Loading...
HomeMy WebLinkAboutzR_4162SetN CO V CD MET w F- LU W CENTRAL ISLAND SHORT PLAT 3413 NE 7TH STREET RENTON, WA 98056 DyIANI Emebpe ID: EEECIRAMMU]A<E<A643EA317AAMS873 SURMISES WI STANDARD PI NOTFA: ME ALLOWED 13 A LISTAKE BE GENERAL NOTES THAT SHALL EM INCORPORATED IN THE MANAGER PLAY! MIT ALL THE 4MENSCH! ME LET MAY NOT MADE TO EMERY PROJECT THE "EMEM THERETO TOM APPLICANT My STIME HAN IRRELEVANT ROME IF YET "M�E TO THE PATTECT "CANSEVER. THE APTIMMANT SMALL NOT RENUMBER HIM MET THE PEADMING NOMES A ADDITIONAL NOTED BE NEEDED AM SPECIFEL ASPECTS THEY MMUL BE ADDEDAFTER THE 1, �� ANE COMMEXCION AS A MEETTINGS SUAL BE SEE PAYING THE COX OF RENTON. MUST" mm�D to" ME CITY. AND ME 2 ME APPARENT SMALL BE FRANCHISEES FEES SHARED ME NECE�V�. STATE. AND FEDERAL MWff$ TREE 70 CONSTRUCTION THE SURFACE CO�:booA:aaM" D"�` ANATER GAME MANUAL THENTON MEET RENTON MUNICIPAL COEaS THE STANDARD FROD BRIDGE AMC MUNICIPAL PREPAWf) By SHEET BAD THE AMERICAN PUBLIC ao^^;HE��>u�.�:NSSHxD;:^T°�o,� CORRECTIVILSYS,NND6FARMTGHFROMT..,.D..aEaIREMWSFCHIMMIRMOICIN COST To AN THROW UM PROVIDE �. WES IS G WAS' .SF ANDO1HOLME SAME RAE 4 APPROVAL BE THE ROAD :CiME OR STRmKT,URES VAULTS f TD:io IEWANATS �n� CITY MAE TO SURFACE NOTES CONTACTS SYSTEM SHALL ME :pHELA70 ,SEPAR w.n FROM ME PERMIT TRUSTS FALL SEWER �MTM I'MULDNED COMMITTEE APPROVAL DATUM ME C" A, A WAY OF ME APPROVED PLAUSS SMALL. BE ON HER AS SM��� CONSTRACENDS IS IN SUMMED 0 THE LOCATIONS Of ALL EKTATING UTILITIES CLEAN HEREON HANAL BEEN ESTABLISHED By FIELD EMERY US DETAILED MUM BOATMAN RECORDS AND $HALL CONTRACTOR TO INDEPENDENTLY MONEY THE ACCURACY OF ALL UTILITY HATUATIONS SHORMN AND TO FURTHER DISCOVER AND BUYS My OTHER UTILITIES NOT MUM HEREON THAT MAY AM AFFECTED Iff ME EMPLEMENTAMON OF TH S PLAIN ME APPLICANT SPIAL RECORD AN THE AS MILT CREDITOR ALL �UMMTED MILIFFIES DI FREURED AND ANY CHAMBER TO ENDS MIAMI ALAN$ THE APPLICANT SMALL IMMEDIATELY ADD FY THE ENGINEER OF NEEDED I F A CONFLICT EXISTS LD MOMEMATNTUM, DATUM � RE 3 DNA MATE:iI✓tE wL F MMWOT:ERMM APPROVED AFTER WHY RERTICAL E ExCNYFB DANMAND IONS PrvT AM GOOD p,HAD ME 8 ME UTILITY WHEN SACKFUL AND YOURNAKAY $PRESENCE SHALL BE CRUFFACTED TO 95% MAXIMUM DRY USE SEEMS PER MOTION 3-0AB LEADER CONTROL FACTS M ME ASSET STANDARD SPECIE CATIONTS IN DISTINGUISH PAVEMENT MIT OTHER AN TONAS.ALL RMRNDo L IS FIRM AND UMBEWING BUD IN ME ME MXL BE CONTACTED TO MOM TAKE AY% OF MAXIMUM DRY A HOLY 0 BYRON PUMPS OF SAMOA MAGAILAYS FOR STORM MODELS SUME IS NOT SUMMED GAMES SPECIFICALLY APXAXMQ By ME CHFF AND NOTED ON TERMS APPROVED TRANS MAY OPEN CUT SHALL HE A STORAGE IN ACCORDANCE RACE ME CITY TRUENCH RESTORATION MANDWM 10 ALL MAE AND STRUCTURES SHALL BE STAKEDIFFOR STRATIFY LINE AND �E PAGE NO THE MUM UP CONSTRUCTION EFFERE &HEREOF HE THE PLANS OR MILLER [FINISHED BY THE CITY THE DEFEND �ES CATCH MEET. OR HERB MALL HE MEMESSEED SO ME MADE AS STAXED I I ME AGE CONTRAL FACILITIES MADE. HE REALLY) ROD IN OPERATION PRIOR TO. OR IN CONSUMPTION WITH MY �� ABBACY UNLESS MUSLIM S- AND AACsi` OR A E' "WASHINGTON STANDARD e°C ADRIMEaTM° rooTewTIIN mm 14 ALLEALLINAGE STRUCTURES SUCH ��TCHWNSMDMMHMES�M PUSHED AMI DUCTILE RONY �T��Kl�UOS��C�ST�� AEI STRUCTUREARALAULLEAVE • FOUND MUM LIDS MEN NOT COLLECTIVE RSRWXS AND LOCATHO VATHIN THE BOUNDARY BUT OUTSIDE OF THE COMMITMENT LIM • MOND MUM LIM MODELLING ME CIFTY LOOKS MRSIN EFELIN ME PUBLIC RICAMBOAMAY ORIN ALL SUMMARY 10 THE CITY. BROKE STRUCTURES LOGOTHETIS FACTS REEMW WAY AND EMEMENTER TO ME CITY MAKA MET DISTAY THE CITY MADE IS EASEMENTS AND OTHER RESTRUCTURED MUM. EM PLACES IN ACCORDANCE ME TABLE 4 1 INANDEMEATTVAMEAS AND WAGES &MANOR ONES OF ME SEWER MAKE SHALL BE AGAUSTED TOM FULASH WITH FINAL FINISHED (RETAINS, UNUESSOTHERAPPY DISTURB 17 �AYM�EM� DEMANDED ARM me,wR NOTED, MANAGERwu Mm OPueuc wo6Rs DEPARTMENT SURFACE WATER STANDARD PLAN NOTES (I OF 2) :a FGAZ B/26/2m6I AE ED E I BASIS OF ELEVATION d I BASIS OF ELEVATION IS SEWER MANHOLE (SITE BENCHMARK) AT THE o I INTERSECTION OF NE 7TH STREET & NEWPORT COURT NE TIE TO RENTON VERTICAL AND HORIZONTAL CONTROL NETWORK. i RENTON CONTROL POINT 398 BEARS N82023'58"W AT A DISTANCE OF 3041.34' D RENTON CONTROL POINT 612 BEARS S53040'19"W AT A DISTANCE OF 3801.91, RENTON CONTROL POINT 721 FOUND 5.86' BELOW BENCHMARK I RENTON CONTROL POINT 1936 FOUND 60.86' BELOW BENCHMARK c I ELEV=387.46' a x° DATUM BE:NAVD 88 mlpRG I Land Planning A Civil Engineering 5130 South 166th Lane SeaTac, WA 98188 T (206) 229-6422 BE CONTACTS 0.EAUSen Env ID: 6EECRB6f02A4E4AHB4KSA317Ai8Y878 SURFACE WATER STANDARD RAN PROFFERED THE F�� IS A LiATINA OF GENERAL NOTES MAT SUALL BE INCORSTRATTED IN THE MANHOLE PLUS SET AM THE MEMORY INSURED MY ACT PRETAX TO EVERY IMPACT THE APPLICANT OR MENERL HEREDAYFLEFERRED TO MAHANADI My STRIKE OUT IRRELEVANT MOMS IF WT����M�CT.��E SPURRED � NOT REMEMBER WE MST THE FICAUNING NOTES IF AWITIONAE NOTER ARE LABELED LURE REDUCE SIEMENS THEY SHALL SEE MIDERMETTEER THE SURFACE ROTOR STANDARD FULL NOTES 10 AREA TOM SAMOA SYSTEMS" OF RESPONSES CHINESE. REMOVAL) SHALL. SO OF OFSOUNDSHARED(DRACK FENCE TO ISMIMMSEEM ON ME (1) FACT " SAMILL MEET ME DISCUSSING *PROGRAMT,SNe 19, REMARK DRMWM SMMW MO EMP MARGARET THEMENS SHAL. NOT BE l���D AND SHALL SEPARATELY CONEVEY SELECTED FWAS TO ME CONMEMANCE SHOWN ON WOM COMMALL BARLEY HE WE I UNLESS APPROVED By ME CULY PLAGUED WORKS MALL HOT I WEAKENING TO OPLATIE EMBOU 21 ALL STORM SYSTEM MERGERS SPENT BE SHARED FOR LIM AND GAME NOR SURVEYOR CURRENT IS WASHINGTON STATE MCC�SWETS�BEMMMD TO THE CITY PROR TO CONSTRUCTION 22 ALL NOBLY INSTALLED AND A.EN ;�TEe :SEO°PETHSu.CNNVED,RaPo:EAEUMMo ECr�OT ACCORDING TO FEES CITY STANDARD HAS EM TO AA�STALLCUT PROJECT CURDS BUYERS REFUSE PAVEMENT ALL STORM SYSTEMS AND CONNECTIONS TO BUILDING MMMS WA1L BE TRADED IN ACCORDANCE MEET NESTLE BOOM E7,x'EPHANSNG ORMIS T�� PRESENCEAND AS TH E OF A REPRESENTATIVE OF ME MY. STORMOR ST.ESMADE BE TESTED FOR ACCEPTANCE AT ATTTXE SUEEE TU TESTED wDME�"'M;M°m."`ARDD"T�»EAU°'ROACE BOTTHSWAAILI OTHER xvRE AND REDismimrrE THE ExETUO 7JD MADE AND NATMETOWNS,"AnD PLAN SIX ISSUANCE OF THE BUILDING OR CONSTRUCTION PERMITS SKY THE CAM ROSS MY RELIAME THE APPLICANT OF THE MINIMUM LEGAL MURDOCH ANDOONT MUSEUM CONFIRMED SAM S��AMR CENTRAL THE ESTIMATE HOT ACCENTAT My CELPATION FEE THE BETWEEN HUNTSMAN AND � OF WES STORM SYSTEM MEMBERS) GREG CONSTRUCTION ED ADEQUATE AMETTY DEVICES EQUI�T. F�� AND MY SEWER ACROSS NEEDED TO PROTECT THE LIFE, WASTE. AND SUMIEFY OF ED PROJECTS sI THHEECAWAEPmrECTIw.nEArssaEN.,.CanvMENSPEcwREaRREMENTwDF ED ANSI SEEMAWAGAIER PECTCOS A AMBIENT HE SURFACE APPURTENANCES HATCH �P�� UDS CLOPECULTS BLAME INE I IN THE nToxeGf EUTi Cp'TTED utiE STIMET TRAVEL CAMES BEE LANES SIDEVOLKS AND ENCOURAGING MALL BE MODEST MHENEVER PIREMy SUPREME LACED iu DESIGNS CR MALAWI SHAU AS TIMES) AM A BEHALF WE ALREADY LID PAT PAY MGUIMME"& HE CLEARLY LAND ARGUE AW PROVATE SYSTEMS BE THi ARCANE MAYBE SOUSTIND MUM BE MANTAIDED BY SHE APPLICANT TO MINIMUM PUMP SAM STORM DRAINAGE BEE SHALL MUSEUM 70 WAKE 4 2 1 UP HE THE CENTER BAUM 31 CONSTRUCTED PERIMEAMBLE DEMOUNT MAIL BE SUMMARY WOUGH TO ACCORD WATER AT A MINIMAL] A RATE OF 20 INCHES PER "I R IMMEDIATELY AFTER ME PASTEME OF SENATE HAS BEEN SACTINED CONSWOUSLY FDA AT MEET 10 MINUTES COMPLAIN BE WI TH HE IS VAN MUM KATE PAUL BE CAME ABC AREA TO CONSTRUCTED APPROVAL OF ME PAVEMENT COUP RACE My BE COOKED WING A GAME BUCKET MET I M MICH 5 CAUHLONS OF MILE IS POWER WING ME PAVEMENT SURFACE ALL AT GOES A ONLY A MINOR MOUNT BE PAPERS FENCE OR ROW OFF TH E SURFACE THE PAVEMENT IS �iu THE EcOREC MINIMUM RATE OF MOMENTUM AT LEAST FEE MST SHALL BE CONDUCTED PER I AM POLAND FEET My THEN MATTER MAT PER AREA OF IT SHAULL SE CONDUCTED FDA MAH AREA AS G MUSEUM Ems) HEEA �EFRESHW TER MAYBi ASTIDERED ANALYSED REHM A SUNDAY PAYING GAME WHAT ]SCHARGING MICH AT A MYTH ALBERT FEE THE �ET MET �M� MANAGER SHALL HE MEMO MADE MINORITY EASE n,uwc MICE . DuvmE,f MET NO SALE INTS STEP. PUN -267.10 PUBLIC wo6es SURFACE WATER STANDARD PLAN DEPARrmENr ® NOTES (2 OF 2) GAZ 9/26/2016 I :45 M. CATE OWNER: THUONG PHAM 3556 120TH AVE NE BELLEVUE, WA 98006 (425)829-7317 SERVICES CIVIL ENGINEER: PBG, LLC 5130 S. 166TH LANES SEATAC, WA 98188 (206) 229-6422 CONTACT: HAN PHAN, P.E. SURVEYOR: APB SURVEY & MAPPING 13221 SE 26TH STREET, SUITE A BELLEVUE, WA 98005 (425) 746-3200 CONTACT: TYLER SWEET, P.L.S. CONDITIONS OF APPROVAL 1. THE APPLICANT SHALL REVISE THE LANDSCAPING PLAN TO INCLUDE A MINIMUM OF TA/O(2) TREES WITHIN THE FRONT YARDS OF LOTS 2 AND 3. A REVISED LANDSCAPING PLAN SHALL BE SUBMITTED TO, AND APPROVED BY, THE CURRENT PLANNING PROJECT MANAGER PRIOR TO CONSTRUCTION PERMIT ISSUANCE. 2. THE APPLICANT SHALL PLANT SCREENING SHRUBS AND GROUNDCOVER WITHIN THE SILVER OF LAND CREATED BETWEEN THE 20-FOOT WIDE SHARED DRIVEWAY AND THE EAST PROPERTY LINE AT THE NORTHEAT CORNER OF THE PROPERTY. A REVISED LANDSCAPING PLAN SHALL BE SUBMITTED TO, AND APPROVED BY, THE CURRENT PLANNING PROJECT MANAGER PRIOR TO CONSTRUCTION PERMIT. 3. THE APPLICANT SHALL PROVIDE A GAP ON THE EAST SIDE OF THE SHARED DRIVEWAY BETWEEN THE EAST PROPERTY LINE AND THE EDGE OF THE PAVEMENT, SUCH THAT THE DEVELOPER RETAINS ENOUGH ROOM FOR ROAD MAINTENANCE, A PRIVACY FENCE, AND LANDSCAPE SCREENING. THE IDENTIFIED GAP SHOULD NOT IMPACT THE 3-LOT SHORT PLATS ABILITY TO MAINTAIN COMPLIANCE WITH THE RENTON MUNICIPAL CODE. 4. THE APPLICANT SHALL PLANT TWO (2) PUBLIC STREET TREES WITHIN THE REFLECT PLANTER STRIP ON NE 7TH STREET. THE FINAL DETAILED LANDSCAPE PLAN MUST BE REFLECTIVE OF THE PROPOSED LOT LINES IDENTIFIED IN THE SITE PLAN AND SHALL BE PREPARED BY A LANDSCAPE ARCHITECT REGISTERED IN THE STATE OF WASHINGTON. 5. THE APPLICANT SHALL REDUCE THE LENGTH OF THE SHARED DRIVEWAY TO NO MORE THAN TWO HUNDRED FEET (201 IN LENGTH, AS ALLOWED UNDER RMC 4f 060J.1.D. THE FINAL SHORT PLAT SITE PLAN SHALL BE SUBMITTED TO, AND APPROVED BY, THE CURRENT PLANNING PROJECT MANAGER PRIOR TO THE RECORDING OF THE SHORT PLAT. 6. SINGLE-FAMILY BUILDING PERMITS ON LOT 2 AND LOT 3 SHALL BE LIMITED TO SLAB ON GRADE ONLY AND SHALL BE SUBMITTED TO, AND APPROVED BY, PLAN REVIEW PRIOR TO THE RECORDING OF THE SHORT PLAT. 7. THE SHARED DRIVEWAY HAMMERHEAD TURNAROUND SHALL HAVE A DESIGN APPROVED BY THE FIRE DEPARTMENT PRIOR TO THE RECORDING OF THE SHORT PLAT. WATER: SEWER: POWER AND GAS: CABLE: TELEPHONE: CITY OF RENTON CITY OF RENTON PUGET SOUND ENERGY COMCAST CENTURYLINK 1055 S. GRADY WAY, 1055 S. GRADY WAY, 1-888-321-7779 1-800-934-6489 1-800-475-7526 RENTON, WA 98055 RENTON, WA 98055 (425)430-7332 (425)430-7332 .:L6 I I CONSTRUCTION RECORD DRAWING I HPH 18-15-21 1 I DRAWING INDEX REFERENCE SHEET NO. DRAWING TITLE CV C01 EC1 PG1 SSI WA1 WA2 DT1 DATA ED w } > w i NE 9TH ST - a a EEL GAw o° ° 8 z0 z AD.An,E PA,A. RANrDN z > NE PROJECT STH SEE EST 0 0 SITE LET > 2 Sj w rc NEeSY NE 7TH ST Q 11E��S'k WZ ED LETa w NE 7TH PLEG FO- a aSIT Og 0 NE 6TH PL y w Of LL w Y NE 6TH ST VICINITY MAP BITS LEGAL DESCRIPTION LOT 8, BLOCK 2, STEWART'S HIGHLAND ACRE TRACTS, ACCORDING TO THE PLAT THEREOF, RECORDED IN VOLUME 43 OF PLATS, PAGE 17, RECORDS OF KING COUNTY. WASHINGTON. SUBJECT TO EASEMENTS, COVENANTS, CONDITIONS AND RESTRICTIONS SHOWN ON EXHIBIT "A" AS THERETO ATTACHED AND BY THIS REFERENCE MADE A PART HEREOF. TAX PARCEL NUMBER 8011100110 ADDRESS 3413 NE 7TH STREET RENTON, WA 98056 TOTAL LOT AREA 28,669 SF (0.66 ACRES) DISTURB AREA: 7,860 SF CUT: 22 CY FILL: 32 CY COVER SHEET, CONDITIONS OF APPROVAL AND NOTES POROUS HMA NOTES TESC AND TREE REMOVAL PLAN AND DETAILS ROADWAY / DRAINAGE PLAN, PROFILE AND SECTION SEWER PLAN AND PROFILE AND DETAILS WATER PLAN AND PROFILE AND NOTES WARE AIAIL.ti AS -BUILT SITE DETAILS NONE HORIZONTAL MAW lees NW 19&919e1 DATUM I ME INCH I ATF111 LLSCALE I IF NOT ONE INCH SCUEACCORDINGLY LEGEND 3ROPERTY LINE ---- ADJACENT PROPERTY LINE ROW CENTERLINE — — ROW LINE A 93R73R.';9�EZ•9ti] 7L1QTAI JSRl:1R104 YF PROPOSED WATERLINE �S PROPOSED SEWER LINE ASPHALTPAVEMENT PERVIOUS ASPHALT PAVEMENT CEMENT CONCRETE PAVEMENT RM,416201 IN COMPLIANCE WITH CITY OF RENTON STANDARDS CENTRAL ISLAND SHORT PLATDATE 8- 8-15-2021 3413 NE 7TH STREET FIELBBOOK. CITY OF RENTON, WA 98056 PAGE RENTON 0WI"GND Planning/Building/Public Works Dept. COVER SHEET, CONDITIONS OF THE CV F_ APPROVAL AND NOTES 1 8 U N N O O O Q) 7 Q J d of O 2 U) 0 Z J U) N O TH i O 7 W I- N LU W W W POROUS HOT MIX ASPHALT (PHMA) NOTES: SOURCE: 2015 POROUS PAVEMENT UNIFIED SPEC. COMMITTEE: PROPOSED FINAL SPECIAL PROVISION POROUS HOT MIX ASPHALT POROUS HOT MIX ASPHALT DESCRIPTION SECTION 5-04.1 IS SUPPLEMENTED WITH THE FOLLOWING: THIS WORK SHALL CONSIST OF PROVIDING AND PLACING ONE OR MORE LAYERS OF PLANT -MIXED POROUS HOT MIX ASPHALT (PHMA) ON A PREPARED FOUNDATION OR BASE IN ACCORDANCE WITH THESE SPECIFICATIONS AND THE LINES, GRADES, THICKNESSES AND TYPICAL CROSS -SECTIONS SHOWN IN THE PLANS OR ESTABLISHED BY THE ENGINEER. THE MANUFACTURE OF PHMA MAY INCLUDE POROUS WARM MIX ASPHALT (PWMA) PROCESSES IN ACCORDANCE WITH THESE SPECIFICATIONS. PWMA PROCESSES INCLUDE ORGANIC ADDITIVES, CHEMICAL ADDITIVES, AND FOAMING. HMA SHALL BE COMPOSED OF ASPHALT BINDER AND MINERAL MATERIALS AS MAYBE REQUIRED, MIXED IN THE PROPORTIONS SPECIFIED TO PROVIDE A HOMOGENEOUS, STABLE, AND WORKABLE MIXTURE. WORK SHALL ALSO INCLUDE PREPARATION AND PROTECTION OF SUBGRADE, SUBBASE AND LEVELING COURSE SPECIFIC TO PHMA. MATERIALS SECTIONS 5-04.2 IS SUPPLEMENTED WITH THE FOLLOWING: AGGREGATE GRADATION SIEVE SIZE %PASSING 3/4" 100 %" 90-100 3/8" 55-90 U.S. NO.4 1040 U.S. NO. 8 0-20 U.S. NO.40 0-13 U.S. NO. 200 OS THE AGGREGATE SHOULD CONSIST OF CRUSHED STONE WITH A PERCENT FRACTURE GREATER THAN 90 % ON TWO FACES ON THE NO. 4 SIEVE AND ABOVE, WHEN TESTED IN ACCORDANCE WITH THE FIELD OPERATING PROCEDURES FOR AASHTO T 335. RECYCLED ASPHALT PAVEMENT SHALL NOT BE USED IN PHMA. MIXED DESIGNS FOR PHMA SHALL BE SUBMITTED TO THE PROJECT ENGINEER ON WASHINGTON STATE DOT FORM 350-042 WITH THE ADDITIONAL PHMA TEST DATA REQUIRED BY THIS SPECIFICATION PROVIDED AS A ONE PAGE SUPPLEMENTAL ATTACHMENT. THE ANTI -STRIPPING REQUIREMENTS FOR PHMA SHALL BE EQUIVALENT TO THE ANTI -STRIPPING REQUIREMENT FOR SAME MAXIMUM NOMINAL AGGREGATE CLASS OF DENSE GRADED HMA DESIGN FROM THE SAME AGGREGATE MATERIALS SOURCE. SECTION 5-04.3 IS SUPPLEMENTED WITH THE FOLLOWING: 5-04.301 HOT MIX ASPHALT MIXING PLANT THIS SECTION IS SUPPLEMENTED WITH THE FOLLOWING PLANTS USED FOR PREPARATION OF HMA AND PHMA SHALL CONFORM TO THE FOLLOWING REQUIREMENTS: FIBER SUPPLY SYSTEM WHEN FIBER STABILIZING ADDITIVES ARE USED FOR PHMA (IF NEEDED TO ACHIEVE THE DRAIN DOWN SPECIFICATION), A SEPARATE FEED SYSTEM THAT MEETS THE FOLLOWING WILL BE REQUIRED: ACCURATELY PROPORTIONS BY WEIGHT THE REQUIRED QUANTITY INTO THE MIXTURE IN SUCH A MANNER THAT UNIFORM DISTRIBUTION WILL BE OBTAINED. THE FIBERS SHALL BE UNIFORMLY DISTRIBUTED PRIOR TO THE INJECTIONS OF THE ASPHALT BINDER INTO THE MIXTURE. WHEN A CONTINUOUS OR DRIER -DRUM TYPE PLANT IS USED, THE FIBER SHALL BE ADDED TO THE AGGREGATE AND UNIFORMLY DISPERSED PRIOR TO THE INJECTION OF ASPHALT BINDER. SURGE AND STORAGE SYSTEMS THE STORAGE TIME FOR PHMA MIXTURES NOT HAULED IMMEDIATELY TO THE PROJECT SHALL BE NO MORE THAN FOUR (4) HOURS FOR NON -INSULATED SILOS OR EIGHT (8) HOURS FOR INSULATED SILOS. PLACEMENT TEMPERATURE SPECIFICATIONS SHALL STILL BE MET REGARDLESS OF SILO STORAGE TIME. HAULING EQUIPMENT SECTION 5-04.3(2) THE TEMPERATURE OF THE MIX AT THE TIME OF DISCHARGE FROM THE HAUL VEHICLE SHALL BE WITHIN THE TEMPERATURE RANGE IDENTIFIED IN THE APPROVED PHMA. (SEE ENGINEER'S NOTE 1). NOTES: 1. CONTRACTOR SHALL PHASE THE WORK SO AS TO NOT COMPROMISE OR OVERLY COMPACT THE SUBGRADES PRIOR WHEN PERMEABLE PAVEMENT IS TO BE PLACED. 2. SUBGRADE SHALL BE COMPACTED TO 90-92%OF MAXIMUM DRY DENSITY ACCORDING TO STANDARD PROTOR (ASTM D698) AND SHALL BE FIRM AND UNYIELDING PRIOR TO PLACING PAVEMENT SECTION MATERIAL. 3. CONTRACTOR SHALL CONDUCT INFILTRATION TEST IN ACCORDANCE WITH CITY OF RENTON ADMENDMENTS TO 2009 KING COUNTY STORM WATER DESIGN MANUAL IMMEDIATELY FOLLOWING FINAL SUBGRADE PREPARATION TO VERIFTY THAT THE SUBGRADE IS NOT OVER -COMPACTED. INFILTRATION TEST SHALL BE CONDUCTED AT A RATE OF 1 TEST PER 5000 SQUARE FEET, AND 1 TEST PER 200 LINEAL FEET OF ROADWAY. A MIX DESIGN SECTION 5-04.3(7)A IS SUPPLEMENTED WITH THE FOLLOWING FOR POROUS HMA: THE ASPHALT BINDER FOR PHMA SHALL BE PG 70-22ER POLYMER MODIFIED OR HIGHER GRADE. BINDER CONTENT SHALL BE BETWEEN 6.0%AND 7.0% BY TOTAL WEIGHT OF THE MIX, AND WILL BE THE HIGHEST PERCENTAGE THAT PASSES BOTH THE DRAIN DOWN AND VOID REQUIREMENTS TESTS AT NDESIGN=75 GYRATIONS. THE BINDER CONTENT TOLERANCE SHALL BE+OR-.5% DURING PRODUCTION/PLACEMENT OF THE PHMA. THE CONTRACTOR SHALL ADJUST THE AGGREGATE TO MEET THE MAXIMUM DRAIN DOWN TEST REQUIREMENTS WITHIN THE RANGES PROVIDED IN SECTION 9-03.8. • DRAIN DOWN SHALL BE 0.3%, MAXIMUM, ACCORDING TO ASTM D6390-05. • VOID RATIO SHALL BE 16%TO 25% PER ASTM D3203 AT NDESIGN=75 GYRATIONS. THE CONTRACTOR SHALL INCLUDE IN THE SUBMITTAL LETTER FROM THE POLYMER -MODIFIED ASPHALT SUPPLIER THE RECOMMENDED MIXING, DELIVERY, AND COMPACTION TEMPERATURES. THE CONTRACTOR SHALL DETERMINE ANTI -STRIP REQUIREMENTS FOR PHMA AND PROVIDE DATA FOR ANTI -STRIPPING. THE ASPHALTIC MIX SHALL BE TESTED FOR ITS RESISTANCE TO STRIPPING BY WATER IN ACCORDANCE WITH ASTM D-3625. IF THE ESTIMATED COATING AREA IS NOT ABOVE 95 PERCENT, ANTI -STRIPPING AGENTS SHALL BE ADDED TO THE ASPHALT. CONTRACTOR SHALL BE RESPONSIBLE FOR CONDUCTING THE ANTI -STRIPPING EVALUATION AND PROVIDING A REPORT TO THE ENGINEER. AS SPECIFIED IN 5-04.2 (ABOVE), ANTI -STRIP EVALUATION OF AN EXISTING DENSE GRADED HMA OF THE SAME MAXIMUM NOMINAL AGGREGATE CLASS CAN BE USED AS THE BASIS FOR ANTI -STRIP DOSAGE RATES. ACCEPTANCE SAMPLING AND TESTING -HMA MIXTURE SECTION 5-04.3(8)A IS SUPPLEMENTED WITH THE FOLLOWING: COMMERCIAL EVALUATION WILL BE THE BASIS FOR ACCEPTANCE OF PHMA SPREADING AND FINISHING SECTION 5-04.3(9) IS SUPPLEMENTED WITH THE FOLLOWING: PLACEMENT TEMPERATURE OF THE MIXTURE SHALL BE WITHIN THE TEMPERATURE RANGE IDENTIFIED IN THE APPROVED PHMA SUBMITTAL. (SEE ENGINEER'S NOTES 2. BELOW) COMPACTION SECTION 5-04.3(10)A IS SUPPLEMENTED WITH THE FOLLOWING FOR PHMA: PNEUMATIC TIRE ROLLERS SHALL NOT BE USED THE CONTRACTOR WILL DEVELOP A ROLLER PATTERN THAT WILL INITIALLY CONSOLIDATE THE PAVEMENT STRUCTURE AS WELL AS TARGET 15%TO 18% FINAL AIR VOIDS (82%TO 85% OF MAXIMUM THEORETICAL (RICE) DENSITY). THE CONTRACTOR SHALL MONITOR COMPACTION DURING PLACEMENT OF PHMA WITH A PAVEMENT DENSITY GAGE. (SEE ENGINEER'S NOTE 3. BELOW) POROUS ASPHALT (PHMA) ACCEPTANCE INFILTRATION TEST SECTION 5-04.3(21), AND SECTION 5-04.3(10)A IS ADDED: CONTRACTOR SHALL CONDUCT INFILTRATION TESTS ON THE FINISHED PHMA PER ASTM C1701 AT LOCATIONS CHOSEN BY THE ENGINEER. NEWLY -PLACED PHMA SHOULD BE ABLE TO ACCOMMODATE A MINIMUM INFILTRATION RATE OF 100 INCHES/HOUR. IT IS ANTICIPATED THAT INFILTRATION TESTS BE COMPLETED EVERY 150 LINEAR FEET OF ROADWAY AND CONDUCTED IN ACCORDANCE WITH ASTM C1701. IF THE MEASURED INFILTRATION RATE IS LESS THAN 100 INCHES/HOUR, CONDUCT ADDITIONAL FOUR ADDITIONAL TESTS AS FOLLOWS IN LINE WITH THE PAVER DIRECTION OF TRAVEL. TWO TESTS UPSTREAM AND TWO TEST DOWNSTREAM OF THE INITIAL TEST LOCATIONS SHALL BE TAKEN AT DISTANCES OF 20 FEET AND 40 FEET. RESULTS OF THE ADDITIONAL TESTS SHOULD BE AVERAGED. CONDUCT ADDITIONAL TESTING UPSTREAM AND DOWNSTREAM TO IDENTIFY AREA TO BE REMOVED. IF THE AVEAGE INFILTRATION IS LESS THAN REQUIRED REMOVE AND REPLACE AT THE DIRECTION OF THE ENGINEER AND AT NO COST TO THE OWNER. MEASUREMENT SECTION 5-04.4 IS SUPPLEMENTED WITH THE FOLLOWING: PHMA PG 70-22 ER (OR HIGHER) SHALL BE MEASURED BY THE TON IN ACCORDANCE WITH SECTION 1-09.2, WITH NO DEDUCTION BEING MADE FOR THE WEIGHT OF ASPHALT BINDER, BLENDING SAND, MINERAL FILLER, OR ANY OTHER COMPONENT OF THE HMA. IF THE CONTRACTOR ELECTS TO REMOVE AND REPLACE MIX AS ALLOWED IN SECTION 5-04.3(11), THE MATERIAL REMOVED WILL NOT BE MEASURED. PAYMENT SECTION 5-04.5 IS SUPPLEMENTED WITH THE FOLLOWING: "POROUS HMA CL.'/:" IN. PG 70-22ER", PER TON THE UNIT CONTRACT PRICE PER TON FOR "POROUS HMA CL. % IN. PG 70-22ER" SHALL BE FULL COMPENSATION FOR ALL COSTS, INCLUDING ANTI -STRIPPING ADDITIVE, INCURRED TO CARRY OUT REQUIREMENTS OF SECTION 5-04 EXCEPT FOR THOSE COSTS INCLUDED IN OTHER ITEMS WHICH ARE INCLUDED IN THIS SUBSECTION AND WHICH ARE INCLUDED IN THE PROPOSAL. AGGREGATE DISCHARGE SUBBASE/ PERMEABLE BALLAST NOTES SECTION 9-03.9(2)A. PERMEABLE BALLAST SHALL BE MANUFACTURED FROM LEDGE ROCK, TALUS, OR GRAVEL IN ACCORDANCE WITH THE PROVISIONS OF SECTION 3-01. RECYCLED CONCRETE IS NOT PERMITTED. THE MATERIALS SHALL BE UNIFORM IN QUALITY AND SUBSTANTIALLY FREE FROM WOOD ROOTS, BARK, AND OTHER EXTRANEOUS MATERIAL AND SHALL MEET THE FOLLOWING QUALITY TEST REQUIREMENTS: LOS ANGELES WEAR, 500 REV 30% MAX., WSDOT TEST METHOD T 96 DEGRADATION FACTOR 30 MIN., WSDOT TEST METHOD T 113 MIN. VOID RATION CONTENT: 30% AS DETERMINED BY AASHTO T19 OR ASTM C29, RODDING PROCEDURE THE GRADING REQUIREMENTS ARE SIEVE SIZE %PASSING 2-112" 100 2" 90-100 1-1/2" 3570 1" 0-15 '/2" 0-5 NO. 100 0-3 % FRACTURE: 95 ALL PERCENTAGE ARE BY WEIGHT. AS -BUILT AGGREGATES SHALL MEET THE REQUIREMENTS FOR GRADING AND QUALITY WHEN PLACED IN HAULING VEHICLES FOR DELIVERY TO THE SITE, AFTER PLACEMENT IN TEMPORARY, STOCKPILES ON SITE, DURING INSTALLATION, AND AFTER INSTALLATION AND COMPACTED TO PROJECT SPECIFICATIONS. PERMEABLE BALLAST MATERIAL MAY BE CONDITIONALLY APPROVED BASED ON CONTRACTOR SUBMITTED SAMPLED MATERIALS PRIOR TO DELIVERY TO THE SITE. FINAL ACCEPTANCE WILL BE BASED ON CONFORMANCE TESTING COMPLETED ON MATERIAL THAT HAS BEEN DELIVERED, INSTALLED, AND COMPACTED ON SITE. THE EXACT POINT OF ACCEPTANCE WILL BE DETERMINED BY TH ENGINEER. MATERIAL OUT OF CONFORMANCE WITH THE PROJECT SPECIFICATIONS WILL BE REMOVED AND REPLACED AT THE CONTRACTOR'S EXPENSE. ACCEPTANCE OF AGGREGATE SHALL BE AS PROVIDED UNDER NONSTATISTICAL OR COMMERCIAL EVALUATONS. THE CONTRACTOR'S SUBMITTAL FOR THE AGGREGATE MATERIAL SHALL PROVIDE DESCRIPTION OF SAMPLING METHODOLOGY, IDENTIFY WHERE AND HOW THE SAMPLE WAS COLLECTED, TOTAL WEIGHT OF SAMPLED COLLECTED, DESCRIPTION OF SAMPLE PREPARATION PROCEDURES, TOTAL WEIGHT OF SAMPLE SIEVED TO DETERMINE GRAIN SIZE DISTRIBUTION, AND TEST RESULTS. SAMPLING AND PREPARATION SHALL BE IN CONFORMANCE WITH ASTM D75 AND ASTM C702. CHOKER COURSE CRUSHED SURFACING SECTION 9-03.9(A) CRUSHED SURFACING CHOKER COURSE SHALL MEET THE GRADING AND QUALITY REQUIREMENTS OF THE AMERICAN ASSOCIATION OF STATE HIGHWAY AND TRANPORTATION OFFICIALS (AASHTO) NO. 57. RECYCLED CONCRETE IS NOT PERMITTED. THIS MATERIAL SHALL CONSISTS OF CLEAN Y TO 1-1/2 INCH UNIFORMLY GRADED CRUSHED SURFACING MATERIAL. LOS ANGELES WEAR, 500 REV 30% MAX., WSDOT TEST METHOD T 96 DEGRADATION FACTOR 30 MIN.. WSDOT TEST METHOD T 113 MIN. VOID RATION CONTENT: 30% AS DETERMINED BY AASHTO T19 OR ASTM C29, RODDING PROCEDURE THE GRADING REQUIREMENTS ARE: SIEVE SIZE %PASSING 1-1/2" 100 1" 90-100 112" 25-60 NO.4 0-10 NO.8 0-5 % FRACTURE: 95 ALL PERCENTAGE ARE BY WEIGHT. AGGREGATES SHALL MEET THE REQUIREMENTS FOR GRADING AND QUALITY WHEN PLACED IN HAULING VEHICLES FOR DELIVERY TO THE SITE, AFTER PLACEMENT IN TEMPORARY, STOCKPILES ON SITE, DURING INSTALLATION, AND AFTER INSTALLATION AND COMPACTED TO PROJECT SPECIFICATIONS. PERMEABLE BALLAST MATERIAL MAY BE CONDITIONALLY APPROVED BASED ON CONTRACTOR SUBMITTED SAMPLED MATERIALS PRIOR TO DELIVERY TO THE SITE. FINAL ACCEPTANCE WILL BE BASED ON CONFORMANCE TESTING COMPLETED ON MATERIAL THAT HAS BEEN DELIVERED, INSTALLED, AND COMPACTED ON SITE. THE EXACT POINT OF ACCEPTANCE WILL BE DETERMINED BY TH ENGINEER. MATERIAL OUT OF CONFORMANCE WITH THE PROJECT SPECIFICATIONS WILL BE REMOVED AND REPLACED AT THE CONTRACTOR'S EXPENSE. ACCEPTANCE OF AGGREGATE SHALL BE AS PROVIDED UNDER NONSTATISTICAL OR COMMERCIAL EVALUATONS. THE CONTRACTOR'S SUBMITTAL FOR THE AGGREGATE MATERIAL SHALL PROVIDE DESCRIPTION OF SAMPLING METHODOLOGY, IDENTIFY WHERE AND HOW THE SAMPLE WAS COLLECTED, TOTAL WEIGHT OF SAMPLED COLLECTED, DESCRIPTION OF SAMPLE PREPARATION PROCEDURES, TOTAL WEIGHT OF SAMPLE SIEVED TO DETERMINE GRAIN SIZE DISTRIBUTION, AND TEST RESULTS. SAMPLING AND PREPARATION SHALL BE IN CONFORMANCE WITH ASTM D75 AND ASTM C702. ENGINEER NOTES: 1. A TYPICAL TEMPERATURE RANGE WOULD BE 250-275 DEGREE F FOR WARM MIX ASPHALT (WMA) OR 275-300 DEGREE F FOR HOT MIX ASPHALT (HMA). 2. TYPICAL TEMPERATURE RANGE WOULD BE 225-25OF FOR PWMA AND 250-275F FOR PHMA. 3. PRIOR SUCCESSFUL PROJECTS HAVE INCORPORATED TWO INITIAL LOW AMPLITUDE VIBRATORY ROLLER PASSES TO SEAT AND ORIENT THE PHMA AGGREGATE MATRIX FOLLOWED BY STATIC ROLLING TO CREATE A FINAL SURFACE WITHOUT ROLLER MARKS. 4. THE USE OF WARM MIX ASPHALT TECHNOLOGY IS ENCOURAGED AS IT MINIMIZES ISSUES RELATED TO ASPHALT DRAIN DOWN DURING PRODUCTION, HAULING AND TESTING OF THE PHMA.. IN COMPLIANCE WITH CITY OF RENTON STANDARDS JOB NO. teL CENTRAL ISLAND SHORT PLAT H A vERncAL:ruwiRee 8-15-2021 p B N 4 ��, DEsicEEO NONE HOREONM NAD ie MWI 3413 NE 7TH STREET nH NOCK: o H. CITY OF RENTON, WA 98056Land Planning • Civil Engineering ' DMW` DF7TJ HO: H. DATUM RENTON 5130 South 166th Lane -� CHECKED: D"�w _ C01 42815 SedTBC, WA 98188 ''+b��IStefl�`�e� IFNOTONES Planning/Building/Public Works Dept POROUS HMA NOTES T (206) 229-6422 ZONAL CONSTRUCTION RECORD DRAWING HPH 81521 APP OWE . G E4000MINGav NO. REVISION BY DATE APPR 2 8 N N O O O O) i4 7 Q J d H O S Z Q J Q H Z W U TYPE I NTH SOLD LID R1M-38s.55 1 INSTALL INLET,t)ROTECTION (TYP) IY CHIP TO EAST" 38264'IE N PERIbETAIL THIS SHEET 12" PVC i0 WEji'= 38354' IE 'EAREFFEEN�— W OINIJMiZS W— W W W W; AIM=38S'J3 V NE 7TN SIRE e" MI xEST - 3n.J9' O ���DDJJJ----- SD SD SD SD S-aB" tSOu1H_3JJ.JED VIA LU 3 3 U 6G � J8J ALU 38 -_3 = G 5rs S �5 S �� 5 B� m I ow Tff II N M F- LU W S RIM-3B5.83' uii 8` PVC WEST 3JJ.D' —8" PVL EAST 3A.2J' a AT - DISTRIBUTION POLE 12' DIP. WOOD W/ U.L. CONDUITS 3-1 2' BIA. PVC N m INSTALL PLASTIC CO' PER DETAIL ON THIS CONC. DRwY. LOT (7,012 SQ. FT) HOUSE HOUSE REMAIN JBs, a E 1'CATBH BA II — =38910' DIP TO SOUTHEAST AS 31 IF 'TOM - 286,84" STORM MANHOLE W 0j RIM-3896f 8" DIP TO NCftTHMEST AN 386,70'IEM 12' CPb TO WEST = 383J IE BOTTOM = 38205' 3 90, G o ¢a 1434 1441 440 INSTALL TEMPORARY J 10' WIDE TARP FOR 0 VEHICLE ACCESS TO 'o CONSTRUCTION ENTRANCE / - TO PROTECT PERMEABLE PAVEMENT TRACT AT --------------- LOT (7,018 SQ. FT 0 INSTALL CONSTRI$¢TIO7EN&NCE PER DE IL ON THIEET = oa IT o i �Rv y a ro- TO OUT o ______d0`c 9T________ ._ 73.93' 2001. E 48 N o ,_______/INSTA _ r OF- b O' LL SILT FENCE (TYP) s PER DETAIL ON THIS SHEET l U VAG � 3 z a TOT 3 i S x (9,2 7SQ. FT) i o 0 eq 0 AT9, I'D AID FOUND I/T MEAN CAP (TCA l5 634 10356 d NWO 1 DRY W CA DE mlpBG I I Land Planning • Civil Engineering o 15130 South 166th Lane VC SeaTac, WA 98188 T (206) 229-6422 FOUND 5/8" FENCE CAP (APS LS 42925 ----7 ---------- I morn �.wN ORNMEL TURN UNIMME INIUMMENCENu mA. AN RE FORT WOMOROCCAN 1. CAN NORMAN ARM MEANT GENEVA HIM AND AT ME I.. MIT" AN THE ISHEu'ET. ' TON MARGARET HATI DIN AREA IQ AL MANAGER NUM QUEEN HAVI FROMMENT CARE 5 1 ACT BURmNAND "NEW TOM MOVE THE ATTORNEY A AM AN MENTIONT ME •rn.mvi..Po�ia..nv..��.mmrmwe Ewrco.CEe I MATURE My MOMENTUM M GAVENSFAMMUT AMERICA ..RE � IMF .�� MEETING MUCH HE HELD .. 1. 1 OF AT EU. "MY RIM ARMED TOM AM C A r HE ACT VAN THE HATERAND US OVERARM I THE ANCE ICAHN A SANDIFFEEM THE NAGETTIMAT .1 DOMINATED IME AVERAGED AN CANNABIS (MERGER I INVESTMENT. $1�DIR SURFACE 15 ABC FDA TAY DIRECT THE DREAMT AREAS FROAMEN THE REFERENDUM .�TMI��T� RENTON TO AMOUNT CI • THIN CAN MERGE SCSI ENTERED RAN CONFIRMATION 'E�hEE BRENNAN TW��t'� THAT L.�L.�FA.A�AT�T. END RE AN VAN MATCH AT FEAR AND MEN MY BASE EATON AT AN AND TRUE RE IRS MEN AT ABSENCE USE THE THUS S %'GTE ME E CHAT OVERCOME 0 Y FDIC C ABU EMERGING IN THE HELD N MAINSTREAM ARTS ��� 0 GTHE GUY OF REUNION FURNACE BANNER DESIRE . MAGERS . AFFERV I ME VISIT OF MONTSERRAT MON GUAM THE CONSERVATIVE FARGO MY DEMANDED, MOODY ME AT MUNG LIMITS MARC ME HERSTIFTED MAY AGREE I INITS NAME I BE RETURN By THE MEDICARE VIC MONSOON MEN US ACCESS, AN • SUFFEARE D CORONA CT ON E OUNCES ANNE RE NI AT VAN BEG NIMAREVE OF CEO ETHIC I ON ARM AT UNIS THE MOTION I 'HE GARCIA ACTRUP OF MEASURES QUEN MOORE TIC, r N DEFEAT SYMN BECAME OF MACAU AIDS SAY M SOARED I I ISSUFAY I MAR. VAL NAVY ACCAMMUS. AT SAM BUD THEIR MET TO ROOM 4 SAM AN .1 VAN FIAT YANG 'OR '.I ANNAT MY OF I. STRAMIT I AMNAMAT I TERM . A A MY MAN I MM, OF CAERE ME THE STATE • CAUGHT FDIC MEANS ARGUE ARM A BEFF(MMEN AN I'M ME 'A DERANATED CONCRETE ADVANCE MST THEM TO ME ARM MAE CANNOT HUMAN OHIO I, STUART OR 0 EVEN AT HE MEAN IDEA ON MI ATICATERM IF FACES$ INCOME SURM YEN FAMER A IVAAAVTVV BECAME .IT ARABS I OFF RYpS RED AND CARE CURVE N CHINA STATED ANCE 4 FUNNY MIT PH" TO HUNG URATERE SUGAR THEN MATTER .0 NEEDED MMI AT SECRET TO DEVICE "TER CAUSAGE SYSTEMS MAN MATTHEW OCCURRED OU EGA ANGS MAYBE BY SAFFITAIREE 14 A AN SENTIMENT CHAT EVIL SAU INE, TOM CLOUDY, EMSTV MAN, RATEMEN 3 COMPAQ TE AND ARMS AT FIVE EQUE I I MEANS TREE MORE 'I ERIC ME$ MAIL ME ANONYM HAVEN RAN, EFFECT 6 MARY TED ADD THE" TE THAVE MEN At��b TO EUGENE MOMENT FAR GO .. I SMAREF MEN MIT I AS THE ASSURANCE. .11 MANOR BEEF YEN I HOMES AT I ROD EMERGE I M MCI BE THE RE MGM$ 0 1 TV A AN MY YANG * ANY MESSAGE CENTER GS M HOUR MEANT ONAT MGM THE REMOVAL TO BEFORE I SERVE I A SECOND ONE MERELY * TIC CFO @MRS REACTED M I. I COME AM SAN BHUTAN RM ME ANNE A COMMENT% TV MEET ANNE ISIED A TE COMMUNIST ME ,MINI THEMEARY A ROD COMMAND M MANUAL CANTENTOM SEVEN THE ADDITION GUAM ANDECIPATEE TENT EASE ETC INGIVENELL A BEEF.' TO ENCIATE OECD REURNMASSIONESICHAM IQ BECAME OF MERCER FAMENACCE MANDATE MA BEEF FARM A MARTIN AM 17 ISMANCATEME MINARET TSKR�NTSTAO THE ABLITY AN NAME ME THEM ASEAN MEN MANAGING NUMBERS THIN AGREASTOUNCON COURTRAI BE STAN TED TO THE CHAIN ANDY TOM TONING COMMUNE AMOSAUEDERESSUC TIC AFFECT SITE SCSI I I NOT. ��KRMSITLY DAMON AT A MANAGE IT AT �MCEMSMEC�IXREOTOMAMEr���KS���MOE�4C�T��MM�L�MC�S�IEDTO�AT OrueucwoNN EEPMIMENT EROSION AND SEDIMENT CONTROL. STANDARD PUN NOTES :4s Oliver 9/Za/xa1el C'AZ CONTRACTOR TO INSTALL INLET PROTECTION FOR ALL CATCH BASINS DOWNSTREAM AND WITHIN 300' OF THE SITE 1. INSTALL CATCH BASIN PROTECTION IF REQUIRED. 2. INSTALL CONSTRUCTION ENTRANCE IF REQUIRED. 3. INSTALL PERIMETER PROTECTION (SILT FENCE, BRUSH BARRIER, ETC.). 4. MAINTAIN EROSION CONTROL MEASURES IN ACCORDANCE WITH APPENDIX D OF THE SURFACE WATER DESIGN MANUAL AND MANUFACTURER'S RECOMMENDATIONS. 5. RELOCATE EROSION CONTROL MEASURES OR INSTALL NEW MEASURES SO THAT AS SITE CONDITIONS CHANGE THE EROSION AND SEDIMENT CONTROL IS ALWAYS IN ACCORDANCE WITH THE CITY'S EROSION AND SEDIMENT CONTROL STANDARDS. 6. COVER ALL AREAS THAT WILL BE UNWORKED FOR MORE THAN SEVEN DAYS DURING THE DRY SEASON OR TWO DAYS DURING THE WET SEASON WITH STRAW, WOOD FIBER MULCH, COMPOST, PLASTIC SHEETING OR EQUIVALENT. 7. STABILIZE ALL AREAS THAT REACH FINAL GRADE WITHIN SEVEN DAYS. 8. SEED OR SOD ANY AREAS TO REMAIN UNWORKED FOR MORE THAN 30 DAYS. 9. UPON COMPLETION OF THE PROJECT, ALL DISTURBED AREAS MUST BE STABILIZED AND BMPS REMOVED IF APPROPRIATE. AS-BUIL T I I CONSTRUCTION RECORD DRAWING I HPH I &1521 I 1 Dvnln sn.Nen m: ¢E�Imxnu4uauxmnueven T MEET, RACT MDUE IN, AN TED CAMEMF.C. t v,1 MEASURES &HUMAN RECURRENCE MORE J MEASUREMENTS, REACH, GRADE AM SURFACE A "STREET I ANDS MMOMMUSE AT IT M�TUMC9�DC�EM�MENTM�UMCHLMMFMEMS�T�E�ESTML��E��M�M�W V. AN MAM SOeANCE, wUMsro�ruo. Puxuxo — +7C 0xi'umuiim STABILIZED CONSi0.UCTON ENTRANCE GAZ 9/28/2018 :45 h AN 20 ft MIT 4 KC MIN RANGE DAMON .a...�a.A...TED .. NUMMULMOCI WrMX�gMMB'llUWlll��Mlr GUIDANCE 3� ASIAN N A IS VAST BE RANGED ME NAME SENATE RESEARCH A I MAN TOM MARTIN M. I EVENCE WORD I SAVE I COMPLETION' OulAnNrtx PUBLICIVORKS PLASTIC COVERING GAZ ~N9/28MI91 :45 • • 1 Know what's below. Call before you dig. WRHCAL: NAw CAP 111=20' HORIZONTALNAD198L1931 DATUM ONE INCH AT NI IMEINC I IFNOTME INCH SCALE ACCORDINCIY HORIZONTAL GRAPHIC SCALE 20 10 0 10 20 1 inc� MONTEVERDI CITY OF ACCORDA RENTON Planning/Building/Public Works Dept. mayinrrp n. ASA ITERC MIT 4 KC MIN RANGE DAMON .a...�a.A...TED .. NUMMULMOCI WrMX�gMMB'llUWlll��Mlr GUIDANCE 3� ASIAN N A IS VAST BE RANGED ME NAME SENATE RESEARCH A I MAN TOM MARTIN M. I EVENCE WORD I SAVE I COMPLETION' OulAnNrtx PUBLICIVORKS PLASTIC COVERING GAZ ~N9/28MI91 :45 • • 1 Know what's below. Call before you dig. WRHCAL: NAw CAP 111=20' HORIZONTALNAD198L1931 DATUM ONE INCH AT NI IMEINC I IFNOTME INCH SCALE ACCORDINCIY HORIZONTAL GRAPHIC SCALE 20 10 0 10 20 1 inc� MONTEVERDI CITY OF ACCORDA RENTON Planning/Building/Public Works Dept. mayinrrp n. ASA ITERC • • 1 Know what's below. Call before you dig. WRHCAL: NAw CAP 111=20' HORIZONTALNAD198L1931 DATUM ONE INCH AT NI IMEINC I IFNOTME INCH SCALE ACCORDINCIY HORIZONTAL GRAPHIC SCALE 20 10 0 10 20 1 inc� MONTEVERDI CITY OF ACCORDA RENTON Planning/Building/Public Works Dept. mayinrrp n. ASA ITERC �,) eu.0 .e.v — �wS10.IN -N it6.b OPYNY[WOPRS GTCH Bf31N INSERT GAZ 9/2012013 I :45 .� PEPNOMo-xT .wmm. �eIT iNF � �xloe �n4 w 9 -416203 IN COMPLIANCE WITH CITY OF RENTON STANDARDSHEET. OF CENTRAL ISLAND SHORT PLAT s-is-zozl 3413 NE 7TH STREET FELOBDDN: RENTON, WA 98056 ""DE' OFA NC No TESC AND TREE REMOVAL EC1 PLAN AND DETAILS 6s a SIERRA R N N O O 0 a a J i� 7 -416203 IN COMPLIANCE WITH CITY OF RENTON STANDARDSHEET. OF CENTRAL ISLAND SHORT PLAT s-is-zozl 3413 NE 7TH STREET FELOBDDN: RENTON, WA 98056 ""DE' OFA NC No TESC AND TREE REMOVAL EC1 PLAN AND DETAILS 6s a SIERRA R N N O O 0 a a J i� 7 N — — TYPE 1 RIM=39: P — IWPVC W BO OIL b DLU 0 _ ~ S _ ■ PD 38264 IS w SEE54' IE NE 771,4 STR SD SO SD SAWCUT LINE 2 8 a o =,s S RIM- d 3 a^ PVC wesT 37 MATC S" PVC EAST 37 27EXISTIN I— PSTftIRunON POLE o Q I2' DIA. W00D W/ m J U.G. COMMITS y a -1/2' DIA. PVC T 0 N O 2 Z Q STREETFRONTAGE IMPROVEMENTS' J STREETFRONTAGEIMPROVEMENTS; U) HAVE BEEN INSTALLED & INSPECTED J AS PART OF U15005689. Q 38S, ZPERMEABLE PAVEMENT: 1. PERMEABLE PAVEMENT HAS BEENI LU INSTALLED & INSPECTED AS PART OF', U U15005689. 2. PERMEABLE PAVEMENT SHALL BE! CLEANED TO THE SATISFACTION OF xa9 THE CITY OF RENTON PUBLIC WORKS - LLI INSPECTOR. W as LOT 2: LOT 2 SHALL TAKE ACCESS OFF OF THE EMERGENCY TURNAROUND TRACT VIA A RESIDENTIAL DRIVEWAY. NO PARKING SHALL BE PERMITTED WITHIN TRACT A. h ------------------- 4, E z° Q a u N i 0 i E FOUND 1/2'REBANA- o - CAP (TEA LS/983A/10358) r ____ d __ M P BE G �, Land Planning • Civil Engineering 5130 South 166th Lane SeaTac, WA 98188 T (206) 229-6422 SSMH K''38'J�73 a" pvc WEST = 3n.7D' SD B p SOUTH = 77.79' SD b SD 1 3 R=300.00' LOT 1 R=300.001% (7,01 DELTA: HOUSE n Jes B LOT2 (7,018 SQ. FT) 4' UTILITY EA; :Z7 0. �N AON ______ ___.'0ry7 e LOT 3 (9,2�7 SQ. F) o_ 7ary • JO :J O. �9 , 0' 'E 1'CATCH BA9 — — e389.10' DIP T) SOUTREkT - 38710' IS TOM = 266.84'i STGNM MANH�ME W 'A' RIM=389.81' S' DIP 76 NORTHWEST = 386.70'IS 12" CPP TO WEST = 38357'IS DAM STA=10+43 (10' LT & 10' RT) Elas386.16 (BOTTOM) STA=119+53 (10' LT & 10' RT) �E_L-385.66 (BOTTOM) �&A=10+63 (10' LT & 10' RT) E4.a385.16 (BOTTOM) STA=10+73 0O' LT & 10' RT) EL=384.66 (BOTTOM) STA=10+83 00' LT & 10' RT) EL=384.16 (BOTTOM) STA=10+93 (10' LT & 10' RT) -EL=383.66 (BOTTOM) STA=11+03 00' LT & 10' RT) EL=383.32(BOTTOM) STA=11+18 (16.5' LT & 10' RT) 4" DI WATER (SEE SHEET WA1) EL=382.82 (BOTTOM) STA=11+41 (42' LT & 10' RT) EL=382.33 (BOTTOM) STA=11+64 01' LT & 10' RT) 8" PVE SEWER (SEE SHEET SS1) EL=381.84 (BOTTOM) STA=11+87 (10' LT & 10' RT) CHECK DAM (TYP) EL=381.34 (BOTTOM) STA=12+10 00' LT & 10' RT) r-FOUND 5/8" REBAR h CAP (APE LS #29293) 0]1' EAST FROM FREE LINE. T JOB NO. ROW CENTERLINE NE 7TH STREET 13' 8' 5' 3.5' 10' 2, PLANTER STRIP SIDEWALK 1, 0.5' VERTICA SAWCUT 1F_5% • 4:1 OR FLATER 4" HMA 2" CRUSHED SURFACING TOP COURSE(CSTC) 6" CRUSHED ROCK 4" CEMENT CONCRETE SIDEWALK CEMENT CONCRETE TRAFFIC PER CDR STD. PLAN 102 CURB 8 GUTTER PER COR STD. PLAN 101 4" SANDY PLANTING SOIL � EX. 8" PVC SEWER NE 7TH ST. — TYPICAL SECTION SCALE: NONE 4" POROUS CL-Y" HMA WITH KEVLAR FIBERS - (PG 70-22 POLYMER MODIFIED) 2" CHOKER COURSE - (SEE NOTES ON SHEET 2 OF 8) z ' • • .y. 07• •l •-••T •n a1. •l .ID REDUCE STRUCTURAL PROBLEMS ASSOCIATED WITH SUBGRADE 1..�0��u��{rs •EROSION•SLOPES,N THE . AND BELOW SHALL BE APPROXIMATELY EVERY SIX INCHES (0.5') OF ELEVATION — DISTANCE BETWEEN BERMS WILL VARY DEPENDING ON SLOPE BUT TRACT "A" VARIES - 22' TO 24' w 1= � zi z DO O 0) O PVT. ACCESS ROAD a w N 4" POROUS CL Y2" HMA WITH KEVLAR FIBERS J C6 N & TEL (PG 70-22 POLYMER MODIFIED) rn GAS 10' MIN. C4 b 4" DI WATER w QO 2" CHOKER COURSE POWER (SEE NOTES ON SHEET 2 OF 8) Cf 12" ROCK RESERVOIR COURSE PERMEABLE BLAST 8" PVC SEWER (SEE NOTES ON SHEET 2 OF 8) EXISTING NON -COMPACTED NON -WOVEN GEOTEXTILE ALONG BOTTOM SCARIFIED SUBGRADE & SIDES PER WSDOT SECTION 9M3.21(1) LONGITUDINAL SLOPE TABLE 3 (SEE GEOTEXTILE NOTES ON SHEET 2 OF 8) (5% MAX.) PVT. ACCESS ROAD — TYPICAL SECTION CHECKDAM SCALE: NONE Y EXISTING NON -COMPACTED 12" ROCK RESERVOIR COURSE SCARIFIED SUBGRADE PERMEABLE BLAST (SEE NOTES ON SHEET 2 OF 8) NON -WOVEN GEOTEXTILE ALONG BOTTOM & SIDES PER WSDOT SECTION 9-33.21(1) TABLE 3 (SEE GEOTEXTILE NOTES ON SHEET 2 OF 8) PERVIOUS PAVEMENT CHECK DAM DETAIL SCALE: NONE REFERENCE 2012 DOE SMMW W - FIGURE 5.3.6 40 40 40 39 39 38 38 38 37 37 36 36 36 VERTICAL GRAPHIC SCALE 10 5 0 5 10 11 inch � HORIZONTAL GRAPHIC SCALE 20 10 0 10 20 inch - 20 ft u Know what's below. Call before you dig. N O O O O 1 _O Q Q J N N O O O O roll CONSTRUCTION NOTES: (D CONSTRUCT PERMEABLE PAVEMENT PER TYPICAL SECTION THIS SHEET Q CONSTRUCT 18' WIDE DRIVEWAY ENTRANCE PER DETAIL ON SHEET DT1 Q CONSTRUCT 20' WIDE DRIVEWAY ENTRANCE PER DETAIL ON SHEET DT1 ® 8' WIDE PLANTER STRIP WITH SOD. PLANT EASTERN REDBUD, 408 (CERCIS CANADENSIS) (2" CALIPER). SEE LANDSCAPE PLAN FOR MORE DETAILS 404 O INSTALL MAILBOX PER CDR STD. PLAN H027, H028 & H029. CONTRACTOR 400 TO COORDINATE WITH POST OFFICE FOR ACTUAL LOCATION AND APPROVAL 396 ©CONSTRUCT 4" THICK CEMENT CONCRETE SIDEWALK PER CDR STD. PLAN 102 392 Q CONSTRUCT 5' WIDE ASPHALT RAMP (12:1 SLOPE MAX.) 388 WITH TRUNCATED DOOM 384 ® CONSTRUCT ASPHALT WEDGE AND MATCH EXISTING Q UTILITY TRENCH (POWER & COMMUNICATIONS). CONTRACTOR TO 380 COORDINATE WITH UTILITY PROVIDERS FOR CONDUIT TYPE & SIZE 376 CONSTRUCT CEMENT CONCRETE TRAFFIC CURB PER COR STD. PLAN 101 372 4nl me'JE EXISTING )ANTER ME 368 O2 INSTALL "NO PARKING FIRE LANE" SIGN PRIOR TO SHORT PLAT 364 RECORDING R-416204 360 IN COMPLIANCE WITH CITY OF RENTON STANDARDS Q 9+80 10+00 10+20 10+40 10+60 10+80 11+00 11+20 11+40 11+60 11+80 12+00 12+20 12+40 PVT. ACCESS - PROFILE AS -BOIL NERTICAL: NAM 1966 111=20' HORD:OMALNADINOAM1 DATUM BONE INLH AT NI IEINC E ME I IF NOT CORDING SCALE ACCORDINGLY CITY OF URI RENTON Planning/Building/Public Works Dept. J IY 0 CENTRAL ISLAND SHORT PLAT E481 Q 3413 NE 7TH STREET cn RENTON, WA 98056 J Q ROADWAY / DRAINAGE N, PROFILE AND SECTIONS - - PEE5 salD }�D -`-- 5 EAST,- 362.64' IEO ME V= 382,54' IHE omBfT3' W - WW - NE 7TMSTRET e'G377 IOQ tO SD - 'SD e' RVC S001X = 3]])91 SD SD-�SD-LU `RBA •38j pS S S S Seer S Q 8 8' PPVVC �EAST i3337R7.2q7 N DISTR-IBUTON PE 12' DuKDD W/ UGCONDUITS PCJ 3-1/2' pAV Fa a� Z Q J z LLI U -------------- 0 PIT IT IT ----- ED ED a v'B u O x E ED IL CL CL // FOUND 1/2- REPAIR A - CAP (iCA LS(9634/10356) - - - - - x CFT `4 I I Land Planning IT Civil Engineering 5130 South 166th Lane SeaTac, WA 98188 T (206) 229-6422 a EX. 8. SEWER an lap NC 1, 71.95' 8" SS CLEAN OUT PIT LOT 1 ]ECL o (7,012 SQ. FT) ]HOUSEEX. HOUSE TO REMAIN I PVGH'SEE(VER j76-LF 8" ER .385\ R 188 @ O. -. 6' O ENC I I 18.93' 55'02"E .YL" s TRACT'A' (5,4125Q. FT) � a. 11 LF 6"SIDESI"ZV�R 0 STUB 2.0% @ 4n m PER STD. PLAN 406.1 } LOT 2 (7,018 SQ. FT) FEE= 385.00 ( ° 4' U ITN CNQCNBCNI h ° 8I"� LEAN OUT1 -,____°oi PER S .PLAN 403.1 _ _ ye ------------ rt all FFE- 383.00 F LOT3 lL (9,2 75Q. Fn 7° 3 ea J s, ems, a IIPE ITCATCH 6w;r-- - - SANITARY SEWER NOTES AND SPECIFICATIONS: aM=.l6TO = 36J.10' IE 3° DIP i0 1. ALL WORK AND WORK MATERIAL SHALL BE IN CONFORMANCE WITH THE STANDARDS AND SPECIFICATIONS OF THE CITY OF 286,84AST BO = 2M.Ba' RENTON PLANNING/BUILDING/PUBLIC WORKS DEPARTMENT AND THE LATEST EDITION OF THE STANDARDS AND __ W W STANDARD PLAINS SPECIFICATIONS, AS APPROVED AND MODIFIED BY THE CITY OF RENTON IN THE RENTON STANDARD PLANS 8 TRIM MANHOLE SPECIFICATIONS. A SET OF APPROVED PLANS SHALL BE KEPT ON SITE AT ALL TIMES DURING CONSTRUCTION. RIM=}D9 6f 6• DIP i6 EST = 366.JD' 12" TO WEST NTST = 381]' IE 2. THE HOURS OF WORK IN THE STREET RIGHT OF WAY SHALL BE PER CITY SPECIFICATIONS WEEKDAYS UNLESS OTHERWISE EonN aM - }a2.o5' APPROVED IN WRITING BY THE PLANNING/BUILDING/PUBLIC WORKS DEPARTMENT. AN APPROVED TRAFFIC CONTROL PLAN ' - MUST BE OBTAINED PRIOR TO BEGINNING ANY WORK WITHIN PUBLIC RIGHT OF WAY. 8" N/A3TER pp 3. ALL LOCATIONS OF EXISTING UTILITIES SHOWN ARE APPROXIMATE AND IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE TRUE AND CORRECT LOCATION SO AS TO AVOID DAMAGE OR DISTURBANCE. - - _ t 4. A PRE -CONSTRUCTION CONFERENCE AND A 24 HOUR NOTICE SHALL BE REQUIRED PRIOR TO STARTING NEW CONSTRUCTION. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO SECURE ALL NECESSARY PERMITS PRIOR TO STARTING CONSTRUCTION. d rc (INSPECTION WILL BE ACCOMPLISHED BY A REPRESENTATIVE OF THE CITY OF RENTON). IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE PUBLIC WORKS INSPECTOR 24 HOURS IN ADVANCE OF BACKFILLING ALL CONSTRUCTION. - - 5. CONTRACTOR IS SOLELY RESPONSIBLE FOR THE MEANS, METHODS AND SEQUENCES OF CONSTRUCTION AND FOR THE __ - SAFETY OF WORKERS AND OTHERS ON THE CONSTRUCTION SITE. 1434 6. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO OBTAIN STREET USE AND ANY OTHER RELATED PERMITS PRIOR 1441 TO ANY CONSTRUCTION. --- ]. PLANS APPROVED BY THE CITY OF RENTON, PUBLIC WORKS DEPARTMENT SHALL TAKE PRECEDENCE OVER ALL OTHER PLANS. KiI 8. A COPY OF THESE APPROVED PLANS MUST BE ON THE JOB SITE WHENEVER CONSTRUCTION IS IN PROGRESS. ----_, 9. THE CONTRACTOR SHALL PROVIDE THE CITY OF RENTON WITH AN AS -BUILT DRAWING OF THE SANITARY SEWER SYSTEM, WHICH HAS BEEN STAMPED AND SIGNED BY A LICENSED PROFESSIONAL ENGINEER OR LICENSED PROFESSIONAL SURVEYOR. 10. BACKFILL SHALL BE PLACED EQUALLY ON BOTH SIDES OF THE PIPE IN LAVERS WITH A LOOSE AVERAGE DEPTH OF 6INCHES, MAXIMUM DEPTH OF 8INCHES, THOROUGHLY TAMPING EACH LAYER TO 95 PERCENT OF MAXIMUM DENSITY. THESE COMPACTED LAYERS MUST EXTEND FOR ONE PIPE DIAMETER ON EACH SIDE OF THE PIPE OR TO THE SIDE OF THE TRENCH. MATERIALS TO COMPLETE THE FILL OVER PIPE SHALL BE THE SAME AS DESCRIBED. 11. OPEN CUT ROAD CROSSINGS FOR UTILITY TRENCHES ON EXISTING TRAVELED ROADWAY SHALL BE BACKFILLED WITH CRUSHED ROCK AND MECHANICALLY COMPACTED UNLESS OTHERWISE APPROVED BY THE CITY OF RENTON PUBLIC WORK DEPARTMENT. 12. DATUM FOR VERTICAL CONTROL SHALL BE NORTH AMERICAN VERTICAL DATUM 1988 METERS, AND FOR HORIZONTAL 5' CONTROL SHALL BE NORTH AMERICAN DATUM 1983/1991 METERS UNLESS OTHERWISE APPROVED BY THE CITY OF RENTON PUBLIC WORKS DEPARTMENT. REFERENCE BENCHMARK AND ELEVATIONS ARE NOTED ON THE PLANS. 13. ALL DISTURBED AREAS SHALL BE SEEDED AND MULCHED OR OTHERWISE STABILIZED TO THE SATISFACTION OF THE DEPARTMENT FOR THE PREVENTION OF ON -SITE EROSION AFTER THE COMPLETION OF CONSTRUCTION. 14. ALL PIPE AND APPURTENANCES SHALL BE LAID ON A PROPERLY PREPARED FOUNDATION IN ACCORDANCE WITH THE 8" SS CLEAN OUT STANDARDS AND SPECIFICATIONS OF THE CITY OF RENTON PLANNING/BUILDING/PUBLIC WORKS DEPARTMENT AND THE PER STD. PLAN 403.1 LATEST EDITION OF THE WSDOT/APWA STANDARDS AND SPECIFICATIONS AS APPROVED AND MODIFIED BY THE CITY OF RENTON IN THE RENTON STANDARD PLANS 8 SPECIFICATIONS. THIS SHALL INCLUDE NECESSARY LEVELING OF THE TRENCH BOTTOM OR THE TOP OF THE FOUNDATION MATERIAL, AS WELL AS PLACEMENT AND COMPACTION OF REQUIRED BEDDING MATERIAL, TO UNIFORM GRADE SO THAT THE ENTIRE LENGTH OF THE PIPE WILL BE SUPPORTED ON A UNIFORMLY DENSE, UNYIELDING BASE. PIPE BEDDING SHALL PEA GRAVEL 61NCHES ABOVE AND BELOW PIPE. 15. SANITARY SEWER PIPE SHALL BE POLYVINYL CHLORIDE (PVC) RUBBER GASKETED ASTM D 3034, SDR 35, OR DUCTILE IRON 4" WATER CLASS 50, UNLESS OTHERWISE APPROVED BY THE WASTEWATER UTILITY. SEE SHEET WAi 16. IN UNIMPROVED AREAS, MANHOLE TO EXTEND MINIMUM 61NCHES AND MAXIMUM 12 INCHES ABOVE FINISHED GRADE OR MUST HAVE MINIMUM T DIAMETER CONCRETE RING POURED AT GRADE. IN PAVED AREA, COVER MUST SLOPE IN ALL DIRECTIONS TO MATCH PAVING. Net 1a STEAM n RNME 31 lEm"'¢YR" �'-N' gnNEiEIT 2-0 O00 1 NO sEEv ql BUT me Wz uou ,B_n nnml R. Pytt RMb�T ar T ecLASS10.1/r SIHALT •S• $MD DOR 5/B' EXPA A E 6W FICANI III.' B- MI I ETAL W DA) am re• r 13--vr v_ sr IRw mxc AHn cnwR . WMD g By ME p0(@ A, Dn1 am B� BRevU+xn emB»al a Aweo+n Lau.L oew ar m�xL U • amB n r. L Ar�.�o uo �`E`wro.E°u.ss''='�.Mo.°Pw n�or:c mom smww- mi OUT CWM'afORAOR6NRY DEPARTMENT O MAIN 0 1 0 Know what's below, Call before you dig. w EX. 8' CLEAN OUT DID _....... Of EX. SSMH.. _. ..RIM-362.29 400 STA 10+06.87, (1.7 RT) FINISH GRADE vIM EX. RIM-388.73 EX. IE(N)=377.79 @ PVT. ACCESS EX. GROUND 8" CLEAN OUT W CENTERLINE @ PVT. ACCESS RIM=383.87 .CENTERLINE.. 8 CLEAN OUT STA 12+29.36 (3.0' RT) 390 RIM=382.73-383.06 ----- -- IE=379.55380 N 0 88 W w EX. 8' SEWER 1478-LF 8' PVC @ 0.50% 4" WATER _ m. + 370 8" WATER _. N F.cTi. EX. GROUND @ PVT. ACCESS FINISH GRADE @PVT. ACCESS .......CENTERLINE. CENTERLINE 360 w' nio n EO1n tp O' o a o O E Mi �n m p aJ'. Ct CO rn I'll. . fMID'.Ip ,n 10 > M M C. vi EO M'.N TO �W �IW �W �M �W �� �� �TO W 00W M M, MM n� nM MM Mm MM MM MM MM nM ^.n 0 10+00 10+20 10+40 10+60 10+80 11+00 11+20 11+40 11+60 11+80 12+00 12+20 12+40 12+40 CAP (PPS IDS #29293) 071 EAST FROM HORIZONTAL GRAPHIC SCALE VERTICAL GRAPHIC SCALE FENCE UNE. 20 10 0 10 20 10 5 0 5 10 ---_T 11 inch � 11 inch � JOB NO. AS-BU/L T VERTICAL: RAPID DW 1"=20' HORNONTALNAD19OWlWl DATUM BONE INCH AT FULL I IF NOT ONE INCH SCALEACCORDINGLY CITY OF RENTON Planning/Building/Public Works Dept. I';_-M QE MET ME.._. _.._ ana MmN a NmEM 1 Er SENTEEPT MEN 7 n "I ME SEE ME \E�NEE�a7 ]� o SEMEN W pi II MEN PENN �MaLIN MEN. TIME" MPI ME " aE TV MAN `151 FM Nn», w I _ AEMM wa �M [wYi. via MNI :.a MAN aa.rR Lu yrMr IN vuaw Em mnnawuwwv Emory WIN - SEE IN A WE, W MET'M ME y= F (EXTREME(EXTREMEoA*IM INTENT, EMMET cnEL®rcMUN 11 mruwsamL-wum rm., muc Er[a,[ 'a FFEENED[mvnw X MEW MEN Nrr, 'M A KIM MEPER APPERMAR l WI L ENTME NEMESES c AT Nwrrnuu ® m "011 v ME Eart m,Enaw STEEL M,SEE ME MNE EW; i o� i 4�uMearE fa I M, MEN a ssmwE ATsmart uEa Ea ' MET SPINnE MUST MME OEvnaw NMxNa N�aM MANDARD SEWER Sra.RIN-�E PUBML ® NSTALL INSTALLATION DEPAWMENT PROM (SEWFq MAIN TO PROPERTY NNE) MAIN I I�ucu Mr yam BRCN u Nmm � i ..................... 0 \:a,M,NMLrM rrr ��;,••-Bn•AL wi.: c'"'m�ew Lj�Ea..N tNv it am�rta.M= m'Mm 4 • I lv em w.N, av, ru,�xnA'�MAnoO I '"°"SEMI wwM M. nw EM �ENTENTM,. a><Er eNn Me .,rM•..r I mow. A vmN awr MEN - CPT II MET 1W11I I TvalmlINI Bmar mmas(mEM M M.Nam Ea"M1. AH..«,mN m.mm BP EmAM. M ..E...m.K MM am mM,.w ". oaa awm.N wMN EEMS AIM AmM , .BM".Ho m,w ia" V. SWEET MEN M „ALLUP L Ma.aE EE AT Maw NNMElMM N M TMEMME .ALNTErtr �. MEET IN ME-, B5HIAUL I EST, NOT MEN NRs MEESE TETTENE'.T.'"aa:<M MAIWCAEAR MWAINEEN TIE mm I'MENTr, ME PIT T-r r'T NTE1 M EMPIRE R SfANNSTALI �3 ® POEenmvroxIN ' TION IAIN ENT TO PRO. (SEWER MAIN TO PROPERTY NNE) �.. N O O O rn _ IN COMPLIANCE WITH CITY OF RENTON STANDARDS Q J a Of O U) 0 ENE CENTRAL ISLAND SHORT PLAT E D8-15-2021 z 3413 NE 7TH STREET Cn FIELDBWN RENTON, WA 98056 PAGE. J OPENING Na. SEWER PLAN AND PROFILE SS1 AND DETAILS wo SHEET 8 E 1 mix suaD yD- N IRA=3e5.55' SAWCUT R PATCHING ASPHALT%PAVEMENT co 2' cPP TO EAST 38264IS PER CDR STD. I°LAN H032.1. f ,A, W _ PVC i0 NEUi= 38254' IE �_/ i�B'�'p� SSMH - 6 M BT.TT W w / I1,7 a7 I I7G w' �+IM-MW73� r l O m O_' NE 8" PVC MEET - 3)] )D' SO — SD 0 1B ED — ED e' RIVE soxTH = 3D.)S' ' SD SD SD SD ILU -5 38-5,— s.�-.. saa.� 8' P' — - 8' P Lfl J a a0 O N � >- 0 Z Q J 1n J Q H z LU 0 LU w W 2 W SSMH, }BN83' � Q EAST EAST }p.D' DISWIBUT0N MM 12" CIA. WO'JD W/ D.C. CONDUITS 3-1/2- DIA PVC E 0 a 3 1 i 0 EE i 0 FIND 1/2- REBAR &- CAP QCA LS996S/10}56) PC E P GG� Mi Land Planning R Civil Engineering 5130 South 166th Lane SeaTac, WA 98188 T (206) 229-6422 CONC. DRWY LOT (7,012 SQ. PT) HOUSE 3 EX. HOUSE f TO REMAIN 12.5 LF 8" EX. 8. „-DTI I DD sq5 i I TRACT 'TAFm (5,4I2 SQ. FT) 1" RESIDENTIAL METER UNDER SEPARATE PERMIT LOT (7,018 SQ. FO ro /; 0 ry o ASTILITY ,eASEMENI 7 ------------ ------------- RESIDENTIAL METE UNDER SEPARATE FERMI AOT3 (9,277 SQ. FO j o / 0. E S'CATCH BA I ry%7 q2 IP TO 1H AST = SAP 10 TOM = 286.84i STORM MAMIDLEE W RIM-389 GP B' DIP TO NORTHWEST - JM 12' CPS i0 WEST = 3033 1 8" DI 52 a� 204 LF 4" DI CL 52 WATER FITTING DATA O STA 9+83, 4' RT O STA 10+29, 8.54' LT CONNECT TO EX. 8" DI 1-8"x6" TEE (MJxFL) 1-8"x8' WET TAPPING (MJxFL) 1-6" GATE VALVE (FLxMJ) 1-8" GATE VALVE (FLxMJ) 1-8"x4" REDUCER (FLxMJ) 1-CONCRETE THRUST BLOCK 14" GATE VALVE (FLxMJ) 1-FIRE HYD. ASSY (RAJ) O2 STA 9+97, 4' RT 5 LF 6" D.I. 1-8'xe"x45" BEND (RAJ) 1-CONCRETE THRUST BLOCK 1-CONCRETE THRUST BLOCK O STA 12+33, 7' LT O STA 10+8.50, 8.3' LT 14" CAP &PLUG (RAJ) 1-8'xe"x45" BEND (RAJ) 1-2" BLOW -OFF ASSY. (STD PLAN 340.1) 1-CONCRETE THRUST BLOCK 1-CONCRETE THRUST BLOCK WATER PLAN GENERAL NDTRS Smdad Plan NIA WO L ALL WORKAND MATERNISSNALL WIN ACCORDANCE WITH WE LATEST EDITION OFTHEOTY OF RENTON PUBLIC WORKS STANDARD SPECIFICATIONS AND SPECIAL PROWSIONS AND WSDOT/ APWA STANDARD SPECIFICATIONS, LATEST EDRION AS AMENDED "THE CITY OF RENTON. A SETOFF CRYAPPINi PLANS SHALL BE KEPTATMEAMSPE WHET RCONSTRUCDON G IM PROGRESS. A PRE{CMSTRUCDON CONFERENCESHALLBE HEIR PRIOR TO THESTARTOF CONSTRUCTION. THE CIXITMROR AND OR DEVELOPER SHALL BE RESPONSIBLE FOR SECURING ALL NECESSARY PERMITS PRIOR TO CONSTRUCTION. 2. kME IMMIMIUS ALLREMAININMRVICCDURINGCONSTRMIONUNIF_SSOMERWLSENOTED. TNECOHDNRORSNALL GU3-R 2C5555TOVMIFYUTIUTYLOLATONSBEFOREBEGINNINGM% VATM)N. 3.ALLRLUMLSUSEDFORTHECMN RUMONOFWATERSYSTEMIMPROVEMENISSHALLBENEWANDUNONAAGEO,MD 'GTAIDG CUTS FOR ALL MATERIALS SIULL BE APPROVED IN WRITING BY WE CITY OF RENTON PRICK TO HANGING ANY MATERIALSON-ATE. 4. ALL WATER MAIN PIPE MATERIALS SMALL BE CEMENT UNED DUCMF IRON PIPE, THICYHESS CUSS 52 PER AW WAC V it MD NM. PIPE POINTS SHALL BE MSH-0N OR MECHANICAL JOINT. G IRONORDUCIILLIROTIPIMFIRING55HALLBECIA69MM PER AN51/AWWAC110/M1.304Q. ALLOUCTILE IRON PIPE AND FITTINGS SHUMBE WRAPPED WITH LMILBI RfflE-TYPE, POLYETLYIENE PWSIIC PER AW WAMMWMMRDS. 5. MINIMUM COVER FROM TOP OF WAUR MMMTO FINISHED GRADE SHALL BE M INCHES FOR PIPE DIAMETR OF 1O1 ORIFSS RNDUINdFSROR PIPE DMIMETEROF 14MDURGER. M IMUMCOVERMRALLWATERMNHSSMA KWINMM AWY IATMMMUUBEAPPROVEDBYTNECITYOFRENJONPRMRTOCONSMUMON. WHETS lMLT1YLONFLIC150[NR, MEPROFILEOFTHEWATERMAINSHALLBEADIUSI MNECESSMYTOCLEARMNFU MDTOPRMMMINIMUMCOVER. PIPE DEFLECTION SHALL NOT EMCEED ONE-HALF OF PIPE MANUFACTURER'S SPECIFICATION FORSDE OF PIPE USED. ALLTR BACKFILLSMALL BE COMPACTIMT095 PERCENT MAXIMUM DRY DENSRYAS DETERMINED BYTHE WMFIED PROCrORTEST METHOD (MOD) IN ROADWAYS, RO LOWAYSHOUIDERS, ROADWAY PRISM AND DRIVEWAMAND IS PERCENT MEND IN UNPAVED AREAS. AUPIPE20NECOMPACDONSHUNLSE9511000. & CONCRETE BLOCKING FOR WATER MAINS SHALL BE DESIGNED, INSTALLEOAND POURED IN PLACE INACCORDANO WTIH MOP RENTON STANDARD DETAILS AND SPECIFICATIONS AND SHALL BE INSTALLED AT ALLVER L AND HORUMTAL BENDS, FITTINGS ANDBASEOFHYDRANR. MEGA-Ui(OR SIMILAR PRODUCT) MAYBE REQUIRED ON ALL MEOIANIGLJOIN6 IN AD IDN TO CONCRETE BLOCKING. 2. ALL NEW WATER MAIN PIPES AND FITTINGS SHALL HAVE A FOAM PIPE PIG RUN THROUGH THEM PRIOR TO BEING FLUSHED, DISINFECTED, AND TESTED. CLEANING. PRESSURE AND PURRYTESTNG SHALL BE DONE INTHE PRESENCEOFAND UNDERME SUPERVISION OF CRY OF RENTON UDIEIY INSPECTOR. ME CONTRACTOR SHALL SUPPLY, INSTALL AND REMOVE PLUGS, CORPORATION STOPS, BLOW-0FF ASSEMBLIES, AND THRUST RESTRAINT / HOCKING FOR TESTING AND PURT'ACCEPTANCE. NO CONNECTION SHALL BE MADE BETWEEN ME NEW MAIN OR BETWEEN THE NEW WEPTAV VALVE TO AN !EMITTING MAIN UNTIL THE NEW PI PING HAS BEEN FOAM -PIGGED, DRINFECTED, FLU SHED, AND PASSED BOLA PRESSURE AND MR"TESITNG. 0. NEW WATER MAINS INCLUDING SERMCE LATERALS SHALL BE TESTED AT A STATE PRESSURE OF 150 PSI ABOVE WORKING PRESSURE WITH A MINIMUM OF 225 PA TEST PRESSURE FOR UO MINUTES WITH A MAXIMUM OF 5 PR PRESSURE DROP WRING ME ENTIRE TEST PERIOD. UPON SAW FACTORY COMNETION OF ME PRESSURE TEST, ME UNE SHALL BE DENP OMD, FLUSHED, AND MEN WATER SAMPLES SHALL BE TAKEN FOR PURRY TESTING BYME PUBLIC WOR16INSPECTOR. 9. ME CONTRACTOR SHAM NOTIFY ME CRY OF RENTON WATER UMETY AND MAINTENANCE DEPARTMENTS AT LEAST 30 WORKING DAYS PRIOR TO MAKING C NERIOM M ME OISDNG WATER SYSTEM. ME CONTRACTOR SHALL DPOSFMF OUSTING WATER MAIN AND FITTINGS AT ME CONNECTION POINT BEFORE ORDERING THE NECESSARY ADAPTORS AND FITTINGS REQUIRED FOR THEFINALCONNECRON. THECONTMCTOR SHALL EACAVATE, REMOVE ALL SURFACEMATERIAL MO PR VIDESHORINGAND RLLMATERNIS REQUIRED FORME CRYOF RENTON TO PERFORM THE CONNECTION TOMEWS MWATER SYSTEM. ME CONTRACTOR SHALL PROVIDE AND INSTALL BACKRU. CONCRETE BLOCKING, AND COMPLETE SURFACE RESTMIADON. PLAN - 900A PUBLIC WORKS DEPARTMENT WATER PLAN (N6JERAL NOTES MARCH 2O10 _., 410 MI 400 U F OU FINISH GRADE Olw @ PVT. ACCESS EX. GROUND z x Z CENTERLINE @ PVT. ACCESS — 1— CENTERLINE o _. 390 cli ( 380 w L 23 LF 8 DI CL_52..... -- 3 a iD w EX. 8" SEWER W 12.5 LF 8" DI CL 52 P 370-- 14 LF 8"DI CL 52 PROVIDE 1.01 CLEARANCE : EX. GROUND @ 360 - m, 350'-- +40 9+80 10+00 10+20 10 10+60 FWND 5/8- REBAR & CAP RAPS IS E29293) HORIZONTAL GRAPHIC SCALE VERPCAL GRAPHIC SCALE 0.71'EAST MOM 20 10 0 10 20 10 5 0 5 10 FENCE UNE -----T---- 1 inch = 20 fl. 1 inch = 10 fl. JOB NO. I A REVISED PER FIELD REQUESTED HPH M2 _.... .._ 380 8" PVC SEWER LF 4 DI CL 52_.. 370 PVT. ACCESS FINISH GRADE @ PVT. ACCESS CENTERLINE CENTERLINE... 360 oa � MMCCI Mm m Mm ch Mm Mm „lm Mon M.. 350 10+80 11+00 11+20 11+40 11+60 11+80 12+00 12+20 12+40 VENTICAL: NAVD 1988 HORRONTALNADS8611991 (i DATUM BONE IN H� Ai NI LL $OPLP I IF NOTONE INCH SCPIEACCOROINGLY AS -BUILT CITY OF RENTON Planning/Building/Public Works Dept. • 1 D Know what's below. Call before you dig. W-416201 R-416206 W H 11 II N CD N C) CD r Q Q J N N C) O C) 0) r 74 ral IN COMPLIANCE WITH CITY OF RENTON STANDARDS Q J CL O U) 0 CENTRAL ISLAND SHORT PLAT 8E15-2021 J 3413 NE 7TH STREET U) FELDBWK RENTON, WA 98056 PAGE: ORAMrvc xO WA1 WATER PLAN AND PROFILE AND NOTES W SHEET: OF: s s c C r F '< Z N N V O O O O 5 T r O Lu Q n rr O r) z Q U) Q rr z Lu U d� W W 2 ADDITIONAL TREES (MINIMUM 2 INCH CALIPER) SHALL BE INCLUDED ON LOT 3 TO COMPLY WITH MINIMUM TREE DENSITY REQUIREMENTS.THIS SHALL BE VERIFIED BY THE CURRENT PLANNING PROJECT MANAGER AT THE TIME OF BUILDING PERMIT APPLICATION. C. CA \ \ 0946' _ ' 94.63' , — — — —— - ---------------fi---- rn'v-r------- Q p W I � i I L- m o C-) Z, m m o - D Ln �U)N\ �Trc; —� �"'„ State of Washington registered Landscape Architect Pe ri Peterson certificate no. 1222 206 .41i 1.g545 7104 265th St NN #218 Stanwood, N4 Q82l f2 www.rootoFdes ign.con� 1 ADDITIONAL TREE (MINIMUM 2 INCH CALIPER) SHALL BE INCLUDED ON LOT 2 TO COMPLY WITH MINIMUM TREE DENSITY ;) TREES ARE REQUIRED ON LOT 1 REQUIREMENTS.THIS )UIREMENTS. A MINIMUM OF FOUR (4) SHALL BE VERIFIED BY THE CURRENT PLANNING N LOT 3 TO COMPLY WITH TREE PROJECT MANAGER AT 3. THE TIME OF UILDING � PERMIT APPL CATION. I / I 3 106.25'CA - i 00 %CO 00 1. �CA;rn) 00 00 I I �,, �,, V o r �O (D cs . QLQ� �LQ INSTALL GROUNDCOVERS AS SPECIFIED TOP DRESSING FERTILIZER AS SPECIFIED ,MULCH. VERIFY SAUCER SCORE ROOTBALL PLANTING FERTILIZER 3 PLACES TO 1/2" DEPTH AROUND ROOTBALL INSTALL 1" ABOVE BACKFILL W/ CONTAINER DEPTH APPROVED TTOPSOIL PLAN VIEW OF SPACING TYPICAL GROUNDCOVER PLANTING DETAIL 0 20 40 1"=20' PLASTIC TREE TIES C TREE STAKE ROOTBALL TRUNK TREE STAKE DRWY. 2"0 WOOD STAKE, STAKES SHOULD BE LOCATED OUTSIDE OF ROOTBALL ROOT FLARE SHALL BE LOCATED ABOVE GROUND LINE 3" MULCH LAYER, KEEP AWAY FROM TREE TRUNK 3" WATER BASIN SCARIFY SIDE & BOTTOM OF PLANTING PIT TO ALLOW FOR ROOT PENETRATION CONCRETE SIDEWALK 3ECOMPACT SUBGRADE TO PREVENT SETTLING NOTES: 1. TREE PIT SHALL NOT BE LESS 4. TREE STAKES PERPENDICULAR THAN (3) TIMES ROOT BALL DIA. TO THE PREVAILING WIND 2. CUT ALL TIES AND FOLD BACK BURLAP 5. PLANT TREES 2" HIGHER THAN FROM UPPER 1/3 OF ROOT BALL DEPTH GROWN IN NURSERY 3. REMOVE ALL PLASTIC AND TWINE TYPICAL DECIDUOUS TREE PLANTING DETAIL NITS NTS JOB NO. NO. I I r+m m Z* V N u rn* 00 ------� 0 NoN o, PqZ O) O W0 z 80 feet LANb5CAn �L 8,6J5 SUKVtYtu: �ANn5CAF� Q 3,12,20 DESIGNED: LANn5CAF� Q 11.18.20 LANb5CAF� KJ 1215.20 DRAWN: LANP5CM 2P 01,14,21 CHECKED: APPROVED: REVISION BY I DATE APPR REMOVE BURLAP & TWINE OFF TOP 1/3 OF ROOTBALL PLANT SCHEDULE TREES BOTANICAL / GOMMON NAME SIZE QTY Acer polmatum / Japanese Maple 4' Ht. I + Parrotia persica / Persian Parrotia 2'Ga1 2 Prunus serrulata 'Mt. Fuji' / Japanese Flowering Cherry 2'Ga1 2 Styrax japonicus / Japanese Snowbell 2'Ga1 4 SHRUBS BOTANIGAL / GOMMON NAME SIZE QTY 0 Azalea x / Azalea 1.5' Ht. I o Ilex crenato 'Sky Pencil' / Sky Pencil Japanese Holly 5 gal 60 0 Nandina domestica 'Gulf Stream' TM / Heavenly Bamboo 2 gal II Pennisetum orientate / Oriental Fountain Grass 2 gal 15 (Pieris japonica / Lily of the \/alley Bush 5' Ht. 2 O Rhododendron x 'Ramapo' / Ramapo Rhododendron 3 gal 6 0 Thuja occidentalis 'Smaragd' / Emerald Green Arborvitae 4' Ht. 3 0 Viburnum tinus / Arrowwood 2'-4' Ht. 3 GROUND GO\/ERS BOTANIGAL / GOMMON NAME SIZE SPAGING QTY Assorted Variety 4"pot 16" o.c. 176 Ground cover to be a mixture of Spanish Lavender, Rock Gress, and Golden Spikemoss Gaultheria shallop / Salal 4"pot 16" o.c. 46 Vinca minor 'Bowles Blue'/ Dwarf Periwinkle 4"pot 16" o.c. 31-147 LANDSCAPE NOTES I. CONTRACTOR SHALL BE RESPONSIBLE FOR FAMILIARIZING THEMSELVES WITH ALL OTHER SITE IMPROVEMENTS AND CONDITIONS PRIOR TO STARTING LANDSCAPE WORK. 2. CONTRACTOR SHALL USE CAUTION WHILE EXCAVATING TO AVOID DISTURBING ANY UTILITIES ENCOUNTERED. CONTRACTOR IS TO PROMPTLY ADVISE OWNER OF ANY DISTURBED UTILITIES. LOCATION SERVICE PHONE 1-500-424-5555 3. CONTRACTOR SHALL BE RESPONSIBLE FOR COMPUTING SPECIFIC QUANTITIES OF GROUND COVERS AND PLANT MATERIALS UTILIZING ON -CENTER SPACING FOR PLANTS AS STATED ON THE LANDSCAPE PLAN AND MINIMUM PLANTING DISTANCES AS SPECIFIED BELOW IN THESE NOTES. 4. CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING THE QUANTITIES OF PLANTS THAT ARE REPRESENTED BY SYMBOLS ON THE DRAWINGS. 5. 5UB6RADE 15 TO BE WITHIN 1/10" OF ONE FOOT AS PROVIDED BY OTHERS. ALL PLANTING AREAS TO BE CLEARED OF ALL CONSTRUCTION MATERIAL AND ROCKS AND STICKS LARGER THAN 2" DIAMETER. 6. 6" DEPTH TOPSOIL IN BED AREAS AND 4" IN ALL LAWN AREAS. 7. 2" DEPTH BARK IN ALL BED AREAS 6. ALL PLANT MATERIAL SHALL BE FERTILIZED WITH AGRO TRANSPLANT FERTILIZER 4-2-2 PER MANUFACTURER'S SPECIFICATIONS. 9. ALL PLANT MATERIAL SHALL CONFORM TO AAN STANDARDS FOR NURSERY STOCK, LATEST EDITION. ANY REPLACEMENTS MADE AT ONCE. A. GENERAL: ALL PLANT MATERIAL FURNISHED SHALL BE HEALTHY REPRESENTATIVES, TYPICAL OF THEIR SPECIES OF VARIETY AND SHALL HAVE A NORMAL GROWTH HABIT. THEY SHALL BE FULL, WELL BRANCHED, WELL PROPORTIONED, AND HAVE A VIGOROUS, WELL DEVELOPED ROOT SYSTEM. ALL PLANTS SHALL BE HARDY UNDER CLIMATIC CONDITIONS SIMILAR TO THOSE IN THE LOCALITY OF THE PROJECT. B. TREES, SHRUBS, AND GROUND COVER: QUANTITIES, SPECIES, AND VARIETIES, SIZES AND CONDITIONS AS -Ali 3-4" MULCH SHOWN ON THE PLANTING PLAN. PLANTS TO BE HEALTHY, VIGOROUS, WELL FOLIATED WHEN IN LEAF. FREE OF d DISEASE, INJURY, INSECTS, DECAY, HARMFUL DEFECTS, AND ALL WEEDS. NO SUBSTITUTIONS SHALL FINISH GRADE MADE WITHOUT WRITTEN APPROVAL FROM LANDSCAPE ARCHITECT OR OWNER. d leo 10. NO PERMANENT IRRIGATION SYSTEM IS PROPOSED. TREES LOCATED ON THE PROPOSED LOT WILL BE IRRIGATED BY FUTURE d HOME OWNERS. LANDSCAPE STRIP PLANT MATERIAL IS CONSIDERED 100% DROUGHT TOLERANT AND SHALL BE PROVIDED TEMPORARY IRRIGATION FOR THE FIRST TWO (2) YEARS. BREAK SIDES & / r BOTTOMS OF PLANTING PIT TO ALLOW FOR R-416209 ROOT PENETRATION RECOMPACT SUBGRADE IN COMPLIANCE WITH CITY OF RENTON STANDARDS BELOW ROOT BALL TO ENSURE THAT ROOT FLARE WILL NOT SETTLE CURRENT PLANNING BELOW GROUND LINE Angelea Weihs 07/23/2019 TYPICAL SHRUB PLANTING DETAIL NTS SCALE: ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/1991 DATUM s CITY OF RENTON Planning/Building/Public Works Dept. CENTRAL ISLAND SHORT PLAT 3413 NE 7TH STREET FIELDBOOK: RENTON, WA 98056 1 PAGE: LANDSCAPE PLAN F96 rn T C) C) O N O O T Q J O cn r) z Q 0 J a OF: z 9 Lu 0