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HomeMy WebLinkAboutzR-3973Seta CIVIL CONSTRUCTION PERMIT M Iq PUGETPUGETL)1?1VE T(? WVNI=1OMES 0 � FOR TUSCANY CONSTRUCTION CITY OF RENTON ,, WASHINGTON W 0 Z Uj W -51 ROLLING HILLS CONDO V. 34 PGS. 14-49 s _ N8910'05"E 130.04_ 82 � Cl I r LOT 1 ti ---- I 20,251t SF -- o + OR Y Bl C2 .. ROLLING HILLS CONDO r r V. 34 PGS. 14-49 N N \ H.M. SYRSTAD SHORT PLAT REC. NO. 7907209017 LOT 2 OZ \ Al 12 N753g.00» w it N. co, L-�-� L z-s-J N8T1 0'05"1 150.00 W,$ N8910'05"E 130.04 4f00 5�00 N89°10'05"E 418.16 (6�007.85 (M) 7f00 SO. PUGET DRI VE CORE JOB NO. 16114T LOT 3 CONSTRUCT/ON RECORD DRA WING N. 1/4 CDR., SEC 20.23-M OTI DE RENTON CONTROL F415 NOT SEARCHED. HELD PUBLOHM HORIZONTAL VALUES. Sf 00 00 139.83 (C) (140.14 V I` w ILE-) I N LOQo o o, S 1/4 SEC TRO'iE CITY OF RENTON CONTROL iB95�� SEARCHED - NOT EWND. HELD PUBLISHED HORIZONTAL VALUES 29 HORIZONTAL CONTROL DIA GRA M I" = 50' LEGAL DESCRIPTION LOT 1, C/TY OF RENTON SHORT PLAT NO.. 275-79, RECORDED UNDER RECORDING NO 7907209017, BEING A PORT/ON OF THE SOUTHEAST QUARTER OF THE SOUTHWEST QUARTER OF SECTION 20, TOWNSHIP 23 NORTH, RANGE 5 EAST, W/LLAMETTE MERIDIAN, IN KING COUNTY, WASHINGTON. OWNER/APPLICANT TUSCANY CONSTRUCTION P.O. BOX 6127 BELLEI/UE, WASHINGTON 98008 CONTACT BOB WENZL (206) 714-6707 ENGINEER/SURVEYOR/LANDSCAPE ARCHITECTURE CORE DESIGN INC. 12100 N.E. 195TH STREET, SUITE 300 BOTHELL, WASHINGTON 98011(425) 885-7877 CONTACT ROSERT D. WEST, P.L.S. - PRO✓ECT MANAGER SHER/ H. MURATA, P.E. - PRO✓ECT ENGINEER LINDSEY B. SOLOR/0, R.L.A. SITE INFORMA TION PARCEL NO. 2023059056 ADDRESS- 1506 S PUGET DRIVE DA TUM NA I/D 88 (CITY OF RENTON) BASIS OF BEARINGS NORTH -SOUTH CENTER OF SECTION 20-23--5E BETWEEN CITY OF RENTON CONTROL MONUMENTS 1415 AND 895,6f ING NO 46'12'E BENCHMARKS CITY OF RENTON CONTROL POINT NO 784 TOP OF 3/8" BRASS PLUG SET /N CONCRETE MONUMENT AT INTERSECT/ON OF PUGET DRIOf- S.E. AND S.E. 19T/l STREET. N.• 172240.0295, E.• 1304611.8855 ELEI/A TION = 417.571 FEET CITY OF RENTON CONTROL POINT NO 895 FOUND A 3" DOMED BRASS DISC STAMPED "TOWNSEND & ASSOC. LS 9634" FLUSH WITH THE ASPHAL T PA Vf-MENT 2.5' SOUTHERL Y OF THE CONSTRUCTED CENTERL/NE OF JONES PLACE SE A T THE CENTERLINE OF THE 0Vf -RHEA D CROSSING TRANSMISSION LINES. N• 170706. 0037, E.• 1.303177 J576 ELEVATION = 408.874 UTILITY CONTACTS ELECTRICITY/NATURAL GAS: PUGET SOUND ENERGY P 0 BOX 97034 BELLEIWE, WASHINGTON 98009 1-800-321-7890 CABLE COMCAST 14870 NE 95TH STREET REDMOND, WASHINGTON 98052 1-877-824-2288 TESC SUPERVISOR w FONN SENER/WATER CITY OF RENTON 1055 S GRADY WAY RENTON, WA 98057 425-430-7234 SURVEYED: DESIGNED: DRAWN: CHECKED: SHEET INDEX C/wz. C1.01 COVER SHEET AND HORIZONTAL CONTROL PLAN C1.02 BOUNDARY AND TOPOGRAPHIC PLAN C1.03 SITE AND COMPOSITE UTILITY PLAN C2.01 TEMPORARY EROSION AND SEDIMENTA TION CONTROL PLAN C2.31 TESC NOTES C2.32 TESC DETAILS C3.01 GRADING PLAN C3.31 SITE DETAILS AND NOTES C4.01 ROAD AND STORM PLAN AND DRI VEWA Y PROFILE C4.31 ROAD AND STORM DETAILS AND NOTES C4.32 DETENTION VAUL T DETAIL C5.01 SANITARY SEWER AND WATER PLAN C5.31 SANITARY SEWER AND WATER DETAILS C5.32 SANITARY SEWER AND WATER NOTES LANDSCAPE.• L 1.01 TREE RETENTION PLAN L2.01 LANDSCAPE PLAN L2.31 LANDSCAPE NOTES AND DETAILS L3.01 IRRIGATION PLAN L3.02 /RRIGA TION SPECIFICA TIONS L3.31 /RRIGA TION DETAILS LIGHTING.• 1-01 STREET LIGHTING PLAN lL -02 STREET LIGHTING DETAILS PERMIT NUMBER CIVIL CONS TRUCTION.• C1700461 BUILDINGS- 817004677, 817004679, 817004681, AND 31700468J NOTES N KING COUNTY SW SECTION 20, TOWNSHIP 23N, RANGE 05E O O 1. ALL TITLE INFORMATION SHOWN ON THIS MAP HAS BEEN EXTRACTED FROM FIRST AMER/CAN TITLE INSURANCE COMPANY ALTA PLAIN LANGUAGE COMMITMENT NO.. 4209-26J6536, DATED APR/L 7, 2016. IN PREPARING THIS MAP, CORE DESIGN, INC. HAS CONDUCTED NO INDEPENDENT TITLE SEARCH NOR /S CORE DESIGN, INC. AWARE OF ANY TITLE ISSUES AFFECTING THE SURVEYED PROPERTY OTHER THAN THOSE SHOWN ON THE MAP AND DISCLOSED BY THE REFERENCED FIRST AMER/CAN TITLE INSURANCE COMPANY COMMITMENT. CORE DESIGN, INC. HAS RELIED WHOLL Y ON FIRST AMER/CAN TITLE INSURANCE COMPANY REPRESENTATIONS OF THE TITLE'S CONDITION TO PREPARE TH/S SURW-Y AND THEREFORE CORE DESIGN, INC. QUALIFIES THE MAPS ACCURACY AND COMPLETENESS TO THAT EXTENT. 2. THIS SURI/EY REPRESENTS V/S/BLE PHYSICAL /MPR01/EMENT CONDITIONS EXISTING ON JUL Y 6, 2016. ALL SUR I/EY CONTROL IND/CA TED AS 'FOUND " WAS RECO l/ERED FOR THIS PROJECT IN JUL Y, 2016 J PROPERTY AREA = 20,2511 SQUARE FEET (0.464901 ACRES) A ALL DISTANCES ARE /N FEET. 5. THIS /S A FIELD TRAVERSE SURVEY. A SOKK/A RVE SECOND COMBINED ELECTRONIC TOTAL STATION WAS USED TO MEASURE THE ANGULAR AND DISTANCE RELATIONSHIPS BETWEEN THE CONTROLLING MONUMENTA TION AS SHOWN CLOSURE RATIOS OF THE TRA I/ERSE MET OR EXCEEDED THOSE SPECIFIED /N WAC 332-130-090. ALL MEASURING INSTRUMENTS AND EQUIPMENT ARE MAINTAINED /N ADJUSTMENT ACCORDING TO MANUFACTURERS SPEC/F/CATIONS. 6. UT/L/TIES OTHER THAN THOSE SHOWN MA Y EXIST ON THIS SITE. ONL Y THOSE UT/L/TIES WITH EWDENCE OF THEIR /NSTALLAT/ON V1518LE AT GROUND SURFACE ARE SHOWN HEREON. UNDERGROUND UTILITY L OCA TONS SHOWN ARE APPROX/MA TE ONL Y. UNDERGROUND CONNECTIONS ARE SHOWN AS STRAIGHT LINES BETWEEN SURFACE UTILITY LOCATIONS BUT MAY CONTAIN BENDS OR CURIES NOT SHOWN. SOME UNDERGROUND LOCATIONS SHOWN HEREON MA Y HA IE BEEN TAKEN FROM PUBLIC RECORDS. CORE DESIGN ASSUMES NO LIABILITY FOR THE ACCURACY OF PUBLIC RECORDS. DISTURBED AREA (SQUARE FEET AND ACRES) = 20,056 / 0.46 GROSS IMPERVIOUS AREA (SQUARE FEET AND ACRES) = 13,, 438 / 0 J1 NET NEW IMPERVIOUS AREA (SQUARE FEET AND ACRES) = 8,235 / 0.19 BUILDING COVERAGE = 8,029 PARKING COUNT (MOTOR VfRICLE AND BICYCLE (IF APPLICABLE) = 8 VfH/CLE GARAGE PARKING PLACES CRITICAL AREA ON SITE OR WITHIN 200 FEET OF SITE = 0 ZONING- RM-F MAX/MUM ALLOWED IMPERVIOUS SURFACE BY ZONING (9 AND SQUARE FEET) = 759 / 15, 042 MAXIMUM ALLOWED BUILDING COVERAGE BY ZONING = 651 / 13,, 036 DAP SCALE. VERTICAL* NAVD 1988 HORIZONTAL- NAD 1983/1991 CITY OF IMG(7 %R) SES RENTON ONE IN DATU M MAM AT FULL SCALE Planning/Building/Public Works Dept. IF NOT ONE INCH SHM SCALE ACCORDINGLY SW 7TH ST W wPY RNOLD J GRP Qom PARK S I-405 FWY SITE c �o SW 19TH --A U) z �� ST < J Q S PUGET DR > Q o = W SW 27TH SE 164TH ST ST F Q SE ST Q� Li Q CD °s W 00 SE 1 H ST > Q SE 168TH s� ? n ST CO /I w > ¢ �y °l SW 34TH ST SE 172N ST SE ETROVITSKY R f I L VICINITYMAP N 1**' = 2, 500'f CERTIFICA TION / CERTIFY THAT THE INFORMATION SHOWN HERON #H16H WAS AS -BOIL T BY CORE DESIGN, INC. AND MAY INCLUDE LOCATIONS, ELEI/ATONS, DEPTHS, PIPE SIZES, AND AS -BOIL T COMMENTS, ACCURA TEL Y REFLECTS EXISTING FIELD CONDITIONS AS DETERMINED BY ME OR UNDER MY DIRECT SUPER VISION ON 912JI19. CONSTRUCTION RECORD DRAWING gIDEKO of -WA."-. CIVIL CIVIL ENGINEERING LANDSCAPE ARCHITECTURE J coff PLANNING �• 41846� DESIGN SURVEYING TONAL 12100 NE 195th St, Suite 300 Bothell, Washington 98017 425.885.7877 R-3973 01 IN COMPLIANCE WITH CITY OF RENTON STANDARDS TITLE SHEET/HORIZONTAL AND VERTICAL CONTROL SHEET DATE: SEPT. 2017 PAGE: C1.01 T: 1 OF: 22 1 O O X lU ROLLING HILLS CONDO V. 34 PGS. 14- 49 /V �� VERT/CAL DATUM % I � FND 5/8" REBAR/CAP � NAVD 88 (CITY OF RENTON) "LS 8528", 0.6'NxO.9'E �� X X BENCHMARK OF PROP. CORNER / N891 0 '0 130.04 CITY OF RENTON CONTROL POINT NO. 784 TOP OF 3 8" BRASS PLUG SET IN CONCRETE MONUMENT AT I I I / ( ) INTERSECTION OF PUGET DRIVE S.E. AND S.E. 19TH STREET. I DRIPLINE TYP 172240.0295, E: 1304611.8855 I I �Iq, ELEVATION = 417 571 FEET Q SCALE. 1 = 20 CITY OF RENTON CONTROL POINT N0. 895 M I ) I F' __ FOUND A 3" DOMED BRASS DISC STAMPED "TOWNSEND & ASSOC. / / / 0 10 20 40 LS 9634" FLUSH WITH THE ASPHALT PAVEMENT 2.5' SOUTHERLY OF THE CONSTRUCTED CENTERLINE OF JONES PLACE SE AT THE CENTERLINE OF THE OVERHEAD CROSSING TRANSMISSION LINES. / cv a LOT i 170706.0037, E: 1303177.3576 ' / 20,251f SF ELEVATION = 408.874 I I EXISTING IMPERVIOUS AREA, SQUAREFOOT AND ACRES = 2,835 0.07 EXISTING PERVIOUS AREA, SQUARE FOOT AND ACRES = 17,221 / 0.39 I \ \ \ \ \ \ ` BC=371.34 ` TC=371.84 _ SDI WALK GRASS ROLLING HILLS CONDO I rn'titi V. 34 PGS. 14-49 I DECK 3" DIA. CAPPED METAL PIPE Iz ............ \ 3 Fq 1506 S. PUGET DR. RA 9805 INSOTORYIHOUSES q-,��cticyT� 40� SLOPE I I 10 AREA A= \ / <1'' p�q/ 282 SF` \ I I I GRASS W w /C=37 9' CB #8011, TYP I TC=377W ' RIM EL=372.7 90 8"CMP(S)1 �369.85 / S S SDMH #8010, TYPE II RIM EL=372.16 \ ------- _ 8"CMP(N)IE=367.98 \ 18"CONC(E)IE=367.84 12"CMP(S)IE=367.01 \ 24"CONC(W)IE=366.49 \ W NOTES `. ALL TITLE INFORMATION SHOWN ON THIS MAP HAS BEEN EXTRACTED FROM FIRST AMERICAN TITLE INSURANCE COMPANY ALTA PLAIN LANGUAGE COMMITMENT NO. 4209-2636536, DATED APRIL 7, 2016. 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 p AND DISCLOSED BY THE REFERENCED FIRST AMERICAN TITLE INSURANCE COMPANY COMMITMENT. CORE DESIGN, INC. HAS RELIED WHOLLY ON FIRST AMERICAN TITLE INSURANCE COMPANY REPRESENTATIONS OF THE TITLE'S CONDITION TO PREPARE THIS SURVEY AND THEREFORE CORE DESIGN, INC. QUALIFIES THE MAP'S = p ACCURACY AND COMPLETENESS TO THAT EXTENT. 2. THIS SURVEY REPRESENTS VISIBLE PHYSICAL IMPROVEMENT CONDITIONS EXISTING ON JULY 6, 2016. ALL SURVEY CONTROL INDICATED AS "FOUND" WAS RECOVERED FOR THIS PROJECT IN JULY, 2016. 0 v 3. PROPERTY AREA = 20,251t SQUARE FEET (0.46490t ACRES). ~ 4. ALL DISTANCES ARE IN FEET. 5. THIS IS A FIELD TRAVERSE SURVEY. A SOKKIA FIVE SECOND COMBINED ELECTRONIC TOTAL STATION WAS I� USED TO MEASURE THE ANGULAR AND DISTANCE RELATIONSHIPS BETWEEN THE CONTROLLING MONUMENTATION W 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 c� MANUFACTURER'S SPECIFICATIONS. j 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 Q 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 Z LOCATIONS SHOWN HEREON MAY HAVE BEEN TAKEN FROM PUBLIC RECORDS. CORE DESIGN ASSUMES NO LIABILITY FOR THE ACCURACY OF PUBLIC RECORDS. Z L N CIVIL ENGINEERING coff LANDSCAPE Q ARCHITECTURE "111111zm� DESI G N PLANNING SURVEYING 12100 NE 195th St, Suite 300 Bothell, Washington 98011 425.885.7877 CORE JOB NO. 16114T CONC. 6' WIDE CONC. SIDEWALK'••ARE630 �}0 a•.SLOPE -s \ PLANTER 00 .- / EXISTING GRADE LCS W / _N Z H.M. SYRSTAD SHORT PLAT / ASPHALT REC. NO. 7907209017 \ LOT 2 W \ U Z Uj 0 \ o 0CD x in /RIM SSMH #8042 \ EL=378.16 / \ BC=380.53 / o \ TW=381.03 ,n BC=384.42 TC=384.92 / CURB CUT CURB CUT BC=38 86 W BC=387.48W 16" WATERLINE W CTR CHANNEL-36�8.9� W W W 8" NW, OUT ` / 1212�TERLINE W W W��W W W 1* W `O W h ,v�i ,you S SD S S M� S N89'10'05"E 418.1� 7.85 (M) ` SO. PUGET DRIVE ` (PUBLIC) \ BASIS OF BEARINGS NORTH -SOUTH CENTER OF SECTION 20-23-5E BETWEEN CITY OF RENTON CONTROL MONUMENTS #415 AND 895 BEING N01'46'12"E REFERENCES 1. H.M. SYRSTAD SHORT PLAT RECORDED UNDER RECORDING NO. 7907209017. 2. RECORD OF SURVEY RECORDED UNDER RECORDING NO. 7807119014. 3. RECORD OF SURVEY RECORDED UNDER RECORDING NO. 7807189005. 4. RECORD OF SURVEY RECORDED UNDER RECORDING NO. 19990916900011. 5. KING COUNTY DEPARTMENT OF ASSESSMENTS QUARTER SECTION MAPS A) SW 20-23-05 B) SE 20-23-05 LEGAL DESCRIPTION LOT 1, CITY OF RENTON SHORT PLAT NO. 275-79, RECORDED UNDER RECORDING NO. 7907209017, BEING A PORTION OF THE SOUTHEAST QUARTER OF THE SOUTHWEST QUARTER OF SECTION 20, TOWNSHIP 23 NORTH, RANGE 5 EAST, WILLAMETTE MERIDIAN, IN KING COUNTY, WASHINGTON. RESTRICTIONS 1. THIS SITE IS SUBJECT TO A PUGET SOUND POWER AND LIGHT COMPANY EXCEPTIONS AND RESERVATIONS CONTAINED IN DEED RECORDED UNDER RECORDING NUMBER 2431602. NOT SHOWN. 2. THIS SITE IS SUBJECT TO A UNITED STATES OF AMERICA TRANSMISSION LINE EASEMENT, INCLUDING THE TERMS AND PROVISIONS CONTAINED THEREIN RECORDED UNDER RECORDING NUMBER 3178380. NOT SHOWN. 3. THIS SITE IS SUBJECT TO A UNITED STATES OF AMERICA TRANSMISSION LINE EASEMENT, INCLUDING THE TERMS AND PROVISIONS CONTAINED THEREIN RECORDED UNDER RECORDING NUMBER 3259447. SHOWN HEREIN. 4. THIS SITE IS SUBJECT TO COVENANTS, CONDITIONS, RESTRICTIONS AND/OR EASEMENTS; BUT DELETING ANY CONVENANT, CONDITION OR RESTRICTION INDICATING A PREFERENCE, LIMITATION OR DISCRIMINATION BASED ON RACE, COLOR, RELIGION, SEX, HANDICAP, FAMILY STATUS, OR NATIONAL ORIGIN TO THE EXTENT SUCH COVENANTS, CONDITIONS OR RESTRICTIONS VIOLATE TITLE 42, SECTION 3604(C), OF THE UNITED STATES CODES: RECORDED UNDER RECORDING NUMBER 7907200694. 5. THIS SITE IS SUBJECT TO ANY AND ALL OFFERS OF DEDICATION, CONDITIONS, RESTRICTIONS, EASEMENTS, BOUNDARY DISCREPANCIES OR ENCROACHMENTS, NOTES AND/OR PROVISIONS SHOWN OR DISCLOSED BY SHORT PLAT OR PLAT NO. 275-79 RECORDED UNDER RECORDING NUMBER 7907209017. NO. REVISION LOT 3 17 7\"-N.- - 1 /4 COR., SEC 20 23 5E CITY OF RENTON CONTROL #415 NOT SEARCHED. HELD PUBLISHED HORIZONTAL VALUES. I I I Z a m m L, 0 En Q m w CV CD mod• I O Z N8910'05"E 150.00- r TCI CABLE ® ® I ss ® BUS ST� CUR CUT CURB CUT BC=400.06 BC----394.77 BC= 6.79 RI H #8056 / TC=400.46 v W W W PTR CH REL=397.46 CB #8028, YPE I RIM " WOUT I EL=.03 8""CMP(=389.40 W rn W , W co YELLOW DOTS '"� I o CB #8019, TYPE I RIM EL=392.82 8" CMP(N)IE=387.33 Of 18"CONC(S)IE=386.76 00 Lq 18"CONC(W)IE=386.52 LO co W Lq co LO z CONSTRUCTION RECORD DRAWING s"RMED` DAP DESIGNED: VMG DRAWN: LGw CHECKED: MAU BY DATE I APPR APPROVED: SHM ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY VERnCAL• NAVD 1988 HORIZONTAL- NAD 1983/1991 DATU M i i i ' J I ' Q i i C3 , o� i S. 1/4 COR., SEC 20-23-5E CITY OF RENTON CONTROL #895 SEARCHED - NOT FOUND. HELD PUBLISHED HORIZONTAL VALUES. - 29 .� CITY OF 1;R] RENTON Planning/Building/Public Works Dept. LEGEND LEGEND ITEMS ® FOUND MONUMENT AS NOTED O FOUND CORNER AS NOTED O SANITARY SEWER MH STORM DRAIN MH ❑� CATCH BASIN OO WATER MH ® WATER METER © GAS METER © CABLE BOX ® TELEPHONE PEDESTAL E3 POWER JUNCTION BOX LIGHT STANDARD PVC POWER VAULT ® MAILBOX AP APPLE TREE / DIAMETER DEC DECIDUOUS TREE / DIAMETER FIR FIR TREE / DIAMETER M MAPLE / DIAMETER 139.83 (C) (140.14 R1) FND MON 0.31 W FROM CALCULATED POSITION. ELEV=414.39 FEET I CITY OF RENTON #784 FND BRASS PLUG IN CONC. MON IN CASE. HELD PUBLISHED HORIZONTAL POSITION. HELD PUBLISHED ELEVATION=417.57 FEET R-397302 IN COMPLIANCE WITH CITY OF RENTON STANDARDS BOUNDARY AND TOPOGRAPHIC SURVEY FIESSPT LDBOOK: 2017 PAGE DRAWING NO: CI.02 SHEET: 2 OF: 22 ON O� M M nl nl N *-o 0 0 Qt CL 0 0 A I CONSTRUCnoN WA TER DRAINING TO VAUL T MUST BE PUMPED TO THE EXISTING D0WSTREAM CA TCH BASIN. FIL TER FABRIC PROTECTION PER C.O.R. STD. PLAN 216.20 (Typ) /A 00 co I • ✓ • i _ I —x— Jx— —x � X D PLI E TYP) I li I I II X ( ° Ij TEMPORARY STOCKP/LE co I.tip , , `row INTERCEPTOR SWALE // / I I / / / PROPOSED PER C.O.R. STD. PLAN I I / I / /� CONVEYANCE— �--- 215.10 (TYP.) /.. I i I I w titi I p--- .. -q I I �0�"SUMP / I I I' LOTI \ F \ , �PUMI� CONSTRUCnoN I �UNOfF TQ VAUL T. co n I � � I I �, Dlkf'CT� STORMWAT P F� �9 \ Q / I ' — TO VAUL T AT LID OPENING OR PROV/DE\, �� G�T \ �l / ���91 \TEMPORARY P/PE 9"soG / 21 CONNECTION /N CEILING /I &ANKS. \ \ I 1.5' ROW \ (DED/CA TION l y — —LEV-c I SS W 4 \ o w <o SS 0 2 RI E = 78.16 �o \ \ / CB #8011, TYP� I —W \ RIM EL=372. W R CHANNEL=368.90 \ W 8 E� W \ 8" CMP(S)IE�69.85 / 8" NW, OUT / \ SD B SCSB S W W / SB T SDMH #8010, TYPE II / RIM EL=372.16 \ v 8°CMP(N)IE=367.98 \ 18"CONC(E)IE=367.84 12"CMP(S)IE=36 \\ FILTER FABRIC 24"CONC(W)IE366.49 49 W/ \ PROTECTION PER C.O.R. \ \ / STD. PLAN 216.20 \ /�) \ l \ \ \ \ \ CORE JOB NO. 16114T 70rel STAG/NG AREA CLEARING LIMITS (TYP.) I� ml S/L T FENCE PER C. O.R. STD. PLAN 214.00 (Typ) CONSTRUCTION ENTRANCE PER C.O.R. STD. PLAN 215.10 TREE PROTECTION FENCE APPROXIMA TE DRIPLINE OF OFFSITE TREES IS q- ------- ss \ M w 16"WATERLINE w / w7 w w 12" WATERLINE w - w I—S-0 SQ / B SE FB SE SB SOUTHPUGET DRIVE (PUBLIC RIGHT OF WA Y� w w- 3 CH #8028, 7YPE I RIM EL= 03 8°" CMP(& =389.40 � N i SCALE: 1" = 20' 0 10 20 40 NOTES 1. THIS PLAN IS FOR WORK OCCURRING MAY 1ST — SEPT. 30Th! ANY WORK BEYOND SEPT. 30TH IMLL REOUIRE A HET WEATHER PLAN APPROVED BY THE CITY OF RENTON. 2. TURBIDITY LEVEL OF TREATED WATER LEAVING SITE MUST NOT EXCEED 25 N7Us. pH LEVEL MUST SE BETWEEN A MIN OF 6.5 AND A MAX OF 8.5. 3. SWPPP TO BE ONSITE DURING CONSTRUCTION 4. MEASURES SHALL BE PROVIDED IN THE FIELD TO PRE I/ENT SURFACE RUNOFF RUNNING FROM SUBJECT LOT TO ADJACENT PROPERTIES. 5. SEE GEOTECHNICAL REPORT BY EARTH SOLUTIONS NW FOR DESIGN, CONSTRUCTION, AND ANY EROSION CONTROL RECOMMENDATIONS 6. ANY DAMAGE TO CURB AND SIDEWALK DURING CONSTRUCTION WILL REQUIRE RESTORATION AS PER CITY OF RENTON STANDARD PLAN. 7. TREE PROTECTION FENCING SHALL STA Y INTACT FOR THOSE TREES WTH DRIPLINES W/TH/N THE BUILDING FOOTPRINT UNTIL AUTHORIZED TO BE REMOVED BY CITY STAFF. 8. A CERTIFIED ARSORIST SHALL BE ONSITE DURING EXCAVATING WORK ASSOCIATED WITH THE BUILDINGS LOCATED IWNIN THE DRIPLINE OF THE OFFSITE TREES. THE ARBORIST SHALL ASSESS THE CONDITION OF THE TREES AND PROVIDE A MEMORANDUM DETAILING ANY SPECIAL CONSTRUCTON CONSIDERATIONS AND BEST PRAC17CES TO PROTECT THE INTEGRITY OF THE OFF SITE 7REES PRIOR TO CITY STAFF AUTHORIZING REMOVAL OF TREE PROTECTION FENCING. ® I LEGEND ss — �o C o SS #8056 RI EL=397.46 % w C,TRCHANNEL=390.50 W �� w w w / / / I I o GCB #8019, TYPE I RIM EL=392.82 8"CMP(N)IE=387.33 18"CONC(S)IE=386.76 18"CONC(W)IE=386.52 CONSTRUC7ON ACCESS LIMITS OF CLEARING F/L TER FABRIC FENCE INTERCEPTOR SWALE ROCK CHECK DAM F/L TER FABRIC PRO TEC77ON l $IDEX0 ��•�FeWgsy�a9 A0A'pFg S46 4F FSS�ONAL ENS\ 11-72-1� CONSTRUCTION RECORD DRAWING CIVIL ENGINEERING LANDSCAPE ARCHITECTURE ,%oUKC PLANNING ""IIIIIIIzo� DESIGN SURVEYING 12100 NE 195th St, Suite 300 Bothell, Washington 98011 425.885.7877 R-397304 IN COMPLIANCE WITH CITY OF RENTON STANDARDS SURVEYED: DAP SCALE: VERTICAL: NAVD 1988 HORIZONTAL• NAD 1983/1991 DATU M %R) • CITY OF RENTON Planning/Building/Public Works Dept. EROSION/SEDIMENTA TION CONTROL & TREE PROTECTION PLAN DATE: SEPT 2017 DESIGNED: �G, FIELDBOOK: PAGE. DRAWN:SES ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY DRAWING NO: C2 01 CHECKED: MAY REVISION BY DATE AP P R APPROVED: SHY SHEET; 4 OF: 22 N �o O O O CL A EROSION CONTROL NOTES 1. ALL WORK AND MATERIALS SHALL BE /N ACCORDANCE WITH CITY OF RENTON STANDARDS AND SPECIFICATIONS AND APWA/WSDOT 2012 STANDARD SPEC/F/CAT/ONS FOR ROAD, BRIDGE, AND MUNICIPAL CONSTRUCT/ON A COPY OF THE CITY OF RENTON STANDARD SPECIFICATIONS AND DETAILS SHALL BE ON -SITE AT ALL TIMES. 2. ALL LOCATIONS OF EX/STING UT/L/TIES SHOWN HEREON HAVE- BEEN ESTABL/SHED BY FIELD SURI/EY OR OBTAINED FROM A VAILABLE RECORDS AND SHOULD THEREFORE BE CONSIDERED APPROX/MATE AND NOT NECESSARI Y COMPLETE. IT /S THE SOLE RESPONSIBILITY OF THE CONTRACTOR TO /NDEPENDENTL Y VfR/FY THE ACCURACY OF ALL UTILITY LOCATIONS SHOWN AND TO FURTHER DISCOVER AND AVOID ANY OTHER UTILITIES NOT SHOWN HEREON WHICH MA Y BE AFFECTED BY THE IMPLEMENTATION OF THIS PLAN. THE CONTRACTOR SHALL CONTACT THE UNDERGROUND UTILITIES LOCATION SERVICE (1-800-424-5555) AT LEAST 48 HOURS PRIOR TO CONSTRUCT/ON. THE OWNER OR HIS REPRESENTATIVE AND THE ENGINEER SHALL BE CONTACTED IMMEDIATELY IF A CONFL/CT EXISTS. 3. THE CONTRACTOR SHALL COORDINATE WITH THE APPROPRIATE UTILITY COMPANIES FOR CAPPING, ABANDONING, AND/OR RELOCATING AFFECTED WATER, SAN/TARP SEWER, GAS, POWER, TELEPHONE, AND CABLE T. V. PR/OR TO GRADING ACTIVITIES. 4. A COPY OF THESE APPROVED PLANS AND CITY OF RENTON STANDARD SPECIFICATIONS AND DETAILS MUST BE ON THE JOB SITE WHENEVER CONSTRUCTION /S /N PROGRESS. 5. APPROVAL OF TH/S PLAN /S FOR THE EROS/ON/SED/MENTAT/ON CONTROL FAC/L/TIES ONL Y. IT DOES NOT CONSTITUTE AN APPROVAL OF THE STORM DRAINAGE DESIGN, NOR SIZE OR LOCATION OF PIPES, RESTR/CTORS, CHANNELS OR DETENTION FACILITIES 6. ALL GROUND COVER OUTS/DE CLEARING LIMITS SHALL REMAIN UNDISTURBED. SPEC/AL PROTEC77W- FENCING MAY BE REQU/RED /N CERTAIN AREAS. PR/OR TO MASS CLEARING OF THE SITE, CLEARING LIMITS AND INITIAL EROS/ON CONTROL MEASURES SHALL BE INSPECTED BY THE CITY. 7. ALL REQUIRED EROS/ON/SED/MENTATION CONTROL FACILITIES MUST BE CONSTRUCTED AND /N OPERATION PR/OR TO ANY LAND CLEARING AND/OR OTHER CONSTRUCT/ON TO INSURE THAT SED/MENT-LADEN WATER DOES NOT ENTER THE NA TURAL DRAINAGE SYSTEM OR DAMAGE DOWNSTREAM PROPERTIES. ALL EROS/ON/SED/MENTA TION CONTROL FACILITIES SHALL BE MAINTAINED /N A SATISFACTORY COND/7ON UNTIL SUCH TIME THAT CLEARING AND/OR CONSTRUCTION /S COMPLETED AND THE POTENTIAL FOR ON -SITE EROSION HAS PASSED. IMPLEMENTATION, UAINTENANCE, REPLACEMENT AND ADD/T/ONS TO THE EROS/ON/SED/MENTAT/ON CONTROL FACILITIES SHALL BE THE RESPONSIBILITY OF THE PERMITTEE. REFER TO THE CONSTRUCTION SEQUENCE, FOR ADDITIONAL DETAILS. 8. THE EROSION/SEDIMENTATION CONTROL FACILITIES DEPICTED ON THIS DRAWING ARE INTENDED TO BE MIN/MUM REQUIRE MENTS TO MEET ANTIC/PA TED SITE CONDITIONS. AS CONSTRUCTION PROGRESSES AND UNEXPECTED OR SEASONAL CONDITIONS D/CTATE, THE PERMITTEE SHOULD ANTIC/PATE THAT MORE EROS/ON/SED/MENTA T/ON CONTROL FACILITIES MA Y BE NECESSARY TO INSURE COMPLETE S/L TA T/ON CONTROL ON THE SITE. DURING THE COURSE OF CONSTRUCTION, IT SHALL BE THE OBLIGATION AND RESPONSIBILITY OF THE PERMITTEE TO ADDRESS ANY NEW CONDITIONS THAT MAY BE CREATED BY HIS ACTIVITIES AND TO PROVIDE ADDITIONAL FACILITIES, OVER AND A80Vf- MIN/MUM REQU/REMENTS SHOWN, AS MAY BE NEEDED TO PROTECT ADJACENT PROPERTIES AND THE WATER QUALITY OF THE RECEIVNG DRAINAGE SYSTEM. THE CITY OF RENTON INSPECTOR MA Y DETERM/NE THE NEED FOR AND EXTENT OF ANY ADD/T/ONAL FAC/L/T/ES. 9. WHERE POSS/BLE, NA TURAL VEGETA T/ON SHALL BE MAINTAINED FOR S/L T CONTROL AND TO MINIMIZE EROS/ON. 10. ALL EXPOSED SO/L SHALL BE STABIZ /ZED BY SU/TABLE APPL/CAT/ON OF BEST MANAGEMENT PRACTICES (BMPS), INCLUDING BUT NOT LIMITED TO SOD OR OTHER VEGETATION, PLASTIC COVERING, MULCHING, OR APPL/CATION OF GRA VfZ BASE ON AREAS TO BE PA VED. ALL BMPS SHALL BE SELECTED, DE -SIGNED AND MAINTAINED /N ACCORDANCE WITH THE APPROVED MANUAL. CONSTRUCTION ACTII7ES MAY BE SUSPENDED DURING THE RA/NY SEASON (OCT. 1 THROUGH APR. 30). FROM MA Y 1 THROUGH SEPTEMBER 30, NO UNWORKED SOIL SHALL REMAIN EXPOSED FOR MORE THAN 7 DA YS. RAIN SEASON WORK GU/DEL/NES MA Y ALSO APPL Y. 11. ALL AREAS TO BE SEEDED SHALL BE CUL T/VA TED TO THE SA 7SFAC7ON OF THE ENGINEER. THIS MA Y BE ACCOMPL/SHED BY D/SC/NG, RAKING, HARROWING OR OTHER ACCEPTABLE MEANS. IMMED/ATEL Y FOLLOWING FINISH GRADING, PERMANENT Vf'GETA 7ON (CONS/STING OF RAPID, PERSISTENT AND LEGUME) SHALL BE APPL/ED AT A MIN/MUM RATE OF 120 POUNDS PER ACRE. THE SEED SHALL CONFORM TO THE STANDARDS FOR "CERTIFIED" GRADE SEED OR BETTER, AS OUTLINED BY THE STATE OF WASH/NGTON DEPARTMENT OF AGR/CUL TURF 'RULES FOR SEED CER7F/CA T/ON, " LA TEST ED/7ON. THE M/X SHALL CONFORM W/TH C/TY OF RENTON STANDARDS AND SPECIFICA TONS. 12. A MIN/MUM 3 FOOT HIGH TEMPORARY FENCE SHALL BE CONSTRUCTED AROUND ANY POND USED FOR EROSION/ SED/MENTATION CONTROL WHERE IT CAN BE EXPECTED THAT THE WATER DEPTH WILL EXCEED ONE FOOT. 13. IMPERVIOUS SURFACES (ROOFS, STREETS, DRIVE -WAYS, ETC.) SHALL BE DIRECTED INTO THE COMPLETED STORM DRAINAGE SYSTEM AS SOON AS POSS/BLE. 14. S/L TA T/ON CONTROL AREAS SHALL BE RETURNED TO ORIGINAL GROUND COND/TONS OR BROUGHT TO FINISH GRADE AT THE PROJECTS COMPLETION. ANY PERMANENT STORM DRAINAGE FACILITES USED FOR EROSION/ SED/MENTAT/ON CONTROL SHALL BE CLEANED PR/OR TO PROJECT ACCEPTANCE. SEDIMENT SHALL NOT SE FLUSHED DOWNSTREAM INTO EX/STING CLEAN STORM SYSTEM. 15. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING ADEQUATE SAFEGUARDS, SAFETY DEVICES, PROTECTIVE EQUIPMENT, FLAGGERS, AND ANY OTHER NEEDED ACTIONS TO PROTECT THE LIFE, HEALTY, AND SAFETY OF THE PUBLIC, AND TO PROTECT PROPERTY /N CONNECTION WITH THE PERFORMANCE OF WORK COVERED BY THE CONTRACT. ANY WORK WITHIN THE TRA VfZED RIGHT -OF -WA Y W/LL REQUIRE C/TY OF RENTON APPROVED TRAFFIC CONTROL PLAN. 16. ISSUANCE OF THIS BUILDING PERMIT BY THE CITY OF RENTON DOES NOT RELIEVE THE OWNER OF HIS CONTINUING LEGAL OBLIGATION AND/OR LIABILITY CONNECTED WITH STORM AND SURFACE WATER DISPOSITION AND FURTHER, THE CITY OF RENTON DOES NOT ACCEPT ANY OBLIGATION FOR THE PROPER FUNCTIONING AND MAINTENANCE OF THE SYSTEM PROVIDED. 17. ALL DETENTION AND OUTFALL WORK W/LL SE COMPLETED AND FUNCTIONAL BEFORE ANY PAVING. 18. SED/MENT CONTROL FAC/L/T/ES SHALL BE INSPECTED WEEKL Y OR AFTER A RUNOFF -PRODUCING STORM EVENT DURING THE DRY SEASON AND DAIL Y DURING THE WET SEASON. THE INSPECTION FREQUENCY FOR STABILIZED, INACTIVE SITES SHALL BE DETERMINED BY THE CITY OF RENTON INSPECTOR BASED ON THE LEVfZ OF SOIL STABILITY AND POTENTIAL FOR ADVERSE ENVIRONMENTAL IMPACTS. 19. FIL TER FABRIC FENCE TO BE INSTALLED AS DIRECTED BY C/TY OF RENTON INSPECTION. 20. MAX/MUM OPEN TRENCH LENGTH SHALL BE 300' CORE JOB NO. 16114T 21. BEFORE ANY CONSTRUCTION OR DEVELOPMENT ACTIVITY OCCURS, A PRECONSTRUCTION MEETING MUST BE HELD WITH THE CITY OF RENTON, PUBLIC WORKS DESIGN ENGINEER. 22. ALL LIMITS OF CLEARING AND AREAS OF Vf-GETAT/ON PRESERVAT/ON AS PRESCRIBED ON THE PLAN(S) SHALL BE CLEARLY FLAGGED /N THE FIELD AND OBSERVED DURING CONSTRUCT/ON. 23. DURING THE TIME PER/OD OF OCTOBER 1ST THROUGH APR/L 30TH, ALL PRO✓ECT DISTRIBUTED SO/L AREAS GREA TER THAN 5, 000 SQUARE FEET, THAT ARE TO BE LEFT UN -WORKED FOR MORE THAN 12 HOURS, SHALL BE COVE -RED BY MULCH, SODDING OR PLASTIC COVERING. 24. IN ANY AREA WHICH HAS BEEN STRIPPED OF VEGETA T/ON AND WHERE NO FURTHER WORK /S ANT/C/PA TED FOR A PER/OD 30 DA YS OR MORE, ALL DISTURBED AREAS MUST BE /MMED/ATEL Y STABILIZED W/TH MULCHING, GRASS PLANTING OR OTHER APPROVED EROSION CONTROL TREATMENT APPLICABLE TO THE T/ME OF YEAR. GRASS SEED/NG ALONE WILL BE ACCEPTABLE ONL Y DURING THE MONTHS OF APR/L THROUGH SEPTEMBER, INCLUSIVE. SEEDING MA Y PROCEED, HOWEVER, WHENEVER /T /S IN THE INTEREST OF THE PERM/TEE, BUT MUST BE AUGMENTED W/TH MULCHING, NE -TT/NG OR OTHER TREATMENT APPROVED BY THE C/TY OF RENTON, OUTS/DE THE SPEC/FYD TIME PER/OD. 25 FOR ALL EROS/ON/SED/MENTA TION CONTROL PONDS WHERE THE DEAD STORAGE DEPTH EXCEEDS 6 INCHES, A FENCE /S REQUIRED WITH A MIN/MUM HEIGHT OF THREE (3) FEET, 3 1 SIDE SLOPES. 26. A TEMPORARY GRAVEL CONSTRUCTION ENTRANCE, 24 FEET X 50 FEET X 8 INCHES OF 4 TO 6 INCH QUARRY SPALLS SHALL BE LOCATED AT ALL POINTS OF VEHICULAR INGRESS AND EGRESS TO THE CONSTRUCTION SITE. STORMWA TER POLL UT/ON PREVENT/ON NOTES 1. NO LIQUIDS INCLUDING PETROLEUM PRODUCTS, FUEL, SOLVENTS, DETERGENTS, PAINT, PESPC/DES, CONCRETE ADMIXTURES, FORM OILS, ETC. SHALL BE STORED ON SITE. 2. ALL POLLUTANTS, INCLUDING WASTE MATERIALS AND DEMOLITION DEBRIS, THAT OCCUR ON -SITE DURING CONSTRUCTION SHALL BE HANDLED AND DISPOSED OF /N A MANNER THAT DOES NOT CAUSE CONTAMINATION OF STORMWATER. 3 ALL FUELING SHALL BE PROVIDED BY A FUELING TRUCK. NO FUEL SHALL BE STORED ON SITE. 4. ALL VfRICLE MAINTENANCE AND REPAIRS SHALL BE DONE OFFS/TE. 5. CONCRETE WASTE SHALL BE HANDLED AS LISTED.- A. UNUSED CONCRETE REMAINING /N THE TRUCK AND PUMP SHALL BE RETURNED TO OR/G/NA TING BA TCH 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 ONL YINTO FORMED AREAS AWAITING INSTALLATION OF CONCRETE OR ASPHALT. C. EQUIPMENT THA T CANNOT BE EASIL Y MOVED, SUCH AS CONCRETE PA VERS, SHALL ONL Y BE WASHED /N AREAS THA T DO NOT D/RECTL Y DRAIN TO NATURAL OR CONSTRUCTED STORMWATER CONVEYANCES. D. WHEN NO FORMED AREAS ARE A VA/LABLE, CONCRETE WASTE SHALL BE DISCHARGED TO A PA VED OR LINED SUMP. SEE THESE PLANS FOR LOCATION OF THE SUMP. WASTE WATER WITHIN THE SUMP SHALL EITHER BE NEUTRAL/ZED PR/OR TO DISCHARGE TO THE SED/MENTA 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 /NSTALLA TION OF CONCRETE OR ASPHALT OR TO PA VED OR LINED SUMP. 7. WHEEL WASH, OR TIRE BATH WASTEWATER, SHALL BE DISCARDED TO THE SED/MENTA7ON FACILITY OR TO THE SANITARY SEWER. 8. APPLICATION OF AGR/CULTURAL CHEMICALS, INCLUDING FERTILIZERS AND PESTIC/DES, SHALL BE CONDUCTED /N A MANNER AND AT APPL/CATION RATES THAT WILL NOT RESUL T IN LOSS OF CHEMICAL TO STORYWATER RUNOFF. MANUFACTURERS' RECOMMENDATIONS SHALL BE FOLLOWED FOR APPLICATION RATES AND PROCEDURES. 9. THE CONTRACTOR SHALL DES/GNATS A PERSON AS THE RESPONS/BLE REPRESEN TA T' VE /N CHARGE OF EROSION CONTROL AND MAINTENANCE OF ALL EROSION CONTROL AND STORMWATER POLLUTION PREVENTION FACILITIES. (COREY WATSON (425) 646-4139) DUST CONTROL WHEN EXPOSED SOIL SURFACES ARE EXPOSED TO THE POINT THAT W/ND TRANSPORT /S POSS/BLE, THE EXPOSED SO/LS SHALL BE SPRA YED UNTIL WET, BUT RUNOFF SHALL NOT BE GENERA TED BY SPRA Y/NG. DEWA TER/NG CONTROL ANY RUNOFF GENERATED BY DEWATERING SHALL BE TREATED BY DISCHARGE TO SEDIMENTATION FACILITY. IF DEWATERING OCCURS FROM AREAS WHERE THE WATER HAS COME INTO CONTACT WITH NEW CONCRETE, THE pH OF THE WATER MUST BE MONITORED AND MUST BE NEUTRALIZED PR/OR TO DISCHARGE. A DEWATERING PLAN MUST BE SUBMITTED AND APPROVED BY THE CITY OF RENTON PRIOR TO DEWATERING ACTIITIES. GENERAL STOC`(P/LE NOTES STOCKPILE AREAS TO BE COVERED WITH V/SQUEEN PLASTIC (MIN/MUM 6 MIL.), WHEN NOT IN USE. V/SQUEEN /S TO BE HELD /N PLACE BY A MIN/MUM OF 10 LB. SAND BAGS PLACED EVERY 15 FEET ALONG THE EDGE AND ACROSS THE P/LE. STOCKPILE HEIGHT NOT TO EXCEED 8 FEET. CONSTRUCT/ON SEQUENCE 10 SCHEDULE AND ATTEND A PRE -CONSTRUCTION CONFERENCE WITH THE CITY OF RENTON. 20 FLAG THE LIMITS OF CLEARING, INSTALL FIL TER FABRIC FENCE WHERE SHOWN ON PLANS. INSTALL EITHER 42" ORANGE SAFETY FENCE OR FL TER FABRIC FENCE ALONG ALL OTHER LIMITS OF CLEARING WHERE FILTER FABRIC FENCE /5 NOT DEL INEA TED. 30 CONSTRUCT THE TEMPORARY ROCK LINED CONSTRUCTION ENTRANCE. 40 CONSTRUCT THE DETENTION VAUL T, CONTROL STRUCTURE, OUTLET PIPE AND OUTFALL PROTECTION. SEE SHEETS C4.01 & C4. 31 FOR DETAILS. INSTALL FL TER FABRIC PROTECTION ON NEWL Y CONSTRUCTED CA TCH BASINS AND EXISANG CA TCH BASINS AS DES/GNA TED ON SHEET C2. 01. 50 BEGIN CLEARING AND GRADING WHILE EXTENDING TEMPORARY INTERCEPTOR SWALES. BRING THE SITE TO SUBGRADE, INSTALL UTILITIES. HYDROSEED AS SOON AS PRACTICAL. 60 STABILIZE ALL AREAS ONCE FINAL GRADES ARE ESTABLISHED BY SUITABLE APPLICATION OF BMPs BY HYDROSEED, SOD, OR SIMILAR METHOD. 70 REMOVE EROSION CONTROL FACILITIES EXCEPT INLET FIL TERS. (ONL Y WHEN APPROVED BY CITY INSPECTOR) 80 PA VE DRIVE AISLES. 90 REMOVE INLET FIL TERS WHEN THE POTENTIAL FOR ON -SITE EROSION HAS PASSED. 10 CLEAN STORM SYSTEM PR/OR TO USE. DO NOT FLUSH CLEAN/NG WATER DOWNSTREAM. 11 TEMPORARY BMP S CAN BE RE l/ED ONL Y AFTER PROJECT IS COMPLETE AND RISK OF SlL T LADEN WATER LEAVING THE SITE HAS PASSED. WET WEA THER CONSTRUCT/ON NOTE.- ALL PROJECTS WORKING UNDER A DRY SEASON TESC MANAGEMENT PLAN SHALL BE SUSSTANT/ALZ Y COMPLETE BY SEPTEMBER 307H TO A VOID /MPLEMENTA T/ON OF RA/NY SEASON CONSTRUCTION REQUIREMENTS. PROJECTS THA T IMLL NOT BE SUBSTANTIALL Y COMPLETED BY SEPTEMBER 30TH SHALL SUBMIT A SEASONAL SUSPENSION PLAN AND/OR WET WEATHER PLAN PREPARED /N ACCORDANCE WITH THE GENERAL STANDARDS FOR RA/NY 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 PER/OD. THE APPROVED PLAN MUST BE IMPLEMENTED BY SEPTEMBER 157h! 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 WHEN THE DRY SEASON RETURNS. SURVEYED: DAP SCALE: DESIGNED: WG, DRAWN: SES ONE INCH CHECKED: MAY AT FULL SCALE IF NOT ONE INCH NO. REVISION BY DATE AP P R APPROVED: SHY SCALE ACCORDINGLY THIS T. E.S. C. PLANAPPLIES TO THE DRYSEA SON ONL Y. CONSTRUCTION RECORD DRAWING l $IDEKO ��•oF WA. sy-a� CIVIL ENGINEERING LANDSCAPE ARCHITECTURE PLANNING o•• p41846 DESIGN SURVEYING FSS/ONAL ENS\ 12100 NE 195th St, Suite 300 Bothell, Washington 98011 425.885.7877 -12 R-397305 IN COMPLIANCE WITH CITY OF RENTON STANDARDS DATE: VEffrICAL, HOR ZO NAD 1963/1991 ' SEPT. 2017 0' 'R) CITY OF EROSION/SEWIMENTA TION FIELDBOOK: RENTON DATU M N4397 CONTROL NOTES DRAWING NO: Planning/Building/Public Works Dept. C2. e31 SHEET: 5 OF: 22 N �O CL A DRIVEWAYS SHALL BE PAVED TO THE EDGE OF R-O-W PRIOR TO INSTALLATION OF THE CONSTRUCTION ENTRANCE TO AVOID DAMAGING OF THE ROADWAY IT IS RECOMMENDED THAT THE ENTRANCE BE CROWNED SO THAT RUNOFF DRAINS OFF THE PAD INSTALL DRIVEWAY CULVERT IF THERE IS A ROADSIDE DITCH PRESENT, AS PER CITY ROAD STANDARDS 12" MIN. THICKNESS PROVIDE FULL WIDTH OF NOTES INGRESS/ EGRESS AREA 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. GRAB TENSILE STREBNGTH(ASTM D4751) 200PSI MIN. GRAB TENSILE ELONGATION (ASTM D4632) 30% MAX. MULLEN BURST STRENGTH (ASTM D3786-80A) 400 PSI MIN. ADS (ASTM D4751) 20-45 (U.S. STANDARD SIEVE SIZE) 2. DESIGN AND INSTALLATION SPECIFICATIONS 2.1. HOG FUEL (WOOD BASED MULCH) MAY BE SUBSTITUTED FOR OR COMBINED WITH QUARRY SPALLS IN ARES THAT WILL BOT BE USED FOR PERMANENT ROADS. HOG FUEL IS NOT RECOMMENDED FOR ENTRANCE STABILIZATION IN URBAN AREAS. THE INSPECTOR MAY AT ANYTIME 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. 2.2. FENCING SHALL BE INSTALLED AS NECESSARY TO RESTRICT TRAFFIC TO THE CONSTRUCTION ENTRANCE. 2.3. 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 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 THE WHEEL WASH. IF WASHING IS USED, IT SHALL BE DONE ON AN AREA COVERED WITH CRUSHED ROCK, AND WASHED 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 NECESSARY TO WASH THE STREETS, A SMALL SUMP MUST BE CONDUCTED. THE SEDIMENT WOULD THEN BE WASHED INTO THE SUMP WHERE IT CAN BE CONTROLLED AND DISCHARGED APPROPRIATELY. 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. TY PUBLIC WORKS STABILIZED STD. PLAN — 215.10 DEPARTMENT CONSTRUCTION ENTRANCE MARCH 2O08 2:1 MAX. SLOPE III m LEVEL BOTTOM�— � I'MIN. I� _ 7777T711 2' MIN. SWALE SPACING DEPENDS ON SLOPE GRADIENT NOTES 1. CONDITION OF USE 1.1. REQUIRED AT: 1.1.1. THE TOP OF ALL SLOPES IN EXCESS OF 3H:1 V AND WITH MORE THAN 20 FEET OF VERTICAL RELIEF. 1.1.2. AT INTERVALS ON ANY SLOPES THAT EXCEEDS THE DIMENSIONS SPECIFIED BELLOW. 2. DESIGN AND INSTALLATION SPECIFICATIONS 2.1. FOR SLOPES STEEPER THAN 2H:1 V WITH MORE THAN 10 FEET OF VERTICAL RELIEF, BENCHES MAY BE CONSTRUCTED OR CLOSER SPACED INTERCEPTOR SWALES MAY BE USED. THE DESIRE MEASURE MOST BE DESIGNED BYAN ENGINEER TO EFFECTIVELY INTERCEPT THE HIGH VELOCITY RUNOFF TO A SEDIMENT POND OR TRAP. 2.2. CONSTRUCTION TRAFFIC OVER TEMPORARY SWALES SHALL BE MINIMIZED. 3. MAINTENANCE STANDARDS 3.1. DAMAGE RESULTING FROM RUNOFF OR CONSTRUCTION ACTIVITY SHALL BE REPAIRED IMMEDIATELY. 3.2. IF THE FACILITY DO NOT REGULARLY RETAIN STORM RUNOFF, THE CAPACITY AND/OR FREQUENCY OF THE SWALES SHALL BE INCREASED. _y G� PUBLIC WORKS INTERCEPTOR SWALE STD. PLAN — 217.10 �•` $ DEPARTMENT MARCH 2O08 NTO AVERAGE SLOPE SLOPE PERCENT FLOWPATH LENGTH 20H:1V 3-5% 300FEET (10T020 H:1V 5-10% 200FEET (4T010)H:1V 10-25% 100FEET (2T04)H:1V 25-50% 50FEET CORE JOB NO. 16114T STANDARD STRENGTH FILTER FABRIC CATCH BASIN 1. CONDITION OF USE 1.1. 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 CATCHBASIN WILL BE CONVEYED TO A SEDIMENT POND OR TRAP. 1.2. MAY BE USED ANYWHERE AT THE APPLICANT'S DISCRETION TO PROTECT DRAINAGE SYSTEM. 1.3. THE CONTRIBUTING DRAINAGE AREA MOST NOT BE LARGER THAN 1 ACRE. 2. DESIGN AND INSTALLATION SPECIFICATIONS 2.1. FILTER FABRIC IS ONLY ALLOWED WERE PONDING WILL NOT BE A TRAFFIC CONCERN AND WHERE SLOPE EROSION WILL NOT RESULT IF THE CURB IS OVERTOPPED BY PONDED WATER. 2.2. THE PLACEMENT OF A FILTER FABRIC UNDER GRATES IS GENERALLY PROHIBITED AND THE USE OF FILTER FABRIC OVER GRATES IS STRICTLY LIMITED AND DISCOURAGED. 3. MAINTENANCE STANDARDS 3.1. ANY ACCUMULATED SEDIMENT ON OR AROUND INLET PROTECTION SHALL BE REMOVED IMMEDIATELY. SEDIMENT SHALL NOT BE REMOVED WITH WATER AND ALL SEDIMENT MUST BE DISPOSED OF AS FILL ON SITE OR HAULED OFF SITE. 8 PUBLIC WORKS FILTER FABRIC PROTECTION STD. PLAN — 216.20 DEPARTMENT MARCH 2O08 ` ROCK MUST COMPLETELY COVER THE 'm BOTTOM AND SIDES OF THE DITCH 6" MIN. 24" MIN. oo�D o 2:1 SLOPES 2"-4" ROCK v� L =THE DISTANCE SUCH THAT POINTS A AND B ARE OF EQUAL ELEVATION 11=1 I I I El L III �o�I�����0� II,III� c � �III1 I I I I i NOTES 1. CONDITION OF USE 1.1. WERE CONCENTRATED RUNOFF FROM DISTURBED AREAS TO AND FROM PONDS OR TRAPS. 1.2. TO CONVEY RUNOFF INTERCEPTED FROM UNDISTURBED AREAS AROUND THE SITE TO ANON -EROSIVE DISCHARGE POINT. 2. MAINTENANCE STANDARDS 2.1. ANY SEDIMENT DEPOSITION OF MORE THAN 0.5 FEET SHALL BE REMOVED SO THAT THE CHANNEL IS RESTORED TO ITS ORIGINAL DESIGN CAPACITY. 2.2. THE CHECK DAMS SHALL BE EXAMINED FOR SIGNS OF SCOURING AND EROSION OF THE BED AND BANKS. IF SCOURING AND EROSION HAS OCCURRED, AFFECTED AREAS SHALL BE PROTECTED BY RIPRAP OR AN EROSION CONTROL BLANKET. �Y PUBLIC WORKS CHECK DAMS SPACING AND STD. PLAN — 217.40 ,AUNT p,� DEPARTMENT CROSS SECTIONS MARCH 2O08 JOINTS IN FILTER FABRIC SHALL BE SPLICED AT POSTS. USE STAPLES, WIRE RINGS, OR EQUIVALENT TO ATTACH FABRIC TO POSTS. MAX. u � POST SPACING MAY BE INCREASED TO 8' I F WIRE BACKING IS USED 2'S2" BY 14 Ga. WIRE OR EQUIVALENT, IF STANDARD STRENGTH FABRIC USED FILTER FABRIC � MINIMUM 4'z4" TRENCH BACKFILL TRENCH WITH NATIVE SOIL 2"x4" WOOD POSTS, STEEL FENCE POSTS, REBAR, OR EQUIVALENT � NOTES 1, CONDITION 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 INTENDED TO TREAT SUBSTANTIAL AMOUNTS OF OVERLAND FLOW. ANY CONCENTRATED FLOW MOST BE CONVEYED THROUGH THE DRAINAGE SYSTEM TO A SEDIMENT TRAP OR POND. 2. DESIGN AND INSTALLATION SPECIFICATIONS 2.1. THE GEOTEXTILE USED MOST MET THE STANDARD LISTED BELLOW. A COPY OF THE MANUFACTURER'S FABRIC SPECIFICATIONS MOST BE AVAILABLE ON SITE. ADS 30-10051EVE SIZE (0.60-0.15MM)FOR SILT FILM (ASTM D4751) 56100 SIEVE SIZE (0.30-0.15MM) FOR OTHER FABRICS WATER PERMITTIVITY (ASTM D491) 0.025EC^-1 MINIMUM GRAB TENSILE STRENCHT (ASTM D4632) 180 LB5. MIN. FOR EXTRA STRENGH FABRIC 100 LBS. MIN. FOR STANDARD STREN6HT FABRIC GRAB TENSILE ELONGATION ASTM D4632 30%MAX. ULTRAVIOL4TE RESISTANCE (ASTM D4355) 70%MIN. 2.2. STANDARD STRENGTH FABRIC REQUIRES WIRE BACKING TO INCREASE THE STRENGTH OF THE FENCE. WIRE BACKING OR CLOSER POST SPACING MAYBE REQUIRED 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 2H:1V 2.4. IF A TYPICAL SILT FENCE IS USED, THE STANDARD 4X4 TRENCH MAY NOT BE REDUCED AS LONG AS THE BOTTOM 8 INCHES OF THE SILT FENCE IS WELL BURIED AND SECURE IN A TRENCH THAT STABILIZES THE FENCE AND DOES NOT ALLOW WATER TO BYPASS OR UNDERMINE THE SILT FENCE. 3. MAINTENANCE STANDARDS 3.1. ANY DAMAGE SHALL BE REPAIR IMMEDIATELY. 3.2. IF CONCENTRATED FLOES ARE EVIDENT UPHILL OD 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 REMOVED THE TRAP SEDIMENT. 3.4. SEDIMENT MOST BE REMOVED WHEN SEDIMENT IS 61NCHES HIGH. 3.5. IF THE FILTER FABRIC (GEOTEXTILE) HAS DETERIORATED DUE TO ULTRAVIOLET BREAKDOWN, IT SHALL BE REPLACED. ~�Y o � � � PUBLIC WORKS SILT FENCE STD. PLAN — 214.00 ��NTp$ DEPARTMENT MARCH 2O08 Dripllne I I I � ) I ) I ✓ I I � I I I I I I I I � f I j 6 Ft. Temporary I . l I • ..:��:�: , f ,. I Chain Link Fence CCftfCOl Root Zone ` NO �ww One sign per 50feet TRESSPASSING (minimum of 2 signs) PROTECTED �a Ft. TREES Figure 1. TREE PROTECTION FENCE DETAIL. DRIPLINE METHOD SURVEYED: DAP SCALE: VERTICAL: NAw 1988 HORIZONTAL NAD 1983/1991 DESIGNED: WG, DRAWN: SESNwv ONE INCH DATU M CHECKED: MAY AT FULL scALE IF NOT ONE INCH NO. REVISION BY DATE APPR APPROVED: SHY SCALE ACCORDINGLY Adpitk [R'51 CITY OF RENTON Planning/Building/Public Works Dept. CONSTRUCTION RECORD DRAWINGon l gIDEKO ��•oF WAsy� CIVIL ENGINEERING o. LANDSCAPE ARCHITECTURE PLANNING Ate•. ,p 41846 o ••� � DESIGN SURVEYING 0.� FS�/ONAL ENS\ 12100 NE 195th St, Suite 300 Bothell, Washington 98011 425.885.7877 R-397306 IN COMPLIANCE WITH CITY OF RENTON STANDARDS DATE: EROSION/SEDIMENTA TION SEPT. 2017 FlELDBOOK: CONTROL DETAILS PAGE. DRAWING N0: C2.32 SHEET: 6 OF: 22 M 1 1 Q Uj PL MANORSWf WALL ��g2 TOP 387 8 3 0, / - x -- - - -- - TQE 38 n - X x / -- i 386 7 i 388 0 ,TOP J84.9I I 386 TOE 384.0 I I I I I I-w,I� I I _-_/%/ /II`. _❑ II LI ' ' Qd°' d•h ° . Ii II p-----_-- � ---L-- -/ STAMPEO 00 I CONCRETE� / ,❑3F8 F8 -I -( L-T -- -- 0TOE 384PER LANDSCAPE ) - ---3-90.-46 DRIP NE CTYP PLANS 388.28 388.44 J8860 390.7 389.4 L a389.501 C182 389.60 / 388 40.GAR GARA 388.4 4 389.6 ------------------1---------- 4*6AR dGR I d 389.6 d389.EXTEN ED FOUNDATION, UP 38730 Pw 389., TO 7' EXPOSEDIF Ba387C2 a FF FF 390.73894/ 387- II 3rI I WHEEL STOP FOR GUEST PARKING J87 L .05 ---- 1I I 3.E ----- 3/ 0,T I I P 3II/8/ 8.II 0.40 - 3-8-8.-3�--1 --E-�-IfE 385389.38 389.19 4 1• a.d .09. ad • °°� ° °l �a'°d . d°° °o°\ d �3 . a °0%�a. 91 ° a :d ° 1 -I �dI38d3P72aE ° ��d a° ° . ;•d° dl 2• � jo.3d /8�8. �I --- ---I-----\--1-/-\-\l - --- -- d- °- 3/8 \ ..02NORSNW388.729LF MAA° .6Z �82 d 389.8 1.2 13 ° °� 02 389.71 389.15 390.3-1 389.73 HP ° 388 - 390.33 ❑ I p 4 30�P 3878 TC3848 - -3o0-g -9 �o 0o- ./ -5\-9- -/\-/ �-\- -/ - 390.57390.60 2..07, FF a 390.6 D142 / - IF � 38845. d 388 70. °\ GARB GAR ;388.7 388.8 17r 2.07. ----------- 7-- ------ d a GAR GAR 387388.7 ° EXT�870 ENDED FIDTUD2' OUION,P . Al TO7' EXPOSED. FF 38770 FF 390.390.6 B/C 390.60 390.60 2, 2 - JTOP 390. TOE 3874 El - 38e AINTAIN 31.5, ROWM389.4 LANDSCAPE 38533 DE/CA AI I�O iI N V _386_ 8.28 � X ° . E . II •b 37J 384 ' 388.75 �389.07 - - - - _B!/C G� 388 �'\ 388.71 C i -382- J844* TCH E . �AX. , TOP 3 .1 - 38¢ - - - 384.39 3 5 05� 185. 23 42 LF �1ANORSTONE WALL 7 SEEIDETA/L SHEET C3 J1 TOE �7. 4 I I I I I I 6.6T 83q 8° �8 11 d MATCH EX A g0� CEMENT CONCRETE SIDEWALK PER COR STD, PLAN 102 (TYP.) 400 /Y 390 SCALE: 1" = 10' 0 5 10 20 380 NOTES 1. WALLS 4 FEET AND TALLER (FROM BOTTOM OF BASE ROCK TO TOP OF CAP ROCK) WILL REWIRE SEPARATE BUILDING PERMIT. Z ANY CONSTRUCAON ACTIWTY THAT ENCROACHES ON ADJACENT PROPERTY WILL REQUIRE A TEMPORARY CONSTRUCAON EASEMENT FROM ADJACENT PROPERTY OWNER. LIMITS OF CLEARING AND GRADING (TYP.) MATCH EX. o �.: �, , 1 , MATCH EX. \ REPLACE EXISTING ,TOP 390.1 \ 384:00. � \ �' 84.':�0 �, �. 386 21 MATCH EX. .388.55 •MATCH EX. \ 1.6 TOE 38 0. \ MATCH EX. `� 4. 96 85. MATCH EX. 387.82� \ 389.73 OR/!/EWA Y WITH LAWN 383. 80 827 . 8.139 \ \\\ \ N w of of o m a -- - - \MATCH EX. I 7.... .. >' .. EXISTING SIDEWALK 1 ....MATCH EX. a o 0 78� 78 MAJ 'H T- 387.71 9 �o a. o� / TC 383 67 383. 20 38 .68 1384.95 85 41 TC /385.88 FL 387.21 _T0 REMAIN_ - W -. _ -. 3875 7...... - - - - - - - - �� 383.17 TC 83.82 3�4.32 TC. 384.45... TC OS FL/ 385.38 TC 387.98 3 .14 / /.....'.'....... j \ FL 383.65 / 2V' I / FL J87.48 / f............./ / / .. i CORE JOB NO. 16114T 5011THPUGETDRIVE (PUBLIC RIGHT OF WA Y) CEMENT CONCRETE- DRII/EWA Y TYPE C/B PER C.O.R. STD. PLAN 104.2 NO. REVISION 7. 7, 1T 388.89 �TC 388.61 FL 388.11 A 3 a MATCH EX. TC 389.571 FL 389.0 389.11 TC 389.36 / FL 388.86 / U// 390 GRAD/NG QUANTITIES TOTAL DIST. AREA: 0.46 AC 380 J CUT 605 CY FILL: 651 CY NET 47 CY FILL LEGEND ........... 129.9E 6 32' . f19' 1 f19'. . 32' 6 . D/W D/WGAR R 388.4 . _-/ J-9,19 -3' -PA-D-388. -��-r /\\\\/\���TT\�rl\\'7� �\ AD 3874. \\47, \ /,�//\//\//\//\\//\//\//\ \\\\\\\\\\\\ // / % % \ \ / / 21 MAX. ✓ %/ \\\\\ \\ \ //\Y// Y////\//\//\//\\//\\//\\//�\//\\//\\//\\//\ MAX\,\/\/\/\/\/\ CEMENT CONCRETE . . DRII/EWAY. SEE ////\\\//\\�\\%/ /� PROPOSED FINISHED GRADE (TYP.) PA I/EMENT SECTION SHEET C3 J1 EX/STING GRADE (TYP) . . ..... SEC T11 7NA A HORIZ. SC E.• 1 '=20' INERT. SCALE- .1 � 5, . 0+50 1+00 m// 390 Z 1+50 1+80 �. 129.9f. 6' 32' f19, 16, f19' J2' 6'. D/W D/W . R J88 7 � - ' �T � . GAR 388 8 \ \\ \ D 386. 77 PAD 387.8 Xx \\ \\ 77 rrrr \,2-1 rrrrrrr//r � \\�, . . . . . . !ice/////i%/% �//i.//��/�,/�,./i, 2.• 1 MAX. ivv vvw MAX. CEMENT CONCRETE DRII/EWA, SEE . . OPOSED FINISHED GRADE (TYP.) PA l/EMENT SECTION . SHEET C3 J1 . a,I GRADE (TYP.) . . . . . . . . . . . SEC TA 7N B-B . . . . . HORIZ. SC E 1 "' 20' . . . . . . INERT. SCA oo ;N E.• .1 5, . N �� o - 390 - - EX. SURFACE TEXT - - - - - - - EX. CONTOURMA✓R EX. CONTOUR MINR 392.00 EX. SPOT ELEVA AON t TC 392.00 EX. TOP OF CURB FL 392.00 EX. FLOW LINE 2 0 EX. SLOPE 390 PROP. SURFACE TEXT PROP. CONTOUR MAJR PROP. CONTOUR MINR u-u-u PROP. DAYLIGHT 9.00 PROP. SPOT ELEVATION TC 392.00 PROP. TOP OF CURB FL 392.00 PROP. FLOW LINE 2.0 PROP. SLOPE Svc BEGINNING OF VERTICAL CURIE EIC END OF INERT/CAL CURIE PI/ POINT OF VERACAL INTERSECAON HP HIGH POINT LP LOW POINT I// 390 0+50 1+00 1+50 1+80 CONSTRUCTION RECORD DRAWING 1 �IDEKO �E •�F • wAshiy�,��y CIVIL ENGINEERING :�� `-`• LANDSCAPE ARCHITECTURE Z• PLANNING DESIGN SURVEYING °pOX-•P�rG/ STE9 FSS/ONAL ENG\ 12100 NE 195th St, Suite 300 Bothell, Washington 98011 425.885.7877 -1z R-397307 IN COMPLIANCE WITH CITY OF RENTON STANDARDS SURVEYED: ATE: DAP SCALE: vEVERTICALVERTICALNAw 1988 DESIGNED: HORIZONTAL- NAD 1983/1991 URI CITY 0F SEPT. 2017 GGRADING PLAN AND SITE SUCTIONS' FIELDBOOK: DRAWN: SES DRAWING NO: R E N T O N PAGE: ONE INCH DATU M CHECKED: /NAM AT FULL SCALE Planning/Building/Public Works Dept. C3.01 IF NOT ONE INCH BY DATE APPR APPROVED: SHM SCALE ACCORDINGLY SHEET: 7 OR 22 O� M I O Q - atrfrst» 4 71 OltiPx III f$7$SI Ci4S 'iw•;jn9,Yif#Sus7iU.ueaioi3i":u lul °er, t s. r Lrrvis+yti .k3R�A11g1ER3 _ ='vJ_ f ulkic WORD CEMENT CONCRETE * ` DEPARTMENT SIDEWALK it R rs STD. ;PLAN — lair P.PRED 71 4.. CONCRETE FOUNDATION PREPARATION vitalTM cluster box unit - 1570 "F" Series SINGLE UNIT MULTWN0 4•� 4•ketl rn rn II J= EMTNG GRADE N PANT® AREAS o K 1111tr1 m (Wffi70V&E 1 FORALT91WNM 0 AggZor W (0P110NAL-PLMASE SM NEW GONC EM NOTE 1 ON NEKTR%m OOMPIK swiLOILO1tUSFwom (OMRWNERE S0UD R00(0MW4S) i (OPT aw-pum sm NEW amaam NOTE 1 ON NEKT PAS#) MUNDSTIA11IMSOILORWELL&MACrEDFILL Q Z Z Page 6 of 16 91194 Rev E www.J{orence»railboxes.com �• RENCE A� mnnuFaeturin® eompairy V Q h O CORE JOB NO. 16114T h (Thickness) w (wi th'Thin d (Deptt7) rain }Ill r —- ili� A►Fi�RENCE 108K I--," cEMCM WNCRETc > / C" 6 GUTTER (SEE NOTE 3) GFIEtR `�, _ DEPRE� IIONOUTwC TYPE C2B - ISOMETRIC VIEW (COMMERCIA' • WITH BUFFER) No] E6 1 Wher a d veway wdY exceeds 15 fee, eonstrud a full depth expencon )art wet+ 3Ar pint filler e)Dng Lis drlye*ay lel Ivies FACE Or ally (soo std plan 102) Construd expo nylon )oir,s pwWW wfth the ap C as nle ecsM ouManu can:srtlne as re ,41red at 15 rr"frmum spacing When drive,rrey co..r+ucr a+oxr a+rr - on ri!a,@T wld:hs exceee 3a eTn Pt AM IV b ww Topor apli0„n•. 2. See sid plan 102 for stdewak detahs —A 3. Curb anal gutter shown, other curb designs tray be spodtled. See std plan 101 for cirb delalls 4 Not used I —E t •e r-r -I 6 The engineer will design al l drivewsy9 NOTE ONVE IMY tCICMI)ftAL ll7tfA►e+or, poWs maAeC wAh "mbol W . All e+evations we at the beck of JO T9 94UA- M FWL orm.i curb top on uphill side. uC� iu WD Mclh%ff"IC CVR8 A OU'TERDETAI- 6 Not used 7 For DAveway Widths see DRIVEWAY STANDARDS (See NOTE 10) The expansion pints (see 9'.d plan 102) Shall be spaced as shown 'n Via cormspcnd ng ieorne'rk Am 8 SkAm shall cornoy with eea••rons R303.2.1 or R303.2.2 or FACE of ADJACENT Gins R303.2.3 of the Revised DnR Guidelines for Acomible Pub'.ic 1' Rights -of -Way ofNovaeha 23. 70CS (PROWAO) ' , 9. Curb retums for any Type C-MAX Drtvawey rn Try be approved on „ R ' a cpse- Dy Case basis _ '1.---U4lTTFR 811RFAc [ 10 STREET STANDARDS Renton MuNcipal Code (RMC) Tide IV Development Rejulations Ct tAFif a 6 STREFT AM D UDLITY STAN UARDS Secton4-"60STRECTSTANDAADS DEPRESSED CURB DETAIL ARF ME MY AL OR COfasN{CIAI ORfVEWAYS. AM ALLM DRIVEWAY STANDARDS - Renton Muilclpal Code IRMCE ride N Develoyrnernt Regt,bticm Driveway Example: TYPE C19 CHAPTER 4 R. R"dener C�nvrarvel f f I CRY•WIOEPROPERTY DEVELOPMENT STANDARDS NWmbvOfLat,u —_- SWIon 4A-CM PARKING, LOADING AND nRIVEWAY `vAx `LanaCoev"wdolli REGULATIONS B-Dills (Pl"%Se'pl OWF*ftot#W Ilus - ,'�\i• "-UBUC {TURF:: CEMENT CONCRETE DRIVEWAY SM. PLAN '44i'i^" • '_1EP:1;!T!.IE'RT ENTRANCES - NOTES AND DETAILS a. f 1 0-1y MANORSTONE WALL SECTION 1211 1211 ill Do not I 611 slope F 4 soil 4 . _ - behind a wall. Avoid 4 a ° ' : 4 ° 4 0 - heavy loads within o 4 ' • 4 3 feet of . < ' - '6 top of a,, . 4• , � d n d a 4 - D p' 4Li a.' , 4 tlld A Soil i.. TA' g.. ?OT S. l 'Fri'' :G Ab3wdy'bV: Me ITE.• CONCRETE FOUNDATION PREPARATION DO NOT/NSTALL NEAR vital cluster box unit - 1570 F Series OPEN CATCHBAS/NGRATE NEW CONCRETE BASE: 1) Depending on climatic and soil conditions in the area of installation, optional foundation material may be necessary as shown. Consult local building codes for recommendations. o 0 2) Refer to Tablel for thickness (h), width (w), and depth (d) of the concrete pad alternatives. 3) Concrete shall have a compressive strength of 3000 psi @ 28 days, contain 4% min — 6% max air ° entrapment and be placed with a 3.50-4.50 slump in accordance to 301. .r wa 4) Use wire mesh as per (Standard) or fiber reinforced concrete as per (Standard).' EXISTINGCONCRETE BASE: 1)1 Existing concrete pad must be o—east 48" wide.' 2) Concrete base and anchor bolts may be reused if: a. existing 1/2" diameter expansion anchor bolts are firmly embedded in the concrete and not r i damaged or corroded; b. concrete foundation is not damaged; and .F >; c. bolt hole pattern of the new unit matches the installed anchor bolts. �• s ^± 3) Additional considerations include: a. if concrete is only 4" thick, then option ' b' in Table 2 below cannot be used x h b I fl h h I I f h f_f 2-7 "MAX Max Wa l l Height 31 MIN. 5=0r' CLEAR WIM ,7 n' AAIAI �... LXIS ZING ASF'HF -/� PAVEMENT SAWCUT (SEE NOTE 2) RTERIAL S 7" HMA (or ACP Class B) (SEE NOTE 1), OVER 6" CRUSHED ROCK E 1 RESIDENTIAL, STRFZT MINIMUM I 4" HMA (or ACP Class B) (SEE NOTE 1). OVER 6" CRUSHED ROCK 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. o STD. PLAN — 103 PUBLIC WORKS CURB AND GUTTER PPRO D: DEPARTMENT REPLACEMENT DETAIL ATE 6" MINIMUM BRUSHED CONCRETE (6") 1 114" MINUS CRUSHED ROCK BASE PER WSDOT SPEC 9-03.9(.3) COMPACTED SUBGRADE DRI VEWA Y PA VEMENT SURFACING SECTION NO SCALE ONSITE SURFACING SECTION NOTE.• THE SOILS ENGINEER EMPLOYED BY THE DEl/ELOPER SHALL Vf-RIFY AND SUBSEOUENTL Y AD RISE THE CITY THAT THE INSTALLA AON OF THE PA WNG SECT/ON(S) CONFORM TO HIS/HER DESIGN. 8" (OR EXISTING, #HICHEVER IS LESS) - HOT MIX ASPHAL T CLASS 1/2" PG 64-22 6" CRUSHED SURFACING TOP COURSE SUBGRADE NA77VE SOIL OR STRUCTURAL FILL COMPACTED TO 95/ OF MAX. DRY DENSITY. PER ASTM D-1557 b. any unused, existing anc or o is must be cut us to t e eve o t e concrete sun ace . �..,, •. 4 ' .. CODIFIED PRTOR) c. if concrete is damaged, replacement of foundation pad is required f �� TH/SSHEET OC SOUTH PUGET DRIVE s viewSIDE M- - k SURFACING SECTION Expansion Anchor Bolt Recommendations a ��itl 1K+au 11E Lifs 1f f_'�fer�t�u���lyrrtl'1 — — -r— r 7 41 13Woodw llri0r1 rote mube at least I www.J{orencemaUboxmcom NO. 91194 Rev E Page 7 of 16 REVISION NO SCALE 1111010 gIDEKO g'��p g ��.. . F _R- mC:-+w/i,iiI �,. �'oF•wAsy�•. a CIVIL ENGINEERING 0. LA Den C APE ARCHITECTURE z N SC CONSTRUCTION RECORD DRAWING SURVEYED.DAP ` VERTK AU NAVD 1988 SEPT. 2017 DESIGNED: WG, HORIZONTAL -HAD 19W/1991 CITY OF SITE DETAILS AND NOTES OK: DRAWN: SESPRI RENTON PAGE: I ONE INCH DATU M N4119DRAWING N0: OHEgCED. MAM AT FULLSCALE Planning/Building/Public Works Dept. C3 31 IF NOT ONE INCH BY DATE APPR APPROVED: SHM SCALE ACCORDINGLY SHEET: 8 OF: 22 W OPUBLIC LLJ Z O >\ SDMH #8010, TYPE II� RIM EL-372.16 8"CMP(N)IE-367.98 18°CONC(E)IE=367.84 r ^ 12"CMP(S)IE=367.01 I 1v 24"CONC(W)IE=366.49 J / J I I I � J//`I. LT✓✓, V.V/ L/ y TYPE 1, VANED GRATE 49 LF 4 j J CO "' CO RIM 98�.r 387.17 �� PERF. PVC , / 4 /E 384. 76 4" 1E /N 383.19 (N) 4 �E 383. 42 „ 12 /EOUT�2(S) 386 0 / -I AM 00 o r El VIL 1600 L-----I00 pD86� E (T a I 3LF PVC ; ,el 82 00 567 SCALE: 1 = 20 /) l 6"4'LEANOU�T ° ° °� 6 CLEA OUT 0 10 20 40 / RIM ` 387.7 p ° : ° d i RlY 387.9 /6" IE 38G.19 3$$ a ' ' OOi - -- 6" IE 3 .99--- 1 10LF B " .PERF lP/PE/CONNEON / B1 I G'1 MIN/MUM 3 FEET COVER 29 LF 4"NI/ I ! " CLEANOI�T I I 6" CLEANOUT PROVIDED FOR STORM PIPES PERF. PVC ` 4 /M I ° 6 12 PV' R/M 387.84 c/ 6" l� 386. 4 I I . 6 /E 386.30 I I n I L---I °a / 6 00 I ) \ 4 If , 86.7 a VC \. ° i 6 F 6" P C moo \ ° - ° I \ PR/VA DETENTION VA L T ° �: a ° I a U --- \ SEE DETAIL SHEET C4:31 0 - - o L / - _ I '3LF "PVC ,I II 6" PVC 7LF6"PEF 6,0.1400 P/PCON oI . o 2 I ° ao RIU 387. 08 \ ,0G \� / / i �916.. I R/M 387.14 4.l.. I OPUS L� I 6 /E 385.5 _ _ llE 385.5 I ~ a L ,4/L . X Q... I - 61E" -385 - - - -- I BQ 7LF6 P F / 9Qso 6 385.5 p. m.a L\4I PIPE CON ECTION NEW PUBLIC » CLEANOUT I ' ` ' i 6" CZ T CB 6 \ . l CO Y / RlM 388. 51 I I 4:i RIM 3� 08 4 E 38 00 49 IOLF 6" PERF PIPE CONNECTION PER DETAIL THIS SHEET DIRECTION OF SHEETFLOW D/SPERS/ON (TYP) WIA 410 370 NOTE. MIN/MUM REWIRED COVER FOR PKC STORM P/PE /S 3 FE T. 1 +00 PW EL: 484.75 15 00'1 VC "1 h 0 8LF 12" PVC 0 0. 4f92, 44.18 L T \ ! I \6" lE 387.00 I 6 /E 3 .53 TYPE 1, VANED GRATE I TYPE \ 134 L, 4 ,� Al 0 R/M 3857-ji5 385.5 381.15 R/M 388�; PERF. PVC - - Lo o _ �2" IE -- �� _ - r - - 375.18\ 12 lE /N 3�89- (E) \ - - 1 DE lCA 0 4" IE 382.2� (N,1381.46 375.13 � 12' IE OUT 5789- (SW) \ \ � "w- -- - 3 2 � vc �EXISTING DRNEWA Y TO _ 61` _ :- _2 Y o�c �� 8E ABAN)OONED AND v " ° ® ? I F 6 PV Z I REMO . AM MYQ[G I 0.1029 AD✓AC T FRONTAGE sss ss --_/ w PA'iEMENT RESTORATION / STA 80 / / - - /H / _ Y :::: :::: :::: :::: ::::....: J D /VE Y : lfi l M #8056 CB 8011 TYPE? ��� / �� \ I FWATERLINE w / w w w w w C 'I EL-397.46 w� _ w AREA PER CITY OF -\ PRO OSED STREETLIGHT / R �G # RENTON STANQ D w Q ,NNLL 368.95 w w- w T o CB 8028, /w I R CHANNEL-390.50 / RIM EL=372.3� IN W w / �- / / RIM EL= 8, .03 W, OUT / 8"CMP(S)IE3b9.8rf �� r8" NW, OUT �,�� \� 1 ATERLINE w w Lw w w w�- - i \ w ��-mow w aw. , w / 8'"'CMP(5�=389.40 rn Q- B - �C6�r �p N >p �B SE / a co 00 - - 5f00 010) 00 00 _ _ \ \ w \ \ SOUTH PUCE R/UE CB #8019, TYPE I \ W PUB/C WRIM EL-392.82NEA \ S8. `L 8"CMP(N)IE=387.33 TA 4f65, \ DRIVEWAY WIDTH VAR/ANCE 18°CONC(S)IE=386.76 \ TYPE \ APPROVED UNDER LUA17-000668 18"CONC(W)IE=386.52 \ RIM 37,E 378.48 \ REMOVE AND REL OCA TE STREET L/GHT. \ \12" /F /N P (NE) 374.78 NEW DRIVEWAY EDGE TO MIN/MUM 10' SEPARATION BETWEEN 0\ 0.067 MA TCH SIDEWALK LANDSCAPE /N THE STREET LIGHT AND DRI VEWA Y EDGE 18"`EX/STING If /N 36z84 (E)374.70 PAVING FOR TRIANGULAR WEDGE PORT/ON (SEE STREET LIGHT PLAN) PEDESTRIAN CROSSING (BOTH SIDES OF DRIVEWA Y) RANDOM FILL 6" MIN. 18" MIN. i- 24" MIN. FILTER FABRIC 6" PERFORATED PIPE 1 " - ;" WASHED ROCK PRI VA TE STORYWA TER DETENTION VAUL T VAUL T FL OOR AREA: 1,210 SF REQUIRED L/VE STORAGE VOLUME- 7,106 CF PROVIDED L/VE STORAGE VOLUME. 7, 623 CF • NO WA TER DUAL/TY TREA TMENT REQUIRED • SEPARA TE BUILDING PERMIT /S REQUIRED FOR THE STRUCTURAL REV/EW OF THE 5TORYWA TER VAUL T ON -SITE SUP PROVIDED 34LF PERFORA TED PIPE CONNECTION, TOTAL OF 4 CONNECTIONS, UPSTREAM OF THE DETENTION VAUL T • 2,515 SF SHEET FLOW DISPERSION (CONS/S/ T/NG OF /ND/ V/DUAL DRI VEWA YS AND WALKWA YS, WITH A 10' VEGETA TED FLOW PA TH) • SOIL AMENDMENT WILL 5F PROVIDED FOR TOP SOIL LEGEND HIGH PT STA: 1f93, i P14 STA.• 171-85.65 PK EL: 388.51 25.00' VC PROPOSED FIN/SHED L44 W GRADE 0 (TYP.) ai ai W -- _2.009,' 10,00 ---:----:---,383.05TH-�---- -- '1 IE 382.49� - - ----- ----_--376.75'LWS____ _ -----------=----=-------=-=---- ---- i CONTROL STRUCTURE, SEE DETAIL SHEET C4. 2 ... DETENTION VAUL T, SEE VAUL T DETAILS, o Z SHEET C4.31 Q " DRIV47WA Y HOR/Z. SCA E.• 1 "20' VERT. SCA E.• 1`_-10' h 1+50 2+00 390 :Z 370 360 420 h N W �h "W � W I 2+50 00.5010 3+00 j j 44LF 12" PVC / ✓ ------- 0 0. 359 - 12" IE 376.75 - 57LF 12" PVC 0 0.03 6 (A8) r� VA UL T OUTLET HORIZ. SCALE: 1 "-20' VERT. SCALE- 1 '�- 10' EX. SURFACE TEXT EX. CONTOUR MA✓R EX. CONTOUR M/NR PROP. SURFACE TEXT PROP. CONTOUR MA✓R PROP. CONTOUR M/NR 390 370 360 3+25 ' /J 370 • /J 0+50 1+00 1+40 CONSTRUCTION RECORD DRAWING l $IDEKO111010 .�,, ��•oF WAsy�ywa� CIVIL ENGINEERING LANDSCAPE ARCHITECTURE PLANNING Ate•. a 41846 0,.� DESIGN SURVEYING FSS/ONAL ENS\ 12100 NE 195th St, Suite 300 Bothell, Washington 98011 425.885.7877 -72 R-397309 IN COMPLIANCE WITH CITY OF RENTON STANDARDS PERFORA TED PIPE CONNECT/ON SECTION Q NO SCALE SURVEYED: DAP DESIGNED:G SCALE: HORIZONVEffrTAL- -- NAD 1983/1991 CITY OF ROAD AND STORM PLAN AND OAS: SEPT. 2017 h 1;R)FlELDBOOK: DRAWN: SES R E N T O N DRI VEWA Y PROFILE PAGE. DRAWING N0: CHECKED: MAU ONE INCH DATUM AT FULL SCALE Planning/Building/Public Works Dept. C4. 01 IF NOT ONE INCH CORE JOB NO. 16114 T NO. REVISION BY DATE AP P R APPROVED: SHY SCALE ACCORDINGLY SHEET: 9 OF: 22 a a D o v Q v D DETENTION VA UL T — TOP DETAIL ACCESS OPENINGS, EXCEPT THOSE COVE -RED BY REMOVABLE PANEL SHALL HAVE- ROUND SOLID LOCKING COVE-RS m PROPOSED Fh GRADE (TYR) 390 TOP OF LID 384.55' 6" FREEBOARD 13.75' 8" PVC SS BOTTOM WALL 375.85' 'V' NOTCH BOTTOM 0 57 TOWARD MIDPOINT 370 SECTION A HORIZ. SCALE- 1 "--10' VERT. SCALE- 1 "— ' CORE JOB NO. 16114T EXISTING GRADE (TYP.) f6" D.l. WA 0 38J 05' MAX. W. S.E. SEDIMENT STORAGE SEDIMENT STORAGE A VERAGE DEPTH OF 1' ml 390 /' 370 DETENTION VA UL T — INTERIOR DETAIL SURVEYED: DAP SCALE: VERTICAL NAVD 1988 HORIZONTAL: NAD 1983/1991 DESIGNED: I ry,G DRAWN: YS/YE/S ONE INCH DATU M CHECKED: MAY AT FULL SCALE IF NOT ONE INCH NO. REVISION BY DATE AP P R APPROVED: SHY SCALE ACCORDINGLY E// DEIFNTION VAULT TO BE DESIGNED TO BEAR LOADING OF A FIRE 1RUCK. 390 370 CITY OF RENTON Planning/Building/Public Works Dept. PRIVATE DETENTION VAULT REQUIRED LIVE STORAGE VOLUME 7,106 OF PRODDED LIVE STORAGE VOLUME 7, 623 CF CONSTRUCTION RECORD DRAWING VSIDEKO wAsy 11 CIVIL ENGINEERING :�� `-`•� LANDSCAPE ARCHITECTURE 'Con PLANNING o•• 41846 DESIGN SURVEYING Fss/ONAL ENG\ 12100 NE 195th St, Suite 300 Bothell, Washington 98011 425.885.7877 -1z R- 3 97310 IN COMPLIANCE WITH CITY OF RENTON STANDARDS DETENTION VA ULT DETAILS SEPT. 2017 PAGE: DRAWING NO: C4.31 SHEET: 10 OF: 22 N NO I- O 0 0 Q4 CL h O O X LLJ 04 Q W 24" a^ U Y Z W m � W as N E m FRAME AND VANED GRATE S+ 6"OR12" PIPE ALLOWANCES MAXIMUM PIPE MATERIAL INSIDE DIAMETER REINFORCED OR IT PLAIN CONCRETE ALL METAL PIPE 15" CPSSP'k IT (STD. SPEC. 9-05.20) SOLID WALL PVC 15" (STD. SPEC. 9-05.12(1)) PROFILE WALL PVC 15" (STD. SPEC. 9-05.12(2)) a CATCH BASIN FRAME AND VANED GRATE (DETAIL 204.00) m I K m HANDHOLD BOLT -DOWN SLOTSEE n � 1 DETAIL AND NOTE 1 O N g RECTANGULAR ADJUSTMENT SECTION C OR CIRCULAR ADJUSTMENT SECTION 1D a GROUT, TYPICAL (SEE NOTE 5) 2 1/2" DIA . HC UE w U G FLAT SLAB TOP W 20 �Q 48", 54', 60', 72°, 64" OR 96" Q J � O � pp x� Q MORTAR (TYP.) �paQ 4pOpOpO STEPS OR * CORRUGATED POLYETHYLENE LADDER O O Q O Q STORM SEWER PIPE ONE #3 BAR HOOP FOR 6" HEIGHT B TWO #3 BAR HOOPS FOR 12" HEIGHT TOP SECTION O RECTANGULAR ADJUSTMENT SECTION NOTES Z a 1. Provide two slots in the cover that are vertically aligned MORTAR FILLET REINFORCING STEEL (T1'P.) with the holes In the frame. Location of bolt -down slots 1146, \ " GRAVEL BACKFILL FOR varies among different manufacturers. sJ NOTES 72" PIPE ZONE BEDDING X 43/4" 11/2" -� " 2. Alternative reinforcing designs are acceptable in 1. As acceptable alternatives to the rebar shown in the PRECAST BASE 6" �6 lieu of the rib design. SECTION, fibers (placed according to the Standard Specifications), Or SEPARATE BASE INTEGRAL BASE I r - n wire mesh having a minimum area of 0.12 square inches per foot shall CAST -IN -PLACE PRECAST WITH RISER 3' 3. Refer to Standard Specification 9-05.15(2) for additional be used with the minimum required rebar shown in the ALTERNATIVE { requirements PRECAST BASE SECTION. Wire mesh shall not be placed in the '0' RING knockouts. 72" 4. For Frame details, see City of Renton #3 BAR EACH CORNER 39" R -SEE NOTE 2 z 2. The knockout diameter shall not be greater than 20". Knockouts shall GRAVEL BACKPILL FOR SECTION O Standard Plan 204.00. have a wall thickness of 2" minimum to 2.5" maximum. Provide a 1.5" 6� PIPE ZONE BEDDING N minimum gap between the knockout wall and the outside of the pipe. SEPARATE BASE After the pipe is installed, fill the gap with joint mortar in accordance PRECAST 93 BAR EACH SIDE with Standard Specification 9-04.3. 3. The maximum depth from the finished grade to the lowest pipe invert shall be 5'. #3 BAR EACH WAY 4. The frame and grate must be installed with the flange down. PRECAST BASE SECTION 5. The Precast Base Section may have a rounded floor, and the walls may be sloped at a rate of 1:24 or steeper. 6. The opening shall be measured at the top of the precast base section. CATCH BASIN DIMENSIONS CATCH IN DIAMETER WALL THICKNESS BASE THICKNESS MAXIMUM KNOCZE UT MINIMUM DISTANCE BETWEEN KNOCKOUTS BASE REINFORCING STEEL ln2ft IN EACH DIRECTION SEPARATE BASE INTEGRAL BASE 48" 4" 6" 36" a" 0.23 0.15 54" 4.5" 8" 42" B" 0.19 0.19 60" 1. 8" 41, B. 0.25 0.25 72" 6" 8" 60" 12" 0.35 0.24 84" 8" 12" 72" 12" 0.39 0.29 96" 8" 12" 84" 12" 0.39 0.29 5" Q QQ 3 1/2" 1/2" DOQQQOQOQ oQQOQOQQOQQOQQQ 4" 3/4" DIAM. HOLE 1 1/4" QQQQ�QQ�QQ�Q�QQ�Q�QQ�Q�Q�Q 1/2" DIAM. HANDLE QQQQ� �Q QQQ�QQQ�QQ�QQQ��Q QQQQQQ�QQ�QQQQQQQQQ SECTION O QQ�QQQQ OQ Q BOLT -DOWN SLOT DETAIL ISOMETRIC SEE NOTE 1 5. All grade rings, risers, and castings shall be set In mortar In accordance with (D Corrugated Polyethylene Storm Sewer Pipe (Std. Spec. 9-05.20) SEE NOTE 1 Standard Specification 9-04.3. 2M (Bid. Spec. 9-06.12(l)) ALTERNATIVE PRECAST BASE SECTION ® (Bid. Spec.9-05.12(2)) STD. PLAN - 200.00 o~�Y �,,�, STD. PLAN - 201.00 G�`tY oi, STD. PLAN - 204.10 PUBLIC WORKS CATCH BASIN TYPE 1 PUBLIC WORKS CATCH BASIN TYPE 2 PUBLIC WORKS RECTANGULAR SOLID DEPARTMENT + DEPARTMENT ' DEPARTMENT METAL COVER MARCH 2O08 '�'�+N,Tp'� MARCH 2O08 "A�N,Lp MARCH 2O08 PATCHED AREA -7 11" VARIES m 4 7. All pickup holes shall be grouted full after the basin has been placed. 3/a^ ya„ OQQQ OQQQ OQQQ OQ �5/8" QQQQQQQQ QQQQQ QQQQQQQQ 8. All grade rings and castings shall be set in mortar in accordance with NOTES Standard Specification 9-04.3. 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 BAR EACH CORNER 19, MIN. 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 #3 BAR HOOP 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. a MOIj w Y 0 0 OUTFACE TO STREAM 0 DUMP NO POLLUTANTS PIPE ALLOWANCES CATCH PIPE MATERIAL WITH MAXIMUM INSIDE DIAMETER BASIN DIAMETER CONCRETE ALL METAL CPSSO SOLID ALLPVC PROFILE ALL VC 48" 24" 30" 24" 27" 11, 11, 30" 36" 30" 27" 11, 60" 36" 42" 36" 36" 42" 72" 42" 54" 42" 36' 48" 84" 54" 60" 54" 36" 48" 96" 60" 72" 60" 36" 48" MINI MIN � MIN MIN + I SLOT-SEEDETAIL ;� SPECIAL NOTE: - AND NOTE 1 \ IN THE EVENT TRANSVERSE PATCHES EXIST / \ WITHIN THE AFFECTED STREET, THE LENGTH } A A / OF THE PATCH SHgLL BE EXTENDED TO INCLUDE ANY EXISTING PATCH WITHIN 10 jj -• T OF THE EDGE OF THE PATCHREQUIRED FORNEW THE W CROSSING AND ANY SUBSEQUENT PATCH EDGE WITHIN 10 FEET- LD / OF THE EDGE OF THE SECOND PATCH AND { {l SO ON UP TO A TOTAL OF 300 FEET. FACE OF GUTTER OR / '•1 EDGE OF PAVEMENT COVER PER STD PLAN 401 � f TRAFFIC FLOW " (SEE NOTE 9) a 2" HMA CENTER LINE OR SEAL WITH AR 4000 OR APPROVED I LANE LINE TOP SECTION O EQUAL AND DRY SAND AFTER PLAN 2" TO 8" HMA r `, PATCHING NITS (SEE NOTE 9) OUTSIDE DIAMETER OF ADJUSTMENT RING AND X SEE NOTE 2 X BOTTOM OF FRAME 6.5' MIN. 2" DEPTH OF 24" PLANING OR SAWCUT AND REMOVE 4EQUAL SPACES 4EQUAL SPACES m VARIES: 6.5' MIN. - FMINJ 11DEPTH OF EXISTING PAVEMENT -� _ VARIES MIN I MIN SECTION O 3/4" 2" SAWCUT AND REMOVE OR PLANE, SEAL WITH 2" - 6" MIN. HMA (SEE NOTE 2) 11/4" MORTAR JOINT(S) (3/8" MIN.-2" MAX.) ADJUSTMENT RING (1" MIN.). SEE AR-4000W I SEE NOTE 3 AND SPECIAL PROVISION NOTE 6. (EACH SIDE) l 7-05.3(1). V CRUSHED SURFACING TOP COURSE (CSTC) m 2" HMA (9-03.9(3)) PER WSOOT STANDARD SECTION A -A SPECIFICATIONS, COMPACTED TO 95% MODIFIED PROCTOR. SAWCUT AFTER BACKFILL NOTES (EACH SIDE) CSTC, BANK RUN GRAVEL FOR TRENCH BACKPLL 1. REMOVE PAVEMENT AND BASE MATERIALS FORA DISTANCE 5. CONSTRUCTION AND ADJUSTMENT SHALL BE PERFORMED (9-03.19). GRAVEL BORROW (9-03.14(l)) PER WHICH IS EQUAL TO THE DIAMETER THE FRAME PLUS ONE ONLY BY A JOURNEYMAN MASON. MATERIAL IF APPROVED IN WRITING BY ENGINEER BOLT -DOWN SLOT DETAIL FOOT (MIN.). ADJUST CASTING FRAMEE WSDOT STANDARD SPECIFICATIONS OR NATIVE TO PAVEMENT SEE NOTE 1 SURFACE USING RISER RINGS AND MORTAR. B. ADJUSTMENT OF THE FRAME TO GRADE SHALL BE BASED ON GEOTECH REPORT, COMPACTED TO 95%MODIFIED PROCTOR. ACCOMPLISHED WITH ADJUSTMENT RINGS AND MORTAR ONLY. 2. REPLACE EXCAVATED MATERIAL WITH A MINIMUM OF 8' OF THE USE OF SHIMS IS PROHIBITED. WIDTH OF TRENCH AS REQUIRED BY SIZE OF PROPOSED NOTES HMA CLASS P PG 64-22 (OR TO A DEPTH THAT IS 2' BELOW IMPROVEMENT (SEE WSDOT STANDARD SPECIFICATION 2-09.4) Provide two slots in the grate that are vertically aligned THE BOTTOM OF THE UPPER ADJUSTMENT RING WHICHEVER 7. FRAME SHALL BE ADJUSTED TO PAVEMENT GRADE BY PLUS AN ALLOWANCE FOR ANY SHORING. SHORING, IF PIPE ZONE BEDDING, MATERIAL- SEE STANDARD 1. with the holes in the frame. Location of bolt -down slots varies IS GREATER) OR AS APPROVED BY THE ENGINEER. TAPPING UNTIL FRAME IS FLUSH WITH PAVEMENT AS NEEDED, SHALL MEET THE REQUIREMENTS OF WSDOT PLAN 110.1, among different manufacturers. DETERMINED WITH A STRAIGHT EDGE OF SUFFICIENT LENGTH. STANDARD SPECIFICATION 7-08.3(1)8 ISOMETRIC 3. ADJUSTMENT RINGS AND FRAME SHALL BE FULLY BEDDED IN TRENCH WIDTH 2. Refer to Standard Specification 9-05.15(2) for additional requirements. MORTAR. MORTAR SHALL BE ASTM C270 FOR TYPE S. 8. ALL MORTAR JOINTS SHALL BE TRIMMED FLUSH AND REMAIN VISIBLE UPON COMPLETION. 3. Use only on sags and vertical curbs locations. 4. MORTAR SHALL BE MIXED AND APPLIED PER FOR NOTES, SEE STANDARD PLAN 110.1 MANUFACTURERS DIRECTIONS. 9. X= V-T MIN. TO 7-V MAX. - PER ENGINEER'S INSTRUCTION 4. Unless otherwise specified, vaned grates shall be used with standard frame STD. PLAN - 110 in the travel way, gutter or shoulder. vaned grates shall not be located STD. PLAN - 106 TYPICAL TRANSVERSE PATCH FOR PUBLIC WORKS within crossroads. Use vaned grates along rolled curbs. TYPICAL CONSTRUCTION ROVED: a FLEXIBLE PAVEMENT OR RIGID PR ED PUBLIC WORKS DEPARTMENT titY p DEPARTMENT AND ADJUSTMENT OF14 PAVEMENT WITH OVERLAY PUBLIC WORKS RECTANGULAR BI-DIRECTIONAL STD. PLAN - 204.30 MANHOLE RISERS ^ V p�rF DEPARTMENT VANED GRATE DA MARCH 2O08 CORE JOB NO. 16114T SURVEYED: DAP SCALE. VERTICAL, NAVD 1988 HORIZONTAL NAD 1983/1991 DESIGNED: WG, DRAWN: SES ONE INCH DATU M CHECKED: MAY AT FULL SCALE IF NOT ONE INCH NO. REVISION BY DATE AP P R APPROVED: SHY SCALE ACCORDINGLY MAX W" S" EL. 383" 05 C7 0° 5' MIN. REMOVABLE WATER AGHT COUPLING PLATE WITH OR/FILL: AS SPECIFIED, BOLTED TO FLANGE OR DRILLED CAP ELBOW )F 384 ELBOW IE 381.25 ELBOW IE 380.30 18" CMP 2' TOP OF RISER EL. 38J 05' 4" ELBOW WITH 7116-0 ORIFICE SEE ELBOW DETAIL, THIS SHEET 4" ELBOW WITH 7116"0 ORIFICE SEE ELBOW DETAIL, THIS SHEET 4" ELBOW WITH 31810 ORIFICE SEE ELBOW DETAIL, THIS SHEET 18x18x12 x8" CUP CROSS 12" IE 376.75' (AB)If NON-POUROUS, NON - SHRINKING GROUT AROUND �I PIPE AS REO D (TYP°) 8 GAUGE ALUMINUM STRAPS WITH STAINLESS STEEL ANCHOR BOLTS. (TYR) MAX. 3' VERTICAL SPACING 1' SEC77ON OF PIPE ATTACHED BY GASKETED BAND TO ALLOW REMOVAL. DRILL OR MACHINE CUT 5116 "0 ORIFICE IN RESTRICTOR END PLATE, EL. 374+75' CONTROL STRUCTURE DETAIL (PRIVATE) ELBOW DETAIL (STY p�CITY OF RENTON �E k T Oct Planning/Building/Public Works Dept. NOT TO SCALE l SIDEKO �0�FsP�C C41846 R�0�� �S/ONAL ENG� 11-IZ-1� NO SCALE NOTES 1. METAL PARTS SHALL BE CORROSION RESISTANT; NON-GAL VANIZED PARTS PREFERRED, GALVANIZED PIPE PARTS TO HA VE ASHPAL T TREATMENT 1° 2° FRAME AND LADDER OFFSET SO°° G. CLEANOUT GA TE IS VISIBLE FROM TOP. b. CLIMB DOWN SPACE IS CLEAR OF RISER AND CLEANOUT GRATE. 3. PA VEMENT RESTORA TION AS PER CITY OF RENTON STANDARDS IMLL BE REQUIRED FOR ANY WORK IMPACTING THE PA VEMEN T IN THE PUBLIC RIGHT OF WA Y° 4° ALL STORMWATER PIPES AND STRUCTURES INTERNAL TO SITE ARE PRIVATE CONSTRUCTION RECORD DRAWING DESIGN CIVIL ENGINEERING LANDSCAPE ARCHITECTURE PLANNING SURVEYING 12100 NE 195th St, Suite 300 Bothell, Washington 98011 425.885.7877 R- 3 97311 IN COMPLIANCE WITH CITY OF RENTON STANDARDS SITE DETAILS AND NOTES DATE: SEPT. 2017 FIELDBOOK: PAGE: DRAWING NO: C4.32 SHEET: 11 OF: 22 N �O O O CL W i / STREET TREE (TYP� �S d � 4 LANDSCAPE PLAN AS -BUILT 060 REVISION LANDSCAPE SCHEDULE NOTE TREES QTY BOTANICAL NAME COMMON NAME SIZE * PLANT AND OTHER LANDSCAPE MATERIAL IDENTIFICATION, LOCATION, AND QUANTITIES ARE BASED ON FIELD OBSERVATION ONLY* 10 ACER CIRCINATUM 'PACIFIC FIRE' PACIFIC FIRE VINE MAPLE 5' HT. MIN. GO • 3 PARROTIA PERSICA PERSIAN PARROTIA 2" CAL. MIN. REPLACEMENT TREE • 10 POPULUS BALSAMIFERA TRICHOCARPA BLACK COTTONWOOD 1.5" CAL./6- HT. MIN. ��wnllllurii�� • G'iimu�NNp° 9 THUJA PLICATA WESTERN RED CEDAR 6' HT. MIN. REPLACEMENT TREE SHRUBS QTY BOTANICAL NAME COMMON NAME SIZE O 15 ABELIA X GRANDIFLORA ' PROSTRATA' PROSTRATE WHITE ABELIA 2 GAL/18" HT. MIN. 0 9 AUCUBAJAPONICA'MR. GOLDSTRIKE' MR. GOLDSTRIKE AUCUBA 2 GAL/18" HT. MIN. 12 BERBERIS THUNBERGII 'RED ROCKET' RED ROCKET BARBERRY 3 GAL./24" HT. MIN. 15 BLECHNUM SPICANT DEER FERN 1 GAL 21 CALAMAGROSTIS BRACHYTRICHA KOREAN REED GRASS 1 GAL 3 CALLUNA VULGARIS SCOTCH HEATHER 1 GAL 3 CAREX ELATA ' BOWLES GOLDEN' BOWLES GOLDEN SEDGE 1 GAL 26 CORNUS STOLONIFERA RED -TWIG DOGWOOD 5 GAL./30" HT. MIN. O5 ERICA CARNEA WINTER HEATH 1 GAL 9 ERICA CARNEA'SPRINGWOOD PINK- PINK SPRING HEATH 1 GAL \� 8 EUONYMUS FORTUNEI 'GOLD SPLASH' GOLD SPLASH EUONYMUS 5 GAL./21" MIN. HT. 34 HAKONECHLOA MACRA 'ALL GOLD' JAPANESE FOREST GRASS 2 GAL/15" HT. MIN. 3 HEBE BUXIFOLIA BOXLEAF HEBE 2 GAL/15" HT. MIN. 1 ILEX CRENATA ' HELERII' HELER'S JAPANESE HOLLY 5 GAL./24" HT. MIN. 12 LAVANDULA STOECHAS SPANISH LAVENDER 2 GAL. 0 5 LIRIOPE MUSCARI LILYTURF 1 GAL 16 LONICERA NITIDA BOX LEAF HONEYSUCKLE 2 GAL/15' HT. MIN. 33 MAHONIA REPENS CREEPING MAHONIA 2 GAL. 4 MYRICA CALIFORNICA PACIFIC WAX MYRTLE 5 GAL/36" HT. MIN. 17 NANDINA DOMESTICA' MONFAR' SIERRA SUNRISE HEAVENLY BAMBOO 3 GAL./24" HT. MIN. `sy 20 OPHIOPOGON JAPONICUS 'BLACK' BLACK MONDO GRASS 1 GAL W/(jG 21 PENNISETUM ALOPECUROIDES FOUNTAIN GRASS 1 GAL 3 PEROVSKIA ATRIPLICIFOLIA RUSSIAN SAGE 2 GAL 18" HT. MIN. 22 PIERIS JAPONICA ' VARIEGATA' VARIEGATED LILY OF THE VALLEY 3 GAL./24" HT. MIN. 26 SARCOCOCCA RUSCIFOLIA FRAGRANT SARCOCOCCA 3 GAL./24" HT. MIN. 3 SPIRAEA JAPONICA ' CONSPIYET' TM YETI JAPANESE SPIREA 2 GAL/15" HT. MIN. 9 SPIRAEAJAPONICA'SMSJMLA' LIL' FLIRTSPIREA 3 GAL./24" HT. MIN. SCALE: 1" - 10' } 2 SPIRAEA JAPONICA ' WALBUMA' MAGIC CARPET SPIREA 2 GAL/15' HT. MIN. /� 0 �� ( o � 15 SPIRAEA NIPPONICA 'SNOWMOUND' SNOWMOUND SPIREA 3 GAL./24" HT. MIN. 30 SPIRAEA X BUMALDA ' GOLDFLAME' GOLDFLAME SPIREA 3 GAL./24" HT. MIN. +) 5 SPIRAEA X BUMALDA ' MONHUB' TM LIMEMOUND SPIREA 3 GAL./24" HT. MIN. 25 VACCINIUM OVATUM 'VACSIDI' TM SCARLET OVATION EVERGREEN HUCKLEBERRY 2 GAL/15" HT. MIN. R-397312 72 VIBURNUM DAVIDII DAVID VIBURNUM 3 GAL./24" HT. MIN. 1,4711 NE 29th Place Suite 101 Bellevue, Washington 98007 7 WEIGELA FLORIDA' DARK HORSE' DARK HORSE WEIGELA 1 GAL 425.885.7877 Fax 425.885.7963 GROUND COVERS QTY BOTANICAL NAME COMMON NAME SIZE DESIGN PROJECT NO. 161 14T ENGINEERING • PLANNING • SURVEYING 611 SF ARCTOSTAPHYLOS UVA-URSI 'WOODS COMPACT' KINNIKINNICK 1 GAL. 1,776SF LAWN HYDR SEED IN COMPLIANCE WITH CITY OF RENTON STANDARDS rt5,i may. ��an Cca ^V vV A�?7&&. SURVEYED: ^ SCALE: DATE: VERTICAL: NAVD 1988 Dfi� �Ol / 7 q 7 HORIZONTAL: NAD 1983/1991 CITY Y OF SLr �I' T L DESIGNED: LBS � /�`/ FIELDHOOK: DRAWN: LBS R E N T 0 NI %� % �� /� PE ,p %� % PAGE: ONE INCH DATUM 1/A� �/ 1/AA'� �/ DRAWING NO: CHECKED: LBS AT FULL SCALE Planning/Building/Public Works Dept. L2® IF NOT ONE INCH BY DATE APPR I APPROVED: LBS SCALE ACCORDINGLY SHEET: 16 OF: 22 M O� M O Q W W 0 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, WHICH SHALL BE 9" IN LAWN AREAS AND 11" ALL PLANTING BEDS (SEE SOIL AMENDMENT NOTES SECTION BELOW). 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. STAKING NOTES RUBBER HOSE AT TREE; HOSE SHALL BE LONG ENOUGH TO ACCOMMODATE 1 YEAR'S GROWTH AND BUFFER ALL BRANCHES FROM THE WIRE 3 HARDWOOD STAKES OR OTHER APPROVED MATERIAL; ALL STAKES TO BE DRIVEN OUTSIDE THE ROOTBALLL, AT 120' SPACING GALVANIZED WIRED OR CABLE; TWIST WIRE TO TIGHTEN ONLY ENOUGH TO KEEP FROM SLIPPING (ALLOW FOR SOME TRUNK MOVEMENT) 3' 1 2 X ROOTBALL DIMENSION STAKES SHALL EXTEND A MIN. OF 12" 1' INTO UNDISTURBED SOIL PLANT TREE SO THAT THE TRUNK CROWN IS VISIBLE AT THE TOP OF THE ROOTBALL; SET TOP OF ° ROOTBALL FLUSH TO GRADE; DO ° NOT COVER THE TOP OF THE ° ROOTBALL WITH SOIL MIN. 2" MULCH; DO NOT PLACE IN CONTACT WITH TRUNK REMOVE ALL TWINE, WIRE AND BURLAP FROM TOP HALF OF ROOTBALL; NON BIODEGRADABLE MATERIAL SHALL BE REMOVED COMPLETELY 4" HIGH EARTH SAUCER AROUND EDGE OF PLANTING PIT FINISH GRADE ROUGHEN EDGES OF PIT TAMP TOPSOIL BACKFILL AROUND ROOTBALL BASE FIRMLY WITH FOOT PRESSURE TO AVOID SHIFT OF ROOTBALL PLACE ROOTBALL ON UNEXCAVATED/UNDISTRUBED NATIVE SOIL PEDESTAL TO PREVENT SETTLING � 2 x ROOTBALL DI) DETAIL: PLANTING DECIDUOUS TREE CONDITION 1: PLANTER STRIP TREE CLOSER THAN 8' TO ADJACENT STORM LINE OR 4' FROM DRY UTILITY LINE 2 :3 a-w w< Do> NOT TO SCALE INSTALL ROOT BARRIER ON ONE OR BOTH SIDES OF PLANTER STRIP AS NECESSARY 5' PLANTER STRIP D NOTES: ZEXISTING STORM 1. ROOT BARRIER TO BE NDS, MODEL RP-2450, OR APPROVED EQUIVALENT DRAINAGE LINE (TYP.) 2. INSTALL PRODUCT PER MANUFACTURER'S SPECIFICATIONS. 3. INSTALL PRODUCT A MINIMUM OF 3BEYOND CENTER OF TREE IN EACH DIRECTION PARALLEL TO UTILITY LINE. 4. ALL TREES LOCATED WITHIN PLANTER STRIPS TO RECEIVE ROOT BARRIER. DETAIL: ROOT BARRIER NOT TO SCALE RC DIN PRUNE TREE AS DIRECTED IN PLANTING NOTES PLANT TREE SO THAT THE TRUNK CROWN IS VISIBLE AT THE TOP OF THE ROOTBALL; SET TOP OF ROOTBALL FLUSH TO GRADE; DO NOT COVER THE TOP OF THE ROOTBALL WITH SOIL MIN. 2" MULCH; DO NOT PLACE IN CONTACT WITH TRUNK FINISH GRADE 4" HIGH EARTH SAUCER AROUND EDGE OF PLANTING PIT REMOVE ALL TWINE, WIRE, AND BURLAP FROM TOP HALF OF ROOTBALL; NON -BIODEGRADABLE MATERIAL SHALL BE REMOVED COMPLETELY :ZiIRe7:1�►���ZeI�Y�I���1 TAMP TOPSOIL BACKFILL AROUND ROOTBALL BASE FIRMLY WITH FOOT PRESSURE TO AVOID SHIFT OF ROOTBALL PLACE ROOTBALL ON UNEXCAVATED/UNDISTRUBED NATIVE SOIL PEDESTAL TO PREVENT SETTLING DETAIL: PLANTING CONIFER TREE NOT TO SCALE EQ. 4-3/4" X 1-1/2" TK CAP ON TOP OF POST 2"X4" TK TOP RAIL 1"X4" TK RAIL 2"X4" TK RAIL 4"X4" PT POST 1"X4" CEDAR BOARDS (TIGHT) 2"X4" TK RAIL 1"X4" TK RAIL FINISHED GRADE OPTIONAL POST ON PIPE 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 STALL): 30" MEDIUM SHRUBS (FROM T TALL TO 6'): 42" LARGE SHRUBS (OVER 6' TALL): 48" DETAIL: PLANTING SPACING EQ. SPACING -8' NOT TO SCALE -II u o C C o I r �I I I i IJ I^ ICI+ I HOLD TOP OF FOOTING 2" BELOW �/ FINISHED GRADE ELEVATIONvj,� a vvi��v DETAIL: & BOARD FENCE NOT TO SCALE M NOTES: 1. TOP RAIL TO BE HORIZONTAL WITH MAX 12" STEPS AT POSTS AS NEEDED FOR GRADE -VERIFY W/ SUPERINTENDENT ON STEEP GRADES. 2. 2"x4" RAIL SIDE TO FACE INTO THE FENCE OWNER'S PROPERTY EXCEPT AT STREET OR PARK LOCATIONS. 3. WITH GRADE DIFFERENCE OF 6" OR MORE BETWEEN POSTS - SLOPE BOTTOM RAIL TO CONFORM. 4. STAIN ALL WOOD WITH SEMI -TRANSPARENT STAIN, COLOR TO MATCH ARCHITECTURE. STAIN TO BE SELECTED BY OWNER. DESIGN ENGINEERING R-397313 1471 1 NE 29th Place Suite 101 Bellevue, Washington 98007 425.885.7877 Fax 425.885.7963 PROJECT NO. 161 14T PLANNING • SURVEYING IN COMPLIANCE WITH CITY OF RENTON STANDARDS SURVEYED: OAP SCALE: DATE: VERTICAL: NAVD 1988 a �Ol / 7 q 7 DESIGNED: LBS /1 HORIZONTAL: NAD 1983/1991 T Y OF SLr �I' T L FIELDBOOK: DRAWN: /BS RENTON PAGE: L ONE INCH PRI DATUM N4m• A S A PE 1 /]��/% S Al/]��/% DETAILS DRAWING NO: CHECKED: /BS AT FULL SCALE PIcnn1ng/50Ung/PUIJIIC Works Dept. L2.31 L IF NOT ONE INCH N 0. REVISION BY DATE AP P R APPROVED: BS SCALE ACCORDINGLY SHEET: l7 OF: 22