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SURVEYLEGEND: B FOUND MONUMENTIN CASE ® FOUND RAIL ROAD SPIKE ® SET NAG. NAIL (M) MEASURED (C) CALCULATED PER ROS 20071106900003 WATER VALVE FlRE HYDRANT ® WATER METER 05 SEWER MANHOLE ❑ CATCH BASIN ® AREA DRAIN MAIL BOX © POWER VAULT ® JUNCTION BOX t�x POWER POLE WITH LIGHT OT TELEPHONE RISER OF COMMUNICATION MANHOLE SIGN CCrAQ ROCK WALL Y POWER POLE E-- GUIDE ANCHOR s P . UNDERGROUND POWER LINE OVERHEAD POWER LINE —ro—ro—ro— FIBER OPTIC LINE —.—.—.— WATER LINE ME ED IN STORM LINE s s SEWER LINE In In WOOD FENCE DECIDUOUS TREE CONCRETE ASPHALT LEGAL DESCRIPTION: THE WEST 139 FEET OF ME EAST 493 FEET OF TRACT 332, C.E. HILAIAN$ LAKE WASHINGTON GARDEN OF EDEN EROSION NUMBER 5, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 11 OF PLATS, PACE 83, RECORDS W KING COUNTY, WASHINGTON 9SATE IN ME COUNTY OF KING, STATE OF WASHINGTON. HORIZONTAL DATUM: NAD 8J/91 ESTABLISHED BY HOLDING CITY OF RENTON PUBLISHED CONTROL MONUMENTS /226 AND #1039, BASIS OF BEARINGS: BASIS OF BEARING HELD ME BEARING OF S 01 W BETWEEN ME ABOVE NOTED BASIS OF POSITION AND ME FOUND CONCRETE MONUMENT WITH BRASS PIN IN CASE AT ME CENTERLINE INTERSECTION OF J0NES AVENUE AND BE 20TH STREET (ALSO KNOW AS CITY OF RENTON CONTROL POINT I1839) DOWN 0.5 FEEL VERTICAL DATUM: NAND BE BENCH MARKS: CITY OF REACTOR SURVEY CONTROL PUNT /9939 (AS DESCRIBED FOR BASS OF BEARING). ELEVATION = 279J7 FEET SITE BM /U SET WAG NAIL AND WASHER IN NE 24TH SWEET 42 FEET NORTH W WE SOUTH EDGE OF PAVEMENT AND G2 FEET NW OF WE WEST END OF A 4' CHAIN LINK FENCE ELEVATION = 256,39 FEET SITE BM /2: SET MAG AND AND WASHER IN HE 24TH SWEET NEAR WE WEST PROPERTY LINE, 0.9 FEET NUNN OF THE SOUTH EDGE OF PAVEMENT AND 21 FEET WEST OF A UTILITY PONE ELEVATION = 24719 FEET UTILITY DISTRICT INFORMATION: WATER/SEWER: CITY OF RENTON (425) 430-7339 FIRE DISTRICT RENTON REGIONAL FIRE AUTHORITY (425) 430-70W CABLE N.. COMCAST (800) 934-6489 GAS111FI£CTRIC: PUGET SOUND ENERGY (898) 321-7779 Encompass,, ENGINEERING & SURVEYING WeueTn HKEE an D6NEELED 165 NE IunIMSheet Sulk 201 -ANNE& WA 98027 •Phone: (4251392 0250 EaMan WWsNngmn DNkbn 4075WWI akr BAN, • Ek MIT. WA 98922 •Phone: (509) 674-7433 A PORTION OF THE SE 114 OF THE NW 114 OF SEC. 05, T. 23 N., R. 05 E., W.M. KING COUNTY, STATE OF WASHINGTON CONDITIONS OF APPROVAL: 1. A DEMOLITION PERMIT SHALL BE OBTAINED AND ALL REWIRED INSPECTIONS COMPLETED FOR THE REMOVAL OF THE EXISTING RESIDENCE PRIOR TO THE RECORDING OF THE SHORT PLAT 2. A FINAL DETAILED LANDSCAPE PLAN SHALL BE PROVIDED AT WE TIME OF CIVIL CONSTRUCTION PERMIT RENEW FOR RENEW AND APPROVAL BY ME CURRENT PLANNING PROJECT MANAGER. LANDSCAPING PROPOSED WITHIN ME PUBLIC RIGHT-OF-WAY SHALL BE INSTALLED PRIOR TO THE RECORDING OF THE SHORT PLAT, O4SITE LANDSCAPING SHALL BE INSTALLED PRIOR TO FINAL BUILDING INSPECTION FOR TIE NEW HOMES TO BE CONSTRUCTED ON WE PROPOSED LOTS 3. A FINAL WEE RETENTION PLAN SHALL BE SUBMITTED AT ME TIME OF CIVIL CONSTRUCTION PERMIT RENEW FOR REVIEW AND APPROVAL BY WE CURRENT PLANNING PROJECT MANAGER I DESIGNATED EMERGENCY VEHICLE IURNARWND PER CITY OF RENTDN FIRE PREVENTION BUREAU STANDARD TAX PARCEL 052305-9037 TAX PARCEL 052305-9062 VE 1412 N 24TV Si. , 2407 MEADOW iEAB.MNsi N SIZE B.M. p2 R-6 247.IS T 12+20.00, 0.00' -1903213 1 - EL =256.39' E=130165956 1 4- 1 1 FIRE SRN \ - 2ADIUS=25' F' 1 � 1 .I N 24TH $T. r FIRE TUBA RESIDENTIALCOLLECTOR) 20'r� N 14' qq6 M 15 00 •L39.04 P - 'S88O"'41"E 66.92' ]2.12' 0 I A er--------------- 1 [----------------) 3 1 I I I I I I I I I I I I I I I 1 I LOT2 Q5 0 LDT1 S 9,536 1Larl 0277 TAX PARCEL 334450-0235 S.F. 5 F. 1409 N 24TH ST. R-6 e I I I h TAX PARCEL 334450-0234 1 C.D. IR HIMMAN'S LAKE WASHINGTON GARDEN OF EDEN I5 I, 4/ I 1 - - - - - - - - - - - - - L --------------- AN TAX PARCEL 334450-0250 2219 MEADOW AVE. N R-6 DISCREPANCIES IF WERE ARE ANY DISCREPANCIES BETWEEN DIMENSIONS IN DAMAGE AND EXISTING CONDITIONS WHICH WELL AFFECT ME WORK THE CONTRACTOR SHALL BRING SUCH DISCREPANCIES TO ME ATTENTION OF ME ENGINEER FDA AD,USTMENT BEFORE PROCEEDING WITH ME WORK ME CONTRACTOR SHALL BE RESPONSIBLE FOR ME PROPER FITTNG OF ALL WORK AND FOR ME COORDINATION OF ALL TRADES, SUBCONTRACTORS, AND PERSONS ENGAGED UPON THIS CONTRACT CONTRACTOR AGREES THAT HE SHALL ASSUME SOS AND COMPLETE RESPONSIBILITY FDA JOB SIZE CONDITIONS, INCLUDING THE SAFETY OF ALL PERSONS AND PROPERTY, DURING THE COURSE OF CONSTRUCTION OF THE PR0.1ECT, AND THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD WE OWNER AND THE ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS MOUSER EXCEPTING FOR LIABILITY ARISING FROM WE SOLE NEGLIGENCE OF WE OWNER OR WE ENGINEER EXISTING UTILITY NOTE: ALL LOCATIONS OF EXISTING CHUTES SHOWN HEREON HAVE BEEN ESTABLISHED BY FIELD SURVEY OR OBTAINED FROM AVAILABLE RECORDS AND SHOULD THEREFORE BE CONSIDERED APPROXIMATE ONLY AND NOT NECESSARILY COMPLETE. IT IS ME SUE RESPONSIBILITY OF WE CONTRACTOR TO INDEPENDENTLY VERIFY THE ACCURACY OF ALL ORLIN LOCATIONS SHOWN AND TO FORMER DISCOVER AND AVOID ANY OTHER UTILITIES NOT SHOWN HEREON WHICH MAY BE AFFECTED BY THE IMPLEMENTATION OF THIS PLAN. 1 1 PER CITY COMMENTS RECEIVED 07-14-21 09/141202, N0. REVISION H O z 0 5 IC 20 SCALE 1" = 201 L1 FIRE SRN A�y RADIUS=25' ll iAS \\ s'A s+70.D0, D.aD' \ j \ 45 10+00 \ 9+10 FIRE SRN TAX PARCEL 334450-0230 1509 N 24TH ST. R-6 TAX PARCEL 052305-9041 1512 N 24TH ST. R-6 N=190123 60 E=1302909.41 BUILDING SETBACK TABLE: F 257 FRONT YARD S COMBINED 15' NOT LESS THAN 5' SIDE YARD R 25' REAR YARD FIRE SPRINKLER NOTE: ALL HOMES REWIRE AN APPROVED FIRE SPRINKLER SYSTEM SEPARATE PLANS AND PERMITS SHALL BE SUBMITTED TO ME REASON REGIONAL FIRE AUTHORITY FDA RENEW AND PERMITTING SHEET INDEX TITLE NO. COVER SHEET AND HORIZONTAL CONTROL i TOPOGRAPHIC SURVEY 2 TESC, DEMOLITION, AND TREE PROTECTION PLAN 3 TESC DETAILS 4 GRADING, DRAINAGE, UTILITY PLAN & PROFILE 5 GRADING PLAN 6 CONSTRUCTION DETAILS 7 CONSTRUCTION DETAILS 8 CONSTRUCTION DETAILS 9 N 28M ST HE SAW ST Rv E N 27M Z O O a CT Q 3 a N 25TH ST 2 2 2 AI El AI 2 - 4 2 0 2 N 24M ST HE 24TH ST SITE i WE 23RD ST ¢ VICINITY MAP N.T.S. PROJECT TEAM APPLICANT. SUNN INDER MANGAT LOADS SE 279TH STREET KENT, WA 98030 (253) 236-6819 ENGINEER/SURVEYOR: CHAD ALLEN PE. KEWN REESE MILE ENCOMPASS ENGINEERING & SURVEYING 165 HE JUNIPER STREET, SUITE 201 ISSAQUAH. WA 98027 (425) 392-0250 ARBO.4ISE ROBERT LAYTON LAYTON TREE CONSULTING, LLC P 0 BOX 572 SNOHOMISH, WA 98291 (425) 220-5711 SECTOR: PHIL HABERMAN PE COBALT CONSUENCES P 0 BOX 82243 KENMORE, WA 98028 (206) 551-1097 LANDSCAPE: JEFF VARLEY VARLEY MARLEY VARLEY 19819 JOTH DRIVE BE DOWELL, WA 98012 (425) 446-94M ON -OFF SITE IMPERIOUS / PERVIOUS SURFACE SUMMARY: PGIS = 31199 SF SIDEWALK = 603 SF ROOFTOP = 10, 147 SF NEW/REPLACED PERWOUS = 9,693 Sr TOTAL NEW IMPERVIOUS = 8,653 SIF TOTAL LIMITS OF CONSTRUCTION = 23,642 SITE DATA: SITE ADDRESS: 1415 N 24TH ST RENTW, WA 98056 GROSS AREA: 21,412 Sr (0.49 AC) NET AREA: GROSS ROW = 19,813 Sr (0.45 AC) TAX PARCEL: M4450-0234 CRITICAL AREA: AWIPER PROTECTION AREA ZONE 2 WELLHEAD PROTECTION AREA ZONE 1 MODIFIED ZONING A SCHOOL DISTRICT. RENTON AMOS (425) 204-2300 ALLOWED DENSITY: 3-6 DU/NET AC PROPOSED DENSITY 4 W/NET AC MIN LOT SIZE: J,WD OF MIN LOT MOO. 60, MIN LOT DEPTH: 90, MAX BUILDING COVERAGE ADZ MAX IMPERVIOUS SURFACE: 55Z At ti W CL REGIONAL FIRE AUTHORITY MAX HEIGHTS: 2 STORIES / 24' CCappeliettl 09/28/2021 IF ® WEE DENSITY REQUIREMENT: (2) SIGNIFICANT TREES PER 5,000 SF IN COMPLIANCE WITH CITY OF RENTON STANDARDS PLANNING DIVISION W APPROVED , DEVELOPMENT ENGINEERING WATER UTILITY 09/30/2021 jdinq ® Scott Warrick 9/27/2021 IFifzJames 09/27/2021 O Know what's below. WASTEWATER UTILITY SURFACE WATER UTILITY R - 418101 O krevans 09/27/2021 Cal before you dig. Ann Fowler 09/28/2021 2 UNKMak KMR 1"-20' NMIM//,=a, O CITY OF �os/14/zozl SR MANGAT SHORT PLAT SAS 09/14/21 CJA RENTON NA �, NFI NE DATUM BAR 07/22/21 CJA .e CA 9� 9� 7 COVER SHEET AND HORIZONTAL CONTROL 20547 Q Plannin Buildin Public Works Dept. BY DATE APPR COW MAl XCUMNELY 1 9 g A PORTION OF THE SE 114 OF THE NW 114 OF SEC. 05, T. 23 N., R. 05 E., W.M. KING COUNTY, STATE OF WASHINGTON x C.D.R. SURVEY O 226 (NOT CONTROL 0Z FOR THIS SURVEY) 0 5 10 20 SCALE 1 "" = 20' 2s zs I LOCATION OFFOR GARDEN RIGHT Z COURT N OF WAY IS APPROXIMATE P PER KING COUNTY ¢ 3 I a QUARTER SECTON MAP SDCB / A TAX PARCEL 052305-903J TAX PARCEL 052305-9062 I n RIM=220.14 I ro� �I SDCB 1412 N 24TH ST. POWER POLE 2407 MEADOW AVE. N 0 i TAX PARCEL 052305-9041 IE 1Y ABS (NW)=216.fi9 m RIM=220.94 SDCB R-6 W/ TRANSFORMER, R-6 I� { 1512 N 24TH ST, IS 8" CMP (NE)=216Jq / �. IE 8" CMP (SW) 218.44 RIM=244.55 SIZE B.M. A2 4 POWER DROPS Q 3 R-6 p IS 8" ABS (SE)=2l&45 m _ EL=2Q.19' N 1 COMM DROP U!U ASPHALT ASPHALT ry' IE 88AGE (NW) 241.25 ) CONC1 d F SITE B.M. d1 C IIw. FOUND DRIVE DRIVE- a.( DRIVE \ 1 d CONG.fL=256.39' BRASS PIN IN CASED C, 13 ryF"v aDRIVE/,G CONC. 3 MONUMMENTENT / WALK 7r :-.1--w /Rw ry,�o (aosnloN) nl -GONG ) \ w 'Y/ ^,_ W� wm w�w.vYn-m°«m-�-m / N "Y E%.fi"Sff WATERtMAIN IN W-W W / _ �T�.w -1 y-- x w.-f` w _ WALK \ \ ) / ry N - -= - -r`--t - -/-- r-- m �- F� / l w w w �' /Nw24TH ST � w 8 a iw �6 / / I m�s �ssl� si- ac ' - �''- P as �q ps - -per (1�ESIDENTIAL COLLECTOR w. yy�EXµ16" APWWATERMAIN W OP 0 1 - )-gs SS- J� -rot-ro-I-m I , N88U2'41WJ446ss- V n s rod m+�ro-Fo-so-o as , )ss ��m 15.00' m�-ss -= -P �P- sa �4 ww� SSMH pq� ORAINH SSMH CqNC P - _ _ / _ RIM-261.4s RIM=226.34 a9RINE )A CONCE ASPHALT �6BD2'41"E 1"E 139.04'- -�- R* IE 6" PVC (NE)=253.45 FENCE IE 8" CONC (W)=25325 IF 8" PVC (W)=219.09 - DRIVE / DRIVE / $ ° - IF 6" PVC (S)-219.09 a - I I I / // - IE 8" PVC (E)=219.14 SANITARY SEWER / " ( I / I • - n DRRIIVE • { C. CORNER R" POWER POLE SIDE SERVICE SHOWN \ \ N / 05' E. & DR A �' LEGEND: NOTES: PER CITY OF RECORDS \ I OIL. I OF N. COMM.CNAM. DROP I. HORIZONTAL DATUM: CITY OF RENTON NAO 83/91. ESTABLISHED BY HOLDING CITY OF RENTON PUBLISHED RECgtOS JII "' P 6 Of CORNER B FOUND MONUMENT IN CASE N 1 F I °' LONWO MONUMENTS /226 AND /1839. Ia° \ / "254� ® FOUND RAIL ROAD SPIKE 2. BASIS OF POSITION : HELD ME FOUND CONCRETE MONUMENT WITH BRASS PIN IN CASE IN ME CENTERLINE OF \ \ \ \ DEC- i 6.1' ® SET MAG. NAIL JONES AVENUE 15 FEET NORM OF ME INTERSECTION OF NE 24M SWEET. DOWN 0.5 FEET ? \ CONC ' C ° CARPORT (M) MEASURED 3 BASIS OF BEARING: HELD ME BEARING OF S 00'3383" W BETWEEN ME ABOVE NOTED BADS OF POSITION AND m \ \\ y / CONN. (DECONCC.. 0) ME FOUND CONCRETE MONUMENT WITH BRASS PIN IN CASE AT ME CENTERLINE INTERSECTION OF JONES AVENUE ( GATE HOUSE d1415(C) CALCULATED PER ROS 20071106900003 AND NE 20M SWEET (ALSO KNOWN AS CITY OF RENTON COVWOL POINT AT8J9). DOW OS FEET. 3 / FF EL= jiStNE 255,64 eBENEAIHR EL= ✓ CARPORA WATER VALVE 4 ME FOLLOWNG RECORDS WERE RENEWED WHILE DETERMINING ME BOUNDARY SHOWN HEREON: \ \ \ BRICKCONC. PAD I 24J.63 / BENEATH \ \ L ROOF PEAK la WALL,FIRE HYDRANT A)LAKE WASHINGTON GARDEN OF EDEN NUMBER 5, ACCORDING TO ME PLAT THEREOF RECORDED IN VOLUME ❑ DECK FF EL- )ZkEL=269.06 OF PLAT$ PAGE 83, RECORDS OF KING COUNTY, WASHINGTON.® WATER METER 0 -24T.65 °ARAGE ONC.\ CHIMNEY PEAK \, /B) RECORD OF SURVEY AS REC0.4DE0 IN VOLUME 235 OF SURVEY$ PACE 4], REC0.4DS OF KING COUNTY, EL=2J2.43 \ C. )WALL 1- OS SEWER MANHOLE WASHINGiON POWER ¢6'�AW1S�y'` DEC \- / ( PAD ❑ CATCH BASIN C) RECORD OF SURVEY AS RECORDED W VOLUME 303 Oa SURVEYS, PAGE J9, RECORDS OF KING COUNTY, POLE 14" APPLE TREE 16"/14 ERRY eV am NONC. -�� J / n \ TAX PARCEL 334450-0230 WASHINGTON. IN \ 4 ST RS ( / o \ Q n ® AREA DRAIN CONDUIT \ \ DECK y 1509 N 24TH ST. //nn O) CITY OF RENTON SLIGHT PLAT NO LUA-13-000151-SHPL, RECORDING NO, 201302990001, RECORDS OF KING i \ R-6 �• J Q MAIL BOX COUNTY WASHINGTON. �� \\ \ \\ \ST�ARRS l I \ W u © 4 �\ POWER VAULT E) KING COUNTY ASSESSOR'S MAP FOR ME NORTHWEST WARIER OF SECTION 5, TOWNSHIP 2M,, RANGE SEE, W.M. ® JUNCTION BOX TAX PARCEL 334450-0235 \ / \ 631 MAPLE \ 5. ME FOLLOWING DECISIONS WERE MADE IN OETERMING ME BOUNDARY SHOWN HEREON: ) \ \ \ ±d 1409 N 24TH Si. \ - Q- POWER POLE WITH LIGHT A) ESTABLISHED JONES AVENUE N AND NE 24N STREET HOLDING ME ABOVE NOTED ROE (235147). R-6 \ IN OT TELEPHONE RISER B) HELD ME EAST AND WEST LINES OF ME UNDERLYING PLAT TO BE PARALLEL WITH JONES AVENUE HE AND �� ^ AX I\ \ \� l \\ ml OF COMMUNICATION MANHOLE ME NORM AND SOUTH LINES PARALLEL WPM NE SIM ST \ TAX ARCEL 354450-0234 \ / \ \ C.D. HIL�ANG LAKE WASHINGTON / V RENTON C.O.R. SIGN Cf HELD DEED CALLS FOR LOT DIMENSIONS. \ ) GARGEN OF WON 05 \� CONTROL SURVEY CG17� 1839 ROCK WALL \ \ \ \ 11" NIESiNUT CONTROL BENCPUNTHMARK ARK I : 9" �OGWOOD I \ \ N5I \ MASTER BENCHMARK 10Z 6. VERTICAL DATUM: NAND I9M OAJ \ 12\ `iPY BRASS INPOWER POLE 5. END N BRASS PIN IN CASED MASWR BENCHMARK: CITY OF RENTON SURVEY CONWO POINT /I839 (AS DESCRIBED FO4 BADS a BEARING). \ \ I I CHAINLINKCONCRETE MONUMENTGUIDE ANCHOR ELEVAl1INJ =2J9.1J FEET I FENCE CONC. \ I / I GO E. r -P -PUNDERGROUND POWER LINE 511E BM /I: SET MAC NAIL ANO WASHER IN NE 24TH SWEET A2 FEET NORM OF ME SWM EDGE OF PAD PAVEMENT AND 9.2 FEET NW OF ME WEST ENO OF A 4' CHAIN LINK FENCE ELEVA➢ON =25&J9 FEET\/ n OF LINE mP-olP-MP- OVERHEAD POWER LINESITE BM A2, SET MAG NAIL AND WASHER IN NE 24TH STREET NEAR ME WEST PROPERTY LINE, 0.9 FEET NORMco ro NO FIBER OPTIC LINE OF ME SOUTH EGG£ OP PAVEMENT AND 21 FEET WEST OF A UTILITY POLE ELEVATION = 24Z19 FEET �j\\ \) \\ ASHZEDC! /A 023" ELM \ I \ 0}6' ELM \ \ - w x w WATER LINE ] THE SUBJECT PROPERTY CONTAINS 21,412 SQUARE FEET OR 0.492 ACRES i- / d6 a4 ( \ 7 m -.m - m - STORM LINE & PLANOWETWC AND TOPOGRAPHIC INFORMATION AND MONUMENTS SHOWN AS FOUND ARE ME RESULT OF FIELD VISITS IN SEPTEMBER 2020. WOOD FENCE S. LINE -w w SEWER LINE 9 IRAWR9NG AND DATA COLLECTION WERE PERFORMED USING A SPECTRA AND/OR TRIMBLE 5 SECOND TOTAL CORNER 6 SHED WOOD FENCE STATION ALL FIELD WORK WAS PERFORMED AND EQUIPMENT MAINTAINED, IN COMPLIANCE WITH WAC 332-130. L5' E. & 1.V N DECIDUOUS TREE ADDITIONAL HELD WORK WAS PERFORMED USING SPECTRA SP-BO GLASS POSTIll SYSTEMS, ME WASHINGTON 0.5' S. OF of LINE CORNER STATE REFERENCE NETWORK, AND/OR ME NATIONAL GEODETIC SURVEY'S ONLINE POSITIONING USER SERVICE (OPUS)' CONCRETE 10, ME PURPOSE OF THIS EXHIBIT IS TO SHOW ME BOUNDARY AND EXISTING CONDU NS ON ME SUBJECT PROPERTY ASPHALT It UNDERGROUND UTILITIES SHOWN HEREON ARE PER A COMBINATION OF FIELD LOCATED SURFACE OBSERVABLE FEATURE, PAINTED LOCATIONS BY APPLIED PROFESSIONAL SERVICES INC. (APS INC.). AND RECORDS OF ME APPLICABLE UTILITIES AND SHOULD BE HELD VERIFIED PRIOR TO ANY CONSTRUCTION. RECORDS FOR TELEPHONE, POWER AND CABLE WERE NOT AVAILABLE FROM ME INDIVIDUAL PURVEYOR. ALL UTILITY LOCATIONS SHOULD BE OSSIFIED PRIOR TO ANY CONSTRUCTION. 12. ME LEGAL DESCRIPTION SHOWN HEREON IS PER CHICAGO TIME INSURANCE COMPANY LIRE REPORT GUARANTEE NO. SI8854]-16, DAZED AUGUST 31, 2020 LEGAL DESCRIPTION THE WEST 139 FEET OF ME EAST 493 FEET OF TRACT J32, C.E. HILLMANS LAKE WASHINGTON GARDEN OF EDEN DIVISION NUMBER 5, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 11 OF PLATS, PACE 83, RECORDS OF KING COUNTY, WASHINGTON, SITUATE IN ME COUNTY OF KING STATE OF WASHINGTON.. Encompass,, ENGINEERING & SURVEYING Weuem Washmg[on Ckrsion 165 NE Tamper Sheet. Sulk 201 • Lsse¢uah. WA 98027 • Phone: (4251392 0250 Baalan Womwon Dhlslan 407 SWlftwxkr BI- Cie Elum WA 98922• Ah (509)674-7433 2 PER CITY COMMENTS RECEIVED 08-MI2021 1 PER CITY COMMENTS RECEIVED 07-14-21 09/T41202, NO. REVISION \ SOUTH 1/4 N88'0241"W 139.04 CORNER SECOON 5 S.E. CORNER - (NOT VISITED _ OF SHED E. ENO FOR THIS SURVEY) 1.5' N. OF TAX PARCEL 334450-0250 CHAINLINK LINE 2219 MEADOW AYE. N FENCE R-6 0.6, W. OF LINE O N Q J At ti LL CL • IN COMPLIANCE WITH CITY OF RENTON STANDARDS ® DEVELOPMENT ENGINEERING Q Scott Warlick 9/27/2021 2- I- R - q O Know what's below. SURFACE WATER UTILITY O L Call before you dig. krevans 09/27/2021 _ SAMI SAME; KMR „Z� Nn ion/mo, O 09/14/2021 CITY OF Ns ' RENTON MANGAT SHORT PLAT WS 09/14/21 CJA ONE AY FUUDATUM ses 07/22/21 eJA .m. G� IS Works Dept. TOPOGRAPHIC SURVEY 2�547 Q BY DATE APPR MaNagagall CJA xur•ccara.cL. N,,I2 ' 9 1g TESC LEGEND: SILT FENCE -�f - CLEARING LIMITS TREE PROTECTION FENDING CONSTRUCTION ENTRANCE ® INLET PROTECTION XTREE REMOVAL APPROXIMATE CUT/FILL VOLUMES CUT. = 352 C Y. FILL: = 704 C.Y (CONTRACTOR To cWGERM) DISTURBANCE AREA 23642 SF. LST J"Irs 7� ASPHALT -T) — N M DRIVE /— RIM=24455 IS 8" ASS IN)=241.15 IS 8" ADS (NW)=241.25 N roN —lNl eo ---r ro PROTECTED TREES Figure 1. TREE PROTECTION FENCE DETAIL. DRIPLINE METHOD A. CONSTRUCTION STORAGE PROHIBITED: ME APPLICANT MAY NOT FILL, EXCAVATE, STACK OR STORE ANY EQUIPMENT, INSTALL IMPERVIOUS SURFACES OR COMPACT ME EARTH IN ANY WAY WITHIN ME AREA DEFINED BY ME DRIP LINE OF ANY MEE TO BE RETAINED B FENCED PROTECTOR AREA REQUIRED: PRIOR TO DEVELOPMENT ACTIVITIES, ME APPLICANT SHALL ERECT AND MAINTAIN SIX-FOOT (6) HIGH CHAIN LINK TEMPORARY CONSTRUCTION FENCING AROUND ME DRIP LINES OF ALL RETAINED TREES OR AT A DISTANCE SURROUNDING ME TREE EQUAL TO ONE AND ONE QUARTER FEET (1-1/4) FOR EVERY ONE INCH 0") OF MUNK CALIPER, WHICHEVER IS GREATER, OR ALONG ME PERIMETER OF A TREE PROTECTION MACE. PLACARDS SHALL BE PLACED ON FENCING EVERY FIFTY FEET (50) INDICATING ME WORDS 'NO MESDASSING-PROTECTED TREES', OR ON EACH SIDE OF ME FENCING IF LESS THAN FIFTY FEET LEO') SITE ACCESS TO INDIVIDUALLY PROTECTED MEES OR GROIPS OF TREES SHALL BE FENCED AND SIGNED. INDIVIDUAL MILES SHALL BE FENCED ON FOUR (4) $IDES IN ADDITION ME APPLICANT SHALL PROVIDE S PERWSON MENEIVER EQUIPMENT OR MUCKS ARE MOVING NEAR IRE S. C PROTECTION FROM GRADE CHANGES: IF THE GRADE LEVEL ADJOINING TO A MEE TO BE RETAINED IS TO BE RAISED, THE APPLICANT SHALL CONSTRUCT A DRY ROCK WALL OR ROCK WELL AROUND ME MEE. THE DIAMETER OF MIS WALL OR WELL MUST BE EQUAL TO ME MEES DRIP LINE. D. IMPERVIOUS SURFACES PROHIBITED WMIN ME DRIP LINE ME APPLICANT MAY NOT INSTALL IMPERVIOUS SURFACE MATERIAL WITHIN ME AREA DEFINED BY ME DRIP ONE OF ANY THEE TO BE RETAINED, UNLESS OTHERWISE APPROVED BY ME CITY. E RESMICIIOJS ON GRADING WMIN ME DRIP LINES OF RETAINED TREES ME GRADE LEVEL AROUND ANY MEE TO BE RETAINED MAY NOT BE LOWERED W1 MIN ME GREATER OF ME FOLLOWING AREAS I) THE AREA DEFINED BY ME DRIP LINE OF THE MEE, OR 2) AN AREA AROUND THE TREE EQUAL TO ONE AND ONE HALF FEET (1-1/2") IN DIAMETER FOR EACH ONE INCH 0") OF TREE CALIPER. A LARGER TREE PROTECTION ZONE BASED ON WEE SIZE SPECIES, SUL OR OTHER CONDITIONS MAY BE REQUIRED E MULCH LAYER REWIRED: ALL AREAS WAIN THE REWIRED FENCING SHALL BE COVERED COMPLETELY AND EVENLY W IRIN A MINIMUM OF THREE INCHES (3") OF BARK MULCH PRIOR TO INSTALLATION OF ME PROTECTIVE FENCING EXCEPTIONS MAY BE APPROVED IF ME MULCH WILL ADVERSELY AFFECT PROTECTED GROUND COVER PLANTS. G MONITORING REWIRED WRING CONSTRUCTION: ME APPLICANT SHALL RETAIN A CERTIFIED ARBORIST OR LICENSED LANDSCAPE ARCHITECT TO ENSURE MEES ARE PROTECTED FROM DEVELOPMENT ACTIVITIES AND/OR TO PRUNE BRANCHES OR ROOM FERTILISE AND WATER AS APPROPRIATE FOR ANY MEES AND GROUND COVER MAT ARE TO BE RETAINED. H. ALTERNATIVE PROMOTION: ALTERNATIVE SAFEGUARDS MAY BE USED IF DETERMINED TO PROVIDE EQUAL OR GREATER MEE PROTECTION WQH APPROVAL FROM ME CURRENT PLANNING PROJECT MANAGER. Encompass, ENGINEERING & SURVEYING Weuem Washmsm DT„Epn 165NEIImiper Street. Sulk201-hONuah, WA 98027 •Phone:(42513920250 FaVern WOESEWIn DhQmW 407 SWWmwr OW, • Cie Elom. WA 98922 •Phone: (509) 674-7433 A PORTION OF THE SE 114 OF THE NW 114 OF SEC. 05, T. 23 N., R. 05 E., W.M. KING COUNTY, STATE OF WASHINGTON TAX PARCEL 052305-9037 1412 N 241H ST, POWER POLE R-6 W/ TRANSFORMER, SITE SKI 12 4 POWER DROPS EL 24T W & I COMM. DROP �' CONC� A _a DRIVE In 2 Maly-- 02 NO FO -CONCd�ASPHALi DRIVE DRIVE - SANITARY SEWER R SIDE SERVICE SHOWN J PER CITY OP RENiON RECORDS CLEARING LIMITS (END) T FENCE PER MRI STD PLAN 2MOO TO' POWER POLE W/ 1 CONDUIT �M TAX PARCEL 334T50-0235 1409 N 24TH ST R-6 GATE \ CORR PAD \ BENEATH DECK \ CHIMNEY PEAK EL=272A33[^�( 2k 14 AA �MEE 16"/iC CHEdRRY m¢ ro a REY0IED ) 4LINE WOW FENCECORNER1D' E. & t1N. 0,5' S. OF OF LINE CORNER 25' Lu >2 Q � 3 TAX PARCEL 052305-9062 O F I 2407 MEADOW AVE, N it E UTNIZFD R-6 Ow UCTIM - 3 T� SITE B.M. K1�. EL.=256.39, 1 , CONKWAL i.I Azri�. B_LWWATERMAIN N 24TH STa w Rl RESIDENNI COLLEC ). — - N8802 afW iaa Al'i \. e DRIVE A OIL' P �-254J DE ---- )NC / / / Pa -CARPORT' MIT A CONKOUR. (DETACHED) CONC. FF EL= HOUSE #1415 ..ppRIVE 255,64 aBC1YcAM IF EL- CARPORP 2447.53 / BRICK L ROOF PEAK WALL FF EL = EL=269.Ds 23" ELM \ 147.65 � ARAGE / COHc I VON S / / G, �� J \ ST IRS W )D K I 31" MAPLE DSO 1 TAX PARCEL 3 4450-0234\ C.D. HILLMAN'S LAKE\WASHINGTO / \ GARDEN OF ED p5 11" IWESTNUT 111 / I I 1 \ 1 1\\ x36" E�M W4 / 1.5N. OF TAN PARCEL 334450-0250 LINE 2219 MEADOW AVE. N R-6 1 1 PER CITY COMMENTS RECEIVED 07-14-21 091,41202, N0. REVISION 6.1, F O z 0 5 10 20 itt1 SCALE 1" = 20' TAX PARCEL 052305-9041 1512 N 24TH ST. R-6 ss —'OR PI—OHPL-2 IM=261.45 W 6" PVC FENCE IS S" GONG CORNER POWER POLE a' 0.5' E & W/POWER & 4.4' N. COMM, DROP OF CORNER CONC. ALL EXPOSED SOIL AND/OR DISTURBED SURFACES TO BE COVERED WITH MULCH, STRAW, AND/LIB PLASIIC SHEETING PER WALL FIG C3.4.A AND/OR TABLE C.32A CQPSWM. UNDER NO CIRCUMSTANCES SHALL SOIL STOCKPILES BE LEFT UNCOVERED. TAX PARCEL 334450-0230 1. PRE -CONSTRUCTION MEETING \ 1509 N 24TH ST R-6 2. POST NOTICE OF CONSTRUCTION ACTft TY SIGN WITH NAME AND PHONE NUMBER OF ESC SUPERVISOR. - 4. 3. FLAG OR FENCE CLEARING OMITS \ 4. INSTALL CATCH BASIN PROMOTION IF REWIRED. \ 5. GRACE AND INSTALL CONSTRUCTION ENTRANCE(S). 6. INSTALL PERIMETER PROTECTION (SILT FENCE, BRUSH BARRIER, ETC.). 7 CONSTRUCT SURFACE WATER CONTROLS (INTERCEPTOR DIKES PIPE SLOPE DRAINS, ETC) SIMULTANEOUSLY INM CLEARING AND GRADING FOR PROJECT DEVELOPMENT /8 MAINTAIN EROSION CONTROL MEASURES IN ACCORDANCE WITH CITY OF RENTON EROSION AND SEDIMENT CONTROL ? STANDARDS S END A RELOCATE SURFACE WATER CONTROLS AND EROSION CONTROL MEASURES OR INSTALL NEW MEASURES SO THAT AS SITE CONDITIONS CHANGE, THE EROSION AND SEDIMENT CONTROL IS ALWAYS IN ACCORDANCE WITH THE CITY OF CHAINLINK RENTON EROSION AND SEDIMENT CONTROL STANDARDS. - FENCE 0.6, E, iD COVER ALL AREAS THAT WILL BE UNWORKED FOR MORE THAN SEVEN DAYS DURING ME DRY SEASON OR TWO DAY OF LINE WRING WET SEASON WITH STRAW, W000 FEAR MULCH, COMPOST, PLASTIC SHEETING, OR EQUIVALENT 11, STABILIZE ALL AREAS MAT REACH FINAL GRADE WITHIN J DAYS. \ 12 SEED OR SOD ANY AREAS TO REMAIN UNWORKED FOR MORE MAN 30 DATE UPON COMPLETION OF ME PROJECT, ALL DISTURBED AREAS MUST BE STABILIZED AND BEST MANAGEMENT PRACTICES REMOVED IF APPROPRIATE \ 13 UPON COMPLETION OF ME PROJECT ALL DISTURBED AREAS MUST BE STABILIZED AND WOLFS REMOVED, IF APPROPRIATE E. END CHAINLINK AROBORIST NOTE: - FENCE ARSORIST TO BE W-SITE TO SUPERVISE ALL OS' W OF CONSTRUCTION ACTIVITIES BENEATH ME LINE PRINTINGS OF RETAINED TREES. DEMOLITION NOTE: ALL EXISTING IMPERVIOUS SURFACES TO BE REMOVED PRIDE TO ME START OF CONSTRUCTION • e Know what's below. R-418103 Cidll before you dig. DemagogKMR ,.=20, a� ,�,,,a, IS CITY OF RS RENTON SRS 09/14/21 CJA TAX,SRS 07/22/21 CJA xm. DATUM CAFAU F NOT ONE INN Planning/Building/Public Works Dept. BY DATE APPR CJA KALE XMIE.NLY I IN O N Q J u1 LtJ CL IN COMPLIANCE WITH CITY OF RENTON STANDARDS DEVELOPMENT ENGINEERING PLANNING DIVISION Q APPROVED - Scott Warlick 9/27/2021 '� oSf,2o21 idm9 2- SURFACE WATER UTILITY O krevans 09/27/2021 �09/14/2021 � MANGAT SHORT PLAT TESC, DEMOLITION, AND TREE PROTECTION PLAN z 20547 Q 3 9 g EGA ------------U I PROCLAIMED ,..�,�»�» e... To, iry RET KIixaaraD LJ L 2MY WOOD.DaE.WELL a»QNEED, SE DTIMENTm..i� FLOW BELOW ft�D�W WAR MARIANA SAME GRAMOTENSULESTRENGTHIENTRAWROMOT �MNMaELON�T��iASYM�) SINGLE WATER) PUBLIC WORR9 SILT FENCE/� DEPARTMENT Encompass,, ENGINEERING & SURVEYING Wevem WashAsmn EM6mn 165 NE juniper Sheet. Sulk 201 • LAREARah. WA 98029 • Phone: I425) 39L0250 Easkra WOMEROG DNkbR 407 SEURAxkr OW, • Ek EASE. WA 98922 •Phone: (509) 694-7433 9/28/2019 1 9:65 N TRAM A PORTION OF THE SE 114 OF THE NW 114 OF SEC. 05, T. 23 ME R. 05 E., W.M. KING COUNTY, STATE OF WASHINGTON GROWERS STAMILEMO SURFACES SHALL DOOR OFFICISM MONTGOMERY TO AMERICA ANNUAL TRAMMINKRAW LETANCLAIMENTUALOWSIUMANG.FMANG RETENTION, T 2 AT NOT USA COUNTER CONCRETE CEMENT OR CALCIUM M�IM FILM RESTORATION UN�3TMI�T" BELOW LOWELL W SCOMMATERANTRACTUALUNTE DISCHARGE TO SURFACE "MRS OF THE STATE IS ASSEMBLED) 23 HIM MERGE ROAD OWNED MULCH) MAY BE LEFT QUARTER FORMULA IN AWARE METER THILL WE BE UNDF�MR�W� HER EASE IS GUY RECOMMENDED FOR INTERFACE SWILIGHTNED IN AWAY WERNESELL THE HALF FAA AT MY WE ARGUES THE USE I MATTAGAMI IF THE HIM SURE A FALL MORTGAGE SEGMENT FROM SHALL FRANCE AGO MARSHALL ST IF THE ENSURE BATTLES CARRIED OHIO Y1,MR,r 21 FEELING SHALL AS GERALD AS NECESSARY TO TO THE COMMUCTION HYDROGEN 21 WATERLOO MALCOLM WE! HAITI SHALL I CONSTRUCTED ON A FIRM REFERENDUM) � TOO RAW �TMT�Ly HYUNDAI RM EFFECTIVENESS OF ME WAY AND REDUCE ME NEW FLOW MN�a 31 REARGENCESTATERNED AN IBM TUR AMONG REAL, NOT AS GUATEMALA THE STREET "CARL OFTEN ARCANE IS LEFFMCNA AND WATERS PUBLIC WORIL SFABIl12ED DEPARTMENT 9/28/20A 1 P:45 TO I 1 I PER CITY COIAkENTS RECENEO 07-14-21 1 SRS 107/22/211 CJA I 091,41202, 1 NO. REVISION BY I DATE I APPR eecnee Ina ,Mae is vim I THE CONTATECTINGUMENSIONANCE AREA MUST NOT BE ARM EID. PW9-318.80 PUBLIC WaRRs CATCH BASIN INSERT 9/ze/1D1e DEPARTMENTGAZ KYR i"-20' TNF �°e A CJA I HE IF ME ONE INN RULE AEECOWNFLy R-418104 * THE NATURAL; AT TOR SLOWER MUST HAND THERBUFFEREFTE WAR MASS OF MAGETAFFORY PROFESSIONALS FEE �MMN� GROWN SURFACE RAN REARGEN TIMES SUGHT OF (DOLESTRUCTION WRING WE NAME TO NEGOTIATORS WATERS OF THE STATE 10 CHANNELS AFT GENERATOR COLORS 11 ANY DERNALATERING SYSTEM NECESSARY FEW THE HATTORI MY STOWTHATER FATELATERS SHATILL M SUBMITTED MILES a" LOW I AND AGENTURAL 13 REVISION NEW MANTEMAGAREM SHALL ARGUE SECRET FROGGENTLYAS SECURED By THE CITY TO BEGREEN �EWNTOF My CONCLUSION ACTIVITY CATCH WAR WHOM MR WAY OTT BOTTOM FAMI X SHALL BE STAFF FOR WEREFFEREF 17 CLEARED FORM TO ALONG THE MUST AWAY FEETERNMAILEN GATT TWOME GETTRANSTREAS SYSTEM FLY) GRAL HE ATTRACT NARROWED NEWSLETTER U�ESC MRS TO MRS BRUNEI AND CAMPACTION WRING CONSTRUCTIONS 2D RAN TOME ARRANGEMENT OFF 4LMt��g�MMPE�OTOIDEWIFYWHC"MES�LM�OM 21 WATER TOFI�C��CTM ACCESTANCE MISSOURI SITE SMALL FEE STORE R. TO FRAGMENT MI�N',�N WATER FROM a TO RCMGWWSNWWTWCWWWNDMRWAWA COGENERATION ��RIESINUTIR�R��WAY�MCONSMICTMI'�A�ll'ONgT�B ALMOST MEANS IS ANTROULAUTS FISH MGM M BE COMMANDS BEFORE MEMBER IST rJ e Know what's below. Call before you dig. »D»`�`"SINTO' � CITY OF RENTON DATUM Planning/Building/Public Works Dept. PUBLICwORvs EROSION AND SEDIMENT CONTROL IFEERNPRE -----:450 DEPARTMENT STANDARD PLAN NOTES GAZ Tat DEVELOPMENT ENGINEERING Scott Warlick 9/27/2021 SURFACE WATER UTILITY krevans 09/27/2021 MANGAT SHORT PLAT TESC DETAILS 20547 TOF 4 9 O (TAY! Q J M ti Li, CL 260 II Rrl II 1 I N w LOCATION OF FOR GARDEN COURT N RIGHT OF WAY IS T APPROXIMATE PER KING COUNTY QUARTER SECTION MAP SDC RIM B220,94 IE 8' CMP (SW)=218.44 IE 8' ABS (SE)-218.45 1 SSMH RIM=226.34 IF BY PVC (W)=219,09 IS 6' PVC (S)=219.09 IS 8" PVC (E)=219.14 A PORTION OF THE SE 1/4 OF THE NW 1/4 OF SEC. 05, T. 23 N., R. 05 E., W.M. KING COUNTY, STATE OF WASHINGTON I Z_ DESIGNATED EMERGENCY VEHICLE Ld CONNECT TO EXISTING CATCH TURNAROUND PER CITY OF RENTON o ,3 BASIN WIN INSIDE DROP FIRE PRE12NPON BUREAU STANDARD STRUCTURE CORE DWLL AND TAX PARCEL 052305-9037 TAX PARCEL 052305-9062 ~ PROVIDE WATER TCHT SEAL 1412 N 24M ST. POWER POLE 2407 MEADOW AVE. IN `c _ SDCB R-6 W/ TRANSFORMER, R-6 RIM=244.55 SITE BM /2 4 POWER DROPS Q� 3 IE S" ADS (N)=24115 EL 24J19' & I COMM DROP HALF STREET GRIND LLIa ASPHALT ((�%) ` y _ AND OVERLAY SIZE BM. 6'I" OP AA DRIVE / INEW C K (SE}24100 41- DRIVE ` d - I CONC. % fL=256.39' - ' - 4DRIVE CONC. PRE TURN i WALK RADIUS 25 \� 3/ J �'1y� N EFP STE WATER PAIN _ �/ 'Vb x�w xM ( x —x�—ro FIRE NRN ,/� N24THSTti. N I Net A. °a IVE P- CB#1 ASPHAL STA. II+]S0; I2II i DONE .DRIVE T/PE 1 W SANITARY SEWER =24&90 SIDE SERVICE SHOWN IE-21312 8' (E) PER CITY OF RENTON IE=24322 8'(Nln RECORDS POWER POLE CONDUIT OFF TAX PARCEL 334450-0235 1409 N 24TH ST. R-6 N . ROAD CENNA UNE 1va$m� : CURB EX WA TER m 6 si tS ,^�^"� APPROX LOCA ION END OF PROPOSE 0- . V .$g; 1c'" w _ - — a m- — FRWTAGEIMPR WHEATS — . . W 'Itl1b ltl — TRITER SFRN 20LF'8 NEI 09.2TI PAD -- �— 25 LP 8' 01 0 0 LWON �Drr OF aim 12+00 11+00 N 24TH ST PROFILE SCALE HORIZ. I'=T0• VERr. to. s• Encompasn;e ENGINEERING & SURVEYING WEom WuAlllvm DAVI 165NEIVRpff Street. SUIW 201 • I=Wab WAYS027 • Phone (425) 392 0250 F moft&m UNI 407 5AmKr BNd. • Ck Elam, WA9892 • AUK, (509) 674 7433 09/I412021 1 NO. 10+00 ••` 1.5R.U.W. 4-.•ryh `&1 TAPER — 5' POWER POLE L N \ E ' E W/POWER & 252 E N COMM. DROP ye RBI=2}20B I SSW 05 254 \ 4 EE T® 1\ 1[=z4A F g ® CB #2 Sl&NS 03, 1222 LT -----� — �1 RNM25O.82 E-25f.948'(N) LOT 2 l j ( �� �) ( 0 \ \ \ a \ \ LOT I / tax PARCEL 3344s0 9,536 S \ 1509 N 24TH ST. \ \\\ I 10,27 SF j \ R fi LO-2LOTI s, l 9,536 ®I 0277 �I S.F. \ S.F. ��\ > TA% ARCEL 3i4450-0234 \\ 1 CO. HILL 'S LAKE \\ WASHINGTON R0NI-TI I I i GA EN OF EP4 O5 \ 1y \O 9' OG OD E=2HO \ If s6 g�y�.F \Z1Uft�7�0 S. LINE OF SHED 1.1' N. OF LINE 260 OFT1 sm. OS91 PER CITY CUMMENTS RECEIVED 07-14-21 REVISION IF �.' `.'` •. ` �'!r, `Z �3. SLR.'` ` i i h`5o \\. '` -T.^C3Be •\ A11 TAX PARCEL 334450-02K 2219 MEADOW AVE. N R-6 WAN TAX PARCEL 052305-9041 1512 N 24TH ST. R-6 FIRE TURN W IE 6" PVC (NE)=253.45 IE 8" GONG (C-253.25 F O z 0 5 10 20 SCALE 1" = 20' KEYNOTES: Qa EE55TNc ulln ro eE uNODVIDE RHDE2. COLRCNAIE WITH UTILITY PROVIDER O FOISTING MAILBOX TO BE RELUCAIFO AS SIGN © OOSTNG 3/4' WATER METER AND SERVICE UAE ro BE CET AND CAPPED AT THE MAN (BY aN FORCES UNDER SEPARATE PERMH) O EXISTING SERER SERVILE TO BE CUT AND CAPPED AT TIE MAN LINE O PROPOSED To WATER METER sERNCE PER COR Sro PLAN =1 (SERVICE AND METER ro BE INSTALLED BY GUY` FORCES UNDER SEPARATE PERMIT) O SANITARY SEWER S1U9 WTN SSCO PER COR STD PLAN 403.1 AND 406.1 © SEC BASIC DISPERSION TRENCH NTH NOTCH BOARD AND VV VEGETATED BLOW PAN, TOR OF THE IRENCH ro BE LfHI AND ALIGN WIN CUHIDURS OH PAVEMENT RESIORATMN PER COR STE PLAN Ila Hal, 110.2 (TER) O CONNECTSERTA ITO DISTING cn� MAN USHNG O 25 OF 8' 0H O (X= OPROPOSED TY RESIDENTIAL DRIVEWAY PER COR STD PLAN 104.3 © PROPOSED ASPHALT ADA RAMP WM PEDESIRHAN CURB PER COR STO PLAIT Vol OPROPOSED VERTICAL CONdtETE CURB & GUIDER PER COR STD PLAN 101 N SAMCUT LINE 0 GRADE TO MAN P 120 LF 8'PVC 09.7 NOTES: L ALL NEW HOMES SHALL BE EQUIPPED WIN A RESIDENTIAL FIRE SPRINKLER SYSTEM APPROVED BY IHE RENTON REGIONAL FIRE AUDIORITY UNDER A SEPARATE PERMIT A MINIMUM I' WATER METER IS REWIRED FOR HOMES EQUIPPED KIN A RESIDENTIAL FIRE SPRINKLER SYSTEM. A DOUBLE CHECK VALVE ASSEMBLY IS REWIRED DOWNSTREAM OF ME CITY WATER )AETER. 2 A PRESSURE REDUCING VALVE SHALL BE INSTALLED DOWNSTREAM OF ME CITY WATER METER W PRIVATE PROPERTY SEROCING ALL NEW HOMES IF WATER CONNECTION STATIC WATER PRESSURE EXCEEDS 80 PSL. -------------------- 115 EX. 15' ROW DEDICATOR 13' PANNG EX. 6'2 PANNG B' AN R' 0.5' VERTICAL CURB PER COR Sill 101 I EX. 15' R.O.W. E%. 13' PAMNNNG---------------- SAWCUT & MATCH J "PER COB ST) 201 EX CA N 24TH ST. SECTION (RESIDENTIAL COLLECTOR) NTS I L-J I IN COMPLIANCE WITH CITY OF RENTON STANDARDS W— 418101 DEVELOPMENT ENGINEERING WATER UTILITY O Q S- 418101 Scott Warlick 9/27/2021 IFitzJames 09/27/2021 Knowwhat'sbeloW. WASTEWATER UTILITY SURFACE WATER UTILITY O R - 418105 CBII before you dig. Ann Fowler 09/28/2021 krevans 09/27/2021 = KMR F..` 1"=20 zzWI Wax, wm ,wa/nwl O CITY p 0911412021 DOWNUA SAS CIOF MANGAT SHORT PLAT °°a°°"N/A Q SRS 09/14/21 CJADown CAP RENTON N A SRS 07122121 CJA „m M DniurM GRADING, DRAINAGE, UTILITY PLAN & PROFILE Z Cy, Planning/Building/Public Works Dept. IF AM WE Vol 20547 Q BY DATE APPR AnVAvAA GLIB vzz rn.°no.larSHEET W.9 Encompass/, ENGINEERING & SURVEYING watmn wasAlllgmn Drown \✓✓// 16SNEjun® S(WLSUIW201-koWab WA98027•Wwne(425)3920250 F waftXxiD n 407SAINs1 BML• Ck Elam, WA 9892 •Pow¢:(509) 624-2433 A PORTION OF THE SE 1/4 OF THE NW 1/4 OF SEC. 05, T. 23 N., R. 05 E., W.M. KING COUNTY, STATE OF WASHINGTON I I I z I DESIGNATED EMERGENCY VEHICLE ' TURNAROUND PER CITY OF RENTON FIRE PREVENTION BUREAU STANDARD 44 TAX PARCEL 052305-9037 TAX PARCEL 052305-9062 1412 N 24TH ST. POWER POLE 2407 MEADOW AVE. N Q F SDCB R 6 W/ TRANSFORMER, R-6 RIM=24455 SIZE B.M. d2 4 POWER DROPS IE B" ASS (N)=241.15 EL=247.19' k I COMM DROP HALF STREET GRIND LL( TII IS 8- ASS (NWJ=241.25 e1 CONC` 4 a - AND OVERLAY SITE B.M. /1 Ta DRIVE a d 1 1 �CONC. % EL =256.39' \ 4 \ a OR WALK CONC. FIRE TURN a� WALK RADIUS-25' �.W.mow.. IN —�.w E —m %� STE wWATER WAIN \ 'V m rt .� N24TH ST�`� w TF Rao uNas 8 W 7,B $ � B m 4RESIDENTIAL COLLEC ) 25686 (�'O Rsp5 A ENS ro � ° � J4O 7ro FL 246:6D # 254 90 FL 256 in F NO 09/14/2021 1 NO. b N�22. 254 PER CITY COMMENTS RECEIVED 07-14-21 REVISION POWER POLE W/POWER & COMW DROP TAX PARCEL 052305-9041 1512 N 24W ST. R-6 FIRE TURN RADIUS=25' W --W —/W I6 Duct - WATERMAIN 4 W_ W 120' 255156' , IF 6" PVC (NE)=253.45 IT B" TONIC (W)=253.25 W— 418102 i S-418102 Know what's below. R — 418106 Cell before you dig. NMR 1•--20' w „�, O CITY OF SRS RENTON SRS 09/14/21 CJA TNF SRS 0I/12/11 CJA xmm DATUM Cy, Planning/Building/Public Works Dept. BY DATE APPR n caa via rawnwxa. F 0 z D 5 10 20 SCALE 1" = 20' 0 _O N U 2 w IN COMPLIANCE WITH CITY OF RENTON STANDARDS I_ DEVELOPMENT ENGINEERING Seott Wadick 9/27/2021 O SURFACE WATER UTILITY � z krevans 09/27/2021(:D:] w 0911412021 MANGAT SHORT PLAT ,ma°°"N/A 20547 GRADING PLAN Z Q SHEET,6 W. 9 S fAW pm�aw aexax.lp:araaeparew-oecnpareaxerscocrw SURFACE WA�R STANDARD PLAN NO�3, PORTION WWI SPATITE 1VILII CAME I PURPRACALL CAMMUM MORAL TO PIANO WIND CONCEDE APPLY UP AN MDW�$tAl�� �Hl �by MUCLY MEDICARE MUCH AND SEYMOUR WHARIAL BE NOTED ED FACE ELAM MOISTURE MANUEL TESTS M THE WANT BARNEY NOMINATIONS A � AREFFIENT �ITIE"IFIL�T����W� O��D CUM MY EVEN CUT SHALL BE WASSIDED IN ALLOWANCE AMR CAS CITY TRENCH RESTWTIM ST�A� PC ALL FAW RAW STRUCTUFFES FLAT BE PLACED FOR HALFWAY LINE AND GRAW PRIM TO THE STAFF OF CONSTRUCTION EARLY NFACANOIJ �� MWP DIRECTED By EYE CITY NUM FACING SPENHEARES CATCH FACH CRY 'WE" IFNALL ME ADICAUNI TO TWA '� A' ITAKEET I ALL FIRM MAP CAPABLE "IL ME BASICALLY ATTLY IN �RATI� ORION TO AT I �TnN MCI My �TR�TIM ACTIONS �MOT�N � CA THE EYE Me UP 14 ALL � B��S MWAS CATCH [WATER AND PRANHOLES SUFALF CA FIT" ITS COUNTY THE CITY ST��P� IS 16 RAW e>.w ePVLBIlw 217JM� PUBLIC WORK SURFACE WATER STANDARD PLAN oEPARTIVEnn NOTES (I OF 2) artln PaBWclhM /10/3020 1 itTYr.m I I FRANCA I I I W xDA,xPEP A.m Pww lrw ' L _ HAI w.w..lmw PLPN NEW 0 IV IRAT SITTY Iv. IJ n wuM ww ux�wm A IF A - llAT\1 EEMM O lYry GENERAL NOTES', I lb INeKofN eAn.EI M10 MNNaPaImRN AREA M nWbunvnN minnnW9WNv� of me alb F z. The alwwlonl InM ante UP /! ' �A�v lkehell etlpmFMPUS b nbIn .-' wtU m 6aPIWlwrwx..m MR - I Ste` IapAI�C MCW I r �' �N - 1011 CEMENT CONCRETE CURE PRO D. r PO C INSTAL T1ON AT E CATCH BASINS Encompass/, ENGINEERING & SURVEYING wN m FWRbM1FRm DnsroR \✓✓// I65NEIun® SNEW SUrte 201 - I=Wab WAYS027 - Ph ne (425) 392 0250 F WaAM&g U n 4025WffixaW SM1. • Ck Elam, WA YM22 • Pow¢: (509) 624-2433 9:4P A PORTION OF THE SE 1/4 OF THE NW 1/4 OF SEC. 05, T. 23 N., R. 05 E., W.M. KING COUNTY, STATE OF WASHINGTON Omslw ae SEC aeia�wsrEOMrx"npm-eaavFcoeiw It f� � SYSTEMS CALL AM ��T SVSM� STILL HOT WE PTE��TW ME � �nLy �V Am I COUNTY � TO THE 21 ALL STORM SYSTEM ENTERSESIONS ANUALL M ��FM� �� WE A ENCOMPASS TRENCH NW�MTM "AI �� �S�M TO EYE CITY METAL TO CONSTRUCTION 22 ALL A P. I INST 46LED MCA NEPAL' �LCXTW l�C WWI MITI SYSTEM �VMCE SYSTEM � WE �CM HE ASIA$ OF MMM COME PROJECT CURBS ULTERS AND TO PA� cx�xwumxelxec�E �rcx w SYSTEM MH�A SPACTMEW �MWA� TAIWAN EACELVAREEP WATERATAINTE BELOW TO THE DEFAULT TEST PEM��� � M�� WORM ® u SI a.PWI�Ea].M�20 vpPAR WORKS SURFACE WATER PLAN DEPARTMENT NOTES (20F 2) artin Pastueh�/13/2030 NOAm WED AMC Ist IF WWI "I •µ AN w.N lax AoxPxM x.xww CUM w.a. / CII AM I AM AW POLAR A- AAAAAA RE OF PREATEM r AT NUMANY ANUMANY Il�e�., o�....e, -b It MY UP .ow<a,wa rex r° 1 x Eye ALI E® _s.nwe .m'Iw¢xeNAME,\\\� er.ux mxt^s'M�a'+w ,. rap.i.nx.uv ra.�.wtl 'e �[. mnmcnol PCO eUC WORM CEMENTNCRETE UEPf.R'1'MENT simm LN I 1 PER CITY COMMENTS RECEVED 02-14-21 091,41202, N0. REVISION 8:40 ONCE I RAW .n :- E.aeINa x rrnl x�roM TODAY muxr CEMF WWRETE Io"BEFE nT RaevM�ixSrtx��MOwrUauxa F '"a rRcen,owvwroxe CFTC CUMOND(CUT - TR4FFIC CURBRND GUTTER elm Avee wmey®cwezrxmy PMATM�w� ME v I DEPRESSEDLURB SECTION +"e --„ ranwwemuve iercreeamoxw,ws DEPRESSED CURB SECTION eewrcuem ,��,- rrawburraawrn 1TR _ ._ D 'ter CA jr r mx 'E FULLLf➢111 FKNaOX.NMM rn CEMEMTE TRPFFIC IC CUMLURE DEPRESSED LURE DEIAL uixM. V.'Inlr.Nm W nw. > F,wP.....NwM.wwwb,P.aw,ww,_..N.PMx,P.a ru0uc WpxxsDRILARTMENTY I came" CONCRETE CURES IF A �� iE aTxE'""'ilr.ffn TWEca-IawEmlc WEv - IwIWWm.,,NweuPam MIES MMneOfiwry - feamMtlear JepA (STmI IRAM, !PRusl PA wyaweww wiI. Wnv wiellel,Yluue mAi w SATES exaeee ro.yry M.e arv...r WE z. aeeem. nmA2EPWm,MdMUW. a ewmeee p:Nio�m.e enAe=.sm m.rce•reinm. 4. "FIRM a Tne.nyna,Mu mqe el emu :iN mme. n...rmxml awom oNIME, wrx'. e.o exeawwwa I "CUM. r61 I Fw Iwce Tewl pe N B. S e MIPA Rll3411 RYl a 11 LO RAN f Im 111 IRTONR61 L Le a rh®b TWO - wY eppere, ae ' U¢nouImcl eLATIME CMn[ancavoi MR AY STANpuepS A MOUTH SAMURAI Euv INM9 Me MPWav^r��Sa�wmv O4VIER4 On -WIN PEOPEALITY URMfM STA'EMUS LP1Gn N4� PNw ICAA OIN 6 ()()STANDARD rr m HDP mwxtw� w.. EVES THE INS / 1 M1O11 va OEPREBS®CIIRBornrxnxa DMWA�EYaOAN � Y . a Trw.sp r+.w PUBLIC WORKS I CEMENT CONCRETE OMVEWAY DEPARTNEnT ENTRANCES -NOTES AND YRTAILS BY I DATE I APPR suNmEu KMR m SRS TNF I ate¢ CA IATIMM IF NOTY WE MARM wrnPWn vfe ecanwxar Caa R-418107 Know what's below. Call before you dig. "III"' O CITY OF RENTON DATUM Planning/Building/Public Works Dept. 1►<KiPul�wl:[y�ri911aill�ti7�:��►1Cy:�yG1:U7_I:UIa Scott Warlick 9/27/2021 SURFACE WATER UTILITY krevans 09/27/2021 MANGAT SHORT PLAT CONSTRUCTION DETAILS 0 47 F MI I— Q J Cl- I- z CQ C 1_ WnI r. WARM HATIMPA PNNI P. ARE _J1050F w / I— O� � +xr MIAMI C VIEW (PMDEx wRBFFIRM Fp NOTES SM. PLAN MCI sm. nen - la.s PUBLIC wORKs CEMENT CONCRETE DRIVEWAY PYR 'F.D. DCI'ANTMFSI' ENTRANCE -TYPE RIB E. µ 1CARE 1 L I I I 1 L 1 , I 1 REAL 2' DEEP SAMMACUT HAT WIND AND LIMIT TV REAL MURPHY DESIRE AMAT DIANE I I / 1 Fu.L sME+ WDIx DKPIA. Ewx[D 1 IT If 1 P IF L I I 1 I If r 1 I % r/ 1 1 E� DF nIEPxD PAwIrEx, y � fDU f( m.wfD LAW Iftt[ slwPry I - ; OF My MARATITH LAW I rAVADE.xcxAxw]JOWMINOR E LA wmuv r / 1 Yvw,vP r I M[ic4D FBI I WEAL AT � SARMUT OR CARD, IN OF MAL MACKAY FILE STREET "DIN DAR].OMIT y FEWwED�w IT LAW LISP LANE TED So STEWART) PLAN Mm xR[lYIRm FEE ETHICAL IP01 8111. PWL - 110R 0PUBMC WDx(SDx MWCIIT. MIMD AND PIIt 'I'o DEPARI'YEMT OMlRIAY IDR LONbEI1WN1L 111lMCllp (D. _ Encompass, , ENGINEERING R SURVEYING WOESR WSPURI rm OMsron ���a4 165 NE lu;SM Shed, Suite 101 •Issituah. WA 980171 Phone:(425) 392-0150 E m WaShingtat EMDian 40]SWORZRr Bhd ID COME, WA Y8922• PIUVRP(509674-1433 A PORTION OF THE SE 1/4 OF THE NW 1/4 OF SEC. 05, T. 23 N., R. 05 E., W.M. KING COUNTY, STATE OF WASHINGTONOf THE PATCH REAL BE tXM= ED MR NO rn WITTER MIT III m I) maw,D. STALL tlMET mE,. I I I EDvwP..Exw. I ,FMRx I t F xY. I I : ,D. �I� I I.wE INR Y WM tl OR MOMENT AM Som tlmsnc raru[xr wPRISMnMw1[ wEln IFF xort 1) Y xuAR E,wxxDntlRIR,cIRD ,D 95R xp9nmwv�isalNVl"xnu•�(Y[�xwtlNSAINT THALL MEET THE MIDNFDmquARPYL- s¢ nuDwO SrerDwDP[cn[nnu rpXM�HxrstlgMwom xPr. (orz xorzs. ME suxo.aD PLP4 IIOI TYPIWLTRRMi11WiPwTdI POR Pauc 4oEaas aR Pwvixlurt oR aDlD STEEL E'N PEAR -Il0 Pl.msDEPARTMNT PwVIYEMI WITx OVIRLAY b pm8gn Em4}e Ip, eEECFS%-W)NaENMANY A)I]AW]P9,D AN THIN PUBUC WOFNJ BATCH BASIN WIDE OEPANMEM G/1 9/28/2018 :IS A' i PER CITY COMMENTS RECEI4ED 07-14-21 99/14/2021 N0. REVISION VARIE4 AN 41N. wOM OF AExp AS REGARDED BY BI]E R I 1 , PROPOSEDMPRp,CYErvr (s[E wSVpr I v�I STANDARM dq[ARW ]-DPs) PLUS NI ALLOWANCE FOR ANY AIOMNG. 91LflMG. IF NEEDED. SHALL KKEl ME REQUIREMENTS R 1� ; WSppi STANOAFp 59EdLIWllD1 ]AB.3(1 1FEMI WOM AWCY, AFTER RAIXFILL RPM OF FxISRNG PAYCWNi s' cRusxFo SURFACING roP cWRs sEaic�ilwls�cwai�lEo�Tio STANDARD .ImaIED FFCC(M CSR, BANK RUN GPaKL FOR IRfX[X BAC%[ILL (9-03.18). GPAKL BLMPtlN 8-03.IQI)) PER Wm01 s1RHDAFO SPEPEICa11cN5 CAN NAIVE WIWAL R MPPOKD IN XF lIH6 RY EXgNEEF BARD W RD2LX REPORT. CMPAC2D i0 0s uagnm vflperoRARM IBM 5%5 PASSNG NOTES BULIMA LL WNEX E%15RNG PA9CYCNl M a LANE flEDYIPMC A EU1 WOM REPLACEMENT 15 9idtfH OR EERMORA1Ep N A PAVEMENT CONDITION IbpE%RARNG R 70 GR LESS. ME EXISTING PAMIfHI IN THAT LANE. AND ipt THAT q51 WGE 50 LLA54FIED, SMALL R REYOIEO AND PERA wM HILLYAicXING THE LE9M USED IN DUE EXISTING5MF£1 OF ME RPM PER CITYS(NYOAM1U, WHICHEVER Is GREATER. 3 TM1NCflPL/ YMpt/CDII£[ipR, apiE04. 6 IXWSiPUL ACCESS sffiEF3 - NAIIPIPL AND iNICXN[55 sXAll RE IIUA S. I' PG 64-29 4V0 MATCH [x15RNG MiCNH[55 AND IN W dY Lf55 Max s'. L ALK55 sRKf X - ¢ f' Po 6418. RE MCIMESS SxALL Be Mal OF ME ELSRryG a�vi4ivr d;cnW AMID IN o cnsi LEss Mw n. 3 WHEN ME ''N WCYI AFTER B%(LL' FNCRD ACPCIES INTO PH IDJA[ENi LANE. CURB a DUTIES D9 F a(iECIED LM'E SHALL R PLC AMR � OKRLAID *DO x4P wDM, THE GIPS k DUMP p LXM SEE REMOVED AEG PEFLALED, Wm[P SMALL BE PLANED DR FEYOVE➢ AND ♦. IFREACHUNDERMMES EXISTED SIB[W1LR ANp/W CWBS, MEN ME 40EWAL% MID/OR CURBRF SXPLL WER CFD (RCM ExPPHi'DN A%Ni TO ExPnNLOX Jdxl. 5. P 1pmCNING MPWGM EXISTED ORrvEwav DR SiDEWW( RAMP. ME gM1KWFv WE 9DEWPLx PPNP SMALL BE RFPL.cEo TO uELT POA slaxpaaps. TTPFewI wxeFTuelxlu PAVEMENT OR PATUF M. NaR - Out PUDYC NORKS c r D6PARRdENf PILIFIIIE I R/OI! PAV[MIMT WRM OVIRLAT NauEwOpks CATCH BASIN INSTALIgTION OFPRRTMENT • Knowwhat'sbe,ow. R-418108 Call before yo. dig. COF SAY WE WH A GAZ 9aerz01e I 0:45 .' "MR ,•=20' P�X:a;I..I O CITY OF SRS � RENTON SRS 09/14/21 CJA TNF SRS 07/22/21 CJA «m �� DATUM Planning/Building/Public Works Dept. BY GATE APPR CJA a". FcconDNOL. w QNO NET _ IN COMPLIANCE WITH CITY OF RENTON STANDARDS ti DEVELOPMENT ENGINEERING Q J Scott Warlick 9/27/2021 � ti SURFACE WATER UTILITY � krevans 09/27/2021 �09/14/2021 � MANGAT SHORT PLAT"'N n � CONSTRUCTION DETAILS z 20547 Q RwF,:B PUBUC WOFNJ BATCH BASIN WIDE OEPANMEM G/1 9/28/2018 :IS A' i PER CITY COMMENTS RECEI4ED 07-14-21 99/14/2021 N0. REVISION VARIE4 AN 41N. wOM OF AExp AS REGARDED BY BI]E R I 1 , PROPOSEDMPRp,CYErvr (s[E wSVpr I v�I STANDARM dq[ARW ]-DPs) PLUS NI ALLOWANCE FOR ANY AIOMNG. 91LflMG. IF NEEDED. SHALL KKEl ME REQUIREMENTS R 1� ; WSppi STANOAFp 59EdLIWllD1 ]AB.3(1 1FEMI WOM AWCY, AFTER RAIXFILL RPM OF FxISRNG PAYCWNi s' cRusxFo SURFACING roP cWRs sEaic�ilwls�cwai�lEo�Tio STANDARD .ImaIED FFCC(M CSR, BANK RUN GPaKL FOR IRfX[X BAC%[ILL (9-03.18). GPAKL BLMPtlN 8-03.IQI)) PER Wm01 s1RHDAFO SPEPEICa11cN5 CAN NAIVE WIWAL R MPPOKD IN XF lIH6 RY EXgNEEF BARD W RD2LX REPORT. CMPAC2D i0 0s uagnm vflperoRARM IBM 5%5 PASSNG NOTES BULIMA LL WNEX E%15RNG PA9CYCNl M a LANE flEDYIPMC A EU1 WOM REPLACEMENT 15 9idtfH OR EERMORA1Ep N A PAVEMENT CONDITION IbpE%RARNG R 70 GR LESS. ME EXISTING PAMIfHI IN THAT LANE. AND ipt THAT q51 WGE 50 LLA54FIED, SMALL R REYOIEO AND PERA wM HILLYAicXING THE LE9M USED IN DUE EXISTING5MF£1 OF ME RPM PER CITYS(NYOAM1U, WHICHEVER Is GREATER. 3 TM1NCflPL/ YMpt/CDII£[ipR, apiE04. 6 IXWSiPUL ACCESS sffiEF3 - NAIIPIPL AND iNICXN[55 sXAll RE IIUA S. I' PG 64-29 4V0 MATCH [x15RNG MiCNH[55 AND IN W dY Lf55 Max s'. L ALK55 sRKf X - ¢ f' Po 6418. RE MCIMESS SxALL Be Mal OF ME ELSRryG a�vi4ivr d;cnW AMID IN o cnsi LEss Mw n. 3 WHEN ME ''N WCYI AFTER B%(LL' FNCRD ACPCIES INTO PH IDJA[ENi LANE. CURB a DUTIES D9 F a(iECIED LM'E SHALL R PLC AMR � OKRLAID *DO x4P wDM, THE GIPS k DUMP p LXM SEE REMOVED AEG PEFLALED, Wm[P SMALL BE PLANED DR FEYOVE➢ AND ♦. IFREACHUNDERMMES EXISTED SIB[W1LR ANp/W CWBS, MEN ME 40EWAL% MID/OR CURBRF SXPLL WER CFD (RCM ExPPHi'DN A%Ni TO ExPnNLOX Jdxl. 5. P 1pmCNING MPWGM EXISTED ORrvEwav DR SiDEWW( RAMP. ME gM1KWFv WE 9DEWPLx PPNP SMALL BE RFPL.cEo TO uELT POA slaxpaaps. TTPFewI wxeFTuelxlu PAVEMENT OR PATUF M. NaR - Out PUDYC NORKS c r D6PARRdENf PILIFIIIE I R/OI! PAV[MIMT WRM OVIRLAT NauEwOpks CATCH BASIN INSTALIgTION OFPRRTMENT • Knowwhat'sbe,ow. R-418108 Call before yo. dig. COF SAY WE WH A GAZ 9aerz01e I 0:45 .' "MR ,•=20' P�X:a;I..I O CITY OF SRS � RENTON SRS 09/14/21 CJA TNF SRS 07/22/21 CJA «m �� DATUM Planning/Building/Public Works Dept. BY GATE APPR CJA a". FcconDNOL. w QNO NET _ IN COMPLIANCE WITH CITY OF RENTON STANDARDS ti DEVELOPMENT ENGINEERING Q J Scott Warlick 9/27/2021 � ti SURFACE WATER UTILITY � krevans 09/27/2021 �09/14/2021 � MANGAT SHORT PLAT"'N n � CONSTRUCTION DETAILS z 20547 Q RwF,:B w QNO NET _ IN COMPLIANCE WITH CITY OF RENTON STANDARDS ti DEVELOPMENT ENGINEERING Q J Scott Warlick 9/27/2021 � ti SURFACE WATER UTILITY � krevans 09/27/2021 �09/14/2021 � MANGAT SHORT PLAT"'N n � CONSTRUCTION DETAILS z 20547 Q RwF,:B v O I w I— QD z Q MNW E,WG,, 10, 6EEN5EBDWL.EM BA G R]A 78 Y YemJ ..O G A NNIED. KNOW,,lD IA Mona: 'PERTURBATION ALL NAT NEXAM TRADITION' I' PER) CAP SCREW By MAPS BANTU CA OT��D PUBUCWORKS RECTANGULAR VANED GRATE DEPARTMENT ROCK ET KET OB O o URBAN LETTERS '%KR' sEET (2) PONE SCOW (ALLEN HEAD) ■ 5/PN - i, IG 6]YPI£55 SST AOWN 3116T SEE NOTE J / ,0 BCE ,C, I 1 I T /BCE BOLT CATTLE MR(1/9) BEND T B' B. o� P1� O IT - AT CAST IRON RING AND COVER IF dy L 46' (1/5) am Not 5n STUB, SANG OR EXPANDABLE FOAM PIPE MATERIAL S SPEGIEO OFF ENGINEERS BY OWN Vfl1 MAINS Ne AS" (PRODUCTNo) ToMOSO OLOPP A EWMCLEW OUTT WALLBE A WATER �S TASSEMBLY 2 WALLAME (BURUI CLASS NEW PAD AROUND TTHE3RINO AND COVER 3 INSTALL ASPHALT C0.LAR PER STANDARD MN UN PUBLIC WORKS R"OR 6"CLEANOUT DEPARTMENT FOR SANITARY SEWER MAIN Encompass, ENGINEERING R SURVEYING Western RhDLET&ROUT ONiskN ���M4 165 NE/uLPIM Stiva, Suite 101 AAMRA WA 98027-PAOne:(425)392-0150 EMhn1 washingtM DNSbN 407 SWORzhr OWE • Cie ON, WA Y8922 • Phave. (509) 614-1433 1 S:45 AS ]t:' A PORTION OF THE SE 1/4 OF THE NW 1/4 OF SEC. 05, T. 23 NNE R. 05 E., W.M. KING COUNTY, STATE OF WASHINGTON WAThIIPWIGEMI4.ND]ES StlMW NNI p].31p i AuwMAXDIMRMPLi AND ONE IIA LPMWOPNCENDWSDCTjEUTESFEO111 M SOrvIFRENS UVMV MMM AMMOMWR E TY] AND PRONSNAPPRMEDPUM PNLBEU PPTfl EJOBSnW ENNERORVJN 0.1 AMdROGRESS APR OFREMON.ASETOFERENCE RWEOPIAIM 0NP1LOEE En MCFCOMWNEON.MONS]RIICIICH A IN PROGRESS ERSE{ILLBER RIONCONFOREMWRINLL BE NEC PRIOR iO MESTARFOF CONSTRUCTON.MECWlIPM1Cp ANOOROEVFIOPEPSWLLBE PESPONMBIEfOR SECURING MLHECELLAYATMIISPMOP TO CONSTRUCTION. 2"UIMNGUMMESSMALLREMMNINURNLEDUMMCAYSFRURIONUNI MMWISEFOIGI.N CONIMLTORS CALL YPIDIxVi TO VERIFY UTILITY LOCATIONS BEENE BEGINNING F VA] .. 3. PLL MAnMU USED FOR ME CIXISI MON M WATER SYSRM IMPROVEMd SHALL BE NEW MID IMOPM M, AND KTMCG CU MR ALL MARRAM SHALL. BE APPROVED IN WRMNG BY ME OIY OF R NERROR TV MINIMUM AM FMRRMLSON.NE. ♦ ALL WATER MAN PIN MATFAWLS SMALL BE CEMENT UNED DUCTILE IRON NPR TOEING CWS ED PG AWMA C SEE NAM UP, PIPE IOINRSMAU BE PUSH ON OR MECHANICAL MUST. G MIN OR OUCOIE MAN PIK HEELING$MPLL RE CAN DOE A5 NR ANSVAW WA CIWQI.11M2 ALL RUDER IRON PIPE AMID WORKS SHALL BE WRRPPED WNN SMRBIMY TURNER, MLYETMYLENE PL C PER AWWA C105 SANDMOS. S. MINIMUM CENTER PROM TOP OF WATER MPMS TO FINISHED G MADE SHALL RE 35 INCH ES FM PIPE MAN MR OF INNCH OR TES ANDY INCHES FOR PIPE DIAMETER OF L}IXCH AND( M MPPIMUM COVER FMALLWATER MAWSMALLBEWINCHES AM OWACONS MUST BE AFlP P0YTME CT/ OF RENTON PRIOR TO CONSTRUCTION. WMEREUIIVIYCO UMD=k ME PROFILE OF THE WATER MEN SMALL BE AWUS]ED AS NECESSAM 70 CLEAR CONFUCRANDTO PROVIDE MINIMUM COVER PIPE DELECTION SHALL MOT E%M WE-MMF OF PM£ MANUFACNRERSWMFR MM FM NO OF PIPE USED, MLTRENCN BAC.RFILL SMPLL BE COMPACTED100 KNOW MAXIMUM DRY OENSM AS DETFRMINM MINE MODIFIED PRIX. ORTER MEMOO(MM)IMROAOWMRWADWPYMWLDERR DWAYPRMMPMDDMMAY MDEPERCEMMMINUNPAI AREAB.ALLPIPExONECOMPAaMNVH BESMW.. 6.CMICRMBWMINGFMWARRMMMSNPLLMOUSNED,INUALLEDMDPOVREOIXPYCEIXµWRO WRMCMM RENTON S MWO DETAILS AND SPEOFI 7IONS AND SHALL BE INSAUED AT ALLVEnI LPNO HORMWM MM. FN ANDBISEOFHYOA .MEG WSI ORLMI4RPROWMWYOERMUIREDMALLMEMANMNl01NRINA MMM CONCRETE BLOOMING. 7. ALL NEW WATER MAIN PIPES AND F NGS SHALL HAVE PFOAM PIE PIG ISBN MP GH THEM PRIDE TO BEIM NOSHED, AND TESTED. CTEPNING, PRESSURE AND NRM TESNN65HALL BE GONE INME NES OF AND BRUME F SUPERVISION OF A CXY OF KNOW UTLXY INSPECTOR. ME COMPPCTOR SHMLSUPPLY lEAUM NMM PLLGS COMOMIMIHSTFIP4. BLOWLEf ASEMBUES.AHOMRU5TRE5TMIM/BLOLRING PoRIESTHGIJIOPWIIYA[LFITPH3I NO MNWL D R MAN BETWEEN THE NEW MAIN OR BETWEEN ME NEW WET-TAPVALVE MAN UMNG MMN UNTIL ME NEW PIPING HAS BEER FMMSIGGN. OISINFEC , FLUSHED, AND PASSED BEM PM ME AND PMMRSnNG. S. NEW WATER WIM INCLUDING SERVILE UUMLS SIULL BE TESTED AT P STATIC PRESSURE OF NO PS A0OVE WMPWG PRESSURE WON A MINIMUM M SOS PER RSI PRESSURE MR 220 MINUTES WITH A MNIMUM M 5 PSI PPESUE MOP DIMING THE EMIN TES PERIM. UPON SATSACIORY COMPLETION M M E PRESSURE REST, ME LINE SHALL N D W NFECID, FLUSHED, AND MEN WATER SAMPLES SHRLLM TPRM FOR PURITY RESTING BE ME PUBIK WINE INBEECTOR 9.THE CONIRMTOR SHALL Ni ME LNY OF ENIOX WATER SECUYAND MAINRNP MPMIMENS AT VAST IO WORKING DAYS PRIOR TOMMING CONNECTIONS TO M E SITTING WATER RMM. ME COON R SMALL EMPI,E ME DIV NG WATER MAIN AND F"NGS AT ME LONNELMN MUST BEFORE ORDERING ME NECESSARY AM➢IOE ANO MANGE REOUNM MR ME FINAL LOMNE N. ME COON R SMYI EXCAVATE, REMOVE ALL SURFACE MATFRW$AND PR DE SMRING PRO ALL MARRWS REMIIREO FM ME CM OF RENTON TO PRE, ME CONNECTION TO ME U"NG WATER SMEM. ME OOMMROR SHML PMVROE AND INSTALL BOUFIMC M BLOCKING. AND CWPM SURFACE PESTOMTOX. . ITEMS WORKS 3fD. FLRM - =10 DEPARTMENT WATIA PLAN OBJLTAI NOTES MUMCM 5010 ha®T 6xMnP IO 'NYBM6B, M�F30AB%1C,BRM W W rPA NY, M>nERMAN �IS% --M— NNE M./ � r uEEMWAAALAAS .ro5a .°.MT[ wn Mf N[FO saF REoNa xM: sAu THE SM [ MMRO MESINDMEXTENDED a NT � W THE AND �MET ' A' SUMA¢ o T Wm CAST M xx �W FM1 YGRS mg 'NOR RMN PM To M r AN �NN A M.uTwETE PMKID AN AUSBURED 5XIENC SANITARY `NNSW_, NAM SAO 9 REW\INMa 5„ RauaR ICDBR.VIRPPODIDIPEBFOR®E A VOWED ANY WON - CUT IN A NEW PAO PAN UPON C PVCc MR M u T w'MTFUT A, PW ,BSWul USSR FEW CBS WOK, mm [wv.m¢ A c[ Now MAN (MANOR A PxlwAc swq[ COAST). o. Ni MEW Nux wm A FORM um[ (w w au) [ Erxo Nxx ONNESSAM to MI NAM MAT RAW KIM sn - wm (CARTERCAED MAN. RACE BUT 4M MP RCOS GA AJ A NEW SAW'PUPCLARENCE Ns,w SHALL We �-MIUED AND USE WOR-N-SUCAL RMTS CA �D USUAL I MAN TO NXTXCLNKE1 OF A SANITARY xnTG RF ALL. A SOL SALT STAR PMIT MUST BOB e A5W FROM AN ONLY [x RENTON � �S DEPARTMENT THAN AN LOWEST NEW% UNIATION. � IS DOOR * MAR MENSCAPOR CAP WE &I M� $CBS. CALL 21 STATE .4 ADVANCE THE l�CnM PHONE FOAM IS N TW WE * To SOL PERM SPUR SHALL MAP MAE MOING * ACUMMANCE AN SCATTER P AN ADS ® PURuc WORE SIDE SEWER TION DEPARTMENTINSTALLATION Martin PattuCILY26/201 (SEWER MAIN TO PROPERTY LINE) MR 1 1 PER CITY COMMENTS RECE14E0 07-14-21 o9/14/2021 NON. REVISION 1 12: AN DIAMOND PLACEINCFAR TWCHIE.D Pit BOAR ((SEE DE°:. °CAµ.,=r CREAS CAP 31rHX 'I LMwT°c x�gA,M EA MIN WORKS CN AND NOTEPETER BONDS INTRALULD BONN : BOON 9D66CAST MEW M . T YO OOXM MMM�Y M ELS ADULTSOF PA� MUSTE IRSTALIDM A —A DAN SEIl PLAT FDA MR(WTWAM READ) TGuclxEw ceRIN F- 4M/BBOOST XCE BE AT NOT PUP rRGI NOTE DUE CLANTENT OF THE NNE MUST BE AT UEAV I- MAPS NUT TO MS AUNLESS TIC THE MEN SIDE Of MORE TIMWE Or PUBLIC STORES 34"AND 1' WATER SERVICE FAD. ' 980A A F DEPARTMENT' noveuaeR zoos �1 i1lelt6t1l� RL6L s :M; rw i7 M !�L'ii1 s,"LLLLLAWr;ur:s€rser:ra':e=5 T MM YPJ XTDA ESO TO REDUCE I90 GALYANDEN MILL a pyqp�qYs a�zpVV eem rarMq SlP6 m'L LIa `T"S - E INCH L-TdR GABPMxM RNE M4� Re TWE N.. Be YWAMyM a,$` ➢Em AS NEW F W Efr. �-. Nn kN R N.A ApA 9 "NHS N_Dy F3W'L'MIR, MEN TAB,._ C - NW(, Iti / BE T6S5 PQ6PPa9ML- n a�'6'4u-.f-Rd€H93€j 1EniRP.NE 3P1 onmWm PHIL S 8 c z'3AWaFuEBVAW',5Y1.±&kl�li [ eA?OgiI9SBH Rly$y3,Ltl@; "=S a 2EfAMR®WmRYAN s. Y=34 ��YS AN 5 DSfi E+T�k K I EA UPUHIAC IVONIi� "eN IN 1' INDIVIDUAL PRESSURE REDU@� 3fD.P GI JN VA T91:V1' VALVE ASSEMBLY alal:cu z0m • o Knowwhat'sbe,ow. R-418109 P Call before you dig. NMR 1.=20, RIZ�I NTlaIMI DATUM O CITY OF RENTON Planning/Building/Public Works Dept. SRS SRS 09/14/21 CJA TNF WE SRS OJ/22/21 CJA Cm � OF NOT WE WITH Y'EE MCCOfl°"PLY BY GATE APPR CA ON ti w IN COMPLIANCE WITH CITY OF RENTON STANDARDS P, DEVELOPMENT ENGINEERING M Q Scott Warlick 9/27/2021 � WASTEWATER UTILITY 021 SURFACE WATER UTILITY O Ann Fowler 09/28/2O krevans 09/27/2021 z � RA 09/14/2021 F— MANGAT SHORT PLAT CONSTRUCTION DETAILS z 20547 Q XRET:9 E: .9