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Home My WebLink AboutzR-4111H H O O W Pz W v V Q v W I� Q CIVIL CONSTRUCTION PERMIT KING COUNTY SW SECTION 4, TOWNSHIP 23N, RANGE 5E h IL)L)IE I?E 5EA /?C/ DAYCARE CENTER VERT/CAL DATUM NA VD 88 BENONNAR`( FOUND MONUMENT A T NE 12TH ST AND MONROE A VE NE. CITY OF RENTON 11843 ELEVATION = 425.16 BASIS OFSEA RINGS N8854 aO "W BETWEEN CITY OF RENTON MONUMENTS 1843 AND 0057. REFERENCES 1. BOUNDARY LINE ADJUSTMENT RECORDED IN BOOK 13 OF SURVEYS, PAGE 62, KING COUNTY, WASH/NGTON. LEGAL DESCRIPTION THA T PORT/ON OF THE SOUTHEAST QUARTER OF THE SOUTHWEST QUARTER OF SECTION 4, TOWNSHIP 23 NORTH, RANGE 5 EAST, W. M, IN KING COUNTY, WASHINGTON, DESCR/BED AS FOLLOWS.• COMMENCING AT THE SOUTHEAST CORNER OF SAID SOUTHWEST QUARTER, THENCE NORTH 885758" WEST ALONG THE SOUTH L/NE OF SAID SOUTHWEST QUARTER, 288.04 FEET,• THENCE NORTH 116'12" EAST, 30 FEET TO THE NORTHERL Y MARGIN OF 12TH A VENUE NORTH AND THE TRUE POINT OF BEGINNING; THENCE CONTINUING NORTH 116'12" EAST, 133 36 FEET, THENCE NORTH 88 55 33" WEST, 82. 95 FEET TO THE SOUTHEASTERL Y MARGIN OF STA TE HIGHWA Y NO. 2 (SUNSET BOULEVARD); THENCE SOUTH 35°46'17" WEST ALONG SAID SOUTHEASTERL Y MARGIN, 139.44 FEET TO THE NORTHEASTERL Y CORNER OF A TRACT CONVEYED TO THE STATE OF WASH/NGTON, BY DEED RECORDED UNDER RECORDING NUMBER 7110060127, THENCE SOUTHEASTERL Y ALONG THE NORTHEASTERL Y LINE OF SAID TRACT TO ITS INTERSECTION WITH SAID NORTHERL Y MARGIN OF 12TH AVENUE NORTH,- THENCE SOUTH 885758"EAST ALONG SAID NORTHERL Y MARGIN, 151.99 FEET TO THE TRUE POINT OF BEGINNING, - (ALSO KNOWN AS PARCEL A OF BOUNDARY LINE REVISION SURVEY NO.. 13-62 RECORDED UNDER RECORDING NUMBER 7806029007.); SITUATE IN THE COUNTY OF KING, STATE OF WASH/NGTON RESTRICTIONS 1. THIS SITE /5 SUBJECT TO AN EASEMENT TO INSTALL, MAINTAIN, REPLACE, REMOVE, AND USE AN ELECTRIC LINE AND APPURTENANCES AS DISCLOSED BY INSTRUMENT RECORDED ON FEBRUARY 9, 1965 UNDER KING COUNTY RECORDING NUMBER 5842292. (SHOWN HEREON) 3. THIS SITE /5 SUBJECT TO THE COVENANTS, CONDITIONS, RESTRICTIONS, RECITALS, RESERVATIONS, EASEMENTS, EASEMENT PROVISIONS, DEDICATIONS, BUILDING SETBACK LINES, NOTES, STATEMENTS, AND OTHER MATTERS, IF ANY, SHOWN OR DISCLOSED BY A BOUNDARY LINE ADJUSTMENT RECORDED IN BOOK 13 OF SURVEYS, PAGE 62, RECORDS OF KING COUNTY, WASHINGTON. (NOTED HERE) 5. THIS SITE /5 SUBJECT TO THE TERMS AND CONDITIONS OF A DECLARATION OF ENVIRONMENTAL RESTRICTION AS DISCLOSED BY INSTRUMENT RECORDED ON MARCH 2, 2000 UNDER KING COUNTY RECORDING NUMBER 20000JO200115J (NOTED HERE) SCHEDULE B EXEMPTIONS 2, 4, AND 6-11 NOT APPLICABLE TO THIS SURVEY. SCALE: 1 " = 50' 0 25 50 100 N88°58'09"W 2025.50 CALC. (2025.54 MEA.) -FOUND CONCRETE MONUMENT WITH 2 1/2" BRASS DISK WITH PUNCH IN / CASE 0.6 BELOW GRADE (RENT 57) (HELD FOR ROTATION) (VOTES 1. ALL TITLE INFORMATION SHOWN ON THIS MAP HAS BEEN EXTRACTED FROM CHICAGO TITLE COMPANY OF WASHINGTON COMMITMENT NO.. OI37788-06 DATED OCTOBER 22, 2018. IN PREPARING THIS MAP, CORE DESIGN, INC. HAS CONDUCTED NO INDEPENDENT TITLE SEARCH NOR IS CORE DESIGN, INC. AWARE OF ANY TITLE ISSUES AFFECTING THE SURVEYED PROPERTY OTHER THAN THOSE SHOWN ON THE MAP AND DISCLOSED BY THE REFERENCED CHICAGO TITLE COMPANY OF WASHINGTON COMMITMENT CORE DESIGN, INC. HAS RELIED WHOLL Y ON CHICAGO TITLE COMPANY OF WASHINGTONS REPRESENTATIONS OF THE TITLE'S CONDITION TO PREPARE THIS SURVEY AND THEREFORE CORE DESIGN, INC. QUALIFIES THE MAPS ACCURACY AND COMPLETENESS TO THA T EXTENT. 2. THIS SURVEY REPRESENTS VISIBLE PHYSICAL IMPROVEMENT CONDITIONS EXISTING ON OCTOBER 30, 2018. ALL SURVEY CONTROL INDICATED AS 'FOUND" WAS RECOVERED FOR THIS PROJECT IN OCTOBER, 2018. 3. PROPERTY AREA = 16, 820f SQUARE FEET (0. 386a ACRES) 4. ALL DISTANCES ARE IN FEET. 5. THIS IS A FIELD TRAVERSE SURVEY. A TOPCON THREE SECOND COMBINED ELECTRONIC TOTAL STA TION WAS USED TO MEASURE THE ANGULAR AND DISTANCE RELATIONSHIPS BETWEEN THE CONTROLLING MONUMENTA TION AS SHOWN. CLOSURE RA TIOS OF THE TRAVERSE MET OR EXCEEDED THOSE SPECIFIED IN WAC 332-130-090. ALL MEASURING INSTRUMENTS AND EQUIPMENT ARE MAINTAINED IN ADJUSTMENT ACCORDING TO MANUFACTURERS SPECIFICATIONS. 6. UTILITIES OTHER THAN THOSE SHOWN MA Y EXIST ON THIS SITE. ONL Y THOSE UTILITIES WITH EVIDENCE OF THEIR INSTALLATION VISIBLE AT GROUND SURFACE ARE SHOWN HEREON. UNDERGROUND UTILITY LOCATIONS SHOWN ARE APPROXIMATE ONL Y. UNDERGROUND CONNECTIONS ARE SHOWN AS STRAIGHT LINES BETWEEN SURFACE UTILITY LOCATIONS BUT MAY CONTAIN BENDS OR CURVES NOT SHOWN. SOME UNDERGROUND LOCATIONS SHOWN HEREON MAY HAVE BEEN TAKEN FROM PUBLIC RECORDS. CORE DESIGN ASSUMES NO LIABILITY FOR THE ACCURACY OF PUBLIC RECORDS. PERMIT NUMBER CIVIL CONSTRUCTION- C19006760 BUILDING- XXXXXXXXX / JQ C2r KIDDIE RESEARCH LLC 3123 SUNSET BLVD NE TPN 042305-9155 fi)J N20°56'15"W 22.54 GEOTECHNICAL ENGINEER MUD BA Y GEOTECHN/CAL SERVICES, LLC 2724 LANGRIDGE LOOP NW OL YMP/A, WA 98502 5 F S�NSEj 8�6� (360) 481-9784 31 Zp� �g2305-9 CONTACT CHRIS ✓. HEATHMAN, P.E. EMAIL: CHEA THMANCM08A YGEOTECH. COY 82.06N88*55'44"W TRAFFIC CONSUL TANT 82.os TENW 11400 SE 87H ST, SUITE 200 BELLEVUE, WA 98004 (425) 250-0584 CONTACT DANIELLE ALLEN sS�o�P� g��oNS EMAIL: DAN/ELLEOTENW. COM w pROFE 12jN S3 JPFFE 32�a NE p5,g1a2 CD n LPN 0423 z FOUND CONCRETE MONUMENT WITH BRASS PIN IN CASE 2.1 BELOW GRADE 150.83 NE 12TH STREET M N88°58'09"W 230.78 i _------ W -- _ - N88°58'09"288.04 - 4 ----=----------_----------=----------- -- - - 2 ! ------=- - -------- - N88°54 30"W (BASIS OF BEARINGS) 2723.19 9 ---------------------------------- cD FOUND CONCRETE MONUMENT WITH BRASS PIN IN CASE 0.2' BELOW GRADE HORIZONTAL CONTROL DIA GRA M 1" = 50' FOUND CONCRETE MONUMENT WITH BRASS PIN IN CASE 1.4 BELOW GRADE, HELD FOR POSITION (RENT 1843) (BENCHMARK EL=425.16) FOR KIDDIE RESEARCH, LLC CITY OF RENTON, WASHINGTON SHEET /NDEX CML: CLOT CORER SHEET/HORIZONTAL AND IERT/CAL CONTROL PLAN CL02 BOUNDARY/ TOPOGRAPHIC SURVEY CL03 SIIF PLAN C2.01 CLEAR/NG AND TEMPORARY EROSION AND SEDIMENT CONTROL PLAN C2.31 EROSION AND SED/MENTAAON CONTROL NOTES C2.32 EROSION AND SED/MENTAAON CONTROL DETAILS C3.01 ROAD AND GRADING PLAN C3.31 SIIF DETAILS AND NOTES C4.01 STORM ORA/NAGE PLAN C4.21 STORM ORA/NAGE PROFILE C4.31 STORM ORA/NAGE NOIFS C4.32 ROAD AND STORM DRAINAGE DETA/LS AND NOTES C4.33 /NF/L TRA LION DRY lN�LL DETAILS C5.01 SANITARY SEW£R AND WATER PLAN C5.21 SANITARY SEWER PROFILE C5.31 SANITARY SEWER AND WATER NOTES C5.32 WATER DETA/LS C5.33 WATER AND SANITARY SEWER DETAILS LANDSCAPE U.OI 1REE RETENTION PLAN L2.01 LANDSCAPE PLAN L2.31 LANDSCAPE NOTES AND DETA/LS LIGHTING - IL - 0 1 ILLUMINA TION PLAN OWNER/APPLICANT KIDDIE RESEARCH, LLC 1025 N 367H ST. RENTON, WA 98056 (206) 430-9827 CONTACT PING CH/AO CHEN (L/V/A) EMAIL: K/DZRESEARCHOHOTMA/L. COY SI TE z a Q � Z Y NE 12TH sT z �� o o NE 12TH ST PRK �R z NEP Q 0 o n w � D z nm m a �t2 mz o m NF m z - o 0 o NTH Sj E 0 o z m w m w Z z Z m z o z z m ENGINEER/SURVEYOR/LANDSCAPEARCHITECT CORE DESIGN, INC 12100 NE 195TH STREET, SUITE 300 BOTHELL, WA 98011 (425) 885-7877 CONTACT GINA BROOKS, P.E. - ENGINEER, GRB COREDES/GN/NC.COY ROBERT D. WEST, P.L.S. - SURVEYOR, ROWOCOREDES/GN/NC. COY LINDSEY SOLORIO, P.L.A. - LANDSCAPE ARCHITECT, LBSOCOREDES/GN/NC.COY ARCHITECT BAILL Y & BAILL Y, LLC 4411 50TH AVE 50. SEA TTLE, WA 98118 (212) 473--2200 CONTACT MARC SHILL Y, A/A EMAIL: M4RC@5AILL YANDBAILL Y. COM SURVEYED: ROBERT WEST DESIGNED: G/NA BROOKS DRAWN: DA VID VAUGHN CHECKED: G/NA BROOKS NO. REVISION BY DATE APPR APPROVED: G/NA BROOKS SCALE: 1 "=50' ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY CONSTRUCTION RECORD DRA WINGS THIS CONSTRUCTION RECORD DRAWING /S A COPY OF THE APPROVED CONSTRUCTION DRAWINGS PREPARED BY CORE DES/GN, INC. AND HAS BEEN EDITED TO REFLECT ASBUIL T CONDITIONS. THE INFORMATION PROVIDED ON THESE RECORD DRAW/NGS IS A COMB/NATION OF F/ELD SURVEY /NFORMAT/ON AND DOCUMENTED F/ELD REVISIONS. VERnCAL: NAVD 1988 HORIZONTAL: NAD 1983/1991 DATU M R-411101 9 1 o+ CITY OF RENTON Planning/Building/Public Works Dept. VICINI7YMAP 1 "2000' SITE STA TIS TICS TAX PARCEL NO.: 042305-9155 TOTAL SITE AREA: 16,820 SF (0.39 ACRE) PROPOSED USE- DA YCARE CENTER EXISTING ZONING- CENTER VILLAGE (CV) SETBACKS. FRONT - 15' REAR - 0' SIDE - 0' SITE NOTES AREA OF WORK- 16,851 SF CUT 31 CY FILL: 540 CY FILL ORIGIN- TO BE DETERMINED DESTINATION OF SOIL REMOVED. TO BE DETERMINED Q0 0 O 0) R• BR �� \�P•oF••••y� CIVIL ENGINEERING LANDSCAPE ARCHITECTURE W •y o• i Z• PLANNING ' DESIGN SURVEYING W 36478 •� FSS ONAL �NG\�� CORE JOB NO 18227 12100 NE 195th St, Suite 300 Bothell, Washington 98071 425.885.7877 2/3/23 (DESIGN ONLY) Q IN COMPLIANCE WITH CITY OF RENTON STANDARDS Q W KIDDIE RESEARCH DA YCARE CENTER MAR. 2020 3123 NE SUNSET BL VD nELDBOOK: RENTON, WA 98056 PAGE: O COINER SHEET/HORIZONTAL AND DRAWING NO: O CZ. OZ VERTICAL CONTROL PLAN SHEET: 1 0R 21 `PC W v W W Q N LEGEND FOUND SURVEY MONUMENT, AS NOTED O SEWER MANHOLE ❑❑ CATCH BASIN (TYPE 1) 0 CATCH BASIN (TYPE 2) 0 STORM CLEANOUT m WATER VALVE ® WATER METER FIRE HYDRANT GAS VALVE \ LIGHT POLE \ DECIDUOUS TREE K ALDER v MAPLE 0' BIRCH 0 POWER POLE OHP OVERHEAD POWER LINE ss SEWER LINE SD STORM LINE w WATER LINE CLF CHAINLINK FENCE FVC FACE OF VERTICAL CURB 8 POWER JUNCTION BOX ®/ TRAFFIC SIGNAL CONTROL BOX `4 CROSSWALK BUTTON POLE © POWER VAULT ¢- PARKING LIGHT KIM LL=000.01 6" CLAY(NW)IE=362.67 18" CONC(NE)IE=362.72 18" CONC(SW)IE=362.57 FOUND CONCRETE MONUMENT WITH 2 1/2" BRASS DISK WITH I BELOW GRADE (RENT 57) (HELD FOR ROTATION) w w 23 5 -- 232f00 N88'58'09"W w ------------- RIM EL=366. 9 _ 8" CONC(SW)IE=361. 4 12" CONC(ESE)IE=359. 9- 12" CONC(E)IE=359. 9 12" CONC(W)IE=3 .09 N V SCALE: 1" = 20' 0 10 20 40 T8"'F=V0(R E) f E=-M8: sr 18"PVC(SW)IE=358.42 00 � I • / I p. FERR SEj g\� \ ' N88'55'44"W ........... � 82.06 �� '.� OF PRO WALL IS O TY OLNE _370 0 ;' __ FV ,��- - - 36.45 ----- - I, �1-� 0.65 WIDE CONCRETE WALL d a° 00 ........ LLi / PUGET SOUND OWER ® ? a 1 ° ' a . / AND LIGHT E EMENT ° s REC NO. 58 2292 °: d ................ JNAC13 / ° P ° ° �- 8- �• / CONCRETE s BUILDING PAD /POWER VAULT / KIDDIE RESEARCH LLC ° s ° SSMH 8071 / / °3123 SUNSET BLVD NE c�J `..RIM EL=367. / / /® s TPN 042305 _9155 8"PVC(N)I 362.06 1NACTIV / 8"PVC(S=36y.96 ° CB #8150 TYP I C-5 �~' RIM EL=368.3 ° �' / / 4"PVC(E)IE=3 �553 a 12"PVC(S)IE=365.6 I ° i \ / 6"PVC(W)IE=365.61 s _ i a / s 12"PVC(N)IE=365.58 CONCRETE / C 804 TYP I 5`O�/ °,BUILDING PAD -c RIM EL=366:95 °° ° 6"'CONC(4jlE=364.40 SD / 20'56'1 8"PV NE)IE=364.15 ter, °' . a / / 44 ° "s SDMH 8157 TYPE II 6' C C(SE)1E=364.00 �,° RIM EL=370.77 CB, 805 TV 1 / 1 .. 6"PVC(E)IE=368.45 RIM L=366.66 P ROW PER. 1"PVC(N)IE=365.10: 2"C NC,( IE= 3.6 �WSDOT ROW MAPS / P. g � 12" C )IE 63. 150 83 / 0 10.10 w VERTICAL DATUM NAVD 88 BENCHMARK FOUND MONUMENT AT NE 12TH ST AND MONROE AVE NE. CITY OF RENTON #1843 ELEVATION = 425.16 BASIS OF BEARINGS N88'54'30"W BETWEEN CITY OF RENTON MONUMENTS 1843 AND 0057. REFERENCES EXISTING BUILDING 1. BOUNDARY LINE ADJUSTMENT RECORDED IN BOOK 13 OF SURVEYS, PAGE 62, KING COUNTY, WASHINGTON. LEGAL DESCRIPTION WALL IS0.5'S & 0.27' W OF / PROPERTY CORNER 0.1 EXISTING BUILDING gU\SONG S PROFESS\0 SH S3 JAFF �P�A o�2305�9�82 FENCE IS 0.4 W / OF PROPERT / LINE ° 8 LOCATIONS C`' ° a �' ° a °' r: ®a a. PER c� FV ° .. a �SBUILTS / / / o0 -568i NE 12TH ST�EET / ' o 4'38'50" O� w w w w w w i W w CB 802 TYPE I REF. RIM EL=3 .30 �`' w x w A w PER ASBUUILL �1� i 8"CONC(S)IE=372.89 _ _ 253+_OQ88'58'09'W 230.78 SOLID YELLOW LINE w w 254f00 w / j w a w w ----�--- 9----- ------------------------ - I _ -------------- - - ______ -- - - - - - FOUND CONCRETE MONUM-. \------------- - -------------------- (BASIS OF - ----------- WITH BRASS PIN IN CASE 0.2' - N88'54'30"W (BASIS OF BEARI S) 2723.19 SD- BELOW GRADE SD SID \ Mo \ \ �� SD SD \ SD SD -'SD SD Sp S SD / \ G G G G - \G G G \ G c G c c � G \ FVC \ G c 8" CONC(SW)IE=361.54 12" CONC(ESE)IE=359.49 12" CONC(E)IE=359.29 12" CONC(W)IE=359.09 SSMH 5498 RIM EL=366.57 / r1 ' VC(NE)IE=358.36 "PVC(SW)IE=358.22 RIM EL=366.89 12"CONC(W)IE=364.30 RIM EL=374.71 6"CONC(S)IE=372.31 ASBUILTS 8"CMP(NW)IE=370.11 6"CONC(SW)IE=369.96 12"CMP(SE)IE=367.11 8"CONC(S)IE=367.08 8"CMP(N)IE=366.81 18"CONC(E)IE=366.69 18" CONC(W)IE=366.61 SURVEYED: WEST 1 "=20' DESIGNED: GINA BROOKS DRAWN: DA IWD VAUGH/V ONE INCH CHECKED: AT FULL SCALE GINA BROOKS IF NOT ONE INCH N 0 . REVISION BY DATE AP P R APPROVED: SCALE ACCORDINGLY GINA BROOKS VERTICAL: NAVD 19M HORIZONTAL- NAD 1983/1991 DATU M 1 I I I I 1 THAT PORTION OF THE SOUTHEAST QUARTER OF THE SOUTHWEST QUARTER OF SECTION 4, TOWNSHIP 23 NORTH, RANGE 5 EAST, W. M, IN KING COUNTY, WASHINGTON, DESCRIBED AS FOLLOWS: COMMENCING AT THE SOUTHEAST CORNER OF SAID SOUTHWEST QUARTER; THENCE NORTH 88'57'58" WEST ALONG THE SOUTH LINE OF SAID SOUTHWEST QUARTER, 288.04 FEET; THENCE NORTH 116'12" EAST, 30 FEET TO THE NORTHERLY MARGIN OF 12TH AVENUE NORTH AND THE TRUE POINT OF BEGINNING; THENCE CONTINUING NORTH 1'16'12" EAST, 133.36 FEET; THENCE NORTH 88'55'33" WEST 82.95 FEET TO THE SOUTHEASTERLY MARGIN OF STATE HIGHWAY NO. 2 (SUNSET BOULEVARD); THENCE SOUTH 35'46'17" WEST ALONG SAID SOUTHEASTERLY MARGIN, 139.44 FEET TO THE NORTHEASTERLY CORNER OF A TRACT CONVEYED TO THE STATE OF WASHINGTON, BY DEED RECORDED UNDER RECORDING NUMBER 7110060127; THENCE SOUTHEASTERLY ALONG THE NORTHEASTERLY LINE OF SAID TRACT TO ITS INTERSECTION WITH SAID NORTHERLY MARGIN OF 12TH AVENUE NORTH; THENCE SOUTH 88'57'58" EAST ALONG SAID NORTHERLY MARGIN, 151.99 FEET TO THE TRUE POINT OF BEGINNING; (ALSO KNOWN AS PARCEL A OF BOUNDARY LINE REVISION SURVEY NO. 13-62 RECORDED UNDER RECORDING NUMBER 7806029007.); SITUATE IN THE COUNTY OF KING, STATE OF WASHINGTON. RESTRICTIONS 1. THIS SITE IS SUBJECT TO AN EASEMENT TO INSTALL, MAINTAIN, REPLACE, REMOVE, AND USE AN ELECTRIC LINE AND APPURTENANCES AS DISCLOSED BY INSTRUMENT RECORDED ON FEBRUARY 9, 1965 UNDER KING COUNTY RECORDING NUMBER 5842292. (SHOWN HEREON) 3. THIS SITE IS SUBJECT TO THE COVENANTS, CONDITIONS, RESTRICTIONS, RECITALS, RESERVATIONS, EASEMENTS, EASEMENT PROVISIONS, DEDICATIONS, BUILDING SETBACK LINES, NOTES, STATEMENTS, AND OTHER MATTERS, IF ANY, SHOWN OR DISCLOSED BY A BOUNDARY LINE ADJUSTMENT RECORDED IN BOOK 13 OF SURVEYS, PAGE 62, RECORDS OF KING COUNTY, WASHINGTON. (NOTED HERE) 5. THIS SITE IS SUBJECT TO THE TERMS AND CONDITIONS OF A DECLARATION OF ENVIRONMENTAL RESTRICTION AS DISCLOSED BY INSTRUMENT RECORDED ON MARCH 2, 2000 UNDER KING COUNTY RECORDING NUMBER 20000302001153. (NOTED HERE) SCHEDULE B EXEMPTIONS 2, 4, AND 6-11 NOT APPLICABLE TO THIS SURVEY. NOTES 1. ALL TITLE INFORMATION SHOWN ON THIS MAP HAS BEEN EXTRACTED FROM CHICAGO TITLE COMPANY OF WASHINGTON COMMITMENT NO. 0137788-06 DATED OCTOBER 22, 2018. IN PREPARING THIS MAP, CORE DESIGN, INC. HAS CONDUCTED NO INDEPENDENT TITLE SEARCH NOR IS CORE DESIGN INC. AWARE OF ANY TITLE ISSUES AFFECTING THE SURVEYED PROPERTY OTHER THAN THOSE SHOWN ON THE MAP AND DISCLOSED BY THE REFERENCED CHICAGO TITLE COMPANY OF WASHINGTON COMMITMENT. CORE DESIGN, INC. HAS RELIED WHOLLY ON CHICAGO TITLE COMPANY OF WASHINGTON'S REPRESENTATIONS OF THE TITLE'S CONDITION TO PREPARE THIS SURVEY AND THEREFORE CORE DESIGN, INC. QUALIFIES THE MAP'S ACCURACY AND COMPLETENESS TO THAT EXTENT. 2. THIS SURVEY REPRESENTS VISIBLE PHYSICAL IMPROVEMENT CONDITIONS EXISTING ON OCTOBER 30, 2018. ALL SURVEY CONTROL INDICATED AS "FOUND" WAS RECOVERED FOR THIS PROJECT IN OCTOBER, 2018. 3. PROPERTY AREA = 16,820t SQUARE FEET (0.3861t ACRES). 4. ALL DISTANCES ARE IN FEET. 5. THIS IS A FIELD TRAVERSE SURVEY. A TOPCON THREE SECOND COMBINED ELECTRONIC TOTAL STATION WAS USED TO MEASURE THE ANGULAR AND DISTANCE RELATIONSHIPS BETWEEN THE CONTROLLING MONUMENTATION AS SHOWN. CLOSURE RATIOS OF THE TRAVERSE MET OR EXCEEDED THOSE SPECIFIED IN WAC 332-130-090. ALL MEASURING INSTRUMENTS AND EQUIPMENT ARE MAINTAINED IN ADJUSTMENT ACCORDING TO MANUFACTURER'S SPECIFICATIONS. 6. UTILITIES OTHER THAN THOSE SHOWN MAY EXIST ON THIS SITE. ONLY THOSE UTILITIES WITH EVIDENCE OF THEIR INSTALLATION VISIBLE AT GROUND SURFACE ARE SHOWN HEREON. UNDERGROUND UTILITY LOCATIONS SHOWN ARE APPROXIMATE ONLY. UNDERGROUND CONNECTIONS ARE SHOWN AS STRAIGHT LINES BETWEEN SURFACE UTILITY LOCATIONS BUT MAY CONTAIN BENDS OR CURVES NOT SHOWN. SOME UNDERGROUND LOCATIONS SHOWN HEREON MAY HAVE BEEN TAKEN FROM PUBLIC RECORDS. CORE DESIGN ASSUMES NO LIABILITY FOR THE ACCURACY OF PUBLIC RECORDS. I BRASS PIN IN CASE 2.1 BELOW IGRADE 5f 0 + 00_ 2- 19 ------------------ 366.10 365.85 365.75 LADE, HELD FOR POSITION (RENT 1843) (BENCHMARK -G EL=425.16) R-41.1102 CITY OF RENTON Planning/Building/Public Works Dept. DWAj; AsArcP CIVIL ENGINEERING � . LANDSCAPE ARCHITECTURE W .o PLANNING 44653 p : DESIGN SURVEYING W sP %.O I ......TS.g CORE JOB NO 18227 V o�' AL LAB 72100 NE 195th St, Suite 300 Bothell, Washington 98011 425.885.7877 IN COMPLIANCE WITH CITY OF RENTON STANDARDS V 0 W `(IDDIE RESEARCH DAYCARE CENTER MAR. 2020 J12J NE SUNSET BL VD FIELDBOOK: RENTON, WA 98056 PAGE: O DRAWING NO: C1.02 BOUNDARY/ TOPOGRAPHIC SURVEY SHEET: 2 OF: 21 H H O O W W v H H O O W C W v Q Q v W k Q I PERT/CAL DATUM \ / / v / NA VD 88 \ 4? BENCHMARK FOUND MONUMENT A T NE 12TH ST AND MONROE A Vf NE. CITY OF RENTON 11843 ELEVATION = 425.16 BASIS OFBEARINGS \ N8854'30"W BETWEEN CITY OF RENTON MONUMENTS 1843 \CD 0 AND 0057. / 0 FER SES gV D 01 6 EX TREE / I � �-370- \ ITOREMAIN _---378-----� \ EXISTING HARD SURFACES \ - --�- 0.65 WIDE COWALL IS 0.5' S / WITHIN THE DEDICATED & 0.27' W of _ ROW SHALL BE REMOVED STAGING r (l / PROPERTY CORNER AREA a TEMPOR Y N M / CD J_° ��ti STOCKPILE 5' \ TREE PROTECTION AREA I J I / / U ET SOUND o R FENCE PER DETAIL, s \ a D LINHT E E NT \ EC NO 58 2 2 SHEET C232 (TYP) �a / c \ � ° � / ❑o ° a s /, ° I lNFIL IRA TION ORYWELL EX TREE / / i I I ° a J STABILIZED CONSTRUCTION TO REMAIN / / s 372 0 o I I ENTRANCE PER C. O.R. �- -368- (TYP) / .A I STD PLAN 215.10 g��DNO JO x817 o o I SS\oNP\ �� / a Q . I I FFFR PROF NE 1'L 1a2 2 �� j Q \ / KIDDIE RESEA H LLC I I I LPN 0423p5 / SSMH 8071 / ,3123 SUNSET BLVD NE II \ J RIM EL=36 / i s TPN.04230 -9155 !`� 0� 8"Pvc(N)I_ 0 s ° INACTIV I I .y PIPE TO DRY WELL SHALL BE \ 8"PVC(sy / I I PLUGGED UNTIL SUCH TIME s THE SITE lS STABILIZED 8150 / ,A E8.3 4"PVL= C )IE-3 3 o o 12"P (S)IE= M \ CATCH BASIN INSERT - .� ` CLEARING LIMITS SHIIALL BE I C(W)IE# 5.61 o o DELINEATED WITHIORANGE I SDMH, TYPE II 1 PVC(N I-365.58 \ PER C.O.R. STD PLAN 216.30 4) �, / CONSTRUCTION/OR SILT FENCE I I RIM EL=366.32 CB 804 TYPE \ (TYPE TYP 6" CLAY(NW)IE=362.67 RIMIEL-366.95 °: o o 18" CONC(NE)IE=362.72 6" ONC(4)IE=364.40 �• / 18" CONC(SW)IE=362.57 �' / `. ` / ° ■❑ 8' PV NE)IE=364.15 SDMH 8157 TYPE II 6"C C(SE)IE=364.00 �o - ENCE RIM EL=370.77 SILT F/ CB 805 TYPE / \ F"p`" 1T)IE=368. o PER C.O.R. STD PLAN 214.00 / \ RIM L-366.66 - - (TYP) / A 12"C �N(/I\ )IE-.'63 6' , i 12"C1,0 C(S)IE=363 LOCATIONS �° a ° a o \ a PER i - ' Q. . BUILTS w w w �° i 6a NE 12TH STREET I Az EX TREE ' � y' / / w ^� /w w TO BE REMOVED �w w CB 802 TYPE I w �o x0 / /Ty1 / RIM EL 3 4.30 (j8 -w w SMH 5467 � w w PER ASBUIL l �/ / 8"COXC(S)IE=372.89 w- E�-3 - _ 253+00 w / > - _ 254,E 00 w w w-�/ w 18"PVC(NE)IE=358.52 $ + 0 0 - I- - - _ 18"PVC(SW)IE=358.42 FOUND CONCRETE MONUMENT- - so �p p WITH BRASS PIN IN CASE 0.2' �� IN,��? \ \ SSMH 8057 PER ASBUILTS SD- BELOW GRADE sD s� SDSD� S� S� SD s� s� \ s� \ RIM 8"PVCN ( ) E36 7 '95Q 10 � \ SDMH, TY II �' so G \ G � \ 8"PVC(E)IE 365.85 RIM EL=366. 9 G G G G G � 8" PVC(S)IE 365.75 G 8" CONC(SW)IE=361. 4 �� G \ \ G\ G G G G G G 12" CONC(ESE)IE=359. 9 -G o G G \ I 12" CONC(E)IE=359. 9 12" CONC(W)IE=3 .09 SDMH, TYPE II / RIM EL=366.39 8" CONC(SW)IE=361.54 y; 12" CONC(ESE)IE=359.49 12" CONC(E)IE=359.29 / 12" CONC(W)IE=359.09 SSMH 5498 / RIM EL=366.57 / 1 VC(NE)IE=358.36 "PVC(SW)IE=358.22 a SOfi�T�'PE-1 RIM EL=366.89 12°CONC(W)IE-364.30 00 F R ASBUILTS RIM EL=374.71 6"CONC(S)IE=372.31 8"CMP(NW)IE=370.11 6"CONC(SW)IE=369.96 12"CMP(SE)IE=367.11 8"CONC(S)IE=367.08 8"CMP(N)IE=366.81 18"CONC(E)IE=366.69 18"CONC(W)IE=366.61 SURVEYED: ROBERT WEST DESIGNED: GINA BROOKS DRAWN: DA VID VAUGHN CHECKED: GINA BROOKS BY DATE APPR APPROVED: GINA BROOKS SCALE: 1 "=20' ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY VERTICAL: NAVD 1988 HORIZONTAL- NAD 1983/1991 DATU M R-411104 CITY OF RENTON Planning/Building/Public Works Dept. i i i N SCALE: 1" = 20' 0 10 20 40 "O!!� NOTES 1. THIS PLAN /5 FOR WORK OCCURRING MAY 1ST - SEPT. 30TH ANY WORK BEYOND SEPT. 30TH IMLL REQUIRE A WET FATHER PLAN APPROVED BY THE CITY OF RENTON. 2. TURBIDITY LEVEL OF TREATED WATER LEADING SITE MUST NOT EXCEED 25 NTUs pH LEVEL MUST BE BETWEEN A MIN OF 6.5 AND A MAX OF 8.5. 3. MEASURES SHALL BE PROWDED IN THE FIELD TO PREVENT SURFACE RUNOFF RUNNING FROM SUBJECT LOT TO ADJACENT PROPERTIES. 4. ANY DAMAGE TO CURB AND SIDEWALK DURING CONSTRUCTION WILL REQUIRE RESTORATION AS PER CITY OF RENTON STANDARD PLAN. 5. TREE PROTECTION FENCING SHALL STA Y INTACT UNTIL AUTHORIZED TO BE REMOI/ED BY CITY STAFF. 6. A CERTIFIED ARBORIST SHALL BE ONSITE DURING WORK WITHIN THE DRIPLINE OF THE PROTECTED TREES. TESC LEGEND CONSTRUCTION ACCESS LIMITS OF CLEARING FIL TER FABRIC FENCE TREE PROTECTION FENCING CA TCH BASIN INSERT CIVIL ENGINEERING LANDSCAPE ARCHITECTURE W PLANNING DESIGN SURVEYING W CORE JOB NO 18227 V 12100 NE 195th St, Suite 300 Bothell, Washington 98017 425.885.7877 Lw 2/3/23 (DESIGN ONL`1') Q IN COMPLIANCE WITH CITY OF RENTON STANDARDS Wv o� W DATE: KIDDIE DA YCARE CENTER MAR. 2020 L1�1 3123 NE SUNSET BL VD nELDBOOK: RENTON, WA 98056 PAGE: O CLEARING AND TEMPORARY DRAWING NO: O C2.01 EROSION AND SEDIMENT CONTROL PLAN SHEET: 4 OR 21 0 EROSION CONTROL NOTES 1. BEFORE ANY CONSTRUCTION OR DEVELOPMENT ACT/V/TY OCCURS, A PRE -CONSTRUCTION MEET/NG SHALL BE HELD AMONG THE CITY OF RENTON, HEREBY REFERRED TO AS THE CITY, THE APPLICANT, AND THE APPLICANT'S CONTRACTOR. 2. THE APPLICANT /5 RESPONSIBLE FOR OBTAINING THE WASHINGTON STATE DEPARTMENT OF ECOLOGY (ECOLOGY) CONSTRUCTION STORMWATER GENERAL PERM/T, IF /T /5 REQUIRED FOR THE PROJECT. THE APPLICANT SHALL PROVIDE THE CITY COP/ES OF ALL MONITORING REPORTS PROVIDED TO ECOLOGY ASSOCIATED WITH THE CONSTRUCTION STORMWATER GENERAL PERM/T. 3. THE ESC PLAN SET SHALL INCLUDE AN ESC CONSTRUCTION SEQUENCE DETAILING THE ORDERED STEPS THAT SHALL BE FOLLOWED FROM CONSTRUCTION COMMENCEMENT TO POST -PROJECT CLEANUP /N ORDER TO FULFILL PROJECT ESC REQUIREMENTS. 4. THE BOUNDARIES OF THE CLEARING LIMITS, SENSITIVE AREAS AND THEIR BUFFERS, AND AREAS OF VEGETATION PRESERVATION AND TREE RETENTION AS PRE SCR/BED ON THE PLAN(S) SHALL BE CLEARL Y DELINE A TED BY FENCING AND I� PROTECTED IN THE FIELD /N ACCORDANCE WITH APPENDIX D OF THE CITY OF RENTON SURFACE WATER DESIGN MANUAL (RENTON SWDM) PRIOR TO THE START OF CONSTRUCTION. DURING THE CONSTRUCTION PERIOD, NO DISTURBANCE BEYOND W THE CLEARING LIMITS SHALL BE PERMITTED. THE CLEARING LIMITS SHALL BE MAINTAINED BY THE APPLICANT/ESC C� SUPERVISOR FOR THE DURATION OF CONSTRUCTION. 5. STABILIZED CONSTRUCTION ENTRANCES SHALL BE INSTALLED AT THE BEGINNING OF CONSTRUCTION AND MAINTAINED FOR THE DURATION OF THE PROJECT. ADDITIONAL MEASURES, SUCH AS CONSTRUCTED WHEEL WASH SYSTEMS OR WASH PADS, MAY BE REQUIRED TO ENSURE THAT ALL PAVED AREAS ARE KEPT CLEAN AND TRACK-OUTTO ROAD RIGHT OF WAY DOES NZ NOT OCCUR FOR THE DURATION OF THE PROJECT. IF SEDIMENT IS TRACKED OFFSITE, PUBLIC ROADS SHALL BE CLEANED THOROUGHL Y A T THE END OF EACH DA Y, OR MORE FREQUENTL Y DURING WET WEA THE AS NECESSARY TO PREVENT OSEDIMENT FROM ENTERING WA TERS OF THE STA TE. 6. WASHOUT FROM CONCRETE TRUCKS SHALL BE PERFORMED OFF -SITE OR IN DESIGNATED CONCRETE WASHOUT AREAS V ONL Y. DO NOT WASH OUT CONCRETE TRUCKS ONTO THE GROUND, OR TO STORM DRAINS OR OPEN DITCHES. ON -SITE DUMPING OF EXCESS CONCRETE SHALL ONL Y OCCUR IN DESIGNATED CONCRETE WASHOUT AREAS. Q 7. ALL REQUIRED ESC BMPS SHALL BE CONSTRUCTED AND /N OPERATION PR/OR TO LAND CLEARING AND/OR CONSTRUCTION WTO PREVENT TRANSPORTAT/ON OF SED/UENT TO SURFACE WATER, DRAINAGE SYSTEMS AND ADJACENT PROPERTIES. ALL W ESC BMPS 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. ALL ESC BMPS SHALL BE REMOVED AFTER CONSTRUCTION IS COMPLETED AND THE SITE HAS BEEN STABILIZED TO ENSURE POTENTIAL FOR ON -SITE EROSION DOES NOT EXIST. THE IMPLEMENTATION, MAINTENANCE, REPLACEMENT, ENHANCEMENT AND REMOVAL OF ESC BMPS OSHALL BE THE RESPONSIBILITY OF THE APPLICANT. Q8. ANY HAZARDOUS MATERIALS OR LIQUID PRODUCTS THAT HAVE THE POTENTIAL TO POLLUTE RUNOFF SHALL BE DISPOSED OF PROPERL Y 9. THE ESC SUPS DEPICTED ON THIS DRAWING ARE INTENDED TO BE MIN/MUM REQUIREMENTS TO MEET ANTICIPATED SITE CONDITIONS. AS CONSTRUCTION PROGRESSES AND UNEXPECTED OR SEASONAL CONDITIONS DICTATE, THE APPLICANT SHALL ANTICIPATE THAT MORE ESC BMPS WILL BE NECESSARY TO ENSURE COUPLETS SILTATION CONTROL ON THE PROPOSED SITE. DURING THE COURSE OF CONSTRUCTION, IT SHALL BE THE OBLIGATION AND RESPONSIBILITY OF THE APPLICANT TO ADDRESS ANY NEW CONDITIONS THAT MAY BE CREATED BY THE ACTIVITIES AND TO PROVIDE ADDITIONAL ESC BMPS, OVER AND ABOVE MIN/MUM REQUIREMENTS, AS MAY BE NEEDED, TO PROTECT ADJACENT PROPERTIES AND WATER QUALITY OF THE RECE/V/NG DRAINAGE SYSTEM. 10. APPROVAL OF THIS PLAN /S FOR ESC ONL Y. IT DOES NOT CONSTITUTE AN APPROVAL OF STORM DRAINAGE DESIGN, SIZE NOR LOCATION OF PIPES, RESTRICTORS, CHANNELS, OR STORUWATER FACILITIES. 11. ANY DEWA TERING SYSTEM NECESSARY FOR THE CONSTRUCTION OF STORMWATER FACILITIES SHALL BE SUBMITTED TO THE CITY FOR REVIEW AND APPROVAL 12. ANY AREAS OF EXPOSED SOILS, INCLUDING ROADWA Y EMBANKMENTS, THA T WILL NOT BE DISTURBED FOR TWO DA YS DURING THE WET SEASON (OCTOBER 1ST THROUGH APRIL 307H) OR SEVEN DAYS DURING THE DRY SEASON (MAY 1ST THROUGH SEPTEMBER .307H) SHALL BE /MMED/ATEL Y STABILIZED WITH THE APPROVED ESC COVER METHODS (E. G., SEEDING, MULCHING, PLASTIC COVERING, ETC.) IN CONFORUANCE WITH APPENDIX D OF THE RENTON SWOM. 13. WET SEASON ESC REQUIREMENTS APPL Y TO ALL CONSTRUCTION SITES BETWEEN OCTOBER 1ST AND APRIL 307H, UNLESS OTHERWISE APPROVED BY THE CITY. 14. ANY AREA NEEDING ADDITIONAL ESC MEASURES, NOT REQUIRING IMMEDIATE ATTENTION, SHALL BE ADDRESSED WITHIN SEVEN (7) DA YS. 15. THE ESC BMPS ON INACTIVE SITES SHALL BE INSPECTED AND MAINTAINED AT A MIN/MUM OF ONCE A MONTH OR WITHIN 24 HOURS FOLLOWING A STORM EVENT. INSPECTION AND MAINTENANCE SHALL OCCUR MORE FREQUENTL Y AS REQUIRED BY THE CITY. 16. BEFORE COMMENCEMENT OF ANY CONSTRUCTION ACTIVITY, CATCH BASIN INSERTS PER THE CITY STANDARD PLAN 216.30 SHALL BE PROVIDED FOR ALL STORM DRAIN INLETS DOWNSLOPE AND WITHIN 500 FEET OF A DISTURBED OR CONSTRUCTION AREA, UNLESS THE RUNOFF THAT ENTERS THE INLET WILL BE CONVEYED TO A SEDIMENT POND OR TRAP. ALL CA TCH BASIN INSERTS SHALL BE PERIODICALL Y INSPECTED AND REPLACED AS NECESSARY TO ENSURE FULL Y FUNCTIONING CONDITION. 17. AT NO TIME SHALL SEDIMENT ACCUMULATION EXCEED 2/3 OF THE CAPACITY OF THE CATCH BASIN SUMP. ALL CATCH BASINS AND CONVEYANCE LINES SHALL BE CLEANED PRIOR TO PAVING. THE CLEAN/NG OPERATION SHALL NOT FLUSH SEDIMENT -LADEN WATER INTO THE DOWNSTREAM SYSTEM. 18. ANY PERMANENT STORUWATER FACILITY LOCATION USED AS A TEMPORARY SETTLING BASIN SHALL BE MODIFIED WITH THE NECESSARY ESC BMPS AND SHALL PROVIDE ADEQUATE STORAGE CAPACITY. IF THE TEMPORARY FACILITY /5 TO UL TIMATEL Y FUNCTION AS AN /NFIL TRA TION SYSTEM /N ITS PERMANENT STATE, THE TEMPORARY FACILITY SHALL BE ROUGH GRADED SO THAT THE BOTTOM AND SIDES ARE AT LEAST THREE FEET ABOVE THE FINAL GRADE OF THE PERUANENT FACILITY. 19. AREAS DESIGNATED ON THE PLANS) CONTAINING EX/S7NG 5TORYAATER FACILITIES OR ON -SITE BMPS (AMENDED SOILS, BIORETENTION, PERMEABLE PA VEMENT, ETC.) SHALL BE CLEARL Y FENCED AND PROTECTED USING ESC BMPS TO A VOID SEDIMENTATION AND COMPACTION DURING CONSTRUCTION. 20. PRIOR TO THE BEGINNING OF THE WE SEASON (OCTOBER 1ST), ALL DISTURBED AREAS SHALL BE INSPECTED TO IDENTIFY WHICH ONES SHALL BE SODDED OR SEEDED IN PREPARATION FOR THE WINTER RAINS DISTURBED AREAS SHALL BE SODDED OR SEEDED WITHIN ONE WEEK OF THE BEGINNING OF THE WET SEASON. AN EXHIBIT OF THOSE AREAS TO BE SODDED OR SEEDED AND THOSE AREAS TO REMAIN UNCOVERED SHALL BE SUBMITTED TO THE CITY FOR REVIEW. 21 PRIOR TO FINAL CONSTRUCTION ACCEPTANCE, THE PROJECT SITE SHALL BE STABILIZED TO PREVENT SEDIMENT -LADEN WATER FROM LEAVING THE PROJECT SITE, ALL ESC BMPS SHALL BE REMOVED, AND 5TORYW4TER CONVEYANCE SYSTEMS, FACILITIES, AND ON -SITE BMPS SHALL BE RESTORED TO THEIR FULL Y FUNCTION/NG CONDITION ALL DISTURBED AREAS OF THE PROJECT SITE SHALL BE VEGETATED OR OTHERWISE PERMANENTLY STABILIZED. AT A MIN/MUM, DISTURBED AREAS SHALL BE SODDED OR SEEDED AND MULCHED TO ENSURE THAT SUFFICIENT COVER WILL DEVELOP SHORTL Y AFTER FINAL APPROVAL MULCH WITHOUT SEEDING /5 ADEQUATE FOR AREAS TO BE LANDSCAPED BEFORE OCTOBER 1ST. 22. ROCKERIES ARE CONSIDERED TO BE A METHOD OF BANK STABILIZATION AND EROSION CONTROL ROCKERIES SHALL NOT BE CONSTRUCTED TO SERVE AS RETAINING WALLS. ALL ROCKERIES IN CITY ROAD RIGHTS -OF -WAY SHALL BE CONSTRUCTED IN ACCORDANCE WITH CITY STANDARDS. ROCKERIES OUTSIDE OF ROAD RIGHTS -OF -WAY SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE INTERNATIONAL BUILDING CODE. STORMWA TER POLL UT/ON PREVENT/ON NOTES 1. ANY CHEMICALS STORED IN THE CONSTRUCTION AREAS W/LL CONFORM TO THE APPROPRIATE SOURCE CONTROL BMPS LS/TED IN VOLUME /V OF THE ECOLOGY STORMWATER MANUAL. IN WESTERN WASHINGTON, ALL CHEMICALS SHALL HAVE COVER, CONTAINMENT, AND PROTECTION PROVIDED ON SITE, PER BMP C153 FOR MATER/AL DELIVERY, STORAGE AND CONTAINMENT /N SWUMWW 2014. APPLICATION OF AGRICULTURAL CHEMICALS, INCLUDING FERTILIZERS AND PESTICIDES, SHALL BE CONDUCTED IN A MANNER AND AT APPLICATION RATES THAT W/LL NOT RESUL T /N LOSS OF CHEMICAL TO 5TORMWATER RUNOFF. MANUFACTURERS' RECOMMENDATIONS FOR APPL/CATION PROCEDURES AND RATES SHALL BE FOLLOWED. 2. ALL POLLUTANTS, INCLUDING WASTE MATERIALS AND DEMOLITION DEBRIS, THAT OCCUR ON -SITE DURING CONSTRUCTION SHALL BE HANDLED AND DISPOSED OF IN A MANNER THAT DOES NOT CAUSE CONTAMINATION OF STORMWATER. 3. ALL VEHICLES, EQUIPMENT, AND PETROLEUM PRODUCT STORAGE/DISPENSING AREAS W/LL BE INSPECTED REGULARL Y TO DETECT ANY LEAKS OR SPILLS, AND TO IDENTIFY MAINTENANCE NEEDS TO PREVENT LEAKS OR SPILLS. ON -SITE FUELING TANKS AND PETROLEUM PRODUCT STORAGE CONTAINERS SHALL INCLUDE SECONDARY CONTAINMENT. SP/LL PREVENTION MEASURES, SUCH AS DRIP PANS, W/LL SE USED WHEN CONDUCTING MAINTENANCE AND REPAIR OF VEHICLES OR EQUIPMENT. IN ORDER TO PERFORM EMERGENCY REPAIRS ON SITE, TEMPORARY PLASTIC WILL BE PLACED BENEATH AND, IF RAINING, OVER THE VEHICLE. CON TAMINA TED SURFACES SHALL BE CLEANED IMMED/ATEL Y FOLLOWING ANY DISCHARGE OR SPILL INCIDENT. 4. ANY AND ALL REFUELING W/LL BE PERFORMED ON A CONSTRUCTED ASPHAL T PAD. 5. CONCRETE WASTE SHALL SE HANDLED AS LISTED: A. UNUSED CONCRETE REMAINING IN THE TRUCK AND PUMP SHALL BE RETURNED TO ORIGINATING BATCH PLANT FOR RECYCLING. B. CONCRETE TRUCK CHUTES, PUMPS, INTERNALS, HAND TOOLS INCLUDING, BUT NOT LIMITED TO, SCREEDS, SHOVELS, RAKES, FLOATS, AND TROWELS SHALL BE WASHED OFF ONLY INTO FORMED AREAS AWAITING INSTALLATION OF CONCRETE OR ASPHAL T. C. EQUIPMENT THA T CANNOT BE EAS/L Y MOVED, SUCH AS CONCRETE PA VERS, SHALL ONL Y BE WASHED IN AREAS THA T DO NOT D/RECTL Y DRAIN TO NATURAL OR CONSTRUCTED 5TORYWATER CONVEYANCES D. WHEN NO FORMED AREAS ARE A VA/LABLE, CONCRETE WASTE SHALL BE DISCHARGED TO A PAVED OR LINED SUMP. SEE THESE PLANS FOR L OCA TION OF THE SUMP. WASTE WA TER WITHIN THE SUMP SHALL EITHER BE NEUTRAL/ZED PRIOR TO DISCHARGE TO THE SEDIMENTA TION FACILITY OR DISPOSED OF IN A MANNER THA T DOES NOT VIOLA TE GROUNDWATER OR SURFACE WATER QUALITY STANDARDS. 6. SLURRY, CUTTINGS, AND PROCESS WATER FROM SAWCUTTING AND SURFACING SHALL BE DISCHARGED TO FORMED AREAS AWAITING INS TALLA TION OF CONCRETE OR ASPHAL T OR TO PA VED OR LINED SUMP. 7. IF PH LEVELS ARE ELEVATED, THEN THE FOLLOWING MEASURES WILL BE TAKEN.• A. PREVENT HIGH PH WATER FROM ENTERING STORM SYSTEMS. B. ADJUST OR NEUTRALIZE THE WA TER TO THE RANGE OF 6. 5 TO 8. 5 SU USING APPROPRIA TE TECHNOL 0 G Y SUCH AS CARBON DIOXIDE SPARGING (LIQUID OR DRY ICE) C. WRITTEN APPROVAL WILL BE OBTAINED FROM ECOLOGY PRIOR TO USE OF CHEMICAL TREATMENT OTHER THAN CARBON DIOXIDE SPARGING OR DRY ICE. 9. THE CONTRACTOR SHALL DESIGNATE A PERSON AS THE RESPONSIBLE REPRESENTATIVE /N CHARGE OF EROSION CONTROL AND MAINTENANCE OF ALL EROSION CONTROL AND 5TORMWATER POLLUTION PREVENTION FACILITIES. TEMPORARY COVER 1. FROM MA Y 1 TO SEPTEMBER 30 ANY DISTURBED AREA /N WHICH NO ADD/TIONAL WORK WILL BE PERFORMED W/THIN 7 DAYS SHALL BE PROTECTED BY STRAW MULCH, WOOD FIBER MULCH, COMPOST, PLASTIC SHEETING, CRUSHED ROCK, OR OTHER APPROVED METHODS. 2. PREFERRED MULCH, HA Y, OR STRAW A. DEPTH OF THE APPL/CA TION A MIN/MUM OF 2 INCHES. B. APPLICA TION RA TE 75 TO 100 POUNDS (TWO TO THREE BALES) PER 1, 000 50. FT. 1. 5 TO 2.5 TONS (90 TO 120 BALES) PER ACRES 4. IN AREAS 2-1 OR STEEPER, ALL WINDBLOWN AREA MULCH MAY NEED TO BE ANCHORED DOWN W/TH THE NE -TT/NG, KEPT MOIST, OR BE AN EOUIVALENT APPROVED METHOD. PERMANENT COVER 1. CONSTRUCTION ACCEPTANCE WILL BE SUBJECT TO A WELL ESTABLISHED GROUND COVER THAT WILL FULFILL THE REQUIREMENT OF THE APPROVED CONSTRUCTION PLAN. 2. ALL DISTURBED AREAS, SUCH AS RETENTION FACILITIES, ROADWAY BACKSLOPES, ETC., SHALL BE SEEDED WITH A PERMANENT GROUND COVER OR AS DIRECTED BY CITY INSPECTOR TO MINIMIZE EROSION GRASS WILL BE DONE USING AN APPROVED HYDROSEEDER OR OTHERWISE APPROVED BY ENGINEER. THE FOLLOWING BMPS SHALL APPL Y TO ALL GRADING AND CLEARING ACTIVITY PERFORMED BETWEEN OCTOBER 1 AND MARCH 31: 1. GRADING AND CONSTRUCTION SHALL BE TIMED AND CONDUCTED IN STAGES TO MINIMIZE SOIL EXPOSURE. 2. EXPOSED SOILS SHALL BE COVERED WITHIN 2 DAYS USING DAM MULCH, SOD, HOG FUEL, PLASTIC OR OTHER APPROVED PROTECTED COVER. 3. INSPECT AND MAINTAIN SEDIMENT CONTROL MEASURES DAIL Y. A. REPLACE ANY DAMAGED BMPS AND UPGRADE BASED ON WEATHER CONDITIONS. B. REMOVE SEDIMENT ACCUMULATION ONCE DEPTH EXCEEDS 6 INCHES. 4. INSTALL COIR LOG, ROCK OR STRAW BALE CHECK DAMS EVERY 100 FEET ON CENTER ALONG ALL DRAINAGE INTERCEPTOR DITCHES. 5. EROSION CONTROL MATERIALS ARE TO BE STOCKPILED ON SITE PRIOR TO ANY SITE ACTIVITY. 6. AT STORM EVENT, NO ACTIVITY WILL OCCUR ON SITE, EXCEPT WORK ON EROSION CONTROL. MAINTENANCE 1. MAINTENANCE AND REPAIR OF EACH TEMPORARY AND PERMANENT EROSION AND SEDIMENT CONTROL SUP SHALL BE CONDUCTED AS NEEDED TO ENSURE DESIRED FUNCTION 2. VISUAL MONITORING OF ALL BMPS INSTALLED WILL BE CONDUCTED AT LEAST ONCE EVERY CALENDAR WEEK AND WITHIN 24 HOURS OF ANY STORMWATER OR NON-STORUWA TER DISCHARGE FROM THE SITE. IF THE SITE BECOMES INACTIVE AND IS TEMPORARY STABILIZED, THE INSPECTION FREQUENCY MAY BE REDUCED TO ONCE EVERY CALENDAR MONTH. 3. PERMANENT BMPS INSTALLED FOR THE CONTINUED USE OF STORMWATER CONTROL SHALL BE EXAMINED AND RESTORED TO FULL OPERATING CONDITION. IF SEDIMENT ENTERS THESE BMPS, THE SED/UENT SHALL BE REMOVED. SURVEYED: SCALE: ROBERT WEST HORIZONTAL- r oiss �issi DESIGNED: GINA BROOKS DRAWN: DA VV VAUGHN ONE INCH DATU M CHECKED: AT FULL SCALE GINA BROOKS IF NOT ONE INCH NO. REVISION BY DATE AP P R APPROVED: SCALE ACCORDINGLY GINA BROOKS R_4fjjnz� CITY OF RENTON Planning/Building/Public Works Dept. CONSTRUCTION SEQUENCE O SCHEDULE AND ATTEND A PRE -CONSTRUCTION CONFERENCE WITH THE CITY OF RENTON. 20 FLAG THE L/M/TS OF CLEARING, INSTALL F/L TER FABRIC FENCE WHERE SHOWN ON PLANS. INSTALL EITHER 42" ORANGE SAFETY FENCE OR F/L TER FABRIC FENCE ALONG ALL OTHER LIMITS OF CLEARING WHERE FIL TER FABRIC FENCE /5 NOT DEL/NEA TED. 30 CONSTRUCT THE TEMPORARY ROCK LINED CONSTRUCTION ENTRANCE. 40 INSTALL CA TCH BAS/N INSERTS ON EX/STING CA TCH BASINS AS DESIGNA TED ON SHEET C2. 01 O5 CONTRACTOR SHALL CONTACT THE CITY OF RENTON TO SCHEDULE A SITE INSPECTION. O6 BEGIN CLEARING AND GRADING UNTIL S/TEIS AT SUBGRADE. INSTALL DRYWELL. INSTALL UTILITIES. INSTALL CATCH BASIN INSERTS ON ALL NEWL Y CONSTRUCTED CBS. HYDROSEED AS SOON AS PRACTICAL. DRAINAGE SHALL NOT ENTER DRYWELL UNTIL SITE HAS BEEN STAB/L/ZED. O7 CONSTRUCT BUILDING. O8 STAB/L/ZE ALL AREAS ONCE FINAL GRADES ARE ESTABLISHED BY SUITABLE APPLICATION OF BMPS BY HYDROSEED, SOD, OR SIMILAR METHOD. O9 REMOVE EROSION CONTROL FACILITIES EXCEPT INLET F/L TERS. (ONL Y WHEN APPROVED BY CITY INSPECTOR) 10 PAVE ROADWAYS. INSTALL LANDSCAPING. 11 REMOVE CATCH BAS/N INSERTS WHEN THE POTENTIAL FOR ON -SITE EROSION HAS PASSED. 12 CLEAN STORM SYSTEM PRIOR TO USE. DO NOT FLUSH CLEANING WATER DOWNSTREAM. REMOVE PLUG BETWEEN CB3 AND DRYWELL. 13 TEMPORARY BMP'S CAN BE REMOVED ONL Y AFTER PROJECT IS COMPLETE AND RISK OF SIL T LADEN WA TER LEA VING THE S/TE HAS PASSED OR WITHIN 30 DAYS AFTER FINAL S/TE 5TABLIZATION. WET WEA THER CONSTRUCTION NOTE.- ALL PROJECTS WORKING UNDER A DRY SEASON TESC MANAGEMENT PLAN SHALL BE SUBSTANTIALL Y COMPLETE BY SEPTEMBER 30TH TO A VOID IMPLEMENTA TION OF RA/NY SEASON CONSTRUCTION REQUIREMENTS. PROJECTS THA T WILL NOT BE SUBS TANTIALL Y COMPLETED BY SEPTEMBER 30TH SHALL SUBMIT A SEASONAL SUSPENSION PLAN AND/OR WET WEATHER PLAN PREPARED /N ACCORDANCE W/TH THE GENERAL STANDARDS FOR RAINY SEASON CLEARING / GRADING, FOR APPROVAL BY THE CITY OF RENTON. AN APPROVED PLAN MUST BE AVAILABLE BY SEPTEMBER 1ST. ALLOW 7 WORKING DAYS FOR EACH REVIEW PERIOD. THE APPROVED PLAN MUST BE IMPLEMENTED BY SEPTEMBER 15TH. IF NO PLAN HAS BEEN APPROVED BY SEPTEMBER 1ST, THEN STOP WORK AND SECURE THE SITE AGAINST EROSION, NO FURTHER WORK WILL BE PERMITTED UNTIL MAY 1ST MEN THE DRY SEASON RETURNS. DUST CONTROL WHEN EXPOSED SOIL SURFACES ARE EXPOSED TO THE POINT THAT WIND TRANSPORT IS POSSIBLE, THE EXPOSED SOILS SHALL BE SPRA YED UNTIL WET, BUT RUNOFF SHALL NOT BE GENERA TED BY SPRA PING. DEWA TERING CONTROL CLEAN, NON -TURBID DEWATERING WATER WILL NOT BE ROUTED THROUGH STORMWATER SEDIMENT PONDS, AND IMLL BE DISCHARGED TO SYSTEMS TRIBUTARY TO THE RECE/V/NG WATERS OF THE STATE IN A MANNER THAT DOES NOT CAUSE EROSION, FLOOD/NG, OR A VIOLATION OF STATE WATER QUALITY STANDARDS IN THE RECEIVING WATER. ANY RUNOFF GENERA TED BY DEWA TERING SHALL BE TREA TED BY DISCHARGE THROUGH THE SIL T FENCE. HIGHL Y TURBID DEW,4 TERING WA TER FROM SOILS KNOWN OR SUSPECTED TO BE CON TAMINA TED, OR FROM USE OF CONSTRUCTION EQUIPMENT, WILL REQUIRE ADD/TIONAL MONITORING AND TREA TMENT AS REQUIRED FOR THE SPECIFIC POLL UTANTS BASED ON THE RECEI VING WA TERS INTO WHICH THE DISCHARGE IS OCCURRING. IF DEWA TERING OCCURS FROM AREAS WHERE THE WA TER HAS COME INTO CONTACT W/TH NEW CONCRETE, THE pH OF THE WATER MUST BE MONITORED AND MUST BE NEUTRALIZED PRIOR TO DISCHARGE. SUCH MONITORING /S THE RESPONSIBILITY OF THE CONTRACTOR. A DEWATER/NG PLAN MUST BE SUBMITTED AND APPROVED BY THE CITY OF RENTON PRIOR TO DEW,47ERING ACTIVITIES. GENERAL STOC`(P/LENO TES 1. STOCKPILE AREAS TO BE COVERED WITH PLASTIC WHEN NOT IN USE. PLASTIC COVERING IS TO BE HELD IN PLACE BY A MIN/MUM OF 10 LB. SAND BAGS PLACED EVERY 15 FEET ALONG THE EDGE AND ACROSS THE PILE. STOCKPILE HEIGHT NOT TO EXCEED 8 FEET. 2. STORAGE OF CONSTRUCTION MATERIALS AND WASTES WILL BE STORED WITHIN THE DESIGNATED STOCKPILE AREAS. THIS T.E.S.C. PLANAPPLIES TO THE DRYSEA SON ONL Y. CIVIL ENGINEERING Pz LANDSCAPE ARCHITECTURE W PLANNING DESIGN SURVEYING "11111I c4w �O W CORE JOB NO 18227 V 12100 NE 195th St, Suite 300 Bothell, Washington 98017 425.885.7877 W 2/3/23 (DESIGN ONL`r) Q IN COMPLIANCE WITH CITY OF RENTON STANDARDS Q v rW^ 1 ;, DATE: KIDDIE RESEARCH DA YCARE CENTER MAR. 2020 %4% 3123 NE SUNSET BL VD nELDBOOK: RENTON, WA 98056 PAGE: O DRAWING NO: C2.31 EROSION AND SEDIMENT CONTROL NOTES SHEEP: 5 OF: 21 DocuSign Envelope ID: 6EECF5B6-602A-4E4A-B436-A317AA638878 2"x2" 14 GAUGE WIRE, OR EQUIVALENT, IF STANDARD STRENGTH FABRIC USED FILTER FABRIC 2' MIN. —may 6'MAX.I I 12"M11\. POST TO 8' SPACING F WIRE BACKING IS USED INCREASED 4"x4" MIN. TRENCH I I� BACKFILL TRENCH WITH NATIVE SOIL OR 3/4" TO 1-1/2" WASHED GRAVEL 2"x4" WOOD POSTS, STEEL FENCE POSTS, OR EQUIVALENT (TYP.) NOTES: 1. CONDITIONS OF USE 1.1. SILT FENCE MAY BE USED DOWNSLOPE OF ALL DISTURBED AREAS. 1.2. SILT FENCE IS NOT INTENDED TO TREAT CONCENTRATED FLOWS, NOR IS IT INTENDED TO TREAT SUBSTANTIAL AMOUNTS OF OVERLAND FLOW. ANY CONCENTRATED FLOW MUST BE CONVEYED THROUGH THE DRAINAGE SYSTEM TO A SEDIMENT TRAP OR POND. 2. DESIGN AND INSTALLATION SPECIFICATIONS 2.1. THE GEOTEXTILE USED MUST MEET THE STANDARD LISTED BELLOW. A COPY OF THE MANUFACTURER'S FABRIC SPECIFICATIONS MUST BE AVAILABLE ON SITE. ADS (ASTM D4751) 30-100 SIEVE SIZE (0.60-0.15mm) FOR SILT FILM 50-100 SIEVE SIZE (0.30-0.15mm) FOR OTHER FABRICS WATER PERMITTIVITY (ASTM D4491) 0.02 SEC-' MINIMUM GRAB TENSILE STRENGTH (ASTM D4632) 180 LBS. MIN. FOR EXTRA STRENGTH FABRIC 100 LBS, MIN. FOR STANDARD STRENGTH FABRIC GRAB TENSILE ELONGATION (ASTM D4632) 30% MAX. (WOVEN) ULTRAVIOLET RESISTANCE (ASTM D4355) 70% MIN. 2.2. STANDARD STRENGTH FABRIC REQUIRED REQUIRES WIRE BACKING TO INCREASE THE STRENGTH OF THE FENCE. WIRE BACKING OR CLOSER POST SPACING MAY BE RE Q Q FOR EXTRA STRENGTH FABRIC IF FIELD PERFORMANCE WARRANTS A STRONGER FENCE. 2.3. WHERE THE FENCE IS INSTALLED, THE SLOPE SHALL NOT BE STEEPER THAN 2HA V 2.4. IF A TYPICAL SILT FENCE IS USED, THE STANDARD 4"X4" TRENCH MAY BE REDUCED AS LONG AS THE BOTTOM 8 INCHES OF THE SILT FENCE FABRIC IS WELL BURIED AND SECURE IN A TRENCH THAT STABILIZES THE FENCE AND DOES NOT ALLOW WATER TO BYPASS OR UNDERMINE THE SILT FENCE. 2.5. FILTER FABRIC FENCES SHALL BE INSTALLED ALONG CONTOURS WHENEVER POSSIBLE. 3. MAINTENANCE STANDARDS 3.1. ANY DAMAGE SHALL BE REPAIRED IMMEDIATELY. 3.2. IF CONCENTRATED FLOWS ARE EVIDENT UPHILL OF THE FENCE, THEY MUST BE INTERCEPTED AND CONVEYED TO A SEDIMENT TRAP OR POND. 3.3. IT IS IMPORTANT TO CHECK THE UPHILL SIDE OF THE FENCE FOR SIGNS OF THE FENCE CLOGGING AND ACTING AS A BARRIER TO FLOW AND THEN CAUSING CHANNELIZATION OF FLOWS PARALLEL TO THE FENCE. IF THIS OCCURS, REPLACE THE FENCE OR REMOVE THE TRAPPED SEDIMENT. 3.4. SEDIMENT MUST BE REMOVED WHEN SEDIMENT IS 6 INCHES HIGH. 3.5. IF THE FILTER FABRIC (GEOTEXTILE) HAS DETERIORATED DUE TO ULTRAVIOLET BREAKDOWN, IT SHALL BE REPLACED. UNLESS OTHERWISE NOTED, DRAWING IS NOT TO SCALE (NTS) STD. PLAN - 214.00 Ar • PUBLIC WORKS SILT FENCE [PROVED: 9/28/2018 1 ;„ DEPARTMENT GAZ P"bim work: gd—inr=ter DATE ti N QQ :45 AP DocuSign Envelope ID: 6EECF5B6-602A-4E4A-B436-A317AA638878 R=25'MIN. INSTALL DRIVEWAY CULVERT IF THERE IS A ROADSIDE DITCH PRESENT, AS PER CITY ROAD STANDARDS EX�S�\NO�,OPO 4"-8" QUARRY SPALLS GEOTEXTILE 12" MIN. THICKNESS CONSTRUCTION ENTRANCE NOTES: 1. DRIVEWAYS SHALL BE PAVED TO THE EDGE OF THE RIGHT-OF-WAY RI PRIOR TO INSTALLATION OF THE CONSTRUCTION ENTRANCE TO AVOID DAMAGING OF THE ROADWAY. 2. IT IS RECOMMENDED THAT THE \ ENTRANCE BE CROWNED SO THAT RUNOFF DRAINS OFF THE PAD 100' MIN. 15' MIN. PROVIDE FULL WIDTH OF INGRESS/EGRESS AREA NOTES: 1. CONDITION OF USE 1.1. CONSTRUCTION ENTRANCE SHALL BE STABILIZED WHEREVER TRAFFIC WILL BE LEAVING A CONSTRUCTION SITE AND TRAVELING ON PAVED ROADS OR OTHER PAVED AREAS WITHIN 1,000 FEET OF THE SITE. 1.2. FOR RESIDENTIAL CONSTRUCTION PROVIDE STABILIZED CONSTRUCTION ENTRANCES FOR EACH RESIDENCE IN ADDITION TO THE MAIN SUBDIVISION ENTRANCE. STABILIZED SURFACES SHALL BE OF SUFFICIENT LENGTHAMDTH TO PROVIDE VEHICLE ACCESS/PARKING, BASED ON LOT SIZE/CONFIGURATION. 2. DESIGN AND INSTALLATION SPECIFICATIONS 2.1. A SEPARATION GEOTEXTILE SHALL BE PLACED UNDER THE SPALLS TO PREVENT FINE SEDIMENT FROM PUMPING UP INTO THE ROCK PAD. THE GEOTEXTILE SHALL MEET THE FOLLOWING STANDARDS: GRAB TENSILE STRENGTH (ASTM D4632) 200 LBS. MIN. GRAB TENSILE ELONGATION (ASTM D4632) 30 % MAX. (WOVEN) CBR PUNCTURE STRENGTH (ASTM D6241) 495 LBS. MIN. ADS (ASTM D4751) 20-45 (U.S. STANDARD SIEVE SIZE) 2.2. DO NOT USE CRUSHED CONCRETE, CEMENT, OR CALCIUM CHLORIDE FOR CONSTRUCTION ENTRANCE STABILIZATION BECAUSE THESE PRODUCTS RAISE PH LEVELS IN STORMWATER AND CONCRETE DISCHARGE TO SURFACE WATERS OF THE STATE IS PROHIBITED. 2.3. HOG FUEL WOOD BASED MULCH MAY BE SUBSTITUTED FOR OR COMBINED WITH QUARRY SPALLS IN AREAS THAT WILL NOT BE USED FOR PERMANENT ROADS. HOG FUEL IS NOT RECOMMENDED FOR ENTRANCE STABILIZATION IN URBAN AREAS. THE INSPECTOR MAY AT ANY TIME REQUIRE THE USE OF QUARRY SPALLS IF THE HOG FUEL IS NOT PREVENTING SEDIMENT FROM BEING TRACKED ONTO PAVEMENT OR IF THE HOG FUEL IS BEING CARRIED ONTO PAVEMENT. 2.4. FENCING SHALL BE INSTALLED AS NECESSARY TO RESTRICT TRAFFIC TO THE CONSTRUCTION ENTRANCE. 2.5. WHENEVER POSSIBLE, THE ENTRANCE SHALL BE CONSTRUCTED ON A FIRM, COMPACTED SUBGRADE. THIS CAN SUBSTANTIALLY INCREASE THE EFFECTIVENESS OF THE PAD AND REDUCE THE NEED FOR MAINTENANCE. 3. MAINTENANCE STANDARDS 3.1. QUARRY SPALLS SHALL BE ADDED IF THE PAD IS NO LONGER IN ACCORDANCE WITH THE SPECIFICATIONS. 3.2. IF THE ENTRANCE IS NOT PREVENTING SEDIMENT FROM BEING TRACKED ONTO PAVEMENT, THEN ALTERNATIVE MEASURES TO KEEP THE STREETS FREE OF SEDIMENT SHALL BE USED. THIS MAY INCLUDE STREET SWEEPING, AN INCREASE IN THE DIMENSIONS OF THE ENTRANCE, OR THE INSTALLATION OF A WHEEL WASH. IF WASHING IS USED, IT SHALL BE DONE ON AN AREA COVERED WITH CRUSHED ROCK, AND WASH WATER SHALL DRAIN TO A SEDIMENT TRAP OR POND. 3.3. ANY SEDIMENT THAT IS TRACKED ONTO PAVEMENT SHALL BE REMOVED IMMEDIATELY BY SWEEPING. THE SEDIMENT COLLECTED BY SWEEPING SHALL BE REMOVED OR STABILIZED ON SITE. THE PAVEMENT SHALL NOT BE CLEANED BY WASHING DOWN THE STREET, EXCEPT WHEN SWEEPING IS INEFFECTIVE AND THERE IS A THREAT TO PUBLIC SAFETY. IF IT IS NECESSARY TO WASH THE STREETS, A SMALL SUMP MUST BE CONSTRUCTED. THE SEDIMENT WOULD THEN BE WASHED INTO THE SUMP WHERE IT CAN BE CONTROLLED AND DISCHARGED APPROPRIATELY. WASH WATER MUST BE PUMPED BACK ONTO THE SITE AND CANNOT DISCHARGE TO SYSTEMS TRIBUTARY TO SURFACE WATERS. 3.4. ANY QUARRY SPALLS THAT ARE LOOSENED FROM THE PAD AND END UP ON THE ROADWAY SHALL BE REMOVED IMMEDIATELY. 3.5. IF VEHICLES ARE ENTERING OR EXITING THE SITES AT POINTS OTHER THAN THE CONSTRUCTION ENTRANCE(S), FENCING SHALL BE INSTALLED TO CONTROL TRAFFIC. UNLESS OTHERWISE NOTED, DRAWING 15 NOT TO SCALE (NTS) STD. PLAN - 215.10 PUBLIC WORKS PPROVED: VDEPARTMENT STABILIZED CONSTRUCTION ENTRANCE GAZ 9/28/2018 1 Public Workz gdmlMSRator DATE :45 Al DocuSign Envelope ID: 6EECF5B6-602A-4E4A-B436-A317AA638878 5" MAX. DRAINAGE GRATE TRIM GRATE FRAME _ C_ OVERFLOW BYPASS a BELOW INLET GRATE DEVICE SEDIMENT AND DEBRIS Ate• FILTERED WATER SECTION VIEW DRAINAGE GRATE (RECTANGULAR GRATE SHOWN) RETRIEVAL SYSTEM (TYP.) OVERFLOW BYPASS (TYP.) BELOW INLET GRATE DEVICE ISOMETRIC VIEW NOTES: 1. PROTECTION SHALL BE PROVIDED FOR ALL STORM DRAIN INLETS DOWNSLOPE AND WITHIN 500 FEET OF A DISTURBED OR CONSTRUCTION AREA, UNLESS THE RUNOFF THAT ENTERS THE CATCH BASIN WILL BE CONVEYED TO A SEDIMENT POND OR TRAP. 2. INLET PROTECTION SHALL BE USED TO PROTECT THE DRAINAGE SYSTEM. 3. THE CONTRIBUTING DRAINAGE AREA MUST NOT BE LARGER THAN ONE ACRE. 4. SIZE THE BELOW INLET GRATE DEVICE (BIGD) FOR THE STORMWATER STRUCTURE IT WILL SERVICE. 5. THE BIGD SHALL HAVE A BUILT-IN HIGH -FLOW RELIEF SYSTEM (OVERFLOW BYPASS). 6. THE RETRIEVAL SYSTEM MUST ALLOW REMOVAL OF THE BIGD WITHOUT SPILLING THE COLLECTED MATERIAL. 7. PERFORM MAINTENANCE IN ACCORDANCE WITH STANDARD SPECIFICATION 8-01.3(15). 8. ANY SEDIMENT IN THE CATCH BASIN INSERT SHALL BE REMOVED WHEN THE SEDIMENT HAS FILLED ONE-THIRD OF THE AVAILABLE STORAGE. THE FILTER MEDIA FOR THE INSERT SHALL BE CLEANED OR REPLACED AT LEAST MONTHLY. UNLESS OTHERWISE NOTED, DRAWING IS NOT TO SCALE (NTS) PUBLIC WORKS STD. PLAN - 216.30 •• JAPPRMED: ' DEPARTMENT CATCH BASIN INSERT GAZ 9/28/2018 1 PubkcW ,ksgdmNlsR DATE :45 X IINU 1 KLL -INUOUS CHAINLINK ING S AT MAX. 8' O.C. TREE DRIPLINE /I NOTE: 1. MINIMUM FIVE (5) FOOT HIGH TEMPORARY CHAINLINK FENCE SHALL BE PLACED AT THE TREE DRIPLINE OR DESIGNATED LIMIT OF DISTURBANCE OF THE TREE TO BE SAVED. FENCE SHALL COMPLETELY ENCIRCLE TREE(S). INSTALL FENCE POSTS USING PIER BLOCK ONLY. MODIFICATIONS TO FENCING MATERIAL AND LOCATION MUST BE APPROVED BY PLANNING OFFICIAL. 2. TREATMENT OF EXPOSED ROOTS DURING CONSTRUCTION: FOR ROOTS OVER ONE (1) INCH DIAMETER DAMAGED DURING CONSTRUCTION, MAKE A CLEAN STRAIGHT CUT TO REMOVE THE DAMAGED PORTION OF ROOT. ALL EXPOSED ROOTS SHALL BE TEMPORARILY COVERED WITH DAMP BURLAP TO PREVENT DRYING, AND COVERED WITH SOIL AS SOON AS POSSIBLE. 3. NO STOCKPILING OF MATERIALS, VEHICULAR TRAFFIC, OR STORAGE OF EQUIPMENT OR MACHINERY SHALL BE ALLOWED WITHIN THE LIMIT OF THE FENCING. FENCING SHALL NOT BE MOVED OR REMOVED UNLESS APPROVED BY THE CITY PLANNING OFFICIAL. WORK WITHIN THE PROTECTION FENCE SHALL BE DONE MANUALLY UNDER THE SUPERVISION OF AN ON -SITE ARBORIST AND WITH PRIOR APPROVAL BY THE CITY PLANNING OFFICIAL. TREE PROTECT/ON FENCING DETAIL NOT TO SCALE CIVIL ENGINEERING Pz LANDSCAPE ARCHITECTURE W PLANNING DESIGN SURVEYING "111111i c4w �O W CORE JOB NO 18227 V 12100 NE 195th St, Suite 300 Bothell, Washington 98017 425.885.7877 W 2/3/23 (DESIGN ONL`r) Q IN COMPLIANCE WITH CITY OF RENTON STANDARDS R-411106 SURVEYED: SCALE: ROSERT WEST HORIZONTAL- r o 198 /11991 DESIGNED: + CITY OF GINA BROOKS DRAWN: RENTON DA AID VAUGHN ONE INCH DATU M CHECKED: AT FULL SCALE Planning/Building/Public Works Dept. GINA BROOKS IF NOT ONE INCH NO. REVISION BY DATE APPR APPROVED: SCALE ACCORDINGLY GINA BROOKS v o� W DATE: `(IDDIERESEARCH DAYCARE CENTER MAR. 2020 J123 NE SUNSET SL VD nELDBOOK: \ RENTON, WA 98056 PAGE: O DRAWING NO: C2.32 EROSION AND SEDIMENT CONTROL DETAILS SHEET: 6 oF: 21 W v NZ VERT/CAL DATUM NA VD 88 BENCHMARK FOUND MONUMENT A T NE 12TH ST AND MONROE A VE NE. CITY OF RENTON 11843 ELEVATION = 425.16 BASIS OFSEA RINGS N88 54'30 "W BETWEEN CITY OF RENTON MONUMENTS 1843 AND 0057. r'/A11nL1 I'n Al1r' An 2" HOT MIX ASPHAL T (HMA) CLASS 1/2" PG 64-22 4" ATB - 6" CSBC SUITABLE SUBGRADE COMPACTED TO 959 OF MAX. DRY DENSITY. ONS/TEASPHAL T PA VEMENT SURFACING SECT/ON NO SCALE 6"BRUSHED CONCRETE 4" CSBC - SUITABLE SUBGRADE COMPACTED TO 959 OF MAX. DRY DENSITY. ONSI TE CONCRETE PA VEMENT SURFACING SECTION NO SCALE 1-112"CSTC-.':.. ' 2-1/2"CSBC GRAVEL i SURFA CING SECT/ON NO SCALE 12" 12" 29 29 CONCRETE a a a a a NOTES 1. FORMS SHALL BE STEEL AND SET TRUE TO L/NE AND GRADE. 2. BASE COURSE SHALL BE 4" OF 518" MINUS CRUSHED ROCK. 3. CONCRETE SHALL BE CEMENT CONCRETE CLASS 4000. 4. BROOM FINISH ONL Y. CONCRETE VALLEY GUTTER NO SCALE I I EXI577NG GROUND \ / / CONTOUR (TYP) 00 EX TREE M TOREMAIN I PAVEMENT 'RIDGE" ALONG ROOF EDGE TRAFFIC CURB AND GUTTER PER C. 0. R. STD PLAN 101 SCALE: 1" = 20' 0 10 20 40 371.59LOPT PROPOSED ROAD AND GRADING LEGEND :LLC 371.97 FINISH GROUND -390- EX CONTOUR MAJR 371.62 372.0 CONTOUR (TYP) - - -392- - EX CONTOUR MINR / =31.9 372.09 37 �86 371.60 I'V 372.01 371.92 / 390 PROP CONTOUR MA✓R /2 MA_ 371.86 L 0 PT / 392 PROP CONTOUR MINR 37216 36900------C--- -- --- - - -� 7215 371.98 / I SEE ONSITECONCRETE PAVEMEN T 368.93�6�� CD d': 372.22 �73�04 71.98 / / / / SURFACING SECTION, THIS SHEET TRENCH RESTORATION �68 �� 372.27 373.09 373.30 / / SEE ONSITE AS PER T PAVEMENT PER C.O.R. STD PLAN / , :: :; .:., ',; : ; l . ,.:::. ;y ;71•4..: / G ^ SURFACING SECTION, THIS SHEET 110.1 (TYPJ10::" i\' �... •. .t •• •• '1•. " • • l /fit �. .. < 'V •• I :: a " • •.. %� ' 3i�2.1.' S ..., .�' SEE GRA VEL SURFACING SECTION, 'e a� • - - - THIS SHEET I 14.4' W/DE SAWCUT / I 368.88 TRENCH R 3�ORAT/ON PER y �16 373.18 l BRICK OR CONCRETE PAVEMENT FOR 3.5' WIDE 368.81 I 373.06 / TRENCH WIDTH ,� _ - - 368.64 C.O.R. STD PLAN 110 (TYPE Y71.75 X�----�---- - - - - _------ 372.38 // BUILDING �� / PROPOSED 20' W/DE TYPE C26 DRIVEWAY N 252+00 �- - 253I 00 - I - LUMINA IRE (TYP) - 254+00 PER C.O.R. STD PLAN 104.4 / PLANTER REPLACE ANY REMOVED \ NE 12TH STREET DAMAGED PANELS BETWEEN 7' WIDE SA APPROX EX EX CURB AND GUTTER IN SIDEWALK CONNECTION & FOR 3' WIDE LANE EDGE PLACE PER C.O.R. STD EDGE OF RAMP SHALL BE .36 TRENCH�TH (TYP) 3�2� \3�¢� �� SOIL AMENDMENT / PLANS 101 & 103 REPLACED e� SOIL AMENDMENT SHALL BE INCORPORATED FOR ALL DISTURBED \ AREAS NOT COVERED WITH HARD SURFACES, PER C.O.R. STD PLAN 264.00. 7 / SEE NE 12TH STREET ASBUIL T NOTE.- CFT'T/nA/ TN/S' gNFFT ROW 0 10' ROW DED/CAT/ON 8' 2' SIDEWALK NEW 8' CONC. SIDEWALK PER C. O.R. STD PLAN 102 REPLACE EXISTING CURB AND GUTTER /N PLACE PER C. O.R. STD PLANS 101 & 103 REMOVE EXISTING 8' CONC. SIDEWALK REPLACE WITH 8' PLANTER NE 12TH STREET SECT/ON NO SCALE SURVEYED: SCALE: VERnCAL: NAVD 1988 ROBERT WEST ,>_20, HORIZONTAL- NAD 1983/1991 DESIGNED: GINA BROOKS DRAWN: DA VID VAUGHN ONE INCH DATU M CHECKED: AT FULL SCALE GINA BROOKS IF NOT ONE INCH NO. REVISION BY DATE AP P R APPROVED: SCALE ACCORDINGLY GINA BROOKS ALL INFRASTRUCTURE APPURTENANCES ASBUIL T ARE 1016A TED WITH DESIGN INFORMATION LINED OUT AND AD✓ACENT ASBUILT INFORMATION ADDED. ITEMS NOTED AS A. " WERE NOT ASBUIL T. R• BR �� \�P•oF••••y� CIVIL ENGINEERING QZ LANDSCAPE ARCHITECTURE W t Z• PLANNING ' PF 36478 0, DESIGN SURVEYING W .� �VSTRUCTION RECORD FS STEg�:G��`� CORE JOB N0. 18227 V S/ONAL EN 12100 NE 195th St, Suite 300 Bothell, Washington 98017 425.885.7877 W )NSTRUCDRA WID DRAWING /S A COPY 2/3/23 (DESIGN ONL`r') k TION Q FE APPROVED CONSTRUCTION DRAWIN COMPLIANCE WITH CITY OF RENTON STANDARDS V REPARED BY CORE DESIGN, INC. ANDD :N EDITED TO REFLECT ASBUIL T CONDITIONS. Q ATION PROVIDED ON THESE RECORD DRAWINGS Q 9/NATION OF FIELD SURVEY INFORMATION AND DOCUMENTED FIELD REVISIONS. v o� R-411107 rW 1 ;, �� DAM CITY OF KIDDIE RESEARCH DA YCARE CENTER MAR. 2020 L1 1 * 3123 NE SUNSET &VD nELDBOOK: RENTON RENTON, WA 98056 PAGE: O ` DRAWING NO: Planning/Building/Public Works Dept. C3.01 O ROAD AND GRADING PLAN SHEEP: 7 OF: 21 H H O O W v NZ 0 SO FACE OF CURB 6 12"_ 5 1/2" 1" 1"R 1 24 1 TOP OF �n 1/2" R. ROADWAY t J (V 1 r 1 CEMENT CONCRETE TRAFFIC CURB AND GUTTER FACE OF ADJACENT CURB - 6 1/2"-- FLUSH WITH GUTTER PAN AT SIDEWALK RAMP ENTRANCE 1 :12 1:24 TOP OF 1n"R. ROADWAY 1 DEPRESSED CURB SECTION AT SIDEWALK RAMPS 3/8" _ 6" CEMENT CONCRETE 12" R. 1" R SIDEWALK RAMP VARIES OR LANDING FROM 1 6"TOO ' 6" 1 3/8• PREMOLDED JOINT FILLER CEMENT CONCRETE PEDESTRIAN CURB AT SIDEWALK RAMPS AND LANDINGS FACE OF ADJACENT CURB 612" SEE DEPRESSED CURB DETAIL THIS SHEET 1:24 TOP OF ( 1 1• 12" R. ROADWAY 2" / 1 1 �1 1 - 6" DEPRESSED CURB SECTION AT RESIDENTIAL DRIVEWAYS ONLY. FOR COMMERCIAL DRIVEWAYS SEE STD PLAN 104.2 FACE OF CURB I FACE OF ADJACENT CURB ,' pl,►'�B"• • GUTTER SURFACE PREMOLDED \ JOINT FILLER E FULL -DEPTH I" R. EXPANSION JOINT 1" R. _ 6112"` s 1n•_ r 1/2"R. 1 • R. 1 L • � TOP OF ROADWAY t, I CEMENT CONCRETE TRAFFIC CURB DEPRESSED CURB DETAIL AT RESIDENTIAL OR COMMERCIAL DRIVEWAYS, AND ALLEYS GENERAL NOTES: 1. See standard plans 102 and 101.1 for curb expansion and contraction joint spacing. 2. Expansion joint shall be full depth, 3/8" (in.) premolded joint filler. 3. For Depressed Monolithic Driveway Curb & Gutter Section, see Standard Plan 104.2 STD. PLAN - 101 IL e PUBLIC WORKS CEMENT CONCRETE CURBS DEPARTMENT " 1' 1' VARIES 1 1' MIN MIN � MIN I MIN SPECIAL NOTE:+ 7 IN THE EVENT TRANSVERSE PATCHES EXIST WITHIN THE AFFECTED STREET, THE LENGTH I OF THE PATCH SHALL BE EXTENDED TO ' INCLUDE ANY EXISTING PATCH WITHIN 10 I FEET OF THE EDGE OF THE PATCH REQUIRED i I �t�� FOR THE NEW CROSSING AND ANY --I. f 1..1 SUBSEQUENT PATCH EDGE WITHIN 10 FEET p f OF THE EDGE OF THE SECOND PATCH AND I SO ON UP TO A TOTAL OF 300 FEET. C•.,, ` FACE OF GUTTER OR EDGE OF PAVEMENT TRAFFIC FLOW 2" HMA I i T CENTER LINE OR I 1 LANE LINE 2" TO 8" HMA 6.5' MIN. 2" DEPTH OF PLANING OR SAWCUT AND REMOVE VARIES: 6.5' MIN. DEPTH OF EXISTING PAVEMENT MIN I MIN VARIES MIN I MIN 2" SAWCUT AND REMOVE OR PLANE, SEAL WITH - 2" - 6" MIN. HMA (SEE NOTE 2) AR-4000W (EACH SIDE) 6" CRUSHED SURFACING TOP COURSE (CSTC) 2" HMA (9-03.9(3)) PER WSDOT STANDARD SPECIFICATIONS, COMPACTED TO 95% MODIFIED PROCTOR, SAWCUT AFTER BACKFILL (EACH SIDE) - CSTC, BANK RUN GRAVEL FOR TRENCH BACKFILL (9-03.19), GRAVEL BORROW (9-03.14(i)) PER WSDOT STANDARD SPECIFICATIONS OR NATIVE MATERIAL IF APPROVED IN WRITING BY ENGINEER BASED ON GEOTECH REPORT, COMPACTED TO 95% - \\ MODIFIED PROCTOR. W1DTH OF TRENCH AS REQUIRED BY SIZE OF PROPOSED IMPROVEMENT (SEE STANDARD SPECIFICATION 2-09.4) PLUS AN ALLOWANCEE FOR FOR ANY SHORING. SHORING, IF PIPE ZONE BEDDING. MATERIAL- SEE STANDARD NEEDED, SHALL MEET THE REQUIREMENTS OF WSDOT PLAN 110.1. STANDARD SPECIFICATION 7-08.3(1)B TRENCH WIDTH FOR NOTES, SEE STANDARD PLAN 110.1 TYPICAL TRANSVERSE PATCH FOR' PLAN - 110 PUBLIC WORKS FLEXIBLE PAVEMENT OR RIGID PR 'E;D DEPARTMENT PAVEMENT WITH OVERLAY /D s' RAISED EDGE DETAIL 1'-0' 6 SIDEWALK LEVEL 12' R I EXTEND SIDEWALK TRANSVERSE JOINTS TO INCLUDE ROUSED EDGE V-D' V-0• 3/8- ON) PREMOLDEDJOINT FILLER TYPICAL WHERE APPLICABLE (IN) e ROU DING 220% 1 MrIN R (IN) (TYP) FOR CURB DETAILS ► • • , a 1.5% _ SEE STD PLAN 101 1'(IN)R. �1••► W.41 •" • A; ,•• _sa • .S•• .•. " _ •• • STING ROADWAY } CRUSHED ROCK HAS • SEE RAISED EDGE I - V 0- SIDEWALK DETAIL - THIS SHE `TYPICAL UNDER SIDEWALK CRUSHED SURFACING TOP COURSE(CSTC) COMPACT TO 95% MODIFIED PROCTO R ALL T CU SLOPES] L,,N 1;2(IN) R. (TYP.) ' WITH RAISED EDGE (UNLESS REQUIREMENT WAVED BY ENGINEER) TYPICAL UNDER ALL CURB, GUTTER & SIDEWALK CSTC UNDER FOR CURB DETAILS CURB&GUTTER TO BE 6'THICKNESS OR Oa ��- SEE STO PLAN 101 MATCH FJOSTINO ROADWAY CRUSHED ROCK BASE, WHICHEVER IS GREATER (TYP. FOR H _ 14 , -f�t(F3L , ••• •.• ,.J ALL CURB & GUTTER). .. FINISHED GRADE I'(IN) BELOW SURFACE 2'-Er I TOP OF CONCRETE SIDEWALK ADJACENT TO CURB 1' MIN. ROU DING 112' (IN) R. (TYP.) _2.0% I 6 1.5% FOR CURB DETAILS SEE STD PLAN 101 �y •� , BRIDGE OR PEDESTRIAN RAILING 4Y�`� ADJACENT TO CURB BARRIER -SEE FOR CURB DETAILS StDEWAX SEE STD PLAN 101 (STEEP FILL SLOPES) CONTRACT PLANS ALL OR BARRIER 1 I 12• (IN) R. / I SIDEWALK FLUSH 15% 12- N) R. VERTICAL WALL - SEE DETAIL : �• 3W (IN)PREMOLDED JOINT FILLER , ADJACENT TO CURB AND RAILING OR WALL a (IN) PREMOLDED JOINT FILLER FOR SIDE TREATMENT SIDEWALK BUFFER STRIP SIDEWALK ADJACENT TO WALL DETAIL SIDEWAIJ< (SEE NOTE 10) SECTIONS 12' (IN) R 1 RW) 1.5%MIN. FOR CURB DETAILS SEE STD PLAN 101 1 •.. ;wr.: iBROOMED FINOR MATCH EXISTING /X ,L /1 4-WIDE,SMOOTH TROWELED PERIMETER FINISHED GRADE 1' (IN) BELOW TOP OF CONCRETE SURFACE FOR PLANTING -FLUSH IF PAVED 0 �• ADJACENT TO BUFFER STRIP 10' �" 5, !J'' 11 0C © ~ CEMENT CONCRETE CURB (CURB AND GUTTER SHOWN) FOR CURB DETAILS SEE STD PLAN 101 5, .0" i OF TO 114' NOTES 1. Four feet of the sidewalk width shall / CONTRACTION JOINT be the minimumpedestrian• ' • tb �\ IN SIDEWALK ONLY ►1• accessible route (PAw, free of verticaand l , ► •� ?• ro •: Accesszontal vers,JsWtionBctio Gratings, ►•••• R ••• Access Covers, Junction Boxes, FULLAND S DEEXPANSIONLK(SE JOINT IN BOTH Cable Vaults, Pull Boxes and other CURB AND SIDEWALK (SEE 5T0 PUN ID3.1) appurtenances within the sidewalk S/�F� - are' C CONTRACTION JOINT must be flush with surface, and match a� grade of the sidewalk. JOINT AND FINISH DETAIL • 2. Monolithic Cement Concrete Curb and •• • •• ' I �2 0 Sidewalk Is not permitted In new For other referenced NOTES see • R , construction. When replacement work STD PLAN 104.2. necessitates a Monolithic Cement Concrete Curb build per WSDOT PREMOLD Standard Plan F-30.10-03. Paved surfaces must comply with JOINT FILLERE FULL -DEPTH 3. Concrete to be 4,000 PSI. STD PLAN 102.1 as applicable. EXPANSION JOINT SM PUBLIC WORKS CEMENT CONCRETE • PLAN - 102 DEPARTMENT SIDEWALK aI�PI R(1"rEP 1 VARIES: 4.5' MIN. LANE LINE MARKING SAWCUT AFTER BACKFILL DEPTH OF EXISTING PAVEMENT 2" - 6" HMA (SEE NOTE 2) LTI 1 EDGE OF PAVEMENT, EDGE OF CURB & GUTTER, OR MIN. MIN. CENTER OF LANE MARKING 2" HMA (SEE NOTE 2) 6" CRUSHED SURFACING TOP COURSE (CSTC) (9-03.9(3)) PER WSDOT STANDARD 2" SAWCUT AND REMOVE SPECIFICATIONS, COMPACTED TO 95% OR PLANE, SEAL WITH MODIFIED PROCTOR AR-4000W CSTC, BANK RUN GRAVEL FOR TRENCH BACKFILL (9-03.19). GRAVEL BORROW (9-03.14(1)) PER WSDOT STANDARD SPECIFICATIONS OR NATIVE MATERIAL IF APPROVED IN WRITING BY ENGINEER BASED ON GEOTECH REPORT, COMPACTED TO WIDTH OF TRENCH AS REQUIRED BY SIZE OF 95% MODIFIED PROCTOR. PROPOSED IMPROVEMENT (SEE WSDOT STANDARD SPECIFICATION 2-09.4) PLUS AN PIPE ZONE BEDDING MATERIAL AND COMPACTION AS ALLOWANCE FOR ANY SHORING. SHORING, IF REQUIRED BY THE WSDOT STANDARD SPECIFICATIONS NEEDED, SHALL MEET THE REQUIREMENTS OF FOR THE TYPE OF IMPROVEMENT INSTALLED, EXCEPT: WSDOT STANDARD SPECIFICATION 7-08.3(1)B * FOR STORM AND WATER PIPE, PER STD PLAN 220.0 F-� * FOR SANITARY SEWER, PER STD PLAN 405 TRENCH WIDTH * FOR JOINT UTILITY TRENCH, SAND WITH 95% PASSING A #4 SIEVE AND LESS THAN 5% PASSING A #200 SIEVE NOTES: 1. WHEN EXISTING PAVEMENT IN A LANE REQUIRING A FULL WIDTH REPLACEMENT IS BROKEN OR DETERIORATED TO A PAVEMENT CONDITION INDEX RATING OF 70 OR LESS, THE EXISTING PAVEMENT IN THAT LANE, AND FOR THAT DISTANCE SO CLASSIFIED, SHALL BE REMOVED AND REPLACED WITH HMA MATCHING THE DEPTH USED IN THE EXISTING STREET OR THE DEPTH PER CITY STANDARD, WHICHEVER IS GREATER. 2. PRINCIPAL/ MINOR/COLLECTOR, ARTERIAL, & INDUSTRIAL ACCESS STREETS -MATERIAL AND THICKNESS SHALL BE HMA CL 4" PG 64-22 AND MATCH EXISTING THICKNESS AND IN NO CASE LESS THAN 6". RESIDENTIAL ACCESS STREETS - HMA CL }" PG 64-22. THE THICKNESS SHALL BE THAT OF THE EXISTING PAVEMENT SECTION AND IN NO CASE LESS THAN 4". 3. WHEN THE "SAWCUT AFTER BACKFILL" ENCROACHES INTO AN ADJACENT LANE, CURB & GUTTER OR SHOULDER, THE AFFECTED LANE SHALL BE PLANED AND OVERLAID WITH HMA FULL WIDTH, THE CURB & GUTTER SHALL BE REMOVED AND REPLACED, OR THE SHOULDER SHALL BE PLANED OR REMOVED AND OVERLAID WITH HMA. 4. IF TRENCH UNDERMINES EXISTING SIDEWALK AND/OR CURBS, THEN THE SIDEWALK AND/OR CURB SHALL BE REPLACED FROM EXPANSION JOINT TO EXPANSION JOINT. 5. IF TRENCHING THROUGH EXISTING DRIVEWAY OR SIDEWALK RAMP, THE DRIVEWAY OR SIDEWALK RAMP SHALL. BE REPLACED TO MEET ADA STANDARDS. TYPICAL LONGITUDINAL PATCH STD. PLAN - 110.1 • PUBLIC WORKS FOR FLEXIBLE PAVEMENT OR DEPARTMENT RIGID PAVEMENT WITH OVERLAY i� 1 EXISTING ASPHALT PAVEMENT SAWCUT (SEE NOTE 2) ARTERIAL STREET MINIM 7" HMA (or ACP Class B) (SEE NOTE 1), OVER 6" CRUSHED ROCK RESIDENTIAL STREET MINIMUM I 4" HMA (or ACP Class B) (SEE NOTE 1), OVER 6" CRUSHED ROCK 2.0' MIN. (SEE NOTE 2) NOTES: 1. MUST MATCH EXISTING THICKNESS IF GREATER. 2. SAWCUT SHALL BE POSITIONED 1' - 0" BEYOND EDGE OF DAMAGED PAVEMENT. 3. THE INTENT OF THIS DESIGN IS TO DESCRIBE PAVEMENT PLACEMENT AT THE GUTTER FACE. SEE STANDARD PLAN FOR CEMENT CONCRETE CURBS. NEW CURB & GUTTER 1tY r7 STD. PLAN - 103 PUBLIC WORKS CURB AND GUTTER PPRO D: DEPARTMENT REPLACEMENT DETAIL 2_ ATE DocuSign Envelope ID: 6EECF5B6-602A-4E4A-B436-A317AA638878 UNDISTURBED NATIVE VEGETATION UNDISTURBED NATIVE SOIL Y-4" ARBORIST WOOD CHIP MULCH, SEE STD. PLAN 262.60 3" OF COMPOST INCORPORATED INTO 5" OF SITE SOIL (TOTAL AMENDED DEPTH OF 9.5", FOR A SETTLED DEPTH OF 8") SUBSOIL SCARIFIED 4" BELOW COMPOST AMENDED LAYER (12" BELOW SOIL SURFACE) W-4" ARBORIST WOOD CHIP MULCH, SEE STD. PLAN 262.60 6" IMPORTED TOPSOIL MIX (COMPACTED DEPTH) SUBSOIL IS SCARIFIED 6" BELOW IMPORTED TOPSOIL MIX PLANTING BEDS/UNDISTURBED UNDISTURBED TURF (LAWN) AREAS, VEGETATION, SEE NOTE 1 SEE NOTE 1 GRASS: SEED OR SOD 0" UNDISTURBED NATIVE SOIL OPTION 1 - NO DISTURBANCE PLANTING BEDS TURF I(LAWN) AREAS 0.1 GRASS' SEED OR SOD 8" 1.75" OF COMPOST INCORPORATED INTO 6.25" OF SITE SOIL (TOTAL AMENDED DEPTH OF 9.5", FOR A SETTLED DEPTH OF 8") SUBSOIL SCARIFIED 4" BELOW COMPOST AMENDED LAYER (12" BELOW SOIL SURFACE) OPTIONS 2, 3, AND 4 - AMEND IN PLACE OR STOCKPILE AND AMEND PLANTING BEDS TURF (LAWN) AREAS GRASS: SEED OR SOD NOTES: 1. AREAS OF NO DISTURBANCE TO BE FENCED AND EXISTING VEGETATION AND SOIL TO BE 6" IMPORTED PROTECTED FROM CONSTRUCTION IMPACTS. TOPSOIL MIX (COMPACTED GENERAL NOTES: DEPTH) 1. TO MEASURE SETTLED DEPTH, WATER SOIL SUFFICIENTLY TO FULLY SATURATE WITHOUT CAUSING EROSION SUBSOIL IS 2. COMPOST TO MEET STD. PLAN 262.60. SCARIFIED 6" BELOW IMPORTED 3. COMPACTION OF TOPSOIL (WHERE REQUIRED) TOPSOIL MIX TO BE TO 85% OF STANDARD PROCTOR. 12• �� %J - �/�� 4. SEE CONSTRUCTION PLANS FOR SPECIFIC_I/�`\\�\��\�•-��`�� PROJECT REQUIREMENTS. OPTION 5 - IMPORTED TOPSOIL UNLESS OTHERWISE NOTED, DRAWING IS NOTTO SCALE (NITS) STD. PLAN - 264.00 PRAPP• PUBLIC WORKS R ED: DEPARTMENT SOIL AMENDMENT SECTIONS GAZ 9/28/2018 1 r"nu, wo,.: aemmi:c,mo, DATE 0" 6" SURVEYED: SCALE: ROBERT WEST DESIGNED: GINA BROOKS DRAWN: DA AID VAUGHN ONE INCH CHECKED: AT FULL SCALE GINA BROOKS IF NOT ONE INCH NO. REVISION BY DATE APPR APPROVED: SCALE ACCORDINGLY GINA BROOKS VERTICAL NAVD 1988 HORIZONTAL NAD 1983/1991 DATU M BID ITEM (INCLUDES SIDEWALK RAMPS) 6' MIN. VARIES (SEE NOTE 7) 8' MIN. IEEE IgIE• 10 LF OF PAVED DRIVEWAY REQUIRED -� 316" EXPANSION JOINT (TYP.) 3" EXPANSION JOINT (TYP.) (SEE D. PLAN 102) (SEE STD. PLAN 102) CEMENT CONCRETE SIDEWALK o SEE NOTES � A N B Q Q. of s= LULU z• m CONSTRUCTION JOINTi SEE NOTE 1 - DRIVEWAY CEMENT CONCRETE RAMP WITH 12H:1V J / B APPROACH CURB & GUTTER SLOPE (TYP.) J/ (SEE NOTE 3) 3W CONTRACTION JOINT (TYP.) (SEE STD. PLAN 102) PLAN VIEW (TYPE C3 SHOWN, C1 & C2 & C-MAX SIMILAR) (SEE NOTE 9) SIDEWALK SHALL REMAIN AT CONSISTENT SLOPE WITH ADJACENT SDEWALK PROVIDED THAT THE MAX. CROSS SLOPE ON THE VARIES DRIVEWAY APPROACH IS NOT EXCEEDED. OTHERWISE, SLOPE SHALL (BEE HOTE f0) BE 6.3% MAX SEE NOTE 8 (TYPJ . _ :::y •:• + CEMENTCONCRETE 4'CRUSHED SUFACEING TOP COURSE(GSTC) IPMIN. (TYPJ SIDEWALK COMPACTED TO 95% MODIFIED PROCTOR 1P MN (UNLESS REQUIREMENT WANED BY ENGINEER) DEPRESSED CURB & GLITTER-, TYPICAL UNDER ALL DRIVEWAY ENTRANCE &re' EXPANSION JOINT (TYP.) (SEE NOTE 3) SECTION O (BEE STD. PLAN 102) 12•R(TYP.) SIDEWALK WIDTH 10% DIFFERENCE IN SLOPE MAX- VW RIVE SLOPE (SLOPE SHOVM EIMMRATED) ib99 - 12H:IV DRNEWAY� : • 10" MIN 1P MN rOlt •p o , DRIVEWAY W/ RELATIVE NEGATIVE SLOPE(SLOPE° " SE ION B SHOWN EXAGGERATED) FOR NOTES SEE STD. PLAN 104.2 CEMENT CONCRETE DRIVEWAY ® STD. PLAN - 104.4 + PUBLIC WORKS ENTRANCE - TYPES CIB, C2B APPROVED: DEPARTMENT C3113, AND C-MAXB (WITH BUFFER) DATE R• BR �� \�P•oF•••,y� CIVIL ENGINEERING k CD LANDSCAPE ARCHITECTURE W •c o• III,Z• PLANNING ' • p� 36478 O • DESIGN SURVEYING W GisTERF;.��. FSS/ONAL ENS\ CORE ✓OB N0. 18227 V 12100 NE 195th St, Suite 300 Bothell, Washington 98017 425.885.7877 2/3/23 (DESIGN ONL`I') IN COMPLIANCE WITH CITY OF RENTON STANDARDS �;'ww O v :45 An R-4,11108 W CITY OF 1110 RENTON • Planning/Building/Public Works Dept. DATE: `(IDDIERESEARCH DAYCARE CENTER MAR. 2020 J12J NE SUNSET BL VD nELDBOOK: \ RENTON, WA 98056 PAGE: O DRAWING NO: C3.31 SITE DETAILS AND NOTES SHEET.00 OR 21 H H O O W W v V Q v PERT/CAL DATUM NA VD 88 BENCHMARK FOUND MONUMENT A T NE 12TH ST AND MONROE A VE NE. CITY OF RENTON 1184J ELEVA TION = 425.16 BASIS OF BEARINGS N8854 30"W BETWEEN CITY OF RENTON MONUMENTS 1843 AND 0057. CB I (PRIVATE) STA. 252f83, 56.07' L T TYPE 1, SOLID LOCKING t1D RIM 366 4-3 368.16 12" IE IN 36f 28 (5) 365.24 6" /F IN 364-7- (E) 365.71 8" +-P-L IE OUT36428 (W) 365. c SDMH, TYPE II RIM EL=366.32 6" CLAY(NW)IE=362.67 18" CONC(NE)IE=362.72 18" CONC(SW)IE=362 , w w -w w o/ SD /SD DER ASBUILTS \ 4? \ I WALL IS0.5'S &0.27'WOF PROPERTY / CORNER ( / 1.5' WIDE FOOTING I I I 14' WIDE BY 47' LONG I SY 5' DEEP LIMITED A11F/L TRA 77ON DRY WELL. N. A. I \ / SEE DETAIL, SHEET C4.33 8" co I \ ss- / o I % (ROOF DRAIN) I \ / - 3EF 8" CPEP I / RIM zW-k 93 371. 89 I \ 8" IE 368.68 N.A. CB X(PR/VATE) I \ / / I 8" IL 368.68 TYPE 1 RIM 377f59- 37160 ( \ 8071 / 6LF 8 CPEP I I 8" 1E zwe 6t ( 369. 7� -36 . / 0 0..0000N. I 16 CB PRlVA1E I 8"PVC - 8" lE 367.3 ®B B65>r TYPE 1 / O N. A. /O� I 0.0 143 RIM 97�17-7 J71. 78,z�, 8" lE IN 36859- (NI('t3�69. 48 30 26Lf1C- 00 l / •,. P';:','.% ) 8" IE OUT 3., 68..1'' (NW) 369.23 0.0293 0 / /( IVATE) / Cff CB 804 (PE 41 RIMI1EL=J66.95 6" CONC(�1)IE=364.40 8"PV NE)IE=364.15 6"C C(SE)IE-364.00 C0 CB 805 T' 8" I C9 RIM L=366.61 12"CON(/N)IE=363.69 a 12°CO C(S)IE=363.66 a 49 d ° 4 LOCATIONS CD T PER SBUILTs / 2 AF 12" C-900 P �o �� 0 B.-B248 0.016ff w R w x� / w w w v/ -8� SD SD SD SD \ SDMH, TY II j -SD G RIM EL=366. 9 �G -G 8" CONC(SW)IE=361. 4 �05 12" CONC(ESE)IE=359. 9 -G CDG G 12" CONC(E)IE=359. 9 cn 12" CONC(W)IE=3 .09 c.1 SDMH, TYPE II / RIM EL=366.39 GO8" CONC(SW)IE=361.54 2" CONC(ESE)IE=359.49 U) 12" CONC(E)IE=359.29 12" CONC(W)IE=359.09 SSMH #5498 RIM EL=366.57 / 1 ' VC(NE)IE=358.36 ' "PVC(SW)IE=358.22 o I � It 'ESMH #5467 - RIM E4--366.6 18"PVC(NE)IE=358.52 18"PVC(SW)IE=358.42 EX TREE -370- \J0 TO REMAIN I exl x 4� d 4� d / Q) 3 RIM EL=366.89 12"CONC(W)IE=364.30 L ,0 L (PRIVATE) f STA. 252*91, 34. 60' L T TYPE 1 SOLID LOCKING LID RIM 968.-98 368.93 12" IE IN 36485 (E) 365.83 12" IE OUT364.-85 (N) 365.68 / AD SOLI� ROUND 401 . . i 368.50 • i • 7`3$7a --�� Y'1e�° l C: / // .: 50 NO'� INSTALk A tfli='J , �/ �eOI' '�� eeve�e�eeoo�e�e�e��r�ree�e�eoe��;��;�.a�: �,,�-�►`v�: e'��.�V�� - ... _ s _ .. _ � _ eeee,,�os�eeee4eoeeeee��oeeeo, i,�eeooe•,eeee��e��:'�`�eies O��e�e�,;.��yeeeeoe,��e�5ee�i�ee�i=�e�e♦ w ♦�v.�eeeee• �� 'ieeweeoei!, o�♦ / /.w. !'ei�°►` �-� .��►e• ® • . 1 _14i 4] 7 00 00400 A� ' e�. , . : :• �// - // ... _ . / / .. ' : ' 6 0 ✓ (PRIVATE) CBz RIM RIM EL=374.71 CB 2A (PRIVATE) PER ASBUIL-I STA. 253*99, 34.60' LT 8"CMP(NW)IE=370.11 STA. 253f53, 34.60' LT TYPE 1, SOLID LOCKING LID 6"CONC(SW)IE=369.96 TYPE 2-48; SOLID ROUND LID RIM 97 372.52 12"CMP(S)IE=3 67.11 RIMS 371.12 12 If IN36890 (N) 367.70 8°CONC(S)IE=367.08 8"CMP(N)IE=366.81 7.08 12" IF IN36516 (E) 366.30 12" If OUT 368.-30 (W) 367.66 18"CONC(E)IE=366.69 12" If OUT 36516 (W) 366.17 18"CONC(W)IE=366.61 SURVEYED: SCALE: ROBERT WEST DESIGNED: G/NA BR00 DRAWN: DA VID VAUGHN ONE INCH CHECKED: AT FULL SCALE G/NA BROOKS IF NOT ONE INCH NO. REVISION BY DATE AP P R APPROVED: SCALE ACCORDINGLY G/NA BROOKS CONSTRUCTION RECORD DRA WINGS THIS CONSTRUC77ON RECORD DRAWING /5 A COPY OF THE APPROVED CONSTRUCTION DRAWINGS PREPARED BY CORE DESIGN, INC. AND HAS BEEN EDITED TO REFLECT ASBUIL T CONDITIONS. THE INFORMATION PROVIDED ON THESE RECORD DRAW/NGS /5 A COMB/NATION OF FIELD SURVEY /NFORMAT/ON AND DOCUMENTED FIELD REVISIONS. VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/1991 DATU M R-4111no CITY OF . • RENTON Planning/Building/Public Works Dept. SCALE: 1" = 20' 0 10 20 40 STORM LEGEND STORM PIPE STORM STRUCTURE STORM SERVICE STORM PIPE FLOW ARROW STORM VAULT EXTERIOR WALL STORM VAUL T INTERIOR WALL EXISTING STORM PIPE ASBUIL T NOTE. - ALL INFRASTRUCTURE APPURTENANCES ASBUILT ARE INDICATED WITH DESIGN INFORMA7ON LINED OUT AND ADJACENT ASBUILT INFORMA7ON ADDED. ITEMS NO7ED AS IN. A. " WERE NOT ASBUIL T. R• BR �� \�P•oF...•y� CIVIL ENGINEERING LANDSCAPE ARCHITECTURE W i Z• PLANNING ' • 36478 DESIGN SURVEYING W •� FS TONAL �NG\�� CORE JOB NO18227 12100 NE 195th St, Suite 300 Bothell, Washington 98071 425.885.7877 Q4 2/3/23 (DESIGN ONLY) Q IN COMPLIANCE WITH CITY OF RENTON STANDARDS Q W DAM KIDDIE RESEARCH DA YCARE CENTER MAR. 2020 3123 NE SUNSET BL VD nELDBOOK: RENTON, WA 98056 PAGE: O DRAWING NO: C4.OZ STORM DRAINAGE PLAN SHEET: 9 0F: 21 H H O O W I W v W W O 1 O O W SURFACE WA TER STANDARD PLAN NOTES r 1. BEFORE ANY CONSTRUCTION OR DEVELOPMENT AC77WTY OCCURS, A PRE -CONSTRUCTION MEET/NG 17. ALL DRIVEWAY CULVERTS LOCATED W/TH/N CITY RIGHT-OF-WAY SHALL BE OF SUFFICIENT LENGTH SHALL BE HELD AMONG THE CITY OF RENTON, HEREBY REFERRED TO AS THE CITY, THE TO PROVIDE A MIN/MUM 3.• 1 SLOPE FROM THE EDGE OF THE DRIVf_WA Y TO THE BOTTOM OF THE WAPPLICANT, AND THE APPLICANT'S CONTRACTOR. DITCH. 2. THE APPLICANT SHALL BE RESPONSIBLE FOR SECURING ALL NECESSARY CITY, STATE, AND 18. ROCK FOR EROSION PROTECT/ON OF ROADSIDE DITCHES, WHERE REQUIRED, SHALL BE OF SOUND W FEDERAL PERMITS PRIOR TO CONSTRUCTION QUARRY ROCK PLACED TO A MIN/MUM DEPTH OF ONE (1) FOOT AND SHALL MEET THE FOLLOWING C� SPECIFICA TIONS.- 3. ALL STORM DRAINAGE IMPROVEMENTS SHALL BE DESIGNED AND CONSTRUCTED IN ACCORDANCE 4 - 8 INCH ROCK / 40 - 707 PASSING; WITH THE LATEST EDITION OF THE CITY OF RENTON SURFACE WATER DESIGN MANUAL (RENTON 2 - 4 INCH ROCK / 30 - 409 PASSING; AND Q SWOM), RENTON MUNICIPAL CODE (RUC), AND THE STANDARD SPECIFICA TONS FOR ROAD, BRIDGE LESS THAN 2 INCH ROCK / 10 - 209 PASSING. AND MUNICIPAL CONSTRUCTION PREPARED BY WSDOT AND THE AMERICAN PUBLIC WORKS ASSOCIATION (APWA) IT SHALL BE THE SOLE RESPONSIBILITY OF THE APPLICANT TO CORRECT 19. FOOTING DRAINAGE SYSTEMS AND ROOF DOWNSPOUT SYSTEMS SHALL NOT BE INTERCONNECTED Q ANY ERROR, OMISSION OR VARIATION FROM THE ABOVE REQUIREMENTS FOUND IN THE PLANS. AND SHALL SEPARATELY CONVEY COLLECTED FLOWS TO THE CONVEYANCE SYSTEM OR FLOW O ALL CORRECTIONS SHALL BE AT NO ADDITIONAL COST TO THE CITY. CONTROL FACILITY ON THE SITE, UNLESS APPROVED BY THE CITY. FOOTING DRAINS SHALL NOT BE CONNECTED TO ON -SITE BMPS. 4. APPROVAL OF THE ROAD, GRADING, PARKING, BUILDING, AND DRAINAGE PLAN DOES NOT V CONSTITUTE AS APPROVAL OF ANY OTHER CONSTRUCTION (E.G. WATER, SEWER, GAS, ELECTRICAL 20. THE END OF EACH STORM DRAIN STUB SHALL BE CAPPED. A aEANOUT TOPPED WITH A ETC.). PLANS FOR STRUCTURES SUCH AS BRIDGES, VAULTS, AND RETAINING WALLS REQUIRE A BOLT-LOCK/NG LID MARKED 'STORM" SHALL BE LOCATED AT THE PROPERTY LINE OR AT THE Q SEPARATE REV/EW AND APPROVAL BY THE CITY PRIOR TO CONSTRUCTION. THE SURFACE WATER POINT OF CONNECTION OF A PRIVATE STORM DRAINAGE CONVEYANCE SYSTEM PER THE CITY DRAINAGE SYSTEM SHALL BE CONSTRUCTED ACCORDING TO THE APPROVED PLANS. ANY STANDARD PLAN 227.00. QJW DEVIATION FROM THE APPROVED PLANS W/LL REQUIRE COORDINATION FOLLOWED BY WRITTEN W APPROVAL FROM THE CITY. 21. ALL STORM SYSTEM EXTENSIONS SHALL BE STAKED FOR LINE AND GRADE BY A SURVEYOR LICENSED IN WASHINGTON STATE, AND CUT SHEETS SHALL BE PROVIDED TO THE CITY PRIOR TO 5. A COPY OF THE APPROVED PLANS SHALL BE ON THE JOB SITE WHENEVER CONSTRUCTION /S IN CONSTRUCTION. �I PROGRESS. Q 22. ALL NEWL Y-INSTALLED AND NEWL Y-REHA81LITATED (PUBL/C AND PRIVATE) STORM CONVEYANCE Q 6. THE LOCATIONS OF ALL EXISTING UTILITIES SHOWN HEREON HAVE BEEN ESTABLISHED BY FIELD SYSTEMS SHALL BE INSPECTED BY MEANS OF REMOTE CCTV ACCORDING TO THE CITY STANDARD SURVEY OR OBTAINED FROM AVAILABLE RECORDS AND SHALL THEREFORE BE CONSIDERED PLAN 266.00. CCTV INSPECTIONS AND REPORTS SHALL BE SUBMITTED TO THE CITY PRIOR TO APPROX/MATE ONL Y AND NOT NECESSAR/ Y COMPLETE. IT IS THE SOLE RESPONSIBILITY OF THE RECEIVING APPROVAL TO INSTALL PROJECT CURBS, GUTTERS AND/OR PAVEMENT. APPLICANT AND THE APPLICANT'S CONTRACTOR TO INDEPENDENTL Y VERIFY THE ACCURACY OF ALL UTILITY LOCATIONS SHOWN, AND TO FURTHER DISCOVER AND AVOID ANY OTHER UT/L/TIES 23. ALL STORM SYSTEMS AND CONNECTIONS TO EXISTING MAINS SHALL BE TESTED IN ACCORDANCE NOT SHOWN HEREON THAT MAY BE AFFECTED BY THE IMPLEMENTATION OF THIS PLAN. THE WITH SECTION 7-04 J(1) OF THE WSD0T STANDARD SPECIFICATIONS AND IN THE PRESENCE OF A APPLICANT SHALL RECORD ON THE AS -BUILT DRAWINGS ALL UNDOCUMENTED UTILITIES REPRESENTATIVE OF THE CITY. STORM DRAIN STUBS SHALL BE TESTED FOR ACCEPTANCE AT THE DISCOVERED AND ANY CHANGES TO THE APPROVED PLANS. THE APPLICANT SHALL IMMEDIATEL Y SAME TIME THE MAIN STORM /S TESTED. NOTIFY THE ENGINEER OF RECORD IF A CONFLICT EXISTS. 24. FOR ALL DISTURBED PERVIOUS AREAS (COMPACTED, GRADED, LANDSCAPED, ETC.) OF THE 7. VERTICAL DATUM SHALL BE NA VD 88 AND HORIZONTAL DATUM SHALL BE NAD 83 (WA STATE DElELOPMENT S/TE, TO MAINTAIN THE MOISTURE CAPACITY OF THE SOIL ETHER STOCKPILE AND PLANE, NORTH), UNLESS 0THERW/SE APPROVED BY THE C/TY. REFERENCE BENCHMARK, DATUM, REDISTR/BUTS THE EXISTING DUFF LAYER AND NAT1Vf- TOPSOIL OR AMEND THE SO/L W/TH AND ELEVATIONS SHALL BE NOTED ON THE PLANS. COMPOST IN ACCORDANCE WITH STANDARD PLAN 264.00. 5 8. ALL UTILITY TRENCH BACKF/LL AND ROADWAY SUSGRADE SHALL BE COMPACTED TO 959 MAX/MUM DRY DENSITY PER SECTION 2-03.3(14)0 - COMPACTION AND MOISTURE CONTROL TESTS OF THE WSD0T STANDARD SPECIFICA TIONS. IN PERMEABLE PA VEMENT AND OTHER /NF/L TRATION AREAS, ALL TRENCH BACKF/LL SHALL BE FIRM AND UNYIELDING BUT /N NO CASE SHALL BE COMPACTED TO MORE THAN 929 OF MAX/MUM DRY DENSITY. 9. OPEN CUTTING OF EX/STING ROADWAYS FOR STORM DRAINAGE WORK /S NOT ALLOWED UNLESS SPECIFICALL Y APPROVED BY THE CITY AND NOTED ON THESE APPROVED PLANS. ANY OPEN CUT SHALL BE RESTORED /N ACCORDANCE W/TH THE C/TY TRENCH RESTORAT/ON STANDARDS. 10. ALL PIPE AND STRUCTURES SHALL BE STAKED FOR SURVEY L/NE AND GRADE PRIOR TO THE START OF CONSTRUCTION. WHERE SHOWN ON THE PLANS OR WHERE DIRECTED BY THE C/TY, THE EX/S7NG MANHOLES, CATCH BASINS, OR INLETS SHALL BE AD✓LISTED TO THE GRADE AS STAKED. 11. ALL FLOW CONTROL FACILITIES SHALL SE INSTALLED AND /N OPERATION PRIOR TO,, OR /N CONJUNCTION WITH, ANY CONSTRUCTION ACTIVITY UNLESS OTHERWISE APPROVED BY THE CITY. 12. ALL PIPE AND APPURTENANCES SHALL BE LAID ON A PROPERL Y PREPARED FOUNDATION IN ACCORDANCE WITH THE CURRENT STATE OF WASHINGTON STANDARD SPECIFICATION FOR ROAD AND BRIDGE CONSTRUCT/ON THIS SHALL INCLUDE NECESSARY LEVELING OF THE TRENCH BOTTOM OR THE TOP OF THE FOUNDATION MATERIAL, AS WELL AS PLACEMENT AND COMPACTION OF REQUIRED BEDDING MA TER/AL TO UN/FORM GRADE SO THA T THE ENT/RE LENGTH OF THE P/PE WILL BE SUPPORTED ON A UN/FORML Y DENSE, UNYIELDING BASE. ALL P/PE BEDDING AND BACKF/LL SHALL BE AS SHOWN ON THE CITY STANDARD PLAN 220.00, 220.10, AND 220.20. 13. STEEL PIPE SHALL BE ALUM/N/ZED, OR GAL VAN/ZED W/TH ASPHAL T TREATMENT 1, 2, OR 5 INS/DE AND OUTS/DE. 14. ALL DRAINAGE STRUCTURES SUCH AS CATCH BASINS AND MANHOLES SHALL BE FITTED W/TH DUCT/LE IRON, BOL T-LOCK/NG LIDS PER THE CITY STANDARD PLAN 204.10, 204.20, 204.30, AND 204.50. STRUCTURES SHALL HAVE. RECTANGULAR OR ROUND, SOLID LIDS WHEN NOT COLLECT/NG RUNOFF, AND OUTS/DE OF THE ROADWA Y. ROUND, SOLID LIDS WHEN NOT COLLECT/NG RUNOFF, AND LOCATED WITHIN THE ROADWAY, BUT OUTSIDE OF THE CURB/GUTTER LINE. ROUND, SOLID LIDS DISPLAYING THE CITY LOGO WHEN WITH/N THE PUBLIC RIGHT-OF-WAY OR /N AN EASEMENT TO THE CITY. PRIVATE STRUCTURE LIDS OUTSIDE PUBLIC RIGHT-OF-WAY AND EASEMENTS TO THE CITY SHALL NOT DISPLA Y THE CITY LOGO. 15. BUILDINGS AND OTHER STRUCTURES SHALL BE PLACED IN ACCORDANCE WITH TABLE 4.1 EASEMENT WIDTHS AND BUILDING SETBACKS LINES OF THE RENTON SWDM. 16. LIDS OF MANHOLES/CATCH BASINS WITHIN PUBLIC RIGHT-OF-WAY SHALL NOT BE ADJUSTED TO FINAL GRADE UNTIL AFTER PAVING. ALL MANHOLE/CATCHBASIN RIMS SHALL BE ADJUSTED TO BE FLUSH WITH FINAL FINISHED GRADES, UNLESS OTHERWISE SHOWN. Orel REVISION 25. ISSUANCE OF THE BUILDING OR CONSTRUCTION PERMITS BY THE CITY DOES NOT RELIEVE THE APPLICANT OF THE CONTINUING LEGAL OBLIGATION AND/OR LIABILITY CONNECTED WITH STORMWATER DISPOSAL. THE CITY DOES NOT ACCEPT ANY OBLIGATION FOR THE PROPER FUNCTIONING AND MAINTENANCE OF THE STORM SYSTEM PROVIDED DURING CONSTRUCTION. 26. ADEQUATE SAFEGUARDS, SAFETY DEVICES, PRO TECT/VE EQUIPMENT, FLAGGERS, AND ANY OTHER ACTIONS NEEDED TO PROTECT THE LIFE, HEALTH, AND SAFETY OF THE PUBL/C, AND TO PROTECT PROPERTY /N CONNECTION WITH THE PERFORMANCE OF WORK SHALL BE PROVIDED. ANY WORK W/THIN THE TRA VELED RIGHT -OF -WA Y THA T MA Y INTERRUPT NORMAL TRAFFIC FL OW SHALL REQUIRE A TRAFFIC CONTROL PLAN APPROVED BY THE CITY. ALL SECTIONS OF THE WSDOT STANDARD SPEC/F/CAT/ONS 1-10 TEMPORARY TRAFFIC CONTROL SHALL APPLY 27. PROJECTS LOCATED WITHIN THE CITY'S AQUIFER PROTECTION AREA (A PA) SHALL COMPL Y WITH SPECIAL REQUIREMENT f6 OF THE RENTON SWDM AND AQUIFER PROTECTION REGULA TIONS (RUC 4-3--050) 28. PLACEMENT OF SURFACE APPURTENANCES (CATCH BASIN/MANHOLE LIDS, CLEANOUTS, INLETS, ETC.) IN THE STREET TRAVEL LANE WHEEL PATH, INTERSECTIONS OF STREET TRAVEL LANES, BIKE LANES, SIDEWALKS, AND CROSSWALKS SHALL BE A VOIDED WHENEVER POSSIBLE. ANY SURFACE APPURTENANCE PLACED IN A SIDEWALK OR CROSSWALK SHALL SE FITTED WITH A NON -SLIP OR NON-SKID LID PER ADA REQUIREMENTS. 29. CLEARL Y LABEL PUBLIC AND PRIVATE SYSTEMS ON THE PLANS. PRIVATE SYSTEMS SHALL BE MAINTAINED BY THE APPLICANT 30. MIN/MUM COVER OVER STORM DRAINAGE PIPE SHALL CONFORM TO TABLE 4.2.1.A2 OF THE RENTON SWDM. 31. CONSTRUCTED PERMEABLE PAVEMENT SHALL BE PERMEABLE ENOUGH TO ABSORB WATER AT A MIN/MUM RA TE OF 20 INCHES PER HOUR /MMEDIA TEL Y AFTER THE PA VEMENT SURFACE HAS BEEN WETTED CON TINUOUSL Y FOR AT LEAST 10 MINUTES. COMPLIANCE WITH THIS MIN/MUM RATE SHALL BE CHECKED PRIOR TO CONSTRUCTION APPROVAL OF THE PA VEMENT. COMPLIANCE MA Y BE CHECKED USING A SIMPLE BUCKET TEST IN WHICH 5 GALLONS OF WATER IS POURED ONTO THE PA VEMENT SURFACE ALL A T ONCE. IF ONL Y A MINOR AMOUNT OF WA TER PONDS OR RUNS OFF THE SURFACE, THEN THE PA VEMENT IS CONSIDERED TO MEET THE MIN/MUM RA TE OF ABSORPTION. AT LEAST ONE TEST SHALL BE CONDUCTED PER 1, 000 SQUARE FEET OF PERMEABLE PAVEMENT. IF THIS TEST IS NOT CONCLUSIVE, THEN ANOTHER TEST PER ASTM C1701 SHALL BE CONDUCTED. FOR LARGE AREAS (E. G., PARKING AREAS), TESTING OBSERVA TION MA Y BE ACCOMPL/SHED WHILE WALKING BEHIND A SL0K Y MOVING WATER TRUCK DISCHARGING WATER A T A RA TE SIMILAR TO THE BUCKET TEST. PERMEABLE PA VERS SHALL BE TESTED USING ASTM C1781. i 17TIV01.11 SURVEYED: ROSERT WEST DESIGNED: GINA BROOKS DRAWN: DA VV VAUGHN CHECKED: GINA BROOKS APPROVED: GINA BROOKS SCALE: 1 "=10, ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY VERi1CAL NAVD 1988 HORIZONTAL- NAD 1983/1991 DATU M 2/3/23 (DESIGN ONL`r) R-41 1111 CITY OF RENTON Planning/Building/Public Works Dept. CIVIL ENGINEERING LANDSCAPE ARCHITECTURE PLANNING "11111I c4w �O DESIGN SURVEYING CORE JOB NO 18227 12100 NE 195th St, Suite 300 Bothell, Washington 98017 425.885.7877 IN COMPLIANCE WITH CITY OF RENTON STANDARDS KIDDIE RESEARCH DA YCARE CENTER 3123 NE SUNSET BL VD RENTON, WA 98056 STORM DRAINAGE NOTES DATE: MAR. 2020 nELDBOOK: PAGE: DRAWING NO: 04.31 SHEEP: 11 OF: 21 W v W I� Q W v V NZ v W 1 LQ O O IS PATCHED AREA SEAL WITH AR 4000 OR APPROVED -/ EQUAL AND DRY SAND AFTER PLAN PATCHING NTS OUTSIDE DIAMETER OF ADJUSTMENT RING AND (SEE NOTE 9) X SEE NOTE 2 X BOTTOM OF FRAME I MORTAR JOINT(S) (3/8 MIN-2" MAX.) AD JUSTMENT RING (1" MIN.). SEE SEE NOTE 3 AND SPECIAL PROVISION NOTE 6. 7-05.3(1). SECTION A -A NOTES 1. REMOVE PAVEMENT AND BASE MATERIALS FOR A DISTANCE 5. CONSTRUCTION AND ADJUSTMENT SHALL BE PERFORMED WHICH IS EQUAL TO THE DIAMETER OF THE FRAME PLUS ONE ONLY BY A JOURNEYMAN MASON. FOOT (MIN.). ADJUST CASTING FRAME TO PAVEMENT SURFACE USING RISER RINGS AND MORTAR. 6. ADJUSTMENT OF THE FRAME TO GRADE SHALL BE ACCOMPLISHED WITH ADJUSTMENT RINGS AND MORTAR ONLY. 2. REPLACE EXCAVATED MATERIAL WITH A MINIMUM OF 8" OF THE USE OF SHIMS IS PROHIBITED. HMA CLASS 2" PG 64-22 (OR TO A DEPTH THAT IS 2" BELOW THE BOTTOM OF THE UPPER ADJUSTMENT RING WHICHEVER 7. FRAME SHALL BE ADJUSTED TO PAVEMENT GRADE BY IS GREATER) OR AS APPROVED BY THE ENGINEER. TAPPING UNTIL FRAME IS FLUSH WITH PAVEMENT AS DETERMINED WITH A STRAIGHT EDGE OF SUFFICIENT LENGTH. 3. ADJUSTMENT RINGS AND FRAME SHALL BE FULLY BEDDED IN MORTAR. MORTAR SHALL BE ASTM C270 FOR TYPE S. 8. ALL MORTAR JOINTS SHALL BE TRIMMED FLUSH AND REMAIN VISIBLE UPON COMPLETION. 4. MORTAR SHALL BE MIXED AND APPLIED PER MANUFACTURERS DIRECTIONS. 9. X= V-0" MIN. TO 2'-6" MAX. - PER ENGINEER'S INSTRUCTION TYPICAL CONSTRUCTION' PLAN - 106 • PUBLIC WORKS A VROVED, a7�► DEPARTMENT AND ADJUSTMENT OF MANHOLE RISERS DA E DocuSign Envelope ID: 6EECF5B6-602A-4E4A-B436-A317AA638878 SEE NOTE 4 CLEAN SURFACE AND BOTTOM AREA. W PROVIDE UNIFORM CONTACT. THE SURFACE AREA OF THE BASE SECTION MUST BE MORTARED TO THE BOTTOM AREA OF THE ADJUSTMENT SECTION ADJUSTMENT SECTION I I I I I I I I NOTES: 1. THE COVER OR GRATING OF A CATCH BASIN SHALL NOT BE ADJUSTED TO FINAL GRADE UNTIL THE FINAL ELEVATION OF THE PAVEMENT, GUTTER, DITCH, OR SIDEWALK IN WHICH IT IS TO BE PLACED HAS BEEN ESTABLISHED, AND UNTIL PERMISSION THEREAFTER IS GIVEN BY THE ENGINEER TO MORTAR IN PLACE IN ACCORDANCE WITH WSDOT/APWA STANDARD SPECIFICATION 7-05.3. 2. SHIMS SHALL NOT BE USED TO SET FRAME TO GRADE. THE USE OF SHIMS IS PROHIBITED. 3. A CONTINUOUS LAYER OF MORTAR SHALL BE PLACED BETWEEN ADJUSTMENT RINGS AND BRICKS PRIOR TO PLACEMENT. 4. ONLY BY APPROVAL OF THE CITY, THE USE OF BRICKS IS PERMITTED WHERE THE BRICKS ARE STAGGERED TO CREATE A RUNNING BOND OR Y BOND. 5. BASE SECTION SHALL BE SEALED TO THE BOTTOM AREA OF THE ADJUSTMENT SECTION WITH MORTAR. 6. MORTAR SHALL MEET THE REQUIREMENTS OF WSDOT/APWA STANDARD SPECIFICATION 9-04.3. 7. PICK / LIFTING HOLES ARE TO BE GROUTED WATER TIGHT. USE GROUT TYPE 2 FOR NON -SHRINK APPLICATIONS IN ACCORDANCE WITH STANDARD SPECIFICATION 9-20.3(2). 8. MORTAR SHALL BE MIXED AND APPLIED PER MANUFACTURER'S DIRECTIONS. 9. FRAME SHALL BE ADJUSTED TO PAVEMENT GRADE BY TAPPING UNTIL FRAME IS FLUSH WITH PAVEMENT AS DETERMINED WITH A STRAIGHTEDGE OF SUFFICIENT LENGTH. 10. ALL MORTAR JOINTS SHALL BE TRIMMED FLUSH AND REMAIN VISIBLE UPON COMPLETION. UNLESS OTHERWISE NOTED, DRAWING IS NOT TO SCALE (NTS) STD. PLAN - 202.00 • PUBLIC WORKS PRO DEPARTMENT CATCH BASIN INSTALLATION GAZ 9/28/2018 1 9 r DATE ubkc Works Administrator :45 A SPECIAL NOTE IN THE EVENT TRANSVERSE PATCHES EXIST WITHIN THE AFFECTED STREET, THE LENGTH OF THE PATCH SHALL BE EXTENDED TO INCLUDE ANY EXISTING PATCH WITHIN 10 FEET OF THE EDGE OF THE PATCH REQUIRED FOR THE NEW CROSSING AND ANY SUBSEQUENT PATCH EDGE WITHIN 10 FEET OF THE EDGE OF THE SECOND PATCH AND SO ON UP TO A TOTAL OF 300 FEET. MIN MIN VA� MIN I MIN 1�1. 1 -k TRAFFIC FLOW 2" HMA I f 2" TO 8" HMA _ r I 1 6.5' MIN. 2" DEPTH OF PLANING OR SAWCUT AND REMOVE VARIES: 6.5' MIN. 1 I 1 VARIES �{ TIN IN MIN I MIN M 2" SAWCUT AND REMOVE OR PLANE, SEAL WITH AR-4000W (EACH SIDE) 2" HMA SAWCUT AFTER BACKFILL - (EACH SIDE) WIDTH OF TRENCH AS REQUIRED BY SIZE OF PROPOSED IMPROVEMENT (SEE WSDOT STANDARD SPECIFICATION 2-09.4) PLUS AN ALLOWANCE FOR ANY SHORING. SHORING, IF NEEDED, SHALL MEET THE REQUIREMENTS OF WSD07 STANDARD SPECIFICATION- 7 08.3 1 B TRENCH WIDTH FACE OF GUTTER OR EDGE OF PAVEMENT CENTER LINE OR LANE LINE DEPTH OF EXISTING PAVEMENT \ T 2" - 6" MIN. HMA (SEE NOTE 2) 6" CRUSHED SURFACING TOP COURSE (CSTC) (9-03.9(3)) PER WSDOT STANDARD SPECIFICATIONS, COMPACTED TO 95% MODIFIED PROCTOR. CSTC, BANK RUN GRAVEL FOR TRENCH BACKFILL (9-03.19), GRAVEL BORROW (9-03.14(1)) PER WSDOT STANDARD SPECIFICATIONS OR NATIVE MATERIAL IF APPROVED IN WRITING BY ENGINEER BASED ON GEOTECH REPORT, COMPACTED TO 95% MODIFIED PROCTOR. PIPE ZONE BEDDING. MATERIAL- SEE STANDARD PLAN 110.1. FOR NOTES, SEE STANDARD PLAN 110.1 TYPICAL TRANSVERSE PATCH FOR STD• PLAN - 110 PUBLIC WORKS DEPARTMENT FLEXIBLE PAVEMENT OR RIGID F'I'I' mV ice► PAVEMENT WITH OVERLAY IO DocuSign Envelope ID: 6EECF5B6-602A-4E4A-B436-A317AA638878 24' L� 2 1/2"DIA. HOLE 20" A O� O�O�O�O O�O�O�O�O TOP m I I //2" BOLT -DOWN SLOT, 3I4" SEE DETAIL AND NOTE 1 1 11/4„ A _k I I I I BOLT -DOWN SLOT DETAIL L - - - SEE NOTE I _ _ _ J r3"1 ISOMETRIC 4 314" f 1 1/2" 1 5/888 � i R39", SEE NOTE 2 SECTION A SECTION B R26". SEE NOTE 2 2" 5„ NOTES: 3 1/2" 3/4" 1. BOLT -DOWN CAPABILITY IS REQUIRED ON ALL FRAMES, GRATES, AND COVERS, UNLESS OTHERWISE SPECIFIED. 5/8 PROVIDE TWO HOLES IN THE FRAME THAT ARE VERTICALLY ALIGNED WITH THE GRATE OR COVER SLOTS. THE FRAME SHALL ACCEPT THE 50-11 NC x 2" ALLEN 4" I HEAD CAP SCREW BY BEING TAPPED, OR OTHER II` 314" DIA. HOLE APPROVED MECHANISM. LOCATION OF BOLT -DOWN HOLES VARIES BY MANUFACTURER. 1/2" DIA. HANDLE 2. ALTERNATIVE REINFORCING DESIGNS ARE ACCEPTABLE IN LIEU OF THE RIB DESIGN. SECTION C 3. REFER TO STANDARD SPECIFICATION 9-05.15(2) FOR ADDITIONAL REQUIREMENTS. 4. FOR FRAME DETAILS, SEE CITY OF RENTON STANDARD PLAN 2D4.00. UNLESS OTHERWISE NOTED, DRAWING IS NOT TO SCALE (NTS) STD. PLAN - 204.10 PUBLIC WORKS .•�• RECTANGULAR SOLID METAL COVER 9/28/2018 I aGZ �I� DEPARTMENT P„mic work: Admmi-w DATE :45 AN DocuSign Envelope ID: 6EECF5B6-602A-4E4A-B436-A317AA638878 rSR 36" S �1-, 2", 4", 6', 12", OR 24" ONE #3 BAR HOOP FOR 6" HEIGHT INCREMENT (SPACED EQUALLY), SEE NOTE 1 RECTANGULAR ADJUSTMENT SECTION 6 sFFN T 26 F6 / I #3 BAR EACH CORNER I /11.01I \y #3 BAR EACH SIDE Y� #3 BAR EACH WAY PRECAST BASE SECTION #3 BAR HOOP #3 BAR EACH CORNER 18" MIN. SEE NOTE 1 ALTERNATIVE PRECAST BASE SECTION •,� PUBLIC WORKS ` DEPARTMENT DocuSign Envelope ID: 6EECF5B6-602A-4E4A-B436-A317AA638878 PIPE ALLOWANCES MAXIMUM PIPE MATERIAL INSIDE DIAMETER REINFORCED OR PLAIN 12" CONCRETE ALL METAL PIPE 15" CPSSP", 12" STD. SPEC. 9-05.20 SOLID WALL PVC, STD. SPEC. 9-05.12(1) 15" PROFILE WALL PVC, STD. SPEC. 9-05.12(2) 15" "CORRUGATED POLYETHYLENE STORM SEWER PIPE NOTES- 1. AS ACCEPTABLE ALTERNATIVES TO THE REBAR SHOWN IN THE PRECAST BASE SECTION, FIBERS (PLACED IN ACCORDANCE WITH STANDARD SPECIFICATION 9-05.50(9)), OR WIRE MESH HAVING A MINIMUM AREA OF 0.12 SQUARE 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 KNOCKOUTS. AS AN ACCEPTABLE ALTERNATIVE TO THE REBAR SHOWN IN THE RECTANGULAR ADJUSTMENT SECTION, WIRE MESH HAVING A MINIMUM AREA OF 0.12 SQUARE INCHES PER FOOT MAY BE USED. 2. THE KNOCKOUT DIAMETER SHALL NOT BE 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 OF THE PIPE. AFTER THE PIPE IS INSTALLED, FILL THE GAP WITH JOINT MORTAR IN ACCORDANCE WITH STANDARD SPECIFICATION 9-04.3. 3. THE MAXIMUM DEPTH FROM THE FINISHED GRADE TO THE LOWEST PIPE INVERT SHALL BE 5 FEET. 4. THE FRAME AND GRATE MUST BE INSTALLED WITH THE FLANGE DOWN. 5. THE PRECAST BASE SECTION MAY HAVE A ROUNDED FLOOR, AND THE WALLS MAY BE SLOPED AT A RATE OF 1 H:24V OR STEEPER. 6. THE OPENING SHALL BE MEASURED AT THE TOP OF THE PRECAST BASE SECTION. 7. ALL PICKUP HOLES SHALL BE GROUTED FULL AFTER THE INLET HAS BEEN PLACED. USE GROUT TYPE 2 FOR NON -SHRINK APPLICATIONS IN ACCORDANCE WITH STANDARD SPECIFICATION 9-20.3 2 . B. ALL GRADE RINGS AND CASTINGS SHALL BE SET IN MORTAR IN ACCORDANCE WITH STANDARD SPECIFICATION 9-04.3. THEN APPLY MORTAR TO INSIDE AND OUTSIDE OF ALL JOINTS, RINGS, RISERS, AND FRAMES. 9. MORTAR SHALL BE MIXED AND APPLIED PER MANUFACTURER'S DIRECTIONS. 10. FRAME SHALL BE ADJUSTED TO PAVEMENT GRADE BY TAPPING UNTIL FRAME IS FLUSH WITH PAVEMENT AS DETERMINED WITH A STRAIGHT EDGE OF SUFFICIENT LENGTH. 11. ALL MORTAR JOINTS SHALL BE TRIMMED FLUSH AND REMAIN VISIBLE UPON COMPLETION. UNLESS OTHERWISE NOTED, DRAWING IS NOT TO SCALE (NTS) STD. PLAN - 200.00 APPR ED: CATCH BASIN TYPE 1 GAZ 9/28/2018 1 Public Works AdmlMSPat"r DATE za" 1 4 EQUAL SPACES 4 EQUAL SPACES 1 5/8" MAX. - I I 1/2" BOLT DOWN SLOT, SEE DETAIL AND 3/4" NOTE 1 1 it/4" L I TI I BOLT -DOWN SLOT DETAIL SEE NOTE 1 SECTION B NOTES: 1. BOLT -DOWN CAPABILITY IS REQUIRED ON ALL FRAMES, GRATES, AND COVERS, UNLESS OTHERWISE SPECIFIED. PROVIDE TWO HOLES IN THE FRAME THAT ARE VERTICALLY ALIGNED WITH THE GRATE OR COVER SLOTS. THE FRAME SHALL ACCEPT THE 5/8"-11 NC x 2" ALLEN HEAD CAP SCREW BY BEING TAPPED, OR OTHER APPROVED MECHANISM. LOCATION OF BOLT -DOWN HOLES VARIES BY MANUFACTURER. 2. REFER TO STANDARD SPECIFICATION 9-05.15(2) FOR ADDITIONAL REQUIREMENTS. 3. USE ONLY IN SAGS ON VERTICAL CURVES. 4. FOR FRAME DETAILS, SEE STANDARD PLAN 204.00. UNLESS OTHERWISE NOTED, DRAWING IS MOTTO SCALE (NTS) STD. PLAN - 204.30 •• PUBLIC WORKS RECTANGULAR BI-DIRECTIONAL(IPRUVID: DEPARTMENT VASOFP"mmw-A-M11 VANED GRATE GAZ 9/2$/201$ c"r DATE SURVEYED: SCALE: ROBERT WEST 1 "=20' DESIGNED: GINA BROOKS DRAWN: DA AID VAUGHN ONE INCH CHECKED: AT FULL SCALE GINA BROOKS IF NOT ONE INCH NO. REVISION BY DATE APPR APPROVED: SCALE ACCORDINGLY GINA BROOKS VERTICAL: NAVD 1988 HORIZONTAL- NAD 1983/1991 DATU M :45 AN :45 AI DocuSign Envelope ID: 6EECF5B6-602A-4E4A-B436-A317AA638878 CATCH BASIN FRAME AND VANED GRATE PER STD. PLAN 204.00 RECTANGULAR OR CIRCULAR ADJUSTMENT SECTION (TWO SECTIONS MAX.) MO 4" MIN. RTAR, (TYP.), SEE NOTE 5 28" MAX. 16" MAX FLAT SLAB TOP 48", 54", 60", 72", 84", 96", 120" OR 144" SEE NOTE 6, TYP. 15 MAX. FOR MAINTENANCEI"O"RINGMIN, S OR ER L- " (TYP) 1" MIN. 2.5" MAX. REINFORCING STEEL, (TYP.) 12" MAX. GRAVEL BACKFILL FOR PIPE ZONE 12" BEDDING PER WSDOT STD. SPECIFICATION SECTION 9-03.12(3) 6" INTEGRAL BASE PRECAST PRECAST WITH RISER NOTES: 1. NO STEPS ARE REQUIRED WHEN HEIGHT IS 4' OR LESS. 2. THE BOTTOM OF THE PRECAST CATCH BASIN MAY BE SLOPED TO FACILITATE CLEANING. 3. THE RECTANGULAR FRAME AND GRATE MUST BE INSTALLED WITH THE FLANGE DOWN. THE FRAME MAY BE CAST INTO THE ADJUSTMENT SECTION. 4. 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 OF THE PIPE. AFTER THE PIPE IS INSTALLED, FILL THE GAP WITH JOINT MORTAR IN ACCORDANCE WITH STANDARD SPECIFICATION 9-04.3. 5. ALL GRADE RINGS, RISERS, AND CASTINGS SHALL BE SET IN MORTAR IN ACCORDANCE WITH STANDARD SPECIFICATION 9-04.3. 6. WHEN CONNECTING TO A NEW PIPE, USE A FLEXIBLE CONNECTOR (KOR-N-SEAL BOOT WITH CORRUGATED PIPE ADAPTER OR APPROVED EQUAL). WHEN CONNECTING TO AN EXISTING PIPE, USE A FABRICATED SAND COLLAR OF THE SAME MATERIAL AS THE CONNECTING PIPE. 7. MORTAR SHALL BE MIXED AND APPLIED PER MANUFACTURER'S DIRECTIONS. 8. FRAME SHALL BE ADJUSTED TO PAVEMENT GRADE BY TAPPING UNTIL FRAME IS FLUSH WITH PAVEMENT AS DETERMINED WITH A STRAIGHT EDGE OF SUFFICIENT LENGTH. 9. ALL MORTAR JOINTS SHALL BE TRIMMED FLUSH AND REMAIN VISIBLE UPON COMPLETION. CATCH BASIN DIMENSIONS CATCH BASIN DIAMETER MIN. WALL THICKNESS MIN. BASE THICKNESS MAXIMUM KNOCKOUT SIZE MINIMUM DISTANCE BETWEEN KNOCKOUTS 48" 4" 6" 36" 8" 54" 4.5" 8" 42" 8" 60" 5" 8" 48" 8" 72" 1 6" 1 8" 1 60" 1 12" 84" 1 8" 1 12" 1 72" 1 12" 96" 1 8., 12" 1 84" 12" 120" 1 10" 1 12" 1 96" 1 12" 144" 12" IT 108" 12" PIPE ALLOWANCES CATCH BASIN PIPE MATERIAL WITH MAXIMUM INSIDE DIAMETER DIAMETER CONCRETE ALL METAL CPSSPt SOLID WALL PVC PROFILE WALL PVC3 48" 24" 30" 24" 30" 30" 54" 30" 36" 30" 36" 36" 60" 36" 42" 36" 42" 42" 72" 42" 54" 42" 48„ 48" 84" 54" 60" 54" 48" 48" 96" 60" 1 72" 1 60" 48" 48" 120" 66" 1 84"1 60" 48" 48" 144" 78" 1 96" 1 60" 48" 1 48" 'CORRUGATED POLYETHYLENE STORM SEWER PIPE (STD. SPEC. 9-05.20) 2 STD. SPEC. 9-05.12(1) 3 STD. SPEC. 9-05.12(2) UNLESS OTHERWISE NOTED, DRAWING IS NOT TO SCALE (NTS) STD. PLAN - 201.00 •" PUBLIC WORKS [Rolm ' DEPARTMENT CATCH BASIN TYPE 2 GAZ 9/28/2018 I Pubkc Works Admi"Inrator DATE :45 Al R BR \�P•oF••••yO CIVIL ENGINEERING LANDSCAPE ARCHITECTURE W t z• PLANNING ' �s47a �F o, DESIGN SURVEYING W .� ST FSSc/ E .NG��CORE ✓O9 NO 18227 V ONAL 12100 NE 195th St, Suite 300 Bothell, Washington 98017 425.885.7877LQ 2/3/23 (DESIGN ONL`(') IN COMPLIANCE WITH CITY OF RENTON STANDARDS ;Z R-4.11112 CITY OF `(IDDIE RESEARCH DAYCARE CENTER J123 NE SUNSET BL VD RENTON RENTON, WA 98056 • Planning/Building/Public Works Dept. ROAD AND STORM DETAILS AND NOTES O v W V DATE: MAR. 2020 FIELDBOOK: \ PAGE: O DRAWING NO: O C4.32 SHEET: 12 OR 21 W v V NZ ti N. A. ©0.0000 / f � I I I , 14' 47x5' DEEP -I INF/L TRA TION DRY I WELL PER F/GU' �f I C. 2.2. C RIGHT NI A 0 I o I � � II II I, I, I, I, i I I , I, II ❑ I, I, I, U SEE PROF/LE VIEW, EET CB 4 1.5' W/DE FOOTING NDS DURASL Off TRENCH DRAIN SCALE: 1" = 10' 0 5 10 20 INFIL TRA T/ON DRY WELL - PLAN VIEW Vr'„r'",T PA F/L TER FABRIC — MI, OR APPROVED EOUA AND SIDES TOP 2 ELEV. 36 WASHED DRAIN ROCK 1 1/2" 3" (TYR) DRY WELL — PROF/LE VIEW. 1"10' DRYWELL BLDG SETBACK MIN 5' SETBACK REQUIRED PER 2016 KCSWOM SECTIONS C2.2.2 AND C2.2.3 AS BLDG /S SLAB ON GRADE. UNDISTURBED EARTH (TYR) NW7' NA. FINISH SURFACE RIM 371.93 U . TYPE 2-48"0 CB CB 4 8" SOLID PVC PIPE 0 5--0 J ELEV. 363.50 N.A. 8" If 367 368.69 (TYPE INFIL TRA T/ON DRY WELL - PROF/LE VIEW 1 "=2' Q t 12 IF 968.. 367. 91 OVERFLOW P/PE 8" IF 966 368.69 ROOF DRAIN REVISION ASBUIL T NOTF- ALL INFRASTRUCTURE APPURTENANCES ASBUIL T ARE INDICATED WITH DESIGN INFORMATION LINED OUT AND ADJACENT ASBUILT INFORMATION ADDED. ITEMS NOTED AS 'lVA. " WERE NOT ASBUIL T. SURVEYED: ROBERT WEST DESIGNED: GINA BROOKS DRAWN: DA VID VAUGHN CHECKED: GINA BROOKS BY DATE APPR APPROVED: GINA BROOKS SCALE: 1 "=10' ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY C.2.2 FULL INFILTRATION FIGURE C.2.2.0 SCHEMATIC REPRESENTATION OF A TYPICAL DRYWELL INFILTRATION SYSTEM ROOF DOWNSPOUT HOUSE ROOF FLOW DOWNSPOUT ROOF DOWNSPOUT OVERFLOW HOUSE SPLASH BLOCK FLOW F MIN. SETBACK FROM BUILDING FINE MESH SCREEN CATCH BASIN (YARD DRAIN) O ! 6tE FILLED WITH \1 2" - 3" WASHED DRAIN ROCK / MARK CENTER OF HOLE WITH 1" CAPPED PVC OR OTHER MEANS FLUSH WITH SURFACE TOPSOIL MIN. 4" DIA. PVC PIPE CATCH BASIN—J SIDES OF HOLE (YARD DRAIN) LINED WITH FILTER FABRIC 15' MIN. AS REQUIRED, SEE SECTION C.2.2.3 2017 City of Renton Surface Water Design Manual CONSTRUCTION RECORD DRA WINGS THIS CONSTRUCTION RECORD DRAWING /S A COPY OF THE APPROVED CONSTRUCTION DRAWINGS PREPARED BY CORE DESIGN, INC. AND HAS BEEN EDITED TO REFLECT ASSUIL T CONDITIONS. THE INFORMATION PROVIDED ON THESE RECORD DRAWINGS /S A COMB/NATION OF FIELD SURVEY INFORMATION AND DOCUMENTED FIELD REVISIONS. VERTICAL NAVD 1988 HORIZONTAL- NAD 1983/1991 DATU M C-51 SEE PLAN FOR DIMENSIONS 1' MIN. SEE PLAN FOR DIMENSIONS SEE PLAN FOR DEPTH VARIES HA�EFILLED WITH 1 2' - 3" WASHED DRAIN ROCK MIN. 1' ABOVE SEASONAL HIGH GROUNDWATER TABLE, SEE SECTION C.2.2.2 12/12/2016 CIVIL ENGINEERING CO zit LANDSCAPE ARCHITECTURE W PLANNING DESIGN SURVEYING W CORE ✓OB NO 18227 V 12100 NE 195th St, Suite 300 Bothell, Washington 98017 425.885.7877 2/3/23 (DESIGN ONL`I') Q IN COMPLIANCE WITH CITY OF RENTON STANDARDS R-411113 CITY OF RENTON Planning/Building/Public Works Dept. Q v W v DATE: k KIDDIE RESEARCH DA YCARE CENTER MAR. 2020 3123 NE SUNSET BL VD FlELDBooK: \ RENTON, WA 98056 PAGE: O DRAWING NO: C4.33 INFIL TRA T/ON DRY WELL DETAILS SHEEP: 13 OR 21 H H O O W I PLANTINGS IN THE DEDICATION AR GROUNDCOVERS ONLY AP REPLACE ANY REMOVED 0 w -w LANDSCAPE PLAN SCALE: 1" = 20' D \ SD ------------ G w w 61 A 11 J I II LL I I- I I F. oCw\J fI LJ I I T. \ SD � G PLANT SCHEDULE TREES QTY BOTANICAL NAME COMMON NAME SIZE SPACING 1 ACER CIRCINATUM VINE MAPLE 2" CAL. MIN. NATIVE • 2 MAGNOLIA GRANDIFLORA "LITTLE GEM" LITTLE GEM MAGNOLIA 2" CAL. MIN. ADAPTIVE 8 THUJA PLICATA'4EVER' TM FOREVER GOLDY ARBORVITAE 6' HT. MIN. NATIVE STREETTREES QTY BOTANICAL NAME COMMON NAME SIZE SPACING • 3 ACER SACCHARUM ' BARRETT COLE' APOLLO MAPLE 2" CAL. MIN. AS SHOWN SHRUBS QTY BOTANICAL NAME COMMON NAME SIZE SPACING 14 ABELIA X GRANDIFLORA 'KALEIDOSCOPE' KALEIDOSCOPE ABELIA 3 GAL./24" HT. MIN. 3- O.C. 16 ARALIA CORDATA'SUN KING' SUN KING ARALIA 5 GAL./24" HT. MIN. 4- O.C. + 108 CAREX ELATA ' BOWLES GOLDEN' BOWLES GOLDEN SEDGE 1 GAL 1.5' O.C. C�•1 19 CORNUS STOLONIFERA ' KELSEYI' KELSEY DOGWOOD 3 GAL/18" HT. MIN. 3- O.C. 20 FARGESIA DRACOCEPHALA ' RUFA' CLUMPING BAMBOO 5 GAL./30" HT. MIN. 3- O.C. *TO BE PLANTED WITH ROOT BARRIER* 14 FATSIA JAPONICA JAPANESE FATSIA 3 GAL./24" HT. MIN. 4- O.C. 3 FUCHSIA X 'LORD BYRON' LORD BYRON FUCHSIA 2 GAL/15" HT. MIN. AS SHOWN 6 LAVANDULA ANGUSTIFOLIA ' HIDCOTE' HIDCOTE LAVENDER 2 GAL/15" HT. MIN. AS SHOWN + 20 LEUCOTHOE FONTANESIANA 'RAINBOW' RAINBOW LEUCOTHOE 5 GAL/18"HT. MIN. 3' O.C. 15 LONICERA NITIDA'TWIGGY' BOX LEAF HONEYSUCKLE 2 GAL/15" HT. MIN. 3' O.C. O+ 59 NANDINA DOMESTICA 'SIENNA SUNRISE' HEAVENLY BAMBOO 3 GAL/18" HT. MIN. 2- O.C. 8 PHILADELPHUS CORONARIUS 'AUREUS' GOLDEN MOCK ORANGE 5 GAL/36" HT. MIN. 5- O.C. 4 YUCCA FILAMENTOSA'COLOR GUARD' ADAM'S NEEDLE 3 GAL./24" HT. MIN. 2.5- O.C. GROUND COVERS QTY BOTANICAL NAME COMMON NAME SIZE SPACING p pp pp 466 AJUGA REPTANS 'BURGUNDY GLOW' BURGUNDY GLOW CARPET BUGLE 4" POT 12" O.C. p p 835 ARCTOSTAPHYLOS UVA-URSI KINNIKINNICK 1 GAL. 18" O.C. 99 SF GREEN ROOF GROUNDCOVER GREEN ROOF GROUNDCOVER 4" POT 12" O.C. SEDUM SPATHULIFOLIUM / BROAD-LEAVED STONECROP ALLIUM CERNUUM / NODDING ONION PROJECT NOTES 1. ALL PORTIONS OF THE DEVELOPMENT AREA NOT COVERED BY STRUCTURES, REQUIRED PARKING, ACCESS, CIRCULATION OR SERVICE AREAS ARE LANDSCAPED WITH NATIVE, DROUGHT TOLERANT PLANTS PER PREAPPLICATION MEETING NOTES. 2. SEE SHEET L2.31 FOR PLANTING DETAILS AND PLANTING PATTERNS 3. ALL PLANTS SPECIFIED SHALL MEET THE MOST RECENT AMERICAN STANDARDS FOR NURSERY PLANT STOCK (ANSI Z60.1), PER RMC 4-4-070. 4. ALL OF THE LANDSCAPED AREA THAT IS NOT PLANTED WITH TREES AND SHRUBS OR COVERED WITH A TREE GRATE MUST BE PLANTED IN GROUND COVER PLANTS, WHICH MAY INCLUDE GRASSES. MULCH MUST BE CONFINED TO AREAS UNDERNEATH PLANTS AND IS NOT A SUBSTITUTE FOR GROUND COVER PLANTS. PER RMC 4-4-0701. 5. SHRUBS MUST BE AT LEAST A TWO (2) GALLON CONTAINER SIZE AT PLANTING. SHRUBS SHALL BE IN BEDS THAT INCLUDE A LAYER OF MULCH AT LEAST TWO INCHES (7) IN DEPTH. PER RMC 4-4-070.L. 6. ALL APPROVED LANDSCAPING SHALL BE INSTALLED BEFORE THE FINAL APPROVAL OF THE PERMIT OR LAND USE ACTION THAT TRIGGERED THE LANDSCAPING REQUIREMENT, PER RMC 4-4-070.M. 7. BENCHES- SEE SHEET A5.04 IN THE ARCHITECTURAL PLAN FOR DETAILED INFORMATION ON DESIGN. SCALE: 1" = 20' o zc Z- R-411115 EXISTING ROW DEDICATION AREA PLANTING TREES QTY BOTANICAL NAME COMMON NAME 6 ACER RUBRUM ' BOWHALL' BOWHALL RED MAPLE • 2 PSEUDOTSUGA MENZIESII DOUGLAS FIR -IRUBS QTY BOTANICAL NAME COMMON NAME 0 1 PRUNUS LAUROCERASUS 'OTTO LUYKEN' LUYKENS LAUREL qF13 RHODODENDRON MACROPHYLLUM PACIFIC RHODODENDRON 0 49 VIBURNUM TINUS ARROWWOOD CIVIL ENGINEERING CORE LANDSCAPE ARCHITECTURE PLANNING DESIGN SURVEYING CORE JOB NO 18227 12100 NE 195th St, Suite 300 Bothell, Washington 98011 425.885.7877 IN COMPLIANCE WITH CITY OF RENTON STANDARDS SURVEYED: ROBERT WEST STALE: 1 s20 VERTICAL NAVD 83/1 HORIZONTAL: NAD 1983/1991 DATUM M 0 TY O C V'R R E V T C V vallow Planning/Building/Public Works Dept. KIDDIE RESEARCH DA YCARE CENTER 3123 NE SUNSETpBL VD RENTON, IN,4 9UO56 LANDSCAPE PLAN DATE: MAR. 2020 DESIGNED: LINOSEY SOLORlO FIELDeooK: FADE: DRAWN: �I /� / /� �I �I DANIV Y VI LAVRAIV/-1 ONE INCH DRAWING NO: L2.01 CHECKED: LDIVOSEY SOLOE�O AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY NCl . REVISION DATE AP P R APPROVED: NDSEY S0L 000 SHEET: 20 OF: 21 H H O O W LANDSCAPE NOTES 1.) THE LANDSCAPE CONTRACTOR MUST BE LICENSED AND OR BONDED. CONTRACTOR MUST BE EXPERIENCED IN LANDSCAPE WORK OF THE BEST TRADE PRACTICES AND HAVE THE NECESSARY EQUIPMENT AND PERSONNEL TO PERFORM WORK. 2.) THE LANDSCAPE CONTRACTOR SHALL BE RESPONSIBLE FOR FAMILIARIZING HER/HIMSELF WITH THE SITE AND ALL OTHER SITE IMPROVEMENTS PRIOR TO THE START OF LANDSCAPE WORK. 3.) THE LANDSCAPE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROTECTION OF ALL UTILITIES AND USE CAUTION WHILE EXCAVATING IN ORDER TO AVOID DISTURBING ANY EXISTING UTILITIES. THE LANDSCAPE CONTRACTOR WILL PROMPTLY NOTIFY THE GENERAL CONTRACTOR AND OWNER OF ANY CONFLICTS. IN THE EVENT OBSTRUCTIONS ARE ENCOUNTERED DURING PLANTING ACTIVITIES, ALTERNATIVE LOCATIONS MAY BE SELECTED BY THE OWNER'S REPRESENTATIVE. 4.) THE LANDSCAPE CONTRACTOR SHALL COORDINATE ALL WORK RELATED TO OTHER TRADES AS REQUIRED. 5.) THE LANDSCAPE CONTRACTOR SHALL PROVIDE ALL PLANTS OF THE CORRECT SIZE, SPECIES VARIETY, QUANTITY AND QUALITY AS SPECIFIED ON PLANT SCHEDULE AND SYMBOLS ON LANDSCAPE PLAN. IF UNAVAILABLE, THE LANDSCAPE CONTRACTOR SHALL NOTIFY THE OWNER'S REPRESENTATIVE IMMEDIATELY AND PROVIDE THE NAMES AND TELEPHONE NUMBERS OF THREE NURSERY SUPPLIERS OR PLANT BROKERS THAT HAVE BEEN CONTACTED. SUBSTITUTIONS SHALL ONLY BE MADE UPON THE APPROVAL OF THE OWNER'S REPRESENTATIVE OR LANDSCAPE ARCHITECT. 6.) ALL PLANT MATERIAL SHALL BE INSPECTED AND APPROVED BY THE OWNER'S REPRESENTATIVE PRIOR TO PLANTING. ALL PLANT MATERIAL SHALL CONFORM TO THE LATEST EDITION OF AMERICAN STANDARD FOR NURSERY STOCK PUBLISHED BY THE AMERICAN NURSERY AND LANDSCAPE ASSOCIATION (ANSI Z60.1). 7.) THE LANDSCAPE CONTRACTOR SHALL DELIVER, MAINTAIN AND WATER PLANT MATERIAL UNTIL OWNERS FINAL ACCEPTANCE IS RECEIVED. 8.) THE LANDSCAPE CONTRACTOR SHALL TAKE ALL NECESSARY PRECAUTIONS TO PROTECT ALL PROPERTY, INCLUDING PAVEMENT, WALKWAYS, CURBS, FENCING, STRUCTURES, ETC.. DURING CONSTRUCTION. 9.) THE LANDSCAPE CONTRACTOR SHALL BE RESPONSIBLE FOR KEEPING INFORMED OF ALL EXISTING CODES, LAWS AND ORDINANCES RELATING TO THE WORK REQUIRED ON SITE, AND SHALL COMPLY ACCORDINGLY. 10.) THE LANDSCAPE CONTRACTOR SHALL COORDINATE WITH THE GENERAL CONTRACTOR TO ASSURE PROPER SUBGRADES ARE MET, 11.) THE LANDSCAPE CONTRACTOR SHALL SUBMIT THREE REPRESENTATIVE SOIL SAMPLES TO THE OWNER'S REPRESENTATIVE FOR TESTING BY AN APPROVED SOIL TESTING LABORATORY. AMENDMENTS SHALL BE ADDED TO THE SOIL MIX AS RECOMMENDED BY SOIL TESTING LAB. 12.) THE LANDSCAPE CONTRACTOR SHALL RAKE PREPARED AREAS AND REMOVE ANY ROCK OR DEBRIS OVER 1 ". ALL LAWN AREAS SHALL BE ROLLED TO PROVIDE A FIRM, SMOOTH SURFACE FREE OF DIVOTS OR MOUNDS. 13.) THE LANDSCAPE CONTRACTOR SHALL SET FINISHED AMENDED SOIL DEPTH BELOW EDGE OF HARDSCAPE ELEMENTS PRIOR TO MULCH AND/OR SOD INSTALLATION. GRADES SHALL BE SET 3" BELOW ADJACENT HARDSCAPE SURFACES FOR PLANTING BEDS AND 1" BELOW FOR LAWN AREAS. 14.) PER RMC 4-4-070L, THE LANDSCAPE CONTRACTOR SHALL PROVIDE A MINIMUM 2" DEEP LAYER OF MULCH IN ALL PLANTING BEDS, AND TREES SHALL INCLUDE A MULCH RING THAT HAS A DEPTH OF AT LEAST THREE INCHES (3") AND IS AT LEAST THREE FEET (3') IN RADIUS AROUND THE TREE. 15.) MULCH SHALL BE 100% NATURAL FIR OR HEMLOCK, FINE GROUND, OF UNIFORM COLOR, FREE FROM DYES, WEED SEEDS, SAWDUST & SCRAP LUMBER FIBER, TRASH, INORGANIC MATERIAL OR ANY OTHER COMPOUND DETRIMENTAL TO PLANT GROWTH. 16.) FERTILIZER SHALL BE A COMPLETE, BALANCED COMMERCIAL BRAND WITH COMPLETE CHEMICAL ANALYSIS SHOWN ON AN UNOPENED CONTAINER WHEN DELIVERED. FERTILIZER SHALL BE APPLIED AT RATES CONSISTENT WITH THE MANUFACTURER'S RECOMMENDATIONS AND SOIL TESTING LAB'S RECOMMENDATIONS. 17.) WORK AREAS TO BE KEPT NEAT AND ORDERLY AND FREE OF DEBRIS AND RUBBISH AT ALL TIMES DURING PROGRESS OF WORK. RAKE BEDS NEATLY TO AN EVEN FINE GRADE AROUND ALL PLANTS. ALL PAVED AREAS ARE TO BE CLEANED BY BROOM AND/OR WASHED AFTER EACH DAY'S WORK OR MORE FREQUENTLY AS REQUIRED. ALL PLANTING AREAS AND ADJACENT PAVED AREAS SHALL BE LEFT IN A NEAT AND CLEAN CONDITION UPON COMPLETION OF JOB. 18.) IF A DISCREPANCY EXISTS BETWEEN THE PLANT QUANTITIES ON THE PLANT SCHEDULE AND THOSE SHOWN ON THE PLAN THE QUANTITIES ON THE PLAN SHALL GOVERN. 19.) PROPOSALS FOR PLANT SUBSTITUTIONS, LOCATION ADJUSTMENTS, SOIL AMENDMENTS OR ANY VARIATIONS FROM THE APPROVED PLANS SHALL REQUIRE PRIOR APPROVAL BY THE RESPONSIBLE OFFICIAL. 20.) DRAINAGE: CONTRACTOR SHALL NOTIFY THE OWNER OF ANY LOW POINTS OR FORESEEN POOR DRAINING AREAS EXISTING ON -SITE AND PROVIDE CORRECTIVE DRAINAGE PLANS PRIOR TO COMMENCING LANDSCAPE WORK. THE CONTRACTOR IS RESPONSIBLE FOR PROVIDING POSITIVE DRAINAGE IN ALL FINISHED LANDSCAPE AREAS THAT ARE PART OF THIS SCOPE OF WORK. ALL POSITIVE DRAINAGE FROM LANDSCAPE AREAS SHALL BE DISCHARGED APPROPRIATELY AND SHALL NOT CREATE DRAINAGE PROBLEMS OFF -SITE OR IN OTHER AREAS OF THE PROJECT. FINISHED LANDSCAPE AREAS WITH PONDING WATER OR OTHER POOR DRAINAGE CONDITIONS SHALL BE CORRECTED AT THE CONTRACTOR'S EXPENSE. 21.) LAWNS SHALL BE HYDROSEEDED WITH "SIGNATURE" AS SUPPLIED BY JB INSTANT LAWN OR APPROVED EQUAL. THE SEEDED AREA MUST BE PROTECTED BY A BARRIER WITH SIGNS THAT READ "KEEP OFF NEWLY SEEDED LAWN AREA". 22.) OWNER SHALL APPROVE PLANT MATERIAL & PLANTING BED LOCATION PRIOR TO INSTALLATION. ALLOW 24 HOURS MINIMUM NOTIFICATION FOR INSPECTION REQUEST. PLANT MATERIAL THAT HAS BEEN APPROVED FOR INSTALLATION SHALL BE PLANTED WITHIN 24 HOURS. INSTALLATION SHALL NOT BE CONDUCTED UNDER ADVERSE WEATHER CONDITIONS WITHOUT PRIOR APPROVAL OF THE RESPONSIBLE OFFICIAL. PLANT MATERIAL THAT CANNOT BE PLANTED WITHIN ONE DAY FOLLOWING ARRIVAL SHALL BE HEELED -IN, KEPT MOIST AND PROTECTED AT ALL TIMES FROM EXTREME WEATHER CONDITIONS. PLANTS SHALL BE STORED AT THE SOLE RESPONSIBILITY OF THE CONTRACTOR. 23.) TREE PITS SHALL BE A MINIMUM OF TWO TIMES (2x) THE DIAMETER OF THE TREE'S ROOT MASS. ADDITIONAL AERATION MAY BE REQUIRED AS DIRECTED BY THE RESPONSIBLE OFFICIAL. ADD WATER TUBES TO THE TREE PLANTINGS IN PAVED AREAS. 24.) STREET TREES SHALL BE SYMMETRICAL AND UNIFORM IN APPEARANCE, SIZE AND STRUCTURE. 25.) STREET TREE AND SHRUB INSTALLATIONS SHALL CONFORM TO THE FOLLOWING GENERAL GUIDELINES: A.) TREES SHALL NOT BE PLANTED IN LOCATIONS THAT COULD LEAD TO ROOTS DAMAGING SIDEWALKS OR CURBING, OR IN ANY OTHER LOCATION THAT MAY CAUSE A SAFETY CONCERN. 26.) PLANT MATERIALS SHALL BE GUARANTEED FOR A PERIOD OF TWO YEARS. PLANT MATERIAL THAT HAS LOST MORE THAN 30 PERCENT OF ITS NORMAL FOLIAGE SHALL BE REPLACED AT CONTRACTOR'S EXPENSE AS DIRECTED BY THE RESPONSIBLE OFFICIAL. 27) SOIL SHALL BE PREPARED FOR LANDSCAPE INSTALLATION ACCORDING TO INDUSTRY STANDARDS TO BE CONDUCIVE TO THE HEALTHY GROWTH OF NEW PLANTS. TOPSOIL SHALL BE RICH IN ORGANIC MATERIAL OR AMENDED TO BE SO. CLAY SOIL IS NOT ACCEPTABLE AND MUST BE REMOVED FROM LANDSCAPE AREAS IF NATURALLY PRESENT ON SITE. PER RMC 4-4-070.J. PLANT SPACING PER PLANT TYPE; SEE SCHEDULE NOTE: TO AVOID LANDSCAPE INTRUSION INTO PATHS, THE FOLLOWING PLANTING SPACING OFF -SETS FROM EDGE OF ALL PATHS, DRIVES, ACCESS ROUTES, ETC. SHALL BE MET: GROUND COVER: 18" SMALL SHRUBS (UNDER 3' TALL): 30" MEDIUM SHRUBS (FROM 3' TALL TO 6'): 42" LARGE SHRUBS (OVER 6' TALL): 48" DETAIL: PLANTING SPACING NOT TO SCALE WCTION C 2 ON -SITE RMPS FIGURE C.2.15.13 SCHEMATIC REPRESENTATION OF A VEGETATED ROOF TRAY SYSTEM 12/12/2016 201'/Ciiy of Renlon Surface Water De.�ib Mannal C-106 DETAIL: SCHEMATIC VEGETATED ROOF TRAY SYSTEM NOT TO SCALE 12X ROOTBAI DIA. GROUNDCOVER 2" LAYER OF MULCH; TAPER TO CROWN FINISHED GRADE ROOTBALL TOPSOIL BACKFILL & FERTILIZER CUT NEW ROOT MASS TO STIMULATE NEW ROOT GROWTH UNDISTURBED NATIVE SOIL 2 X ROOTBALL DIA. DETAIL: PLANTING GROUNDCOVER STAKING NOTES: RUBBER HOSE AT TREE; HOSE PLANT TREE SO THAT THE TRUNK SHALL BE LONG ENOUGH TO CROWN IS VISIBLE AT THE TOP OF ACCOMMODATE 1 YEAR'S • • • • e e • THE ROOTBALL; SET TOP OF GROWTH AND BUFFER ALL • • °•° e • ROOTBALL FLUSH TO GRADE; DO BRANCHES FROM THE WIRE e • e •• e ° • °e ° e NOT COVER THE TOP OF THE • e • e °e ROOTBALL WITH SOIL 3 HARDWOOD STAKES OR OTHER ° e •e e e • e ° e e' e e APPROVED MATERIAL; ALL • °e° STAKES TO BE DRIVEN OUTSIDE • • °* e ° e e MIN. 2" MULCH; DO NOT PLACE IN THE ROOTBALLL, AT 120' SPACING • ° • ° a se CONTACT WITH TRUNK e • • $ • e • e GALVANIZED WIRED OR CABLE; • • e • • • • REMOVE ALL TWINE, WIRE TWIST WIRE TO TIGHTEN ONLY ° e e AND BURLAP FROM TOP ENOUGH TO KEEP FROM SLIPPING • e • 90•°•e HALF OF ROOTBALL; NON (ALLOW FOR SOME TRUNK ° • • • • BIODEGRADABLE MATERIAL MOVEMENT) • • e e ° SHALL BE REMOVED COMPLETELY 3' 4" HIGH EARTH SAUCER AROUND EDGE OF PLANTING PIT FINISH GRADE r i I X ROOTBALL DIA. PLANT SET CROWN OF PLANT AT FINISHED GRADE 2" LAYER MULCH; TAPER TO CROWN SAUCER 2" HIGH FINISHED GRADE ROOTBALL TOPSOIL BACKFILL & FERTILIZER ROUGHEN ALL SURFACES OF PIT 2 X ROOTBALL DIA. - DETAIL: PLANTING SHRUB CONDITION 1: PLANTER STRIP TREE CLOSER ADJACENT STORM LINE OR 4' f U1 NOT TO SCALE INSTALL ROOT BARRIER ON ONE OR BOTH SIDES OF PLANTER STRIP AS NECESSARY S PLANTER STPII \\�\.- _ •;�.r�y;,� .;Y=.;. / ROUGHEN EDGES OF PIT \\ Y�;•1»s-s —•<• '- TAMP TOPSOIL BACKFILL NOTES: ! AROUND ROOTBALL BASE 1. ROOT BARRIER TO BE NDS, MODEL RP 2450, OR APPROVED E DIVALENT EXISTING STORM Q ROOTBALL ` -' .:- FIRMLY WITH FOOT DRAINAGE LINE (TYP.) 2. INSTALL PRODUCT PER MANUFACTURER'S SPECIFICATIONS. 3. INSTALL PRODUCT A MINIMUM OF 3BEYOND CENTER OF TREE IN EACH DIRECTION DIMENSION PRESSURE AVOID SHIFT OF ROO BALD PARALLEL TO UTILITY LINE. 4. ALL TREES LOCATED WITHIN PLANTER STRIPS TO RECEIVE ROOT BARRIER. STAKES SHALL ` \ /\' /� PLACE ROOTBALL ON EXTEND A MIN. OF 12" 1' UNEXCAVATED/UNDISTRUBED INTO UNDISTURBED NATIVE SOIL PEDESTAL TO SOIL PREVENT SETTLING 2 x ROOTBALL DIA. DETAIL: PLANTING DECIDUOUS TREE DETAIL: ROOT BARRIER NOT TO SCALE NOT TO SCALE R-411116 CIVIL ENGINEERING CORE LANDSCAPE ARCHITECTURE PLANNING DESIGN SURVEYING CORE JOB NO 18227 12100 NE 195th St, Suite 300 Bothell, Washington 98011 425.885.7877 IN COMPLIANCE WITH CITY OF RENTON STANDARDS SURVEYED: SCALE: DATE: ROBERT WEST VERTICAL: NAVD 1988 IfIDD/E RESEARCH DA YCARE CENTER MAR. 2020 DESIGNED: 1 1 20 HORIZONTAL: NAD 1983/1991 0 TY O LINOSEY SOL ORlO J123 NE SUNSETp SL VD FIELDBOOK: DRAWN: R E T O O V RENTON, WA9U056 FADE: VR DAIVNY VlI ZAGRAIVA ONE INCH DRAWING NO: DATUM U M CHECKED: AT FULL SCALE Planning�Building�Public Works Dept. L2�3� LDNDSEY SO�ORIO IF NOT ONE INGH LANDSCAPE NOTES AND DETA/LS . U �i`/ DATE AP P R APPROVED: SCALE ACCORDINGLY SHEET: 21 OF: 21 LINOSEY SOLORID