The URL can be used to link to this page

Home My WebLink AboutzS-3451SetW S a Y H d S w • Selo U/ SCALE: 1" = 100' ' 0 50 100 i'- �IIIIDIIYIIW� -�o 4 W � PC., Z E a U Uf Y V S ( �g a o O i t W °�� m 10, TWP. 23 5 E., W.M. ,•�• w rsv.MY 2/.83' w N11'4o-"17'Ew w N3525'41'E 3541' N835.18'W w w w w TMACrD PEN PAC w w TRACT""H N2J909� w NJ2�48'S7'YY RECR 710N% 5512• fa2l' w w OPEN SPACE N670372'E N NifaSl":e$r)�"d'dV� w w N404r31$ 124r 1 EAST: aRr /FR"4 T N� •� 2581• N4950J4E 077141r /w 27,99• w l J7.36' NI ( N9J8'J/'W w� N394107T /�1 . / •w J 22.10• w � .T - N6004'18T 4&m' w/ \ 112178171E w =26' If > TRACT F N7'O6$0'W w / SENS1 45 77VE AREA 35' �� J J1.02' �' 1 2311 w 31.92' 9'52'E 3asr 130 £ w w N403537'W I "' 9.14'W 1• .24 18' w 4458' 117041 Y35'E 1575' JA21• w w NWW'08'W , 16.88' w $'a N1909001W 4502' • \17.40' w ww w1 \ TRACTG� wwww, loewIY \RECREATION ' T w jam' r7 A!1#703�rW 3 ... _41.24. U U iN573'2LiW ��. �rz 41.59' n. 0 NOTE TO CONTRACTOR: RECORD ORANANGS PRIOR TO FINAL ACCEPTANCE OF INFRASTRUCTURE IMPROVEMENTS, RECORD > DRAWINGS MUST BE PREPARED BY THE ENGINEER AND SUBMITTED TO THE m PERMITTING AGENCY FOR REVIEW /APPROVAL, THE CONTRACTOR SHALL ANTICIPATE NEED FOR AS -BUILT FIELD SURVEY AND NOTIFY THE SURVEYOR 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 CONFINED SPACE, THE CONTRACTOR SHALL: PROVIDE ADEQUATE NOTICE TO THE SURVEYOR TO ENABLE SCHEDULING OF AS -BUILT SURVEY OF THOSE FACILITIES NOT VISIBLE FROM THE SURFACE PRIOR TO BACKFILL (WHEN POSSIBLE), AND PRIOR TO THE INSTALLATION OF Z THE TOPS OF DRAINAGE VAULTS (ALWAYS). ALL BURIED UTILITIES REQUIRED 2 TO BE AS -BUILT SHALL BE REFERENCED BY APPROPRIATE MARKERS SUCH N AS SHOWN WITHIN THE STANDARD DETAILS OF THESE PLANS. IF A UTILITY Z MARKER IS DESTROYED OR REMOVED BEFORE AS -BUILT INFORMA77ON IS ACQUIRED BY THE SURVEYOR, IT WILL BE THE CONTRACTOR'S RESPONSIBILITY TO EXPOSE SUCH UTILITY FOR MEASUREMENT. OR, BUT ONLY IF ACCEPTABLE TO THE PERMITTING AGENCY OTHERWISE MAINTAIN AN ACCURATE RECORD OF DRAINAGE VAULT /FLOW RESTRICTOR DIMENSIONS, PENETRATIONS AND INVERT ELEVATIONS; SANITARY SEWER AND STORM DRAINAGE TEE LOCATIONS, STUB CLEANOUT LOCATIONS AND STUB INVERT ELEVATIONS, • ALSO WATER BEND AND WATER TEE LOCATIONS, IF REQUIRED; ADDITIONALLY, IF REQUIRED, THE TOP OF WATER MAIN ELEVATIONS AT 50' O.C. SHALL BE RECORDED. THESE RECORDS SHALL z BE PROVIDED TO TRIAD ASSOCIATES UPON COMPLETION OF UTILITY /DRAINAGE E 16 4 4 712 0.5 TRACT l DETENTION RECREA77ON U77LITY 2Afx 27 /7 1 261 25 1.241 23 11 221 21 1 20 1 19 1 18 1 17 zAW' 28 29 30 rf, 32 33 34 11 36 37 38 83 1 841 851 861 871 881 891 901 91 8 2 I 81 I 801 7 9 I 78 77 1 76 TRACT C NJ908J8 ........ �._ . ............_ _.............. ....._„__„_. 49 OPEN SPACE 47 50 46 .....___..._— N59 $ �� N 858°I�'�691.53 { � 69 68 N 6 ' 021.7 �l w w w 2 0E N36D6'E w .. w w w A5Y w w w/ 334'O6'W w SJ6' a449 w RCT K w / / w N31'� SENS177VEAREA ' � '- NJSZrJ#'E T� oD w PARK 81' flefM(m w w w w J w w w w w w a5r ,•�• w rsv.MY 2/.83' w N11'4o-"17'Ew w N3525'41'E 3541' N835.18'W w w w w TMACrD PEN PAC w w TRACT""H N2J909� w NJ2�48'S7'YY RECR 710N% 5512• fa2l' w w OPEN SPACE N670372'E N NifaSl":e$r)�"d'dV� w w N404r31$ 124r 1 EAST: aRr /FR"4 T N� •� 2581• N4950J4E 077141r /w 27,99• w l J7.36' NI ( N9J8'J/'W w� N394107T /�1 . / •w J 22.10• w � .T - N6004'18T 4&m' w/ \ 112178171E w =26' If > TRACT F N7'O6$0'W w / SENS1 45 77VE AREA 35' �� J J1.02' �' 1 2311 w 31.92' 9'52'E 3asr 130 £ w w N403537'W I "' 9.14'W 1• .24 18' w 4458' 117041 Y35'E 1575' JA21• w w NWW'08'W , 16.88' w $'a N1909001W 4502' • \17.40' w ww w1 \ TRACTG� wwww, loewIY \RECREATION ' T w jam' r7 A!1#703�rW 3 ... _41.24. U U iN573'2LiW ��. �rz 41.59' n. 0 NOTE TO CONTRACTOR: RECORD ORANANGS PRIOR TO FINAL ACCEPTANCE OF INFRASTRUCTURE IMPROVEMENTS, RECORD > DRAWINGS MUST BE PREPARED BY THE ENGINEER AND SUBMITTED TO THE m PERMITTING AGENCY FOR REVIEW /APPROVAL, THE CONTRACTOR SHALL ANTICIPATE NEED FOR AS -BUILT FIELD SURVEY AND NOTIFY THE SURVEYOR 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 CONFINED SPACE, THE CONTRACTOR SHALL: PROVIDE ADEQUATE NOTICE TO THE SURVEYOR TO ENABLE SCHEDULING OF AS -BUILT SURVEY OF THOSE FACILITIES NOT VISIBLE FROM THE SURFACE PRIOR TO BACKFILL (WHEN POSSIBLE), AND PRIOR TO THE INSTALLATION OF Z THE TOPS OF DRAINAGE VAULTS (ALWAYS). ALL BURIED UTILITIES REQUIRED 2 TO BE AS -BUILT SHALL BE REFERENCED BY APPROPRIATE MARKERS SUCH N AS SHOWN WITHIN THE STANDARD DETAILS OF THESE PLANS. IF A UTILITY Z MARKER IS DESTROYED OR REMOVED BEFORE AS -BUILT INFORMA77ON IS ACQUIRED BY THE SURVEYOR, IT WILL BE THE CONTRACTOR'S RESPONSIBILITY TO EXPOSE SUCH UTILITY FOR MEASUREMENT. OR, BUT ONLY IF ACCEPTABLE TO THE PERMITTING AGENCY OTHERWISE MAINTAIN AN ACCURATE RECORD OF DRAINAGE VAULT /FLOW RESTRICTOR DIMENSIONS, PENETRATIONS AND INVERT ELEVATIONS; SANITARY SEWER AND STORM DRAINAGE TEE LOCATIONS, STUB CLEANOUT LOCATIONS AND STUB INVERT ELEVATIONS, • ALSO WATER BEND AND WATER TEE LOCATIONS, IF REQUIRED; ADDITIONALLY, IF REQUIRED, THE TOP OF WATER MAIN ELEVATIONS AT 50' O.C. SHALL BE RECORDED. THESE RECORDS SHALL z BE PROVIDED TO TRIAD ASSOCIATES UPON COMPLETION OF UTILITY /DRAINAGE E 16 4 4 712 0.5 TRACT l DETENTION RECREA77ON U77LITY 2Afx 27 /7 1 261 25 1.241 23 11 221 21 1 20 1 19 1 18 1 17 zAW' 28 29 30 rf, 32 33 34 11 36 37 38 83 1 841 851 861 871 881 891 901 91 8 2 I 81 I 801 7 9 I 78 77 1 76 TRACT C 48 RECR£A770NI 73 49 OPEN SPACE 47 50 46 51 45 52 { � 69 68 *44 �l 74 63 73 64 72 65 71 66 1 { � 69 68 14 13 12 11 10 r 9 8 r 7 6 _r- 5 4 r 3 2 r 1 58 1 591 60 161J\62Jr 15 j LEGAL DESCRIPTION BENCHMARK's jj PARCEL 11 1'= 1,000' LOT A OF KING COUNTY BOUNDARY ONE ADJUSTMENT NO. AL L04LOO55, RECORDED UNDER RECORDING NO. 20041223900005, RECORDS OF KING COUNTY, WASHINGTON. SITUATE IN THE COUNTY OF KING, STATE OF WASHINGTON. PARCEL /2 L 1 ( LOT A OF KING COUNTY BOUNDARY ONE ADJUSTMENT NO. 1 L04L0055, RECORDED UNDER RECORDING NO 20041223900005, RECORDS OF KING COUNTY, WASHINGTON. SITUATE IN THE COUNTY OF KING, STATE OF WASHINGTON. HORIZONTAL DATUM HORIZONTAL NAD 83191 . _ VERTICAL DATUM VERTICAL– NAVD 88 BENCHMARK AND DATUM CITY OF RENTON SURVEY CONTROL NETWORK 1 �- - ......_ �... MONUMENT ,y IN 3 1/2' DOMED SURFACE MONUMENT FOUND ot AT THE CORNER OF HE 47H STREET(SE 128TH ST.) AND 1407H AVE SE CITY OF RENTON SURVEY CONTROL NETWORK MONUMENT 21852 ' 3" BRASS SURFACE MONUMENT FOUND AT THE CORNER OF NE 4TH S77MET(SE 1287H ST.) AND 148TH AVE SE 7 -- IBM A' SET RR SPIKE IN W. FACE OF WOOD POST 1.0' ABOVE GRADE 15't SOUTH OF SW CDR OF PARCEL #1 io � EL.= 449.78 E 78M W TOP OF 4"X4° GONG MONUMENT BRASS DISC AND PUNCH ' AT T PROPERTY OPERTY CORNER 295E SOUTH i TRACT A EL-519,13 WEST SIDE 148TH AVE SE. OO+PEN SPACE BASIS OF BEARING 120 TH- HORIZ. HAD 83191 CITY OF RENTON CPS CONTROL NETWORK HOLDING CITY OF ST RENTON MONUMENTS C.O.R.#{7851(BASE PO /NT) AND C.O.R.J1852 THE FIELD MEASUREMENTS FOR THIS TOPOGRAPHIC SURVEY WERE j) F0IIVO 00NGPETE OBTAINED U77LI21NG GLOBAL POS/RONING SYSTEM (GPS) SURVEY I MLWIAIENT IN CASE TECHNIQUES USING LEICA SR 9500 EQUIPMENT. ( w/2 EAD D15C AND TAG( DEN. 1.5' COORDINATES ASSOCIATED WITH THIS DRAWING ARE PROJECT COORDINATES MICH MAY BE CONVERTED TO STATE PLANE GRID COORDINATES BY SUSTRACRNG 100,000 METERS (328,083.3333 i FEET), THEN MULTIPLYING BY THE AVERAGE COMBINED FACTOR 9I OF (0.9999823034), THE INITIAL COORDINATE CONVERSION WAS TR�aCT IE 7L PERFORMED USING 774E LEICA SKI –PRO PROGRAM VERSION 2.0 1 1 II) 2000. 1 01NTj USE DRIVEWAY # %RAT FJ _ .__.._.. _ _ _ U7�LITY € ( P a4h "dl ` OPEN SPACE PR /MARY CONTROL POINTS AND ACCESSIBLE MONUMENT POSITIONS { t i RECRFA110�V ? f� WERE FIELD MEASURED UTILIZING GLOBAL POSITIONING SYSTEM p t ( jl (GPS) SURVEY TECHNIQUES USING LEICA SR 9500 EQUIPMENT. PROJECT INFORMA TION MONUMENT POSITIONS THAT WERE NOT DIRECTLY OBSERVED USING 6i GPS SURVEY TECHNIQUES LECTRO WERE RED INTO THE CONTROL POINTS URLIZ/R LEICA ELECTRONIC TOTAL STATIONS FOR THE PROJECT DEVELOPER: CAMWEST DEVELOPMENT, LLC MEASUREMENT E BOTH ANGLES AND DISTANCES THIS SURVEY 9720 NE 120TH PLACE, MEETS OR EXCEEDS IH£ STANDARDS SET BY WAC 332 -130 090. SUITE 100 UTILITY PURVEYORS KIRKLAND, WA 98034 SANITARY SEWER: CITY OF RENTON CONTACT. BRUCE KNOWLTON WATER: WATER DISTRICT NO. 90 (425) 825 -1955 FIRE.• CITY OF RENTON DISTRICT 35 TELEPHONE.• OWEST ENGINEER /SURVEYOR: TR /AD ASSOC /AYES POWER: PUGET SOUND ENERGY NATURAL GAS PUGET SOUND ENERGY 12112 115TH AVE HE CABLE I. V: COMCAST KIRKLAND, WA 98034 SCHOOL DISTRICT.- ISSAQUAH SCHOOL D ISTRICT 411 CONTACT: RICHARD A. TOMK /NS, PE SHEET INDEX (4251 821 -8448 1 COVER SHEET / HORIZONTAL AND VERTICAL CONTROL TO V/C/NITY MAP NOT TO SCALE GEO TECH. ENGINEER: ASSOCIATED EARTH SCIENCES 2 COMPOSITE UTILITY AND EASEMENT PLAN 911 FIFTH AVENUE, SUITE 100 3 -4 SANITARY SEWER PLANS KIRKLAND, WA 98033 5 -8 SANITARY SEWER PROFILES CONTACT. KURT MERR /MAN 9 -10 SANITARY SEWER DETAILS AND NOTES (425) 827 -7701 Dd1LliDN TESL SUPERVISOR. CAMWEST DEVELOPMENT, LLC LOC477ON OF EXIS71NG U77LI77ES SHOWN IS APPROXIMATE AND MAY NOT C/O AARON KOPET BE ACCURATE OR ALL INCLUSIVE IT IS THE CONTRACTOR'S 9720 NE 120TH PLACE S=345 I 0 I PROLE IDINGITY 7O FIELD VERIFY LOCATION OF C LL 1- PRIOR - SU /TE 100 PROCEEDING WITH CONS7RUC710N. YOU MUST CALL 1- 800 - 424 -5555 KIRKLAND, WA 98034 NOT LESS THAN 2 FULL BUSINESS DAYS BEFORE BEGINNING EXCAVA7701V /425/ 241 -8711 WHERE ANY UNDERGROUND U77LI77ES MAYBE LOCATED. FAILURE TO DO SO COULD MEAN BEARING SUBSTAN77AL REPAIR COSTS CITY OF RENTON Approved b}�� /a� <s�/ Dater Approved by: Date: Approved by: Date: Approved by: Date: 2012 TRIAD ASSOCIATES 1� TRLAD ASSOCIATES 12112 115th Ave. NE KiAlantl, WA 98034 -6923 425.821.8448 425.821.3481 fax 800.488.0756 toll free w .tdadassoclaesnet Lu Z O O 2 � y O � � 3 _ J S Ix V O O J O 2 J 3 0 O V 2 v+ 0 a ti U f� e �0 It b § $ ti I{z� I1z5$ itz S S 3 S i S S G RICHARD A. 7a11K/NS PE PROJECT MANAGER MARKS HARRISCL PLS PROJECT SURVEYOR RICHARD A TOMKIIS PE PROJECT ENGINEER J77ERYL COX ASLA PRWECI LANDSCAPE ARCHIT&Cf FIRST SOBRFITAL DATE: 7127107 SCAIE: 110313.:1' 100' TW.:N /A PEER Rimm T091 mArr, PE 12/19/11 ►�5t,2- ff w NOT Yam UNLESS SIGNED AND DATED JOB NO. 01 -047 3BBBT N0. 1OF 10 s- 35/0( { 1 { �l 15 j LEGAL DESCRIPTION BENCHMARK's jj PARCEL 11 1'= 1,000' LOT A OF KING COUNTY BOUNDARY ONE ADJUSTMENT NO. AL L04LOO55, RECORDED UNDER RECORDING NO. 20041223900005, RECORDS OF KING COUNTY, WASHINGTON. SITUATE IN THE COUNTY OF KING, STATE OF WASHINGTON. PARCEL /2 L 1 ( LOT A OF KING COUNTY BOUNDARY ONE ADJUSTMENT NO. 1 L04L0055, RECORDED UNDER RECORDING NO 20041223900005, RECORDS OF KING COUNTY, WASHINGTON. SITUATE IN THE COUNTY OF KING, STATE OF WASHINGTON. HORIZONTAL DATUM HORIZONTAL NAD 83191 . _ VERTICAL DATUM VERTICAL– NAVD 88 BENCHMARK AND DATUM CITY OF RENTON SURVEY CONTROL NETWORK 1 �- - ......_ �... MONUMENT ,y IN 3 1/2' DOMED SURFACE MONUMENT FOUND ot AT THE CORNER OF HE 47H STREET(SE 128TH ST.) AND 1407H AVE SE CITY OF RENTON SURVEY CONTROL NETWORK MONUMENT 21852 ' 3" BRASS SURFACE MONUMENT FOUND AT THE CORNER OF NE 4TH S77MET(SE 1287H ST.) AND 148TH AVE SE 7 -- IBM A' SET RR SPIKE IN W. FACE OF WOOD POST 1.0' ABOVE GRADE 15't SOUTH OF SW CDR OF PARCEL #1 io � EL.= 449.78 E 78M W TOP OF 4"X4° GONG MONUMENT BRASS DISC AND PUNCH ' AT T PROPERTY OPERTY CORNER 295E SOUTH i TRACT A EL-519,13 WEST SIDE 148TH AVE SE. OO+PEN SPACE BASIS OF BEARING 120 TH- HORIZ. HAD 83191 CITY OF RENTON CPS CONTROL NETWORK HOLDING CITY OF ST RENTON MONUMENTS C.O.R.#{7851(BASE PO /NT) AND C.O.R.J1852 THE FIELD MEASUREMENTS FOR THIS TOPOGRAPHIC SURVEY WERE j) F0IIVO 00NGPETE OBTAINED U77LI21NG GLOBAL POS/RONING SYSTEM (GPS) SURVEY I MLWIAIENT IN CASE TECHNIQUES USING LEICA SR 9500 EQUIPMENT. ( w/2 EAD D15C AND TAG( DEN. 1.5' COORDINATES ASSOCIATED WITH THIS DRAWING ARE PROJECT COORDINATES MICH MAY BE CONVERTED TO STATE PLANE GRID COORDINATES BY SUSTRACRNG 100,000 METERS (328,083.3333 i FEET), THEN MULTIPLYING BY THE AVERAGE COMBINED FACTOR 9I OF (0.9999823034), THE INITIAL COORDINATE CONVERSION WAS TR�aCT IE 7L PERFORMED USING 774E LEICA SKI –PRO PROGRAM VERSION 2.0 1 1 II) 2000. 1 01NTj USE DRIVEWAY # %RAT FJ _ .__.._.. _ _ _ U7�LITY € ( P a4h "dl ` OPEN SPACE PR /MARY CONTROL POINTS AND ACCESSIBLE MONUMENT POSITIONS { t i RECRFA110�V ? f� WERE FIELD MEASURED UTILIZING GLOBAL POSITIONING SYSTEM p t ( jl (GPS) SURVEY TECHNIQUES USING LEICA SR 9500 EQUIPMENT. PROJECT INFORMA TION MONUMENT POSITIONS THAT WERE NOT DIRECTLY OBSERVED USING 6i GPS SURVEY TECHNIQUES LECTRO WERE RED INTO THE CONTROL POINTS URLIZ/R LEICA ELECTRONIC TOTAL STATIONS FOR THE PROJECT DEVELOPER: CAMWEST DEVELOPMENT, LLC MEASUREMENT E BOTH ANGLES AND DISTANCES THIS SURVEY 9720 NE 120TH PLACE, MEETS OR EXCEEDS IH£ STANDARDS SET BY WAC 332 -130 090. SUITE 100 UTILITY PURVEYORS KIRKLAND, WA 98034 SANITARY SEWER: CITY OF RENTON CONTACT. BRUCE KNOWLTON WATER: WATER DISTRICT NO. 90 (425) 825 -1955 FIRE.• CITY OF RENTON DISTRICT 35 TELEPHONE.• OWEST ENGINEER /SURVEYOR: TR /AD ASSOC /AYES POWER: PUGET SOUND ENERGY NATURAL GAS PUGET SOUND ENERGY 12112 115TH AVE HE CABLE I. V: COMCAST KIRKLAND, WA 98034 SCHOOL DISTRICT.- ISSAQUAH SCHOOL D ISTRICT 411 CONTACT: RICHARD A. TOMK /NS, PE SHEET INDEX (4251 821 -8448 1 COVER SHEET / HORIZONTAL AND VERTICAL CONTROL TO V/C/NITY MAP NOT TO SCALE GEO TECH. ENGINEER: ASSOCIATED EARTH SCIENCES 2 COMPOSITE UTILITY AND EASEMENT PLAN 911 FIFTH AVENUE, SUITE 100 3 -4 SANITARY SEWER PLANS KIRKLAND, WA 98033 5 -8 SANITARY SEWER PROFILES CONTACT. KURT MERR /MAN 9 -10 SANITARY SEWER DETAILS AND NOTES (425) 827 -7701 Dd1LliDN TESL SUPERVISOR. CAMWEST DEVELOPMENT, LLC LOC477ON OF EXIS71NG U77LI77ES SHOWN IS APPROXIMATE AND MAY NOT C/O AARON KOPET BE ACCURATE OR ALL INCLUSIVE IT IS THE CONTRACTOR'S 9720 NE 120TH PLACE S=345 I 0 I PROLE IDINGITY 7O FIELD VERIFY LOCATION OF C LL 1- PRIOR - SU /TE 100 PROCEEDING WITH CONS7RUC710N. YOU MUST CALL 1- 800 - 424 -5555 KIRKLAND, WA 98034 NOT LESS THAN 2 FULL BUSINESS DAYS BEFORE BEGINNING EXCAVA7701V /425/ 241 -8711 WHERE ANY UNDERGROUND U77LI77ES MAYBE LOCATED. FAILURE TO DO SO COULD MEAN BEARING SUBSTAN77AL REPAIR COSTS CITY OF RENTON Approved b}�� /a� <s�/ Dater Approved by: Date: Approved by: Date: Approved by: Date: 2012 TRIAD ASSOCIATES 1� TRLAD ASSOCIATES 12112 115th Ave. NE KiAlantl, WA 98034 -6923 425.821.8448 425.821.3481 fax 800.488.0756 toll free w .tdadassoclaesnet Lu Z O O 2 � y O � � 3 _ J S Ix V O O J O 2 J 3 0 O V 2 v+ 0 a ti U f� e �0 It b § $ ti I{z� I1z5$ itz S S 3 S i S S G RICHARD A. 7a11K/NS PE PROJECT MANAGER MARKS HARRISCL PLS PROJECT SURVEYOR RICHARD A TOMKIIS PE PROJECT ENGINEER J77ERYL COX ASLA PRWECI LANDSCAPE ARCHIT&Cf FIRST SOBRFITAL DATE: 7127107 SCAIE: 110313.:1' 100' TW.:N /A PEER Rimm T091 mArr, PE 12/19/11 ►�5t,2- ff w NOT Yam UNLESS SIGNED AND DATED JOB NO. 01 -047 3BBBT N0. 1OF 10 s- 35/0( U i 0 G I W � z 0 W 0 rK 0 z E o 0 W W y H rzr, V W 99� r � r z B 3� o w' 1111110 I,,,,1M. 10,11,E 6 z POR OF THE NE 1/4 OF THE SE 1/4 & - i� 1023069358 1 1023058358 1023058358 11D23059357 9211017R -1 . .......__ ......../ .... 921101TR -G _ fN 9211010930 1 MANHOLE J EDCEWOOD 1 I w w w .4 w w � � � m w/ • / D/Y181ON 3 `„ ..— %R�>,i.T K+,— � � 30' 9211010940 j o SENSITIVE AREA e p CB 46 -° _ 1 921 ]010950 1 "' WETLAND 'F°i w I 921101TR —A ? 1 k m ( w w w -- I r` 18" SD ca 45 9211010740 r 9211010950 CB S'SWH 1 3- - - - - -- 3 .1 9217010730 � 9211010970 �; I;} � — u I i Pe 30" sD INTA 45A IX / 26 2,5 24 23 22 21 20 EA 1 T 9211010980 [ /% —e \� 27 CB 5 CB 4 (CB 9211010720 , 20• _. i EASEMENT -- __ - -, TRACT D� v 1 s 92 1 1010990 ®- OPEN SPACE IV 9211010710 ii 2 \ CB 6 " t tI# I((� 921 101 1000 9211010700 TRACT H 2a' SD l' t RECREA770N t .......... .......... 9211011010 t . ,9`7!1i �9AINa�a'�t1 r QPEN PACE,I,)...... lI Y 9211010590 ,..�.�..._ ... ...i1�>s 7" ,d�i"i41`1'd _... ......___� 1 9211011020 �� DRAINAGE EASEMENT "" I CB 7 I �' szllouo3o j / %I 28 t 18' SD - I 92110 ] 2305TR -� `� N'�' -i' `" I / SSMH 8 ✓,r'``f WE...TLAND� "B" // i� 29 CB 12 921 1010660 t �' "'� . —": / C _ 0293810470 O 0293810150 0 0293810]60, rn 921101036011. 9211010350 9211010340 l JO 15' SD WETLAND. / ; 8° SS W' A ' 7RACT F` — — � \ w� SENS177VE AREA �`. \ 31 CB 13 o � / 1 \ 12" SD 1 TLANO a I I I CB 14 N 33 LD i 34 ' r 50' HEkAND' � I � I f I ' 36 R A TRACT G °�� \ —�� \ 37 RECREATION ✓ v v- .) l \ 1 `i .I' / it i 12° w w / 1 18 ®r"-nmi—mic pr",Vm EG !'� 10, TWP. 23 N., RGE. 5 E., W.M. 1023050354 A® / 17 I 16 I 15 ss 12 11 10 1 0838100180 0638100220 03� tQ 1J aIZ EASEMENT } 3 CB 10 CB 18 CB 24 55MH 6 ' 8 s' I Ei 0638100215 CB 17 48 CB 19 �j 63 RE REA710N/ ° I j CB 19A 2 CB 30 I I1 r to' °R acE i� OPEN SPACE 49 sD 1 I { I B 13A I 1 73 64 12" SD • EASEMENT (TYP) 1 j SMH 9 47 50 W I C8 20 a° ss 16 X11 C8 410021 z I CB 20A CB 31 I� - 5 1 SSMH 16 55MH 10 46 51 72 65 2 1 111 Q CB MA 5 /MVO srwt I I ( SSWH 18 4 4 i1SEAfEN ) 52 Y ( 71 66 I ; t1F '• \ I 1 I 3 {E 53 ti a "ss70 67 m ssAIH7 E i os3Hloozfo 44 TRACT A a °ss 43 CS 21 CB 21A 68 L CB 32 1 1 : #. OPEN SPACE SSMH 11 54 a' wA 69 SSMH 22 a" WA 12° s0 NE 8 ST 2 55 — _ - -- 1 SE 120TH ST CB a" ss 41 I I C56 SSUH 20 — 33ss 1' �j! 1123059038 lo, IN H 21 I / ` t 1 i CB iBA 23 SDEWAU! SFNEN 161 l \ t 40 J 57 (Tw) 58 59 1123059053 1 1 TRACT E i�� 1 II ' � H 17 °KAAVACE EASEMENT JOINT USE DRIVEWAY/ OPEN SPACE/ 1 CTyp? RCO71J UFITY I I I 1 jDECAAFFY PARK ( j { 1023059369 -- — — — j �1z3ossoea a NE 4TH ST SCALE: 1"= 80' 0 40 80 160 5- 345102 TRIAD ASSOCIATES _- 12112 115th Ave. NE Kirkland, WA 98034 -6923 425.821.8448 425.821.3481 fax 800.488.0156 toll free w Adadassociatesnet 4 0 2 ! y L C Ly 3 y W 0 X 10 v Q W o Z V ti V �o � 2 V r 0 l k@ ea RICHARD A. TQYIONS PE PROIECr MANAGER MARK S HARRISON PLS PRNECr SORFEYOR IMARD A I MKINS PE PR=cr ENGMM "MY LASIA PRO7ECr LANDSCAPE ARCBTIM FIRST SOBMI9TAL DATE: 7127107 SCALE: HDREL- 1 a80' VW MIA PRRR REVMW.. TOM MATT, PE 12/13/11 ► CITY OF RENTON Approved Date: �Z- STAMP NOT VAUD D _I UNL SIGNED AND DATED Approved by Date: &/ w1 L JOB No. 01 -047 Approved by: Date: SB&6T N0. ZOF 10 Approved by: Date: ®2012 TRIAD ASSOCIATES U z sS i O I m I h 0 o' N rc pN O Yh p nn �O �O O �e 20 eye Y ^r Z 3 O V / rK z O at- W z O V Q o W � Z N 00 HA=1 W f--I c•1 r Y 2 � 71 's s o TO: � Z 0 1n I /£/449.32 i l P�p Q,i r 4810 N r� J it ii n�i /E 45036 1 r r *31 i I •'I I 1�1�\I r I'I rl Ili PAD EIZ i..' irTP 454.4 1 I \\ I `1 tl I !I 1 J it it P EL I 451. . w ^✓ w /' It / 1 1} 1 i t Iw 1L 1 0 1 b It i� l tl 7,D 1;t 1 O I '' P I i t j'. I v I ?• 1 r II d i l l }I I I 9*34 V i 11 I w w w1 I ,I ( I I PAD, E1.. I 1 I 11 4590 w w 1 i iiI iti i \ I I IiI ti IE`I51.914 II 50 IBUFFER w•, ,. /I i I i I •I PAD EL i 4 w BUFFER r 4 4 If II i ai rl I I n 111 � 'k36 .• '� r� I___ 1'`R'`1 \`t `1,r� PAD EL '' ° B to d -�� m WETLAND v �.'^v VA ' `� 11AI v B /E( *37 7 ' I TffAC7" F ��, y SNSI _ 4 a r I ! </ r iiI i 1{ J / r POR OF THE NE 1/4 OF THE SE 1/4 & THE SE 1/4 OF THE NE 1/4, ALL IN SEC. 10, TWP. 23 N., RGE. 5 E., W.M. MATgyUHE 6 f -aEET 4 MAMHUNE 6 +29.62, MATCHUNE 16 +50, SEE SHEET 4 SEE SHEET 4 711 r l t ri- --------------------- ACT Cr ` ,, I' I ,1 r { I. j , I r_ & . r I i it III IA i, blr r LF,- �- •� r i. REQREA ON1,OP N SPACE ill i i, "� i rli i i i" g jg /E 7774. S - j -'- ___ ____ I � i. °- ----------- - - --- � � 1 � MATriHUNE 13 +00, 'J 11 1 N //t (: ¢. �-,� / i ! i I P EL YI i'I �j( , 4 w 1 +0/- -r = (-F; rr J _ .1 ___ _ r l SEE .SHEET 4 i 1 i; i t PAD I ,I 7 I i I t lr F %PA6 CULVERT 112 lE CONE 6 1E 503.87 �64 *73 6 .tl : I �'. EX EJB LP SGR5 r 1. I 1885 irrl 1501.5 1 r d.� } r8 /E I61.02,r j I W I r r I r- - -..f0' PRIVATE STORM DRAINAGE c B IE ,451.21 it i I i ' y Iii - "5p4 i' r: i I A D�P(/BUC UWLITY EASEMENT i I !I` a7 V r ' € l Q .'1' l j , r _ I - �le-_ TYP) Ij I j;. I ?{ Ex PPT w UNDERGROUND ' <�'{ i' ' ' f •? 4680 i i �t�i I 1 ___ _- _____ID CONDUIT I i % r 1 P p r l 1 +s0 39 LF. / i i it46. 29 LF. I' �� "+Cw- 1+ 39 LF C5 P� i .� 'I 7 ;€ IJ fy y +� I __ __J___ _ -_ % 1 1 r , r i / 1 ® 6 /f "' B 5454 i 6 /E 497.85 8 /E 49802 ii . Ii Y J 11` • f -= _- ______________ + L 1 7� 0- _ EX. END OF GAS LINE i 1 f {f t .. !EX CULVERT -- '7 37 L. r I ,r 1 I 1 I I 72 III PAD d �, :� i �- } I 'I 1 °i j 2" IE CPT 506.65 } rr ? 6 f IE 457.45 r 146 i1 i i k 1 ,f 1 +as 29 L � �. ' . { �� 7 W I i I o I 50A0 6,A''„*Q` v, ' I } B A r } ( € ir1 I ih r , , 6 /E 484.x4 \ - I 1 < i�i a 'i 7 it yj/ 0600 ^t r� ryr1 ?' •-- PAD EL 1111 `I }VI li' ! i I (mom 491.8 IIIII mQ l .,l _ __56 +00� „7,00 A ;{ { {. 'i �VV� '}� I P ' 14687 II'o'I 11'41 Iom,,{ 1 i. ' ssuk 18 _ 7 i` GRADE' } r: ! /I.I I IQI 1 I i i{ I I h _~ 6 /E 500.18 (((. 111111 11 5i PAD..- _ _______ ____ _ r ,_ __ * 4 1 ? .i IE"X..�WM :180.'+1 _ PAD EL I I I I I r I { i i 1Q�Q_[.F. ('OB\ ` 501R° O -f0. 37 LF o / `i t� I I` I'II 1 6 /f ' j i B lE 501.09 '` --Ps { PROPOSED ; } _........ __. -... __.,...- r 4 DRIVEWAY TYP C EX CULVERT 61 IE ,x51.78 I 11 {'\ l 11 % Ii\ € ip+ '� j } ,.' i t EXISTING GROUND E i - -- {1Iq�I' j 72 /E CPT 50Z 62 t :. �' i � t � i • *45 i `yi`I 12`I \I\ ' ( 'B / Da;I �' I � ^ I � �1c 71 i I I i CONTOUR 7YP 1i. 4 1L W P EL i'i'I I) I\ \ t I Ii i io PAD EL r - E . WM V' \ \ t * I bl .. 4959 I * 66 e I t .,.. ! I 2 467.9 i I `\ `v I `Ii \ i � i� I f j t., i l � _ -. -50 " r V .. �•7 3! � .. 3 1 f }} E . MB'S � ,i >! I PROPoSfD I PAD , i r1 W _ j DRIVEWAY 7YP I I 507.3 1 ( AD FL 1 W I y i EX PPT W .k 1 - I I r P 509,0 1 zf } (' . .'! r ( i - -- - . LF<I j 1 I i i f 3 1 i a U() { , Q Z I6 / u i 1 { ( i F. _ < 7 ---•76. 3958 I , i, LF I € ----- ------ 4f { c_� Q O : 44 QrBO. 129 LF.1 1 I I I'. - t 8 /E 487.58 I r B lE 504.31 > 1'' { �� d7 k � I a � 0 +00. 39 LF. { IF I PAD EL 1 {8 /E 487.62 i I IT-� -I"-+- € '' : '7 `� 2 570 ' W } C 1 g, .,.9 •,47L2 R, ID i ii I , '' i j P i� 67 f s lE 505.08 {jF * 70 ,I IMp......... PAD EL z.: F 11 } �i PRCI= 3 +01 7 t g`¢PA 16 +6977 -8� T 72 i 6 E 551°0.5 5 P 1 1� { Z 0633 1003 J 0 1 ,1 i III :, -- 1 +16' 39 LF.� I I f, I ! /1=_ _i_____�> 1 l I, _ ,. .I € I - - ______� 1 I 1 _ _______________ }� I __r____ _� __1 1 _ 1 � � EDGE- OF EX ASPH. I' I, I F.r -_ * 1 X1.5 *66 19+2 PC = 3+ _ PC = 2 +1873 Ir I ,I PT - 5+12.88 5085 I PAD EL PT= 19 +62.16 KV ,�. ; EX CULVERT I��I � ' crtr %RACY A :� l� 1 I, I 12 IE CONC 570.88 I, [ h 511.1 < I l i'. `' ? \1 i :.[ i 1 I ';' : j I ,jADi Q, 'v !7 5+1 .98, LT i OPEN SPACE- x l < EX CULVERT 1 A' i l v 9 I F ':69 *i , i /NT 2 +51.54 NE 8TH ST 4�2. 1t �`• 79 +80.36 MT BAKE�`-N€ 4 1 -"'' -' ', � � r 72 /E CONC 510.19 e \ ;. ;: < •-'� e\ I I c 9. 1 44++84.11. 03 LT II IiI / 1 .,' I{ ...�. o \ { \k r M ' : I i -- > �I. -- lNT 4 +79.9 NE 8TH ST j i 1 +7 25YLF. RC - 2 +84.77 r ; fi ' X• I Ex INT 1 +00.00 NE 8TH ST -1" , n '' .'° i +00.00 TRACT:E .., X. E L i 1 I I Ii - 9 +99 99 NILE AVE NE \ .99 I � °`.. `ti •: PC = - ifI I, ,: }i II;I 11 /Ei 4927 711 3v 'v. ` *___ -' -__ t1 / ' t .. 2:. i ., �' I I� IR ; , i I IiI ¢�''. 11 � r I j 12 lE CONC 511.59 l - -- - _ EX SIGN f J I -SE 120TH ST 114" i t I .,r B. "• ,_ / t= N. I � PAD 1': :.' ,\ V 70 iI I I I PAD EL I f 1 er%5 I I .' " -• :r.h ' x.. cy \`_� _ � +Fr�"� 1 ..... - SE 720TH �E "GRAVEL 8 ro €..._ w v r'`• m 4 0 t ` `R r v 4801 I IIt P Fl. i I '� PAD EL i :.,. , _ , . L ,. -, EX -GP _ ._.. }. 'Bk, PP ? EX CB 8377 I I 1 i I 50L0 II ,.> i I 1 %� ,... -` EX GA'S } .r,: -fOP 573.23 ®I "-SFEIPR ... -_Z-_ CI I }. ti R -'. 1 5 _-- T2' EE CONC`51D.72 N'.__ _.._. ;SME� �.-7 }. .. ....- ` 12" IE CONC 510.76 S 124 LF.��s �' \ ® _ - I i i 2° lE CONC 570.87 E 45291,1 � `{E' I;i R' li N •�,• `Pj� 1 +21� +7 .,. .r• ,,,. I -, "\r 71?ACTB I , iSx Me's I l l it 11 1 1 1, t \} \ D.+ LF. I :I t ' � .. {. %EX. WOOD FENCE 9 n1 �. PAD'EL i *156 { I l (- r W CONC BLOCK PAD 141µi d'' 4717, !3 I t +32 1 4. i L + 7.92 .50 RT r cj I i AQ RECREaATION �i , Posrs DEL I I I I I It 'l; 8.2 I I r r I P� ELI r I Ti. � 7. I { ` OL7 39 GF. 1 I i I r I I h' Pei- rI 7� } Iii l 514.446 III l i x � } o I ' ` 1 I I 8 at 50218 12' IE CONC 51 �� Ex. c VERr 1.64 N 12 IE CONC 512.52 �� 12" IE CONC 517.56 S 1E:453. it 1 4 J i 1 Fi ,, j ,L. AQ x I TRACT E EX GRAVEL i psi � `1 i t t 's /1 =I I:ti 40 `. lh. 9\ Ii. I I i? ' EX CULVERT 2.3OTJ 903a 1 0I © 6 . t9, I ✓0/NT'USE - .I 9 DRIVEWAY * 5 60 3 fit 62 \ EX Me 1z� le OGNC s12 3s., -.- .._., 7& i I i �h� 478:! i.'; PAD Q. i t `i j•. I a(. i PAD Q, i PAO EL J L.- PAD EL ` I .. j EX 7R ..._..,. _ „_ 5611 h .. EX. BROKEN CONC �`,.I i'..,i i i P4�880 'i PAD i 15100 1; (\ PAD - 514.0 5031 f 1 J/ 515,0 I EX, WM EX CULVERT 't , i - -_ 12 /E CO C 513.00 "C. I \ .._ ., I N - -- _ SSWN 17 , 1- --- - -- - -1 Ma �- - -- - - ---- 8+ .00 7.00 LT 1 '..�X T TO ROAD i >`� ! � � O j I µ t ^ f •.. ,. �? ' i � r` t ! 7 f� � � I I d �' i ; Z'. � SEWER INSTALlADON I-sso, 5� -• III -> I j• 113309033 II l ^ EL EX SSMH i j - S - RIM 465.24 ll 1 (( ( I GRAD � I � � 6° (lN -W) (DUT 4L. �.. ._ -._ ...._._ _....... CTR CHANNEL 458s59 p } i i { �� EX. TMH DEW-ANEY1 PARK 4 1 1230590 8 (� ry G r� ! 'EX. CULVERT t � � -•.. r.._-2 i �I X10 230' 9333 +-P 12" IE CMP 514.05 T I � ! � ,( €. I ..,.,.�.... f EXI II EX. WM r - _ ®_______________ -- i- „__._._... }m. EX CULVERT F f - _ _ -' _ -' ® ®- i lE CONC. 514.09 SCALE: 1" = 40' . _.._ _ ----- _ ....... _..__ �... _ ._- _.._._ (I"n°a t 112 ............ ..._.. __........ -.., _.. _... ......_ __.._ _- - t 5__t ---tz' EX. SSMH 0 20 40 80 NE 7TH PL _ EX MB . __ ._._ _......._... -_ -. _- ...- ...- .. -... -- - -77 7 , I NOTE.' *LOTS 29 -39: FROND£ BACK WATER VALVES aJ S/DE SE S=345 '�( - CITY OF RENTON INSTALLED AT LOWER PAD LEVEL SEE D£TA/L SHEET 9. I T zu / •1A� Approved by: 4- e J� Date: 1 "5 Tam Approved bX�2, c/ Date: G Approved by: Date: Approved by: Date: TRIAD ASSOCIATES 12112 11 5th Ave. NE Kirkland, WA 980346923 425.821.8448 425.821 3481 fax 800,488.0756 toll free www.tdadassociates.oet Lu 2 2 s O Q Lu v, 4 c 4 W � 3 S. N., W W O 30 2 � Z y Q 41 2 v OC i Q I� W 1 v S, Ih di a 1 z m 12 12 12 4 12 z� m� 12 1 s 1 $ RRbb�m -Ms Rrc/lA6o A 7pNONS PE PRW&CT MANAGER MARK S HARP750N, PLS PRWECT SURVEYOR FMARD A TONKINS PE PFMECT ENGDIE®t :EFFERY L COI( ASLA PROHiCT LANDSCAPE ARCMTECI FIRST SUBMITTAL DATE: 7127107 SCALE: H0m.:1 =40' Hu.:N /A PEER EMU. TOM MATT, PE 12/12/11 t5ki2 -- STAMP NOT VALID UNLESS SIGNED AND DATED JOB NO. 01-047 SHEET' NO. 3OF 10 TRIAD ASSOCIATES I I I I I I POR OF THE NE 1/4 OF THE SE 1/4 & THE SE 1/4 OF THE NE 1/4, ALL IN SEC. 10, TWP. 23 N., RGE. 5 E., W.M. ME 10TAF ST AC IAT ES �a I 4 `, " ;'-0.23059358 1 t I 'EX. SSM 10307 r _ } Z i J r r L'.. ? ;'• '.rye rry, ' II ? ' /M 46{7. 7` (\ �; 1 12712115th Ave. NE (y +�y•, /IyyIp r (') +� ry �•1 r� '10223059358' �� r1 ry �•1 "' "' ) ? `• C7?i CH NEL '451.95 ' r" EX, CB 7856 Kirklantl, WA 98034 -6923 1 0 2Z L `� J 3 `-i i7 � '1 'r-' 2 30 `� J 3 `� 8 \ TOP " l4 C.9 45725 N 425.821.8448 I t IN OU ,N CPP�45725 S 425,821.3481 fax _ .� ^ � 78 /E 800.488.0756 toll free �ry 8 E % X----- X- T -X-� -- �� °"_ w,. i A xiP t '. f �; t Q ?3ub9;3b4 \EX�ST�FXET" t 'A4K" 'v Wr A�� X OUTFACE \ Q _ www inadassociates net xl.�_X�� -Y� -' -X�� '�.� �t �._4 /E'C/SfP k59- 1(9"-` t t = EX 108 J0328 / /� �4 ..•It TOf l46CMP 95888E ( {N) V 7 .. 921 ,, _- °z GZ O \ f '`j •( ` .,, w w ® w w w w w w w w wi- j . _i w w � .,._.w w . �/ �,m w .,e , w w w _,w w w _ ,, :• w w w , 1 `.w K , .w w w .. .'€ . w w w w W " . "w w .✓ . sw w w w w .w w v Ny . w w w ' - / ' w w w w w w w v w w w ` ' w w .v :, ^w w / , w w w ''v . 'w w Yv - •,' ,w ,r' , , / w w WW ° -"' ' w w " .,..v ti./.- ' ""' . .w r w w w "w ' "" w w gy. '„ .".^. w m.w w6 . " _ ' .' " " _ / �w w w w „ - ... vv^_%." ..„ . . . ! w-W ._ .. .w w _ . .w � _ r .„._w w ._.,. . .. . ,.w ww _,. w .. . "v w ,. w - „w w w .., ,-. ' . . .?w x w w .. ,..._ ww ._ .._ ww .w . - _ ,w w- ' --✓ - • w w - , w -w .... w- w . -w w w.. / - . w ;, „, .. / w .. ' w w / y, ,.r �YYY / �" Y I � /_. .° . i- `i / �/ i � L/ j L/) i i D /' �"i// i /i� / h / i / / ii �/ �� // // f / / / :, ' / ^ N /. : r / , ' / / % i/: :�/ y .F .✓ :� ' .' / � : ::. '�, te . f,7" i r . :'S. G': ^ ' K 1 / -_".� � 7 \ :t. � I -.}1 � - -. �. `( ( .. _ /\E -X , - S 512 lE F , CO C 7 . 88 t , S_ � U-.T Lij C 5 M P 467A4 ._ 1. W l O 2 NC -458 8 4 E (IN EX SSMH 10375 1 CO OUT l CONO 458.84 NW 1 RIM 474.18 w t26 8 E, OUT 07R CH ANNEL 4 5 8.48 CB 7857 TYPE 11 48" (LOCATION AT CTR LID) { TOP 460.J7 12" 1ECPP 456.64 S XT 2" IE CONC 456.37 SW 12" lE CONC 46.64 SE -4;- Z 12' IE CONC 456.64 NE Z ® w w w w w w w w w wi w;'w w. w ,'w,' w w w w w w '/ ' /,I, / / / /I• / /.: '-,• /'' / \ :'. •. ty I "' € i� 18" 1E CPP 45Z07 W \ ' r ,r -,_ ._........ .. / / ✓' / / / i / / / / .. ... / , 18': IE CMP 456.97 W OUT w w m w w w w w w,'/ ' ' ,d' w."w,rr w' w v^ w __ J "..'.. ... - -..._ 'y+/// / / / \\ \r (('��// � r " v/ w , .. ._ ._ - >� --. ... v � � '�� ,/6� � j � i/ / i -` I ..;/ 1 t`\ j \.� \ \ ? \t t \ r j F � �E ^ LJ_ °'" /' / v, -• w w - / LY, j Ek`. °ROCKIN HORSE �y O w w w w w w •. m•'- w w w w '^ w ,v ,ti w. w�- •.�„��" w w '/ "` - DA, NCE BARN /W U DMH 7863 TYPE 1148" O w w w w TRAGTKrS" ! w ;w a w,' w ,w y /> ` p4 / '/ /,.y L' i r`i' 7'i 1`1 1 111 E i D .... / /�'. s"�!i/ ... 19 1 I 1 t I (I ''1 1 •--1 :'s TOP 459.68 a -- o , v w w SfN$IiAVE AREA i W w w ,^' w w w ' w /- CONTOUR 7TP % _ /: �.: i` / Y' a h 1 r I . . t "" - , 1 I;� 1 14 /E CONC4453.60NE k r - / Frv. ..r. .�..r!'..... L' ; ./' /,/i' ifJ ` i .`:r ... I i iI I Ili I i ti ' I' I � 1 `1 -II I 1 I 14 " 3 �' 2° lE CMP 454.75 S ✓ w wt w Iw / �jyAO '.."= ri;- / / /i!i lnP'1I rjlr- (i11'ii I:.� �. W .. '/ 1 1 i 18" lE CMP 455;83 E X �' i /1 ! a i j� "" Lu J. I 1 1 (BRIG CONS7RUC770N) W 11 i�I w - - --- ' w --- s � _'''r -'-._ �1r5�• �� ,... / : � `f i I 1 l� " I �I `r.l. I 1 1 I:lb n r ^" w v w w � w 1w w r w r w w .'a. w w ° 'I i ± ..- •, .. / �% i ,." //V'L�T 1 j'I � 1 '� I j iI 1 j y �_� `� „'i'.'. % rr E w w v w ,p M •3 w, ' y w I w ;w r✓ 1v .''W w w „ ". ,,.r I r, ` 5�r' ,p,✓. y %,� /.. 11 11 k6 1 1 Iti 11111 I I 'I_;.: ' Q FIB) I� O ITT % OF REAi7fAV S =.>i1'78/ '' ; , /' ' :�.' , ^ / ;� i ? . ` 448_ .._ _... i .. ,. ..:4` i'X DEA%lON/ a ' r 'i1 ', 1 1 1 1 -,.f .r I! �1 .. .. r , :,i - / << .,./ A� 1 I b ` 1 1 7 /"1 i ' I ... 1` O w /'i w w w f1N'8''. /f"^{'1%'�' w w ,,' w rw vs �, v !' t r 1 ; r ...: ✓ ^,°:. �:.�.. �'i -_ i %,s y ECR /10,7 O w r w ON CTOR TOPp� w %'•. /_,�- i,€ ;rr ..., ",,.; -::: rr...,,A1.,�-i „- \Jy�'.,,_ '' j [� _ a AND FIELD V6eRIFY __; /CONIRA�TIYR: SEC" �' 8 " -SEW£R<STUB`EGEVMWON w w, w l r:l r "' ` ..-d " , / , t ' ./ ,� ... _ _.... ' 7 .- - L Sm345 NOTE 1 TAN RD PRIOR 7O CO STgU fiNG .. r . '� ,,. ,.....- ^' " " % /" "' .r "' i. %/ :::: t . \' "r /y... EX CB 7880 r /. r.; ...... \ I TOP 47182, 7 w DA w w w Cs w w w ., r 1 ir' _ _ _448- - _ ',/ '...) / , r�1 NOTE 161ON SHEET .SEWER °SYS __ ._.. ., r'"�i' /" / ," .,. / r ,,,. /�/ r ... -' 1.. 1 t _ __ _-_ -'�• -r'_.i' / / / -. /i i' / �Y / d V A �I - l __ __ - - - _ __ /E S ., w ", w .. v "w .. 9 FBR INTAGLA'7IdV., ` ..�"' r ' r .,. ..,. / .'�,...'" ,-. i' •' � i ,�: ': 1 1\ .r..\ .. -450 -1-" : ' � - .. t t �� -- '- .. -_ --'" /i i ' /i / 121'lE CMP 46A,62 ,- ,` W - ''^ _-'452 _ r NN ,,,,.. � - __ - __ /� / .. 43p ' ` ` .�. ._-- 454- __ 1_ -- - � i / / - _ - -_�� `�` -� 46_0_r -•r %'�,, / i I .. r / 5 54,- r� .- a'` / %� �� °- I o., -- a-- � �.a _ W.. � ;:-` is I I � � + Sjlj T.a SHEET 9 .-_„ - . ,, ,,....., r _7- 56` ''.I rt6 ...._ ,17 ( I 'ss .-G1T_ N 512346.8647 r r .,''" ",.✓ ./, , /f � �. � , "a " I �� ,I.I. ° I � � �i E11643956 98g21 :- ,� _; '' k�0 ,' y,' / ' I 1� {23 # ;' 22 l l l �`.21 `_ i l i t 462 ,._ ,/......... ,; �'rG l t , I ..1'.. L r SET PR6dSSED .i " 1' nh " *19 _r1` _. t8. �, - -. .. 17 :.. I6 r� 00 y /g R ( O;V °. 712. ' �I %2Q J 2'PAD nr $381 1 JIC 2Y ' 24 I Pi1D d PAO d 1 PAO r P d _... I'1 _ "Y v r 4824 I it 457.0 1 1" � ' PAD d 0.. ,_ L,I ..._ _ PAD..d - . _ P d �' PAD '� , K 4 r1 .. ... �/� y�� W INSTALL SEWER MH I t i /t�5"'.. 2 P91D .r t P� r P/t0 d PAO d ® i� a I ,. �. "- .A,7A ` r 1 ' _........... L: 4 �7ARREfFFOSiA) I r r, r r/i ° 447.0 r I f48B.T t' ` � I a.i i 5 i _�. 46&5 - ... _ 4235 / - S70 OR 404.2 ;/so• 1 it ,� i ' r 0 r I4 ' 48&8 459,0 f$- " , I - H3 ` III i1 _Y. I I I '_'.I ... ,11 k'y' 3 :, "t 1! EX CB 78 ' "• ~ r SHEET 9 `B. lig , I it 6 _lE_ A.31`J i 486_77 ..i. "7 ?r� PRIJPOSED I 10+9365, �' h I l )/ 6."-/E 70.27 3 +21.76, .. / r r .'.� a TOPE 0 99 „ : � • � ., , 1 tt ____U�, /. , I 6 � -47240 ,,a, '�: 1 a 8;h78.38, 3.OSf RT..'6 _/E_' 4.51 �Ii 7211E CMP 481.99 -N ; $ $ / lE CMP 'i 2310 LT 391- .' - __ </ A- / �-: ' -.. _w ✓•i' - _}.q5 '�..� , , �7 .. - _ - __ -_ -_ /f 44 6 / 449. I 6 IE 450.30 � 6 /E 458.88 _- t •464 - -- 'i y / >;.. .. ;7f _� ' -474- a _._ ° - -_' i i ,I. 'F EX UTP r ... ,_. SCALE: 1�I ° 4�r ' ..' \� \Qp�$_(,gI 0 20 40 BD m D • \ \ 1 < / .�_ -- r 1 1 .I/ r I 4 0 I I 1 '� _ 486 '� ___ o $ n w ,. w wl ,v / \` t\ tvtt a \ I� � I � / -_ f 4 .8. I I , I 4785 •I I PAD f r �. . . � �- 6- t C t w 8+7231w 182.OY' LT r t gin\ t t € 48Y .. „rz - r II. I 5 / EX WV w - Aa EL .. 2 n w 5 $ ° .Q a t3 a N g i Y o a n 1z x v ¢ ? 4Ia J . a m o .c - ./ ...__ w t w w w w w w w i / \ r _t , l i (w w w w _w w / .� . .° ,r ' I w w w w w "� :„ ` _ L . w m w Yw _O r _ r N - / yw w w w w S ' t .N . Rr S A v w w '�/Vr mE � w " w s % J� T , K ✓ tD :w r N f I �E.0rI G S' w: l E r C/ r MWCHOu i � �� 4: t \ { r y ' / S /! / '1 / / 't rr ." t /% / ,( I \ /� \r r r\ i f ' /, t / \ / / % . (� r \ t ,r r t . t / \ r /t \ , / /t 4 ' t r , \ /' } % t \ r j re iI I Ay t t i \ \ + r %A / '' � \ r r ; t t I I ` r � 'r \ I \ t v e € t ; .' t y "', t . - a . > � /i ( ! / ! I ; t / r r v �}T t t ! 1 t • ' t r r iI ty i ..',; \ . :. :. . / I > , t ? t r I , / .'. ,- t r ' I P t 6 q r C 7 *„, 8.._- = ,r' 1 e _ 8. . „ . hb ..� :.8 - .� , .� %.25".56.s , ._' l ) "F ' ' Mr6 +2.88 4E 7S3 ..._ 4d..O +_ -_8_ D ._- ' , . .. . 7° l.6 ,i• ' " . . ,_ ... _ . . a � P r* A .D.," ..d4�86 I " ' ... " e \ r . t >: t. a L, / ' ��t I / .' r / ' { � ' l , a a '. 81.25 k_ . -_a �6 PP / AA 1D D £1✓ 1 'd i d . [ . k fEX. GR,.' . A VclE E - L C CP MPP - 448 ,866. NOTE. AWMNT Ex. cutERr "as 5 PROVIDE BACK W ATER A RVALVES E/ = 11 1 ORSPA T USE ORIW Y TILT 70 ON SIDE SENER INSTALLED AT LOWER PAD LEEL SEE DETAIL SHEET 9. E 47714 /14 13 6" 6' ME 9 H S7 MAINTAIN A MINIMUM SE? ASPHAL t APRON( {,t - do PAE RDUND sSMHw w w AND, BETWEN THE SANITARY SEWER AND S70RM R = z 3C AT HE ±BACK OF 4ss77 � AND 10' BETWEEN THE SANITARY SEWER AND WATER. 1 ` , ( 1 i[ z SDEWANK =; ' ni 4 { z *85,,46 - ' x: - _ 00100240 - -RACT % d f /E1 +7F L i aa AHL�K� KS < 0 u&+ o 3 K� K S n A � m g 3 m< s 2k i ' w . N S .c 3 4� 1S � m ^ k Pt o E r IBBS L075 7-8. 11 -13, 1 PAD EL - 9 -21. 23-27, 48 63 74 -81. PRW&7 imam o d RECREATION OR / a 0 I PAD 4589 ;k88 LJ, ' . L8 __--- - - 83 -85, 87 -90 REQURBWTER MAW S HMMSOM P/s v I ' _ F _ A . - i ' * 90 ` j INSTALLED ON THE SIDE SEWER SEE DETAIL SWEET 9. PRWC RORROR 2H1 , PAD 91 RICAD IL OMMS P$ " a S E 11 NOTE' "FERY L COY ASLA _ EC PUMPS -- --- g L2 l/i0 PRWLT IANDRCAPR Aw R Cg S a M TECf ¢ BASEMENT BATHROOM SPFlC47TOAlS iALL B PROd` I i it PD4 SIR1IT1AL DATE: 71271 07 f ° 0 i r r NDED DURING HOME CONSTRUCTION BD®8:1t40' VEREW / A TRACT R % { i i .. _464 71VE'AR£A PADid ' t ALL PROPOSED SANITARY SEWER MANHOLES SHALL ,I ,. / I r III, u ' I I € CONTOUR Typ,_ _I y ; r I „ PEER EEVIEII: TOM MATT, PE 12/19/11 .']; 80 I I!I 9 I r I T LF iPAD d r EX CUC VERT r * 81 % *78 �� J6 "'_ _ � BE 48 � UNLESS OTHERWISE INDICATED. I I I `I A, -1 PAD d I t 4930 t r r 72 /E CONC 496.66 r s' / ��•' ' r' r// .: 4 I 1024 1 1 I -` r t I I 8 /E 98 I r p $ m / r1 , / �7' ,i / Eyr/ f PAD /` r ; PAD Q.. s .... _.. PAD d ... * 'k7$ : ,.'I !fi ', r " LS :. I I +8 ., r , 1088 -. _„ i i'i 476.8 4 0 i 4838 i r 4881... I 490.7 ___ ___ -__ r -11 , Ex DR H b ' r I• r t ., I N 6 IJ: 44749 l r ..Y " III // 1.1 I `hROPOSED/ ' .. -- 486 70' "PRIVATE STORM .,-' .'... ". P , ,' CAUTION I.y �'. a DRAINAGE ANO "PUBLICI _ �h %D / LL OF £X/S%lNG UDL/T/ES SHOWN IS gD A PO -R- % d` a I Nr•'7+ 3'58 r ,� , OrrawAr TED I r I s APPROXIMATE AND MAY NOT B£ ACCURATE OR ALL A y wea ...._ , I U71LlTY'EASEMENT i I ; Fr pd r :'hY EX UTP W� XFR -.., r ' �/ fir; ,�k18 .ri E, 7.601 t' t ...0+20..38... F` (TYPI 0 6� �' s +5:'12 r I / s lE 4s26o r" / 5a [ ',I. SINE IT IS THE CONTRACTOR'S y _ i / d I III ' R 1 6 / 45774 , 1 I ,/ 6 EF46.iJ5ii, ; / 6/ IE 1¢8.72 I i 6 /E 47S - .""I . -- _..... .._. 6 /E 486.;47-". "" '" , { tl o Aft d' I r PAD d YONS ' VE N elf 47831 .�' . r EX TMH RESPONSIBILITY TO FIELD bER /FY LOCA710W OF oa I,. _ NTzas6.06 NE BTH PL ; i �� ](702 UnU77ES PR /OR 70 PROCEEDING WfTH i 1585 ( _ -_ r I. I r 0 I l �7' t, . , -f_ - I 15 +82.22 MT RAKE PL N6' I EX. CULVERT CONSTRUCTION. YOU MUST CALL f -800 -424 -5555 C ,�i y' r 1 p 41 12" IE CMP 499.29 NOT LESS THAN 2 FULL BUSINESS DAYS BEFORE o z5e41 e - -=- AWCUT TO ROAD 4' d'018TEQ f a $ I r r ! r i F� i / • I I (( .' -.�' t 7 t .r � r , r .. ,..� . ".':.... ". ,.: .: , .:. .: '. - , 1 +90 39 F I I BEGINNING EXCAVATION WHERE ANY UNDERGROUND r T .1._ S a vp. /. L / 9 1870 r ` ''I N AREA OF SAN /TARY !O E A,,, U71UlIfS MAY BE LOCATED. FAILURE TO DO SO NAL r r r I ( -( - k' --•-- -I ' 1 -,y .. ! 7 - -L,.., y ..T._ 1 .... y / ... 6,}� i I WER INSTALLATION a X29' } I - SEE` r3 l ' "4 -' -'. ae SSMH 15 CIX/LD MfAN BEARING SUBSTAN77AL REPAIR COS7S mn ZO '` r.% /' � il' Y% Irr i l I y I �r .: 'y, \ r t ,; 2��_ ?.� / / ..®.. ,,.,.,... '3_. ....- r I .:Ii EX CULVERT r' r � ; 1 ,1 - \ ? \ ---�- _ � r 13 +86.55, T00 LT ; v oy to v m _ { / � /� 1. ; •ib .0 (( I I : I I ISL Q ° i ; t _." , � f• J'`r r r '/ I I f '_ �_ f � i � ii t : � -'i � 1 _, .r p... rr vt J yr,y ,_ 1 � .. n. - - Irr a r^^ ' y: .r �ua,•:...F,'°: v.� -e-.. 4: r _ivli -A. P✓': drr a �l ::f / - i / i ° - --: „ 1 7 / I • r t rl i r./ r'_- i ! ti T - - - t r / -__ 51 _ J 0 1 r �� )/ ti rrriilrl ,b Ori°?' -r?' r t i, ' t Irl rlrr / 3f ' I ✓a :� ..� �,. _ _ _ L.. ., 11 - : r 70' C/TY OF RENT r ` I r .1 t II /,�'. 55 +0302 5500 LT -I L�- lNT 4 +98.76 t I II/ .yCB 1 1 u f/ r a r - 6 +45. 2x64 LT PAD 1 i, fgE"87H PL • h MA PR`C = 5 +14 21 Y . E1 , 498 - - SSAfII SEWER EASEMENT 1 n VN 46.18 f'� I r°.rt r, 1 I � it NE � I t I I +J7 F 3 +3322, ..�i E r 71 r rp I '` - 9 +02.21 i , ; I\4� . 29 L :I oo� JIC 4$ lE 675. ` € 6 IE 48381 5.00' LT 1 8 /E 489.81 r r I 'n N lRAC %' Ci � i M BAKER AVE i I i i I 8 BEET } RECREA710N /OPEN SPACE r 'r / r rt r ' i o PAp d - v _.. 50 - --- - -> a°tl 4825 °' "BITE 478.02 ,ak 74`�I ,I -63� 75�ri ,.) i 1/ 7� 5p0..,w. PAD d PAL1 d g02 I r rry I r € lass „ I 49x7 MA HUNS - PAD EL g.,.- 0 8 +29.62 -- - -_ 16 +SU, Ji \161. 39 LF Sm:D 1 I to SEE SHEE rn --r ==== 6 /E 49323 MT BAKER AVE NE II , S7AIfP NOT VALID UNLESS SIGN® AND DAM TOR NO. 01 -047 Sf NO' 4 of 10 x z 3 .3 0 (SEE PROFILE, SHEET 7) MAT(,y>1 .POO SEE SH= 3 ®2012 TRIAD ASSOCIATES z_ x � Z 3 0 / V W n / z 0 0 0 z W Q W 0O �z Nw a � 0 0 r Y Z r til � Z 0 D Ej c� X a a a no w m o� 0 h$ No oM 0] 0 Z 0 D Ej c� no m o� h$ No oM ° u <� o zR Z 510 500 490 �� 470 m 450 440 POR OF THE NE 1/4 OF THE SE 1/4 & 10, TWP. 23 N., RGE. 5 E., W.M. 4 +00 3 +00 510 500 490 mm 470 460 '" 5- 345105 440 2 +06 CITY OF RENTON Approved by- // ele Date: J Z° Approved by I -A6 Date: O G Approved by: Date: Approved by: Date: 1� TRIAD A S S O C I ATE S 12112 115th Ave. NE KiMaod, WA 980346923 425.821.8448 425.821.3481 fax 800.488.0756 toll free ww .tnadassociates net Z LU O O H W 3 W aV 40 QZ yti � LU Z Q2 3 O ti Z i Q W z i � o \ q\ F RLMAND A. MOM P£ PROIECT MANAGER MARK S. HAR LW PLS PROM SURVEYOR '......... R6TIM A TLNWW PE PROIELT ENG—mm ''...... .EFFERY L LOX ASLA PROJECT LANDSCAPE ARCRTrECr FIST SUIDDTTAL DATE: 7127107 SCALE: eOMY =40' VW :Y -4' Pffii WW. TOM MATT, PE 12/19/11 I�5t12- STAMP NOT VALID UNLESS SIGNED AND DATED JOB NO. 01-047 SREET NO. 5OF 1 /O 02012 TRIAD ASSOCIATES I I I //''I R 2 a I w- no om �g NO O� �n �o e� k^S W � I— 470 z 3 0 �W V / 0 z 460 0 W � o W450 W ppjj OO a NW � cv r z 490 g o Q 111110 „'t'0 U. Z 0 N am hd:140 ►14 / �l / 4 & THE SE 1/4 OF THE NE 1/4, ALL NE / I i I I I I EXISTING GROUND FINISH GRADE 1 +00 2 +00 3 +00 4 +00 AT iROA0 M AT ROAD 7YP i 8' lE 445.06 (lN) 8° lE 44496 (OUT) �. 490 b ^ e 1� n M N b O ..:n b 5 +00 15 +00 V V 16 +00 17 +00 8 +00 18 +00 P hh 19 +00 i' :119 1� TRIAD ASSOCIATES 12112115th Ave. NE Kirkland, WA 98034 -6923 425.821.8448 425.821.3481 fax 800.488.0756 toll free w Anadassooiates.net I 3o g c — m 460 2 cc tu W W a 3 o Q LL Q 2 W + O m W _ _ w cr Lu a� O CC _.... _ W 1 _ e 450 Ly Z D 2� T� 8" PVC go0.02 i Q! ' RIM 462.67 W 6 IE 451.2) MATCH CROWS cc �Y 6 IE 451.10 (IN) Q 8-147 451.00 (OUT) � LL, V i Q 440 a NY tNp b0 N O IIII`` 10 +00 11 +00 520 W e A Es m� ti Y N+ i — NN !� RICHARD A. TCMXWS PE PROMT AUMGBR MARK S HAMWWM KS PRWECf SORVEYOR ......- "- ( 510 RICHARD A. 7OMWXS PE -,� PROM ENGMM ,IFFERY L COX, ASLA PBOJBUP LANDSCAPB ARCHM FIESP SUBMITTAL DATE: 7127107 SCALE: R00X -40' VW.: '64' PBBR RSMM. TOM MATT, PF 12/18/11 345106 500 JTON Date: I3 °L, Zvi STAIW NOT VALID UNLESS SIGNED AND DATED ® Date: JOB N0. 01-047 Date: SR86P NO. 60F 70 _ Date: TRIAD ASSOCIATES S m 9 a R ■ I W c n 0 "a m o� hg Na h e °o e�Y W z 3 50 G c / 0 0 z rK V / W wz 0 �z H W r Y Z g £� a o 1 ■11� ESSEN" Z 0 0 Z 520 510 500 490 mm 470 MR 9 +52 9 +00 5 +00 7 +00 6 +ov 5 +vv 4+00 stun z +UU 1 +UU 5- 345101 520 510 500 490 470 CITY OF RENTON Approved by: 4a dz n i— Date: 34, /3' Z'01 Approved b Date: /: Approved by: Date: Approved by: Date: I TRIAD ASSOCIATES 12112 115th Ave. NE Kirkland, WA 98034 -6923 425.821.8448 425.821.3481 fax 800.488.0756 toll free www.tnadassociates,net U O Z 2 !O! o° �� az o cc -LU Lu y� 4 Z Q � QW 3 O ZQ Q W m o X V� o ti V o�m. N N b RICHARD A. RMDONS PE PROJECr MANAGED MARK S HARRISOA; PLS PROJECT SURMOR RICHARD A TVWNS PE PROJECT ENGINM "MY L COX ASLI PROJECT LANDSCAPE ARM= — FIRST SUBMITTAL DATE: 7127107 SCALE: Bomar -40' vMI —+' PMR MM. TOM MATT, PE 12/19/11 1�5tk2- STAMP NOT VALID UNLMS SIGNED AND DATED JOB NO. 01 -047 ISHEET NO. 70F 10 02012 TRIAD ASSOCIATES I I I I cal- 34 7 0 G a I I ao �m mo N" O� \4 d Y ^1 c w == z 3 O V / I� z 0 w E f o o w W y E1- �..11 9 T F 1 V W � V' r TV O r z O N 450 muf 430 420 520 510 500 mug 7 +00 fS +UU 510 II-1 490 mm 9 +UU 7U +UU a4n 1 +00 2 +00 2 +79 77 +UU 7Z +UU 73 +UU 74 +UU 5- 345108 1� TRIAD ASSOCIATES 12112 115th Ave. NE Kirkland, WA 98034 -6923 520 425.821.8448 425.821.3481 fax 800 488.0756 toll free w Jrjadassoclatesnet 2 W ~ o Z It LL 510 W a �• 3 Qcc a O J Z W 3y W 500 2 O Q tV v, O 2 Q � 490 W y �s� m� ee - a m RICHARD A. TOMKINS PE PRmcr MANAGER MARK S. HAR PO PIS PlIMECf SURVEYOR RIGYIARD A TOMKINS PE PRIMM ENGROM "MY L COX ASLA PROTECT LANDSCAPE ARCRITECf ME SUM= DATE: 7 127107 SCALE: EMT.I "-40' CITY OF REENTON Approved by: X Date:13 � Approved by Date: /!L Approved by: Date: Approved by: Date: TRIAD PSBR UVIEII: TOM MATT, PE 12/19/11 t 1 t5tk2- STAMP NOT VALID UNLESS SIGN O AND DATED 70B NO. 01-047 SBEEI' NO. 8OF 10 C, L s 3*65t IF s W -_. 514.73 FL toy 9 +4a34 . _� C GROUND - -_,�.` -.,.... ` O ROAD ... -. , t... ......... ......... ."' _ . _ ........ � ... -. .- ......_ _.. ......- .. -.. ..._..- _..._.___ ... L OF ROAD END CAP ` �: �' `'� , O PROPOSED fLONUNE 8 "IE5 9 �'�' ��,��L 349;8• —�� f 2'-8" PVC ( P ILI S> 0 0 — S =0.0100 6 IM 51 8.42 � w �"^�. " lE 508.52 ( /N) � k � � � 08.42 OUT 'm 4 RIM 509.01 1E 501. 11 e" IE 501.01 (OUT � j \ ......_l.. ........ .. -.. -.... _.._.____._ _ -..... - -..... ..... .. -.._.. .. ........ ..... ............. ... .. ...... Ix. NILE AVENUE NE 15— RIM O,I14 SCALE: 1 " =40' H�ORIZ, 1 " =4' VERT 8" I 495.30 (IN) 8" I 495.20 (W7) i I Q SANG GROUND i FINISH GRADE T TI ROAD TIP PROPOSED FL (YP I q n n N V O 7 +00 fS +UU 510 II-1 490 mm 9 +UU 7U +UU a4n 1 +00 2 +00 2 +79 77 +UU 7Z +UU 73 +UU 74 +UU 5- 345108 1� TRIAD ASSOCIATES 12112 115th Ave. NE Kirkland, WA 98034 -6923 520 425.821.8448 425.821.3481 fax 800 488.0756 toll free w Jrjadassoclatesnet 2 W ~ o Z It LL 510 W a �• 3 Qcc a O J Z W 3y W 500 2 O Q tV v, O 2 Q � 490 W y �s� m� ee - a m RICHARD A. TOMKINS PE PRmcr MANAGER MARK S. HAR PO PIS PlIMECf SURVEYOR RIGYIARD A TOMKINS PE PRIMM ENGROM "MY L COX ASLA PROTECT LANDSCAPE ARCRITECf ME SUM= DATE: 7 127107 SCALE: EMT.I "-40' CITY OF REENTON Approved by: X Date:13 � Approved by Date: /!L Approved by: Date: Approved by: Date: TRIAD PSBR UVIEII: TOM MATT, PE 12/19/11 t 1 t5tk2- STAMP NOT VALID UNLESS SIGN O AND DATED 70B NO. 01-047 SBEEI' NO. 8OF 10 C, L s 3*65t IF R A v Y A E Ri W0 'A' Z x 3 0 'E' 48" MH 4B" 6" MIN. 5 "MIN / V) 21" I.D. 0 54" 8" MIN. 5.5" MIN. 24" MIN. 24" LD. 60" MH 60" 0 6" MIN. 42" MIN. 30" LD. 64mm1 L.L U) 0 c o W � i'a"I q H 00 HNw a UW O O [5 Y r z r 11 [v MANHOLE 6' FRAME AND COYER SEE STD. PLAN 40 24° ADJUSTMENT RINGS (2" MIN.) 12 " MAX. SEE NOTE 6 MORTAR JOINT(S) (3/8" MIN.) SEE NOTE 5 CONE (ECCENTRIC) RUBBER GASKETED JOINTS IN ACCORDANCE WITH ASTM C -443 •C' STEPS - POLYPROPYLENE STEPS SHALL BE INCLUDED 7' MIN. A' CONCRETE RISER BY PIPE INC., OR APPROVED EQUAL. 12 (TYP ) LADDER- POLYPROPYLENE SHALL BE ATTACHED TO MANHOLE MAX. PIPE SIZE -'E' CONCRETE SHELF 1% p PRECAST BASE SECTION OR CAST IN SHELF, .13 1 NT }jOT TO SCALE NOTES I. STEPS TO BE POLYPROPYLENE SAFETY STEPS. 2. STEPS ARE TO BE W PLACE BEFORE MANHOLE SECTIONS ARE INSTALLED. 3. CAST( G TD. PLAN 401. N SHALL BE PER S 4. MANHOLE SECTIONS TO E OF REINFORCED PRECAST CONCRETE. 5. J CONE RISER RINGS BRICKS AND CASTING SHALL BE GROUTED. ALL JOINTS BETWEEN THE A 6. ADJUSTMENT OF THE CASTING TO CRATE SHALL BE ACCOMPLISHED WITH A COMBINATION CREATE ADJUSTMENT RINGS, BRICKS AND MORTAR PROHIBITED, BRICKS SHALL BE STAGGERED TO CREATE A RUNNING BONY OR 1/2 BOND, S OF SHIMS IS NT ). SANITARY 5 MANHOLES SHALL HAVE ALL INTERIOR COATING; W ES R MC-A INCLUDING CHANNELING EWER COATED (SEALED) WITH COL R HIGH SOLIDS URETHANE COATING; WASSER MC- AROSHIELD OR APPROVED EQUAL; COLOR OF COALING SHALL BE WHITE, 8. RUBBER GHEIGHT JOINTS SHALL BE IN CONFORMANCE WITH INSIDE DIA C -443. 9. CHANNEL HEIGHT SHALL BE A MINIMUM OF 3/4 OF THE ADA DIAMETER OF THE LARGEST PIPE. 10. CONNECTIONS TO MANHOLE SHALL BE MADE USING GPK ADAPTOR, KOR -N -SEAL BOOTS OR APPROVED EQUAL 1,. IN UNIMPROVED AREAS, MANHOLES SHALL EXTEND A MINIMUM OF O AND q MAXIMUM OF 12" ABOVE FINISHED GRADE OR MUST HAVE A MINIMUM 2' DIAMETER CONCRETE RINGS POURED AT GRADE. IN PAVED AREAS, COVER MUST SLOPE IN ALL DIRECTIONS TO MATCH PAVING. STD. PLAN - 400.1 4 4 PUBLIC WORKS STANDARD SANITARY MANHOLE DEPARTMENT SEPTEMBER 2011 S o MANHOLE FRAME AND COVER TC PER DRAWING 401. t� ADJUSTMENT RINGS (T MIN.) ' SEE NOTE 6 Y 8 ui Pi MORTAR JOINT(S) (3/8" MIN.) 1• /f SEE NOTE 5 4" MIN. TO 12' MAX. Id. n a 8" O i z v o 24.. Di in C 3 ox O o 2' Q a p d d w v °a z Y 0 ` C ¢ 4 IlL 54" ry 4 < °s oaf h 8' o } m 9 [b NOTES. oa og i. STEPS TO BE POLYPROPYLENE SAFETY STEPS. 2. STEPS ARE TO BE IN PLACE BEFORE MANHOLE SECTIONS ARE INSTALLED. 3. CASTING SHALL BE PER STD. PLAN 401. 4 MANHOLE SECTIONS TOE O REINFORCED PRECAST CONCRETE.- S ALL JOINTS: BETWEEN THE CONE, RISER RINGS. BRICKS AND CASTING SHALL BE GROUTED. 6 ADJUSTMENT OF THE ADJUSTMENT TO GRADE SHALL D ACCOMPLISHED WITH A L o COMBINATION OF O CREATE E A UNCS, BOND OR MORTAR Qjl'f,1, BRICKS SHALL BE STAGGERED IM CREATE I RUNNING BOND 4R ,/2. BOND. 'n THE LIRE SEWER MANHOLES AS PROHIBITED, 2: 7 :.SANITARY SEALE) WI HOLES SHALL HAVE ALL INTERIOR SURFACES, INCLUDING CHANNELING, %` COATED MELD (SEALED) WITH A HIGH SOLIDS URETHANE COATING; WASSER °e Z MC RUBBER OR APPROVED EQUAL• COLOR OF COATING SHALL BE WHITE. 8. CHANNEL GHEIGHT IS JOLTS SHALL BE IN CONFORMANCE WITH LAME C -443.. 90 N 9. CHANNEL HEIGHT (SHALL LE A MINIMUM OF 3/4 THE INSIDE DIAMETER - THE LARGEST PIPE eGI ,O. CONNECTIONS TO MANHOLE SHALL. BE MACE USING. GPK ADAPTOR, KOR -N -SEAL TOOTS OR APPROVED EQUAL ow 11. IN UNIMPROVED FIN( AREAS, MANHOLES SHALL EA MD A MINIMUM 2' I OF 8" AND A TE RINGS OF U"S 12" ABOVE FINISHED GRADED MUST HAVE A MINIMUM 2' DIAMETER CONCRETE RINGS E POURED AT GRADE IN PAVED AREAS, COVER MUST SLOPE IN ALL DIRECTIONS TO MATCH PAVING. 0 STD. PLAN - 400.2 2E PUBLIC. WORKS SANITARY MANHOLE K DEPARTMENT SHALLOW SEPTEMBER 2011 \m 0 xs Z 4 &THE SE 1/4 OF THE NE 1/4, ALL IN SEC. RENTO SEWER COVER BOTTOM VIEW COVER 8 FRAME PLAN VIEW 25' ➢IA. (3) BILL SOC. (ALLEN HEAD) 1635mm1� r t' S /6-11 X 1.5 SS 3/4' r [25nn) RUBBER WASHER C19mm1 I�1�. B 3/4' 2 1/2• [222nm1 1 'A' 'B' 'C' _D' 'E' 48" MH 4B" 6" MIN. 5 "MIN 24" MIN. 21" I.D. 54' MH 54" 8" MIN. 5.5" MIN. 24" MIN. 24" LD. 60" MH 60" 8" MIN. 6" MIN. 42" MIN. 30" LD. S o MANHOLE FRAME AND COVER TC PER DRAWING 401. t� ADJUSTMENT RINGS (T MIN.) ' SEE NOTE 6 Y 8 ui Pi MORTAR JOINT(S) (3/8" MIN.) 1• /f SEE NOTE 5 4" MIN. TO 12' MAX. Id. n a 8" O i z v o 24.. Di in C 3 ox O o 2' Q a p d d w v °a z Y 0 ` C ¢ 4 IlL 54" ry 4 < °s oaf h 8' o } m 9 [b NOTES. oa og i. STEPS TO BE POLYPROPYLENE SAFETY STEPS. 2. STEPS ARE TO BE IN PLACE BEFORE MANHOLE SECTIONS ARE INSTALLED. 3. CASTING SHALL BE PER STD. PLAN 401. 4 MANHOLE SECTIONS TOE O REINFORCED PRECAST CONCRETE.- S ALL JOINTS: BETWEEN THE CONE, RISER RINGS. BRICKS AND CASTING SHALL BE GROUTED. 6 ADJUSTMENT OF THE ADJUSTMENT TO GRADE SHALL D ACCOMPLISHED WITH A L o COMBINATION OF O CREATE E A UNCS, BOND OR MORTAR Qjl'f,1, BRICKS SHALL BE STAGGERED IM CREATE I RUNNING BOND 4R ,/2. BOND. 'n THE LIRE SEWER MANHOLES AS PROHIBITED, 2: 7 :.SANITARY SEALE) WI HOLES SHALL HAVE ALL INTERIOR SURFACES, INCLUDING CHANNELING, %` COATED MELD (SEALED) WITH A HIGH SOLIDS URETHANE COATING; WASSER °e Z MC RUBBER OR APPROVED EQUAL• COLOR OF COATING SHALL BE WHITE. 8. CHANNEL GHEIGHT IS JOLTS SHALL BE IN CONFORMANCE WITH LAME C -443.. 90 N 9. CHANNEL HEIGHT (SHALL LE A MINIMUM OF 3/4 THE INSIDE DIAMETER - THE LARGEST PIPE eGI ,O. CONNECTIONS TO MANHOLE SHALL. BE MACE USING. GPK ADAPTOR, KOR -N -SEAL TOOTS OR APPROVED EQUAL ow 11. IN UNIMPROVED FIN( AREAS, MANHOLES SHALL EA MD A MINIMUM 2' I OF 8" AND A TE RINGS OF U"S 12" ABOVE FINISHED GRADED MUST HAVE A MINIMUM 2' DIAMETER CONCRETE RINGS E POURED AT GRADE IN PAVED AREAS, COVER MUST SLOPE IN ALL DIRECTIONS TO MATCH PAVING. 0 STD. PLAN - 400.2 2E PUBLIC. WORKS SANITARY MANHOLE K DEPARTMENT SHALLOW SEPTEMBER 2011 \m 0 xs Z 4 &THE SE 1/4 OF THE NE 1/4, ALL IN SEC. RENTO SEWER COVER BOTTOM VIEW COVER 8 FRAME PLAN VIEW 25' ➢IA. (3) BILL SOC. (ALLEN HEAD) 1635mm1� r t' S /6-11 X 1.5 SS 3/4' r [25nn) RUBBER WASHER C19mm1 I�1�. B 3/4' 2 1/2• [222nm1 1 [641mm1 1 1 /16' t /a' I vs• - [2Tmm1 AT [2)nm] NEpPRENE GASKE. C15nm] Linn] 5/e' 23 3/9' DIA CL OPEN B Lbmml � [s9amml � GASKET GROOVE DETAIL 27 5 /36' DIA [694mm1 Las /nm] N9TF¢: FRAME SECTION VIEW i. ALL COVERS SHALL BE LOCKING LID PER EAST JORDAN IRON WORKS INC. Na. 3717Ci OR EQUAL. 2 USE FRAME AND COVER FOR STORM (SPECIFY "DRAIN" ON COVER). SANITARY (SPECIFY "STY /ER "), OR WATER (SPECIFY "WATER "). 4 11� � PUBLIC WORKS MANHOLE FRAME AND COVER STD. PLAN - 401 '7� DEPARTMENT DECEMBER 2008 RECESSED LIFT POCKET � 36' - 11 N.C. SOCKET HD 2" A.G H �2-1)' SCREW i Y" LONG I ' (BRONZE OR S.S.) I I x 2" RAISED PADS 1-4 6" CONCRETE 'i.. +\\ •. CLASS 3000 `-SAND OR EXPANDABLE FOAM 14" MATER TIGHT PLUG �^ 45' (1/8) BEND ,P �P t 2 Y4' 40 14" 5�W J4 CAST IRON RING AND COVER PPE MATERIAL As SPECIFIED G" BY THE ENGINEER 45' (1/8) BEND NOTES. ,. e" AND 6' CLEANOUT6 ON SEWER MAWS SHALL BE EAST JORDAN IRON WORKS, INC. No. 3696 DR EgUAL, CLEAN OUT SHALL BE A MATER TIGHT ASSEMBLY, 2. IN UNIMPROVED AREAS, POOR A 1' -0" THICK, 7 -0' SQUARE CONCRETE, CLASS 3000, PAD AROUND THE RING AND COVER. ' PUBLIC WORKS B OR 6 INCH CLEAN -OUT STD. PLAN - 409.1 DEPARTMENT FOR SANITARY SEWER MAINS _ y , SEPTEMBER 2011 TWP. 2 3 N., RGE. 5 E., SANITARY 5)_N'> =R NOTES AND SPECIFlCAAONS 1.ALL WORK AND WORK MATERIAL SHALL BE IN CONFORMANCE WITH THE STANDARDS AND SPEC /FlCAnGJS OF THE CITY OF RENTON PLANN/NG/BU/LO/NG/PUBL/C WORKS DEPARTMENT AND THE LATEST EDInON OF THE WSDOT/APWA STANDARDS AND SPEGFlCAnONS AS APPROVED AND MODIFIED BY THE CITY OF RENTON /N THE RENTON STANDARD PLANS @ SPECIFICATIONS. A SET OF APPROVED PLANS SHALL BE KEPT ON SITE AT ALL nMES DURING CONSTRUCTION. 2 THE HOURS OF WORK IN THE STREET RIGHT OF WAY SHALL BE PER CITY SPECIFICATIONS ON WEEKDAYS UNLESS OTHERWISE APPROVED IN WR/nNG BY THE PLANN/NC/BU/CD/NG/PUBLIC WORKS DEPARTMENT. AN APPROVED TRAFFIC CONTROL PLAN MUST BE OBTAINED PR /OR TO BEGINNING ANY WORK W97H1N PUBLIC RIGHT OF WAY. 3. ALL LOCATIONS OF EXISTING UDURES SHOWN ARE APPROXIMATE AND IT SHALL BE THE CON]RACTOR'S RESPONSIBILITY TO VERIFY THE TRUE AND CORRECT LOCAnON SO AS TO AVOID DAMAGE OR DISTURBANCE. 4. A PRE- CONSTRUCnON CONFERENCE AND A 24 HOUR NOnCE SHALL BE RfOU/Rf0 PRIOR 70 STARTING NEW CONSTRUCTION. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO SECURE ALL NECESSARY PERM /75 PRIOR TO STARPNC CONSTRUCTION. (INSPECnON WILL BE ACCOMPLISHED BY A REPRESENTAnVE OF THE CITY OF RENTON) IT SHALL BE THE CONTRACTOR'S RES°ONS/B/UTY 7D NOnFY THE PUBUC WORKS INSPECTOR 24 HOURS IN ADVANCE OF BACKFILL /NC ALL CONSI72UCnON. & CON7RAC7TN2 IS SOLELY RESPONSIBLE FOR THE MEANS, METHODS AND SEQUENCES OF CONSTRUCTION AND FOR THE SAFETY OF WORKERS AND OTHERS ON THE CONSiRUCnON 97E 6. lT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR 7O OBTAIN STREET USE AND ANY OTHER RELATED PERMITS PR /OR TO ANY CONSTRUCTION. 4' SIDE CON( Lu ).PLANS APPROVED BY THE CITY OF RENTON, PUBLIC WORKS DEPARTMENT SHALL TAKE PRECEDENCE OVER ALL O)HER PLANS 8. A COPY OF THESE APPROVED PLANS MUST BE ON THE JOB SITE WHENEVER CONSTRUCTION IS IN PROGRESS 9. THE CONTRACTOR SHALL PROVIDE THE CITY OF RfN70N W17H AN AS -BU /LT ORAN7NC OF THE SANITARY SEWER SYSTEM, WH ICH HAS BEEN STAMPED AND SIGNED BY A LICENSED PROFESSIONAL ENGINEER OR LICENSED PROFESSIONAL SURVEYOR. Na BACKFlLL SHALL BE PLACED EQUALLY ON BO]H SIDES OF THE PIPE IN LAYERS W11H A LOOSE AVERAGE DEPTH OF 6 INCHES; MAXIMUM DEPTH OF B INCHES THOROUGHLY TAMPING EACH LAYER TO 95 PERCENT OF MAX /MUM DENSITY. THESE COMPACTED LAYERS MUST EXTEND FOR ONE PIPE DIAMETER ON EACH SIDE OF THE PIPE OR TO THE SIDE OF THE TRENCH. MATERIALS TO COMPLETE THE FILL OVER PIPE SHALL BE THE SAME AS DESCRIBED. if. OPEN CUT ROAD CROSSINGS FOR UIIUTY TRENCHES ON EXISRNC )RAVELED ROADWAY SHALL BE BACKFlLLED WITH CRUSHED ROCK AND MECHANICALLY COMPACTED UNLESS OTHERWISE APPROVED BY 72. DATUM FOR VERRCAL CONTROL SHALL BE NORTH AMER /CAN VERTICAL OAIUM 1988 METERS AND FOR HORIZONTAL CONTROL SHALL BE NORTH AMERICAN DATUM 788311`991 ME]IIt5 UNLESS OTHERWISE Lw APPROVED BY THE CITY OF RENTON PUBLIC WORKS DEPARTMENT. REFERENCE BENCHMARK AND ELEVAnONS ARE NOTED ON THE PLANS. 13, ALL DISTURBED AREAS SHALL BE SEEDED AND MULCHED OR OTHERWISE STABILIZED 7b THE SAnSFACnON OF THE DEPARTMENT FOR THE PREVENnGV OF ON -SITE EROSION AFTER THE COMPLETION OF caysmucnoN. 14. ALL PIPE AND APPURTENANCES SHALL BE LAND ON A PROPERLY PREPARED FOUNDAnON IN ACCORDANCE WITH THE STANDARDS AND SPECIFICATIONS OF THE CITY OF RENTON PLANN/NG/BU/LD/NC/PUBUC WORKS DEPARTMENT AND THE LATEST EDITION OF THE WSDOT/APWA STANDARDS AND SPEC Fl CAnONS AS APPROVED AND MOD /RED BY THE CITY OF RENTON IN THE RENTON STANDARD PLANS & SPEC/FlCAnONS THIS SHALL INCLUDE NECESSARY LEVELING OF THE TRENCH BOTTOM OR THE TOP OF THE FG/NDAnON MATERIAL. AS WELL AS PLACEMENT AND COMPACnON OF REQUIRED BEDDING MATERIAL TO UNIFORM GRADE SO THAT THE ENDRE LENGTH OF THE PIPE WiLL BE SUPPORTED ON A UNIFORMLY DENSE, UNYIELDING BASE. PIPE BEDDING SHALL BE PEA GRAVEL 6 INCHES ABOVE AND BELOW THE PIPE 75. SANITARY SEWER PIPE SHALL BE POLYNNYL CHLORIDE (PVC) RUBBER CASKETED AS7M D 3030. SOR .i$ OR DUCnIf IRON CLASS 50 UNLESS OTHERWISE APPROVED BY THE WASTEWATER DRLITY. 76. IN UNIMPROVED AREAS MANHOLE TO IX7EN0 MINIMUM 8 INCHES AND MAXIMUM 71 INCHES ABOVE FlNISHfD GRADE OR MUST HAVE MINIMUM 2' DIAMETER CONCRETE RING POURED AT CRATE. IN PAYED AREA, COVER MUST SLOPE IN ALL D/RECnONS TO MATCH PANNG. aIQmR. i. BACKWATER VALVE SHALL BE LOCATED W17N /N 5' OF THE FOUNDATION. 2. SEE SHEETS 3 AND 4 FOR THE APPLICABLE LOTS 3. WHERE DEPTH TO PIPE INVERT IS LESS THAN 3 FEET, SUBSRIUTE CONCRETE METER BOXES FOR VALVE CHAMBER. FOGRTE N0. 2 (LONG LID WITH ALUM, 1NSPEC77ON PLATE). STACK 2 OR 3 BOXES AS NECESSARY. 4. WHERE DEPTH TO PIPE INVERT is GREATER THAN 5 FEET, SUBS717U7E 48' CONCRETE- MANHOLE PER CITY OF RENTON DWG NO. BR28. FROM IF NOT TO SCALE 5- 345109 CITY OF R ENTON Approved b . rb / Date: Approved by: Date: Approved by: Date: Approved by: Date: 2012 TRIAD ASSOCIATES TRIAD ASSOCIATES 12112115th Ave. HE Kirkland, WA 98034 -6923 425.821.8448 425.821.3481 fax 800,488S756 toll tree Www.irletlessoclates.net 2 Z H 2 � � 3 2 Q W Vj O W � O Q 3 �%O uj Y+ S� i OTC 2 Q /Q/w _I a� m R 0 b 01 its IN 11 1 t S S 2 S S RICHARD A. TOAMTNS PE PRWRCT xexeGER NARY S HARRISON. PLS PRWRCf SDRVRYOR RICHARD A TOWNS PE PROIRCT RNGINRW ,6FERY L CO)( ASU1 PRWRCT LANDS B ARCffiTRCT FIRST SUBIDTI'AL DATE: 7127107 SCAT$: 901O .:N /A 9Ml'.N /A PSBR R6V6:1T: TOM MATT , PE 12/19/11 STAIB' NOT VALID DNLRSS SIGNED AND DAM JOB N0. 01-047_ ..// 9= N0. 90F /O 4" SIDE SEWER BACKWATER VALVE ASSEMBLY 64mm1 TYP COVER SECTION VIEW EON BOLTING DETAIL [2)nm] NEpPRENE GASKE. C15nm] Linn] 5/e' 23 3/9' DIA CL OPEN B Lbmml � [s9amml � GASKET GROOVE DETAIL 27 5 /36' DIA [694mm1 Las /nm] N9TF¢: FRAME SECTION VIEW i. ALL COVERS SHALL BE LOCKING LID PER EAST JORDAN IRON WORKS INC. Na. 3717Ci OR EQUAL. 2 USE FRAME AND COVER FOR STORM (SPECIFY "DRAIN" ON COVER). SANITARY (SPECIFY "STY /ER "), OR WATER (SPECIFY "WATER "). 4 11� � PUBLIC WORKS MANHOLE FRAME AND COVER STD. PLAN - 401 '7� DEPARTMENT DECEMBER 2008 RECESSED LIFT POCKET � 36' - 11 N.C. SOCKET HD 2" A.G H �2-1)' SCREW i Y" LONG I ' (BRONZE OR S.S.) I I x 2" RAISED PADS 1-4 6" CONCRETE 'i.. +\\ •. CLASS 3000 `-SAND OR EXPANDABLE FOAM 14" MATER TIGHT PLUG �^ 45' (1/8) BEND ,P �P t 2 Y4' 40 14" 5�W J4 CAST IRON RING AND COVER PPE MATERIAL As SPECIFIED G" BY THE ENGINEER 45' (1/8) BEND NOTES. ,. e" AND 6' CLEANOUT6 ON SEWER MAWS SHALL BE EAST JORDAN IRON WORKS, INC. No. 3696 DR EgUAL, CLEAN OUT SHALL BE A MATER TIGHT ASSEMBLY, 2. IN UNIMPROVED AREAS, POOR A 1' -0" THICK, 7 -0' SQUARE CONCRETE, CLASS 3000, PAD AROUND THE RING AND COVER. ' PUBLIC WORKS B OR 6 INCH CLEAN -OUT STD. PLAN - 409.1 DEPARTMENT FOR SANITARY SEWER MAINS _ y , SEPTEMBER 2011 TWP. 2 3 N., RGE. 5 E., SANITARY 5)_N'> =R NOTES AND SPECIFlCAAONS 1.ALL WORK AND WORK MATERIAL SHALL BE IN CONFORMANCE WITH THE STANDARDS AND SPEC /FlCAnGJS OF THE CITY OF RENTON PLANN/NG/BU/LO/NG/PUBL/C WORKS DEPARTMENT AND THE LATEST EDInON OF THE WSDOT/APWA STANDARDS AND SPEGFlCAnONS AS APPROVED AND MODIFIED BY THE CITY OF RENTON /N THE RENTON STANDARD PLANS @ SPECIFICATIONS. A SET OF APPROVED PLANS SHALL BE KEPT ON SITE AT ALL nMES DURING CONSTRUCTION. 2 THE HOURS OF WORK IN THE STREET RIGHT OF WAY SHALL BE PER CITY SPECIFICATIONS ON WEEKDAYS UNLESS OTHERWISE APPROVED IN WR/nNG BY THE PLANN/NC/BU/CD/NG/PUBLIC WORKS DEPARTMENT. AN APPROVED TRAFFIC CONTROL PLAN MUST BE OBTAINED PR /OR TO BEGINNING ANY WORK W97H1N PUBLIC RIGHT OF WAY. 3. ALL LOCATIONS OF EXISTING UDURES SHOWN ARE APPROXIMATE AND IT SHALL BE THE CON]RACTOR'S RESPONSIBILITY TO VERIFY THE TRUE AND CORRECT LOCAnON SO AS TO AVOID DAMAGE OR DISTURBANCE. 4. A PRE- CONSTRUCnON CONFERENCE AND A 24 HOUR NOnCE SHALL BE RfOU/Rf0 PRIOR 70 STARTING NEW CONSTRUCTION. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO SECURE ALL NECESSARY PERM /75 PRIOR TO STARPNC CONSTRUCTION. (INSPECnON WILL BE ACCOMPLISHED BY A REPRESENTAnVE OF THE CITY OF RENTON) IT SHALL BE THE CONTRACTOR'S RES°ONS/B/UTY 7D NOnFY THE PUBUC WORKS INSPECTOR 24 HOURS IN ADVANCE OF BACKFILL /NC ALL CONSI72UCnON. & CON7RAC7TN2 IS SOLELY RESPONSIBLE FOR THE MEANS, METHODS AND SEQUENCES OF CONSTRUCTION AND FOR THE SAFETY OF WORKERS AND OTHERS ON THE CONSiRUCnON 97E 6. lT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR 7O OBTAIN STREET USE AND ANY OTHER RELATED PERMITS PR /OR TO ANY CONSTRUCTION. 4' SIDE CON( Lu ).PLANS APPROVED BY THE CITY OF RENTON, PUBLIC WORKS DEPARTMENT SHALL TAKE PRECEDENCE OVER ALL O)HER PLANS 8. A COPY OF THESE APPROVED PLANS MUST BE ON THE JOB SITE WHENEVER CONSTRUCTION IS IN PROGRESS 9. THE CONTRACTOR SHALL PROVIDE THE CITY OF RfN70N W17H AN AS -BU /LT ORAN7NC OF THE SANITARY SEWER SYSTEM, WH ICH HAS BEEN STAMPED AND SIGNED BY A LICENSED PROFESSIONAL ENGINEER OR LICENSED PROFESSIONAL SURVEYOR. Na BACKFlLL SHALL BE PLACED EQUALLY ON BO]H SIDES OF THE PIPE IN LAYERS W11H A LOOSE AVERAGE DEPTH OF 6 INCHES; MAXIMUM DEPTH OF B INCHES THOROUGHLY TAMPING EACH LAYER TO 95 PERCENT OF MAX /MUM DENSITY. THESE COMPACTED LAYERS MUST EXTEND FOR ONE PIPE DIAMETER ON EACH SIDE OF THE PIPE OR TO THE SIDE OF THE TRENCH. MATERIALS TO COMPLETE THE FILL OVER PIPE SHALL BE THE SAME AS DESCRIBED. if. OPEN CUT ROAD CROSSINGS FOR UIIUTY TRENCHES ON EXISRNC )RAVELED ROADWAY SHALL BE BACKFlLLED WITH CRUSHED ROCK AND MECHANICALLY COMPACTED UNLESS OTHERWISE APPROVED BY 72. DATUM FOR VERRCAL CONTROL SHALL BE NORTH AMER /CAN VERTICAL OAIUM 1988 METERS AND FOR HORIZONTAL CONTROL SHALL BE NORTH AMERICAN DATUM 788311`991 ME]IIt5 UNLESS OTHERWISE Lw APPROVED BY THE CITY OF RENTON PUBLIC WORKS DEPARTMENT. REFERENCE BENCHMARK AND ELEVAnONS ARE NOTED ON THE PLANS. 13, ALL DISTURBED AREAS SHALL BE SEEDED AND MULCHED OR OTHERWISE STABILIZED 7b THE SAnSFACnON OF THE DEPARTMENT FOR THE PREVENnGV OF ON -SITE EROSION AFTER THE COMPLETION OF caysmucnoN. 14. ALL PIPE AND APPURTENANCES SHALL BE LAND ON A PROPERLY PREPARED FOUNDAnON IN ACCORDANCE WITH THE STANDARDS AND SPECIFICATIONS OF THE CITY OF RENTON PLANN/NG/BU/LD/NC/PUBUC WORKS DEPARTMENT AND THE LATEST EDITION OF THE WSDOT/APWA STANDARDS AND SPEC Fl CAnONS AS APPROVED AND MOD /RED BY THE CITY OF RENTON IN THE RENTON STANDARD PLANS & SPEC/FlCAnONS THIS SHALL INCLUDE NECESSARY LEVELING OF THE TRENCH BOTTOM OR THE TOP OF THE FG/NDAnON MATERIAL. AS WELL AS PLACEMENT AND COMPACnON OF REQUIRED BEDDING MATERIAL TO UNIFORM GRADE SO THAT THE ENDRE LENGTH OF THE PIPE WiLL BE SUPPORTED ON A UNIFORMLY DENSE, UNYIELDING BASE. PIPE BEDDING SHALL BE PEA GRAVEL 6 INCHES ABOVE AND BELOW THE PIPE 75. SANITARY SEWER PIPE SHALL BE POLYNNYL CHLORIDE (PVC) RUBBER CASKETED AS7M D 3030. SOR .i$ OR DUCnIf IRON CLASS 50 UNLESS OTHERWISE APPROVED BY THE WASTEWATER DRLITY. 76. IN UNIMPROVED AREAS MANHOLE TO IX7EN0 MINIMUM 8 INCHES AND MAXIMUM 71 INCHES ABOVE FlNISHfD GRADE OR MUST HAVE MINIMUM 2' DIAMETER CONCRETE RING POURED AT CRATE. IN PAYED AREA, COVER MUST SLOPE IN ALL D/RECnONS TO MATCH PANNG. aIQmR. i. BACKWATER VALVE SHALL BE LOCATED W17N /N 5' OF THE FOUNDATION. 2. SEE SHEETS 3 AND 4 FOR THE APPLICABLE LOTS 3. WHERE DEPTH TO PIPE INVERT IS LESS THAN 3 FEET, SUBSRIUTE CONCRETE METER BOXES FOR VALVE CHAMBER. FOGRTE N0. 2 (LONG LID WITH ALUM, 1NSPEC77ON PLATE). STACK 2 OR 3 BOXES AS NECESSARY. 4. WHERE DEPTH TO PIPE INVERT is GREATER THAN 5 FEET, SUBS717U7E 48' CONCRETE- MANHOLE PER CITY OF RENTON DWG NO. BR28. FROM IF NOT TO SCALE 5- 345109 CITY OF R ENTON Approved b . rb / Date: Approved by: Date: Approved by: Date: Approved by: Date: 2012 TRIAD ASSOCIATES TRIAD ASSOCIATES 12112115th Ave. HE Kirkland, WA 98034 -6923 425.821.8448 425.821.3481 fax 800,488S756 toll tree Www.irletlessoclates.net 2 Z H 2 � � 3 2 Q W Vj O W � O Q 3 �%O uj Y+ S� i OTC 2 Q /Q/w _I a� m R 0 b 01 its IN 11 1 t S S 2 S S RICHARD A. TOAMTNS PE PRWRCT xexeGER NARY S HARRISON. PLS PRWRCf SDRVRYOR RICHARD A TOWNS PE PROIRCT RNGINRW ,6FERY L CO)( ASU1 PRWRCT LANDS B ARCffiTRCT FIRST SUBIDTI'AL DATE: 7127107 SCAT$: 901O .:N /A 9Ml'.N /A PSBR R6V6:1T: TOM MATT , PE 12/19/11 STAIB' NOT VALID DNLRSS SIGNED AND DAM JOB N0. 01-047_ ..// 9= N0. 90F /O 4" SIDE SEWER BACKWATER VALVE ASSEMBLY r 0 0 R ti q rc a h e oa E� ua ap ffi N �m �n YO W o z3 O W O zf O z I- Q W � W q 00 � r Zj 3 cv Y Y z Q 4m� 0 z O 0 m THE SE 1/4 OF THE NE 1/4, ALL IN 3� 3/R T 3" 38" MIN. WIDTH WHITE POST" 62" ILL- - 24" SEWER MANHOLE MARKER POST SEWER MANHOLE MARKER NOTES:. SEWER MANHOLE MARKER POST SHALL BE EQUAL TO CARSONITE UTILITY MARKER SEWER MANHOLE MARKER POST. TO BE USED FOR SANITARY SEWER MANHOLES IN UNIMPROVED AREAS. SEWER MANHOLE MARKER POST SHALL IDENTIFY THE MANHOLE AS "SANITARY SEWER" S. PLATT - 404.2 '� 4 .PUBLIC WORI{S SEWER MANHOLE MARKER POST TD -tC DEPARTMENT SEPTEMBER 2011 W (SEE dOTE 4) - L M TS OF PIPE ZONE d [1 L FOR SANITARY S -AIrR PPE (SEE NOTE E) / C.D. OF PIPE FOGNDATION LEVEL B -ODING FOR SANITARY SEWER PIPE NOTES ROJ.DE UNIFORM SU?PORT UNDER BAFREL 2 HANC THMP JNO R HAUNCHES A. COMPACT SFLOING MAIERIAI TO 9 % VAX DF tlS Y EX EPI DRHIILY OVER PIPE, 1 -.AND T.AV - OHCY -- 1 SE'- 'EXCAVATION. AND FR PARAI -N of IRENCH''IN IP SAItITARY SEWER SECTION OF -HE FTANCA3D 5 °ECFICATON.S FOR TRENCH ADTH "IN" AvD TRE1ICF!NG OPTIONS. T-1F PIPE 2CN ALL BE THE ACTUAL RETCH WIDTH 5. TRENCH B.AC'KFILL SHALL CONFORM TC SACK II1l'IC" IN THE SANITAR° SE'h'EH . SECTION OF "HE "ANCARO S?LCFICAIUI�B,' EXCLPI THAT. ROCKS OR LUTAP1 LAR R T LPN "' P-R FOOT or PIPE DIAMETER SHALL NOT BE USED III FE B4 RFILL MATE +IAL F PIPE ZONE MATERIAL SF-ALL BE F,H.AGEL BA ! ILL FOR DRAFTS" AS SPECIE C H 11 A.GOR Gi ES ECT.ON OF T E STANDARD SP °CIF. ATIONS 7. PIPE ILUSI' BE ANCHCRED N SUCF A MANIIER AS TO EINEbR FLOW LINE IS VAaNTA)NED. + PUBLIC WORKS PIPE BEDDING STD. PLAN - 405 DEPARTMENT FOR SANITARY SEWERS .lfaxcH 2008 ' • •V, • ii• • rV • •, •iMi•• V •, uiu PROPERTY UNE s 3' -0" FUTURE 6" BUILDING SEWER PIPE .n BUILDING SEVER : `2% 4" SND MARKING POST PAINTED TEE 1NT1 V SIDE CURET 6'X6 -X6' WYE WHITE WITH THE WORD 'SEWER' STENCILED SURFACE CLEANOUL WITH IN 3" NIGH BLACK IET1Eft5 AND 96 CORE CAST IRON RING &COVER WRAPPED AROUND THE STUD AND (EAST JORDAN IRON WORKS EXTENDED TO THE TOP OF THE 57ID. 2975 OR APPROVED IEDIT SPECIFY -SEWER ON UD 6^ SIDE KKR AND BUT DING 5 %FR SEE S. PLAN 403.1 FOR NSTALLATION ACCEPTABLE PROCEDURES. FOR SIDE SEWER CONNECTIONS TO MAIN UNES ARE AS FOLLOWS. A. MWIFIED CI-AY MAIN -'CUT IN A NEW TEE USING FLEXIBLE COUPLINGS (FERNCO OR APPROVED EQUAL) B. CONCRETE MAIN - CORE DRILLED WITH A ROMAC SADDLE (OR APPROVED EQUAL) C. PVC MAIN - CORE - DRILLED ATH A ROMAC SADDLE (OR APPROVED EOLjAL) OR CUT IN A NEW TEE USING RIGID COUPUNGS D. DUCTILE IRON MAIN - CORE - DRILLED 'MTH A ROMAC SADDLE (OR APPROVED EQUAL). E. MANHOLE CONNECTION - ALL CONNECTIONS TO MANHOLES SHALL BE AT MANUFACTURED KNOCK OUTS OR THE STRUCTURE SHALL BE CORE DRILLED 60" ALLOWABLE MAX. FOR CAST IRON PIPE OR DUCTILE IRON PIPE. .DOA CONCRETE Ny. AAGV µN BLOCKING �P�1N.ryy M1 cPflE:h, 9U0 WN 2% MIN SLOPE HORIZONTAL B" SIDE OUTLET TEE SEWER SEWER MAIN 5" MIN. MAIN CONCRETE BLOCKING AN , E TYPICAL SIDE R ELEYAL9A OF TEE AT MAIN OVER 25 Ft FVATION NOTE: UNLESS OTHERWISE SHOWN ON PLAN, SIDE SEWER SHALL HAVE A MINIMUM 2.5' COVER AT PROPERTY LINE OR 3 -.5'. LOWER THAN THE LOWEST HOUSE ELEVATION, WHICHEVER IS LOWER STANDARD SIDE SEWER STD. PLAN - 408.1 PUBLIC WORKS �. INSTALLATION: DEPARTMENT (SEWER MAIN TO PROPERTY LINE) BEPTEMBER 2011 5- 345110 jj / LC CITY OF /RE'N,TON Approved by�1 Date: Approved by: Date: Approved by: Date: Approved by: Date: `J O 3 v+ Z CS 6g ra % O C O o � f\ TRIAD ASSOCIATES 12112115th Ave. NE Kirkland, WA 98034 -6923 425.821.8448 425.821.3481 fax 800.488.0756 toll free www.tdadassociates net 0 ti O 4- O W Q co loft c O 3 2 V Z 0 V °z o RICHARD A. Mill PE PROJECT MANAGER MARK S HARRISA PLS PROMECf SDRMOR RICHARD A. 70111 PE PRmcT ENGMM JUMY L COX ASLA PROJECT LANDSCAPE ARCIDTECf FIRST SUB110AL DATE: 7127107 SCALE: HOEL-N /A TWUN /A PEER REVIEW: TOM MATT, PE 12/19/11 tt!51k2 STAW NOT VALID UNLESS SIGNED AND DIM JOB NO. 01-047, SEE NO. 10 of 10 /,10 S 3411S /fV 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 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 m G d a R W � I— s z 3 O V / E z O LJ� � z V / Q0 LJ wz z r r Z o Fill! 9 111110 11111n q z 0 D E —' '— 921`TO,iTRk -F 3 1023059358 1023059358 I 1023059358 .7023059357 102305354 0638100199 1, 9211017R -1 3 �� w w w w w v. .� w w `v I EAST OU7FALL .......... ....."..' 7 ...._, 92] t07TR —G R CB 1 i 9211010930. J 1 117TH ST �- - - - - -- "-- DIVISION N!OOD i l w w w w w w w w w w /• / n '.. 2 9211010940 30' S19 nSENS E ARE { 8 o CB 46 SD o {3 WETLAD 7 NEST OU7FALL09 921101TR -A . : I / 1 ' 18" 111: CB 2 t 06361ootao CB 45 T l' I D� 7RACT 9211010740 (( 921101096 I y•�• i:: - I RECR£A770M C8 3 .. 1: .. 9211010730 9211010970 '1 I SSMH 1 esel J 1 I 30' IN TA 45A STGQM AINAGE I ��- - - - - -+ / 27 526 25 24 23 22 21 20EA 1talr 17 :16: ;8' 15 I 92]]010980 E: `� C9 4 CB 2 s217o1o7zo w s0'sEEER 24'So 18 /i EASNa1ENr NE 9TH T 15' SD -- 1 f w w 7RACT � \ B . WA -- r - -r __t_ 10' WMER 9211010710 i 1 w SSA1 2 \ "... ... _.... EASEMENT 3 ♦ 15' SD 14 11.I: 0638100220 CS i 1 9211011000 w w w i BA 25A + 921 1010700 `i' `! `�' `�' `i' 24' S0 i I-- .__... 7RALA 7 H/ / � 84 85 86 G 89 S51NH 4 13 i 2 92] 1011070 PEN ACE 8' WA aT f I SSMH 5 91 1 l 83 87 88 90 CB 28 12 szllofo6so j ...- -- fnsd, `T #�ENTO:N — � � i 9211011020 w1 DRAINAGE EASEMENT ' CB 8 s211o1068o I w - -f �w i . 1 ' 1 z149 g 81 B0 79 78 77 76 12 SD 11 SSVH 13 SSA/H 14 75 ' I a 1 9211011 C30 28 - I 17A NE H 2 i I I 1 10 9211010670 9211010660 C) 02938104701 .- 1 m 0 02938101501 0 0 I N 0293810160 rn 9211010360 9211010350 9211010340 / w / j WE�TLAh wl. 1 F o i � N I WETLAl D "A' w wl 1 / 18• SD — PL — _ 11 129 SSMH 8 w / WULAND� "B' / _ -- 30 15- SD '1 CB 10 CB 18 C8 24 8' S8 1 CB 17 48 CS 19 I I \ I e. I CB 19A SES1 ' S177VE AREA \ \ 31 CB 13 I RECREA7fON/ 12',W I \ \ \ OPEN SPACE 49 3 CB 139 7 \I CB 20 12" SD 1 I " SSMH 9 47 50 I I 32 8' ss W RAND CB 144 CS 20A w w ' I i ce t4 s►H fo 46 72 1 51 ji PR�� I 52 � I � ssM 1 I 1 t Im 34 "50' WtANO. Iw v I I 35 44 53 ti r I , a' SS 70 i I >\ 1 1 \ III " 1 43 w , \ 36 m 1 a'ss CB 21 G9 2)A 3z5 \1 \ SSMH 11 54 a' wA 8 S 7RACT G -, D BOPhFR w\ 37 8- WA 12' S0 -- w RECREA710N �`� - w C8 15 II 42 SSMH 19 iw w w, I I r.- \ I </ .I 3a I i IB 41 I ce 22 SSYN4 �� . 1w w wI w ` \\ \I SSMH 12 y39 CB 16 1 64 12' a' C8 3131 65 m m 'II I �I �I 0638100215 7 I[I DRAWAW- 1 5 s � uTlurr „ zT 1 / CB 16A I 08 23 90EWAIJC sawEN � 61 � — � `� 40 J 57 lTWI 60 4 58 59 — - -- i MICT ( 7R CT A(F E tNi JOI, T USE, DR/ VEWA Y/; OPEN, SPA CE/ UILITY ) I E RECl7EA7)ON 1 I 1 k! { I I IDELAN€Y PARK p I I ( ( 1023 059368 i - -- - - -_- ' IVE- —ss _ NE 4TH ST 12 0638100210 SE 120TH ST 1123059038 e �j ] ] 23059053 H 17 1123059084 SCALE: 1"= 80' 0 40 8o 180 345112 tl* a± i 'AT 4k, t 4C 2AC CITY OF RENTON Approved Dater Approved by Date: # Zo w /*- Approved by: Date: Approved by: Date: TRIAD ASSOCIATES 12112 115th Ave. NE KintlanE, WA 980346923 425.821.8448 425.821.3481 fax 800.488.0756 Wit free vi Ananae ciatimnet 2 � c a 0 i y W ` 3 y Z W O J Q W \ Q WO 32 y 2 ''�ww OWC v, O V � > W v 3� �8 A.m z- .e RICIM1w A ROWS fE PROJECT MANAGER MW S HAPoUMM PIS FBWECT SURVEYOR lack" A TDUWS PE PRNECT ENGNEIR .EFTERY L COX ASA F1NIi LANDSCAPE ARC11UM FIRST SUBNrrM DATE: 7127107 SCATS! eIEL-1 =80' YW4V /A PEER MM.- TOM MATT, PE 12/13/11 I `!5k v2— STW NDr VALID UNLESS SIGNED AND DAYRD NOB No. 01 -047 SM NO. 2OF 10 02012 TRIAD ASSOCIATES GCS's -3LfSI )� 0�;��3�F51�� y n z o I'b d � 1 �0N N O 3 -7 'r � 1� W � I- 2 z 3 U) z 0 W C/-) rc W �z O �z H W 1� U V W i OF �O v Y Y Z Y 'N / _i o Z 0 rn Q� d, n� so N� e C YR Z POR OF THE NE 1/4 OF THE I SE 1/4 & THE SE 1/4 /y MA �h7U w 0+4a 131 Lt F. Ir i 11 IE 64 Qp Io *30 THE NE 1/4, ALL IN SEC. 10, TWP. 23 N., RGE. 5 E., W.M. /IT1�1L11J MA70HUNE 16 +50, PAD ¢, I � I � MATGIFIUNE 8+29.62, / ell \ '�.,. _ � � J_ � % 'i � /._.../ `�•.' \ ,%.. .: \ /� - , , � % n k � X \ ' \ � 1 s r' ` y It} I I � y � ` t I.I . l , nt t �t ' i �t � t :t I N , r 'Alto ' ,,.y. .{ ,�( (i ! j .. ;.' • Y '} t, . _ , 1 � � I II I., ` r t ! 3R +r Ea ,26 C 7R.0Et 7I , A;r dt T IyO18 1 N i L 1 ' T ' • 1 � r 1 ' fP+ AM41 SHEET 4 Tt . _____ ___ __ ' I *PA6 O EEL M / E NT 1 1{ 41 2 "W f1 ~' - I 1 NE i L yACTC Kirkland, WA 98034-6 92 3 /OPEN ----- ------ 425 821 848 SSE SHEET MA _ 425.821.381 fax 8 / PA D EL 800Aea 0766 au tree EX CUL ✓ERT wI(a3aociales.nel * 73 *64 112 /E GONG 50387 1£ +9609 7 I I PD E _ _ ^ PAD f. IEX EJB ti 4843 '301.3 47 l I.1 ` 6 1. w 10' PR /VATS STORM DRAINAGE t it 451.21 -504- P(/yuc URLTY EAS5 o NDERGROUND *(2 � PAD E i i j i i i _a CONDUIT �� mPAD EL i V }l / iI �I i I f.7Nl$fI 5 r - = I 4 } /_ 480 1y 6Q 39 LF. 55 lE 483 8 �/E u 8 /E 42 r EX END OF GAS LINE -1__ __ -_____ ___ 72 } { } } . t I 2X ( " IS LCPT R T 5 0 6. 65 i PAD Q. 6J* II b IE . 45+ 46 12 +0000. 7, Ib ADE m { .l 81 t 0 2 1 ry . I l I III 1 1 331 : I , i l I b l ry ❑ 8 +92.98. 500 - 1 �,w .•I" , .' . v .v a, . - w .w w ,�" r , w ..w ,, , w I .ww H Yv I 1 I • . I i t % B'' U Fk 7F�` E' R / 1 ` I { } / / } i I I / ' ,% ` 't 1 1 ,{ i � / I I 1 i I I `I I I I i \ % 1,I/ ' , I ` v % ,z3 pI r tf , ` ' ' 'j s. Y1P 4i i IIl 11 I .1i'. + d T tI i i I I I ! I I l 1 jl ' 4 'i}lI iI It ' I' a 1`I 9 'iII I I I ' t VI i I 1! ti ' - *± ; ! - ._5 i} } ? , ,? i , t B\, i i i `i i � 1 p Jd I ! l r I I L,. x t t t x I i \ I . � ta `\Li. i V . \ t E °q\I L P \ t v _ I t ! j A \ \j \ I s ': + r i : : , G I ♦ ? :. I ` i k E „ a'P , \{; , . , *i: .' . tl s 0iI. 6 I _ ! , l_O E /_ E i4` 754_ f 137 5+ . 2 9 271 9 8 7L 8 R � ° iL -{ l i I l L. Iv t In t t I IF1 D ' } I i I I I I I 1 I I I I \ r I \ I I I I: IliI a I1 I I l I \�tI 1` 1 1: I �4 ;pI , 1 1 1 'l I ° 7 y � :- , ; _ - 3i t _-_ - - ! _ _1!0_+ _P ' < R 1 ' i r 1 i r i O AF, II .I } i :1 : II ' _ j I ' I ?t ! ` {((^` _- :� - � � - _ - . ' 1 { _� J _ _ _ _ 9 __7f6_* _4_ 9 3__8 __ _ _ 1 ___ a_� + _ S i . 1 I I I . r LI I I .4' r I , 1 .-C1 ON_ -T_ OJ _CU- _ OR -N_ -_T-TO_YU- _P OR - S _ - _ - T1_- I9 P __/- _ _L0-5_8 F-4 _. 0 -_.\ - .._ . .- I �'+ I , I / .s : _-r�� Ij I . '-_ - _ _ ` � _ , � �( I I I ) I ^ N }.. Ir ' ;6( lI ) ' 1 -E:1_ 2 X I W M 6 lE 50R 18 i R EL o PAO __________ � ' i i, _i J1 PAD EL ! !` 49Q3 SaO PROPOSED Bt1Q d7 LF j DRIVEWAY EXSNC GROUND I ------ 71 * 45 PAD EL I I t t ; I I 66 i WM C/W I 34 17, 'S go J EL J PPTW � PA® 439.0 421 307.3 r XFR .04 1 , 44 /E L ( ( � E 5�✓ _1. "50 50• I I m' }'I - 70 o .r _ _ PIKE - 118+69.77; 77, 5032• C (t r PAD FAD �1 5y. PAD 9EL j I ro PAD L iI °° ITT r IBaJ __ By 1 ( 8 lE 4 { l 06 �E U3 LC Vro P� w �i C 6 C 4CW N E. 8.+ .T . R. .. T 5' o Z0S2 0 .__2...- 10 PAD EL. IEDGE OF EX. ASPH. 43 311.3 1 1 TYP v v AAV 1:1 tI1 A LI I,I ,, rl t AIIII *66 1 :I ��t3 1 I i i I I I - _. RAD EL 0 I I a ' I I I! � I II 6 /E 77 I PC - 79 +2593 O I , P� ! PT = 5 +J28B 300.3 I i PAD EL PT = 19 +6216 ,� '. .3 CULVERT P 2 +1873 { 511.1 < TRACT A CONC 570.88 " " w l\ t I? �I 1, P� EL i 'I t J : t I " I f[ I { I 1 !r'•� i { EX CULVERT 69 *11 I /NT 2 +51.54 NE 8TH ST OPEN SPACE. ?r'.:.II 0 , 1`In \i i B dE,4�2' 7l i k . • ? +50.00, a \}� I I ii 489.3 III= 79 +80.36 MTj AKE "FtrIJ €- 1 1 I 72 IE CONC 570.19 FH 2 +B4. v - _ ..I{ .. w /•- `- �� `'.`1c ic'�':` \ \I I \V r i t I i' ? - - -� t I T 4 +79. 9 NE 8TH S7 ,} i PRC 77 s.r , d. X ` N INT 1 +00.00 NE 8TH ST IIII th I 1 +00.00 7RACT,E I .I•, -L' I tr i B /E.49998 I - 9 +99.99 NILE AVE NE } � :I - _ WM s 8 lE 452831 I PC - 4+ OS X LVERT *En AND $. ! t t t4 w B lE,'43251 r 1 \ I I r ,. I \ _ '78 j j E CU -.._.. ...._. �.._. ._,.,_ / � t t t\ , li I I', : ! t � III} I I ! /E14927/� 1 dti �____ ___ �- � `` r 2 12 IS CONC 517 59 - \ \ \ *37 47 1 It j V I ,a. t L w ,/w v 7 \ \\ I. ��1 - I t •. II 4111 Li IIt I ' r �� - EX SIGN 1 w w (.:. ,,, \t \\tt \444111\ i !W IM {I \t 70. I {I I r } ' '..• a •.x _ re / * -c -'i SE 12-O7H .. E " GRAVL -SE 120TH ST 4 n I.r t PAD 11} t I I PAD EL I I 5 I I PP EX CA E CB 8371 . 'S 1- R _ r, ,r r .. w . _w w .. . w w .w . w ,. ,w . w „ ,w . .r w „ ,r ., , , , w w W , •I �I .w \..i _ . . . ; , p h � / ' //� / ' �\ {+'' ' \ . , yyy\r\ 1 :I i4 l , i I l II i I i i I lI{ � l . / c . . 5 *2 4 3 .34 12B 4 I L�, F;. . `., Y �I I ,, } \ � \ I {R II ! C , w I Ii , -I it � I t 1+ ! , WA'YI I i I i t � O PTy 1E2 RN _ A /E SCP_ ACe t E o r7 1 1C 2K " E- C0W G �5107 N I�nC7 F w aw 1PR 2" IE GONG 50)8 i8vIE 45297: it E 44, ' 12" IE CONC 51087 E MBs EX. WOOD FENCE t PA + POSTS t I /nv F RE£A77ON PAD i i i 1 9 Ck VERT 66 , / 495 I TOP 514.44 CONC 51237 .- - I w w w mow" �' r , a _ I ` 1 i } -� I I •I 1 t u 1 L w .� �'\.`. . .w , \m / ,w . / / ww , j w \w , w " w = \ \ . E \ \a N °` , \ r • . r \ I \ { t� }�yn ,M rI II `, t J �{ { } { _.i..P. C4Ai,S/fD 89 !rEu1 L ' x r � � l \ Il `to4p 1 j I 1 '`� I I I ' irt lol P.�,t A1 ' 8D 8 .E3 L i -`r _ t } _ t \�I r r (' � \ } `,I 7- t. s - �.t / ' 1 \] , 1 II : `i Irr , � I l l F P.. .}.A4 .4... p 1 0 ' ti }E J T( I . t o II ' y t ,i ;7,i�, , `� . �* , '9p ,5 y \ \ q p s \ I i i I 8 4 I \ /9I 1 N 9 1 1, 5.BO i ` t iI i I I I t3l1Q0 - I �E12 X . RT \ I I I II �I.f L .1 12" l2E : CONIC C 571 .64 N 6 I C jI 2 IS GONG 511.56 3S NOIE 512.52 I I! TRAC 1 J+1 06 5 .- 9 0...3_ 8 EX GRAVEL JOINT' I EX CULVERT ` DR / 62 PAD l y I 60 MB ' -- . 1 L4C 512 L - [ 70. 58: EX BROKEN GONG 6 PA D fL W1PAD EL 3 PAJ) EL 5130 I J / 3150 i I EX WM �� II `i'ti,� ,_c. �P a �f�✓ _ �t..\, °.Ltl �y` 115 rl Z5, EX. CULVERT ,EX. MB CONC 513.00 / • , ! - `` ` .' - -'�' I - 576 -:. 8+31.00. 7.00 LT , I t SAMCUT TO ROAD / 1 +41.20, 8.00 LT I IN AREA aF SANITARY i SEWER INSTALLANOW 2-SS I ,t I �' `li ) ]]23059053 o 'J EX GRAVEL III 3 t 5" (IN W) I I I I H I I t. `-..� ..._ _......_ '- ....... _..._ __. II I f CTR OCHANNEC 45859 I I J EX. 7MH I I I DELANEY1 PARK I a 9 123059084 ICI ry /^� �+ EX. CULVERT In d I j I 190230k59368 12 "IEC 4.Ob Pi ,� ([I y T ( ,� EX WM EX. WM / \ _ = 1 4---------------- - - - - -- - == _ -- - - - - -- ------- - -- - -- - - - - -�� IE CONC. 514.09 - 40 1 _.._ _....... _ _ ...L, ._.._ / J EX MB PPT - ' -' - -- , { 312 XG ULVERT _ SCALE: 1" ' SS I - `' ---I-� i - EX SSMH 0 20 10 80 1. 211313 N_E 7TH PL - -- _ t EX MB - -_ --- _ - - -�- _ - - _.._ -. ❑ �J1, 70. NOTE *LOTS 28 -39: PRONDE BACK WATER VALVES ON SIDE INSTALLED AT LONER PAD LE ML SEE DETAIL SHEET 9. �Ttt CITY OF RENTON L� Approved by:.4.•.lt/, Date: 1 3 :y� ^� Approved br.-7 L Imo% Dater Approved by: Date: Approved by: Date: 02012 TRIAD ASSOCIATE: s- 3`(5113 Nft c 2 2 Z O 4 Q. g 10 cc 3 W W L W W 2 cc � Q 2 � Z y V 1O U^ tL O V t° 8 12 5 � gag qaq pap gaq I�I55 IIIII� k >� MCNAM A. MOW PE PBWSCI' YANAGBB MARK S MARRISOK KS PROWT WHOM / emm A 70mma PE MET MGDOBi6 "MY L COY ASA PROM IANDSM ARM= FMST SDBYlM DM: 7127107 WAM Bzzw -40• Tw.N /A PRER MM.- TOY MM, PR 12/19/11 I�!5t0-- Sf/lW NOT V= DNIM SIGNBO AIO7 DA78D JOB NO. 01-047 RM NO. 3 OF 10 c'tJ S 3y5f ®,3 1 m y m o � 1 N o 0 d I vi a 0 a a 0 M1 Y � Q z N a E'^ m Z 0 rn Q� d, n� so N� e C YR Z POR OF THE NE 1/4 OF THE I SE 1/4 & THE SE 1/4 /y MA �h7U w 0+4a 131 Lt F. Ir i 11 IE 64 Qp Io *30 THE NE 1/4, ALL IN SEC. 10, TWP. 23 N., RGE. 5 E., W.M. /IT1�1L11J MA70HUNE 16 +50, PAD ¢, I � I � MATGIFIUNE 8+29.62, / ell \ '�.,. _ � � J_ � % 'i � /._.../ `�•.' \ ,%.. .: \ /� - , , � % n k � X \ ' \ � 1 s r' ` y It} I I � y � ` t I.I . l , nt t �t ' i �t � t :t I N , r 'Alto ' ,,.y. .{ ,�( (i ! j .. ;.' • Y '} t, . _ , 1 � � I II I., ` r t ! 3R +r Ea ,26 C 7R.0Et 7I , A;r dt T IyO18 1 N i L 1 ' T ' • 1 � r 1 ' fP+ AM41 SHEET 4 Tt . _____ ___ __ ' I *PA6 O EEL M / E NT 1 1{ 41 2 "W f1 ~' - I 1 NE i L yACTC Kirkland, WA 98034-6 92 3 /OPEN ----- ------ 425 821 848 SSE SHEET MA _ 425.821.381 fax 8 / PA D EL 800Aea 0766 au tree EX CUL ✓ERT wI(a3aociales.nel * 73 *64 112 /E GONG 50387 1£ +9609 7 I I PD E _ _ ^ PAD f. IEX EJB ti 4843 '301.3 47 l I.1 ` 6 1. w 10' PR /VATS STORM DRAINAGE t it 451.21 -504- P(/yuc URLTY EAS5 o NDERGROUND *(2 � PAD E i i j i i i _a CONDUIT �� mPAD EL i V }l / iI �I i I f.7Nl$fI 5 r - = I 4 } /_ 480 1y 6Q 39 LF. 55 lE 483 8 �/E u 8 /E 42 r EX END OF GAS LINE -1__ __ -_____ ___ 72 } { } } . t I 2X ( " IS LCPT R T 5 0 6. 65 i PAD Q. 6J* II b IE . 45+ 46 12 +0000. 7, Ib ADE m { .l 81 t 0 2 1 ry . I l I III 1 1 331 : I , i l I b l ry ❑ 8 +92.98. 500 - 1 �,w .•I" , .' . v .v a, . - w .w w ,�" r , w ..w ,, , w I .ww H Yv I 1 I • . I i t % B'' U Fk 7F�` E' R / 1 ` I { } / / } i I I / ' ,% ` 't 1 1 ,{ i � / I I 1 i I I `I I I I i \ % 1,I/ ' , I ` v % ,z3 pI r tf , ` ' ' 'j s. Y1P 4i i IIl 11 I .1i'. + d T tI i i I I I ! I I l 1 jl ' 4 'i}lI iI It ' I' a 1`I 9 'iII I I I ' t VI i I 1! ti ' - *± ; ! - ._5 i} } ? , ,? i , t B\, i i i `i i � 1 p Jd I ! l r I I L,. x t t t x I i \ I . � ta `\Li. i V . \ t E °q\I L P \ t v _ I t ! j A \ \j \ I s ': + r i : : , G I ♦ ? :. I ` i k E „ a'P , \{; , . , *i: .' . tl s 0iI. 6 I _ ! , l_O E /_ E i4` 754_ f 137 5+ . 2 9 271 9 8 7L 8 R � ° iL -{ l i I l L. Iv t In t t I IF1 D ' } I i I I I I I 1 I I I I \ r I \ I I I I: IliI a I1 I I l I \�tI 1` 1 1: I �4 ;pI , 1 1 1 'l I ° 7 y � :- , ; _ - 3i t _-_ - - ! _ _1!0_+ _P ' < R 1 ' i r 1 i r i O AF, II .I } i :1 : II ' _ j I ' I ?t ! ` {((^` _- :� - � � - _ - . ' 1 { _� J _ _ _ _ 9 __7f6_* _4_ 9 3__8 __ _ _ 1 ___ a_� + _ S i . 1 I I I . r LI I I .4' r I , 1 .-C1 ON_ -T_ OJ _CU- _ OR -N_ -_T-TO_YU- _P OR - S _ - _ - T1_- I9 P __/- _ _L0-5_8 F-4 _. 0 -_.\ - .._ . .- I �'+ I , I / .s : _-r�� Ij I . '-_ - _ _ ` � _ , � �( I I I ) I ^ N }.. Ir ' ;6( lI ) ' 1 -E:1_ 2 X I W M 6 lE 50R 18 i R EL o PAO __________ � ' i i, _i J1 PAD EL ! !` 49Q3 SaO PROPOSED Bt1Q d7 LF j DRIVEWAY EXSNC GROUND I ------ 71 * 45 PAD EL I I t t ; I I 66 i WM C/W I 34 17, 'S go J EL J PPTW � PA® 439.0 421 307.3 r XFR .04 1 , 44 /E L ( ( � E 5�✓ _1. "50 50• I I m' }'I - 70 o .r _ _ PIKE - 118+69.77; 77, 5032• C (t r PAD FAD �1 5y. PAD 9EL j I ro PAD L iI °° ITT r IBaJ __ By 1 ( 8 lE 4 { l 06 �E U3 LC Vro P� w �i C 6 C 4CW N E. 8.+ .T . R. .. T 5' o Z0S2 0 .__2...- 10 PAD EL. IEDGE OF EX. ASPH. 43 311.3 1 1 TYP v v AAV 1:1 tI1 A LI I,I ,, rl t AIIII *66 1 :I ��t3 1 I i i I I I - _. RAD EL 0 I I a ' I I I! � I II 6 /E 77 I PC - 79 +2593 O I , P� ! PT = 5 +J28B 300.3 I i PAD EL PT = 19 +6216 ,� '. .3 CULVERT P 2 +1873 { 511.1 < TRACT A CONC 570.88 " " w l\ t I? �I 1, P� EL i 'I t J : t I " I f[ I { I 1 !r'•� i { EX CULVERT 69 *11 I /NT 2 +51.54 NE 8TH ST OPEN SPACE. ?r'.:.II 0 , 1`In \i i B dE,4�2' 7l i k . • ? +50.00, a \}� I I ii 489.3 III= 79 +80.36 MTj AKE "FtrIJ €- 1 1 I 72 IE CONC 570.19 FH 2 +B4. v - _ ..I{ .. w /•- `- �� `'.`1c ic'�':` \ \I I \V r i t I i' ? - - -� t I T 4 +79. 9 NE 8TH S7 ,} i PRC 77 s.r , d. X ` N INT 1 +00.00 NE 8TH ST IIII th I 1 +00.00 7RACT,E I .I•, -L' I tr i B /E.49998 I - 9 +99.99 NILE AVE NE } � :I - _ WM s 8 lE 452831 I PC - 4+ OS X LVERT *En AND $. ! t t t4 w B lE,'43251 r 1 \ I I r ,. I \ _ '78 j j E CU -.._.. ...._. �.._. ._,.,_ / � t t t\ , li I I', : ! t � III} I I ! /E14927/� 1 dti �____ ___ �- � `` r 2 12 IS CONC 517 59 - \ \ \ *37 47 1 It j V I ,a. t L w ,/w v 7 \ \\ I. ��1 - I t •. II 4111 Li IIt I ' r �� - EX SIGN 1 w w (.:. ,,, \t \\tt \444111\ i !W IM {I \t 70. I {I I r } ' '..• a •.x _ re / * -c -'i SE 12-O7H .. E " GRAVL -SE 120TH ST 4 n I.r t PAD 11} t I I PAD EL I I 5 I I PP EX CA E CB 8371 . 'S 1- R _ r, ,r r .. w . _w w .. . w w .w . w ,. ,w . w „ ,w . .r w „ ,r ., , , , w w W , •I �I .w \..i _ . . . ; , p h � / ' //� / ' �\ {+'' ' \ . , yyy\r\ 1 :I i4 l , i I l II i I i i I lI{ � l . / c . . 5 *2 4 3 .34 12B 4 I L�, F;. . `., Y �I I ,, } \ � \ I {R II ! C , w I Ii , -I it � I t 1+ ! , WA'YI I i I i t � O PTy 1E2 RN _ A /E SCP_ ACe t E o r7 1 1C 2K " E- C0W G �5107 N I�nC7 F w aw 1PR 2" IE GONG 50)8 i8vIE 45297: it E 44, ' 12" IE CONC 51087 E MBs EX. WOOD FENCE t PA + POSTS t I /nv F RE£A77ON PAD i i i 1 9 Ck VERT 66 , / 495 I TOP 514.44 CONC 51237 .- - I w w w mow" �' r , a _ I ` 1 i } -� I I •I 1 t u 1 L w .� �'\.`. . .w , \m / ,w . / / ww , j w \w , w " w = \ \ . E \ \a N °` , \ r • . r \ I \ { t� }�yn ,M rI II `, t J �{ { } { _.i..P. C4Ai,S/fD 89 !rEu1 L ' x r � � l \ Il `to4p 1 j I 1 '`� I I I ' irt lol P.�,t A1 ' 8D 8 .E3 L i -`r _ t } _ t \�I r r (' � \ } `,I 7- t. s - �.t / ' 1 \] , 1 II : `i Irr , � I l l F P.. .}.A4 .4... p 1 0 ' ti }E J T( I . t o II ' y t ,i ;7,i�, , `� . �* , '9p ,5 y \ \ q p s \ I i i I 8 4 I \ /9I 1 N 9 1 1, 5.BO i ` t iI i I I I t3l1Q0 - I �E12 X . RT \ I I I II �I.f L .1 12" l2E : CONIC C 571 .64 N 6 I C jI 2 IS GONG 511.56 3S NOIE 512.52 I I! TRAC 1 J+1 06 5 .- 9 0...3_ 8 EX GRAVEL JOINT' I EX CULVERT ` DR / 62 PAD l y I 60 MB ' -- . 1 L4C 512 L - [ 70. 58: EX BROKEN GONG 6 PA D fL W1PAD EL 3 PAJ) EL 5130 I J / 3150 i I EX WM �� II `i'ti,� ,_c. �P a �f�✓ _ �t..\, °.Ltl �y` 115 rl Z5, EX. CULVERT ,EX. MB CONC 513.00 / • , ! - `` ` .' - -'�' I - 576 -:. 8+31.00. 7.00 LT , I t SAMCUT TO ROAD / 1 +41.20, 8.00 LT I IN AREA aF SANITARY i SEWER INSTALLANOW 2-SS I ,t I �' `li ) ]]23059053 o 'J EX GRAVEL III 3 t 5" (IN W) I I I I H I I t. `-..� ..._ _......_ '- ....... _..._ __. II I f CTR OCHANNEC 45859 I I J EX. 7MH I I I DELANEY1 PARK I a 9 123059084 ICI ry /^� �+ EX. CULVERT In d I j I 190230k59368 12 "IEC 4.Ob Pi ,� ([I y T ( ,� EX WM EX. WM / \ _ = 1 4---------------- - - - - -- - == _ -- - - - - -- ------- - -- - -- - - - - -�� IE CONC. 514.09 - 40 1 _.._ _....... _ _ ...L, ._.._ / J EX MB PPT - ' -' - -- , { 312 XG ULVERT _ SCALE: 1" ' SS I - `' ---I-� i - EX SSMH 0 20 10 80 1. 211313 N_E 7TH PL - -- _ t EX MB - -_ --- _ - - -�- _ - - _.._ -. ❑ �J1, 70. NOTE *LOTS 28 -39: PRONDE BACK WATER VALVES ON SIDE INSTALLED AT LONER PAD LE ML SEE DETAIL SHEET 9. �Ttt CITY OF RENTON L� Approved by:.4.•.lt/, Date: 1 3 :y� ^� Approved br.-7 L Imo% Dater Approved by: Date: Approved by: Date: 02012 TRIAD ASSOCIATE: s- 3`(5113 Nft c 2 2 Z O 4 Q. g 10 cc 3 W W L W W 2 cc � Q 2 � Z y V 1O U^ tL O V t° 8 12 5 � gag qaq pap gaq I�I55 IIIII� k >� MCNAM A. MOW PE PBWSCI' YANAGBB MARK S MARRISOK KS PROWT WHOM / emm A 70mma PE MET MGDOBi6 "MY L COY ASA PROM IANDSM ARM= FMST SDBYlM DM: 7127107 WAM Bzzw -40• Tw.N /A PRER MM.- TOY MM, PR 12/19/11 I�!5t0-- Sf/lW NOT V= DNIM SIGNBO AIO7 DA78D JOB NO. 01-047 RM NO. 3 OF 10 c'tJ S 3y5f ®,3 1 m y m o z 0 o O 1 N 4 °z "'I m 6 G a m b m ry N sI 0 M1 2 d �o wa a o_ N O gy� U " We 8� �a N x z 1X72,8059358 %i 1 023059358 v "'1 C)23059358 1023059357 �- - - -- W - _x_- x_xTx` -- X I, / � ,x -X�zX w ,.- .x -�xX' ryry ((''''' / 9 2 1 1 �T-R -U x- 0 // x x ) w W v 1 �N% w v w v 'v .w w , ti" w w '.• w `4 ,, v w ,." w v w w w .•"'w v w //% i : 00P v I v v v w w w w w �w w w W" w •k -'mow w v w w „W" w w W W v W� // I %V %% %� Z( w 'w w W W v Y w w ,_:V' w �V v " ='w .•U' •w w w _w,_._. yr'" '.y .• .•w 4 v w v w _, v� w 1 w w' w m m w w w w ,'., "w w .w.. .✓ w -'w w w ,..'.._�w w w w _...:v__...- w " -_-w __�. -. .. .. _ % Ivy / - ,v,,.... v _. _ ." �, ^ "w - .....__w -.._ ,. -... .,, .._ „�.-_ .,I✓ ." / / i i /� /�� /// // N SEC. 10, TWP. 23 N., RGE. 5 E., W.M. 1 Q2305!�3 EX / / _ i / 1 1 .M1 1 � TRACT K / � - � / / 1 r / n EXI OUND I CONTOUR TYPT -J, / 1 / /l � .. .. s� ,/w � 440: ,...,....._ _ _ i/.. �,,.• �!/ .:.i. /: /I/// j i 9� I '� w :v .,, I .r .. �. EX 8- SENER STLB w w _ rr - -- � i 'ax ;.cam: . - /MN� / �i „ r ' r ;' I ' � I ' . �' `I �.., :' 7RACT' I i a i II / I r !O � i �^ J, A w ." w ." w E(pJG+T'Y B 'O•F t" 12�LZI YB. ' 3 � .,. p5 0 - r"`r' !' '' / i . ✓ :. "i v- / i � / ._,..4�� DE1 ?)Q N � A48_ RECREATION 11P I. 1 M / .. CT TO PQ� H w. / x a _ / % / v � .D Y�RlFY d7S77NN w / w'r a, i .'� -� J ,..- /" it /; 4� ...,...,'"` / CUdRACT7�2: SEA' 8 �6£N£R•31UB ELEVATION �' ,. " / _.r / i _r i / - - - \ v PRILiP�,70 C ST1iUFTING ----------------------- _________ _ _ 1r' .� w - ^ NOTE 16:OVJ SHEET . SEWER-SYS7EM: 1 t 1 l _ "-- __ _ - --_ _ _ _ _ - X4.50- v 9 faR INTALL:I7/ON.. a. w .".,,�. ..w ".,- , / �/, '/ 1 v vv vv �-.. _ -452 �T �` v _ r __ _ _ y / if TEE rb;.' r / ,z'_. s -,i:` / '��6 i Ay0 �... __ vNv - X460'?" 'ii 4 SE12346.I SHEET 9 / / - 45 r p.-- .✓.. .�._,,, - - - O� N512346.B647 i tE _..,.` E11643956,9 27 ' .'' 4- 1.' ,'' 1 * 23 : I T y ~ sE1Nx {sErPRefsm ,r- - " dy' 22 21. 2P ;,_. k 9 J 1 ,- - t'7 - -; t / / t y is JbwR 04 18' % y : t %I I .' Jk 251 i iT 24 I PAO d .a I ® }i 5 46Z4 ' ` 467.0 H AD d 4860_ / INSTALL P d 9 j.�i I -.� /I ti .5 I.. i I I / r%i r �' 2% PAD 7 458.7 ` >' r , ,. 4Z' t l' rlla /+ 447.0 I t i 458.8 Id6.0 I II Ii �. I� #B F...I ,I " -I STD DX 404.2 , r SHEET 9 `s• It'I 1 i I ;? PROPOSED I 0+9365, ' \': 'J 6 IE7180.31'J'i 6 'iE 48677 B..-/E 70.21 -r '• " ..�` DRIVEWAY TIP ,%5.00 RT i 6 /E 45274 vvV - -IGO�..�Y� •. - / 468- �- --'470- / J _... 3.� lE 44 6 / n449,' 6 /E 430.J0 6 IE 459.88 TVP O - w 7.31w1820i LT '\ v. �v/vv I. 437 1 II t , y LYONyS AVE �/JE - w w 6 +2286 410;46' LT i Y w ,•�BCNOaPL NE L \ \ \ n \ C \ \ \,' - } r ._1 t- ....m... l� ' <_- ./ ; .' / "\SEN£A EASEMENT : \\ \� \ \ 22 B PVC I i 1 rt �� .✓ w - 7RAGT.Q ;�, i : � ;, •'' @@ " ! �\ \ \ \ .: OPEN' SPACE f w \ i \ \\ � \i\ \\ \v WrALTV PAW APOUNRO�SSAIIf" •\ r '� ili .` r { i E PAD - r.d \ AND,M TCl1 GRADE 8 +40.7 / b T9 ". 467.3 I , I j • C - 13 +0 I r r,, 6 /E 14847 F L. 14 :3 AT THE BACK OF -. i B /E 48677 + .. .. .. SIDEWANK. .. l 1 / H '' > 6 /E 6 /E 65 , B E- " ` . _ i to / 1 II 146. , "" 1 6 -JEJBL l£r4 Z6 i 6 % i - 772 - - 474 PAD 3 O / a PAD d PAD d * 855 .A I 86 48'25 ;/' _ ----- � I 1 w P1 .____ 3 0 0 7RAt':T fi" 7 rVr /11 r /t\r /"61r8J 3 m < -e RECREARON OP SPACE' `P l r / I ) - f \}j PAD d -- - -- o o o " / : l { / / P r 45RO / I ��_ a_ Jam/ ' 47(y - -' li, " *r88 .i"i i ... ....._ ,.. . _ '� 89 r i Y / /r / / 1' r 4j'3' //r ",. (` rl \ . I / % / „i. 1 7 ' /*87 478.0 i. PAD Ell ' i i * 9Q W K ¢ w �V v/ w/ p� '% ,/ 7 /' 1 I I d J jlI 1 i 91~ hyb ADd s, iI; ADd - r /' 47.10 4860 i P d .- J_ a r _ - -- -- .,A=� ,TTQ.R 11 r� r�i ^r. -... �'ri 'A1 _•`', _482 `; r :"I 7RA_CT J // l �' / ✓; ' ., r -,_ fr r�r..7.,_ ;, ?. i, - - - -- _ ~ SENSl7)VFAREA1 .V , *g'i / \r n �;3• r ` 17 - ` !i i r / I , ...__.I -L.. , .. '�.. .. -1 \.. t (, //F ` - '`1Vf " s//- --'t.' ✓ = I I 82' ...464 i III ( 1 III I z I 14 _- FlN/5N GRADE ... -..b86. . ° 1 y9a / I CONTOUR TTP -._, .. 551 nN (01 n,, y c TT�9 i I *78 - " "-8 -1 PAD *75 m FRIVAIE STORM OR SED/ DRAINAGE AND"PUB .. _ U77LNY EASEMENT I MID) IVEWAY 'AR d'11I 4f'41R5: ) r - I .> � .. i ,..... ` 1, 17 � ' i S 44&16 I. ,' �- " i r /.��z _-tE. ..r _-i =- _.,. +i _..r' I �... ... ( 1 .' .. � .1. - ' •.;., � V V .. / ;9'29,f ti !_i/ t k •,-I I 1 �', '7 �l /1- _I- ,rl ...'' T3�i"4-- --+ - ....,_.. 3_. .- L r /j)i7nll;' P 0 EL ,I61. 4 ^" '•; q/ ..1._ -.1 `. 1 . -.... -� \\ 24'-2 'i - 1 - 6 +45. 6 z AIA PC 6 +14) 483 21 r' PADa 61F•ap NE f � ? f 8 t 7RAC7' c, RECRE477QN OPEN SRACE� i i P 3• ' BAKER AVE NE I I I � 6 /E 476. 74' y MA UN " PAD d ' 8 +29.82 'k �p 4664 J CEF sN MT BAKEi (SEE PROFILE. SHEET rPAV ELI f I T I 16 +5a ME 3 TRIAD ASSOCIATES 12112115th Ave. NE 'EX CB 7856 ] >WM Ktrkland. WA 98034-6923 4 " TOP 459.90 ] { { y 425.821.8448 N) 78 , IE CPP 457.25 N L 451.55 W 18, IE CPP`457.25 S 425.821.3481 fax `'S It! 1 I. kWALK" y 12014§- � Ira 800 88 STREET" x\xvAnatlassociaies net 51 _ _• \ l :' Ex CL 10328 TOP .460.5,E t _ / 12 /E CUP 458 68 C (N) _r 12 /E CONC 46888: Sw our) _ -° -_ S`ES5t9�T/ 3 W x .t. / EX. CB 10,314 S META I �, TOP 467.04 I gq1 - 12 /£ CONC ;458.8P E (lN) EX SSMH 10315 -j),12 "LE COJJfi 458,84 NW ((OUT) RIM 474.18 ` £K DEAD END." -'" 8" (IN E, OUT W) EOPCB 7857 TYPE 1-14811 -_ _ - -- CTR CHANNEL 458.48 O (LOCATION AT CTR LID) Iy ,� 12" IE CPP 456.64 S 3 m 12" lE CONC 45237 SW p 12" lE CONC 456.64 SE 12" lE CONC 456.64 NE ff 1 18" lE CPP 457.07 N Q W \ / ,.-{: 18" lE CUP 456.97 W (OUT) S " i \ \ t 4% EX ROCKIN HORSE A Q. I S=3451 14 DANCE BARN � O 1 1 EX. SDMH 7863 TYPE 11 48" cc I 1 •" I" - 7021459.68 Lu J 24� lE CUP 451.88 NW 1.. lE CONC 453.60E , \ J2° lE CMP 454.75 S �"ti.Y c++ .•. % 18" IE 'CONS 455:83 E '1 =' W C a (BRICIy 7fjUC7/ON) C r •':a ' ,:; Q VII •1 ....... i / Z I 1 i. 3 Z iI1I :..I. �. ..'. VII /I� /I I V. r` TO 477.82 q) Q O 12,' 1E CUP 469.52 At 12" lE CUP 46Q.6� S q �1 fy �1ry _J O -1 /'n d 7f a�J LOJ J i� V .1 tJL i� V i 1, n x �T a s a TOP 48-3 99 Ei 5 7 �tl 1221E C 481.99-N j= 12" IE CUP 487.19 EEx��rn. SCALE: 1"= 40' pp 0 20 40 90 C a n @ X. 4 IEX WV 79 �, 33$538 EX. g D. NOTE 0+ 38 LF, *1112 I ( l6pfA/6) A TOIgVS PE 8 /E; 481.25 PAD d / /I ; , ( NOTE., P&f7S1.T IIKGMM s9zD o E L07S 15 -21 REQUIRE SENfR EECTDRa'P,UMPS FOYt TL COX ASLA rh v : _ µl 1 / BASEMENT BA7HROAN. SPE&IRCA77ON5"�ilALL BE PROVIDED DURING HAVE CONSTRUCTION. PWS1 SOBULtAL DM: 7127107 SCAM 8MT-40' 1W.N /A ALL PROPOSED SANITARY SEWER MANHOLES SJJALL Pia10 I I ..Jn# EX CULVERT ['F.Ht af91Bf: TOM NA1'r. ['8 12/18/11 f I BE 48"fI UNLESS OTHERNtsE /ND /GATED. 72 /E CONC 496.66 __ __ CAUTION LOCATION OF EXIS77NG U77LI77ES SNOW IS gp A TO _ -. W APPROX/MA7E AND NOT BE ACWRA7E AR ALL 4 e O 8 4Q 39 LF p EL gpp . % �E�x. uTP w/ xFR INCLUSIVE IT IS THE CONMACTOR'S l£ 48428 >F '� ;. , KT) NT 56.06 NE 87H PL �J Ex. TMH RESPON$lB/Llii 70 FlELD VERIFY LOCATION OF e ° II. [ 63810021 5 U77U77ES PRIOR TO PROCEED /NG NIIN ,= 15 +82.22 MT BAKER PL NEI ' [ EX. CULVERT CQNS7RUC7ION. YOU MUST CALL 1- 800 -424 -5555 a �12" lE CMP 499.29 NOT LESS THAN 2 FULL BUSINESS DAYS BEFORE •�oA a zae4, 2m°j 64 PAD !d [ ::�:" wCUL SA T TO ROAD 8 bPJl /+ /r9 I BEGINNING EXCAVATION NHERE ANY UNDERGROUND a area o I r wtiN AREA OF SANITARY UTIU7IES MAY BE LOCATED. FAILURE 7D DO SO OVAL INSTAL-A RUN COULD MEAN BEARING SUBSTANTIAL REPAIR COSTS I 9 [ a SSMH 15 r�' I ..Zti 1! 12 /EUCONC 501.26 10' CITY OF REN * 8 I ' j I SEWER EASEMENY ' iI .'I �` 25=0 8 /E 489.81 5D0.0 *7h� ii 11 If _l • PAO d i Np j �{ �. j 4 j 1,¢87. 39 LF. 307.0 'n I' c 6 /E 48J2J i 7 �'II k'�� f' 7301 I z 1 CITY OF RENTON Approved by: Date: / K- ZO Approved Date:y� Approved by: Date: Approved by: Date: Sfw NOT VE D UN= SIG= AND DAM JOB NO. 01 -047 SHBAT NO. 4 OP 10 ®2012 TRIAD ASSOCIATES II D m {pg6 f z Ex. CULVERT 8 IE "CPP 486.70 Ex. CULVERT 1rL075 28 -39: PROVIDE BACK WATER VALL£S ON SIDE SEWER INSTALLED AT LONER PAD LEVEL, SEE DETAIL SHEET 9. Z A g ° a a o� II k �}j 4Y TILT A O (41�'.' °z a tsg gg p gg gg II nn V1 75 - /' I 1 la j ' ( MAINTAIN A MINIMUM OF S' HORIZONTAL SEPARA710N BETWEEN THE SANITARY SEN£R AND STORM DRAIN i! --J F- �.:' e - �' �2 . AND 10' BETWEEN 774E SANITARY SEVER AND WATER. 13 I = l: I , o- 538100220 NO 7E., L07S 7 -8, 11 -13, 19 -21, 23 -27, 44 64 74-81, ARNAR0 A. 70026 P£ PRW= NANAGRB 83 -85 87 -90 REQUIRE BACK WATER VALVES INSTALLED ON THE S/DE S'ENER SEE DETAIL SHEET 9. MAW s HAR76sat Ins PBDM RURymR 0+ 38 LF, *1112 I ( l6pfA/6) A TOIgVS PE 8 /E; 481.25 PAD d / /I ; , ( NOTE., P&f7S1.T IIKGMM s9zD o E L07S 15 -21 REQUIRE SENfR EECTDRa'P,UMPS FOYt TL COX ASLA rh v : _ µl 1 / BASEMENT BA7HROAN. SPE&IRCA77ON5"�ilALL BE PROVIDED DURING HAVE CONSTRUCTION. PWS1 SOBULtAL DM: 7127107 SCAM 8MT-40' 1W.N /A ALL PROPOSED SANITARY SEWER MANHOLES SJJALL Pia10 I I ..Jn# EX CULVERT ['F.Ht af91Bf: TOM NA1'r. ['8 12/18/11 f I BE 48"fI UNLESS OTHERNtsE /ND /GATED. 72 /E CONC 496.66 __ __ CAUTION LOCATION OF EXIS77NG U77LI77ES SNOW IS gp A TO _ -. W APPROX/MA7E AND NOT BE ACWRA7E AR ALL 4 e O 8 4Q 39 LF p EL gpp . % �E�x. uTP w/ xFR INCLUSIVE IT IS THE CONMACTOR'S l£ 48428 >F '� ;. , KT) NT 56.06 NE 87H PL �J Ex. TMH RESPON$lB/Llii 70 FlELD VERIFY LOCATION OF e ° II. [ 63810021 5 U77U77ES PRIOR TO PROCEED /NG NIIN ,= 15 +82.22 MT BAKER PL NEI ' [ EX. CULVERT CQNS7RUC7ION. YOU MUST CALL 1- 800 -424 -5555 a �12" lE CMP 499.29 NOT LESS THAN 2 FULL BUSINESS DAYS BEFORE •�oA a zae4, 2m°j 64 PAD !d [ ::�:" wCUL SA T TO ROAD 8 bPJl /+ /r9 I BEGINNING EXCAVATION NHERE ANY UNDERGROUND a area o I r wtiN AREA OF SANITARY UTIU7IES MAY BE LOCATED. FAILURE 7D DO SO OVAL INSTAL-A RUN COULD MEAN BEARING SUBSTANTIAL REPAIR COSTS I 9 [ a SSMH 15 r�' I ..Zti 1! 12 /EUCONC 501.26 10' CITY OF REN * 8 I ' j I SEWER EASEMENY ' iI .'I �` 25=0 8 /E 489.81 5D0.0 *7h� ii 11 If _l • PAO d i Np j �{ �. j 4 j 1,¢87. 39 LF. 307.0 'n I' c 6 /E 48J2J i 7 �'II k'�� f' 7301 I z 1 CITY OF RENTON Approved by: Date: / K- ZO Approved Date:y� Approved by: Date: Approved by: Date: Sfw NOT VE D UN= SIG= AND DAM JOB NO. 01 -047 SHBAT NO. 4 OP 10 ®2012 TRIAD ASSOCIATES II D m z O z � 1 N A O °z a � II nn V1 1 ti H z o z d � 1 0 0 N °z W H ^y > 'Tn 0 d 3 I W W- io m o� NQ C6 5'0 k'R W 470 z O w cn O ry z 460 O z W Q 450 W wz �z vw 490 /J ♦� a o 480 m 11111H n n ■E■■■" M Z 0 N_ K °� 1 z 490 510 15 +00 n n b V 6 +00 16 +00 M 1 18 +00 h 445.41 4.45 3! a' lE 44*90 (our) 440 Z v+ O 9 +00 10 +00 11 +00 19 +00 j45 S 20 +00 OG 15 -345f f6 116 rniAD �5k Vv SW NOT VAO UNM MGM AIM DOW ION NO. 01-047 SM NO. 6OF 10 C.D 11 5 - 3456G t a z o z G � N o� yW i9 9 a E� n ao �m N� pO� e� Y^i c W x z O �W,n (V // LL z O w ry w w �z H r r z i o -mE K a a Q O q z 0 N 0 Z 520 510 490 �� 470 9 +52 9 +00 8 +00 7 +00 lS +UU 0+UU 4 +UU 17111VU Clruu ITIVV 520 510 m 470 rmf CITY OF RENTON Approved by: Waa Datec4( Approved b � °'�"' Dater Approved by: Date: Approved by: Date: 06,S- 345//7 TRIAD TRIAD ASSOCIATES 12112 115th Ave. NE KirMantl, WA 98034 -8923 425.821.8448 425.821.3481 fax 800.488.01581 on free viww.tnWas clates.net ZZ O 2 2 !O! z ~ c 3 W 10 00 X O a i o OC Wi u_j� Lu co ° Q � 2Q Q W 2 m V� o ti W CV r b 8 12 e� 12e $ a H MCMM A 70Y176 PE PROM NMGKR YNK S HARROW PLS PRWKT 911MYOR OOMI M A IMNO 5 PE PRIUM mall DS6 "FFRY L C0X ASLA FBDfl= LANDSCAPE ARCWT&.T FIRST SUMITNAL DATE: 7 127107 SCAM WIL'f -40' YW:f -4' PSBR MIKE You MATT. PE 12/12/11 I�51v2 ftw NOT VUB DNIM SIGNED AND DATED JOB NO. 01 -047 SM NO. 70F 10 CIJ, s- 3�516� a a z obz 0 N 0 0 °z � uu 1"� i A a e W— g� �a pM14 \^r^i Y �1 W z O �W V / O O z IY ♦— o Q0 W w 0 �z � tx iJ� Fz w `2 �k a I of a a w 0 Z 0 V) 0 Z 430 420 520 510 EM 4 OF THE SE 1/4 & THE SE 1/4 OF THE NE 1/4, ALL IN SEC. 10, TWP. 23 N., RGE. 5 E., W.M. 7 +00 it 510 500 490 9 +00 7U +00 1 +00 2 +00 2 +79 77 +UU .4G IL +UU 13+UU 2��3�1J 74+UU 5- 345118 •e" �;`3 1, � / f Z1, - NO CITY OF RENTON Approved by: Date: Approved b Date: Approved by: Approved by: Date: Date: TRIAD ASSOCIATES 12112115th Ave. NE KiMIand, WA 980346923 425.821.8448 425.821.3481 fax 800.488.0756 Oil free w. a v.tnWassocmWx.net 2 W � o Z i y Wa F� 3 ,N Z 4O O 0 W WZ cc C LU \ y y Z eg Z W 0 Q 3 oc W � o Q > Z 3 X13 �aa e� ;1$ CSC °z A70441m A 701000 PE PBW= NAMM MAW S MAFPoSGW PLS PROWT SONP&YON /CHARD A 7dM/S PE PHWWr ENGUM ,E77ERY L COIL ASL1 PBDn= IANDSM AHCE fM FISSf SUDIQM UM 7 127107 P862 A6 zw. Tom MATT, PE 12/13/11 1�Stkv StW NOT TED UN= SAN® AND DATED JOB NO. 01 -047 SHUT NO. 8 OF 10 t t>11� H z o z v sm 1 0 0 N m °z J 46 � uI n ul I� 0 vi sa d 0 I o h c K 0 N wz 0c) O EE-1 z 3 v r Y Z r 71 (v -E �¢ o ra E O q Z O N_ lY 6 Z THE NE 1/4 OF THE SE 1/4 & THE SE 1/4 7' u NOT TO SCALE MANHOLE FRAME AND COVER SEE STD. PLAN 401 ADJUSTMENT RINGS (2" MIN.) SEE NOTE 6 MORTAR JOINTS) (3/8" MIN.) SEE NOTE 5 CONE (ECCENTRIC) RUBBER GASKETED JOINTS IN ACCORDANCE WTH ASIA C -443 STEPS - POLYPROPYLENE STEPS SHALL BE INCLUDED CONCRETE RISER BY PIPE INC., OR APPROVED EQUAL. LADDER- POLYPROPY_ENE SHALL BE ATTACHED TO MANHOLE MAX. PIPE SIZE - 'E' CONCRETE SHELF PRECAST BASE SECTION OR CAST IN SHELF. 'A' 1 '0' 1 'C' W � 48" MH 2 z 3 0 21" I.D. 54" MH 54" 8" MIN. 5.5 MIN. /W V / 24 I.D. 0 60" 8" MIN. 1 6" MIN. z 1 30" I.D. 0 [2 n C64FFI TYP W COVER SECTION VIEW c / EON BOLTING DETAIL W wz 0c) O EE-1 z 3 v r Y Z r 71 (v -E �¢ o ra E O q Z O N_ lY 6 Z THE NE 1/4 OF THE SE 1/4 & THE SE 1/4 7' u NOT TO SCALE MANHOLE FRAME AND COVER SEE STD. PLAN 401 ADJUSTMENT RINGS (2" MIN.) SEE NOTE 6 MORTAR JOINTS) (3/8" MIN.) SEE NOTE 5 CONE (ECCENTRIC) RUBBER GASKETED JOINTS IN ACCORDANCE WTH ASIA C -443 STEPS - POLYPROPYLENE STEPS SHALL BE INCLUDED CONCRETE RISER BY PIPE INC., OR APPROVED EQUAL. LADDER- POLYPROPY_ENE SHALL BE ATTACHED TO MANHOLE MAX. PIPE SIZE - 'E' CONCRETE SHELF PRECAST BASE SECTION OR CAST IN SHELF. NOTES 1. STEPS TO BE POLYPROPYLENE SAFETY STEPS. 2. STEPS ARE TO BE IN PLACE BEFORE MANHOLE SECTIONS ARE INSTALLED. 3. CASING SHALL BE PER STD. PLAN 401. 4. MANHOLE SECTIONS TO BE OF REINFORCED PRECAST CONCRETE. 5. ALL JOINTS BETWEEN THE CONE RISER RINGS BRICKS AND CASING SHALL BE GROUTED. 6. ADJUSTMENT OF THE CASING TO GRADE SHALL BE ACCOMPLISHED WTH A COMBINATION OF ADJUSTMENT RINGS, BRICKS AND MORTAR ONLY BRICKS SHALL BE STAGGERED TO CREATE A RUNNING BOND OR 1/2 BOND. THE nSF OF SHIMS 9 pROHIR TFn 7. SANITARY SEWER MANHOLES SHALL HAYS ALL INTERIOR SURFACES, INCLUDING CHANNEUNG, COATED (SEALED) WITH A HIGH SOLIDS URETHANE COATING; WASSER MC- ARCSHBLO OR APPROVED EQUAL; COLOR OF COATING SHALL BE WHITE. 8. RUBBER GASKETEO JOINTS SHALL BE IN CONFORMANCE LATH ASTM C -443. 9. CHANNEL HEIGHT SHALL BE A MINIMUM OF 3/4 OF THE INSIDE DIAMETER OF THE LARGEST PIPE. 10. CONNECTIONS TO MANHOLE SHALL BE MADE USING GPK ADAPTOR KCR -N -SEAL BOOTS OR APPROVED EQUAL- 11. IN UNIMPROVED AREAS. MANHOLES SHALL EXTEND A MINIMUM OF 6' AND A MAXIMUM OF 12" ABOVE FINISHED GRADE OR MUST HAVE A MINIMUM 2' DIAMETER CONCRETE RINGS POURED AT GRADE. IN PAVED AREAS, COVER MUST SLOPE IN ALL DIRECTIONS TO MATCH PAYING. STD. PLAN - 400.1 PUBLIC WORKS STANDARD SANITARY MANHOLE a I DEPARTMENT SEPTEMBER 2011 MANHOLE FRAME AND COVER PER DRAWING 401. ADJUSTMENT RINGS (2" MIN.) SEE NOTE 6 MORTAR JOINT(5) (318" MIN.) SEE NOTE 5 X24 "� 0 O 12" v ry L I.T 54" v. v ° v MIN. TO 12" MAX. 0 NOTES: 1. STEPS TO BE POLYPROPYLENE SAFETY STEPS. 2. STEPS ARE TO BE IN PLACE BEFORE MANHOLE SECTIONS ARE INSTALLED. 3. CASTING SHALL BE PER STD. PLAN 401. 4. MANHOLE SECTIONS TO BE OF REINFORCED PRECAST CONCRETE. * ALL JOINTS BETWEEN THE CONE. RISER RINGS, BRICKS AND CASING SHALL BE GROUTED. 6. ADJUSTMENT OF THE CASING TO GRADE SHALL BE ACCOMPLISHED WITH A COMBINATION OF ADJUSTMENT RINGS, BRICKS AND MORTAR ONLY, BRICKS SHALL BE STAGGERED TO CREATE A RUNNING BOND OR 1/2 BOND. THE USE OF SHIMS IS PROHIBITED. 7. SANITARY SEWER MANHOLES SHALL HAVE ALL INTERIOR SURFACES, INCLUDING CHANNELING, COATED (SEALED) WITH A HIGH SOLIDS URETHANE COATNG; WASSER MC- AROSHIELO OR APPROVED EQUAL; COLOR OF COATING SHALL BE WHITE. 8. RUBBER CASKETED JOINTS SHALL BE IN CONFORMANCE WITH ASTM C -443. S. CHANNEL HEIGHT SHALL BE A MINIMUM OF 3/4 THE INSIDE DIAMETER OF THE LARGEST PIPE. 10. CONNECTIONS TO MANHOLE SHALL BE MADE USING GPK ADAPTOR, KOR -N -SEAL BOOTS OR APPROVED EQUAL 11. IN UNIMPROVED AREAS, MANHOLES SHALL EXTEND A MINIMUM OF e" AND A MAXIMUM OF 12" ABOVE FINISHED CRINGE OR MUST HAVE A MINIMUM 2' DIAMETER CONCRETE RINGS POURED AT GRADE. IN PAVED AREAS, COVER MUST SLOPE IN ALL DIRECTIONS TO MATCH PAVING. PUBLIC WORKS SANITARY MANHOLE STD. PLAN - 400.2 DEPARTMENT SHALLOW SEPTEMBER 2011 RENTOti' SEWER COVER BOTTOM VIEW COVER & FRAME 'A' 1 '0' 1 'C' 'D' 'E' 48" MH 48" 6" MIN. 5 "MIN 24' MIN. 21" I.D. 54" MH 54" 8" MIN. 5.5 MIN. 24" MIN. 24 I.D. 60" MH 60" 8" MIN. 1 6" MIN. 1 42° MIN. 1 30" I.D. NOTES 1. STEPS TO BE POLYPROPYLENE SAFETY STEPS. 2. STEPS ARE TO BE IN PLACE BEFORE MANHOLE SECTIONS ARE INSTALLED. 3. CASING SHALL BE PER STD. PLAN 401. 4. MANHOLE SECTIONS TO BE OF REINFORCED PRECAST CONCRETE. 5. ALL JOINTS BETWEEN THE CONE RISER RINGS BRICKS AND CASING SHALL BE GROUTED. 6. ADJUSTMENT OF THE CASING TO GRADE SHALL BE ACCOMPLISHED WTH A COMBINATION OF ADJUSTMENT RINGS, BRICKS AND MORTAR ONLY BRICKS SHALL BE STAGGERED TO CREATE A RUNNING BOND OR 1/2 BOND. THE nSF OF SHIMS 9 pROHIR TFn 7. SANITARY SEWER MANHOLES SHALL HAYS ALL INTERIOR SURFACES, INCLUDING CHANNEUNG, COATED (SEALED) WITH A HIGH SOLIDS URETHANE COATING; WASSER MC- ARCSHBLO OR APPROVED EQUAL; COLOR OF COATING SHALL BE WHITE. 8. RUBBER GASKETEO JOINTS SHALL BE IN CONFORMANCE LATH ASTM C -443. 9. CHANNEL HEIGHT SHALL BE A MINIMUM OF 3/4 OF THE INSIDE DIAMETER OF THE LARGEST PIPE. 10. CONNECTIONS TO MANHOLE SHALL BE MADE USING GPK ADAPTOR KCR -N -SEAL BOOTS OR APPROVED EQUAL- 11. IN UNIMPROVED AREAS. MANHOLES SHALL EXTEND A MINIMUM OF 6' AND A MAXIMUM OF 12" ABOVE FINISHED GRADE OR MUST HAVE A MINIMUM 2' DIAMETER CONCRETE RINGS POURED AT GRADE. IN PAVED AREAS, COVER MUST SLOPE IN ALL DIRECTIONS TO MATCH PAYING. STD. PLAN - 400.1 PUBLIC WORKS STANDARD SANITARY MANHOLE a I DEPARTMENT SEPTEMBER 2011 MANHOLE FRAME AND COVER PER DRAWING 401. ADJUSTMENT RINGS (2" MIN.) SEE NOTE 6 MORTAR JOINT(5) (318" MIN.) SEE NOTE 5 X24 "� 0 O 12" v ry L I.T 54" v. v ° v MIN. TO 12" MAX. 0 NOTES: 1. STEPS TO BE POLYPROPYLENE SAFETY STEPS. 2. STEPS ARE TO BE IN PLACE BEFORE MANHOLE SECTIONS ARE INSTALLED. 3. CASTING SHALL BE PER STD. PLAN 401. 4. MANHOLE SECTIONS TO BE OF REINFORCED PRECAST CONCRETE. * ALL JOINTS BETWEEN THE CONE. RISER RINGS, BRICKS AND CASING SHALL BE GROUTED. 6. ADJUSTMENT OF THE CASING TO GRADE SHALL BE ACCOMPLISHED WITH A COMBINATION OF ADJUSTMENT RINGS, BRICKS AND MORTAR ONLY, BRICKS SHALL BE STAGGERED TO CREATE A RUNNING BOND OR 1/2 BOND. THE USE OF SHIMS IS PROHIBITED. 7. SANITARY SEWER MANHOLES SHALL HAVE ALL INTERIOR SURFACES, INCLUDING CHANNELING, COATED (SEALED) WITH A HIGH SOLIDS URETHANE COATNG; WASSER MC- AROSHIELO OR APPROVED EQUAL; COLOR OF COATING SHALL BE WHITE. 8. RUBBER CASKETED JOINTS SHALL BE IN CONFORMANCE WITH ASTM C -443. S. CHANNEL HEIGHT SHALL BE A MINIMUM OF 3/4 THE INSIDE DIAMETER OF THE LARGEST PIPE. 10. CONNECTIONS TO MANHOLE SHALL BE MADE USING GPK ADAPTOR, KOR -N -SEAL BOOTS OR APPROVED EQUAL 11. IN UNIMPROVED AREAS, MANHOLES SHALL EXTEND A MINIMUM OF e" AND A MAXIMUM OF 12" ABOVE FINISHED CRINGE OR MUST HAVE A MINIMUM 2' DIAMETER CONCRETE RINGS POURED AT GRADE. IN PAVED AREAS, COVER MUST SLOPE IN ALL DIRECTIONS TO MATCH PAVING. PUBLIC WORKS SANITARY MANHOLE STD. PLAN - 400.2 DEPARTMENT SHALLOW SEPTEMBER 2011 RENTOti' SEWER COVER BOTTOM VIEW COVER & FRAME PLAN VIEW 1. 25' DIP.�1 [635nm] 1• (3) BILL SOC. (ALLEN ' - SS 5 /B11 X SS 3/4. �25nmT gSHER RUBBER WASHER [19nn] 2 1/2' [2 n C64FFI TYP COVER SECTION VIEW EON BOLTING DETAIL [641mm] 1 1/16' 1/4• 1 1/16• 174' (6nn) ➢IA [27n7F6] [1/4' ` [27nn] NEOPRENE GASKET 6. e' 1152Nrl [inn] � VB' 23 3/8' DIA CL OPEN C594nn] GASKET GROOVE DETAIL _ 27 5/16' DTR [694nn] LB6lnnJ NOTES FRAME SECTION VIEW 1. ALL COVERS SHALL BE LOCKING LID PER EAST JORDAN IRON WORKS INC. No. 3717C1 OR EQUAL. 2 USE FRAME AND COVER FOR STORM (SPECIFY "DRAIN" ON COVER), SANITARY (SPECIFY "SEWER "). OR WATER (SPECIFY "WATER "). STD. PLAN - 401 ° PUBLIC ANHOLE FRAME AND COVER DEPARTMENT - DECEMBER 2008 RECESSED LIFT POCKET � 96" - 11 N.C. SOCKET HD 2- A.C. SCREW 1 LONG OR 1 (BRONZE OR S.S.) � )f" x 2" RAISED PADS 6" CONCRETE CLASS 3000 ` SAND OR EXPANDABLE FOAM Y. 12 " .--� , 14" WATER TIGHT PLUG 2. M.. M° 45' (1/8) BEND 2- eVP�2 2° A� 11" p P 12 Y. < J� CAST IRON RING AND COVER P�0 PIPE MATERIAL AS SPECIFIED 4� BY THE ENGINEER 45' (1/8) BEND NOTES. 1. 8" AND 5" CLEANOUTS ON SEWER MAINS SHALL BE EAST JORDAN IRON WORKS, INC. No. 369B OR EQUAL CLEAN OUT SHALL BE A WATER TIGHT A55EMBLY. 2. IN UNIMPROVED AREAS, POOR A 1' -0" THICK, Y -0" SQUARE CONCRETE. CLASS 300. PAD AROUND THE RING AND COVER. EE�� PUBLIC WORKS B OR 6 INCH CLEAN -OUT SAO. PLAN - 409'1 ° '1� .` DEPARTMENT FOR SANITARY SEWER MAINS SEPTEMBER 2011 IF 4- SIDI Tu SANITARY SEWER NI AND SPECIRCA71ONS 7. ALL WORK AND WORK MATERIAL SHALL BE IN CONFORMANCE WITH TIRE STANDARDS AND SPECRFICAWINS OF THE CITY OF REN70N PLANNING /BUILDING/PUBLIC WORKS DEPARTMENT AND THE LATEST EDITION OF THE W5DOT /APWA STANDARDS AND SPECIFICATIONS AS APPROVED AND MODIFIED BY THE CITY OF RENTON IN THE RENTON STANDARD PLANS & SPECIFICATIONS A SET OF APPROVED PLANS SHALL BE KEPT ON SITE AT ALL TIMES DURING CONSTRUCTION. 2. THE HOURS O< WORK IN THE STREET RIGHT OF WAY SHALL BE PER CITY SPECIFICATIONS ON WEEKDAYS UNLESS 07HERVASE APPROVED IN V V77MC BY THE PLANNINGAUILDING/PUBLIC WORKS DEPARTMENT. AN APPROVED TRAFFIC CONTROL PLAN MUST BE OBTAINED PRIOR TO BECINNING ANY WORK WINAN PUBLIC RIGHT OF WAY. 3 ALL LOCATIONS OF EXISTING U77LI77ES SHOWN ARE APPROXIMATE AND IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO VERIFY THE TRUE AND CORRECT LOCATION SO AS TO AVOID DAMAGE OR DISTURBANCE. 4. A PRE - CONSTRUCTION CONFERENCE AND A 24 HOUR NOTICE SHALL BE REWIRED PRIOR TO STARBNG NEW CONSTRUCTION. IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO SECURE ALL NECESSARY PEW17S PRIOR TO STARTING CONSTRUCTION. (INSPECTION WILL BE ACCOMPLISHED BY A REPRESENTATIVE OF THE CITY OF RENTON) IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE PUBLIC WORKS INSPECTOR 24 HOURS IN ADVANCE OF BACKFELLING ALL CONSTRUCTION. S CONTRACTOR IS SOLELY RESPONSIBLE FOR THE MEANS METHODS AND SEQUENCES OF CONSTRUCTION AND FOR THE SAFETY OF WORKERS AND 07HERS ON THE CONSTRUCTION SITE. 6. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR 70 OBTAIN STREET USE AND ANY 07HER RELATED PERMITS PRIOR 70 ANY CONSTRUCTION. 7.PLANS APPROVED BY TIE CITY OF RENTON, PUBLIC WORKS DEPARTMENT SHALL TAKE PRECEDENCE OVER ALL OTHER PLANS B. A COPY OF THESE APPROVED PLANS MUST BE ON THE JOB SIZE WHENEVER CONSTRUCTION IS IN PROGRESS 9. THE CONTRACTOR SHALL PROVIDE THE CITY OF RENTON WITH AN AS -BUILT DRAWING OF THE SANITARY SEWER SYSTEM, WHICH HAS BEEN STAMPED AND SIGNED BY A LICENSED PROFESSIONAL ENGINEER OR LICENSED PROFESSIONAL SURVEYOR. 70. BACI(FTLL SHALL BE PLACED EQUALLY ON BOTH SIDES OF THE PIPE IN LAYERS WITH A LOOSE AVERAGE DEPTH OF 6 INCHES; MAXIMUM DEPTH OF 8 INCHES THOROUGHLY TAMPING EACH LAYER TO 95 PERCENT OF MAXIMUM DENSITY. THESE COMPACTED LAYERS MUST EXTEND FOR ONE PIPE DIAMETER ON EACH SIDE OF THE PIPE OR TO THE SIDE OF THE TRENCH. MATERIALS TO COMPLETE THE FILL OVER PIPE SHALL BE THE SAME AS DESCRIBED . 11. OPEN CUT ROAD CROSSINGS FOR UTILITY TRENCHES ON EVS77NO TRAVELED ROADWAY SHALL BE BAp(FILLED WITH CRUSHED ROCK AND MECHANICALLY COMPACTED UNLESS OTHERIMSE APPROVED BY 12. DATUM FOR VERTICAL CONTROL SHALL BE NORTH AMERICAN VERTICAL DATUM 1988 METERS, AND FOR HORIZONTAL CONTROL SHALL BE NORM AMERICAN DATUM IMA991 METERS UNLESS 07HERM-W APPROVED BY THE CITY OF RENTON PUBLIC WORKS DEPARTMENT. REFERENCE BENCHMARK AND ELEVATIONS ARE NOTED ON THE PLANS 13 ALL DISTURBED AREAS SHALL BE SEEDED AND MULCHED OR OTHERWISE STABILIZED TO THE SATISFACTION OF THE DEPARTMENT FOR THE PREVENTION OF ON -SITE EROSION AFTER THE COMPLETION OF CONSTRUCTION. 14. ALL PIPE AND APPURTENANCES SHALL BE LAID ON A PROPERLY PREPARED FOUNDATION IN ACCORDANCE WITH THE STANDARDS AND SPECIFICATIONS OF THE CITY OF RENTON PLANN/NGALILDING11,twC WORKS DEPARTMENT AND THE LA TEST EDITION OF THE WSOOT/APWA STANDARDS AND SPELYFICARONS AS APPROVED AND MODIFIED BY TIE CITY OF REN70N IN THE REN70N STANDARD PLANS & SPECIFICATIONS THIS SHALL INCLUDE NECESSARY LEVELING OF THE TRENCH BOTTOM OR THE TOP OF THE FOUNDATION MATERIAL AS WELL AS PLACEMENT AND COMPAC77ON OF REWIRED BEDDING MA RI TO UNIFORM GRADE SO THAT THE ENTIRE LENGTH OF THE PIPE WILL BE SUPPORTED ON A UNIFORMLY DENSE, UNYIELDING BASE. PIPE BEDDING SHALL BE PEA GRAVEL 6 INCHES ABOVE AND BELOW THE PIPE 15. SANITARY SEWER PIPE SHALL BE POLYVINYL CHLORIDE (PVC) RUBBER GASKETED ASIM D 3034, EDR 351 OR DUCTILE IRON CLASS 50, UNLESS OTHERWISE APPROVED BY THE WASTEWATER UTILITY. 16. IN UNIMPROVED AREAS MANHOLE TO EXTEND MINIMUM 6 INCHES AND MAXIMUM 12 INCHES ABOVE FINISHED GRADE OR MUST HAVE MINIMUM 2' DIAMETER CONCRETE RING POURED AT GRADE. IN PAVED AREA COVER MUST SLOPE IN ALL DIRECTOCINS 70 MA 704 PAVING. NOZE2% 1. BACKWATER VALVE SHALL BE LOCATED WITHIN 5' OF THE FOUNDATION. 2. SEE SHEETS 3 AND 4 FOR THE APPLICABLE L07S 3. WHERE DEPTH TO PIPE INVERT IS LESS THAN 3 FEET, SUBSTITUTE CONCRETE METER BOXES FOR VALVE CHAMBER FOG777E NO. 2 (CONC. LID WITH ALUM. INSPECTION PLATE). STACK 2 OR 3 BOXES AS NECESSARY. 4. WHERE DEPTH 70 PIPE INVERT IS GREATER THAN 5 FEET, SUBSTITU/E 48- CONCRETE MANHOLE PER CITY OF RENTON DWG NO. BR28. 4" SIDE SEWER BACKWATER VALVE A SSEMBL Y =3451 I 9 NOT TO SCALE :1!01 F t'^° 5 I_ 1 f. 1 J' J S"'t, ut ,V --/ Approved br- Approved by: Approved by: Approved by: Date: Date" Date" TRIAD ASSOCIATES 12112115th Ave. NE KiiMand, VIA 98034 -6923 425.821.8448 425.821.3481 fax 800.488.0756 toll free vnY Anada55omales.nel Z Lu 2 2 W IX zZ O Lu Qc to Q W Q Lu 3O� to N. Q W z ac V 2 Q cc 2 '~w PA. III o Its 10 a V, 0 V a e� Z� SWARD A TOWNS PIE FROM Ilium= MAW S HARRE M( PLS P101M SURVEYOR RICHARD A TOHWS PE FHOJELT RiGUM �EFFFRY L COX ASLA PROJ81,T LUMSCAPE ARCRDEIN FIRST SOW= DM: 7127107 BOMB: TAN /A TWaIA PETER E MIEN TOM MM PE 12/18/11 I�51w STAN NOT PADD UNLESS 9109 AID) DATED JOB NO. 01-047_ SM NO. 90,10 02012 TRIAD ASSOCIATESI I I I I I I s- 3445719 C011 5.3�5tOq t ti XI z z N � O m °z -4 0 G a I 0 ti e zz 4 N og sc ryN eaa Yo W � i z O W O O z L_I— g W wz 0 �z H w r } Z 8 o 1 4�� 77 HW- 0 q z O N K P OF THE NE 1/4 OF THE SE 1/4 & 3� 3iy.. T 3.. 38" MIN. WIDTH WHITE POST 62" - ll` 24" SEWER MANHOLE MARKER POST SEWER MANHOLE MARKER NOTES: SEWER MANHOLE MARKER POST SHALL BE EQUAL TO CARSONITE UTILITY MARKER SEWER MANHOLE MARKER POST TO BE USED FOR SANITARY SEWER MANHOLES IN UNIMPROVED AREAS. SEWER MANHOLE MARKER POST SHALL IDENTIFY THE MANHOLE AS "SANITARY SEWER ". - PUBLIC WORKS SEWER M H M ANOLE ARKER POST 3rD. PLAN 404.E DEPARTMENT SEPTEMBER 2011 'd' ;s._F NOTE 4) 1 FUTURE -!I/ITS BUILDING SEWER C` PIP-- ZONE — {flD_ �2 x 4" SND MAflKING POST PAINTED 3 nl ?I MATERIAL =0R ol,NITA' S. -R PIP- C.D. �'F PIPE 2- NC.ATION LEVEL �\ / /�% % %// � B'EC':ING =OR SA,CI'. TAR" SE':^ /ER PIPE NOTES: 1. 'RC:'.DE U \TORIJ SU?FCR- UNDER BiARRrI. -14J TAMP UAD R HALN I- n.P +C PF DRIG li 1F3 C 95% A4 PFVSI -Y E XOFDi DR..CT..Y FR P.. LA D TA. C1 C S "EZC ,4TICN DIG : PARAI at OF I EUmH" II, i AJL.R'i SF4 '< SFC.T.CN OP @IF IT KDARD 5'F IFIC TIO \S -C T. FNCI 1;DTH "'.A" A \D T.FEMC -.INC C'TIOP:S. THE PIPE ZCNE A1'__ BE TTE ACTUAL - "RLNGH WDTH. 5. TRENCH RAIKFll l 5HAI1. =1707t' T1 BACK^ILIINS' ;r. -1E SAN TAP.Y SE'(/< SECLCN OF THE 5TAN3AS3 SPECFICA7IQN5, EEC = -PT THAT ROCKS OR _INAP5 LARGER I'. AN "' PJP FOOT OF THE DLAMETER SHAL_ HOT BE JSED IIJ T -E BAC: +:F -_ AA- ERIAL. 6. PIPE ZOIIE VATERIAL S-A -L 3E CF.A':E- BA,,--L =CR CP.AINS" AS SP EC FIE] AI 1RE AGGREGA'S SECTION OF THd SS \YO ?PD SPEC. I�AncNS. PIPF VJST RF ANCICPFP IF =U1 - A "ANPIFR AS TO FLJRF HOW 1 IE 15 I A vTA.IPIEO. P.;nf.:c WORKS I. PIPE BEDDING STD. PLAN - 405 DEPARTMENT !. FOR SANITARY SEWERS MARCH 2008 23 N., RGE. 5 E., W.M. PROPERTY UNE 1:3:5 MIX CONCRETE BLOCKING 60" ALLOWABLE MAX. FOR CAST IRON PIPE OR DUCTILE IRON PIPE. 00 B" SIDE OUTLET TEE N / NH' P 84p4 7.5,,.acaC� G" 2% MIN SLOPE HORIZONTAL SEWER MAIN TYPICAL SIDE SEWER ELEVATION UNLESS OTHERWISE SHOWN ON PLAN, SIDE SEWER SHALL HAVE A MINIMUM 2.5' COYER AT PROPERTY LINE OR 3 -5' LOWER THAN THE LOWEST HOUSE ELEVATION, WHICHEVER IS LOWER. PUBLIC WORKS STANDARD SIDE SEWER STD. PLAN - 408.1 DEPARTMENT INSTALLATION (SEWER MAIN TO PROPERTY LINE) SEPTEMBER 2011 5- 345120 TRIAD ASSOCIATES 12112115th Ave. NE KilMand, WA 98034-6923 425.821.8448 425.8213481 fax 800 488.0756 toll free wWW.iriatla66O SELnei 2 z 0 y co 3 W V� 4 O W W LU W y Q > co Q 3 ~ 2 2 Q W Z v+ O Q , V ii � Pi 3 t 0 o � 0 °z AYC7GAD A 771193115 PE PRINIET MANAGER MARC S NARRSdA PLS PROJ6LT EDRPRYOR RtlGRD A IMEW PE PRO:RLT ERGO= MPERY L CO)( ASA PRO= LANDSCAPE ARCMTRUT PRE[ SDBY1'RAL DAZE: 7127107 SCALE: MME.-N /A VIIIII /A PEKR RINXW TOM MATT, PE 12 /19/11 FUTURE 6" BUILDING SEWER PIPE y BUILDING SEWER — {flD_ �2 x 4" SND MAflKING POST PAINTED TEE WTI 6" SIDE OUTLET X6' WYE WHITE W1H lHE WORD "SE4VFA" STENCILED SURFACE C NCUi WITH IN }" HIGH BLACK LETTERS AND 16 WINE CAST IRDN RING @ C01kR ,WRAPPED AROUND THE STUD AND (EAST JORDAN IRON WBRA EXTENDED TO THE TOP OF THE STUD. 29J5 OR APPROVED EWAL, d SPECIFY SEWER" ON UD. SEE SM. PLAN 403.1 FOR 6" SIOF ROME AND RUII DING SPFTR NSTALLATION) ACCEPTABLE PROCEDURES FOR SIDE SEWER CONNECTIONS TO MAIN ONES ARE AS FOLLOWS: A. A IFlED CLAY MAIN - CUT IN A NEW TEE USING FLEXIBLE COUPLINGS (FERNCO OR APPROVED EQUAL). B. CONCRETE MAIN - CORE- ORILLEO WTH A ROMAC SAOOLE (OR APPROVED EQUAL). C. PVC MAIN - CORE -DRILLED WITH A RWAC SADDLE (OR APPROVED EQUAL) OR CUT IN A NEW TEE USING RIGID CDUPUNGS D. DUCTILE IRON MAIN - CORE- DRILLED WITH A ROMAC SADDLE (OR APPROVED EQUAL) E. MANHOLE CONNECTION - ALL CONNECTIONS TO MANHOLES SHALL BE Approved AT MANUFACTURED KNOCK -OUTS OR THE Dater STRUCTURE SHALL BE CORE- DRILLED. 1:3:5 MIX CONCRETE BLOCKING 60" ALLOWABLE MAX. FOR CAST IRON PIPE OR DUCTILE IRON PIPE. 00 B" SIDE OUTLET TEE N / NH' P 84p4 7.5,,.acaC� G" 2% MIN SLOPE HORIZONTAL SEWER MAIN TYPICAL SIDE SEWER ELEVATION UNLESS OTHERWISE SHOWN ON PLAN, SIDE SEWER SHALL HAVE A MINIMUM 2.5' COYER AT PROPERTY LINE OR 3 -5' LOWER THAN THE LOWEST HOUSE ELEVATION, WHICHEVER IS LOWER. PUBLIC WORKS STANDARD SIDE SEWER STD. PLAN - 408.1 DEPARTMENT INSTALLATION (SEWER MAIN TO PROPERTY LINE) SEPTEMBER 2011 5- 345120 TRIAD ASSOCIATES 12112115th Ave. NE KilMand, WA 98034-6923 425.821.8448 425.8213481 fax 800 488.0756 toll free wWW.iriatla66O SELnei 2 z 0 y co 3 W V� 4 O W W LU W y Q > co Q 3 ~ 2 2 Q W Z v+ O Q , V ii � Pi 3 t 0 o � 0 °z AYC7GAD A 771193115 PE PRINIET MANAGER MARC S NARRSdA PLS PROJ6LT EDRPRYOR RtlGRD A IMEW PE PRO:RLT ERGO= MPERY L CO)( ASA PRO= LANDSCAPE ARCMTRUT PRE[ SDBY1'RAL DAZE: 7127107 SCALE: MME.-N /A VIIIII /A PEKR RINXW TOM MATT, PE 12 /19/11 02012 TRIAD ASSOCIATES a ', S- 345iao 0-b, s �-34SQ6 D H m z o I�z � 1 o N °z .H 'O � I n M'� a �0 25841 1 A8q 787'646~0 ejONAL we? �00o CITY OF RENTON b Approved b . Dater S NO'[ VALID SIG ONLE33 [GN® AS D1TED S 9�" J Approved by: Date: JOB NO. 01-047, lomms Approved by: Date: SBEEI N0. 10 1 O 2 �3 13 Approved by: Date: OF / 02012 TRIAD ASSOCIATES a ', S- 345iao 0-b, s �-34SQ6 D H m z o I�z � 1 o N °z .H 'O � I n M'�