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HomeMy WebLinkAboutR-42280200 0 0 w CATCH BASIN A-1 RIM=20.92' IE(NE)=17.41' 12"DI IE(NW)=16.07' 12"DI IE(S)=16.23' 12"DI CATCH BASIN A-2 RIM=20.14' IE(N)=18.07' 12"CONC IE(E)=18.09' 12"CONC CATCH BASIN A-3 RIM=20.03' IE(N)=18.43' 12"CONC CATCH BASIN A-4 RIM=20.85' IE(N)=16.87' 18"HDPE IE(W)=15.49' 24"HDPE SCALE 20 0 10 20 40 ( FEET) CATCHBASIN 1 INCH = 20 FT. RIM=20.36' IE(N)=15.12' 8"PVC IE(W)=15.28' 24"HDPE IE(E)=15.14' 24"HDPE IE(S)=16.76' 12"CONC GRASS \ � -0G-Tx, 207 bGTx / UGTx UGTx UGTx JJGTx ------20-_---- _--- - - 3Px UGPx UGPx UGPx UG�x II P -FOx FOx FOx FOx FOx FOx FOx \ `27, SW 16TH S T. x N89°33'59"E 1156.60' i i I i K Gx-Gx-Gx-Gx-Gx 3- Gx i Wx-Wx Wx Wx Wx Wx Wx STORM MH A-1 RIM=21.12' IE(N)=15.71' 12"HDPE IE(W)=15.16' 24"HDPE IE(E)=15.28' 24"HDPE IE(S)=16.56' 12"CONC SEWER MH A-1 RIM=21.02' IE(N)=8.09' 8"PVC IE(W)=6.55' 24"CONC IE(E)=6.92' 18"CONC IE(S)=8.48' 8"PVC MON M-1 FOUND MON IN CASE 1.5" BRASS DISK w/PUNCH IN CONC DOWN 0.15' 5-23-2022 MON M-2 FOUND MON IN CASE 2" BRASS DISK w/PUNCH IN CONC DOWN 1.45' 5-23-2022 ASPH i I w I i x 6' CHAIN LINK FENCE w x I cv o I w/ 1'BARBED WIRE ON TOP nx w � I I N I �x x � I I/ 9 FOUND MON IN CASE I c �- II x Z) JX O 1/4" PIN IN CONC DOWN 0.70' 0 5-23-2022 x a) p p w ASPH ( Z w I x x N = G) 0 �x � O x x I Q O- x (D -- 27� Gu) Z) 0 x -Q - - x Ir � x ❑� °I 6' CHAIN LINK U x � L x� I UGPx RRG O w/ 1'BARBED o �_wx \ x 1 I x N I � 3 / GRAVELI x �o / o / N 0 x x / z 00 U o0 BUILDIN w l Qrn 0 S 0 o m o; II x CATCHBA SECTION CORNER ROAD MONUMENT BENCHMARK Oo FOUND REBAR/CAP m T COMMUNICATION JUNCTION BOX ® STORM CATCH BASIN �T COMMUNICATION VAULT ( STORM MANHOLE OT COMMUNICATION MANHOLE *CO STORM CLEAN OUT ® COMMUNICATION CABINET A STORM CULVERT M WATER VALVE 7YC POWER POLE w/LIGHT ® WATER METER -0- POWER POLE Q FIRE HYDRANT O-� LIGHT POLE w/ARM O WATER MANHOLE �W WATER VAULT �X YARD LIGHT/LIGHT POLE w/OUT ARM IRRG � IRRIGATION CONTROL BOX Ell P POWER JUNCTION BOX PRESSURE RELEASE VALVE © POWER VAULT WATER SPIGOT Q TRANSFORMER Q MONITORING WELL © POWER CABINET GUY ANCHOR Kl� GAS VALVE N= it w N I Q RIM=20.26' < Q Q Q 1 c NCO IE(W)=18.16' 12"DI z_ ri o L-- ---� co x I w I ASPH IR ED it it - Cl o POLE #'S 317320 & 165551 ASPH c) II w I Z (!l x jR \ 0 = -GRASS �� SDx O SDx / IRRG RRC C B SIN A-1x I - ��--R4 Tn�clh; ` O CI 8"PVC CULVERT 6' CHAIN LINK FENCE ILIM IE 20� 1'BARBED WIRE ON TOP 4 IE S RRGIE=17.80' I ! / Tx UGP UGTx UGU Px O O O ::Zwl �- - O _ _ O O 0-0- Tx / X0 1 I r�� L - - - _ F()x - EOY - - rn Ox - rElx�- �� - -€ice id ` + � SEWER MH A-1 � ) ( X 19 - ------- � - f (MH2488) I ---------- ---- ---- - O-------DITCK ----- DITCH __=�T1-----WTCH- S - - S x SSx - x - - - - _ DITCH _ _ P J FOx FOx FO x F ���z �� SSA- Ste- - --- - --18 - __----- __ - - - - / SDx SDx SDx SDx SDx x S - - - SSx - 19 _ --- SSx----20_ --SS _-x-- ---- ------ / x I = G� 18 HDPE CULVERT / (n x O W CMP RIS BAR o FOx Ox� O F'Oxo F x FOx FOx F x Ox R�� RF FOx Fps x FOx FOx FOx FOx w p G IE=13 CATCHBASIN 12"DI CULVERT - -2� % o x ?� O �27 RIM=20.32' IE(N)=17.62' - - - - / cA � ASPH x �� x CATCH BASIN A-4' IE(N)=17.62' 12"DI 0 ASPH 2 STORM MH A-1 x IE S=17.62' U 04 MON M-2 MON M-1 6(MPE) Gx Gx Gx O Gx Gx Gx Gx Gx Gx Gx=qGX-Gx-Gx-Gx-Gx- Gx - oo CATCHBASIN x Gx \ Gx Nx x >< x POLE S 317317 & 165561 0 # RIM=20.25' � �- x I x 2"PVC DROP DOWN S-SIDE o IE N=17.75' 12"DI 12"W DI) 1 12"W(DI) ( ) Wx x Wx Wx Wx Wx Wx � Wx Nx Wx x Wx � / �Ix c� --------- --- �x_ G x x x x x x x Gx- - -21- - -CAP,- OHPx 4 P�nNc \`1Q�HPx OHPx OH x122-PFTRf11. 1 I � OHPx - - OHPx OHPx - - OHPx- - - OH - - CONC WALK 21- OH - - -- - - - - - - - _--------------------------- OHPx OHPx -� _ _ - - - FOx rfO - FOx FOx _ FOx FO_x FOx _ _ FOx FOx_ FOx CATCHBASIN FOx - FOx CHIP j-O P� � / / �� - _ - - - - - - _ -23- - - - - - - _ _ - - - POLE #'S 317319 & 16 OHPx 0N� OHPx OHPx FOR LEASE I / P - - - - - - - - - - - - - - - - - )HPx OHPx OHPx HPx OHPx IE(N)=17.97' 12"C - - - - - x0 _ _ -_- - - - ,- _ - - - - - - - - - - - - - - - - - - - - - %X + 10 GPx x UGPx - -UGPx� t1G�x UGPx GPx - x- - - --23---- - - -------------- CATCH BASIN A-3 // / � --- �� �-------� - - CATCH BASIN A-2 x // / c - / - - _24_ - z c� Oz Q Y �< Q< d 0 z 3PH PARKING LOT FPO CATCHBASIN RIM=18.31' GRASS 20 ' ^ - _ IE(S)=16.44' 8"PVC - - _ TRENCH DRAIN U Tx �-UGTx UGTx UGTx UGTx � � �U - 79, FOx FO _ _-- -_- --� - ASPH - - SSx SSx UGPx UGPx UGPx GPx UG FOx FOx FOx FOx FOx FOx x � ASPH I GQ Gx Wx Wx Wx Gx Gx Wx Wx 6"G(MPE) G Gx Wx Wx r Z0 �� zO Oz zCD 0z NQY z0 Oz I Oz Q Y QY Q Q Q I �Q QC Q� Qa IaOw O O \ Od z 0 O z Q � Q<I o z I �z HORIZONTAL DATUM: NAD83-2011 EPOCH 2O10 DERIVED FROM WSRN AND NGS CORS VERTICAL DATUM: NAVD-88 BASIS OF BEARINGS: WASHINGTON STATE PLANE COORDINATE SYSTEM, NORTH ZONE BENCHMARK: SET 3 1 /2" BRASS DISK STAMPED "CITY OF RENTON BM" IN THE TOP OF THE EAST END OF THE CONCRETE RAILING ON THE NORTH SIDE OF THE S.W. 16TH STREET BRIDGE OVER THE P-1 CHANNEL. BRIDGE IS LOCATED JUST WEST OF THE INTERSECTION OF S.W. 16TH STREET AND OAKSDALE AVENUE S.W. ELEVATION = 24.157' PRIMARY CREW: C. HJORTEN & T. WHITE OFFICE TECH: C. HJORTEN R/W CREATED BY J. PURKEY DATE: 5-23-2022 GEOREGISTRATION NOTES: NE 1 /4 OF THE SE 1 /4 OF SEC. 24, T. 23 N., R. 4 E., W.M. & NW 1 /4, SW 1 /4, & SE 1 /4, OF THE SW 1 /4 OF SEC. 19, T. 23., R. 4 E., W.M. SURVEY CONTROL TABLE POINT # NORTHING EASTING ELEVATION DESCRIPTION 900 173109.40 1295586.23 20.20 FIND MON - 901 173117.01 1296615.93 25.62 FIND MON - 2001 173242.43 1295588.08 20.05 FIND MON - 2002 173109.41 1295576.23 21.44 FIND MON - 2003 173100.66 1294419.66 20.56 FIND MON - 2004 173128.15 1294341.35 24.16 SUFB 2006 171905.03 1297811.76 18.08 FIND MON - 2008 170580.24 1296554.74 21.24 FIND MON - 2010 171882.36 1295569.14 21.61 FND REBAR - CNTRL - Gx \\ \\�� RENTON I SDx SDx I y - -- - - - - - _ -- --- - - --- \ \ PARK 405 I Q IQI U \ //nn Q V I N }yI // I I ❑x J I0I _ �x / NO AMAZON / 1 I I LiJ 1 9� i�� I i ASPH PARKING LOT �, PARKING / I I Ox > x / / 6' CH Q Z) ( x - -❑ I II _ \I \I IlOx l x x 0 1 Vex J I I° W I II o I I I cal N I / �d Q Q I�xI N / I I I I I a. I° I O o NO AMAZON I I x t III PARKING I I I N N N P I U\ UGP AP x I Ix BUILDING I I I I I I I I° W I 0 I I I v I I � NO AVAZNOG z z x i nPARKI I *coo of �� Q YI I \ Q� xQ w \ I I o I �o l I II \� z GS I x E a I I MATCH LINE STATION 13+30 N0. REVISION O SEWER/SANITARY MANHOLE Ocos SEWER/SANITARY CLEAN OU7 n SIGN O BOLLARD ❑ POST • STANDPIPE ❑� MAILBOX FPO FLAG POLE 0 TREE(DECIDUOUS) TREE(CONIFER) - SECTION LINE ROAD CENTER LINE - - RIGHT OF WAY - - - - - - - - MAJOR CONTOUR LINE MINOR CONTOUR LINE EASEMENT LINE POWER (UNDERGROUND) UGPx POWER (OVERHEAD) OHPx COMMUNICATION (UNDERGROUND) UGTx FIBER OPTIC (UNDERGROUND) Fax WATER LINE Wx GAS LINE Gx STORM LINE SDx SSx SEWER/SANITARY LINE SIDEWALK EDGE - ------- - - -- GRAVEL EDGE O O FENCE (CHAIN LINK) DITCH DITCH (CENTERLINE) ASPH PARKING LOT - I AIN - - - - - - NO AMAZON MATCH LINE STATION 13+30 U) PARKING / II I u- x LINK FENCE oLL I U) I I I II \ IIx 6CHAIN LINK FENCE \ I I cn z_ z_ O Y \ NO AMAZON - -- J I Q Y I Q N I N 7 N N � PARKING /I I O �0 I I m o� ICco I Q I III fI x x O I LL can 10 I \ I I x L U) \ I I c x I CATCHBASIN 40'x I 0 I I I RIM=24.22' I I 0� I I0J I NO OVISIBLE PIPE _ I�� SIGN POST, LL I U)o N G 0- ° SDMH NO SIGN I I �x x 0 RIM=21.81' I I �' IE(S)=13.45' 12"CONC IE(E>-13.76' 12"GONG R-422802 O SURVEYED: WHP/NV5 DESIGNED: DRAWN: CHECKED: BY DATE APPR I APPROVED: SCALE: 1" = 20' ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY 'WHP x AN N V 5 COMPANY 19201 120th Ave NE, Suite 201 Bothell, WA 98011 425-951-4800 www.NV5.com VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/1991 DAT U M 33148 I CITY OF RENTON Plan ning/Building/Public Works Dept. IN COMPLIANCE WITH CITY OF RENTON STANDARDS DEVELOPMENT ENGINEERING IL Michael Sippo 11/04/2022 SWA2 AMAZON CITY OF RENTON ROUNDABOUT - SW 16TH ST/RAYMOND AVE SW TOPOGRAPHY PLAN LO III It It C) N �, u T LO 0 N Z O N Q DATE: 5 9-27-2022 Q FIELDBOOK: IN PAGE: DRAWING NO: C2.0.1 C� v' SHEET: OF: 02 36