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a CIVIL CONSTRUCTION PERMIT M Iq PUGETPUGETL)1?1VE T(? WVNI=1OMES 0 � FOR TUSCANI'YC''''11110111111'NSTRUC'TION CITY OF RENTON f WASHINGTON W 0 Z Uj W -51 ROLLING HILLS CONDO V. 34 PGS. 14-49 s _ N8910'05"E 130.04_ 82 r LOT 1 ti ---- I 20,251t SF -- o l o I.0 B� C2 i � ROLLING HILLS CONDO r r V. 34 PGS. 14-49 N N \ H.M. SYRSTAD SHORT PLAT REC. NO. 7907209017 LOT 2 ., Q. A2 OZ \ Al 12 N753g.00» 0, it N .p 11 L Or J - N8T1 0'05"1 150.00 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` Ln w � IN oo Qo W o o, S 1/4 SEC TRO'iE CITY OF RENTON CONTROL iB95�� SEARCHED - NOT EWND. HELD PUBLISHED HORIZONTAL VALUES 29 HORIZONTAL CONTROL DIAGRAM I" = 50' LEGAL DESCRIPTION LOT 1, CITY OF RENTON SHORT PLAT N0. 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 CONSTRUCT/ON 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 SECT/ON 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: SHEETINDEX 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 SEDIMENTATION 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.• 1L-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 04 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 PHYS/CAL /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 ACCORD/NG TO MANUFACTURERS SPEC/F/CA77ONS. 6. UT/L/TIES OTHER THAN THOSE SHOWN MA Y EXIST ON THIS SITE. ONL Y THOSE UT/L177E-5 WITH EWDENCE OF THEIR 7NSTALLAT/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 U77LITY 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 /MPERV/OUS AREA (SQUARE FEET AND ACRE) = 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- RV-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 I W o P� z wPY RNOLD GR Qo m PARK S I-405 PNY SITE �o SW 19TH --A <n z �� ST Q S PUGET OR Q o = W SW 27TH SE 164TH S STT F Q SE TH ST Q� Q m °s SE 16 W HST Q SE 168TH s� - n ? n ST 00 >>� w o r�y ¢ /0 SW 34TH ST SE 172N ST SE ETROVITSKY R f I L VICINITYMAP N I" = 2, 500'f CERTIFICA TION / CERTIFY THA T THE /NFORMA TION SHOWN HERON WHICH WAS AS-BU/L T BY CORE DESIGN, INC. AND MA Y INCLUDE LOCATIONS, EL -VA TONS DEPTHS, PIPE SIZES, AND AS-BU/L T COMMENTS, ACCURA TEL Y REFLECTS EX/S77NG F/ELD CONDITIONS AS DETERMINED BY ME OR UNDER MY DIRECT SUPERWS/ON ON 912JI19. CONSTRUCTION RECORD DRAWING gSDEKO ��•oFWAshiy 9y CIVIL ENGINEERING LANDSCAPE ARCHITECTURE 'Con PLANNING �•.,,�F 41846 DESIGN SURVEYING Q-•G/STER�'��" ASS/ONAL ENS'\ 7 2100 NE 195th St, Suite 300 Bothell, Washington 98017 425.885.7877 R-3973 0 7 IN COMPLIANCE WITH CITY OF RENTON STANDARDS TITLE SHEET/HORIZONTAL AND VERTICAL CONTROL SHEET DATE: SEPT. 2017 PAGE: C1. 01 T: ' OF: 22 re, O O X ROLLING HILLS CONDO V. 34 PGS. 14- 49 VERTICAL DATUM % � FND 5/8" REBAR/CAP � � NAVD 88 (CITY OF RENTON) "LS 8528", 0.6'NxO.9'E / X X X BENCHMARK OF PROP. CORNER / N891 '05*t 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 ELEVATION = 417.571 FEET rr _ CITY OF RENTON CONTROL POINT NO. 895 SCALE. 1 - 2Or FOUND A 3" DOMED BRASS DISC STAMPED "TOWNSEND & ASSOC. �' I 0 10 20 40 LS 9634" FLUSH WITH THE ASPHALT PAVEMENT 2.5' SOUTHERLY OF I "T / / C CONC. THE CONSTRUCTED CENTERLINE OF JONES PLACE SE AT THE / `.• / WALK CENTERLINE OF THE OVERHEAD CROSSING TRANSMISSION LINES. / "' i LOT 1 170706.0037, E: 1303177.3576 A? 20,251f SF ELEVATION = 408.874 I • GRASS EXISTING IMPERVIOUS AREA, SQUAREFOOT AND ACRES = 2,835 0.07 EXISTING PERVIOUS AREA, SQUARE FOOT AND ACRES = 17,221 / 0. 39 I / ROLLING HILLS CONDO I 0) titi V. 34 PGS. 14-49 I DECK 3" DIA. CAPPED METAL PIPE /<�I � EXISTING GRADE ku I I I A5 I.........I...... \ 3 H.M. SYRSTAD SHORT PLAT \ I I I / ASPHALT REC. NO. 7907209017 I AFq \ \ I ) 1506 S. PUGET DR. oA I I I I 1 RENTON, WA 98055 \ LOT 2 \ I \ \ BC=371.34 / W \ W \ \ w '�BC=37 9' CB #8011, TYP I TC=377. \ RIM EL=372.30 \ \ 8"CMP(S)1E�369.85 SD s SDMH #8010, TYPE 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 \ 1. 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 a 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 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. �O 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 ♦1 w CIVIL ENGINEERING LANDSCAPE UKC Q ARCHITECTURE DESI G N PLANNING SURVEYING 12100 NE 195th St, Suite 300 Bothell, Washington 98011 425.885.7877 CIA CORE JOB NO. 16114T \ ®US WEST 6' WIDE CONC. SIDEWALK . �'' �}0 a•.SLOPE \ \ RfA..0.* O,.SF \ ss SS SSSS _q PLANTER SSMH #8042 \ BC=384.42 CURB CUT CURB CUT BC=380.53 /RIM EL=378.16 / \ TC=381.03 / ,0r, BC=387.48 16" WATERLINE BC=38 86 w CTR CHANNEL=36�8.9�1 \ w w w TC=384.92 / w w w �w W v C 8" NW, OUT \ 12" WATERLINE RI W RP w� \ ��e w �� w w M� w w w � w 8„ s sc s s s _T 05 E 418.16 (C)� 7.85 (M) \ v \ 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 LOT 3 N8910'05"E 1 150.00 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 Q W m L, 0 En a Im CV CD mod' IO Z r TCI CABLE ® ® I ss ® BUS ST� CUR CUT CURB CUT SSMH # TC=400.46 8056 BC=400. BC-394.77 BCN 6.79 w RI EL397.46 / 6 B #8028, YPE I " W, OUT M EL= 03 w w w -0o "CMP(=389.40 0('0 cod YELLOW DOTS I 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 LO co �I 0 z COVENANTS, CONDITIONS OR RESTRICTIONS VIOLATE TITLE 42, SECTION 3604(C), OF THE UNITED STATES CONSTRUCTION CODES: RECORDED UNDER RECORDING NUMBER 7907200694. 5. THIS SITE IS SUBJECT TO ANY AND ALL OFFERS OF DEDICATION, CONDITIONS, RESTRICTIONS, EASEMENTS, RECORD DRAWING BOUNDARY DISCREPANCIES OR ENCROACHMENTS, NOTES AND/OR PROVISIONS SHOWN OR DISCLOSED BY SHORT PLAT OR PLAT NO. 275-79 RECORDED UNDER RECORDING NUMBER 7907209017. LEGEND LEGEND ITEMS ® FOUND MONUMENT AS NOTED O FOUND CORNER AS NOTED O SANITARY SEWER MH 0 STORM DRAIN MH ® CATCH BASIN OO WATER MH ® WATER METER © GAS METER © CABLE BOX ® TELEPHONE PEDESTAL D 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) CITY OF RENTON #784 FND BRASS PLUG IN CONC. MON IN CA HELD PUBLISHED HORIZONTAL POSITION. HELD PUBLISHED ELEVATION=417.57 FE i i ' J I � i S. 1/4 COR., SEC 20-23-5E CITY OF RENTON CONTROL #895 i SEARCHED - NOT FOUND. HELD PUBLISHED HORIZONTAL VALUES. - 29 SUED: DAP SCALE. VERTICAL: NAVD 1988 DESIGNED: 1/MG HORIZONTAL-NAD 1983/1991 CITY OF � DRAWN: L GW � RENTON ONE INCH DATU M CHECKED: MAU AT FULL SCALE Planning/Building/Public Works Dept. IF NOT ONE INCH NO. REVISION BY DATE AP P R APPROVED: SHM SCALE ACCORDINGLY FND MON 0.31 W FROM-\ CALCULATED POSITION. ELEV=414.39 FEET I O SE. ET I 5 R-397302 p ' ti IN COMPLIANCE WITH CITY OF RENTON STANDARDS BOUNWARY AND TOPOGRAPHIC SURVEY FIESf LDBOOKPT 2017 PAGE DRAWING NO: Cl. 02 SHEET: 2 OF: 22 ON O� M M nl nl N No I- 0 0 0 CL NO, Iq 0 0 A CONSTRUCnoN WATER DRAINING TO VAUL T MUST BE PUMPED TO THE EXIS77NG D0WS7REAM CATCH BASIN. FIL TER FABRIC PROTECTION PER C.O.R. STD. PLAN 216.20 (Typ) S, N `10 /A 00 co • ✓ • i / / i - -x -x Jx- -x-x-x x- �/ <\..�i i I I x I ,,--D PLI E TYP) - Ix TEMPORARY STOCKPILE INTERCEPTOR SWALE I / x / / PROPOSED / PER C.O.R. STD. PLAN CONVEYANCE- 215.10(TYP.) p--- =q I I I $s I I \\ 11\I II x •COI"SUMP LOT- \ 71 PUMPS CONSTRUCnoN oqs \ j RUNO ff T0, VAUL T. co n I no _ � � I I o� \���o D/kECTI STORM HATEP i / TO VAULT AT LID \ l 16 OPENING OR PROV/DE\, �0G�T 7EMPORARY P/PE l 2I CONNECTION IN CE/L/NG PLANKS. \ I 1.5 ROW \ (DED/CA TION -L f� ; PACC 223- \ \ w a W ^� \ \ CB #8011, TYPI -W \ RIM EL=372. 8"CMP(S)IE 369.85 _ SD \ / 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 \ \ \ \ \ \ \ \ CORE JOB NO. 16114T STAG/NG AREA CLEARING LIMITS (TYP.) I / 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 APPROXIMATE DR/PL/NE OF OFFSITE TREES 3S� SS SS - - SS--------------- \ SS 2 RI E - 78.16 Mq, 6 /WATERLINE / w R CHANNEL=3 W8.9Tw �w w w wT w c 8 E 4N / w 12" WATERLINE w / w / 8" NW, OUT \ W W W SB \ SB SR IS ! SE B I/ SE�B I/SESB S-BFB S£ T SOUTHPUGET DRIVE FIL TER FABRIC \ (PUBLIC RIGHT OF WA Y� PROTECTION PER C.O.R. 57D. PLAN 216.20 \ (Typ) a ss \ � o SS #8056 w RI EL=397.46 W CB #8028, YPE / RIM EL= 03 8' CMP(S)=389.40 C/TR CHANNEL=390.50 W, OUT o CB #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 0 SCALE: 1" = 20' 0 10 20 40 NOTES 1. THIS PLAN /S FOR WORK OCCURRING MA Y 1ST - SEPT. 30TH. ANY WORK BEYOND SEPT. JOTH WILL REOU/RE A WET WEATHER PLAN APPROVED BY THE C/TY OF RENTON. 2. TURBIDITY LEVfZ OF TREATED WATER LEAWNG S/TE MUST NOT EXCEED 25 NTUs pH LEVfZ MUST BE BETWEEN A MIN OF 6.5 AND A MAX OF 8.5. 3. SWPPP TO BE ONS/TE DURING CONSTRUCT/ON 4. MEASURES SHALL BE PROVIDED /N THE FIELD TO PRE Vf_NT SURFACE RUNOFF RUNNING FROM SUB✓ECT LOT TO AD✓ACENT PROPERTIES. 5. SEE GEOTECHN/CAL REPORT BY EARTH SOLUTIONS NW FOR DESIGN, CONSTRUCTION, AND ANY EROSION CONTROL RECOMMENDA TONS. 6. ANY DAMAGE TO CURB AND SIDEWALK DURING CONSTRUCT/ON WILL REOU/RE RESTORA TION AS PER C/TY OF REN TON STANDARD PLAN. 7. TREE PROTECTION FENCING SHALL 5TA Y INTACT FOR THOSE TREES WITH DR/PL/NES WITHIN THE BUILDING FOOTPRINT UNTIL AUTHORIZED TO SE REMOVED BY CITY STAFF. 8. A CERTIFIED AR80RIST SHALL BE ONS/TE DURING EXCA VA TING WORK ASSOC/A TED WITH THE BUILDINGS LOCATED WITHIN THE DR/PL/NE OF THE OFFS/TE TREES. THE ARBOR/ST SHALL ASSESS THE CONDITION OF THE TREES AND PROVIDE A MEMORANDUM DETAILING ANY SPEC/AL CONSTRUCT/ON CONS/DERA TONS AND BEST PRACTICES TO PROTECT THE INTEGRITY OF THE OFF SITE TREES PR/OR TO CITY STAFF AUTHOR/ZING REMOVAL OF TREE PROTECTION FENCING. LEGEND CONSTRUCTION ACCESS-z�Lz�LZ�Q LIMITS OF CLEARING FIL TER FABRIC FENCE INTERCEPTOR SWALE ROCK CHECK DAM FIL TER FABRIC PRO TECTIONO CONSTRUCTION RECORD DRAWING l YLIDEKO ��•oFWAsy;� CIVIL ENGINEERING con LANDSCAPE ARCHITECTURE PLANNING �•• 41846 p •• •� DESIGN SURVEYING FSS�ONAL ENG� 12100 NE 195th St, Suite 300 Bothell, Washington 98017 425.885.7877 »-7Z R-397304 IN COMPLIANCE WITH CITY OF RENTON STANDARDS SURVEYED: DAP SCALE. VERTICAL: NAVD 1988 HORIZONTAL• NAD 1983/1991 DATU M . CITY OF %R) R E N TO N Planning/Building/Public Works Dept. EROSION/SEDIMENTA TION CONTROL & TREE PW OTECTION PLAN DATE: Boo : 2017 DESIGNED: �G, Fl PAGE. DRAWN: SES ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY DRAWING NO: C2 01 CHECKED: MAY NO. REVISION BY DATE AP P R APPROVED: SHY SHEEP: 4 OF: 22 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. IJ 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 EXISTING 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 CH -MICA L 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 l0 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 FL TER FABRIC FENCE /5 NOT DEL INEA TED. 30 CONSTRUCT THE TEMPORARY ROCK LINED CONSTRUCTION ENTRANCE. 40 CONSTRUCT THE DETENTION VAULT, CONTROL STRUCTURE, OUTLET PIPE AND OUTFALL PROTECTION. SEE SHEETS CA01 & C4. J1 FOR DETAILS. INSTALL FL TER FABRIC PROTECTION ON NEWL Y CONSTRUCTED CA TCH BASINS AND EX/STING 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 REMOI/ED ONL Y AFTER PROJECT 15'COMPLETE AND RISK OF SlL T LADEN WATER LEA V/NG THE SITE HAS PASSED. WET WEA THER CONSTRUCT/ON NOTE. - ALL PROJECTS WORKING UNDER A DRY SEASON TESC MANAGEMENT PLAN SHALL BE SUSSTANT/ALL Y COMPLETE BY SEPTEMBER 307H TO A VOID /MPLEMENTA T/ON OF RA/NY SEASON CONSTRUCTION REQU/REMENTS. PROJECTS THA T WILL NOT BE SUBSTANTIALZ 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 YLIDEKO ��•oF�WAsy;� CIVIL ENGINEERING .. LANDSCAPE ARCHITECTURE PLANNING off•. ,p 41646 O.• �� DESIGN SURVEYING 0A.FgISTER;:• �. FSS�ONAL ENG� 12100 NE 195th St, Suite 300 Bothell, Washington 98017 425.885.7877 -1Z R-397305 IN COMPLIANCE WITH CITY OF RENTON STANDARDS DATE: VEffrICAL, A HORZO AL• N 1983/1991 ' SEPT. 2017 0' 'R) CITY OF EROSION/SEDIMENTA TION FIELDBOOK: RENTON DATU M N4397 CONTROL NOTES DRAWING NO: Planning/Building/Public Works Dept. C2.31 SHEET: 5 OF: 22 NO, X �xiStiN��o� INSTALL DRIVEWAY CULVERT IF THERE IS A ROADSIDE DITCH PRESENT, AS PER CITY ROAD STANDARDS 4"-8"QUARRY SPALLS GEOTEXTILE 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 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. AOS (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� _ _ — 1-11 I- 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. + PUBLIC WORKS INTERCEPTOR SWALE STD. PLAN — 217.10 DEPARTMENT MARCH 2O08 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 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. SPUBLIC 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�o 0 2:1 SLOPES 2"-4" ROCK v� L =THE DISTANCE SUCH THAT POINTS A AND B ARE OF EQUAL ELEVATION L II 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 B 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 6Ft. Temporary I . l I • ..:��:�: , f ,. I Cbain Link Fence CCftfCOl Root. Zone HUU15 � • — .;.. RCH3T5 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 DRAWINGCon 1 gIDEKO r� of WAsy; CIVIL ENGINEERING LANDSCAPE ARCHITECTURE PLANNING A�•.,P�, 411846 �•��. DESIGN SURVEYING 0.�'• G/STER� FSS/ONAL ENS\ 12100 NE 195th St, Suite 300 Bothell, Washington 98017 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 P F MANORSWALL ��g2 TOP 3, 7 x 8 3 0, / x x x x TQE 383.8 x I � -A V 388 0 , TOP J84. 91 ( 386 p 388 II 7z----------z-- - STAMPE, ❑ -_-_ % ❑ ❑ / ❑ CONCRETE. DET L-- �, TOP 386.5 r-----___- _ I I TOE 384.0 PER LANDSCAPE DRIP N E TYP 390.46 I PLANS C 3aa- I 16\ 388.28 I I I I i PQ 388.44 388.60 FF 3 3� I I I 389.4 d a I 390.7 I I I I I I I I . / L� ti / B2 f - ---- a__ 38 389.501 C1 / Ia 388 3j 389.60 388 40. ° d ° a I A / / ' ^�� GAR ° ° ° I GAR I 388.4 d 389.6 ° d d I I. ° 3% ° �------ d °� d d G R 4* GAR ° a° d i GAR l I / �8.4 ° E C d. , 389.E I d d 387 3 7.54. . a EXTENdfD l i / °° .389.6 388 40 � � ° °. I l I I 387.30 Pal 389.50 C2 FOUNDATION, UP / TO 7' EXPOSED. I I r I I B1 d ° I 387. L I I I FF ° .. FF I I 389.4/ </ J8 390.7 WHEEL STOP FOR I I ° GUEST PARKING (T ) I I t7387 J87. 9 I I / ---- T I P 388.4 L- - ------ - 3� .05 r --- -- d ° ° 9 3.0 TfE L 385.4 I ❑ ❑ �° d ° / \ _ ❑ / I d38765a a . 389.38 389.19 a Ev7C a° ° d ` 389 82 4° d 389.21VORSNW388✓a ° 2.29LF MAA209 129 / / 388�2 \ a. °389.13 388.31 \ ° \ 389.71 1 I I M 1 1389.15 ° ° °I. ° $8 02 . ° a \ 390.31 I I 389.73 d l l �° aHP ° .4 388 390.33 d 38.? r------ l _J� ❑ ❑ TPP J87. 8 � - � - �� ❑ ❑ L - 8. 4� .a ° 3 09° I - � I TC�E 384.8 I 390.60 \ ° B VC 390.57� j I 1 i 2.09 0 ° 28o FF 390.E00 � A2 / I M I D1 / / I IcoJ88. 45 I ° ° I 88 70. °\ ° B 3�� a GAR GAR 388.7 i° °l ° i ° .. d i 2.09 I I ----- --- --------------------------- --- -------- - --- .•2 o�a \ d d. .d. C� ° d ..a �\' 390.59 ° GAR l l i I I I GAR I d. \ I J88.8 388.7 a d. a 387. d d 388�80 EXTENDED IJ � � Al I ��� � D2// �I FOUI'IDATION, UP 387. , TO 7' EXPOSED. / J8770 / I / I � °�� I FF FF / I 390.6 � a Svc 390. / a.0 ° ° I 390.60 I00IT. \ n I L 390.60 2. o/� 1 2 El 390. 0 J ----- --- \ �' o - ----------- i � @TOT3g7�4 TOP 390.4� . � � � \ \ I I ❑ ❑ --- -- J d L - - --Jxt \ I \ I -990.49 - - - MAINTAIN 3' ° 1 389.4 \ \ 1.5' ROW LANDSCAPE 385 33 I DED/CA 70 vx -386_ 8�528 385 x x - \ 37 388.75 -38 _ - _386 _8vc G�� 38g� ���389. 07 388.71 2 _ _ _ 384 384.. �.ATCH EX. 42 LF ANORSTONE WALL 'TOP 3 .1 38¢ -� 384.39 3 5®5 385. SEEIDETA/L SHEET C3.31 7 TOE W 4 I I I I \ I I I I I I 6.61w. \ MATCH 84 00 .� \ TOP 390.1 "� `� 1 1.6' TOE 388.5 \ MATCH38X80 829`' . 839 8. a �8 II II II ° `MATCH EX. MATCH EX. �• � 386:21 \ MATCH EX. J87. 82 5 y 385.93 84.30 4. 96 8�9 h 85. 8 a a �' d. 0 MATCH EX. _ /.......................... �.. / EXISTING SIDEWALK .... l .. MATCH EX. S o ° 7.89 .. 78 MAJ'H TC 387.71 / TC 383 67 383.20 38F68 I J84,95 85 41 TC /385.88 FL 387.21 / ...... .. _T0. REMAIN ;L - - 3�4.32 TC 384.45...TC . OS FL 385.38 387.25 - - - - - - - " `" " �LJ 383.17 TC 83.82 / TC 387.98 / FL 38429 FL . 91 FL 383.65 / 2�' L / FL J87. 48 /... CORE JOB NO. 16114T 5011THP110ETDR/UE (PUBLIC RIGHT OF WA Y) CEMENT CONCRETE- DRII/EWA Y TYPE C/B PER C.O.R. STD. PLAN 104.2 NO. REVISION I MATCH EX. I I 388.55 MATCH EX. J89. 73 8.0o7 387.5p 388.89 38.14 TC 388.61 FL J88.11 A CEMENT CONCRETE SIDEWALK PER COR STD, PLAN 102 (TYP.) 400 'j /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. 2 ANY CONSTRUCAON ACTIWTY THAT ENCROACHES ON ADJACENT PROPERTY WILL REQUIRE A TEMPORARY CONSTRUCAON EASEMENT FROM ADJACENT PROPERTY OWNER. LIMITS OF CLEARING AND GRADING (TYP.) REPLACE EXISTING \ DRIVEWAY WITH LAWN MATCH EX 389.571 FL 389.07 389.11 TC 389.36 / FL 388.86 / V// 390 GRADING QUANTITIES TOTAL DIST. AREA: 0.46 AC 380 J CUT 605 CY FILL: 651 CY NET 47 CY FILL LEGEND 0 .. .................. 129.9ft . . 6 32' f19' 1 ' x19' ,32' 6 D1W D/W. . R 388 4 _ _ - - -PAD-388. v v AD 387.4 - v�-7/7",vvvvvvvvv jv�/vv/vv j�y�y /v/v/v/ /// wv vv/vv/ �,/vim vv/`v/`�wvw�`vv`vv`vvwvvvvvvvvvvvvvvvv ' 2.1 MAX./\//\\/ /\ \/ \\\� �\ �\ �\ �\,�\ \ \ \\,�. MAX. ......... . .......... . \// /i . . . . . . . CEMENT CONCRETE . . . . . . . . . . . . . . . . . . . DR/l/EWA Y. SEE / xy/ PROPOSED FINISHED GRADE (TYP.) PA Vf-MENT SECTION SHEET C3.31 EX/STING GRADE (TYP.) . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . SEC TA NA A . . . . . . . . HORIZ. SCALE- 1 "20' INERT SCALE- 1 `---5' . . . . . . . . . . . . . . . . r� rr � of 0+50 1+00 m" 390 1+50 1+80 �. 129.9f 6' 32' f19, 1 ,19, 32' 6'. D/W D/W . . . . . . R 3887 - ' GAR 3888 \ \ \ - AD 386. % �fi \ \ \ /AA/Aj //,, /v/� _ PAD 387.8 \\ \ AAA/ AA/AAA /AA/AA/AA/AA//AAj�\/j/j//j////�j///V//V//V//V//V//V//V//V/ \ \ \ \ /v/i�/y��iv%iv/y, VA vv vv vv vv vv v v v v v v v vv vv vvivvivvi /vvivv/v /\ /V vA VA MAX. i ,�\ \\\\ , . . . . . . . MAX. . . . . . . . . . . . . . . CEMENT CONCRETE . . . . . DRIVEWAY. SEE . . . . . . . . . . . . . . . . OPOSED FINISHED GRADE (TYP.) PA I/EMENT SECTION SHEET C3.31 . . . E STING GRADE (TYP.) . . . . . . . . . . . . . . . . . . . . . . . . SECT/ N B-B . . . . . . . . . HORIZ. SCALE- 1'" 20' . . . . . . . . . . . INERT SCALE- 1 `---5' os'i o qi N a o ro R a o N - 390 - - EX. SURFACE TEXT - - - - - - - EX. CONTOURMA✓R - - EX. CONTOUR MINR t 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 1 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 IERT/CAL INTERSECAON HP HIGH POINT LP LOW POINT MI/ 390 0+50 1+00 1+50 1+80 CONSTRUCTION RECORD DRAWING l �IDEK0 •��'oF•WAsy�9 CIVIL ENGINEERING :y c . LANDSCAPE ARCHITECTURE PLANNING SURVEYING A�;•..�F 418� a• �- DESIGN Qx • C/STE9� • �`' FSSIONAL ENG\ 12100 NE 195th St, Suite 300 Bothell, Washington 98011 425.885.7877 -1Z R-397307 IN COMPLIANCE WITH CITY OF RENTON STANDARDS SURVEYED: DAP SCALE: VERTICAL* NAVD 198e SEPT. 2017 DESIGNED: VMG, HORIZONTAL• NAD 1983/1991 CITY OF GRADING PLAN AND SITE SECTIONS IR) FlELDBOOK: tj�;_RENTONPACE: ORAwN: SES ONE INCH DRAWING N0: 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 OF: 22 L, A- ;n r V4 4CUIC/7.. MW - [ �- CCC iw. L�uorUueaiolu C rfi tlN ' _ ° ;I esCllaAo l t -. a ` p�iut'E I I `. A PUBLIC Yi01 t{a CEMENT CONCRETE RPRI DEPARTMENT SIDEWALK i irl I I, 1D.;PLAN - 103- TjFD_ r e IGiegg' i' m r�io;P I ;tV2[E:sAdmin3sfzafii�i 4.. CONCRETE FOUNDATION PREPARATION VitalTM cluster box unit - 1570 F Series SINGLE UNIT MUL711-UNITS I I M TV 1 AAI= Et05i1NG GRADE N MW AREAS If ANAL CFEFR70771BLE 1 FORALTEANIITM tIID1TSptLgT91 UR /7/�OJtL�IQ��1�rRDreILY 1. rvy axeunsa eD101ralE 4•LlN TYP �.. Mrr (OPIIONAL4umsE NEINOONCREfE NOTE 1 ON Page 6 of 16 91194 Rev E www.florence»raboxes.com F Nano ring company CORE JOB NO. 16114T NEIRPAGq .TGRAl7iORORUSH®SIONE (OAIRWlIEfIE SgJD ROOCOOf311B (OP'TIONAL�LFASE SEE NEW' CONOtEfE NOTE 10N NEXT PAGq FlRM UNDISiUR9®SOILORINELL-0OMA11Ci1®FS.L r.- 6" MIN/MUM BRUSHED CONCRETE (6') 1 1/4" MINUS CRUSHED ROCK BASE PER WSD0T SPEC 9-03.9(3) COMPACTED SUBGRADE DRI VEWA Y PA VEMENT SURFACING SECTION NO SCALE ONS/TE SURFACING SECTION NOTE.' THE SO/LS ENGINEER EMPLOYED BY THE Df-VELOPER SHALL VERIFY AND SUBS[ WfNTL Y ADWSE THE C/TY THAT THE INSTALLATION OF THE PA DING SECTIONS CONFORM TO HIS HER DESIGN. 1 Existing concrete ad must be at least 48" wide.' a/.ice t=1 ii t r�s=rnl r _ .� � t ��, t=�ve�lalnl';l �.f�i1�1T � `. _,f,r� � » �T ��i,T� w 5 "' ,.� 8 (OR EXISTING, WH/CHEI/ER /S LESS 2 Concrete base and anchor bolts may be reused if: v>�n► IG.LnL I lnl A rT- ,, ,;• ti ' HOT MIX ASPHALT CLASS 1 2" PG 64-22 a. existing/� diameter expansion anchor bolts are firm) embedded In the concrete and not t. P Y t » �., k,f{ •• ;`.�. F.; 6 CRUSHED SURFACING TOP COURSE damaged or corroded; �, :ram .. .. R'e 4 1 'M• .� J i Il. s�L � ����. �y��ri.�.5 3 I atb�.u�:s s t, b. concrete foundation is not damaged; and •'r .:;k,,,,:»,;.- a c. bolt hole pattern of the new unit matches the Installed anchor bolts. p w r RAL SUBGRADE NATIIiE SOIL OR STRUCTU .. .::. , •; .. �; .:. - . . :� . ,�..; FILL COMPACTED TO 959 OF MAX. 3 Additional considerations Include. .; :._..., ., ,-n=: _ : � .- ,, �. DRY DENSITY PER ASTM D-1557 a. If concrete Is aril 4 thick then option b m Table 2 below cannot be used \ \ \ \ Y p ;E I>� Q O -REP �i'A T �N flETA L tI is y" r (MODIFIED PROCTORS b. an unused, existinganchor bolts must be cut flush to the level of the concrete surface •'�.•M -. �1•• A / � � c. if concrete is damaged, replacement of Foundation pad is required i ' " SOUTH PUGET THIS SHEET SO DRIVE X t3LET too, k SURFACING SECTION Expansion Anchor Bolt Recofllmendatlons 1 - Liu", _ 1 ,r al -:%was! LAu. 1 J t www. orencem -amrFa 11ri1 CE .R a boxes.com 91194 Rev E Page 7 of 16 I I =.fin Fm during eompmry h ( hlckness) 'W (vAdth . _ d (Gep0� _ . All-} / •/ CURB a GVTTERIFT-E S / (SEE NOTE 3) COf'1OIIQIR - MONOLITHIC sgEV110" 'Ilk MM DETAIL THIS &*JETI / TYPE C2B - ISOMETRIC VIEW (C,OMMERCIA, WITH BUFFER) NOTES Wrier a driveway woo- exceeds 15 fee, Construct a full depth expenslon idrt wltn 3Ar pint filler Slang the IIMYGVray ISna Vries rue Or ass (eau std plar 102) Construd expenalon joins parallel whh the ass C �setlaaen OLMOv" aen:edne as requlred at 15 maximum spacing When drivemy co"I'vCTI01 .0"T -e•.r arnstsM- wld:hs excEec 30 smrrul+m �• b s+t w ToporODOMY 2. See sid p:an 102 for s�dewak detahs -A t +� 3. Curb and gutter shorn, other curb designs may be spcof)ed. ' See etd plan 101 far cirb daleila W 4 Not used I I - t � •r r-r .I 5 The engineer will design all driveways to Induce elevaJons at ar rror< DWVCWlnY tCWT.DvML ODArauY. powtls merkeC with symbol 'X'. AJI "vs'jons we a the beck of ID•ftTs s.wLLae rue atf"H curb top on Uphill skis. uLFN1_ 540 MONOLIT"IC CURS a OU-TER DCTAIL 6 No* used T FalD&Mvmy Widths tl DRIVEWAY STANDARDS (See NOTE 10) The expansion pints (see 95d plan 102) shall be spill as shown In Lie cormspcnd ng tson+e'iic vlaw 8 61tpe3 shal oomph with sec'.rons R303.2.1 or R303.2.2 or FACE OF ADJACEIIT CJRD R30323 of the Revised Ihaft Guldelitms fm Acamible Pub'.ic 1' Pubis -of --Way ofNov=ha 23. 20CS (PROWAO) ' 9. Curb returns V any Type C-MAX Driveway may be approved on e Case -by -case basis =-�tmW WJWWM t 0 STREET STANDARDS Renton Municipal Code (KMQ ' Title IV Dewlapment Rqulatlons CkAYTfR 6 STREF-T ►AND UTtUTY STANDARDS Secton4-"6DSTTIECTSTANDARD5 DEPRESSED CURB DETAIL A' RE91(f NT UL OR COI04W4IAL OW VRWAYZ, AND MA&S DRIVEWAY ETANDAPDS - Renton Mu•ticlpal Code (RMC) Title IV Devekyvnwnt Resi."Jons otivoway Example: TYPE C19 CHAPTER 4 R-R..dana. CC-Clarnmerco CfTY•VIIIDEPROPERTY DEVELOPMENT STJWDAADS Numw&Lane@ --- Sattbft 44-0150 PARKING, LOADING AND DRIVEW(V"-4 one GerrtnrAslyAY R�J� �� �1 �e� REG ULAT10N5 PU'BUC BORE:: CEMENT CONCRETE DRIVEWAY PLAN- 1042 DEPA?T11EN1 ENTRANCES - NOTES AND DETAILS MANORSTON E WALL SECTION 1211 1 211 1 II Do not 611 slope a 4 soil - behind a a a a wall. Avoid 4 heavy a, '4. loads a ' e ❑ o n : ° within _ �.., 4- 3 feet of 4, top of - ❑ wall, a d n � ❑ a �abric 4' a.4Soil Lo d - 4 y.y, _:. A: � /f/� fir. ' D, r' ^ �. Q.. L r h f •�b.' �. y� �-9. A,p'. � •. q.A'.. .�..��p�: • ;. �•-: r�: .�, q: r•.0:� .pr '� �, �° dY` . p 41 1� M�4:� K •-Ilia' �ri'1`rlow•a it .p.�.. CONCRETE FOUNDATION PREPARATION NbrE- vitalTM cluster box unit - 1570 "F" Series DO NOT INSTALL NEAROPEN CATCHBASIN GRATE 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. e o 0 0 2) Refer to Tablel for thickness (h), width (w), and depth (d) of the concrete pad alternatives. o a o 0 v o 0 o 3) Concrete shall have a compressive strength of 3000 psi @ 28 days, contain 4% min - 6% max air7: .. 7 entrapment and be laced with a 3.50-4.50 slum in accordance to 301. P P P o 0 0 4 Use wire mesh as per Standard or fiber reinforced concrete as per(Standard). 1 P P-� EXISTING CONCRETE BASE: >7A TT C t7 1 TI �f-r► I II I ;a I If Max Wa l l Height 31 0 ') ()' AdIAI ..�... -.. ...-. / tXISIING ASF'HF PAVEMENT SAWCUT (SEE NOTE 2) RTERIAi_ S 7" HMA (or ACP Class B) (SEE NOTE 1), OVER 6" CRUSHED ROCK - 1 RESIDENTIAL. .STREET 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 1HE GUTTER FACE. SEE STANDARD PLAN FOR CEMENT CONCRETE CURBS. o SAD. PLAN - 103 ®4 PUBLIC WORKS CURB AND GUTTER PPRO D: 7` DEPARTMENT REPLACEMENT DETAIL ATE lk"1 0 REVISION SURVEYED: DAP DESIGNED: WG, DRAWN: SES CHECKED: MAY BY DATE AP P R APPROVED: SHY c'-V 2-7 MAX. MIN. 5- f CLEA2 WIDTW ,. tj I EDt-5TAt. ., Pwovi DE D W RN N. D.C. ,.. �3 05 "A +'F T `L b. v.. • s 5 ,r•' ��: r. �`r ��t ��, �.� x r. .ram, r =y: r d V TRf1VtNTi Y' �L .�, , r . S •y.�+s Y„_Ib NY��1:. S .,...,.y i h h'4 :'"' i R. L�5 4 4?i' c iF � ..¢'�..'+t�; s a. "n.: ••.a ., '? ns , •�z• . `fit.'•' s " 'S�'� a u'. 5 i� CONSTRUCTION RECORD DRAWING SCALE: _ HORIZONTAL- NAD 1983/1991 CITY OF RENTON ONE INCH DATU M AT FULL SCALE Planning/Building/Public Works Dept. IF NOT ONE INCH SCALE ACCORDINGLY SITE DETAILS AND NOTES DATE: SEPT F1 eooKj 2017 PAGE: DRAWING NO: C3.31 SHEET: 8 OF: 22 OPUBLIC 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 Qr)J//`I. LT✓✓, V.V/ L/ J TYPE 1, VANED GRATE 49 LF 4 i J CO CO RIM 38I;� 0.r 387.17 AFv PERF. PVC 76 4" 1E /N 383.19 (N) 4 /E 383.42 12„ /E OUT 4&q-6_F (S) 20LF 4" P 420 410 r-----r---- co o r I-- -I r� [I ��� 13� 16OD Q l�� L - - - - - I i 00i I D NE (T li 3LF PVC ,��� �8g, c� • I I ® 0.9,567 1 ; 01 �I SCALE: 1 " = 20' i� /� l 6» , LEANOU/T a a� / e a I 6 CLEA OUT RI o 40 ` 38710 20 M 877 16/E 38G19 9 3$$ 00, - -- 6" 1E 3 .99--- •.■s �� C7 • �i�i rr;7iri�il: ili �111 � I L I . • � i lip I 1 i 111r uuL1�•1.1'1111�1'' �Sy �Ifilililililil�l�li1N l�'l l- (� 1 y 49 370 IOLF 6" PERF PIPE CONNECTION PER DETAIL THIS SHEET DIRECTION OF SHEETFLOW DISPERSION (TYP) NOTE.- MIN/MUM REWIRED COINER FOR PKC STORM P/PE /S 3 FE T. 1 +00 TYPE 1, VANED GRATE I RIU 385 -Z5 385.5 12" /E OUT zOg zR2 (N)381.46 4" IE 382.27 EXISTING DR/V£WA Y TO BE ABANpONED AND El I 0.1029 AD✓AC T FRONTAGE >.. SS SSA w S. \ . ❑ -_MEEEN w PA�I/EMENT RESTORATION / STA 5f80 / ` ( _ D NINE AY WIDTH / PRO�OSED STREETLIGHT l l l -RI H #8056 o _ w AREA PER CITY OF / (�E . 876 - - -\ - ` ` / RI�GI EL-397.46 16 WATERLINE / w w w w /� CB #8011, TYPE I RENTON STANDARDS- w ^�� ANNEL=368.95/ \ w w i w w C// R CHANNEL-390.50 - 8`.E IN w w w w L .. I - / / o CB #8028, YPE I t�" W, OUT / RIM EL=372.3� � / RIM EL-39 03 / 8"CMP(S)I z�3B9.8rf ;8" NW, OUT �,�� \ / 1 ATERLINE w Lw - w w w �- - i \ w \�-mow w 11 1 w� w w /� 8"„CMP(5)=389.40 a' / Q- 0 LS&r SD D 4B SE 4 CO d / _ 5f00_ _ _ _ -I \ \ w \ \ SOUTHPUGE R/VE CB #8019, TYPE \ NEW PUBLIC C (PUBLIC RIGHT OF WA RIM EL-392.82 \ S8. `1 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 97 Z 378.48 \ REMOVf AND RELOCATE STREET L/GHT PW EL: 484.75 15.00' VC ai ai W W �I 10 HIGH PT STA: 1f93. i PO STA.• 171-85.65 PI/l EL: 388.51 25.00' VC PROPOSED F/N/SHED GRADE ®(TYR) -2.00r IF 382.499- - 00 flu --- - -376.75'LWS--- --� ---- -------------------------- 8LF 12" PVC ®0.0050 L- '------------- CONTROL STRUCTURE, SEE DETAIL SHEET C4. 2 \ \12" lE /N (NE) 374.78 NEW DRIVEWAY EDGE TO MIN/MUM 10' SEPARATION BETWEEN 00.067 MATCH SIDEWALK LANDSCAPE /N THE STREET LIGHT AND DRIVEWAY EDGE 18"`EX/STING If /N 36z84 (E)374.70 PAVING FOR TRIANGULAR WEDGEE PORT/ON (SEE STREET LIGHT PLAN) PEDESTRIAN CROSSING (BOTH SIDES OF DR/l/'WA Y) RANDOM FILL 6" MIN. 18" MIN. -"Jr" r'-I -I_ - r.1- -I I j'�- ,� -J .- y - -,' - -,- I r i- i- 24" MIN. FILTER FABRIC 6" PERFORATED PIPE 1 2" - 4" WASHED ROCK PRI VA TE 5TORMW4 TER DETENTION VAUL T VAUL T FL OOR AREA: 1, 210 SF REQUIRED LIVE STORAGE VOLUME.' 7,106 CF PROVIDED LIVE STORAGE VOLUME. 7, 623 CF • NO WA TER OUAL/TY TREA TMENT REQUIRED • SEPARATE BUILD/NG PERM/T /S REQUIRED FOR THE STRUCTURAL REVIEW OF THE 5TORMW4 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 FL OW DISPERSION (CONSISI TING OF lNDIV/DUAL DR/ VEWA YS AND WALKWAYS, WITH A 10' VEGETA TED FLOW PA TH) • SOIL AMENDMENT WILL BE PROVIDED FOR TOP SOIL LEGEND DETENTION VAULT, SEE VAULT DETAILS, SHEET C4.31 DR/V47WA Y HOR/Z. SCALE' 1 "20' INERT. SCA E.• 1"--10' N 2+00 A 370 W 360 ' V h EX. SURFACE TEXT EX. CONTOUR MA✓R EX. CONTOUR M/NR PROP. SURFACE TEXT PROP. CONTOUR MA✓R PROP. CONTOUR Y/NR 44LF 12 PVC In p LN NW 2+50 WW C� y�kjop j VA UL T OUTLET HOR/Z. SCALE.' 1 '=20' INERT. SCALE.' 1 "=10' ® 0.50X ni W Z 3+00 F i 380 112" /E 376.75 (AB) I I�L - J 370 420 N �o �t- 410 O O 04 400 CL_ 390 370 360 3+25 0+50 1+00 1+40 CONSTRUCTION RECORD DRAWING 1 gIDEKO r of WAsy;9 CIVIL ENGINEERING - y I LANDSCAPE ARCHITECTURE PLANNING -o• 41846 ' �. DESIGN SURVEYING FSS/ONAL ENG� 12100 NE 195th St, Suite 300 Bothell, Washington 98017 425.885.7877 R-397309 IN COMPLIANCE WITH CITY OF RENTON STANDARDS PERFORA TED PIPE CONNECT/ON SECT/ON Q NO SCALE SURVEYED: DAP DESIGNED: SCALE: HORZO VEffrICAL, NAD ;9a3i,99, CITY OF ROAD AND STORM PLAN AND DATE: SEPT. 2017 WG, 9; R) FlELDBOOK: DRAWN: SES RENTON • DRIVE XA Y PROFILE' PAGE: DRAWING NO: O CHECKED: M4U 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 SHEEP: 9 OF: 22 O O a u 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 ® 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' m/ 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 n// DEIFNTION CAUL T TO BE DESIGNED TO BEAR LOADING OF A F/RE 1RUCK. 390 370 CITY OF RENTON Planning/Building/Public Works Dept. PRIVA TE DETENTION VAUL T REQUIRED LIVE STORAGE VOLUME.- 7,106 CF PROVIDED LIVE STORAGE VOLUME.- 7,623 CF CONSTRUCTION RECORD DRAWING ,� gIDEKO ��'aF • wAsy;l�, `'`•9con CIVIL ENGINEERING :�� LANDSCAPE ARCHITECTURE ' PLANNING � DESIGN o'• 41846�zw� �Q- - SURVEYING TONAL �NG\ 12700 NE 195th St, Suite 300 Bothell, Washington 98071 425.885.7877 R-3973 10 IN COMPLIANCE WITH CITY OF RENTON STANDARDS DETENTION VAULT DETAILS SEPT. 2017 PAGE: DRAWING NO: C4.31 SHEET: 10 OF: 22 0 O O X LLJ 04 Q W ZQ 24" a^ ¢(J ` W U Y Z W N � 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 12" (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 3 BOLT -DOWN SEE n DETAIL AND NOTE 1 N g RECTANGULAR RECTANGULAR ADJUSTMENT SECTION C OR CIRCULAR ADJUSTMENT SECTION GROUT, TYPICAL (SEE NOTE 5) 2 1/2" DIA . HC LE w U G FLAT SLAB TOP W 20 �Q 48", 54', 60', 72°, 64" OR 96" Q J x� Q MORTAR (TYP.) �papQp 4pOpOpO STEPS OR * CORRUGATED POLYETHYLENE LADDER Q Q Q Q Q STORM SEWER PIPE ONE #3 BAR HOOP FOR 6" HEIGHT TWO #3 BAR HOOPS FOR 12" HEIGHT TOP SECTION OB RECTANGULAR ADJUSTMENT SECTION NOTES Z a 1. Provide two slots in the cover that are vertically aligned 61 NSF �+ MORTAR FILLET a REINFORCING STEEL (TIP.) with the holes in the frame. Location of bolt -down slots 1146 \ " GRAVEL BACKFILL FOR varies among different manufacturers. �sJ 72" PIPE ZONE BEDDING X 43/4" 11/2" NOTES -� " <� 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. 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. 3R -S #3 BAR EACH CORNER 4. For Frame details, see City of Renton 9" EE NOTE 2 z 2. The knockout diameter shall not be greater than 20". Knockouts shall GRAVEL BACKFILL FOR SECTION O Standard Plan 204.00. have a we thickness of 2" minimum to 2.5" maximum. Provide a 1.5" Sur - 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 BASIN DIAMETER WALL THICKNESS BASE THICKNESS MAXIMUM KNOCKOUT SIZE MINIMUM DISTANCE BETWEEN KNOCKOUTS BASE REINFORCING STEEL in2/R. IN EACH DIRECTION SEPARATE BASE INTEGRAL BASE 48" 4" 6" 36" 8" 0.23 0.15 54" 4.5" 8" 42" B" 0.19 0.19 60" 5" 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" QQQ�QQ5QQ�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 pti�,,�, STD. PLAN - 201.00 G~�Y O� STD. PLAN - 204.10 PUBLIC WORKS CATCH BASIN TYPE 1 a PUBLIC WORKS CATCH BASIN TYPE 2 a PUBLIC WORKS RECTANGULAR SOLID DEPARTMENT + DEPARTMENT ' DEPARTMENT METAL COVER MARCH 2O08 '�'�+Nzp'� MARCH 2O08 "��.Nzp$ MARCH 2O08 PATCHED AREA -7 1 1° 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 18" 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 a 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 411" 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" 1 54" 36" 48" 96" 60" 72" 1 60" 1 36" 48" MINI MIN � MIN MIN + I SLOT-SEEDETAIL ;n SPECIAL NOTE: - AND NOTE 1 \ IN THE EVENT TRANSVERSE PATCHES EXIST / \ WITHIN THE AFFECTED STREET, THE LENGTH } A A / OF THE PATCH SHALL BE EXTENDED TO INCLUDE ANY EXISTING PATCH WITHIN 10FEE OF THE EDGE OF THE REQUIRED,- o 'COVER' - I FORTTHE EW CROSSING ANDATCHNY - SUBSEQUENT PATCH EDGE WITHIN 10 FEET- 1n / 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 i " (SEE NOTE 9) TRAFFIC FLOW- f r" 2" HMA I .i_ 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 I `, PATCHING INTS (SEE NOTE 9) CUTSIDE 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 VARIES: 6.5' MIN. FMINJ jj 1 DEPTH OF EXISTING PAVEMENT VARIES MIN I MIN SECTION O rV 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 SEE NOTE 3 AND SPECIAL PROVISION NOTE 6. (EACH SIDE) I 7-05.3(1). 6" CRUSHED SURFACING TOP COURSE (CSTC) m 2" HMA (9-03.9(3)) PER WSOOT STANDARD SECTION A -A SPECIFICATIONS, COMPACTED TO 95X 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 OF THE FRAME PLUS ONE ONLY BY A JOURNEYMAN MASON. WSDOT STANDARD SPECIFICATIONS OR NATIVE MATERIAL IF APPROVED IN WRITING BY ENGINEER BOLT -DOWN SLOT DETAIL FOOT (MIN.)" ADJUST CASTING FRAME 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 6' OF THE USE OF SHMS 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. S. 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 PUBLIC WORKS TYPICAL TRANSVERSE PATCH FOR within crossroads. Use vaned grates along rolled curbs. PUBLIC WORKS DEPARTMENT D: TYPICAL CONSTRUCTION Taov>;a FLEXIBLE PAVEMENT OR RIGID titY p DEPARTMENT AND ADJUSTMENT OF PAVEMENT WITH OVERLAY PUBLIC WORKS RECTANGULAR BI-DIRECTIONAL STD. PLAN - 204.30 MANHOLE RISERS ^ V C-.iF DEPARTMENT VANED GRATE v.wm .w,n DA "P�PN tp� 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 APPR APPROVED: SHY SCALE ACCORDINGLY MAX W" S^ EL. 383^ 05 r, 0. 5' MIN. REMOVABLE WATER AGHT COUPLING PLATE W111-7 OR/F/L/: AS SPECIFIED, BOLTED TO FLANGE OR DRILLED CAP ELBOW IE 381. ELBOW /E 381.25 ELBOW /E 380" 30 18" CUP 2' TOP OF RISER EL. 383° 05' 4" ELBOW WITH 7/1610 ORIFICE SEE ELBOW DETAIL, THIS SHEET 4- ELBOW WITH 7/16-0 ORIFICE SEE ELBOW DETAIL, TH/S SHEET 4" ELBOW W/TH 3/8"0 ORIFICE SEE ELBOW DETAIL, THIS SHEET 18"x18"x12 x8" CUP CROSS 12N IE 376.75' (AB) I NON-POUROUS, NON - SHRINKING GROUT AROUND PIPE AS REO D (TYP°) 8 GAUGE ALUM/NUM STRAPS WITH STAINLESS STEEL ANCHOR BOL TS" (TYR) MAX. 3' VERTICAL SPACING SECTION OF PIPE ATTACHED BY GASKETED BAND TO ALLOW REMOVAL. DRILL OR MACHINE CUT 5/16 -0 ORIFICE IN RESTR/CTOR END PLATE, EL. 374.75' CONTROL STRUCTURE DETAIL (PR/VA TE) NO SCALE ELBOW DETAIL [R'51 AOU%6CITY OE RENTON Planning/Building/Public Works Dept. NOT TO SCALE NOTES 1. METAL PARTS SHALL BE CORROSION RESISTANT; NON-GAL VAN/ZED PARTS PREFERRED, GAL VAN/ZED PIPE PARTS TO HA Vf- ASHPAL T TREA TMENT 1. 2. FRAME AND LADDER OFFSET SO°- G. CLEANOUT GATE /S VISIBLE FROM TOP. A CLIMB DOWN SPACE /S CLEAR OF RISER AND CLEANOUT GRA TE" 3° PA I/EMEN T RESTORA T/ON AS PER C/TY OF RENTON STANDARDS WILL BE REOU/RED FOR ANY WORK IMPACTING THE PA I/EMENT /N THE PUBLIC RIGHT OF WA Y° 4" ALL 5TORMWA TER PIPES AND STRUCTURES INTERNAL TO SITE ARE PRIVATE CONSTRUCTION RECORD DRAWING l SIDEKO •of Asy; � CIVIL ENGINEERING LANDSCAPE ARCHITECTURE KI �W PLANNING off•, ,p 41846 �,. •� DESIGN SURVEYING FSS/ONAL ENG� 12100 NE 195th St, Suite 300 Bothell, Washington 98017 425.885.7877 -'z R-39731 1 IN COMPLIANCE WITH CITY OF RENTON STANDARDS SITE DETAILS AND NOTES DATE: SEPT. 2017 PELDBOOK: PAGE: DRAWING NO: CA A. 32 SHEET, 11 OF: 22 A 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 I� I I I /I 0 d G a' C d Q d �— S SS SS S �4, G v , LANDSCAPE PLAN AS -BUILT i END 6' HT. BOARD FENCE BEGIN CHAIN LINK FENCE CONIFEROUS TREE (TYP.) 2' X 2' PAVER (TYP.) GROUNDCOVER (TYP.) SHRUB (TYP.) PROPOSED DUPLEX BUILDING (TYP.) RETAINING WALL (TYP.) DECIDUOUS TREE (TYP.) BEGIN 6' HT. BOARD FENCE LAWN (TYP.) 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. • 3 PARROTIA PERSICA PERSIAN PARROTIA 2" CAL. MIN. REPLACEMENT TREE • 10 POPULUS BALSAMIFERA TRICHOCARPA BLACK COTTONWOOD 1.5" CAL./6- HT. MIN. • s 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. C9 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. 20 OPHIOPOGON JAPONICUS 'BLACK' BLACK MONDO GRASS 1 GAL o 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. R-397313 25 VACCINIUM OVATUM 'VACSIDI' TM SCARLET OVATION EVERGREEN HUCKLEBERRY 2 GAL/15" HT. MIN. 72 VIBURNUM DAVIDII DAVID VIBURNUM 3 GAL./24" HT. MIN. 1471 1 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 SURVEYED: D /'1^P SCALE: VERTICAL: NAVD 1988 DATE: DESIGNED: HORIZONTAL: NAD 1983/1991 CITY Y OF SEPT. 2017 L O5 U FIELDBOOK: DRAWN: LBS R E N T O N T� J� T (mil �Y� PAGE: ONE INCH DATUM L 1 NC'/ l�Jl 'dNJ DRAWING NO: CHECKED: LBS AT FULL SCALE Planning/Building/Public Works Dept. L2® 01 IF NOT ONE INCH N 0. REVISION BY DATE AP P R APPROVED: LBS SCALE ACCORDINGLY SHEET: 16 OF: 22 M O� M I 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 ;'�J j 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 'ji2 x ROOTBALL DIA. DETAIL: PLANTING DECIDUOUS TREE CONDITION 1: PLANTER STRIP TREE CLOSER THAN 8' TO ADJACENT STORM LINE OR 4' FROM DRY UTILITY LINE 2 0- (I J <f w �0> 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 C`CllT I!\I,I 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 3' TALL TO 6'): 42" LARGE SHRUBS (OVER 6' TALL): 48" DETAIL: PLANTING SPACING EQ. SPACING -8' NOT TO SCALE _ � o i II I^' II I I �/AAA/�A�� • �� �/ /AAA HOLD TOP OF FOOTING 2" BELOW / 'a /// / FINISHED GRADE ELEVATION DETAIL: & BOARD FENCE NOT TO SCALE m X' 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-397314 14717 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 R � I T Ij�\ I /]��/r ®�'l /J��/r �7 �j ]� % T FIELDBOOK: DRAWN: LBS PRI V 0 V Al 9 SCA 1 9 �1 S /X11 N/ A LS DRAWING NO: ONE 'NCH DATUM � 1� 1i�� lJ 1 � tl CHECKED: LBS AT FULL SCALE Planning/Building/Public Works Dept. L2.31 IF NOT ONE INCH N 0. REVISION BY DATE AP P R APPROVED: / BS SCALE ACCORDINGLY SHEET: 17 OF: 22 I / aiLATERAL PIPE (TYP.) --jai a ° q I Iii PIPE SLEEVE (TYP.) C2 101 EE EE 1 NO. I REVISION IRRIGATION SCHEDULE CRITICAL ANALYSIS SYMBOL MANUFACTURER/MODEL/DESCRIPTION QTY PSI 1° A a a a a 4 7.48 13 I 3i4"a a j I d p I I 18 30 4 p 4 3�4"14 I I ES LCS RCS CS SS ° ,..Q I IRRIGATION VALVE (TYP.) FLOW AVAILABLE a a a ° ° I 4. ° °a ° 1 I I "3 f4 MAINLINE (TYP.) 3/4" 6.30 14 Q Q3/4' Flow Available: 11.88 gpm HUNTER MP1000 PROS-04-PRS40-CV 2 ° a TURF ROTATOR, 4" (10.16 CM) POP-UP WITH CHECK VALVE, PRESSURE PRESSURE AVAILABLE Al REGULATED TO 40 PSI (2.76 BAR), MP ROTATOR NOZZLE ON PRS40 BODY. El Static Pressure at POC: ❑ M=MAROON ADJ ARC 90 TO 210, L=LIGHT BLUE 210 TO 270 ARC, O=OLIVE D a a Elevation Change: 0.00 ft 360 ARC. Service Line Size: 3/4" Length of Service Line: SPRAY HEAD (TYP.) HUNTER MP2000 PROS-04-PRS40-CV 2 41 Pressure Available: 86.00 psi � II VALVE, PRESSURE REGULATED TO 40 PSI (2.76 BAR), MP ROTATOR NOZZLE I DESIGN ANALYSIS ON PRS40 BODY. K=BLACK ADJ ARC 90-210, G=GREEN ADJ ARC 210-270, a Maximum Station Flow: 10.40 gpm R=RED 360 ARC. I Flow Available at POC: 11.88 gpm j/2 aZIq _ Residual Flow Available: 1.48 gpm ® ® HUNTER MP800SR PROS-04-PRS40-CV 69 40 ADJ. 360 TURF ROTATOR, 4.0" POP-UP WITH CHECK VALVE, PRESSURE REGULATED TO Critical Station: 9 40 PSI (2.76 BAR), MP ROTATOR NOZZLE ON PRS40 BODY. ADJ=ORANGE AND AREA FOR DRIP (NP.) 5.35 10 3/4" Friction Loss: 7 8.43 \-L.l J4 Fittings Loss: 0.21 psi ? HUNTER MP CORNER PROS-04-PRS40-CV 2 40 Elevation Loss: 0.00 psi 9 Loss through Valve: 11.55 psi , 2 VALVE, PRESSURE REGULATED TO 40 PSI (2.76 BAR), MP ROTATOR NOZZLE. DZ Pressure Req. at Critical Station: ❑ A25.05 11 3 Loss for Fittings: 0.26 psi ° ° � 2.64 psi 3/4 ❑ 4 Loss for POC to Valve Elevation: 0.00 psi 5 5.80 MANUFACTURER/MODEL/DESCRIPTION ❑ 1" Loss for Backflow: - ° ° ° 3/4" a 113/4" 11. Loss for Water Meter: 4.20 12 ° ...a I a 3/4" ° o a 13/4„ 54.50 psi 0 DRIP CONTROL VALVE KIT. 1" PGV GLOBE VALVE WITH 1" HY100 FILTER Ia �� 4 a ° a II 6 8.57 Residual Pressure Available: 1„ 1 I GPM. 150 MESH STAINLESS STEEL SCREEN. / AREA TO RECEIVE DRIPLINE °a 4 a a EE EE 1 NO. I REVISION IRRIGATION SCHEDULE CRITICAL ANALYSIS SYMBOL MANUFACTURER/MODEL/DESCRIPTION QTY PSI 1° A a a a a 7.48 13 I 3i4"a a j I d p I HUNTER PROS -02 5- STRIP SPRAY 18 30 ES LCS RCS CS SS � a I I 1 I IRRIGATION VALVE (TYP.) FLOW AVAILABLE ° I 1 ° °a ° 1 I I MAINLINE (TYP.) 3/4" 6.30 14 I I a ° a1 I Flow Available: 11.88 gpm HUNTER MP1000 PROS-04-PRS40-CV 2 ° a TURF ROTATOR, 4" (10.16 CM) POP-UP WITH CHECK VALVE, PRESSURE PRESSURE AVAILABLE Al REGULATED TO 40 PSI (2.76 BAR), MP ROTATOR NOZZLE ON PRS40 BODY. Static Pressure at POC: 86.00 psi M=MAROON ADJ ARC 90 TO 210, L=LIGHT BLUE 210 TO 270 ARC, O=OLIVE Elevation Change: 0.00 ft 360 ARC. Service Line Size: 3/4" Length of Service Line: SPRAY HEAD (TYP.) HUNTER MP2000 PROS-04-PRS40-CV 2 40 Pressure Available: 86.00 psi � II VALVE, PRESSURE REGULATED TO 40 PSI (2.76 BAR), MP ROTATOR NOZZLE DESIGN ANALYSIS ON PRS40 BODY. K=BLACK ADJ ARC 90-210, G=GREEN ADJ ARC 210-270, Maximum Station Flow: 10.40 gpm R=RED 360 ARC. Flow Available at POC: 11.88 gpm a ° a _ Residual Flow Available: 1.48 gpm ® ® HUNTER MP800SR PROS-04-PRS40-CV 69 40 ADJ. 360 TURF ROTATOR, 4.0" POP-UP WITH CHECK VALVE, PRESSURE REGULATED TO Critical Station: 9 40 PSI (2.76 BAR), MP ROTATOR NOZZLE ON PRS40 BODY. ADJ=ORANGE AND Design Pressure: 30.00 psi GRAY ( ARC 90-210), 360=LIME GREEN AND GRAY (ARC 360) Friction Loss: 2.08 psi Fittings Loss: 0.21 psi ? HUNTER MP CORNER PROS-04-PRS40-CV 2 40 Elevation Loss: 0.00 psi TURF ROTATOR, 4" (10.16CM) POP-UP WITH FACTORY INSTALLED CHECK Loss through Valve: 11.55 psi VALVE, PRESSURE REGULATED TO 40 PSI (2.76 BAR), MP ROTATOR NOZZLE. Pressure Req. at Critical Station: ❑ T=TURQUOISE ADJ ARC 45-105 ON PRS40 BODY. Loss for Fittings: 0.26 psi ° ° � 2.64 psi 3/4 ❑ Loss for POC to Valve Elevation: 0.00 psi SYMBOL MANUFACTURER/MODEL/DESCRIPTION ❑ Loss for Backflow: 6.50 psi Loss for Water Meter: 1.26 psi HUNTER PCZ -101-25 8 Critical Station Pressure at POC: 54.50 psi 0 DRIP CONTROL VALVE KIT. 1" PGV GLOBE VALVE WITH 1" HY100 FILTER Pressure Available: 86.00 psi SYSTEM. PRESSURE REGULATION: 25PS1. FLOW RANGE: 0.5 GPM TO 15 Residual Pressure Available: 31.50 psi GPM. 150 MESH STAINLESS STEEL SCREEN. AREA TO RECEIVE DRIPLINE a HUNTER PLD -04-12 7,558 L.F. IN-LINE PRESSURE COMPENSATING LANDSCAPE DRIPLINE WITH BUILT-IN CHECK VALVE. 0.4 GPH EMITTERS AT 12" O.C. DRIPLINE LATERALS SPACED AT 12" APART, WITH EMITTERS OFFSET FOR TRIANGULAR PATTERN. UV 1„ RESISTANT. USE PLD -LOC FITTING OR BARBED FITTINGS. SYMBOL MANUFACTURER/MODEL/DESCRIPTION QTY RAIN BIRD PEB-PRS-D 6 1", 1-1/2", 2" PLASTIC INDUSTRIAL VALVES. LOW FLOW OPERATING CAPABILITY, GLOBE CONFIGURATION. WITH PRESSURE REGULATOR MODULE. - RAIN BIRD PSI-L3OX-075 2 CAN BE INSTALLED ABOVE OR BELOW THE GROUND.PRESET OUTLET PRESSURES: 30 PSI (2,0 BARS), 40 PSI (2,8 BARS). 3/4" (20/27) OR 1" (26/34) FEMALE -THREADED INLET AND OUTLET. a DRIP VALVE ASSEMBLY BF ZURN 350XL 3/4" 1 (TYP.) DOUBLE CHECK VALVE ASSEMBLY W/ EZSWAP INSERT. - 3/4 © HUNTER PHC-2400 1 QUICK COUPLER VALVE (TYP.) WI -FI ENABLED, FULL -FUNCTIONING CONTROLLER WITH TOUCHSCREEN, 24 -STATION FIXED CONTROLLER, 120 VAC, OUTDOOR MODEL. RS EE EE 1 NO. I REVISION IRRIGATION SCHEDULE CRITICAL ANALYSIS SYMBOL MANUFACTURER/MODEL/DESCRIPTION QTY PSI P.O.C. NUMBER: 01 A a a a a Water Source Information: HUNTER PROS -02 5- STRIP SPRAY 18 30 ES LCS RCS CS SS TURF SPRAY, 2.0" POP-UP. CO -MOLDED WIPER SEAL WITH UV RESISTANT FLOW AVAILABLE MATERIAL. Water Meter Size: 3/4" Flow Available: 11.88 gpm HUNTER MP1000 PROS-04-PRS40-CV 2 40 TURF ROTATOR, 4" (10.16 CM) POP-UP WITH CHECK VALVE, PRESSURE PRESSURE AVAILABLE REGULATED TO 40 PSI (2.76 BAR), MP ROTATOR NOZZLE ON PRS40 BODY. Static Pressure at POC: 86.00 psi M=MAROON ADJ ARC 90 TO 210, L=LIGHT BLUE 210 TO 270 ARC, O=OLIVE Elevation Change: 0.00 ft 360 ARC. Service Line Size: 3/4" Length of Service Line: 0.00 ft HUNTER MP2000 PROS-04-PRS40-CV 2 40 Pressure Available: 86.00 psi TURF ROTATOR, 4" (10.16 CM) POP-UP WITH FACTORY INSTALLED CHECK VALVE, PRESSURE REGULATED TO 40 PSI (2.76 BAR), MP ROTATOR NOZZLE DESIGN ANALYSIS ON PRS40 BODY. K=BLACK ADJ ARC 90-210, G=GREEN ADJ ARC 210-270, Maximum Station Flow: 10.40 gpm R=RED 360 ARC. Flow Available at POC: 11.88 gpm Residual Flow Available: 1.48 gpm ® ® HUNTER MP800SR PROS-04-PRS40-CV 69 40 ADJ. 360 TURF ROTATOR, 4.0" POP-UP WITH CHECK VALVE, PRESSURE REGULATED TO Critical Station: 9 40 PSI (2.76 BAR), MP ROTATOR NOZZLE ON PRS40 BODY. ADJ=ORANGE AND Design Pressure: 30.00 psi GRAY ( ARC 90-210), 360=LIME GREEN AND GRAY (ARC 360) Friction Loss: 2.08 psi Fittings Loss: 0.21 psi ? HUNTER MP CORNER PROS-04-PRS40-CV 2 40 Elevation Loss: 0.00 psi TURF ROTATOR, 4" (10.16CM) POP-UP WITH FACTORY INSTALLED CHECK Loss through Valve: 11.55 psi VALVE, PRESSURE REGULATED TO 40 PSI (2.76 BAR), MP ROTATOR NOZZLE. Pressure Req. at Critical Station: 43.84 psi T=TURQUOISE ADJ ARC 45-105 ON PRS40 BODY. Loss for Fittings: 0.26 psi Loss for Main Line: 2.64 psi Loss for POC to Valve Elevation: 0.00 psi SYMBOL MANUFACTURER/MODEL/DESCRIPTION QTY Loss for Backflow: 6.50 psi Loss for Water Meter: 1.26 psi HUNTER PCZ -101-25 8 Critical Station Pressure at POC: 54.50 psi DRIP CONTROL VALVE KIT. 1" PGV GLOBE VALVE WITH 1" HY100 FILTER Pressure Available: 86.00 psi SYSTEM. PRESSURE REGULATION: 25PS1. FLOW RANGE: 0.5 GPM TO 15 Residual Pressure Available: 31.50 psi GPM. 150 MESH STAINLESS STEEL SCREEN. AREA TO RECEIVE DRIPLINE HUNTER PLD -04-12 7,558 L.F. IN-LINE PRESSURE COMPENSATING LANDSCAPE DRIPLINE WITH BUILT-IN CHECK VALVE. 0.4 GPH EMITTERS AT 12" O.C. DRIPLINE LATERALS SPACED AT 12" APART, WITH EMITTERS OFFSET FOR TRIANGULAR PATTERN. UV RESISTANT. USE PLD -LOC FITTING OR BARBED FITTINGS. SYMBOL MANUFACTURER/MODEL/DESCRIPTION QTY RAIN BIRD PEB-PRS-D 6 1", 1-1/2", 2" PLASTIC INDUSTRIAL VALVES. LOW FLOW OPERATING CAPABILITY, GLOBE CONFIGURATION. WITH PRESSURE REGULATOR MODULE. - RAIN BIRD PSI-L3OX-075 2 CAN BE INSTALLED ABOVE OR BELOW THE GROUND.PRESET OUTLET PRESSURES: 30 PSI (2,0 BARS), 40 PSI (2,8 BARS). 3/4" (20/27) OR 1" (26/34) FEMALE -THREADED INLET AND OUTLET. DRIP VALVE ASSEMBLY BF ZURN 350XL 3/4" 1 (TYP.) DOUBLE CHECK VALVE ASSEMBLY W/ EZSWAP INSERT. © HUNTER PHC-2400 1 QUICK COUPLER VALVE (TYP.) WI -FI ENABLED, FULL -FUNCTIONING CONTROLLER WITH TOUCHSCREEN, 24 -STATION FIXED CONTROLLER, 120 VAC, OUTDOOR MODEL. RS HUNTER MWS -FR 1 WEATHER STATION WITH RAIN SENSOR, WIND SENSOR AND FREEZE SENSOR, 120 VAC, 5 AMP. 5 YEAR WARRANTY. WATER METER 3/4" 1 IRRIGATION LATERAL LINE: PVC CLASS 200 SDR 21 1,545 L.F. IRRIGATION MAINLINE: CPVC SCHEDULE 40 241.4 L.F. RAIN SENSOR- RAIN GUTTER MOUNT PIPE SLEEVE: PVC CLASS 200 SDR 21 292.2 L.F. (CONTRACTOR TO FIELD LOCATE) Valve Callout IRRIGATION CONTROLLER Valve Number (FIELD LOCATE NEAR A/C 110 POWER) # # = Valve Flow #" Valve Size VALVE SCHEDULE NUMBER MODEL SIZE TYPE GPM WIRE PSI PSI @ POC PRECIP 1 RAIN BIRD PEB-PRS-D 1" TURF SPRAY 7.80 112.4 33.74 42.80 2.49 in/h 2 RAIN BIRD PEB-PRS-D 1" TURF SPRAY 10.40 115.2 35.02 45.93 3.04 in/h 3 HUNTER PCZ -101-25 1" AREA FOR DRIPLINE 4.22 106.6 40.29 47.96 0.64 in/h 4 HUNTER PCZ -101-25 1" AREA FOR DRIPLINE 4.06 103.3 40.79 48.38 0.64 in/h 5 HUNTER PCZ -101-25 1" AREA FOR DRIPLINE 5.80 54.1 42.13 50.66 0.64 in/h 6 HUNTER PCZ -101-25 1" AREA FOR DRIPLINE 8.57 47.0 43.04 53.06 0.64 in/h 7 RAIN BIRD PEB-PRS-D 1" TURF ROTARY 8.43 52.1 43.27 53.18 1.33 in/h 8 RAIN BIRD PEB-PRS-D 1" TURF ROTARY 5.59 38.0 43.36 51.89 0.72 in/h 9 HUNTER PCZ -101-25 1" AREA FOR DRIPLINE 8.86 35.9 43.83 54.47 0.64 in/h 10 HUNTER PCZ -101-25 1" AREA FOR DRIPLINE 5.35 92.1 41.04 50.72 0.64 in/h 11 RAIN BIRD PEB-PRS-D 1" TURF ROTARY 5.05 90.2 43.96 53.30 1.27 in/h 12 RAIN BIRD PEB-PRS-D 1" TURF ROTARY 4.20 87.6 42.54 51.20 1.09 in/h 13 HUNTER PCZ -101-25 1" AREA FOR DRIPLINE 7.48 95.4 41.91 54.22 0.64 in/h 14 HUNTER PCZ -101-25 1" AREA FOR DRIPLINE 6.30 97.5 41.86 52.79 0.64 in/h Common Wire 241.4 NOTES - 0197375 1. IRRIGATION DESIGN IS SCHEMATIC: ALL IRRIGATION WORK TO BE PERFORMED WITHIN PLANTING BEDS EXCEPT FOR SLEEVING. SLEEVING RUNS SHOWN IN APPROXIMATE LOCATIONS,CONTRACTOR TO PLACE SLEEVES UNDER PAVED SURFACES AS SHOWN BASED ON SITE CONDITIONS AT TIME OF INSTALLATION. MAINLINE DISPLAYED FOR GRAPHICAL CLARITY. ACTUAL LOCATION TO BE DECIDED IN THE FIELD. 14711 NE 29th Place Suite 101 MAINLINE AND LATERALS MAY SHARE TRENCHING WHERE POSSIBLE. (SEE DETAIL ON L3.31) Bellevue, Washington 98007 425.885.7877 Fax 425.885.7963 DESIGN DCVA PROJECT NO. 16174T ENGINEERING PLANNING SURVEYING EXISTING WATER METER WILL BE REUSED AS NEW IRRIGATION WATER METER \ I � (POC #1) Q SS ® --__ IN COMPLIANCE WITH CITY OF RENTON STANDARDS STATE OF \ WASHINGTON , REGISTERED CURRENT PLANNING CAPE ARCHITECT mherrera 05/17/2018 LINDSEY BENNETT S RIO DEVELOPMENT ENGINEERING CERTIFICATE N0. 13 W 04/17/2020 mair 05/17/2018 SURVEYED' SCALE: VERTICDATE: DAP HORIZO TAL"NAD D1983/1991 DESIGNED LBS � ® CJY OF SEPT. 207 FIELDBOOK: RENTON DRAWN: ICA PLAY lily/p PAGE: LBS � � DRAWING N0 ONE INCH DATUM CHECKED: LBS AT FULL SCALE Planning/Building/Public Works Dept. IF NOT ONE INCH L3. 01 BY DATE AP P R APPROVED: B� SCALE ACCORDINGLY SHEET: ,8 OF: 22 M O� M O Q Uj Uj 04 Q W CL IRRIGATION SPECIFICATIONS GENERAL REQUIREMENTS/ JOB CONDITIONS PART 1. GENERAL 1.1 SCOPE OF WORK A. FURNISH AND INSTALL A COMPLETE PERMANENT UNDERGROUND IRRIGATION SYSTEM TO PROVIDE ADEQUATE IRRIGATION OF ALL AREAS SHOWN ON THE IRRIGATION PLAN. 1.2 WORK INCLUDED A. FURNISH ALL LABOR, MATERIALS, TOOLS AND EQUIPMENT AS NECESSARY FOR PROPER EXECUTION AND COMPLETION OF ALL IRRIGATION WORK. RECORD DRAWINGS SHALL BE COMPILED BY IRRIGATION CONTRACTOR. B. IRRIGATION SYSTEM LAYOUT IS DIAGRAMMATIC. EXACT LOCATIONS OF PIPING, DRIPLINE, SPRINKLER HEADS, VALVES, AND OTHER COMPONENTS SHALL BE ESTABLISHED BY CONTRACTOR IN THE FIELD AT TIME OF INSTALLATION. MINOR ADJUSTMENTS IN SYSTEM LAYOUT WILL BE PERMITTED TO CLEAR EXISTING FIXED OBSTRUCTIONS C. ANY IRRIGATION RE -DESIGN WORK OR SHOP DRAWINGS SHALL BE REVIEWED AND APPROVED BY THE OWNER'S REPRESENTATIVE PRIOR TO CONSTRUCTION. DRAWINGS MUST BE NEATLY DRAFTED (ON MYLAR OR IN AN ELECTRONIC FORMAT (AUTOCAD 2000 OR LATER)) AND INCLUDE ALL NECESSARY INFORMATION FOR A COMPLETE DESIGN REVIEW. 1.3 RELATED WORK A. ROUGH GRADING: SITE TO BE CLEARED, GRUBBED AND SUB -GRADES SET BY GENERAL CONTRACTOR PRIOR TO INSTALLATION OF IRRIGATION SYSTEM. B. GENERAL CONTRACTOR TO SUPPLY AND INSTALL WATER SERVICE CONNECTION AND WATER METER, WITH THREADED STUB -OUT AT DISCHARGE SIDE OF WATER METER TO CORRESPOND TO IRRIGATION SYSTEM MAINLINE PIPE SIZE. C. GENERAL CONTRACTOR TO SUPPLY 110 VOLT POWER TO CONTROLLER; AND TO PROVIDE ANY SLEEVING REQUIRED TO PENETRATE STRUCTURES OR WALLS. D. GENERAL CONTRACTOR TO SUPPLY ALL SLEEVES FOR IRRIGATION SYSTEMS AT TWO (2) TIMES DIAMETER OF LINE SIZE MINIMUM. E. ANY CHANGES AND/ OR ADJUSTMENTS TO LOCATIONS OF SLEEVES, ONCE INSTALLED, SHALL BE DONE AT THE EXPENSE OF THE GENERAL CONTRACTOR. 1.4 RESPONSIBILITY A. THE IRRIGATION CONTRACTOR WILL BE REQUIRED PER STATE LAW TO CALL THE UNDERGROUND UTILITIES LOCATOR SERVICE AT (1-800-424-5555) BEFORE WORK COMMENCES. THE IRRIGATION CONTRACTOR SHALL BE HELD RESPONSIBLE FOR ANY DAMAGE TO AND PROTECTION OF EXISTING UTILITIES AND STRUCTURES. THE IRRIGATION CONTRACTOR WILL ALSO COMPLY WITH THE FOLLOWING CODES AND STANDARDS: 1. THE LOCAL JURISDICTIONAL ORDINANCES AND BUILDING CODES; 2. NATIONAL ELECTRICAL CODE; 3. AMERICAN SOCIETY FOR TESTING AND MATERIALS, (ASTM); 4. NATIONAL SANITATION FOUNDATION, (NSF); 5. EXCAVATING, BACKFILLING, AND COMPACTING OPERATIONS; 6. PROTECT EXISTING TREES, PLANTS, LAWNS, AND OTHER FEATURES DESIGNATED TO REMAIN AS PART OF THE FINAL LANDSCAPE WORK. 7. OBTAIN OWNER'S REPRESENTATIVE'S ACCEPTANCE OF INSTALLED AND TESTED IRRIGATION SYSTEM PRIOR TO INSTALLING BACKFILL MATERIALS. NOTIFICATION MUST PRECEDE REQUESTED INSPECTION BY 24 HOURS. B. THE IRRIGATION CONTRACTOR IS RESPONSIBLE FOR ALL DAMAGES TO THE GROUNDS, WALKS, CURBS, ROADS, BUILDINGS, EXISTING VEGETATION, PIPING SYSTEMS, ELECTRICAL SYSTEMS AND THEIR EQUIPMENT AND CONTENTS CAUSED BY LEAKS IN THE IRRIGATION SYSTEM BEING INSTALLED OR HAVING BEEN INSTALLED BY HIM. THE IRRIGATION CONTRACTOR SHALL REPAIR ALL DAMAGES AT HIS EXPENSE AND IN A MANNER WHICH IS SATISFACTORY TO THE GENERAL CONTRACTOR AND THE OWNER. 1.5 QUALIFICATION OF INSTALLER A. CONTRACTOR MUST BE A LICENSED AND/OR BONDED IRRIGATION CONTRACTOR. THE IRRIGATION SYSTEM MUST BE INSTALLED BY AN EXPERIENCED IRRIGATION INSTALLER. 1.6 VERIFICATION A. BEFORE PROCEEDING WITH ANY WORK, THE IRRIGATION CONTRACTOR SHALL INSPECT THE SITE, CAREFULLY CHECK ALL GRADES AND VERIFY ALL DIMENSIONS AND CONDITIONS AFFECTING THE WORK TO SATISFY HIMSELF THAT HE MAY PROCEED SAFELY AND ACCEPT THE SITE AS READY FOR HIS WORK TO BEGIN. 1.7 PIPE SLEEVES A. PROVIDED AND INSTALLED BY THE GENERAL CONTRACTOR WHERE IRRIGATION LINES CROSS WALKS, SIDEWALKS, DRIVEWAYS AND/OR PARKING LOTS. THE IRRIGATION CONTRACTOR SHALL COORDINATE LOCATION AND INSTALLATION OF PIPE SLEEVING WITH THE GENERAL CONTRACTOR. 1.8 SYSTEM FAMILIARIZATION A. UPON ACCEPTANCE OF SYSTEM BY OWNER, THE IRRIGATION CONTRACTOR SHALL PROVIDE NECESSARY KEYS AND/OR OTHER TOOLS NECESSARY TO OPERATION; DRAIN; ACTIVATE SYSTEM AND SHALL SPEND SUFFICIENT TIME WITH OWNER TO INSURE THAT SYSTEM OPERATION; MAINTENANCE; AND WINTERING CAN CONTINUE ON AFTER THE DEPARTURE OF CONTRACTORS. THE IRRIGATION CONTRACTOR SHALL LABEL CIRCUITS CLEARLY ON CONTROLLER. 1.9 "AS BUILT" RECORD DRAWINGS A. A NEAT AND LEGIBLE REPRODUCIBLE DRAWING (ON MYLAR OR IN AN ELECTRONIC FORMAT (AUTOCAD 2000 OR LATER)), SHOWING THE ACTUAL INSTALLED LOCATIONS OF ALL IRRIGATION EQUIPMENT SHALL BE PROVIDED WITHIN THEIR (30) DAYS OF FINAL ACCEPTANCE. 1.10 SUBMITTALS A. PRODUCT DATA: MANUFACTURER'S TECHNICAL DATA AND INSTALLATION INSTRUCTIONS. 1.11 WARRANTY AND REPLACEMENT A. MATERIALS AND WORKMANSHIP SHALL BE FULLY GUARANTEED FOR ONE (1) YEAR FOLLOWING OWNER'S FINAL ACCEPTANCE OF PROJECT AT 100% COMPLETION. THIS WARRANTY EXCLUDES WORK DONE ON SYSTEM BY OTHERS AFTER FINAL ACCEPTANCE. VANDALISM OR ANY DAMAGE DONE BY OTHERS OR DUE TO ACTS OF GOD ARE NOT COVERED. MANUFACTURER'S WARRANTY SHALL EXTEND BEYOND 1 YEAR IF APPLICABLE. B. REPAIRS, ADJUSTMENTS AND REPLACEMENT OF DEFECTIVE IRRIGATION SYSTEM MATERIALS, INCLUDING MATERIALS THAT HAVE BEEN INSTALLED ON THE WORK DURING THE WARRANTY PERIOD SHALL BE AT CONTRACTOR'S EXPENSE. PART 2. MATERIALS 2.1 MATERIAL A. ALL MATERIALS TO BE INCORPORATED IN THIS SYSTEM SHALL BE NEW AND WITHOUT FLAWS OR DEFECTS AND OF QUALITY AND PERFORMANCE AS SPECIFIED, AND MEETING THE REQUIREMENTS OF THE SYSTEM. 1. NO SUBSTITUTIONS OF SMALLER PIPE SIZES WILL BE PERMITTED BUT SUBSTITUTIONS OF LARGER SIZES OF SAME TYPE AT NO EXTRA COST WITH APPROVAL ARE ACCEPTABLE. 2. NO SUBSTITUTIONS WILL BE PERMITTED WHICH HAVE NOT BEEN SUBMITTED FOR PRIOR WRITTEN APPROVAL. 2.2 GALVANIZED PIPE A. SHALL BE SCHEDULE 40, DOMESTIC MANUFACTURE, AND SHALL CONFORM TO ASTM DESIGNATION A 120-65. FITTINGS SHALL BE MALLEABLE GALVANIZED. 2.3 PLASTIC PIPE A. SHALL BE PVC 1120 OR 1220, SCHEDULE 40 PVC TO 11/4", THEN CLASS 200 PVC.. B. PIPE SHALL BE MARKED WITH MANUFACTURER'S NAME, CLASS OF PIPE, NSF SEAL AND DATE AND SHIFT OF MANUFACTURING RUN. PIPE SHALL BEAR NO EVIDENCE OF INTERIOR OR EXTERIOR EXTRUSION MARKS. C. PIPE WALLS SHALL BE UNIFORM, SMOOTH AND GLOSSY. PIPE MAY BE PRE -BELLED OR WITH INDIVIDUAL SOLVENT -WELD COUPLINGS. D. FITTINGS SHALL BE SCHEDULE 40 WEIGHT, FULL SIZE. FITTINGS, CEMENT, AND THINNER SHALL BE A BRAND(S) RECOMMENDED BY MANUFACTURER OF PIPE. E. PVC SOLVENT WELD PIPE: PVC 1120 AND 1220 MATERIAL, 200 PSI MINIMUM PRESSURE RATING WITH SDR 21 WALLS WHICH CONFORM TO ASTM D 2241. 2.4 DRIPLINE SYSTEM A. DRIPLINE AND INTEGRAL DRIPLINE COMPONENTS: THE DRIPLINE SHALL BE PRESSURE COMPENSATING DRIPLINE. DRIPPER FLOW RATE AND SPACING SHALL BE AS INDICATED ON SCHEDULE. 1. DRIPLINE FITTINGS: ALL DRIPLINE CONNECTIONS SHALL BE MADE WITH APPROVED INSERT FITTINGS; MANUFACTURER EQUAL TO THAT OF DRIPLINE. 2. SOIL STAPLES: ALL ON-SURFACE/UNDER MULCH DRIPLINE INSTALLATIONS SHALL BE HELD IN PLACE WITH SOIL STAPLES SPACED EVENLY EVERY 5' ON CENTER, AND WAT EACH FITTING 3. LINE FLUSHING VALVES: ALL DRIPLINE SYSTEMS SHALL BE INSTALLED WITH MANUAL OR AUTOMATIC LINE FLUSHING VALVES, AS SPECIFIED ON DRAWINGS. 4. AIR/VACUUM RELIEF VALVES: DRIPLINE SYSTEMS SHALL BE INSTALLED WITH AIR/VACUUM RELIF VALVES ONLY WHERE INDICATED ON DRAWINGS. 5. DISC FILTER: A DISC FILTER SHALL BE INSTALLED AT EACH ZONE VALVE OR ON THE MAIN LINE TO ENSURE PROPER FILTRATION. THE FILTER SHALL BE A TORO DISC FILTER (ALFD75150-L) OR APPROVED SUBSTITUTE. 2.5 HEAD SYSTEM A. MANUFACTURER'S STANDARD UNIT DESIGNED TO PROVIDE UNIFORM COVERAGE OVER ENTIRE AREA OF SPRAY INDICATED AT AVAILABLE WATER PRESSURE, AS FOLLOWS: 1. POP-UP SPRAY: FIXED PATTERN, WITH SCREW-TYPE FLOW ADJUSTMENT AND STAINLESS STEEL RETRACTION SPRING. SEE SCHEDULE ON PLAN FOR SPECIFIC MODEL TYPE. 2 POP-UP ROTARY SPRAY: GEAR DRIVEN, FULL CIRCLE AND ADJUSTABLE PART CIRCLE TYPE. SEE SCHEDULE ON PLAN FOR SPECIFIC MODEL TYPE. 2.6 REMOTE CONTROL VALVES A. MANUFACTURER'S STANDARD OF TYPE AND SIZE INDICATED. SEE SCHEDULE ON PLAN. 2.7 AUTOMATIC CONTROLLER A. GENERAL: FURNISH LOW VOLTAGE SYSTEM MANUFACTURED EXPRESSLY FOR CONTROL OF AUTOMATIC CIRCUIT VALVES OF UNDERGROUND IRRIGATION SYSTEMS. PROVIDE UNIT OF CAPACITY TO SUIT NUMBER OF CIRCUITS. SEE SCHEDULE ON PLAN. B. CONTROL ENCLOSURE - EXTERNAL APPLICATIONS: MANUFACTURER'S STANDARD WEATHERPROOF ENCLOSURE WITH LOCKING COVER ON PEDESTAL. SEE SCHEDULE ON PLAN. C. CONTROLLER WIRING ABOVE GROUND SHALL BE INSTALLED INA CONDUIT. 2.8 CONTROL WIRE A. #14-1 OF DIRECT BURIAL WIRE. WHITE SHALL BE COMMON, RED THE VALVE IMPULSE, WITH A THIRD COLOR ASA SPARE WIRE TO RUN FROM CONTROLLER TO THE END VALVE ON EACH LEG OF THE MAINLINE. IDENTIFY EACH SPARE AT THE CONTROLLER. IDENTIFY WIRE COLOR ON THE AS-BUILTS. B. WIRE MUST BE INSULATED SINGLE STRAND COPPER DESIGNED FOR TWO (2) TO FIFTY (50) VOLTS AND UL APPROVED AS TYPE U.F. C. MULTI -STRAND CABLE MAYBE USED WITH PRIOR APPROVAL OF OWNER'S REPRESENTATIVE. 2.9 BACKFLOW PREVENTION DEVICES A. DOUBLE CHECK VALVE ASSEMBLY SHALL BE INSTALLED ON THE DISCHARGE SIDE OF THE WATER METER. DOUBLE CHECK VALVES SHALL BE OF HEAVY DUTY CONSTRUCTION WITH ALL BRONZE BODIES, CHECK VALVES AND TEST COCKS. DOUBLE CHECK VALVES SHALL BE DESIGNED TO OPERATE UNDER CONTINUOUS PRESSURE PERMITTING THE FREE FLOW OF WATER AT ALL TIMES. SEE DETAILS. B. DOUBLE CHECK VALVES SHALL BE FURNISHED WITH APPROVED CHECK VALVES, INLET AND DISCHARGE SHUT-OFF VALVES AND FIELD TESTING COCKS. UNLESS OTHERWISE SPECIFIED, DOUBLE CHECK VALVES SHALL HAVE A SERVICE RATING OF 300 PSI FOR NON -SHOCK COLD WATER. D. DOUBLE CHECK VALVE ASSEMBLY TO BE FEBCO 805 Y OR EQUAL AS APPROVED BY THE STATE DEPT. OF HEALTH.. 2.10 PRESSURE REGULATING VALVE A. SHALL BE "WILKINS 600 SERIES" PRESSURE REGULATION VALVES OR EQUAL. B. USE PRESSURE REGULATING VALVES AS REQUIRED TO CONTROL IRRIGATION SYSTEM WATER PRESSURE. 2.12 QUICK COUPLING VALVES A. QUICK COUPLING VALVES SHALL BE TORO QUICK COUPLING VALVE, OR APPROVED SUBSTITUTE. PROVIDE LUG KEYS WITH HOSE SWIVEL ELLS AS QUICK COUPLING VALVES. 2.13 VALVE BOXES A. ALL VALVES TO BE ENCLOSED IN A VALVE BOX. REMOTE CONTROL VALVES TO BE INSTALLED IN AN ARMOR ACCESS BOX 12" STANDARD BOX, OR EQUAL. 2.14 METER A. PER LOCAL CODE, ALL METERS WILL BE PERMITTED IN PLACE, BY OWNER. N0. PART 3 EXECUTION 3.1 VPRE-CONSTRUCTION A. PRIOR TO STARTING WORK, CONTRACTOR SHALL ATTEND A PRE -CONSTRUCTION CONFERENCE WITH OWNER'S PROJECT MANAGER/SUPERINTENDENT, OWNER'S REPRESENTATIVE AND/OR LANDSCAPE ARCHITECT TO DISCUSS PROJECT REQUIREMENTS, CHANGED SITE CONDITIONS, PHASING AND OTHER ISSUES. 3.2 VERIFICATION A. BEFORE PROCEEDING WITH ANY WORK, THE IRRIGATION CONTRACTOR SHALL INSPECT THE SITE, CAREFULLY CHECK ALL GRADES AND VERIFY ALL DIMENSIONS AND CONDITIONS AFFECTING THE WORK TO SATISFY HIMSELF THAT HE MAY PROCEED SAFELY AND ACCEPT THE SITE AS READY FOR HIS WORK TO BEGIN. B. REPORT ANY DEVIATIONS BETWEEN THE CONTRACTOR -PREPARED IRRIGATION DRAWINGS AND THE SITE. FAILURE TO DO SO PRIOR TO THE INSTALLING OF EQUIPMENT, AND RESULTING IN REPLACING, AND/OR RELOCATING, OR ADDITIONAL EQUIPMENT, SHALL BE DONE AT CONTRACTOR'S EXPENSE. C. AVAILABLE PRESSURE VERIFICATION: PRIOR TO THE START OF ANY WORK, VERIFY THE STATIC PRESSURE AT POINT OF CONNECTION. NOTIFY OWNER IN WRITING OF PRESSURE AVAILABLE FOR APPROVAL TO PROCEED. D. CONFLICT WITH UTILITIES AND PLANT MATERIALS: LOCATE IRRIGATION LINES TO AVOID EXISTING AND PROPOSED UTILITY LINES, AND PROPOSED PLANT MATERIAL LOCATIONS AND ANY EXISTING TREES. MINOR FIELD ADJUSTMENTS TO SHRUBS MAY BE MADE WITH APPROVAL, TO AVOID EQUIPMENT. 3.3 PREPARATION LAY OUT AND STAKE THE LOCATION OF EACH PIPE RUN AND ALL SPRINKLER HEADS AND SPRINKLER VALVES. 3.4 INSTALLATION A. TRENCHING: TRENCHES SHALL BE STRAIGHT AND WITHOUT ABRUPT GRADE CHANGES. TRENCH BOTTOMS SHALL BE FLAT AND CLEAN OF ANY LARGE OR SHARP ROCK. THE TRENCH DEPTH SHALL BE DEEP ENOUGH TO ALLOW 18 INCHES OF COVER OVER MAIN LINE AND 12 INCHES OF COVER OVER LATERALS OR AS PER APPLICABLE MUNICIPAL CODES AND 4" - 8" INCHES COVER OVER DRIPLINE. PIPE SLEEVES SHALL BE AT A MINIMUM DEPTH OF 18 INCHES AND A MAXIMUM DEPTH OF 24 INCHES. MAINTAIN A MINIMUM CLEARANCE OF THREE (3) INCHES BETWEEN IRRIGATION LINES IF IN A COMMON TRENCH. B. DRIPLINE: 1. INSTALL ALL DRIPLINE AS INDICATED ON DRAWINGS. USE ONLY TEFLON TAPE ON ALL THREADED CONNECTIONS. 2. SUPPLY AND EXHAUST HEADERS SHOULD BE INDENTED 2"-4" FROM EDGE OF PLANTER BED, SIDEWALK OR STRUCTURE. 3. ALL DRIPLINE HEADERS TO BE 4" DIA. UNLESS OTHERWISE CALLED OUT ON PLANS. 4. SPACE DRIPLINE AT INTERVALS AS INDICATED ON SCHEDULE. 5. CLAMP DRIPLINE FITTINGS WITH OETIKER CLAMPS, OR APPROVED SUBSTITUTE, WHEN OPERATING PRESSURE EXCEEDS SPECIFIC DRIPLINE FITTING REQUIREMENTS. 6. WHEN INSTALLING DRIPLINE, INSTALL SOIL STAPLES AS LISTED BELOW: a. ONE STAPLE EVERY THREE (5') FEET AND AT EACH FITTING (TEE, ELBOW, OR CROSS). 7. CAP OR PLUG ALL OPENINGS AS SOON AS LINES HAVE BEEN INSTALLED TO PREVENT THE ENTRANCE OF MATERIALS THAT WOULD OBSTRUCT THE PIPE. LEAVE IN PLACE UNTIL REMOVAL IS NECESSARY FOR COMPLETION OF INSTALLATION. 8. THOROUGHLY FLUSH ALL WATER LINES BEFORE INSTALLING VALVES AND OTHER COMPONENTS. 9. TEST IN ACCORDANCE WITH STANDARD PRACTICES. 10. FLUSH VALVES TO BE INSTALLED AT LOWEST ELEVATION OF DRIPLINE IRRIGATION AREA PER MANUFACTURER'S SPECIFICATIONS.. C. SPRINKLER HEADS: 1. INSTALL PER DETAIL AND MANUFACTURER'S RECOMMENDATION. 2. AFTER COMPLETION OF GRADING, SEEDING OR SODDING, AND ROLLING OF GRASS AREAS, ADJUST HEADS TO BE FLUSH WITH FINISHED GRADES. D. DOUBLE CHECK VALVE ASSEMBLY: 1. BACKFLOW PREVENTION DEVICES SHALL HAVE SUFFICIENT CLEARANCE FROM OTHER MATERIALS FOR PROPER MAINTENANCE. MINOR ADJUSTMENTS OF LOCATION MAY BE REQUIRED FOR TECHNICAL PURPOSES OR TO SATISFY LOCAL GOVERNING AGENCIES AT NO ADDITIONAL COST TO THE CONTRACT 2. INSTALL ACCORDING TO MANUFACTURER'S SPECIFICATIONS, AND TO LOCAL MUNICIPAL CODE 3. INSTALL PER DETAIL. E. REMOTE CONTROL VALVES: 1. BEFORE INSTALLATION, SUPPLY LINE SHALL BE THOROUGHLY FLUSHED. 2. ENCLOSE VALVE IN VALVE BOX. 3. INSTALL PER DETAIL F. QUICK COUPLING VALVES: 1. ENCLOSE IN VALVE BOX. 2. PROVIDE ONE CUBIC FOOT OF 3/4" MINUS WASHED GRAVEL SUMP UNDER EACH VALVE. 3. INSTALL PER DETAIL OF PLAN SET AND AT LOCATIONS INDICATED ON PLAN. G. CONTROL WIRE: 1. CONTROL WIRE SHALL BE TAPED TOGETHER AT 10 -FOOT INTERVALS. 2. WIRING SHALL OCCUPY THE SAME TRENCH AND SHALL BE INSTALLED ALONG THE SAME ROUTE AS PRESSURE SUPPLY OR LATERAL LINKS WHENEVER POSSIBLE. 3. PROVIDE A 24 INCH LOOP OF CONTROL WIRE IN EACH VALVE BOX. 4. ALL SPLICES MUST BE MADE WATERTIGHT DRI -SPLICE DS -400, OR APPROVED SUBSTITUTE, AND CONTAINED IN VALVE BOXES. 5. SPLICES WILL BE PERMITTED ONLY AT THE VALVES AND NEVER BETWEEN VALVES OR VALVE AND CONTROLLER. THERE MUST BE A SEPARATE LEAD OR "HOT" WIRE TO EACH AUTOMATIC VALVE. ONE (1) COMMON WIRE WILL BE ACCEPTABLE. ONE (1) SPARE WIRE MUST BE RUN TO THE FARTHEST VALVE FROM THE CONTROLLER AS AN EXTRA WIRE. H. AUTOMATIC CONTROLLERS: 1. ELECTRICAL WIRING SHALL BE INSTALLED ACCORDING TO LOCAL CODE. THE COST OF ALL ELECTRICAL WORK NECESSARY TO MAKE THE AUTOMATIC EQUIPMENT OPERATE PROPERLY SHALL BE INCLUDED IN THIS CONTRACT. 2. LOCATION AND TYPE OF CONTROLLER SHALL BE PER PLANS. 3. MOUNT THE PANEL ENCLOSURE SO ADJUSTMENTS CAN BE CONVENIENTLY MADE BY THE OPERATOR. 4. PROVIDE A CONTROLLER CHART SHOWING THE AREA CONTROLLER BY THE AUTOMATIC CONTROLLER. CHART SIZE SHALL BE MAXIMUM SIZE TO FIT IN THE CONTROLLER DOOR. CHART SHALL BE A REDUCTION OF THE "AS -BUILT" DRAWINGS. 5. SUPPLY OWNER WITH TWO CONTROLLER KEYS. I. PIPE FITTINGS: 1. THE CONTRACTOR SHALL EXERCISE CARE IN HANDLING LOADING UNLOADING AND STORING TO AVOID DAMAGE. DELIVER PLASTIC PIPING IN BUNDLES PACKAGED TO PROVIDE ADEQUATE PROTECTION OF PIPE ENDS, EITHER THREADED OR HANDLING, PIPE SHALL BE TRANSPORTED IN A VEHICLE WITH A BED LONG ENOUGH TO ALLOW THE LENGTH OF PIPE TO LAY FLAT,, SO AS NOT TO BE SUBJECT TO UNDUE BENDING OR CONCENTRATED EXTERNAL LOAD AT ANY POINT. FITTINGS SHALL BE STORED UNDER COVER. 2. PVC CEMENT SHALL BE IPS WELD -ON. SOLVENT WELDING JOINTS SHALL BE GIVEN AT LEAST 15 MINUTES SET-UP TIME BEFORE MOVING OR HANDLING. PIPE SHALL BE CENTER LOADED TO PREVENT SLIPPING. NO WATER SHALL BE PERMITTED IN PIPE UNTIL A PERIOD RECOMMENDED BY MANUFACTURER. 3. BACK FILLING SHALL BE DONE WHEN PIPE IS NOT IN AN EXPANDED CONDITIONS DUE TO HEAT OR PRESSURE. 4. BEFORE PRESSURE TESTING, SOLUBLE WELD JOINTS SHALL BE GIVEN CURING TIME AS RECOMMENDED BY MANUFACTURER. 5. NO PVC PIPE MAY BE THREADED OR CONNECTED TO A THREADED FITTING WITHOUT AN ADAPTER. 6. GREAT CARE MUST BE TAKEN TO INSURE THAT THE INSIDE OF THE PIPE IS ABSOLUTELY CLEAN. ANY PIPE ENDS NOT BEING WORKED ON SHOULD BE PROTECTED AND NOT LEFT OPEN. J. PIPE SLEEVES: 1. WHEREVER IRRIGATION LINES OR WIRE CROSS BENEATH PAVED SURFACES, PIPING AND WIRE SHALL BE INSTALLED IN SLEEVES. SIZE TO BE TWO TIMES PIPE DIAMETER, MINIMUM TWO INCH SLEEVE SHALL BE PROVIDED FOR WIRE. K. MANUAL DRAINS: 1. INSTALL PER MANUFACTURER'S RECOMMENDATIONS AS SHOWN ON IRRIGATION PLAN. 2. INSTALL BY TEEING DOWN TO 3/4 -INCH DRAIN VALVE. PROVIDE A DRAINAGE SUMP SIZED TO RECEIVE VOLUME OF DRAIN WATER. 3. MAKE MANUAL DRAIN VALVES ACCESSIBLE BY INSTALLING AN ADJUSTABLE PIPE SLEEVE TO MEET FINISHED GRADE WITH LOCKING VALVE MARKER LID FLUSH WITH FINISH GRADE. L. PRESSURE REGULATOR: 1. SET MAX. OPERATING PRESSURE AT 35 PSI. 3.5 SYSTEM FLUSHING A. ENTIRE SYSTEM SHALL BE FLUSHED PRIOR TO INSTALLATION OF DRIPLINE AND SPRINKLER HEADS. 3.6 PERFORMANCE TESTS/SUBSTANTIAL COMPLETION A. UPON COMPLETION OF SYSTEM INSTALLATION, CONTRACTOR SHALL OPERATE SYSTEM BY MEANS OF THE AUTOMATIC CONTROLLER IN PRESENCE OF OWNER'S REPRESENTATIVE. B. AUTOMATIC SYSTEM SHALL BE CYCLED ELECTRICALLY AND AUTOMATICALLY TO THE SATISFACTION OF OWNER'S REPRESENTATIVE. 3.7 DISPOSAL OF WASTE MATERIAL A. STOCKPILE, HAUL FROM SITE, AND LEGALLY DISPOSE OF WASTE MATERIALS, INCLUDING UNSUITABLE EXCAVATED MATERIALS, ROCK, TRASH, AND DEBRIS. DEBRIS MUST BE REMOVED AT THE END OF WORK TIME EACH DAY. B. MAINTAIN PAVEMENT AND CURB CLEAR, CLEAN, AND FREE OF DEBRIS AND SOIL. PAVEMENT AND CURB SHALL REMAIN CLEAR, CLEAN AND FREE OF DEBRIS. 3.8 SURFACE RESTORATION A. PROTECT EXISTING LANDSCAPING; REMOVE AND REPLANT AS NECESSARY TO COMPLETE INSTALLATION. REPLACE DAMAGED LAWN AREAS AND PLANTS WITH NEW PLANTS TO MATCH EXISTING. 3.9 CLEAN-UP A. CLEAN ALL WORK AREAS ADJOINING AREA, SUCH AS PAVING, CURBS, CATCH BASINS, MANHOLES AND LAWN, OR DEBRIS CAUSED BY THE WORK ON THIS PROJECT, OR ANY PART OF PROJECT, ON COMPLETION OF OPERATIONS AND PRIOR TO WATERING. ALL HARD SURFACED AREAS SHALL BE WASHED CLEAN. 3.10 FINAL COMPLETION A. UPON COMPLETION AND APPROVAL OF ALL TESTS. B. PROVIDE OWNER WITH A LETTER FOR HIS SIGNATURE OUTLINING COMPLETION OF JOB AND OWNER'S FINAL ACCEPTANCE WITH START AND STOP DATES OF WARRANTY PERIOD. 3.11 WARRANTY A. SHOULD ANY TROUBLE DEVELOP WITHIN ONE (1) YEAR WHICH, IS DUE TO INFERIOR OR FAULTY MATERIAL AND/OR WORKMANSHIP, THE TROUBLE SHALL BE CORRECTED, WITHOUT DELAY, TO THE SATISFACTION OF THE AUTHORIZED OWNER'S REPRESENTATIVE AND AT THE CONTRACTOR'S EXPENSE. B. SYSTEM PROTECTION: AS PART OF WARRANTY UNDER THIS CONTRACT, CONTRACTOR SHALL BE RESPONSIBLE FOR DEACTIVATING AND DRAINING OF SYSTEM PRIOR TO ONSET OF FREEZING SEASON AS PER LOCAL SEASON REQUIRES, AND FOR REACTIVATING THE SYSTEM AT ONSET OF SPRING GROWING SEASON; EACH EVENT THE SYSTEM IS COMPLETED IN A SEASON WHEN SYSTEM WILL NOT BE IN USE, CONTRACTOR WILL WINTERIZE THE SYSTEM AS PER LOCAL SEASON REQUIRES, UPON COMPLETION OF TESTING AND APPROVAL BY OWNER AND REACTIVATE THE SYSTEM IN SPRING. END OF SECTION STATE OF WASHINGTON REGISTERED CAPE ARCHITECT DNDSEY BENNETT SOHO CERTIFICATE N0. 13. 04/17/2020 SURVEYED: SCALE B�B VERTICAL: NAVD 1988 • HORIZONTAL: NAD 1983/1991 C T Y OF DESIGNED: LBS � RE�0n � T I \JI C DRAWN: LBS ONE INCH DATU M CHECKED- LBS AT FULL SCALE PIanning/Bullding/PuNic Works Dept. IF NOT ONE INCH REVISION BY DATE APPR APPROVED- SCALE ACCORDINGLY LBS 1___� CORE `IIIIIIIII�zm� DESIGN ENGINEERING R-397316 14711 NE 29th Place Suite 101 Bellevue, Washington 98007 425.885.7877 Fax 425.885.7963 PROJECT NO. 16174T PLANNING • SURVEYING IN COMPLIANCE WITH CITY OF RENTON STANDARDS CURRENT PLANNING mherrera 05/17/2018 ' FROM SOURCE IRRIGATION WATER METER (3/4") GALVANIZED PIPE TO POINT OF CONNECTION VALVE BOX MUELLER SHUT OFF VALVE WILKENS Y5 100 STRAINER 1 1/2" PRESSURE REDUCING VALVE APPROVED DOUBLE CHECK VALVE (SEE DETAIL HEREON) VALVE BOX (CARSON JUMBO BOX) MASTER CONTROL VALVE DRAIN VALVE BRASS QUICK COUPLER VALVE (RAINBIRD 44LRC) APPROVED VALVE BOX WITH BOLT DOWN ' PVC PIPE (SCHEDULE 80) FLOW SENSOR PVC IRRIGATION MAIN (SCHEDULE 40) SPRINKLER HEAD REMOTE CONTROL VALVE NOTES: 1. DO NOT ALLOW VAULT TO REST ON PIPE USE EXTENSIONS AS NECESSARY. 2. VALVE TO BE SET PLUMB & CENTERED IN VALVE BOX. 3. CONTRACTOR TO PROVIDE (1) EACH QCV KEY AND SWIVEL HOSE ELL PER PROJECT. 4. PROVIDE 6" DEPTH DRAIN ROCK. DETAIL: POINT OF CONNECTION PLAN WITH PRV NOT TO SCALE GALVANIZED UNION GALVANIZED UNION APPROVED DOUBLE CHECK VALVE PLASTIC VALVE BOX CARSON 0910 6" MIN. (SEE IRRIGATION SCHEDULE) OR EQUAL AMETEK BOX OR 2" DIAMETER GATE VALVEP.V.C. WITH LOCKING CAP. P__=��7 MIN. PRESSURE REDUCING VALVE MAX. GALVANIZED UNION FEBCO PRV-1 INSTALL SIDEWAYS 1 NA__'. WATER SERVICE FROM MIN. �/ L D IRRIGATION METER MAIN LINE TO SYSTEM. GALVANIZED UNION 7\ TEST COCKS TO FACE SIDEWAYS ALLOW QUICK COUPLING VALVE 1" WASHED GRAVEL UNDER 6" MIN. CLEARANCE BETWEEN THEM AND (SEE IRRIGATION SCHEDULE) ENTIRE ASSEMBLY 6" DEPTH, BLOCK UNIT THE SIDE OF BOX. AS REQUIRED. NOTES: 1. ENCLOSURE 2" & SMALLER D.C.V.A. IN TWO METER BOXES STACKED ON TOP OF EACH OTHER OR OVERSIZE BOX MUST HAVE REMOVABLE COVER, BOXES TO BE LOCATED IN SIDEWALK AND AREAS WITH VEHICULAR TRAFFIC SHALL BE METAL EQUAL TO OLYMPIC FOUNDRY SM30 BOXES, IN OTHER NON TRAFFIC AREAS TO BE CARSON INDUSTRIES 1730-18 BCFXL METER BOX WITH 1730 COVER. 2. PER PLUMBING CODE REQUIREMENT, IRRIGATION SYSTEMS MUST HAVE SHUT OFF INSTALLED AS SHOW, FEMALE FITTINGS ARE PROHIBITED IN CONJUNCTION WITH METALLIC MALE FITTINGS. 3. ALL INSTALLATIONS MUST MEET MINIMUM STANDARDS OF THE UNIFORM PLUMBING CODE AND WSDOH APPROVED INSTALLATION LIST. 4. TESTING IS REQUIRED BY A WASHINGTON STATE DEPARTMENT OF HEALTH CERTIFIED BACKFLOW ASSEMBLY TESTER UPON INSTALLATION AND ANNUALLY THEREAFTER; ASSEMBLY TO BE MAINTAINED BY OWNER. 5. USE PIPE DOPE ON ALL GALV. FITTINGS DETAIL: POINT OF CONNECTION NOT TO SCALE DETAIL: QUICK COUPLER VALVE NOT TO SCALE 18" MIN. 24" MAX. 30" MIN. 15" MIN. PVC SCH 80 50" MIN. UNINTERRUPTED FLOW NOTES: 1. DO NOT ALLOW VAULT TO REST ON PIPE 2. PROVIDE MIN. 6" DEPTH DRAIN ROCK. 3. USE PE -89 WIRE FOR CONNECTION TO FLOW MONITOR. FIW COMPACTED CLEAN BACKFILL PVC LATERAL PIPE PVC MAINLINE FIELD CONTROL WIRES TAPED TOGETHER AT 10" 0. C. LOCATE 6" FROM SIDE OF MAINLINE COMPACTED CLEAN BACK -FILL OR BEDDING SAND, 6" DEPTH BELOW PIPE DETAIL: FLOW SENSOR NOT TO SCALE STANDARD VAULT PER SPECIFICATIONS TEE WITH 1" FLOW SENSOR, SEE SPECS. BUSHING, TYPICAL TO MASTER VALVE MAIN LINE MAIN LINE SECTION )OT BARRIER )NCRETE SIDEWALK . IN SIDEWALK PLANTING STRIPS PLACE MAINLINE NT 24" DEPTH AND 12" IN FROM SIDEWALK. 2. IN SIDEWALK PLANTING STRIPS PLACE -ATERALS AT 12" DEPTH AND 18" IN FROM 31DEWALK. MAINLINE AND LATERAL TRENCHING BARE COPPER TRACE WIRE 12" GAUGE TAPED ON MAINLINE 15" O.C. ASPHALT, CONCRETE OR MASONRY PAVED SURFACE BY OTHERS COMPACTED BACKFILL FROM NATIVE SOIL 24 1. SLEEVES REQUIRED UNDER ALL PAVED AREAS. 2. DUCT TAPE ENDS OF SLEEVE PIPE 3. SURVEYOR TO LOCATE ALL HARD SURFACES PRIOR 0 -. 5/8 MINUS CRUSHED ROCK BEDDING PVC SLEEVE SLEEVE TRENCHING DETAIL: TRENCHING NOT TO SCALE HEAD TO HEAD SPACING MAY BE DEFINED AS EACH HEAD'S SPRAY HITTING EACH ADJACENT HEAD, ALL DIRECTIONS. FOR EXAMPLE, 12' RADIUS HEADS SHALL NOT BE SPACED FURTHER THAN 12' ALL DIRECTIONS. HEAD TO HEAD LAYOUT NOTE: PLAN VIEW ALL SHRUB HEADS TO BE IN SHRUB BED, AND TURF HEADS SHALL BE PLACED IN THE TURF, 4" FROM EDGE OF BED. NOTES: 1. USE 4" POP -UPS IN TURF AREAS AND 12" POP -UPS IN SHRUB OR GROUND COVER AREAS. DETAIL: HEAD LAYOUT NOT TO SCALE ')PRAY OR BUBBLER NOZZLE -LUSH W/ FINISH GRADE VOZZLE & BODY PER SPECIFICATIONS JSE BOTTOM INLET ONLY SCH 40 PVC STREET ELL AND SWING PIPE 90 POLY PIPE 30" MAX. LENGTH SCH 40 PVC STREET ELL AND SWING PIPE 90 SCH 40 PVC FITTINGS, TYP. LATERAL, TYP. SIZE AS INDICATED ON PLAN SPRAY HEAD SECTION VIEW NOTES: 1. USE 4" POP -UPS IN TURF AREAS AND 6" POP -UPS IN SHRUB OR GROUND COVER AREAS, AS SHOWN IN IRRIGATION SCHEDULE. 2. USE TEFLON TAPE AT ALL TREADED FITTINGS DETAIL: POP-UP SPRAY HEAD NOT TO SCALE SCH 40 TEE OR ELL SCH 80 NIPPLE (TYPICAL, LENGTH AS REQUIRED) /PVC 30-INCH LINEAR LENGTH OF WIRE, COILED WATER PROOF CONNECTION TYP. " MIN. n N JUMBO VALVE BOX WITH 'T' TYPE COVER FLUSH WITH FINISH GRADE '-PVC LATERAL PVC SCH 40 MALE ADAPTER PVC SCH 80 UNION FOR SERVICING ASSEMBLY (2) PVC MAINLINE MINIMUM DEPTH OF 3/4 -INCH WASHED GRAVEL BRICK (1 OF 4) CONTROL ZONE KIT: (INCLUDES BALL PVC SCH 40 TEE OR ELL VALVE, VALVE, AND PRESSURE REGULATING BASKET FILTER) USE NO PIPE DOPE DETAIL: DRIP ZONE CONTROL VALVE REMOTE CONTROL VALVE WITH FILTER AND PRV NOT TO SCALE LINE FLUSHING VALVE AREA PERIMETER LATERAL TUBING START CONNECTION ADAPTER EXHAUST HEADER TEE SUPPLY HEADER DETAIL: DRIP LINE LAYOUT NOT TO SCALE PLUG-IN TRANSFORMER INTERIOR WALL MODEL X-CORE-XOOi CONTROL WIRE IN ELECTRICAL CONDUIT. SIZE AND TYPE PER LOCAL CODE DETAIL: CONTROLLER WALL MOUNT NOT TO SCALE O1 EAVE OF BUILDING O2 HUNTER WRF-CLIK WIRELESS RAIN/FREEZE SENSOR O PLASTIC TIE DOWN STRAP ® MOUNTING BRACKET DETAIL: RAIN SENSOR (ROOF MOUNT) NOT TO SCALE STATE OF WASHINGTON REGISTERED CAPE_ ARCHITECT LINDSEY BENNETT SCURIO CERTIFICATE N0. 13 04/17/2020 R-397317 CORE14711 NE 29th Place Suite 101 Bellevue, Washington 98007 425.885.7877 Fax 425.885.7963 DESIGN PROJECT NO. 16114T ENGINEERING • PLANNING • SURVEYING IN COMPLIANCE WITH CITY OF RENTON STANDARDS CURRENT PLANNING' mherrera 05/17/2018 SURVEYED: SCALE: DAT SEP 1. 2O� / DAP HOR ZONTAL NAD D1983/1991 C T Y 0� L DESIGNED: / O� L U FIELDBOOK: RENTON p p f�lpf�l�� DRAWING N0: ONE INCH DATU IVI CHECKED: / p� AT FULL SCALE Planning/Building/Public Works Dept. J® LU IF NOT ONE INCH N 0. R EVI S 10 N BY DATE AP P R APPROVED: / O� SCALE ACCORDINGLY SHEET: 20 °F 22 FLUSH W/ FINISH GRADE CARSON 10" ROUND VAULT WITH LOCKING LID 2" CLEAR TY . 3/4" QUICK COUPLER VALVE S HOSE CLAMP (2) SCH 80 PVC NIPPLE 24" MIN 3" MAX SCH. 40 PVC ST. ELL & 90 DEG. ELL SCH 80 PVC NIPPLE, 1" x 12" LENGTH SCH 40 PVC ST. ELL STEEL'T' FENCE POST, 36" LENGTH SCH 40 PVC MAIN LINE DETAIL: QUICK COUPLER VALVE NOT TO SCALE 18" MIN. 24" MAX. 30" MIN. 15" MIN. PVC SCH 80 50" MIN. UNINTERRUPTED FLOW NOTES: 1. DO NOT ALLOW VAULT TO REST ON PIPE 2. PROVIDE MIN. 6" DEPTH DRAIN ROCK. 3. USE PE -89 WIRE FOR CONNECTION TO FLOW MONITOR. FIW COMPACTED CLEAN BACKFILL PVC LATERAL PIPE PVC MAINLINE FIELD CONTROL WIRES TAPED TOGETHER AT 10" 0. C. LOCATE 6" FROM SIDE OF MAINLINE COMPACTED CLEAN BACK -FILL OR BEDDING SAND, 6" DEPTH BELOW PIPE DETAIL: FLOW SENSOR NOT TO SCALE STANDARD VAULT PER SPECIFICATIONS TEE WITH 1" FLOW SENSOR, SEE SPECS. BUSHING, TYPICAL TO MASTER VALVE MAIN LINE MAIN LINE SECTION )OT BARRIER )NCRETE SIDEWALK . IN SIDEWALK PLANTING STRIPS PLACE MAINLINE NT 24" DEPTH AND 12" IN FROM SIDEWALK. 2. IN SIDEWALK PLANTING STRIPS PLACE -ATERALS AT 12" DEPTH AND 18" IN FROM 31DEWALK. MAINLINE AND LATERAL TRENCHING BARE COPPER TRACE WIRE 12" GAUGE TAPED ON MAINLINE 15" O.C. ASPHALT, CONCRETE OR MASONRY PAVED SURFACE BY OTHERS COMPACTED BACKFILL FROM NATIVE SOIL 24 1. SLEEVES REQUIRED UNDER ALL PAVED AREAS. 2. DUCT TAPE ENDS OF SLEEVE PIPE 3. SURVEYOR TO LOCATE ALL HARD SURFACES PRIOR 0 -. 5/8 MINUS CRUSHED ROCK BEDDING PVC SLEEVE SLEEVE TRENCHING DETAIL: TRENCHING NOT TO SCALE HEAD TO HEAD SPACING MAY BE DEFINED AS EACH HEAD'S SPRAY HITTING EACH ADJACENT HEAD, ALL DIRECTIONS. FOR EXAMPLE, 12' RADIUS HEADS SHALL NOT BE SPACED FURTHER THAN 12' ALL DIRECTIONS. HEAD TO HEAD LAYOUT NOTE: PLAN VIEW ALL SHRUB HEADS TO BE IN SHRUB BED, AND TURF HEADS SHALL BE PLACED IN THE TURF, 4" FROM EDGE OF BED. NOTES: 1. USE 4" POP -UPS IN TURF AREAS AND 12" POP -UPS IN SHRUB OR GROUND COVER AREAS. DETAIL: HEAD LAYOUT NOT TO SCALE ')PRAY OR BUBBLER NOZZLE -LUSH W/ FINISH GRADE VOZZLE & BODY PER SPECIFICATIONS JSE BOTTOM INLET ONLY SCH 40 PVC STREET ELL AND SWING PIPE 90 POLY PIPE 30" MAX. LENGTH SCH 40 PVC STREET ELL AND SWING PIPE 90 SCH 40 PVC FITTINGS, TYP. LATERAL, TYP. SIZE AS INDICATED ON PLAN SPRAY HEAD SECTION VIEW NOTES: 1. USE 4" POP -UPS IN TURF AREAS AND 6" POP -UPS IN SHRUB OR GROUND COVER AREAS, AS SHOWN IN IRRIGATION SCHEDULE. 2. USE TEFLON TAPE AT ALL TREADED FITTINGS DETAIL: POP-UP SPRAY HEAD NOT TO SCALE SCH 40 TEE OR ELL SCH 80 NIPPLE (TYPICAL, LENGTH AS REQUIRED) /PVC 30-INCH LINEAR LENGTH OF WIRE, COILED WATER PROOF CONNECTION TYP. " MIN. n N JUMBO VALVE BOX WITH 'T' TYPE COVER FLUSH WITH FINISH GRADE '-PVC LATERAL PVC SCH 40 MALE ADAPTER PVC SCH 80 UNION FOR SERVICING ASSEMBLY (2) PVC MAINLINE MINIMUM DEPTH OF 3/4 -INCH WASHED GRAVEL BRICK (1 OF 4) CONTROL ZONE KIT: (INCLUDES BALL PVC SCH 40 TEE OR ELL VALVE, VALVE, AND PRESSURE REGULATING BASKET FILTER) USE NO PIPE DOPE DETAIL: DRIP ZONE CONTROL VALVE REMOTE CONTROL VALVE WITH FILTER AND PRV NOT TO SCALE LINE FLUSHING VALVE AREA PERIMETER LATERAL TUBING START CONNECTION ADAPTER EXHAUST HEADER TEE SUPPLY HEADER DETAIL: DRIP LINE LAYOUT NOT TO SCALE PLUG-IN TRANSFORMER INTERIOR WALL MODEL X-CORE-XOOi CONTROL WIRE IN ELECTRICAL CONDUIT. SIZE AND TYPE PER LOCAL CODE DETAIL: CONTROLLER WALL MOUNT NOT TO SCALE O1 EAVE OF BUILDING O2 HUNTER WRF-CLIK WIRELESS RAIN/FREEZE SENSOR O PLASTIC TIE DOWN STRAP ® MOUNTING BRACKET DETAIL: RAIN SENSOR (ROOF MOUNT) NOT TO SCALE STATE OF WASHINGTON REGISTERED CAPE_ ARCHITECT LINDSEY BENNETT SCURIO CERTIFICATE N0. 13 04/17/2020 R-397317 CORE14711 NE 29th Place Suite 101 Bellevue, Washington 98007 425.885.7877 Fax 425.885.7963 DESIGN PROJECT NO. 16114T ENGINEERING • PLANNING • SURVEYING IN COMPLIANCE WITH CITY OF RENTON STANDARDS CURRENT PLANNING' mherrera 05/17/2018 SURVEYED: SCALE: DAT SEP 1. 2O� / DAP HOR ZONTAL NAD D1983/1991 C T Y 0� L DESIGNED: / O� L U FIELDBOOK: RENTON p p f�lpf�l�� DRAWING N0: ONE INCH DATU IVI CHECKED: / p� AT FULL SCALE Planning/Building/Public Works Dept. J® LU IF NOT ONE INCH N 0. R EVI S 10 N BY DATE AP P R APPROVED: / O� SCALE ACCORDINGLY SHEET: 20 °F 22
