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HomeMy WebLinkAboutR-381406I I I Q) x Z O c� _Z Y J Q m cu v U rn 0 N 0 N N N a� E Iv v 0 3 L I d 00 cu a� d co V) 0 O 0 0 w z a W ROAD AND DRAINAGE PLAN AND PROFILE w p FOR O N U M w -j 6" PVC SD FOR ROOF PTN OF THE NW1 /4, OF THE SEII/4 OF SEC. 15 LL CO - R M= 391.40 DRAINS 0 1 % MIN (TYP.) TWP. 23 N. RGE 5 " EAST, W. M. CURB RAMP IE= 388.40 (6 ) 0 10 20 40 SEE SHEET 20 FOR CITY OF RENTON, KING COUNTY, STATE OF WASHINGTON FURTHER DETAIL CO RIM = 391.40 RIM =391 10 CO CO CO CO IE= 388.30 RIM = 390.40 RIM = 390.20 RIM= 390.20 RIM= 389.40 IE _ IE= 388.10 (6") IE= 387.40 (6 ") IE= 387.10 IE= 387.20 (6' IE= 386.40 (6' O 27 a.•- 26 25 24: 23 2 Q T 391.40 391.10 390.40 ........ 39Q20 389.40 389 W 72: z W a. ,� 1 1 91.4s 1 co .1 w w CO COPPERWOOMD + 3 1. 5 1 RIM = 390.40 --- 1 ° a ` > RIM = 389.20 IE= 387.10 ° IE= 385.90 w ST SIGN: I ; INSTALL - ° •Q .+ O ON LIGHT POLE I AS IRECTED., .rt_. • :•a ° O a o -�- �• • - _ - -- n •: BY " I ECTOR. - • , • p Q •a •. U _ . v LL . i a I Q o - - - -^ .. { I � a. - x �A M " - ,<r i v + - e S �� r . s. s T O • ..- f - - _ ., , I 1 s • a• - r r:. INEVER BEARING PAD ELEVATION (TYP) CO RIM = 388.10 1C_ZOC 4n fm"N NO PARKING SIGN INSTALLED PER 0 DETAIL ON SHEET 25. PARKING WILL BE PROVIDED ON THE OPPOSITE SIDE OF THE STREET. FilROAD NAME SIGN INSTALLED PER DETAIL ON SHEET 25. NOTE: EXACT LOCATION AND NUMBER OF SIGNS TO BE CONFIRMED WITH CITY INSPECTOR PRIOR TO INSTALLATION OF ALL SHEETS. R- 381406 INTERSECTIO _ I • FIELD PL SE STA.. t0 +00.00 a Q a © Q • cp + • p v Q p SE 2ND PL • 300.00 � v '.Q v o • ' ' • v •. : e v 'a ° v •. a ' i v • • a Q a Qp ° \ \ ` v • v CO W III 1.1 v BRIM= 390.50 ° Q CO III IE= 387.20 1 1 0 ate O1 RIM- - 388.50 7.47 i ..... ... --- 1 . IE= 385.70, .4 .1 1 s 1I I - �• • `- 1• i 1 i STREETLIGHT (TYP.)- •' 2 4 �; 5 6 7 8 9 10 11 I i 391.50 390.50 �� 389.50 �' '�� i ... 391.20 390.20 389.20 388.50 7 - - •3� 388.20 38 .50 - 387.20 DRAINAGE NOTES: CO CO RIM = 391.20 CO CO CO RIM = 388.50 CO IE= 388.20 (6 ") RIM = 390.50 RIM--390.20 IE= 386.00 (6' 1. STORM DRAIN (SD) SHALL BE CPEP UNLESS RIM = 391.50 CO IE- 387.50 (6 ") IE= 387.10 (6' CO CO RIM =389.2 NOTED OTHERWISE. IE= 388.40 RIM= 391.50 RIM= 390.20 RIM - 389.50 IE= 386.20 (6' CO CO CO IE= 388.50 (6 ") 6" PVC SD FOR ROOF - RIM = 388.20 CO RIM = 387.20 DRAINS ® 196 MIN (TYP.) IE= 387.20 (6' IE= 386.50 (6' RIM = 389.20 IE= 385.70 (6' RIM= 387.50 IE= 385.90 IE= 385.00 (6' IE= 384.70 (6' LOW PT STA_ _ - 10 +96.31 LOW PT ELEV 390.75 PVl STA = 10 +66:31 PVt EEV 391.05 n K = 60.0.0 _ 400 _ N uj cn O - _ g Z � C6 ub cb r- 0 V N p 00 O O p�p a9 rr5 O+ O 11 395 �7vV Er, $ •• •- _ w 305 a > PROPOSED GRADE ® CEIUTERLMIE � � EXISTING- GRADE • CENTERLINE IM- - .469e j 76 �. , ep0 1 11 1 .. WIN CPusuC) 19 -LI= 12„ cPEP a 1.00% (PUBLIC) _{ 1411 1. 385 t STA. - 1 fl +69.30, 12. 17', LT t TY _ RIM PE IE = 38�. 42 (1.2b _ NW) A�. = 11 +$8.66, 12.17 , LT 146= LIB 1 CPEP ® 1.00% (P UBLlC) _ �_a___ __ STA = 10+ t t .53,E 3.5 ', RT RiM = 89.59 I111A = x.08 , tE _ 387.42 (.12- S) _ N -- - tE = 3139.08 12# _ » __ _ - - ...... -- _ - _ __ - -- - - - - - -- °- _ -_- ------------ - - - -- - __. - AWII TYPE 2 -dw _ IE = 3 6.73 (6' E) STA. = 13 +38.66, 12.17', LT C TYPE 2 -48' 24 LF 2' 01 0 0.55% (PUBLIC) RIM = 388,09 " STA = 14 +84.82, 12.17', LT IE = 383.31 (12 N) RIM = 386.63 IE = 384.93 (12" W) IE = 381.36 (18" N) 375 �2 TYPE 1 - - 37 STA. = 1 t +8'8.66, t 2. t 7', RT �6" IE = 385.43 (fi E) tE = 383.84 E) _ RIM = .59 tE = 3 .36 (12" E) 24 Lt= 12" Dt 0 0.55? PUBLIC _ +E _ .86 (6" W) CBM, TYPE 1 (PUBLIC) NOTES: EXISTING GRADE RIM = 388.09 1 ' Rf FIELD PL SE �, 0 CENTERLINE tE = 385.06 12 E 1. CATCH GRATES TO E STANDARD LOCKING (p ) VANED UNLESS aTHE west= 4SKCtFtED. 1 " =20' _ 2. CATCH OFFSETS TO CENTER 1 "_ 53 o cENTERUK 366 OF Gf;b►TE. CENTER OF STRWTURE. ao 00 N N N N N N N N N N N N N N N N N N _ N O -� 00 N m O I n O N N I n � � N r- N � � � c0 � Ln � � � � � � � c� I n � � � � N � 00 � � r7 N � � Cn O) C1 O C� Cn Cn Cn Cn Cn Cn Cn 00 Cn m 00 00 rn 00 CO 00 6,6 00 C'4 CN CD N O v� cd cD ao 00 o rn r rn Cr) co 0o ao � � M nW) nM nr7 �r7 � t�� ►�� �r7 in K) � � `�M `�� ►�to � 00 '�� �� �P � � �� �� �00 00 000 10+00 VERTICAL DATUM CITY OF RENTON CITY OF RENTON, NAVD 88 pEPARTMENT OF PUBLIC WORKS BENCHMARK FOUND MONUMENT IN CASE APPROVED BY DATE # Z92011 CONC MONUMENT W /BRASS NAIL APFROVEp BY DATE � / LIS SET 0.65 BELOW GRADE CITY OF RENTON CONTROL gppppyFD BY DATE POINT N0. 478 EL= 391.016 (JUNE 2012) gppppyEp BY DATE 3 REVISED PER CITE REVIEW 2 REVISED PER CITY REVIEW 1 REVISED PER CITE REVIEW N0. REVISION SCALE: HORIZ.: 1' =20' VERT.: 1 " =5' ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/1991 DATU M KEYNOTE. SPOT ELEVATION AT 01 BACK OF WALK, CENTER OF DRIVEWAY. 2 0 N z 4 1Q E AL \14 = v T SURVEYED: BCE cn 0 U �- � 7 DESIGNED: BJT BJT 4/22/15 BJT RAG 3/30/15 BJT DRAWN: BJT 1/15/15 BJT CHECKED: BfT BY DATE APPR APPROVED: aff SCALE: HORIZ.: 1' =20' VERT.: 1 " =5' ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/1991 DATU M KEYNOTE. SPOT ELEVATION AT 01 BACK OF WALK, CENTER OF DRIVEWAY. 2 0 N z 4 1Q E AL \14 = v T Z cn 0 U �- � 7 v Z j Z oc O to m m T. zg � W �; n a- Z Z w g Q N n N N Z CD 00 CN N 00 r__ Z Ix Z tD I 00 I W W W N � U-) t.C) Z 5 Z N Z N N J Q v �s S' 8 � C010 �% CITY OF ROAD AND DRAINAGE PLAN AND PRORLE �o�oe /�o,4 RENTON COPPERWOOD FIE]LDB": QUADRANT HOMES DRAWIW- NO: Planning/Building/Public Works Dept. 14725 SE 3611-1 ST. 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