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HomeMy WebLinkAboutzW-4188SetDATUM N HORIZONTAL DATUM: VERTICAL DATUM: HAD 'a3/'91 MAW '88 BENCHMARK I FOUND PUNCHMARK IN IYi BRASS DOME IN CONCRETE MONUMENT IN CASE G5' OW GRADEOBSERVED BELOW GRADE OBSERVED N: E: 1.78 FOUND PUNCHMARK IN 1Yi BRASS DOME IN 4X4 Ge BELOW GRADE OBSERVED 37555 N: 175852.22, E: 1319809.82 BASIS OF BEARING NAD 83/91 CRY OF RENTON CONTROL NETWORK, POINT 2103 0 40® . (PERNO R. 5 E.) WAS HELD (NORTH 1/4 CORNER, SEC. 14, T. 23 .) ID FOR POSITION, AND A UNE BETWEEN SAID POINT 2103 AND 142 POINT N0. 2127 (CENTERLINE MONUMENT AT SE 142ND 5T. PAID SCALE: 'I "=80' 148TH PLACE SE) WAS HELD FOR ROTATION, BUNG S28'46'00'W. VERTICAL DATUM NAVD86 PER CITY OF RENTON CONTROL NETWORK, POINT NO. 2103 WAS HELD FOR ELEVATION. BENCHMARK ELEVATION = 547.94 FEET. PER THE TITLE REPORT BY COMMONWEALTH LAND TIRE INSURANCE KING COUNTY R-4 COMPANY GUARANTEE/CERTIFICATE NO. 70093833 DATE MAY 3, 2018 AT 08:00 AM THE NORTH 165 FEET OF THE SOUTH HALF OF THE SOUTHWEST QUARTER OF THE SOUTHEAST QUARTER OF SECTION MON IN CASE 14, TOWNSHIP 23 NORTH, RANGE 5 EAST, W. M., IN KING MAC IN CNC COUNTY, WASHINGTON; 1.35" DOWN EXCEPT THE WEST 30 FEET; AND EXCEPT THE FAST 558 FEET. SITUATE IN THE COUNTY OF KING, STATE OF WASHINGTON. MANOR UTILITIES/SERVICES: WATER: KING COUNTY WATER DISTRICT 90 15606 SE 128TH ST RENTON, WA 98059 (425) 255-9600 SEWER: CITY OF RENTON 1055 SOUTH GRADY WAY RENTON, WA 98057 (425) 430-7400 CABLE: XFINITY 4020 AUBURN WAY NORTH AUBURN, WA 98002 (253) 288-7450 FIRE RENTON REGIONAL FIRE AUTHORITY 12923 156TH AVE SE RENTON, WA 98059 (425) 430-70D0 KIM GREER 5D07 E CORAL LANE SPOKANE, WA 99223 (509) 280-2151 POWER/GAS: PUGET SOUND ENERGY 8001 SOUTH 212TH STREET KENT, WA 98032 (253) 395-7065 PHONE: CENTURY UNK 23315 66TH AVENUE SOUTH KENT. WA 96032 (253) 372-5388 SCHOOL: RENTON g403 300 SW 7TH ST RENTON. WA 98057 (425) 204-2300 ARBORIST WASHINGTON FORESTRY CONSULTANTS, INC. 1919 YELM HWY SE, SURE C OLYMPIA, WA 96501 943-172 FAXO(360) 943 34128 NOTES 1. APPROVED FIRE SPRINKLER SYSTEMS ARE REQUIRED FOR LOTS 1-6 2. CLEARING AND GRADING IS UNITED TO MAY 1 THROUGH SEPTEMBER 30. BARGRAUSEN CONSULTING ENGINEERS, INC. 18215 72ND AVE SOUTH KENT, WA 98032 (45) 251-622.2 FAX (425) 251-8782 CONTACT: BARRY TALKINGTON, PE/IVANA HALVORSEN/ROBERT HILLEBRAND GEOTECH EARTH SOLUTIONS NW, LLC 1805 136TH PUCE NORTHEAST. SUITE 201 BELLEVUE, WA 98005 FAX (4 5) 449-4711 FORRESTOR MARK 1463400081 KING COUNTY R-4 LEGEND: EXISTING: PROPOSED: EXISTING: PROPOSED: POWER VAULT - -W- -w- WATER UNE _W_ �©ww LUMINAIRE (LUM.) ---- SANITARY SEWER UNE �• POWER METER o POWER POLE _ _ _ _ _ _ = STORM DRAINAGE UNE 4� 0 JUNCTION BOX (AS NOTED) -c+s-css- GAS LINE ❑ CATCH BASIN (CB) • T(U°) TELEPHONE UNDERGROUND Ina STORM MANHOLE (SDMH) ® -v(ue) P()- POWER POWER UNDERGROUND)_ O O SANITARY SEWER MANHOLE (SSMH) • X CHAIN LINK FENCE -O BARBED WIRE FENCE GAS VALVE -// WOW FENCE w�V W WATER VALVE (WV) N cx= ROCKERY RETAINING WALL j� FIRE HYDRANT (FH) LOCK AND LOAD RETAINING WALL IE WATER METER n SIGN i .......... 470•••.•••• CONTOUR (MAJOR) ® WELL ..........466-- CONTOUR (MINOR) GUARD POST GP) RAG POLE ( ) - GUARD RAIL,/CABLE FENCE o MAILBOX 9 SURVEY MONUMENT (AS NOTED) ® PROJECT BOUNDARY UNE } BENCHMARK SECTION UNE SECTION CORNER (AS NOTED) RIGHT-OF-WAY • FOUND REBAR/CAP (AS NOTED) - CENTERUNE o FOUND LEAD/TACK PROPOSED LOT LINE CONCRETE ..: EASEMENT UNE - BSBL LINE __ GRAVEL PAVEMENT MO 1(' BRASS CNC COVER SHEET OF SUMPTER SHORT PLAT A PORTION OF SECTION 14, TOWNSHIP 23 N., RANGE 05 E., W.M. CITY OF RENTON, KING COUNTY, WASHINGTON Zvl O ' -- _ 3E 7iH PLACE LL O I I I II I IV I THE EKLAVE AT BRIDLE RI¢GE O - I Q 1423059023 i NONISOUAOB & I1 2345750130 I c�i I DISTURBED AREA: 105,487 SF. 2.65 AC FACILITY 1 1 2 CITY OF RENTON VG COUNTY 3 5 N TREE PRC EASEMENT .. R-4 I I I PU I I I I I SCOTT MATTHEW I MCGAHA RONNIE D KING I 397500100 1397500090 I COUNTY -WARD SAS OBERUJOER O/lFy BAI 1397500110 1 C & MONICA I I 139750D0W 1 ICAROLWOOD I I I SE 143RD STREET CALmom THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION, DIMENSION, AND DEPTH OF ALL EXISTING UTILITIES WHETHER SHOWN ON THESE PLANS OR NOT BY POTHOUNG THE UTILITIES AND SURVEYING THE HORIZONTAL AND VERTICAL LOCATION PRIOR TO CONSTRUCNON. THIS SHALL INCLUDE CALLING UTILITY LOCATE 0 1-800-424-5555 AND THEN POTHOUNG ALL OF THE EXISTING UTILITIES AT LOCATIONS OF NEW UTILITY CROSSINGS TO PHYSICALLY VERIFY WHETHER OR NOT CONFLICTS EXIST. LOCATIONS OF SAD UTILITIES AS SHOWN ON THESE PLANS ARE BASED UPON THE UNVERIFIED PUBLIC INFORMATION AND ARE SUBJECT TO VARIATION. IF CONFLICTS SHOULD OCCUR, THE CONTRACTOR SHALL CONSULT BARGHAUSEN CONSULTING ENGINEERS, INC. TO RESOLVE ALL PROBLEMS PRIOR TO PROCEEDING WITH CONSTRUCTION. CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR DETAINING PERMITS FROM THE WASHINGTON STATE DEPARTMENT OF NATURAL RESOURCES FOR REMOVING AMID REPLACING ALL SURVEY MONUMENTATION THAT MAY BE AFFECTED BY CONSTRUCTION ACTIVITY, PURSUANT TO WAC 332-120. APPLICATIONS MUST BE COMPLETED BY A REGISTERED LAND SURVEYOR. APPUCATIONS FOR PERMITS TO REMOVE MONUMENTS MAY BE OBTAINED FROM THE WASHINGTON STATE DEPARTMENT OF NATURAL RESOURCES, OR BY CONTACTING THEIR OFl10E BY TELEPHONE AT (206) 902-1190. WASHINGTON STATE DEPARTMENT OF NATURAL RESOURCES PUBLIC LAND SURVEY OFFICE Till WASHINGTON STREET S.E. P.O. BOX 47060 OLYMPIA, WASHINGTON 98504-7060 UPON COMPLETION OF CONSTRUCTION, ALL MONUMENTS DISPLACED, REMOVED, OR DESTROYED SHALL BE REPLACED BY A REGISTERED LINO SURVEYOR, AT THE COST AND AT THE DIRECTION OF THE CONTRACTOR, PURSUANT TO THESE REGULATIONS. THE APPROPRIATE FORMS FOR REPLACEMENT OF SAID MONUMENTATION SHALL ALSO BE THE RESPONSIBILITY OF THE CONTRACTOR. PENCE AIAN D & DENISE 1423059030 ai w IOLUND KRISTINA M 2345750120 END REBAR 32 PAID CAP N C S 113 3 0.09' N. & 0.11' E. OF CRY OF RENTON R-4 - COMPUTED POSTOM \9Cp1 7 Y1 TREE IPROTECRON� ✓5 LEXI TIM & GINA MARGITH 1423059091 I O - CITY OF RENTON R-4 � KING COUNTY R-4 y Alm_ Yj I MAY RONLLD G I COYLE ROBERT i� 1397500060 1 13975D0050 r MON IN CASE 14' BRASS DOME IN 4X4 Am DOWN 37555 SHEET INDEX: 1 OF 4 COVER SHEET 2 OF 4 WATER PLAN 3 OF 4 WATER PROFILE 4 OF 4 WATER PLAN AND PROFILE - ALLEY FIRE MARSHAL APPROVAL BY: CTHOMAS DATED: 9/23/2021 GENERAL NOTES: 1. ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE SPECIFICATIONS AND STANDARD DETAILS OF WATER DISTRICT NO. 90. THE SPECIFICATIONS AND STANDARD DETAILS MAY BE A SEPARATE SET OF DOCUMENTS, APART FROM THESE DRAWINGS. A SET OF APPROVED PUNS SHALL BE KEPT ON SITE AT ALL TIMES WRING CONSTRUCTION. 2. THE OWNER SHALL FURNISH THE ENGINEER WITH A COPY OF THE APPROVED ROAD GRADE, ROAD CROSS SECTION, AND DRAINAGE PUN PRIOR TO WATERMAIN CONSTRUCTION. 3. EXISTING UTILITIES ARE SHOWN FROM THE BEST AVAILABLE INFORMATION AND NO GUARANTEE IS MADE AS TO THE EXACT SIZE, TYPE, LOCATION, OR DEPTHS. 4. PRIOR TO CONSTRUCTION OF ANY WATERMAINS, THE STREETS AND LOTS SHALL BE STAKED AND THE CONTRACTOR SHALL LOCATE ALL EXISTING UTIUTIES. 5. ALL WORK IN THE STREET RIGHT-OF-WAY TO BE IN ACCORDANCE WITH THE REQUIREMENTS OF THE ROAD ENGINEER WITH JURISDICTION - EITHER KING COUNTY OR THE CITY OF RENTON. 6. WATERMAIN SHALL PASS UNDER STORM SEWER WHEN REQUIRED TO MAINTAIN 3-FOOT MINIMUM COVER OVER THE TOP OF WATERMAIN 8-INCH AND SMALLER (4-FOOT MINIMUM FOR LARGER THEN 8-INCH RIPE). THERE SHALL NOT BE LESS THAN A 18-INCH CUSHION BETWEEN THE WATERMAIN AND THE STORM SEWER. 7. WATER SERVICES SHALL BE LOCATED AT LEAST 5 FEET FROM POWER VAULTS. HAND HOLES AND/OR UGHT STANDARDS. SERVICES SHALL BE INSTALLED BY THE CONTRACTOR AND WILL BE LOCATED BY MUTUAL AGREEMENT BETWEEN OWNER, DISTRICT, AND OTHER UTILITY COMPANIES. B. FOLLOWING WATERMAIN CONSTIiUCTION, ANY REVISIONS OF ROADWAY OR EASEMENT GRADES REQUIRES THE MAINS TO BE RECONSTRUCTED BY THE OWNER TO CONFORM TO THE SPECIFICATIONS OF WATER DISTRICT NO. AADDED COSTS OF INSPECTIONS FOR SUCH REVISIONS WILL BE CHARGED TO THE OWNER IN IN ADDITION TO THE STANDARD CHARGES, AND SHALL BE PAID BEFORE ACCEPTANCE BY WATER DISTRICT NO. 90. 9. WATER SERVICE CONNECTION DETAILS: A 2N4' WOOD MARKER PAINTED BLUE AND IMPRINTED WITH mWATER' IN BLACK LETTERS SHALL BE PLACED AT EACH ANGLE STOP LOCATION WITH A MINIMUM OF 18' OF THE MARKER EXPOSED. B. PAINT SERVICE LOCATION ON CUB WITH COLOR AS DIRECTED BY THE ENGINEER. C. PROPERTY CORNERS SHALL BE PINNED AND THERE SHALL BE A REFERENCE TACK PLACED IN THE CURB OR EDGE OF ASPHALT. 10. THERE SHALL BE A MINIMUM OF 10 FOOT HORIZONTAL SEPARATION BETWEEN WATERMAINS AND SANITARY SEWERS. VERTICAL SEPARATION SHALL BE PER THE DEPT. OF ECOLOGY CRITERIA FOR SEWAGE WORKS DESIGN MANUAL 142ND ST VICINITY MAP SPECIAL NOTE: ALL KING COUNTY WATER DISTRICT NO. 90 STANDARD DETAILS ARE APPLICABLE TO THIS PROJECT AND CAN BE FOUND ON THE DISTRICTS WEBSITE. ANY DISTRICT STANDARD DETAIL SHOWN ON THESE PLANS HAS BEEN MODIFIED FOR THIS PROJECT SPECIFICALLY GENERAL SITE DEVELOPMENT NOTES: 1. THE GENERAL CONTRACTOR SHALL OBTAIN AND HAVE AVAILABLE COPIES OF THE APPUCABLE GOVERNING AGENCY STANDARDS AT THE JOB SITE DURING THE RELATED CONSTRUCTION OPERATIONS. 2. GENERAL CONTRACTOR SHALL ASSURE THAT ALL NECESSARY PERMITS HAVE BEEN OBTAINED PRIOR TO COMMENCING WORK. 3. THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION, DIMENSION AND DEPTH OF ALL EXISTING UTILITIES PRIOR TO CONSTRUCTION WHETHER SHOWN ON THESE PLANS OR NOT. UTILITIES OTHER THAN THOSE SHOWN MAY EXIST ON THIS SITE. ONLY THOSE UTILITIES WITH EVIDENCE OF THEIR INSTALLATION VISIBLE AT GROUND SURFACE OR SHOWN ON RECORD DRAWING PROVIDED BY OTHERS ARE SHOWN HEREON. EXISTING UNDERGROUND UTILITY LOCATIONS SHOWN ARE APPROXIMATE ONLY AND ARE SUBJECT TO A DEGREE OF UNKNOWN VARIATION. SOME UNDERGROUND LOCATIONS SHOWN HEREON MAY HAVE BEEN TAKEN FROM PUBUC RECORDS. BARGHAUSEN CONSULTING ENGINEERS, INC. ASSUMES NO LIABILITY FOR THE ACCURACY OF PUBUC RECORDS OR RECORDS OF OTHERS. IF CONFLICTS SHOULD OCCUR, THE CONTRACTOR SHALL CONSULT BARGHAUSEN CONSULTING ENGINEERS, INC., TO RESOLVE ALL PROBLEMS PRIOR TO PROCEEDING WITH CONSTRUCTION. 4. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO REVIEW ALL OF THE DRAWINGS AND SPECIFICATIONS ASSOCIATED WITH THE PROJECT WORK SCOPE PRIOR TO THE INITIATION OF CONSTRUCTION. SHOULD THE CONTRACTOR FIND A CONVICT WITH THE DOCUMENTS RELATIVE TO THE SPECIFICATIONS OR THE RELATIVE CODES, R IS THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE PROJECT ENGINEER OF RECORD IN WRITING PRIOR TO THE START OF CONSTRUCTION. FAILURE BY THE CONTRACTOR TO NOTIFY THE PROJECT ENGINEER SHALL CONSTITUTE ACCEPTANCE OF FULL RESPONSIBILITY BY THE CONTRACTOR TO COMPLETE THE SCOPE OF WORK AS DEFINED BY THE DRAWINGS AND IN FULL COMPUANCE WITH LOCAL REGULATIONS AND CODES. 5. IT SHALL BE THE GENERAL CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE APPROPRIATE UTILITIES INVOLVED PRIOR TO CONSTRUCTION. B. INSPECTION OF SITE WORK WILL BE ACCOMPUSHED BY A REPRESENTATIVE OF THE GOVERNING JURISDICTION. INSPECTION OF PRIVATE FACILITIES WILL BE ACCOMPLISHED BY A REPRESENTATIVE OF THE OWNER. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE INSPECTOR 24 HOURS IN ADVANCE OF BACKFIWNG ALL CONSTRUCTION. 7. PRIOR TO ANY CONSTRUCTION OR DEVELOPMENT ACTIVITY THE CONTRACTOR SHALL CONTACT THE AGENCY AND/OR UTILITY INSPECTION PERSONNEL AND ARRANGE ANY REWIRED PRE -CONSTRUCTION MEETING(S). CONTRACTOR SHALL PROVIDE 72 HRS MIN. ADVANCE NOTIFICATION TO OWNER, FIELD ENGINEER AND ENGINEER OF PRE-CONSTRUCTON MEETINGS. 8. THE GENERAL CONTRACTOR IS RESPONSIBLE FOR WORKER AND SITE SAFETY AND SHALL COMPLY WITH THE LATEST OSHA STANDARDS AND REGULATIONS, OR ANY OTHER AGENCY HAVING JURISDICTION FOR EXCAVATION AND TRENCHING PROCEDURES. THE CONTRACTOR IS RESPONSIBLE FOR DETERMINING THE 'MEANS AND METHODS" REWIRED TO MEET THE INTENT AHD PERFORMANCE CRITERIA OF OSHA AS WELL AS ANY OTHER ENINY THAT HAS JURISDICTION FOR EXCAVATION AHD/OR TRENCHING PROCEDURES. 9. THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING ADEQUATE SAFEGUARDS, SAFETY DEVICES, PROTECTIVE EQUIPMENT, FLAGGERS, AND A14Y OTHER NEEDED ACTIONS TO PROTECT THE UFE, HEATH, AND SAFETY OF THE PUBLIC, AND TO PROTECT PROPERTY IN CONNECTION WITH THE PERFORMANCE OF WORK COVERED BY THE CONTRACTOR. ANY WORK WITHIN THE TRAVELED RIGHT-OF-WAY THAT MAY INTERRUPT NORMAL TRAFFIC FLOW SHALL REWIRE AT LEAST ONE FLAGGER FOR EACH LANE OF TRAFFIC AFFECTED. 10. PROTECTIVE MEASURES SHALL BE TAKEN BY THE CONTRACTOR TO PROTECT AL ADJACENT PUBUC AND PRIVATE PROPERTIES AT ALL TIMES DURING CONSTRUCTION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTION OF ALL EXISTING UTILITY SERVICES THAT ARE TO REMAIN OPERATIONAL WITHIN THE CONSTRUCTION AREA WHETHER SHOWN OR NOT SHOWN ON THE PLANS. 11. TWO (2) COPIES OF THESE APPROVED PLANS MUST BE ON THE JOB SITE WHENEVER CONSTRUCTION IS IN PROGRESS. ONE 1 SET WITH RECORDS OF AS -BUILT INFORMATION SHALL BE SUBMITTED TO BARGHAUSEN CONSULTING ENGINEERS, INC. AT COMPLETION OF PROJECT. 12. GENERA_ CONTRACTOR SHALL OBTAIN SERVICES OF A LICENSED LAND SURVEYOR TO STAKE HORIZONTAL CONTROL FOR ALL NEW IMPROVEMENTS. SFAKING CONTROL SHALL BE TAKEN FROM ELECTRONIC PLAN FILES PROVIDED BY BCE E LU co Q N ir J J Q V O W Iz w < o0 EL Lr) (A $ 8 a rc rc �j �j m G C 0 t In IA C QCF W d M N C Q O 7 N O N w m U rDY FQ KING COUNTY WATER DISTRICT NO. 90 Joshua Drummond 11/1121 SIGNATURE DATE W-418801 SUBJECT TO APPROVAL OF ALL PERMITS FROM AGENCIES HAVING JURISDICTION E CALL BEFORE YOU DIG; IT IS THE DEVELOPER'S RESPONSIBILITY TO ENSURE THAT 1-800-424-5555 FIRE HYDRANT LOCATIONS AND ALL OTHER FIRE APPURTENANCES SATISFY FIRE MARSHAL/FIREON o (�( m DEPARTMENT REQUIREMENTS. N I O 25® , SCALE: 1 "=50' WATER PLAN OF SUMPTER SHORT PLAT KEYNOTE: A PORTION OF SECTION 14, OTHO TOWNSHIP 23 N., RANGE 05 E., W.M. ICORACTNTUTIRUTIES PSHALL RIOR TO CITY OF RENTON, KING COUNTY, WASHINGTON CONSTRUCT ON AND VERIF EXACT ELEVATION. CONTACT ENGINEER IF coNFucr EXISTS. II' zziI O `P g y, 1 a T KING COUNTY R-4 � `JI " I 1 IX FIRE HYDRANT ILLL� ASSEMBLY pi NONIS JACOB & y 1423059023 MORGAN 2345750130 ° Iz SEE CONNECT s g --- EX TRAFFIC ET LIGHTS o NECTI ..SHARED DRIVE FOR Fr ON DALVES 2& 341 LF OF 8" RJ DI ' TRACT B o 3 NG k CONON @ III LF OF 8" RJ DI s � _ OF 8 J8' ' 1 � .,. L I 1 12" STORM _ .... ..... 1" WATER SERVCE PER SEE CONNECTION VALVES 3. 4 """•...._. FOR FITTINGS. VALVES & , 9 if OF I DISTRICT STANDARD CONNECTION gg RJ DI ,J - DETAIL No. 3 (TYP) u` . IX 8 WI TER �' TRACT ''. i ' I"''I I. 'DRAINAGE, FACILffY:'., 1 2 3 !' 4 � 3<a IX 8' SEWER (:. n.4D 37s.2o 376.10 380.20 EX SERVICE IX WATER METER FOR4ESTOMARK I TO BE REMOVED :. j PROTECTION LINE .{{.._ M ':'.................................... _.........L........::.....: -FENC@ 81 KING COUNTY R-4 � i? I 1 i FIEF HYDRANT ASS(BLY Qtf • ..•.• CROW = I. SCOTT MATTHEW F jl� 1397500100 NPUT BOUNDARY V STA. 9+95.57. 12.83' IT 11 LFOF 8" RJ DI INSTALL: 1-8" DI TEE (FL) CONCRETE BLOCKING PER ' 8 LF OF 8" RJ DI 1 DISTRICT STANDARD DETAIL NO. 1 I ,' 16 LF OF 8" RJ DI I _ I 0 2.0' 4- 8' ®I / APOMI' R I� SCALE: 1"=4' PDA RAMP AD CONTRACTOR SHALL FIELD LOCATE IX 8" WATERS' I LINE (TYP) MAIN. PRIOR TO CONNECTING TO IX LINE, ALL ; IMPROVEMENTS SHALL PASS A PRESSURE AND p PURITY TEST AND MAIN FLUSHING. INSTAIL 1-TEMPORARY BLOW OFF PHASE 1 PUT BOUNDARY STA. 9+95.57, 12.83' RT 1 : ` REMOVE: 1-TEMPORARY BLOW OFF .1;. N....... I W Q g 9 LF OF 8' RJ DITEMPORARY I II'G ADA RAMP its REMOVE IX 8" WATER SAWCUT PASSING A PRESSURE AND �1LINE (TYP) TEST AND MAIN FLUSHING. 3 REMOVE EX 8" BEND INSTALL: m 2-8" COUPLING (RJ) Zf 1-8" GATE VALVE (RJ) 9 LF DI SPOOL PHASE 2 CONNECTION DETAIL 1 SCALE: 1 "=4 TREE PROTECTION IX TREES TO BED EASEMENT SAVED (TYP) MINIMUM ROOT - PROTECTION ZONE MCGAKA RONNIE D 1397500090 KING COUNTYKING SWS 1397500110 I I 1 N I I T\ 0 2.0' 4' 8- SCALE: EX FIRE HYDRANT CONTRACTOR SHALL FIELD LOCATE IX 8" MAIN. PRIOR TO CONNECTING TO IX UI IMPROVEMENTS SHALL PASS A PRESSUI PURITY TEST AND MAIN FILL 1-TEMPORARY BU 9 A ZS--__------- .' LF OF RJ DI ma I 9 LF OF 8" 18" SR OBERENDER DALE BARKER SHARON C & MONICA I (TTEE) 1397500080 13975NO70 I I LINE PHASE 1 SJOLUND KRISTINA M 2345750120 WATER Unm CRoSSINos AlIE 12" SD=375.37 T/P B" W=373.11 ©IE 18" SD=376.06 T/P 8° W=373.51 ,I T/P 8" W=377.23 T/P 12" SD=375.50 ®IE 8" W=377.11 T/P 12" SD=375.56 ®IE 8" W=377.12 T/P 8" SS=368.78 ®IE 8" W=377.81 T/P 80 SS=368.57 ®IE 18" SD=378.62 T/P 8" W=377.09 ©IE 12" SD=370.69 T/P 8" W=369.17 ©IE 12" IX SD=369.80 ` /P 8" W=368.80 SEPARATION IS LESS THAN 1.5', REQUIRES GEOFOAM. WATER MAIN F1ITINQ DATA TABLE O STA. 9+95.57, 12.83' RT O STA 12+02.02. 5.31' LT SEE CONNECTION DETAIL 1 BELOW INSTALL: SEE CONNECTION DETAIL 2 BELOW OSTA 9+95.57, 4.50' RT ` INSTALL: OSA. 11+85.22, 13.78' LT ,r, Z " 1-8- 45' BEND (RJ) INSTAIL o CONCRETE BLOCKING PER DISTRICT 1-8" 22.5- BEND (RJ) m 0 - STANDARD DETAIL NO. 1 CONCRETE BLOCKING PER DISTRICT w w STANDARD DETAIL No. 1 OSTA 10+03.37, 3.29' LT INSTALL STA. 21+01.90. 6.50' Ri w 10 1-8" 45- BEND (RJ) 1-5 1/4" FIRE HYDRANT ASSEMBLY PER 22 i CONCRETE BLOCKING PER DISTRICT DISTRICT STANDARD DETAIL NO. 4 c0i 0 STANDARD DETAIL NO. 1 CONCRETE BLOCKING PER DISTRICT c0i STANDARD DETAIL NO. 1 OSTA 10+74.52. 6.98' LT INSTALL OSTA 24+43.26, 8.50' RT 0 1-8" 22.5' BEND (RJ) 1-8 15' BEND (RJ) Y 0 0 CONCRETE BLOCKING PER DISTRICT CONCRETE BLOCKING PER DISTRICT & 0 5 STANDARD DETAIL NO. 1 STANDARD DETAIL NO. 1 '^ o 0 STA 11+54.20. 6.74' LT © Q1-8 31+28.ND 23.07' RT I 1 1 INSTALL: 45' BEND 1-8" DI TEE KIN CONCRETE BLOCKING PER DISTRICT CON 2-8" GATE VALVES (RJ) VALVES STANDARD DETAIL N0. 1 CONCRETE BLOCKING PER DISTRICT I PENCE ALAN D & DENISE STANDARD DETAIL NO. 1 PHASE 1 1423059030 INSTALL 1-TEMPORARY BLOW OTT P O INS 11+53.82, 18.25' RT PHASE 2 m LOCK AN O LOAD INSTALL REMOVE: rc rc ;218" STORM RETAINING WALL 1-8" 45- BEND (RJ) 1-TEMPORARY BLOW OTT CfTY DI OF CONCRETE BLOCKING PER DISTRICT EiENTON R-4 STANDARD DETAIL N0. 1 o m a - O N: 176163.11 SEE CONNECTION DETAIL 3 BELOW m os 164 lF OF 8 RJ DI 6 E: 1319941.22 ICI 6 1-8" CAP c: n 1-4" BLOW OFF ASSEMBLY PER - ` D 3 DISTRICT STANDARD NO. 11-1 A II .. li LIXI TIM GINA MARGri 142305909091 O STA 11+84.77, 6.22' LT �'. ........:,: ; INSTALL: --jjj�'r WATER SERVICE PER 1-8" DI TEE (RJ) / DISTRICT STANDARD 11II GATE VALVES ( CONCRETE RJ ) ' IIIY DETAL N0. 3 (TYP) �� CONCRETE BLOCKING PER DISTRICT STANDARD DETAIL N0. 1 cfTY OF RENTON R-4 ASSEMB ..NroRANr..-....... COUNTY R-4 ASSEMBLY (KING Irr SEE CONNECTION DETAIL 1, 1 I FOR FITTINGS. VALVES & CONNECTION '.18" WATER 1 12" STORM MAY RONALD G COYLE ROBERT 1397500060 1 1397500050 I N - LINEA_ (TYI% �\ `� IX 8" WATER r Pi I; I T iF ^ I; s CONTRACTOR SHALL FIELD LOCATE EX 8" WATER IX MON MAIN. PRIOR TO CONNECTING TO IX UNE, ALL IMPROVEMENTS SHALL PASS A PRESSURE AND PURITY TEST AND MAIN FLUSHING. INSTALL 17 LF OF 8" RJ 1DI 1-TEMPORARY BLOW OFF LINE (TYP) AFTER PASSING A PRESSURE AND �pp( MON PURITY TEST AND MAIN FLUSHING. •'Q,``,\\ REMOVE IX 8" AND BLOW OFF. CONNECT 8" 01 DI SPOOL TO EX B" GV (F.) 17 LF OF 8" RJ DI PHASE 2 CONNECTION DETAIL 2 SCALE: 1"=4' SAWCUT� W LINE (PP) �j JLL 0 O Ill co Q N i J J Q V O W 32 w 0O Li CID 0 2.04' e' - ® I Y SCALE: 1"=4' � � I; I I ; I; I rc rc �j �j PHASE 1 m I¢I i I, E IX 8' WATER Ij ' \ C i$ s C 4 9 LF OF 8"IRJ DI W CT L LA r 0 s C 0 T C ? W dM AFTER PASSING A PRESSURE AND PURITY I; L 7 MID AND MAIN FLUSHING. I; TA P 3 Y^L INSTALL: i; C u1 at tV 1-8" TAPING TEE (RJ) - N O N 1-8" GATE VALVE (RJ ) m V m y PHASE 2 CONNECTION DETAIL 3 mAnft APPROVED FOR CONSTRUCTION KING COUNTY WATER DISTRICT NO. 90 Joshua Drummond 11/1/91 pp SIGNATURE DATE W-418802 SUBJECT TO APPROVAL OF ALL PERMITS FROM AGENCIES HAVING JURISDICTION E CALL BEFORE YOU DIG: IT IS THE DEVELOPER'S RESPONSIBILITY TO ENSURE THAT FIRE HYDRANT LOCATIONS AND ALL OTHER FIRE PROTECTION $ 1-800-424-5555 RELATED APPURTENANCES SATISFY FIRE MARSHAL/FIRE E DEPARTMENT REQUIREMENTS. WATER MAIN Fn7M DATA TABLE O 2 5.31' LT SEE CONNECTIONDETALL I BELOW INSTALL SEE SEE CONNECTION DETAIL 2 BELOW OSTA 9+95.57, 4.50' RT INSTALL (j)STA. 11+85.22, 13.78' LT 1-8- 45' BEND (RJ) INSTALL CONCRETE BLOCKING PER DISTRICT 1-8- 22.5' BEND (RJ) STANDARD DETAIL NO. 1 CONCRETE BLOCKING PER DISTRICT STANDARD DETAIL 140. 1 O9TA. 10+03.37, 3.29' LT INSTALL 10 STA 21+01.90. 8.50' RT 1-8- 45' BEND (RJ) 1-5 1/4" FIRE HYDRANT ASSEMBLY PER CONCRETE BLOCKING PER DISTRICT DISTRICT STANDARD DETAIL NO. 4 STANDARD DETAIL NO. 1 CONCRETE BLOCKING PER DISTRICT STANDARD DETAIL NO. 1 OSTA. 10+74.52. 6.98' LT INSTALL: 11 STA. 24+43.26, 8.50' RT 1-8- 22.5' BEND (RJ) 1-8 45' BEND (RJ) CONCRETE BLOCKING PER DISTRICT CONCRETE BLOCKING PER DISTRICT STANDARD DETAIL NO. 1 STANDARD DETAIL NO. 1 O STA 11+54.20, 6.74' LT ©SEA. 31+28.59, 23.07' RT INSTALL 1-8 45' BEND (RJ) 1-8- DI TEE (RJ) CONCRETE BLOCKING PER DISTRICT 2-8- GATE VALVES (RJ) STANDARD DETAIL NO. I CONCRETE BLOCKING PER DISTRICT STANDARD DETAIL NO. 1 PHASE I INSTALL: OSTA 11+53.82, 18.25' RT I -TEMPORARY BLOW OFF INSTALL PHASE 2 1-8- 45' BEND (RJ) REMOVE: I -TEMPORARY BLOW OFF CONCRETE BLOCKING PER DISTRICT STANDARD DETAIL NO. 1 STA. 31+28.75. 14.36' RT Q 76163.11 N: 19941.22 ©E: SEE CONNECTION DETAIL 3 BELOW 311.2 1-8" CAP 1-r BLOW OFF ASSEMBLY PER DISTRICT STANDARD NO. 11-1 O STA 11+84.77, 6.22' LT INSTAL: 1-8' DI TEE (RJ) 3-8- GATE VALVES (RJ) CONCRETE BLOCKING PER DISTRICT STANDARD DETAIL NO. 1 WATER PROFILE OF SUMPTER SHORT PLAT A PORTION OF SECTION 14, TOWNSHIP 23 N., RANGE 05 E., W.M. CITY OF RENTON, KING COUNTY, WASHINGTON a: � INE OR WINdfditb�� III© Eli o : r Ao ������ �711■■gym■, ,.' ■TILL!Ord wl -- --- ��� -- -noon miLZ7ii® 1n!■ ril■ Wm VIM lllm *m Alm ROAD A 1"=50' HORIZ. 1"-V VERT. TRACT B 1"=50' HORIZ, 1"=5' VERT. KEYNOTE: Q CONTRACTOR SHALL POTHOLE EXISTING UTILITIES PRIOR TO CONSTRUCTION AND VERIFY EXACT ELEVATION. CONTACT ENGINEER IF CONFLICT EXISTS. Lrr[M CROSSNM QIE 120 SD•375.37 T/P 8' W373.11 QIE 18' SD•376.06 T/P 8' W373.51 ©IE 8' W=377.23 T/P 12' SD=375.50 ®IE 8' W=377.11 T/P 12" SD=375.56 ®IE 8' W377.12 T/P 8' SS•368.78 ®IE 8' W377.81 T/P 8' SS=368.57 QIE 18" SD=378.62 T/P 6' W=377.09 ©IE 12' SD•370.69 T/P 8' W369.17 QIE 12' EX SD•369.80 T/P 8- W368.80 *SEPARATION IS LESS THAN 15, REQUIRES GEOFOAM. 1/9IT u:T:1M CALL BEFORE YOU DIG 1-800-424-5555 dmoo -�n13 Ill cr) Q N i J J Q W¢3 V O W Iz w < ole 0 EL Lr) CO 8 o N rc m of KING COUNTY WATER DISTRICT NO. 90 Joshua Drummond 11/1/21 SIGNATURE DATE SUBJECT TO APPROVAL OF ALL PERMITS FROM AGENCIES HAVING JURISDICTION E IT IS THE DEVELOPER'S RESPONSIBILITY TO ENSURE THAT FIRE HYDRANT LOCATIONS AND ALL OTHER FIRE PROTECTION a RELATED APPURTENANCES SATISFY FIRE MARSHAL/FIRE DEPARTMENT REQUIREMENTS. tt G C0 t C n LA C W dM C 31. Q��! o� 01 N O v w mu rDY 19 N I T 0 5' � 20' SCALE: 1 "=1 O' WATER PLAN AND PROFILE - ALLEY OF SUMPTER SHORT PLAT A PORTION OF SECTION 14, TOWNSHIP 23 N., RANGE 05 E., W.M. CITY OF RENTON, KING COUNTY, WASHINGTON LOT 7 ALLEY 1"=20' HORrz, 1"=5' VERT. HORIZONTAL O m® SCALE: 1"=20' VERTICAL 0 2.5' 5' 10' SCALE: 1 "=5' )FFSITE S TO REMAIN WATM MAN F MNQ DATA TABLE ®STA 11+54.20, 6.74' LT INSTALL 1-8- RJ DI TEE (RJ) 2-8- GATE VALVES (RJ) CONCRETE BLOCKING PER DISTRICT STANDARD DETAIL NO. 1 O STA 11+53.82, 18.25' RT INSTALL: 1-8- 45' BEND (RJ) CONCRETE BLOCKING PER DISTRICT STANDARD DETAIL NO. 1 ©N: 176163.11 E: 1319941.22 1-8' CAP 1-4° BLOW OFF ASSEMBLY PER DISTRICT STANDARD N0. 11-1 U1LITY CRCSSNM ®IE 8H W=377.11 T/P 120 SD=375.56 ®IE 8- W=377.12 T/P 8" SS=368.78 ®IE 18' SD=378.62 T/P 8' W=377.09 om� w J J [.I Q J 4 C~ °� o LL co z o Q N it r ''^^ vl 3 Z N a 04 (g0LL Yw< o0 �a) a Y � j m ��I c9 E G Cc °n C C LU d NNn C Q N— c¢ l0 O F w m U rDY�v APPROVED FOR CONSTRUCTION KING COUNTY WATER DISTRICT NO. 90 J h D d 11/1/21 19 os ua rummon SIGNATURE DATE W-418804 SUBJECT TO APPROVAL OF ALL PERMITS FROM AGENCIES HAVING JURISDICTION E CALL BEFORE YOU DIG: IT IS THE DEVELOPER'S RESPONSIBILITY ENSURE THAT E 1-800-424-5555 E HYDRANT LOCATIONS AND ALL OTH ERTO FIRE FlRREIATEDDAPPURTENANCES SATISFY FIRE MARSHAL/FIREON a N DEPARTMENT REQUIREMENTS.