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HomeMy WebLinkAboutR-419508Lo r 1 O 1 0 W Ill - 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 I T I \ x x x TYPE 11 c J STORM VAULT ° RIM=417.65 sO o � -RIM=419.69 IE=412.36, 12"CPP E �' TT SANITARY SEWER MANHOLE FLOW CONTROL STRUCTURE IE=412.35, 12"CPP SSE STORM CATCH BASIN o y RIM=416.46 IE=411.13, 15"CMP ENE IE=412.72, 6"PVC SW RIM=416.30 N IE=409.28, 8 PVC N \ IE=4125912 CPP N ., °S � IE=409.24, 8"PVC S \ TOP OF 15"CMP FLOW CONTROL PIPE=417.16 IE=412.40, 12"CPP W I IE=409.29, 8"PVC W \ IE=412.55, 12"CPP W s IE OF 6 DOWNTURNED SIDE PIPE=414.17 LADDER SOUTH FLOW SOUTH BOTTOM LIP OF SIDE PIPE=413.79 so N N Z� LADDER EAST WATER EL=411.47 CONC. RET. WALL I� Lo TPN 75697OUINT s° STORM CATCH BASIN STORM CATCH BASIN 0i RIM=416.24 SANITARY SEWER MANHOLE 'SANITARY SEWER MANHOLE (41637) -RIM=416.27 -d- N - - - -1 IE=413.14, 6"PVC N 419.5 „ RIM= 17.90 1.50, � RIM= 416.94 - � � E= 413.46, 6 "GONG SE'� IE= 412.84 12 CPP S __ » TPN 0923059015 s° I TPN 0923059192 - _-_ IE=408.31, 8"PVC N �` / ' � r IE 411.50, 8 PVC N 1 - - - - (PARK) TRAFFI D C D SD - j �� 8"PVC (RENTON CITY OF) - - IE=408.28, 8"PVC E - - C SPEED A °s s 42, _ CAMERA I 411 S - - - - - - - FLOW EAST � � � Y IE=411.5 , 8"PVC W LADDER SOUTHWEST PACE SURVEY LIMITS , x 416 F ° FLOW SOUTH - - 20MPH" - J - - F6" R - - - = 6 �6 LADDER EAST 6' CHAIN LINK FENCE �- -----_ --------------------- � '� -_ 6" RP=10 419 � 6 416.44 1 - _ 6 CHAIN LINK FENCE SIGN & LIGHT 3" P=6 - - ss llrl �1� s s ss ss ss ss Ss Ss Ss ss ss ss ATOP CONC. WALL 0 - - - - _ _ _ - `� -� 484.1 a PACE suRVEY LIMITS - - - - - - - - - _ R/W ATOP CONC. WALL - - 41 - - - _ - 8" PINE RP=7 �1„ 5g x R/W ° _ STORM MANHOLE N ° o RIM=417.69 ° ° GONG. WALK ° a ° ,416\ ° ° ° o JQ ° o° °-� EL 4170 IE=413.19 12"GONG N - - - ° - ° ° p ° ° ° °� R L° TEL TEL GT L , CIO z� TFI _ TFI S _ - TES - - ° =� -° Tn'4 - �IP- - OHP- - oHP- - 47 IE=413.16, 12"CONC S N W / 36" SPU WATER PIPELINE 416.9 416.43 x 6.7i4 IE=415.15 12"0I 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 w , 1 / � D FLOW SOUTH, LADDER EAST W S0 SD SD SD SD - c) SD SD SD SD t- SD �D� SD SD SD SD SD SD --� J 4 W �x�4t�15� 6 ���° TRAFFIC LOOP (TYP.) �� `� ��� UNION AVE NE _ J,o , 226.83' � D _ S00°25'06E 982.21' \ ti \ N >>6 FOUND 1/2" BRASS NAIL IN CASE \ UNION AVE NE \AI `� _ NO MARKS, HELD CENTER OF NAIL \ 6\ x '16 DOWN 0.9f (0210612020) GAS GAS GAS 2- GAS GAS o GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS- -' \ p 4� o v w w w w w��w w w w w w w w ��r� w w w w 6�av w w w M M �69 11. w �w W 414.45 1 " C.I. WVER (RENTON) v 415.6 415.12 5 w9 �5 - 416_� ff�L -OHP- -OHP- OHP- -OHP- -OHP- -OHP- -OHP- -GH o OHP n OHP- OHP- -OHP -OHP- TEL -0 - -OHS -G TEL L° TEL TES a TEL TEL TEL TEL -_� TEL --a - EL TEL TEL° ° T TEL°- - T L o TEL TEL TEL TEL x1 TEL -TEL TEL TEL TEL TEL TELL-� TEL TEL TEL ° TEL ° TELi�16 TF�L� p TEL °a TiEL TE o tnTEL TEL TEL TES, p TEL T ��`411 TEL T L TEL TEL TEL °IEL ° - L TEL ° ° °TEL TEL TEL ° ° ° _ _ _ - ° _ Lmil R/W -414 - 15.27 TEL R/W 416.25 _'END SCHOOL ZONE" � 416.69 \ ss ss ss ss ss ss �� se s=-ss - sS- � ss ss ss ss ss ss ass o s ss s ss s ss ss ss 5'SWOOD FENCE x - - I _ _ STREET SIGN \v � 33" CEDAR RP=12 1=3 �� `� 3" FIBER OPTIC MON "PRESCHOOL.." 6' WOOD FENCE FOUND 2" BRASS DISK IN CASE SANITARY SEWER MANHOLE WITH 'X ; DOWN 0.6'f STORM MANHOLE 0.06' EAST OF CALCULATED CENTERLINE RIM=414.22 SANITARY SEWER MANHOLE RIM=416.33 STORM CATCH BASIN �, IE=407.12, 8 PVC N Z RIM=416.04 IE=411.26, 12"PVC N RIM=416.11 (0210612020) IE=407.14, 8"PVC E IE=408.05, 8"PVC N IE=413.51, 8"CONC E IE=411.06, 12 PVC NE IE=407.09, 8"PVC S IE=407.78, 8"PVC S IE=411.23, 12"PVC S IE=413.54, 8"GONG W FLOW SOUTH W IE=407.78, 8 PVC W IE=412.93, 6"GONG NW � LADDER WEST Z FLOW SOUTH LADDER EAST I LADDER EAST NORTH HORIZONTAL SCALE: 1"=20' o 20 0 20 40 w af CD c14LEGEND N J o 0 U CAD O Z 9 FOUND MONUMENT AS NOTED cn Q 0 SURVEY CONTROL POINT, AS NOTED 0 SANITARY SEWER MANHOLE o CLEANOUT _ - ROW LINE Q o o 0 w o J U) 0❑ STORM MANHOLE - ROAD CENTERLINE ❑ STORM CATCH BASIN SD SD STORM DRAIN LINE * WATER VALVE ss ss SANITARY SEWER LINE E9 WATER METER w w w BURIED WATER LINE �Q FIRE HYDRANT BURIED GAS LINE GAS GAS p WATER VAULT Bp Bp BURIED POWER LINE KL GAS VALVE TEL TEL BURIED TELECOM. LINE -o- UTILITY POLE -OHP- OVERHEAD POWER LINE uj E- GUY ANCHOR CHAIN LINK FENCE J❑ JUNCTION BOX El WOOD FENCE © POWER VAULT - - SD - - - SD RECORD STORM LINE HPOWER CABINET - _ _ ss - - - ss RECORD SANITARY LINE © POWER MANHOLE _ . . _ TREE DRIPLINE LIGHT POLE DV UTILITY VAULT ASPHALT SURFACE SIGN a CONCRETE SURFACE MAILBOX GRAVEL SURFACE TPN TAX PARCEL NUMBER SANITARY SEWER MANHOLE - - RIM=411.53 - x IE= 404.87, 8' CONC N - STORM CATCH BASIN �x � IE=404.87, 8"CONC E _ RIM=415.24 IE=404.86, 8"CONC S _ _ x - - - - - � IE=413.99, 6"GONGS � IE=404.93, 8-CONC W - - �4,5 - - x 1 FLOW SOUTH STREET LIGHT, LADDER SOUTHEAST I i TRAFFIC LIGHT, a 1 STORM CATCH BASIN TPN 0923059235 TPN 0923059192 \ PED. CROSS LIGHT, Q3 RIM=411.06 (JOYCE WILLIAM GERALD) (RENTON CITY OF) STORM MANHOLE IE=409.43, 6"GONG SE � � AND PED. CROSS SIGN CAUTION REFLECTOR I STORM CATCH BASIN IEM408.49,1 12"CPP N BIKE RACK _ _ _ _ `E 4163SURVEY LIMIT`` 4 0 G� ( ) RIM=412.08 15"CPP S � T Q�' . TYP. 6' CHAIN LINK FENCE- - - - ` IE=410.38, 8"CONC E IE=408.34, ° o 416\ STORM MANHOLE �A.S�PH. ___�s IE=410.79, 8'PVC W 415- SD�� \ROCKERY BIKE LANE R/W PACE SURVEY LIMITSR/w' b1RIM=411.47 PACE SURVEY LIMITS �' R/W 413 12 PACE SURVEY LIMITS---IE=407.62, 12"GONG N-- 412.1 ° - ° g °ss a Q o �S a ° ° ¢�� ° ° Q � ° p o xx _ _ 412 - 72.10 ° °CONC. WALK ° ° ° ° ° �1 L ° 411.93 \ { A oTFI IE 407.47, 12"GONGS _ P- -OH - ° - - - LO -T �"F Tm--' - W g �x�� 411.90 �� ° 411.4 �� _412 - - - 36" SPU WATER PIPELINE x< i x3�„ W- 6-F - W �•N w W W W W5 W W W W W W W y W W-- W _NL--�W - w W W W W W W W W W W W W m SD-�" SD SD SD SD SD SD SD I' SD SD SD Q o Off- Os °S SD SD SD `o7SD SD _ SD SD SD SD SD SD W is ss ss SS ss s ss SS ss SS SS SS SS SS - - - _ 41z26� - - �41281 - 414 00� W U) N 411.E 9 UNION AVE NE S00'25'06"E 982.21' OAS \ \ I Q\ J = GAS GAS GAS GCCS GAS GAS GAS GAS GAS GAS-GAS-S� _ S GAS GAS GAS s ��SO \ GAS GAS GAS GAS GAS GAS �;AS\ GAS GAS GAS GAS GAS GAS -�IG N p U _ - o 0 3 ---412--- �J 426500 \\ N Q N N 411.74 ---- „_ ���� � w- w w w w _ 12" C.I. WA ERR TON 2.75 STORM CATCH BASIN j I 4110 w w w W W W W w W w w w w w w w w w- -� - w w w 1 _ L DEL ILL 2P- L TES 1L° TEL EL TEL L TEL SEL - - T RIM=410.96 0.SOFiP-- D)BPIP- S - HP- - OHP- - BHP= '- - - OHPd - QNP- - P- ° EL ° IE=407.82, 8"CONC N Q TEL o� TE x(D TEL - IE=407.64, 8"CONC W I TEL T ° FOUND 1.75" BRASS DISK IN CASE WITH 'PUNCH, DOWN 0.4t 471 11 ° (0210612020) HELD AS C.O.R. CONTROL PT. J1848 / SANITARY SEWER MANHOLE y RIM=411.58 CI IE=405.52, 8"CONC, N IE=405.35, 8"PVC, NE IE=405.23, 6"CONC, E IE=405.23, 8"CONC, S STORM CATCH BASIN so IE=405.48, 6"CONC, NW RIM=411.03 FLOW SOUTH IE=409.21, 67PVC NW LADDER EAST IE=408.92, 8"DI NE a TEL - TELP- ° TEL L 412T�L- -TEL° TES TEL° TEL TEL TEL ° TEL ° TEL TEL EL L TEL° o ° 1L & PTEL - - TEL�TEL ° TEL TEL TEL TEL ° TEL TEL ° L SEE TEL TEL ° EL- TEL R W Lj TEL TEL TEL ° TEL TE° ° G ° EL TEL -� TE °TEL L TEL TEL TEL° - - - BPR/W GRASS - - - - 413.11 / , SS ss - J 3P�BP p �� ___ee g ssB-s��es��� ss ss ss r=SS ss ss ss ss 9 -� 1 ss s 412.5 0 ,> GRASS - - -413- - 0 GRASS 417 » „ - �� DO NOT ENTER s / �� 8" RP-9 7 RP-7 "BIKE LANE" 6" RP-6.5� �„ 6" RP-6.9 � Q� 0 3 RP-3 1 BUS STOP 7 RP-8 6 RP-10 � DO NOT ENTER "20 MPH" 8" RP-10 TRAFFIC LIGHT, ' SCHOOL ZONE \ o SANITARY SEWER MANHOLE SANITARY SEWER MANHOLE �o PED. CROSS LIGHT, RIM=412.03 RIM=412.00 \ IE=405.53, 8"PVC N AND CAMERA PED. CROSS SIGN IE=406.36, 8"CONC S IE=405.51, 8"PVC SW IE=406.40, 8"CONC NW STORM CATCH BASIN so z FLOW SOUTHWEST LADDER NORTHEAST RIM= 413.18„ LADDER EAST STORM CATCH BASIN RIM= 411.04 IE=408.77, 6"CONC SE IE=408.35, 8"CONC S IE=408.64, 8"CONC N IE=409.81, 6 CONC E IE=409.35, 8"CONC W STORM CATCH BASIN SOLID LID RIM=413.79 IE=410.14, 6"CONC NE IE=410.49, 6"PVC S IE=409.89, 8"PVC SW STORM CATCH BASIN RIM=411.52 IE=410.17, 6"CONC SW r 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 o) q JZ w > � J fn O Lo T� i ■ ~ X o " o8 J a °` --y � W y W W � Z= w � m V ■ J W Z W M to �w CL � U U to lL Z a 00 0- cf) N O f!) W H N LLI 't waU) cy) O0N� U cf) a N QU oM0wQ Z ~ � w a Q N N N a :1 _U a � O 0 VJ + z a a � z Q � O >_ O U w w Z ' w O H 0 o z a_ W aco H w !� Z x V � �10:co SHEET NO. � 1 OF 1 PROJECT NO. � 18717 SV=5