DIMENSIONS: O z N THICKNESS: 1 FOOT 15 WIDTH: DIAMETER + 6 FEET w x LENGTH: 8 FEET OR 4 X DIAMETER, Z Z W WHICHEVER IS GREATER j N g Z Lj HEIGHT: CROWN + 1 FOOT Q n N N p O N DO 0 c RIPRAP OUTFALL SPECIFICATIONS: Z Z CD 00 W W RIPRAP SHALL BE REASONABLY WELL GRADED WITH GRADATION AS FOLLOWS: CN Q Z MAXIMUM STONE SIZE. 24 INCHES (NOMINAL DIAMETER) Ln Ln 0 Z MEDIAN STONE SIZE: 16 INCHES Ln _ ^ ^ �? - MINIMUM STONE SIZE: 4 INCHES N Z u7 Lo CN RIPRAP MINIMUM DIMENSIONS: Y U N THICKNESS: 2 FEET WIDTH: DIAMETER + 6 FEET OR 3 X DIAMETER, WHICHEVER IS GREATER ` •OAF/ LENGTH: 12 FEET OR 4 X DIAMETER, WHICHEVER IS GREATER av> cr J i HEIGHT: CROWN + 1 FOOT T Zr.. _ - - m �► J d o* z 8 �� 5 DRAINAGE FACILITY SECTIONS AND DETAILS DATE 0/08/20 4 COPPERWOOD FIELDO": RENTON PAGE: QUA HOMES NO: I*QIAIA Planning /Building /Public Works Dept. 14725 SE 36TH ST. SUITE 200 . SHEET: � OF: BELLEVUE, WA 98006 37 SURVEYED: BCE DESIGNED: BJT BJT 4/22/15 BJT RAG 3/30/15 BJT BJT 1/15/15 BJT CHECKEEDD: a 1 BY DATE APPR APPROVED BJT 400 W5 H 6' WIDE BERM } EL= 386.00 a SIGN WATER SURFACE 384. - -- __ — — STATIQ WATER _ SURFACE EL= 377.00 _ PROPOSED GRADE O SECTION _ CELL #2 4' DEAD BOTTOM OF CELL 2 EL= 372.00 / 7 1' SEDIMENT STORAGE EL= 373.00 EXISTING GRADE SECTION 13-B SECTION PROPOSED GRADE HORIZ. 1"=20' — VERT. I"=5' f 0 SECTION 00 N Cl Ln N co � m o p � c0 00 O Ln N N r- �G N 00 00 rn CO M 00 P0 oa M M M 00 00 M 375 4+00 1+00 2+00 3+00 SCALE: HORIZ.: 1' =20' VERT.: 1' =5' I ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/1991 DATUM I AL ROCK PROTECTION AT OUTFACES oN EN �ti� ROCK LINING OUTFACE SPECIFICATIONS: ROCK LINING SHALL BE QUARRY SPACES WITH GRADATION AS FOLLOWS: PeSSiNr. a -wru SQUARE SIEVE: 100% Z T -z m T m ; Ir Dt U. D T { �z � m .Z D O D Z Z C 3 m n y C� y W i - o PASSING 3 -INCH SQUARE SIEVE: 40 -60% MAXIMUM = C� U PASSING 3/4 -INCH SQUARE SIEVE: 0 -10% MAXIMUM Z > ZD ROCK LINING MINIMUM DIMENSIONS: O z N THICKNESS: 1 FOOT 15 WIDTH: DIAMETER + 6 FEET w x LENGTH: 8 FEET OR 4 X DIAMETER, Z Z W WHICHEVER IS GREATER j N g Z Lj HEIGHT: CROWN + 1 FOOT Q n N N p O N DO 0 c RIPRAP OUTFALL SPECIFICATIONS: Z Z CD 00 W W RIPRAP SHALL BE REASONABLY WELL GRADED WITH GRADATION AS FOLLOWS: CN Q Z MAXIMUM STONE SIZE. 24 INCHES (NOMINAL DIAMETER) Ln Ln 0 Z MEDIAN STONE SIZE: 16 INCHES Ln _ ^ ^ �? - MINIMUM STONE SIZE: 4 INCHES N Z u7 Lo CN RIPRAP MINIMUM DIMENSIONS: Y U N THICKNESS: 2 FEET WIDTH: DIAMETER + 6 FEET OR 3 X DIAMETER, WHICHEVER IS GREATER ` •OAF/ LENGTH: 12 FEET OR 4 X DIAMETER, WHICHEVER IS GREATER av> cr J i HEIGHT: CROWN + 1 FOOT T Zr.. _ - - m �► J d o* z 8 �� 5 DRAINAGE FACILITY SECTIONS AND DETAILS DATE 0/08/20 4 COPPERWOOD FIELDO": RENTON PAGE: QUA HOMES NO: I*QIAIA Planning /Building /Public Works Dept. 14725 SE 36TH ST. SUITE 200 . SHEET: � OF: BELLEVUE, WA 98006 37