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HomeMy WebLinkAboutzR-3944SetJ 0 w z 2 w U Q J w Q J U_ a z _O CD w z D O U z Y 90 E 0 Do 0 0 0 PROJECT CONTACT LIST: CML ENQINEER DAVID EVANS AND ASSOCIATES, INC. 14432 SE EASTGATE WAY, SUITE 400 BELLEWE WA, 98007 CIVIL ENGINEER: ANGELA CHUNG, PE, LEED-AP 425-519-6504 LANDSCAPE ARCHIEGT DAVID EVANS AND ASSOCIATES, INC. 14432 SE EASTGATE WAY, SUITE 400 BELLEWE WA, 98007 LANDSCAPE ARCHITECT: JON GAGE, LA 425-519-6592 ARCHITECT BUFFALO DESIGN GROUP 1520 FOURTH AVENUE SEATTLE WA, 99101 CONTACT: LOUISE WACKERMAN, LEED-AP 206-467-6306 SURVEYOR DAVID EVANS AND ASSOCIATES, INC. 14432 SE EASTGATE WAY, SUITE 400 BELLEVUE WA, 98007 SURVEYOR: ADAM A. LAPLANT 425-519-6500 OWNER/DEVELOPER KING COUNTY DEPT. OF EXECUTIVE SERVICES FACILITIES MANAGEMENT DIVISION CAPITOL PLANNING AND DEVELOPMENT 500 4TH AVENUE SEATTLE WA, 98104 CONTACT: JOE NICKER 206-477-9370 PROPERTY INFORMATION: ADDRESS 900 OAKESDALE AVE SW RENTON, WA 98057 PARCEL* THE SITE IS NOT LOCATED IN AN 9188000146 AQUIFER PROTECTION ZONE _910ftlk milk SE 1/4 ,SECTION 26, TOWNSHIP 23N, RANGE 4 E, W.M. CIVIL COVER SHEET 1:�I►CeiZi111���'I:lx�1C�7�I�1��1��y��1:1:�����[���I��I I SW 7TH ST SITE LOCATION 3:: N N w > w > a a w N 0 O SEWER �^ o ~ TREATMENT PLANT a c� SW A O1H S1 � c� GR ND_( WAY SW 405 COMMERCIAL OFFICE (CO) BUILDING SETBACK: 20' PROJECT AREAS PARCEL AREA: 214,079 SQUARE FEET (4.91 ACRES) DISTURBED AREA: 17,879 SQUARE FEET (0.41 ACRES) GROSS IMPERVIOUS AREA: 12,514 SQUARE FEET (0.29 ACRES) NET NEW IMPERVIOUS AREA: 128 SQUARE FEET (0.003 ACRES) MAX ALLOWED BUILDING COVERAGE PER ZONING: 65% (139,151 SQUARE FEET) UTILITY PROVIDERS: WASTEWATER. CITY OF RENTON CABLE COMCAST ELECTRICITY/GAS PUGET SOUND ENERGY WATER. CITY OF RENTON TELEPHONE: CENTURYLINK CONDITIONS OF APPROVAL VICINITY MAP NOT TO SCALE FOUND 1/2" ROD AND CAP-=- LS / 22233 Iaxzo• PARKING STALL EASEMENT AS PER RED. NO. 9006280973 FROM 12/28/2017 CONDITIONAL USE, SITE PLAN AND STREET MODIFICATION FINAL DECISION. 1. A DETAILED LANDSCAPE PLAN SHALL BE SUBMITTED AT THE TIME OF BUILDING PERMIT APPLICATION FOR REVIEW AND APPROVAL BY THE CURRENT PLANNING PROJECT MANAGER. 2. A FINAL TREE RETENTION PLAN SHALL BE SUBMITTED AT THE TIME OF BUILDING PERMIT APPLICATION FOR REVIEW AND APPROVAL BY THE CURRENT PLANNING PROJECT MANAGER. 3. A REVISED SITE PLAN SHALL BE SUBMITTED AT THE TIME OF BUILDING PERMIT REVIEW SHOWING THE REQUIRED REFUSE AND RECYCLABLE DEPOSIT AREAS. 4. THE APPLICANT SHALL PROVIDE ELEVATION INFORMATION AT THE TIME OF BUILDING PERMIT APPLICATION DEMONSTRATING THAT THE NEW ADDITION WOULD BE OUTSIDE THE 100 YEAR FLOOD ELEVATION. THIS INFORMATION SHALL BE REVIEWED BY THE CURRENT PLANNING PROJECT MANAGER. \ ASPH PLANTER ma �o CONC CURB "I' a 7.s' unun EASEM - PER OF PUTWASHINGTON TECNN K MIM 9E-102 ING ICK TORT / N0. 8 AN TAM 1 91 800014 1 I 1 1 1 1 1 1 1 5 '. Se '0 E=1f R SNO. T E=1f PPLAT 016-88 I 1 1 1 � I � r.4g s of l 1 1 1 \l61 Q GEOTECH NOTES THE PROJECT GEOTECHNICAL ENGINEER OF RECORD OR HIS REPRESENTATIVE MUST BE ONSITE DURING CRITICAL EARTHWORK OPERATIONS. THE GEOTECHNICAL ENGINEER SHALL OBSERVE ALL EXCAVATIONS AND FILL AREAS. IN ADDITION, THE ENGINEER SHALL INSPECT THE SOIL CUTS PRIOR TO CONSTRUCTION OF THE ROCKERIES AND INSPECT THE COMPACTION IN FILL AREAS. THE ENGINEER MUST SUBMIT FIELD REPORTS IN WRITING TO THE PCD INSPECTOR FOR SOILS VERIFICATION AND FOUNDATION CONSTRUCTION. ALL EARTHWORK SHOULD BE IN CONFORMANCE WITH THE RECOMMENDATIONS IN THE GEOTECHNICAL REPORT. THE GEOTECHNICAL ENGINEER MUST BE PRESENT AT THE PRE -CONSTRUCTION MEETING. IN ADDITION, THE FOLLOWING CONSTRUCTION STAGES MUST BE INSPECTED, MONITORED, AND TESTED AS NECESSARY BY THE GEOTECHNICAL ENGINEER OF RECORD: 1. SITE CLEARING AND STRIPPING OF ORGANIC TOPSOIL FOR ALL AREAS TO RECEIVE STRUCTURAL FILL, PAVEMENTS, OR FOUNDATIONS. 2. CUT SLOPES OVER FOUR FEET HIGH. 3. BENCHING FOR FILL TO BE PLACED ON SLOPES. 4. INSPECTION OF PROPOSED IMPORT FILL MATERIAL, PRIOR TO PLACEMENT. 5. PLACEMENT OF STRUCTURAL FILL, INCLUDING OBSERVATION OF PROPER MOISTURE CONTENT, LIFT THICKNESS, AND MINIMUM COMPACTION. 6. SUBGRADES FOR RETAINING WALLS, FOUNDATIONS, AND FOR THE BASE OF ROCKERIES. 7. INSTALLATION OF SUBSURFACE DRAINAGE FACILITIES. 8. UTILITY TRENCH BEDDING AND BACKFILL, INCLUDING OBSERVATION OF PROPER MOISTURE CONTENT, LIFT THICKNESS, AND MINIMUM COMPACTION. 9. UTILITIES ON STEEP SLOPES; SLOPE ANCHORS AND/OR BACKFILL SLOPE STABILIZATION. 10. ANY UNUSUAL SEEPAGE, SLOPE, OR SUBGRADE CONDITION AS DELINEATED IN THE GEOTECHNICAL REPORT OR DISCOVERED IN THE FIELD. AT THE END OF THE CONSTRUCTION, THE GEOTECHNICAL ENGINEER SHALL SUBMIT A FINAL SUMMARY LETTER VERIFYING THAT CRITICAL STAGES OF THE CONSTRUCTION HAVE BEEN INSPECTED AND ARE IN CONFORMANCE WITH GEOTECHNICAL REPORT. KING COUNTY-FMD FACILITIES 900 OAK ALE AVE SW 98055 3 STORY BUILDING 9188000146 PSP&L EASEMENT FOR ELECTRIC TRANSMISSION AND/OR CISTRIBUTON SYSTEM REC. NO. 8906280460 OVER A PORTON OF LOT 2. CITY OF RENTON LOT LINE ADJUSTMENT NO, 001-88. RED. N0. 8809179004 AS CONSTRUCTED. OR TO BE CONSTRUCTED. EXTENDED OR RELOCATED. REVISION 9188000090 ASPH PLANTER O C OURB�20-� AN PUBLIC U S PER EASEMENT 012WOING WATER AND SEWER AS PER REC. NO, 901206f027 W W -}- W IE=17.2 10' CPP SW Sp IE=17.7 4" PVC N ASPH PARTIAL SITE PLAN 0 20 40 80 cc: AS a ES PE r1k1URANLTr,' 101I0122 lI ASPH SE IE=16.W4 10 PVC E=16.4 10" PVC 0 0 o ASPH 2U�� U RI /) RIM17.0 1 IE=17.0 1I2" CPP NE IE�.1 CPP SW�O /20�F0 I - SURVEYED: AALA DESIGNED: GXLE DAWN` SGR CHECKED: AGG BY DATE APPR APPROVED: AGC ASPH IE=16.6 12' CPPINE I �� IE=16.5 15' CPP W IE=16.7 10' CPPIE I I 9188000147 I I SCALE: AS NOTED ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/1991 DATU M DRAWING INDEX SHEET # SHEET TITLE C1.0 CIVIL COVER SHEET SV1.0 TOPOGRAPHIC SURVEY C2.0 HORIZONTAL CONTROL PLAN C3.0 CIVIL SITE PLAN C4.0 DEMOLITION PLAN C5.0 TEMPORARY EROSION AND SEDIMENT CONTROL PLAN C5.1 EROSION CONTROL NOTES C5.2 EROSION CONTROL DETAILS-1 C5.3 EROSION CONTROL DETAILS -II C5.4 EROSION CONTROL DETAILS -III C6.0 GRADING AND PAVING PLAN C7.0 UTILITY AND DRAINAGE PLAN C7.1 DRAINAGE PROFILE C7.2 DRAINAGE PROFILE C7.3 DRAINAGE NOTES AND DETAILS C8.0 CITY OF RENTON DETAILS I C8.1 CITY OF RENTON DETAILS II L1.0 LANDSCAPE PLAN L1.1 IRRIGATION PLAN L1.2 LANDSCAPE DETAILS L1.3 IRRIGATION DETAILS TR1.0 TREE INVENTORY- RETENTION PLAN 0 CITY OF RENTON Planning/Building/Public Works Dept co CD 0 0 0 I 06 00 0 0 0 I T u M� z GPI\ BEFOoE YIii OG�c CALL BEFORE YOU DIG LU Call: TOLL FREE Q 1-800-424-5555 LIJ Q 1 IN COMPLIANCE WITH CITY OF RENTON STANDARDS cn ILL iAVW4& PLANNING DIVISION Q SURFACE WATER UTILITY APPROVED J ! rstraka 11 /29/2018 11/29/2018 jding z O WATER UTILITY Ernair MENT ENGINEERING W 07 rAbdoul Gafour 11/29/2018 1 1 /30/201 8 p a KING COUNTY REGIONAL DATE. 1/3/2018 z AFIS LAB REPLACEMENT FIELDBOOK: ® O PAGE: O DAVID EVANS DRAWING N0: U ANDASSOCIATES INC. 14432 SE Eastgate Way, Suite 400 CIVIL COVER SHEET c1.0z Bellevue Washington 98007 SHEET: 2 OF: 135 Y Phone: 425.519.6500 R-399401 NE 1/4, SEC. 24, TWP 23 N., RNG (4 SCALE IN FEET 1" = 20' 0 10 20 40 7.5' UTILITY EASEMENT PER PLAT OF WASHINGTON TECHNICAL CENTER VOL. 122, PAGES 98-102 ASPH 2� 4 E., W.M. 918EO00090 CONC CURB ~ PLANTER x PLANTER - _ o a ¢ O 5 LLI cr a CONC CURB a -- - m,nLua O I-I�-------- U - - _- - - - - �,-`- GV - o v f 2 pv� z� c� rry ASPH >ti I ` 0 a,� w Uj PO I ca �20 CONIC CURB sJ: � /�o �� 00 �� �I I J U r o -7. S' cmi rr we l l � V �+ 72 PLANTER0 20' BUILDING I p P - - P SETBACK r] p PER SHORT ��� PLAT NO. I a 016-8 - _ - - _ 2p PLANTER FOUND 1 /2* ROD AND CAP y - t` I \ CONIC MAG AND WASHER CONC CURB �/ ^���- �R� PROPERTY LINE PI ANT ��2._ � S01'14'07"W 459.00' - PLANT-- ' MAG AND WASHER + N: 175088.99 ASPH E: 1294329- 94 mow_ CO1dC CURB EL: 19.78 a r P p N GRASS lCH PADSN: 175203.74- RIM=19.16 E: 1294255.7.7C - - IE=16.8 ID" CPP WN EL: 20.52 PROPERTY LINE NO1'14'07"E FOUNDl�5/8" ROD AND CAP IE=17.1 4' PVC W 9 NE FOUND 1 /2"l ROD AND CAP LS # 1373 ASPH 1 O'X20' � PARKING STALL - , UNKNOWNS " PLANTER-18 EASEMENT A5 UTILITY CONC WALK 7.5 BRUSH �TT VJ O Ir) LU 5 U Q W CIO J H Q z 0 rr 0 U z_ V ,I 7.50' WASHINGTON NATURAL GAS COMPANY EASEMENT AS PER REC. ENO, 8810110122 ASPH 2r- - I B USH 17 % CIO 0 w ---® Co wv wv �<� tiC, PER REC. NO. VAULTS CONIC C11�8 20 19� I PLANTER 9006260973 I ASPH 15' PUSLIC UTILITIES EASEMENT INCLUDING WATER CONIC CURB r ` y AND SEWER AS PER REC. NO. 9012061027 CB 0 w w �' - 9188000145 1 - = 2 w w - RIM 8.9217': CPP W In Cr21 >� WV z lI r O ° PLANTER x �T IE=17.2 1D CPP E LU PLANTER z o IL w GRASS � Y --= GRASS d n b CB U 50 ` ll C e RIM=19.94 ` ti CONC (n IE=17.4 PLANTER 10" CONC W IE=17.5 10" CONC SE I 0() -A ` ti KING COUN-Y-FM❑ FACILITIES 6 � _ l 900 OAKESD.ALE AVE 5W 9805° p n I CB 3 STCRY BUILDING n DEA CDNC: CURB a LEGAL DESCRIPTION ........... RIM=19.81 NCR'875082.18 i N 91 �8nno1-46 E-16.6 10" CONC NW E: IZ541S�.31 IE=16.6 10" CPP SE Et: 20,35 0 LOT 2, CITY OF RENTON SHORT PLAT NUMBER 20 G 1 016-88, RECORDED UNDER RECORDING NUMBER gl]ltDl G� JGM 8910279013; BEING A PORTION OF TRACT B, 0 WASHINGTON TECHNICAL CENTER, ACCORDING TO THE R M=19.45 Sa i PLAT THEREOF RECORDED IN VOLUME 122 OF PLATS, FQ16_88 ` 1 J 1 IE=-7.2 10" CPP SW 1 ASPH 2Q PACES 98 THROUGH 102, INCLUSIVE, IN KING COUNTY, ` �•` IE='7.7 4" PVC N O WASHINGTON. 1 PSP&L EASEMENT FOR ELECTRIC TRANSMISSION (D C AND/OR DISTRIBUTION SYSTEM REC. NO. 8906260460 ASPI- So RIM=19.15 ° I OVER A PORTION OF LOT 2, CITY OF RENTON LOT LINE IE-17.0 10" CPP NE v 1 ADJUSTMENT NO. 001-86, REC. NO. 860CONIC WALK 9179004 H IE=16,9 12" CPP SW 20` I NOTES...AS CONSTRUCTED, OR TO BE CONSTRUCTED, EXTENDS❑ OR RELOCATED. F° 1. PURPOSE OF -THIS SURVEY THIS SURVEY WAS PERFORMED DURING SEPTEMBER, ` Xl[��TE 2016. IN SUPPORT OF A KING COUNTY BUILDING IMPROVEMENT PROJECT AND 15 1 INTENDED TO BE USED FOR -HIS PURPOSE. SPECIFIC INFORMATION SHOWN HEREON l R 2� SHOULD BE VERIFIED AS TO ITS ACCURACY IF THIS SURVEY IS TO BE USED FOR LEGEND j PURPOSES OTHER THAT WHAT IT WAS INTENDED FOR. �i CONC WALK BIKE RACK o sn t� �•_ S[� 2, BASIS OF BEARING WASHINGTON STATE PLANE NORTH, NAD 83 (91-HARK) 0 {v',;n v y A6 ` ® CONTROL POINT (AS NOTED) PLANTER -r DEA 3000-CITY OF RENTON 1854 S, S b o-°'C', n NORTHING 175,581.49o o� Z� ■ REBAR (FOUND AS NOTED) ° EASTING 1,293,557.21 Ln 0 S � o 0 A r =A 1234567890 TAX LOT/PARCEL NUMBER DEA 3010-CITY OF RENTON 1895 fi � Q �� - � � miny`n NORTHING 173 116.82 � -+ - Q� EASTNG 1,296,615.73 (D Q-d y� �' WHEEL CHAIR RAMP BUILDING LINE SI N BUILDING OVERHANG 3. VERTICAL DATUM NAVD-38 x } t arn v EDGE OF PLANTINGS CITY OF RENTON BENCHMARV NO. 1854, ELEVATION 19.65 0z T. Z LIGHT TRAFFIC STRIPING __... CITY OF RENTON BENCHMARV NO. 1895, ELEVATION 25.70 0 cz a'" I? 1 CABLE TV UNDER GROUND LINE CABLE Tv 4. METHODOLOGY FIELD MEASUREMENT FOR THIS SURVEY WERE PERFORMED USING A ? sue , HANDICAP PARKING FIBER OPTIC UNDERGROUND LINE FO LEICA MS50 TOTAL STATION AND A IGS14 CPS RECEIVER. THIS SURVEY COMPLIES 1 r^ ® STORM CATCH BASIN GAS UNDERGROUND LINE WITH THE MINIMUM REQUIRED "ERROR OF CLOSURE" OF 1:10,000 FOR WASHINGTON Yn STATE PLANE COORDINATES AS SET FORTH PER W.A.C. 332-130-090 (AND POSITONAL t ` POWER UNDERGROUND LINE +� TOLERANCE LEVELS OF LESS THAN 0,011 METERS) r_ �' STORM CLEANOUT STORM DRAIN LINE -- SD 5. PROPERTY LINES PROPERTY _INES SHOWN HEREON ARE 3ASED ON SURVEY to J STORM CULVERT WATER LONE w MONUMENTS, SURVEYS, DEEDS AND COUNTY ASSESSOR INFORMATION. AS NOTED 1 EASEMENT LINE HEREON, SPECIFIC PROPERTY LINES HAVE BEEN VERIFIED TO A HIGHER LEVEL OF CABLE TV PULLBOX ACCURACY TO BE USED FOR DETERMINING EXACT LOCATION OF FEATURES IN THOSE 1 BUILDING SETBACK LINE - - - AREAS. ® V GAS VALVE PROPERTY CORNERS WERE NDT STAKED IN CONJUNCTION WITH THIS SURVEY. GM ® GAS METER ASPH ASPHALT VYB WOOD BENCH 6. MONUM NTATiON VISITATICN ALL SURVEY MONUMENTS AND OTHER SURVEY MARKERS SHOWN HEREON WERE VISITED DURING SEPTEMBER, 2016. ®WV WATER VALVE CB CATCH BASIN CO C 7. ENCLMBRANCES THIS SURVEY RELIED ON SCHEDULE B OF THE TITLE REPORT, FIRE HYDRANT PREPARED BY FIRST AMERICAN TITLE INSURANCE COMPANY, FILE NO.:4209-2112731, E CONIC CONCRETE DATED MAY 15, 2015, TO IDENTIFY EASEMENTS OR RESTRICTIONS OF RECORD. THIS 8 KEY/CARD PAD CPP CORRUGATED PLASTIC PIPE SURVEY SHOWS THOSE INSTRUMENTS THAT AFFECT THE SUBJECT PARCEL, AND ARE SURVEY RELATED. DECIDUOUS TREE PA PLANTED AREA �-�� PVC POLYVINYL CHLORIDE PIPE 8. UNDERGROUND UTILITIES SHOWN REPRESENT FIELD SURVEYED PAINT MARKS AS PLACED ON THE GROUND BY A UTILITY LOCATE SERVICE. INC GUARANTEE IS MADE THAT CONIFEROUS TREE WV WATER VALVE THE UNDERGROUND UTILITIES SHOWN COMPRISE ALL SUCH UTILITIES IN THE AREA, EITHER IN SERVICE OR ABANDONED OR THAT THE UNDERGROUND UTILITIES ARE SHOWN IN THEIR EXACT LOCATION. THE JTILITIES ARE SHOWN AS ACCURATELY AS POSSIBLE FROM AVAILABLE INFORMATION. 9. CONTOUR INTERVAL_ 1 FOOT (NAVD 88). SURVEYED: AALA 10. SUBSURFACE- CONDITIONS WERE NOT EXAMINED OR CONSIDERED AS PART OF THIS DESIGNED: GXLE SURVEY. DRAWN: SGR 11. 1-800-424--5555- MUST BE CALLED NOT LESS THAN 43 HOURS BEFORE BEGINNING EXCAVATION WHERE ANY UNDERGROUND UTILITIES MAY BE LOCATED. CHECKED: AGC FAILURE TO DO SO COULD MEAN BEARING SUBSTANTIAL REFAIR COSTS. (UP TO THREE w TIMES THE COST OF REPAIRS TO THE SERVICE). NO. REVISION BY DATE APPR APPROVED:AGC VICINITY MA A 1 t l-- t v t 4 v SITE mm% P N.T.S. r i N Lo C8 L. RIM=19.43 " IE=16.6 12" CPP I NE IE=16.5 15" CPP W IE=16.7 10" CPPI E I 1 20 REEK RIVER 5* GSA LAp OF W A S4r b � x: x SW 16TH ST �'•. 5� 9283 SCALE: VERTICAL: NAVD 1988 CITY O F AS NOTED HORIZONTAL: NAD ,s83/18a/,ss, p Q %R] RENTON O DAVID EVANS ONE INCH DATUM NX197 ANDASSOCIATES INC. AT FULL SCALE Planning/Building/Public Works Dept. IF NOT ONE INCH 14432 SE Eastgate Way, Suite 400 SCALE ACCORDINGLY Bellevue Washington 98007 0 O O O OO I T A rw V, Q OO 00_ O O O O I N T N N v J Fo � CB RIM=19.1.5 'm IE=16.4 10" PVC SE UQ IE=16.4 10" PVC W N 0 Q z 0 0 GRASS AS'H L SETBAICK 918$000147 z i PER SHORT LLl I PLA- NO. i 016--8 w OR a CALL BEFORE YOU DIG U I 4 Q J Call: TOLFREE IZ _ W 1 -800--424-5555 m a IL Q z 0 w KING COUNTY REGIONAL DATE. 1/3/2018 z AFIS LAB REPLACEMENT FIELDBOOK: PAGE: !0 U DRAWING NO: TOPOGRAPHIC SURVEY SV1.0 0 z SHEEf:3 OF:135 Y R-399402 3 Z 0 O Ir r Z 0 U E SE 1/4 ,SECTION 26, TOWNSHIP 23N, RANGE 4 E, W.M. HORIZONTAL CONTROL PLAN 9188000090 ASPH I � � CONC CURB = ~ CONC CURB N z PLANTER J PLANTER 4 PROPERTY LINE _NCI 00 �� 3 �Q PI ANTFR .� S01.1407"W 459.00 7 m w � o CONC CURB z PLANTER - - - - p �`V z - - - - - - - URg DEA 3011 >" \ I I O �-- --M4-MDSHER------ w N: 175088.99 --- ----- -- -7- l o I /1o=Qo EL: 119.7829.94 O 2 Q "o ASPH .,,... Q za_ I �_ �`°23.9' ASPH w � w R=4.8 25.8' oC a � I , �,o• GRID INTERSECTION am & � D.1 & 26 Q a °° I ' > �`�� N 175, 252.56 J cn I 7.5' UTILITY .' �' j' .' R=1.94' n ° J EASEMENT a 1, I I _ E 1,294,254.62,�0/00 I PER PLAT OF ' WASHINGTON ' { ILL. TECHNICAL CENTER j R=20.35' VOL. 122, PAGES Q I 20' I 98-102 25.6' N z _ B ILDING I Q S TBACK > ', ' CD O I PER SHORT I R=1.94' PLAT NO. Q %� / a w 1 817�380•-/ - - - a o ° 1, 294, 237.84 1 1 � o I N01'14'07"E 60 0' R=6.0' O PROPERTY LINE F UND 8"IROD A U UAJ U FOUND 1/ RED AND CAP 1 R=12.0' 10 X20 LS # 1373 / Z PARKING STALL o Y EASEMENT AS I PER REC. NO. 25.6' 9006260973 SIZE Q 1 '. J D \ �. w .21 z z 1 J \ S> O 0 a 1 ' U 5P .•.. CB RIM=19.94 1 ' > ' • . z IE=17.4 10 ONC W O IE=17.5 10" ONC SE >>j J GRID INTERSECTION > Q A.1 & 25 -o- m m 0 '0zo -1 RIM=19.81 i z N 175,316.13 N mom sE�A K IE=16.5 10" NW i O E 1, 294, 214.17 n N t F PER SHORT IE=16.6 10" CPP SE io, ' _ -� N 1 N o�� 0 1 Po 6_aa 1 �.... rr �o O �o�mo 1 _ oV Zy �oZ� 1 1 Z 1 Z� v1� 0 P_ �1 m Ws 1 91 8000145 m 1 w �'1 LEGEND - EXISTING 0 CONTROL POINT (AS NOTED) BUILDING LINE • REBAR (FOUND AS NOTED) N CABLE TV UNDER GROUND LINE WHEEL CHAIR RAMP FO- FIBER OPTIC UNDERGROUND LINE SIGN GAS UNDERGROUND LINE LIGHT POWER UNDERGROUND LINE HANDICAP PARKING STORM DRAIN LINE ® STORM CATCH BASIN WATER LINE co STORM CLEANOUT STORM CULVERT © CABLE TV PULLBOX ® GAS VALVE MGM GAS METER ®WV WATER VALVE /Q FIRE HYDRANT 8 KEY/CARD PAD 0 DECIDUOUS TREE CONIFEROUS TREE MAG AND WASHER N: 175203.74 E: 1294255.70 EL: 20.52 ...AS CONSTRUCTED, OR TO BE CONSTRUCTED, rVTCnln=n nF' TFn LEGEND PROPOSED . PROPOSED TYPE AND TYPE -2 CATCH BASIN O■ PROPOSED STORM DRAIN MANHOLE ❑� PROPOSED WATER QUALITY STRUCTURE SD PROPOSED STORM DRAIN ASPHALT PAVEMENT LANDSCAPE o a CONCRETE WALK - - - - LIMITS OF DISTURBANCE CHAINLINK FENCE PROPOSED GAS SERVICE 13 PROPOSED GAS METER a PROPOSED GAS VALVE NO. I REVISION 20 - --x \ GRASS \ �19 CONC WALK CEO e NC \STARS 7kBRUSH 15' PUBLIC UTILITIES EASEMENT INCLUDING WATER AND SEWER AS PER REC. w 0. 9012061027 W VW w 1 F_-I-r . RIM17-sp\ IE=17.2 10" CPP SW IE=17.7 4" PVC N \�O CB RIM=19.15 IE=17.0 10" CPP NE / IE=16.9 12" CPP SW OF RENTON Jab - FOUND 2" BRASS DISK WITH PUNCH N: 175581.49 E: 1293557.21 EL:19.64 BENCHMARK TIE-IN SCALE: 1 " = 200' SURVEYED: AALA DESIGNED: GXLE DAWN` SGR CHECKED: AGC BY DATE APPR APPROVED:AGC -18�c' -19- JD CONC IRIM=18.92 - IE=17.1 10" CPP W IE=17.2 10" CPP E v - I J CB RIM=19.43 IE=16.6 12 CPP NE IE=16.5 15" CPP I W IE=16.7 10" CPP I E I I I I W50WASHINGTON ITURAL GAS COMPANY EASEMENT AS PER REC. N0. 8810110122 I ASPH W PLANTER .... r� Y GRASS i U Z 0 U 0 0 O O 00 T- 0 10 20 40 U 6==%mmm� KEY NOTES: ❑1 4" WIDE PAVEMENT STRIPING. N co CD CD CD BENCHMARKS Q HORIZONTAL: J DEA 3000-CITY OF RENTON 1854 NORTHING 175,581.49 EASTING 1,293,557.21 DEA 3010-CITY OF RENTON 1895 NORTHING 173,116.82 EASTING 1,296,615.73 VERTICAL: CITY OF RENTON BENCHMARK NO 1854 ELEVATION 19.65 00 O CITY OF RENTON BENCHMARK NO. 1895, o ELEVATION 25.70 0 I T rWn VJ GENERAL NOTES: p PER SECTION 4-4-080 OF RENTON MUNICIPAL � CODE, THE PAVEMENT MARKING REQUIREMENTS r RIM=19.13 ARE AS FOLLOWS; O IE=16.4 10" ^' ` IE=16.4 10" 1. ALL ENTRANCES AND EXITS SHALL BE V DESIGNATED AS SUCH BY MARKINGS ON N THE PARKING LOT PAVEMENT IN ADDITION TO ANY SIGNS WHICH MAY BE USED AS N ENTRANCE AND EXIT GUIDES. o cn 2. ALL MARKINGS ARE TO BE OF COMMERCIAL Lo TRAFFIC PAINT OR EQUAL MATERIAL AND ARE TO BE MAINTAINED INA ALEGIBLE CONDITION. 3. ALL ACCESSIBLE (AMERICANS WITH DISABILITIES ACT, ADA), COMPACT AND GUEST PARKING SPACES SHALL BE MARKED ACCORDING TO THE STANDARD DETAIL ;ASS ASPH H 009. I�N 00 w In J 3�I �w in a 100 00cr al 00 z 9188000147 17-ll'IB SCALE: VERTICHORIZONTAL: AL` AS NOTED NAD 19 3/1991 ' CITY OF RENTON ONE INCH DATUM AT FULL SCALE Planning/Building/Public Works Dept IF NOT ONE INCH SCALE ACCORDINGLY I— GPI\ BEFORE YIii OG�c CALL BEFORE YOU DIG w Call: TOLL FREE Q a_ 1-800-424-5555 uJ co J IN COMPLIANCE WITH CITY OF RENTON STANDARDS W a DEVELOPMENT ENGINEERING J rnair 11 /30/2018 z - _O CD w KING COUNTY REGIONAL DATE. 1/3/2018 z p a AFIS LAB REPLACEMENT FIELDBOOK: D ® O DAV I D E VA N S PAGE: O U ANDASSOCIATES INC. DRAWING NO: CD 14432 SE Eastgate Way, Suite 400 HORIZONTAL CONTROL PLAN C2.0 Z Bellevue Washington 98007 SHEET:OF: 4 135 Y Phone: 425.519.6500 R-399403 / xx ASPH - SE 1/4 ,SECTION 26, TOWNSHIP 23N, RANGE 4 E, W.M. - CIVIL SITE PLAN 9,8�o�9a II/ �TT VJ cy) I7CONC CURB PLANTER Y e PLANTER `\��\///////// _� Cj c e -1 a�- Lij= N j N F- co 3 m W a o CONC CURBuj ~zwW Z a 0U - - /- 1 - - GV - 0 Qo Q w4 "pQ,- --- / CONC CURB PROPERTY LINE PI ANTF�_ �2 � S01 i 4'07"W 459.00' r'? PLANTER p DEA -M,4� AAJJD-�SkIER_ - - - - - - - - - N: 175088.99 E: 1294329.94 I EL: 19.78 \ ASPH CON r'0 C CURB � ^ 4 } � I w1 7.50' WASHINGTON 3 9 TYP. NATURAL GAS COMPANY LLj LO p 0 ,� \ I EASEMENT AS PER REC00 . / I NO. 8810110122 P Q N I 7.5' UTILITY �0 8 ° ° I EASEMENT /1. 11 2� Q P ( f) I PER PLAT OF �l, $ p / P WASHINT LL 2 ° �19 /�� 2 \ GRASS p TECHNICAL CENTER ° • Q I I VOL. 122, PAGES J 20' 98-102 Q _B ILDING_ I 3 -P P PJ \ �79 v wy I C O I PE TSHORT I ) / i { ii i, ' ., 3 • \ c PLAT NO. r!' • p a \ G 16-8 L - / ❑ ° $ CONC WALK �6 � - - l - - - - � DEA � 3008 • \ ®C e \ °° MAG AND WASHER \STARS77 BRUSH BUSH E: 1294255.70117 \ PROPOSED EL: 2 z N01.14°07"E so.00' BLDG, TYP. N 5 / D PROPERTY LINE FUND 8"1ROD A D CA °°� I O ;AP - 1 6 TYP. 0 FOUND 1 /�" R D AND CAP 2 FF: 21 .5 ° LS # 1373 / ° I 1o'X20' U) 3 DOOR 2 ° ASPH / z PARKING STALL > ' ° PLANTER;:D ° EASEMENT AS Y P900626097REC. NO3 ° F ° 10 CO CURB -20--� �, 3 Z Q 1 8 15' PUBLIC UTILITIES EASEMENT INCLUDING WATER / 1 \ I \ AND SEWER AS PER REC. NO. 90120610027 / 1 p 8 WV w w w v' �L O JCB '�a j♦v °' cep ' . O r 0 RIM=19.94 • 1 9 2 1,'`''i'' c> Z z IE=17.4 10: ONC W TYP TYP. G 0 PLANTER IE-17.5 10 ONC SE 1 ryp 9 8 m 1 , 8 N m 2 DING RIM=19.81 C� mono SE 8P'CK IE-16.5 10" Nw ' 9 TYP. EXISTING BLDG. 7 " RT 1 IE=16.6 10" CPP SE y _ -11 pER _T FF: 21.5 v o p1 P01 -es 1 8 ACING COUNTY-FMD FACILITIES G� \ � 900 OAKESDALE AVE SW 98055 r 70 0 ►� o'o� 3 STORY BUILD Z �oTo_ orr" 1 $ S, 1 1 TYP. 9 70 0 o N^ 9188000146 03 1 o_3- �o o-, \ crr_ mw N10 1 PSP&L EASEMENT FOR ELECTRIC TRANSMISSION 1 4ND/OR DISTRIBUTION SYSTEM REC. NO. 8906260460 o o r_ - JVER A PORTION OF LOT 2, CITY OF RENTON LOT LINE �qN 91 800014� mNa, 1 1 ADJUSTMENT NO. 001-86, REC. NO. 8609179004 � w_ ...AS CONSTRUCTED. OR TO BE CONSTRUCTED. LEGEND - EXISTING LEGEND - PROPOSED 0 CONTROL POINT (AS NOTED) BUILDING LINE PROPOSED TYPE AND TYPE -2 CATCH BASIN • REBAR (FOUND AS NOTED) N CABLE TV UNDER GROUND LINE O■ PROPOSED STORM DRAIN MANHOLE WHEEL CHAIR RAMP FIBER OPTIC UNDERGROUND LINE SIGN GAS UNDERGROUND LINE PROPOSED WATER QUALITY STRUCTURE � SD PROPOSED STORM DRAIN LIGHT POWER UNDERGROUND LINE ASPHALT PAVEMENT HANDICAP PARKING STORM DRAIN LINE LANDSCAPE ® STORM CATCH BASIN WATER LINE CONCRETE WALK co STORM CLEANOUT - - - - LIMITS OF DISTURBANCE STORM CULVERT ��� CHAINLINK FENCE © CABLE TV PULLBOX PROPOSED GAS SERVICE ®GGAS VALVE 13 PROPOSED GAS METER GAS METER Ij PROPOSED GAS VALVE � WATER VALVE r� FIRE HYDRANT 8 KEY/CARD PAD O DECIDUOUS TREE CONIFEROUS TREE REVISION J � � RIM=19.45 IE=17.2 10" PP SW O IE=17.74"PCN ASPH H CONC WALK e r112 E X 5 82.18 9 t1l85. EL: 20 35 \ CONC WALK (D J PLANTER ° SURVEYED: AALA DESIGNED: GXLE DAWN` SGR CHECKED: AGC BY DATE APPR APPROVED:AGC ASP RIM=19.15 IE=17.0 " CPP NE / IE=16 12" CPP S So BIKE RACK 0 ti -19 CONC CURB CB RIM=18.92 IE=17.1 10" CPP W I IE=17.2 10" CPP E I o 12v 1 I J I o RIM 19.43 IE=16.6 12" CPP NE IE=16.5 15" CPP I W IE=16.7 10" CPPI E I I I ASPH 4 0 10 20 40 KEY NOTES: co CD CD CD Ob T �� N co CD CD CD T Q J / '0+ '• c' w O LIMITS OF DISTURBANCE WV WWVV 94 �'O Cfl PLANTER O CONCRETE WALK. � O O3 CONCRETE CURB PER COR STD PLAN 101. o OSIX FOOT CHAINLINK FENCE - SEE r ARCHITECTURAL PLAN SHEET A113. W ROLLING CHAINLINK GATE - SEE SEE GRASS 3 OO ARCHITECTURAL PLAN SHEET A113. Uj o O 4" WIDE WHITE PAVEMENT STRIPING. Fo y° O RETAIINED LANDSCAPE VEGETATION TO BE o CB g LANDSCAPE PLANTER - SEE LANDSCAPE F RIM=19.13 O PLAN SHEET L1.0. IE=16.4 10" 1 O conIE=16.410" PROPOSED TREE - SEE LANDSCAPE PLAN N cn 0 SHEET L1.0. p N 10 FLUSH CURB. o N N 11 PROPOSED CONCRETE PAD TRASH/RECYCLE ENCLOSURE. FOR ENCLOSURE DETAILS - LO SEE ARCHITECTURAL PLAN SHEET A113. 12 CONTRACTOR LAYDOWN AREA GENERAL NOTES: o GRASS ASPH 1. FIRE ZONE TO BE KEPT CLEAR BY 1n THE CONTRACTOR. ao � I w � J LLI � a_ 100 00 gal 00 z 9188000147 17 - lI-IB SCALE: VERTICHORIZONTAL: AL` AS NOTED NAD 19 3/1991 ' CITY OF RENTON ONE INCH DATUM AT FULL SCALE Planning/Building/Public Works Dept IF NOT ONE INCH SCALE ACCORDINGLY I— GPI\ BEFORE YIii OG�c CALL BEFORE YOU DIG w Call: TOLL FREE Q 1-800-424-5555 uJ m Q J IN COMPLIANCE WITH CITY OF RENTON STANDARDS W Q DEVELOPMENT ENGINEERING A0114111I, J IL a rnair 11 /30/2018 z _O WATER UTILITY CD .� w Abdoul Gafour 11 /29/2018 KING COUNTY REGIONAL DATE. 1/3/2018 z p a AFIS LAB REPLACEMENT FIELDBOOK: D ® O DAV I D E VA N S PAGE: O U ANDASSOCIATES INC. DRAWING NO: CD 14432 SE Eastgate Way, Suite 400 CIVIL SITE PLAN C3.0 Z Bellevue Washington 98007 SHEET:OF: 5 135 Y Phone: 425.519.6500 R-399404 LLI LLI Q w co J LL a J z O CD LLI 0 z Y a J n z _O J O w 0 3 z a E SE 1/4 ,SECTION 26, TOWNSHIP 23N, RANGE 4 E, W.M. DEMOLITION PLAN ASPH i2�� CONIC CURB 7 PLANTER J /PLANTER -— —N � � t=i� H- co v Y m W a o CONIC CURB z / a. 0 \ T, T ]IF o I?�� I Z � I h0 c I } I o �t�o^ / ASPH o '1n a:t 0 N I 7.5' UTILITY J 5 EASEMENT m I PER PLAT OF WASHINGTON TECHNICAL CENTER I VOL. 122, PAGES PLANTER 20' 98-102 _ BI JILDING S I T 6`A­C K­ PEF I SHORT I I PLAT 16 80 / � -TI 3 N01'14'07"E LINE FUND VROD AND CAP _ PRO ERTY LINE _ FOUND 1 / " R D AND CAP 10'X20' I LS # 1373 / j IRKING STALL ASEM ASEMENT AS 0 �,r( ER REC. NO. P' 9006260973 1 I ASPH 1 . U 1 z JPLANTER 0 a _ — CB SP RIM=19.94 • 3 I IE-17.4 10" ONC W I IE=17.5 10" ONC SE I �c " 1 N -AlZ 2 DING 1 / RIM=19.81 0 -0 BUIL ACK V IE=16.5 10" CONC NW SE�I{ORT I IE=16.6 10" CPP SE zo0cn 1 ppRAT NO 0 � � p16_8$ 0 I 20� O Orm z? c9i1 m Z ca ri -000 J� I 1 00� `o �* L mw I 91 8000145 � w.. LEGEND - EXISTING 0 CONTROL POINT (AS NOTED) BUILDING LINE • REBAR (FOUND AS NOTED) CABLE TV UNDER GROUND LINE WHEEL CHAIR RAMP FIBER OPTIC UNDERGROUND LINE SIGN GAS UNDERGROUND LINE LIGHT POWER UNDERGROUND LINE HANDICAP PARKING STORM DRAIN LINE STORM CATCH BASIN WATER LINE co STORM CLEANOUT STORM CULVERT © CABLE TV PULLBOX ® GAS VALVE GAS METER DEMO LEGEND ® REMOVE OR ABANDON ® WATER VALVE UNDERGROUND UTILITY. FIRE HYDRANT — — LIMITS OF DISTURBANCE. 8 KEY CARD PAD7� DEMO TREES. 0 DECIDUOUS TREE CONIFEROUS TREE 9188000090 MAG AND WASHER IN: 175203.74 E: 1294255.70 IEL: 20.52 ..AS CONSTRUCTED. OR TO BE CONSTRUCTED. DEMOLITION NOTES: ASPH 7-:)7 --�-- — —___ CONCCURB — ROPERTY LIN S011407W 459.00 PI ANTF� "'"' 2� PLANTER 20 - —\ � REMOVE EXISTING CONCRETE CURB. 2 REMOVE EXISTING CONCRETE SLAB. 3 REMOVE EXISTING ASPHALT PAVEMENT. 4 REMOVE EXISTING CONCRETE WALKWAY. 5 REMOVE EXISTING TREE AND LANDSCAPE VEGETATION. 6O REMOVE EXISTING CATCH BASIN AND STORM DRAIN PIPING. 7O RELOCATE EXISTING GREASE TRAP, CONTRACTOR TO COORDINATE WITH OWNER. REMOVE EXISTING LIGHT POLE AND WIRES. 9 REMOVE EXISTING BOLLARDS. 10 REMOVE EXISTING TRASH ENCLOSURE, CONCRETE PAD AND CONCRETE WALLS G MAINTAIN FIRE EXIT PATH FROM BUILDING. 12 REMOVE OR RELOCATE POWER ON SIDE OF EXISTING TRASH ENCLOSURE. CONTRACTOR TO COORDINATE WITH OWNER. NO. I REVISION -q0 10 20 40 a /DEA # 3011 >" \ --—MA4-AND-WASkIER--------- ----- — N: 175088.99 E: 1294329.94 ° I EL: 19.78 ASPH CON `30 C CURB \ I 7.50' WASHINGTON NATURAL GAS COMPANY " \ EASEMENT AS PER REC. / a I NO. 8810110122 • � \ \ GRASS \< ° CONIC WALK CONC \STARS 0 BRUSH 15' PUBLIC UTILITIES EASEMENT INCLUDING WATER w AND SEWER AS PER REC. NO. 9012061027 ., , Nw i w RIM17 IE=17.2 10" CPP SW IE=17.7 4" PVC N SURVEYED: AALA DESIGNED: GXLE DAWN` SGR CHECKED: AGC BY DATE APPR APPROVED:AGC 111�O CB RIM=19.15 IE=17.0 10" CPP NE / IE=16.9 12" CPP SW I ASPH O G,Q B USH l Z -19 CONIC IRIM=18.92 - IE=17.1 10" CPP W IE=17.2 10" CPP E o _ IE=16.6 12" CPP NE IE=16.5 15" CPP I W IE=16.7 10" CPPI E I I I Y GRASS 3 U Z �+ L' O° WV W WV 9<< tic PLANTER y° ° Fo F CB RIM=19.13 IE=16.4 10" U IE=16.4 10" N N Q U z U 0 U rn GRASS ASPH In �W Z L0JI 3� Mw 10 a � a 00 Z I 9188000147 17 • ll•IB SCALE: VERTICHORIZONTAL: AL` AS NOTED NAD 19 3/1991 ' CITY OF RENTON ONE INCH DATUM AT FULL SCALE Planning/Building/Public Works Dept IF NOT ONE INCH SCALE ACCORDINGLY 0 0 0 O 00 T �� N co O O O T a J 00 IZI- O O I T rW^^ VJ W r O N I CV N 'I V J z GPI\ BEFOoE YLU OG�c CALL BEFORE YOU DIG w Call: TOLL FREE 0 1-800-424-5555 uJ co J IN COMPLIANCE WITH CITY OF RENTON STANDARDS W Q DEVELOPMENT ENGINEERING J rnair 11 /30/2018 z _O CD w KING COUNTY REGIONAL DATE. 1/3/2018 z p a AFIS LAB REPLACEMENT FIELDBOOK: D ® O DAV I D E VA N S PAGE: O 0 ANDASSOCIATES INC. DRAWING NO: CD 14432 SE Eastgate Way, Suite 400 DEMOLITION PLAN C4.0 Z Bellevue Washington 98007 SHEET: 6 OF: 135 Y Phone: 425.519.6500 R-399405 I-- LLI LLI Q w co J LL a z r0 V LLI z_ V a J n rr z 0 z LLI 0 LLI U) z a 0 C/) rr w rr rr n 2 LLI I E LO 6 N O 0 01 ID z J <L SE 1/4 , SECTION 26, TOWNSHIP 23N, RANGE 4 E, W.M. - _ TEMPORARY EROSION AND SEDIMENT CONTROL PLAN / \ .21ASPH 9188000090 / / � i CONC CUr-,o - PLANTER J PLANTER CONIC CURB °, PROPERTY LINE U PLANTER `22 / S01'14 07 W 459.00' CONC CURB _ vo •LANTER J` GV / CURB DEA # 3011 \ \ \ \ CONIC MAG AND WASHER N: 175088.99 \ \ E: 194329.94 19.78 o \ ° ASPH I C ONC 0 10 20 40 STANDARD PRACTICE CODING SYSTEM Z :� FE , \ Re 1 CONTRACTOR TO INSTALL AND MAINTAIN ALL - STOCKPILE LOCATION ASPH ° \ EROSION CONTROL BMP'S AS SHOWN ON THIS PLAN .� j- IN ACCORDANCE WITH 2O17 CITY OF RENTON cr rl1R- - ;;P \: SURFACE WATER DESIGN MANUAL SUMMARIZED ON / SHEET C5.2 & C5.3 & C5.4. IF BMP INSTALLATION �� a ° 00 P'. o Q AND MAINTENANCE IS INADEQUATE TO MEET THESE : ;; ' > • °� \ 7.5' CONC WALL ° 9� p I REQUIREMENTS CONTRACTOR TO PROVIDE �o 1 Q. A VEG : DDITIONAL BMP'S AT NO ADDITIONAL COST TO GRASS i i•) °. :.............. 1 AN TER Ica ��' ° ��� / \ �� \ \ I ASP . ... ... OWNER P P 8 2.7, a 8, Q •'0 4 .... P. \ P� \ / \ CODE BMPs '.' VEG a . j' CONC WALK cG�e VEG20.� °> °,3008 \ ° CONC ° ° o \ CONC MAG AND WASHER \STARS BRUSH \ I BRUSH REMOVE PAVEMENT ° PADS I N. 175203.74 (' I 16.18 E. 1294255.70 IE=./ 1 I TO SUBGRADE FOR IE16$ ,o cP EL: 20.52 FOUNF ROD AND CAP IE=17.1 4" PVC PROPOSED ADDITION. • w - 00k CAP \ / �, �, c ® ................... . ASPH UNKNOWN c LAN ° `Lo \ UTILITY PLANTER I C� ° LAP �; CBI• VAUL:TS CURB / ✓ P ASPH.....(D .......... .. -20- - a , .i 1 S......................: A cCONC CURB CO � 1 CB ....................... m w w w o '�' WV RIM 18 92 o j21. Q I U CBI i' '\` y \{ IE=17.1 10" CPP W z a \ EG RLA,NT�[2 . a / CANTER 1....... IE=17.2 10" CPP E J >. a a s . v d . • . . . ' -Z1��j ........ 0 U. . . .................... N ♦ ♦ . • . RASS So ....�...:....::.. .: o / GRASS 3 Ell > o . CBI ........... . :.� G . ; ........................... PLANTER 0 U `V ' KING COUNTY-FMD FACILITIES ° ' i . ' 900 OAKESDALE AVE SW 98055 .............. P P p 3 STORY BUILDING CONIC: CURB RIM=19.81 9188000146 I d :SCRIBED X \ ° .. . IE=16.5 10" NW N: 175082.18 .... . . I \ €E 1294185 31 IE=16.6 10" CPP SE l M U so EL: 20:35 F m ' GM ` / 1 Z RIM=19.45 so \ of z r� o IE=17.2 10" CPP SW --2 \ IE=17.7 4" PVC N CBI ?off ASPH O ........................ 1j O ASPH sb IM=19.15 ' IE=17.0 10" CPP NE - CONIC WALK IE=16.9 12" CPP SW/ ,20 SD 9188000145 TF� 2�J N Q CONC CURB N \ C o \ \ CONIC WALK BIKE RACK C. LEGEND - EXISTING T.E.S.C. LEGEND ° GRASS PLANTER • CONTROL POINT AS NOTED � � � BUILDING LINE '••••••••••••••••••••. • REBAR (FOUND AS NOTED) - CABLE TV UNDER GROUND LINE - - - - - LIMITS OF CLEARING AND GRADING ................ A........... ............................. 0 RCB I FIBER OPTIC UNDERGROUND LINE RIM16.6 1 WHEEL CHAIR RAMP - CBI IE=1s.s 2" CPP NE IE=16.5 15" CPP W SIGN UNDERGROUND LINE IE=16.7 10" CPP E LIGHT - POWER UNDERGROUND LINE HANDICAP PARKING - STORM DRAIN LINE ® STORM CATCH BASIN WATER LINE co STORM CLEANOUT STORM CULVERT © CABLE TV PULLBOX GAS VALVE ® GAS METER WATER VALVE FIRE HYDRANT 8 KEY/CARD PAD 0 DECIDUOUS TREE CONIFEROUS TREE N01.14'07"E 60.00' PROPERTY LINE FOUND 1/2" ROD AND LS # 13731 RIM=19.94 IE=17.4 10" CONC W IE=17.5 10" CONC SE om STORM DRAIN INLET 4 PROTECTION, SEE DETAIL C5.4 918800 VEG TREE PROTECTION (HIGH VISIBILITY FENCE) x REMOVE TREE EXISTING CONTOUR STRAW WATTLES AND/OR SANDBAGS NO. I REVISION SURVEYED: AALA DESIGNED: GXLE DAWN` SGR CHECKED: AGC BY DATE APPR �APPROVED; AG C 17-ll'IB SCALE: VERTICHORIZONTAL: ALL• AS NOTED NAD 19 3/1991 ' CITY 0 F RENTON ONE INCH DATUM ° AT FULL SCALE Planning/Building/Public Works Dept IF NOT ONE INCH SCALE ACCORDINGLY CATCH BASIN/INLET SEDIMENT PROTECTION CBI PER COR STD PLAN 216.20 OR 216.30. MU MULCH AND/OR MATING (D.2.1.2.2, APPENDIX D, OF 2017 CITY OF RENTON MANUAL) FE WORKING LIMITS & HIGH VISIBILITY FENCE (D.2.1.1.1, APPENDIX D, OF 2017 CITY OF RENTON MANUAL) GENERAL NOTES 1. DEWATERING OF TRENCH AND FOUNDATION WILL BE DONE VIA VACTOR TRUCK AS NEEDED. 2. MEASURES SHALL BE PROVIDED TO ENSURE THAT RUNOFF DOES NOT GO OUTSIDE PROPERTY LINES DRUING CONSTRUCTION. SOIL TYPE NOTE PER GEOTECHNICAL ENGINEER, IF SOFT SILTY SOILS ARE ENCOUNTERED ARE ENCOUNTERED AT SUBGRADE, OVER -EXCAVATION FOR A MINIMUM OF 6" IS REQUIRED CD CD O O DO T N co 0 0 0 T 00 O 0 0 I T W v 00 r O N N N I L J z GPI\ BEFOoE YIii OG�c CALL BEFORE YOU DIG w Call: TOLL FREE 0 w 1-800-424-5555 uJ m a J IN COMPLIANCE WITH CITY OF RENTON STANDARDS U) a SURFACE WATER UTILITY DEVELOPMENT ENGINEERING Q rstraka 11 /29/2018 rnair 11 /30/2018 z _0 CD w KING COUNTY REGIONAL DATE. 1/3/2018 z p a AFIS LAB REPLACEMENT FIELDBOOK: ® O DAV I D E VA N S PAGE: O U ANDASSOCIATES INC. DRAWING NO: CD 14432 SE Eastgate Way, Suite 400 TEMPORARY EROSION AND C5.0 z Bellevue Washington 98007 SEDIMENT CONTROL PLAN SHEET: OF: 7 135 Y Phone: 425.519.6500 R-399406 SE 1/4 , SECTION 26, TOWNSHIP 23N, RANGE 4 E, W.M. EROSION CONTROL NOTES I o co 0 w I— z w 5 w U a J w co J H a J a z _O CD w z D O U z V U) LLI O J z O U z O O w 3 N Ld 0 0 z J 0 H z O U E 0 L, 6 00 N 0 0 01 ID z J STANDARD CITY OF RENTON EROSION CONTROL NOTES: GENERAL NOTES: 1. BEFORE ANY CONSTRUCTION OR DEVELOPMENT ACTIVITY OCCURS, A PRECONSTRUCTION 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 8 INCHES OF 4 TO 6 INCH QUARRY SPALLS SHALL BE LOCATED AT ALL POINTS OF VEHICULAR INGRESS AND EGRESS TO THE CONSTRUCTION SITE. NO. I REVISION CONSTRUCTION SEQUENCE 1. HOLD THE PRE -CONSTRUCTION MEETING. 2. POST SIGN WITH NAME AND PHONE NUMBER OF ESC SUPERVISOR. 3. FENCE CLEARING LIMITS. 4. INSTALL CATCH BASIN PROTECTION. 5. INSTALL PERIMETER PROTECTION (SILT FENCE, BRUSH BARRIER, ETC.). 6. INSTALL TEMPORARY CONSTRUCTION STORMWATER SETTLING TANK. 7. CONSTRUCT SURFACE WATER CONTROLS SIMULTANEOUSLY WITH CLEARING AND GRADING FOR PROJECT DEVELOPMENT. 8. INSTALL STORM DRAINAGE SYSTEMS. 9. INSTALL ASPHALT CONCRETE PAVEMENT, CURBING AND CEMENT CONCRETE AS SHOWN ON PLANS. 10. MAINTAIN EROSION CONTROL MEASURES IN ACCORDANCE WITH CITY OF RENTON STANDARDS AND MANUFACTURER'S RECOMMENDATIONS. 11. 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 CLEARING AND GRADING STANDARDS. 12. COVER ALL AREAS THAT WILL BE UNWORKED FOR MORE THAN SEVEN DAYS DURING THE DRY SEASON OR 12 HOURS DURING THE WET SEASON WITH STRAW, WOOD FIBER MULCH, COMPOST, PLASTIC SHEETING, OR EQUIVALENT. 13. STABILIZE ALL AREAS WITHIN SEVEN DAYS OF REACHING FINAL GRADE. 14. SEED, SOD, STABILIZE, OR COVER ANY AREAS TO REMAIN UNWORKED FOR MORE THAN 30 DAYS. 15. UPON COMPLETION OF THE PROJECT, STABILIZE ALL DISTURBED AREAS AND REMOVE BMPS IF APPROPRIATE. SURVEYED: AALA DESIGNED: GXLE DRAWN: SGR CHECKED: AGC BY I DATE I APPR I APPROVED:AGC SCALE: AS NOTED ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/1991 DATU V 17 - lI-IB 0 CITY OF RENTON Planning/Building/Public Works Dept A 070 O N I CV N N CALL BEFORE YOU DIG Call: TOLL FREE —800-424-5555 IN COMPLIANCE WITH CITY OF RENTON STANDARDS SURFACE WATER UTILITY % � IL rstraka 11 /29/2018 %J w1cDAVID EVANS ANDASSOCIATES INC. 14432 SE Eastgate Way, Suite 400 Bellevue Washington 98007 DEVELOPMENT ENGINEERING rnair 11 /30/2018%."Ill KING COUNTY REGIONAL DATE. 1/3/2018 AFIS LAB REPLACEMENT FIELDBOOK: PAGE: EROSION CONTROL NOTES C5.1 SHEET: OF: 8 135 06 U 00 0 0 0 I T u 7 I— z w 5 LLI U a J n rr m a J H a J a z O CD w D 0 z i R-399407 SE 1/4 , SECTION 26, TOWNSHIP 23N, RANGE 4 E, W.M. I— Z w 5 w U Q J n w m Q J U) LL a J a Z _O (D w tY Z O U (D Z V to J w I) J O !Y I— Z O U Z _O () O Iz w D.2.1.1 CLEARING LIMITS Prior to any site clearing or grading, those areas that are to remain undisturbed during project construction shall be delineated. At a minimum, clearing limits shall be installed at the edges of all critical area buffers and any other areas required to be left uncleared such as portions of the site subject to clearing limits under RMC 4-4-060, areas around significant trees identified to be retained, on -site BMP areas to be protected, and other areas identified to be left undisturbed to protect sensitive features. Purpose: The purpose of clearing limits is to prevent disturbance of those areas of the project site that are not designated for clearing or grading. This is important because limiting site disturbance is the single most effective method for reducing erosion. Clearing limits may also be used to control construction traffic, thus reducing the disturbance of soil and limiting the amount of sediment tracked off site. When to Install: Clearing limits shall be installed prior to the clearing and/or grading of the site. Measures to Use: Marking clearing limits by delineating the site with a continuous length of brightly colored survey tape is sometimes sufficient. The tape may be supported by vegetation or stakes, and it shall be 3 to 6 feet high and highly visible. Critical areas and their buffers require more substantial protection and shall be delineated with plastic or metal safety fences or stake and wire fences. Fencing may be required at the City's discretion to control construction traffic or at any location where greater protection is warranted. Permanent fencing may also be used if desired by the applicant. Silt fence, in combination with survey flagging, is also an acceptable method of marking critical areas and their buffers. D.2.1.1.1 PLASTIC OR METAL FENCE Code: FF. Symbol: I Purpose Fencing is intended to (1) restrict clearing to approved limits; (2) prevent disturbance of critical areas, their buffers, and other areas required to be left undisturbed; (3) limit construction traffic to designated construction entrances or roads; and (4) protect areas where marking with survey tape may not provide adequate protection. Conditions of Use To establish clearing limits, plastic or metal fence may be used: 1. At the boundary of critical areas, their buffers, and other areas required to be left uncleared. 2. As necessary to control vehicle access to and on the site (see Sections D.2.1.4.1 and D.2.1.4.2). Design and Installation Specifications l . The fence shall be designed and installed according to the manufacturer's specifications. 2. The fence shall be at least 3 feet high and must be highly visible. 3. The fence shall not be wired or stapled to trees. Maintenance Requirements 1. If the fence has been damaged or visibility reduced, it shall be repaired or replaced immediately and visibility restored. 2. Disturbance of a critical area, critical area buffer, native growth retention area, or any other area required to be left undisturbed shall be reported to the City for resolution. WORKING LIMITS AND HIGH VISIBILITY FENCE C5� APPENDIX D, D.2.1.1.1 OF 2017 CITY OF RENTON SURFACE WATER DESIGN MANUAL EROSION CONTROL DETAILS -I D.2.1.2.2 MULCHING Code: MU Purpose Symbol: _ Mu � The purpose of mulching soils is to provide immediate temporary protection from erosion. Mulch also enhances plant establishment by conserving moisture, holding fertilizer, seed, and topsoil in place, and moderating soil temperatures. There is an enormous variety of mulches that may be used. Only the most common types are discussed in this section. Conditions of Use As a temporary cover measure, mulch should be used: 1. On disturbed areas that require cover measures for less than 30 days 2. As a cover for seed during the wet season and during the hot summer months 3. During the wet season on slopes steeper than 3H:1 V with more than 10 feet of vertical relief. Design and Installation Specifications For mulch materials, application rates, and specifications, see Table D.2.1.2.A. Note: Thicknesses may be increased for disturbed areas in or near critical areas or other areas highly susceptible to erosion. Maintenance Standards 1. The thickness of the cover must be maintained. 2. Any areas that experience erosion shall be remulched and/or protected with a net or blanket. If the erosion problem is drainage related, then the drainage problem shall be assessed and alternate drainage such as interceptor swales may be needed to fix the problem and the eroded area remulched. TABLE D.2.1.2.A MULCH STANDARDS AND GUIDELINES Mulch Quality Standards Application Remarks Material Rates Straw Air-dried; free from Z-3" thick; Cost-effective protection when applied with undesirable seed and 5 bales per adequate thickness. Hand -application generally coarse material 1,000 sf or 2— requires greater thickness than blown straw. Straw 3 tons per acre 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 not be ('PIll1InsP fartnrs pPr 1,onn sf nr used withnut sPPd and tackifiPr i1nlPgs the 1,500-2,000 Ibs application rate is at least doubled. Some wood per acre 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 handling. approx. 100 tons increasing thickness to 3" (2.25 cubic feet per Must be purchased per acre (approx. square yard). Excellent mulch for protecting final from supplier with 1.5 cubic feet per grades until landscaping because it can be directly Solid Waste Handling square yard) seeded or tilled into soil as an amendment. Permit. Compost may not be used in Sensitive Lake7 basins unless analysis of the compost shows no phosphorous release. Hydraulic This mulch category Apply at rates The BFM shall not be applied immediately before, Matrices includes hydraulic from 3,000 Ibs per during or immediately after rainfall so that the (Bonded slurries composed of acre to 4,000 Ibs matrix will have an opportunity to dry for 24 hours Fiber Matrix wood fiber, paper per acre and after installation. Application rates beyond 2,500 [BFM]) fiber or a based on pounds may interfere with germination and are not combination of the manufacturers usually recommended for turf establishment. BFM two held together by recommendations is generally a matrix where all fiber and binders a binding system. are in one bag, rather than having to mix The BFM shall be a components from various manufacturers to create mixture of long wood a matrix. BFMs can be installed via helicopter in fibers and various remote areas. They are approximately $1,000 per bonding agents. acre cheaper to install. Chipped Site Average size shall be 2" minimum This is a cost-effective way to dispose of debris Vegetation several inches. thickness 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. 0 MULCH C5.2 APPENDIX D, D.2.1.2.2 OF 2017 CITY OF RENTON SURFACE WATER DESIGN MANUAL NI-1.1 I E O 0 Ln 6 N SURVEYED: SCALE: AALA HORIZONTAL: NAD 19 3/1991 o DESIGNED: AS NOTED GXLE DRAWN: SGR ONE INCH DATUM CHECKED: AGG AT FULL SCALE g IF NOT ONE INCH w NO. REVISION BY DATE AP P R APPROVED: AGC SCALE ACCORDINGLY CITY OF RENTON f."R NUIV Planning/Building/Public Works Dept A O CV I CV CV 0 A CALL BEFORE YOU DIG Call: TOLL FREE —800-424-5555 IN COMPLIANCE WITH CITY OF RENTON STANDARDS SURFACE WATER UTILITY DEVELOPMENT ENGINEERING rstraka 11 /29/2018 rnair 11 /30/2018 WICCIAVID EVANS ANDASSOCIATES INC. 14432 SE Eastgate Way, Suite 400 Bellevue Washington 98007 KING COUNTY REGIONAL DATE. 1/3/2018 AFIS LAB REPLACEMENT FIELDBOOK: PAGE: EROSION CONTROL C5.2 DETAILS -I SHEET:9 OF:135 U N co CD CD CD T Q 00 CD CD CD I ti T 7 I— Z w 2 w U Q J a_ LLJ C0 Q J W H a J z _O (D w z O U (D Z Y R-399408 I- W 5 W U Q J n W C0 Q J U) H a J a Z _O (D W Z O U (D Z_ V 6 J W I) J O Z O U Z O (n O LL1 E SE 1/4 ,SECTION 26, TOWNSHIP 23N, RANGE 4 E, W.M. EROSION CONTROL DETAILS -II D.2.1 ESC MEASURES D.2.1.2.6 TEMPORARY AND PERMANENT SEEDING Code: SE Symbol: � SE Purpose Seeding is intended to reduce erosion by stabilizing exposed soils. A well -established vegetative cover is one of the most effective methods of reducing erosion. Conditions of Use I . Seeding shall be used throughout the project on disturbed areas that have reached final grade or that will remain unworked for more than 30 days. 2. Vegetation -lined channels shall be seeded. Channels that will be vegetated should be installed before major earthwork and hydroseeded or covered with a Bonded Fiber Matrix (BFM). 3. Retention/detention ponds shall be seeded as required. 4. At the City's discretion, seeding without mulch during the dry season is allowed even though it will take more than seven days to develop an effective cover. Mulch is, however, recommended at all times because it protects seeds from heat, moisture loss, and transport due to runoff. 5. Prior to the beginning of the wet season, all disturbed areas shall be reviewed to identify which ones can be seeded in preparation for the winter rains (see Section D.2.4.2). Disturbed areas shall be seeded within one week of the beginning of the wet season. A sketch map of those areas to be seeded and those areas to remain uncovered shall be submitted to the CED inspector. The CED inspector may require seeding of additional areas in order to protect surface waters, adjacent properties, or drainage facilities. 6. At final site stabilization, all disturbed areas not otherwise vegetated or stabilized shall be seeded and mulched (see Section D.2.4.5). Design and Installation Specifications 1. The best time to seed is fall (late September to October) or in spring (mid -March to June). Irrigation is required during the first summer following installation if seeding occurs in spring or summer or during prolonged dry times of year. Areas may also be seeded during the winter months, but it may take additional spring seeding applications to develop a dense groundcover due to cold temperatures. The application and maintenance of mulch is critical for winter seeding. 2. To prevent seed from being washed away, confirm that all required surface water control measures have been installed. 3. The seedbed should not be compacted because soils that are well compacted will not vegetate as quickly or thoroughly. Slopes steeper than 3H:1 V shall be surface roughened. Roughening can be accomplished in a variety of ways, but the typical method is track walking, or driving a crawling tractor up and down the slope, leaving cleat imprints parallel to the slope contours. 4. In general, 10-20-20 N-P-K (nitrogen -phosphorus -potassium) fertilizer may be used at a rate of 90 pounds per acre. Slow -release fertilizers are preferred because they are more efficient and have fewer environmental impacts. It is recommended that areas being seeded for final landscaping conduct soil tests to determine the exact type and quantity of fertilizer needed. This will prevent the over - application of fertilizer. Disturbed areas within 200 feet of water bodies and wetlands must use slow - release low -phosphorus fertilizer (typical proportions 3-1-2 N-P-K). 5. The following requirements apply to mulching: a) Mulch is always required for seeding slopes greater than 3H:1 V (see Section D.2.1.2.2). b) If seeding during the wet season, mulch is required. c) The use of mulch may be required during the dry season at the City's discretion if grass growth is expected to be slow, the soils are highly erodible due to soil type or gradient, there is a water body close to the disturbed area, or significant precipitation (see Section D.2.4.2) is anticipated before the grass will provide effective cover. d) Mulch may be applied on top of the seed or simultaneously by hydroseeding. 6. Hydroseeding is allowed as long as tackifier is included. Hydroseeding with wood fiber mulch is adequate during the dry season. Application of hydroseeded wood fiber mulch should be appropriate for slope angle. Follow manufacturer specifications for application rates. 7. Areas to be permanently landscaped shall use soil amendments. Good quality topsoil shall be tilled into the top six inches to reduce the need for fertilizer and improve the overall soil quality. Most native soils will require the addition of four inches of well -rotted compost to be tilled into the soil to provide a good quality topsoil. Compost used should meet specifications provided in Reference Section 11-C of the SWDM. 8. The seed mixes listed below include recommended mixes for both temporary and permanent seeding. These mixes, with the exception of the wetland mix, shall be applied at a rate of 80 to 100 seeds per square foot. Wet sites should apply 120 to 150 seeds per square foot. Local suppliers should be consulted for information on current Pure Live Seed (PLS) rates and species specific seeds per pound in order to determine seed mix PLS pounds of seed per acre. The appropriate mix depends on a variety of factors, including exposure, soil type, slope, and expected foot traffic. Alternative seed mixes approved by the City may be used. Table D.2.1.2.13 presents the standard mix for those areas where t a temporary or permanent vegetative cover is required. The following mix assumes a desired 150 seeds per square foot and should be applied at approximately 37 pounds of pure live seed per acre. TABLE. D.2.1.2.11 EROSION CONTROL. SEED MIX Common Name/Latin Name % Species Composition Desired Seeds per Square Foot PLS Pounds/Acre Spike bentgrass/Agrostis exarata 6 9 0.1 California brome/Bromus carinatus 15 23 9.8 Tufted hairgrass/Deschampsia cespitosa 15 23 0.4 Blue wildrye/E/ymus glaucus 18 27 10.7 California oatgrass/Danthonia californica 18 27 5.6 Native red fescue/Festuca rubra var. rubra 18 27 2.4 Meadow barley/Hordeum brachyantherum 1 10 15 7.7 Table D.2.1.2.0 provides just one recommended possibility for landscaping seed. It assumes a desired 100 seeds per square foot and should be applied at 12 pounds of pure live seed per acre. F_ TABLE D.2.1.2.0 LANDSCAPING SEED MIX Common Name/Latin Name % Species Composition Desired Seeds per Square Foot PLS Pounds/Acre Sideoats grama/Bouteloua curtipendula 20 30 6.8 California oatgrass/Danthonia californica 20 30 6.2 Native red fescue/Festuca rubra var, rubra 30 45 3.9 Prairie junegrass/Koe/eria macrantha 30 45 0.8 The meadow seed mix in Table D.2.1.2.G is recommended for areas that will be maintained infrequently or not at all and where colonization by native plants is desirable. Likely applications include rural road and utility right-of-way. Seeding should take place in September or very early October in order to obtain adequate establishment prior to the winter months. This seed mix assumes a target goal of 120 seeds per square foot and an application rate of 23 pounds of pure live seed per acre. TABLE D.2.1.2.G MEADOVI' SEED MIX Common Name/Latin Name % Species Composition Desired Seeds per Square Foot PLS Pounds/Acre Common yarrow/Achillea millefolium 4 5 0.1 Pearly eve rlastin /Ana halis mar artacae 1 1 0.0 California bromelBromus carinatus 15 18 7.8 California oat rass/Danthonia californica 15 18 3.7 Blue wildrye/Elymus glaucus 16 19 7.6 Festuca idahoensis 15 18 1.7 Native red fescue/Festuca rubra var. rubra 18 22 1.9 Sickle keeled lu inelLu inus albicaulis 1 1 2.2 Fowl blue rass/Poa palustris 15 1 18 1 0.4 Maintenance Standards for Temporary and Permanent Seeding 1. Any seeded areas that fail to establish at least 80 percent cover within one month shall be reseeded. If reseeding is ineffective, an alternate method, such as sodding or nets/blankets, shall be used. If winter weather prevents adequate seed establishment and growth, this time limit may be relaxed at the discretion of the City when critical areas would otherwise be protected. 2. After adequate cover is achieved, any areas that experience erosion shall be re -seeded and protected by mulch. If the erosion problem is drainage related, the problem shall be fixed and the eroded area re- seeded and protected by mulch. 3. Seeded areas shall be supplied with adequate moisture, but not watered to the extent that it causes runoff. KT`�TEIVIPORARY AND PERMANENT SEEDING C5i APPENDIX D, D.2.1.2.6 OF 2017 CITY OF RENTON SURFACE WATER DESIGN MANUAL SURVEYED: SCALE: AALA HORIZONTAL: NAD 19 3/1991 DESIGNED: AS NOTED GXLE DRAWN: SGR ONE INCH DATUM CHECKED: AGC AT FULL SCALE IF NOT ONE INCH NO. REVISION BY DATE AP P R APPROVED:AGC SCALE ACCORDINGLY CITY OF P"RI RENTON Planning/Building/Public Works Dept ff A O CV CV CV 0 A CALL BEFORE YOU DIG Call: TOLL FREE -800-424-5555 IN COMPLIANCE WITH CITY OF RENTON STANDARDS SURFACE WATER UTILITY U rstraka 11 /29/2018 111411130 WICDAVID EVANS ANDASSOCIATES INC. 14432 SE Eastgate Way, Suite 400 Bellevue Washington 98007 DEVELOPMENT ENGINEERING a rnair 11 /30/2018 %J KING COUNTY REGIONAL DATE. 1/3/2018 AFIS LAB REPLACEMENT FIELDBOOK: PAGE: EROSION CONTROL C5.3 DETAILS -II SHEET:10 OF:135 R-399409 co CD CD CD 06 U N co CD CD CD T Q J 00 CD CD CD I ti T ri1 I- Z W 5 W U Q J a_ Q J _W H a J Z O LL1 0 (D Z Y E 00 0 \ N O C) O N Ol R-39941 0 (3) O O O O 06 U N co O O O T a 1 J co W ,;I - CD 0 0 T z 5W L W U a J n W m a J H a J a z _O CD w z O U CD z_ Y SE 1/4 , SECTION 26, TOWNSHIP 23N, RANGE 4 E, W.M. ASPH GRADINGAl.ND PAVING PLAN �21 / ASPH � I CONC CURB ~�F7 CONC CURB �,r� � � PLANTER Y PLANTER o J 0 b 3 � PROPERTY LINE -24J�Q NH(� ° i w ° PI ANTFR S01'14 07 W 459.00 � m IcT� W a o CONC CURB z PLANTER DEA 3011 >" �1,4GAAlD-USkIER_------ - ---- - z ,i 0 N: 175088.99 - E: 1294329.94 LLI�, W X EL: 19.78 o X.-R.Qo20.5f X I W o �� TC/0.99TC 20.77 C 20.89 \\ ASPH coNc �o r74 MATCH EX \ U z TC 20.92 ��' BC 20.49 BC 20.27 ate°, C 20.39 cuRe Q W 20.6f BC 20.42��oN E 0.3� TC 20.94 20.4t TC=BC 20.39 w a" MATCH EX BC 200.4 X MATCH EX 1•09° E TC=BC 20.74 " �' a P I o s°9 / P ' ' TC 2 40 I a �F-I' TC 21.92 Q P I m 7.5' UTILITY • . • • TC 20.55 BC 21.37 do ° ° Q I EASEMENT ,��' i' •� BC 20'90 PER PLAT OF " ' ' TC 20.84 BC 20.05 J � .�� a o TC=BC 20.90 _ BC 20.34 1.3% 0.7% TC 21.85 �19 WASHINGTON TECHNICAL CENTER -y a LQL I II VOL. 122, PAGES rn rrj j° BC 2g1�.35 98-102 20' 2N J 4.3% / P P- Q SE TBACK • ' TC 2) 70 { z I PER SHORT I TC=BC 20.61' PLAT N0. BC 20.20 FF 21.�5 °TC 21.11 BC 20.61 w 19?J .8% a D TC 21.03 MATCH EX ° OC � \ 3 TC 21.98 � ^ gT ��: AND WA'�. BC 20.53 C 20.30 BC 21.15 `� v: 1 .74 TC 21.00 � BC 19.80 � 4•5%° ° `-- v TC 21.96 ° ° =: 129425 • BC 20.50(MATCH w , °° -1 . 1)n �O N01'14'07 E 60„ TC 20.95 z PROPERTY LINE F UND 8" ROL) A 8y TC 20.92 � 'AP-*o'�� 20.45 � TC 21.95 BC 21.13 RI 20.25 O MATCH EX ' 0 FOUND 1/ " Ruin nrlq CAP I cv BC 21.12 TC 21.52 \ �° BC 20.42(MATCH EX U 1o'x2o' LS # 1373 20.00f =� 21.33 BC 21.02 2 '20'�• 1,,-BC 20.52 MATCH EX (D PARKING STALL MATCH EX BLDG FF: 21.50 / I ( ) PLANTER z EASEMENT AS 98f TC 1.4 1 0% 21.38 ° PER REC. NO. Y 9006260973 M TCH EX H 99 FF 21.50E 21.50 2.0% o coNTC 2MATCH`� 19. 1f zQ MATPH EX � \ 2, 0.5� H -` 0 a I- CB CP a z RIM=19.94 ° • ' �'' , IE=17.4 10" ONC W i IE=17.5 10" ONC SE Q TC�J 59 >, y m EX BC:20.09 B1 5 FF 21.50 r) o rq u' m z m 20 RIM=19.81 Q N �o-10 _ aS�A IE=16.5 10� N� EXISTING BLDG FF: 21.50 n-� 1 X `,IE=16.6 10 CPP SE o, 0 Pt� N0. z N c> Z p o N P►-AT_Sg KING COUNTY-FMD FACILITIES GM 7o _' j0 � 1 p16 1 900 OAKESDALE AVE SW 98055 � o Q �o 0 o-�v m� 1 3 STORY BUILDING Z rr 1 0 Zoom i T y Z 9188000146 Z% cP 00 CD mnw u1ri 1 PSP&L EASEMENT FOR ELECTRIC TRANSMISSION AND/OR DISTRIBUTION SYSTEM REC. NO. 89062604 o C 1 OVER A PORTION OF LOT 2, CITY OF RENTON LOT 1 9100014 ?^to ADJUSTMENT NO. 001-86, REC. NO. 8609179004 (A ...AS CONSTRUCTED. OR TO BE CONSTRUCTED. LEGEND - EXISTING CONTROL POINT (AS NOTED) BUILDING LINE • REBAR (FOUND AS NOTED) 1VCABLE TV UNDER m GROUND LINE WHEEL CHAIR RAMP a FIBER OPTIC z SIGN UNDERGROUND LINE 0 CDI LIGHT GAS UNDERGROUND o LINE m HANDICAP PARKING O 0 POWER UNDERGROUND w STORM CATCH BASIN LINE U N co STORM CLEANOUT STORM DRAIN w LINE a ) STORM CULVERT o WATER LINE FC1 CABLE TV PULLBOX ® GAS VALVE 0 ® GAS METER m ® WATER VALVE E 0 FIRE HYDRANT 8 KEY/CARD PAD X 0 DECIDUOUS TREE m CONIFEROUS TREE Q z J LL 301 251 20 151 21 0 0 (MATCH 20.9f MATCH EX 20.9f MATCH EX \ GRASS 15' PUBLIC UTILITIES EASEMENT INCLUDING WATER / w AND SEWER AS PER REC. NO. 901206/027 ,, , µw I w / RIM=19.45 ,_1b IE=17.2 10" CPP SW O IE=17.7 4" PVC N ASPH CONC WALK f=`� CB RIM=19.15 IE=17.0 10" CPP NE / IE=16.9 12" CPP SW IN PROPOSED BUILDING: I I 6" CONCRETE 4" CRUSHED SURFACING I TOP COURSE I I FINISHED GRADE FINISHED GRADE - -- ------ -- -- - - -- - --- 4" HOT EX ASPHALT MIX � PAVEMENTUT 5.91 CONCRETEJ L 6" CRUSHED WALKWAY SURFACING ---------------------------------1------------------------ ------------------ TOP COURSE STRUCTURAL FILL AS NEEDED. MINIMUM THICKNESS 6", SEE EXISTING GRADE SEE SUBBASE AND SITE SUBBASE AND SITE PREPARATION PREPARATION NOTES. NOTE 6. � ASPHALT PAVEMENT AND SUBGRADE DETAILS 30 25 20 15 7.50' NATUF EASEti I cc 0 10 20 40 LEGEND - PROPOSED PROPOSED TYPE AND TYPE -2 CATCH BASIN O■ PROPOSED STORM DRAIN MANHOLE PROPOSED WATER QUALITY STRUCTURE SD PROPOSED STORM DRAIN ASPHALT PAVEMENT LANDSCAPE ° o a CONCRETE WALK - - - - LIMITS OF DISTURBANCE CHAINLINK FENCE PROPOSED GAS SERVICE 13 PROPOSED GAS METER O O O 00 �, N co O O 0 T Q J r 18 Pl.KM PROPOSED GAS VALVE co co I -19- O CONC CURB I O o CB IM17.11 110 E" CPP W SUBGRADE & SITE PREPARATION NOTES T IE=17.2 10" CPP E PER GEOTECHNICAL ENGINEERING REPORT PREPARED BY S&EE, DATED 3/7/2017 W GRASS 3 1. ALL LOOSE AND SILTY MATERIALS SHOULD BE REMOVED FROM SUBGRADE co PRIOR TO PLACEMENT OF BEDDING MATERIAL IF SOFT SILTY SOILS ARE "♦ o z ENCOUNTERED, IT MAY BE REQUIRED TO LAY DOWN A 12 TO 18 INCHES THICK 0 LAYER OF QUARRY SPALLS AND INSTALL A LAYER OF 4 TO 6 INCHES THICK Q ° CLEAN CRUSHED ROCK (1-1/4-) ON TOP. 2. AREAS OF PROPOSED BUILDING AND PAVEMENT BE STRIPPED OF ASPHALT. fn zB I ALL EXISTING UNDERGROUND UTILITIES SHOULD ALSO BE REMOVED. AFTER ° STRIPPING AND EXCAVATION, SUBGRADES OFSLABS, PAVEMENT, OR AREAS TO RECEIVE NEW FILL SHOULD BE THOROUGHLY PROOF -ROLLED USING HEAVY F CONSTRUCTION EQUIPMENT. T O 3. IF THE SUBGRADE IS WET AND PROOF ROLLING IS NOTFEASIBLE, THE AREA c') SHOULD BE PROBED USING A STEEL BAR SO AS TO AVOID DISTURBANCE AND (� ° RUTTING OF THE SUBGRADE SOILS. AREAS WHICH ARE FOUND TO BE LOOSE ;PH '_-20 - _ _ ' " OR SOFT, OR WHICH CONTAIN ORGANIC SOILS SHOULD BE OVER -EXCAVATED. IT IS OUR EXPERIENCE THAT VERY SOFT SUBGRADE CAN BE STABILIZED WITH CV �o 2 FEET OF OVER -EXCAVATION AND BACKFILL WITH STRUCTURAL FILL OVER A N 0 LAYER OF GEOTEXTILE. - 120 \ 4. THE OWNER'S TECHNICAL REPRESENTATIVE WILL OBSERVE THE PROOF -ROLLING I ' ^ �o AND/OR PERFORM PROBING TO ASSIST IN EVALUATING THE OVER -EXCAVATION V J AND BACKFILL REQUIREMENTS. 5. AFTER STRIPPING, OVER -EXCAVATION AND EXCAVATION TO THE DESIGN GRADE, THE TOP 12 INCHES OF THE SUBGRADE SOIL SHOULD BE MOISTURE -CONDITIONED TO +/-2% FROM IT OPTIMUM MOISTURE CONTENT SEE SHEET L1.2 FOR LANDSCAPE SECTIONS AND THEN RE -COMPACTED TO A FIRM AND NON -YIELDING CONDITION OR AT LEAST 95% OF THEIR MAXIMUM DRY DENSITY AS DETERMINED USING ASTM D-1557 TEST PROCEDURES (MODIFIED PROCTOR TEST). SEE STRUCTURAL FOR SLAB-ON-GADE 6. STRUCTURAL FILL SHOULD BE FREE OF ORGANIC AND FROZEN MATERIAL AND AND SUBBASE DETAILS UNDER THE BUILDING SHOULD CONSIST OF HARD DURABLE PARTICLES, SUCH AS SAND, GRAVEL, OR QUARRY -PROCESSED STONE. THE ONSITE GRANULAR FILL SOILS ABOVE THE DEPTH OF 5 FEET ARE SUITABLE ON A SELECT BASIS. THE NATIVE SOILS BELOW ARE SILTY IN NATURE AND SHOULD NOT BE USED. SUITABLE IMPORTED STRUCTURAL FILL MATERIALS INCLUDE SILTY SAND, SAND, MIXTURE OF SAND AND GRAVEL, RECYCLED CONCRETE, AND CRUSHED ROCK. ALL STRUCTURAL FILL MATERIALS SHALL BE APPROVED BY THE OWNER'S TECHNICAL REPRESENTATIVE PRIOR TO USE. SOIL TYPE NOTE PER GEOTECHNICAL ENGINEERING REPORT PREPARED BY S&EE, DATED 3/7/2017, THE FIRST 5 TO 6 FEET BELOW EXISTING GRADE IS ANTICIPATED TO BE FILL WITH LOOSE TO MEDIUM DENSE, SAND, SILTY SAND AND SILT. IF OTHER CONDITIONS ARE ENCOUNTERED, CONTACT THE GEOTECHNICAL ENGINEER OF RECORD. SCALE: 1 " = 10"(H) - 1 " = 5' (V) SURVEYED: SCALE: AALA HORIZONTAL: NAD 19 3/1991 DESIGNED: AS NOTED GXLE DAWN` SGR ONE INCH DATUM CHECKED: AGC AT FULL SCALE IF NOT ONE INCH NO. REVISION BY DATE AP P R APPROVED:AGC SCALE ACCORDINGLY DISTURBED AREA: 17,879 SQUARE FEET (0.41 ACRES) 111111 17 - ll•IB CITY OF RENTON Planning/Building/Public Works Dept z GPI\ BEFORE YIii OG�c CALL BEFORE YOU DIG W U i Call: TOLL FREE Q W 1-800-424-5555 uJ Q J IN COMPLIANCE WITH CITY OF RENTON STANDARDS 0 a DEVELOPMENT ENGINEERING J rnair 11/30/2018 01 z o a ® ODAVID EVANS ANDASSOCIATES INC. 14432 SE Eastgate Way, Suite 400 Bellevue Washington 98007 0 W KING COUNTY REGIONAL DATE. 1/3/2018 z AFIS LAB REPLACEMENT FIELDBOOK: PAGE: O DRAWING NO: U GRADING AND PAVING PLAN C6.0 CD z SHEET: OF: 12 135 Y R-39941 1 I E SE 1/4 , SECTION 26, TOWNSHIP 23N, RANGE 4 E, W.M. UTILITY AND DRAINAGE PLAN C) 0 C) ..... _ o / ASPHOb O T CY) CONC CURB _ CY) p I PLANTER Y PLANTER CONC CURB 0 10 20 40 U �- J -o I 3 -� PROPERTY UNE 7 LLJ- N J t0 . , PI ANTFR ��2 S01'1407 W 459.00 m w a o CONC CURB F_ z PLANTER a o �� „RB DEA j 3011 IL KEY NOTES: ~ ( I N• 75336.51 ° � -AW-WASHED-------- z I / 294260.1 N: 175088.99 E: 1294329.94 Q��TYPE-1 CB PER STD PLAN 200 EL: 19.781 WATER QUALITY UNIT LLI o XOR, o - I \ �� o _ ��� RIM=20.84 I ASPH coNc �o 31 LF 8 DI ®0.97% �, CB 2 cuRe Q z I �_��� IE IN 8 sPl(S) 16.95 # PRIVATE FACILITY A J I I ��oo IE IN �' (N) 16.95 N: 5251.33 \ I 4'X6' BIOSCAPE FILTERRA N a_ � o> „ 7.50' WASHINGTON OR APPROVED EQUAL PER LLJ a I TR �o. IE OUT 10 (W) 16.95 E: 1294265.25 NATURAL GAS COMPANY DTL 1 ON SHEET C7.3 COo - , \ I EASEMENT AS PER REC. CD TYPE-1 CB PER STD PLAN 00 / P I No. 8810110122 RIM = 20.70 0 m Cn I ° ° E1MN 28'75SW 17 0 Q I IE OUT 8" (E) 17.50 Q 7.5 UTILITY ( ) • P J I EASEMENT �' , 1 ❑ �� 1 I I r I PER PLAT OF TR IE OUT $ (E) ,40 / P �' I 2 WATER QUALITY UNIT Q Cn WA CENTER �j 20 LF 8" DI ® 0.50% IE OUT 8" (N) .4 ° ,19 /�� GRASS p PRIVATE FACILITY B D TECHNICAL CENTER 2 \ I ASPH J Q VOL. 122, PAGES ° ° ti� I 20 I 98-102 4° / e �_ \ 4 X4 BIOSCAPE FILTERRA B ILDING p p ' _� OR APPROVED EQUAL PER Q 91. TBacK I M �. 85 LF 8" PVC ®0.53% ° p ��s �� oo z I PE SHORT II\�cco DTL 1 ON SHEET C7.3 O PLAT N0. I - T a LF 08 1 • - r� 16-8 L - CONC WALK �� RIM 20.45 ° ® IE OUT 8" (E) 17.35 OC °PROPOSED ° GAS METER °° MAG AND W -- NEW CB#3 S ARS BUSH CONC LU BRUSH �° SEE MECHANICAL PLAN .74 N: 175222. 3 ° CO ° SHEET P105. °° E: 1294255.70 E: 12942 .89 �, 7 LEGEND - PROPOSED tr) EL: 20.52 TYPE-1 CB PER STD LAN 200 z .EIRO ERR so..00' °, w �, PROPOSED TYPE I CATCH BASIN PROhERTY LINE FUND 8" ROD A [ ° . D - 1 ROPOSED SEWER CONN. T N� RIM=20.25 ° �, o c O FOUND 1/ "" ND CAP ® X BLDG., SEE MECHANICAL a IE OUT 8" (NE) 18. 0 o q w- (� LS # 13731 / Q 10'X20'J LAN SHEET P105. ° I ' �y�otic wv `"v (D 'ARKING STALL �� o / q �yo� ■ PROPOSED STORM DRAIN MANHOLE co Z=ASEMENT AS BLDG CONN. -� PLANTER I O 00 PER REC. NO. ., SEE MECHANICAL \ CURB 18 I I PLANTER 0 PROPOSED WATER QUALITY STRUCTURE o Y 9006260973 u PLAN SHEET P105. o cONc-20 I �' -1s CONC CURB O 15' PUBLIC UTILITIES EASEMENT INCLUDING WATER C) EXISTING CB ' N 2 CT TO EX AND SEWER AS PER REC. NO. 9012061027 I SD PROPOSED STORM DRAIN z N: 175353. 1 - GA SERVICE w w w w / r Q � � � � j°i MIJj ° >�.' 'jM-U ' a a � � T E: 1 94200.96 a a a ° PE TILITY _� . . n RIM=19.81 Z ° a ASPHALT PAVEMENT W » p d 1 ° � I LU IE IN 10 (E) 16.60 U. IE IN 8" 5 16.60 TR ,0. o z U GRASS U LANDSCAPE Q » ROPOSED OIL/WA z EX IE OUT 10 W) 16.5 0 PLANTER ° CONCRETE WALK Q SEPARATOR, SEE ° .' , ° D ROPOSED G I ° pC ➢ 8 DI @ 2.00% MECHANICAL PLAN OWER CROS NG. ON ACT R p �o m TR SHEET P105. .6TO MAINTAIN MINI 0 1 COk CURB LIMITS OF DISTURBANCE rn 1 SCRIBE X � 2° ROPOSED WA FROM EX d ERTICA CLEARAN E. Z � _ UILD�NG c, N: 175 82.18 ° z mono SEZBACKT BLDG, SEE MECHANICAL E: 129 185.31 CHAINLINK FENCE T R Q N z oTo PPn �T $a• 1 OF PLAN SHEET COUNTY-FMD FACILITIES GM ` EL: 20 35 N I F j G O o PROPOSED GAS SERVICE N ^� ��� 1 NEW CB#4 -SOLID LID / 3 LF 3" PVC 900 OAKESDALE AVE SW 98055 ° Q z _ ®1.00% 3 STORY BUILDING z d I J �-o �m� N: 175291.69 " _� I PROPOSED GAS METER 0 E• 1294 04.23 SDCO #1 ASPH 2O-- N m w v o z � � ?� TYPE-1 B PER STD PLAN 200 RIM=21.42 9188000146 � ° m �: RIM-21.1 •' ASPH so All KM PROPOSED GAS VALVE N O -° �... IE IN 8 E 18.14 \cn � IE IN 8" S) 17.84 IE OUT 8( (N 18.14 CONC WALK / /20 I TR TREE RETENTION ' I m w, » \ ) ° 0 V J cr - �o EX IE IN 4 (W) 17.84 PSP&L EASEMENT FOR ELECTRIC TRANSMISSION \ F° L �� E OUT 8" 17.84 AND/OR DISTRIBUTION SYSTEM REC. NO. 8906260460 A So O G> I(N ) OVER A PORTION OF LOT 2, CITY OF RENTON LOT LINE ��ti I MU SOIL AMENDMENT/MULCH 91 6--4. LAPERFORdTED PVC ® ADJUSTMENT NO. 001-86, REC. NO. 8609179004 ��Q CONIC CURB STD PLAN NO. 264.00 2 0 o ...AS CONSTRUCTED, OR TO BE CONSTRUCTED, 1n EXTENDED OR RELOCATED. CONC WALK BIKE RACK 1 I ° EXISTIN LEGEND - � ° So G G ° PLANTER ° GRASS ASPH 0 CONTROL POINT AS NOTED BUILDING LINEcn ° • REBAR (FOUND AS NOTED) CABLE TV UNDER GROUND LINE WHEEL CHAIR RAMP FIBER OPTIC UNDERGROUND LINE ON SITE STORMWATER MANAGEMENT NOTES I i I SIGN GAS UNDERGROUND LINE 1. ALL PROPOSED STORM DRAINAGE IS PRIVATE. I w) to a LIGHT POWER UNDERGROUND LINE 2. ESTABLISH A MINIMUM SOIL QUALITY AND DEPTH THROUGH SOIL AMENDMENT PER STD PLAN I coa 00 NO 264.00 AND SECTION C.2.13 OF THE 2017 CITY OF RENTON SURFACE WATER DESIGN SURFACE AREAS: I Z-18800-0147 z STORM DRAIN LINE MANUAL. °�o CALL BEFORE YOU DIG LU � HANDICAP PARKING BEFORE yLU TOTAL SITE AREA: 17,879 SQUARE FEET (0.41 AC) ® STORM CATCH BASIN WATER LINE 3. THE ROOF DRAIN CONNECTION SHALL BE A PERFORATED PIPE CONNECTION PER SECTION LU C.2.11 OF THE 2017 CITY OF RENTON SURFACE WATER DESIGN MANUAL. EXISTING PERVIOUS AREA: 5,511 SQUARE FEET (0.13 AC) Call: TOLL FREE Q co STORM CLEANOUT EXISTING IMPERVIOUS AREA: 12,368 SQUARE FEET (0.28 AC) a_4. BMPS MUST BE IMPLEMENTED FOR 20% OF THE SITE AREA, OR 3,575.8 SQUARE FEET; 1-800-424-5555 w STORM CULVERT HOWEVER, ON -SITE BMPS ARE NOT FEASIBLE FOR THIS SITE. SEE GEOTECHNICAL REPORT PROPOSED PERVIOUS AREA: 5,365 SQUARE FEET (0.12 AC) � ADDENDUM PREPARED BY S&EE, DATED 5/31 /2017. PROPOSED IMPERVIOUS AREA: 12,514 SQUARE FEET (0.29 AC) m © Q CABLE TV PULLBOX ® GAS VALVE ® GAS METER ® WATER VALVE EXISTING UNDERGROUND UTILITY INFORMATION SHOWN ON THESE PLANS IS BASED UPON A COMBINATION OF SOURCES INCLUDING FIELD TOPOGRAPHIC SURVEY AND CITY UTILITY SYSTEM MAPS. CONTRACTOR SHALL BE ADVISED THAT UNDERGROUND UTILITIES FIRE HYDRANT NOT IDENTIFIED ON THESE PLANS MAY EXIST WITHIN THE PROJECT SITE, AND SHALL EXERCISE APPROPRIATE CARE DURING EXCAVATION ACTIVITIES. CONTRACTOR SHALL POTHOLE AND FIELD VERIFY EXISTING UNDERGROUND UTILITY SIZES AND KEY/CARD PAD LOCATIONS AT CRITICAL LOCATIONS PRIOR TO CONSTRUCTION, AND NOTIFY ENGINEER IF DISCREPANCIES EXIST. 1 • lI ' I B 8 SURVEYED: GALA SCALE: VERTICAL: 0 DECIDUOUS TREE AS NOTED HORIZO NTAL: NAD 19 3/1991 DESIGNED: GXLE CITY OF CONIFEROUS TREE sGR RENTON DRAWN: ONE INCH DATU M ° CHECKED: AGC AT FULL SCALE Planning/Building/Public Works Dept IF NOT ONE INCH NO. REVISION BY DATE AP P R APPROVED:AGC SCALE ACCORDINGLY S-399401 J IN COMPLIANCE WITH CITY OF RENTON STANDARDS U) H a SURFACE WATER UTILITY % DEVELOPMENT ENGINEERING J rstraka 11 /29/2018 rnair 11 /30/2018 Q z O WATER UTILITY w Abdoul Gafour 11/29/2018 p a KING COUNTY REGIONAL DATE. 1/3/2018 z AFIS LAB REPLACEMENT FIELDBOOK: D ® O DAV I D E VA N S PAGE: O ANDASSOCIATES INC. DRAWING NO: U 14432 SE Eastgate Way, Suite 400 UTILITY AND DRAINAGE C7.0 CD Bellevue Washington 98007 PLAN SHEET.1 3 OF: 135 z Phone: 425.519.6500 W-399401 R-399412 E LO 0 \ N O C) O N Ol R-399413 (3) O O O O 06 U N co O O O T a D J co W 0 0 0 T z Cw G w U a J n W m a J H a J a z _O CD w z O U CD z_ Y (3) O O O O 06 U N co O O O T a 1 J co W ,;I - CD 0 0 T 1- -z 5W L W U a J n W m a J H a J a z _O CD w z O U CD z_ Y R-399414 SE 1/4 ,SECTION 26, TOWNSHIP 23N, RANGE 4 E, W.M. DRAINAGE NOTES AND DETAILS SURFACE WATER DRAINAGE NOTES AND SPECIFICATIONS co p CITY OF RENTON LU 1. BEFORE ANY CONSTRUCTION OR DEVELOPMENT ACTIVITY OCCURS, A PRECONSTRUCTION MEETING MUST BE HELD WITH THE CITY OF RENTON PLAN REVIEWER. z 2. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE 1996 STANDARD SPECIFICATIONS FOR ROAD, Cw G BRIDGE AND MUNICIPAL CONSTRUCTION PREPARED BY WSDOT AND THE AMERICAN PUBLIC WORKS ASSOCIATION w (APWA), AS AMENDED BY THE CITY OF RENTON PUBLIC WORKS DEPARTMENT. U Q 3. THE SURFACE WATER DRAINAGE SYSTEM SHALL BE CONSTRUCTED ACCORDING TO THE APPROVED PLANS, n WHICH ARE ON FILE IN THE PUBLIC WORKS DEPARTMENT. ANY DEVIATION FROM THE APPROVED PLANS WILL w REQUIRE WRITTEN APPROVAL FROM THE CITY OF RENTON PUBLIC WORKS DEPARTMENT, SURFACE WATER UTILITY op SECTION. Q J 4. A COPY OF THESE APPROVED PLANS MUST BE ON THE JOB SITE WHENEVER CONSTRUCTION IS IN C/) PROGRESS. H Q 5. DATUM FOR VERTICAL CONTROL SHALL BE NORTH AMERICAN VERTICAL DATUM 1988 METERS, AND FOR HORIZONTAL CONTROL SHALL BE NORTH AMERICAN DATUM 1983/1991 METERS UNLESS OTHERWISE APPROVED z O BY THE CITY OF RENTON PUBLIC WORKS DEPARTMENT. REFERENCE BENCHMARK AND ELEVATIONS ARE NOTED - ON THE PLANS. (D � 6. ALL SEDIMENTATION/EROSION FACILITIES MUST BE IN OPERATION PRIOR TO CLEARING AND BUILDING >_ CONSTRUCTION, AND THEY MUST BE SATISFACTORILY MAINTAINED UNTIL CONSTRUCTION IS COMPLETED AND THE POTENTIAL FOR ON -SITE EROSION HAS PASSED. z p 7. ALL RETENTION/DETENTION FACILITIES MUST BE INSTALLED AND IN OPERATION PRIOR TO OR IN U CONJUNCTION WITH ALL CONSTRUCTION ACTIVITY UNLESS OTHERWISE APPROVED BY THE PUBLIC WORKS (D DEPARTMENT, SURFACE WATER UTILITY SECTION. Z_ V 8. GRASS SEED MAY BE APPLIED BY HYDROSEEDING. THE GRASS SEED MIXTURE, OTHER THAN CITY OF RENTON APPROVED STANDARD MIXES, SHALL BE SUBMITTED BY A LANDSCAPE ARCHITECT AND APPROVED BY U) J THE PUBLIC WORKS DEPARTMENT, SURFACE WATER UTILITY SECTION. 9. ALL PIPE AND APPURTENANCES SHALL BE LAID ON A PROPERLY PREPARED FOUNDATION IN p ACCORDANCE WITH SECTION 7-02.3(1) OF THE CURRENT STATE OF WASHINGTON STANDARD r) SPECIFICATION FOR ROAD AND BRIDGE CONSTRUCTION. THIS SHALL INCLUDE NECESSARY LEVELING OF THE z TRENCH BOTTOM OR THE TOP OF THE FOUNDATION MATERIAL, AS WELL AS PLACEMENT AND COMPACTION OF Q REQUIRED BEDDING MATERIAL, TO UNIFORM GRADE SO THAT THE ENTIRE LENGTH OF THE PIPE WILL BE w SUPPORTED ON A UNIFORMLY DENSE, UNYIELDING BASE. ALL PIPE BEDDING SHALL BE APWA CLASS "C", WITH I—THE EXCEPTION OF PVC PIPE. ALL TRENCH BACKFILL SHALL BE COMPACTED TO MINIMUM 95% FOR PAVEMENT O AND STRUCTURAL FILL AND 90% OTHERWISE PER ASTM D-1557-70. PEA GRAVEL BEDDING SHALL BE 6 z INCHES OVER AND UNDER PVC PIPE. W Q 10. GALVANIZED STEEL PIPE AND ALUMINIZED STEEL PIPE FOR ALL DRAINAGE FACILITIES SHALL HAVE z ASPHALT TREATMENT # 1 OR BETTER INSIDE AND OUTSIDE. Q 11. STRUCTURES SHALL NOT BE PERMITTED WITHIN 10 FEET OF THE SPRING LINE OF ANY STORM DRAINAGE Ir) PIPE, OR 15 FEET FROM THE TOP OF ANY CHANNEL BANK. 12. ALL CATCH BASIN GRATES SHALL BE DEPRESSED 0.10 FEET BELOW PAVEMENT LEVEL. 13. OPEN CUT ROAD CROSSINGS THROUGH EXISTING PUBLIC RIGHT OF WAY WILL NOT BE ALLOWED UNLESS SPECIFICALLY APPROVED BY CITY OF RENTON PLANNING/BUILDING/PUBLIC WORKS ADMINISTRATOR. 14. ROCK FOR EROSION PROTECTION OF ROADSIDE DITCHES, WHERE REQUIRED, SHALL BE OF SOUND QUARRY ROCK PLACED TO A DEPTH OF ONE (1) FOOT AND MUST MEET THE FOLLOWING SPECIFICATIONS: 4 - 8 INCH ROCK / 40 - 70% PASSING; 2 - 4 INCH ROCK / 30 - 40% PASSING; AND LESS THAN 2 INCH ROCK / 10 - 20% PASSING. 15. ALL BUILDING DOWNSPOUTS AND FOOTING DRAINS SHALL BE CONNECTED TO THE STORM DRAINAGE a SYSTEM, UNLESS APPROVED BY THE CITY PLAN REVIEWER OR SURFACE WATER UTILITY SECTION. AN ACCURATELY DIMENSIONED, CERTIFIED AS -BUILT DRAWING OF THIS DRAINAGE SYSTEM WILL BE SUBMITTED TO THE CITY UPON COMPLETION. w 16. ISSUANCE OF THE BUILDING OR CONSTRUCTION PERMITS BY THE CITY OF RENTON DOES NOT RELIEVE THE OWNER OF THE CONTINUING LEGAL OBLIGATION AND/OR LIABILITY CONNECTED WITH STORM SURFACE WATER o DISPOSITION. FURTHER, THE CITY OF RENTON DOES NOT ACCEPT ANY OBLIGATION FOR THE PROPER FUNCTIONING AND MAINTENANCE OF THE SYSTEM PROVIDED DURING CONSTRUCTION. U i w 17. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING ADEQUATE SAFEGUARD, SAFETY DEVICES, N PROTECTIVE EQUIPMENT, FLAGGERS, AND ANY OTHER NEEDED ACTIONS TO PROTECT THE LIFE, HEALTH, AND w SAFETY OF THE PUBLIC, AND TO PROTECT PROPERTY IN CONNECTION WITH THE PERFORMANCE OF WORK a COVERED BY THE CONTRACT. ANY WORK WITHIN THE TRAVELED RIGHT OF WAY THAT MAY INTERRUPT NORMAL U 4- TRAFFIC FLOW SHALL REQUIRE A TRAFFIC CONTROL PLAN APPROVE BY THE PUBLIC WORKS DEPARTMENT, TRANSPORTATION SYSTEMS DIVISION. ALL SECTIONS OF THE WSDOT STANDARD SPECIFICATIONS 1-07-23 o TRAFFIC CONTROL SHALL APPLY. 0 0 0 18. SPECIAL DRAINAGE MEASURES WILL BE REQUIRED IF THE PROJECT LOCATION IS WITHIN THE AQUIFER m PROTECTION AREA (APA). I E O M 0 N 0 0 0 ID o1 w NO. REVISION a z iZ cN N I VAULT WIDTH Q A I I I I I I I I II II I I I I I I I I I I I I I I SDR 35 OUTLET COUPLING CAST INTO PRECAST VAULT WALL (OUTLET PIPE LOCATION MAY VARY) ENERGY DISSIPATION ROCKS PLANT PROVIDED BY CONTECH 2"0 IRRIGATION PORT, PLACES 1 t INLET SHAPING (NOT BY CONTECH) I A I I UNDERDRAIN FLOWKIT LL 4' CURB INLET (MAX) CURB (NOT BY CONTECH) J GALVANIZED ANGLE NOSING CURB AND GUTTER (NOT BY CONTECH) SEE FILTERRA BIOSCAPE VAULT CURB INLET DETAIL SHEET STREET J C s � � z I I 4' CURB INLET (MAX) 116 .Ali-------ic�rE;-------------- -------------_� 6" UNDERDRAIN 3" MULCH LAYER, TYP. STONE LAYER, TYP. PROVIDED BY CONTECH PROVIDED BY CONTECH 4" - 6"0 UNDERDRAIN 21" FILTERRA MEDIA, TYP. FLOWKIT (VARIES BY SIZE) PROVIDED BY CONTECH PROVIDED BY CONTECH SECTION A -A SECTION B-B SECTION C-C FTBSV LONG SIDE INLET CONFIGURATION DESIGNATION AVAILABILITY MEDIA BAY SIZE VAULT SIZE (L x W) OUTLET PIPE DIA FTBSV0604 N/A CA 6 x 4 6 x 4 4" SDR 35 FTBSV06504 CA ONLY 6.5 x 4 6.5x4 4" SDR 35 FTBSV078045 MID-ATL ONLY 7.83 x 4.5 7.83 x 4.5 4" SDR 35 FTBSV0804 N/A MID-ATL 8 x 4 8 x 4 4" SDR 35 FTBSV0806 ALL 8 x 6 8 x 6 4" SDR 35 FTBSV1006 ALL 10 x 6 10 x 6 6" SDR 35 FTBSV1206 ALL 12 x 6 12 x 6 6" SDR 35 FTBSV1307 ALL 13 x 7 13 x 7 6" SDR 35 FTBSV1408* CALL CONTECH 14 x 8 14 x 8 6" SDR 35 FTBSV1608* CALL CONTECH 16 x 8 16 x 8 6" SDR 35 FTBSV1808* CALL CONTECH 18 x 8 18 x 8 6" SDR 35 FTBSV2008* CALL CONTECH 20 x 8 20 x 8 6" SDR 35 FTBSV2208* CALL CONTECH 22 x 8 22 x 8 6" SDR 35 N/A = NOT AVAILABLE 'UTILIZES (2) 4' CURB OPENINGS W/ V SPACING C7.3 SURVEYED: AALA DESIGNED: GXLE DAWN` SGR CHECKED: AGC BY DATE APPR APPROVED:AGC WOINTA FTBSV SHORT SIDE INLET CONFIGURATION DESIGNATION AVAILABILITY MEDIA BAY SIZE VAULT SIZE (W x L) OUTLET PIPE DIA FTBSVO406 N/A CA 4 x 6 4 x 6 4" SDR 35 FTBSVO4065 CA ONLY 4x6.5 4 x 6.5 4" SDR 35 FTBSVO408 N/A MID-ATL 4 x 8 4 x 8 4" SDR 35 FTBSVO45078 MID-ATL ONLY 4.5 x 7.83 4.5 x 7.83 4" SDR 35 FTBSVO608 ALL 6 x 8 6 x 8 4" SDR 35 FTBSV0610 ALL 6 x 10 6 x 10 6" SDR 35 FTBSVO612 ALL 6 x 12 6 x 12 6" SDR 35 FTBSV0713 ALL 7 x 13 7 x 13 6" SDR 35 N/A = NOT AVAILABLE APE FILI SCALE: AS NOTED ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY 4' CURB INLET (MAX) V m FTBSV SQUARE INLET CONFIGURATION DESIGNATION AVAILABILITY MEDIA BAY SIZE VAULT SIZE (W x L) OUTLET PIPE DIA FTBSV0404 ALL 4 x 4 4 x 4 4" SDR 7 FT55VO606 ALL 6 x 6 6 x 6 4" SDR 35 N/A = NOT AVAILABLE inbrmatim shown on Nis d-iM is provided. a.a b the projeC-,, ergineer aM...- wMmmneeMofGa AFdWre-plyledon. MNeuseft v e.k COMedrevpreeafydlw efitterra `+,4'0V I'm 'm 0 "+" ENGINEERED SOLLITIONS LLC www.ContLchES.com 9025 Centre Pointe Dr., Suite 400, West Chester, OH 45069 VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/1991 DATU M INTERNAL PIPE CONFIGURATION MAY VARY DEPENDING ON VAULT SIZE. S bffty r or arw of idi aFn'lpn mmpe n('Cardepll . NeNwr Nia drawing, mr d pert Nereo( may d uead, id wndl d or modifiatl in any mood. melblpty for wM ux. M d{wrepantlrs bebwren Ne suppllal IMmmtlon upon whipl Ne drewlig Is bead end ecba� Reld mndldra ere en^nuMered as Yb FILTERRA BIOSCAPE VAULT OFFLINE (FTBSV) CONFIGURATION DETAIL OR APPROVED EQUAL • CITY OF RENTON NUIf."R Planning/Building/Public Works Dept 0 0 0 0 C6 �, 00 IZI- 0 O I T W V 00 r O N I CV N I L0 z CALL BEFORE YOU DIG LU 2 LU Call: TOLL FREE U Q J 1-800-424-5555 uJ m Q J IN COMPLIANCE WITH CITY OF RENTON STANDARDS U) LL I Q SURFACE WATER UTILITY DEVELOPMENT ENGINEERING * Q rstraka 11 /29/2018 rnair 11 /30/2018 z w1cDAVID EVANS ANDASSOCIATES INC. 14432 SE Eastgate Way, Suite 400 Bellevue Washington 98007 _O (D Lu KING COUNTY REGIONAL DATE. 1/3/2018 z AFIS LAB REPLACEMENT FIELDBOOK: PAGE: O DRAWING NO: U DRAINAGE NOTES AND 07.3 0 Z DETAILS sHEET.16 OF: 135 Y R-399415 SE 1/4 ,SECTION 26, TOWNSHIP 23N, RANGE 4 E, W.M. CITY OF RENTON DETAILS co 0 w E Q z J FACE OF CURD IS f i2- 5 1Ft' y s' 1r2' R. 1' R, 1 24 I + TOP OF 112-R- ROADWAY r I f {° 1'•6" f CEMEfNT CONCRETE TRAFFIC CURB AND GUTTER FACE Of AWACENT mRB 1 --- FLUSH WITH GUTTER PAN AT SIDEWALK RAMPENTRANCE 1 1: 1,24 TOP OF 112'R ROADWAY y r 1 DEPRESSED CURB SECTION AT SJDEWALK RAMPS 31W r�•TP��E* * t 0*• - "' FILLER E FULL -DEPTH EXPANSION JOINT _ is. CEMENT CONCRETE IZR, F 1_R SiDEVwALKRAMP VARIES OR LANDING FROM ; 8" TO a i 8" W PREMOLDED JOINT FILLER CEMENT CONCRETE PEDESTRIAN CURB AT SIWWALK RAMPS AND LAN IN NOS FACE OF AWACENT CURB 8 1r -y SEE DEPRESSED CLFREi DETAIL THIS SHEET 1.24 TOP OF 1 T 1• 1r2"R ROADWAY 4 T DEPRESSED CURB SECTION AT RESIDENTIAL ORNVEwAVS ONLY. r=4R COMMERCIAL DRIVF'14rAYS SEE STD PLAN 104.2 FACE OF AQIACENT CURB G U=P SURFACE FACE OF CURS 6 112 V2" F2 1 + TOP OF ROADWAY w t 1 B IA' CEMENT CONCRETE TRAFFIC CURB DEPRESSED CURB DETAIL AT RESaDENTIAL OR COMMERCIAL DRIVEWAYS. ANO ALLEYS GENERAL NOTES. 1. "RCOFtl pEOM 102 and 101.1 for Curb expansion and COnVaCtICM jOlnl Spacing. L Exparnsian lalm shell ire full depth. Nr tin.I pre molVed joint Filler. -1 For Depressed MonoWhic Drtvwmy Curb is Gutfer Sactxan, see Standard Plan 104.2 C WORKS SM. >P 1II)l PbEPIARTMEN r CEMENT CONCRETE CURBS _Y EMENT CONCRETE CURBS C8.0 CITY OF RENTON STANDARD DETAILS - STD.PLAN - 101 e'PR17 100P FOR 6 HFAGHT TWO Q BAR HOOPS FOR 12' HEIGHT RECTANGULAR ADJUSTMENT SECTION 0.� p3 BAR EACH CORNEF 43 BAR EACH SIDE Na Gal] PAVW PRECAST BASE SECTION *3 BAR EACH CORNER Till" Mlrt 43 BAR HOOP PIPE ALLOWANCES MAXIMUM PIPE MATERIAL INS113E DIAMETER REINFORCED OR t2' PLAIN CONCRETE ALL METAL PIPE t5" CPSSP * 12" {STO. SPEC. &•DTi.FU} SOLI DvVALLPvc {STD. SPEC. 9-05.12{1 1) 15' PROFILE WALL PVC 1$. {TM. SPEC.9-05.V7 21) 00FRUGATED POLYETHYLENE STORM SEWER PIPE NOTES 1, As acceptable alternatives to the mbar shown In tho PRECAST BASE SECTION, fibers (plaGed sccDrdinq to the Standard Specifications), of wire mesh having a minimum area of 0.12 squaru Inches per foot shall be used with the minimum required rebar shown In the ALTERNATIVE PRECAST BASE SECTION. Wire mesh shall not be placed In the kngckouts. 2. The knockout diameter shall not he greater than 20". Knockouts shall have a wall thickness of 2" minimum to 2.5" maximum. Provide a 1.5" minimum gap between the knockout wall and the outside ofthe pipe. After [he pipe Is Instated, 91 the gap with joint mortar In accordance with Standard Specification 9-04.3. 3. The maximum depth form the finished.grade to the 1mvest pipe invert shall ife 5'. 4. The frame and grate must be Installed with the flange down. 5. The Precast Rase Section may have a rounded floor, and the walls may be sloped at a rate of 1'24 or staepar 6. The opening shall be measured at the tap of the precast base section. 7. AN pickup holes shall be grouted full after the basin has been placed. S. At grade rings and castings shal be set In mortar In accordance with Standard SpecllcatlDn 9-04.3. SEE NOTE 1 ALTERNATIVE PRECAST BASE SECTION PU13UC WORKS CATCH BASIN TYPE 1 STA. PLAN - 244.00 1 DEPARTMENT - MARCH 2O08 ATCH BASIN TYPE 1 C8.0 CITY OF RENTON STANDARD DETAILS - STD.PLAN - 200.00 REVISION CLEAN SURFACE AND WTTQM AREA. PREYVIDE L#41FORM CONTACT, THE SURFACE AREA OF THE: BASE 9ECT10N MUST R} GROUTED TO THE 8OTTOM AREA OF THE ADJUSTMENT SECTION. RASE SECTION SEE NOTE 4 NOTES I, THE COVER OR GRATING Of A CATCH BASIN SHALL NOT BE GROUTED TO FINAL GRADE UNTIL THE FINAL ELEVATION OF THE PAVEMENT, GUTTER, DITCH, OI$ SIDEWALK IN WHICH IT 15 TC B1= PLACED HAS BEEN ESTABLISHED, AND UNTIL PERMIS310M THEREAFTER 1S GIVEN BY THE ENGINEER TO GROUT IN PLACE IN ACCORDANCE WITH APWA STANDARD SPECIFICATION 7-65-3- 2. SHIMS SHALL NOT BE USED TO SET FRAME TO GRADE, THE USE 0; SHIW I$ PROHI61TED. 3. A CONTINUOUS LAYER OF MORTAR SHALL BE PLACED BETWEEN ADJUSTMENT RINGS AND BRICKS PRIOR TO PLACEMENT. 4. THE USE OF BRICKS IS PERMJTTED WPJERE THE BRICKS ARE STAGGERED TO CREATE: A RUNNING BOND OR % BOND. 5. Af7JUSTMIENT SI=G'f ION SHALL, Bf--' QI�OUTE D WATERTIGHT 1 D THE BOTTOM AREA OF THE ADJUSTMENT SECTION WITH NONSHRINK GROUT 6. GROU1ING BETINFEN ADJUSI MENT SECTION SHALL Bk WAILR 110Hr. 1- GROUT IS TO BE NON -SHRINK TYPE GROUT MEETING THE RCQUIR I M1-N'rS OF AS'1'M 157 PER APWA 3TANDARD nPECIFICATION 9-20.3 FOR MAXIMUM PERCENT DRY SHRINKAGE. THE MINIMUM COMPRE5SIVP STRFNOTH 5HAl. I BF 4,000 PSI AT 7 DAY PFR APWA STANDARD SPEOHCATION 9-20.3 8. PI CPC lI-I"NG HOLES AR TO RF GROUTFD WATFR TIRHT PUBLIC WORKS CATCH BASIN INSTALLATION STD. PLAN - 202.00 DEPARTMENT MARCH 20D8 ATCH BASIN INSTALLATION C8.0 CITY OF RENTON STANDARD DETAILS - STD.PLAN - 202.00 SURVEYED: AALA DESIGNED: GXLE DAWN` SGR CHECKED: AGC BY DATE APPR APPROVED:AGC SCALE: AS NOTED ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/1991 DATUM BOLT -DOWN HOLE jYP,i 5V-11 NC, SEE DETAIL & NOTE 2 4 I� TOP NOTES 1 Thle. frarne is designed to accommodate 20' x 24' grates or covers 2 Provide two hDleS in the frame that are vertically aligned wish t he grate or cover slots. Tap reaGh hole to accept 24 fro" a 518"- 11 NC x 2" alien head cap screw. Location of bolt down hales varies among different manufacturers. a. Refer to Standard Sppoillcation 9-05,15(2) fof additional requirements.. SECTIONA} RECESSED ALLEN HERO OAP SCREW -ti 518'•1tNCx2' � C44ATE >:r 2 it2' _- --' SECTION DETAIL e • BOLT -DOWN DETAIL ISOMETRIC VIEW STD. PLAN - 204.00 F;LiBI,1C WORKS RECTANGULAR FRAME DEPARTMENT I ATCH BASIN FRAME C8.0 CITY OF RENTON STANDARD DETAILS - STD.PLAN - 204.00 17 - U-1i I- z e�FOoE CALL BEFORE YOU DIG GP�� LLJ Call: TOLL FREE Q a_ 1-800-424-5555 UJ m Q J IN COMPLIANCE WITH CITY OF RENTON STANDARDS U) H a SURFACE WATER UTILITY N DEVELOPMENT ENGINEERING J rstraka 11 /29/2018 rnair 11 /30/2018 ' z z _O CD w WICD"ID KING COUNTY REGIONAL DATE: 1/3/2018 z • CITY OF AFIS LAB REPLACEMENT FIELDBOOK: D RENTONPAGE: O EVANS ANDASSOCIATES INC. DRAWING NO: U Planning/Building/Public Works Dept. CD 14432 SE Eastgate Way, Suite 400 CITY OF RENTON DETAILS I e8.o z Bellevue Washington 98007 SHEET:1 7 OF: 135 Y Phone: 425.519.6500 R-399416 SE 1/4 ,SECTION 26, TOWNSHIP 23N, RANGE 4 E, W.M. CITY OF RENTON DETAILS II co W z W 75 W U Q J 0— W Q J Q J z !O LLJ V rr z O U z_ U) J_ W O I— z W rr O X s z Uj . _ 64LT-DOWN SU I DETALL AND NO d WO 1 T __4 89•R-SEE Wb7E2 �C1'llpll SECTIIOK (C j r•f - 1 ar+ 1r4• 15JE' V DIAM. HOLE r DIAM. HANDLE 11111IMT-SOWN SLBT DETAIL SEE NbM 1 SECTION i R } NOTES 1 Provide two slats in the cover that are vertically aligned with the holes in the frame.Lacation of bolt -down slots varies among different manufacturers. z Alternative reinforcing designs ara acceptable in lieu of the rib design. 3: Defer to Standard Specification 9-05.15(2) rot additional requirements �. For Frame details, see City of Renton Standard Plan 204,00. y C STD. PLAN — 204.10 PuaEa(C 'IYC)RTK� RECTANGULAR SOLID DEPARTMENT METAL COVER D LID C8.1 CITY OF RENTON STANDARD DETAILS — STD.PLAN — 204.10 L) f LL, , �I �_ sLor - s� bEfAll_ t AND NOTE T 4 4.t 1' OPETdING .) _I DUTF&L TO STREAMI 1> W WI POLLUTAHTq TAP 319' Wmy RECESSED LETTERrNG NOTES T Provide two slots in the grate that are vertically aligned with the holes in the frame. Location of bolt -dawn slats varies among different manufacturers. 2. Refer to Standard Specification 9-05-15(2) for additional requirements_ 3. The thickness of the grate shall not exceed 1 5M". a- Unless Otherwise specified, vaned grates shall be used with standard frame in the travel way, gutter or shoulder. vaned grates shall not be located within crossroads. Use varied grates along railed curbs. 1 o d LE-i�i. J�1 Ll.f'3 ai4'. Lrq , 'N BOLT -DOWN SLOT DETAIL SFr WIF P-12BLIC' �VOR1:= RECTANGULAR STD, PLAN — 2U4.44 D1 PkRTMENT HERRINGBONE GRATE iv t0-/ M RC11 2005 NO. CB GRATE C8.1 CITY OF RENTON STANDARD DETAILS — STD.PLAN — 204.40 REVISION SURVEYED: n nln DESIGNED: GXLLEi DRAWN: SGR CHECKED: AGC BY DATE APPR APPIMED:AGC PLANtrr uL-OSlJMCTTuRikV YEGETATMM- SEE ROTE i rJNDl9ruR3E0 kATIVF VE'.aETATIr� LIN C:STU R BE C N0.TrV E SO1L UNUSTLr7:MI1 1Z)R-- LAWN) AREAS SEE 00T€ 1 t {{ I111�,fAylI�iIlf hJ�i�I r GRASS SEED OR 5DaV'016dl I Ll40?STU:BEa NATIVE SOIL OPTION 4 - NO DISTURBANCE TURF ILAY&} AREAS ,T"A" AR'R CIA, sT WOOD CHIP MULCH 3' OF CDMPD5T Wru RF'ORATK) iwTo 5• Qr SrTE SOIL ITUTAL AMr NpE O of PTH 0f 9.5'. nA A sIMLMJ PT-FI Of it) ri SUBSOIL SCARIirE04'$E:.OVW GUN PL)Sr AAJeN DF; C) I.AY I;fk [1Z' SEL¢w 501: SUR FAC�I GRASS SEED OR $00 1 75 OF COMPCFST INCORPCRATtDINTO B 28' DF SITE SOIL ITOTALAMENDED DEF.'K tT>" ®5`. FDR A SEttLED pEPYH QF e7 Suss0IL 5CARIFISD 4' snow C0MPG51` AMENDECt LAYER it2' BlEtO V SOIL SIIRFACEI OPTIONS 2.3. AND 4 - AMEND IN PLACE OR STOCKPILE AND AMEND PLA`17I1%rc BEDS Y-A' AFI SOMST WCOD CHIP 1AULCH G' IMPORTED rOPSLA L M 1h (COMPACTED DdiJ''THI 91JBSCOL lH PRO NiMPOATED TaI3501 Mix it PU6LIC WORKS DEPARTMENT SCALE: AS NOTED {r OMON E - IIAM RTM TOPSOIL TURF IL WA M} APIAS GRASS si:GOR50a Na1r�sl 1 AR�II$ QF A14 pISl4rir9� tiCE TOM F E WIz O IrWPORTA:D AK EYR}TNOVEGErATPHAM"TO BE 1•DFb1AL MIX PRCTEGTED FROM CONS714UCTPpN IMPAG15 lCOMPACTED o€PTM �I�NEIR�L �FtgT r 1 i O MEAD uRE SETTLE D DF PT H Way EFt WL SUFFICIENTLY TO FULLY SA71J RATE MAT kM1 CAUgtNG EROSI&M 5LtL1CrDIL IE SCARIFIES O, 2 COMPOST TO MEET RECUIRemENTs of THE BELLIWY'41PpRTED CITY OF RENTON SURFACE {r'A1FA VE5*4 1011801: MIX MA&MJAL SECTION C 7 13 3 COMPAC T*N OF 70?SQI. JV04CRE REWAfN TC) BE TD 5' % OF STA1rOARG Pl*cIC* U NLM.07MEiAw14E NQ 1 ED. DRAW YG 35 MU I T 0 Va.%( STO. PLAN - 264-00 SOIL AMENDMENT SECTIONS IL AMENDMENT C8.1 CITY OF RENTON STANDARD DETAILS — STD.PLAN — 264.UU ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/1991 DATUM • CITY OF RENTON Plan ning/Building/Public Works Dept. 610 ^r \ C C C T L GPI\ OEFooE 'LL OGoc CALL BEFORE YOU DIG LL Call: TOLL FREE a a 1—800-424-5555 LL a IN COMPLIANCE WITH CITY OF RENTON STANDARDS V LL Q SURFACE WATER UTILITY DEVELOPMENT ENGINEERING — rstraka 11 /29/2018 rnair 11 /30/2018 Q L C L LL 1V1D:"11D KING COUNTY REGIONAL DATE. 1/3/2018 L A F I S LAB REPLACEMENT FIELDBOOK: — E VA N S PAGE: C AN°ASSOCIATES INC. DRAWING NO: C (f 14432 SE Eastgate Way, Suite 400 CITY OF RENTON DETAILS 11 C8.1 L Bellevue Washington 98007 SHEET: OF: Phnna• 42.951()6500 17 135 R-399417 SE 1/4 ,SECTION 26, TOWNSHIP 23N, RANGE 4 E, W.M. LANDSCAPE PLAN d� M 0 H- z LU LU Q w Ir 120 J ILL J z O LU - z O U z V a J w Q U) z J L;.i Q z LLI PROPERTY I " I I F- -0 AZ 10 LLI 40 U w 18.0' o�5. 00 v>10' O O EASEMENT PER PLAT OF WASHINGTON I O � \ \ O 4.1 4. 1' TECHNICAL CENTER 38,2 4 IVOL. 122, PAGES 37.6' 98-102 I 125 AU \ \ O 3 Q 15.8' 4 .� 2 N01'14 07"E 60 0' PRO ERTY LIME -�r \ � 7.5 1 o'X20'° NG STALL T0 =MENT AS REC. NO. 18.0' 06260973 � 1 � O m v �'a om�-10 O N ooq. O "^ o_ n� m —� o, 1 Sinn Z,0 o-4-A � 1�=+m r°nw car r (31 ao O T S rn o N o m� 91 11000145 N➢m� 1 1 �10 00 7N 1 O �ZN 1 YQ 3 AFIS LO O PROJECT un co SITE POWELL AVE SW z 0 KEs� PEE PVE sw z pP Of LLI of z LL I LL I of c� MS 0h1 N.T.S. VICINITY MAP 0 0 55 AU 9188000090 o C� QQ 36 AU (D n ti 3I .4'1V0,3"1.5' 07 ° ° 10.5.4' 3.4' PROPOSED fl °BLDG FF: 21.50 1 �II III III I w,, i A 0© �� • • A 74.5' JI 57.7' O O I o 18. [-,\\ '-A— 40 0' f ��l1�Le�:�•Ze�y�i►�'r•7 9188000146 \ P&L EASEMENT FOR ELECTRIC TRANSMISSION ^ID OR DISTRIBUTION SYSTEM REC. NO. 8906260460 R A PORTION OF LOT 2, CITY OF RENTON LOT LINE \ \`" ADJUSTMENT N0. 001-86, REC. NO. 8609179004 ==-- ...AS CONSTRUCTED, OR TO BE CONSTRUCTED, I _ 17.0'� EXTENDED OR RELOCATED. -5 AU �o 0 29 AU 8.5' 32 AU O O of F_ 15' PUB AND SE 1 _# 19 11.2' 33. ' EXISTING 1 VEGETATION CONSISTING OF 1 SHRUBS: 3 AU RHODODENDRONS, DAVID'S VIBURNUM AND \ -` 2 3 GROUND COVER: 7.0' O0 KINNIKINNICK, TO REMAI O 0 10 20 40 SCALE IN FEET NO. I REVISION o- LANDSCAPE PLANT SCHEDULE BOTANICAL NAME COMMON NAME SIZE COND. SPACING REMARKS QUANTITY TREES CARPINUS BETULUS 'FRANS FONTAINE' COLUMNAR HORNBEAM 2" CAL, MIN B&B AS SHOWN SINGLE LEADER, WELL -BRANCHED TO TOP, 2 PYRUS CALLERYANA 'ARISTOCRAT' ARISTOCRAT FLOWERING PEAR 2" CAL, MIN. B&B AS SHOWN SINGLE LEADER, WELL -BRANCHED TO TOP, 5 THUJA PLICATA 'EXCELSA' EXCELSA CEDAR 6' HT. MIN. B&B AS SHOWN SINGLE LEADER, WELL -BRANCHED TO TOP 2 JUNIPERUS CHININSIS 'BLUE POINT' BLUE POINT JUNIPER 6' HT. MIN. B&B AS SHOWN SINGLE LEADER, WELL -BRANCHED TO TOP 1 JUNIPERUS SCOPULORUM 'SKYROCKET' SKYROCKET JUNIPER 6' HT. MIN. B&B AS SHOWN SINGLE LEADER, WELL -BRANCHED TO TOP 10 SHRUBS AMELANCHIER ALNIFOLIA SERVICEBERRY 18" MIN. 2 GAL. AS SHOWN MULTI -STEMMED 5 ARBUTUS UNEDO 'COMPACTA' STRAWBERRY TREE 18" MIN. 2 GAL. AS SHOWN FULL, WELL BRANCHED 3 MAHONIA AQUIFOLIUM 'COMPACTA' COMPACT OREGON GRAPE 14" MIN. 2 GAL. AS SHOWN FULL, WELL BRANCHED 24 CORNUS SERICEA 'KELSEYII' KELSEY DOGWOOD 14" MIN. 2 GAL. AS SHOWN FULL, WELL BRANCHED 21 CISTUS LADANIFEROUS MACULATUS CRIMSON SPOT ROCKROSE 18" MIN. 2 GAL. AS SHOWN FULL, WELL BRANCHED, LAYOUT PER PLAN 24 CISTUS x CRISPATUS 'WARLEY ROSE' WARLEY ROSE ROCKROSE 18" MIN. 2 GAL. AS SHOWN FULL, WELL BRANCHED, LAYOUT PER PLAN 17 MYRICA CALIFORNICA WAX MYRTLE 24" MIN. 2 GAL. AS SHOWN FULL, WELL BRANCHED 2 HERBACIOUS GROUND COVERS AND GRASSES CORTADERIA SELLONIA 'PUMILA' DWARF PAMPAS GRASS 12" MIN. 2 GAL. AS SHOWN FULL, WELL BRANCHED, LAYOUT PER PLAN 15 POLYSTICHUM MUNITUM SWORD FERN 12" MIN. 2 GAL. AS SHOWN FULL, WELL BRANCHED, LAYOUT PER PLAN 64 VINES JASMINUM GRANDIFLORUM CLIMBING JASMINE 24" MIN. 2 GAL. AS SHOWN FULL, WELL BRANCHED 12 GROUNDCOVER ARCTOSTAPHYLOS UVA-URSI KINNIKINNICK 4" POTS 24" O.C. TRIANGULAR SPACING, SEE 995 'WOODS RED' GROUNDCOVER PLANTING DETAIL CONSTRUCTION NOTES O EXISTING PLANTING BEDS: UNIFORMLY PLACE 6" TOPSOIL AND TILL 3" EXISTING SUBGRADE. SEE DEMOLITION PLAN, SHEET 6 FOR EXISTING PLANTING BED LIMITS TO REMAIN O2 NEW PLANTING BEDS: UNIFORMLY PLACE 12" TOPSOIL AND TILL 3" INTO EXISTING SUBGRADE O PLACE 3" BARK MULCH TO A UNIFORM DEPTH O4 INSTALL ROOT BARRIER, AS SHOWN ON PLAN. O5 LIMITS OF GREENSCREEN. INSTALL FIVE 8'-0"(H) X 8'-3"(W) GREENSCREEN PANELS, AS SHOWN ON PLAN. SEE DETAIL, SHEET 21. GENERAL NOTES: 1. SEE SHEET 21 FOR LANDSCAPE DETAILS 2. ALL PLANTING AREAS HAVE NATIVE OR DROUGHT TOLERANT VEGETATION AND SHALL BE IRRIGATED WITH A PERMANENT WATER -EFFICIENT IRRIGATION SYSTEM. SEE SHEET 20 FOR IRRIGATION PLAN 3. SEE SHEET 23 FOR EXISTING TREE INVENTORY WITHIN PROJECT LIMITS 4. SEE SHEET 12 FOR GRADING AND PAVING PLAN 5. SEE SHEET 13 FOR EXISTING AND PROPOSED UTILITY LOCATIONS SURVEYED: n n I n DESIGNED: JCGA DRAWN` G B K CHECKED: JCGA BY DATE APPR APPROVED: JCGA SCALE: AS NOTED ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY LEGEND: c EXISTING TREES TO REMAIN PROJECT LIMITS GREENSCREEN - - - - - - - ROOT BARRIER VERTICAL* NAVD 1988 • HORIZONTAL- NAD 1983/1991 CITY OF RENTON DATU M • Planning/Building/Public Works Dept. O O O O 00 T 0� O O O T J rw V ) Cfl ao 0 QO O I— z w 2 w a J w m J IN COMPLIANCE WITH CITY OF RENTON STANDARDS c/) ILL PLANNING DIVISION Q 19 APPROVED z 11/29/2018 jding O w KING COUNTY REGIONAL DATE: Z p Q 01-16-18 z A F I S LAB REPLACEMENT FIELDBOOK: ODAV I D EVA N S PAGE: O ANDASSOCIATES ENO• DRAWING NO: /U 14432 SE Eastgate Way, Suite 400 LANDSCAPE PLAN L1.0 (Bellevue Washington 98007 SHEET. 19 OF. 135 z Phnne- 425.519_6500 R-399418 SE 1/4 ,SECTION 26, TOWNSHIP 23N, RANGE 4 E, W.M. IRRIGATION PLAN M 0 w I— z w 2 LU Q w Ir Q J U) LL J z O 0 LU F_ D 0 z V a J n O Q rr _ N _I ch a. t0 m 0:O TFF as I o= Q� �o co I �M I ,�Q12 0 Ln of :t I — N I 7.5' UTILITY i F� ❑ ❑ I EASEMENT PER PLAT OF i WASHING N i 13 i TECHNICAL C I I I I VOL. 122, G Fv 20'98-102 I _B ILDING I S TBACK 13 � I PE SHORT I l 1 r— PL16 80• 14 1 \ � 1 � 1 3 N01°1407"E 60 0' 1 PRO ERTY LI E ` 1 7.3 / 1 1" 10'X20' DARKING STALL 12 t I EASEMENT AS • 0 1 i PER REC. NO. 9006260973 1 1 i 1 1 — 1F 0 1 1 � 1 U, -0 0- n _ gU1�DING 1 rl y o n PE Nso. n N '0 1 P0�6'aa 1 �� 1Ado ��0 m to c� o "°rn 1 Z 1 00m 0 1 ca o 1 � 9 0) r_ 1 o m(5) 91 8000145 �' 1 m v '0-a�m�l 0�,oZ�l O �ZN 1 O 14 0 womm 1" _T-T�"clo N 13 13 13 7:� 0' 0 D13 0 0 9188000146 13 PSP&L EASEMENT FOR ELECTRIC TRANSMISSION AND/OR DISTRIBUTION SYSTEM REC. NO. 8906260460 OVER A PORTION OF LOT 2, CITY OF RENTON LOT LINE ADJUSTMENT NO. 001-86, REC. NO. 8609179004 ...AS CONSTRUCTED, OR TO BE CONSTRUCTED, EXTENDED OR RELOCATED. 13 Nv// 0 1 I 12 l� � 15' PUBI AND SEA 12 I WV 0 No 0 10 20 40 SURVEYED: n n I n DESIGNED: JCGA DRAWN` G B K CHECKED: JCGA NO. REVISION BY DATE APPR I APPROVED:JCGA IRRIGATION EQUIPMENT LEGEND ® TORO DRIP CONTROL ZONE KIT DZK-TPV-1-MF H BALL VALVE - PVC NIBCO #4660, SIZE TO MATCH LINE Fv TORO DL2000 AUTOMATIC FLUSH VALVE (INSTALL AT LOW POINT EACH DRIP ZONE) - EXISTING IRRIGATION CONTROLLER (SEE GENERAL NOTE 15) Q RAINBIRD QUICK COUPLING VALVE #44LRC X❑ TORO DL-MP9 DRIP SYSTEM OPERATING INDICATOR ® TORO DL2000 AIR/VACUUM RELIEF VALVE (INSTALL AT HIGH POINT EACH DRIP ZONE) ��rTTTT 0.66 O.D. NETAFIM TECHLINE CV DRIPLINE (0.6 GPH EMITTERS AT 18" I I 111�J O.C.). STAKE DRIPLINE AT 2' O.C. SCHEDULE 40 PVC MAINLINE (SIZED AT 1.0" UNLESS SHOWN OTHERWISE ON PLANS) SCHEDULE 40 PVC LATERAL (3/4" SIZE UNLESS SHOWN OTHERWISE ON PLANS) SCHEDULE 40 PVC SLEEVES (SIZED AT DOUBLE WORKING PIPES) DIAMETER) VALVE LEGEND 1 STATION NUMBER 1 " VALVE SIZE 5 7 GALLONS PER MINUTE IRRIGATION GENERAL NOTES: 1. SEE IRRIGATION DETAILS, SHEET 22 2. THE IRRIGATION PLAN IS DIAGRAMMATIC. INSTALL MAINLINE, VALVES, PIPES, AND ASSOCIATED EQUIPMENT IN PLANTING BEDS IRRIGATION CONSTRUCTION NOTES: 11 P.O.C. FOR IRRIGATION IS STUB -IN TO EXISTING IRRIGATION MAINLINE. CONFIRM LOCATION AND SIZE OF EXISTING IRRIGATION MAINLINE. FIELD -ADJUST P.O.C. AS NEEDED 12 SLEEVE UNDER PAVEMENT 13 EMITTER -IN -LINE DRIP TUBING SPACED @ 2' O.C. (TYP) 14 FIELD -ADJUST DRIPLINE AROUND EXISTING TREE TO REMAIN AS NEEDED 15 EXISTING IRRIGATION CONTROLLER IN JANITORS CLOSET, 1ST FLOOR. EXTEND IRRIGATION CONTROL WIRE FROM NEAREST ZONE VALVE OF EXISTING IRRIGATION SYSTEM IN WIRE SLEEVE CONDUIT LEGEND: 0 "``����� EXISTING TREES TO REMAIN PROJECT LIMITS SCALE: AS NOTED ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY VERTICAL* NAVD 1988 HORIZONTAL* NAD 1983/1991 DATU M E • CITY OF RENTON ■ Planning/Building/Public Works Dept. 0 O O 0 T 0� O O O T J rw V )00 Cfl 0 QO O CALL BEFORE YOU DIGI Call: TOLL FREE -800-424-5555 1 z 2 w U J w m Q J IN COMPLIANCE WITH CITY OF RENTON STANDARDS W ILL. 10 PLANNING DIVISION Q APPROVED 11/29/2018 jding Q � Q ® 0 DAVID EVANS ANDASSOCIATES INC. 14432 SE Eastgate Way, Suite 400 Bellevue Washington 98007 KING COUNTY REGIONAL AFIS LAB REPLACEMENT IRRIGATION PLAN • R n Ti DATE: I- 01-16-18 z D FIELDBOOK: PAGE: /O U DRAWING NO: L1.1 Z SHEET: OF: 20 135 Y R-399419 co 0 Lu Z LU 5 LLI U Q rr m Q J U) H Q J Q Z O 0 LU rr Z O U Z Y U) LU 0 LU U 0 Z Q J CURB PARKING APRON 18" ROOTBARRIER (DEEPROOT UB 18-2 OR EQUIVALENT) WHERE SHOWN ON PLAN (TYPICAL) DECIDUOUS TREE PLANTING (PARKING LOT) NOT TO SCALE + + + + + + +� + + + + + + .t GROUNDCOVER PLANTS BARK MULCH — DEPTH AS SPECIFIED FINISH GRADE PREPARED BED — DEPTH AS SPECIFIED NOTE: LOCATE PLANTS SPACED EQUAL DISTANCE (D) FROM EACH OTHER AS SHOWN. D = AS NOTED ON PLANTING SCHEDULE. EDGE OF PAVING, SIDEWALK, WALL, OR CURB cV D D • D• GROUNDCOVER PLANTING NOT TO SCALE • Ll • SE 1/4 ,SECTION 26, TOWNSHIP 23N, RANGE 4 E, W.M. LANDSCAPE DETAILS NOTE: APPLIES TO ALL TREE PLANTINGS LOCKING POLYETHYLENE TREE TIE (ALLOW SOME SLACK IN TIE) (2) 2"x2"x8' TREE STAKES LOCATED EQUIDISTANTLY OUTSIDE ROOTBALL ROOT CROWN 2"-4" ABOVE PLANTING SOIL GRADE 3" BARK MULCH HOLD BACK 4" FROM MAINSTEM GROUNDCOVER TOPOSOIL REMOVE ALL BURLAP AND WIRE BASKET FROM ROOT BALL TOPSOIL BACKFILL SCARIFY NATIVE SUBGRADE FERTILIZER SHRUB PLANTING NOT TO SCALE NO. LOCKING POLYETHYLENE TREE TIE (ALLOW SOME SLACK) '2) 2"x2"x8' TREE STAKES _OCATED EQUIDISTANTLY DUTSIDE ROOTBALL ROOT CROWN 2"-4" ABOVE -1NISH GRADE 3" BARK MULCH RING, HOLD BACK 3" FROM MAIN STEM FINISH GRADE TOPSOIL - ERTILIZER EXISTING SUBGRADE EVERGREEN TREE PLANTING NOT TO SCALE ROOT CROWN 1 "-2" ABOVE AMENDED SOIL GRADE 3" BARK MULCH, HOLD BACK 2"-3" AWAY FROM MAIN STEM FINISH GRADE TOPSOIL FERTILIZER EXISTING SUBGRADE REVISION 0. PLAN 1 8'-3" TYP. UNLESS NOTED IN PLAN GREENSCREEN NOT TO SCALE FINISH GRADE LL 3" BARK MULCH 6" TOPSOIL 3" TILL TOPSOIL INTO EXISTING SOIL ` EXISTING SUBGRADE EXISTING PLANTING BED SOIL PREPARATION NOT TO SCALE SURVEYED: n n I n DESIGNED: JCGA DRAW": G B K CHECKED: I C GA BY DATE APPR APPROVED:ICGA SCALE: AS NOTED ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY VERTICAL* NAVD 1988 HORIZONTAL- NAD 1983/1991 DATUM S' THK. GREENSCREENO PANEL, TYP. #5133X SNAP CLIPS WITH STAINLESS STEEL SCREW, TYP. S' ROUND OR SQUARE STEEL POST WITH POST CAP, TYP. #5104 CHANNEL TRIM OR #5105 STEEL EDGE TRIM, RECOMMENDED @ TOP EDGE OF PANEL, TYP. #5133X SNAP CLIPS WITH STAINLESS STEEL SCREW, TYP. #5131 FLEX "C" RINGS Q PANEL TO PANEL SEAM © 12" O.C. 3" THK. GREENSCREENO PANEL, TYP. #5105 STEEL EDGE TRIM RECOMMENDED @ BOTTOM EDGE OF PANEL FINISH GRADE CONCRETE FOOTING FINISH GRADE 3" BARK MULCH 12 TOPSOIL 3" SCARIFY SUBGRADE ` EXISTING SUBGRADE NEW PLANTING BED SOIL PREPARATION NOT TO SCALE • CITY OF RENTON ■ Planning/Building/Public Works Dept. co O O O O T U O O O T Q J rw V J Cfl CO 0 QO O CALL BEFORE YOU DIG Call: TOLL FREE —800-424-5555 IN COMPLIANCE WITH CITY OF RENTON STANDARDS c/) ILL. PlIkk PLANNING DIVISION Q APPROVED Q 11/29/2018 jding z NAVID EVANS ANDASSOCIATES INC. 14432 SE Eastgate Way, Suite 400 Bellevue Washington 98007 KING COUNTY REGIONAL AFIS LAB REPLACEMENT LANDSCAPE DETAILS O W DATE: 01-16-18 Z FIELDBOOK: O PAGE: U DRAWING NO: L1.2 0 SHEET: OF: 21 135 Y R-399420 d� co 0 LLl LU LU U Q J w rr 00 J H Q J Q Z O 0 LLI rr Z O U Z Y Q z U_ FINISH GR, SECTION/ELEVATION LEGEND 1. FINISH GRADE. 2. CONTROL WIRES WITH 36" SERVICE COIL AND WATER PROOF WIRE CONNECTIONS, DBY OR EQUAL. 3. RECTANGULAR PLASTIC VALVE BOX. HEAT BRAND STATION NUMBER ON LID IN 2" HIGH CHARACTERS. 4. PVC MAINLINE PER SPECIFICATIONS (LENGTH AS REQUIRED). 5. SH 40 PVC ELL (SxS). 6. NATIVE SOIL PER SPECIFICATIONS. 7. CONTROL WIRES TO CONTROLLER. 8. PVC MAINLINE FITTING. 9. TORO TPVF100 INLINE VALVE (*). DRIP CONTROL ZONE KIT NOT TO SCALE SE 1/4 ,SECTION 26, TOWNSHIP 23N, RANGE 4 E, W.M. IRRIGATION DETAILS 10. TORO 150 MESH Y-FILTER (*). 11. TORO 25 PSI LOW FLOW PRESSURE 12. REGULATOR (*). 13. SCH 40 PVC MALE ADAPTER. 14. SCH 40 PVC BALL VALVE (*). 15. 2" MINUS GRAVEL SUMP, MINIMUM 6" DEEP. 16 BRICK SUPPORTS (4 COMMON BRICKS REQUIRED). 17. LATERAL LINE TO DRIP SYSTEM. TOP OF MULCH BARBED TEE/FITTINGS TOPSOIL IRRIGATION DRIPLINE- (® 2 FOOT APART) FINISH GRADE TIE DOWN STAKE (*) PARTS IN DRIP ZONE KIT. 2-3" BURIAL DEPTH LANDSCAPE STAPLES ® 2' O.C. IRRIGATION DRIPLINE NOT TO SCALE BALL VALVE NOT TO SCALE ''_INE SIZE) CZ I FI ON MAINLINE UOUS BRICK G gSHED GRAVEL LEGEND �w \- Li w - cn LIJ C)�wLL woc Z 0 Z L oQD � cV W J U HARDSCAPE SURFACE CLEAN BACKFILL AS REQUIRED. TO BE SET IN 6" LIFTS. REFER TO SPECIFICATIONS FOR SPECIFIC MATERIAL AND COMPACTION REQUIREMENTS. INSTALL UNDERGROUND UTILITY LINE MARKING TAPE OVER MAINLINE LATERAL LINE WITH SLEEVE INSTALL UNDERGROUND UTILITY LINE TRACE COPPER WIRE OVER MAINLINE PRESSURE MAIN LINE WITH SLEEVE CLEAN SAND CONTROL WIRES SLEEVE NOTES: 1. ALL SLEEVES TO BE PVC. SCH. 40 AND TWICE THE DIAMETER OF THE WORKING PIPE. 2. ALL SLEEVES TO RUN A MIN. OF 12" BEYOND HARDSCAPE EDGES. 3. CLEAN BACKFILL MAY BE SUBSTITUTED FOR SAND UNDER WALKS AND DRIVES. IRRIGATION SLEEVING NOT TO SCALE 1. FINISH GRADE 6. PVC TEE (SxSxT) WITH 1/2" FPT OUTLET. 2. DRIPLINE 7. 2-3" DEPTH OF DRIPLINE 3. TORO LOC-EZE TEE 8. DEPTH OF PVC SUPPLY 4. POLY TUBING LATERAL PER PLANS. DRIPLINE CENTER -FEED SUPPLY MANIFOLD NOT TO SCALE NO. REVISION NUIE: 1. FURNISH FITTINGS AND PIPING NOMINALLY SIZED IDENTICAL TO NOMINAL QUICK COUPLING VALVE INLET SI ZE. LEGEND 1. 6" ROUND POLY VALVE BOX. 4. PVC LATERAL. 2. AIR/VACUUM RELIEF VALVE. 5. 2" MINUS WASHED GRAVEL. 3. TORO LOC-EZE X 1 /2" FPT TEE (FTF16). 6• BRICK SUPPORTS (2 COMMON BRICKS REQUIRED). AIR RELIEF VALVE NOT TO SCALE SURVEYED: n n I n DESIGNED: JCGA DRAWN: G B K CHECKED: UI GA BY DATE APPR APPROVED: ICGA SCALE: AS NOTED ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY )UICK COUPLER VALVE NOT TO SCALE VERTICAL: NAVD 1988 HORIZONTAL- NAD 1983/1991 DATU M SOIL BACKFILL FREE OF ROCK FINISH GRADE BRASS QUICK -COUPLING VALVE POLY VALVE BOX WITH LOCKING LID S' MINIMUM DEPTH OF "' MINUS WASHED GRAVEL PVC SCH 80 NIPPLE (LENGTH AS REQUIRED) BRICK (1 OF 2) PVC SCH 80 NIPPLE (LENGTH AS REQUIRED) PVC SCH 40 STREET ELL PVC SCH 40 TEE OR ELL PVC MAINLINE PIPE PVC SCH 40 ELL PVC SCH 40 STREET ELL #4 REBAR WITH STAINLESS STEEL CLAMPS (LENGTH AS NEEDED FOR SUPPORT) FINISH GRADE - SEED MIX OR BARK MULCH LATERAL PIPE LINE 00 > INSTALL UNDERGROUND = UTILITY LINE MARKING - - TAPE OVER MAINLINE N o -III IIIIIII INSTALL UNDERGROUND III= UTILITY LINE TRACE COPPER WIRE OVER MAINLINE 0 PVC MAINLINE CONTROL CABLES ;,.. CLEAN SAND BED TRENCH DETAIL NOT TO SCALE • CITY OF RENTON • Planning/Building/Public Works Dept. 0 0 0 0 T U O 0 O T Q D J W co CO Qo 0 z W w U Q J n LU 00 Q J IN COMPLIANCE WITH CITY OF RENTON STANDARDS U) PLANNING DIVISION ,R APPROVED 11 /29/2018 jding NAVID EVANS ANDASSOCIATES INC. 14432 SE Eastgate Way, Suite 400 Bellevue Washington 98007 CALL BEFORE YOU DIG Call: TOLL FREE -800-424-5555 KING COUNTY REGIONAL AFIS LAB REPLACEMENT IRRIGATION DETAILS IL Q J z O 0 w DATE: 01-16-18 Z Z) FIELDBOOK: PAGE: O U DRAWING NO: L1.3 0 SHEET: OF: 22 135 Y R-399421 SE 1/4 ,SECTION 26, TOWNSHIP 23N, RANGE 4 E, W.M. TREE INVENTORY / RETENTION PLAN z LU LU Q LU IY Q J LL J z O 0 LU F- D O z Y L;j a Z T - - _ Z0-- =N��NHtD m W J O as I I o= Q� 0 0 :3— o��oo gMI I ��� C5 a:n 41r-- C�1RR W . I �o c c I 7.5' UTILITY ° EASEMENT I PER PLAT OF 1 WASHINGTON TECHNICAL CENTER VOL. 122, PAGES 20' I 98-102 2 _ BUILDING TBACK IS PE SHORT I ° PLAT N I 16-80. L ----- — N01'14" 07"E 60., ' ` 1 PRO1�ERTY LI JE FUND 5�(8"1ROD AND CAP FOUND 1/7- R D AND CAP 10'X20' LS # 1373 PARKING STALL EASEMENT AS ° PER REC. NO. ° 9006260973 PROJECT LIMIT 1 . I 0 m u1 PROJECT LIMIT r u1 � 20 1 gUit DING T 1 y m 0 -' n PE � HNp. 1 PO c� N !�� 1 6_88 1 oo�� 1 toZ m :q j 0-0 1 o�� car t _,c� OD S. om 1 o �� 91 8000145 �= 1 m v 103 5 1 o z_c PLANTER 4 "mil I .5' CONC WALL IIPb ILANTER � J I CONC PADS RIM=19.18 IE=16.8 10" CP !W IE=17.1 4" PVC EXISTING GREASE TRAP 0 0 MAG AND WASHER IN: 175203.74 E: 1294255.70 ° I EL: 20.52 /-- PROJECT LIMIT � 12 / n LANTER 21 11 RASS � / I CONC 1 74- KING COUNTY - FMD FACILITIES 900 OAKSDALE AVE SW 98005 3 STORY BUILDING 9188000146 PSP&L EASEMENT FOR ELECTRIC TRANSMISSION AND/OR DISTRIBUTION SYSTEM REC. NO. 8906260460 OVER A PORTION OF LOT 2, CITY OF RENTON LOT LINE ADJUSTMENT NO. 001-86, REC. NO. 8609179004 ...AS CONSTRUCTED, OR TO BE CONSTRUCTED, EXTENDED OR RELOCATED. cc: 0 10 20 40 NO. I REVISION 0( LEGEND: X TREE RETENTION - EXISTING TREES WITHIN PROJECT LIMITS DECIDUOUS TREE TO BE REMOVED CONIFEROUS TREE TO BE REMOVED DECIDUOUS TREE TO BE RETAINED CONIFEROUS TREE TO BE RETAINED A TOTAL OF TWENTY NINE (29) TREES EXIST WITHIN THE PROJECT AREA. EXISTING TREES CONSIST OF THREE (3) RAYWOOD ASH, EIGHT (8) HIMALAYAN BIRCH, THREE (3) AUSTRIAN PINES AND A CLUSTER OF (15) ARBORVITAE. NONE OF THE EXISTING TREES ARE NATIVE TO THE PACIFIC NORTHWEST, BUT ARE COMMONLY USED AS ORNAMENTAL TREES IN NORTHWEST LANDSCAPES. ALL TREES WITH EXCEPTION TO ONE, HAVE MEASURED TRUNK DIAMETERS SMALLER THAN EIGHTEEN INCHES (18") MEASURED AT BREAST HEIGHT. ALL TREES WITH MEASURED TRUNKS LESS THAN 18" ARE NOT CONSIDERED SIGNIFICANT. THE ONLY SIGNIFICANT TREE IN THE PROJECT AREA IS A BLACK AUSTRIAN PINE (SEE TREE NO. 12 IN TREE INVENTORY CHART ABOVE) WITH A MEASURED DIAMETER OF 18.5". THIS SINGLE SIGNIFICANT TREE IS TO REMAIN. THEREFORE, NO SIGNIFICANT TREES WILL BE REMOVED FOR CONSTRUCTION OF THIS PROJECT. A TOTAL OF 23 TREES (79 PERCENT OF THE TOTAL 29 TREES) WILL BE REMOVED. THE REMAINING SIX TREES WILL MAINTAIN INTERIOR TREE CANOPY AND SCREENING. THE PROPOSED LANDSCAPE PLAN (DAVID EVANS AND ASSOCIATES, INC. (DEA), JANUARY, 2018) INCLUDES A TOTAL OF 18 TREES THAT WILL PROVIDE ADDITIONAL CANOPY AND SCREENING ASSOCIATED WITH THE PROJECT. TREE INVENTORY - WITHIN PROJECT LIMITS TREE NO. BOTANICAL NAME COMMON NAME CALIPER SIZE COND. SIGNIFICANT STATUS (AT D13H) TREE 0--FRAXINUS OXYCARPA 'RAYWOOD' RAYWOOD ASH 9"CAL GOOD NO RETAIN O FRAXINUS OXYCARPA 'RAYWOOD' RAYWOOD ASH 7.5"CAL GOOD NO RETAIN O BETULA UTILIS VAR. JACQUEMONTII HIMALAYAN BIRCH 11"CAL GOOD NO REMOVE O BETULA UTILIS VAR. JACQUEMONTII HIMALAYAN BIRCH 10"CAL GOOD NO REMOVE O BETULA UTILIS VAR. JACQUEMONTII HIMALAYAN BIRCH 11 "CAL GOOD NO RETAIN O BETULA UTILIS VAR. JACQUEMONTII HIMALAYAN BIRCH 9.5"CAL GOOD NO REMOVE 0--PINUS NIGRA BLACK AUSTRIAN PINE 16.5"CAL GOOD NO REMOVE 8 PINUS NIGRA BLACK AUSTRIAN PINE 15.5"CAL GOOD NO REMOVE 9 BETULA UTILIS VAR. JACQUEMONTII HIMALAYAN BIRCH 8"CAL GOOD NO REMOVE 10 BETULA UTILIS VAR. JACQUEMONTII HIMALAYAN BIRCH 11 "CAL GOOD NO REMOVE "CAL 1 1 BETULA UTILIS VAR. JACQUEMONTII HIMALAYAN BIRCH 11 GOOD NO RETAIN 12 PINUS NIGRA BLACK AUSTRIAN PINE 18.5"CAL GOOD YES RETAIN 13 BETULA UTILIS VAR. JACQUEMONTII HIMALAYAN BIRCH 13"CAL GOOD NO RETAIN 14 FRAXINUS OXYCARPA 'RAYWOOD' RAYWOOD ASH 10"CAL GOOD NO REMOVE 15 THUJA OCCIDENTALIS 'EMERALD GREEN' ARBORVITAE AVER. 1.5"CAL GOOD NO REMOVE (CLUSTER OF 15) SURVEYED: n n I n DESIGNED: JCGA DRAWN` G B K CHECKED: JCGA BY DATE APPR APPROVED: JCGA SCALE: AS NOTED ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY VERTICAL: NAVD 1988 HORIZONTAL* NAD 1983/1991 DATU M • CITY OF RENTON Planning/Building/Public Works Dept. W 2 m rD VJ w [L 00 T O N r r z 2 U J LU tY 00 Q J IN COMPLIANCE WITH CITY OF RENTON STANDARDS W ILL. CALL BEFORE YOU DIGII Call: TOLL FREE -800-424-5555 1 PLANNING DIVISION Q 0 APPROVED Q 11/29/2018 jding z O 0 LU KING COUNTY REGIONAL DATE: 01-16-18 z AFIS LAB REPLACEMENT NBCDAVID FIELDBOOK: EVANS PAGE: /O U DRAWING NO: ANDASSOCIATES INO. TREE INVENTORY/ 14432 SE Eastgate Way, Suite 400 RETENTION PLAN TR 1.0 z SHEET: OF: 23 135 Bellevue Washington 98007 Y Phone: 425.519.6500 R-399422