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Home My WebLink AboutR-381407W O O U W J LL 0 O O W Q W Z C C) 0O Ir V W L X z O Z Y J Q m v U a CD 0 Ln 0 w cV E 0 a� 3 CV 00 c� i au CP CIO a� i d (10 i V) 0 0 0 w� a, W Erl =j K_ :A 375 KfI fl co RIM = 388.60 IE= 385.60 (6 ") 388.60 NOTES: t. CATCH BASIN GRATES TO BE STANDARD LOCKING VANED GRATES UNLESS OTHERWISE SPECIFIED. 2. CATCH BASIN OFFSETS MEASURED TO CENTER OF GRATE. hE CENTER OF STRUCTURE. EX WATER METERS TO BE REMOVED. 10 34 LF 12" S , CO RIM = 387.20_ IE= 383.90 - - - - - - - - - - - -- - -- 7. 1 42 388.10 CO RIM = 388.10 IE= 385.10 (6 ") ROAD AND DRAINAGE PLAN AND PROFILE r*R COPPERWOOD PTN OF THE NW1 /4, OF THE SE11/4 OF SEC. 15 TWP. 23 N., RGE 5 EAST, W. M. CITY OF RENTON, KING COUNTY, STATE OF WASHINGTON 0 *7 too *VOO V\_ 36 NO PARKING SIGN INSTALLED PER IDDETAIL ON SHEET 25. PARKING WILL BE PROVIDED ON THE OPPOSITE SIDE OF THE STREET. F21ROAD 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. I Id Al • ° d ~ ° ° d v °. cl ° ° d a ° ° a °.. r CO / RIM = 387.50) IE= 384.40 13 387.50 CO RIM = 387.50 IE= 384.80 (6' CO RIM = 387.30 IE= 385.00 (67 MATCHILINE SEE SHE 9 N w STA. 18 +00 SCALE: HORIZ.: 1 " =20' VERT.: 1' =5' 405 •_ _ _ Or a O 4W LOW PT ELEV = 386.57 43+001'6-3'- ' REVISED PER CITY REVIEW BJT 400 BJT 2 REVISED PER CITY REVIEW 4 ° BJT DRAWN: RAG PVI STA = 15 +40.00 24 LF 24 SD BJT 1/15/15 BJT CHECKED: aff AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY PVI STA = 17 +40.00 REVISION 1i �� 0- DATE PM ELEV - 386.32 10' JOINT UTILITY EASEMENT W Z N �Q�r- ON BERGQU IST PROPERTY TO BE : w w _z RECORDED PRIOR TO FINAL PLAT L) n K = 50.00 F r ° 6' HIGH SOUD WOOD FENCE Q ° OR APPROVED EQUAL K = 50.04 J _ SEE DETAIL SHEET 26 I Id Al • ° d ~ ° ° d v °. cl ° ° d a ° ° a °.. r CO / RIM = 387.50) IE= 384.40 13 387.50 CO RIM = 387.50 IE= 384.80 (6' CO RIM = 387.30 IE= 385.00 (67 VERnCAL DATUM CITY OF RENTON CITY OF RENTON, NAVD 88 DEPARTMENT OF PUBLIC WORKS BENCHMARK _ FOUND MONUMENT IN CASE APPROVED BY = DATE �• 2�I.20 /s CONC MONUMENT W /BRASS NAIL SET 0.65' BELOW GRADE APPFiONED BY DATE CITY OF RENTON CONTROL APPROVED BY DATE POINT NO. 478 EL= 391.016 (JUNE 2012) APPPANED BY DATE Cry =l • ♦~ R=' =�� KXR K ;�i CO 7• RIM= 387.50 ---- IE= 384.40 o 7 liCO CO i RIM = 387.30 RIMA387.60 all IE= 384.80 IE= 384.60 (6' 14 15 16 387.30 38 .60 388.40 CO CO BEARING PAD RIM = 388.40 RIM = 388.50 ELEVATION (TYP.) IE= 385.40 (6� IE= 383.50 17 388.50 CO RIM = 388.50 IE= 385.50 6' PVC SD FOR ROOF DRAINS O 1X MIN (TYP.) CO RIM= 388.50 IE= 384.30 CO RIM = 388.50 IE= 385.50 (6 ") 18�.. .. 388.50 --.I.... R -38 1 401 DRAINAGE NOTES: 1. STORM DRAIN (SD) SHALL BE CPEP UNLESS NOTED OTHERWISE. LOW PT STA -- 15 +40.00 N w O1 BACK OF WALK, CENTER SURVEYED: BCE SCALE: HORIZ.: 1 " =20' VERT.: 1' =5' 405 HtGH PT STA = 17 +40.60 O 4W LOW PT ELEV = 386.57 3 REVISED PER CITY REVIEW BJT 400 BJT 2 REVISED PER CITY REVIEW HIGH PT ELEV = 388.47 3/30/15 BJT DRAWN: RAG PVI STA = 15 +40.00 1 REVISED PER CITY REVIEW BJT 1/15/15 BJT CHECKED: aff AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY PVI STA = 17 +40.00 REVISION BY DATE PM ELEV - 386.32 APPROVED. W Z N �Q�r- I I w w _z PVt ELEV = 388.32 L) n K = 50.00 r •00-4. 00--% w N 00 EXIsSllM GRADE 0 CENTERtaN K = 50.04 J _ Y � + ' OAF/ . V), o 40 N 36.5 J /-,PROPOSED GRADE 0 CENTERLINE _ _ ° _ Q o0 Q 00 t : Z Lu v �► Lo O w Li 386 U . ._ . STA = 50 +37.82, 0.00', fn _ RIM 3,87.17 all _ I.E 12 No = 383.71 _ _E _ uff • EXISTING GRADE CENTERLINE tE = 384.21 (V W) _ PROPOSED GRADE- 4 Cf#TERLtNE 34 LF 12" Di_ 0 0.55% (PRIVATE) - � CEIM TYW #_ ' 1 TAU CUM I U7 (PUBLIC) W -00 _ STA = 15 +40.00, 12.17, RT STA. = 15 +4:0.00, 12.42', LT RIM - s _ Ott - 375 TRA CT D EXISTING GRADE B1- _ ( CENTERLINE DIRECTIONAL VANED GRATE_ ) " _ _-_ (B! - DIRECTIONAL NED GRATE) _ _ __ _ iE - PROPOSED GRADE tE = __ _ 3$3.5 (12 383.02 (18" t�) NE) __ ,, 1E •- _3.82_fl8 _ _(18 tE = 381.13 (18" W) W) } "_ O CENTERLINE IE _ 3&4.02 (6" S) tE = 381.13 18" ) t 25 LF 18" Di 0 0. 55% _ PttI3 - f cb cn CN LO LO r-- K) 00 O_ CD I`7 ... _ ._ " r rn t\ � � 0 M M � M 00 00 00 00 00 00 M O w STA. = 15 +70.141 12 1 T, LT VERnCAL DATUM CITY OF RENTON CITY OF RENTON, NAVD 88 DEPARTMENT OF PUBLIC WORKS BENCHMARK _ FOUND MONUMENT IN CASE APPROVED BY = DATE �• 2�I.20 /s CONC MONUMENT W /BRASS NAIL SET 0.65' BELOW GRADE APPFiONED BY DATE CITY OF RENTON CONTROL APPROVED BY DATE POINT NO. 478 EL= 391.016 (JUNE 2012) APPPANED BY DATE Cry =l • ♦~ R=' =�� KXR K ;�i CO 7• RIM= 387.50 ---- IE= 384.40 o 7 liCO CO i RIM = 387.30 RIMA387.60 all IE= 384.80 IE= 384.60 (6' 14 15 16 387.30 38 .60 388.40 CO CO BEARING PAD RIM = 388.40 RIM = 388.50 ELEVATION (TYP.) IE= 385.40 (6� IE= 383.50 17 388.50 CO RIM = 388.50 IE= 385.50 6' PVC SD FOR ROOF DRAINS O 1X MIN (TYP.) CO RIM= 388.50 IE= 384.30 CO RIM = 388.50 IE= 385.50 (6 ") 18�.. .. 388.50 --.I.... R -38 1 401 DRAINAGE NOTES: 1. STORM DRAIN (SD) SHALL BE CPEP UNLESS NOTED OTHERWISE. X5+00 16+00 LOW PT STA -- 15 +40.00 N w O1 BACK OF WALK, CENTER SURVEYED: BCE SCALE: HORIZ.: 1 " =20' VERT.: 1' =5' m HtGH PT STA = 17 +40.60 O 4W LOW PT ELEV = 386.57 3 REVISED PER CITY REVIEW BJT 4/22/15 BJT 2 REVISED PER CITY REVIEW HIGH PT ELEV = 388.47 3/30/15 BJT DRAWN: RAG PVI STA = 15 +40.00 1 REVISED PER CITY REVIEW BJT 1/15/15 BJT CHECKED: aff AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY PVI STA = 17 +40.00 REVISION BY DATE PM ELEV - 386.32 APPROVED. W Z N �Q�r- I I w w _z PVt ELEV = 388.32 L) n K = 50.00 r •00-4. 00--% w N 00 X K = 50.04 J Y � + ' OAF/ . N N 36.5 J _ Q o0 Q 00 t : Z Lu v �► Lo O w Li U m fn all uff • EXISTING GRADE CENTERLINE PROPOSED GRADE- 4 Cf#TERLtNE - � W -00 tfl8"CPEP 0 0.55% (P -UK4c ) s _ Ott t - f _..... ._ - .. - -._. ...mow.. -.. ... _ ._ " 143 LF 24" CPEP 0 0.55% (P ISLIC) 61 LF 24 CPEP 0 G.5-&X (pU3LIC) tin w STA. = 15 +70.141 12 1 T, LT _ RIM =- 386.41 CW, 1 TM 2 - -4$' 1 PUBLIC) 25 LF 18 Dt IE = 381 -DO (1-r STA = 17+13.17, 12.t7', LT i = 380.50 24' E IE = 379.71 (24" W) STA. _ 15+40.00, 12.17. RT IE 380.71 RIM = 38-6.32 (St- BtRECTKN& VANED GRAT€ IE = „ 379.71 (24 NE ui t£ = 383.52 (12" W) Z IE = 383.02 (18" NE) A 24 LF 12" CPEP 0 1 0C1°lo Pv$LtC e8 Pti8L1C EXISTIHG GRACE _ _ _ Wf STA = 17+13.17, 12. 7', RT C NTERLINE STA. = 15 +40.00, 12.42', LT RIU = 3.2 (8I- DWCTIONAL VANED -GRATE 86 � 1, = 20� RIM IE = = 387.75 380.95 (12" N) 1 RO GRADE 0 CENTERLINE E IE - 382.88 18" S 1 „= 5' IE = 3.83.25 (6" S) IE = 381.13 18" E) cC 00 Ln 00 co C-I PO � Ln `.n N r'? 00 �? 04 co clq rn r� 0 co 0 r\ O ► vh r 00 00 co � M oho to co 0�0 c0 I� co � co r- 0�0 � P 00 00 00 P co 00 00 p cn 00 � c0 co � (� 00 CD 00 CD 00 00 f 00 t\ 00 X5+00 16+00 SPOT ELEVATION AT N w O1 BACK OF WALK, CENTER SURVEYED: BCE SCALE: HORIZ.: 1 " =20' VERT.: 1' =5' m OF DRIVEWAY. O 4W DESIGNED: BJT 3 REVISED PER CITY REVIEW BJT 4/22/15 BJT 2 REVISED PER CITY REVIEW RAG 3/30/15 BJT DRAWN: RAG ONE INCH 1 REVISED PER CITY REVIEW BJT 1/15/15 BJT CHECKED: aff AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY N0. REVISION BY DATE APPR APPROVED. VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/1991 DATU M r. _? V J m Z C r � Z m T m ID 8 �o a Z r I'z m D v a z G) z c 3 m n+ao Iwo 6,8 � 0w9 �9 v- CITY OF ROAD AND DRAINAGE PLAN AND PROF9 �o /oe /zou - RENTON COPPERWOOD FIELDOOM: QUADRANT HOMES ,O Planning/Building/Public woks Dept. 14725 SE 3611-1 ST, SUITE 200 BELLEVUE, WA 98006 a °° 8 � 37 (7- A-NNNNAA T T1 8 SPOT ELEVATION AT N w O1 BACK OF WALK, CENTER 7 m OF DRIVEWAY. O 4W z5 N T w Q_ �; i X p z LAJ W L<L- g � 375 Q0 N N00 � z zcr cr v v 3®0 O 00 W Z N �Q�r- I I w w _z L) n 1 r •00-4. 00--% w N 00 X AL J n+ao Iwo 6,8 � 0w9 �9 v- CITY OF ROAD AND DRAINAGE PLAN AND PROF9 �o /oe /zou - RENTON COPPERWOOD FIELDOOM: QUADRANT HOMES ,O Planning/Building/Public woks Dept. 14725 SE 3611-1 ST, SUITE 200 BELLEVUE, WA 98006 a °° 8 � 37 (7- A-NNNNAA T T1 8 N w 390 7 m Z j Z cr O �c z5 N T w Q_ �; X p z LAJ W L<L- g � 375 Q0 N N00 z zcr cr Z cn (0 00 W Z N �Q�r- I I w w _z L) n C� Z r •00-4. 00--% w N 00 Z N uj N .d- J Y U N + ' OAF/ . �4% 36.5 J Q v t : Z Lu v �► n+ao Iwo 6,8 � 0w9 �9 v- CITY OF ROAD AND DRAINAGE PLAN AND PROF9 �o /oe /zou - RENTON COPPERWOOD FIELDOOM: QUADRANT HOMES ,O Planning/Building/Public woks Dept. 14725 SE 3611-1 ST, SUITE 200 BELLEVUE, WA 98006 a °° 8 � 37 (7- A-NNNNAA T T1 8 O 7 m D �c T �; n