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HomeMy WebLinkAboutS-345111DGEWOOD PARK SCALE: 1"= 100' DIVISION s 0 50 700 200 Nf872 SaoY� B u"iiMUY� wZ 0 O HZ W I iJ4� m i { O 9 E SE 1/4 OF THE NE 1/4, ALL IN SANITARY SEWER ....— ._.._..._.._.i_ _.....,,__ 51.4r 117TH IE w w w w w w .. w w w NOPTTEIST w w w w w w w w w w w l ST E 18"471' w 77?,ACT.IK w w SENSITIVE AREA w �' TRACT I l47 DE7EN7701V $ { w w w w w w i RECREA7ON w w w w w w w g { TRACT J M. .. w . w • �` • JOINT USE DRIVEWAY/ w f�+wur N.3S25't1'E� \ f .11 NeSS'/2&3Y w .„ ^ w 7AAACrD 44.,u. PENN w w 7RIACTwH N2WD8E w NJA48157' V CREME 35.1r IM21' w w OPEN SPACE RV*¢�&•�d:{'i� w w N40srJ1E `EAST° REN7 '0AJ9 ' 25.81' M487074 E A1271114115 / 27.88' w /1 J736' w N22�8'28'E NSS871'W 35.er mm, � w� NJ8 {TO7E v�• i - /•w 2z1o• ./ Ne0D0 w w /. 45.JB' w/ r,� , 4217 w w ' > TRACT F N706 / SENSITIVE AREA ,air J rmT JI.Or rXIIE I ` 2"3fE / w 31.er j w m5r w v sxsr faoE w 28.Sr •�\ N40'31'Y57'W I w 914'W 1• .24. 18' w "5r N70'49'2rW w O'73E f5.7s' NSJale V" 4'28 E Nf80r00'W 41Ar 1740' 7i a s u 4 RTERCARECAT TI OGN 278' •246'W . I \\ Y Y { w 3aW o w 973 w w 0 a a / R gg Ne80r INSY --�� K , 41.W a. a. 0 �y NOTE 70 CONTRAC70R.• RECORD DRANfNGS 44 PRIOR TO FINAL ACCEPTANCE OF INFRAS7RUCTURE IMPROVEMEN75, RECORD �. DRAWINGS MUST BE PREPARED BY THE ENGINEER AND SUBMITTED TO THE m PERMITTING AGENCY FOR REVIEW /APPROVAL. 774E CONTRACTOR SHALL ANTICIPATE NEED FOR AS —BUILT FIELD SURVEY AND NOTIFY THE SURVEYOR 8 WHEN FACILITIES ARE CONSTRUCTED, ACCESSIBLE AND READY FOR SURVEY. TO AVOID DELAY AND COSTS ASSOCIATED WITH RE— EXCAVATION, OR ADDITIONAL SERVICES TO SATISFY OSHA REQUIREMENTS FOR WORK WITHIN o CONFINED SPACE, THE CONTRACTOR SHALL: S Y PROWDE ADEQUATE N077CE TO THE SURVEYOR TO ENABLE SCHEDULING OF o2 AS —BUILT SURVEY OF THOSE FACILITIES NOT WSIBLE FROM THE SURFACE PRIOR TO BACKF7LL (WHEN POSSIBLE), AND PR /OR TO THE INSTALLATION OF z THE TOPS OF DRAINAGE VAULTS (ALWAYS). ALL BURIED UTILITIES REQUIRED a 2 TO BE AS —BUILT SHALL BE REFERENCED BY APPROPRIATE MARKERS SUCH u V) AS SHOWN WITHIN THE STANDARD DETAILS OF 774ESE PLANS. IF A UTILITY �i MARKER IS DES7ROYED OR REMOVED BEFORE AS —BUILT INFORMATION IS E ACQUIRED BY THE SURVEYOR, IT WILL BE THE CONTRACTOR'S RESPONSIBILITY h° a TO EXPOSE SUCH UTILITY FOR MEASUREMENT. < C OR, BUT ONLY IF ACCEPTABLE TO THE PERMITTING AGENCY h Oi N o OTHERWISE MAINTAIN AN ACCURATE RECORD OF DRAINAGE VAULT /FLOW o g RESMICTOR DIMENSIONS, PENETRATIONS AND INVERT ELEVATIONS; SANITARY SEWER AND STORM DRAINAGE TEE LOCATIONS, STUB CLEANOUT LOCA7ONS `o chi AND STUB INVERT ELEVATIONS, ALSO WATER BEND AND WATER TEE W'o LOCATIONS, IF REQUIRED: ADDITIONALLY, IF REQUIRED, THE TOP OF WATER c � MAIN ELDIA77ONS AT 50' O.C. SHALL BE RECORDED. THESE RECORDS SHALL w' z BE PROVIDED TO TRIAD ASSOCIATES UPON COMPLETION OF UTILITY /DRAINAGE WORK. w NOT SCALE 28 & CURB LINE 29 30 31 rr'w 27 26 25 24 23 22 21 20 19 18 17 z 3 NE 4th ST E4 I{ LEGAL DESCRIPTION BENCHMARK'S 0 I PARCEL j1 W 4k_ IRO TH, LOT A OF KING COUNTY BOUNDARY UNE ADJC/STMENT NO. L04L0055, RECORDED UNDER RECORDING NO 20041223900005 z 0 I RECORDS OF KING COUNTY, WASHINGTON. SITUATE IN THE COUNTY OF KING, STALE OF WASHINGTON. E 13 L z 11 ST tt RECORDS OF KING COUNTY, WASNINGTON. S/7UA1E /N 774E COUNTY OF KING STATE OF WASHINGTON. 0 ._.� -.- z LLJ - RENTON MONUMENTS C.O.R./1851(BASE POINT) AND GO.R./1652 Q W � DGEWOOD PARK SCALE: 1"= 100' DIVISION s 0 50 700 200 Nf872 SaoY� B u"iiMUY� wZ 0 O HZ W I iJ4� m i { O 9 E SE 1/4 OF THE NE 1/4, ALL IN SANITARY SEWER ....— ._.._..._.._.i_ _.....,,__ 51.4r 117TH IE w w w w w w .. w w w NOPTTEIST w w w w w w w w w w w l ST E 18"471' w 77?,ACT.IK w w SENSITIVE AREA w �' TRACT I l47 DE7EN7701V $ { w w w w w w i RECREA7ON w w w w w w w g { TRACT J M. .. w . w • �` • JOINT USE DRIVEWAY/ w f�+wur N.3S25't1'E� \ f .11 NeSS'/2&3Y w .„ ^ w 7AAACrD 44.,u. PENN w w 7RIACTwH N2WD8E w NJA48157' V CREME 35.1r IM21' w w OPEN SPACE RV*¢�&•�d:{'i� w w N40srJ1E `EAST° REN7 '0AJ9 ' 25.81' M487074 E A1271114115 / 27.88' w /1 J736' w N22�8'28'E NSS871'W 35.er mm, � w� NJ8 {TO7E v�• i - /•w 2z1o• ./ Ne0D0 w w /. 45.JB' w/ r,� , 4217 w w ' > TRACT F N706 / SENSITIVE AREA ,air J rmT JI.Or rXIIE I ` 2"3fE / w 31.er j w m5r w v sxsr faoE w 28.Sr •�\ N40'31'Y57'W I w 914'W 1• .24. 18' w "5r N70'49'2rW w O'73E f5.7s' NSJale V" 4'28 E Nf80r00'W 41Ar 1740' 7i a s u 4 RTERCARECAT TI OGN 278' •246'W . I \\ Y Y { w 3aW o w 973 w w 0 a a / R gg Ne80r INSY --�� K , 41.W a. a. 0 �y NOTE 70 CONTRAC70R.• RECORD DRANfNGS 44 PRIOR TO FINAL ACCEPTANCE OF INFRAS7RUCTURE IMPROVEMEN75, RECORD �. DRAWINGS MUST BE PREPARED BY THE ENGINEER AND SUBMITTED TO THE m PERMITTING AGENCY FOR REVIEW /APPROVAL. 774E CONTRACTOR SHALL ANTICIPATE NEED FOR AS —BUILT FIELD SURVEY AND NOTIFY THE SURVEYOR 8 WHEN FACILITIES ARE CONSTRUCTED, ACCESSIBLE AND READY FOR SURVEY. TO AVOID DELAY AND COSTS ASSOCIATED WITH RE— EXCAVATION, OR ADDITIONAL SERVICES TO SATISFY OSHA REQUIREMENTS FOR WORK WITHIN o CONFINED SPACE, THE CONTRACTOR SHALL: S Y PROWDE ADEQUATE N077CE TO THE SURVEYOR TO ENABLE SCHEDULING OF o2 AS —BUILT SURVEY OF THOSE FACILITIES NOT WSIBLE FROM THE SURFACE PRIOR TO BACKF7LL (WHEN POSSIBLE), AND PR /OR TO THE INSTALLATION OF z THE TOPS OF DRAINAGE VAULTS (ALWAYS). ALL BURIED UTILITIES REQUIRED a 2 TO BE AS —BUILT SHALL BE REFERENCED BY APPROPRIATE MARKERS SUCH u V) AS SHOWN WITHIN THE STANDARD DETAILS OF 774ESE PLANS. IF A UTILITY �i MARKER IS DES7ROYED OR REMOVED BEFORE AS —BUILT INFORMATION IS E ACQUIRED BY THE SURVEYOR, IT WILL BE THE CONTRACTOR'S RESPONSIBILITY h° a TO EXPOSE SUCH UTILITY FOR MEASUREMENT. < C OR, BUT ONLY IF ACCEPTABLE TO THE PERMITTING AGENCY h Oi N o OTHERWISE MAINTAIN AN ACCURATE RECORD OF DRAINAGE VAULT /FLOW o g RESMICTOR DIMENSIONS, PENETRATIONS AND INVERT ELEVATIONS; SANITARY SEWER AND STORM DRAINAGE TEE LOCATIONS, STUB CLEANOUT LOCA7ONS `o chi AND STUB INVERT ELEVATIONS, ALSO WATER BEND AND WATER TEE W'o LOCATIONS, IF REQUIRED: ADDITIONALLY, IF REQUIRED, THE TOP OF WATER c � MAIN ELDIA77ONS AT 50' O.C. SHALL BE RECORDED. THESE RECORDS SHALL w' z BE PROVIDED TO TRIAD ASSOCIATES UPON COMPLETION OF UTILITY /DRAINAGE WORK. w NOT SCALE 28 & CURB LINE 29 30 31 rr'w 27 26 25 24 23 22 21 20 19 18 17 0A013 OF BEAR /NC, NE 4th ST E4 I{ LEGAL DESCRIPTION BENCHMARK'S 15 I PARCEL j1 I�� �f /..� t+ - 7X� .7 T77 -aTT - 4k_ IRO TH, LOT A OF KING COUNTY BOUNDARY UNE ADJC/STMENT NO. L04L0055, RECORDED UNDER RECORDING NO 20041223900005 14 I RECORDS OF KING COUNTY, WASHINGTON. SITUATE IN THE COUNTY OF KING, STALE OF WASHINGTON. 83 84 85 86 87 88 89 9O 91 13 L �OT A�� KING COUNTY BOUNDARY UNE ADJVSTMENT NO. L04L0055, RECORDED UNDER RECORDING NO. 20041223900005, 11 ST tt RECORDS OF KING COUNTY, WASNINGTON. S/7UA1E /N 774E COUNTY OF KING STATE OF WASHINGTON. V/C /N /T Y MAP LEGEND POSED SANITARY SEVER HORIZONTAL DATUM � °—BWNDARY �- SINGLE WATER METER HORIZONTAL NAD 83191 82 81 80 79 78 77 76 75 •- �� �' - -- DETECTOR CHECK VALVE ASSEMBLY I 10 I I PERT /CAL DATUM -��R UNE' EASEMENT �- DOUBLE DETECTOR CHECK VERTICAL- NAM 88 =� - - - - BUILDING SETBACK UNE (BSBL) VAL lE ASSEMBLY 9 SEWER MAIN SIR FIRE HYDRANT I BENCHMARK AND DATUM �� FORCE m FIRE DEPARTMENT CONNECTION (FDC) 48 8 � ` STORM GRAIN PIPE `� POST INDICATOR VALVE (PlV) %RACY C 74 63 � CITY OF RENTON SURVEY CONTROL NETWORK RECREATION/ MONUMENT /1851 ------ - - -- -- ROOF k FOOTING GRAIN � A/R/VAC RELEASE VALVE 3 1/2' DOMED SURFACE MONUMENT FOUND ------- - - - - -- ROCKERY DRAIN o- BLOW OFF OPEN SPACE 49 7 � it AT THE CORNER OF NE 47H STREEI(SE 12874 ST.) -- - - - -- - -- WATER MAIN as GATE VALVE AND 7401H AVE SE - -300 - -- - 10' EXISTING CONTOURS 73 84 6 7�{ $ CITY OF RENTON SURVEY CONTROL NETWORK --302 --- --- 2' EXISTING CONTOURS 7EE 32 47 SD {� ( MONUMENT /1852 -"--�� FENCE � BEND 3' BRASS SURFACE MONUMENT FOUND � •• —� SWALf OR DITCH REDUCER 5 ' AT THE CORNER OF NE 4 I STREET(SE 1287H ST.) _ TOP OF 40X SLOPE � 72 65 � AND 148TH AVE SE -� -�- CONCRETE BLOCKING 33 51 EDGE OF WL"RAND � EXISTING GRAVEL 4;* 7HM A' SET RR SPIKE IN W. FACE OF WOOD POST .................... BUFFER UNE - --' 1.0' ABOVE GRADE 15'S SOUTH OF -IIII 1- DAYLIGHT UNE U) 45 52 71 ss SW CDR OF PARCEL // 3 ELa449.78 nYCn ROCKERY PROPOSED GRAVEL MAILBOX ,I jj� 78M B' TOP OF 4 J:4' CONC MONUMENT i SIGN El ASPHALT 44 .I W/ 2 BRASS DISC AND PUNCH 53 K 70 87 2 AT PROPERTY CORNER 296'.* SOUTH � CURB RAMP wl OF SIZE, NEST SIDE 1487H AVE SE. STREET LIGHT � PROPOSED ASPHALT PAVEMENT TRACT A EL.= 519.13 NATIVE GROWTH PR01EC7701V 54 1 _}I ;OPEN SPACE EASEMENT (NCPE) � PROPOSED SIDEWALK 43 Ki: 36 37 38 KIRKLAND, WA 69 88 1 42 41 Ss � rl a 40 58 59 80 81 \82 57 I TRACT lE 1 'JOIN USE DR/l!EWAY ( { { (7RA6T U�UTY' E'LAt�?E''�' �"�a�D.t�" OPEN SPACE/ � ! I r E ! RECREATION i PROJECT INFORMATION PROJECT DEVELOPER: CAMYYEST DEYELOPMEN 9720 HE 120TH PLACE, SUITE 100 K /RKLAND, WA 98084 CONTACT.• BRUCE KNOW /4251 825 -1955 ENGINEER /SURVEYOR: TRIAD ASSOCIATES 12112 115TH AYE NE K /RKLAND, WA 98034 CONTACT.• RICHARD A. x425► 821- 8446 GEO TECH. ENGINEER. ASSOCIATED EARTH SCIENCES 911 FIFTH AVENUE, SUITE 100 S=3451 11 �251T 8X7 -7701 TBMERR /MAN TESC SUPERNSOR: CAMYYPST DEVELOPMENT, lLC- C/O AARON KOPET 9720 NE 120TH PLACE SUITE 100 K /RKLAND, WA 98034 14251 241 -8711 1 COVER SHEET / HORIZONTAL AND VERTICAL CONTROL 2 COMPOSITE UTILITY AND EASEMENT PLAN 3 -4 SANITARY SEWER PLANS 5-8 SANITARY SEWER PROFILES 9 -10 SANITARY SEWER DETAILS AND NOTES _- _L�A C � OF IX /STING U77U77ES SHOWN IS APPROX/MA7E AND MAY NOT BE ACCURATE OR ALL INCLUSIVE IT IS THE CON7RAC70RS RESPONS/BlUTY 70 FIELD VERIFY LOCATION OF UnUnES PRIOR 70 PROCEEDING N17H CON57RUCnONM, YOU MUST CALL 1- 800 -424 -5555 NOT LESS THAN 2 FULL BU51'NES.''T DAYS BEFORE BEGINNING £XCAVAnOW Wi/ERE ANY UNDERGROUND UTILITIES MAY BE LOCATED. FA /LURE TO DO SO COULD MEAN BEARING SUBSTANTIAL REPAIR COSTS �� CITY OF RENTON Approved b}�,X /_.�'� ��<4/� '� Date: Approved by: Date: Approved by: Date: Approved by: Date: TRIAD TR.LAD ASSOCIATES 121121151h Ave. NE KiMlantl, WA 98034 -6923 425.821.8aa8 425.821.3481 faz 800 488 0756 bll free www.inatlaswciaies . nel 0 Z Zt zt It 0 2 ti i O � OC j 2 � 3 O ti W v f� m to �Ctm Ono °z RICHARD A /OM'WS FE FBONN,T Y;ANA6$B PARK S NARPoSG'L Ply FHOBiC1 9081'X074 RNiIA/81 A 104WS PE FBONiC1 Bli0BB00i A7EFRY L COK ASU FBII1Sf.T idND9CAPB dBCID1&S F07 SOB11R7AL DATE: 7127107 90Ai& W11113-11-100' lWaN /A 1>ERR REVBf: TOY rerr. t'B 12/13/11 I15k Vv s1W NOT ve7m IBB835 S[CNBB d10) OAT® LOB N0. 01-047 SB&61 N0. 10F /O z o z No O n °z -i r rn 0A013 OF BEAR /NC, 4k_ IRO TH, HORIZ NAD 83191 RETAINING WALL GUARDRAIL ti PROPOSED CONCRETE ST GTY OF RENTON GPS CONTROL NETWORK HOLDING CITY OF ._.� -.- BARRICADE - RENTON MONUMENTS C.O.R./1851(BASE POINT) AND GO.R./1652 WETLAND - THE FIELD MEASUREMENTS FOR THIS TOPOGRAPHIC SURVEY WERE' SEWER MANHOLE OBTAINED UTILIZING GLOBAL PONNON1NG SYSTEM (CPS) SURVEY TECHNIQUES USING LEICA SR 9500 EQUIPMENT. • SEWER CLEANOUT `© 240X SLOPE M CASE {AfORWENT CATCH BASIN, TYPE l WAMW DISC AAD IjTAO( DWK 1.5' COORDINATES ASSOCIATED W 774 THIS DRAMNG ARE PROJECT CATCH BASIN, TYPE 11 ® RIPRAP COORDINATES NHICH MAY BE CONVERTED TO STATE PLANE GRID +w STORM CLEANOUT . { COORDNATES BY SUBTRACTING fO0,000 METERS (328,0833333 FEET), THEN MULTIPLYING BY THE AVERAGE COMBINED FACTOR (`. YARD DRAIN .. IL OF (09999823034), THE INITIAL COORDINATE CONVERSION WAS PERFORMED USING THE LEICA SKI -PRO PROGRAM VERSION 2.0 EXISTING FEATURES 2000 - SD -- EXISTING STORM DRAIN PIPE EAMING GUY ANCHOR I - PRIMARY CONTROL POINTS AND ACCESSIBLE MONUMENT POSITIONS - -SS - MS77NG SEWER MAIN ON EXISTING WATER METER WERE FIELD MEASURED URUZING GLOBAL POSITIONING SYSTEM - -W - EXISTING WATER MAIN p EXISTING FIRE HYDRANT (GPS) SURVEY TECHNIQUES USING LEICA SR 9500 EQUIPMENT. - -PO -- EXISTING POKER UNE MONUMENT POSIRONS THAT WERE NOT DIRECRY OBSERVED USING -- UGP - -- EXISTING UNDERGROUND PWWER UNE EXISTING AlR/VAC RELEASE VALVE GPS SURVEY TECHNIQUES KERE TIED INTO THE CONTROL POINTS -- G--- EXIS77NG GAS MAIN o- EXISTING BLOW OFF UTILIZING LOCA ELECTRONIC TOTAL STATIONS FOR THE MEASUREMENT OF 807H ANGLES AND DISTANCES THIS SURVEY - TL TELEPHONE UNE N EXISTING GATE VALVE MEETS OR EXCEEDS THE STANDARDS SET BY WAC 332- 130 -090. ❑ EXIS77NG CATCH BASIN, TYPE l • O❑ EXISTING CATCH BASIN, TYPE If EXISTING CONIFEROUS TREE N B� UTILITY PURVEYORS wOA Q EVS77NG SEVER MANHOLE !� '7 • SANITARY SEWER. CITY OF RENTON O EXISTING POKER POLE EXISTING DECIDUOUS TREE 2 l WA 7ER: WATER DISTRICT NO. 90 FIRE CITY OF RENTON DISTRICT J5 © EXISTING POKER VAULT TELEPHONE.• OKEST POWER: PUGET SOUND ENERGY NATURAL GAS PUGET SOUND ENERGY CABLE T.U.: CQMCAST SCHOOL DISTRICT.- ISS40UAH SCHOOL DISTRICT 411 ANY UNDERGROUND UTILITIES MAY BE LOCATED. FA /LURE TO DO SO COULD MEAN BEARING SUBSTANTIAL REPAIR COSTS �� CITY OF RENTON Approved b}�,X /_.�'� ��<4/� '� Date: Approved by: Date: Approved by: Date: Approved by: Date: TRIAD TR.LAD ASSOCIATES 121121151h Ave. NE KiMlantl, WA 98034 -6923 425.821.8aa8 425.821.3481 faz 800 488 0756 bll free www.inatlaswciaies . nel 0 Z Zt zt It 0 2 ti i O � OC j 2 � 3 O ti W v f� m to �Ctm Ono °z RICHARD A /OM'WS FE FBONN,T Y;ANA6$B PARK S NARPoSG'L Ply FHOBiC1 9081'X074 RNiIA/81 A 104WS PE FBONiC1 Bli0BB00i A7EFRY L COK ASU FBII1Sf.T idND9CAPB dBCID1&S F07 SOB11R7AL DATE: 7127107 90Ai& W11113-11-100' lWaN /A 1>ERR REVBf: TOY rerr. t'B 12/13/11 I15k Vv s1W NOT ve7m IBB835 S[CNBB d10) OAT® LOB N0. 01-047 SB&61 N0. 10F /O z o z No O n °z -i r rn