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HomeMy WebLinkAboutzR-3729 SetW a Z U W O [C a c N ir J LEGAL DESCRIPTION PARCEL A LOT 7. BDCX 1. NETS FARMS NO. 5, AOCORDING TO THE RAT THEREOF, RECORDED IN VOLUME M OF RAT& PACE V. N KIMC C . WASWOHOL PARCEL 8: LOT & BLOCR 1, NETS FARMS ND. 5, ACCORDING M THE RAT THEREOF. IELRIDEFD IN VOLUME 40 OF RATS PACE 27, N RUC 000M. W64I NGTOL PRCEL C LOT 9. O 1, NOBS FIVES NO, 5. ACCORDING M THE RAT THEREOF. RECORDED N SOLVE M OF FLATS. PACE D. N RUC CCUTY, WSHING A OEM THAT PORION OESCRIM AS FOLLOWS- 9EGINRC D THE NWDE49 CORNER OF SND LOT 9; THEWS SWN 88.1617 WEST, AOC THE NORREILY LINE OF SAID Lm, A DISTANCE OF 135.17 FELT TO THE THE POLAR OF FECINC, THENCE NNTNNING SOUTH 88.1637 WEST, ALONG SID NORTHERLY LDE W SID LOT. A NISEI CE OF aDIDD FEET TIERCE SOUR 1.4321' EAST. A DISTANCE OF 95 FEET. TIERCE NORTH WIVW EAST, A DISTANCE OF moo FEET. THENCE MONTH 1.4321* WEST, A DISTANCE OF 95 FEET TO THE THE POINT OF BEGINNING PARCEL R TIWT PORTION OF LOT 9. BLOCK 1. AIERS FARMS NO. 5, AGCCRONG TO THE PLAT THEREOF RAIDED N VOLUME 40 OF PUTS. PAGE 27. N RUC CUM, WORCI N. DESOffiFD AS FOICWS aclNls AT THE NDRDEAST CONER OF SAID LOT 9, THENCE SOUTH 88.1637 WSW. KONG THE NORTHERLY LINE OF SAID LOT, A DSTNEI OF 135.17 FEET M THE TRITE FONT OF BEGINNING: THENCE CONTINUING SOUTH 88'1637 WEST. ALONG SAD NORTHERLY IRE OF SAD LOT. A C6TNNCE 6 8000 FEET THENCE SOUTH 1.4311' FAST, A OSANCE OF 95 FEET. THENCE NORTH 88'1637 FAST. A DISTANCE OF 80.00 FEET: THENCE NORTH 1.4321' WET. A DISTANCE OF 95 FEET TO THE TCE PONT OF SECROW. SURVEY INSTRUMENTATION SURVEYING PERFORM IN CONEUNCIION WITH THIS RAT UTILIZED THE FOLLOWING EOUPAENT NO PROCEDURES: 10• TOTAL STATION MAINTAIN TO WMIFACRIRER'S SPECIFICATIONS AS REQUIRED BY WAC- 332 - 130 -100. PROCEDURE USED: FIEND TRAVERSE WITH ACCURACY MEETING OR EXCEEDING THE REQIREMENTS OF WAC- 332 - 130 -090. BASIS OF BEARINGS NAM WASHINGTON COORDINATE SYSTEM, NORTH ZONE AS REFERENCED TO CRY OF RENTON CONTROL MONLUDIT NOS 1810 AND 1863 VERTICAL DATUM Now 88 AS REFQENCED TO CITY OF RENTON VERTICAL CONTROL MONUMENT NOS. 1640 AND 1863 EXCEPTIONS FROM TITLE REPORT 1-8) NOT REPORTED HEREIN 9) SUBJECT TO ANY AND ALL OFFERS OF DECIMATION, CONDITIONS, RMTWRONS. EASEMENTS, FENCE UNE/BONDORY DISCREPANCIES. NOTES. AD /OR PROVISIONS DISCLOSED BY SHORT RAT OR PUT NOR'S FARMS NO. 5, RECORDED IN VOLUME 40 OF PUTS, PAGE 27. NO PLOREABE EASEMENTS OR RESTRICTIONS NOTED HERON. 10) SUBJECT TO AN EASEMENT FOR ELECTRIC TRANSMISSION AD /OR DISTRIBUTION SYSTEM, AND THE TERMS AND CQDRIONS THEREOF GRATED TO PUGIET SOUR ENERGY. INC. AS CONTAIN IN INSTRUMENT RECORDED UNDER RECORDING NO. 5485481. THE LOCATION OF SAID EASEMEW IS DEPICTED HEREON. 11) SUBJECT TO AN EASEMENT FOR PRIVATE ROADNAY AND THE TOM AND CONDITIONS THEREOF GRANTED TO OWNERS CA PARCELS 8 AND C, AS CONTAIN IN TSTRIAENNT RECORDED UNDER RECORDING NO. 5816385. THE LOCATION OF SAID EASEMENT IS OEPICEED HEREON. 12) SUBJECT TO AN EASEMENT FOR PUBLIC UTILITIES AND THE TERMS AND CONDITONS THEREOF GRANTED TO THE CITY OF RENTON, AS CONTAIN IN INSTRUMENT RECORDED UNDER RECORDING NO. 7703010785. THE LOCATION OF SAID FASE11M IS DEPICTED HEREON. 13) SUBJECT TO AN EASEMENT FOR PUBLIC UTILITIES AND THE TERMS AND CONDITIONS THEREOF GRANTED TO THE CITY OF RENTON, AS CONTAIN N INSTRUMENT RECORDED UNDER RECORDING NO. 7703010786. THE LOCATION OF SAID EASEMENT IS DEPICTED HEREON. DEVELOPMENT STANDARDS (R -8) MIX DDSEY: a DU/NIET AG MN TDT SIZE: 4500 SF AVQLGE MN. LOT WIDTH: 5O INTERIOR MD' CORNER LD75 MIN. CDT DEPTH: 65' B I DNG SEIBACM - FRO T. 15' SIDE: 5• 570E SHEET 15' REAR: 20' MAX BLDG HEIGHT 30' MAX EIDG CDMt LOIS GREATER THAN! 5.000 SR 35X OR 2.500 SF LOTS 5,000 SF OR LESS: � Ls GRFAIER) MAX EP. cmim SI (REDUCED FROM 7m TO HEFT LOT BHP mmuv MO85) DESIGN SQNIAIDS OF RISC 4-2 -115 APPLY SITE DATA RAT NWT: RDSA MEADOWS CRY FILE N UI BM SITE ATOSIM 2724 BOOM ROAD S PARCEL NUMBERS: 0097OD -0070. -0635. -0000, 0081 SEE WA. 180.582 S.F. (4.15 AC.) SITE 0611BBMECE NSA: 178AM SF. (4.11 AG) ZONG R-0 (TSEMETML SIME-FAMILY) DOSING USE SINGLE FALLY RFSDFIOML AD VAGVNT EXISTING SRILICTUIRES ALL BUSING HOUSES TO BE REMOVED PROPOSED USE 21-LOT SINGLE FATLY RESIDDDML SIBONSDN UTILITY PROVIDERS PROPERTY OWNERS PARCELS 008700 -OD70. 0075. 0080 JAMES AND PAEIA ROSA 32130 151H AVE SE AABuRK VIA 90092 PARCEL 08700- 0081, 0070, 0080 DAWD AND CATHY IDSA 17407 181ST AVE SE RENTON Wk 98058 DEVELOPER 846 108TH AVE FIE, 1200 BLLEVUE WA 98004 (425) 455 -9280 CONTACT.. ROB RISBNGIR Fetbrel Way, WA 9800E fp� _ Auomwo� Rai u- Ao www.AE&mcivil.com ESM JOB #1670- 004 -013 LaRosa ROAD, STORM &SEWER CONSTRUCTION PLANS prepared for CONNER HOMES 846 108TH AVE NE, SUITE 200 BELLEVUE, WA 98004 PLANNER/ENGINEER /SURVEYOR ESM CONSULTING EN(8EII5, LLC 33400 8TH AVE SOUTH. /2115 FEDERAL WAY, WA 98003 (253) 838 -•6113 CONTACT BONNE OSIFIELD, PE CNxi19=101:1=1z MINA =1:l EARTH SOLUTIONS NW, LUC 1805 136TH PLACE NE, j201 BELLEVIIE. WA 98005 (425) 2154-3300 CONTACT WFUE CAMPBELL 2 1 MYLAR SUBMITTAL NO. prepared by 33400 8TH AVE S, SUITE 205 FEDERAL WAY, WASHINGTON 98003 Phone: (253) 838 -6113 ESM JOB NO. 1670- 004 -013 REVISION I BY I DATE I APPR I - S 27TH ST E VICINITY MAP NOTTOSCALE HEARING EXAMINER'S DECISIONS PROPOSAL 2, ALL •- ,•AOEA STREET NAMES SHALL BE APPROVED BY THE CrTY 3. ALL LOT MR49ZS AT INTERSECTIONS OF DEDICATED PUBLIC RIGHTS-OF-WAY, EXCEPT ALLEYS, SHU HAVE IMPAILM RADIUS OF FIFTEEN FEET SIDE SEWER LINES S14U BE INSTALLED MIT FEET INTO EACH Lgr a• IMNS ARE AMARAELF OR PROVIDED WITH TIE SUBDASION DEVELOPMENT 7. 1HE APPLICANT SNAIL INSTALL ALL STEED WME SIGNS NECESSARY IN THE SUBDIVISION PRIOR TO FINAL PUT APPROVAL I THE APPLICANT SKILL OBTAIN A DRCUTIION POW AND ALL REQUIRED INSPECTIONS FOR THE REMOVAL OF THE EXISTING SINGE FAMILY RESIDENCES PRIOR TO FINAL PLAT RECORDING. 9. THE APPLICANT SHALL B REQUIRED TO SUBMIT A TENSED LANDSCAPE PLAN, DEPICTING A 10 -FOOT WERE ON-SITE LANDSCAPE STRIP FOR ALL LOTS. THE FINAL DETAILED LADSIPE SHALL BE SHEARED TO AD APPROVED BY THE C-FMff PUNNN; PROJECT MANAGER PRIOR TO FINAL RAT RECORDING. 10. TIE APPLICANT SNAIL COMPLY WITH THE C1IYS TREE RETENTION REQUIREMENTS, AS APPLIED IN EY 11. SHEET NO. 1 2 3 4 5 6 7 6 9 10 11 - 16 17 18 - 19 20 21 22 -26 27 - 29 30 - 33 SHEET INDEX DRAWING NO. DESCRIPTION COV -01 LG -01 EX -01 RW -01 CH -01 GR -01 GR -02 GR -03 UT -01 KEY -SD RD -01 - RD -06 PN -01 PN -02 - PN -03 DT -01 KEY -SS SS -01 - SS -05 LA -01 - LA -03 ILI -IL4 COVER SHEET LEGEND EXISTING CONDITIONS HORIZONTAL CONTROL CHANNELIZATION PLAN GRADING & T.E.S.C. PLAN GRADING & T.E.S.C. DETAILS & NOTES GRADING & T.E.S.C. DETAILS & NOTES COMPOSITE UTILITY PLAN STORM DRAIN KEY MAP ROAD AND STORM PLAN AND PROFILES POND A PLAN, CROSS SECTIONS & DETAILS POND A PLAN, CROSS SECTIONS & DETAILS ROAD CROSS SECTION & DETAILS SANITARY SEWER KEY MAP SANITARY SEWER PLAN AND PROFILES LANDSCAPE PLANS ILLUMINATION PLANS CHECKED FOR CC /O /MPUANCE TO CITY STANDARDS R=372901 ware: NAw +am CITY OF RENTON °�� DATUM a wu. sear: Planning /Building /Public Works Dept. u xm ors mw scut AccamwPLr CA' LaRosa ROAD, STORM AND SEWER PLANS COVER SHEET f2"3?'agoA {y AIL/ C' m C, o oN -a � w N z U w 0 0 o_ M� LL J LEGEND +Bl WETLAND FLAG FeE l Way. WA 98003 EXISTING PROPOSED ROADWAY BIKE RACK - ROADWAY CENTERLINE GATE VALVE (' PROPERTY / LOT LINE 0- POWER POLE W /DROP LINE & TRANSFORMER RIGHT -OF -WAY C: FIRE PIT BOUNDARY LINE POWER POLE W /LIGHT BUTTERFLY VALVE EASEMENT LINE - — — — — - - — — — — - BUILDING SETBACK LINE - - - -- ------ - - - - -_ -_ ._.___.. _.. ROLLED CURB AND GUTTER O POWER POLE VERTICAL CURB AND GUTTER % MAILBOX CONTOUR (MINOR) POWER POLE W/TRANSFORMER -- CONTOUR (MAJOR) - -- 320 - -- -- FOOTING DRAIN FLOWPATH BUILDING -Cap- SPOT ELEVATION x - POWER VAULT /MANHOLE TOP/TOE OF SLOPE J ------ _1--- ---- I-------- -------- A-- CONCRETE SIDEWALK— >::: >::: >: 0 CONCRETE BLOCK WALL SEPTIC DISTRIBUTION BOX ❑ ROCKERY BVC 00 BARRICADE T TRAFFIC PEDESTRIAN POLE BOLLARDS sv0 SEPTIC VENT MAILBOX L IN CASE DOWNSPOUTS 0 O STORM DRAINAGE CATCH BASIN TYPE 1 W /GRATE W CI CATCH BASIN TYPE 1 W /SOLID LID I B FOUND MONUMENT IN CATCH BASIN TYPE 2 W /GRATE STRAIGHT /RIGHT TURN ARROW STORM DRAIN STUB MARKER POST CATCH BASIN TYPE 2 W /SOLID LID OO CLEAR STORM DRAIN MANHOLE Oa OO CUTOFF SWALE BEEHIVE MANHOLE (AS DEFINED) E3 YARD DRAIN (ROUND LID) 0 TELEPHONE GUY ANCHOR YARD DRAIN o CABLE TV MARKER POST STORM DRAIN CLEAN -OUT o 'co DEFINED) STORM DRAIN PIPE D C ROOF DRAIN Z D, SD SERVICE 6" CPEP WITH v TELEPHONE MANHOLE LEFT TURN ARROW _. LUMINAIRE W /ARM INVERT 0 END OF PIPE TELEPHONE STUB MARKER POST POINT OF TANGENCY SANITARY SANITARY SEWER MANHOLE 0 O 0 SANITARY SEWER CLEANOUT O ps 0 SANITARY SEWER GRAVITY S SANITARY SEWER FORCE MAIN SANITARY SEWER CAP [ SANITARY SEWER PIPE — — — SANITARY SEWER FORCE MAIN 6" DIA DOUBLE SANITARY SIDE SEWER 6" DIA SINGLE SANITARY SIDE SEWER EXISTING FEATURES FIRE HYDRANT (3 PORT) +Bl WETLAND FLAG FeE l Way. WA 98003 POWER POLE W /DROP LINE & LIGHT _ I6PM • it BIKE RACK - POWER POLE W /DROP LINE, LIGHT & TRANSFORMER GATE VALVE (' DEBRIS PILE 0- POWER POLE W /DROP LINE & TRANSFORMER STREAM WITH BUFFER C: FIRE PIT O POWER POLE W /LIGHT BUTTERFLY VALVE - BOLLARD POWER POLE W /LIGHT & TRANSFORMER ASPHALT MAX HORSE SHOE PIT O POWER POLE CONCRETE BLOCKING % MAILBOX Q POWER POLE W/TRANSFORMER BF h' MILE POST MARKER El PAD MOUNTED TRANSFORMER BUILDING -Cap- SOIL LOG CF] POWER VAULT /MANHOLE MISC MISCELLANEOUS SIGN x SIGNAL CONTROL BOX � -� SEPTIC DISTRIBUTION BOX ❑ SIGNAL JUNCTION BOX BVC BEGIN VERTICAL CURVE SANITARY SEINER STUB MARKER POST T TRAFFIC PEDESTRIAN POLE S sv0 SEPTIC VENT Ci-- TRAFFIC SIGNAL POLE IN CASE t -< STORM PIPE INLET /OUTLET O�- TRAFFIC SIGNAL POLE W /LIGHT ORDINARY HIGH WATER CI X — FILTER FABRIC FENCE B FOUND MONUMENT IN CASE STRAIGHT /RIGHT TURN ARROW STORM DRAIN STUB MARKER POST O FIBER OPTIC MANHOLE CLEAR m ROOF DRAIN CUTOFF SWALE FIBER OPTIC STUB MARKER POST (AS DEFINED) E3 CATCH BASIN Tt- TELEPHONE GUY ANCHOR • v CABLE TV MARKER POST T-1 TELEPHONE ANCHOR POLE DEFINED) O CABLE TV RISER C TELEPHONE JUNCTION BOX (UG) Z D, SATELLITE DISH v TELEPHONE MANHOLE LEFT TURN ARROW 41 LUMINAIRE W /ARM G TELEPHONE STUB MARKER POST POINT OF TANGENCY i} LUMINAIRE -0 TELEPHONE POLE CL ._ LANDSCAPE LIGHT ❑ TELEPHONE RISER CUBIC FEET - YARD LIGHT (UNDER 10' TALL) CFS FIRE DEPT CONNECTION RIGHT TURN ARROW A GAS STUB MARKER POST CROSS HOSE BIB i�` In GAS VALVE 'u IRRIGATION CONTROL VALVE STRAIGHT ARROW oc0 OIL FILLER CAP c� WATER MANHOLE DEPARTMENT OF TRANSPORTATION PF GUY ANCHOR (R) RADIAL BEARING < > WATER STUB MARKER POST HANDICAP PARKING P-T GUY POLE a.w� MONITORING WELL SCHEDULE D STRAW BALE Piv STORM DRAIN BIKE LANE ca POWER GRATE O POST INDICATOR VALVE EAST cu ELECTRICAL JUNCTION PULL/BOX L ARC LENGTH SPRINKLER HEAD TRAFFIC SIGN C ELECTRICAL STUB MARKER POST 6.7 WATER VAULT SQUARE ❑ ELECTRICAL METER: SS WATER WELL c T GAS STATION GUARD RAIL EXISTING —rrcr— —OIL- FDC OIL ❑ FENCE, BOARD FG FINISH GRADE P TELEPHONE POWER (BURIED) >< FENCE, BARB -WIRE THREADED — — P — — POWER (AERIAL) THROUGH FENCE, CHAIN -UNK O ro TOP OF WALL FIBER OPTICS * FENCE, ELECTRIC TYPICAL T FEET TELEPHONE (BURIED) <> FENCE HOG WIRE FORCE MAIN — — T — — TELEPHONE (AERIAL) GAUGE FENCE, SPLIT RAIL c GALV TV CABLE (BURIED) X FENCE, WIRE GI c — — TV CABLE (AERIAL) o FENCE WROUGHT IRON CREEK OR STREAM CENTERLINE RAILROAD TRACKS COMPLIANCE TO CITY STANDARDS FIRE HYDRANT (3 PORT) suin =s 1 v 1 w 1� 1 ID FeE l Way. WA 98003 AC _ I6PM • OOJ1 Www.esmcivil.com ADJ -Y'M1i GATE VALVE H lIT WETLAND WITH I BUFFER STREAM WITH BUFFER I Proj,a a9.mOnl wnacaw MWlec I ESM JOB #1670- 004 -013 POUNDS BUTTERFLY VALVE ANGLE POINT LF ASPH ASPHALT MAX MAXIMUM ASTM AMERICAN SOCIETY OF TESTING AND MATERIALS MFR CONCRETE BLOCKING % © v MANHOLE BF BLIND FLANGE MIN EXISTING PROPOSED BUILDING MJ MECHANICAL JOINT LE•S.C.P. SURVEY MISC MISCELLANEOUS BO BLOW OFF WATER CAP � n BOTTOM OF WALL NO NUMBER BVC BEGIN VERTICAL CURVE NIS NOT TO SCALE DOMESTIC / IRRIGATION METER S 0 ON CENTER CLEARING LIMITS ® PROPOSED MONUMENT IN CASE SIC STRAGHT /RIGHT TURN ARROW A A BLOWOFF ASSEMBLY ORDINARY HIGH WATER CI X — FILTER FABRIC FENCE B FOUND MONUMENT IN CASE STRAIGHT /RIGHT TURN ARROW 'I 4 AIR -VAC ASSEMBLY CLEAR f POINT OF VERTICAL INTERSECTION CUTOFF SWALE OoM PROPOSED MONUMENT (AS DEFINED) LEFT /RIGHT TURN ARROW M M REDUCER • v CONCRETE INTERCEPTOR DITCH %oM FOUND MONUMENT (AS DEFINED) STRAIGHT /LEFF /RIGHT TURN ARROW + PVMT PAVEMENT 7 Z PVT POINT OF VERTICAL TANGENCY CONTR CONTRACTOR LEFT TURN ARROW 41 CONT DETECTOR CHECK VALVE PT POINT OF TANGENCY - -o- - -o-- N.G.P.E. FENCE QTY QUANTITY CL CLASS RET RETAINING CF CUBIC FEET RR RAILROAD CFS CUBIC FEET PER SECOND RIGHT TURN ARROW A f CROSS { } i�` DI ROCK CHECK DAM A DELTA REINFORCED STRAIGHT ARROW 1 ? TEE DOT DEPARTMENT OF TRANSPORTATION R/W SEDIMENT FILTER (R) RADIAL BEARING < > DIMENSION HANDICAP PARKING % b 90' BEND SCH SCHEDULE D STRAW BALE (NR) NON- RADIAL BEARING STORM DRAIN BIKE LANE coo SF WATER PIPE E EAST GRAVEL CONE L ARC LENGTH ELEVATION TRAFFIC SIGN •�-- i+ ELEVATION SO SQUARE ELEC ELECTRICAL SS SANITARY SEWER INFORMATION SIGN T T STATION EXIST EXISTING ® RIP RAP PAD FDC FIRE DEPARTMENT CONNECTION STREET LIGHT TOP OF CURB FG Call 2WO" wDays Eldwe You CV uw. v„wy .w Localm CP W CONSTRUCTION ENTRANCE ABBREVIATIONS AVE suin =s 1 v 1 w 1� 1 ID FeE l Way. WA 98003 AC _ I6PM • OOJ1 Www.esmcivil.com ADJ -Y'M1i IN INCHES ALUM n9 9 W d ..n ll Wtlic I Proj,a a9.mOnl wnacaw MWlec I ESM JOB #1670- 004 -013 CONSTRUCTION ENTRANCE ABBREVIATIONS AVE AVENUE ID INSIDE DIAMETER AC ASBESTOS CEMENT PIPE IE INVERT ELEVATION ADJ ADJACENT IN INCHES ALUM ALUMINUM L LENGTH ANSI AMERICAN NATIONAL STANDARDS INSTITUTE LB POUNDS AP ANGLE POINT LF LINEAL FEET ASPH ASPHALT MAX MAXIMUM ASTM AMERICAN SOCIETY OF TESTING AND MATERIALS MFR MANUFACTURER ASSY ASSEMBLY MH MANHOLE BF BLIND FLANGE MIN MINIMUM BLDG BUILDING MJ MECHANICAL JOINT BLK BLOCK MISC MISCELLANEOUS BO BLOW OFF N NORTH BOW /BW BOTTOM OF WALL NO NUMBER BVC BEGIN VERTICAL CURVE NIS NOT TO SCALE BW BACK OF WALK OC ON CENTER CTR CENTER OD OUTSIDE DIAMETER CB CATCH BASIN OHW ORDINARY HIGH WATER CI CAST IRON PI POINT OF INTERSECTION CL /rL CENTERLINE PP POWER POLE CLR CLEAR I'm POINT OF VERTICAL INTERSECTION CMP CORRUGATED METAL PIPE PE POLYETHYLENE CO CLEANOUT PERF PERFORATED CONC CONCRETE PVC POLYVINYL CHLORIDE C CONDUIT PVMT PAVEMENT CONN CONNECTION PVT POINT OF VERTICAL TANGENCY CONTR CONTRACTOR PC POINT OF CURVATURE CONT CONTINUED PT POINT OF TANGENCY CY CUBIC YARDS QTY QUANTITY CL CLASS RET RETAINING CF CUBIC FEET RR RAILROAD CFS CUBIC FEET PER SECOND R RADIUS DC DEGREE OF CURVATURE RED REDUCER DI DUCTILE IRON REINF REINFORCED DIA /0 DIAMETER RED REQUIRED DOT DEPARTMENT OF TRANSPORTATION R/W RIGHT OF WAY DIM DIMENSION S SOUTH DWGS DRAWINGS SCH SCHEDULE D DRAIN SD STORM DRAIN EDP EDGE OF PAVEMENT SF SQUARE FEET E EAST SHIT SHEET ELEV ELEVATION SPECS SPECIFICATIONS EL ELEVATION SO SQUARE ELEC ELECTRICAL SS SANITARY SEWER EVC END VERTICAL CURVE STA STATION EXIST EXISTING STD STANDARD FDC FIRE DEPARTMENT CONNECTION TC TOP OF CURB FG FINISH GRADE TEL TELEPHONE FIG FIGURE THRD THREADED FIN FINISHED THRU THROUGH FL/FL FLOWUNE TOW/TW TOP OF WALL FL FLANGE TYP TYPICAL FT FEET VERT VERTICAL FM FORCE MAIN Wr WEST GA GAUGE W/ WITH GALV GALVANIZED W/0 WITHOUT GI GALVANIZED IRON WSS WATER SAMPLING STATION GV GATE VALVE CHECKED FOR COMPLIANCE TO CITY STANDARDS R-372902 0 FIRST SUBMITTAL ESM 2/11/14 s9xvnm: ` wnKa.. sea 1 SECOND SUBMITTAL ESM 04/15 /14 �, N15 02 CITY OF FL 2 MYLAR SUBMITTAL ESM /12/14 LI V O C n TO I� V I 9PAwre � I \ I °� DATUM AM i aE Planning /Building /Public Works Dept. NO. REVISION BY DATE APPR LaRosa LEGEND SHEET LG -01 Ly l � r c � 0N � 9 ' W �1.I 3 r � S cu z u 2923059102 RIM = 404.94 E 8" (N,E,S) = 398.21 12•'= 402.94 292059105 O'• 4 0087000006 0067000007 A PORTION OF THE NW 114 OF SECTION 29, TWP. 23 N., RGE. 5 E, KING COUNTY, WA REIN SP 70-B 3-10729,9002 2923059061 S 27TH STREET 1 DRIVEWAY IE 12' =42 0)100 I 1 �0 O7„ 7 HOUSE w7 � / 8� �t2'.t t" PARCELC 6 i b7' ( 13" 0087000080 14" �) t2l 7;'Y��11"�2`190 RIM = oLYj\j]PJC VIEW TERRACE IE 8•' (N) = 418.89 PLAT UTILIZED THE SANITARY SEWER MANHOLE 83_3700 419.29 9) SUBJECT TO ANY AND Al OFFERS OF DETICARON, CONDITIONS, 10" TOTAL STATION MAINTAINED TO MANUFACTURER'S / RESTRICTIONS. EASEMENTS. FENCE UNE /BOUNDARY DISCREPANCIES, 6387000090 6387000070 6387000060 6387000050 6387000040 6387000140 6387000130 6387000120 6387000110 6387000100 55MH 6387000080 (SE) = 420.08 / RIM = 446.86 (E) = 420.33 10) SUBJECT TO AN EASEMENT FOR ELECTRIC TRANSMISSION AND /OR E 6" (N) = 438.61 CLUSTER DISTRIBUTION SYSTEM. AND THE TOYS AND CONDIRONS THEREOF ROOF DRAIN IE 6" (S) = 438.06 ® INSTRUMENT RECORDED UNDER RECORDING NO. 5485481. THE IE 8" (W) = 437.64 LOCATION OF SAID EASEMENT IS DEPICTED HEREON. m GAS VALVE 11) SUBJECT TO AN EASEMENT FOR PRIVATE ROADWAY AND THE TERMS IE 8" (E) = 438.75 MAPLE AND CONDITIONS THEREOF GRANTED TO OWNERS OF PARCELS B AND C, ELECTRICAL METER AS CONTAINED IN INSTRUMENT RECORDED UNDER RECORDING NO. 6' BOARD FENCE o eN '30" R > N 88'16'20" E 634.41' SDCB 0- POWER POLE _ PARCEL D to 31 RIM = 451.17 v 1 a _ � N ' 7 7° \ „� EmEm 0067000081 - % E e" PVC (N) = 449.47 J- JLL7oP H�JC 1 rS IE 4" CPR E - 449 5 1 DRIVEWAY IE 12' =42 0)100 I 1 �0 O7„ 7 HOUSE w7 � / 8� �t2'.t t" PARCELC 6 i b7' ( 13" 0087000080 14" �) t2l 7;'Y��11"�2`190 RIM = 425.17 IE 8•' (N) = 418.89 PLAT UTILIZED THE SANITARY SEWER MANHOLE IE 8" (E) = 419.29 9) SUBJECT TO ANY AND Al OFFERS OF DETICARON, CONDITIONS, 10" TOTAL STATION MAINTAINED TO MANUFACTURER'S / RESTRICTIONS. EASEMENTS. FENCE UNE /BOUNDARY DISCREPANCIES, RIM 55MH = 426.98 EXISTING IE 8" (W) = 420.03 DRIVEWAY IE 6" (SE) = 420.08 / IE 8' (E) = 420.33 0087000005 0087000009 IE 4' PVC (S) = 449.52 391 I i C TBI / 3378100060 3378100050 50' PRIVATE ROADWAY SSLIH I/ EASEMENT �A RIM = 453.41 �ED ' / RECORDING NO. �n L-..IE 6' (N) = 445.41 / 5816385 l IE 8' (S) = 445.41 c�V _ - - -- _ _ 1 -/ --- - - - - -- IF 8" (W) = 445.34 Pm= �Z_ \.l -�P = ' -P - =- N 88'16'20" E561.15' sc= _ _� - -- �/ J __ _ A GAVEL`��� '� A ) -- -i -- I- - - - - - -- N P -_ ® _ TIS ! ��- \ z 20' POWER EASEMENT'` . f`J O PARCEL B 5' UTILITY EASEMENT U RECORDING NO. e- REGORgNG N0. 1 Nc r 0087000075 no3oto7as, s4a�a1 ti- Y ' 7703010786 O -�i ll��.r,� DN / a 3378100110 �Ai HOUSE 3• I A R 1,,,. ,�-_ -' 2 B N 88'16'20 "� E 449.12- ti , �* - ,6D� --- - `- - EXISTING y - DRIVEWAY IE 12 "= 432.7a ` �` .46.5 �10� IE 12= 433.15 `� •33' �"8� SOLOS J RIM = 435.08 PARCEL A I [E 425.85 XCLLA 4-10E3403- EX IE "1;43537 C \011 1 �• 0087000070 DRIVEWAY .: 33' E 12'= 437.31 7� 0087000021 \ \.. 22" \ 6' BOARD FENCE ° Eric N 5611520 337.1 ' E 0087000029 eOgR° � � � °° ,�� a'.CHAIN uNK \` Ffy � \ - � s• � 337.10' 0087000019 cF \ °y4w�ti l IR JNTON LUA -00 162L I_A 0087000067 0087000020 EXCEPTIONS FROM TITLE REPORT SURVEY INSTRUMENTATION 1 -8) NOT REPORTED HERON SURVEYING PERFORMED IN CONJUNCTION WITH THIS PLAT UTILIZED THE SANITARY SEWER MANHOLE FOLLOWING EQUIPMENT AND PROCEDURES: 9) SUBJECT TO ANY AND Al OFFERS OF DETICARON, CONDITIONS, 10" TOTAL STATION MAINTAINED TO MANUFACTURER'S SPECIFICATIONS AS RESTRICTIONS. EASEMENTS. FENCE UNE /BOUNDARY DISCREPANCIES, NOTES. AND /OR PROW -04S DISCLOSED BY SHORE PUT OR PUT REQUIRED BY WAC- 332 -130 -100. AKERSS FARMS N0. S. RECORDED IN VOLUME 40 OF PLATS, PAGE 27. CONIFER No PLOWABLE EASEMENTS OR RESIIICTIONS NOTED HEREIN' PROCEDURE USED: FIELD TRAVERSE WITH ACCURACY MEETING OR EXCEEDING THE REQUIREMENTS OF WAC- 332 -130 -090. 10) SUBJECT TO AN EASEMENT FOR ELECTRIC TRANSMISSION AND /OR 9) CLUSTER DISTRIBUTION SYSTEM. AND THE TOYS AND CONDIRONS THEREOF ROOF DRAIN GRANTED TO PUGET SOUND ENERGY. HNC, AS CONTAINED IN ® INSTRUMENT RECORDED UNDER RECORDING NO. 5485481. THE 2;( LOCATION OF SAID EASEMENT IS DEPICTED HEREON. m GAS VALVE 11) SUBJECT TO AN EASEMENT FOR PRIVATE ROADWAY AND THE TERMS Q MAPLE AND CONDITIONS THEREOF GRANTED TO OWNERS OF PARCELS B AND C, ELECTRICAL METER AS CONTAINED IN INSTRUMENT RECORDED UNDER RECORDING NO. SPRUCE 5816385. THE LOCATION OF SAID FASEMEW IS DEPICTED HEREON. 12) SUBJECT TO AN EASEMENT FOR PUBLIC UTILITIES AND THE TERMS AND 0- POWER POLE R T. CONDITIONS THEREOF GRANTED TO THE CRY OF RENTON. AS CONTAINED O EmEm LEI IN INSTRUMENT RECORDED UNDER RECORDING NO. 7703010785. THE FIRE HYDRANT su30in p6 Ave "1e SO1'^ I ® I ®I I * c LOCATION OF SAID EASEMENT IS DEPICTED HEREON. FeeeW Way, WA 9W03 FENCE, BOARD ® WATER MANHOLE 13) SUBJECT TO AN EASEMENT FOR PUBLIC UTILITIES AND THE TERMS AND WWW.89mDiViI.COm FENCE, CHAIN -LINK BE WATER METER CONDDONS THEREOF GRANTED TO THE CRY OF RENTON. AS CONTAINED Prc f" �, GAS D4 IN INSTRUMENT RECORDED UNDER RECORDING NO. 7703010786. ME T 04'4LL& LOCATION OF SAID EASEMENT IS DEPICTED HEREON. ESM JOB #1670-004-013 T - - 3378100040 28TH ST 3378100100 0087000058 IE 2°= 444.70 20000600000004 IE 12 "= 445.14 0067000026 I ';� \ 0067000066 DRIVEWAY W ° W 0087000022 Q SON 0087000069 0087000068 0087000065 z 087000220 0087000024 0 R o AX-EFTS FAR1Nls � N0. BASIS OF BEARINGS NAD83, WASHINGTON COORDINATE SYSTEM, NORTH ZONE AS REFERENCED TO CITY OF RENTON CONTROL MONUMENT NOS. 1640 AND 1863 VERTICAL DATUM NAVD 88 AS REFERENCED TO CITY OF RENTON VERTICAL CONTROL MONUMENT NOS. 1640 AND 1863 NOTES 1. UTILITIES OTHER THAN THOSE SHOWN MAY SHOWN HERON ARE TAKEN FROM A COMPILA' SHOWN. FIELD VERIFICATION IS NECESSARY PRIOR TO OR DURING ANY CONSTRUCTION 2. LEGAL DESCRIPTION, EASEMENTS, COVENANTS, CONDITIONS AND RESTRICTIONS ARE FROM Ch TITLE ALTA COMMITMENT NO. 4243- 2059547, DATED MARCH 22, 2013. IT SHOULD BE NOTE[ PREPARING THIS SURVEY MAP. ESM CONSULTING ENGINEERS, LLC (ESM) HAS NOT CONDUCTEI INDEPENDENT TITLE SEARCH NOR IS ESM AWARE OF ANY TITLE ISSUES AFFECTING THE PROPEL THAN THOSE SHOWN ON THIS MAP. ESM HAS WHOLLY RELIED ON THE ABOVE REFERENCED TI1 TO PREPARE THIS SURVEY AND THEREFORE QUALIFIES THE MAP'S ACCURACY AND COMPLETENE THAT EXTENT. 3. KING COUNTY PARCEL NOS. 008700- 0070 -01, 008700- 0075 -06, 008700 - 0080 -09, AND 008700- 0081 -08. Iw SCALE: 1" = 50' 50 25 0 50 100 CONTOUR INTERVAL = 1' LEGEND LEGAL DESCRIPTION PARCEL A LOT 7, BLOCK 1, AKERS FARMS NO. 5. ACCORDING TO THE PUT THEREOF, RECORDED IN VOLUME 40 OF PUTS, PAGE 27, IN KING COUNTY, WASHINGTON. PARCEL B: LOT 8, BLOCK 1, AKERS FARMS NO. S. ACCORDING TO THE FLAT THEREOF, RECORDED IN VOLUME 40 OF PUTS, PAGE 27, IN KING COUNTY, WASHINGTON. PARCEL C: LOT 9, BLOCK 1, AKERS FARMS NO. S. ACCORDING TO THE PLAT THEREOF, RECORDED IN VOLUME 40 OF PUTS, PACE 27, IN KING COUNTY, WASHINGTON; EXCEPT THAT PORTION DESCRIBED AS FOLLOWS: BEGINNING AT TIE NORTHEAST CORNER OF SAID LOT 9: THENCE SOUTH 88.1639' WEST, ALONG THE NORTHERLY ONE OF SAID LOT, A DISTANCE OF 135.17 FEET TO THE TRUE POINT OF BEGINNING; THENCE CONTINUING SOUTH 88.1639' WEST, ALONG SAID NORTHERLY LINE OF SAID LOT. A DISTANCE OF 80.00 FEET; THENCE SOUTH 1'43'21' EAST, A DISTANCE OF 95 FEET; THENCE NORTH 88.16'39' EAST, A DISTANCE OF 80.00 FEET; THENCE NORTH 1.4321' WEST, A DISTANCE OF 95 FEET TO ME TRUE POINT OF BEGNMNG, PARCEL D: THAT PORTION OF LOT 9, BLOCK 1, AKERS FARMS NO. 5, ACCORDING TO THE PUT THEREOF RECORDED IN VOLUME 40 OF PUTS, PAGE 27, IN KING COUNTY, WASHINGTON, DESCRIBED AS FOLLOWS: BEGINNING AT THE NORTHEAST CORNER OF SAID LOT 9; THENCE SOUTH 88.16'39' WEST, ALONG TIE NORTHERLY UNE OF SAID LOT, A DISTANCE OF 135.17 FEET TO THE TRUE POINT OF BEONNING; THENCE CONTINUING SOUTH 88.1639' WEST, ALONG SAID NORTHERLY LINE OF SAID LOT, A DISTANCE OF 80.00 FEET; THENCE SOUTH 1.4321" EAST, A DISTANCE OF 95 FEED THENCE NORTH 88.1639' EAST, A DISTANCE OF 80.00 FEET; THENCE NORTH 1'43'21' WEST, A DISTANCE OF 95 FEET TO THE TRUE PONT OF BEGINNING. - 312903 0 FIRST SUBMITTAL ESM 2/11/14 91N`££YE°` sr+.e w•W ime 1 SECOND SUBMITTAL ESM 4/15/14 CITY OF 1 �� �� 2 MYLAR SUBMITTAL ESM /12/14 TAR RENTON OMMH: rIs Planning /Building /Public Works Dept. 1. 10.. REVISION BY DATE APPR �" "COIN'""' DATUM CHECKED FOR COMPLIANCE TO CITY STANDARDS QQ LaRosa EXISTING CONDITIONS Cam' 2 - 37 'a+T rlj P14£ Q� l J r c O Oo � D ' APPARENT TEST PIT LOCATIONS (D DECIDUOUS ® SANITARY SEWER MANHOLE DOUGLAS FIR ® STORM DRAIN CATCH BASIN CONIFER STORM DRAIN MANHOLE 9) CLUSTER m ROOF DRAIN ® GAS METER 2;( HOLLY m GAS VALVE Q MAPLE IN ELECTRICAL METER 4f SPRUCE POWER POLE W /LIGHT 0- POWER POLE O TELEPHONE POLE C, FIRE HYDRANT * HOSE BIB 11 FENCE, BOARD ® WATER MANHOLE O FENCE, CHAIN -LINK BE WATER METER G GAS D4 WATER VALVE T TELEPHONE, BURIED I SET HUB & TACK - - T - - TELEPHONE. OVERHEAD f SET PK NAIL W WATER LEGAL DESCRIPTION PARCEL A LOT 7, BLOCK 1, AKERS FARMS NO. 5. ACCORDING TO THE PUT THEREOF, RECORDED IN VOLUME 40 OF PUTS, PAGE 27, IN KING COUNTY, WASHINGTON. PARCEL B: LOT 8, BLOCK 1, AKERS FARMS NO. S. ACCORDING TO THE FLAT THEREOF, RECORDED IN VOLUME 40 OF PUTS, PAGE 27, IN KING COUNTY, WASHINGTON. PARCEL C: LOT 9, BLOCK 1, AKERS FARMS NO. S. ACCORDING TO THE PLAT THEREOF, RECORDED IN VOLUME 40 OF PUTS, PACE 27, IN KING COUNTY, WASHINGTON; EXCEPT THAT PORTION DESCRIBED AS FOLLOWS: BEGINNING AT TIE NORTHEAST CORNER OF SAID LOT 9: THENCE SOUTH 88.1639' WEST, ALONG THE NORTHERLY ONE OF SAID LOT, A DISTANCE OF 135.17 FEET TO THE TRUE POINT OF BEGINNING; THENCE CONTINUING SOUTH 88.1639' WEST, ALONG SAID NORTHERLY LINE OF SAID LOT. A DISTANCE OF 80.00 FEET; THENCE SOUTH 1'43'21' EAST, A DISTANCE OF 95 FEET; THENCE NORTH 88.16'39' EAST, A DISTANCE OF 80.00 FEET; THENCE NORTH 1.4321' WEST, A DISTANCE OF 95 FEET TO ME TRUE POINT OF BEGNMNG, PARCEL D: THAT PORTION OF LOT 9, BLOCK 1, AKERS FARMS NO. 5, ACCORDING TO THE PUT THEREOF RECORDED IN VOLUME 40 OF PUTS, PAGE 27, IN KING COUNTY, WASHINGTON, DESCRIBED AS FOLLOWS: BEGINNING AT THE NORTHEAST CORNER OF SAID LOT 9; THENCE SOUTH 88.16'39' WEST, ALONG TIE NORTHERLY UNE OF SAID LOT, A DISTANCE OF 135.17 FEET TO THE TRUE POINT OF BEONNING; THENCE CONTINUING SOUTH 88.1639' WEST, ALONG SAID NORTHERLY LINE OF SAID LOT, A DISTANCE OF 80.00 FEET; THENCE SOUTH 1.4321" EAST, A DISTANCE OF 95 FEED THENCE NORTH 88.1639' EAST, A DISTANCE OF 80.00 FEET; THENCE NORTH 1'43'21' WEST, A DISTANCE OF 95 FEET TO THE TRUE PONT OF BEGINNING. - 312903 0 FIRST SUBMITTAL ESM 2/11/14 91N`££YE°` sr+.e w•W ime 1 SECOND SUBMITTAL ESM 4/15/14 CITY OF 1 �� �� 2 MYLAR SUBMITTAL ESM /12/14 TAR RENTON OMMH: rIs Planning /Building /Public Works Dept. 1. 10.. REVISION BY DATE APPR �" "COIN'""' DATUM CHECKED FOR COMPLIANCE TO CITY STANDARDS QQ LaRosa EXISTING CONDITIONS Cam' 2 - 37 'a+T rlj P14£ Q� l J r c O Oo � D ' IL= 297.41 5= 35'37'25" I N 88'12' 19" E - L= 339.03 4= 40'3635" a W 1 z O Q M V LL w 0 0 a J \ 6387000140 <N 50'46'30" E(R)> �O I - z° 10 4 =18'00'14" `♦ R= 448.34' \ L= 140.88' L= 636.44 A= 76'14'00" R= 478.34 7 \ \ /X\ \\ 0087000006 0087000007 0087000005 Call 2 Wor ft Days Before You DIg 811 UndwWound lion CeMer UMUm 013,MITAD.OR,WA) 6387000130 A PORTION OF THE NW 1/4 OF SECTION 29, TWP. 23 N., RGE. 5 E, KING COUNTY, WA 3" SURFACE BRASS DISK N 88'46'24" W / 2658.95 WITH SCRIBED X V STAMPED: LS 9634 N 1'42'36" E N 1'47'08" E 1375.67 2660.76 1260.32 BASIS OF BEARING MIC NAIL IN cQNC S 27TH STREET (RESIDENTIAL ACCESS) C)L Y i\iIPIC V ]L\i\1 - 1ERRACL 63.3700 6387000120 6387000110 I 6387000100 I 6387000090 CORNER 1640 3" BRASS DISK WITH PUNCH CORNER 1863 AIC b•' CPR PIN IN CONC . E��dTi7 1 = STA. 5 +00.00, ACCESS ESM'T N 88'16'20" E 634.41' 5 50' r- 6387000070 1 6387000060 1 6387000050 'x = STA. 3 +00.00, HIGH AVE S °O ♦ 13 +00 - - - - -- - -_ ♦ _- -12tOk- _--- _188.06' - -- - _ 43Y-"M*0 _ _ +-- _- - --- -- - - - -- - - - - -- -1_ -- _ �`♦ 7 'OL' _ - - - 1 -S 88'16'20 W'� a R 00.00' _._I 0.41 ..x ° ° %0� (RESIDENTIAL ACCESS) -- -_ 7s'24.1g D 5 15+ S 3'39'29" W W h O \ \ \� Q 76289 00 FOR • 13" k \ u, = STA. 33 +40.95, BENSON RD S KCI-LA 41084037 0087000019 TR 21 1N B \ po ` NS O 0 99j 4 A6S33 ` `\ 4`89 �0 o 0087000021 - - 5 F"AVBOUB 6oW� 50 50 I 6' PRIVATE Gu :SS EASEMENT' FedI,r.1 arel Way, WA 98003 - �u � 1m1 nID_A 50 Lana n Iona ..,a Pul,LgLUertny weu� won,. I Proi «1 Nana9•'^°ne Lana.aaa• emlL«wr. t Anna l ESM JOB #1670- 004 -013 236' - 5 UTILITY EASEMENT RECORDING N0. -_-^ .----------; - 7703010785, 7703010786 ____- - --^ ," (TO BE RELINQUISHED) I ; o '. \ F 3378100060 r 11LL7JP r r1r13r115 TRACT A o N rn °0 4 °0 5 ° M 6 7 °' \ 3373JO (STORM DRAINAGE) ° 1 ° 2 3 1 w + +; 'f- �w y g 50' PRIVATE ROADWAY + "' 1' 1' N 3378100050 � ti EASEMENT RECORDING �_ _'_ -- -- ---' �-- -- ----- - -' _ - - - -- - -' `D - t�._ EASEMENT a N0. 5816385 ` -� _ _ _ i PC: 15 °O �L 8' DEDICATED R/W -- �' -.G. "iJ - p' -- --=-- - - _ -- -- ---= ----- - - - - - -- � -- - -_ - -� - - -- si - -- ° - q� / -' - -- - - S -- 28TH STREET - -__ �_ 4' Tp ♦ 13 +00 - - - - -- - -_ ♦ _- -12tOk- _--- _188.06' - -- - _ 43Y-"M*0 _ _ +-- _- - --- -- - - - -- - - - - -- -1_ -- _ �`♦ 7 'OL' _ - - - 1 -S 88'16'20 W'� a R 00.00' _._I 0.41 ..x ° ° %0� (RESIDENTIAL ACCESS) -- -_ 7s'24.1g D 5 15+ S 3'39'29" W W h O \ \ \� Q 76289 00 FOR • 13" k \ u, = STA. 33 +40.95, BENSON RD S KCI-LA 41084037 0087000019 TR 21 1N B \ po ` NS O 0 99j 4 A6S33 ` `\ 4`89 �0 o 0087000021 0087000029 - - - - -- - 50' -- ou -- ------ -_ 19 bl 18 o rn ----- 1 vv - -- 20 8' DEDICATED R/W GIN EER$ LLC ®33400 F"AVBOUB 6oW� ® I ®I I 6' PRIVATE Gu :SS EASEMENT' FedI,r.1 arel Way, WA 98003 50 �u � 1m1 nID_A www.esmcivii.com Lana n Iona ..,a Pul,LgLUertny weu� won,. I Proi «1 Nana9•'^°ne Lana.aaa• emlL«wr. t Anna l ESM JOB #1670- 004 -013 0087000029 - - - - -- - 50' -- ou -- ------ -_ 19 bl 18 o rn ----- 1 vv - -- 20 8' DEDICATED R/W 16 c i 36•x0 ♦ 28. 0 7, 36z 9y 0087000026 \ 53.00' - - - - -- Of 124. '1001 - _ - -- _ R' 100.0' _ 29 , PT: 154--2b - � 16� 20' POWER EASEMENT J 13 o I RECORDING NO. 5485481 (TO BE RELINQUISHED) 12 CL INT'X :STA 15 +40.70, S 28TH = CTC 9 +SQ 4Q HIT:FI --------------------- I 26' PUBLIC UTILITY EASEMENT 0 14 N -- - -- too' - - -- -- TR -C \ S S 1'34'25'• E 53.00' S 28TH STREET ° (RESIDENTIAL ACCESS) S 1'34'25•' E k--'53.00 SURVEY INSTRUMENTATION SURVEYING PERFORMED IN CONJUNCTION WITH THIS PLAT UTILIZED THE FOLLOWING EQUIPMENT AND PROCEDURES: 10" TOTAL STATION MAINTAINED TO MANUFACTURER'S SPECIFICATIONS AS REQUIRED BY WAC- 332 - 130 -100. PROCEDURE USED: FIELD TRAVERSE WITH ACCURACY MEETING OR EXCEEDING THE REQUIREMENTS OF WAC -332- 130 -090. 3378100100 BASIS OF BEARINGS NAD83, WASHINGTON COORDINATE SYSTEM, NORTH ZONE AS REFERENCED TO CITY OF RENTON CONTROL MONUMENT NOS. 1640 AND 1863 VERTICAL DATUM NAVD 88 AS REFERENCED TO CITY OF RENTON VERTICAL CONTROL MONUMENT NOS. 1640 AND 1863 EXCEPTIONS FROM TITLE REPORT 000058 1 -8) NOT REPORTED HEREIN 9) SUBJECT TO ANY AND ALL OFFERS OF DEDICATION. CONDITIONS, RESIRICOONS, EASEMENTS, FENCE UNE /BOUNDWRY DISCREPANCIES, NOTES, AND /OR PROVISIONS DISCLOSED BY SHORT PUT OR PUT AIQR'S FARMS NO. 5, RECORDED IN VOLUME 40 OF PUTS, PAGE 27. NO PLOTTABLE EASEMENTS OR RESTRICTIONS NOTED HEREIN. 10) SUBJECT TO AN EASEMENT FOR ELECTRIC TRANSMISSION AND /OR DISTRIBUTOR SYSTEM, AND THE TERMS AND CONDITIONS THEREOF GRANTED TO PUGET SOUND ENERGY, INC, AS CONTAINED IN INSTRUMENT RECORDED UNDER RECORDING NO. 5485481. THE LOCATION OF SAID EASEMENT IS DEPICTED HEREON. 11) SUBJECT TO AN EASEMENT FOR PRIVATE ROADWAY AND THE TERMS AND CONDITIONS THEREOF GRANTED TO OWNERS OF PARCELS B AND C. AS CONTAINED IN INSTRUMENT RECORDED UNDER RECORDING NO. 5816385. THE LOCATION OF SAID EASEMENT IS DEPICTED HEREON. 12) SUBJECT TO AN BASEMENT FOR PUBLIC U11LITIES AND THE TERMS AND CONDITIONS THEREOF GRANTED TO THE CITY OF REEON, AS CONTAINED IN INSTRUMENT RECORDED UNDER RECORDING NO. 7703010785. THE LOCATION OF SAID EASEMENT IS DEPICTED HEREON. 13) SUBJECT TO AN EASEMENT FOR PUBLIC UTILITIES AND THE TERMS AND CONDITIONS THEREOF GRANTED TO THE CITY OF RENTON. AS CONTAINED N INSTRUMENT RECORDED UNDER RECORDING NO. 7703010788. THE LOCATION OF SAID EASEMENT IS DEPICTED HEREON. n SCALE: 1" = 40' 40 20 0 40 80 LEGAL DESCRIPTION PARCEL A LOT 7, BLOCK 1, AKER'S FARMS NO. 5, ACCORDING TO THE PLAT THEREDF, RECORDED IN VOLUME 40 OF PLATS, PAGE 27. IN KING COUNTY, WASHINGTON. PARCEL B: LOT 8, BLOCK 1, AXERS FARMS NO. 5. ACCORDING TO THE PUT THEREOF, RECORDED IN VOLUME 40 OF PLATS, PAGE 27, IN KING COUNTY, WASHINGTON. PARCEL C: LOT S. BLOCK 1, AKERS FARMS NO. 5. ACCORDING TO THE PUT THEREOF, RECORDED N VOLUME 40 OF PLATS, PAGE 27, IN KING COUNTY. WASHINGTON; EXCEPT THAT PORTION DESCRIBED AS FOLLOWS: BEGINNING AT THE NORTHEAST CORNER OF SAID LOT 9: THENCE SOUTH 88'1639' WEST, ALONG THE NORTHERLY LINE OF SAID LOT. A DISTANCE OF 135.17 FEET TO THE TRUE POINT OF BEGINNING: THENCE CONTINUING SOUTH 88'1639' WEST. ALONG SAID NORTHERLY LINE OF SAID LOT. A DISTANCE OF 80.00 FEET; THENCE SOUTH 1.43'21' EAST, A DISTANCE OF 95 FEET. THENCE NORTH 88'1639' EAST, A DISTANCE OF 80.00 FELT: THENCE NORTH 1.4321' WEST, A DISTANCE OF 95 FEET TO THE TRUE POINT OF BEGINNING. PARCEL D: THAT PORTION OF LOT 9, BLOCK 1, AKERS FARMS NO. 5, ACCORDING TO THE PUT THEREOF RECORDED IN VOLUME 40 OF PUTS, PAGE 27. IN KING COUNTY. WASHINGTON, DESCRIBED AS FOLLOWS: BEGINNING AT THE NORTHEAST CORNER OF SAID LOT 9: THENCE SOUTH 88. 1639' WEST, ALONG THE NORTHERLY LINE OF SAID LOT. A DISTANCE OF 135.17 FEET TO THE TRUE POINT OF BEGINNING: THENCE CONTINUING SOUTH 88'1619' WEST. AILING SAID NORTHERLY LINE OF SAID LOT, A DISTANCE OF 80.00 FEET: THENCE SOUTH 1'43'21' EAST, A DISTANCE OF 95 FEET. THENCE NORTH 88. 1639' EAST, A DISTANCE OF 80.00 FEET. THENCE NORTH 1. 4321' WEST. A DISTANCE OF 95 FEET TO THE TRUE POINT OF BEGINNING. \' 20' EXISTING ALLEY Irk 3378100110 \ a X �\ 00 TREET- 4VE S s ---------- 89------ a,2, --- - -- - -- - n 10 srn_ ao -- - - -- -- 111' - - -- \ k 00 ss_ ' 11 Srn 15 -_____- ____ -11 N 88. 16'20" E 337.10' REI\1T0j\i i Uri- ,9- 3 -J-E32i r\ 20000X30eD00004 0087000067 0087000066 R- 312904 0 FIRST SUBMITTAL ESM 02/11/14 V _ «ro g. oxrzo X 1BWY1991 1 SECOND SUBMITTAL ESM 04/15/14 NTS Hocsrxm�p AA D3- CITY OF 2 MYLAR SUBMITTAL ESM 05/12/14 RENTON OR4Nti: � AAu °NE IHC" DATUM cHCC. � Ir Nm a+cHCH Planning /Building /Public Works Dept. NO. REVISION BY DATE APPR "PPPam: rcuF xca NHCLr CHECKED FOR COMPLIANCE TO CITY STANDARDS mm LaRosa 05/12/2D1' HORIZONTAL CONTROL "� P14L wuxlxc n RW -01 P: 4 x:33 r m 0 o� pa W N 17 ° rn w c 6' PRIVATE f9 :SS EASEMENT' m 0 50 - 16 c i 36•x0 ♦ 28. 0 7, 36z 9y 0087000026 \ 53.00' - - - - -- Of 124. '1001 - _ - -- _ R' 100.0' _ 29 , PT: 154--2b - � 16� 20' POWER EASEMENT J 13 o I RECORDING NO. 5485481 (TO BE RELINQUISHED) 12 CL INT'X :STA 15 +40.70, S 28TH = CTC 9 +SQ 4Q HIT:FI --------------------- I 26' PUBLIC UTILITY EASEMENT 0 14 N -- - -- too' - - -- -- TR -C \ S S 1'34'25'• E 53.00' S 28TH STREET ° (RESIDENTIAL ACCESS) S 1'34'25•' E k--'53.00 SURVEY INSTRUMENTATION SURVEYING PERFORMED IN CONJUNCTION WITH THIS PLAT UTILIZED THE FOLLOWING EQUIPMENT AND PROCEDURES: 10" TOTAL STATION MAINTAINED TO MANUFACTURER'S SPECIFICATIONS AS REQUIRED BY WAC- 332 - 130 -100. PROCEDURE USED: FIELD TRAVERSE WITH ACCURACY MEETING OR EXCEEDING THE REQUIREMENTS OF WAC -332- 130 -090. 3378100100 BASIS OF BEARINGS NAD83, WASHINGTON COORDINATE SYSTEM, NORTH ZONE AS REFERENCED TO CITY OF RENTON CONTROL MONUMENT NOS. 1640 AND 1863 VERTICAL DATUM NAVD 88 AS REFERENCED TO CITY OF RENTON VERTICAL CONTROL MONUMENT NOS. 1640 AND 1863 EXCEPTIONS FROM TITLE REPORT 000058 1 -8) NOT REPORTED HEREIN 9) SUBJECT TO ANY AND ALL OFFERS OF DEDICATION. CONDITIONS, RESIRICOONS, EASEMENTS, FENCE UNE /BOUNDWRY DISCREPANCIES, NOTES, AND /OR PROVISIONS DISCLOSED BY SHORT PUT OR PUT AIQR'S FARMS NO. 5, RECORDED IN VOLUME 40 OF PUTS, PAGE 27. NO PLOTTABLE EASEMENTS OR RESTRICTIONS NOTED HEREIN. 10) SUBJECT TO AN EASEMENT FOR ELECTRIC TRANSMISSION AND /OR DISTRIBUTOR SYSTEM, AND THE TERMS AND CONDITIONS THEREOF GRANTED TO PUGET SOUND ENERGY, INC, AS CONTAINED IN INSTRUMENT RECORDED UNDER RECORDING NO. 5485481. THE LOCATION OF SAID EASEMENT IS DEPICTED HEREON. 11) SUBJECT TO AN EASEMENT FOR PRIVATE ROADWAY AND THE TERMS AND CONDITIONS THEREOF GRANTED TO OWNERS OF PARCELS B AND C. AS CONTAINED IN INSTRUMENT RECORDED UNDER RECORDING NO. 5816385. THE LOCATION OF SAID EASEMENT IS DEPICTED HEREON. 12) SUBJECT TO AN BASEMENT FOR PUBLIC U11LITIES AND THE TERMS AND CONDITIONS THEREOF GRANTED TO THE CITY OF REEON, AS CONTAINED IN INSTRUMENT RECORDED UNDER RECORDING NO. 7703010785. THE LOCATION OF SAID EASEMENT IS DEPICTED HEREON. 13) SUBJECT TO AN EASEMENT FOR PUBLIC UTILITIES AND THE TERMS AND CONDITIONS THEREOF GRANTED TO THE CITY OF RENTON. AS CONTAINED N INSTRUMENT RECORDED UNDER RECORDING NO. 7703010788. THE LOCATION OF SAID EASEMENT IS DEPICTED HEREON. n SCALE: 1" = 40' 40 20 0 40 80 LEGAL DESCRIPTION PARCEL A LOT 7, BLOCK 1, AKER'S FARMS NO. 5, ACCORDING TO THE PLAT THEREDF, RECORDED IN VOLUME 40 OF PLATS, PAGE 27. IN KING COUNTY, WASHINGTON. PARCEL B: LOT 8, BLOCK 1, AXERS FARMS NO. 5. ACCORDING TO THE PUT THEREOF, RECORDED IN VOLUME 40 OF PLATS, PAGE 27, IN KING COUNTY, WASHINGTON. PARCEL C: LOT S. BLOCK 1, AKERS FARMS NO. 5. ACCORDING TO THE PUT THEREOF, RECORDED N VOLUME 40 OF PLATS, PAGE 27, IN KING COUNTY. WASHINGTON; EXCEPT THAT PORTION DESCRIBED AS FOLLOWS: BEGINNING AT THE NORTHEAST CORNER OF SAID LOT 9: THENCE SOUTH 88'1639' WEST, ALONG THE NORTHERLY LINE OF SAID LOT. A DISTANCE OF 135.17 FEET TO THE TRUE POINT OF BEGINNING: THENCE CONTINUING SOUTH 88'1639' WEST. ALONG SAID NORTHERLY LINE OF SAID LOT. A DISTANCE OF 80.00 FEET; THENCE SOUTH 1.43'21' EAST, A DISTANCE OF 95 FEET. THENCE NORTH 88'1639' EAST, A DISTANCE OF 80.00 FELT: THENCE NORTH 1.4321' WEST, A DISTANCE OF 95 FEET TO THE TRUE POINT OF BEGINNING. PARCEL D: THAT PORTION OF LOT 9, BLOCK 1, AKERS FARMS NO. 5, ACCORDING TO THE PUT THEREOF RECORDED IN VOLUME 40 OF PUTS, PAGE 27. IN KING COUNTY. WASHINGTON, DESCRIBED AS FOLLOWS: BEGINNING AT THE NORTHEAST CORNER OF SAID LOT 9: THENCE SOUTH 88. 1639' WEST, ALONG THE NORTHERLY LINE OF SAID LOT. A DISTANCE OF 135.17 FEET TO THE TRUE POINT OF BEGINNING: THENCE CONTINUING SOUTH 88'1619' WEST. AILING SAID NORTHERLY LINE OF SAID LOT, A DISTANCE OF 80.00 FEET: THENCE SOUTH 1'43'21' EAST, A DISTANCE OF 95 FEET. THENCE NORTH 88. 1639' EAST, A DISTANCE OF 80.00 FEET. THENCE NORTH 1. 4321' WEST. A DISTANCE OF 95 FEET TO THE TRUE POINT OF BEGINNING. \' 20' EXISTING ALLEY Irk 3378100110 \ a X �\ 00 TREET- 4VE S s ---------- 89------ a,2, --- - -- - -- - n 10 srn_ ao -- - - -- -- 111' - - -- \ k 00 ss_ ' 11 Srn 15 -_____- ____ -11 N 88. 16'20" E 337.10' REI\1T0j\i i Uri- ,9- 3 -J-E32i r\ 20000X30eD00004 0087000067 0087000066 R- 312904 0 FIRST SUBMITTAL ESM 02/11/14 V _ «ro g. oxrzo X 1BWY1991 1 SECOND SUBMITTAL ESM 04/15/14 NTS Hocsrxm�p AA D3- CITY OF 2 MYLAR SUBMITTAL ESM 05/12/14 RENTON OR4Nti: � AAu °NE IHC" DATUM cHCC. � Ir Nm a+cHCH Planning /Building /Public Works Dept. NO. REVISION BY DATE APPR "PPPam: rcuF xca NHCLr CHECKED FOR COMPLIANCE TO CITY STANDARDS mm LaRosa 05/12/2D1' HORIZONTAL CONTROL "� P14L wuxlxc n RW -01 P: 4 x:33 r m 0 o� pa W N A PORTION OF THE NW 1/4 OF SECTION 29, TWP. 23 N., RGE. 5 E, KING COUNTY, WA S 27TH STREET (RESIDENTIAL ACCESS) ca z N 0 01— Yj \iIPJC VIE :Nj\l jJERRACr a J ' �3cS700 \7 6387000140 6387000130 6387000120 6387000110 I 6387000100 I 6387000090 0087000006 0087000007 I � • " a•a c <N 50'46'30" o° 0087000005 A= 18'00'14" 5' UTILITY EASEMENT RECORDING NO. IR= 448.34' 7703010785, 7703010786 L= 140.88' 0 (TO BE RELINQUISHED) 0 TRACT A O C (STORM DRAINAGE) 50' PRIVATE ROADWAY; EASEMENT RECORDING' NO. 5816385 8' DEDICATED R/W V FO 3ZT1 o \ o0 3 Oq ti m \ a3, • V '9Q d' c STREET NAME AND STOP SIGN 12" WIDE STOP BAR (WHITE) CROSSWALK PER DETAIL ON THIS SHEET KCII -LA #10041087 0087000021 0087000019 N 88'16'20" E 6387000080 ENGINEERS LLC ®CONSULTING 3 BIN Awnm SWt I ®I I 04/15/14 s,a,I, ®I --- --- -- -� -- --, I ------------ , FeCe WaY WA 93003 -- --- -- -- --• _ WWW.93TCIVII.COT E - , , , BY NwYa'I"9 �1 HLOC I RONCI WMy,I/Anl I LTa.COq -1� ESM JOB #1670- 004 -013 N 88'16'20" E 6387000080 s S 28TH — — — — ( RESIDENTIA 1 \ - P _ +00 T EE` 02/11/14 _ IANF ESM 04/15/14 CENTER --- --- -- -� -- --, I ------------ , -- -- --- -- -- --• •-- -- - -- --- - , , , BY DATE �-- -- ------�- "- '- - - - - -' II "NO PARKING" SIGNS AT it B 100' SPACING (TYP.) 18 LANE II °� / 21 % -CONCRETE LINE 17 UN. , 7 26' PRIVATE: 5 6 2 -- -- -- ACCESS EASEMENT' 4 _ 1 i� s S 28TH — — — — ( RESIDENTIA 1 \ - P _ +00 T EE` o x \ 20 8' DEDICATED R/W \ 16 l \ \FO Sx u 0087000029 c\ UI�F: ►I�LLAYI:l 0 1 FIRST SUBMITFAL i SECOND SUBMITTI 2 MYLAR SUBMITTAL NO. REVISION LT 6387000070 o \ 8 10 UTILITY EASEMENT 6387000060 0, Q- 6387000050 TJP ; EIGAI T5 33 %3 JU 3378100050 - '\ an s (RESIDENTIAL ACCESS) 20' POWER EASEMI 13 : RECORDING NO. 5485 (TO BE RELINQUISH 12 ,1 20' EXISTING ALLEY 9'., 4 ) 1, >o\ 3378100110 =26' PUBLIC UTILITY EASEMENT i----- ------- - - - - -' -- --- ---- ---- - - " -', "NO PARKING" SIGNS ` AT 100' SPACING (TYP.) 14 10 -- - - TR -C T------------------ 15 ; _______ _____________ _, Ir N 88'16'20" E 337.10' REN roN I- UA -90- 02LLA 20000000900004 ESM 02/11/14 _ IANF ESM 04/15/14 CENTER 0�m, - -T- -- IAN: IAN I MANx: A,Y BY DATE I 'R II it B -�- �-f:bT(P)—OPENI'E 19 18 LANE II °� / 21 % -CONCRETE LINE 17 UN. , 26' PRIVATE: -- -- -- ACCESS EASEMENT' _ o x \ 20 8' DEDICATED R/W \ 16 l \ \FO Sx u 0087000029 c\ UI�F: ►I�LLAYI:l 0 1 FIRST SUBMITFAL i SECOND SUBMITTI 2 MYLAR SUBMITTAL NO. REVISION LT 6387000070 o \ 8 10 UTILITY EASEMENT 6387000060 0, Q- 6387000050 TJP ; EIGAI T5 33 %3 JU 3378100050 - '\ an s (RESIDENTIAL ACCESS) 20' POWER EASEMI 13 : RECORDING NO. 5485 (TO BE RELINQUISH 12 ,1 20' EXISTING ALLEY 9'., 4 ) 1, >o\ 3378100110 =26' PUBLIC UTILITY EASEMENT i----- ------- - - - - -' -- --- ---- ---- - - " -', "NO PARKING" SIGNS ` AT 100' SPACING (TYP.) 14 10 -- - - TR -C T------------------ 15 ; _______ _____________ _, Ir N 88'16'20" E 337.10' REN roN I- UA -90- 02LLA 20000000900004 ESM 02/11/14 _ IANF ESM 04/15/14 CENTER 0�m, ESM /12/14 IAN: IAN I MANx: A,Y BY DATE APPR•� 0087000066 1 rtz 0087000067 0087000058 n SCALE: 1 " = 40' 40 20 O 40 80 PURR I_.4NF I.ANF _ IANF _ ._ _ CLR ?_LANE CE TER CENTER N IAN: IAN I it -�- �-f:bT(P)—OPENI'E LANE II °� / LANE - "-�- 9 ";Tr P.; STRIPE -CONCRETE LINE UN. , TYPICAL 9- L�,,.NE ROADVW CONFIGi,RATION NOTE FOR ROADWAYS 'IlR- MORE OR LESS ANFS, TPF SAMF CONFIGURATO\ APPIIES. KEEPING THE THERYOFLA.TC /PA.NTEO BARS CENTEREC CN THE LANE LINES AVD IN IIIE CENTT: OF - RAVELED 'OR ION OF THE IAN TO MINY17F T-IF WAR ON THE THERHOPIASTC.. /PN \T. PUBLIC 'FORKS ` THERMOPLASTICIPAINIED DCPAII'TAEN'1' If CROSSWALK R- 312905 CHECKED FOR COMPLIANCE TO CITY STANDARDS „m LaRosa CITY OF RENTON CHANNELIZATION PLAN �41E 1M°' DATUM Planning /Building /Public Works Dept. IG XOT p!E IXtlI SGl£ I�NLLT C D' 1'L =705 1 r m > O o � a N a N z O U /Y w I.L 0 J ,TV a J A PORTION OF THE NW 1/4 OF SECTION 29, TWP. 23 N., RGE. 5 E, KING COUNTY, WA S 27TH STREET _ _ w--- w--- w---. w._-- w--- w--.-. 1�--- w_-- w--- w--- w---( RE6IDENWILVAGGESS )- w-- _w--- w__- .-- -w -� -• .. OL Yl\i1P1C VI_rN Ti✓RRACr 032700 )� 6387000070 6387000140 6387000130 6387000120 6387000110 6387000100 6387000090 6387000080 CATCH BASIN FILTER (TYP) PER SILT LCE TO BE PLACED AT CL INT'X CLEARING LIMITS \�\ STD PLAN 216.30 ON SHEET CLEARING LIMITS. SEE STD PLAN + 71.19, S 28TH STIR 1\, 214.00 ON SHEET GR -03 (TYP.) = STA. 5 +00.00, ACCESS ESMT CONSTRUCT! Z 1\ 5' UTILITY EASEMEM RECORDING N0. GR -03 <N 50'46'30" E(R)> 7703010785, 7703010786 0 CLEARING TOP =435.&5 _ SILT FENCE TO BE PLACED ON POND TOE =435.51 n 448.95 4x6.37 SEDIMENT POND DIVIDER. SEE N 88'16'20" E 534.41' _ 214.00 ON SHEET GR -03 ,8'00•,4• _ �.zssa:_ - - - -- - 544 -12 - Y -- ____ = 9430 0 -440 9 i � =448.34. Yi �_.:._ � � �E =435.56 � -6 449 449 7 l 2 4 15 6 7 44\ 8 33 \ - TRACT A ,c 1 -I y 1 'I \• I P . ! r { PAD =451.30 (STORM DRAINAGE) =442.10 I PAD PAD-48 PAD =49.80 ; PAD =450.50 PAD =451.30 /(TEMP. PERM.) � 1 � - I PAD - I y f ,sewo 10 UTILITY -- _' - - - -1 -= EASEMENT 50 P&L ROADWAY < ... STRAW BALES ` \ _•\ FASEMEM RECORDING L 436.31 _ _ _ __ - _ - .,� �•, 2 O 50' SPACING = -`� %...� .� =T u6.3�o - _ -- "� 0087000006 32 00 0087000007 0087000005 CL INT'X = STA. 1 � XCLL.A #1064037 CONSTRUCTION ENTRANCE PER STD DETAIL 215.10 ON SHEET GR -03 49 LF., 12" D.I. CULVERT/ T.E.S.C. POND TABLE = 3,650 C.Y. SUB BASIN AREA = 7.08 AC INFLOW 2 YR 15 MINUTE = 2.14 CFS INFLOW 100 /15 MINUTE = 7.92 CFS SURFACE AREA (REQ•D) = 4,451 SF SURFACE AREA PROVIDED = 9,163 SF TOP BERM ELEV. = 428.00 TOP OF RISER PIPE = 426.00 EMERGENCY SPILLWAY ELEV. = 427.00 EMERGENCY SPILLWAY WIDTH = 7.0' POND BOTTOM ELEV. = 420.50 POND TOP LENGTH = 120' POND TOP WIDTH = 40' ORIFICE DIA. = 3 3/8" DEWATERING TUBE DIA. = 6.00" RISER PIPE DIA. = 12.00" E 0087000019 oo ­mg- 26 L F 12" D.I. CULVERT' - -- I ® II E 433.20 21 _ L.F., 12" D.I. CULVERT 19 18 17 TB 21 { PAD= 446.90 �I PAD =449.10 PAD 45020 i I PAD- 443.00 ci p / LE= 434.02 ' �I \( 70E =M5 -- _ , IF =42967 . q )� 1 y__- _____ ^- J 6F o YT 0067000021 0 •y9\ / �RTFR7q�O,gO s\ 0067000029 INTERCEPTOR SWALE WITH CHE DAMS SEE DETAILS ON SHEET GR -03 GRADING QUANTITIES STRIPPING (6" DEPTH) = 3,650 C.Y. CUT = 6,500 C.Y. FILL = 6,750 C.Y. NET (FILL) = 250 C.Y. EARTHWORK QUANTITIES ARE FOR PERMIT PURPOSES ONLY. QUANTITIES ARE "NEAT LINE" ONLY. THE QUANTITIES DO NOT ACCOUNT FOR ANY SHRINK OR SWELL FACTORS. IT IS THE CONTRACTORS RESPONSIBILITY TO CALCULATE THE EARTHWORK VOLUMES FOR BID PURPOSES. P =447. I -- ,PAD -"5.50 16 �., PAD= 452.20 9 111 T f '6. 6387000060 N FENCE LIMITS CL INT'X 6387000050 = STA. 3 +00.00, HIGH AVE S 00060 ALLTOP H51OHT5 3378-10 I3378100050 S 28TH STREET (RESIDENTIAL ACCESS) :- ;.:... '� 26' PUBLIC I POWER EASEMENT I UIILOY EASEMEN( / RECORDING N0. 5985461 / e 13 �' 12 pAD =45L40 PAD-452.10 9 yo 3378100110 I ' 26' PRNATE PAD =454.50 .\ � \ ;ACCESS EASEMENT cA. _ 1 10 14 PAD =455 -70 1 PAD-452.80- \ I - ---- '7--- - - - --- - ---- bb- 11 r' J 15\\ I \j! \ PAD-456.50 PAD =453.00 454 Y� N 88'16'20 E 337.10 RENTON LUA- 90 -182H A 20000000000004 0087000028 NOTES: PAD = STRUCTURAL GRADE 12" OF STRIPPING TO BE ADDED TO STRUCTURAL PAD. 0087000066 0087000067 I►1 ®cory suLn rva ervcirveews LLC ,�,6 / -r 0 FIRST SUBMITTAL ESM 2/11/14 xmcrEn. wmru: w.w ,we �°°�aw °•� °,° I ®I ®ICI `° "", CITY OF _ aim zos y 1 SECOND BM17TAAL ESM /15/14 sq ' • RENTON Fem,�w "y, wa seooa� 2 MYIAR SUBMRTAL ESM /12/14 GI 2 Watldrlp Days FiMors You Df0 www.eamcivil.com 01U1X" 811 CN° ``" I "�" ' I a�sm. g fii4!! °X "" DATUM PuCOe Wwb Pm),ct Wrwq,mml LaNSa %MUXaelun LXEfXFD: OTµ • *�vLL Planning /Building /Public Works Dept. IJl�tlse 0D.Mr,D.ORWA) C ESM JOB #1670- 004 -013 �QYALTc1Y'� /1A NO. REVISION BY DATE APPR svaom 0A0NT Aim ft] SCALE: 1" = 40' 40 20 0 40 60 CONSTRUCTION SEQUENCE NOTE: REFER TO WET SEASON PROVISIONS ON SHEET GR -02 FOR ADDITIONAL EROSION CONTROL MEASURES THAT ARE REQUIRED FOR WET WEATHER CONSTRUCTION (BETWEEN OCTOBER 1 AND APRIL 30). 1. SCHEDULE A PRE - CONSTRUCTION SEQUENCE WITH THE CITY OF RENTON. 2. PRE - CONSTRUCTION MEETING. 3. POST SIGN WITH NAME AND PHONE NUMBER OF T.E.S.C. SUPERVISOR (MAY BE CONSOLIDATED WITH THE REQUIRED NOTICE OF CONSTRUCTION SIGN). 4. FLAG OR FENCE CLEARING LIMITS. 5. INSTALL CATCH BASIN PROTECTION ON EXISTING STRUCTURES IF REQUIRED. 6- GRADE AND INSTALL CONSTRUCTION ENTRANCE(S)- 7. INSTALL PERIMETER PROTECTION (SILT FENCE, BRUSH BARRIER, ETC.). 8. EXCAVATE TESC POND AND INSTALL POND RISER OUTLET. 9. GRADE AND STABILIZE CONSTRUCTION ROADS. 10. 10 CONSTRUCT SURFACE WATER CONTROLS (INTERCEPTOR DIKES, PIPE SLOPE DRAINS, ETC.) SIMULTANEOUSLY WITH CLEARING AND GRADING FOR PROJECT DEVELOPMENT. 11. MAINTAIN EROSION CONTROL MEASURES IN ACCORDANCE WITH CITY OF RENTON STANDARDS AND MANUFACTURER'S RECOMMENDATIONS. 12. RELOCATE 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 RENTON EROSION AND SEDIMENT CONTROL STANDARDS. 13. COVER ALL AREAS THAT WILL BE UNWORKED FOR MORE THAN SEVEN DAYS DURING THE DRY SEASON OR TWO DAYS DURING THE WET SEASON WITH STRAW, WOOD FIBER MULCH, COMPOST, PLASTIC SHEETING OR EQUIVALENT. 14. STABILIZE ALL AREAS THAT REACH FINAL GRADE WITHIN SEVEN DAYS. 15. SEED OR SOD ANY AREAS TO REMAIN UNWORKED FOR MORE THAN 30 DAYS. 16. INSTALL STORM DRAINAGE SYSTEM WITH TEMPORARY CATCH BASIN PROTECTION. 17. EXCAVATE AND CONSTRUCT STORMWATER POND. 18. INSTALL ALL OTHER UTILITIES, CURB, GUTTER, SIDEWALK AND PAVING. 19. CLEAN DETENTION SYSTEM AS NECESSARY. 20. UPON COMPLETION OF THE PROJECT, ALL DISTURBED AREAS MUST BE STABILIZED AND BMPS REMOVED IF APPROPRIATE. 21. CDR INSPECTORS MAY REQUIRE ADDITIONAL TESC MEASURES /BMPS IN ORDER TO PREVENT OR LIMIT RUNOFF OFFSITE. R= 312906 CHECKED FOR COMPLIANCE TO CITY STANDARDS LaRosa GRADING & T.E.S.C. PLAN C D - 2 410 16 GR -01 r m a o � N AYE/ z z V w 0 0 o- a_ w N ee'0��r LPL J EROSION / SEDIMENTATION CONTROL NOTES 1. BEFORE ANY CONSTRUCTION OR DEVELOPMENT ACTIVITY OCCURS, A PRE - CONSTRUCTION MEETING MUST BE HELD WITH THE CITY OF RENTON. PUBLIC WORKS DESIGN ENGINEER. 2 ALL LIMITS OF CLEARING AND AREAS OF VEGETATION PRESERVATION AS PRESCRIBED ON THE PLAN(S) SHALL BE CLEARLY FLAGGED IN THE FIELD AND OBSERVED DURING CONSTRUCTION. 3. ALL REQUIRED SEDIMENTATION /EROSION CONTROL FACILITIES MUST BE CONSTRUCTED AND IN OPERATION PRIOR TO LAND CLEARING AND /OR CONSTRUCTION TO ENSURE THAT SEDIMENT LADEN WATER DOES NOT ENTER THE NATURAL DRAINAGE SYSTEM. ALL EROSION AND SEDIMENT FACILITIES SHALL BE MAINTAINED IN A SATISFACTORY CONDITION UNTIL SUCH TIME THAT CLEARING AND /OR CONSTRUCTION IS COMPLETE AND POTENTIAL FOR ON -SITE EROSION HAS PASSED. THE IMPLEMENTATION, MAINTENANCE, REPLACEMENT AND ADDITIONS TO EROSION /SEDIMENTATION CONTROL SYSTEMS SHALL BE THE RESPONSIBILITY OF THE PERMITEE. 4. THE EROSION AND SEDIMENTATION CONTROL SYSTEMS DEPICTED ON THIS DRAWING ARE INTENDED TO BE MINIMUM REQUIREMENTS TO MEET ANTICIPATED SITE CONDITIONS. AS CONSTRUCTION PROGRESSES AND UNEXPECTED OR SEASONAL CONDITIONS DICTATE, THE PERMITEE SHALL ANTICIPATE THAT MORE EROSION AND SEDIMENTATION CONTROL FACILITIES WILL BE NECESSARY TO ENSURE COMPLETE SILTATION CONTROL ON THE PROPOSED SITE. DURING THE COURSE OF CONSTRUCTION, IT SHALL BE THE OBLIGATION AND RESPONSIBILITY OF THE PERMITEE TO ADDRESS ANY NEW CONDITIONS THAT MAY BE CREATED BY THE ACTIVITIES AND TO PROVIDE ADDITIONAL FACILITIES, OVER AND ABOVE MINIMUM REQUIREMENTS, AS MAY BE NEEDED, TO PROTECT ADJACENT PROPERTIES AND WATER QUALITY OF THE RECEIVING DRAINAGE SYSTEM. 5. APPROVAL OF THIS PLAN IS FOR EROSION /SEDIMENTATION CONTROL ONLY. IT DOES NOT CONSTITUTE AN APPROVAL OF STORM DRAINAGE DESIGN, SIZE NOR LOCATION OF PIPES, RESTRICTORS, CHANNELS, OR RETENTION FACILITIES. 6. DURING THE TIME PERIOD OF OCTOBER 1ST THROUGH APRIL 30TH, ALL PROJECT DISTRIBUTED SOIL AREAS GREATER THAN 5,000 SQUARE FEET, THAT ARE TO BE LEFT UN- WORKED FOR MORE THAN 12 HOURS, SHALL BE COVERED BY MULCH, SODDING OR PLASTIC COVERING. 7. IN ANY AREA WHICH HAS BEEN STRIPPED OF VEGETATION AND WHERE NO FURTHER WORK IS ANTICIPATED FOR A PERIOD 30 DAYS OR MORE, ALL DISTURBED AREAS MUST BE IMMEDIATELY STABILIZED WITH MULCHING, GRASS PLANTING OR OTHER APPROVED EROSION CONTROL TREATMENT APPLICABLE TO THE TIME OF YEAR. GRASS SEEDING ALONE WILL BE ACCEPTABLE ONLY DURING THE MONTHS OF APRIL THROUGH SEPTEMBER, INCLUSIVE. SEEDING MAY PROCEED, HOWEVER, WHENEVER IT IS IN THE INTEREST OF THE PERMITEE, BUT MUST BE AUGMENTED WITH MULCHING, NETTING OR OTHER TREATMENT APPROVED BY THE CITY OF RENTON, OUTSIDE THE SPECIFIED TIME PERIOD. 8. FOR ALL EROSION /SEDIMENTATION CONTROL PONDS WHERE THE DEAD STORAGE DEPTH EXCEEDS 6 INCHES, A FENCE IS REQUIRED WITH A MINIMUM HEIGHT OF THREE (3) FEET, 3:1 SIDE SLOPES. 9. A TEMPORARY GRAVEL CONSTRUCTION ENTRANCE, 24 FEET X 50 FEET X 6 INCHES OF 4 TO 6 INCH QUARRY SPALLS SHALL BE LOCATED AT ALL POINTS OF VEHICULAR INGRESS AND EGRESS TO THE CONSTRUCTION SITE. 10. THE SOIL MOISTURE HOLDING CAPACITY OF ALL NEW PERVIOUS SURFACES THAT AT PROJECT COMPLETION WILL NOT BE COVERED BY IMPERVIOUS SURFACE OR INCORPORATED INTO A DRAINAGE FACILITY MUST BE PROTECTED. THE DUFF LAYER AND NATIVE TOPSOIL SHALL BE RETAINED IN AN UNDISTURBED STATE TO MAXIMUM EXTENT FEASIBLE. 11. ANY DUFF LAYER OR TOPSOIL REMOVED DURING GRADING SHALL BE STOCKPILED ONSITE IN A DESIGNATED, CONTROLLED AREA NOT ADJACENT TO PUBUC RESOURCES AND CRITICAL AREAS. THE MATERIAL SHALL BE REAPPLIED TO OTHER PORTION OF THE SITE WHERE FEASIBLE. 12. THE SOIL IN ANY AREA THAT HAS BEEN COMPACTED OR THAT HAS HAD SOME OR ALL OF THE DUFF LAYER OR UNDERLYING TOPSOIL REMOVED SHALL BE AMENDED TO MITIGATE FOR LOSS OF MOISTURE- HOLDING CAPACITY. THE AMENDMENT SHALL TAKE PLACE BETWEEN MAY 1 AND OCTOBER 1. REPLACED TOPSOIL SHALL BE A MINIMUM 8" THICK. REPLACED TOPSOIL SHALL HAVE ORGANIC MATTER CONTENT BETWEEN 8% AND 13% DRY WEIGHT AND A pH SUITABLE FOR THE PROPOSED LANDSCAPE PLANTS. Cd 2 Workhp Dqs Ww* You Cb 811 UWlie� IMIdMQ81 L.oeaYoll Cwler m,MrM,CRWA) ..I WI, WA88003 www.esmcivil.com ci.1 w"a snn+�y lu,a nan. Fueo"F"aww""�"° I we/M uvwpm"m I lana.ca» n�0icnxacwn ESM JOB #1670- 004 -013 WET SEASON PROVISIONS NOTE: THE FOLLOWING MEASURES ARE REQUIRED FOR CONSTRUCTION DURING THE WET SEASON (OCTOBER 1 - APRIL 30) IN ADDITION TO THE STANDARD TESC MEASURES. 1. THE ALLOWED TIME THAT A DISTURBED AREA MAY REMAIN UNWORKED WITHOUT COVER MEASURES IS REDUCED TO TWO CONSECUTIVE WORKING DAYS, RATHER THAN SEVEN (SECTION D.3.2). 2. STOCKPILES AND STEEP CUT AND FILL SLOPES ARE TO BE PROTECTED IF UNWORKED FOR MORE THAN 12 HOURS (SECTION D.3.2). 3. COVER MATERIALS SUFFICIENT TO COVER ALL DISTURBED AREAS SHALL BE STOCKPILED ON SITE (SECTION D.3.2). 4. ALL AREAS THAT ARE TO BE UNWORKED DURING THE WET SEASON SHALL BE SEEDED WITHIN ONE WEEK OF THE BEGINNING OF THE WET SEASON (SECTION D.3.2.5). 5. MULCH IS REQUIRED TO PROTECT ALL SEEDED AREAS (SECTION D.3.2.1). 6. FIFTY LINEAR FEET OF SILT FENCE (AND THE NECESSARY STAKES) PER ACRE OF DISTURBANCE MUST BE STOCKPILED ON SITE (SECTION D.3.3.1). 7. CONSTRUCTION ROAD AND PARKING LOT STABILIZATION ARE REQUIRED FOR ALL SITES UNLESS THE SITE IS UNDERLAIN BY COARSE - GRAINED SOIL (SECTION D.3.4.2). 8. SEDIMENT RETENTION IS REQUIRED UNLESS NO OFFSITE DISCHARGE IS ANTICIPATED FOR THE SPECIFIED DESIGN FLOW (SECTION D.3.5). 9. SURFACE WATER CONTROLS ARE REQUIRED UNLESS NO OFFSITE DISCHARGE IS ANTICIPATED FOR THE SPECIFIED DESIGN FLOW (SECTION D.3.6). 10. PHASING AND MORE CONSERVATIVE BMPS MUST BE EVALUATED FOR CONSTRUCTION ACTIVITY NEAR THE SURFACE WATERS (SECTION D.5.3). 11. ANY RUNOFF GENERATED BY DEWATERING MAY BE REQUIRED TO DISCHARGE TO THE SANITARY SEWER (WITH APPROPRIATE DISCHARGE AUTHORIZATION), PORTABLE SAND FILTER SYSTEMS, OR HOLDING TANKS. 12. THE FREQUENCY OF MAINTENANCE REVIEW INCREASES FROM MONTHLY TO WEEKLY (SECTION D.5.4). CONDITIONS FOR WET SEASON CONSTRUCTION 1. ANY CONSTRUCTION THAT WILL RESULT IN DISTURBED AREAS ON OR WITHIN A CRITICAL AREA OR ASSOCIATED BUFFER, SHALL BE SUBJECT TO THE "CRITICAL AREA RESTRICTIONS" CONTAINED IN THE ESC STANDARDS. THESE PROVISIONS INCLUDE PHASING THE PROJECT WHENEVER POSSIBLE SO THAT CONSTRUCTION IN THESE AREAS IS LIMITED TO THE DRY SEASON. 2. DURING CONSTRUCTION, ESC PLANS SHALL BE REVISED AS NECESSARY BY THE ESC SUPERVISOR OR AS DIRECTED BY THE CITY TO ADDRESS CHANGING SITE CONDITIONS, UNEXPECTED STORM EVENTS, OR NON- COMPLb1NCE WITH THE ESC PERFORMANCE CRITERIA IN SECTION D.4.1 (P. D -69). IF NON- COMPUAWCE WITH THE ESC PERFORMANCE CRITERIA OCCURS, THE PLAN MUST BE UPDATED WITHIN 48 HOURS (FAILURE TO DO SO COULD RESULT IN A "STOP WORK" ORDER AS DETERMINED BY THE CITY INSPECTOR) OF INSPECTIONS OR INVESTIGATIONS. IMPLEMENTATION OF THE ONSITE CHANGES MUST OCCUR WITHIN 5 DAYS. 3. ALL ESC MEASURES SHALL BE MAINTAINED AND REVIEWED ON A REGULAR BASIS AS PRESCRIBED IN THE MAINTENANCE REQUIREMENTS FOR EACH BMP AND IN THIS SECTION. THE ESC SUPERVISOR SHALL REVIEW THE SITE AT LEAST WEEKLY DURING THE WET SEASON, AND WITHIN 24 HOURS OF SIGNIFICANT STORMS. IN GENERAL, A SIGNIFICANT STORM IS ONE WITH MORE THAN 0.5 INCHES OF RAIN IN 24 HOURS OR LESS. THE CITY MAY REQUIRE THAT A WRITTEN RECORD OF THESE REVIEWS BE KEPT ON SITE WITH COPIES SUBMITTED TO THE CITY WITHIN 48 HOURS. 0 FIRST SUBMBTAL I ESM 2/11/14 I I NIS 1 SECOND SUBMITTAL ESM /15/14 I 2 " -3" THICK; 2 -3 ofs m. 2 MYLAR SUBMITTAL ESM /12/14 AND COARSE MATERIAL 2 -3 TONS PER ACRE GENERALLY REQUIRES GREATER THICKNESS THAN Draw": Q BLOWN STRAW. STRAW SHOULD BE CRIMPED TO AVOID WIND BLOW. THE THICKNESS OF STRAW �, nu sew F XO! pE IMW �JEOL01mM0.Y NO. REVISION BY DATE APPR �rxonu MULCH STANDARDS AND GUIDELINES MULCH QUALITY APPLICATION MATERIAL STANDARDS RATES REMARKS STRAW AIR - DRIED; FREE FROM 2 " -3" THICK; 2 -3 COST- EFFECTIVE PROTECTION WHEN APPLIED UNDESIRABLE SEED BALES PER 1000 SF OR WITH ADEQUATE THICKNESS. HAND- APPLICATION AND COARSE MATERIAL 2 -3 TONS PER ACRE GENERALLY REQUIRES GREATER THICKNESS THAN BLOWN STRAW. STRAW SHOULD BE CRIMPED TO AVOID WIND BLOW. THE THICKNESS OF STRAW MAY BE REDUCED BY HALF WHEN USED IN CONJUNCTION WITH SEEDING. WOOD FIBER NO GROWTH INHIBITING APPROX. 25 -30 LBS SHALL BE APPLIED WITH HYDROMULCHER. SHALL CELLULOSE FACTORS PER 1000 SF OR NOT BE USED WITHOUT SEED AND TACKIRER 1000 -1500 LBS PER UNLESS THE APPLICATION RATE IS AT LEAST ACRE DOUBLED. SOME WOOD FIBER WITH VERY LONG FIBERS CAN BE EFFECTIVE AT LOWER APPLICATION RATES AND WITHOUT SEED OR TACKIFIER. COMPOST NO VISIBLE WATER OR 2" THICK MIN.; MORE EFFECTIVE CONTROL CAN BE OBTAINED BY DUST DURING APPROX. 100 TONS INCREASING THICKNESS TO 3 ". EXCELLENT HANDLING. MUST BE PER ACRE (APPROX. MULCH FOR PROTECTING FINAL GRADES UNTIL PURCHASED FROM 800 LBS PER YARD) LANDSCAPING BECAUSE IT CAN BE DIRECTLY SUPPLIER WITH SOLID SEEDED OR TILLED INTO SOIL AS AN WASTE HANDLING AMENDMENT. SOURCES FOR COMPOST ARE PERMIT. AVAILABLE FROM THE KING COUNTY COMMISSION FOR MARKETING RECYCLABLE MATERIALS AT (206) 296 -4439. CHIPPED SITE AVERAGE SIZE SHALL 2" MINIMUM THIS IS A COST- EFFECTIVE WAY TO DISPOSE OF VEGETATION BE SEVERAL INCHES. THICKNESS DEBRIS FROM CLEARING AND GRUBBING, AND IT ELIMINATES THE PROBLEMS ASSOCIATED WITH BURNING. GENERALLY, IT SHOULD NOT BE USED ON SLOPES ABOVE APPROX. 10% BECAUSE OF ITS TENDENCY TO BE TRANSPORTED BY RUNOFF. IT IS NOT RECOMMENDED WITHIN 200 FEET OF SURFACE WATERS. IF SEEDING IS EXPECTED SHORTLY AFTER MULCH, THE DECOMPOSITION OF THE CHIPPED VEGETATION MAY TIE UP NUTRIENTS IMPORTANT TO GRASS ESTABLISHMENT. CITY OF RENTON DATUM Planning /Building /Public Works Dept. R- 372907 CHECKED FOR,�//COMPUANCE TO CITY STANDARDS G. A S•i5 ?°i)G s s LaRosa GRADING & T.E.S.C. DETAILS & NOTES CID' y r a A O o y J9 1 w N Q cu Z Or- V W / 0 V O `1�Y a J i alRaw.R1lYncwwLVYIVD MFOR(EAYWIIGMYLm •W[ 1p(IIOBYwlIAIA� AFFNMYmYwli f. MOIIOIIfF! 1.1. aTFENOEWYEUJEN100Wa0PE OFALLONgMpEONFAg 12 aTFapzrxorNlecmrorEAravJ�nlwTl�gnNS ,xuLMNleomromFATYSprwmanNauxrpaF wepAwFLay. wNYG011f811MTEDROYIal0e1 E CONIEYFDTNMIOHTIEgWXME6Y01E11MAEDIYExrTMPORPo IO. s OMIMIAMNM1gA1L11M11plELelG1Me 21. TIEEDIFYIIEUp ®YOpFYETTEFFAMWO11HiEa p9LpF. ACOF/ OFIE WY,FACILP6i9 FA0RCpDECFIGTgNOMOpr OE awNrclNlartc I.+NDaY ]IfNNM M9lM _ - mnwar,l MAA,A - sMeg111RMRaaa.az su1YArYSawmvaclvolc n�oar tla xuu. WWW.eSmcivil.com 1511FIEMr1ED MNE FBIL£ 1 wn9111MEmAO1iN 1 11. 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KCL L A 410 ).95, BENSON RD S / / PROPOSED MONUMENT 0087000021 \ moo\ 0087000029 2 MYLAR SUBMITTAL NC. 20 8' DEDICATED R/W �e c � � � Aar 0087000028 REVISION 26' PRIVATE :ESS EASEMENT 16 • r Fio � 6387000050 7 GINEE RS LLC ® Sn 3300081 "AVenlm OUt S 1 ®1 1w i sane z9' Fe .ral Way. WA 98003 ,mnu Mr (ss� ex-euo www.esmcivil.comE^ yy �re aa: -:are G.il EnWlne"rtna Lam sorvarmg Lana .. n Public oM1S I Project Management Lan GacaPo kcaBwture ESM JOB #1670- 004 -013 0087000021 \ moo\ 0087000029 2 MYLAR SUBMITTAL NC. 20 8' DEDICATED R/W �e c � � � Aar 0087000028 REVISION 26' PRIVATE :ESS EASEMENT 16 • r Fio � 6387000050 7 3378100060 3378100050 $ \. yy sD r11LLTJP ;- l�l�rrr� PROPOSED STORM DRAIN 10 UT TY 331 310 EASEMENT s'\ L PROPOSED SANITARY SEWER w - 28TH STREET UTILITY CROSSING TABLE O (RESIDENTIAL ACCESS) _1 425.28, 12 "0 ® I.E. (WA) 436.62, 8 "0 . CR. (S.S.) 422.31, 8 "0 CR. (S.D.) 436.27, 12 "0 O I.E. (S.D.) 425.14, 12 "0 Og I.E. (S.D.) 436.22, 12 "0 CR. (S.S.) 423.87, 8 "0 CR. (S.S.) 432.12, 8 "4 is .: is •u, ". I.E. (S.D.) � 18 "0 10 I.E. (WA) 446.53, 8 "4 20' POWER EASEMENT .� 1 424.57, RECORDING NO. 5485481 \ J 13 12 "0 ® I.E. (WA) 428.58, 8.0 11 I.E. 9 \ 3378100110 CR. (S.S.) 424.87, 8.0 C INT'X CR. (S.S.) 441.70, 8.0 15 +40.70, S 28TH REEF (WA) 428.52, 8 "0 "2 Q —STA = STA. 2 +59.49, HIGH A S \ (S.D.) 427.65, 18 CR. (S.S.) 443.43, 8 © I.E. (S.D.) 429.28, 12 "4 13 I.E. (WA) 449.43, 8 "4 (S.S.) 426.89, 14 10 (S.S.) 446.17, 8 "0 kCR. 15 F ENTON LUA -9, 8 132LLA 2000060600004 0087000066 11 0087000067 N ESM 02/11/14 w"�`�' scar•: "♦w ,vee N/15/14 n CITY OF • . A Xg22Q'R.4: NW 198JI1991 "'''� ESM /15/14 9ESaxm i X40 ESM 05/12/14 era R E N TO N 9w m: ER oxs wcx ' DATUM `.. µ ql If .T NOi R'I �LSE 1. I Planning /Building /Public Works Dept. BY DATE APPR -a —: �"LE ACC0P01N1'-T SCALE: 1” = 40' 40 20 0 40 80 STORM NOTES: 1. SINGLE FAMILY RESIDENCES AND OTHER IMPROVEMENTS CONSTRUCTED ON LOTS CREATED BY THIS SUBDIVISION MUST IMPLEMENT FLOW CONTROL BMPS, UNLESS CONSTRUCTED AS PART OF THIS SUBDIVISION. COMPLIANCE WITH THIS REQUIREMENT WILL BE ADDRESSED IN THE DRAINAGE PLAN SUBMITTED FOR RESIDENTIAL BUILDING PERMIT DRAINAGE REVIEW WHEN APPLICATION IS MADE FOR A SINGLE FAMILY RESIDENTIAL BUILDING PERMIT FOR EACH LOT 2. FLOW CONTROL BMPS CONSTRUCTED ON THE LOTS SHALL BE OPERATED MAINTAINED AND KEPT IN GOOD REPAIR BY EACH LOT OWNER. 3. STORM DRAINAGE MAINS SHALL BE VIDEOED FOLLOWING INSTALLATION. VIDEO TO BE PROVIDED TO CITY INSPECTOR. 4. PROVIDE ETHAFOAM PAD WHEN VERTICAL SEPARATION IS LESS THAN 1 FOOT. R- 312909 CHECKED FOR COMPLIANCE TO CITY STANDARDS LaRosa 05/12/201 COMPOSITE UTILITY PLAN v♦cE ov♦•xc elo UT -01 d r G O a � `N^ LEGEND sD PROPOSED STORM DRAIN s PROPOSED SANITARY SEWER w PROPOSED WATER MAIN UTILITY CROSSING TABLE O I.E. (S.D.) 425.28, 12 "0 ® I.E. (WA) 436.62, 8 "0 . CR. (S.S.) 422.31, 8 "0 CR. (S.D.) 436.27, 12 "0 O I.E. (S.D.) 425.14, 12 "0 Og I.E. (S.D.) 436.22, 12 "0 CR. (S.S.) 423.87, 8 "0 CR. (S.S.) 432.12, 8 "4 O I.E. (S.D.) 424.87, 18 "0 10 I.E. (WA) 446.53, 8 "4 CR. (S.S.) 424.57, 8.0 CR. (S.D.) 446.34, 12 "0 ® I.E. (WA) 428.58, 8.0 11 I.E. (S.D.) 445.28, 12 "0 CR. (S.S.) 424.87, 8.0 CR. (S.S.) 441.70, 8.0 O I.E. (WA) 428.52, 8 "0 "2 Q I.E. (WA) 447.55, 8 "0 "4 CR. (S.D.) 427.65, 18 CR. (S.S.) 443.43, 8 © I.E. (S.D.) 429.28, 12 "4 13 I.E. (WA) 449.43, 8 "4 (S.S.) 426.89, 8 "6 CR. (S.S.) 446.17, 8 "0 kCR. Oj I.E. (WA) 433.69, 8 "O "4 14 I.E. (S.D.) 448.14, 12 "0 CR. (S.S.) 429.95, 8 CR. (S.S.) 446.24, 8 "0 CR. = CROWN ELEVATION R- 312909 CHECKED FOR COMPLIANCE TO CITY STANDARDS LaRosa 05/12/201 COMPOSITE UTILITY PLAN v♦cE ov♦•xc elo UT -01 d r G O a � `N^ W a z U W 7 O a y d r� o� w N ALLOWABLE PIPE MATERIALS 1. REINFORCED CONCRETE PIPE 2. DUCTILE IRON (WATER SUPPLY, CLASS 50 OR 52) 3. SOLID WALL POLYETHYLENE PIPE (SWPE; ALSO KNOWN AS HDPE PIPE OR HOPP) 4. CORRUGATED POLYETHYLENE PIPE (CPEP) 430 410 405 414.2 Fo �r -YLI SD CULVERT, W /TRASH RACK STA 30 +22.31, 25.17' LT T� CB #2A SEE SHI 41 S A PORTION OF THE NW 1/4 OF SECTION 29, TWP. 23 N., RGE. 5 E, KING COUNTY, WA TRACT A EXISTING POWER TO BE RELOCATED (STORM DRAINAGE) SEE SHILTER MANHOLE CB /�� ]1�:- �j SEE SHEET PN -01 SHEET PN -01 EXISTING SEWER �� �- EXISTING WATER gyp, 0 / FP\- CB /1, TYPE 2 -41 0 W /SOLID LOCKING LID STA 30 +67.82, 26.00' LT ROAD TRANSITION STA. 30 +63.99, -21.50 LT. EL.= 416.45' BEGIN SIDEWALK IMPROVEMENTS STA =30 +33.97, 25.67' LT. BEGIN ROAD IMPROVEMENTS STA. =30 +20.00, 18.70' LT. 0087000006 0087000007 43 LF. 18 "m SO I SD CULVERT ! T W/TRASH RACK. IE= 412:86, 18 � 30 +00 TG= 417.28 1 IE= 413.72 18 "0 IE= 413.72 18 "m `_"" 33°°9315AwnueSo9,5 ®I ®I I Suite 205 ..-- ++r+�� ^'u-^^.- FeCa Way. WA 99003 Cdl 2 Da Bd"e You Workklp Ye Dig www.esmcivll.com I•_,,,,, 811« UliYes UXWWa ld Localon Center ODOT ,ORWAJ ESM JOB #1670- 004 -013 EXISTING GRADE �. � � Ii'N!pl!!%�117 •� �/.t ���t' vyll��iN�' 1 1 / 1 {•N�Ii 4� LF, 1 Z2.65J 423.82 a 424.96) 426.1 J 42714-/ J 43p.78J 429.57 32 +00 33 +00� REMOVE EX 428.3 PROPOSED ASPHALT e SD CULVERT 3 IN R/W FO FO FO FO FO -- - - - - -- -- -------- ------------ P P P P G 0087000005 I i I I i i i I 31 +00 0 FIRST SUBMDTAL 1 SECOND SUBMIIT/ 2 my-AR SUBMITTAL NO. REVISION 115, TYPE 1 IC8 �B, TYPE 2- 48 "m�8, TYPE 2 -48 "m 32 +70.36, 20.72' LT STA 10 +34.97, 18.58' LT CL INT'X STA 33 +40.95, 1 = STA. 10 +00.0 KCl l A - 4JOB40C7 CB BENSON ROAD S (MINOR ARTERIAL) S 28TH STREET (SEE SHEET RD -03; i 7 i i i O b Np N � b 37 LF. 18 "0 SD G` i / 4 JI � al w TRACT y B � S E SHEET RD -06 FOR ADA & CURB RETURN INFORMATION _ 10 - ..._._ 0 O 0 - 434.35 435.351 Q CDC 341 �w REMOVE EX I LLI LU SD CULVERT 1 Z = U) jJw -FO -1=w CD GI G -I Vr I� I I -- "' -' 0087000019 0087000021 /7, TYPE 2 -48 "m CB /8, TYPE 2 -48 "0 iRU -CURB INLET STA 33 +88.95, 20.72' LT 10 +34.97, 18.58' RT = alvy 'U +Uv.vU, b zalm bi ELEV: 32.98 33 LF, 12 m SD I J 430 435 ®s =1os XISTING GRADE ®rE - 0 4z 430 o i - 37 LF I�18 "m,SD ' i 64 LF• 18 "� =1. : 1 � 't N 10 Co 0 2 _ -Le T- cl I I LF, 12 " SDI CB 8 TYRE 2 -48 "m w S= 0.50% ! TG= 435.401 w IE= 430.40 X12 "m SE I Z 415 4 IE= 430.40 112 "m NW 1751� PE 1 ` = LLI E= 2 $32 12 "0 N � 0 Q 410 415 s TYPE z -as "m ce 7 TYPEI 2-48 "0 TG= 431.781 /THRU -CUB INLET IE= 426.01 118 "OSE G= 432.05 IE= 426.01 18 "0 NW E= 426.38 1$ "m NE E= 426.88 1 m SE 405 410 1 CR Y TYPE 9 -4R "m E= 426.38 1 "m NW 32 +00 ESM 2/11/14^°' ESM 4/15/14 oe5wxm. ESM 5/12/14 oww: .E Q Aik BY DATE APPR �o,m: IE= 42$.07 12 "0 S IE= 42.57 18 "0 S IE= 424.07 24 "0 N 33 +00 CITY OF 1.��. X�I899TV w9 ,93�nW, .� RENTON °XE NBx DATUM AT rVT Planning /Building /Public Works Dept. v xoT ore ixw Yl1E /2CRpIGLy 34 +00 C] SCALE: 1 - =20' HORI2. 1 " =5' VERT. 20 10 0 20 40 R -37291 435 41 CHECKED FOR COMPLIANCE TO CITY STANDARDS s /is /r9 LaRosa os /t2/zot ROAD AND STORM PLAN AND PROFILE vice RD 01 r m a y+ 0 0 =a � J NOTES: 1. SEE SHEET RW -01 FOR HORIZONTAL CURVE DATA. 2. EXISTING DRY UTILITIES SHALL BE REMOVED OR RELOCATED BY THE APPROPRIATE UTILITY COMPANIES AND COORDINATED WITH THE CONTRACTOR. NOTIFY THE ENGINEER OF ANY DISCREPANCIES. 3. CONTRACTOR SHALL RECORD ANY FIELD DEVIATION FROM THE ENGINEERING PLANS. THESE RECORDS SHALL BE KEPT ON CONSTRUCTION DRAWINGS AND TURNED OVER TO THE ENGINEER UPON COMPLETION OF THE PROJECT. 4. STREET NAME SIGNS AND STOP SIGNS TO BE INSTALLED PER CITY OF RENTON STANDARDS G012 & G013. FINAL LOCATIONS TO BE DETERMINED DURING CONSTRUCTION BY THE CITY. SIGNS WILL NEED TO z N BE INSTALLED PRIOR TO AS- BUILTS AND COMPLETION 0 OF CONSTRUCTION. U fY w I.L 5. ALL TRENCH RESTORATION SHALL BE PER THE a J CURRENT CITY OF RENTON TRENCH RESTORATION AND STREET OVERLAY DETAIL. 6. STORM DRAINAGE MAINS SHALL BE VIDEOED FOLLOWING INSTALLATION. VIDEO TO BE PROVIDED TO CITY INSPECTOR. 7. PROVIDE ETHAFOAM PAD WHEN VERTICAL SEPARATION IS LESS THAN 1 FOOT. ALLOWABLE PIPE MATERIALS 1. REINFORCED CONCRETE PIPE 2. DUCTILE IRON (WATER SUPPLY, CLASS 50 OR 52) 3. SOLID WALL POLYETHYLENE PIPE (SWPE; ALSO KNOWN AS HDPE PIPE OR HOPP) 4. CORRUGATED POLYETHYLENE PIPE (CPEP) 430 410 405 414.2 Fo �r -YLI SD CULVERT, W /TRASH RACK STA 30 +22.31, 25.17' LT T� CB #2A SEE SHI 41 S A PORTION OF THE NW 1/4 OF SECTION 29, TWP. 23 N., RGE. 5 E, KING COUNTY, WA TRACT A EXISTING POWER TO BE RELOCATED (STORM DRAINAGE) SEE SHILTER MANHOLE CB /�� ]1�:- �j SEE SHEET PN -01 SHEET PN -01 EXISTING SEWER �� �- EXISTING WATER gyp, 0 / FP\- CB /1, TYPE 2 -41 0 W /SOLID LOCKING LID STA 30 +67.82, 26.00' LT ROAD TRANSITION STA. 30 +63.99, -21.50 LT. EL.= 416.45' BEGIN SIDEWALK IMPROVEMENTS STA =30 +33.97, 25.67' LT. BEGIN ROAD IMPROVEMENTS STA. =30 +20.00, 18.70' LT. 0087000006 0087000007 43 LF. 18 "m SO I SD CULVERT ! T W/TRASH RACK. IE= 412:86, 18 � 30 +00 TG= 417.28 1 IE= 413.72 18 "0 IE= 413.72 18 "m `_"" 33°°9315AwnueSo9,5 ®I ®I I Suite 205 ..-- ++r+�� ^'u-^^.- FeCa Way. WA 99003 Cdl 2 Da Bd"e You Workklp Ye Dig www.esmcivll.com I•_,,,,, 811« UliYes UXWWa ld Localon Center ODOT ,ORWAJ ESM JOB #1670- 004 -013 EXISTING GRADE �. � � Ii'N!pl!!%�117 •� �/.t ���t' vyll��iN�' 1 1 / 1 {•N�Ii 4� LF, 1 Z2.65J 423.82 a 424.96) 426.1 J 42714-/ J 43p.78J 429.57 32 +00 33 +00� REMOVE EX 428.3 PROPOSED ASPHALT e SD CULVERT 3 IN R/W FO FO FO FO FO -- - - - - -- -- -------- ------------ P P P P G 0087000005 I i I I i i i I 31 +00 0 FIRST SUBMDTAL 1 SECOND SUBMIIT/ 2 my-AR SUBMITTAL NO. REVISION 115, TYPE 1 IC8 �B, TYPE 2- 48 "m�8, TYPE 2 -48 "m 32 +70.36, 20.72' LT STA 10 +34.97, 18.58' LT CL INT'X STA 33 +40.95, 1 = STA. 10 +00.0 KCl l A - 4JOB40C7 CB BENSON ROAD S (MINOR ARTERIAL) S 28TH STREET (SEE SHEET RD -03; i 7 i i i O b Np N � b 37 LF. 18 "0 SD G` i / 4 JI � al w TRACT y B � S E SHEET RD -06 FOR ADA & CURB RETURN INFORMATION _ 10 - ..._._ 0 O 0 - 434.35 435.351 Q CDC 341 �w REMOVE EX I LLI LU SD CULVERT 1 Z = U) jJw -FO -1=w CD GI G -I Vr I� I I -- "' -' 0087000019 0087000021 /7, TYPE 2 -48 "m CB /8, TYPE 2 -48 "0 iRU -CURB INLET STA 33 +88.95, 20.72' LT 10 +34.97, 18.58' RT = alvy 'U +Uv.vU, b zalm bi ELEV: 32.98 33 LF, 12 m SD I J 430 435 ®s =1os XISTING GRADE ®rE - 0 4z 430 o i - 37 LF I�18 "m,SD ' i 64 LF• 18 "� =1. : 1 � 't N 10 Co 0 2 _ -Le T- cl I I LF, 12 " SDI CB 8 TYRE 2 -48 "m w S= 0.50% ! TG= 435.401 w IE= 430.40 X12 "m SE I Z 415 4 IE= 430.40 112 "m NW 1751� PE 1 ` = LLI E= 2 $32 12 "0 N � 0 Q 410 415 s TYPE z -as "m ce 7 TYPEI 2-48 "0 TG= 431.781 /THRU -CUB INLET IE= 426.01 118 "OSE G= 432.05 IE= 426.01 18 "0 NW E= 426.38 1$ "m NE E= 426.88 1 m SE 405 410 1 CR Y TYPE 9 -4R "m E= 426.38 1 "m NW 32 +00 ESM 2/11/14^°' ESM 4/15/14 oe5wxm. ESM 5/12/14 oww: .E Q Aik BY DATE APPR �o,m: IE= 42$.07 12 "0 S IE= 42.57 18 "0 S IE= 424.07 24 "0 N 33 +00 CITY OF 1.��. X�I899TV w9 ,93�nW, .� RENTON °XE NBx DATUM AT rVT Planning /Building /Public Works Dept. v xoT ore ixw Yl1E /2CRpIGLy 34 +00 C] SCALE: 1 - =20' HORI2. 1 " =5' VERT. 20 10 0 20 40 R -37291 435 41 CHECKED FOR COMPLIANCE TO CITY STANDARDS s /is /r9 LaRosa os /t2/zot ROAD AND STORM PLAN AND PROFILE vice RD 01 r m a y+ 0 0 =a � J ALLOWABLE PIPE MATERIALS 1. REINFORCED CONCRETE PIPE 2. DUCTILE IRON (WATER SUPPLY, CLASS 50 OR 52) 3. SOLID WALL POLYETHYLENE PIPE (SWPE; ALSO KNOWN AS HDPE PIPE OR HDPP) 4. CORRUGATED POLYETHYLENE PIPE (CPEP) 440 A PORTION OF THE NW 1/4 OF SECTION 29, TWP. 23 N., RGE. 5 E, KING COUNTY, WA 21 \ I 0067000021 REMOVE EXISTING \ STORM CULVERT rREMOVE EXISTING WATER 78 ® MAIN F0 , —Fe 34 +00 axoo em nm�ua soum I ®� ®��� Feaeml Way, wn seooa ww.emchAI.com ( ) (anlw- i U �° �n ESM JOB #1670- 004 -013 NOTES: 35 +00 0 FIRST SUBMITTAL 1. SEE SHEET RW -01 FOR HORIZONTAL CURVE DATA. 2 MYLAR SUBMITTAL • CO 2. EXISTING DRY UTILITIES SHALL BE REMOVED OR IE= 441.00, 6'0 RELOCATED BY THE APPROPRIATE UTILITY COMPANIES YD AND COORDINATED WITH THE CONTRACTOR. NOTIFY IE= 438.24, 6 "0 8' SIDEWALK THE ENGINEER OF ANY DISCREPANCIES. 3. CONTRACTOR SHALL RECORD ANY FIELD DEVIATION FROM THE ENGINEERING PLANS. THESE RECORDS SHALL BE KEPT ON CONSTRUCTION DRAWINGS AND TURNED OVER TO THE ENGINEER UPON COMPLETION OF THE PROJECT. 4. STREET NAME SIGNS AND STOP SIGNS TO BE INSTALLED PER CITY OF RENTON STANDARDS 6012 & GO13. FINAL LOCATIONS TO BE DETERMINED DURING Q0 CONSTRUCTION BY THE CITY. SIGNS WILL NEED TO z N BE INSTALLED PRIOR TO AS— BUILTS AND COMPLETION 0 OF CONSTRUCTION. 0 F u It ° cu 5. ALL TRENCH RESTORATION SHALL BE PER THE 01 a J CURRENT CITY OF RENTON TRENCH RESTORATION +1 AND STREET OVERLAY DETAIL. r 9 Cif 6. STORM DRAINAGE MAINS SHALL BE VIDEOED FOLLOWING INSTALLATION. VIDEO TO BE PROVIDED TO 0 Q CITY INSPECTOR. F 7. PROVIDE ETHAFOAM PAD WHEN VERTICAL SEPARATION H IS LESS THAN 1 FOOT. WWI 2 I �ZI W JI � I v�l QI I I I ALLOWABLE PIPE MATERIALS 1. REINFORCED CONCRETE PIPE 2. DUCTILE IRON (WATER SUPPLY, CLASS 50 OR 52) 3. SOLID WALL POLYETHYLENE PIPE (SWPE; ALSO KNOWN AS HDPE PIPE OR HDPP) 4. CORRUGATED POLYETHYLENE PIPE (CPEP) 440 A PORTION OF THE NW 1/4 OF SECTION 29, TWP. 23 N., RGE. 5 E, KING COUNTY, WA 21 \ I 0067000021 REMOVE EXISTING \ STORM CULVERT rREMOVE EXISTING WATER 78 ® MAIN F0 , —Fe SAWCUT LINE c � � I � W CB /10, TYPE 1 STA 36 +26.71, 20.72' 8' DEDICATED R/W 0 0 0 36 +00 ROADWAY TRANSITION STA. =36 +28.71, 21.50' LT. 41 LF, 12 "0 SD\ r16 END OF SIDEWALK FSTA. =36 +50.74, 38.00' LT. "p FO FO FO FO FO P — P- REMOV c c c c STORM it OIL \ CB /9, TYPE 1 STA 34 +96.03, 20.72' LT 0087000029 EXISTING (GRADE ® rL 0087000028 BENSON ROAD S (MINOR ARTERIAL) T — — n F.i1z "m_sD ^�M -�-- Cd 2 Waft Days Beoe You Dp 811 Ulnae Lhda Wvu d LoosSon Cwdw 0D,MrrD,0KWA) 34 +00 axoo em nm�ua soum I ®� ®��� Feaeml Way, wn seooa ww.emchAI.com ( ) (anlw- i U �° �n ESM JOB #1670- 004 -013 tMogM y ♦ 5,� G /S1E1� s�ONALEIF+�5,p,tiO� 35 +00 0 FIRST SUBMITTAL 1 SECOND SUBM ITTP 2 MYLAR SUBMITTAL • CO TG= 445.50 IE= 441.00, 6'0 YD TG- 443.12 IE= 438.24, 6 "0 8' SIDEWALK SAWCUT LINE c � � I � W CB /10, TYPE 1 STA 36 +26.71, 20.72' 8' DEDICATED R/W 0 0 0 36 +00 ROADWAY TRANSITION STA. =36 +28.71, 21.50' LT. 41 LF, 12 "0 SD\ r16 END OF SIDEWALK FSTA. =36 +50.74, 38.00' LT. "p FO FO FO FO FO P — P- REMOV c c c c STORM it OIL \ CB /9, TYPE 1 STA 34 +96.03, 20.72' LT 0087000029 EXISTING (GRADE ® rL 0087000028 BENSON ROAD S (MINOR ARTERIAL) T — — n F.i1z "m_sD ^�M -�-- Cd 2 Waft Days Beoe You Dp 811 Ulnae Lhda Wvu d LoosSon Cwdw 0D,MrrD,0KWA) 34 +00 axoo em nm�ua soum I ®� ®��� Feaeml Way, wn seooa ww.emchAI.com ( ) (anlw- i U �° �n ESM JOB #1670- 004 -013 tMogM y ♦ 5,� G /S1E1� s�ONALEIF+�5,p,tiO� 35 +00 0 FIRST SUBMITTAL 1 SECOND SUBM ITTP 2 MYLAR SUBMITTAL No. REVISION PROPOSED $` S.S. -T_- 36 +00 M 2/11/14 ammo M /15/14 M /12/14 M CPAW,: Q BY DATE APPR �Pnowa CULVERT INLET IE= 446.22, 12 "0 17. 49.-- -- --- - --- -- 47.01 w v1 W 417.13 36 +89 END ROADWAY IMPROVEMENTS STA. =36 +50.74, 15.82' LT. DETECTABLE WARNING STRIPS F0 Fo P 0a1 0 \f :A \ �� \4 0087000220 12 "0 SD IE= 441.08 12 "0 12 "0 37 +00 � vcxirx nrw twa at CITY OF -� RENTON 0XE 1Xtl' DATUM .. FUU SV�c Planning /Building /Public Works Dept. IF H'J! qE IW SME If.N1AIHIY KEY MAP IU SCALE: 1• -20' HORIZ. 1' -5' VERT. 20 1U�020 40 R- 312912 440 435 430 CHECKED FOR CO,MMPLIANCE� TO CITY STANDARDS 5/y -2o�1% i z LaRosa 05/12/201, ROAD AND STORM PLAN AND PROFILE F"°a°°" PN£ RD -02 CD: 2- 3 -7 -.1 9 11— y d r4�6 w A O 0 Na J c� a N z O U /Y w LL o (� J a i 440 430 Cd 2 01 v- •,- • - TRACT A (STORM DRAINAGE) 5 STREET NAME - \& STOP SIGN SEE NOTE 4 ADA RAMP #1 SEE SHEET RD -O6 - A PORTION OF THE NW 1/4 OF SECTION 29, TWP. 23 N., RGE. 5 E, KING COUNTY, WA STA. =12 +95.74, 13.00' LT. ? CB #13, TYPE 1 3 INSTALL (2) STA 11 +54.93, 12.22' LT DRIVEWAY APPROACH PER __EXISTING SEWER PIPE 12-UNIT T M 2 DETAIL ON SHEET DT -01 0 BE RE OVED 4 NEIGHBORHOOD 55 1 PROPOSED WATER (TYP•) co MAILBOXES co TG =447.57 TG 7G =449.45 f co TG- 444.09 IE= 443.32, a "e IE= 445.45, 6 "0 %6 "0 S.D. ® 0.5% MIN. TG 44063 IE= 440.09. 6 "0 IE= 443.32, _ _ ';(TYP.) IE =436.38. 6 "0 _- -_1•^ T�' -- I i O ti0 TG / - - - -_ _.__ - _ - _ _ _______________- _ - I O TG= 437.38 / _ i__ __ - ��>: IE- 433.38. 6 "0 / - "� �- ,I. -- - -5' SIDEWAL77 -- - - -- - -- -1 -- - -__-- �G -- r i q r O r _ � SXEWE G �� .23 LF. 12 "0 SD T---J -- - - - -� `_. J`_ _ rG -- --- - - - -__ � w _ � W - -- t - _ Il'I IZ W - -- J W ova r Q w 1a �� oe SEE SHEEP RD -01 Al 3 .,...X00 � CB /8 SEE SHEET RD -01 CL INT'X �/ STA 33 +40.95, BENSON ROAD S = STA. 10 +00.00, S 28TH STREET KC I L A -91004007 / 0087000019 \ \ STI ELEV. = Before You DIU I LoeeYon OW*W Q r 0 O IY T RD S S / EL 432, STA: 10+ ELEV. 4: K: 4.98 2' 51� 126 SO �c"4 - .. .. .... .. -- - T 3. YD - - co :. TG =438.70 ITG- 445.60 - IE= 433.53, 6 "0 IE= 441.60, 6'0: 1 CB #11, TYPE 2 -48 0 CB #12, TYPE 2 -48 "0 STA 10 +96.34, 11.22' RT STA 11 +54.93, 11.22' RT I ADA RAMP #2 SEE SHEET RD -06 . 21 20 CB #7 ' I 1 STATION - OFFSET - ELEVATION 1 STA. =1 1 +27.95, I LT. 438.21 I �N 13.00' LT. S 28TH STREET 3 STA. =12 +21.28, 13.00' (RESIDENTIAL ACCESS) - CEI 11 TYPE 2 -48 "2 TG= 435.47 51 1 i jF-=4�47'-1 "0 E - TIE= 430.97 6"0 N . - -- i IIE= 430.97 6"0 SE .IE= 429.97 18 "0 SW.-- 10 +00 10 +40 ®d300081M1 AVBnua �u'N a I NE 0 1 4( ue I ®®ICI F "O"� Way, WA 98003 www.eamcivil.com ESM JOB #1670- 004 -013 •�5 / �I 11 +20 0 FIRST SUBMITTAL 1 SECOND SUBMITTAL 2 MY AR SUBMITTAL 201 LF, 12 0 SD 1 19 I = 0 Lu I I V ... I- _- _ -_ -_ _ - -- ..- .... ... -.. .. .. ... r. � -- -_ TG= 448.54 IE- 444.54, 6 "0 3' MIN. (TYP.) IE= 444.54, 6 "e 10' PRIVATE JOINT EXISTING SEWER PIPE UTILITY ESM'T. (TYP.)'. TO BE REMOVED -JOINT UTILITY TRENCH I (TYP.) 18 19 KEY MAP DRIVEWAY APPROACH TABLE LOT ill STATION - OFFSET - ELEVATION 1 STA. =1 1 +27.95, 13.00' LT. 438.21 2 STA.= 11+71.28, 13.00' LT. 441.49 3 STA. =12 +21.28, 13.00' LT. 445.22 4 STA. =12 +71.28, 13.00' LT. 447.90 18 STA. =12 +92.66, 13.00' RT. 448.72 19 STA. =12 +42.66, 13.00' RT. 446.50 20 STA.= 11+95.66, 13.00' RT. 443.42 21 STA. =1 1+67.66o 13.00' RT. 441.20 POND STA. =10 +82.50, 13.00' LT. 434.57 * SEE DRIVEWAY DETAIL 2 -030 ON SHEET DT -01 ALLOWABLE PIPE MATERIALS 1 . REINFORCED CONCRETE PIPE 2. DUCTILE R=372913 3 KNOWNWASOHDOPE PIE ORE PIDPPE) SWPE;OALS052) 4. CORRUGATED POLYETHYLENE PIPE (CPEP) PVI STA: '12 +60.00 PVT ELEV 448.88 LVC: {50.00 q CR Y] N I +� p -w O y °° PROPOSED RADE ®q O - -- -- - -- J, - - E ISTING GRADE ® c ?) _ T W W ; / SEO W / / PAP 201 LF. 12 "0 SO Z TA -� -- T -C In jIN 23 LF, 120 _ i ® 5 -0.55 11 TYP i IE= '435.18 12 "0 E IE- 435.18 12 "0 N IE�435.18 12 0 W 11 +60 -1 NO. I REVISION 12 +00 ESM 2/11/14 ESM /15/14 ESM /12/14 BY DATE APPR 12 +40 12 +80 AM CITY OF Esc :R � RENTON 08E 0°' DATUM xErxm aT L ruE Planning /Building /Public Works Dept. AY c xor orc IIKJI svE �y n SCALE: 1" =20' HORIZ. 1 " =5' VERT. 20 10 0 20 40 NOTES: 1. SEE SHEET RW -01 FOR HORIZONTAL CURVE DATA. 2. EXISTING DRY UTILITIES SHALL BE REMOVED OR RELOCATED BY THE APPROPRIATE UTILITY COMPANIES AND COORDINATED WITH THE CONTRACTOR. NOTIFY THE ENGINEER OF ANY DISCREPANCIES. 3. CONTRACTOR SHALL RECORD ANY FIELD DEVIATION FROM THE ENGINEERING PLANS. THESE RECORDS SHALL BE KEPT ON CONSTRUCTION DRAWINGS AND TURNED OVER TO THE ENGINEER UPON COMPLETION OF THE PROJECT. 4. STREET NAME SIGNS AND STOP SIGNS TO BE INSTALLED PER CITY OF RENTON STANDARDS G012 & G013. FINAL LOCATIONS TO BE DETERMINED DURING CONSTRUCTION BY THE CITY. SIGNS WILL NEED TO BE INSTALLED PRIOR TO AS- GUILTS AND COMPLETION OF CONSTRUCTION. 5. ALL TRENCH RESTORATION SHALL BE PER THE CURRENT CITY OF RENTON TRENCH RESTORATION AND STREET OVERLAY DETAIL 6. STORM DRAINAGE MAINS SHALL BE VIDEOED FOLLOWING INSTALLATION. VIDEO TO BE PROVIDED TO CITY INSPECTOR. 7. PROVIDE ETHAFOAM PAD WHEN VERTICAL SEPARATION IS LESS THAN 1 FOOT. 455 450 435 CHECKED FOR COMPLIANCE TO CITY STANDARDS �- S• /f •Zo/� S� /S� lLi OVG LaRosa 01 ROAD AND STORM PLAN AND PROFILE C D' 2 - '� i ►� °I I y d r a 4+ o J N A PORTION OF THE NW 114 OF SECTION 29, TWP. 23 N., RGE. 5 E, KING COUNTY, WA ce #15, TYPE 1 HIGH AVE S STA 13 +56.23, 12.22' LT SEE SHEET RD -05 YD / TG =45074 CL INT'X o /\ CL INi'X 5 IE= 446.24, 6'0 6 STA 13 +71.19, S 28TH STREET CL 15 +40.70, S 28TH STREET = STA. 5 +00.00, ACCESS ESM'T �,r = STA. 2 +59.49, HIGH AVE S 6 "0 S.D. f3 0.5R MIN. 7 DRIVEWAY APPROACH PER (TYP) DETAIL ON SHEET DT -01 \ CL I T'X 3378100060 TA 15 +68.54, S 28TH STREET GG 8 \ =STA. 3 +00.00, HIGH AVE S TC- 451.26 IE= 448.03, 6 "0 CO END SIDEWALK IMPROVEMENTS 1 TG =451.92 s STA. =15 +80.63, 21.50' LT. 3' MIN. (TYP.) IE= 448.54, 6'0 \ a Z v N O _ I ax o END ROADWAY IMPROVEMENTS O CONNECT TO EXISTING PAVEMENT 0 -- - - - - -- - - - 0 1 STA. =15 +79.25, AT CL IIAG -EWER - o a - - -- _ r - -- _ F- --- - - - -I- ° _I� 14 +On 5 -mss S 5 s LU r - - =. S �� p s - EXISTING CONC. SIDEWALK LU 2 z r_ -L- 231 LF 12 "0 5 p n _ PROPOSED A WATER N APPROX 25' WIDE M - , J 1 I I 14 1 W 2 1 - - _ - -� 15 +06 �a _ S 28TH ST -- - 5 - - - - `�iL��- _ I M RESIDENTIAL ACCESS) + 13 vQr: r � �siD _ 1: F __ Go _ _..�...... EW =__ 1 L TG- 450.13 TG= 451.36 44 1 IE= 6.05, 6 "0 IE- 447.36. 6'0 ......... I IE= 447.36, 60 . CO.- CB #14, TYPE 2 -48 "0 TG= 452.20 IE= 448.13, 6 "0 STA 13 +56.23, 11.22' RT CB #18 10' PRIVATE JOINT J SEE SHEET # D -06 UTILITY ESM'T. (TYP.) i 18 17 13 JOINT UTILITY TRENCI 26' PRIVATE ACCESS (TYP.) AND PUBLIC UTILITY ESM'T. 12 (SEE SHEET RD -06) ACCESS EASEMENT N 7 d 465 O O cr cr T I � Q 1 W WWI m F WJ m -- - 445 440 Call 2 Workitp Days Before YOU C% IMWe.��Loaiancer&w 00,L1rAD,0RWA) S 28TH STREET (RESIDENTIAL ACCESS) ING GRADE ® ¢ GRADE ®Ok -x ........... ..... CB #18, TYPE 1 STA 15 +61.04, 12.22' RT 9 STA 2+59149, HIGH AVE S EV: 453.011 i r � I i 205 LF_12 "0 SD 0 S= 1.4�17- EXIS'TWGiSEWER 15 50.06 45.37 12I "I0 S 45.87 6 -i N IE= 445.25 120 E EXISTING PAVEMENT EXISTING APPROX CONC. SIDEWALK 2 5' WIDE 0 N ........... ..... CB #18, TYPE 1 STA 15 +61.04, 12.22' RT 9 STA 2+59149, HIGH AVE S EV: 453.011 i r � I i 205 LF_12 "0 SD 0 S= 1.4�17- EXIS'TWGiSEWER 15 50.06 45.37 12I "I0 S 45.87 6 -i N IE= 445.25 120 E OFFSET - IE= 445.25 12i 0 N STA. =13 +21.28, 13.00' IE= 445.25 1210 SE 6 STA. =13 +69.09, IE= 445.25 1210 W 450.29 7 13 +40 13 +80 14 +20 LT. 450.97 ALLEY N STA. =15 +40.70, ® 39000 BIII Avenue SouM LT. 452.83 s "IM 30= STA. =15 +65.90, 13.00' F"Eerel Way, WA 98003 _ 12 www.esmcivil.com Eio.i) RT, CFiI FaglmwlM LaM Sun..IM waw waa I a"1«, B,n"B«n.nl I IoM fbnnM i Iona =w awn «w,. STA. =14 +25.53, ESM JOB #1670- 004 -013 r 1 D SIDEWALK IMPROVEMENTS STA =15 +78.90, 21.50' RT. 1 I� J 1 _J DRIVEWAY APPROACH TABLE LOT # STATION - OFFSET - ELEVATION 5 STA. =13 +21.28, 13.00' LT. 449.50 6 STA. =13 +69.09, 13.00' LT. 450.29 7 STA. =14 +16.63, 13.00' LT. 450.97 ALLEY N STA. =15 +40.70, 13.00' LT. 452.83 ALLEY S STA. =15 +65.90, 13.00' RT. 453.21 12 STA. =14 +76.70, 13.00' RT, 451.87 13 STA. =14 +25.53, 13.00' RT, 451.10 14 STA. =13 +71.19, 13.00' RT, 450.29 17 STA. =13 +42.66, 13.05' RT. 1 450.17 * SEE DRIVEWAY DETAIL 2 -030 ON SHEET DT -01 (SEE SHEET RD -05) ALLOWABLE PIPE MATERIALS HIGH AVE S R=3 7Z 914 1 REINFORCED CONCRETE PIPE 2. DUCTILE IRON (WATER SUPPLY, CLASS 50 OR 52) 3. SOLID WALL POLYETHYLENE PIPE (SWPE; ALSO KNOWN AS HDPE PIPE OR HOPP) 4. CORRUGATED POLYETHYLENE PIPE (CPEP) STA. 15+{79.25, AT ELEV. = 1453.67 DO SCALE: l-20' HORIZ. 1' =5' VERr. L eelL 20 10 0 20 40 NOTES: 1. SEE SHEET RW -01 FOR HORIZONTAL CURVE DATA 2. EXISTING DRY UTILITIES SHALL BE REMOVED OR RELOCATED BY THE APPROPRIATE UTILITY COMPANIES AND COORDINATED WITH THE CONTRACTOR. NOTIFY THE ENGINEER OF ANY DISCREPANCIES. 3. CONTRACTOR SHALL RECORD ANY FIELD DEVIATION FROM THE ENGINEERING PLANS. THESE RECORDS SHALL BE KEPT ON CONSTRUCTION DRAWINGS AND TURNED OVER TO THE ENGINEER UPON COMPLETION OF THE PROJECT. 4. STREET NAME SIGNS AND STOP SIGNS TO BE INSTALLED PER CITY OF RENTON STANDARDS G012 & G013. FINAL LOCATIONS TO BE DETERMINED DURING CONSTRUCTION BY THE CITY. SIGNS WILL NEED TO BE INSTALLED PRIOR TO AS- GUILTS AND COMPLETION OF CONSTRUCTION. S. ALL TRENCH RESTORATION SHALL BE PER THE CURRENT CITY OF RENTON TRENCH RESTORATION AND STREET OVERLAY DETAIL 6. STORM DRAINAGE MAINS SHALL BE VIDEOED FOLLOWING INSTALLATION. VIDEO TO BE PROVIDED TO CITY INSPECTOR. 7. PROVIDE ETHAFOAM PAD WHEN VERTICAL SEPARATION IS LESS THAN 1 FOOT. 465 450 B 18 TYPE 1 _ _. CHECKED FOR COMPLIANCE TO CITY STANDARDS - - - - - - -- l .�j Z�- TG= 453.15 _ -- _ -- IE= 448.14 2 "0 SE IE= 448.14 2 "0 W 14 +60 15 +00 15 +40 15 +80 0 FIRST SUBMITTAL ESM 2/11/14 gAPPR w9.EVm: srac uxrsneu: xm ,993 05/12/201, 1 SECOND SUBMITTAL ESM 4/15/14 1���, BO'MWlA W➢ � ���� �ft CITY OF LaRosa ° efo ROAD AND STORM PLAN AND PROFILE "°BOOK 2 MYIAR SUBMITTAL ESM /12/14 RENTON ° LPAY,II: DORM M °t�'� DATUM RD -04 Q1�� a,v.. eroc Planning /Building /Public Works Dept. 6 IqT pE IMN W*' NO. REVISION BY DATE a ° ^� �"""L01m'""y .: M: 14 33 C.1z�' R - 3 -7 aq i uTy l J r m a �1+ a D 1 N � t>S a N z O U /Y w LL a J 450 440 A PORTION OF THE NW 1/4 OF SFCTION 29- TWP_ 23 N_ RGF_ 5 F_ KING COUNTY. WA Cd 2 Wodit Days1BOWO YOU Db =We W4wwoud Local m CNOW y (DJIrMOKWA) _.._ - - - -- - -- ___ _....- CL IN 'X STA. +00.00, HIGH AVE S = STA. 15 +68.54, i S 28TH ST ELEV. I- 453.51 +32.99, HIGH AVE S .!hest, o N PROPOSED GRADE 0 rL A + a G GRADE 0 EXISTIN r~n II I c ! S a - > s -- 2.dox 1 +40 1 +80 II 0 (L ® 33 008, *v U6 sow I ®10 1 I 1 sane os � ESM Fe .-1 Wey. WA 98003 www.esmcivil.com -�1e GNI ErgFwi^9 Irene SuwYN9 . gOnnMJ wa¢ wwa I FApn u0009.:»nl I W �eesew ESM JOB #1670- 004 -013 (TYP.) HIGH AVE S STA. 158.54, S 28TH ST r V. = 4)!' .51 + STA. 3 +26.50, HIGH AVE S II -- -- ELEV. = 454.01 R- 312915 SCALE: 1 =20' HORIZ. 1' =5' VERT. 20 10 0 20 40 rES: E SHEET RW -01 FOR HORIZONTAL CURVE DATA. ISTING DRY UTILITIES SHALL BE REMOVED OR LOCATED BY THE APPROPRIATE UTILITY COMPANIES ID COORDINATED WITH THE CONTRACTOR. NOTIFY E ENGINEER OF ANY DISCREPANCIES. INTRACTOR SHALL RECORD ANY FIELD DEVIATION OM THE ENGINEERING PLANS. THESE RECORDS IALL BE KEPT ON CONSTRUCTION DRAWINGS AND RNED OVER TO THE ENGINEER UPON COMPLETION THE PROJECT. REET NAME SIGNS AND STOP SIGNS TO BE STALLED PER CITY OF RENTON STANDARDS G012 do 113. FINAL LOCATIONS TO BE DETERMINED DURING INSTRUCTION BY THE CITY. SIGNS WILL NEED TO INSTALLED PRIOR TO AS- BUILTS AND COMPLETION CONSTRUCTION. L TRENCH RESTORATION SHALL BE PER THE IRRENT CITY OF RENTON TRENCH RESTORATION ID STREET OVERLAY DETAIL ORM DRAINAGE MAINS SHALL BE VIDEOED ALLOWING INSTALLATION. VIDEO TO BE PROVIDED TO rY INSPECTOR. 7. PROVIDE ETHAFOAM PAD WHEN VERTICAL SEPARATION IS LESS THAN 1 FOOT. ALLOWABLE PIPE MATERIALS 1. REINFORCED CONCRETE PIPE 2. DUCTILE IRON (WATER SUPPLY, CLASS 50 OR 52) 3, SOLID WALL POLYETHYLENE PIPE (SWPE; ALSO KNOWN AS HDPE PIPE OR HDPP) 4. CORRUGATED POLYETHYLENE PIPE (CPEP) STA. 5 +3152 END Al'LEY IMPF MATCH I EX. IMPF ELEV. = 457.08 2 +60 3 +00 3 +00 ! II II 0 (L /11/14 SCALE: 1 =20' HORIZ. 1' =5' VERT. 20 10 0 20 40 rES: E SHEET RW -01 FOR HORIZONTAL CURVE DATA. ISTING DRY UTILITIES SHALL BE REMOVED OR LOCATED BY THE APPROPRIATE UTILITY COMPANIES ID COORDINATED WITH THE CONTRACTOR. NOTIFY E ENGINEER OF ANY DISCREPANCIES. INTRACTOR SHALL RECORD ANY FIELD DEVIATION OM THE ENGINEERING PLANS. THESE RECORDS IALL BE KEPT ON CONSTRUCTION DRAWINGS AND RNED OVER TO THE ENGINEER UPON COMPLETION THE PROJECT. REET NAME SIGNS AND STOP SIGNS TO BE STALLED PER CITY OF RENTON STANDARDS G012 do 113. FINAL LOCATIONS TO BE DETERMINED DURING INSTRUCTION BY THE CITY. SIGNS WILL NEED TO INSTALLED PRIOR TO AS- BUILTS AND COMPLETION CONSTRUCTION. L TRENCH RESTORATION SHALL BE PER THE IRRENT CITY OF RENTON TRENCH RESTORATION ID STREET OVERLAY DETAIL ORM DRAINAGE MAINS SHALL BE VIDEOED ALLOWING INSTALLATION. VIDEO TO BE PROVIDED TO rY INSPECTOR. 7. PROVIDE ETHAFOAM PAD WHEN VERTICAL SEPARATION IS LESS THAN 1 FOOT. ALLOWABLE PIPE MATERIALS 1. REINFORCED CONCRETE PIPE 2. DUCTILE IRON (WATER SUPPLY, CLASS 50 OR 52) 3, SOLID WALL POLYETHYLENE PIPE (SWPE; ALSO KNOWN AS HDPE PIPE OR HDPP) 4. CORRUGATED POLYETHYLENE PIPE (CPEP) STA. 5 +3152 END Al'LEY IMPF MATCH I EX. IMPF ELEV. = 457.08 2 +60 3 +00 3 +00 0 FIRST SUBMITTAL ESM /11/14 1 SECOND SUBMITTAL ESM 15/14 2 MYLAR SUBMITTAL ESM /12/14 aao-Am NO. REVISION BY DATE APPR .rvx - 465 450 440 _ 1 CHECKED FOR COMPLIANCE TO CITY STANDARDS TYPE 1 CB 19 E 1 __. --- _ __- - - - -_ .15 TG -454.2 - - - -- 14 12 "0 E--449 -76 8 "0 14 12 "0 IE= 449.26 12 °0 I 3 +40 3 +80 4 +20 4 +60 5 +00 +' -20 �W •� CITY OF LaRosa 05/12/=I- ROAD AND STORM PLAN AND PROFILE RENTON 2E DATUM RD -05 Planning /Building /Public Works Dept. 3V1E MLtl�'4LY �: 15 a:� C.10' 2 - - q y C� d r v A �a 0 W N n SCALE: 1 " =20' HORIZ. 1 " =5' VERT. 20 10 0 20 40 A PORTION OF THE NW 1/4 OF SECTION 29, TWP. 23 N., RGE. 5 E, KING COUNTY, WA KEY MAP (SEE SHEET RD -04) w XISTIN , SEW[ S 28TH STREET z N I: I CL INT'X F- O / p r I' i 1 STA 13 +71.19, S 28TH STREET w PROPOSED WATE7 r` 1 ;I =STA. 5 +00.00, ACCESS ESM'T a J 7 jlp 1 i 13 I 1 1 y ( JOINT UTILITY 26' PRIVATE ACCESS TAG- 451.26 J "' y TRENCH (TYP.) AND PUBLIC IE= 446.03, 6-0 I II UTILITY ESM'T. tro� CB /1'4 PROPOSED SEWER !I :I SEE SHEET RD -04 3' MIN. (TYP.) . (I 1 1 to 23 LF, 12I iL I � I ,._. :I 6 +00 1 , 106 LF, 12 °0 SD 6 26' PUBLIC UTILITY ESM'T YD TG= 453.02 1 - 449.02, 6 "0 - 449.02, 6 "0 CB /17, TYPE 1 , T6-450 74 STA 5 +41.57, 0.00 STA 6 +47.43, 0.00' L_ IE -W.24, 6 "e I I 1 1 1 1 11 I 34 LF, 12 "0 SO TG= 452.41 _ BEGIN ALLEY IMPROVEMENTS IE- 446.66, 6"0 STA. =5 +26.50, AT CL 17 END ALLEY IMPROVEMI STA. =6 +67.43, AT CL 5 SEE SHEEP RD -04 10' PRIVATE JOINT - :: UTILITY ESM'T. (TI?.) DRIVEWAY APPROACH PEF DETAIL ON SHEET DT -02 (SEE SHEET RD -03) ACCESS EASEMENT (PRIVATE ACCESS EASEMENT) I l CO TG- 453.00 IE= 449.50, 6 "0 450 445 440 435 Ca12 WI Days Belora You DID UWAse UWwWouW Location T°. w"r 9DXQV,OR,WA) IE= 446.77 ¢ "0 IE= 446.27 12 "0 LF, 12 "0 SO SEE SHEET RD -04 106 LF, 12"j4_ -SDI 5 +00 CL INT'X. +Ti.�9 -S 2$TFf STREET - ®CONSIILTINO - - -- - -- - - - - :EGCTaB2 WARNING EN STAA, ROAD I3 PFT-Rtt 'F-- n -- H11 WWW.esmeivii.com , - STA. +0000, ACCESS ESM'T. 432.30 F GNR ENYwrI"V InM 9x g 1aM PImnNN Zen. 10 N'I ELEV. = 453.46 3'w FWA\cICV .A / -5 ELEV. - 450.55 nN 432.63 a¢m.PV r-31 + a °p + a 460 n C ` IMPROV MENTS 'O (D 1 -- + a'� ', EIEV. _ 451.05 - _ PROPOSED _ GRADE O rL �I a d (4E iiC FL N a F- _1 F A � II N m w II EXIST NG GRADE 0 q Cics M H-3-1 455 UM.: F- 3 9 Y - p s. ores. / 'I _. _ _. Jn E ] w,,­. - gu. .c tt'o to g .F>` on t-1 w -,m - Ctl a ix oon dens cr <l_Y. -L: R.'RP nP= 513. A 1C poi Ee] to Jerre sC amp tva -See Me - -- I1PNI' L11- - Fla m.t Y< ]:c 1- -f tar � ] -w joint p - - - 3. p dcpe mf not be -to ion 19 1 . Srl A" F RAW 6. Tie Jesgts and erodee t- ine Cc :re cum -amp tpa Iceat1w. d -.im, cntl p -rhea an :ne T9PU9 IA, M, IC k iC 1" A.::.I::. L:•�u..:.a. l.: mA:v Anl l::: •. n. •,•I: tlNEE: t OF <MeG 'ot :. mron': alo <r] mmNy a ea or emr aaG ama J':< .ill e. <r w op <rr a,- p'a.ce dDOP'EDtuv mAt„ °+ ups � 1R varz: wy> L.:IG <L'd3Ci E° fFYKI _ IIANE'. =919 SF P4CE FCC J 450 445 440 435 Ca12 WI Days Belora You DID UWAse UWwWouW Location T°. w"r 9DXQV,OR,WA) IE= 446.77 ¢ "0 IE= 446.27 12 "0 LF, 12 "0 SO SEE SHEET RD -04 106 LF, 12"j4_ -SDI 5 +00 CL INT'X. +Ti.�9 -S 2$TFf STREET - ®CONSIILTINO - - -- - -- - - - - - -- O o EN STAA, ROAD I3 6 +87.43 WWW.esmeivii.com , - STA. +0000, ACCESS ESM'T. 432.30 F GNR ENYwrI"V InM 9x g 1aM PImnNN Zen. 10 N'I ELEV. = 453.46 ESM -5 ELEV. - 450.55 K 432.63 + a °p + a 460 o BEGIN ROAD IMPROV MENTS 'O (D 1 -- + a'� ', EIEV. _ 451.05 - _ PROPOSED _ GRADE O rL �I a d a F- _1 F J II N w m w II EXIST NG GRADE 0 q 455 - - - -- - s a - -- - - - 1 450 445 440 435 Ca12 WI Days Belora You DID UWAse UWwWouW Location T°. w"r 9DXQV,OR,WA) IE= 446.77 ¢ "0 IE= 446.27 12 "0 LF, 12 "0 SO SEE SHEET RD -04 106 LF, 12"j4_ -SDI 5 +00 5 +40 5 +80 ®CONSIILTINO ENOINEERS 33e00 BM Aven„a SONx LLc 432.09(((0 FL SpJ" RM C 432.16 O FL FeUeral Wey, WA 98003 WWW.esmeivii.com C-;aai E 432.30 F GNR ENYwrI"V InM 9x g 1aM PImnNN Zen. h4BC wwb I p,oJM uonapsr t I tnne,cap• '.. ESM JOB #1670- 004 -013 6 "0 6 "0 12 "0 6 +20 6 +60 7 +00 0 FIRST SUBMITTAL 1 SECOND SUBMITTAL 2 MYLAR SUBMITTAL Rt•Zf NO. REVISION NOTES: 1, SEE SHEET RW -01 FOR HORIZONTAL CURVE DATA. 2, EXISTING DRY UTILITIES SHALL BE REMOVED OR RELOCATED BY THE APPROPRIATE UTILITY COMPANIES AND COORDINATED WITH THE CONTRACTOR. NOTIFY THE ENGINEER OF ANY DISCREPANCIES. 3, CONTRACTOR SHALL RECORD ANY FIELD DEVIATION FROM THE ENGINEERING PLANS. THESE RECORDS SHALL BE KEPT ON CONSTRUCTION DRAWINGS AND TURNED OVER TO THE ENGINEER UPON COMPLETION OF THE PROJECT. 4, STREET NAME SIGNS AND STOP SIGNS TO BE INSTALLED PER CITY OF RENTON STANDARDS G012 & GO13. FINAL LOCATIONS TO BE DETERMINED DURING CONSTRUCTION BY THE CITY. SIGNS WILL NEED TO BE INSTALLED PRIOR TO AS- BUILTS AND COMPLETION OF CONSTRUCTION. 5. ALL TRENCH RESTORATION SHALL BE PER THE CURRENT CITY OF RENTON TRENCH RESTORATION AND STREET OVERLAY DETAIL 6. STORM DRAINAGE MAINS SHALL BE VIDEOED FOLLOWING INSTALLATION. VIDEO TO BE PROVIDED TO CITY INSPECTOR. 7. PROVIDE ETHAFOAM PAD WHEN VERTICAL SEPARATION IS LESS THAN 1 FOOT. -- - - - - -- ELA 3 3.0 432.72- - -- \S �� STA. 32 +92.95, -21.50 LT. mss\ 30.43 �0 ETECTABLEd' ��/ \ 431.22 WARNING /1� h � PATTERN1co"PvcC) R = 35.00'00•( l� L-54.\\ \ CO. \1 \ CURB RAMP #1 DETAIL CURB RAMP #2 DETAIL ALLOWABLE PIPE MATERIALS 1. REINFORCED CONCRETE PIPE 2. DUCTILE IRON (WATER SUPPLY, CLASS 50 OR 52) 3. SOLID WALL POLYETHYLENE PIPE (SWPE; ALSO KNOWN AS HOPE PIPE OR HOPP) 4. CORRUGATED POLYETHYLENE PIPE (CPEP) n SCALE: i"= 10' e® RAMP #1 SPOT ELEVATION CHAR POINT I ELEVATION A 431.80(0 FL) B B 432.09(((0 FL 432.25 O FL C 432.16 O FL E D 432.61 O FL 432.19 E 432.30 F 432.12 G 432.21 H K 432.57 K 432.63 n SCALE: 1" ea 10' 0 s 10 :4; iJfi4l t1191ZllT -\, POINT I ELEVATION A 432.09 O FL B 432.16 O FL C 432.25 O FL D 432.68 O FL E 432.59 F 432.19 G 432.28 N 432.64 K 432.70 R- 312916 CHECKED FOR COMPLIANCE TO CITY STANDARDS �, /ter- -� 2- S•�SLo /it CITY 0 F LaRosa RENTON ROAD AND STORM PLAN AND PROFILE pNE 1N0N DATUM Ar cu¢snAC Plan ning/Building/Pu bl is Works Dept. IF tqr CNE NW svAE ArmOnxxr y t� d r N A PORTION OF THE NW 1/4 OF SECTION 29, TWP. 23 N., RGE. 5 E, KING COUNTY, WA CB /2A, TYPE 2 -48 "0 STORMFlLTER MANHOLE, CB 2B, TYPE 2 -48 "0 W /SOLID LOCKING LID N= 169121.73 OVERFLOW STRUCTURE W /DEBRIS CAGE n N= 169111.83 E= 1302044.79 E= 1302032.79 N= 169106.78 PRIMARY SEE PROFILE THIS SHEET SEE PROFILE SHEET PN -02 E= 1302085.36 OVERFLOW W.S. SEE PROFILE THIS SHEET ELEV= 426.80 POND FENCE SEE EMERGENCY DETAIL ON SHEET OVERFLOW W.S. PROJECT PN -02 ELEV= 427.20 BOUNDARY i � 6 POND BENCH B ELEV 428.00 _ _ -- - -- - -- - - ��' --- •.. -�} DESIGN 426.S. - 1 Ir = ND OIlRET, W/TRASH RACK L '\ p SEE PROFILE THIS SHEET ---- -- - -- --- w E= 1302103.92 O _ - - s ,� TRACT A SCALE: 1" = 20' CB /1 '; / / (STORM DRAINAGE) / SEE SHEET RD 01 A ; • , , ... • . • • i ' i;t 1 V ter, 2 3 ..�, ............. I ... / � �� � �� ��; �� 1 � 2 20 10 O 20 40 Q BOTTOM OF POND 20. 0' 3� 1 POND •1INLET, W/TRASH RACK N= 169069.76 E=1302183.94 H ; SEE PROFILE THIS SHEET / i SiORMGATE MANHOLE, �::- N= 169110.78 27 LF, 24 "0 SD; E= 1302043.74 0_ j. ` 12' ,� - " _ .- ,SEE PROFILE SEE PROFILE THIS SHEET o, � � �� � � � 12'. � � � 'b ` I THIS SHe.ET CB J4, TYPE 2- 48 "0 W /SOLID LOCKING LID - �. N= 169042.33, It _ _ ' CB /3. TYPE 2 -URE E= 1302182.72 60 0 _ SEE PROFILE THIS SHEET i • CONTROL STRUCT W /BIRDCAGE ', �: - N= 169098.77 E= 1302088.85 SEE PROFILE THIS SHEET ACCESS ROAD , ELEV= 428.00 - \`_, \ i �,. SEE DETAIL THIS SHEET 31 LF, 18 "0 SD VV SEE PROFILE THIS SHEET C11 LF, 18 "0 SD SEE PROFILE THIS SHEET �� " �. i 42 LF, 18"0 SD SEE PROFILE THIS SHEET ® 9 LF 18 "0 SO f� SEE PROFILE THIS SHEET O 17 LF 18 "0 SD SEE PROFILE THIS SHEET 16 LF 12 "0 SO © SEE PROFILE SHEET PN -02 O11 LF 12 "0 SO SEE PROFILE SHEET PN -02 Cd 2 Wari ft Days1EWOM You Db U=m Uxk and Loeaaon Cantor B _ tDXr.W,ORWA) -Z PER PLAN / 1 -1/2" CRUSHED SURFACE J TOP COURSE 2 -1/2" CRUSHED SURFACE BASE COURSE POND ACCESS ROAD ®CONSOLTING ENOINEERS PLC 33G0p 91N Avenue 9outft I ® I ® I � I /15/14 Su a 205 ESM /12/14 FwXre1 WaY. WA 98003 03 www."Mcivil.com v nllk�°ew� BY 6 APPR ESM JOB #1670- 004 -013 -2' BETWEEN EX. SS MAIN/ &POND ACCESS ROAD 51 LF1 12 "0 SD I SEE PROFILE THIS SHEET B EET RD -0 I\ `00 ) \ 440 435 \i 1 V CB /11 -' E / SEE SHEET RD -03 I 430 CLAY BACKFILL iN 8 ANTI - SEEPAGES COLLAR NOT TO SCALE 0 FIRST SUBMITTAL 1 SECOND SUBMITR 2 MYLAR SUBMITTAL NO. REVISION 21 I TRACT I i I B 1 I 425 \ 420 ESM 2/11/14 ESM /15/14 ESM /12/14 03 BY 6 APPR 1 �w1 SEE SHEET RD -031- `•� CLAY BACKFILL iN 8 ANTI - SEEPAGES COLLAR NOT TO SCALE 0 FIRST SUBMITTAL 1 SECOND SUBMITR 2 MYLAR SUBMITTAL NO. REVISION 21 I TRACT I i I B 1 I 425 \ 420 ESM 2/11/14 ESM /15/14 ESM /12/14 03 BY DATE APPR 415 410 435 430 425 420 415 410 j POND FENCE - -\ J 12' POND ACCESS ROAD POND FENCE ELEV= 428.00 W.S. ... -_' 26.00 ----------------- --------- -- d-------------- - --- - - --I ---------I' E u� IE. _ 27 LF 24 "0 SD .Qx507 0 S 13.2 7 113 4 E 2 -48 "0 W /SOLI L OCKING LI - 0 IE= 425. 12 "0 E =4247 - - _ 18 "0 IE- 424.07 24 "0 0.5' SEDIMENT STORAGE GRADE 3 +00 3 +40 3 +80 4 +20 POND CROSS SECTION B -B SCALE: 1 =20' HORIZ. 1 " =5' VERT. BOTTOM 4 +60 w 03 1 �w1 Z@o x _ ___. -.. ___--------- - - - - -- - ¢� ' 6ROC WALL 1 EXISTING GROUND i i POND i12' PON FENCE ACCESS ROAD / I j� POND FENCE 1 ' ELEV 428.00 - - - DESIGN ! 9 LF, 1 8 0 SD W.S. ----- l 0 S -0.977 - ELEV 426.50 I - ,IIJr - -- --- - - -- - - - - - -- ------ ----- --- I i 17 LF, ®s I 18 "0 SD L III '1 -zsa7 11 18" SD / 0 = - 0 5 -42.09 42 LF, "0 SD -18 ® G STORAGjNT-----------I OND BOTTOM y: Ir-- __ - -- °----- i POND W --- ------ - - -- --------------O -S -- - - -- - -- OUTLET H RACK - - - - -- = LEV- 420.00. /'. COLLAR SEE DETAIL THIS _..._____ SHEET I.E. = 420.50, 18 "0 PROPOSED GRADE TORMGATE MANHOLE 8 #3.1 CONTR TYPE 2 -600 W /BIRDCAGE I IG= 425.00 L STRUCTURE IE= = 420.20 12`0 TG -42 .80 I I 420.20 18 0 IE -420 - 50 18-0 B 2A� TYPE 2 -48110 CB 2B TYPE 2 -48 "0 CAG III i W /SOLID LOCKING LID D OVERFLOW STRUCTURE W /DEBRIS - TG- 420 {57 li TG= 427.20 j IE= 415. 7 18 "0 IE= 420.41 18 "0 I 1 +00 1 +40 1 +80 2 +20 2 +60 POND CROSS SECTION A -A SCALE: 1 " =20' HoORIZ. POND VOLUMES REQUIRED PROVIDED DETENTION 36,936 CF 38,906 CF Cd 2 War ft Days Bsbre You Dip 811 UM"Underpro" Location Center OD,MT,tID,ORWU 435 430 425 420 415 410 r" 2f] FW all 425 420 415 410 3 +00 4 +00 R= 312911 CHECKED FOR COMPLIANCE TO CRY STANDARDS vT£lm: xuE ME: CITY OF LaRosa 05/12/201 ta)p �u REN TON POND A PLAN, CROSS SECTIONS &DETAILS owwx: DATUM PN -01 AM •T� Planning /Building /Public Works Dept. If I ME IICN GE ACRgwiy 9fi 17 "33 '1.01 1i a °o �a `N^ �1�E/ Iz a N Z 0 � M U LL w 7 J o `TY a J 425 420 415 410 405 11 LF, 12 "0 SO ® S= 1.316% 16 t F, 12"0 SD _ S=5.81% NG ND / STOR - - -TG =4 IE =4: IE =4: IE =4: STORMFILTES TG= 425.00 IE= 420.05 1 IE 417.00 1 MANHOLE: 18 "0 12 "0 18 "0 IDLE. 5 +00 5 +40 5 +80 STORMGATE MANHOLE TO CB #2A SCALE: 1 " =20' HORIZ. 1 " -5' VERT. REMOVABLE WATER - 7" TIGHT COUPLING ELEV NOTED ON MAIN DETAIL ELEV = 426.50 ELEV = 426.25 PLATE WITH ORIFICE AS � SPECIFIED WEIR DETAIL NOT TO SCALE ELBOW DETAIL NOT TO SCALE SEE NOTE 9 EXCERPTS suite 205 I r I I i PLAN L- 20.10 -02 SEE WEIR DETAIL ABOVE CONTRACTOR TO INSTALL FROP —T W /BLACK ROW m liEl W W W.esmcivil.com AWAY FROM STRUCTURE EDGE TO wln px AVOID CONFLICT WITH DEBRIS CAGE i >.� i P:'�M�c�PecWn AND MAKE SURE FROP —T IS - ESM JOB #1670- 004 -013 STRUCTURALLY SECURE. ;I I� EL 426.80— yS' ..II STEPS OFFSET. SEE NOTE EL 426.50— ' 7. FRAME & COVER ELEV. �I: PER PLAN. 3. i.. 4 "0 ELBOW W/ INSTALL BRASS INFORMATION 1 -3/4 °0 ORIFICE PLATE ON STRUCTURE WALL EL = 425.70 NEAR LADDER. CLEANOUT GATE: ICI _� SHEAR GATE C • 18" S.D. � ••.. 180 S.D. Z I.E. = 420.50, 18 °0 ° I.E. = 420.00, 18 "0 18 °0 FROP TEE II��• II I�,` il� RESTRICTOR PLATE N STEPS OR LADDER WITH 2 -1/2 "0 ORIFICE' � I 60" 1� C.B. #3, TYPE 2-60"0 CONTROLSTRUCTURE SCALE: 1" = 2' 29, TWP. 23 N., RGE. 5 E, KING COUNTY, 425 420 415 410 405 6 +20 CONTROL STRUCTURE NOTES: 1. USE A MINIMUM OF A 54 IN. DIAM. TYPE 2 CATCH BASIN. 2. OUTLET CAPACITY: 100 -YEAR DEVELOPED PEAK FLOW. 3. METAL PARTS: CORROSION RESISTANT. NON- GALVANIZED PARTS PREFERRED. GALVANIZED PIPE PARTS TO HAVE ASPHALT TREATMENT 1. 4. FRAME AND LADDER OR STEPS OFFSET SO: A. CLEANOUT GATE IS VISIBLE FROM TOP. B. CUMP -DOWN SPACE IS CLEAR OF RISER AND CLEANOUT GATE C. FRAME IS CLEAR OF CURB 5. IF METAL OUTLET PIPE CONNECTS TO CEMENT CONCRETE PIPE, OUTLET PIPE TO HAVE SMOOTH O.D. EQUAL TO CONCRETE PIPE I.D. LESS 1/4 IN. 6. PROVIDE AT LEAST ON 3 X 0.090 GAUGE SUPPORT BRACKET ANCHORED TO CONCRETE WALL WITH 5/8 IN. STAINLESS STEEL EXPANSION BOLTS OR EMBEDDED SUPPORTS 2 IN. INTO M/H WALL (VERTICAL SPACING). 7. LOCATE ELBOW RESTRICTOR(S) AS NECESSARY TO PROVIDE MIN. CLEARANCE AS SHOWN. 8. LOCATE ADDITIONAL LADDER RUNGS IN STRUCTURES USED AS ACCESS TO TANKS OR VAULTS TO ALLOW ACCESS WHEN CATCH BASIN IS FILLED WITH WATER. 1 SECOND SUBMrM 2 MYLAR SUBMITTAL NO. REVISION PLAN VIEW SCALE 1° = 2' R- 312918 EXCERPTS suite 205 I r I I i PLAN L- 20.10 -02 FB ml WeY. W W9 CY 2 WarkYlp Days Before You Da W /BLACK ROW m liEl W W W.esmcivil.com wln px 8,�11,.�1�...p.. i >.� i P:'�M�c�PecWn �YY��1y� /��w Ull .n.. wgrou � Loeafiorl CArA (D),rgNnatWA> ESM JOB #1670- 004 -013 29, TWP. 23 N., RGE. 5 E, KING COUNTY, 425 420 415 410 405 6 +20 CONTROL STRUCTURE NOTES: 1. USE A MINIMUM OF A 54 IN. DIAM. TYPE 2 CATCH BASIN. 2. OUTLET CAPACITY: 100 -YEAR DEVELOPED PEAK FLOW. 3. METAL PARTS: CORROSION RESISTANT. NON- GALVANIZED PARTS PREFERRED. GALVANIZED PIPE PARTS TO HAVE ASPHALT TREATMENT 1. 4. FRAME AND LADDER OR STEPS OFFSET SO: A. CLEANOUT GATE IS VISIBLE FROM TOP. B. CUMP -DOWN SPACE IS CLEAR OF RISER AND CLEANOUT GATE C. FRAME IS CLEAR OF CURB 5. IF METAL OUTLET PIPE CONNECTS TO CEMENT CONCRETE PIPE, OUTLET PIPE TO HAVE SMOOTH O.D. EQUAL TO CONCRETE PIPE I.D. LESS 1/4 IN. 6. PROVIDE AT LEAST ON 3 X 0.090 GAUGE SUPPORT BRACKET ANCHORED TO CONCRETE WALL WITH 5/8 IN. STAINLESS STEEL EXPANSION BOLTS OR EMBEDDED SUPPORTS 2 IN. INTO M/H WALL (VERTICAL SPACING). 7. LOCATE ELBOW RESTRICTOR(S) AS NECESSARY TO PROVIDE MIN. CLEARANCE AS SHOWN. 8. LOCATE ADDITIONAL LADDER RUNGS IN STRUCTURES USED AS ACCESS TO TANKS OR VAULTS TO ALLOW ACCESS WHEN CATCH BASIN IS FILLED WITH WATER. 1 SECOND SUBMrM 2 MYLAR SUBMITTAL NO. REVISION PLAN VIEW SCALE 1° = 2' R- 312918 NOTE: EXCERPTS FROM WSDOT i PLAN L- 20.10 -02 FENCE TO BE COATED W /BLACK VINYL TOP 2. AWVIMW� L�VMg yS' O 3. i A tr µ NOTE: EXCERPTS FROM WSDOT STNADARD PLAN L- 20.10 -02 FENCE TO BE COATED W /BLACK VINYL TOP 2. AWVIMW� L�VMg 3. i A tr µ ICI _� '° C • � ••.. �O is LIMI" III � II��• II I�,` il� ►1�� � I 1� NOTE: EXCERPTS FROM WSDOT STNADARD PLAN L- 20.10 -02 FENCE TO BE COATED W /BLACK VINYL CHAIN LINK FENCE TYPE 3 NOT TO SCALE T TOP RAIL Al Fwx.ID enE,DUIMP o.rzrPFr D!T/IL O ,ala"wIe � Q TABFPF a �w (D F. Fnwcu,D" ) TpODM VIE (M1P� APi MOIRO PoRG«.I II« Fvlrzr+,e9 ruirart 0lTML OE NOTE: EXCERPTS FROM WSDOT STNADARD PLAN L- 30.10 -01 FENCE TO BE COATED W /BLACK VINYL .tRL„C01..P F.rD N.D Tern wall nrvlPOPe W,iW SIDE �` 1B.ICIF4 T1l PDT F�IO,OMMIM[ O - I, uneart CHECKED FOR COMPLIANCE TO CITY STANDARDS CHAIN LINK GATE _ NOT TO SCALE ESM 2/11/14 pFO' P ESM CITY OF LaRosa /15/14 11�N Marti: ruo isu /�ssi ep ESN 5/12/14 .� REN TON POND A PLAN, CROSS SECTIONS & DETAILS at P NN: P"E NON DATUM 1M •T iLLL mu[ Planning /Building /Public Works Dept. F ID! CIE IM]I BY DATE APPR c-D 2 -37 i &L PN -02 a � _W gill/ ICI _� '° • � ••.. �O is LIMI" III � II��• II I�,` il� ••fLf ••:::• }::.:•: ❖ }:O }:•9i�s•1. 1 ti.:.�, I ... -I :• }Y: ❖J:•:•:•:S•OJ:•.' %II � }_�S.ne.:.I{ p:::::::::•Y...•..•.... A:•.:'• I i ':: o, - i -li: P,a a.. i r', a,, n,.a / rl� i/1,, m.11 .. •ii a -, ., ;�: :..M. �i;,'o•: T TOP RAIL Al Fwx.ID enE,DUIMP o.rzrPFr D!T/IL O ,ala"wIe � Q TABFPF a �w (D F. Fnwcu,D" ) TpODM VIE (M1P� APi MOIRO PoRG«.I II« Fvlrzr+,e9 ruirart 0lTML OE NOTE: EXCERPTS FROM WSDOT STNADARD PLAN L- 30.10 -01 FENCE TO BE COATED W /BLACK VINYL .tRL„C01..P F.rD N.D Tern wall nrvlPOPe W,iW SIDE �` 1B.ICIF4 T1l PDT F�IO,OMMIM[ O - I, uneart CHECKED FOR COMPLIANCE TO CITY STANDARDS CHAIN LINK GATE _ NOT TO SCALE ESM 2/11/14 pFO' P ESM CITY OF LaRosa /15/14 11�N Marti: ruo isu /�ssi ep ESN 5/12/14 .� REN TON POND A PLAN, CROSS SECTIONS & DETAILS at P NN: P"E NON DATUM 1M •T iLLL mu[ Planning /Building /Public Works Dept. F ID! CIE IM]I BY DATE APPR c-D 2 -37 i &L PN -02 a � _W gill/ 'co Z N r w aV LFL��E c a J Cal 2 Wori ft Days Before You Db 811 UWbs UxWWwed Locabon Cw&w F INLE CANER DETAIL CONRACTORTOGROUTTO FINISWDGRADE GRADE R0IGROSERS PLAN VIEW STANDARDOIIRETRSER ROWI(IT: QA FIL ER J CMIRICC£ ROW AT DUTET ww REPEOURETRISER SECTION A-A STYLE IS SSHOWN WITH THE MAXIMUM NUMBER OFI CARTRIDGES (ta�VOLUME SYSTEM IS ALSO AVN'A�IIAABIE WITH WM�GRiROGES E 096'IMNHOLESTMWLMRPEARHYDMU CMMITYISIACTS. IFTHESITEWNUTIONSEX CEED19CRAMUPSTREAAIBYPASSSTRUCTUEB REOURED. C<RTRIIIfF SFl FFF W CONTECH FRAME AND COVER (DIAMETER VARIES) N.T.S. SITE SPECIFIC DATA REQUIREMENTS STRUCTURE ID III WATERQUAUTYFLOWRATE & 0.32 ®I 7.90 RERIItN FEIECOOFPEAK ROW CONTECH FRAME AND COVER (DIAMETER VARIES) N.T.S. SITE SPECIFIC DATA REQUIREMENTS STRUCTURE ID SFMi WATERQUAUTYFLOWRATE & 0.32 PEAK RON RATE ds 7.90 RERIItN FEIECOOFPEAK ROW 100 p OFGH1NOGEB REOwRED 13 CARTRIDGE RUM RATE (GRM) 113 MEDw TYPE (CST, PEPHIE.2PG GAG RE) 2PG T. SPEGFlC ROW FATE M EWAL TO THE RLTER TREATMENT CAPACITY OW) DIMMD BY TIE RLMRCOMACT SURFACE MFA (q R) GM D,a,,...Nw PIPE DATA I I.E NATERW. OwNE1ER IILEf PRENt 151.0.5 OPEP 12'0 INFf 3. CONTRACTOR TO INSTALL JOINT SEALANT BETWEEN ALL STRUCTURE SECTIONS AND ASSEMBLE STRUCTURE. PIW OURf`FT %PE 1 117.00 CPEP I 1'l0 OUTETSTUBA1 SMDWLLM. IFOUTETPIPEISLMGERTHM81WWS .WNTRACTORTOREMOVETHE81N OURETSTUBATMIDED BY IN WT UNE. COUR -1% BY FERNCO OR EQUAL AND PROVIDED BY CONTRACTOR. APPR RIM EI£VAT(MI 115.00 ANT-FLOTATIONBALLAST WOTH HEIGHT NorE513PEaN. REOUREM:Hrs: • PER ENGINEER OF RECORD 1 4. STORMFlLTERWAEROUALIYSRUCTURESHLLBEINACORDANEW DE MTAOIMOgNFINTHS INSIDEH DRkwI 6' TYPICAL 5. STRUCTURE SHALLAEETAASHTO HSMLOADRATNGAW MINGEART MWRO 0'- SANJGItO1 ATEREIEVATONAT,ORBELOW.TIE 10 =2W OUTIET%PEINVERTREVATON. ENGMMOFREWMTOWWIRMACTUALGR MMATEREIEVATON. Cl3TNGS BHNL AEETAARHTO HYDRAULIC CROP M3G AND BE CAST WITH THE CONTECH UCCO. (H)INLET INN. B. FILTERCARTRIWESSIwLLBE MEDM {ILMD,PASuNE,SI%IONAUT MO.R MLROW.ANDWE CIEAVWG RAGALMEDw CEPMGWL TOO1J INN. BE 741 103. FILTERMEDIACOWACT TIMSHALLBEATLEAST MSECDN MYLAR SUBMRTAL T. SPEGFlC ROW FATE M EWAL TO THE RLTER TREATMENT CAPACITY OW) DIMMD BY TIE RLMRCOMACT SURFACE MFA (q R) GM D,a,,...Nw INSTALLKFOMNOTES PuCOC Wwb 1. AWSMSE E,MCKFlLLMPTNAMO RMTFLOTAMMPMMSIONSMESITESPEaRCDESIGNCONSIMMRAT SAWSII M ESM SPECIFIED BY FNGIMER OF RECORD, 2. CONTRACTOR TO PROVIDE EQUIPMENT WITH SUFFICIENT LIFTING AND REACH ID CAPACITY TO UFTA SETTLE STORAi1LTER STRUCRIRE qRE HLTI (LM% CLUTCHES FROMDEO] 3. CONTRACTOR TO INSTALL JOINT SEALANT BETWEEN ALL STRUCTURE SECTIONS AND ASSEMBLE STRUCTURE. 4. CONTRACTOR TO FROMM, INSTALL, AND GROUT INLET PIPE(ST ] I�� 5. CONTRACTOR TO PROVIDE AND INSTALL CCNWCTOR TO THE WTUET RISER STUB. STORMFBTJt EDUPPED WITH A DUAL DIAMETER HOPE NO. OUTETSTUBA1 SMDWLLM. IFOUTETPIPEISLMGERTHM81WWS .WNTRACTORTOREMOVETHE81N OURETSTUBATMIDED BY IN WT UNE. COUR -1% BY FERNCO OR EQUAL AND PROVIDED BY CONTRACTOR. APPR 6, CONTRACTOR TO TAKE APPROPRIATE MEASURES TO PROTECT CARTRDGES FROMCOl6TR11CTIONARATFD EROSPON RNCI PEAK FLOW VARIABLE DIAMETER OUTLET PIPE (5EE NOTE 2) (5EE NOTE 4) WATER QUALITY FLOW OUTLET PIPE (5EE NOTE 4) INLET PIPE (5EE NOTE 4) STORMGATE MANHOLE -PLAN VIEW r11 1 24' 0 FRAME ER(5TD) 5TORMGATEADJUSTABLE WEIR (5EE DETAIL 1/2) STORMGATE MANHOLE - SECTION VIEW �1 1 STORMGATE MANHOLE HIGH FLOW BYPASS PLAN AND SECTION VIEWS STANDARD DETAIL 0 LLC ® 034008M AVen aSwRM1Ne1NEERS 1 1 TTD' 10 =2W Fu Fetb,91 WW. WA 98003 SECOND SUBMIRAL �R 04/15/14 www.esmcivll.com -cw m 2 MYLAR SUBMRTAL ESM GM D,a,,...Nw LarJ Surua�inq U—I M-1, PuCOC Wwb I A,vl,N.u. ESM JOB #1670- 004 -013 PEAK FLOW VARIABLE DIAMETER OUTLET PIPE (5EE NOTE 2) (5EE NOTE 4) WATER QUALITY FLOW OUTLET PIPE (5EE NOTE 4) INLET PIPE (5EE NOTE 4) STORMGATE MANHOLE -PLAN VIEW r11 1 24' 0 FRAME ER(5TD) 5TORMGATEADJUSTABLE WEIR (5EE DETAIL 1/2) STORMGATE MANHOLE - SECTION VIEW �1 1 STORMGATE MANHOLE HIGH FLOW BYPASS PLAN AND SECTION VIEWS STANDARD DETAIL 0 FIRST SUBMITTAL I ESM 02/11/14 1 1 TTD' 10 =2W 1 SECOND SUBMIRAL ESM 04/15/14 oESwxm. a� 2 MYLAR SUBMRTAL ESM 05/12/i! ORION! Q qRE HLTI ] I�� AT NLL Y/lE F IqT OIE 1NR1 scNE ArinRVxav NO. REVISION BY DATE APPR MFR 1 GENERAL NOTES 5TQRMGATE BY CONTECH 5TOWWATER 50WTION5; PORTLAND, OR( 800) 545 -4GG7: 5CAR50ROUGH. ME (877) 9074 7G LINTHICUM, MD (5GG) 740 -3315, 2) PRECAST MANHOLE TO BE CON5TRUCTED IN ACCORDANCE WITH ASTM C475. DETAIL DRAWING REFLEQ5 DESIGN INTENT ONLY. ACTUAL DIMEN51ON5 AND CONFIGURATION OF 5TRUCTURE MIT BE 5HOWN ON PRODUCTION SHOP ORAWNG. 3) 5TRUCTURE AND ACCE55 COVER5 TO MEET AA5HT0 H -20 LOAD RATING. 4) INLET AND OUTLET PIPING TO BE SPECIFIED BY ENGINEER AND PROVIDED BYCONTRAQTOR. PRECAST 5TORMGATE MMHOIE EQUIPPED WITH EITHER CORED OPENINGS OR KNOCKOUT5 AT INLET AND OUTLET LOCATIONS. 5) CONTRACTOR TO ADJU5T WEIRTO DE51GN ELEVATION SPECIFIED IN DATA TABLE BELOW. DO NOT EXCEED 5.0 FT-LB5 TOROUE B 2 SEi (SEE NOTTE E 5 5) WEIR DETAIL - PLAN VIEW 1� 2 u ^�ilai3ndq ADJUSTABLE WEIR PLATE (SEE NOTE 5) EMBEDMENT ANCHORS nYP) WEIR DETAIL - SECTION VIEW tB� 2 ©2012 ODNIECH Elgi..d Sdd.fi s, LLC COMMILLIC r7 r/I 24° 0 FRAME AND COVER (STD) STORMGATE MANHOLE -TOP VIEW 2 ZMGATE MANHOLE HIGH FLOW BYPASS VIEW, WEIR DETAIL, DATA AND NOTES r2' STANDARD DETAIL R- 312919 CHECKED OMPLIANCE TO CITY STANDARDS .�s ERIIaL NAro 1em CITY OF LaRosa as > 1R RENTON POND DETAILS°° RICE DATUM Planning /Building /Public Works Dept. PN 03 AkLT: 19 aw 3'7ct-i 1 R My I N %I Ob D 1 W N w fn z O U !N w LL 7 l ,TV a J 26' 20' PAVEMENT 1 2.07 1 I 2:1 I 5' (TYP.) TYP. � 2" COMPACTED DEPTH HMA 6" CRUSHED SURFACING BASE COURSE 3" COMPACTED DEPTH ATB 12 "4 S.D. 8 "o S.S. —O PRIVATE ACCESS EASEMENT_ SCALE: 1 " =6' 60' EXISTING 41'f 8' ADDITIONAL 6" CRUSHED SURFACING ! 5' 2 .11 MAX. RESIDENTIAL ACCESS - BENSON ROAD S SCALE: 1 " =6' CEMENT CONCRETE VERTICAL CURB AND GUTTER 53' 26' PAVEMENT 6' 10' 3' MINA -, COVER L? 10' 5' (TYP.) 6" CRUSHED SURFACING BASE COURSE ENO W.MJ V-12 "O S.D. 2" COMPACTED DEPTH HMA L3" COMPACTED DEPTH ATB RESIDENTIAL ACCESS - S 28TH ST SCALE: 1"=6' Call 2 Worft Days Before You D� D1W WA CmW (DMF,ND,OR,WA) 5' nn• HIGH AVE S SCALE: 1"=6' -- see r. r I L: I, b GENERALNOTES GINE E RS LL. ® 33400810AVenm SOYA ® THE PROFESSIONAL CIVIL ENGINEER TO CORRECT ANY ERROR, OMISSION, OR VARIATION FROM THE ABOVE REQUIREMENTS FOUND IN THESE PLANS. ALL sane 3os ®I 2. Fetleral Way, WA 88003 MISSED BY THE CITY PLAN REVIEWER. ANY VARIANCE FROM ADOPTED STANDARDS IS NOT ALLOWED UNLESS SPECIFICALLY APPROVED BY THE CITY OF RENTON www.esmeivil.com PRIOR TO CONSTRUCTION. 3. c" l Fnglneeanq Lana sarvrylrq lum vlannZ fume woha I PmJ-1 uanoyement Eanaacape .bcnx «wrc ESM JOB #1670- 004 -013 5' nn• HIGH AVE S SCALE: 1"=6' -- see r. r I L: I, b GENERALNOTES 1. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE CITY OF RENTON CODE, KING COUNTY ROAD STANDARDS (KCRS), KING COUNTY SURFACE WATER DESIGN MANUAL (KCSWDM) AND THE CONDITIONS OF PRELIMINARY SUBDIVISION APPROVAL. IT SHALL BE THE SOLE RESPONSIBILITY OF THE APPLICANT AND THE PROFESSIONAL CIVIL ENGINEER TO CORRECT ANY ERROR, OMISSION, OR VARIATION FROM THE ABOVE REQUIREMENTS FOUND IN THESE PLANS. ALL CORRECTIONS SHALL BE AT NO ADDITIONAL COST OR LIABILITY TO THE CITY OF RENTON. 2. THE DESIGN ELEMENTS WITHIN THESE PLANS HAVE BEEN REVIEWED ACCORDING TO THE CITY OF RENTON. SOME ELEMENTS MAY HAVE BEEN OVERLOOKED OR MISSED BY THE CITY PLAN REVIEWER. ANY VARIANCE FROM ADOPTED STANDARDS IS NOT ALLOWED UNLESS SPECIFICALLY APPROVED BY THE CITY OF RENTON PRIOR TO CONSTRUCTION. 3. APPROVAL OF THIS ROAD, GRADING, AND DRAINAGE PLAN DOES NOT CONSTITUTE AN APPROVAL OF ANY OTHER CONSTRUCTION (E.G., DOMESTIC WATER CONVEYANCE, SEWER CONVEYANCE, GAS, ELECTRICAL, ETC.). 4. BEFORE ANY CONSTRUCTION OR DEVELOPMENT ACTIVITY, A PRECONSTRUCTION MEETING MUST BE HELD BETWEEN THE CITY OF RENTON, THE APPLICANT, AND THE APPLICANTS CONSTRUCTION REPRESENTATIVE. 5. A COPY OF THESE APPROVED PLANS MUST BE ON THE JOB SITE WHENEVER CONSTRUCTION IS IN PROGRESS. 6. CONSTRUCTION NOISE SHALL BE LIMITED IN ACCORDANCE WITH KING COUNTY CODE (SECTION 12.88); NORMALLY, THIS IS 7AM. TO 10 P.M. ON WEEKDAYS AND 9 AM. TO 10 P.M. ON WEEKENDS. :TED DEPTH HMA 7. IT SHALL BE THE APPLICANT'S /CONTRACTOR'S RESPONSIBILITY TO OBTAIN ALL CONSTRUCTION EASEMENTS NECESSARY BEFORE INITIATING OFF SITE WORK :TED DEPTH ATB WITHIN THE ROAD RIGHT -OF -WAY. 8. FRANCHISED UTILITIES OR OTHER INSTALLATIONS THAT ARE NOT SHOWN ON THESE APPROVED PLANS SHALL NOT BE CONSTRUCTED UNLESS AN APPROVED SET OF PLANS THAT MEETS ALL REQUIREMENTS OF THE CITY OF RENTON IS SUBMITTED TO CITY INSPECTION SECTION THREE DAYS PRIOR TO CONSTRUCTION. 9. DATUM SHALL BE NAVD 1988 UNLESS OTHERWISE APPROVED BY CITY OF RENTON. 10. GROUNDWATER SYSTEM CONSTRUCTION SHALL BE WITHIN A RIGHT -OF -WAY OR APPROPRIATE DRAINAGE EASEMENT, BUT NOT UNDERNEATH THE ROADWAY SECTION. ALL GROUNDWATER SYSTEMS MUST BE CONSTRUCTED IN ACCORDANCE WITH SECTION 815.02 OF THE APWA STANDARD SPECIFICATIONS. 11. ALL UTIUTY TRENCHES SHALL BE BACKFILLED AND COMPACTED TO 95 PERCENT DENSITY. 12. ALL ROADWAY SUBGRADE SHALL BE BACKFILLED AND COMPACTED TO 95 PERCENT DENSITY (WSDOT 2- 06.5). 13. OPEN CUFFING OF EXISTING ROADWAYS IS NOT ALLOWED UNLESS SPECIFICALLY APPROVED BY THE CITY OF RENTON AND NOTED ON THESE APPROVED PLANS. 14. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING ADEQUATE SAFEGUARDS, SAFETY DEVICES, PROTECTIVE EQUIPMENT, FLAGGERS, AND ANY OTHER NEEDED ACTIONS TO PROTECT THE LIFE, HEALTH, 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 REQUIRE AT LEAST ONE FLAGGER FOR EACH LANE OF TRAFFIC AFFECTED. SECTION 1- 07.23, "TRAFFIC CONTROL," OF THE WSDOT STANDARD SPECIFICATIONS SHALL APPLY IN ITS ENTIRETY. CENIESI' COSCLI: 1: AM EIVA1 E3'IUNNCE TYPE" I. ?. 5... _ Sheet 2 0[ G O iCOP FD '. � 1 l VI 2EViCM s'nso lxo arl,¢s _ 0 16" CONCRETE RN AY -Tx I I. I T 1 IDEW sr u 1l ssr can UI I:I I: cmv':n 1T ra Rnsc,. 3 8 EXPANSION JOINT (TYP.) 5'haat a 01 G \1 ADOPTED 'IR� I II 111 \T R- 312920 0 FIRST SUBMITTAL ESM 02/11/14 S"s" : 1 SECOND SUBMITTAL NM a� ; wm Isee =WZ,s. CITY OF ESM 04/15/14 ocscNm. �� >Z 2 MYLAR SUBMITTAL ESM 05/12/14 ONG d+ RENTON ' L� °xE iNLN DATUM °HECK M .a lul usv+c Planning /Building /Public Works Dept. IF NOT ONE MC" NO. REVISION BY DATE APPR 0°PR D. CHECKED FOR COMPLIANCE TO CITY STANDARDS LaRosa ROAD CROSS SECTIONS & DETAILS 9 96 DT -01 r 'O a 0 N O O oa w N TREE TO BE RETAINED X7- an 0, r TRr£•u �9" TRIEEM ,REEM 0(8r.-r.7- TWE•s1 t sss t" TREE ' SM 0120.17' mff•so 7. Trill Ad 120.11" rz1 aid Pl TNEE 86Y � 3 TI�S88 V7 9 Q,IZ• 3 Tnff =4 m 1zz 10',9" 10 2 Err �,'m `( )) #18 1I8mlIB lflfftl5 2)6"03) IE 12" =478 /._,.- SSMH RIM = 425.17 \ JIE 8" (N) = 418.89 / IIE 8" (E) = 419.29 SSMH -{ RIM = 426.98 IE 8" (W) = 420.03 IE 6" (SE) = 420.08 IE 8" (E) = 420.33 IE 12 "= 424.98 PROPOSED RE/PLACEMEN' TREE RETENTION IIE 12 "= 432.78 IE 12'!= 433.15 Awl REPLACEMENT TREE IE 8" (Yi) = 38.75 I AN \ \ (IE 8" (E) = 438.75 G• Kneen F x m+sm-E �•+ i - �iR{M = 451.17 �--'- TflffAW• a ;IE 8" PVC (N) = 449.47 IIE 4" CPP (E) = 449.55 Tree fIE 4" PVC (S) = 449.52 SSMH RIPA �RRA - 453.47 IE 6" (N) 445.41 ■ • IE 8" (S) 445.47 • ■ • • _ .-�:{E 8" (W 445.34 mu. ocs EYM -wm. O i m �4 " 7f�•13 1gH e �0�15�20 0" q � . � n TREE 05 IE 12 "= 435.37 C a O. ",13" 1p3 rTFtEEp � • •z TT1r£ IF 12 "= 437.31 INTREEM �4 ••HN L) K ENCECAI Noe SCALE 1 "=40' REPLACEMENT TREE PLANT SCHEDULE BOTANICAL NAME COMMON NAME QTY SIZE REMARKS DECIDUOUS TREE FRUIT TREE MAPLE CEDAR TREES 22 "DECIDUOUS REMOVE TREE #2 33" DECIDUOUS REMOVE Cercidiphyllum japonicum Katsura* 7 2" cal Full and Matching Pyrus calleryana'Chanticleee Flowering Pear* 16 2" cal Full and Matching Fra,dnus americana'Autumn Applause Ash* 7 2" Cal Full and Matching Acer campestre'Evelyn' Hedge Maple* 8 2" Cal Full and Matching Amelanchier grandfflora 'Autumn Brilliance' Serviceberry* 25 2" Cal Full and Matching Acer truncatum x A. plat 'Warren's Red' Pacific Sunset Maple* 10 2" cal Full and Matching Pseudotsuga menaesii Douglas Fir* 5 2" Cal Full and Matching *Drought tolerant once established REMOVE 78 Replacement Trees Required, 78 Provided TREE LEGEND T01G0 P\ArA Akin ei IovCV en[ lClcF• FCWt f:r1NS1 II TINr. • ..ate BOARD FENCE \-EXISTING TREE TO BE REMOVED PER HEARING EXAMINER'S REPORT 54 SIGNIFICANT TREES ( >6" DIA.) EXIST ON SITE; NONE ARE DEAD, DISEASED, OR DANGEROUS. TREE RETENTION FORMULA (RMC 4- 4 -130H) FOR THE R-8 ZONE REQUIRES 17 TREES TO BE RETAINED. PROJECT PROPOSES 4 TREES TO BE RETAINED 17 - 4 = 13 REPLACEMENT TREES REQ'D. 13 TREES x 12" (12" REPLACEMENT RATE PER REMOVED TREE), = 156 REPLACEMENT INCHES 156 REPLACEMENT INCHES / 2" (REPLACEMENT TREE SIZE) =78 TWO" CALIPER TREES ARE REQUIRED TM ; ROTC110N M1"& TREE MATRIX TREE #1 22 "DECIDUOUS REMOVE TREE #2 33" DECIDUOUS REMOVE TREE #3 13" DECIDUOUS REMOVE TREE #4 r DECIDUOUS REMOVE TREE #5 10" DECIDUOUS REMOVE TREE #6 10 "13' DECID. REMOVE TREE #7 8" FRUIT REMOVE TREE #8 10" FRUIT REMOVE TREE #9 15" CEDAR REMOVE TREE #10 10 ",15 ",20" CEDAR,REMOVE TREE #11 8" DECIDUOUS REMOVE TREE #12 24" CEDAR REMOVE TREE #13 190 CEDAR REMOVE TREE #14 26• CEDAR REMOVE TREE #15 7' DOUGLAS FIR REMOVE TREE #16 8" FRUIT REMOVE TREE #17 6" DECIDUOUS REMOVE TREE #18 6" DECIDUOUS REMOVE TREE #19 8" MAPLE REMOVE TREE #20 8-,6- MAPLE REMOVE TREE #21 10" MAPLE REMOVE TREE #22 11- ,10 ",9- MAPLE REMOVE TREE #23 7• DECIDUOUS REMOVE TREE #24 r MAPLE REMOVE TREE #25 12" DOUGLAS FIRREMOVE TREE #26 6" DECIDUOUS REMOVE TREE #27 6" DECIDUOUS REMOVE TREE #28 6• DECIDUOUS REMOVE TREE #29 8' DECIDUOUS REMOVE TREE #30 7" DECIDUOUS REMOVE TREE #31 r DECIDUOUS REMOVE TREE #32 7" DECIDUOUS REMOVE TREE #33 80 DECIDUOUS REMOVE TREE #34 11" MAPLE REMOVE TREE #35 r MAPLE REMOVE TREE #36 V MAPLE REMOVE TREE #37 6" MAPLE RETAIN TREE #38 8" MAPLE RETAIN TREE #39 9• MAPLE REMOVE TREE #40 10" DECIDUOUS REMOVE TREE #41 10 ",9 ",7" DECID. RETAIN TREE #42 10 ",8 ",8 ",7- MAPLE, RETAIN TREE #43 8" DECIDUOUS REMOVE TREE #44 7" DECIDUOUS REMOVE TREE #45 9" DECIDUOUS REMOVE TREE #46 11 ",12" DECID. REMOVE TREE #47 8• MAPLE REMOVE TREE #48 19" DOUGLAS FIR, REMOVE TREE #49 7",7",8" DECID. REMOVE TREE #50 11•,12" MAPLE REMOVE TREE #51 17" DECIDUOUS REMOVE TREE #52 13" MAPLE REMOVE TREE #53 14" MAPLE REMOVE TREE #54 8" DOUGLAS FIR REMOVE TREE #55 10" DECIDUOUS REMOVE TREE #56 33" DOUGLAS FIR OFFSITE TREE #57 15" DECIDUOUS OFFSITE CHECKED FOR COMPLIANCE TO CITY STANDARDS .;1 3002 NW 68th SL Seattle, WA 98117 W W Z Q W Q CL o U) a) UW (r (1)W 'J Z Q J TWA PPOTCTION NOT5 1.4EG0tYVV.IB00 iozzomorPR�0 fiLiwiw9iH.L9EAyR�17?wF5QkA� *v 5- wRoRKi0FAM1E9N. 50Ri011' I�IJfMhNfFEQa7KiL�OfZOPE15N .I.OVkG. 2 DSf 3 C Pj�pNGI�LiM( ES. iFECOfKII. ZOPE50ii@ �WASAG�lEW11NAWt71151FNiExtE�D50PE R�1GDi4E�OPNIENf. NOFL�` ON�W. I. A1fOLNMlY03 .ELifOMIYGi�Q�lA1R7FOZ FO0r0RMVM4EQi=0fll lMFOREVER MO?IM[701.,OR4EATAOF4i PVIW1VN. a FENCE CVDZVMR/ D69XS7fWMA1 ='S*,!QWfOAPOWNOLE551WN9EEMOFA 5 z'x4'W CEDAR t 'SLONCESiCRPNOi. NFICFEN�tISltfA7EZ 1.1k/D %41, NOrE9 HAW ORLUfW1MftC Z Of ANYTIft DEXJ�IdWfO�MNM 7R■ PIECE B p2:riLr.w. 2.3"OFLOW090WODOY'55Fi� MnlapOdRlltCKLOFA,LCrAWfU5. NifN012 fPfdORtEVEWSYAEGttYSOIWFED1�iP�tEG110NP20Fi5A0h1NAWPGVMKE. INITIAL DATE SCFM 3.7 Ft3)IELtIGNFENCQJG9INLBER NCONttaJ015RaL5M17CI1f101F1 U�JGM W4JftEN/J'ff�VA FROM 1}iDIiGiOR. NUAL■VIC ATrACIM M CAF 4E WN i0 AVOV I� OF JOM(5 WN J01MAM WTSS°R�, MCA1G%U M S. foma&A1E% exfNfP7 .AL11GV..1111.1fYi�lJDESOiN. mLOCA1);DAlf5r7i0:4E DRAWN .wv ti5rtou E RSFFCN fANMBE 5PI.WfOrifF aLYMA51 TMP051'WIHMN.6 "OV".A+9 .YFAM4WM ROOrP ONZOt+E0; t�5f0�REfMED.BOA+Y0Ri1NJ�.1N:U IIECQMAY jB 26=4 REVIEWED 0eC0NRWNAtaaE.e%V E 1WxV*a WARAPA6 ni DETAIL DfoEPDX. a.MlMFROMCfaNFEraswu MtUAIWAWMWAFOAA24"0=3'MM 12MI , tIiOJIEREIXiOFMECPIFORALPS7tECIB7IFEES .FENRJG9WLCONPIGtELYx&OIN7 9.M5MD0M:RVYLiKMf0MFifMl;GS1iN. MFWIF.C1W.WM1%D90NMD ft ftII,O �l7 tiiE Pld71EC11R W15 FENL C IA.L RiMNN COrA CY. VM 1M OC SEDU1:NfAiION. R=372921 Am- aRa ESnt; r�MOVALar .IS9.�sAFMrL1EOFCCarANC,:oca� TREE RETENTION PLAN 40 80 160 100 NORTH SCALE 1 " =40' -0" SHEET SIZE 22 "x34" 270E 33 SHEETS Cn� Ka ���9a-V r �> w N s; I i . .. n '._ l.• . -.- , .. ..•. � E 8" (l � 4„7.04 _.. .. IE e" (E) F 436.75 - 1 177 SOUTH 28th STREET III SSMH RIM 45341 E V 0 �rF °..� 1 19 I 118 I 17 21 LANDSCAPE PLAN SCALE 1"=20' REPLACEMENT TREE PLANT SCHEDULE BOTANICAL NAME COMMON NAME QTY SIZE REMARKS TREES Cerddiphyllum japonicum Katsura' 7 2" cal Full and Matching Pyrus caleryana'Chanddeee Flowering Pear' 16 2" cal Full and Matching Fraldnus americana Autumn Applause Ash* 7 2" cal Full and Matching Acer campestre'Evelyn' Hedge Maple' 8 2" call Full and Matching Amelanchier grandiftra 'Autumn Brilillance Serviceberry' 25 2" call Full and Matching Aoer truncatum It A plat 'Warren's Red Pacific Sunset Maple 10 2" cal Full and Matching Pseudotsuga mwaled Douglas Fir' 5 2" call Full and Matching 'Drought tolerant once establshed 78 Replacement Trees -` qW d, 78 Provided SEE SHEET 1.0 FOR REPLACEMENT TREE LOCATIONS PLANT SCHEDULE BOTANICAL NAME COMMON NAME QTY SIZE REMARKS SHRUBS Viburnum davkfl David Viburnum 6 1 gal Full and Matching Miscardhus sinensls Maiden Grass 21 1 gal Full and Matching Nandina domestics Heavenly Bamboo 3 2 gal Full and Matching A tavardula stoedras Spanish Lavender 15 1 gal Full and Matching ® Euonymus fortunei'Emerald n Gold' Euonymus 16 2 gal Full and Matching ® Azalea sp. 'Hino- Crrnson' Evergreen Azalea 12 2 gal Full and Matching 0 Car" testacea Copper Sedge 9 1 gal Full and Matching Ar cl~yllos uva -ursi Kinnildnnik 1 gal Full and MatchinglPlartt 30" o.e. Lawn NY 05ITV Commaa Nuse Oeuas L Species Color Gm h o .Sf,r I .m Aiaorawdo W. r 6 Nm \t iNne F mu.4b.— V. P 12 199 \luanio Bnam IAammmr.,�ans W. P TWIvl Rldrra lAvimn pas.. ' ,v W. r 5 4 Him Flat Aroma kwiii BRED P \1'a0po� C7on W..,Aiu 0.iG .A 1 tcavnn Ym.e. .kh7ka mdA3JAm, \Vhk P 2 0.5 RRaL.a vlsum, R.H .L hum yd6vtna.k 1• OW N.& P 0.5 DESCRIMON WestemNatireisauniqueblendofmti vegtasa mdsild8a formulatedtobmw Mfyand natorali eyour landscape by pmviding seasonal color, enbanced maldlife habitat, and natural sellstabB ®tion. Western NativevAll provide a Imvmaintenance, relativelYinevpen- sive, hnlg ImCng, and ever - changing addition to my landscape or envhonment. Western Native is made up ofg2 %grassesand8%uildTa ers native to TVestem Wash- ington, and is suited to any planting site nest of the Cascade Mountains less than 3000 R eleva- tion. PBL•ANI]BEMIENT 8: g1ANAOESf6'Kf• Seeding rate: 2- -GIbs. periaoosq.2 ioolhs oer acne I i 13 112 � ill I �� �• \'�\ 14.:_.::..:_. 10 JN 15 11 70 .... ... I, _ 445.14 -.. -.. ..... - -. .. - -.. - ._ -: 6' BOAR •fn \�E •- \.'.' : - : -• — 1...... L .• WAIN LINK FEN N 88' 16'20" E 337.10' 6' C f Q\ D FENCE LANDSCAPE NOTES I. c EHIPSA 9R M BE RESPONSIBLE FOR FAJIAMM TH093 .VES wmH AIL 07HM PICNIC TABLE. MOUNT TO CONCRETE SITE IPROYElQ7i5 AND CONDITIONS PRIOR TO STARING LANDSCAPE wax 2. CONTRACTOR SMALL USE CATION "FOE DRGVANG TO Awn DISTUIBNG ANY MUMS ENCOUNTERED CONTRACTOR PAD PER MANUFACTURER'S IS 70 PROMPTLY ADVISE OWNER OF ANY DSTUiBED UTILITIES . LOCATION SERVICE PHONE 1-800- 424 -5553 3. CONTRACTOR SHALL MWIAN AND WATER ALL PLANT MATERIAL TOR 1 YEAR OR UNTIL FNAL INSPECTION AND ACCEPTANCE SPECIFICATIONS. PICNIC TABLE BY OWNER. 4. CONTRACTOR SHALL BE RESPONSIBLE FOR COMPUTING SPECIFIC QUANTITIES OF GROUND COVERS AND PLANT MATERIALS MODEL TO BE DETERMINED UTWING ON -CTMER SPACING FOR PLANTS AS SuTm ON THE IANI)SCME pµ AND MINIMUM! PW7ING DISTANCES AS 4' WIDTH CONCRETE SIDEWALK SPECIFIED BELOW N THESE NOTES. 5. CONTRACTOR SWILL BE RESPOMOE FM PROMONG THE OlaTDTES OF PLANTS THAT ARE REPRESENTED BY SYMBOLS ON THE DRANDIGS. 6. SUBCRAOE IS TO BE WITHIN 1/19' OF OFE FOOT AS PROVED BY OTHERS. ALL PIANRNG AREAS TO BE CLEARED OF AL CONSTRUCTION MATERIAL AM h0O6 AD STICIfS WAGER THAN r DWIEM. 7. NEW BED NEAS AS SHOWN ON THE PLANS. SHALL RECEIVE A MINIMUM OF T DEPTH ORGAN. MATERIAL CULTWTED MO THE TOP 6 OF SON. SHO " IN SO S PLE ORGANIC AN CONTENT OF FIVE ANALYSIS OR MDIE N A TIEPIN OF SIX INCHES AS R=372922 SOL S AL A SNE SAMPLE ANALYSIS. THE F FI E PENCE SWILL INCLUDE: A DETERYNATION OF SOL TDOURE, IDM/9NG PERCENTAGE OF ORGANIC MATTER B. AN APPROXIMATION OF SOL INFILTRATION RATE. AND a MEASURE Ph VALUE L ALL BEDS 70 RECEIVE A MINIMUM OF 2' FIE FR BARK OR SIMILAR APPROVED MULCH. 9. ALL PLANT MATERIAL OWL BE FERTILIZED WITH AGRO TRANSPLANT FERRUZkTt 4-2 -2 PER MANUFACTURER'S SPECIFICATIONS. 10. ALL PLANT MA,nML SKILL COTFORM TO AMA SDJDADS FOR NURSERY STOCK, LATEST EMWL ANY RFPUICEMIOHS MADE AT ONCE A GENERAL ALL PLANT MATFRML FURNISHED SHALL BE WALTHY REPIESE TATNES TYPICAL OF THEIR SPECIES OF WEN AID SHALL LAVE A NORMAL GROWTH IANF. THEY SHALL BE FUN. WELL BRANCHED. WELL PROPORTIONED. AND HAVE A VIGOROUS, WELL DEVELOPED ROOT SYSTEM. ALL PLANTS SHALL BE HIM UNDER C MVXIC CONDITIONS SHIM TO THOSE N THE LACA M OF THE PROJECT. B. TREES. SHRUBS. AND GROUND COVER: QUANTITIES. SPECIES. AND VARIETIES. SIZES AND CONDITIONS AS SHOWN ON THE PLANTING PtAH PLANTS TO BE HEAuW. VIGOROUS. WELL FORTED WHEN N Liff FREE OF DISEASE, INJURY INSECTS, DECAY, HHARHFIW. DEFECTS, AHD AL WELDS. NO SUBSTITUTIONS SHALL MME WITHOUT WRITTEN APPROVAL FROM LAHDSCIPE ARCHITECT OR DRIVER. " �� � �, o 5� NO H NORTH SCALE 1 20 40 80 SHEET SIZE 22 "x34" PROVIDED TO ALLOW FOR BLOV -OUT N WNFM Cr�>" r2--- 37-;:tI-;,-;�L Mnllfl 41. 3002 NW 68th St Seattle, WA 98117 w � w �za cis 3:11 W O t` o �aWCr. U I= W J Z J m ©� c a7Tiia^i3i0 LANDSCAPE PLAN 200 280F 33 SHEETS r a N � N 1� O&MNA L V1 0. 197W AWWAVIAUT ate, ��� ��, . . . . . . . . . . . . . . . . . . . Remove all budaip from roolball unless fragle mat system : —Remove all wim or other strapping from rootha . . —Loosened native soll, remove all debris Lam r In diameter. Ensure planting pit has good dralmigs. deflector for tress adjacent to sidewalks Water and " compact before planting �IIIIiillillllllllllilllll III 2 X ciameter TREE PLANTING DETAIL NTS B&B or containartred F, Finish grade shrub, brp. Remove container Set all plants at complatety or remove budap nursery Wet w from top W of rootball, remove all wire and string Mulch per landscape notes, pull mulch 3- Loosened native soll, away from main stem remove all debris over 2' in diameter, ensure planting pit has good Shrub planting Pit Preparation = motball drainage depth & width Om Addftk)nW planting area 1W additional all skies preparation Per dravvings Scarify pit all sides --- Undisturbed subgrade (provides firm base so that rootball Wit not sink) Roollball + T-O"Min all skies SHRUB PLANTING DETAIL NTS 1W Aotes: 1. All groundoover shall be planted at equal idangular spacing with on center spacing as specified on plaming plan CCC 2. Locate groundcaver one half of specified spacing distance from any curb, skieuwalk, or other hard surface, unless otherwise specified Typical ground cover planted at nursery level Mulch per notes, pull Finish grade mulch 3" away from main stem ..j soll par notes an n soll, per specs I See Plard Schedule \-6min scaMM subwade GROUND COVER PLANTING DETAIL a - man CHECKED FOR COMPLIANCE TO CITY STANDARDS 15:11Z,16-e-1,— g10,42 h -6-// q //t 16 0 20 40 80 NORTH SCALE 1 " =20' -0" SHEET SIZE 22"x34w Cr)- RL 3002 NW 68th St Seattle, WA 98117 w W Cr .w U) Z as woe (L - 0 < Z 0 (r, C/) a W cz .j Z Ir .j ITIAL. DATE JMV 2500114 is 2rM14 LANDSCAPE PLAN 10 29 of 33 SHEETS � 0 > I � A PORTION OF THE NW 1/4 OF SECTION 29, TWP. 23 N., RGE. 5 E, KING COUNTY, WA 8 z NOTES: c ➢� iRa lgo D GGG 92� M 1. SEE SHEEP RW -01 FOR HORIZONTAL CURVE DATA. Qm z TRACT A EXISTING POWER. TO RELOCATED S G� STREET 2. EXISTING DRY UTILITIES SWILL BE REMOVED OR (STORM DRAINAGE) (SEE SHEET RD -03)S c RELOCATED BY THE APPROPRIATE UTILITY COMPANIES AND COORDINATED WITH THE CONTRACTOR. NOTIFY 6387000140 - . i ��� 28TH ST .r�j ^ SEE SHEET PN -01. 1�. S M THE ENGINEER OF ANY DISCREPANCIES. .. SEE SHEET SD S'A#.V£SkT, PN-O E{[/ SEE SHEET PN 3. CONTRACTOR SHALL RECORD ANY FIELD DEVIATIOJ?'' FROM THE ENGINEERING PLANS. THESE RECORDS w/rRASH RACK SEE SHEET Prr m W. 1 i, � STA.30+22.31, 25.17' LT - - '� SHEET PN-Ot �' I� SWILL BE KEPT ON CONSTRUCTION DRAWINGS AND TURNED OVER TO THE ENGINEER UPON COMPLETION :. �� %---- ... ,- i� a� TRACT w e . �s�c OF THE PROJECT. �'� �y >. SHEET PN -61 : , . �c- ';. _ D " .B DEDICATED Rett' �l WATER ...KEY 4. STREET NAME SIGNS AND sroP SIGNS ro. BE � � --- •:, .�. r, d n t � "' i�'°, E SHEET R FOR ADA & MAP INSTALLED PER CIT' OF RENTON STANDARDS G013 . 4r i �r��,I; .� ,tl ,�: Gf RETURN MIF'ORMATION W � G013. FINAL IACATKX95 TO BE DETERMINED DURING CONSTRUCTION BY THE CITY. SIGNS WILL NEED 70 .,,s cX `�? � ' ISIING SEWER BE INSTALLED PRIOR TO AS -GUILTS AND COMPLETION 0 Cc OF CONSTRUCTION. 414 : 417.73 5. ALL TRENCH RESTORATION SHALL BE PER 415.72 „, '' `• .' �.�� �"� '?�Y t Y 'T, ° "" ', THE 4,eae. - . .'? - L ,.n1 p �p 18"0- SD F 1 IJ�Iti J CURRENT CITY AENDET TRENCH RESTORATION {,s.4a. {1° � ia5 -.... 422.23 445n -- - -4M30'__--420 --- AND STREET OVERLAY DETAIL. E s 5 \ ---_ � 44863- 5 .ss 6. STORM DRAINAGE MAINS SHALL BE VIDEOED FOLLOWING INSTALLATION. VIDEO TO BE PRO)ADED TO 4,4.7 {1x93- v \ 1 - L 1 A 5f LF, 12'6 SD 1 s'I3 ' \ N 1\ v\\ y� 1 , , ` \ -` '\\\ \ \ ©.. Fo {{19.1, \: _.. CITY INSPECTOR. bb 420.31 {2,:s ~pC: ,+00 SAWCUT e 43 SI Q. � . - 7. PROVIDE PAD WHEN VERTICAL SEPARATION LINE 4�.. 4 --- 423.82- 428.1 < -'` �' �� -'�- ---- - 42724: 43,A7 434:36 435.3514 429A7 �" THAN NAF IS LESS TWJV 1 F00T. �-` EXISTING WATER `� �' � 32+00 3+00 33+00 34� REMOVE EX - 429 PROPOSED ASPHALT �REMOVE EX i w LU SD CULVERT IN R/W SO CULVERT1 AXIS SURVEY & MAPPING, INC. -==-- Fo ` 1-� 13003 NE 126TH PL _ -� -: `� Fo -------P --- o ro FO 0 0 -- --- ----- J P P--- P- - ----- KIRKLAND, WA 98028 IV- t;8 #i, TYPE 2-48'0 _ s �` �I -�-� ,-• HO 425-823-5700 _ _ W/SOLID LOCKING LID SCALE: 1'.s' $TA 3D+67.$2. 26.00' LT AS -BUILT DRAWINGS ROAD TRANSITION C8 Si TYPE , `� TYPE 2-4$ 0 STA 32+70.36, 20.72' LT STA 10+34.97, 18.58' LT _. 20 10 '0 STA. 30+$3.99, -?150 LT. 10/31/2014 tiPOF EL.=416.45' CL NT'X MN SIDEWALK IMPROVEMENTS + S STA.=30+3'3.97, 25.67' LT. =STA. 104%.06. S 287H ST 0087000019 OD87000021 9, 9 {o -BEGIN ROAD '.IMPROVEMENTS FSSRF 1s.7o' LT. K 2-�-� ��� L I� / 1 T 2-48"2 R=3 7 924 ALLOWABLE PIPE MATERIAL. U".'�,�STa=3o+20.00, Nni W/THRU-CURB INLET $TA 33+88:95, 20.72, 1.T.: LAND 0087000006 0087000007 0087000005 STA 10+34.97, 18.58' RT 1. REINFORCED CONCRETE PIPE 2. DUCTILE IRON (WATER SUPPLY. CLASS 50 OR 52) I l ti� 15 3. SOLID WALL POLYETHYLENE PIPE (SWPE; ALSO KNOWN As HDPE PIPE OR HDP) 4. CORRUGATED POLYETHYLENE PIPE (CPEP) BENSON ROAD S (MINORARTERIAL).. Ilk-- r m M Mlco �j - hl j j N� N M M M Vl t0 M { CL INT X I �I 1 I _ I ST + BENSON 10+00.00. ROAD S'28TH ST 3s' LE40,95, E V: 32.9$ -s3 IF, 120 S 430 - - - I 430 435 j o 435 _ - -- EXISTING GRADE O rt 425 EXISTING GRADE 0 CL - 430 4W I i'' �-- •� -� I ss' .0� , SD 37 Li ,+ i .84- LF, 18 .� I i CU 4% , r -rte yy �/ �! 5=051 i I �(Q 425 _ -- --- I -1 d -0c- q� L I 52" : TYPE 1 I� LF, 12"" SD j " :fj W 47 _ r ' C ' I/ i i li ® 435 62 "- TG=43$:4Q 415 -d3 LF 18'd Sfl -1 i i 41529 S=0.33 /° IE -440:46- IE=43Q:�8-12"0 R 12 0 SE 430 79 NW a3o7a n 42U �, EX15S\N ti I TGm% 1 428.30' _ I 1 = - r...�r.... ' E- yy 12"8 N, 425.13' I I U v 410 I �_... SD CUL RT - ' -- - iI 1 410B is. TYf IE 2-48"0 S V. 2-4840 - 4 - - 415 W/TRA9H RACK I' 425.94 E=42681- 118"OSE TG=HR43s2..86 432.08'------- IE=4 18 425.71' E-426.01 18"0 NW arc 1 "0 NE 426.18' 412.70' i i �E E=426:88 1 SE 426.70' - 405 CB 11, TYPE 2-48.0 I--�_ i 405 '410 I CB TYPE 2-40"0 j �E 426J8 1 "'8 0 NW 246.13' CHECKED FOR COMPLIANCE TO CITY STANDAR W TG UD LOCKING LID 416.98 I I TMG IE .09 12"0 S azzar 424.96' IEF�18"0 1E 41366 j *At IE2-18"0 INW 413.63 I IE-18 IES 240 N 42466' 424.01'. i 30+00 __ 31+00 32CC+� 00 33+ 34+00 IL� CON-11ITINO: 0 T,{ICST, , NAIN BAA.. I4tlt9Tt SUBMIITAI ESM /11/14 ,3J,{ 9lMY@ 4l'IE �. HWD IBBB w wo,.m/Iw, CITY OF LaRosa ad/i eN�1Al, ,ar z w9r1� B1w. rw eoa 2 f suk,lnl,ru 13fA �,2�,4 ili 2 R E N T O N ROAD AND STORM PLAN AND PROFILE �.N qV. LIq wwvl.eemclyltco,n .com � � Planning/Building/Public Works Dept. -0'1_ Gq,WA) ESM J(19 #1670-004--013 r,�t�° NO. REVISION BY DATE APPR 11 I � 8 z o 'Fo mD c ➢� iRa lgo D GGG 92� M z Qm z _ I � 8 N J o 'Fo mD O A=N iRa lgo D GGG 92� z Qm z _ cI _Z� z c z m M In I 8 N J o 'Fo mD O A=N O T 8 O $m_ _ 7 NOTES: 1. SEE SHEET RW -01 FOR HORIZONTAL CURVE DATA 2. EXISTING DRY UTILITIES SHALL BE REMOVED OR RELOCATED BY THE APPROPRIATE UTILITY COMPANIES AND COORDINATED WITH THE CONTRACTOR. NOTIFY THE ENGINEER OF ANY DISCREPANCIES 3. CONTRACTOR SHALL RECORD ANY FIELD DEVIATION FROM THE ENGINEERING PLANS. THESE RECORDS SHALL BE KEPT ON CONSTRUCT40N DRAWINGS AND TURNED OVER TO THE ENGINEER UPON COMPLETION OF THE PROJECT. 4. STREET NAME SIGNS AND STOP SIGNS TO BE INSTALLED PER CITY OF RENTON STANDARDS GOIZ & 6013: FINAL LOCATIONS TO BE DETERMINED DURING f :C CONSTRUCTION BY THE CITY. SIGNS WILL NEED TO zO BE INSTALLED PRIOR TO AS—BUILTS AND COMPLETION F OF CONSTRUCTION. U � 5. ALL TRENCH RESTORATION SHALL BE PER THE 0 Gj CURRENT CITY OF RENTON-TRENCH RESTORATION 01 a .I AND STREET OVERLAY DETAIL ^ S. STORK/ DRAINAGE MAIM SHALL BE VIDEOED 0 FOLLOWING INSTALLATION. VIDEO TO BE PROVIDED TO CITY INSPECTOR. .I 7. PROVIDE ETHAFOAM PAD WHEN VERTICAL SEPARATION W (n f IS LESS THAN 1FOOT. Z1 AXIS SURVEY & MAPPING, INC. 13003 NE 126TH PL KIRKLAND, WA 98028 g 425-823-5700 ; i AS -BUILT DRAWINGS 10/31/2014 ALLOWABLE PIPE MATERIALS 1. REINFORCED CONCRETE PIPE 2. DUCTILE IRON (WATER SUPPLY, CLASS 50 OR 52) 3. SOLID WALL POLYETHYLENE PIPE (SWPE; ALSO KNOWN AS HDPE PIPE OR HOPP) 4. CORRUGATED POLYETHYLENE PIPE (CPEP) 435 425 0087000021 FO A PORTION OF THE NW 1/4 OF SECTION 29, TWP. 23 N., RGE. 5 E, KING COUNTY, WA o OADWAY TRANSITION STA.=36+28.71, 21..50' LT. 20 LF. WO SD\ END OF SIDEWALK /� .50 6r0� CS #1D. TYPE 1- F16 STA.=36+50.74\ 8.00' LT: 8 DEDICATED R/W 44332 0 "43x:24.9'0 SAWCUT LINE'' I 3tOD 1-441.x6 '-'-443:3 38+00 –'-r—�— 4--+ n ' I 100 wA YOU op ISM. c Aw ESM JC 11% 0087000029 0 G 1 440.95' 435.90' N W 2" 436.00' SE 12" 436.00' NE 6" FO------FO--- 0087000025 BENSON ROAD S (M INORARTMAL) so S.S. \ '-RE4 \ \ ST( X447,01 IL I I—� 1 � 446 49' E=4S4622, 1200 44 4+ 12"0 SO mS S=11.91% 445.96' 12"0 441.07' N W 12" 441.25' SE 12" 441.76' E 6" 0087000220 n suxMrrA� TISYDATE CITY OF 2 x su�u1TAL +!" R E N T O N �°� DATIJM' Am Planning/Building/Public Works Dept. 6 1Lf WIE-M3I NO. REVISION APPR if KEY MAP `U SCALE: 1"`W HORG 1--s' vw. w 10 m 40 R-312925. i�139t3� Erp 435 CHECKED FOR COMPLIANCE TO CITY STANDARDS 4 LaRosa ROAD AND STORM PLAN AND PROFILE 01 iz-'s1lq 1"3_ I r .z 8 ;� 1 z C O I n a a onoa TD N iq m m Jaz E' I r 8 J a � bhp y 1 2) JNi � D C O I n a a onoa D iq m z Jaz E' z HO 5 zm m m I I_ I y N J a � bhp y 1 2) JNi � D C C I n a m N I I� 8 p n a m iq CC G 2 E' A PORTION OF TI41E LVW 1/4 OF SECTKM 29, TWP. 23 N., RGE. 5 E, KING COUNTY WA STA.=12+95.74, 13.00' LT. OB #13. TYPE 1 3 I INSTALL (2) O EXISTING SEWER PIPE 12 -UNIT STA 11+54;93, 12.22' LT DRIVEWAY APPROACH PER __ Z DETAIL ON SHEET DT -01T0- BE REMOVED _ 4 NEIGHBORHOOD X -X- MAILBOXES ... Y/T�j 1 PROPOSED WATER (TYP•) 00 CO •TRACT A`✓ %, 70-"7.57 1G-449..+5 (STORM DRAINAGE) 6'm S.D. 0.5% MIN: TG-4M1,g3 TO -4"•09 IE -443.42, 6•e IE -45.45, 6 W 1 �-44909. 6'� IE -44342 9'e - 1 (TYP.) IE 43&38, 6'4 - - - - '- Pdp I _ 1 SEE SHEET PN-Ot X437.39 I � CS J4 P P z 23 LF 12'0 S o a -, Y - STREET NAME gnir' ``, ^x.: \ \ ,� ✓ i ',; . r..` J w " e2A1 ii. 12.0 SO _ x k STOP SIGN EE NOTE 4 S�- , t 2.0 SD /� x.h✓,�sh. - c .z C„ s� r M� P.,S.. �.` e x [[ l �A� -. � '.. ...-�? ._. _...... ,. � � ,-_. .,�':� 7. _f {F. � k as.,�. .._,-_v"c :c' aN1CWd1.Y�.LIGc'�k- _ .. `x, �be✓r'�a^s. �_ _�� ..ea r, °,',. ^a"s . = NIA. IU+= KOLLA 4138410;37 - STA. ELEV. = YOU Ob S 1 J3 00 1 v 2' I L- i=671% . :.I CB #11. TY 435.461 =4 .4Y ;ijE--404" "0 E / I 436.97 o N' IE=430.97'x1 SE TIE=429.97 1IT'0 5 "-7TT 9-43&70 -1K`- .40 I IE=433.53, 610 IE 4"I.09, 64 TYPE 2-48'0 12, TYPE 2-480 #-",34, 11.22' RSTA#53, 11.22 I RT Ir ....�::,.. CO i 1f6-.449.54 3' MIN. TYP, W-444.54 6^e 1 ( ') IE -44'4.54. 6'0 1 10' PRNATE JOINT ; EXISTINNG SEWER .PIPE UTILITY ESM -T. (TYP.) TO BE R€MOYEO UOINT UTILITY TRENCH 68 SEE I. 0yP-) 18 20 19 21 �< - r ET RO-01 5 KEY MAP DRIVEWAY APPROACH TABLE LOT STATION - OFFSET - ELEVATION 1 STA.=11+27.95, 13.00' LT. 438.21 2 STA.=11+71.28, 13,00' LT. 441-49 3 STA.=12+21.28, 13.00' LT. 445,22 4 STA.=12+71.28, 13,00' LT. 447.90 18 STA.=12+92.66, 13.00' RT. 448.72 19 SFA, -12+42.66, 13.00' RT, 446.50 20 STA.=11 +96.66, 13.00' RT. 443.42 21 STA.=11 +67.66, 13.00' RT. 441.20 POND STA.=10+82.50, 13.00' LT. 434.57 SEE DRIVEWAY DETAIL 2-030 ON SHEET DT -Qt AXIS SURVEY & MAPPING, INC. ET RD -OI 13003 NE 126TH PL KIRKLAND, WA 98028 e7;,,, 425-823-5700 ALLOWABLE PIPE MATERIALS AS -BUILT DRAWINGS 1. REINFORCED CONCRETE PIPE 2. DUCTILE IRON (WATER SUPPLY, CLASS 50 OR 62) 28TH STREET 10�31�2014 � 3. SOLID WALL POLYETHYLENE PIPE (SWPE; ALSO KNOWN AS HOPE PIPE OR.HDPP) (RESIDENTIAL. ACCESS) - - 4. CORRUGATED POLYETHYLENE PIPE (CPEP) PROPOSED -RADE 0 q 3STiNG GR E o (�--% S=0.48% 440.29' $ 435.14' _48021 E 435.10' N 43.5.03' W 435.09' .. 201 _ «! I I I SECOND SUBMITIAL IFSN WA5114 1 P �r lYld 1+a06imn C44iw OMFdD.ORMW ESQ MB #1870-004-0135,`1,v, N0. REVISION BY I DATE I APPR CITY OF RENTON q1E NOH. DATUM AT nu ruc Planning/Building/Public Works Dept. c:eor o,aww sau,cm,o„ar ;12- 3-7'a-9'� n INSTALLED PER CITY OF RENTON STANDARDS 6012 k GO13. FINAL LOCATIONS TO BE DETERMINED DURING CONSTRUCTION BY THE CITY. SIGNS WILL NEED TO BE INSTALLED PRIOR TO AS -GUILTS AND COMPLETION OF CONSTRUCTION. _ 5. ALL TRENCH RESTORATION SHALL BE PER THE CURRENT CITY OF RENTONTRENCHRESTORATION AND STREET OVERLAY DETAIL 6. STORM. DRAINAGE MAINS SHALL BE VIDEOED FOLLOWING INSTALLATION. VIDEO TO BE PROVIDED TO CITY INSPECTOR. 7, PROVIDE ETHAFOAM PAD WHEN VERTICAL SEPARATION IS LESS THAN 1 FOOT. i SCALE: 1•-20 Hafiz. 1'-5' VERT � I 20 10 0 20 40 € ,t4 C J NA r n a 455 z m NOTES: O I W D SEE SHEET RW -01 FOR HORIZONTAL CURVE DATA. u. N n 2. EXISTING DRY UTILITIES SHALL BE REMOVED OR INSTALLED PER CITY OF RENTON STANDARDS 6012 k GO13. FINAL LOCATIONS TO BE DETERMINED DURING CONSTRUCTION BY THE CITY. SIGNS WILL NEED TO BE INSTALLED PRIOR TO AS -GUILTS AND COMPLETION OF CONSTRUCTION. _ 5. ALL TRENCH RESTORATION SHALL BE PER THE CURRENT CITY OF RENTONTRENCHRESTORATION AND STREET OVERLAY DETAIL 6. STORM. DRAINAGE MAINS SHALL BE VIDEOED FOLLOWING INSTALLATION. VIDEO TO BE PROVIDED TO CITY INSPECTOR. 7, PROVIDE ETHAFOAM PAD WHEN VERTICAL SEPARATION IS LESS THAN 1 FOOT. i SCALE: 1•-20 Hafiz. 1'-5' VERT � I 20 10 0 20 40 c N J NA r n a 455 ; NOTES: O I W 1. SEE SHEET RW -01 FOR HORIZONTAL CURVE DATA. u. N D-a 2. EXISTING DRY UTILITIES SHALL BE REMOVED OR RELOCATED BY THE APPROPRIATE UTILITY COMPANIES z € L) AND COORDINATED WITH THE CONTRACTOR. NOTIFY i z THE ENGINEER OF ANY DISCREPANCIES. c 3. CONTRACTOR SHALL RECORD ANY FIELD DEVIATION '3 W FROM THE ENG046ERNG PLANS. THESE RE(MOSz m SHALL BE KEPT ON CONSTRUCTION DRAWNGS AND TURNED OVER TO THE ENGINEER UPON COMPLETION OF THE PROJECT. 4. STREET -NAME SIGNS AND STOP SIGNS TO BE INSTALLED PER CITY OF RENTON STANDARDS 6012 k GO13. FINAL LOCATIONS TO BE DETERMINED DURING CONSTRUCTION BY THE CITY. SIGNS WILL NEED TO BE INSTALLED PRIOR TO AS -GUILTS AND COMPLETION OF CONSTRUCTION. _ 5. ALL TRENCH RESTORATION SHALL BE PER THE CURRENT CITY OF RENTONTRENCHRESTORATION AND STREET OVERLAY DETAIL 6. STORM. DRAINAGE MAINS SHALL BE VIDEOED FOLLOWING INSTALLATION. VIDEO TO BE PROVIDED TO CITY INSPECTOR. 7, PROVIDE ETHAFOAM PAD WHEN VERTICAL SEPARATION IS LESS THAN 1 FOOT. i I 4451 11 440 t=3729 6 1 4 CHECKED FOR COMPLIANCE TO CITY STANDARDS t �a LaRosa ROAD AND STORM PLAN AND PROFILE b` 2-3-? 00%q13 � I c N J NA r 1 455 ; N=° O W 450 N i I 4451 11 440 t=3729 6 1 4 CHECKED FOR COMPLIANCE TO CITY STANDARDS t �a LaRosa ROAD AND STORM PLAN AND PROFILE b` 2-3-? 00%q13 YD 5 TG -450.74 IE.446:24, 6"+ 6"6 S.D. O 0.5% MIN. MID) t E----- — O� O +6 O LU w lu 'P Z -z r ?. 123 LF 12'0 S w J rA f 1 n: a.. ........ . F -- w I TG -450.13 Ism 13+58.23, 11.22' RTF 17 & MAPPING, INC. 13003 NE 126TH PL KIRKLAND, WA 98028 425-823-5700 AS -BUILT DRAWINGS 10/31/2014 �� u 1 7 70#451.28 IE -446.03, 6"+ .� 3' MIN.:(TYP.) A PORTION OF THE NW 1/4 OF SECTION 29, TWP. 23 N., RGE. 5 E KING COUNTY, WA HIGH AVE S APPROACH PER I SHEET DT -01 8 N \ =446.64. s:+ ? _-------------- �EXISTIN6 SEIdER, YO 4 'tC�4tSt.36 ., IE -447:38, 6" r IE*"7.36, e o _... 00 TTO-09.20. 3 IE -446.13, WIP 1 "18 10' PRIVATE JOINT SEE SHEET JIRD -06 UTILITY ESY7. (TYP.)- 13 _ JOINT UTILITY TRENC ' 26' PRIVATE ACCESS (TYP•). AND PUBLIC UTILITY MIT. 12 S 28TH STREET (RESIDENTIAL ACCESS) ING GRADE '0 GRADE O I(1- . GB./18, TYPE 1 STA 15+61.04, 12.22' RT 9 caAT t PROPOSED w Ill ER a.. —. _. I iZ4 I J 205 LF. 112`0 SO w—O _ i S 445.11' N\/ 45.012' E 445.08' N 444.94' SE 444.92' W 444.97' SIDEWALK IMPROVEMENTS :15+80.63, 21.50' LT. — EXISTING C INC. SI:DEVIALK APPROX. ?.b' WIDE _ S 28TH ST y (RESIDENTIAL ACCESS) EXISTINGEXISTING CONC. SIDEWALK �'• PAVEMENT r APPROX. 2.5' :NIDE 1 END S10 ALK IMPROVEMENTS 1 —2— STA +78:90, 21.50` RT. ( d J DRIVEWAY APPROACH TABLE LOT # STATION - OFFWr - EWA'189N 5 STA =13+21.28, 13.00' LT. 449.50 6 'STA.=13+69.09, 13:00' LT. 450.29. 7 STA.=14+16.63, 13.00' LT. 450.97 ALLEY N STA.=15+40.70, 13,00' LT. 452,83 ALLEY S ;SA.=15+6 .90, 13.00' RT. 45121 12 TSTA.=14+76.70, 13.00' RT. 4$1.87 13 STA.=14+25.53, 13.00' RT. 451.10 14 STA.=13+71.19, 13.00' RT. 450.29 17 STA.=13+42.66, 13;05' RT. 450.17 * SEE DRIVEWAY DETAIL 2-030 ON SHEET DT -:01' _E SHEET RIs -05) ALLOWABLE PIPE MATERIALS HIGH AVE S 1. REINFORCED CONCRETE PIPE 2. DUCTILE IRON (WATER SUPPLY, CLASS 50 OR 52) AL 7 11 3. SOLID WALL POLYETHYLENE PIPE (SWPE; ALSO KNOWN AS HDPE PIPE OR HOPP) 4. CORRUGATED POLYETHYLENE PIPE(CPEP) 453.15' SE 446.01' W 448.00' 448.11' 12" NW -� Im/1 axup an wwm»sauui t SECOND AI.: - ESM i514 : �• � xormaau:eW ,aes/tsn� Fb. t+�i�►r i CITY OF F�.,.I>r.� wA,t� I�� 2 14VtAR 5U6MYt TPL EBtA �,s/,4 no fZ E N T 0 N Yat Dip 1708 emciwl.cbm � �ine 0R1""' ,. y�'.. np I =�0 -� I /SiE4 �' _ STI . I DATUM Planning/Building/Public Works Dept. v nar ac..Io. #1670-004-013 �i \t''ZO� NO. REVISION BY DATE APPR , SCALE: �*.W , 20 io 0 20 40 NOTES: 1. SEE SHEET RW -01 FOR HORIZONTAL CURVE DATA 2. D USTMG DRY UTILITIES SHALL BE REMOVED OR RELOCATED BY THE APPROPRIATE UT fTY COMPANIES AND COORDINATEO WITH THE CONTRACTOR. NOTIFY THE ENGINEER EER OF ANY DISCREPANCIES. 3. CONTRACTOR SHALL RECORD ANY FIELD DEVIATION FROM THE ENGINEERING PLANS. THESE RECORDS. SHALL BE KEPT ON COWTRUCTON LRtAWWS AND TURNED OVER TO THE ENGINEER UPON COMPLETION OF THE PROJECT. 4 STREET NAME SIGNS AND STOP SIGNS TO BE INSTALLEDPERCITY OF RENTON STANDARDS 6012 do G013. FINAL LOCATIONS TO BE DETERMIINED DURING CONSTRUCTION BY THE CITY. SIGNS WILL NEED TO BE INSTALLED PRIOR TO AS-BINLTS AND COMPLETION OF CONSTRUCTION. 5. ALL TRENCH RESTORATION SHALL BE PER THE CURRENT CITY OF REIN,TON TRENCH RESTORATION AND STREET OVERLAY DETAIL 6. STORM DRAINAGE MAINS SHALL BE VIDEOED FOLLOWMIG VWXIATION. VIDEO TO BE PROVIDED TO CITY INSPECTOR. 7. PROVIDE ETHAFOAM PAD WHEN VERTICAL SEPARATION IS LESS THAN 1 FOOT. m CHECKED. FOR COMPLIANCE TO CITY STANDARDS '+P "S. 2W S!5'/ LaRosa ROAD AND STORM PLAN AND PROFILE zC< L Nz m a s o a a m Z sZ* H6 C .; m a n g y 8 N J b � D A =D O v W N G g 8 O �a� G Rm Z-9' I A PORTION OF THE NW 1/4 OF SECTION 29, TWP. 23'N., RGE. 5 E, KING COUNTY, WA z� = ❑ c c 0 Oi 03 M EXISTING CONC. SIDEWALK m m m n APPROX. 2.5' WIDE e; Z j z m m �, sr m EXISTING CONC. SIDEWALK - INT'X / ' ./ APPROX. 2.5' WIDE CL =STA 15+68.054. S 28TH STREET-� �'.. CL INT'X '£+ /•3� tia a (V "' SF 0 3iA !STA. 15+40.70: S 28TSf STREET 5 I r 33 LF, 12"0 SD KEY MAP STA.=2+32.99. AT CL END ALLEY IMPROVEMENTS EXIST`1G\^: j ,._ C� %19. TYPE 1 SCALE: 1'-6 � Vj P aEf,^ENT 7v STA 3+_43:44. O.QO' T .. �+ 00 STA.=STA=8+61,52, AT CL 20 f0 0 20 40 i Rxw•ss.9, EXISTING SEWER N:�. 461.8109'e � RNtRsS8.45 END ALLEY iMPROVEMENTS MATCH EXISTING IMPROVEMENTS J le-,as.a,.s. L+a2s NOTES: DQ ^ - 1. SEE SHEET RW -01 FOR HORIZONTAL CURVE DATA 00 _+100T I- -+c - 2+00 ^fir - - r -1 - +-- - a+o0 I +OA -5.1.-s + I - 37 2. EXIST! NG DRY UTILITIES SHALL BE REMOVED OR 5 S s • s s -s s RELOCATED BY THE APPROPRIATE UTILITY COMPANIES a D �'" I C __� 5-- AND COORDINATEDD- OR. NOTIFY ... -. _.. .,.. ._ THE ENGINEER F ANY DISCREPANCIES. / / hi I� !! t I �' �....-�.��. -.a:,. .may--•.. J 3- CONTRACTOR SHALL RECORD ANY FIELD DEVIATION E I R PROPOSED DRIVEWAY I / .' I !! PROPOSED WATER / `�/7•I ! / YD 1014-454.4a PROPOSED PROPOSED FROM THE SHALL BE K�NGPLANCTKNI SE REO AND : I.E•448.97 DRINEWAY DRNEWAY _. PROPOSED DRIVEWAY TURNED OVER TO THE ENGINEER UPON COMPLETION 8 I / / ,,%,' / f f STA =3+28.50, AT CL BEGIN ALLEY IMPROVEMENTS /` ' 3' MIN.(TYP OF THE PROJECT. EGI-SM-ALLEY IMPROVEMENTS `, ' 6'0 S.D. ® 0.5'6 MIN. (TYP.) 4 STREET NAME SIGNS AND STOP SIGNS TO BE EXISTING SEWER -1 / e sa .') % / INSTALLED PER CRY OF REPITON STAdN3AR0S 6012 de COISCHIEIT BE DURING . 10* PRIVATE JOINT JY \ Q 9 1 0 N� CONSTRUCTION BY THE SKdS WILL NEED TO UTILITY CWT. (TYP.) SEE SHEET RD -04. 11 BE INSTALLED PRIOR TO AS-BUILTS AND COMPLETION OF CONSTRUCT". STRUC 5. ALL TRENCH RESTORATION SHALL BE PER THE CURRENT CITY OF RENTON TLRENCH RESTORATION AND DEMI STREET OVERLAY / AXIS SURVEY & MAPPING, INC. 13003 NE 126TH PL S 28TH STREET ( SHEET Ra -04) 12 DINT UTILITY TRENCH R=372928 6• STORM DRAINAGE AGE �S fl VIDEOED Fo mNGINSPECrOR.IINSTVIDEO �D � KIRKLAND WA 98028 ..(TYP.) °` " PAD WHEN vERTlcat SEPARATION 7. IS -TOOT. / 1AM THAN IS LESS THAN 1 LESS 425-823-5700 .�`" ALLOWABLE PIPE MATERIALS AS -BUILT DRAWINGS •�1. REINFORCED CONCRETE PIPE s s S0.i po HIGH AVE S r 2. DUCTILE IRON (WATER SUPPLY, CLASS 50 OR 52) 10/31/2014 3. SOLID WALL POLYETHYLENE PIPE (SWPE. ALSO. KNOWN AS HDPE PIPE OR HOPP) - 4. CORRUGATED POLYETHYLENE PIPE (CPEP) . �G Oi In .� a'N "�ata _i N am .� � !N NDN a N 19 N N a N. N' �. � pI 6Y N e ff0 M ro �,N ala T O, iN. �r r7� �� •Im M� N aN M �.} a� �5o Q m� •I00 a:µ. nlm 'nlu? Nm �p meq[)N'�fj n,n Wn vxn rn0 �'m M IfG. Ifo I0 O, r ---�--- pus la a p aaO la la aj< d d 'Ia pb "t, N m 455 STA I j STA, 5 31.52 +00.00, Hf AVE S = ST 75+68.54, S 28TH ST ER5 A] ELEV. 453.51 X. IMPROVEMENTS �� BEGIN IMPR01EkiENTS STA. 12+32.99 H AVE S I '� ELEVMATC. 457.08 h m . o ELEV. 453.59 - --- I-- I m ---- - �i o A 3+00.0). STA 15+ HIGH AVE . S 2 S �- ST ,o m r - ------ - ml p ---i ^ m 460 m .54, m I 1 �61a (n n LEV. = 45 452.51rmi .51 " 455 p 4 a + a N 1 C4 x n II PROPOSED GIDE O I a GIiI I -ii w PROPOSE GRADE O x n _ -_-� I a - x a 4yi STA. 3+26.50, HIGH VE S �-- GRADE O Err Gil ---'EXISTING 5 SI 455 + + I a W ELEV. a54.0 � al b x EXISTING E O g w I�s 5 �a 0 a 450 - 450 zk 0Oxi- i -- l _.. i 445 ( ( i 33 -LF. 12:0 SD --- 445 S=3.86% : EXISTING S WER 440 435- r E I ' I- -418---- SEE'flROFILE RIG -- -- TG= 18 TYPE .,1 .15 _ :1- �-.E TG=45434'- 4 "- ------ - -- - - ----- - CHECKED FOR COMPLIANCE TO CITY STANDARDS ! 448.01'SE 446.00'w IE IE -*r+4- 120 W10 I It IE= - 450 12*0 449.36-12" O6' 6 'SW •/D•b I 448.11' 12 " NW i r/ISS C`d 5+00 +00 1+40 1+80 2+'60 3+)0 3+00 3+40 3+80 4+20 4+60 --SiOLLT,• d•o{� a� A Ixt6T SCK ��4/fl/14 s � I I + secAno sU s ,. t•.�D' ,.�, CITY OF LaRosa L.r4MF4riilpOg9BrorrYou 0d raaeiai we,. wn seooa www.esmoivLcom " 2 Ur SUOMu r ISM ,¢p4 „ �° RENTON ROAD AND STORM PLAN AND PROFILE 811k� Una wwwwo LaaMpn CriK SOi1N',TQ WA) ESM JOB #1670-004-0:13 - NO. REVISION axor s'"E 01e11•`• '" Planning/Building/Public Works Dept. RD --05 .. 5.ry;to'� BY DATE APPR Ag; 12.3,-.�9-.;L 8 Ce, r --x,73-9 f ice` I nn z� = ❑ c c 0 Oi 03 M egov n `� m m m n I nn ❑ r 0 Oi M egov n `� CDC G l^ e; Z j z m m m I B J a> ma r mo � A N 0 Oi M egov n `� CDC G l^ I � B O M egov n `� CDC G 3' MN. (TYP.) \/23 LF. 12.0 YD TO -M.24 E=446.24, 6*0 DRIVEWAY DETAIL ON 455 UP STA. v. = n "— f SCALE:: 10..20' HOMZ. 1'=5" VERT. 2610 0 20 An rV IMI Alc YNIOI UTH.R'Y ESM'T. (TYP.) ACCESS EASEMENT (PRIVATE ACCESS EASEMENT). A PORTION OF THE NW 1/4 OF SECTION 29, TWP. 23'N., RI E. 5 E, ICING COUNTY, WA GRADE AXIS SURVEY & MAPPING, INC. 13003 NE 126TH PL KIRKLAND, WA 98028 425-823-5700 AS -BUILT DRAWINGS 10/31/2014 PUBLIC UTILITY ESM7. y KEY MAP w �3� EXISTING SEWER M 3 ego Z Q m V N mN ") T PROPOSED WATEF n m g=� z 7 a -0 3' MN. (TYP.) \/23 LF. 12.0 YD TO -M.24 E=446.24, 6*0 DRIVEWAY DETAIL ON 455 UP STA. v. = n "— f SCALE:: 10..20' HOMZ. 1'=5" VERT. 2610 0 20 An rV IMI Alc YNIOI UTH.R'Y ESM'T. (TYP.) ACCESS EASEMENT (PRIVATE ACCESS EASEMENT). A PORTION OF THE NW 1/4 OF SECTION 29, TWP. 23'N., RI E. 5 E, ICING COUNTY, WA GRADE AXIS SURVEY & MAPPING, INC. 13003 NE 126TH PL KIRKLAND, WA 98028 425-823-5700 AS -BUILT DRAWINGS 10/31/2014 PUBLIC UTILITY ESM7. CURB RAMS' #1 DETAIL J EL= Al 10' WING 4 13.00 RT. STA 33+88;95, —21.50 ®1 Q NOTES: \&'` /�`•, Y=435.20' _ 450li—�--- 445 0 435 i. You CFO n 04th SO 451.01' 446.21 E 446.66'S 446.20' NW 452.46' 6*0 448.46' E 6'0 448.46-W 12"0 447.80'N 1. SEE SHEET RW -01 FOR HORIZONTAL CURVE DATA. 2. EXISTING DRY UTILITIES SHALL BE REMOVED OR RELOCATED BY THE APPROPRIATE UTILITY COMPANIES AND COORDINATED WITH THE CONTRACTOR. NOTIFY... THE ENGINEER OF ANY DISCREPANCIES. 3. CONTRACTOR SHALL RECORD ANY FIELD DEVIATION FROM THE ENGINEERING PLANS. THESE RECORDS SHALL BE KEPT ON CONSTRUCTION :DRAWINGS AND TURNED OVER TO THE ENGINEERUPONCOMPLETION OF THE PROJECT. 4. STREET NAME SIGNS AND STOP SIGNS: TO BE INSTALLED PER CITY OF RENTON STANDARDS G012<& GO13. FINAL LOCATIONS TO BE DETERMINED DURING CONSTRUCTION BY THE CITY. SIGNS WILL NEED TO BE INSTALLED PRIOR TO AS'-BUILTS AND COMPLEMON OF CONSTRUCTION. 5. ALL TRENCH RESTORATION SHALL BE PER THE CURRENT CITY OF RENTON TRENCH RESTORATION AND STREET OVERLAY DETAIL. 6. STORM DRAINAGE MAINS SHALL BE VIDEOED FOLLOWING INSTALLATION. VIDEO TO BE PROVIDED TO CITY INSPECTOR. 7. PROVIDE ETHAFOAM PAD WHEN VERTICAL SEPARATION IS LESS THAN 1 FOOT. N0. REVISION 8Y DATE APPR o - Vow B C D E F G H I J K E F G H I SCALE: V= 10' oo n SCALE: 1 • — 10' �o m CURB RAMP #2 DETAIL R=372929 ALLOWABLE PIPE MATERIALS. 1. REINFORCED CONCRETE PIPE 2. DUCTILE IRON (WATER SUPPLY, .CLASS 50 OR 52) 3. SOLED WALL POLYETHYLENE PIPE (SWPE; ALSO KNOWN AS HDPE PIPE OR HDPP) 4. CORRUGATED POLYETHYLENE PIPE (CPEP) CHECKED FOR COMPLIANCE TO CITY STANDARDS ' -� �.. S•�SaefJ� s is,1 N AL CITY OF LaRosa ae 9M RENTON ROAD AND STORMPLAN AND PROFILE Planning/Building/Public Works Dept. 2 37�j C�'�I'1 y zz z �3� c N 3 ego m z m N mN I z n m g=� z PA.tl :=65TJ r a -0 I m m .1,1 �n l t iF� tl 1(hJ \ %5¢ i� II s f ' Ul • ham+ , tltlu- 1. .t'w nra:t] am+cec.'mttr� }mnyt eb<f o' Wo t,ta=tl.-v 'r r_,t rt`tp [ccs. m<af. d'rrrvama od. ec<e+e ra.�. 1 +e qi::r owsn, ac t,e wV«t +o+s b iM aS W.xq. ,[Mlke Xe'iz. Ym !-t b :aeG dek11' •<..St_r.3r. kW npa t`a. t_ : M ve I- &d w Wr. •<„[ �»a w Iu Ieronsfn_ r t,s pxee. t2<r'.e. Irs -: ro. v dawn, prt no-:='ra,. o. eer.. 'a,p sknes N! npt M o-.o-e[s .+an ta -1-. SFtifld-A R.1lfP 6 i tls,l9+� sM k !- Ne CT/ i art '>d Fpa kcdfb tlwrfv; tl p'i1 s m ;Ira n7m YAI 1R,. If.' i. Ir � ro ei', n <.t.+ r '<rw`r aop.[ d I,p , a ww =.e � .In'e. a•:i� � ;of StIF.F. 1 Rx mrp axa 3QOY6p nn m Ida.tuv wr dlc. wri. 1'Alt l 'V t'- +:c DA NAE: =9L3 5P P:LE'FN C. "IL CURB RAMS' #1 DETAIL J EL= Al 10' WING 4 13.00 RT. STA 33+88;95, —21.50 ®1 Q NOTES: \&'` /�`•, Y=435.20' _ 450li—�--- 445 0 435 i. You CFO n 04th SO 451.01' 446.21 E 446.66'S 446.20' NW 452.46' 6*0 448.46' E 6'0 448.46-W 12"0 447.80'N 1. SEE SHEET RW -01 FOR HORIZONTAL CURVE DATA. 2. EXISTING DRY UTILITIES SHALL BE REMOVED OR RELOCATED BY THE APPROPRIATE UTILITY COMPANIES AND COORDINATED WITH THE CONTRACTOR. NOTIFY... THE ENGINEER OF ANY DISCREPANCIES. 3. CONTRACTOR SHALL RECORD ANY FIELD DEVIATION FROM THE ENGINEERING PLANS. THESE RECORDS SHALL BE KEPT ON CONSTRUCTION :DRAWINGS AND TURNED OVER TO THE ENGINEERUPONCOMPLETION OF THE PROJECT. 4. STREET NAME SIGNS AND STOP SIGNS: TO BE INSTALLED PER CITY OF RENTON STANDARDS G012<& GO13. FINAL LOCATIONS TO BE DETERMINED DURING CONSTRUCTION BY THE CITY. SIGNS WILL NEED TO BE INSTALLED PRIOR TO AS'-BUILTS AND COMPLEMON OF CONSTRUCTION. 5. ALL TRENCH RESTORATION SHALL BE PER THE CURRENT CITY OF RENTON TRENCH RESTORATION AND STREET OVERLAY DETAIL. 6. STORM DRAINAGE MAINS SHALL BE VIDEOED FOLLOWING INSTALLATION. VIDEO TO BE PROVIDED TO CITY INSPECTOR. 7. PROVIDE ETHAFOAM PAD WHEN VERTICAL SEPARATION IS LESS THAN 1 FOOT. N0. REVISION 8Y DATE APPR o - Vow B C D E F G H I J K E F G H I SCALE: V= 10' oo n SCALE: 1 • — 10' �o m CURB RAMP #2 DETAIL R=372929 ALLOWABLE PIPE MATERIALS. 1. REINFORCED CONCRETE PIPE 2. DUCTILE IRON (WATER SUPPLY, .CLASS 50 OR 52) 3. SOLED WALL POLYETHYLENE PIPE (SWPE; ALSO KNOWN AS HDPE PIPE OR HDPP) 4. CORRUGATED POLYETHYLENE PIPE (CPEP) CHECKED FOR COMPLIANCE TO CITY STANDARDS ' -� �.. S•�SaefJ� s is,1 N AL CITY OF LaRosa ae 9M RENTON ROAD AND STORMPLAN AND PROFILE Planning/Building/Public Works Dept. 2 37�j C�'�I'1 I y zz z �3� c N 3 ego m z m N mN I y 8 N O J 9 0 O Y ego CDC z � N mN I L) n m g=� z -0 I m m .1,1 �n T 8 y N J 9 0 O Y A D °a z � N � I T 8 °a z Aut \r •�\ �.c z 0 v w 'o C J CL POND FENCE SEE DETAIL ON SHEET PN -02 JOE OF SLOPE 7 f A� a \ 1 N, X: STOMM a7E MODIOL& \ N-169110.78 E=1302043.74 �- 1\ SEE PROFILE THIS ANTI -SEEPAGE COLLAR SEE DETAIL THIS SHEEP t. ce N. TYPE 2 60-0 .CONTROL STRUCTURE W/ 32 4+00 67 0-64 LF 18"0 SO Z SEE PROFILE THIS SHEET o 435 I O -t -i -LF 18 6 SO SEE PROFILE THIS SHEET 42 LF, 16-0 SO m SEE PROFILE THIS SHEET ® 9 LF, 18"0 SO z SEE PROFILE THIS SHEET O17 LF 18'0 SO 410 SEE PROFILE THIS SHEET 1-i$ LF, 12'0 © SO SEE PROFILE SHEET PN -02 14 44- LF 12'6 SO i TRACT SEE PROFILE SHEET PN -02 YOUty4 A PORTION OF THE NW 1/4 OF W/DEBRIS - -- N� 1&91178.16 --► TSEE PROFILE THIS SHEET � if �� `• =TRACT A (STORM DRAINAGE) BOTTOM OF POND ELEV=420.01 3.1 N=18908936 \� \� E=130'1183.94 1 SEE PROFILE 1 27 Ltjj�4�.O R'.1- NZ ------- 11� I :b%hhhh'� a�, r � y� '�' � 1'a.+w♦ ...... \ !- SEE DETAIL vTHIS SHEET �\ zlNIX T AXIS SURVEY & MAPPING, INC. 13003 NE 126TH PL KIRKLAND, WA 98028 425-823-5700 AS -BUILT DRAWINGS 10/31/2014 1-1/2" CRUSHED SURFACE -� TOP COURSE 2-1/2- CRUSHED SURFACE BASE COURSE POND ACCESS ROAD NOT TO SCALE WA 980D8 I L11 CLAY BACKFILL in n ui 29, TWP. 23 N., RGE. 5 E, KING COUNTY, WA n 'I r t- SCALE: V= 20' 1 1 2 20 10 to V20""440 41i T- 0 415 410 435 430 45 420 415 41':0 4+00 67 L Z �a� i i C 435 I $ �j TO CITY STANDARDS SEESHEETRD-03 m m 425 m n J z FENCE )UNR ---�POND 430 y 't 410 21 i , , C I 4' n , f 420 i TRACT 12' POND I W Ml 13 Nz 425 ACCESS ROAD MI_)_1.1D 1 FENCE I. -- j- - —l 4@t1 f DESIGN' � "W S I j UND-. 420 415 410 435 430 45 420 415 41':0 3+00 3•+•46 3+80 4+20 PONQ CROSS SECTION B -B SCALE. t =20' Harz. 4+00 67 L Z �a� i i C 415 I $ y TO CITY STANDARDS IE FISTING SSR m m 425 m n J z FENCE )UNR ---�POND 410 o i wo 0 C '1 `Mr 420 a_•_ 12' POND W 13 Nz ACCESS ROAD MI_)_1.1D 1 FENCE I. -- j- - —l 4@t1 f DESIGN' � "W S I j UND-. I ELEV-{ 6 0 {--------------- 1 0:5 ------------------------------ SEDWMT /=ELEV-:420.00 -� j 52 PO. FENCE BOTTOM 1 -t -F. AZO_$R-- --. �: _..... ----- __,___ ------•- - ACC€SS ® rJ+�'♦`�rS=0.33% PROPOSE GRADEJ I 1 S€ SHEET RD-OYINLET j 8 LFt-0 ® �J RAGK 24 0 azo.a7' ELEVa4$6.50 I---' � -- _127 E -... 0.2 022%/ 2% v 27 LF, 24,! SO ------- -- ----a4-LF, 44 LF,tS 0 „Ccq-- S=13.11%I 77 LF 1.8"0 SD 4 lY f 2-4800 •42- LF, 18"P SD I S=2.53 ----- - — W/souLDCK7NG ttD S=42.30% t �I t S=O. 52% TG=428289' IE -4;z -R-* 427.46' 12"0 424.96' STORAGE D IE-4*4.§7 18"'b 424.56' --------- --------------- __- - -___ • ---------� ---_---I IE 24"¢.424.01' 3+00 3•+•46 3+80 4+20 PONQ CROSS SECTION B -B SCALE. t =20' Harz. 1+00 1+40 1+80 2+20 2+80 POND DROSS SECTION A -A SCALE: 1"-2v tea' ANTI—SEEPAGE o SE�GOLLARUF I AIL R=372930 POND VOLUMES REQUIRED PROVIDED DETENTION 36;936 CF 38,906 CF iumtaAYi;w"A WPM sec o s AL N is is t .�D' CITY OF z rMIAa stle>►ITTAL ESL1 1'1'21'„ ' 7K RENTON MIMk AN II «� w1' I ➢ATUM'. I _�s Planning/Building/Public Works Dept. Snaor NO. REVISION BY DATE APPR m•. . 12- g -,q 30 �5z 4+00 67 Z �a� 8 C 415 $ y TO CITY STANDARDS =m� m m 425 m n J z o 410 o i wo 0 C '1 `Mr 420 a_•_ EH W 13 Nz ca m m m N n 415 EXISTING(;M UND-. 12' POND -� PO. FENCE ROAD i - POND FENCE - ACC€SS I 1 8 LFt-0 ® �J SD ELEVa4$6.50 0.2 022%/ 2% -------------- ------------- ------- -- ----a4-LF, 44 LF,tS 77 LF 1.8"0 SD O 5-4e,99,9F ' •42- LF, 18"P SD I S=2.53 G.5' SEDIMENT S=42.30% t �I t S=O. 52% STORAGE D _ --------- --------------- __- - -___ • ---------� ---_---I _-SEER 0 420.001 COLLAR COLLAR E T P N T DETAIL THI$ ' W TSH .F CK 40 SHEET 1. E. +2949 420.45' PR E IO MGATE MWHOLE I B !3 TYPE 2-60"0 1G ^^ aza.es' CONTROL STRUCTURE W/BiRDCAGtE- 1:-429:29 I.=428:29 12 0415.60' 12. NE TG 18 6 415.5818" w IE=4YB� 89 426.68 18"m 420.02' E r 415.90'18" E 420.50' 18" N 412A.11:TYPE 2-48'0 CB 28 TYPE 2-48.0 1 W SOLID LOCKING UD OVERFLOYI STRUCTURE W/DEBRIS CAGE TG= 2007 420.91' ITG=42 9- 1 426.99' IE -"415.5131 18"0 415.58' 18" W -•.42G.4 4 181'0420.52'18"S 415.60 12" NEI 420.37' 18" W 415.90 18" E 1+00 1+40 1+80 2+20 2+80 POND DROSS SECTION A -A SCALE: 1"-2v tea' ANTI—SEEPAGE o SE�GOLLARUF I AIL R=372930 POND VOLUMES REQUIRED PROVIDED DETENTION 36;936 CF 38,906 CF iumtaAYi;w"A WPM sec o s AL N is is t .�D' CITY OF z rMIAa stle>►ITTAL ESL1 1'1'21'„ ' 7K RENTON MIMk AN II «� w1' I ➢ATUM'. I _�s Planning/Building/Public Works Dept. Snaor NO. REVISION BY DATE APPR m•. . 12- g -,q 30 �5z 4+00 67 Z �a� 8 C 415 $ y TO CITY STANDARDS =m� m m 425 m n J z IKM 420 4+00 8 415 $ y TO CITY STANDARDS =m� 425 en' J z o 410 o i wo 0 C `Mr 420 a_•_ EH W 13 Nz ca m m m N n 440 430 4+00 y I �' CHECKED FOR COMPLIANCE TO CITY STANDARDS 425 J o o i wo 0 > 420 a_•_ I W N 415 3+00 4+00 I �' CHECKED FOR COMPLIANCE TO CITY STANDARDS o o CmC a_•_ Z - LaRosaIm A PLAN, GROSS SECTIONS & DETAILS wx Z 0 ww Cc 1i 0 0 a AXIS SURVEY & MAPPING, INC. 13003 NE 126TH PL KIRKLAND, WA 98028 425 425-823-5700 AS -BUILT DRAWINGS 10/31/2014 420 415 410 m 1/ 7' ELEV = 426.5e 426.49' ELEV = 420.25 426.24' PLA WEER DETAIL NOT M SCALE SEE NOTE 1 I 14 AWAY FROM STRUCTURE EDGE TO AVOID CONFLICT POSED GOADE AND MAKE SURE LF,1� +0 SO STRUCTURALLY SECURE. j EL 426.80— N EL -426-.5A- O S=1.316% 426.49' INS z m S=1.29% 6" 1-5/8" * "e���ELgp T 4 ww CE n 425.71' C* 1... _.—______ ifr LF, 12"O SD wadC 3 o 5 5.81 % INz m EXORIC m ND__; I TE ,MAN LE -- -!— _ J 424.69 ------------- IE'18:"m 41558'w IE 12"0415.60 NE JE= 18'0 415.90' E R HOLE. TG' 1424.91 IE12..419.97S IE 4�8-�'�NOT ACCESSABLE — 13 02A E SHEET 1N -0t — -- _--- 1/ 7' ELEV = 426.5e 426.49' ELEV = 420.25 426.24' PLA WEER DETAIL NOT M SCALE 1 S.D. 425 420 415 410 5+00 5+40 5+10 6+20 TfJR41GATE MANHOLE TO CB #2A SCALE: 1"=20' HMZ. i'+5' ven. ELBOW CTETAIL NOT TO SCALE 180 NOTED ON MAIN DETAIL WEIR DETAIL ABOVE L BRASS INFORMATION ON STRUCTURE WALL LADDER. I.E. = 428.60, 1870 --o I.E. 420.00, 18"0 420.51' 418.49' 420.02' 18"0 FROP TEE -z RESTRICTOR PLAN STEPS OR LADDER WITH 2-1/2'0 ORIFICE w C.B. #3, TYPE 2-60.0 CCJNTRQL STR.IJCTURE SCALE 1' = 2' CY YMereerus" Be-Of� YOU -Cos WwVI.l8TCIVII.COtt1 m�rTxAORwA1 ESM J08 #1670-'-0 NO. CONTROL STRUCTURE NOTES: 1. USE A-MNMUM OF A 54 IN. :DIAM. TYPE 2 CATCH BASIN. 2, OUTLET CAPACITY: 100 -YEAR DEVELOPED- PEAK FLOW. . 3. METAL HARTS: CORROSION RESISTANT. NON -GALVANIZED PARTS PREFERRED. GALVANIZED PIPE PARTS. TO HAVE ASPHALT TREATMENT 1. 4. FRAME AND LADDER OR STEPS OFFSET $0: A. CLEANOUT GATE IS VISIBLE FROM TOP. B. CUMP-DOWN SPACE IS CLEAR OF RISER AND CLEANOUT GATE C. FRAME IS CLEAR OF CURB 5. IF METAL OUTLET PIPE CONNECTS TO CEMENT CONCRETE PIPE. OUTLET PIPE TO HAVE SMOOTH O.D. EQUAL TO CONCRETE PIPE I.D. LESS 1/4 IN. 6. PROVIDE AT LEAST ON 3 X 0A90 GAUGE SUPPORT BRACKET ANCHORED TO CONCRETE WALL WITH 5/8 IN. STAINLESS STEEL EXPANSION BOLTS OR EMBEDDED SUPPORTS 2 IN. INTO M/H WALL (VERTICAL SPACING). 7. LOCATE ELBOW RESTRICTOR(S) AS NECESSARY TO PROVIDE MIN. CLEARANCE AS SHOWN. 8. LOCATE ADDITIONAL LADDER RUNGS IN STRUCTURES USED AS ACCESS TO TANKS OR VAULTS TO ALLOW ACCESS WHEN CATCH BASIN IS FILLED REVISION PLAN VIEIAI SCALE:, I' - 2' Y, �rwom- ane,an srort x IMF �"�.~ �A"1e�wMW�YutAl�� f� CHAIN LINK FENCE TYPE 3 NOT TO SCALE - i."aCwo(ml e,«nawawm,', -�`�" CITY OF M '.1 ,4 —•• _. 1•i�. xoimurtx. wn f. ,m, "" ""'.uw _ •► RENTON DATUM r �'�"`�` Planning/Building/Public Works Dept. A� xor ocec, BY .DATE APPA . 2-3-7-,41 -3 MUM "ve 0 NOTE. EXCERPTS FROM WSDOT STNADARD PLAN L-30,10-01 FENCE TO BE COATED W/BLACK VNNYL wu,esr 7W PAL MP roe. CHECKED FOR COMPLIANCE TO CITY STANDARDS GATE LaRosa POND A PLAN, CROSS SECTIONS 8L DETAILS sAge c eD2 SEE NOTE CONTRACTOR TO INSTALL FROP-T AWAY FROM STRUCTURE EDGE TO AVOID CONFLICT WITH DEBRIS CAGE AND MAKE SURE FROP-T IS STRUCTURALLY SECURE. j EL 426.80— N EL -426-.5A- g�y 426.49' INS z m 6" 1-5/8" * "e���ELgp T 4 ww CE n 425.71' C* 1 S.D. 425 420 415 410 5+00 5+40 5+10 6+20 TfJR41GATE MANHOLE TO CB #2A SCALE: 1"=20' HMZ. i'+5' ven. ELBOW CTETAIL NOT TO SCALE 180 NOTED ON MAIN DETAIL WEIR DETAIL ABOVE L BRASS INFORMATION ON STRUCTURE WALL LADDER. I.E. = 428.60, 1870 --o I.E. 420.00, 18"0 420.51' 418.49' 420.02' 18"0 FROP TEE -z RESTRICTOR PLAN STEPS OR LADDER WITH 2-1/2'0 ORIFICE w C.B. #3, TYPE 2-60.0 CCJNTRQL STR.IJCTURE SCALE 1' = 2' CY YMereerus" Be-Of� YOU -Cos WwVI.l8TCIVII.COtt1 m�rTxAORwA1 ESM J08 #1670-'-0 NO. CONTROL STRUCTURE NOTES: 1. USE A-MNMUM OF A 54 IN. :DIAM. TYPE 2 CATCH BASIN. 2, OUTLET CAPACITY: 100 -YEAR DEVELOPED- PEAK FLOW. . 3. METAL HARTS: CORROSION RESISTANT. NON -GALVANIZED PARTS PREFERRED. GALVANIZED PIPE PARTS. TO HAVE ASPHALT TREATMENT 1. 4. FRAME AND LADDER OR STEPS OFFSET $0: A. CLEANOUT GATE IS VISIBLE FROM TOP. B. CUMP-DOWN SPACE IS CLEAR OF RISER AND CLEANOUT GATE C. FRAME IS CLEAR OF CURB 5. IF METAL OUTLET PIPE CONNECTS TO CEMENT CONCRETE PIPE. OUTLET PIPE TO HAVE SMOOTH O.D. EQUAL TO CONCRETE PIPE I.D. LESS 1/4 IN. 6. PROVIDE AT LEAST ON 3 X 0A90 GAUGE SUPPORT BRACKET ANCHORED TO CONCRETE WALL WITH 5/8 IN. STAINLESS STEEL EXPANSION BOLTS OR EMBEDDED SUPPORTS 2 IN. INTO M/H WALL (VERTICAL SPACING). 7. LOCATE ELBOW RESTRICTOR(S) AS NECESSARY TO PROVIDE MIN. CLEARANCE AS SHOWN. 8. LOCATE ADDITIONAL LADDER RUNGS IN STRUCTURES USED AS ACCESS TO TANKS OR VAULTS TO ALLOW ACCESS WHEN CATCH BASIN IS FILLED REVISION PLAN VIEIAI SCALE:, I' - 2' Y, �rwom- ane,an srort x IMF �"�.~ �A"1e�wMW�YutAl�� f� CHAIN LINK FENCE TYPE 3 NOT TO SCALE - i."aCwo(ml e,«nawawm,', -�`�" CITY OF M '.1 ,4 —•• _. 1•i�. xoimurtx. wn f. ,m, "" ""'.uw _ •► RENTON DATUM r �'�"`�` Planning/Building/Public Works Dept. A� xor ocec, BY .DATE APPA . 2-3-7-,41 -3 MUM "ve 0 NOTE. EXCERPTS FROM WSDOT STNADARD PLAN L-30,10-01 FENCE TO BE COATED W/BLACK VNNYL wu,esr 7W PAL MP roe. CHECKED FOR COMPLIANCE TO CITY STANDARDS GATE LaRosa POND A PLAN, CROSS SECTIONS 8L DETAILS sAge c eD2 0 ;:E J Ar oma Z c AD o N� j 'm N g�y _ Z INS z m M n 'n I r I I N � J Ar oma 1 c AD o 9 T AD �P$ N g�y _ Z m _Z Z gz 'n C* Z wadC 3 m. INz m m y I g I I N � J Ar oma 1 c AD o I$ M gay N gym. _ Z I g � o I$ M gay gym. _ Z