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HomeMy WebLinkAboutR-418902rn 00 iT V C) 1 T D D n 1 HEIGHTS L7 �P C� 2 LT T P3 T� /� D T� LT T T T 4 5 OF 6 7 SIERRA HEIGH S ELEMENTARY SCHOOL 1 TOPOGRAPHIC HIC S U RVE� PORTION OF NE 1/4 OF THE NE 1/4KING COUNTN 4, TOWNSHIP 23 N., RANGWASHINGTON REVISION DATE p3'p poi A2y PA.' ND2O`Ix pp2y pP2'A pA2? pp2 pyyp IS pAp2p2 p0 Noe, AA2y NO NO pA2! - NAB p3� AA6 CYCLONE FENCE pA9 Np0y sEF 0 P p p P - - A pA. 9 p9 2 2 a2 2 P2 2 2 A2 9 'i a p9 0 . .� p 1 6' CYCLONE FENCE Pp 2 ap2' P2' 9 No NOI NARApA2' NA p pa P pA2" pp2" y\ AP �3�\\ �p3,'pP 0 P pA pA P pP.j. p pP �ttJ A,jh pa 2' 9 1 A�t \C pp2- .paw 9 p2I pp2' pP2 pp2' - ' 2�'8 pac' <� P3 .. P3' A3 S P p2" p3' 2 2 0 py. p pa2' p°9' Pp2 2 pA2 pQ2 pP / - A P .j AP°'" O P p 3' A 2��AP3b A - /p3 Pp9 Ap0'0 pA3 'Ap / •pA0 6 pph6 9 pA3 AP /p,3 pm LINE �� � pa e -2 29- 2 9 ^"' b o- SURVEYOR'S NOTES: a 3 9�' 3�' 2 N O Pp3' Qp9' pz. p Ap9' api. p,P1 pp3pp3" pp3' S �T pP pP pP3' p32 ApA.pP3' p36 \ P / p A /Na z A A \ / p3 %a5 pp� ANTI 1) THE MONUMENT CONTROL SHOWN FOR THIS SITE WAS ACCOMPLISHED A / BY FIELD TRAVERSE UTILIZING A ONE (1) SECOND THEODOLITE //�• PLATE / \ 9 WITH INTEGRAL ELECTRONIC DISTANCE MEASURING METER n t o n STORM DRAINAGE MANHOLE Ro- 0 AAA' N NAN RIM 444.n A. "' GLOBAL ION AND REAL TIME KINEMATIC (RTK) / STATIC PA3 ,A6 p N TYPE i1 Ap -' - GLOBAL POSITIONING SYSTEM (GPS) LINEAR AND ANGULAR 9 pP b 9 p0 Q2 LADDER NORTH >p, CLOSURE OF THE TRAVERSES MEET THE STANDARDS OF WAC pA01 pp'+0 1 Pp2b\ AAhN 1 pay' •Aphy . a9 pa'P/ ppp2 AAAz AN App33' ERE BE 441.971E AAg� 332-130-090. SCHOOL DISTRICT AAyy AN" / •pp0. / \ �cnreN a451N / c4sH ansm p°p0 D°Pb AV�Eai 2) LOCATIONS OF UNDERGROUND UTILITIES SHOWN HEREON ARE 1.STANIAR GRATE / -� STANDARD GRATE BASED UPON FIELD MEASUREMENT. ✓ RIN d42.65 / b p b 444 00A 3) TOP OF VERTICAL PIPE 442, SEX AAA. 6IMPVC E 4d1.24 1E SURVEY pA yp9 THIS SURVEY REPRESENTS PHYSICAL IMPROVEMENT CONDITIONS AS / App2 •AA° •paA' •ApA'' p9 1 1 4" PVC E 442.621E THEY EXISTED DUNE 11, 2020 THE DATE OF THIS FIELD y g pp ppp. 0 ApA' py p.A 'oy.2-?' DURING THE COURSE OF THE SURVEY NO EARTHWORK WAS AQh9 pA 0 •pA'' ape a •pA •pP P ,% BEING CONDUCTED ON -SITE. SIERRA HEIGHTS ,Ae .� NA99 /ppA� •pn :pA1 N FAyy 44s LAYCADUN[ 4) THIS IS SURVEY WAS MADE WITHOUT THE BENEFIT OF A TITLE PN / E9UIPNENS. REPORT. NO ADDITIONAL RESEARCH HAS BEEN ATTEMPTED. ELEMENTARY • ' y A'p STANDARDCATON S GRATE 9 A°0 / / 9 Apa. pA 5) IT IS NOT THE INTENT OF THIS SURVEY TO SHOW EASEMENTS DR AAA1 AAp 0 AAA1 Ay • pp: • Ap gIM4d4.02 pAN. AA- - ?� RESERVATIONS WHICH MAY EFFECT THIS SITE. PLAYFIELD z ppA3 ppAA •AAp Ap App.e' p Appb p°' ?pp •pAAb P ` pay p 6) THE PURPOSE OF THIS SURVEY IS TO PROVIDE EXISTING CONDITIONS RENOVATIONS 0 NAN ' NAN ' AaA AN!0 AppS •pp /P h', 9 9y FOR ENGINEERING DESIGN. 8 AN / / 7) CONTOURS SHOWN WERE DERIVED FROM THE DIRECT FIEL❑ _ .350 5G b,. 1 MEASUREMENTS SHOWN HEREON. 0 y A4f'J� AAp9 �\ `� AZ OEPPIN p9 Apy AAy VI. ApP y AA9 ppJ / ay '" �,V`'' PA"b �h2� A5/ •pph 2 NOZ SS OF a - 9 - 8) CONTOURS SHOWN HEREON ARE TO NATIONAL MAPPING STANDARDS. S 6 0.' 0 : ONE HALF CONTOUR INTERVAL. 9 p Ppp1 .AAA �� •P 'pa P 9 AAy. pPh'A t0P5i AA9' pPh Np9 Ay9 __'pP= A2 : pp' NAN 1 �/ •A pp9' / Pp 0 pp6 9N v / 9) THERE ARE NO DIRECT LIMITATIONS OF USE PER MAC 332-130-745 2G. •Ap NAN p�P' Ape .AAy Ap9 pJ pN6N JO) UTILITIES THAT WERE VISIBLE DURING THE COURSE OF THIS SURVEY r ARE SHOWN AND REFLECT THEIR FIELD MEASUREMENT. /0) Ay 3 Q py pPb O P6 ♦ N 2 / O, A9 N' o. Ayb � Ay b .�`""' AAG 11) THE INTENT OF THIS SURVEY WAS TO LOCATE VISIBLE UTILITIES, O AA' p0 9 A A p aNy �" O .� pe'h.'pO,N 6z :! STRUCTURES, CONTOURS, SPOT ELEVATIONS AND DESIGN A pA pp9' . yb y ppb' 9 y A a. pA FEATURES IN THE AREA OF THE REQUESTED SURVEY. p 1 • AA p9' • Apy /QA p BEYOND WHAT WAS VISIBLE ON -SITE, ND ATTEMPT WAS MADE TO p9 pPA' pPA' y0 • 2 SITE BENCHMARK ° / ' Aeka 3 pAy9 OVA, Ae A__'S LOCATE UNDERGROUND UTILITIES. n AA NN A5 AA" NORTHING: 190563. 90 / •/ AN �A FASTING: 1310745.18 45 ELEVATION: 4495.79hF�ET / py b pA@3. _ BASIS OF BEARING: 04 A / + Ap06 Ap90' •Ay9 Apo' AAO. AAyO aAPa60pA0 A' p9' A aF+ ,pAy Ape WASHINGTON STATE LAMBERT GRID NORTH ZONE COORDINATES, DA HOGAN A Ap9" p0' Ab" p y b 4 ^ pa pppb pp9 py? 9 PQPt_ / pp6' AND Apy y:. y 9 OADy._ AS PROVIDED BY BASE SURVEY. W •A • • / • •pAh' '- / • ' A 1391e1 Avenu IM1,Su41N W P 206.205^Omm p P P A6 'P6 pp0 pp<t SaaNw WaaM1l 94N4 wtlaM10 ppyb t \ / , , p ppbb p9 BENCHMARKS: 9 / pb' 2 AAp' A9' p AMR. • AA9 4 pbN AAy •p Py p61. .Ay9 . - BASE: p 1 A Q p 6 a P A _� CITY OF RENTON BENCHMARK NC.2110. FOUND 1/8" BRASS PIN A'2 py pA9 °p0 y p py 6 THWART TO e : RAO. IN 3" CONCRETE MONUMENT, INCASED, LOCATED AT THE STREET C b No. Apyo Ap09 9 •pa pAy. .pA9'.- - INTERSECTION OF SE 16ETH STREET AND 116TH AVENUE SE. ppa Apy pp6' Apy �"� ELEVATION: 448.14 FEET ' 9 o / CATCH BASIN .AAA APy .A p h STANDARD GRATE °' SET MAR NAIL IN ASPHALT, NORTH PARKING LOT OF SITE. APy 3 pNy� aAy� pe, RIM 446.Bd ARE.Ar ��' Apy 9 0 / pb' py' •A 0 pp60 1 y B""=vC ME x9 <E--�_ 1.A +/-13.7' WEST-SOUTHWEST OF POST INDICATOR VALVE, ah No aApe� AP, pN 14 0 pA _ ELEVATION: 444.98TOF FEETCATCH BASIN. NI A 9A A h Qp12 pp1 pA1'".-'1: 2: - pQ pp ',Ao •py p9'g / ppOA / /• •P Apt 2 p1 •A yA / bA / pA1 �a,1 pA� VERTICAL DATUM: 0 � " p •A pb `' •pp AAA 95 .ppy0 p09 / NA Apt Q°1 P 1, NORTH AMERICAN VERTICAL DATUM OF 1988 (NAND 88) . m / o. 1 .p / Apt y y A't AN1 b AA9' y 'P Ay / NO '0 1 P pP1 9 2 PAyy IpAy ANy� Pyy 60 / i •AA 'p1 '°A1 AP1.Q p /Qpy. 1 9 Apt. 'cAp"..'' LEGEND: to pA 0 •Apy' peg / 3 p y AN 1 °0 0 = STORM CLEAN DUT(SCO) / 0 AN, NO Apt 1 P kA N/ AN' pall AA9 t \ / AAA •,. / y 1 •Ap1 AA11 Al AA9 •.✓ pt8 Apy' Z = IRRIGATION CONTROL BCX (ICB) cn pp9' II BASE j IA •BAD BASE Aa1' par \ A^1 ,%.'pp0 = POST INDICATOR VALVE (ICB) Q NORTH p O IPpO pp0 pA1� pal? • pQ00 / ApO 0 p9,A p�• j z / e2 - = FIRE CONNECTION(FC) Q ° / AT AA A D p9 / py 3A •p 9 •Ap13 1 p1g 9 pp02 .i_ A.0ALp0- P0• p p1p AN, ly p1. NA'. P •pp1? Apt p00 / N pA AA0 P pA N D 2D 4D' D / P 0 Apy. p / p0 U AN / y 5 9 pb b 1 p1 0 p1 9 • / A ppyA ,. p pp� Apy' - SCALE: 1„ _ 2d Ap NA' •p I ANT Aptb \ \ No pb" A ... INOTE: BID SET b pb 60 E pp9' n ply p1g \ A'Ni 1 STAMPED/ SIGNED SURVEY ON FILE MP 0 p1' 9 9 y -. DATE 6-16-21 ply 1b A •III 9 apt pp9' pal y \ : 2. NOTALL UTILITIES SHOWN ARE FIELD VERIFIED-D.A. IAA"'9 a .Ap pbb 1e.pp1 pA19 pp0 p' - HOGAN HAS MODIFIED THE SURVEY IN SOME A 1 \ A pp' py:- I NSTANC ES TO INCLUDE AS-B UILT UTILITY UZ PNy Apy �' pp19 i ' ' • J 1 p0� p INFORMATION PROVIDED BYTHE OWNER. FIELD SCALE 1"=20' A 0 Apy' m pp9 VERIFY AT INITIAL SITE PR EMANATION WIN ERE NOTED uPAh p,A ME PLATE pAy 0 pp1 �' / \ / e 0 pP0 P 9 1 / Ate' 3 b'' Aa& : :p IAND NiB�Ft ,lCF 3 9 i pPd� Qp0' A\ • / 0 , p0'A \ AA0" NA, NO pp Aq, pg2 a5 / pp1' pp1' p \. pP Q A b P pAyb,py� C pAy1 pp.1O 1 p1 h, NIP 11p1/ A p02 `• p00, P •NO yA Apy.'c� IE 'YC F,p PP0 PNy Apy p®b BENC 061a AA1, pp1. BACK STOP pp1' p "Sii 3 0 A Ape. / Ip A PORTAB 9 �F 0 2 6 e, 0 2 PO + ap0 p A • 00 pet ppb pp1" pp1' pp1' pp1. •pP P p0.p pp9' AN y N p 1• / ooiiCB O N aA0 y 0 p P h 1 9 1 9 0 rn pA Apo \pb 0' PAD+ AM Ns aC O ICq DICE Ixice A b 0y0 AA9 1iAp0 Apo 10 AAI m , G a4'0 0' p 1 !' Mo.No Aa0' p0. AA AA0 pP0 PAy Ma AN lam' 451.39 n A py. N pAy'•aAe TOE.--...- .---- _ -- ----.TOE P 0 ' IsERB p � 448. 0 PO A 0 / AA0 N/NAND RAIL "� 0 . E r �09 pp1' p0 .' pA9l \,` t� .5 ' "•T 1.':9 4ns 15 A°�A '... ..7 � f. ; - -N/NANO IUIL - .A P N Ap9 \\g, .2 �. 451,94 7, pA9 0 / .pp0 pPO� y, -�p0,� Py= Ny 0 " /HAND RAILS I- OAI\pPpOA pa0' \ P9 1 I', POPTABLE z 9 r2e ppb 0 I h y .6. r AICI r) p50 PORTPBLE 1 AS ay ATE- J . P (. ' b 0 _phA_ _ , _ _ ' � py 9 1Ao lj i v pp2 / A b / A9 3 9 DEVELOPMENT ENGINEERING O pA1' � 450 - `- " -• " - TOP o------------ msippo 07/30/2021 A9 Ppy4-------- RIM pFAI114T£ NANHDLE 1 449 92 f ' pA9 K TI HEST f PVC E 39 !E i 449 sa :2... Po. v •pp90 1�! R-418902 DRAWN HER CHECKED DLA LOPYREM ©2@I DA. H]WN ®ASSODATES TOPOGRAPHICAL SURVEY GDEX DATA NE -NE 4, T23N., R5E., W.M. SOMNY PoR ❑A HOGAN 119 EST AVENUE SOUTH, SUITE 110 SEATTLE. WA. 9B104 KING COUNTY, WASHINGTON CENTRE PINTE 096 PA 14209 29th Street East, #105 - Sumner, WA 98390 253-987-5924 main 253-987-7859 fax DRAIN M: O WOODS CHARED BY N LARSON DAM JUNE 22, 2020 NIB NANR TORO SOAIM 1" = 20 IOU NOI 3990 SHEET F-0el SHEET 2 OF 18