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HomeMy WebLinkAboutR-370019W_ w CULVERT _ w W� W =367.22(12°CONC E) =,M L�. WSW_ E.-370.65( yj4- , 374.64 Iv pR GUT W,W_ 2 DROP ° 375.17 37722 CONC .32 p 378.75- w._„_w� \ CONC 2 r 4 W ---- w D 378.83 w-- .._\,, GUT ST. \382.76 MPORARY EROSION PoM'37 GUT 51 CONTROL BLANKET h� GGNG m NUARY SEWER MANHOLE ' / „•(` / A -- 387.55 0 0 Oa w A= 373.54 i' CONC o r . r i aI m =365.39(6•PVC NE) /� io 9-� • - w ,Syh RRMSPIKEIX 40 ®9 z m z = 392.55 365.44(NO PIPE E) / i i II on S 7849' •• .= 365.32 87PVC W r a ' 3IM 6 OUT 393.06 FOUND R /CAP ( ) FOUND RE84R /CAP i r n l RIM •�0 GUT P E L 1691 w °HDA 18730 10198 i CONC r 10957 18086 9157 T, / .. n „ 8 1 -1 a 8 -01 -12 I GONG 39359 MAG NAIL /WASHER / r LS 11691 y` N:165841.96 E:1302616.27 \� N I I \ I \ 4�o GUT � r EL:382.54 10' POWER EASEMENT AFN 5664146 (` I a 3M M I � FUTUR RETAIL 5 As. \ 'J9 z�`I I\ CP \' Q 'td, h I \ BIT - r` BIT r � I \ PARCEL "D" I� SEE LEGAL DESCRIPTION u, ` 25500' h 397.14 FOUND REBAR /CAP r I A- 64'14 8.95 BIT CAP UNREADABLE 7 -20 -12 I I 1 A= 24.59'09• T_ - -' f R= 25.00' f ' 0 ------- ___ ----------- A= 10.90' ____r NI w 7 i I of EASEMENT FOR PARKING, G) m CIRCULATION, AND I I r D o f LANDSCAPING AFN 9009170446 l z 25' GAS EASEMENT BI I SAN Y SEWER MANHOLE AFN 9501250239 ' I 42 RI 9.79 BIT I r LE. 3 9.54(TFVC E) ' c%1 I.E. 38 .39(8"PVC S) r 99 LAD R (NE) c!1 0 I PARCEL "C" ml p OPOSED Z 20' SEWER EASEMENT o AFN 9009170444 z ETAIL U) N ' PARCEL "e" ' 16,270 Sf .7' W ' FOUND REBAR /CAP 6' INGRESS, EGRESS EASEMENT I ' 1 71 As. .26 LS #11691 AFN 9009170443 I I 7.011 : MERGVL AWEIBAL (CA) ' BIT 28 r 8 -0 2 ° PARKI REQUIRED: 41 a 05 PARKI G PROVIDED: 69 w I,I FTE ° 384.40 a IREC NAL NLY Rp LINE I I r ' FOUND TACK m ` a c EWER MANHOLE IN 0FACE 12 OF CURB b 8 -1 - CONC r fA5 OUND R BAR /CAP (6°DI NE) i • • o ACE S 11691 (8'PVC E) \ i ' CONC y 122 -01 12 (127PVC S) i' q �� =3 83 _ '1216 \ AC C09C I� e 1 MA H LE #73 -2 (8'PVC NW i'RIGI4T / NL 45J ,q4 ) ) ONLY , / _ �• 39 7 385.74 3gg h 9'os9 ti n n 7 T-� I I 'FMB 01 8°PVC N) �• rL I yh 9 39\ •60 h CONC ' I.E =389. ( ?W MAC CONC .74 LADDER (S 7 -19 -12 �v \ ( ` USINESS L_ ° '�°i _ - aCONCRETE ° r o\ °2CONC " W - •� SIGN GUT CONC 21.60' \ 3) - \\ \AA I i GUT - - / S A ° T ° -� A 61 \ �`, �� r 395 - 3sJ ° \ JM - - GUT - _ ° \ I 38&79 - r - -1 - C�pNNCC FOUND REBAR /CAP 375. '\ `� °' \ 388. 0� -GONG o 395 3982 5, 1 LUMIPY `PACE LS 17691 CONC E) _ _____,_ / 21 \ CONC { CONC,\ \ \` 1 CONR20L BLANKET r CONO r CONC # IX. 8" SEWER IN CASRJG �. \ OGNC \ 38527 `\ CONC 35 1373.7 \ ` 380.06 \\ GUT '� \ \ �CONC \ ` \ \ \ ` ` \ ` \1 i A � _ - -- Qr' FOUND 2" BRASSIE W/"K `es \ \ \\ DOWN 0.4' ` y \` \� \\ \ \ �\ �\ __\ _ IX. MANHOLE #13/ -1 7 -19 -12 \\ Ww \CONCRETE DRNEWAY - JJ `� \ \ \ -- _ _ _ _ ENTRANCE s - BRIM= 399.38 ALK i ° 12'W \ - �� `� \• \` _t -'- \r 97.78 I.E.= 388.68(8"PVC NE) 92.3s - - => -`` 25,837 ADT (20 ALE =388.68(8"PVCW) 2 JV "w� FOUN I.E =388.08(8"PVC SE) LADDER (S) ACE LS #11691 LE =387.78(TPVC W) 0 'STORM 8 -01- , CATCH BAS , . � G• NBA UDDER (S) OF 4 r0 �\SI1"TS AND HILL soae xn� w t 1 aw ®m 1"=30' ET CITY OF RENTON CONSTRUCTION PLAN REVIEW SUBMITTAL ET 04/29/13 o®m O ' DATUM R Na1lY[ i IOf OE MMI Et< NO. REVISION BY DATE APPR rswa 1" R- 310020 BARRIER FREE NOTES 1. ALL PEDESTRIAN FACILITIES SHALL CONFORM TO THE LATEST A.D.A. STANDARDS. 2. ALL IMPROVEMENTS SHALL BE BUILT TO THE GRADES AND SLOPES SHOWN ON THE PLANS. FOR REFERENCE, MAXIMUM CROSS SLOPE ON ALL WALKWAYS AND IN ANY DIRECTION IN A BARRIER FREE PARKING SPACE SHALL BE 1:48. MAXIMUM LONGITUDINAL SLOPE ON WALKWAYS SHALL BE 1:20. MAXIMUM LONGITUDINAL SLOPES ON CURB RAMPS SHALL BE 1:12. KEITH OCONNELL 1501 41h Ara, Sulta 1400 S .. WA 96101 -3655 (206) 438 -2700 SURVEY BY MM & AIL ENGA7S67i NG BE 4615 CZYM STRINT TACOMA WA 98409 TAZR (259) 474 -9449 FA% (258) 474 -0163 MCmutia s All elevations are based on NAVD 88 datum. BM #1) Elevation: 400.968' KC BM 'FSA. TBM 82) Elevation: 400.69' Railroad Spike. F.F.E. = 100.00 (ARCH.) = 384.40 (CIVIL) 03/28/13 VELMEIR RETAIL PHARMACY 66 GRADING PLAN - PUBLIC C3.4 a� 32 01U, R- 37©0D,0 SITE GRADING LEGEND �\O SPOT ELEVATION rt HYDRANT & VALVE GRAPHIC SCALE 810rr001 30 0 15 30 FLOW DIRECTION MANHOLE • WITH GRADE CLEANOUT 0 SLOPE LABEL 37 SWALE /DITCH OR CATCH BASIN ■ DIVERSION DITCH TEMPORARY EROSION D GRADE BREAK CONTROL BLANKET CONTOUR LINE -900 - CONC =TOP OF CONC BR= BrFUMINOUS PAV'T TC =TOP OF CURB RIM = UTILITY STRUCTURE TW =TOP OF WALL GUT = GUTTER REFER TO SPECIFICATIONS G= GROUND SPOT ADDITIONAL ABBREVIATIONS FOR CIVIL/SITE � ALL TEXT & FEATURES SHOWN SCREENED ARE EXISTING �v \ ( ` USINESS L_ ° '�°i _ - aCONCRETE ° r o\ °2CONC " W - •� SIGN GUT CONC 21.60' \ 3) - \\ \AA I i GUT - - / S A ° T ° -� A 61 \ �`, �� r 395 - 3sJ ° \ JM - - GUT - _ ° \ I 38&79 - r - -1 - C�pNNCC FOUND REBAR /CAP 375. '\ `� °' \ 388. 0� -GONG o 395 3982 5, 1 LUMIPY `PACE LS 17691 CONC E) _ _____,_ / 21 \ CONC { CONC,\ \ \` 1 CONR20L BLANKET r CONO r CONC # IX. 8" SEWER IN CASRJG �. \ OGNC \ 38527 `\ CONC 35 1373.7 \ ` 380.06 \\ GUT '� \ \ �CONC \ ` \ \ \ ` ` \ ` \1 i A � _ - -- Qr' FOUND 2" BRASSIE W/"K `es \ \ \\ DOWN 0.4' ` y \` \� \\ \ \ �\ �\ __\ _ IX. MANHOLE #13/ -1 7 -19 -12 \\ Ww \CONCRETE DRNEWAY - JJ `� \ \ \ -- _ _ _ _ ENTRANCE s - BRIM= 399.38 ALK i ° 12'W \ - �� `� \• \` _t -'- \r 97.78 I.E.= 388.68(8"PVC NE) 92.3s - - => -`` 25,837 ADT (20 ALE =388.68(8"PVCW) 2 JV "w� FOUN I.E =388.08(8"PVC SE) LADDER (S) ACE LS #11691 LE =387.78(TPVC W) 0 'STORM 8 -01- , CATCH BAS , . � G• NBA UDDER (S) OF 4 r0 �\SI1"TS AND HILL soae xn� w t 1 aw ®m 1"=30' ET CITY OF RENTON CONSTRUCTION PLAN REVIEW SUBMITTAL ET 04/29/13 o®m O ' DATUM R Na1lY[ i IOf OE MMI Et< NO. REVISION BY DATE APPR rswa 1" R- 310020 BARRIER FREE NOTES 1. ALL PEDESTRIAN FACILITIES SHALL CONFORM TO THE LATEST A.D.A. STANDARDS. 2. ALL IMPROVEMENTS SHALL BE BUILT TO THE GRADES AND SLOPES SHOWN ON THE PLANS. FOR REFERENCE, MAXIMUM CROSS SLOPE ON ALL WALKWAYS AND IN ANY DIRECTION IN A BARRIER FREE PARKING SPACE SHALL BE 1:48. MAXIMUM LONGITUDINAL SLOPE ON WALKWAYS SHALL BE 1:20. MAXIMUM LONGITUDINAL SLOPES ON CURB RAMPS SHALL BE 1:12. KEITH OCONNELL 1501 41h Ara, Sulta 1400 S .. WA 96101 -3655 (206) 438 -2700 SURVEY BY MM & AIL ENGA7S67i NG BE 4615 CZYM STRINT TACOMA WA 98409 TAZR (259) 474 -9449 FA% (258) 474 -0163 MCmutia s All elevations are based on NAVD 88 datum. BM #1) Elevation: 400.968' KC BM 'FSA. TBM 82) Elevation: 400.69' Railroad Spike. F.F.E. = 100.00 (ARCH.) = 384.40 (CIVIL) 03/28/13 VELMEIR RETAIL PHARMACY 66 GRADING PLAN - PUBLIC C3.4 a� 32 01U, R- 37©0D,0