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HomeMy WebLinkAboutR-398803NE 1/4OFS32, T23 N, R5 E, W.M. 00 rn co I 0 W x 0 0 m W _J In In I 3 0 N W N W Q 2 00 0 00 IN z W a 0 EXISTING LEGEND WATER VALVE HYDRANT WATER METER MANHOLES (SS/SD) CB POWER/UTILITY POLE GUY ANCHOR POWER TRANSFORMER POWER/TELEPHONE VAULT POWER METER TELEPHONE/TV RISER GAS VALVE JUNCTION BOX GAS METER STREET LIGHT LUMINAIRE SPOT ELEVATION SIGN MAILBOX (MB) ROCKERY CONIFEROUS TREE DECIDUOUS TREE CASED MONUMENT MAGNETIC NAIL W/ WASHER SET 5/8" IRON REBAR W/ CAP PLASTIC CAP STAMPED L.S. # 33130 UNLESS OTHERWISE STATED. m Os O E- w © a CPM 0 m x n 0 C000 0 0 FOUND 3/4 IRON PIPE 0 CENTER LINES - - PROPERTY LINES - - RIGHT-OF-WAY LINES LOT LINES DITCH LINE FLOW LINE - WATER LINE SANITARY SEWER LINE STORM DRAIN LINE GAS LINE UNDERGROUND POWER LINES UNDERGROUND TELEPHONE LINES UNDERGROUND CABLE TV LINES UNDERGROUND FIBER OPTIC LINES w so UP UN OVERHEAD POWER LINES P OVERHEAD UTILITY LINES OHL CHAIN LINK FENCE-0-0-0-0-0- WIRE FENCE-X-X-X-X-X- WOOD FENCE `1 2 z z W m z 0 z LU z C z D Q 0 N 3 N 1 1505 Westlake Ave. N. Suite 305 W Seattle, WA 98109 T (206) 522-9510 F (206)522-8344 WWW. PAcLAND.COM IE CL 1 1 1 / 1 J / I o j 1 / I CP# 7 I 1=1,503044.44 9 35.7PKWN= 64582.05 I A I I 'EL I .=401.06 I / o I / TL 322305-91 4 / \ I I / I / 3 I = 99.4 VAII�\S / �� // // ASPHALT I i 12"CON '" /o SSMH / 3 \ I d CHAN 12 CONC (�/S)=391. ALINE OF TH NORTH / � - � J J/ o / 1 /4 THE SOUTH 4/10/ / r- 4- //// 14"CON CB I�IM=398.6 / IE 8" CMP (SE)=395. • / / RIM 404.7 / / / i � ( / / I 18" P �) 396.8 / 16"CbN // � w N / SSMH RIM=411.22' IE 12" CMP 1(W)=392. I / • / / / 12.00' / , MB w IE CL CHAN 8" PVC (N S =Y IE 24 CONC (WS)=392. :-------- - L- /-� / W ITE DOME I REFLECT RS \ \ ASPHALT DRIVE / - CO g"gp T2'r ON = _ 2�py_ _ _ _ �4"C01V= =1 J �6"c i 18" �" CED x 410.2 w S \ i i G G G 3 I \ I - _ S88'57'38"E 290.83' m- - - - - - - - - x 409.5 - - so so - - - 12 CON T- - - - - - -_- _ "ULU� z so EXT URB L sp s� CONC ,� 6 "SIGN �'OST BASE , P I LL 0 a / � ASPHALT x 404. 6 ASPHALT I � I 0/ I x 410.7 I CB RIM=410.63 I m I � 3 / / 1 1 1 %`1 15. 0' \ I IE 12" CONC (N)=407.7 I ? w / CUR ( / x 407.5p I / PU ET P R E ENT I w Z p IE 12" CONC (S)=407.8' 1 I Q 1,- ly I WD WALL CW i / I / o G I // G 0. 4040 3 0 i w i F LUI'0 I N I- I w I BR 1" HANDRAIL I ° �� o "MAP 3 I `� I I \ \ I / 408.25 / S A T I I I I '\ I / • x I 1411.1 b CP# 35 M \ I / / / �°T'` 719B-52.35 M/W -ARIES N I I J BLDG BLDG SD RIM=405.71 / CP# 34 / 0 18 FIR I I N=164517.20 I II z 3 I 3 X 405 FF=405.5 71916-46.34 M/W/ I I W E=1303331.38 I I m I / / N=164512.0 i ELEV.=411.75 1 Q 1 / w/ E=1303241.7 ci: '^ 1 1 EXT CURB/ � ELEV.=409. 1 0 l i ���\\'//f� I M 1 1\ v, I CB RIM=398.74' I 1��� IE 24" CONC (N/S)=393.9' 11 w 8" BR X 405. 7 x'�0\.0 cn 40 .71 �� 1 W \ - \ _ o I CONC uP I 6� 10' FIR I X 411.4 3 / I > " 1 \ CW ASPHALT Cn uP \ \ o I 1 \ 1 in / yL W I / Cj R� i I I \\ I 1 1 X 4 .69 m I 18 FI 18" FIR I / Q I\ \\ TL 3223 5-90 4 / i� 1 I I / I CB RIM=411.73 ° I I IE 12" CONC (N)=409.1' �\ \\ 1 1 I W I 18" FIR M X 411.9/ ' IE 12" CONC (S)=409.3' I 10.00 cl+ 4C 0.03 WATER EA4MENT \ �� �,7 0 ^ I EC. NO. 75Q6200772 \ \ I FIR 18" FIR / J r 1 r 399. 7 YELLOW STRIPE X 40 1 I X 408. 9 I 18 3 1 I w l a s X 404.62 / I 1 I 6 CL/ •k,� 60. 0' 1 I 00 I / OPEN PAE o /CB RIM=399 1 CB RIML403.48 / A PHALT / / I I N 199.7r UNABLE TO PEN / IE 18"�MP W=397.0' 1 0.15 ° / - - - - RE N 312 3 46 ( ) / x i � 18 FIR LU LU CONC� L) )4 MA j^� I a 'cV' X 412.3 1 20 FIR I PU ET PO R E SE ENT X _401.1_ / I RE 40 3 0 �r 0.¢0' I " "SIGN BASE --- XT CUB / / / / 22" FI -_ _ _In - - -- -----�-y-- -- ss I h - \ 411.6 22 P �/ ° \ U I I _0 6' CLF _ S_ 89'04'14"E 292.00' o �- o -�TIn�_ o ° 6 C�F EXT CURB /ASPHALT \ I \EXT CURB C C I 3 I X 401.R1402.19 I X 403.28 x 404. 0'\ CONC ASPHALT X 405.36\ X�407.86 li � 1 I L) k 405 / X 401.71 .94 X 413.2 Mi 8" SIGN POST BASE 7196346.32 L/T m 0 x N=164457.06 401.79 E=1303029.30 ELEV.=399.42 SSMH RIM=399.49' IE CL CHAN 8" (W) 12" (N/S)=392.2' CB RIM=398.96' IE 8" CMP (NE)=396.7' IE 24" CONC (N)=394.6' REVISION 8" DEC -o- TL 322305-9090 � � � CB RIM=412.35' X 413.2 + IE 12" CONC (N)=410.7' SURVEYED: WRH DESIGNED: LRR DRAWN: CMD CHECKED: WFF BY DATE APPR APPROVED: SCALE: AS SHOWN ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY VERTICAL: NAVD 1988 HORIZONTAL- NAD 1983/1991 DATU M ENGINEER'S RECORD DRAWING CERTIFICATION SEE SHEET CV-1.0 FOR SIGNED ENGINEER'S RECORD DRAWING CERTIFICATION NOTE CITY OF RENTON Planning/Building/Public Works Dept. H IE 12" CONC (S)=410.9 GRAPHIC SCALE 10 20 40 ( IN FEET ) 1 inch = 20 ft. :01 R-398803 IN COMPLIANCE WITH CITY OF RENTON STANDARDS RENTON DENTAL ARTS 17816 108TH AVE SE RECORD DRAWINGS EXISTING CONDITIONS PLAN 0 U 00 O 0 I T Q J 1� H Cn Q J I- z W Q DATE: 04/12/2019 z FIELDBOOK: PAGE: O I--- DRAWING NO: CS-1 .0 z W rr SHEEP: OF: 03 27