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HomeMy WebLinkAboutR-419508TTLO 0) V_ 1 O 1 0 W RIGHT-OF-WAY AND TOPOGRAPHIC SURVEY LYING IN THE SE OF THE NE OF SECTION 9, AND THE SW OF THE NW OF SECTION 101 TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M. CITY OF RENTON, KING COUNTY, WASHINGTON STORM CATCH BASIN �TYPE ll �s o V J x x o STORM VAULT � RIM=41765 o -RIM=419.69 °� IE=412.36, 12"CPP E N SANITARY SEWER MANHOLE \ TT \4 FLOW CONTROL STRUCTURE IE=412.35, 12"CPP SSE STORM CATCH BASIN so I Z RIM=416.46 IE=411.13, 15"CMP ENE IE=412.72, 6"PVC SW RIM=416.30 IE=409.28, 8"PVC N \ TOP OF 15"CMP FLOW CONTROL PIPE=41716 IE=412.40, 12"CPP W IE=412.59, 12 CPP N °S IE=409.24, 8"PVC S IE OF 6" DOWNTURNED SIDE PIPE=414.17 LADDER SOUTH IE=412.55, 12'CPP W s I FLOW SOUTH 8"PVC W BOTTOM LIP OF SIDE PIPE=413.79 so LADDER EAST - - - - - WATER EL=411.47 CONC. RET. WALL TPN 75697OUINT 5° �o STORM CATCH BASIN STORM CATCH BASIN RIM=416.24 -I IE=413.14, 6 PVC N SANITARY SEWER MANHOLE SANITARY SEWER MANHOLE (41637) BRIM=416.27 41 g.5 '� �' �� RIM=41790 RIM=416.94 IE=413.46, 6-CONC SE I IE=412.84 12"CPP S S° r IE=411.50, 8"PVC N TPN 0923059192 - - TPN 0923059015 IE=408.31 8"PVC N �� � 1 - (RENTON CITY OF) ' - -- - - _ (PARK) _ _ _ _ _ TRAFFIC SPEED CAMERA as ° SD SD IE=411.47, 8"PVC S _ _ IE=408.28, 8'PVC E \ FLOW EAST V IE=411.52, 8"PVC W T - PACE SURVEY LIMITS �� ° x 416.66 p % FLOW SOUTH LADDER SOUTHWEST - r _ --- _____ ____ "20MPH" _�-- F-- - - - - 6�6 LADDER EAST 6' CHAIN LINK FENCE 6' CHAIN LINK FENCE SIGN & LIGHT 3" P=6 6" RP--10 i/ 6 1 416.44 ATOP CONC. WALL _ , - -- _ - `� - !� � �� - s 1 s ss ss ss ss ss � ss ss ss ss ss � ' 484.1 a PACE suRVEY LlMrrs - - - - - - - - - - R/W ATOP CONC. WALL - - 41 - - - - 8" PINE RP=7 �158 x R/W _STORM MANHOLE O o p ° RIM=417 69 ° o ° p -416\ ° 1 ° o 6 `�g ° °-� o EL 417 0 IE=413.19 12"GONG N GONG. WALK O ° p KP- - �FIP- TEL - OHP TEL L - OHP- - ' „ �p Tci _ TFi S _ _ TEL - - T€� - �� _ 1 IE=413.16, 12 CONC S o W - 116. 9 416. A x 9 416. 70 IE=415.15 12"0I W 36" SPU WATER PIPELINE w w w w w w w w w w w w w w w w w w w w w w w w w w w w w 1 / D FLOW SOUTH, LADDER EAST -� SE( SD SD SD SD SD SD SD SD t SD SD� SD SD SD SD SD SDLu -� J 4" W a ��t�15' ���° TRAFFIC LOOP (TYP.)>6 �� so �xUNION AVE NE _ �R�� /� 226.83' - - U \ S00°25'06"E 982.21' \ \ \ V) \ \ �x FOUND 1/2" BRASS NAIL IN CASE / �Q V UNION AVE NE v�76 �, g�8 v NO MARKS, HELD CENTER OF NAIL o \ \ x - DOWN 0.9f (0210612020) -� GAS GAS GAS -� AS GAS o GAS GAS GAS GAS GA�r�j GAS GAS GAS GAS GAS GAS- -' � \ o \ S 06 �- w w w w w w w w �r w w w w w gu w w w w M M 6g 1 w `W W w 414 45�1 C.I. W�TER (RENTON� w \ 415.E �415.12 15.w9 �75 - 416_5 6 �16 n - HP-�T,,EL::;� P- OHP�� - OHP- - OHP- ° - OHP- - OHP- - OHP- -OHP- =0H OHP-° oHP- - OHP- - OHP OHP- . TEL L TEL TES a TEL TEL TEL TEL -�_� TEL -TEC-� EL TEL TEL° TES TELp '1- � T L ° TEL TEL TELTEL 'TFL TEL TELTEE TEL a TEL TELL TEL TEL TEI, TEL TEL7_kNb TEL TEL TEL TE ��nTEL TEL -� TEL TES. TEL - T ��1� TEL T L TEL TEL °fEL p L TEL o ° °TEL TEL TEL ° ° o L ° n i - ° 415.27 GRASS R/W \ 416.25 "END SCHOOL ZONE" l 416.69 \ R ss - -414 - \ - \ s ss s s ss ss ss ss ss ss ss ss ss ss ss' ss ss-1 �� ss ss ss ss ss ss ss �, 5' WOOD FENCE x - - ��5 x I o STREET SIGN � �1 1 - - 33" CEDAR RP=12 3" FIBER OPTIC MON "PRESCHOOL.." 6' WOOD FENCE FOUND 2" BRASS DISK IN CASE 1- 3 I SANITARY SEWER MANHOLE STORM MANHOLE WITH 'X , DOWN 0. 6't 1 RIM=414.22 SANITARY SEWER MANHOLE RIM=416.33 STORM CATCH BASIN 0.06' EAST OF CALCULATED CENTERLINE IE=40712, 8"PVC N = RIM=416.04 IE-41126 12"PVC N RIM=416.11 (0210612020) v IE=40714, 8"PVC E I­IE=408.05, 8"PVC N .' IE=413.51, 8"CONC E IE=411.06 12 PVC NE IE=40709 8"PVC S I IE=407.78 8"PVC S IE=411.23, 12 PVC S IE=413.54 8"GONG W �Q FLOW SOUTH N Lu IE=407.78, 8"PVC W IE=412.93, 6"GONG NW LADDER WEST z FLOW SOUTH LADDER EAST LADDER EAST NORTH HORIZONTAL SCALE: 1"=20' o 20 0 20 40 w Of CD C14LEGEND � o 0 U O Z FOUND MONUMENT AS NOTED CDC" OO SURVEY CONTROL POINT, AS NOTED U) O SANITARY SEWER MANHOLE > 0 o 0 Ld � w J o CLEANOUT _ - ROW LINE Q o o C) o V) @❑ STORM MANHOLE ROAD CENTERLINE - ❑ STORM CATCH BASIN SD SD STORM DRAIN LINE M WATER VALVE ss ss SANITARY SEWER LINE 63 WATER METER w w w - BURIED WATER LINE FIRE HYDRANT BURIED GAS LINE GAS GAS p WATER VAULT Bp Bp BURIED POWER LINE p� GAS VALVE TEL TEL BURIED TELECOM. LINE -o- UTILITY POLE OVERHEAD POWER LINE -OHP- E- GUY ANCHOR CHAIN LINK FENCE J❑ JUNCTION BOX r WOOD FENCE © POWER VAULT _ _ SD - - - SD RECORD STORM LINE aPOWER CABINET _ _ ss - - - ss RECORD SANITARY LINE © POWER MANHOLE TREE DRIPLINE LIGHT POLE ASPHALT SURFACE ❑V UTILITY VAULT SIGN CONCRETE SURFACE MAILBOX GRAVEL SURFACE TPN TAX PARCEL NUMBER SANITARY SEWER MANHOLE I - - RIM=411.53 �� Xx �x x IE=404.87, 8"CONC N , - STORM CATCH BASIN \­\ IE=404.87, 8"CONC E RIM=415.24 IE=404.86 8"CONC S I _ __ --- IE=404.93, 8"GONG W - - _- IE=413.99, 6'CONC SFLOW SOUTH STREET LIGHT,LADDER SOUTHEAST STORM CATCH BASIN TPN 0923059192 TRAFFIC LIGHT,TPN 0923059235 PED. CROSS LIGRIM=411.06 (JOYCE WILLIAM GERALD) (RENTON CITY OF) STORMMANHOLE AND PED. CROSIE=409.43, 6"CONC SE _\ c� CAUTION REFLECTOR I RIMSTOR412. CATCH BASIN IEI M408.49,1 12"CPP N BIKE RACK _ _ _ - G - PACE SURVEY LIMITS I (TYP.) IE=408.34, 15"CPP S o o - ,Q� 6' CHAIN LINK FENCE- - - - IE=410.38, 8 CONC E p 416, STORM MANHOLE _ _ _ 6 - - - IE-410.79, 8 PVC W 415- o SD- - �413 ROCKERY - BIKE LANE' R/W PACE SURVEY LIMITS R/W' ° 5 PACE SURVEY LIMITS N R W - - - RIM=411.47 _ _ _ _ `� _ _ / ASPH. 412 1 PACE suRVEY LIMITS IE=40762, 12-CONC N o ° o �e -412 -°- s o o g ° o p o 'gj ILI_ _ _ o - - 2.10 ° ° CONC. WALK a 5 ° ° ° o o A o IE=40747, 12 CONC S _ P- -oHP- - ° ° ° 411.\ - - - - - -ump W a T=ID o i �H� T6NF ®Ff�E� N 411.90 �y 4i 1.45 �� -412 - - - 36" SPU WATER PIPELINE �\ �_ 0 / O W� W W W W W W W W W W W W d W W-- W _NL--�W - w W W W W W W W W W W W W m 6� - SD SD SD SD SD / SD SD �� SD SD SD Q o _ 0OS OS SD SD SD `�SD SD SD SD SD SD SD SD W � ISss ss ss ss ss ss ss ss ss ss Ss Ss 412.81 / -� - - -_ - 41226� - - - - 414.00\ LLJ �- 411.89 UNION AVE NE \ - \ I S00°25'06"E 982.21' \ \ \ �, \ z GAS GAS GAS &S GAS GAS GAS GAS GAS GAS GAS S-_ G S GAS GAS GAS GAS GAS GQ0 GAS GAS GAS GAS GAS GAS i ASS GAS GAS GAS G S GAS GAS G 2 o 412 \ � b--412---- 6 ~ N O \ s 411 74 - - - - - 12" C.I. WA�ER (REWNTON) 12.75 w- w w w w w�-ov W W w w w w w w w w w w w w w w w -w- _ w w W STORM CATCH BASIN z I 411.!1 - _ _ _ RIM=410.96 S S 6 - P - HP- - OHP-- = - -@HP - OHPd - 4}ip- - - - - - - EL ° TEC-DEL` R „ CJSOFiP - �BRP- - o TEL T�L� TEL ° TE� T�L° TEL TEL TEL ° TEL L T 1Lo TEL ° EL �-- TEL o pT'--� EL IE=40782 8 CONC N TEL �T TE L TEL -� TEL TEL ��412rEL TELo TEL TEL TEL TEL ° TEL TEL L SEC TEL TEp EL- TEL ' cD TEL T x ° TEL' � TEL TEL ° TEL T - L ° L TEL - TE iFL L TEL TEL ° TEL ° TEL TEL L TEL o-° TEL -TEL IE=40764, 8-CONC W TEL -�T - - - - - - - - - - 413.11 R/W I o ePR/W3P�eP �� - GRASS - ss ss s ss s P ��-���ssg-ss��s��� ss ss _413-ss �= ss - - ss ss ss ss ss _ass -� FOUND 1.75" BRASS DISK IN CASE o`er 412.5' 1 - GRASS 413 9 1 11 ° 0 �� / I GRASS „ „ 11 7 RP-7 / DO NOT ENTER �1' so 3" RP=3 1 WITH PUNCH, DOWN 0.4 t A o \ / 8 RP-9 � BIKE LANE 6 RP-6.5\ (0210612020) / _ �j; BUS STOP 7" RP-8� 6" RP-10 6" RP_ .5 "DO NOT ENTER" HELD AS C.O.R. CONTROL PT. #1848 / a'� �'o SANITARY SEWER MANHOLE "20 MPH" SANITARY SEWER MANHOLE 8" RP-10 TRAFFIC LIGHT, so SANITARY SEWER MANHOLE ?' �� SCHOOL ZONE PED. CROSS LIGHT, RIM=412.03 AND CAMERA PED. CROSS SIGN \ 0 o RIM=412.00 RIM=411.58 -o » A IE=405.53, 8 PVC N IE=406.36, 8"CONC S IE=405.52, 8"CONC, N " IE=405.51, 8"PVC SW STORM CATCH BASIN so IE=405.35, 8"PVC, NE o WEST IE=406.40, 8-CONC NW RIM=413.18 IE=405.23, 6"CONC, E Z LADDER EASTLADDER NORTHEAST IE=409.81, 6"GONG E IE=405.23, 8 STORM CATCH BASIN CONC, S so IE=409.35, 8-CONC W STORM CATCH BASIN IE=405.48, 6"CONC, NW RIM=411.03 STORM CATCH BASIN STORM CATCH BASIN RIM=411.52 IE=409.21, 6"PVC NW RIM=411.04 IE=410.17, 6"CONC SW FLOW SOUTH LADDER EAST IE=408.92, 8"DI NE IE=408.77, 6-CONC SE SOLID LID IE=408.35, 8"GONGS RIM=413.79 IIE=410.14, 6"GONG NE E=408.64, 8"GONG N IE=410.49, 6"PVC S IE=409.89, 8"PVC SW BASIS OF BEARING HELD CITY OF RENTON MONUMENT 1848, AT THE INTERSECTION OF UNION AVE NE AND NE 8TH ST; MEASURED SOUTH 00°25'26" EAST TO MONUMENT AT INTERSECTION OF UNION AVE NE AND NE 10TH ST NAD 83/91 NAVD 88 NOTES 1. EQUIPMENT USED: TOPCON QS AND/OR CARLSON CR2+ ROBOTIC TOTAL STATION AND TOPCON GR3 RTK/GPS 2. THIS SURVEY WAS PERFORMED BY FIELD TRAVERSE WITH THE FINAL RESULTS MEETING OR EXCEEDING THE CURRENT TRAVERSE STANDARDS CONTAINED IN W.A.C. 332-130-090. ALL MEASUREMENTS WERE MADE WITH A TOPCON QS ROBOTIC TOTAL STATION IN ACCORDANCE WITH THE EQUIPMENT MANUFACTURER'S SPECIFICATIONS. 3. IN ACCORDANCE WITH THE REVISED CODE OF WASHINGTON (R.C.W.) 58.09 AND THE WASHINGTON ADMINISTRATIVE CODE (W.A.C.) 332-130, THIS SURVEY MAY DEPICT OCCUPATIONAL INDICATORS THAT DIFFER FROM THE DEEDED LOT LINES. THESE INDICATORS, IF AT ALL PRESENT, MAY REPRESENT A POTENTIAL FOR CLAIMS OF UNWRITTEN TITLE. THIS SURVEY DOES NOT PURPORT TO RESOLVE SUCH ITEMS. 4. FIELD WORK PERFORMED IN FEBRUARY 2020, UNDER SITTS & HILL JOB NUMBER 18717. ADDITIONAL TOPOGRAPHY SHOWN ON MAP REFLECTS SURVEY BY PACE ENGINEERING DATED 02/29/16, AND IS DIFFERENTIATED FROM FIELDWORK PERFORMED FOR THIS SURVEY BY A DASHED LINETYPE AND LABELS. 5. UTILITIES AS SHOWN HEREON ARE BASED ON FIELD SURVEY OBSERVATION OF UTILITY LOCATE SERVICES PERFORMED BY MOUNTAINVIEW LOCATE SERVICES IN FEBRUARY 2020 FOR THIS SURVEY. THIS HAS BEEN SUPPLEMENTED BY RECORD STORM/SEWER INFORMATION FROM CITY OF RENTON ONLINE GIS APPLICATIONS. RECORD UTILITY LINES SHOWN HEREON ARE DEPICTED WITH A DASHED LINETYPE AS SHOWN IN THE LEGEND. UTILITIES OTHER THAN SHOWN MAY EXIST ON THE SITE. THE SURVEYOR DOES NOT WARRANT THAT THE UNDERGROUND UTILITIES SHOWN ARE IN THE EXACT LOCATION INDICATED. THE SURVEYOR DOES CERTIFY THAT THEY ARE SHOWN AS ACCURATELY AS POSSIBLE FROM FIELD SURVEY AND PAINTED UTILITY LOCATE LINES. COLLECTION AND DEPICTION OF EXISTING SUBSURFACE UTILITY DATA IS CONSISTENT WITH QUALITY LEVEL 'C' OF THE ASCE STANDARD GUIDELINES 38-02. 6. THIS SURVEY COMPLIES WITH W.A.C. 332-130-145. THE CONTOURS DEPICTED HEREON ARE BASED ON DATA FROM DIRECT FIELD MEASUREMENTS. SPOT ELEVATIONS ARE BASED ON DIRECT FIELD MEASUREMENTS AND ARE DEPICTED FOR REFERENCE. THE PURPOSE OF THIS TOPOGRAPHIC MAP IS TO SERVE AS A BASE MAP FOR CONTEMPLATED SITE IMPROVEMENTS AND DESIGN. R-419508 ■ Z m uM9 o J Z w > � J aw 06 J ) W 3 U) LLI V = w 3 Z N w U) � ti 1 m Fn ■ J w w ZL w M Ld 0- U L) r lL O O a a (n N O U) W N w 't W Q N 00 0) 0 0 V) (WjCC�a �aN0 Q W Q o � z Q N N ~ Q N CL w CL U CL Q 0 CL VJ + z Q < z a LI 0>_ O .1 W w z ~ 1 w O H Ldz 0- W z �/ W Ld N �Z�// m ran a: V SHEET N0. � 1 OF 1 PROJECT NO. � 18717 SV=5