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NW 1/4. NW 1144, SEC. 204, TWP-23 N.. RGE. 5 E., W M. LEGAL DESCRIPTION THE LAND REFERRED TO HEREIN BEL OW /5 SITUA TED IN THE COUNTY OF KING; STA TE OF WASHINGTON AND /S DESCRIBED AS FOLL 0#5. - THA T PORTION OF THE BEL OW -DESCRIBED PARCEL "A " DESCRIBED AS FOLL OWS.- BEGINNING A T A POINT OPPOSITE HIGHWA Y ENGINEER 5 STA TION (HER£/NAFT£R REFERRED TO AS HES) 369* 17*/- ON THE SR 405 LINE SURWY OF SR 4050 SR 515 WC. TO S. 67H ST. WC AND 512.01 FEET EASTERL Y THEREFROM SAID POINT BEING ON THE EASTERL Y BOUNDARY OF SAID PARCEL "A ; THENCE NESTER! Y TO A POINT OPPOSITE HES J68*50.32 OW SAID LINE SURVEY AND 221.15 FEET EASTERL Y THEREFROk THENCE NORTHER! Y TO A POINT OPPOSITE HES 369* 13.54 ON SAID LINE SURVEY AND 220.06 FEET EASTERL Y THEREFROk' THENCE NORTHER! Y AL ONG A CURVE TO THE LEFT HA WNG A RADIUS OF 2103.46 FEET AND AN ARC DISTANCE OF 563.97 FEET TO A POINT 6PPO-97E HES J74*37. 72 ON SAID LINE SURVEY AND 202.34 FEET EASTERL Y THEREFROM/ ANO THE NOR THERL Y LINE OF SAID SEC 776 20,• THENCE EASTERL Y AL CNG SAID NOR NEAL Y LINE TO A POINT OPPOSITE HES 374*54.58 AND 445.03 FEET EASTERL Y THEREFROM/, SAID POINT BEING ON THE NESTER! Y LINE OF CEDAR A kfNUE 5011 7H; THENCE 50tTHERL Y AL ONG SAID NESTERL Y LINE TO THE POINT OF BEGINNING. PARCEL A" THAT PORT/DN OF THE HENRY H, TAB/N 96WA TIOW LAND CLAIM N0. 37, IN SECTION 20, TOWIVVSH/P 23 NORTH, RANGE 5 EAST, W.Ms /N KING COUNTY, WASHINGTON, LYING SOIUTHERL Y AND NESTER! Y OF THE PLAT OF HIGHLAND ADDITION TO THE TOWJV OF RENTON AND THE NEST LINE THEREOF EXTENDED SOUTH, ACCORDING TO THE PLA T THEREOF RECORDED IN VOL UME 17 OF PLA T5, OW PAGE 321 IN KING COUNTY, WASHINGTON; AND THA T PORTION OF THE NORTHNEST QUARTER OF THE NORTHNEST QUARTER (60kfRNMENT LOT 1) OF SECnOW 20* TO#NSH/P 23 NORTH, RANGE 5 £AST, W.M, /N KING COUNTY, WASH/NGTON, LYING NOR THERL Y OF PUGET SOUND POMER AND LIGHT COMPANY 5 TRANSMISSION RIGHT -OF WA Y AND EAST OF PRIMARY STA TE HIGHWAY N0. 1 (SR 405), DESCRIBED AS FOLL 0#5. - BEGINNING AT THE INTERSECTION OF THE NORTH LINE OF SAID SECTION 20, WTH THE NEST LINE OF SAID PLAT, ;WICH PONT /S NARTH 89:59 27" #fST 1, 386.85 FEET FROU THE NARTH QUARTER CORNER OF SAID SEC TOW,• THENCE 50tTH 0179 35 " WEST AL 6 W THE NEST LINE OF SAID PLA T AND SAID LINE PRODUCED SOUTHERL Y 973.04 FEET TO THE NO?THERL Y LINE OF PUGET SOUND PONER AND LIGHT CO/PANY 5 TRANSMISSION RIGHT -6F WA Y,• THENCE NORTH 67113'41 " NEST 4 71. 66 FEET TO THE EASTERL Y LINE OF PRIMARY STA TE HIGHWA Y NO. /* THENCE NOR THERL Y AL ONG SAID HIGHWA Y TO 1HE NORTH LINE OF SAID SECTOW,• THENCE SOUTH 89 59 27 " EAST AL OWG SAID NORTH LINE 316.54 FEET TO THE POVNT OF BEGINNING. THE SPECIFIC DETAILS CONCERNING ALL OF THE ABOVE LEGAL DESCR/PIONS ARE TO BE FOUND ON SHEETS 6 AND 7 OF THAT CERTAIN PLAN ENTITLED SR 405, SR 515 WC. TO 5. 61H ST. WC., NOW OF RECORD AND ON FILE IN THE OFFICE OF THE WASHINGTON SECRETARY OF TRANSPORTA TON A T OL YMP/A, WASHINGTON AND BEARING A DA TE 6F APPROVAL OF MA Y 24, 2007. SITUA TE IN THE CITY oi - RENTON, COUNTY OF KING, STA TE OF WASHINGTON. DATUM NAW) 88 A 9 S/S OF BEARINGS N8959251W ALONG THE NORTH LINE OF THE NORTHII£ST QUARTER OF S£CTON 20 B£TN£EN THE FOUND NORTH AUARTER CORNER AND THE FOUND SECT/ON CORNER PER RECORD OF SURW r RECORDED UNDER RECORDING NUMBER 2000101012900001. BENCHMARKS. CITY OF RENTON BENCHMARK NUMBER 418 BRASS PIN /N CONCRETE MONUMENT L DCA TED A T THE INTERSECT/ON OF SOUTH 7TH STREET AND REN TOW A VfNUE SOUTH. EL EVA TION 30580 (93.210M) MERLINO LAND DEVELOPMENT CO., INC. RENTON, WASHINGTON NOTES 1. ALL TITLE /NFORMA T1 SIV SHOWY ON THIS MAP HAS BEEN EXTRACTED FROM FIDELITY NA TONAL T/TLE INSURANCE COMPANY TTLE POLICY NO. WA -FBMC-IMP-27WAG14-1-14-20368801, DA TED MARCH 7, 2014. IN PREPARING THIS MAP, CORE DES16N. INC. HAS CONDUCTED NO INDEPENDENT T/TLE SEARCH NOIR IS CORE D£SIGYV, INC. AWARE OF ANY TITLE ISSUES AFFECTING THE SURVEYED PROPERTY OTHER THAN THOSE SHOMIV OW THE MAP. 2. THIS SURW2rY REPRESENTS 14.98LE PHYSICAL IMPROVEMENT COVDITOVS EXISTING OW APRIL B 2005 ALL SURW r CONTROL INDICA TED AS "FOUND" WAS R'CO kfRED FOR THIS PROXCT IN APRIL, 2005 3. PROPERTY AREA = 160, 943.1 S011ARE FEET (3.69471 ACRES). 4. ALL DISTANCES ARE IN FEET. 5. THIS /S A FIELD TRA W2rRS£ SUR W2rY. A 56KXA RPE SECOND COMBINED ELECTRO N/C TOTAL 5 T T/ON WAS USED TO MEASURE THE ANGULAR AND DISTANCE RELATIONSHIPS BETNEEN THE COWTROLL/NG MOWUMENTA TION AS SHOW CL OSURE RA TOS OF THE TRA W2rRSE MET OQ EXCEEDED THOSE SPECIFIED /N WAC 332-130-090. ALL DIS TANCE MEASURING INSTRUMENTS AND EQUIPMENT HAS BEEN MAINTAINED IN ADvVSTMENT ACCORDING TO THE MANUFACTURERS SPEC/F/CA TIONS WITHIN ONE YEAR OF THE DA TE OF THIS SURVEY. 6. UTILITIES OTHER THAN THOSE SHO N V .MA Y EXIST ON THIS S/ 7f. OWL Y THOSE UTL/TIES NITH EWDENCE OF THEIR INS TALLA 776 VISIBLE A T GROUND SURFACE ARE SHO WV HEREON. UNDERGROUND UTILITY L OCA TIONS SHOOV ARE APPROXIMA TE OWL Y. UNDERGROUND CONNECTIONS ARE SHONIV AS STRAIGHT LINES BETHEEN SURFACE UTILITY L OCA TIONS BUT MAY COWTA/N BENDS OR CURW EES NOT SHOMV.. SOME UNDERGROUND L OCA TIONS SHOW HEREON MA Y HA W BEEN TAKEN FROM/ PUBLIC RECORDS. CORE DESIGN ASSUMES NO LIABIL /TY FOP THE ACCURACY 6F PUBLIC REC6 P95. 7. A PORTION OF THE CONTOUR INFORMA TIOW SH01W HEREON (DASHED) IS BASED 6W FIELD SUR ff AS PROVIDED 8Y CH2M HILL IN NOWMBER 2009. CORE DESIGN ASSUMES NO LIABILITY FOR THE ACCURACY OF /NFORMA TOW PROVIDED 8Y CH2M HILL. UTIL17Y CONTA CTS ELEC7AYaTY/JVA 7l1RAL GAS` SENCRAN ITR PUGET SOUND ENERGY CITY OF RENTON P 0 80X 97034 1055 S GRADY WAY BELLEVIIE, WASHINGTON 98009 RENTON, WA 98057 1-800-321-7890 425-430-7234 CA&r..- ROAD AND GRADING PLAN COM/CAST ROAD AND GRADING DETAILS 14870 NE 95TH STREET ROAD AND GRADING DETAILS REDMONO, WASHINGTON 98052 STORM DRAIN PLAN AND PROFILES 1-877-824-2288 VA &Z T SECTIONS AND DETAILS DECISION THE MERINO SWIOPT PLAT AND EXCEPTIOW THROUGH MUD/F/CAT/AN, FILE NO. LUA14-000568; £CF, �1 PL -A, MAD /S APPROW2rD SUMCT TO MEET/NG THE FOLLONING MITIGATION MEASURES. - 1. THE APPLICANT SHALL CO&PL Y KITH THE SEPA MITGAXW MEASURES THEY ARE AS FOLL ONS` a PROLE'CT /S SUB„ L'CT TO BOTH ICICLE CREEK ENGINEERS INC., GEOTECHNICAL ENGINEERING SERWCES REPORTS DA TED APRIL 23, 2014, INCL UDYNG BUT NOT LIM/TED T0.• i THE APPLICANT SHALL BE REOUIREO TO REGARD AN THE FACE OF THE SHORT PLAT PLAN THAT THE REAR YARD BUILDING SETBACK, FAR ALL STRUCTURES, SHALL BE A MINIMUM DISTANCE OF 25 FEET FROM THE ENGINEERED PROTECTED 20'E ALONG THE NEST PROPERTY LINES OF ALL SEVEN LOTS. ii THE APPLICANT SHALL BE REQUIRED TO RECOPD OW THE FACE OF THE SHORT PLAT PLAN THAT THE SIDE YARD BUILDING SETBACK FROM/ THE PO?TION OF THE ENGINEERED FILL SL OFF AREA TO THE NORTH OF LOT 1 AND TO THE SOUTH OF LOT 7 SHALL BE 10 FEET FAR ALL STRUCTURES THE APRICANT SHALL BE REQUIRED TO SL16HTL Y BERMIGRADE THE NEST EDGE OF THE PLATEAU AT THE CREST OF THE ENGINEERED SLOPE TO PR£WNT SURFACE WATER RUNOFF ONTO THE SL APE FROM! THE PLATEAU. 2. THE APPLICANT SHALL MAKE A NOTE OW THE FACE Or THE SHORT PLAT THAT STATES THAT THE RFNVFORCED SGML SL APS (RSS) WAS EVAL UA TED FAR SL OPE STABIL/TY FAR RESIDENCFS (TYPICAL TW -STORY, #VW -FRAME CONSTRUCTION) ANL Y. ADDIT16WAL STRUCTURES SHOULD B£ EVALUATED FAR SL APE STABILITY. 3. CORES OF WASHINGTON STATE DEPARTMENT AF TRANSPOR IAT/OW: 5 (#.SOOT) INSPECTOR DA It Y REPORTS AND ALL MATERIAL TESTING REPORTS FROM/ THE ORIGINAL PRMCT ARE REQUIRED TO BE SUBMITTED MITH THE GIW! PLANS 4 A CURRENT TAPOG'RAPHIC SIRW2rY, STAMPED BY A PR6FES90WAL LAND SIJR; YOP, NIL! BE REOUIRED TO BF SUB1/ITTEO KITH THE C/WL PLANS. 5. NO W£GETA )ION /N THE PROTECTED SL OPE AREAS SHOULD BE CUT DONlV OR 07HERMSE REMO; 0 DURING CANSTRVCTIAN OF THE SHORT PLAT IMPROWMENTS, OTHER THAN THOSE DIRECT! Y TIED TO THE CANSTRUCT/AN OF THE CUL -DE-SAC ROAD IMPROVEMENTS 6. THE APPLICANT SHALL BE REQUIRED TO CREAT£ A H6WTO)OVERS' ASSOCIATION (HOA) NITH SHARED RESPONSIBILITY FOR BASIC TREE AND kf6;ITATIOW MAINTENANCE OF NAT1W GROWTH PROTECTION EASEMENT O kfR PORTIONS OF TRACT A, INCLUDING PROTECTED SL OWES A DRAFT OF THE DOCUMENT(S) SHALL BE SUBJW//TTED TO THE CURRENT PLANNING PROXCT MANAGER FO? RENEW AND APPROVAL PRIOR TO THE RECORDING OF THE SHORT PLAT. 7. A NV0Q, SPLIT -RAIL FENCE SHALL BE COWSTRUCTED ALOWG THE SOUTH BOUNDARY OF CATEGORY 3 STREAM BUFFER. THE FENCE SHALL BE COWSTRUCTED PRIOR TO RECOPD/NG THE SHORT PLA T. A REQUIREMENT TO MAINTAIN THE FENCE BY A HOI/EM WERS' ASSOCIATON SHALL BE PLACED ON THE FACE OF THE SHORT PLAT. OWNER AI£RL/NO LANO 0£VEL AAAIENT CO., INC 5050 IST A 5, 5U11T 101 S£ATTL£, WASHINGTON 98108 (206) 999-8874 ENG/NEER/SURVEYOR PLANNER/LANDSCAPE 064E D£S✓G7V INC. 14711 N.E. 29TH PLACE, SU/TE 101 B£LL£Vl/E, WASH/NGTON 98007 (425) 885-7877 CONTACT.- Sx/ER/ MURATA, P.£.- ENGINEER RGP£RT D. NEST, P.L.S.- SURVFYGW LAFE B. HERMANSEN - PLANNER ADJACENTLAND USE NARTH - S/NCLE FA MIL Y RES/D£NIIAL EAST - S/Nl,YE FAM/L Y R£S/O£NDAL SAUTH - VACANT NEST - STATEHIGHWA Y/405 T E.S. C. SUPER VISOR TZID SITE S TA TIS TICS TOTAL SITE AREA: PROPOSED USE - NO. OF L OTS.• PROPOSED DENSITY PERMITTED DENSITY EXISTING ZONING: CRITICAL AREAS - RIGHT OF WAY DEDICA TION.- SEISMIC DESIGN CATEGORY STRUCTURAL DESIGN CRITERIA: PARCEL NUMBER: VEST/NG DATE OCTOBER 3 2014 160, 943* SF. (J.69 ACRES) DETACHED- SINGLE FA MIL Y 7 * OWE TRACT 6.67 D. U./AC. 8 D. U./AC. R-8 103, 440 Sr 8,190 Sr D .SEE STRUCTURAL PLANS 202305"4 LOT COMB/NAT/ON SHEETINDEX C1.01 TITLE SHEET C1.02 SITE MAP C2.01 EROSION CONTROL PLAN C2. X EROSION CONTROL NOTES C2.32 EROSION CONTROL DETAILS C3.01 ROAD AND GRADING PLAN C3.31 ROAD AND GRADING DETAILS C3.32 ROAD AND GRADING DETAILS 04.01 STORM DRAIN PLAN AND PROFILES 04.31 VA &Z T SECTIONS AND DETAILS C4.32 STORM DRAINAGE DETAIL S C5.01 SEER/WA TER PLAN AND PROFILES C5.31 WA TER DETAIL S C5.32 SE#ff DETAILS L2.01 LANDSCAPE PLAN L2. X LANDSCAPE SCHEDULE & DETAILS 8 I3RD 8T I I I -- \ 8 4TH ST � Q 8 STN 8 8 6TW 8 8 STN BT �jv�y' ' r Q 8 ITN ST W z O 8 STH 8r 8 10TH ST SITE (-F--� VICIN17YMAP ll � SCALE- 1 ` 2010't A L OT COMB/NA TIOW MERGING THE TNb UNDERL PING APIs 2023059085 WAS RECORDED IN NOICMBER 2014 UNDER REC120141114010240. PERMITNUMVER UTILITIES. U14-005777 BUILDING: 815-000896 R-382301 IN COMPLIANCE WITH C17YOFRENTON STANDARDS BY i DATE: -' • BY: DATE: 1 8 Y: DATE: BY: ��„ ,'�{r(� DATE: "� ®r ( '- I- , -d 1 0 't� C.- - -2 -w �;' . 0N • .�''i �.�'GS • 'ham` �d � '�• O • H: N c, m zz .t at CD 0 0, R D 0 -D D® �C cn D z jm 7o T. ji z m m 0 D a Z z c, m zz CD 0 0, co h �= c C14 CC a�X Q Z Q 4 L cil N h ,` 00 ' z z hQD C� Q 9 c Z �mC-4 U Li 0 z Z D Q v� O o Li Z CL w C) • W a z oc W W Q w z 01 ol 01 Q Z SHEET OF C�, Os W D 0 -D D® �C cn D z jm 7o T. ji z m m 0 D L D z c, m zz CD 0 z �= c p c� Q Z Q ,,. -4 v cil q z Q � m '74-- aD U Li 0 D v� O o Li w > Q w a_ 01 ol 01 Q SHEET OF C�, Os 16 PROJECT NUMBER 04.139M D 0 -D D® �C cn D z jm 7o T. ji z m m 0 D L D z c, m zz CD 0 z �= c o cil m z m m 0 D D 0 -D D® �C cn D z jm 7o T. ji z m m 0 D D m CD 0 O o ,- NW 1/4. NW 114, SEC, 20. 7WP-23 N., RGE. 5 E.. W M. 17 20 FOUND NORTH QUARTER CORNER i �� CITY OF REN TON CONTROL POINT NO. 415 1 1/2" BRASS DISK -1804160000�� -" .- ` ,- 3 .1 V O cA i r- 6 `' a \ `� ► KU;. NU ZU11v�uZ000Ss� W:. o x,112 S.F. I I S.F. I I ro,ro 52 ± S.F. — v I I ro,595 - S.F. I I 1,080 - SF. I I 1 \ ( I + �- ��, . �„�' I I I I i I �7'f4C� I► 1 t 4 1 X221400281 �I LLj c N OD v J v CD » > RSCALE: 1 = 40Z Go 0 20 40 80 FOUND SECTION CORNER 3" BRASS DISK IN 3" CONC. MONUMENT DA TUM 1+7TW, 0DOWN 0.7 IN CASE NAND 88 19 .BASIS OF.AYEARINGS N89 59 25 "W ALONG IH£ NORTH LINE OF THE NOR)HIIWST OUARTER OF 5£C170N 20 B£TNEEN THE FOUND NORTH QUARTER CORNER AND THE FOUND 5EC77ON CORNER PER RECORD OF SURNEY RECORDED UNDER R£CORD/NG NUMBER 2000101012900001. BENCHMARKS CITY OF R£NTON BENCHMARK NUMBER 418 BRASS PIN IN CONCRETE MOWMENT L OCA 1.0 A T THE INTERSECTION OF SOUTH 7TH STREET AND RENTOV AVENUE SOUTH. ELEVA TION 305.80 (93.210M) NOTES 1. THE 74V PARCELS UND£RL PING APNs 202305-9085 AND 00720-0194 HA W MERGED PER L OT C6WbVAA X R£C.120141114O0240 R-382302 IN COMPLIANCE WITH CITY OFRENTON STANDARDS j BY.- &j DATE: BY.- DATE: BY.- DATE: BY: DATE: Y] Q � f �a ••P � v z `o4k Y] 7 • � z ') =� z 5= Q W � v z �m z n� CD CD CD W o W a Q Z cli 'z � z y - O rn h � v 0 co W 0- a a0 < Q h SHEET OF 04 16 PROJECT NUMBER 04.139M a� a v a z co q) 0 .� DN It z Q 7 • � z ') =� z 5= Q W � v z �m 1 n� CD CD CD W z Q W a Q Z cli 'z Z w z W 7 • � z ') =� z 5= Q 46�� v � -a �m 1 n� CD CD CD n z Q � a Q °D cli 'z m z LZ m rn Q � v 7 • � z ') =� z 5= Q c � -a �m 1 n� CD CD CD n -ilet >1 CD �r �y 'z m z W m rn Q d cn Q D 0 0- DDc < Q SHEET OF C-1.02 16 PROJECT NUMBER 04.139M 7 • � z ') =� z 5= c D o� �m 1 n� CD CD CD n -ilet >1 CD �r �y 'z m z W m rn m cn D 0 DDc D D n oC7 n 0 ocn o • oz CI = O 0 n- Jz z m m O D D o� oz 1 n� CD CD CD n -ilet >1 CD �r �y 010 N W D T n 0 0 m �°73 D DDc < 7 NW.114. NW 1/4. SEC. 20., TWF 23 N. RGE, 5 E.. W M. 17% •,,20 FOUND NORTH QUARTER CORNER CITY OF RENTON CONTROL POINT NO. 415 1 1/2" BRASS DISK Go FOUND SECTION CORNER 3" BRASS DISK IN 3" CONC. MONUMENT % 20 DOWN 0.7' IN CASE 18 u 19 SCALE: 1" = 40' a 20 .o 80 NOTES 1. THIS PLAN /S FAR MOR/( OCCURRING MA Y IST - SEPT. 30TH. ANY #VRI( BEYOND SEPT. 30TH KL REQUIRE A MET HEATHER PLAN APPROWD BY THE C/TY OF R£NTAN. 2. TURBIDITY Lf kfL OF TREA TED WA TER LEA VING S/ TE MUST NOT EXCEED 25 NTUs ph LEVEL MUST BE BETM£EN A MIN OF 6.5 AND A MAX OF 8.5. 3. S#PPP TO BE ANSITE DURING CONSTRUCTIAN LEGEND Q Z ..... . ON � ROCK CHECK DAA/ c M z CCWSTRUCTIAN ACCESS Q m LIMITS OF CLEARING FIL TER FABRIC FENCE x o0 INTERCEPTOR SWALE —>— Q Z -d � ROCK CHECK DAA/ c M z FIL TER FABRIC PROTECTION Q m o°. o0 z p ao 00 W m 0 00 a w ct p O clq Cie DA TUM CL 0.- 0 x ci OF 04 16 0~0 . NAW 88 W >0 z BASIS OF BEARINGS m Z z N89 59 25 "W ALONG THE NORTH LINE OF THE NORTHM£ST QUARTER OF SECTION 20 BE7WEN Q TH£ FOUND NORTH QUARTER CORNER AND THE FOUND SECIIOW CORNER PER RECORD OF --' SURWY RECORDED UNDER RECORDING NUMBER 2000101012900401. z a C) • BENCHMARKS W � z CITY OF R£NTON BENCHMARK NUMBER 418 BRASS PIN /N CONCRETE M6WUMENT °i L 0 C TED A T THE INT£RSECTIAN OF SOUTH 7TH STREET ui Wui AND REN TON A WNUE SAUTH z ELEYA IION 305.80 (9J 216W) C� z W R-381303 /N COMPL/ANCE WITH C/TY OFRENTON STANDARDS BY: DATE: B Y: DATE: BY: DATE: B Y: DATE: a %4 Z� v �4 2 v WJ Dha V W�� Q Die OZ 2cz, k Z OW oLQ Iz LLJ Q z Q U Ld0 ry Q Z -d Ld z c Q Z Q Q m o0 z Q z o° m 0 v Iz LLJ Q z Q U Ld0 ry . Q � -d Ld z c o o m o0 z m z o° m m a w ct CL O D o Q SHEET ci OF 02. 0.1 16 PROJECT NUMBER 04139M . z � z z c o o m o0 z m z o° m m 0 D n D C7 o Q m o° D o� ci m LL 0 0 0 m m c -i 0 N N v m N v m CD v Ln LuLu 0 m 0 0 0 N EROS/ON CONTROL NOTES 1. ALL WOiRK AND MATERIALS SHALL BE IN ACCORDANCE W in CITY Of RENTOV STANDARDS ANO SPECIFICATIONS AND APW4/4540T 2012 STANDARD SP£CIFICA TONS FOUR ROAD, BRIO AND MUNICIPAL C6WS7RUCT16W A COPY OF THE CITY OF RENTON STANDARD SP£CIFICATIOrVS AND DETAILS SHALL BE 6W -SITE AT ALL 77MES. 2. ALL L 0CA71ONS OF EXISTING UTILITIES SHO WV HEREON HA VE BEEN ESTABLISHED BY FIELD SURVEY OR 0,6TA/NE0 FROM A VAILABLE RECORDS AND SHOULD THEREFORE BE CONSIDERED APFROXIMA TE AND NOT NFCFSSARIL Y COMPLETE. IT /S THE SOLE RESPOWSIBILITY OF THE CONTRACTOR TO INDEPENDENT! Y VTRIFY THE ACCURACY OF ALL UTILITY LOCATIONS SHOMN AND TO FURTHER DISCOVER AND AVOID ANY OTHER UTILITIES NOT SHOMV HEREON #RICH MA Y BE AFFECTED BY THE IMPLEMENTA TION OF THIS PLAN. THE COWTRA C7OR SHALL CONTACT THE UNDERGROUND U77LIl7ES L OCA T/OW SERVICE (1-800-424-5555) A T LEAST 48 HOURS PR/OR TO COWSTRUCTION. THE ONVER OR HIS REPRESENTA TINE AND THE ENGINEER SHALL BE COWTACTED IMMEDIA TEL Y IF A CONFLICT EXISTS. 3. THE CONTRACTOR SHALL COORDINATE W TH THE APPROPRIATE UTILITY C6MPAN/ES F5' CAPPING, ABANOOW/NG, AND/DR REL OCA TING AFFECTED WATER SANITARY SE1R, GAS, POWER, T£L£PH01N£, AND CAB!£ T V. PR/OR TO GRADING AC77VIl7ES. 4. A C6PY OF THESE APPR0VED PLANS AND CITY OF REN76W STANDARD SPECIF/CA TIONS AND DETAILS MUST BE ON THE JOB SITE ;W6NEV£R CON5TiRUC770N /S IN PROGRESS. 5. APPROVAL OF THIS PLAN /5 FOR THE ER0516W/SEDIMENTA TION CONTROL FACIL IBES 6k Y. IT DOES NOT C6 VS77TVTE AN APPROVAL OF THE STORM DRAINAGE DES/GN, NOR SIZE OR L OCA 776W OF PIPES* R£STRICTORS, CHANNELS OR DETENT16W FACILITIES. 6 ALL GROUND CODER OUTSIDE CLEARING LIMITS SHALL REMAIN UNDISTURBED. SPECIAL PROTECTIVE' FENCING MAY BE REQUIRED IN CERTAIN AREAS. PRIOR TO MA55 CLEARING OF THE SITE, CLEARING LIMITS AND IN/TIAL FRO516W CONTROL MEASURES SHALL BE INSPECTED BY THE CITY. 7 ALL REQUIRED EROSION/SEDIMENTA TION CONTROL FACILITIES MUST BE CONSTRUCTED AND IN OPERA T16 PRIOR TO ANY LAND CLEARING AND/OR OTHER CONSTRUCnOW TO INSURE THAT SEDIMENT -LADEN WA TER DOLS NOT ENTER THE NATURAL DRAINAGE SYSTEM OR DAMAGE DOWNSTREAM PROPERTIES. ALL EROSION/SEDIMENTATION CO) VTROL FACILITIES SHALL BE MAINTAINED IN A 5A TISFACTOR Y C6WDIT16W UNTIL SUCH TIME THA T CLEARING AND/OR CONSTRUCTION /5 COMPLETED AND THE POT£NnAL FOR OV -SITE EROS16W HAS PASSED. IMPLEMENTA TION, MAINTENANCE, REPLACEMENT AND ADDITIONS TO THE EROSION/SEDIMENTA TIOW CONTROL FACILITIES SHALL BE THE RESPONSIBILITY OF THE PERMITTEE. REFER TO THE CONSTRUCTIOV SEQUENCE, FOR ADDIl76NAL DETAILS. 8. THE EROSION/SEDIMENTATION CONTROL FACILITIES DEPICTED ON THIS DRAiWNG ARE INTEN0E0 TO BE MINIMUM REQUIREMENTS TO MEET ANTICIPATED SITE CO) &T16WS. A5 CONSTRUCTION PROGRESSES AND UNEXPECTED OR SEASONAL CONDITIONS DICTA IE; THE PERMITTEE SHOULD AN77CIPA TE THA T MORE EROSION/SEDIMENTATION CONTROL FACILITIES MA Y BE NECESSARY TO INSURE COUPLET£ SIL TATIOW CONTRA ON THE SIT£. DURING THE COURSE OF CONSTRUCTION, IT SHALL BE THE 0&16A X ANO RESPOWS/BILITY OF THE PERMITTEE TO ADDRESS ANY NEW C6 WDIT16WS THA T MA Y BE CREA TED BY HIS ACTIVITIES AND TO PROVIDE ADDITIONAL FACILITIES, OVER AND ABOVE' MINIMUM REQUIREMENTS SHONW, AS MA Y BE NEEDED TO PROTECT ADJACENT PRARERTIES AND THE WATER QUALITY OF THE RECEIVING DRAINAGE SYSTEA/. Tw CITY OF REN TO) V INSPECTOR MA Y DETERMINE THE NEED FOR AND EXTENT OF ANY ADDITIONAL FACILITIES. 9. ;WERE POSSIBLE, NA 7ZIRAL VEGETA TION SHALL B£ MAINTAINED FOR SIL T 06KRAL AND TO MINIMIZE EROSION. 10. ALL EXPOSED SOIL SHALL BE STABILIZED BY SUITABLE APPLICA TION OF BEST MANAGEMENT PRACTICES (BMPS), INCL UDING BUT NOT LIMITED TO SOD OR OTHER WGETA TION, PLASTIC COW -RING, MUL CHING, OR APPL ICA TION OF GRA VEL BASE OV AREA5 TO BE PA VED. ALL BMPS SHALL BE SELECTED, DESIGNED ANO MAINTAINED /N ACCORDANCE *TH THE APPROWD MANUAL. CONSTRUCTION ACTIVITIES MA Y BE SUSPENDED DURING THE RAINY SEASOV (OCT. 1 THROUGH APR. 30) FROM MAY 1 THROUGH SEP7FMBER 30, NO UNWORKED SOIL SHALL REMAIN EXPOSED FOR MORE THAN 7 DA YS: RAINY SEASON mw/( GU/OELINES MA Y ALSO ADPL Y. 11. ALL AREA5 TO BE SEEDED SHALL BE CUL TIVA TED TO THE 5A TISFACT/AN 6F THE ENGINEER. THIS MA Y BE ACCOMPLISHED BY DISCING RAKING HARROiWNG OR OTHER ACCEPTABLE MEANS. IMMEDIA TEL Y FOL LOtWNG FINISH GRADING, PERMANENT VEGETA TION (CONSISTING OF RAPID, PERSISTL'NT AND LEGUME) SHALL BE APPLIED A T A MINIMUM RA TE OF 120 POUNDS PER ACR£. THE SEED SHALL CONFORM TO THE STANDARDS FOR %fRIIF/E0" GRADE SEED OR BETTER, AS OUTLINED BY THE STATE OF WASHINGTON OEPARTM£Nl OF AGRICUL TURF "RULES FOR SEED CERTIFICA TION, " LATEST EDITION. THE MIX SHALL CONFORM WTH CITY OF RENTON STANDARDS AND SPECIFICA TIONS. 12. A MIN/MUM 3 FOOT HIGH TEMPORARY FENCE SHALL BE CONSTRUCTED AROUND ANY POND USED FOR EROSION/ SEDIMENTA TION CON TROL WHERE !T CAN BE EXPECTED THA T THE WA TER DEPTH N!!L EXCEED OWE FOOT. 13. IMPERVIOUS SURFACES (ROBS, STREETS, DRIVFWA YS, FTC.) SHALL BE DIRECTED INTO THE C6 MPLF7F0 STORM DRAINAGE SYSTEM AS SOON AS POSSIBLE. 14. 9L TA TIOV C6TRAL AREAS SHAL L BE RETURNED TO ORIGINAL GROUND COWDI XWS OR BROUGHT TO FINISH GRADE A T THE PROIfCT S COMPLETION. ANY PERMANENT STORM DRAINAGE FACILITIES USED FOR EROSION/ SEDIMENTA 77ON CONTROL SHALL BE CLEANED PRIG? l0 PROJECT ACCEPTANCE. SEDIMENT SHALL NOT BE FL 0SH£0 D0iNV5TREAM INTO EXISTING CLEAN STORM SYSTEM. 15. THE COVTRACTAR SHALL BE RESPONSIBLE FOR PROVIDING ADEOUA If SAFEGUARDS, SAFETY DEVICES, PROTECTIVE EQUIPMENT, FLAGLfRS AND ANY OTHER NEEDED ACTIOWS TO PROTECT THE LIFE, HEAL Th; AND SAFFTY OF THE PUBLIC AND TO PROIE"CT PROPERTY /N C6NNEC776N M1TH THE PERFORMANCE OF NVRK COVERED BY ILMI C6 V77RAC7. ANY NVRK WITHIN THE TRAVELED RIGHT-OF-WAY N/LL /REQUIRE C/TY OF R£NTON APPR0WD TRAFFIC CONTROL PLAN. 16. ISSUANCE OF THIS BUILDING PERMIT BY THE CITY OF RENTON DOES NOT RELIEVE 7 HE O)OVER OF HIS CONTINUING LEGAL OBLIGA 77ONV AN%R LM81LITY CONNECTED WITH STORM AND SURFACE WA TER DISPOSITION AND FURTHER, THE CITY OF RENTON DOES NOT ACCEPT ANY OBLIGA XW FOR THE PROPER FUNCT16WING AND MAINTENANCE OF THE SYSTEM PROVIDED. 17. ALL DE1TN77OV AND OU7FALL WORK MILL BE COMPLETED AND FUNCT/OVAL BEFORE ANY PA VING. 18. SEDIMENT COWTROL FACIL177ES SHALL BE INSPECTED Nf£KL Y AR AF7FR A RUNOFF -PRODUCING STORM FWNT DURING THE DRY SIASOV AND DAIL Y DURING THE NET SEASON. THE /NSPECTIOW FREQUENCY FOR STABILIZED, INAC77VE SITES SHALL BE DETERMINED BY THE CITY OF R£NTOV INSPECTOR BASED OV THE LEWL OF SOIL STABILITY AND POTEN 77AL FOR ADVERSE ENVIRONMENTAL IMPACTS. 19. FIL TER FABRIC FENCE TO BE INSTALLED AS DIRECTED BY CITY OF RENTON INSPECTION. 20. MAXIMUM OFEN TRENCH LENGTH SHALL BE 300' NW 1/4. NW 1/4, SEC. 20, TWP. 23 N.. RGE. 5 E.. W.M. CONSTRUCT/ON SEQUENCE 21. BEFORE ANY awsT RUC17AN OR Di-wL ARMENT ACTIVITY OCCURS, A PRECONSTRUCT/ON MEETING MUST BE HELD WITH THE 1O SCHEDULE AND A TTEND A PRE -CONSTRUCTION CAWFERENCE WIN THE C/TY 09F Rtmov.. C/TY OF R£NTOIN, PURL/C SKS DES/GN ENGINEER. 2a FLAG THE LIMI TS AF CLEAR/NG, INS TALL FIL TER FABR/C FENCE ifN£R£ SHOI!!V AW PLANS. INSTALL ETHER 42" OIRANG£ 22. AL1 LIMITS OF CLEAR/NG AND AREAS OF VEWTA flON PRESERVA XYV A5 PRESCR/BED OYV THE PLAN(5) SHALL BE CLEARL Y SAFETY FENCE OR FIL TER FABRIC FENCE AL 6 W ALL OTHER LIMI TS OF CLEAR/NG NHERE FIL TER FABR/C FENCE /S NOT FLAGGED /N THE FIELD AND 085ERVED DURING CONSTRUCTION. DEL/NEA TED. o 23. DURING THE TIME PERIOD OF OCT08ER 15T THROUGH APRIL 30Th, ALL PROJECT DISTRIBUTED 50/L AREAS GREATER THAN O CONSTRUCT THE TEMPONPARY ROCK LINED CONSTRUCTION ENTRANCE. 5, 000 SQUARE FEET, THA T ARE TO BE LEFT UN- NARKED FOR MORE THAN 12 HOURS, SHALL BE COVERED BY MUL CH, a CONSTRUCT THE DETENTION VAUL T. CONTROL STRUCTURE, OUTLET PIPE AND OUTFALL PROTECT/OW. SEE SHEETS C4.01 & 5 DOING OR PLASTIC COWRING. C4.31 FOR DETAILS. INSTALL FIL TER FABRIC PROTECTION OV NEN! Y CONSIIRUCIFO CATCH BASINS AND EXISTING CATCH BASINS AS DESIGNATED OV SHEET C2.01. 24. IN ANY AREA WN/CH HAS BEEN STRIPPED OF 12r6ETA 71 'C ANO JWER£ NO FURTHER IVRK 15 ANTIC/PA TED FOR A PERIOD 30 DAYS OR MORE, ALL D15TUR80 AREA5 MUST BE IMMEOIATEL Y STABILIZED w 7 MULCH/NG, GRASS PLANTING oR OTHER 5O BEGIN CLEAR/NG AND GRADING NHILE EXTENDING TEMPORARY /NTERC£PToR SWAL£S. BRING THE SITE TD SUBGRADE, APPROVED EROS%OW CaVIWOL TREATMENT APPLICABLE TO THE LIME OF YEAR. GRA55 SEEDING ALOWE MILL BE ACCEPTABLE INSTALL UTILITIES. HYDRO5,6-£0 AS SOON AS PRACTICAL. OVL Y DURING THE MONTHS OF APR/L THROUGH SEPTEMBER, /NCLUS/VE SEEDING MA Y PROCE£0, HOMEt2rR, w i£NEt2rR IT /S z 6 STAB /Z£ /L ALL AREAS GWCE F/NAL GRADES ARE ESTABL/SHED BY SUITABLE APP!/CAT/ON OF BMPs BY HYDROSE£0, SOD, /N THE INTEREST OF THE PERMIT££, BUT MUST BE AUGMENTED WITH MUL CH/NG, NETTING OR OTHER TREA TM£NT APPROVED O BY THE CITY of RENTON, OUTSIDE Tmf, SPECIFIEO TIME PEROD OR SIMILAR METHOD 7� RFMOVF £ROS/0V CONTROL FACIL IT/£S EXCEPT INLET FIL T£RS. (aw Y WHEN APPROWD BY C/TY INSP£CTO ) •�� N .. 25 FOR ALL EROSION/SEDIMENTATION CONTROL PGWDS 1W£RE THE DEAD STORAGE DEPTH EXCEEDS 6 INCHES, A FENCE /S �;•�Gto •., 8 R£QU/RED WITH AMIN/MUM HEIGHT OF THREE (3) F££T, 3. • 1 SID£ SLOPES. PA VE ROADWA YSO 26. A TEMPORARY GRAVEL CONSTRUCTION ENTRANCE, 24 FEET X 50 FEET X 8 INCHES OF 4 TO 6 /NCH QUARRY SPALLS SHALL 9 REMOVE INLET FIL )FRS NHEN THE POTENT/AL FOR GW-S/T£ £ROSI(�YV HAS PASSED BE L OCA I0 AT ALL POINTS OF PEHICULAR INGRESS AND EGRESS TO THE CONSTRUCTION 51TE. jo-� AN T TEM PRI T CLE S ORM SYS 6R 0 USE. DO NOT FL USH CLEAN/NG WA TER DONIVSTR£Am.. Ti TEMPORARY BMP S CAN B£ REMOVED ONL Y AFTER PROXCT /S C6WPLETF AND RISK OF 9L T LADEN WA TER LEA VJNG TH£ SITE HAS PASSED c S TORMWA TER POLL LITION PREVENT/ON NOTES a 1. NO L/QIU/OS INCLUDING PETROLEUM PRODUCTS, FUEL, SOL VENTS, DETERGENTS, PA/NT, PEST/C/DES, CONCRETE ADM/XTUR£S, WET WEATHER CONSTRUCT/ON NOTE.` co W FORM 0/LS, ETC SHALL BE STORED OW SITE. � o. �, > Cie ALL PROXCTS MARK/NG UNDER A DRY SEASON TESC MANAGEMENT PLAN SHALL BE SU85TAN71ALL Y o � 2. ALL POLLUTANTS, INCLUDING WAST£ MATERIALS AND OEMOLI770YV DEBRIS, THAT OCCUR 6 V V-51TE DURING CONS TRUCT/ONCG'MPLETE 8Y SEPTEMBER 30TH TO AVOVD /MPIEMENlAT/OYV Gf RAINY SEASON CGWSTRUCTiAN a'. a SHALL BE HANDLED AND DISPOSED OF /N A MANNER THAT DOES NOT CAUSE COWTAM/NAT/GW OF STORMWATER.RE0111R£M£NTS. PROUCCTS THAT MILL NOT BE SU85TAN71ALL Y COMPLETED BY SEPTEMBER 307H SHALL a y `` SUBMIT A SEASONAL SUSPENSION PLAN AND/OR #fT NFATH£R PLAN PREPARED IN ACCORDANCE W7H 64 ° 3. ALL FUELING SHALL BE PROVIDED BY A FUELING TRUCK. NO FUEL SHALL BE STORED ON SIT£. THE GENERAL STANDARDS FAR RAINY SEASON CLEARING / GRADING, FAR APPROVAL BY THE CITY OF 4 RENTOW. AN APPROVED PLAN MUST BE A VAILABLE BY SEPTEMBER 1ST. ALLOW 7 #LARK/NG DA YS FAR A ; co 4. ALL V£H/CLE MAINTENANCE AND REPAIRS SHALL BE OAWE OFFSITE. EACH REVIEW PERIOD THE APPROVED PLAN MUST BE IMPLEMENTED BY SfPT£MBER 15TH. IF NO PLAN co ? 5. CONCRETE WASTE SHALL BE HANDLED AS LISTED.- HAS BEEN APPROVED BY SEPTEMBER 1ST, THIN 5T0P NARK AND SECURE THE SITE AGAINST EROSION, ~- m .c*j� z NO FURTHER NARK MLL BE PERMITTED UNTIL MA Y 157, WHEN TH£ DRY SEASON RETURNS. Z A. UNUSED CONCRETE REMAINING IN THE TRUCK AND PUMP SHALL BE RETURNED TO ORIGINA TING BA TCH PLANT FOR Q RECYCLING CLz B. CONCRETE TRUCK CHUTES, PUMPS, INTERNALS, HAND TOOLS INCLUDING, BUT NOT LIMITED T0, SCREEDS, SHOWL5, • RAKES, FL OA T5, AND TRO NFL S SHALL BE WASHED OFF ANL Y INTO FARMED AREA5 A WAITING INS TALL A T/AN OF CONCRETE OR ASPHAL T. t j O ? C. EQUIPMENT THA T CANNOT BE £ASIL Y MOVFO, SUCH AS CONCRETE PA VERS, SHALL ONL Y BE WASHED IN AREAS THA T DO NOT DIREC71 Y ORA/N TD NA TURAL OR COVSTRUCTFO STORMWA TER CONVE'YANC£S. W W D. WHEN NO FARMED AREA5 ARE A VAILABLE, CONCRETE WASTE SHALL BE DISCHARGED TO A PA WD OR LINED SUMP. Z SEE THESE PLANS FOR L OCA TION OF THE SUMP. WAST£ WA IFR WTH/N THE SUMP SHALL E/THER B£ NEUTRALIZED PRIOR TO DISCHARGE TO THE SEDIMENTATION FACILITY OR 015POSED OF IN A MANNER THAT 00f5 NOT VIOLA 7F GROUNDWATER OR SURFACE WATER QUALITY 5TANDA ROS. Lu 6. SLURRY, CUTT/NGS, AND PROCESS WA TER FROM SAWCUTTING AND SURFACING SHALL BE DISCHARGED TO FORMED AREAS AWAITING INSTALLA T/OW OF COVCRETE OR ASPHAL T OR TO PA VFD OR LINED SUMP. 7. NH££L WASH, OR 77RE BA TH HA5TEWA TER, SHALL BE DISCARDED TO THE SEDIMENTA TION FAC/CITY OR TO THE SANITARY S£W!"R. 8. APPLICATION OF A6 RICUL TIRA L CHEMICALS, INCLUDING FERTILIZERS AND PESTICIDES, SHALL BE CANOUCT£D IN A MANNER AND AT APPLICA TION RA TES TNA T fWLL NOT RESUL T /N L 055 OF CHEM/CAL TO STARMWA TER RUNOFF. MANUFACTURERS' RECOMMENDA TIONS SHALL BE FOL 0 06 FOR APPL ICA T/OW RA TES AND PROCEDURES. C 1 *.4 9. THE C6WTRA CTAR SHALL D£SIGNA IF A PERSON A5 THE RESPONSIBLE REPRESENTATIVE• IN CHARGE OF £R05/01/ CONTROL AND MAINTENANCE OF ALL EROSION COWIROL AND STORMWA7FR POLLUl7AN PREVENTION FACILITIESWo (COREY WA 75AN (425) 646- 4139) N o Q- DI)STCONTROL C� p 0 �•, v WEN EXPOSED SOIL SURFACES ARE EXPOSED TO THE POINT MAT WIND TRANSPORT 15 POSSIBLE, THE EXPOSED 501L5 SHALL W U BE SPRA YED UN TIL #f T, BUT RUNOFF SHALL NOT BE GENERATED BY SPRA Y1NG. 1 o L4 DEWA TER/NG CONTROL o W Q h ANY RUNOFF GENERA 7F0 BY DEWATERING SHALL BE TREA TED BY DISCHARGE TO 5E0IMENTA TION FACILITY. IF DEWA ITR/NG h OCCU FROM AR R R S OM EAS NN£ £ TH E WA TER HAS CON/£ INTO COV TACT iW TH NEW CONCRETE, THE pH Of - liyE WATER MUST BE � �I MOVITORED AND MUST B£ NEUTRAL/ZED PRIOR TO DISCHARGE. A DEWATERING PLAN MUST BE SUBMITTED AND APPROVED BY THE CITY of, RENTOV PRIOR TO DEWATERING AC77VIT/ES. 0 LQ GENERAL S TO CKPIL E NOTES .� W STOCKPILE AREAS TO BE COWRED WITH VISQUEEN PLASTIC (MINIMUM 6 MIL.)* # HEN NOT IN USF. VISQUEEN 15 TO BE HELD IN w PLACE BY A MIN/MUM OF 10 LB. SAND BAGS PLACED EVERY 15 FEET AL ONG THE EDGE AND ACROSS THE PILE. STOCKPILE HEIGHT NOT TO EXCEED 8 FEET. DATUM NA VD 88 BASIS OF BEARINGS N893925 *W AL OVG THE NORTH LINE OF THE N6R7HNE57' QUAR7FR Or .9-C 776W 20 BETNFIN 7HE FOUND NORTH QUARTER CORNER AND THE FOUND SECTION CORNER PER RECORD Or SURVEY RECORDED UNDER RECORDING NUMBER 2060101012900!0101. BENCHMARKS CITY OF RENTON BENCHMARK NUMBER 418 PLANAPPL/ES BRASS PIN /N COVCRVF MONUMENT THIS T.E.S. C. L OCA TED A T THE INTERSEC776W OF SOUTH 71H STREET TO THE DRYSEASON ONLY. AND REN TOV A VENUE SOUTH. ELEVA T1OV 305.80 (93.2161/) R-381304 IN COMPLIANCE WITH C17 YOFRENTON STANDARDS BY: DATE: BY: BY: B Y. r DATE: DATE: DATE: Ln D 0 T �o rTi �cn D Z T71 CP Ul LT K Rz z m m D m m D o � o � T ..dop �CA �771 CDxoo � z o= c o N D m T,o NE Q V Z ? v Q m W m z m m Q�QQ� � 0 W D Q O w > Li -3: E- vi Q QW�� 000< SHEET OF C2,3.1 16 PROJECT NUMBER 04.139M Ln D 0 T �o rTi �cn D Z T71 CP Ul LT K Rz z m m D m m D o � o � T ..dop �CA �771 CDxoo � z o= c o N D m T,o D cy �o r�D z m z m m m 0 D Ln D 0 T �o rTi �cn D Z T71 CP Ul LT K Rz z m m D m m cn D o � o � T ..dop �CA n CDxoo � >� CD�W cn> R N D cn D T n 0 O D m T,o D pC p cn JOINTS IN FILTER FABRIC SHALL BE SPLICED AT POSTS. USE STAPLES, WIRE RINGS, OR FOIJIVAI PNT TO ATTACH PARPIr Tn P' CTS; 6' MAX. POST SPACING MAY BE INCREASED TO 8' IF WIRE BACKING IS USED T'x2'BY 14 Ga. WIRE OR EQUIVALENT, IF STAI STRENGTH FABRIC k FIL' 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. AOS (ASTM D4751) 30-100 SIEVE SIZE (0.60-0,15MM) FOR. SILT FILM 50-IOOSIEVE SIZE (030-0.15MM) FOR OTHER FABRICS WATER PEwMI_TTATY (ASTM D491) 0.02SECA-1 MINIMUM GRAB TENSILE STRENCHT (ASTM D4632) 180, LBS. MIN. FOR EXTRA STRENGH FABRIC 100 LBS. MIN. FOR STANDARD STRENGHT FABRIC GRAB TENSILE ELONGATION (ASTM D4632) 30 % MAX, ' JULTRAVIOLATE RESISTANCE (ASTMD4355) 70%MIN. 2.2. STANDARD STRENGTH FABRIC REQUIRES WIRE BACKING TO INCREASE THE STRENGTH OF THE FENCE. WIRE BACKING OR CLOSER POST SPACING MAY BE REQUIRED FOR EXTRA STRENGTH FABRIC IF FIELD PERFORMANCE WARRANTS A STRONGER FENCE. 2.3. WHERE THE FENCE IS INSTALLED, THE SLOPE SHALL NOT BE STEEPER THAN 2H:1V 2.4. IF A TYPICAL SILT FENCE IS USED, THE STANDARD 4X4 TRENCH MAY NOT BE REDUCED AS LONG AS THE BOTTOM 8 INCHES OF THE SILT FENCE IS WELL BURIED AND SECURE IN A TRENCH THAT STABILIZES THE FENCE AND DOES NOT ALLOW WATER TO BYPASS OR UNDERMINE THE SILT FENCE. 3. MAINTENANCE STANDARDS 3.1. ANY DAMAGE SHALL BE REPAIR IMMEDIATELY. 3.2. IF CONCENTRATED FLOES ARE EVIDENT UPHILL OD THE FENCE, THEY MUST BE INTERCEPTED AND CONVEYED TO A SEDIMENT TRAP OR POND. 3.3. IT IS IMPORTANT TO CHECK THE UPHILL SIDE OF THE FENCE FOR SIGNS OF THE FENCE CLOGGING AND ACTING AS A BARRIER TO FLOW AND THEN CAUSING CHANNELIZATION OF FLOWS PARALLEL TO THE FENCE. IF THIS OCCURS, REPLACE THE FENCE OR REMOVED THE TRAP SEDIMENT. 3.4. SEDIMENT MOST BE REMOVED WHEN SEDIMENT IS 6 INCHES HIGH. 3.5. IF THE FILTER FABRIC (GEOTEXTILE) HAS DETERIORATED DUE TO ULTRAVIOLET BREAKDOWN, IT SHALL BE REPLACED. Y, STD. PLAN - 214.00 +t PUBLIC WORKS SILT FENCE MARCH 2008 DEPARTMENT fly 2:1 MAX. SLOPE LEVEL BOTTOM 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. AVERAGE SLOPE SLOPE PERCENT FLOWPATH LENGTH MINIMUM 4'x4" TRENCH 3-5% BACKFILL TRENCI (10 TO 20) H: 1V NATIVI 200 FEET 2"x4'WOOD POSTS, STEEL FENC 10-25% 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. AOS (ASTM D4751) 30-100 SIEVE SIZE (0.60-0,15MM) FOR. SILT FILM 50-IOOSIEVE SIZE (030-0.15MM) FOR OTHER FABRICS WATER PEwMI_TTATY (ASTM D491) 0.02SECA-1 MINIMUM GRAB TENSILE STRENCHT (ASTM D4632) 180, LBS. MIN. FOR EXTRA STRENGH FABRIC 100 LBS. MIN. FOR STANDARD STRENGHT FABRIC GRAB TENSILE ELONGATION (ASTM D4632) 30 % MAX, ' JULTRAVIOLATE RESISTANCE (ASTMD4355) 70%MIN. 2.2. STANDARD STRENGTH FABRIC REQUIRES WIRE BACKING TO INCREASE THE STRENGTH OF THE FENCE. WIRE BACKING OR CLOSER POST SPACING MAY BE REQUIRED FOR EXTRA STRENGTH FABRIC IF FIELD PERFORMANCE WARRANTS A STRONGER FENCE. 2.3. WHERE THE FENCE IS INSTALLED, THE SLOPE SHALL NOT BE STEEPER THAN 2H:1V 2.4. IF A TYPICAL SILT FENCE IS USED, THE STANDARD 4X4 TRENCH MAY NOT BE REDUCED AS LONG AS THE BOTTOM 8 INCHES OF THE SILT FENCE IS WELL BURIED AND SECURE IN A TRENCH THAT STABILIZES THE FENCE AND DOES NOT ALLOW WATER TO BYPASS OR UNDERMINE THE SILT FENCE. 3. MAINTENANCE STANDARDS 3.1. ANY DAMAGE SHALL BE REPAIR IMMEDIATELY. 3.2. IF CONCENTRATED FLOES ARE EVIDENT UPHILL OD THE FENCE, THEY MUST BE INTERCEPTED AND CONVEYED TO A SEDIMENT TRAP OR POND. 3.3. IT IS IMPORTANT TO CHECK THE UPHILL SIDE OF THE FENCE FOR SIGNS OF THE FENCE CLOGGING AND ACTING AS A BARRIER TO FLOW AND THEN CAUSING CHANNELIZATION OF FLOWS PARALLEL TO THE FENCE. IF THIS OCCURS, REPLACE THE FENCE OR REMOVED THE TRAP SEDIMENT. 3.4. SEDIMENT MOST BE REMOVED WHEN SEDIMENT IS 6 INCHES HIGH. 3.5. IF THE FILTER FABRIC (GEOTEXTILE) HAS DETERIORATED DUE TO ULTRAVIOLET BREAKDOWN, IT SHALL BE REPLACED. Y, STD. PLAN - 214.00 +t PUBLIC WORKS SILT FENCE MARCH 2008 DEPARTMENT fly 2:1 MAX. SLOPE LEVEL BOTTOM 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. AVERAGE SLOPE SLOPE PERCENT FLOWPATH LENGTH 20HAV 3-5% 300 FEET (10 TO 20) H: 1V 5-10% 200 FEET (4 TO 10) H: 1V 10-25% 100 FEET (2 TO 4) H: 1V r 25-509` CATCH BASIN 2. DESIGN AND INSTALLATION SPECIFICATIONS 2.1. FOR SLOPES STEEPER THAN 21HAV 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 BY AN 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. INSTALL D IS A ROAD PER CITY NW L4. NW1144FSEC. 20, TWF 23 N.. RGE. 5 E.. W.M. RIVEWAYS SHALL BE PAVED TO THE EDGE lF R -O -W PRIOR TO INSTALLATION OF THE ,CONSTRUCTION ENTRANCE TO AVOID AMAGING OF THE ROADWAY F IS RECOMMENDED THAT THE :.NTRANCE BE CROWNED SO THAT 'UNOFF DRAINS OFF THE PAD 14 ----------- PROVIDE FULL WIDTH OF NOTES INGRESS/EGRESS AREA 1. CONDITION OF USE tt 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. IGRAB TENSILE STREBNGTH (ASTM 04751) 200 PSI MIN. GRAB TENSILE ELONGATION (ASTM D4632) 30-A MAX. MULLEN BURST STRENGTH (ASTM D3786 -80A 400 PSI MIN AOS (ASTM D4751) 21 -45 (U.S. STANDARD SIEVE SIZE) 2. DESIGN AND INSTALLATION SPECIFICATIONS 21. HOG FUEL (WOOD BASED MULCH) MAY BE SUBSTITUTED FOR OR COMBINED WITH QUARRY SPALLS IN AIRES THAT WILL BOT BE USED FOR PERMANENT ROADS. HOG FUEL IS NOT RECOMMENDED FOR ENTRANCE STABILIZATION IN URBAN AREAS. THE INSPECTOR MAY AT ANY TIME REQUIRE THE USE OF QUARRY SPALLS IF THE HOG FUEL IS NOT PREVENTING SEDIMENT FROM BEING TRACKED ONTO PAVEMENT OR IF THE HOG FUEL IS BEING CARRIED ONTO PAVEMENT. 22, 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. 15. IF VEHICLES ARE ENTERING OR EXITING THE SITES AT POINTS OTHER THAN THE CONSTRUCTION ENTRANCE(S), FENCING SHALL BE INSTALLED TO CONTROL TRAFFIC. STD. PLAN - 215.10 PUBLIC WORKS STABILIZED - - ------------------------ — ;_--------------- - ----- DEPARTMENT CONSTRUCTION ENTRANCE - - — MARCH 2008 ROCK MUST COMPLETELY COVER THE 2:1 SLOPES 100-1 -11 F -El A L = THE DISTANCE SUCH THAT POINTS A AND B ARE OF EQUAL ELEVATION L 2"-4" ROCK MIN. 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 A NON-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. STANDARD STRENGTH GRATE FILTER FABRIC Z At N 01 I m O :3 > CT) 01 cil Fo CD 0 CATCH BASIN co o. 00 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 PONDER 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. y-, i I 0 STD + PUBLIC WORKS FILTER FABRIC PROTECTION . PIAN 216.20 MIL \ 11 DEPARTMENT 7 MARCH 2008 L I DATUM _VAilW; ; BASIS OFBEAR/NGS N895925 IW ALONG THE NORTH LINE OF THE N6141H#E5T WARIER OF SECT16W 20 BETHEEN THE FOUND N6RTH OUARTER CORNER AND 7W FOUND 5ECTIOV CORNER PER REC60 OF SURVEY RECORDED UNDER RECORDING NUMBER 200010101290OW1. BENCHMARKS y CITY OF RENTOV BENCHMARK NUMBER 418 Y_ Y 7 -7 STD. PIAN 217.10 STD. PIAN - 217.40 259RA55 PIN IN 0WRt F MWUMENT PUBLIC WORKS INTERCEPTOR SWALE PUBLIC WORKS CHECK DAMS SPACING AND +! ------ - --- - ------------ - ---- - - --------------------------- L 0 CA 70 AT THE IN TERSEC T16 W OF SOUTH 7TH 5 TREE T DEPARTMENT DEPARTMENT CROSS SECTIONS 17 7 MARCH 2008 MARCH 2008 AND RENT0IV A VENUE SOUTH. ELEVATIOV 30580 (0216W) R-382305 THIS TES.C. PLANAPPLIES TO THE DRY SE4 SON Oft Y IN COMPL 1A NCE WITH CITY OF RENTON STANDARDS BY: DATE BY: DATE BY: DATE BY: DATE: • ON m so Z At N 01 I IN n n O -n UO T1 cn JJZ z F*n En O m so Z m O C3 m z 01 m O :3 > CT) 01 cil Fo CD 0 coo > co o. 00 %b 4) U LLJ o Cie a '02 X Z 4. c: LL m C14 a uj j m 0 OD co � m C44 > wLd0 Q Lli CL Ld Q) • z z 0 LLJ Lj 0 ft F- uo- uj 0- ui 0 z OF C2,321 16 ui n n O -n UO T1 cn JJZ z F*n En O m O C3 m z ci,� -0 00 > m O :3 > CT) 01 cil Fo CD 0 coo > CD LLJ o C 7 Q z Z m '4 m m z m j m OO � c) Ld > wLd0 Q Lli 0- Ld > z z 0 Lj 0 ft F- uo- 0- oo0Q SHEET OF C2,321 16 PROJECT NUMBER 04.139M n n O -n UO T1 cn JJZ z F*n En O m O C3 m z ci,� -0 00 > m O :3 > CT) 01 cil Fo CD 0 coo > CD m m° C 7 m z m m z m cn m OO 11 > n n O -n UO T1 cn JJZ z F*n En O c -n m O C3 m ci,� -0 00 > CD ��o m O :3 > CT) 01 cil Fo CD 0 coo > m c -n 17 C 0 m m° C 7 m cn 1 T% 2O FOUNDCITYOF NORTHRENTON QUARTER CORNER � CONTROL POINT NO. 415 1 1/2" BRASS DISK NW 1/4. NW 1/4. SEC. 20., 7WR 23 N., RGE. 5 E., W.M. Go u v C-) to Q; FOUND SECTION CORNER co I / 3" BRASS DISK IN 3" CONC. MONUMENT 17' 20 DOWN 0.7' IN CASE 18 u 19 229 48 - i'=20' DATUM NAV!? 88 BASIS OFSEARINGS N8959257W ALGWG THE NORTH UNE OF THE NARTHN£ST GYIARTER OF SECAAN 20 BETNfEN THE f0lUN0 N0141H QYIARTER CORNER AND THE FOUND .S£CAGW CORNER PER RECORD GIS SUR bfY REGARDED UNDER RECOIPO/NG NUMBER 2000101012.900M1. BENCHMARKS CITY OF RENTOIV BENCHMARK NUMBER 418 BRASS P/N /N COINCRETE MONUMENT L OCA TED AT THE INTERSECT/OW OF SOUTH 77H STREET AND REN T6W A WNU£ 50Y ELEVATION 305.80 (0216W) QCz�� SCALE: 1" = 40' o zo .a 80 LEGEND R-381306 /N COMPL/ANCE WITH C/TY OFRENTON STANDARDS 8 Y: DATE: —5—t_5 B Y: BY: B Y: c.' DATE: DATE: DATE: 0r LiQ z Q U LdO Iz Q v z • y: N Iva•�. : C 0r LiQ z Q U LdO Iz Q v z w N O• Z C c W v Q a h 0�0 N z Q p O x Q v Q u �o C N h rs,K O uj Z Q SHEET D q) OD co z PROJECT NUMBER C%4 z z Q z CL Q • W D Z Cie W W z z W 0r LiQ z Q U LdO Iz Q v Z � w N m Z C Z v Q O cn> y 0�0 N z Q � U? Q Q v 0r LiQ z Q U LdO Iz •da { z YI z D J o� c m o o�� 1 Z Z O cn> y 0�0 N z W � U? Q � C3 Q m �o C O O O Q SHEET D OF C3, 0.1 16 PROJECT NUMBER 04.139M •da { z YI cn D n O 1On �O C J � 0 J Z m o= n-0 n- n � n �z z m m O D cl z C T� W m m z D J o� c m o o�� 1 l cn> y 0�0 N z W I''T'I z C3 m �o C O Ln D cn D n O 1On �O C J � 0 J Z m o= n-0 n- n � n �z z m m O D cl z C T� W m m D J o� m o o�� ��oo >� CDrW cn> y 0�0 N W D m 7 0 D m C3 D �o C O Ln NW 1/4. NW 1/4. SEC. 20, TWP. 23 N.. RGE. 5 E. W M. Ut TRA 8L 0 Cif WA L L DETAIL NO SCALE 250 pqp TRACT/ LOT LINE BSBi 240 240 TRACT A .1 -2X- 0.5 230 LOT J 2�/ EX. GRADE 220 220 BERM GRAD/NG SECT/ON C -C »_ 10' 250 R/W 40' R/W I � 4' THICK CEA/ENT CANCR£T£ EXTEND ASPHAL T PA 12�A/ENT ,�/pEw,q�K (6" THICK AT OR/VfWsl YS) EX/ST. CU AND CUTIFR AND RfA/Obf EX/ST. CURB .._.. .. .. .. ..... .........,, ONSITE SURFACING SECT/ON NOTE • THE 506 L5 ENGINEER EMPLOYED BY THE DEWL APER SHALL VERIFY AND SUBSEOtAEN TL Y ADVISE THE CITY THA T THE INS TALLA TION OF THE PA 14NG SEC TIOWI(S) COWIFORM TO HIS/HER DESIGN. 7" HOT MIX ASPHAL T CLASS 1/2" PG 64-22 6" CRUSHED SURFACING TOP COURSE CEDA R A VENUE RIW SECTIONA-A NO SCALE SUBGRADE NAT1V£ SAIL OR STRUCTURAL FALL CANPACTED TO 95R' OF MAX. DRY D£NS/TY. PER ASTM D-1557 (MODIFIED PROCTOR) ROAD PAVEMENT SURFACING SECTION NO SCALE 240 230 r -FINISHED GRADE 200 0 0 N u v W rk........ 0110 0120 0-1jo o� o� o0 �� VERT. SCA LE.• 1 "= 10' 0140 H/GH PANT ELEV = 227.99 HIGH POINT STA = 1 f 05.89 PW STA = Of 95.89 PVI ELEV = 227.74 20' VC PROPOSED SLOPE < MAX GRADE OF 35� EX/STING 6RADF i i PER C O.R. STD. PLAN 102 PROPOSED CEA/ENT CONCRETE TRAFF/C CURB & GUTTER PER C. O.R. STD. PLAN 101 NO SCALE 250 240 230 220 ?10 R-382301 WSDOTACCESS a Piiiiii" f-- - j?of ILE HORIZ. SCALE.- 1 "_ 10' -. VERT. SCA LE.• 1 "= 10' 0140 0150 0-160 0170 0/-80 co W IN c PER C O.R. STD. PLAN 102 PROPOSED CEA/ENT CONCRETE TRAFF/C CURB & GUTTER PER C. O.R. STD. PLAN 101 NO SCALE 250 240 230 220 ?10 R-382301 /N COMPLIANCE W/TH C/TYOFREN TON STANDARDS BY: �- DATE: BY- DATE: BY: DATE: BY: DATE: w Tj ioN 1100 1110 1120 a � hoc • -. N•w /N COMPLIANCE W/TH C/TYOFREN TON STANDARDS BY: �- DATE: BY- DATE: BY: DATE: BY: DATE: w Tj ioN a � hoc • -. N•w C p co D 71 n 0 7 p� 1 71 cn A 0 • D z D = 0 Tl -0 n- n � z m cn 0 D 0 z (7) z c 3 rn a � m u, C p co W c co v` c C14 Cie a o X Z z zt� ua. N a � r< • z m tt^^ c D WJ z Q v O ch z w C� • W 0 Z -3:� Qc F-- 6� W Cl W W ly o- - Z r') aaoQ c) 0 < SHEET OF C3,3.1 .16 W D 71 n 0 7 p� 1 71 cn A 0 • D z D = 0 Tl -0 n- n � z m cn 0 D 0 z (7) z c 3 rn m u, C z I c T Z z zt� N z m z m m cry O D WJ v O ch w > w0 -3:� F-- 6� 4 Cl Q W ly o- - r') aaoQ c) 0 < SHEET OF C3,3.1 .16 PROJECT NUMBER 04.139M D 71 n 0 7 p� 1 71 cn A 0 • D z D = 0 Tl -0 n- n � z m cn 0 D 0 z (7) z c 3 rn m u, C z I c T cyl W N z m z m m cry O D D 71 n 0 7 p� 1 71 cn A 0 • D z D = 0 Tl -0 n- n � z m cn 0 D 0 z (7) z c 3 rn M V Q LL d S� G Lel 0 Ln ui 0 N r-1 N —cs N M M V M O a (3) V) c c C W a M 0 C) 0 N NW114. NW NOTES '4, SEC. 20., TWP.23 X. RGE. 5 E. W.M. 1 a This plan is to be used where pedesbian crossing in one direction is not MATCH SIDE ALK �,F. SUFFER permittdn WIDTH - 4` U'K �--- STRIP SEE CONTRACT PLANS Z Curb ramp location shall be placed within the width of the associated MATCH SIDEWALKPEDESTRIAN CURB ` swalk, or as shown in the Contract Plans. WIDTH - 4° I'�IN. •� � SEE NOTE 10 -_ SEE CONTRACT PLANS CURB RAMP .__ � K re ""GRADE BREAK' is called out, the entire length of the grad break PEDESTRIAN CU PEDESTRIAN UIMtE RB (MATCH SIDEWALK WIDTH - �4` E)" MIN. � w �F ,�, n the two adjacent surface planes shall be flush. "` EXPANSION JOINTL-7 SEE NOTE 10 SEE CONTRACT PLANS SEE NOTE �� P. -SEE STANDARD _ LANDING v, 4. Cho not lace satins junction boxes ams covers or other urtan- 3 -� � � s P g g a d � aPP PLAN F 0.10 � - LANDING ",E yPANSION JOINT - S�EEy � � g ences in front of the curb ramp or on any part of the curb ramp or landing. SIDE ALIO f°17.°ykW ij �.TANG [�Iwi'wiffr V by See the �Contr�act Documents tar the curb desi n s ecified. SE1tilOTE B - £� � ,� 4"r '� P„ See Standard Flan F -1Q.'12 for Curb, Curb and Gutter” Depressed Curb _ _ and Gutter and Pedestrian Curb details. a � _ � - i_ _ B. See Standard Plan F-30.10 ibr Cement Concrete Sidewalk Details. �.. c s 8 a° " MIN. l 3" R. � z _ See contract plans for width placement of sidewalk. ^ SIDEWALK ;, x� SEE NOTE '... d 7, The bid item "Cement Concrete curb Ramp Type .�does not include the A........ f adjacent Curb or (Curb and Gutter)" Depressed Curb and Getter, pedestrian BUFFER STRIP SEE _ DETECTABLE WARNING SURFACE BUFFER DETECTABLE WARNING SURFACE Curb or Sidewalk" or the pedestrian crossing closure sign. PLANS SEE STANDARD PLAN F45.10 STRIP SEE STANDARD PLAN F45.10 , BThe curb ram maximum running slope shall not require the ramp length to CURBCURB & GUTTER exceed 1 �t to avoid chasing the slope indefinite) .� SEE NOTES � SEE NOTE a indefinitely when connecting PEDESTRIAN CROSSING L PEDESTRIAN CROSSING to steep grades. When applying the 15 fort maximum length, the running CLOSURE SIGN CURB RAMP CLOSURE SIGN FACE OF � CURB RAMP slope of the curb ramp shall be as flat as feasible. FACE OF CURB CURB PLAN VIEW PLAN IE'�li g, Curb ramps and landings shall receive broom finish. LU See Standard Specifications 8-14. TYPE SINGLE DIRECTION A TYPE SINGLE DIRECTION B = 10. Pedestrian Curb may be emitted if the ground surface at the hack of the ccCurb Damp and/or landing will be at the some elevation as the Curb Ramp U_ or Larding and there will be no material to retain. DETECTABLE WARNING SURFACE LEGEND SEE NO `SEE STANDAR[! PLAN F�4+5.10 1 ' - U' MAX _16- "° 4911 M/x. '�y"...._.y�g._�' GRADE BREAK GRADE BREAD ... SEE NOTE $ BEE NOTE a � SLOPE IN EITHER DIRECTION `RADE BREAD GRADE BREAK GRADE GRADE BREAD -- COUNTER SL{ PE BREAK SIDEWALK,0 MAX. SIDEWALK - ._._w � SIDEWALK - SEE NOTE 0 � e SEE NOTE B BEE NOTE 6 ,3%e .f ° S MAX, TOP Oa- ROADWAY % � .I� , 1�I �tCSAa�'1fV • an 4 k CURB RAMP ' LANDING . DEPRESSED CURB & GUTTER '� � ►- CURB RAMP LANDING CURB RAMPTR SEE STANDARD PLAN F-10,12 ,.' SECTION SECTION A 34363 CEMENT CONCRETE CURD RAMP "CEMENT CONCRETE CURB P � � ��► 3°�� TYPE T SINGLE DIRECTION A'° PA t LINT TYPE SINGLE DIRECTION B" PAY LIMIT � � �� �` IA L�Jvll .� BEE NOTE 7 DETECTABLE WARNING 04 1"" RADIUS ..... SURFACE -SEE CORNER •r�' S'rfhNDARD PLAN I~6.10...... , PEDESTRIAN CURB SINGLE DIRECTION "" si r•• •4ir••w DEPRESSEDCURB ��� SND GLISTER �_ ..�SEE MOTE 5 - ��,.....�� CURB RAMP 90" ANGLE - STANDARD PLAN F-40,16-02 RADIUS MAY __... VARY SHEET 1 OF 1 SHEET APPROVED FOR PUBLICATION ISOMETRIC VIEWIS► ISOMETRIC VIEW i ; "co kofi� I W TYPE SINGLE STATE DESIM EWINEER DATE PAY LIMIT TION A 'Pr NDETAIL D TYPE SiINGL..E DIRE TION B iv Washin9ftn Stcft DW"nmW *f'rasp n PAY LIMIT t..�xr'3'ri'?2`}e,L{=,_=°tr �sef?r°M?$:.,y f4'{._,¥ztr�44?4ix R-381308 /N COMPL/ANCE WITH C17YOFRENTON STANDARDS r� B Y: eop ,._ .... _ DATE: BY: DATE: B Y: DATE: B Y: DATE: Y z fid• � � � � ti� q�p • � N v 1 � Y � z �= c -n C� O 0 64LJz p 00 W z a ao h D a o C14, OC 0 X Q N a __J Q �� L z 0 z r-- m N Q� i Z V Q v O � z °L 0 0 • W > 0 WCie z W 0 :,>: W �— W Q z <L W af IL 0 z 0 Q W � z �= c -n C� O 0 64LJz � o0 z M z D rn M o 0 Q Q Q __J Q �� L z Q� i v) V v O � 0 CL W > W 0 :,>: � �— V) Q <L W af IL 0 0 0 Q SHEET OF C3.32 16 PROJECT NUMBER 04139M � z �= c -n C� O 0 � o0 z M z D rn M l � 0 _ •i D s 9 D -n C� O 0 M� o �o 'C D l � _ •i NW 1/4. NW I/4, SEC.20, TWP.23 N.. RGE. 5 E.. W.M. DA TUM < 0 � z D n �G m 13 O 0 0 00 2 1 "- O K. 0 h Qo >- W 13 � y u r a ao te; > u C I 4 ? o NAW 88 z a. 0 Q p N y 00 . Z BAS/S OFBEARINGS � 0 V ,� , 4) co z �m"T U W h z N895925 "W AL 0/VG TH£ NORTH LIN£ OF THE v z Q v ch NGY?TRITEST QUARTER SECTION 24 B£TW"EN THE o Q Z C. w C.) - FOUND NORTH QUAR1ZrR CORNER AND THE FOUND N z O W a z w 2 � a' SECT/OW CORNER PER RECORD OF SURW Y RECORDED W W Q W Q w � z UNDER RECORDING NUMBER 2000101012900001. W � 0 o Q z SHEET OF C4, Q1 SCALE: 1» = 4�' BENCHMARKS PROJECT NUMBER 04139M 0 20 40 80 CITY O!F RENTON BENCHMARK NUMBER 418 BRASS PIN /N CONCRETE MONUMENT L OCA TED A T THE INTERSECT/ON OF SOUTH i 7TH STREET AND RENTOW A WAGE SOUTH. EL,CVA T/OW 305.80 (93.21OM� ��� ;�uN • . ,�� 0 �• �. NOTES' 1 :� . H' '9 N 1. UNLESS 0THERIWS£ NOTED, ALL CATCH i. ;.o � . • �,: '• fr.�s �'```' ' BASINS SHALL HA I/E A B/ -DIRECTIONAL • • ... • GRATE PER C O.R. STD. PLAN 204.30. SEE SHEET C4.32. 2. TRENCH RESTORA T10W PER C O.R. STD. PLAN H032 OW SHEET C4.32 AND C. 0 R. TRENCH R£STORATIO+V AND 0WRLA Y AFOUIR£MENTS. 3. TYPE / CATCH BASINS PER C. 0.R. STD. PLAN 200.00 OW SHEET C4.32 4. TYPE 2 CATCH BASINS PER C O.R. STD. PLAN 201.00 OW SHEET C4.32. R-382309 245 : : : : .. . ... ... .................... : : : : : F .1 p. EXISTING GRAD£ SaC 2 NC D. 00160 2 .................................... 111 1.................................... ................... ....................................................................................................................................................................................................................................... ................... 35 : . . . . . . . . . . . . . . . . . . . . . . . . : : : . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . : : ........ ......... ........ ...... ........ ... ... ........ ......... ...... ........ ......... ......II ........ ......... ........ ...... STGIRMYAUIT 5£E Std££ C .3 240 . ....**: : ...... �:::: * ......... :::::: — ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... .. . ........ ... ... ........ ......... .........................................................................__......_..........._........................................._................_......................................................................................................_..........................._....... 230 ......: ......... ......... �. ::::: ::::::::: ... ........ ........ 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'� N h �' �, N '` °� � ''�` °' N . . . . . . . . . . . . �-- i o� �, N , o; `�, �, N ~. `�'� N - -� , �; N' . . . . . . . . . . . . . . . . . . . . . . . . . . . . c�,� . N. N N. , .� N - cy. ry N . ...... ..... ......... ...... ...... �,, . . . . . . ':�w w New w �,. N N- -� . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ..�; '!�- . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . Eu . ; # W . •. , �, 4, . w ,� :--.� _ . 220 . . . �. . . . . . . . . . . .. .. . . . . . . . . . . . . d'` �;:� N 5 %A N C.` ��� N � ��� v�e �tF Q . �o 1 N N. 1111, ... .. . . . . . . 2 L V�.��.•� 1111.. . . . . c� . _......._......._..:.._... _..._..._.... _1111... £ �� _.._..._....... _...................... _... ... _........_..._.._. _.............................. 1111.. _.......... _.................. _..._..._............................................... ...... ..... . . h _....... . . 1111 1111.. . '�o,00 �, .�,�. 1111.. .tJ..'•�f0(j:• 1111.. 1111.. . . . . . . . .�-,. u, . Q� o, 1 . . . . . . . h .�, h '�`� 'd �. op �' ^�i V �. �O "� '1 . . . . . . . . . . . -- . 4`, . . . . . . . . �.. � `._ 215 - . . . . . . ,�� � . . . . � . .� � � . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . h:h p � �. _......._..........._......................................._......................................_..................._.._........... o .0 205 .......... _..._.......... ........_......... ._•............................_.................._..........._.............._...._........................._......................................_..................._..._...... _..........._ _�.. ..... ........_.. ..............� L. ) .. ._.. .............................. ................... . . . . . . . . . . . . . . . . . ,b, ,,,_.. �,..... N. N . a; �, ao n, n, �. �,� �, . £'STIAi : MADE . NNS' �' N: N:�.� �o �,.� . �, w �. :� : ��, � �, . ELEVA 101'V :(TYPJ: w a ;. �. mit. �,.� . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . � �•. � � : � �o : � '`. � •� •� --- Z � O � . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . �'�'`� �': . �: � : : H©RIZ ;S�'AL:E.L �_. � . . * �. v 21O . . . . . . . . . . . . . . � VERT SCALE.• I.» 5, . . . ,`rte.,%:qj �. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ........................................................_..._...................._..........._..............._..... 'h ^� °� �I _..._.................. 200 _.............._............_.. __.....--.._......._...._..__..._.......... _.. _..........._............._..................._.............. _................................................................ �..... .. .. _ _ ........................... ..�,.. �..............................................................................................................................................I............................................................................................................... . . . . . . . . . . . . . ,� N ,� ..� .� . . . . . . . . . . . . . . . . . . . N. N N: �:.�. o :h '� �_ . . . . . . . . . . . . . . i c�i cV. N N `�.� Op �: no: . . . . . . . . . . �! N :�„� cy - - - _ : . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . nv � � W . �, � �, �, n,:N `�:N �, . . . . . . . . . . . . . . . . . . . . . . . HOR/Z. :SCALE• :1.=. 4.0. . . . . . . . . -Q % 4 * : �Nry� : . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . I/ERT SCALt� 1 = 5 .� �.. �k �..� . . . . . . 205 ......... ......... ::::::::: ..1111.. ... ........ ......... ....... 5:f:00 ..... 5 50 ..... 6f:o0 ..... 6 50 ..... 7f00 ......7f50 : : ;:.............................._..................................................._................:.................................................;............_.................. :.._..._.........:.......-............................................................................................................................................:................................................. 200 ........ ........ ......... ......... ......... ......... . ....... :£X/ST/NG GRA ....... ........ ........ ........ ........ ........ ........ ........ ........ ........ ......... ......... ......... ......... ......... LSE (. ........ .1111... ........ ........ ........ ......... ......... ......... ......... o:•� o:�o �, � o:°° �o:°� � � : . . . . o:`V . o:�' . moi . . . . :� :o; ,� ..,.. : . . . ooh �:� !� � co w` ,, :DO Nj>� :O : : : : : : : :� : : : : : : : O:� : : : : : : : �;� CJ:ol . . . '�' "� " '� " • • • • • • • "`> " . . . . . . . `�: . . . . . . . "� . . . . . . . "� . . . . . . . � N . . . . . "`� " . . . . . . . '� � . . . . . . . �' �' : : : : : : : � °a : : : : : : : cO : : : N : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : `� N `�:N `� � `� N � N `� � :N . . . . . . . `�:N `�:N .`� N `��:� . �:N . . . . . . �' � '� . 1 f 00 1 f50 2f 00 2f 50 3f 00 3f50 4f 00 4f50 5f 00 5f50 6f 00 6f 50 7f 00 7f50 DATE: - S - �S X � v V Z �q U �� 2 h o N Q � a�� > O OHa vJ ,�3 O �^Q Q � �h� O'w � V v/ � z D n �G m 13 O 0 0 00 2 1 "- O K. 0 h Qo >- W 13 � y u r a ao te; > u C I 4 ? o x z a. 0 Q p N y 00 . Z a,' � 0 V ,� , 4) co z �m"T U W h z v z Q v ch Q Z C. w C.) - - V) Q) z O W a z w 2 � a' W Q W Q w � z � 0 o Q z SHEET OF C4, Q1 W � v V Z �q U �� 2 h o N Q � a�� > O OHa vJ ,�3 O �^Q Q � �h� O'w � V v/ IJ > n 7 0 0 - n 7 z 7 O D v D Z G7 Z C m 3 . D n �G m 13 O 0 0 00 2 1 0 C 0 CJ4 (� o _ CD O Q. O A `O " O 13 � y u r J D 5- , W � o 4 Z Q z � z �' Z ,, c� Q p w2 Q w w ' F - Z � Q Q aD U W v O v ch Q a w > z z O w 2 � a' Q Q w � � � � o Q SHEET OF C4, Q1 16 PROJECT NUMBER 04139M IJ > n 7 0 0 - n 7 z 7 O D v D Z G7 Z C m Ln 3 D D n �G m 13 O 0 0 00 2 1 0 C 0 CJ4 (� o _ CD O Q. O A `O " O 13 � y u r D !7 N ;mm w Ln D n C7 O o m T° �0 D !7 ;mm INSJDE DROP C0VNECTIOW PER DETAIL TH/S SHEET NW114. NW114., SEC20., TWP.23 N., RGE. 5 E., W.M. gxr i rvt,-' 0'S 0.t223� 2��" � � COUPLING (A°DGWAL) � 43LF PING' � 4" ALUM/NUA/ GI/P Jot�� � 2 �` � CGINNECT FOOTING DRAIN TO VAULT CRA W O S 0.1223 � 204IS" � 21004 NTY DRAIN DONNSTR£AAl Of GATE x,41 W3QGF ,-.. PVC `f \ / 202 16" If CVT p4 OR/LL Gf4/F/C£ 6" MAX. /N END PLAT D[ DETENTION VA ULT-TOP DETAIL EX ROiCK LINED DITCH �� x /E 7fQ.010 r % � ncrcivriniv �i� i ii iivrcvnv cr� SCALE- 1'�--20' SCALE: 1 " = 20' o 10 zo .o SCALE- 1 "=20' 12" TE£ W. 0. SURFACE_ £L. 215.20 +_ 12" /E 213.20 VAUL T INLET NEL /NER" BRA ND STA/NLESS ST££L ADA/STABLE CLAMPING BRACKETS OR APPROW0 EOIVAL. SEE NOT£ 2 90• BEND NOTES. 1 ALL P/PSE AND FITTINGS SHALL BE SIMALAR SIZE AND MATERIAL AS INCOMING MAINLINE. 2. "RELINER" BRAND STAINLESS STEEL ADJJ57ABLE CLAMPING BRACKETS OR APPROkED E00AL SHALL BE INSTALLED *THIN 6" OF BOTH BELL AND SPIGOT ENDS OF EACH DROP PIPE. STRAPS SHALL BE INSTALLED WTH A MAXIMUM SPACING OF 4 FEET OW CENTER. BRACKETS SHALL Bf - ATTACHED UTILIZING STAINLESS STEEL EXPAN516W BOY TS. MIN. 2 EACH A T CONNECTIOW POVNIS: /NS/DE DROP CONNECT/ON FOR DETENTION VAULT : : FW1,SHED .GRA�1E PROF/L�£ : (tW.� . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . : : : FINISHED . GRADE PROFILE (TYPE R£i!,(OV�QBLE' .. . . . RE A/N/N. . . . . . . . . . . . . . . 230 GRAZE .. . WALL :......--..... :....:....:....:....:............................................................................................................................................. Mare ......... ......... ......... ......... ......... ... .... ......... ........ . :::::: ........ .... :::: ::::::::: ::::::::: ::::::::: :::: ::::::::: ::::::::: RISER ELEV. 222.20 225 • ...... ......... ......... . .00 R 225 ................................ ........................................................................................ .............. ... ..................................................................... ...... . . . . . ._ VARIES C1�•���RES.. TING GRADE . . . . . . ®.' . . . � . :DES/GN: N!S £L 222.3' : : : :£L.222. 3 ......... ......... ......... ...... �toRAc� ... ... ..... ........ . NON -MET DER .. ....... . .. ......... ......... ......... ........ ... ..... ......... ......... ALL/CLAD STEPS (r ) . . . . . . . . . . . . . . . . . . . . . . / . . . . . . . . . N!Q SURFACE. . . . . . . . . . . . . . . . . . . . . . . . YP 215 ".F ! :: wQ SURFACE EL:2�5.2 ......... ......... ........ - _ - - EG.21,�. _ _ . ......... 215 ......................6....F ING........- " `t DRA/, V . . . . . . . . . . . . .WANG . . . . . . . . . . . . . . . . . . . . . . . ..... 2' DEAD 'DEAD:... . . . ......... .... . STAINLESS STEE STRAPS 4 DEAD : f�4RA/N . . . . . . . . . . . . . . . . . . _ _,� . . . ORA/N L IE 21.3.2 . U . . . . . . . . . STGIRAGE . . . . . . . . . . . . . . . . . . 570RAGE S7VR4GC . . . . . . . . . . . . . . . . . . 0 -- IE 21J32 0 p.l 21,2 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 6":FIST%N . . . . . . . . . . . . . . . . . . . . . . . 0 24" CTRS. MIN. . . . . . . . . . . . . . . . . . . . DRA/N 213.2 • r� OE SED/HENT . . . . . . . . . . . .CELL) : : : :212 64. . . . . . . . . . . 12 X12"x12X8" AL UA//NUM . . . . . . . . . . -.;,�; ?09..9 . . . . . . . . . . . . . . . . . . . . . /E 213.2. STORAGE 21D 0 9 ......... ......... ......... 2132 EL.• 211.2 ........ ........ 21D CMP CROSS .................................. ........, ............................... ............... 4. ........ ........ ............................. . .. a.4 Zp 21 rn o 12" A'WRAGE . . . . 12v A P RAGE : . SEDIAFNT- STORAGE. . . . . . SED/HENT SFORkGE . �. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 12" /E 215.20 . ......... ......... ......... ......... ......... ......... ......... 205 ......... ......... ......... ......... ......... ......... ......... ......... ......... 205 ......... ......... ......... ........ NOW POUROU NAN ..... ..... ..... ..... ............................................................................................................................................................................. . . ........................................................................................................................................................................................................................................................................ N ... ............ Ln SHR/NK/NG GROUT AROUND . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . PIPE AS REQ D (TYP.� .... ... ........ ... N NO SCALE ILL VA UL T RES TRIC TOR PLAN DETA It REMOVABLE GRA TE RIM 226.010 '' ko+_ :. 10 r `� MAX. W.S. ELEV. 222.30 \ . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .SECTION . . . . . . . . . . . . . . . . . . SEC. T.. 6" /E 213.20 ION. ......... ......... .. ......... ...... ......... ......... .. ...... ......... :200 1 ......... ......... ......... ...... .. ......... . ATE !/AL VF m ................. ......................................................................................................... ................................ ................ILE............................................................................................................... ....................... �!. V . . . . . . .rn .. ...... ........ ....... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . rn CD . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . ......... N ......... ......... ......... ......... ................... ......... HORIZ SCALE. 1 »,_ 20' EXISTING: GRA. DE : . . . . . . , . HQR/z'. SCALE: : 1:'$- 20' . S`CA�F. 1 "_' E1V,4 TION: (:TYP� : :VZ_R T.- SCALE:- 1 = . ATI •TYP ...... ......... ....... ......... ......... ....... ......... ELEV A'V STJN l?ADE OR/LL OR MACH/NE EXI G FINISH A NS GR DE ..............................................:...............................................:.................................................:.................................................... :.. 3/4"� ORIFICE £LE A llav (r � £LEVA-fl0V (TYPE ::::: :: 4' MSN CUT IF�CE : IN RES TRIC TOR END cn ......... ......... ........ ......... ......... ...... w......... ......... ....... Q........ ......... ......... ......... ........ ......... ........ ........ ......... ......... 223.70 4" ELBOW N1TH 15/16"0 ORIFICE SEE ELBOW DETAIL, THIS SHEET EL. 220.30 " " TH 1 1 i IF/ 4 NI 3 6 ORIFICE CE / DETAIL, SEE ELBOW OE L, TH/ S SHEET EL. 219.20 HANG SHEAR GA TE ROTI AND HANDLE. ON LADDER EL. 211.20 EL. 213.20 o : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : , " N . . . . .Sa' i�: : : : : : : : ......... ......... VA UL TRES TR/CTOR DETAIL �,N ' 0 1 "2' HOIRZ. N 6f 00 6f 50 7f 00 2f 00 1 f 50 1-f 00 1'� 2' v�-RT. 1 "=2' HORZ. 1 "=2;fRT, REA/OVA&E WATER AC/•/T COUPLING (A°DGWAL) z 4" ALUM/NUA/ GI/P N z W R£00 £LEV. Z o 6' M/N. W ,-.. Qy MELDED ELBOW MA CHINE Q CVT p4 OR/LL Gf4/F/C£ 6" MAX. /N END PLAT D[ ELBOWDETAIL NO SCALE x R = 382310 NOTES 1. ALL METAL PARTS MUST BE CA4RO961N RESISTANT. STEEL PARTS MUST BE GAL VAN/ZED AND ASPHAL T COA7E0 (IR£ATA/ENT 1 OR BETTERJ. ?. PROND£ WATER STOIA AT ALL CAST -IN-PLACE CGWSIRUCDGW JOINTS. 3. VAULTS d0' INDE A/UST BE USE R£A/0VA&£ GRATES 4. PREFARP/CATED VAUL T SEC IIGYVS MAY REQUIRE STRUCTURAL A/AD/F/CAT/GYVS TO SUPPORTS 5)(10' 0£N/NC 0 W MA IN VAULT. 5. ALL 1/i4UL T AREAS MUST BE N1TH/N 50' OF AN ACCESS PLYNT. DATUM NAM 88 A 6 S/S OF A 6EA RINGS N895915 IY ALOYVC THE NORTH L/N£ OF THE NA?7HNfST QY/ARTER OF SECT/AN 20 B£TM£EN THE FOUND NGYP1Fl (aUART£R CORNER AND THE FOUND SECAGW CORNER PER RECORD GIS SUR WY R06Y70£D UNDER RECORDING NUMBER 2000101012900001. BENCHMARKS CITY OF RENTOW BENCHMARK NUMBER 418 BRA55 PIN /N CONCRETE MONUMENT L OCA TED A T THE INTERSECT/OW OF SOUTH 7TH STREET A R T A UUTH ND EN AN VENUE S ELEVA 776W 305.80 (93.21011) IN COMPLIANCE WITH CITY OFRENTON STANDARDS r� B Y: 4tSL DATE:- B Y: DATE: B Y: DATE: BY.. DATE: Re► , .... SO z • H: N z Q Y L SO z om 0 z z Q 0 0 O 00 W ,-.. co � Q v, LJ o D[ a o x z OL � U. h o y � Z v Q >0 � Q z Ld h lv z Q O C) Z CL w C) ..ft • z z O o uiCie z _ Li 3: W Q CL W Q w (h z 0 Q) o Q z SHEET OF C4,,31 W L c om 0 z z Q CD 44th CD CD C oP 0 m 1 � Q Z LJ o W m m Q z 0 -4 D CA� v Q 0z 'i Q Ld lv � O C) w > z z O Li 3: Q CL Q w (h a. 0 0 o Q SHEET OF C4,,31 16 PROJECT NUMBER 04.139M L cn c om 0 z z v CD 44th CD CD C oP 0 m 1 � o0 z m z W m m 0 -4 D cn D om 0 v 1 rC>c �CA nCA 44th CD CD C oP 0 >� CD r 1 cn> 7 N W cn D CD 0 v m o C c <_ 7 < FRAME AND VANED GRATE OR 12's ONE #3 BAR HOOP FOR 6'HEIGH I TWO #3 BAR HOOPS FOR 12' HEIGHT RECTANGULAR ADJUSTMENT SECTION '4 6 #3 SAR EACH �,ORNEF #3 BAR EACH SIDE #3 PAR EACH. PRECAST BASE SECTION #3 BAR EA0H CORNER 181, MIN #3 BAR HOOP --------- PIPE ALLOWANCES ------ - --------- MAXIMUM I PIPE MATERIAL INSIDE DIAMETER REINFORCED OR PLAIN CONCRETE I ALL METAL PIPE 1 151, Cpssp* 12" (STD. SPEC. 9-05.20) -------- - - SOLID WALL PVC (STD. SPEC. 9-05.12(1)) PROFILE WALL PVC (STD. SPEC. 9-05 CORRUGATED POLYETHYLENE STORM SEWER PIPE NOTES I As acceptable alternatives to the rebar shown in the PRECAST BASE SECTION, fibers (placed according to the Standard Specifications), or wire mesh having a minimum area of 0.12 square inches per foot shall be used with the minimum required rebar shown in the ALTERNATIVE PRECAST BASE SECTION. Wire mesh shall not be placed in the knockouts. 2. The knockout diameter shall not be greater than 20". Knockouts shall have a wall thickness of 2" minimum to 2.5" maximum. Provide a 1.5" minimum gap between the knockout wall and the outside of the pipe. After the pipe is installed, fill the gap with joint mortar in accordance with Standard Specification 9-04.3. 3, The maximum depth from the finished grade to the lowest pipe invert shall be 5'. 4. The frame and grate must be installed with the flange down. 5. The Precast Base Section may have a rounded floor, and the walls may be sloped at a rate of 1:24 or steeper. 6. The opening shall be measured at the top of the precast base section. 7. All pickup holes shall be grouted full after the basin has been placed. 8. All grade rings and castings shall be set in mortar in accordance with Standard Specification 9-04.3. SEE NOTE I ALTERNATIVE PRECAST BASE SECTION PUBLIC WORKS CATCH BASIN TYPE I DEPARTMENT TOP 24" 4 EQUAL SPACES �_____A_EQUAL SPACES - --------- . ...... . . ........ , ------- . . .......... M77 y® � SECTION = A SLOT - SEE DETAIL AND NOTE 1 SM. PIM 200.00 MARCH 2008 SECTION 61� I � C BOLT -DOWN SLOT DETAIL SEE NOTE I NOTES Provide two slots in the grate that are vertically aligned 1. with the holes in the frame. Location of bolt -down slots varies among different manufacturers. ISOMETRIC 2. Refer to Standard Specification 9-05.15(2) for additional requirements. 3. Use only on sags and vertical curbs locations. 4- Unless otherwise specified, vaned grates shall be used with standard frame in the travel way, gutter or shoulder. vaned grates shall not be located within crossroads. Use vaned grates along rolled curbs. y STD. PLAN 204.30 PUBLIC WORKS RECTANGULAR BI-DIRECTIONAL UL DEPARTMENT VANED GRATE MARCH 2008 NW 114. NW 114, SEC.20. TWP.23 N. RGE. 5 E.. W.M. CATCH BASIN FRAME AND VANED GRATE (DETAIL 204.00) HANDHOLD Z REG -(ANGULAR ADJUSTMENT SECTION OR CIRCULAR ADJUSTMENT SECTION k GROUT TYPICAL (SEE NOTE 5) _7--- Z FLAT SLAB TOP Z - ------------- < jIlj 4W, W� 60", 72'f.W OR 96" - - - -------------- MORTAR (TYR) < STEPS OR, I -ADDER II I AI MORTAR FILLET REINFORCING STEEL IWr LO GRAVEL BACKFILL FOR -1-2 PIPE ZONE BEDDING AM- ------- SEPARATE BASE INTEGRALBASE CAST -IN-PLACE PRECAST WITH RISER °n" RING' GRAVEL BACKFILL FOR SEDDING Pir"E' �_6Nr A1.1-1-1-1 A."aw"W41 SEPARATE BASE CATCH BASIN DIMENSIONS PRECAST MINIMUM BAS CATCH i WALL BASE BASIN i ITHICKNFSS KNOCKOUTI DISTANCE THICKNESS DIAMETER 1 SIZE BETWEEN ---- - ----- 48" i 4" 61, 54" 4.5" ... ........ . .. 81, ------ - - -- 601 51 81. ---------- -------- 1 - 72' - - - - -------- 61 -------------- - __ - - - 0.19 019 ------------ 84" ai� 12' 96, 8� 1 7 NOTES I. No steps are required when height is 4' or less. 2 The bottom of the precast catch basin may be sloped to facilitatecleaning. ,3. The rectangular frame and grate must be installed with the flange down. The frame may be cast into the adjustment section. 4. Knockouts shall have a wall thickness of 2" minimum to 2.5" maximum. Provide a 1.5" minimum gap between the knockout wall and the outside of the pipe. After the pipe is installed. fill the gap with joint mortar in accordance with Standard Specification 9-04.3. 5 All rade rin i r and castin s shall be set in mortar in accordance with MAXIMUM 11114 E REINFORCING STEEL. KNOCKOUTI DISTANCE 1, in;'Ift. IN EACH DIRECTION SIZE BETWEEN 0 00 > LL! KNOCKOUTS SEPARATE BASE INTEGRAL BASE P 36" A > . 0.23 0.15 .. . .......... -----1.1"___+____.-'- 42' - ------ 61 Old -------------- - __ - - - 0.19 019 '0' X 3------ ------------- --- -- --------- 48" 81, 0.25 0.25 6011 12' 0.35 0.24 k) 0 72 9 12" 1 0.39 029 an 12" 0.39 ------------ ---------------------- PIPE ------ - ------------------------ ------- ALLOWANCES Q CA TCH PIPE 11%AATERIAL WITH MAXIMUM INSIDE DIAMETER DIAMETER -------------- ___. ____hiaiall ALL CONCKlizuE-1 METAL r CPSSP WALL WALL I i �f) PVr' PVC `Vo .......... 48' 24" 30" 24" 27" 30' Z ----- - ---- - 54' 30" '3r," 30 27" 36" 60' 36" 42's 36" 36" 42" 72' 42" 54" 42' 36's 48" .......... _ ........... .- ...... ----------- --- PA' 54" 601, 54's 36" 48" 96, .......... --------------------------- 60" -72" 60" 1 36" 48' g g , , g 'E i Corrugated Polyethylene Storm Sewer Pipe (Std. Spec- 9-05-20) Standard Specification 9-04.3. 2 (St.0. Spec. 9-0512(l)) (Std. Spec. 9-05-12(2)) STD. PIAN 201.00 MR PU'BLIC 6 ORKS I CATCH BASIN TYPE 2 DEPARTMENT MARCH 2008 LANE LINE MARKING STANDARD VEHICLE WHEEL. PATH -------- 4.1 5' MIN. MIN. MIN, ----------- ACP CLASS* MIN. IN. 6" CRUSHED 2" CLASS 'B' SURFACING TOP COURSE 2" SAWCUT AND REMOVE EDGE OF PAVEMENT, OR GRIND, SEAL WITH EDGE OF CURB & GUTTER, AR400OW OR CENTER OF LANE LINE MIN. HO SEE NOTE 29" MIN. 1" MIN 20 14' - --------------- - - ------------------- TYR ---------- - ----------- Z A cS SEE NOTE 4 (TYP.) SEE NOTE2 Z (TYP -------- 1 ----------------------- I- - ---- TOP VIEW FRAME DETAIL CURB OR CURB AND GUTTER ISOMETRIC VIEW PUBLIC WORKS + DEPARTMENT L *MINIMUM ACP CLASS 'E' or 'B' SHALL. BE: PRINCIPAL/MINOR/COLLECTOR ARTERIAL STREETS & INDUSTRIAL ACCESS STREETS - 6" ACP CLASS 'E' or 'B, RESIDENTIAL ACCESS STREETS - 2" ACP CLASS 'E' or '13'. NOTE: UPON REQUEST OF ENGINEER, NEW ROADWAY PAVEMENT SECTION MAY BE DESIGNED USING AN APPROVED METHOD FOR TYPICAL LONGITUDINAL PATCH AND OVERLAY DETERMINING PAVEMENT THICKNESS. FOR FLEXIBLE PAVEMENT ADOPTED Crff OF RENTON + STANDARD PIANS LST DATE: 02/05 02/2005 MODIFIED NOTES DCV DC 07/2004 MODIFIED NOTES DCV GZ --- 5A -TE DI DWG. NAME- H032 SP PAGE:HO32 .............. BY APPR tBRIS GUARD, AHED GRATE LAME DETAIL SECTION I A CATCH BASIN T' GRATE FRAME 24" T---------- -- - --------------- Z N SL( BOLT DETAIL AND N07 0 2 1 f2'DIAM. HOILE Nil -DOW =34' (`WIDE SIDE) CATCH BASIN TYPE 1 - -------- - ----------- Z 40' (WIDE SIDE) CATCH BASIN TYPE 1L ---- - ------ SEE NOTE SECTION i'A i NOTES 1. The asymmetry of the Combination Inlet shall be considered when calculating the offset distance for the catch basin. See SECTION A. 2. The dimensions of the Frame and Hood may vary slightly among dif- ferent manufacturers. The Frame may have cast features intended to support a grate guard. Hood units shall mount outside of the Frame. The methods for fastening the Safety Bar / Debris Guard Rod to the Hood may vary. The Hood may include casting lugs. The top of the Hood may be cast with a pattern 3. Attach the Hood to the frame with two 3/4" x 2" hex head bolts, nuts, and oversize washers. The washers shall have diameters adequate to assure full bearing across the slots. 4. When bolt -down grates are specified in the contract, provide two holes in the frame that are vertically aligned with the grate slots. Tap each hole to accept a 5/8" x 1 NC x 2" alien head cap screw. Location of bolt -down holes varies among different manufacturers. See BOLT- DOWN DETAIL 5- Only ductile iron Vaned Grates shall be used. 6. This plan is intended to show the installation details of a manufac- tured product. It is not the intent of this plan to show the specific details necessary to fabricate the castings shown on this drawing. OPEN CURB FACE STD. PLAN 203.00 ---------------------------------------------------------------- ----------- -- ----- FRAME AND GRATE MARCH 2008 INSTALLATION DETAIL 2 L A OR C M IN M I I 1MIN MIN k4i I N i C L A'S 'F'�' 1J1_:11H;!T_'1__-'J R�'"K, __1_" AD LL_ iL.-L, REQJIR'E_D BY IE-NGINEER M N - -- - - 9 ------------ TT i D E P r"� �J r C'A fv/�C k N; I— -'E V 0 ----------- 6, M 1 - ------------------ ------------- MIN DW( FO F' MUN '-S)TANDARDS, S "I J_z [`� P /A "'E H �3 �FIED NC MOD jTES ---------------- ----------- ----------------- ---- - - - - -- --- ------------ MODIED NOTFS DCV Pv REVIS30N I 0 F_ (""U B 0 R) I`-) F_ F) A Is, /I i:_N I ENTER LINE OR Ll N E �ANE TOP 4 3/4" 1 112" ------ - - ------ -- --- 7, N 3-1 -- --------- ------ ------- 39" R - SEE NOTE 2 SECTION �A 7 7 51 4 1 1 12� 112" _4 '314" 3/4" 1 4"A" -J 314- DIAM. HOLE 1f2l' DIAM. HANDLE �4 --- -------------- - 51 SECTION C) X BOLT -DOWN SLOT DETAIL SEE NOTE I SECTION NOTES Provide two slots in the cover that are vertically aligned with the holes in the frame.Location of bolt -down slots varies among different manufacturers. 2. Alternative reinforcing designs are acceptable in lieu of the rib design. 3. Refer to Standard Specification 9-05.15(2) for additional requirements 4 For Frame details, see City of Renton Standard Plan 204.00. 1_0 ISOMETRIC y STD. PIAN 204.10 PUBLIC WORKS RECTANGULAR SOLID s, ML DEPARTMENT METAL COVER MARCH 2008 _A�""ING "'('1 11 & D SURI]: I'J "/"j E TYPICAL TRANSVERSE PATCH FOR FLEXIBLE PAVEMENT ADOPTED CITY OF RILN'TON STANDARD PLANS LST DATE: CO2 '05 MS�r`10,32 ----------------- ---------------------------------------------------------------------------- - --- IN COMPL A NCE WITH CITY OF RENTON STANDARDS BY: DATE: B Y: DATE: B y: DATE. BY: DATE: N 11114 _J • IN C13 L614 0 00 > LL! _71 00 0. A > . Z LLJ < TOP 4 3/4" 1 112" ------ - - ------ -- --- 7, N 3-1 -- --------- ------ ------- 39" R - SEE NOTE 2 SECTION �A 7 7 51 4 1 1 12� 112" _4 '314" 3/4" 1 4"A" -J 314- DIAM. HOLE 1f2l' DIAM. HANDLE �4 --- -------------- - 51 SECTION C) X BOLT -DOWN SLOT DETAIL SEE NOTE I SECTION NOTES Provide two slots in the cover that are vertically aligned with the holes in the frame.Location of bolt -down slots varies among different manufacturers. 2. Alternative reinforcing designs are acceptable in lieu of the rib design. 3. Refer to Standard Specification 9-05.15(2) for additional requirements 4 For Frame details, see City of Renton Standard Plan 204.00. 1_0 ISOMETRIC y STD. PIAN 204.10 PUBLIC WORKS RECTANGULAR SOLID s, ML DEPARTMENT METAL COVER MARCH 2008 _A�""ING "'('1 11 & D SURI]: I'J "/"j E TYPICAL TRANSVERSE PATCH FOR FLEXIBLE PAVEMENT ADOPTED CITY OF RILN'TON STANDARD PLANS LST DATE: CO2 '05 MS�r`10,32 ----------------- ---------------------------------------------------------------------------- - --- IN COMPL A NCE WITH CITY OF RENTON STANDARDS BY: DATE: B Y: DATE: B y: DATE. BY: DATE: N 11114 _J • IN C13 ME 7 Z a �� z C13 L614 0 00 > LL! _71 00 0. 00 > . Z LLJ < (14 Old M '0' X Z < 4. C: LL CN -C OD U, Z k) 0 4! 00 00 Z Qci an jV Q -'J 0 th Q Lli CL > Z Z 0 LLJ 0 OG UJ < M < Lu cr- 0- < SHEET OF CA32 UJ 7 Z > �� z C13 L614 O > _71 > Z LLJ < Z M M M Z < 0 zt� �J 'WI Qci c) LLJ jV Q -'J 0 th Q Lli > Z Z 0 LLJ 0 cr- cf) < M < Lu cr- 0- < SHEET OF CA32 16 I PROJECT NUMBER 04139M 7 Z > �� z C13 M C5 O > _71 > Z M Z M M M 0 > tM 00 Cn CDx D C) O > CD > Cn > n 3 :0 3 3 Cn STANDARD UTILITYNOTES GENERAL 1. ANY DEW AGWS REGARDING THE W.4T£R AND SENER /A/PROV£A/EN75 SHALL BE 5UB1//T7E0 TO THE CITY OF RENTGW, UAL/TY D/VJS/GW £NLYNE£R F614 APPROVAL PR/AR TO /A/PL£A/ENTADGW /N THE F/£LD. 2. ALL MgRI( AND MA TER/ALS SHALL CONFORM TO THE STANDARD SPECIFICA TIONS AND DETAILS 6 F THE C/TY OF REN TON. WA TER AND SEMER SPECIFICA XW5 AND DETAILS SHALL BE THE SPECIFICA TIONS AND DETAILS IN EFFECT ON THE DA TE OF APPROVAL OF THESE CONSTRUCTION DRAWNGS. J. THE CONTRACTOR SHALL BE RESPOV518LE FOR L 0CA77NG ALL EA75TING UNDER- GROUND UTILITIES. CALL UNDERGROUND L OCA TE SERVICE, 1-800-424-5555 FOR UTILITY MARKING. 4. NO MgRK SHALL COMMENCE PRIOR TO A PRE -CONSTRUCTION CONFERENCE A T THE CITY OF RENTON. 5. COORDINATE *TH LANDSCAPING IMPROWMENT5. NO TREES SHALL BE PLANTED WHIN 8 FEET OF WATER OR 5EMER IMPROWMENTS. WATER 1. ALL FIRE HYDRANTS SHALL BE COVERED NIIH A BURLAP SACK UN1IL THE WA7FR 5)^5'IEAI HAS BEEN PLACED IN TO S£RNC£. 2. FIRE HYDRANTS SHALL B£ EQUIPPED W 7 5" L OCK/NG 5TORZ COWNECTORS. 3. ALL NEW RESIDENT/AL STRUCTURES SHALL HA W INSTALLED AN APPROVED RESIDENTIAL FIRE SPRINKLER SYSTEM. SEWER 1. SIDE S£NERS SHALL HA W A A//N/A/UM SL (.loE OF 2X 2. 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TRENCH RES TA4AAAN AND OWRCAY REIX//R£A/ENTS. - 1!!!!! -ow ( t) SCALE: 1" = 40' a zo 40 80 6" 1 R- 3823 12 IN COMPLIANCE WITH CITY OFRENTON STANDARDS By.. 1111AAy'l - BY: ",�ti Gr�a,v 8 Y: 8Y: `� 1 r , -y �, �,_ �'1 ,) -,r W, DATE: - ,�PIILL6--� DATE. p Z �V DATE: DATE: R� ,1111 aZ t) 1x : 9 *ir.0 Nk!o • < N N +►! •W •• 0�f • • WOO N o 0v. ', • , s • • • • i-, N ✓) aZ ^z M Z 7 n z r- 0 N o h M >- w i-, 4* o,h co > l i w " DC a o ,� z Q a- � � (/) N a 00 ' z �� h 0 r- Kw > 00 (30 Z � m NZ -q Z Q 4..j O Ch 0 Z CL w C') ' t - V) (.) 11 W 0 I Z or. W (:) d - w <t Z a Q) o Q Z SHEET OF c5.o1 w ✓) �. ^z M Z 7 n z _ c 7 �14I-'C) 7 ' w '� N 4 � -7 Q � z Q Z Z - � n � � D cn u . Q z Q aD U Li C) 4..j O Ch 0 0- w ; d - <t a o o Q SHEET OF c5.o1 1 16 PROJECT NUMBER 04139M ✓) J 4 m op t: *d o2 1 0 m n� 4�6 00 N -�t 0 r W cry y N w cn ^z M Z 7 n z _ c 7 7 00 m z TTI z D o F71 m cn n � D J 4 m op t: *d o2 1 0 m n� 4�6 00 N -�t 0 r W cry y N w cn D 7 n 0 00 m D o D ,C n � D cn - IS7 Yx24" PLASTIC mETFER-, BOX EQUAL To MID—— "A,l-ES PLASTIC, INC. BCF SERIES xC 1-324-18 WITH 11,75" THICK Di,,ICTILE CITY PIRIVA-IFE IRON DAMOND PL(kTF. 'COVER EQUAL TO MID --STATES PLASTICS, INC, MSCEIC-132,1 R WITH READER Lr;D AND 21" DRILLED HOLE PIPING P'P;NG FCR TOlUCHREAD I LiF,, (SEE DETAIL A -A) - ------ z 1 'uNIMPROVED RIGHT OF WAY iNSTALL MIETER EIOX A T PROPERTY LINE WITH, 12" L( - N CCDPPER -TAILPIECE, 9 tAi I N a_ CL SIDE`&AI_k', 01 12" MAX FINISH GR ADE -- y-. ------- -------- ------- T ---------- --------- - ---------------- - ------------------ ------------------- -- ........... . ... ------ --------------- --------------_ .... . .......................... ........... . .. WATER < L > lM E, TE R 0 BE,'jx Z 0 12" Z_ x SUPPLED BY THE < a; 76" M'N,' e_,Fi,/ER 'V _72 Ld > TYPE "K" SOFT CD 0 . . . ............... le"OPPER TUBING 22-1 -- ------- _4 ---- ------------------ NPW DulT 11_1 - (?0N N WATERVIAIN I F . L;ER`v`ICE ILINEE TO t -OUSE iS TO BE i'N THE FUTUR`E INSTAU, "F-C)IRD C,143OR 44 wlPTI x C.OtAPRESSION COUPLING ----------------- TERUNIE _00i'p DOWN TO CEN; U MAIN 'I T -) ROVIDESLACK IN COPPER COPPERR'SE1 ITER FOR 5/8,"xll_'/4" METER_ FORD SERVICE LINE TO METER. VBH72-15W-44-33G, OR McDONALD BRASS., 21-215WCO033, OR MUEIL-'�P: 3/4-8-2470--2 1001-1-1 ANGLE BALL VALVE ON INLET AND SINGLE CHECK VALVE ON OUTILET C WITH BAD- VALVE, FORD COPPERSE-JER FOR 1" METER� FORD, VBH72--151N-44---441G, OR ORPC OPA_TkN TOP TAPER ED 114�F,4,D `CC`� QUICK 11 L. 11 ) JOIN McDONALD BRASS: 21 -415WCQQ44, OR lvlUELLER: 1 ---B---2470 - 2 (3/4" FBIC_30) OR AY MCDONAID 47018 BOTH INLET AND OUTLE1,'" WITH QUiCK JOINT. PADLOCK WINGS ON (1" FB1000 x; Q) OR AY MCDONALD 4701P INE EET ANGLE BALL. VALVE AND SINGLE CHE'11'K VALVE ON OUTLET, ALL FITT",NGS SHALL BE WITH 'QUICK JOIN -l", N () I -E, AU. METER L40XES INSTALLED WITHIN CONCRETE OR PAVED DRIVEWAYS SHALI_ RE CA.',:J-IRON 'EQUAL TO OLYMPIC FOUNDARY. EXPANSION JK)IN Fs MUSH BE INSTALLED C)N BOTH SIDES OF METER BOX. A tit fir_---- - ------ DEC L 2" 'Dik (;OLE FOR. AMR (ALJOMATCl ✓ - ----- 2 --'1 /2 M�N� FROM NEAREST AND FRONT EDGE COF PIT LiD -------------- -- ---------- ------- ---- TYPICAI_ I R "3 /4„ 0 R 1 " GALVANIZED PLUG i N,�C_) I E r' Cfl-_'Nlli,)F THE HOLE millUST BE AT !_EAST 1" FROM UNDFRINEAl' RIOS Ni ESS THE RIB SPACING Ai LOWS THE N U 'IT 7-C AGAINST THE OPEN SIDE OF MORE THAN C) N E RIB. y 3/ 4" AND 1 WATER SERVICE i SM. PLAN 320.1 .3 w 0 -------------------- - - --------- -------------- ------------------------ - -- -- ----- + m 20C -,M' NW 1/4. NW 1/4. SEC. 20v TWP.23 N.. RGE. 5 E.. W.M. � N S 1, IDE HOUSE I"RE;`ERRED CONFIGURATION 9 /T 4 2 FLOW ..... . .... ADJACENT TO WATER METER PROPFR.IY L�NE S A vpu U "S, 7 FILL -- -------- 24!' M, I N 6" FROMG,R'AIVEr�_ 6 WATER TY L. PASTER' FLOW - ------------------ ------ — ---------------- ---- - -,__- - ----- - - ------------------------------- ------------------------------ -------------- - ---- - --------- FUNCTON . � # AM1 fff FUNC71 O ON � A PRESSURE REDUCING VALVE I'S' TO REDUCE IT F CE ........ . . . ........ ....... ...... ....... .. . ......... --------------- HiGH-WAIC�.R FRiSSURE'S IN THE, SERVICE CONNECTION TO AN 1 9n* GALVANIZED STE'Ell- ELBOW /4- EA, A"CCEPTABLE RANGE OE55 TO 75 PSI ir,,ISTALLA_liON OF A 2 3/4" PA f<: JOINT COUPLING W"MALE IRON PIPE 2 EA, P RESSURE REDUCING VALVE IS REQUIRED WHERE THE SERVICE CONNECTION PRESSURE EXCEEDS 80 POUNDS PEP SQUARE lNCH THREAD FOR COPPER PIPE SERVICE: FORD C84-33 CP, IN ACCORDANCE TO THE i..)NIFOPM PI.UMBiNG CODE. ECle'UIVAILENT FOR 'GALVANIZED PIPE SERVICEFORD C85-:33 OR EQUIVAIL-ENT !NiSTALLAION _K PRESSURE RFDjU:'CIN(_,' VALVE W/ST-HAINER --- 3/4 1 EA, THE PRESSURE REDUCING VALVE- SHALL BE LOCATEID (-',N OUPLINGS AT iNLET WITH UNION Ck ; AND OUTLET, THE CUSTOMER'S PROPERTY "DOWNSTREAM" OF THE 'WILKINS 600 SERIES OR EQUAL (Al,7H lNTERNAL BYPASS METER BOX, RESPONSIBILITY FOR PROPER iNSTALLAPON, OPERATION, AND MAINTENANCE OF THE "VALVE SHALL BE ANED STRAINER) ASSUMED BY THE CUSTOMER. THREE POSSIBLE CONFIGURATIONS FOR INSTALLATION OF THE VALVE ARE 4 1 EA, 3/4" CLOSE UNION -- BRASS "M X SHOWN ABOVE. A BUILDING DEPARTMENT PLUMBING _5 3/4" BRASS vAILVE VARIABLE FEE NAIT IS RE( UIRED PRCOR TO 11"45TALLATION 6 1 12" STANDARD METER BOX /SOLID: COVER 1 EA, CONCRETE: 117 1/4 X 18 5/8 INSIDE. DIMENSIONS, ECAAL TO FOG7-ITE METER SEA� CO. +2 PLASTIC: 1,� X 24 Z INSIDE 1 4 DIMENSIONS, -QUAL TO BROOKS METER BOX VARIABLE 3/4" GALVANIZED STEEL PIPE, THREADED, LENGTH AS REQUIRED a 3/4" X ,/4" X .3/4" 'STD_ BRASSE TEF 1 EA, 9 1/4" PETCOC'K (M X 1 Ek 10 3/4- FTRASS NIPPLE VARIABLE 340.5 STD. PIAN ,V� (J: 3 11('11 �6 & 1" INDIVIDUAL PRESSURE REDUCING + 4 ---------------- - -------- I --- -- -- -------- VALVE ASSEMBLY x A ---------- --------- N 4:5 4 BE N D 22-1/2- BE N 1.) .. .. .. ...... .............. +9 G, B D, TEE - - - -- - - - - ----- ----------- -- - -- --- - --------------..... - ---- - - ------------------------------------ - - .... ...... .... ... ............. . .............. ..... . . . .. . ........................ . .... . . - ------ ------- -- ---- -- - --------------------------------------------- ------------------- ,I T B L j -OR -A' -OWNWARD VE TC HRUSI_ I CDCK 9EARIf`-4G APEA IN S`UARE FEE'[ ""SEE NOTES" F , HORiZON1 L AND JH BENE COMPACT SAND COMPACT SAND & RAVEL FIRM SlLfY ...................... ------------ - . . ...... ........ .......... -------- -------- ----------- --------- 1- ------------- -------- 9 0 45* BEND 111 1 �l 1/4* i 9 0' 4-5' BEND 0", 45' BEND 1; T TIN G; BEND' TEE ICAP OR PLUG & 22 -1 BEND TEE CAP OR PLUG & 22 1/' !BEND TEE i4AP OR PLUG & 22 1/2' BEND B E,,,4 D I BENI—! I— V - — — --------- - - ---- - --- 4,_� ----------- ---- - -- — -- - - - -------- ------ 2,9 2,'; c, . . .. .... I I _4 4" - -- ------- - --------- ------- ___- 7 4�7 1.9 3. r; 2- 5�0 1 3.5 i 14 3 - 35 11 b. -, I _7 I,, - 7 !1,[ -7 84 8,4 1 88 1 6�3 6,3 2.5 ca—_F53 _01, 37,51 'I 2� T 15 TJ -5 18.8 18,8 7�_ 4,0 11 4-. 0 1 --------------- --------------- 126 - -------- - . ......... ..... ----------_-------------- _ . ....... ... . .......... . ---------- -------------------- ----- -- e e -1 ss AREAS CALCULATED ON 300� PSE TEST PRESSURE .3 -0" DOVER FOR WATE. MAIN LESS THAN 12', 4 -O` MIN, COVER ',-OF WATERMAINI 12" OF GREATER, MAX. l-lllEI(-,HT li-IRUST BLOCK Wil -.-- 0,5 x DEPIHTPFNl'I-,,. MIN, HE 3,.I, "-)F' PHRUT BLOCK OD- PIP n� iRUSI BLOCK ME, REA REFERS TO - 6,CE OF BLOCK W IN SQUARE FEET ........... 1, LOGA(iON AND SIZE OF BLOCXNG FOR PIPE. LARIGEF THAN ANE --)R SDIL AN SHOVINJ 'SHALI DIFFERENT THAN BE DETERMINED .3� -HE ENIOINEEP. 2, !',LL BLOCKING SHALL BE PG;11:PiDD IN PLAC"F AGAINST UNMS�. UR�4 D 3R,:),,jN5, 3. ALL. POORED THRLJS)T BLOCKS SHAiJ.. BE BACKFIL4..IEED AFTER MiN. ' DA. PRCSSjr eF T--sr.,NG aIALL OCCUR AFTER CONCRETE HAS REACHED NOMINAL COMPRIS�IvE 4, ALL BLlDCKfI'4G, SH,k BE CONCRETE CL 5 (1 5, BLOCKING AGAIN FI-TiNG'S SHALL BEAR AGXNST THE GREATP__,� -IN"-'- AREA F . I I ENDS, K)IN! `� _�kj'T SiA ill NOT COVER OF'. EINCLOSE B-D.IF . REASONABLE AC'CE` S TO BOLT -i AND GLAND; SHALL BE PROVIDED. CONCRETE BLOCKING FOR STD. PLAN — 330.2 4n. 0 - HORIZONTAL AND DOWNWARD ------------ ----------- ---- ------- ------- ------------------------- VERTICAL BENDS FIRE HYDRANT SHALL BE COREY -TYPE EQUAL TO IOWA F-:51110 OR -TYPE SSUCFA AS CLOW IMEDALLION, M & i 929, MUELLER SIJPE_R CENTURION 200, AND WA'rE__ROUS PACER WITH 6" MECHAN!",AL iOIN T !NLF'-' WIT'UCS. 5-1/4" MAIN VALVE OPENING. TWO 2---112. HOSE CONNECTIONS 'NATIONAL STANDARD THREADS. 4" PUMPER CONNECT ON CITY OF SEA-ITLE WITH A Y>TORZ ADAPTOR, 875" SEATTLE THREAD X 5" STORZ, ATTACHEE) WITH 11/8" STAINLESS II -,':F-.i C ABi_E, 1-1/4P� F_:N_AG'()N OPERATING NUT, FIRE HYDRANT 70 S1 " BE' PA'!NTED WITH TWO COATS OF PAINT, KEi LY-MOORE/1-PRESERVATIVE PAINT No. 5780--563 DTM ACRYLIC GLOSS, SAFETY YELi_,OW OR APPROVED EQUAL. PUMPER 'CONNECTION TO FACE ROAD WAY OR AS DIRECTED BY PENTON FIRE DEPARTMENT. FIRE HYDRANT EXTENSION TO BF USED IF REQUIRED. J_ CONCRETE THRUST BILOCK 16" x 8" x 4" MININU'M CONC'RETi7 ElEARING BLOICK UNDEPN' HYDRANT M;I,�, 18" TO 20" BEHIND BACK OF CURB OR 112" BEHIND BACK OF SIDEWALK THAT IS ADJACENT TO CURB -------- 1.875" x 5 11 S, TOP, Z 5'x5'x6" T..ICK CONCRETE PAD AROUND HYDRANT, FINISH TO MATCH, SIDEWALK, E -.XPANSION JC TINT AT BACK OF SIDEWALK -CONCRETE SIDEWALK 100( OR PLANIING STRIP 36" MIN COVER 1 Wr )-PIECE CAST IRON VALVE BOX WITH LUG TYPE COVER. EQUAL TO OLYMPIC FOUNDRY CO. STANDARD 8" TOP SECTION I�VJTH REGULAR BASE. SECTION LENGTH. TO FIT'. VALVE NUT EXTENSION AS REQUIRED, RAISED PAVEMENT MARKER TYPE 88__-A ISTIMSONITE TWO-WAY BLUE REFLECTIVE CC NC_'RETE BLOCKING MAIN LINE TEE. WITH 6" FLANGE SIDE OUTLET. 6" CATE VALVE (I'L X MJ ) AWWA C-509, RESILIENT SEAT 6" DUCTILE IRON PIPE, CLASS 52 CEMENT LINED, LEN`TH TO FI'T 2-3/4" COR -TEN STEEL. TIE RODS, 12 YARD OF 1-1 /4" WASHED DRAIN ROCK V ABOVE BOOT FLANGE, PLACE 8 MIL POLYETHYLENE FILM AROijND TOP AND SIDES OF GRAVEL. F_ r-) 1 "e", �E H Y(ILD, M A-1, \43 T EMBLY LEVEL ALL GROUND KlIN S RADIUS, ONE MAN ROCK--,,, 7, AD L F,,, CO N C P E TE P A D J c L RLL -------- - -------- H U T ` p F i u 1 ON N L -------------- ------- --------------- ------------ --- - - — -- - ----- — ------ STD. PIAN 310.1 FIRE HYDRANT ASSEMBLY �A 3823 13 IN COMPLIANCE WITH C17Y OF RENTON STANDARDS B Y.-%400" DATE: - �w (� ��0 B Y.- DATE: BY: DATE: B Y.- DATE: ON ow Use Z 0 go oo**o ~ R, MI. V 0z a 0 Z 0 C) ~ 6471 vl 00 ui 0 10D 0, 00 t4i Z Lu 04 Cie z 0 4- m Z) C.c U. q� C%4 .c > 4J Q Z OD OD Q Qj u Ld 04 Act 0 -.4 Ld 0- Ld 0 W -.ft > z z 0 LLJ Lj -3: CG F__ LLJ < ui < 0 < z SHEET OF C5.31 Lu MI. V 0z L 0 Z 0 C) ~ 6471 vl CD 0 cn > Z Lu zm z m z C.c q� > 4J Q Z Q Q Qj u Ld 0 Q Ld 0- Ld > z z 0 Lj -3: F__ < < < SHEET OF C5.31 1 PROJECT NU ER 04.13 MI. V 0z 0 Z 0 C) z CD CDC C) c CD 0 cn > zm z m m C.c > cn O 10 0 C) m CD CDC C) O > C CD cn > cn C-) CD 0 m C C7 c U � I D ^ O -D �O C7 C LO i �LO � �O 00 T�77 O ® CD x O v� CCD y � z C'n y m z N rn W O D V U7 A c� A O -D �O C7 C LO i �LO � �O 00 rn O ® CD x O CCD y z rn cn C'n y O D N W 7 A n ® D 7 STREET TREES L 0 C TED IN PLANTER STR/P WTHOUT EXIST/NG UT/L/TIES TO BE CENTERED IN PLANTER STRIP (TYP.) NW L4. NW 1/4. SEC. 20w TWP. 23 N., RGE 5 E. W.M. 6' HT. BEGIN —Iqq fF— FENCE b0Pt9 D OR aLACK V I NY` BEGIN SPL /T RAIL FENCE GRA VEL ACCESS DRIVE RETAINING WALL END SPL /T RAIL FENCE a ttT. END SR iT E FENCE 5DA0 OR SLACK VINYt- PROJECTNOTES O S7A££T IRfE PLAN7/NG' SIR£fT 7WE' LOCA AQW /S APWR12tllllAlE. ADuf/ST AS NEW DUE TO OVUM INIlY U1XJNE5' AAn/pP OlIk7P QBSIRUC/K.WS E1V"7E7Pf0. ROOr ewWR ro 8f VZn wn w ALL atavIt7v snows COVIAMM 51J4£E7 MES 140 R-382315 SCALE: 1" = 30' 0 15 30 60 IN COMPLIANCE WITH C17YOFRENTON STANDARDS BY: r',,"4 ' , i' �' " _ DATE: 5 1 29 115 BY: DATE: BY: DATE: B Y: DATE: -14 . STATE OF WASHINGTON REGISTERED LANDSCAPE ARCHITECT 3HUA PENNINGTON BEA CERTIFICATE NO, 938 M V SO z O co W co a Li N v a or. � � 3 ' W � 1w^\ co co Z m z Z Q 4. rz V ' W Cie � z W W z c� z W 0 z D J 4 O 0 z = O O Q CD n� C x o m 1 CDrW Q z m o N m m cn D 0 CD D Z L W j v v w o �� 0 0 EL w > Q Q w <t SHEET OF L2. 01 16 PROJECT NUMBER 04139M 0 z D J 4 O 0 z = c o 1 CD n� C x o m 1 CDrW z m o N m m cn D 0 CD D 0 D J 4 O 0 00 � 0 1 CD n� C x o >� 1 CDrW CA> o N W D o 0 o D CD crU T • NW 1/4. NW 114v SEC. 20, TWF 23 N.. RGE. 5 E.. W M. P"NTSCHEDULE TREES Q BOTANICAL NAME COMMON NAME SIZE SPACING COMMENTS • 8 ACER BUERGERIANUM TRIDENT MAPLE 1.5 " CAL. MIN. AS SHOWN STREET TREE QUALITY L. 4 MAL US X `RED BARRON" RED BARRON CRAB APPLE 1.5" CAL. MIN. AS SHOWN STREET TREE QUALITY SHRUBS Q BOTANICAL NAME COMMON NAME SIZE SPACING COMMENTS 0 87 DAPHNE ODORA `AUREOMARGINATA ` WINTER DAPHNE 2 GAL AS SHOWN FULL & BUSHY J,594 SF ARCTOSTAPHYL OS UVA - URSI KINNIKINNICK 4'p POT 12 " 0. C. 726 SF FES TUCA IDAHOENSIS IDAHO FESCUE 4 " POT 12 " 0. C. 267 SF LAVANDULA X INTERMEDIA "GROSSO' GROSSO LAVENDER 1 GAL 18,$ 0. C. GENERA 1.NDSCALAPE NA TES 1.1 THE LANDSCAPE CONTRACTOR MUST BE LICENSED AND OR BOND£0. CONTRACTOR MUST BE EXPERIENCED IN LANDSCAPE WORK OF THE BEST TRADE PRACTICES AND HAVE THE NECESSARY £OUIPM£NT AND PERSONNEL TO PERFORM WORK. 21 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. 31 THE LANDSCAPE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROTECTION OF ALL UTILITIES AND USE CAUTION WHILE EXCA VA TING IN ORDER TO AVOID DISTURBING ANY EXISTING UTILITIES THE LANDSCAPE CONTRACTOR W/LL PROMPTL Y NOTIFY THE GENERAL CONTRACTOR AND OW11/£R OF ANY CONFLICTS. IN THE EVENT OBSTRUCTIONS ARE ENCOUNTERED DURING PLANTING ACTIVITIES, AL TERNA TI VE LOCA TIONS MA Y BE SELECTED BY THE OWNER 5 REPRESENTA TI VF: 41 THE LANDSCAPE CONTRACTOR SHALL COORDINA TE ALL WORK RELA TED TO OTHER TRADES AS REQUIRED. 51 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 UNA VAILABLE, THE LANDSCAPE CONTRACTOR SHALL NOTIFY THE OWER 5 REPRESENTATIVE IMMEDIA TEL Y AND PROVIDE THE NAMES AND TELEPHONE NUMBERS OF THREE NURSERY SUPPLIERS OR PLANT BROKERS THAT HA VE BEEN CONTACTED. SUBSTITUTIONS SHALL ONL Y BE MADE UPON THE APPROVAL OF THE OWNER 5 REPRESENTA TI VE OR LANDSCAPE ARCHITECT. 6.1 ALL PLANT MA TRIAL SHALL BE INSPECTEo AND APPROVED BY THE OWNER 5 REPRESENTA 17 VE PRIOR TO PLANTING. ALL PLANT MA TRIAL SHALL CONFORM TO THE LA TEST EDITION OF AMERICAN STANDARD FOR NURSERY STOCK PUBLISHED BY THE AMERICAN NURSERY AND LANDSCAPE ASSOCIATION (ANS/ 260.1) 7.1 THE LANDSCAPE CONTRACTOR SHALL DELIVER, MAINTAIN AND WA TER PLANT MA TERIAL UNTIL OWNERS FINAL ACCEPTANCE l5 RECE/VED. 8.1 THE LANDSCAPE CONTRACTOR SHALL TAKE ALL NECESSARY PRECAUTIONS TO PROTECT ALL PROPERTY, INCLUDING PA VEM£NT, WALKWA YS, CURBS, FENCING STRUCTURES ETA:. DURING CONSTRUCTION. 91 THE LANDSCAPE CONTRACTOR SHALL BE RESPONSIBLE FOR KEEP/NG INFORMED OF ALL EXISTING C00£S, LAWS AND ORDINANCES RELA TING TO THE WORK REQUIRED ON SITE, AND SHALL COMPL Y ACCORDINGL Y. 10.1 THE LANDSCAPE CONTRACTOR SHALL COORD/NA Ti WITH THE GENERAL CONTRACTOR TO ASSURE PROPER SUBGRA DES ARE MET. 11.1 THE LANDSCAPE CONTRACTOR SHALL SUBMIT THREE REPRESENTA TI VE SOIL SAMPLES TO THE 0HNER 5 REPRESENTA Tl V£ FOR TESTING BY AN APPROVED SOIL TESTING LABORA TORY. AMENDMENTS SHALL BE ADDED TO THE SOIL MIX A5 RECOMMENDED BY SOIL TESTING LAB. 12.1 THE LANDSCAPE CONTRACTOR SHALL RAKE PREPARED AREAS AND REMOVE ANY ROCK OR DEBRIS OVER I- ALL LAWN AREAS SHALL B£ ROLLED TO PROVIDE A FIRM, SMOOTH SURFACE FRE£ OF DIVOTS OR MOUNDS. 13.1 THE LANDSCAPE CONTRACTOR SHALL SET FINISHED AMENDED SOIL DEPTH BEL OW EDGE OF HARDSCAPE ELEMENTS PRIOR TO MUL CH AND/OR SOD INS TALLA TION. GRADES SHALL B£ SET 3" BEL OW ADJACENT HARD5CAPE SURFACES FOR PLANT/NG BEDS AND 1 " B£L OW FOR LA;w AR -As 14.1 THE LANDSCAPE CONTRACTOR SHALL PROVIDE A 2" DEEP LA YER OF MUL CH 1N ALL PLANTING 9£05. 15.1 MUL CH SHALL BE IOOZ NA TURAL FIR OR HEML OCK, FIN£ GROUND, OF UNIFORM COL OR, FREE FROM DYES, #FfD S££0S, SA#VU5T & SCRAP L UMBER FIBER, TRASH, INORGANIC MA TERIAL OR ANY OTHER COMPOUND DETRIMENTAL TO PLANT GROWTH. 16.1 FERTILIZER SHALL B£ A COMPLETE, BALANCED COMMERCIAL BRAND WITH COMPLETE CHEMICAL ANAL PSIS SHOWN ON AN UNOPENED CONTAINER WHEN DELIVERED. FERTILIZER SHALL BE APPL It A T RA TES CONSISTENT #I TH THE MANUFACTURER 5 R£COMMENDA TIONS AND SOIL TESTING L AB 5 RECOMMENDA TIONS. 17.1 WORK AREAS TO B£ KEPT NEAT AND ORDEAL Y AND FREE OF DEBRIS AND RUBBISH AT ALL TIMES DURING PROGRESS OF WORK. RAKE BEDS NEA TL Y TO AN EVEN FIN£ GRADE AROUND ALL PLANTS. ALL PA V£D AREAS ARF TO B£ CLEANED BY BROOM AND/OR WASHED AFTER EACH DA Y'5 WORK OR MORE FREOUENTL Y AS REQUIRED. ALL PLANTING AREAS AND ADJACENT PA VED AREAS SHALL B£ LEFT IN A NEA T AND CLEAN CONDITION UPON COMPLETION OF JOB. 18.1 IF A DISCREPANCY F)(/5 TS BETWEEN TH£ PLANT QUANTITIES ON THE PLANT SCHEDULE AND TH05£ SHOiW ON THE PLAN THE QUANTITIES ON THE PLAN SHALL GOVERN. 19.1 PROPOSALS FOR PLANT SUBSTITUTIONS, L OCA TION ADJUSTMENTS, SOIL AMENDMENTS OR ANY VARIATIONS FROM THE APPROVED PLANS SHALL R£OUIR£ PRIOR APPROVAL BY THE RESPONSIBLE OFFICIAL. 20.1 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 P051 TI VE DRAINAGE IN ALL FINISHED LANDSCAPE AREAS THA T ARE PART OF THIS SCOP£ OF WORK. ALL POSITIVE DRAINAGE FROM LANDSCAPE AREAS SHALL B£ DISCHARGED APPROPR/A TEL Y AND SHALL NOT CR£A T£ DRAINAGE PROBLEMS OFF-SITE OR IN OTHER AREAS OF THE PROJECT. FINISHED LANDSCAPE AREAS WITH PONDING WATER OR OTHER POOR DRAINAGE CONDITIONS SHALL B£ CORRECTED AT THE CONTRACTOR:5 EXPENSE. 21.1 LAWNS SHALL BE HYDROSEEOED WITH NIGNA TUR£" A5 SUPPLIED BY JB INSTANT LAWN OR APPROVFD EQUAL. THE SEEDED AREA MUST BE PROTECTED BY A BARRIER WITH SIGNS THA T READ "KEEP OFF NEW1 Y SEEDED LAWN AREA " 22.1 OWNER SHALL APPROVE PLANT MA T -RIA L & PLANTING BED L DCA TION PRIOR TO INS TALLA TION. ALL OW 24 HOURS MINIMUM NOTIFICA TION FOR INSPECTION REQUEST. PLANT MA TERIAL THA T HA BEEN APPROVED FOR INSTALL A TION SHAL L B£ PL ANTED WITHIN 24 HOURS. INSTAL L A T1 ON SHAL L NOT BE CONDUCTED UNDER AD VERSE WEA THER CONDI TIONS WITHOUT PRIOR APPROVAL OF THE RESPONSIBLE OFFICIAL. PLANT MA TERIAL THA T CANNOT BE PLANTED W THIN ONE DA Y FOLL 0W NG ARRIVAL SHALL B£ HEELED -IN, KEPT M015 AND PROTECTED A T ALL TIMES FROM EXTREME #FA THER CONDITIONS PLANTS SHALL BE STORED A T THE SOLE RESPONSIBILITY OF THE CONTRACTOR. 2.3.1 TREE PITS SHALL BE A MINIMUM OF TWO TIMES (2x) THE DIAMETER OF THE TREES ROOT MA 55. ADDITIONAL ARA TION MA Y BE REQUIRED A5 DIRECTED BY THE RESPONSIBLE OFFICIAL. ADO WA TER TUBES TO THE TREE PLANTINGS IN PA VED AREA5. 24.1 STREET TRLCE5 SHALL BE SYMMETRICAL AND UNIFORM IN APPEARANCE, SIZE AND STRUCTURE. 25.1 SELECTION OF APPROPRIA T£ SPECIES AND PLANTING CONDITIONS SHOULD ENSURE TREES DO NOT DAMAGE SIDEWALKS OR CURBING #HIL£ STILL BEING CONSISTENT #ITN THE APPROVED LANDSCAPING CONCEPT OF THE DEV£L OPM£NT AGREEMENT. 26.1 PLANT MA T£RIAL5 SHALL BE GUARANTEED FOR A PERIOD OF TWO YEARS. PLANT MA TERIAL THA T HAS L OST MORE THAN 30 PERCENT OF ITS NORMAL FOLIAGE SHALL BE REPLACED A T CONTRACTOR 5 EXPENSE A5 DIRECTED BY THE RESPONSIBLE OFFICIAL. 27.1 TREES, SHRUBS AND GROUND COVER L OCA TE0 ON PROPOSED L 0 7 SHALL BE IRRIGA TED BY FUTURE HOMEOWNERS. LAN95CAPC STRIP PLANT MA TERIAL /5 CONSIDERED IOOZ DROUGHT TOLERANT AND SHALL B£ PROVIDED TEMPORARY IRRIGA TION FOR THE FIRST TWO (2) YEARS OR UNTIL ESTABLISHMENT. n I.VV 1 1L. L. Lollf 1. SHRUB NO SCALE PLANT SET CRO#N OF PLANT A T FINISHED GRADE 2" LA YEA MUL CH, - TAPER TO CROWN SAUCER 2" HIGH FINISHED GRADE ROOTBALL TOPSOIL BACKFILL & FERTILIZER ROUGHEN ALL SURFACES OF PIT CUT NEW ROOT MA 55 TO 5TIMULA T£ NEW ROOT GROWTH UNDISTURBED NA TI VE SOIL b %D LANDSCAPE INTRU5/ON INTO ADTHS THE FOLLOWING CENTER OF VG SPACING OFF -SETS FROM EDGE PA THS, ORI VES, ACCESS ROUTES, 'TALL BE M£T.- 'OUND COVER: 18" (ALL SHRUBS (MA TUBE SIZE UNDER TALL): 2.5' kc .D/UM SIZE SHRUBS (MA TURF SIZE `0M 3' TALL TO 6): 3.5' RGE SHRUBS (MA TUR£ SIZE OVER TALL). 4.5' b PLANT LAYOUT &SURFACE TREATMENT 5TAK/NG NOTES. - RUBBER HOSE A T TREE,• HOSE SHALL BE LONG ENOUGH TO ACCOMMODATE 1 YEARS GROWTH AND PROTECT TRUNK FROM DAMAGE OR CHAFING & ASSURE PROTECTION OF BRANCHES. 3 HARDWOOD STAKES OR OTHER APPROVED MATERIAL,. ALL STAKES TO BE DRIVEN OUTS/DE THE ROOTBALL, A T 120 ` SPAC/NG & //V TO UNDISTURBED SOIL A M/N. OF 6 . GAL VAN/ZED WIRE OR CABLE,• TWIST WIRE TO TIGHTEN ONL Y ENOUGH TO KEEP FROM SLIPPING (ALL OW FOR SOME TRUNK MOVEMENT) X MIN. 1 112 x ROOTBALL D/A. NO SCALE NO SCALE TREE PRUNING TO FOLL OW ANS/ 300A PART 1 STANDARDS PLANT TREE 50 THA T THE TRUNK CROWN IS VISIBLE A T THE TOP OF THE ROOTBALL; SET TOP OF ROOTBALL FLUSH TO GRADE; 00 NOT COVER THE TRUNK CROWN WITH SOIL. MIN. 2" MULCH AT 2' RADIUS AROUND TREE,• DO NOT PLACE IN CONTACT WITH TRUNK. 4 IN HIGH EARTH SAUCER AROUND EDGE OF PLANTING PIT. FINISH GRADE ROUGHEN EDGES OF PIT REMOVE ALL TWINE, WIRE AND BURLAP FROM TOP HALF OF ROOTBALL; NDN-910DEGRAOEBL£ MATERIAL SHALL B£ REMOVED COMPLETEL Y. TAMP TOPSOIL BACKFILL AROUND ROOTBALL BA5E FIRML Y WITH FOOT PRESSURE TO AVOID SHIFT OF ROOTBALL. SO/L LA Y£R PLACE ROOTBALL ON UNEXCA VA TED SOIL PEDESTAL TO PREVENT SETTLING 1 1112 ROOTS D/A. 3 x -601- ROOTBALL D/A. GROUND COVER NO SCALE GROUNDCOVER 2" LA Y£R MULCH, - TAPER TO CROWN FINISHED GRADE ROOTBALL TOPSOIL BACKFILL & FERTILIZER CUT NEW ROOT MASS TO 5TIMULA T£ NEW ROOT GROWTH UNDISTURBED NA TIVE SOIL CONDITION I.- INSTALL :INSTALL ROOT BARR/£R MINIMUM OF 1 'A WAY FROM EXISTING STORM LINE AND INSTALL TREE MIN. OF 2.5' FROM ROOT BARRIER. SPL / T RA IL FENCE NO SCALE CONDITION 2: lAlirTAII onn r n A [2n/r0 44 CEDAR POST 2x4 SPLIT CEDAR RAIL (TYP.) HOLES IN POST FOR RAILS (TYP.) 4" OF AG6REGAT£ BACKFILL 4" AGGREGATE BASE UNDISTURBED SOYL EXISTING STORM -I DRAINAGE LINE (TYP.) NOTE 1. ROOT BARRIER TO B£ NDS, MODEL RP -2450, OR APPROVED EQUIVALENT 2. INSTALL PRODUCT PER MANUFACTURER 5 SPECIFICA TIONS. 3. ALL TREES L OCA TED WITHIN PLANTER STRIPS TO RECEIVE ROOT BARRIER. R-382316 ROOT HARRIER NO SCALE /N COMPLIANCE WITH C/TYOFRENTON STANDARDS BY: r4&(UA 1!l. �_ DATE: 5129/19 BY: DATE: BY: DATE: BY: DATE: STATE OF WASHINGTON REGISTERED LANDSCAPE ARCHITECT ZlOSHUA PENNINGTON BEARD CERTIFICATE NO. 938 ch 0 z a _ co o 0o W 00, H i �� C .N.. OC a2 0• C4 0 W � • 00 00 z v � N z z Q z W � 4 ? Cie ui W z C� Z W (j) v U Z Q � Q V Q W � p Cl %4 W � � v W�v Q�Q Qhs p %4 � � h Q V W Q Wq v � 24 EUONYMUS ALATUS `FIRE BALL' FIRE BALL BURNING BUSH 5 GAL AS SHOWN FULL & BUSHY O 77 PIERIS JAPONICA `CAVATINE` LILY OF THE VALLEY BUSH 2 GAL AS SHOWN FULL & BUSHY 0 18 RHODODENDRON X `ARNESON GEM' ARNESON GEM AZALEA 5 GAL AS SHOWN FULL &BUSHY GROUND COVERS QTY BOTANICAL NAME COMMON NAME SIZE SPACING COMMENTS J,594 SF ARCTOSTAPHYL OS UVA - URSI KINNIKINNICK 4'p POT 12 " 0. C. 726 SF FES TUCA IDAHOENSIS IDAHO FESCUE 4 " POT 12 " 0. C. 267 SF LAVANDULA X INTERMEDIA "GROSSO' GROSSO LAVENDER 1 GAL 18,$ 0. C. GENERA 1.NDSCALAPE NA TES 1.1 THE LANDSCAPE CONTRACTOR MUST BE LICENSED AND OR BOND£0. CONTRACTOR MUST BE EXPERIENCED IN LANDSCAPE WORK OF THE BEST TRADE PRACTICES AND HAVE THE NECESSARY £OUIPM£NT AND PERSONNEL TO PERFORM WORK. 21 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. 31 THE LANDSCAPE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROTECTION OF ALL UTILITIES AND USE CAUTION WHILE EXCA VA TING IN ORDER TO AVOID DISTURBING ANY EXISTING UTILITIES THE LANDSCAPE CONTRACTOR W/LL PROMPTL Y NOTIFY THE GENERAL CONTRACTOR AND OW11/£R OF ANY CONFLICTS. IN THE EVENT OBSTRUCTIONS ARE ENCOUNTERED DURING PLANTING ACTIVITIES, AL TERNA TI VE LOCA TIONS MA Y BE SELECTED BY THE OWNER 5 REPRESENTA TI VF: 41 THE LANDSCAPE CONTRACTOR SHALL COORDINA TE ALL WORK RELA TED TO OTHER TRADES AS REQUIRED. 51 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 UNA VAILABLE, THE LANDSCAPE CONTRACTOR SHALL NOTIFY THE OWER 5 REPRESENTATIVE IMMEDIA TEL Y AND PROVIDE THE NAMES AND TELEPHONE NUMBERS OF THREE NURSERY SUPPLIERS OR PLANT BROKERS THAT HA VE BEEN CONTACTED. SUBSTITUTIONS SHALL ONL Y BE MADE UPON THE APPROVAL OF THE OWNER 5 REPRESENTA TI VE OR LANDSCAPE ARCHITECT. 6.1 ALL PLANT MA TRIAL SHALL BE INSPECTEo AND APPROVED BY THE OWNER 5 REPRESENTA 17 VE PRIOR TO PLANTING. ALL PLANT MA TRIAL SHALL CONFORM TO THE LA TEST EDITION OF AMERICAN STANDARD FOR NURSERY STOCK PUBLISHED BY THE AMERICAN NURSERY AND LANDSCAPE ASSOCIATION (ANS/ 260.1) 7.1 THE LANDSCAPE CONTRACTOR SHALL DELIVER, MAINTAIN AND WA TER PLANT MA TERIAL UNTIL OWNERS FINAL ACCEPTANCE l5 RECE/VED. 8.1 THE LANDSCAPE CONTRACTOR SHALL TAKE ALL NECESSARY PRECAUTIONS TO PROTECT ALL PROPERTY, INCLUDING PA VEM£NT, WALKWA YS, CURBS, FENCING STRUCTURES ETA:. DURING CONSTRUCTION. 91 THE LANDSCAPE CONTRACTOR SHALL BE RESPONSIBLE FOR KEEP/NG INFORMED OF ALL EXISTING C00£S, LAWS AND ORDINANCES RELA TING TO THE WORK REQUIRED ON SITE, AND SHALL COMPL Y ACCORDINGL Y. 10.1 THE LANDSCAPE CONTRACTOR SHALL COORD/NA Ti WITH THE GENERAL CONTRACTOR TO ASSURE PROPER SUBGRA DES ARE MET. 11.1 THE LANDSCAPE CONTRACTOR SHALL SUBMIT THREE REPRESENTA TI VE SOIL SAMPLES TO THE 0HNER 5 REPRESENTA Tl V£ FOR TESTING BY AN APPROVED SOIL TESTING LABORA TORY. AMENDMENTS SHALL BE ADDED TO THE SOIL MIX A5 RECOMMENDED BY SOIL TESTING LAB. 12.1 THE LANDSCAPE CONTRACTOR SHALL RAKE PREPARED AREAS AND REMOVE ANY ROCK OR DEBRIS OVER I- ALL LAWN AREAS SHALL B£ ROLLED TO PROVIDE A FIRM, SMOOTH SURFACE FRE£ OF DIVOTS OR MOUNDS. 13.1 THE LANDSCAPE CONTRACTOR SHALL SET FINISHED AMENDED SOIL DEPTH BEL OW EDGE OF HARDSCAPE ELEMENTS PRIOR TO MUL CH AND/OR SOD INS TALLA TION. GRADES SHALL B£ SET 3" BEL OW ADJACENT HARD5CAPE SURFACES FOR PLANT/NG BEDS AND 1 " B£L OW FOR LA;w AR -As 14.1 THE LANDSCAPE CONTRACTOR SHALL PROVIDE A 2" DEEP LA YER OF MUL CH 1N ALL PLANTING 9£05. 15.1 MUL CH SHALL BE IOOZ NA TURAL FIR OR HEML OCK, FIN£ GROUND, OF UNIFORM COL OR, FREE FROM DYES, #FfD S££0S, SA#VU5T & SCRAP L UMBER FIBER, TRASH, INORGANIC MA TERIAL OR ANY OTHER COMPOUND DETRIMENTAL TO PLANT GROWTH. 16.1 FERTILIZER SHALL B£ A COMPLETE, BALANCED COMMERCIAL BRAND WITH COMPLETE CHEMICAL ANAL PSIS SHOWN ON AN UNOPENED CONTAINER WHEN DELIVERED. FERTILIZER SHALL BE APPL It A T RA TES CONSISTENT #I TH THE MANUFACTURER 5 R£COMMENDA TIONS AND SOIL TESTING L AB 5 RECOMMENDA TIONS. 17.1 WORK AREAS TO B£ KEPT NEAT AND ORDEAL Y AND FREE OF DEBRIS AND RUBBISH AT ALL TIMES DURING PROGRESS OF WORK. RAKE BEDS NEA TL Y TO AN EVEN FIN£ GRADE AROUND ALL PLANTS. ALL PA V£D AREAS ARF TO B£ CLEANED BY BROOM AND/OR WASHED AFTER EACH DA Y'5 WORK OR MORE FREOUENTL Y AS REQUIRED. ALL PLANTING AREAS AND ADJACENT PA VED AREAS SHALL B£ LEFT IN A NEA T AND CLEAN CONDITION UPON COMPLETION OF JOB. 18.1 IF A DISCREPANCY F)(/5 TS BETWEEN TH£ PLANT QUANTITIES ON THE PLANT SCHEDULE AND TH05£ SHOiW ON THE PLAN THE QUANTITIES ON THE PLAN SHALL GOVERN. 19.1 PROPOSALS FOR PLANT SUBSTITUTIONS, L OCA TION ADJUSTMENTS, SOIL AMENDMENTS OR ANY VARIATIONS FROM THE APPROVED PLANS SHALL R£OUIR£ PRIOR APPROVAL BY THE RESPONSIBLE OFFICIAL. 20.1 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 P051 TI VE DRAINAGE IN ALL FINISHED LANDSCAPE AREAS THA T ARE PART OF THIS SCOP£ OF WORK. ALL POSITIVE DRAINAGE FROM LANDSCAPE AREAS SHALL B£ DISCHARGED APPROPR/A TEL Y AND SHALL NOT CR£A T£ DRAINAGE PROBLEMS OFF-SITE OR IN OTHER AREAS OF THE PROJECT. FINISHED LANDSCAPE AREAS WITH PONDING WATER OR OTHER POOR DRAINAGE CONDITIONS SHALL B£ CORRECTED AT THE CONTRACTOR:5 EXPENSE. 21.1 LAWNS SHALL BE HYDROSEEOED WITH NIGNA TUR£" A5 SUPPLIED BY JB INSTANT LAWN OR APPROVFD EQUAL. THE SEEDED AREA MUST BE PROTECTED BY A BARRIER WITH SIGNS THA T READ "KEEP OFF NEW1 Y SEEDED LAWN AREA " 22.1 OWNER SHALL APPROVE PLANT MA T -RIA L & PLANTING BED L DCA TION PRIOR TO INS TALLA TION. ALL OW 24 HOURS MINIMUM NOTIFICA TION FOR INSPECTION REQUEST. PLANT MA TERIAL THA T HA BEEN APPROVED FOR INSTALL A TION SHAL L B£ PL ANTED WITHIN 24 HOURS. INSTAL L A T1 ON SHAL L NOT BE CONDUCTED UNDER AD VERSE WEA THER CONDI TIONS WITHOUT PRIOR APPROVAL OF THE RESPONSIBLE OFFICIAL. PLANT MA TERIAL THA T CANNOT BE PLANTED W THIN ONE DA Y FOLL 0W NG ARRIVAL SHALL B£ HEELED -IN, KEPT M015 AND PROTECTED A T ALL TIMES FROM EXTREME #FA THER CONDITIONS PLANTS SHALL BE STORED A T THE SOLE RESPONSIBILITY OF THE CONTRACTOR. 2.3.1 TREE PITS SHALL BE A MINIMUM OF TWO TIMES (2x) THE DIAMETER OF THE TREES ROOT MA 55. ADDITIONAL ARA TION MA Y BE REQUIRED A5 DIRECTED BY THE RESPONSIBLE OFFICIAL. ADO WA TER TUBES TO THE TREE PLANTINGS IN PA VED AREA5. 24.1 STREET TRLCE5 SHALL BE SYMMETRICAL AND UNIFORM IN APPEARANCE, SIZE AND STRUCTURE. 25.1 SELECTION OF APPROPRIA T£ SPECIES AND PLANTING CONDITIONS SHOULD ENSURE TREES DO NOT DAMAGE SIDEWALKS OR CURBING #HIL£ STILL BEING CONSISTENT #ITN THE APPROVED LANDSCAPING CONCEPT OF THE DEV£L OPM£NT AGREEMENT. 26.1 PLANT MA T£RIAL5 SHALL BE GUARANTEED FOR A PERIOD OF TWO YEARS. PLANT MA TERIAL THA T HAS L OST MORE THAN 30 PERCENT OF ITS NORMAL FOLIAGE SHALL BE REPLACED A T CONTRACTOR 5 EXPENSE A5 DIRECTED BY THE RESPONSIBLE OFFICIAL. 27.1 TREES, SHRUBS AND GROUND COVER L OCA TE0 ON PROPOSED L 0 7 SHALL BE IRRIGA TED BY FUTURE HOMEOWNERS. LAN95CAPC STRIP PLANT MA TERIAL /5 CONSIDERED IOOZ DROUGHT TOLERANT AND SHALL B£ PROVIDED TEMPORARY IRRIGA TION FOR THE FIRST TWO (2) YEARS OR UNTIL ESTABLISHMENT. n I.VV 1 1L. L. Lollf 1. SHRUB NO SCALE PLANT SET CRO#N OF PLANT A T FINISHED GRADE 2" LA YEA MUL CH, - TAPER TO CROWN SAUCER 2" HIGH FINISHED GRADE ROOTBALL TOPSOIL BACKFILL & FERTILIZER ROUGHEN ALL SURFACES OF PIT CUT NEW ROOT MA 55 TO 5TIMULA T£ NEW ROOT GROWTH UNDISTURBED NA TI VE SOIL b %D LANDSCAPE INTRU5/ON INTO ADTHS THE FOLLOWING CENTER OF VG SPACING OFF -SETS FROM EDGE PA THS, ORI VES, ACCESS ROUTES, 'TALL BE M£T.- 'OUND COVER: 18" (ALL SHRUBS (MA TUBE SIZE UNDER TALL): 2.5' kc .D/UM SIZE SHRUBS (MA TURF SIZE `0M 3' TALL TO 6): 3.5' RGE SHRUBS (MA TUR£ SIZE OVER TALL). 4.5' b PLANT LAYOUT &SURFACE TREATMENT 5TAK/NG NOTES. - RUBBER HOSE A T TREE,• HOSE SHALL BE LONG ENOUGH TO ACCOMMODATE 1 YEARS GROWTH AND PROTECT TRUNK FROM DAMAGE OR CHAFING & ASSURE PROTECTION OF BRANCHES. 3 HARDWOOD STAKES OR OTHER APPROVED MATERIAL,. ALL STAKES TO BE DRIVEN OUTS/DE THE ROOTBALL, A T 120 ` SPAC/NG & //V TO UNDISTURBED SOIL A M/N. OF 6 . GAL VAN/ZED WIRE OR CABLE,• TWIST WIRE TO TIGHTEN ONL Y ENOUGH TO KEEP FROM SLIPPING (ALL OW FOR SOME TRUNK MOVEMENT) X MIN. 1 112 x ROOTBALL D/A. NO SCALE NO SCALE TREE PRUNING TO FOLL OW ANS/ 300A PART 1 STANDARDS PLANT TREE 50 THA T THE TRUNK CROWN IS VISIBLE A T THE TOP OF THE ROOTBALL; SET TOP OF ROOTBALL FLUSH TO GRADE; 00 NOT COVER THE TRUNK CROWN WITH SOIL. MIN. 2" MULCH AT 2' RADIUS AROUND TREE,• DO NOT PLACE IN CONTACT WITH TRUNK. 4 IN HIGH EARTH SAUCER AROUND EDGE OF PLANTING PIT. FINISH GRADE ROUGHEN EDGES OF PIT REMOVE ALL TWINE, WIRE AND BURLAP FROM TOP HALF OF ROOTBALL; NDN-910DEGRAOEBL£ MATERIAL SHALL B£ REMOVED COMPLETEL Y. TAMP TOPSOIL BACKFILL AROUND ROOTBALL BA5E FIRML Y WITH FOOT PRESSURE TO AVOID SHIFT OF ROOTBALL. SO/L LA Y£R PLACE ROOTBALL ON UNEXCA VA TED SOIL PEDESTAL TO PREVENT SETTLING 1 1112 ROOTS D/A. 3 x -601- ROOTBALL D/A. GROUND COVER NO SCALE GROUNDCOVER 2" LA Y£R MULCH, - TAPER TO CROWN FINISHED GRADE ROOTBALL TOPSOIL BACKFILL & FERTILIZER CUT NEW ROOT MASS TO 5TIMULA T£ NEW ROOT GROWTH UNDISTURBED NA TIVE SOIL CONDITION I.- INSTALL :INSTALL ROOT BARR/£R MINIMUM OF 1 'A WAY FROM EXISTING STORM LINE AND INSTALL TREE MIN. OF 2.5' FROM ROOT BARRIER. SPL / T RA IL FENCE NO SCALE CONDITION 2: lAlirTAII onn r n A [2n/r0 44 CEDAR POST 2x4 SPLIT CEDAR RAIL (TYP.) HOLES IN POST FOR RAILS (TYP.) 4" OF AG6REGAT£ BACKFILL 4" AGGREGATE BASE UNDISTURBED SOYL EXISTING STORM -I DRAINAGE LINE (TYP.) NOTE 1. ROOT BARRIER TO B£ NDS, MODEL RP -2450, OR APPROVED EQUIVALENT 2. INSTALL PRODUCT PER MANUFACTURER 5 SPECIFICA TIONS. 3. ALL TREES L OCA TED WITHIN PLANTER STRIPS TO RECEIVE ROOT BARRIER. R-382316 ROOT HARRIER NO SCALE /N COMPLIANCE WITH C/TYOFRENTON STANDARDS BY: r4&(UA 1!l. �_ DATE: 5129/19 BY: DATE: BY: DATE: BY: DATE: STATE OF WASHINGTON REGISTERED LANDSCAPE ARCHITECT ZlOSHUA PENNINGTON BEARD CERTIFICATE NO. 938 ch 0 z a _ co o 0o W 00, H i �� C .N.. OC a2 0• C4 0 W � • 00 00 z v � N z z Q z W � 4 ? Cie ui W z C� Z W (j) v U Z Q � Q V Q W � p Cl %4 W � � v W�v Q�Q Qhs p %4 � � h Q V W Q Wq v � z z0 z z o !� c C O OLu 0 0 O 0 Q >CD� m �0 �y m z NU N m a. Q Z Z W LAj j Q Z Z • U v v w o bi v c� w > w 0 s cY V) Q Q w af CL Q a o Q SHEET OF L2.31 16 PROJECT NUMBER 04.139M z z0 D C-1 o �cn �z �m 0 'z z m cn 0 D i z z o !� c C 0 0 O 0 >CD� m z �y m z NU m m D D C-1 o �cn �z �m 0 'z z m cn 0 D i cn D o !� C 0 0 O 0 >CD� m G �y D c NU cn D � 0 0 m �° D DESIGN CRITERIA VERTICAL LOADS ON VAULT LID & GRATING: TYPES OF WORK *UNIFORM LIVE LOAD : ENTIRE LID = 150PSF *FIRE TRUCK WHEEL LOADS ; REINFORCING STEEL, PLACEMENT. 211-011 1910.04 INSTALLATION & FASTENING OF PRECAST PANELS P MAX LOAD ON FRONT AXLE = 191000 lb. B 8 C 1910,10 REARI P MAX LOAD ON REAR AXLES = 481000 Ib, FRONT I � (DUAL TANDEM AXLES) SOILS 0 8 8 TOTAL WEIGHT = 67,000 Ib, *OUTRIGGER PAD POINT LOAD: ( NOT APPLICABLE TO GRATED OPNG ) DISTRIBUTED OVER 261lx26" PAD = 501700 Ib, *HS25 TRUCK WHEEL LOADS ; ENTIRE LID . Z 131-611 141 to 301 TRACTOR O N W 1j FRONT AXLE = 101000 Ib, 0 0 o SINGLE REAR AXLE = 401000 lb, FRONT IREAR REARI o ui TRAILER `p y 0 0 o SINGLE REAR AXLE = 401000 lb. TRACTOR TRAILER IL Q 3 DESIGN LIVE LOADS TO BE APPLIED INDEPENDENTLY AND IN COMBINATION WITH SOIL LOADS, .41 GRATING AT 5X10 OPENING: � HS -25 TRUCK WHEEL LOADS AS SHOWN ABOVE SOIL COVER ; VARIES FROM 2.OFT MIN TO 5,2FT MAX. SEE LID PLAN, 0 SATURATED SOIL DENSITY 125PCF occ M FOUNDATION DESIGN: L0 � 4 O FOUNDATION DESIGN IS BASED ON THE FOLLOWING VALUES: Lo � LA O ALLOWABLE BEARING PRESSURE: 31000 PSF LATERAL EARTH PRESSURES ON DETENTION VAULT: DRAINED LEVEL BACKFILL AT REST CONDITION: 55 PCF EFW ACTIVE CONDITION: 35 PCF EFW 0 SEISMIC PRESSURE COMPONENT: E=14H PSF UNIFORM AT REST GOND, SPECIAL INSPECTION PLAN- -- m z L GENERAL: SPECIAL INSPECTION BY A QUALIFIED INSPECTOR IS REQUIRED IN ACCORDANCE WITH THE 2012 IBC. QUALIFICATION: THE SPECIAL INSPECTOR SHALL BE A QUALIFIED PERSON WHO SHALL DEMONSTRATE COMPETENCE, TO THE SATISFACTION OF THE BUILDING OFFICIAL. REQUIRED VERIFICATION & INSPECTION: THE SPECIAL INSPECTOR SHALL PERFORM THE VERIFICATIONS & INSPECTIONS NOTED IN THE SCHEDULE BELOW INSPECTION TESTING SCHEDULE TYPES OF WORK FREQ, 2012 IBC SECTION CAST IN PLACE CONC REINFORCING STEEL, PLACEMENT. P 1910.04 INSTALLATION & FASTENING OF PRECAST PANELS P ACI 318; CH 6 PLACEMENT OF CONCRETE C 1910,10 VERIFYING USE OF REQUIRED DESIGN MIX P 1904,2 TESTING OF THE CONCRETE FOR SPECIFIED STRENGTH, AIR CONTENT AND SLUMP C 1910,10 SOILS VERIFICATION OF SOIL -BEARING CAPACITY: INSTALLATION OF DRAINAGE SYSTEM: PLACEMENT & COMPACTION OF WALL BACKFILL: C 1705.6 FREQUENCY LEGEND C = CONTINUOUS P = PERIODIC SEE REFERENCES AND STANDARDS LISTED WITHIN THE VERIFICATION & INSPECTION SCHEDULE FOR MEANING OF PERIODIC AND CONTINUOUS INSPECTIONS. SUBMITTAL OF REPORTS: ALL SPECIAL INSPECTION REPORTS AND TESTING REPORTS SHALL BE SUBMITTED TO THE OWNER, SITE STRUCTURES AND THE BUILDING OFFICIAL BY THE AGENCY PERFORMING THE INSPECTION OR TESTING, OPEN METAL GRATING OPEN METAL GRATING SHALL BE WELDED STEEL BAR GRATING AS SPECIFIED ON THE DRAWINGS. ALL STEEL GRATING AND GRATING COMPONENTS INCLUDING ITEMS EMBEDED WITHIN THE CONCRETE SHALL BE HOT DIPPED GALVANIZED AFTER FABRICATION. SUPPLIER SHALL PROVIDE ALL COMPONENTS NECESSARY TO INSTALL AND SECURE THE GRATING IN PLACE SUCH THAT THE GRATE WILL NOT RATTLE AFTER REPEATED CAR TRAFFIC. SUPPLIER SHALL PROVIDE SHOP DRAWINGS DESCRIBING ALL COMPONENTS OF THE INSTALLATION, FOR REVIEW PRIOR TO FABRICATION. STRUCTURAL STEEL----- MATERIALS: a. STEEL WF SHAPES SHALL CONFORM TO ASTM A992 FY=50KSI, b. STEEL SHAPES & PLATES SHALL CONFORM TO ASTM A36. WELDING: CONFORM TO AWS D1,1 "STRUCTRUAL WELDING CODE - STEEL", WELDERS SHALL BE CERTIFIED IN ACCORDANCE WITH WABO REQUIREMENTS, USE E70 ELECTRODES OF TYPE REQUIRED FOR MATERIALS TO BE WELDED, GALVANIZING: ALL STEEL SECTIONS SHALL BE HOT DIPPED GALVANIZED AFTER FABRICATION. REINFORCING BAR MATERIAL REQUIREMENT: REINFORCING BARS: USE DEFORMED BARS CONFORMING TO ASTM A615, GRADE 60, EXCEPT AS NOTED ON THE DRAWINGS, FABRICATION AND PLACING REQUIREMENTS: BENDING: BARS SHALL BE BENT COLD, BARS PARTIALLY EMBEDDED IN CONCRETE SHALL NOT BE FIELD BENT UNLESS NOTED OR SHOWN OTHERWISE OR AUTHORIZED BY THE ENGINEER, PLACING: REINFORCEMENT SHALL BE SUPPORTED AND TIED TO PREVENT DISPLACEMENT BY CONSTRUCTION LOADS OR BY PLACING OF CONCRETE, MAXIMUM SPACING OF SUPPORTS SHALL BE 3'-611, CONCRETE COVER: MINIMUM CONCRETE COVER FOR REINF. SHALL BE AS FOLLOWS, UNLESS NOTED OTHERWISE: CONCRETE CAST AGAINST EARTH 3" CONCRETE CAST AGAINST FORMS AND EXPOSED TO EARTH 2" WET SETTINGS: REINFORCEMENT ANCHOR BOLTS, OR ANY EMBEDDED ITEM WITHIN THE CONCRETE, MAY NOT BE SET INTO THE CONCRETE AFTER IT HAS BEEN POURED WITHIN THE FORMS, LAP SPLICES: LAP ALL BARS 24" MIN UNLESS SHOWN OTHERWISE ON THESE DWGS. HOLLOW CORE PLANK SCOPE OF WORK: THE WORK INCLUDED IS THE DESIGN, MANUFACTURE AND DELIVERY OF PRECAST PRESTRESSED CONCRETE UNITS. DESIGN PLANK FOR THE MOST CRITICAL OF THE LOADING CONDITIONS AS SHOWN WITHIN THE DESIGN CRITERIA NOTE, THE MANUFACTURER SHALL SUBMIT STRUCTURAL CALCULATIONS AND PLACEMENT DRAWINGS SIGNED BY A WASHINGTON STATE REGISTERED CIVIL ENGINEER FOR REVIEW PRIOR TO FABRICATION, THE MANUFACTURER SHALL INSTALL ALL BLOCK OUTS REQUIRED FOR STRUCTURAL CONNECTIONS AS INDICATED ON THESE DRAWINGS, NO OTHER PENETRATIONS ARE ALLOWED WITHOUT THE PRIOR APPROVAL OF THE PLANK MANUFACTURER, ALL HOLLOW CORE JOINTS SHALL BE GROUTED IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS, CONCRETE CONCRETE REQUIREMENTS: LOCATION STRENGTH MAX W/C RATIO VAULT WALLS & CIP LID 4000PSI @ 28 DAYS 0,50 FTGS & GRADE SLAB 3000PSI @ 28 DAYS 0,53 PLANK VOID FILL TO MEET PLANK MFGR'S REQUIREMENTS* PLANK JOINT GROUT TO MEET PLANK MFGR'S REQUIREMENTS* MINIMUM STRENGTH SHALL BE 3000PSI @ 28 DAYS, AIR CONTENT: CONCRETE EXPOSED TO WEATHER SHALL CONTAIN 5% +/-1% ENTRAINED AIR. MIX DESIGN: SHALL BE BASED ON FIELD EXPERIENCE OR TRIAL MIXTURES IN CONFORMANCE WITH THE SPECIFICATIONS, MATERIAL REQUIREMENTS: CEMENT: ASTM C150, ADMIXTURES: ACI 301, AGGREGATES: ASTM C33, WATER: ASTM C94, PLACING REQUIREMENTS: PLACING: PLACE CONCRETE AS NEARLY AS PRACTICABLE TO ITS FINAL POSITION TO AVOID SEGREGATION, THE FREE UNCONFINED FALL OF THE CONCRETE SHALL NOT EXCEED 5 FEET. DEBRIS: REMOVE ALL DEBRIS FROM FORMS PRIOR TO PLACING CONCRETE, CONSOLIDATION: CONSOLIDATE CONCRETE BY SUITABLE MEANS, THOROUGHLY WORK CONCRETE AROUND EMBEDDED ITEMS AND INTO CORNERS OF FORMS, CURING REQUIREMENTS: WEATHER CONDITIONS: ADEQUATE PRECAUTIONS SHALL BE TAKEN DURING HOT AND COLD WEATHER IN ACCORDANCE WITH THE SPECIFICATIONS. LID PLANK PLACEMENT: IN NO CASE SHALL THE LID PLANKS BE PLACED BEFORE THE WALLS HAVE BEEN ALLOWED A MINIMUM OF 3 DAYS OF CURE, WHEN AVERAGE AMBIENT TEMPERATURES ARE LESS THAN 50 DEGREES FAHRENHEIT, THE CONTRACTOR MUST ALLOW A MINIMUM CURE TIME OF 7 DAYS OR PROVIDE AN ADDITIONAL SET OF CYLINDERS TO BE BROKEN AT THE TIME OF LID PLACEMENT DEMONSTRATING A MINIMUM CONCRETE STRENGTH OF 11000 PSI HAS BEEN REACHED, DEFERRED SUBMITTALS THE FOLLOWING AREAS OF WORK SHALL BE CONSIDERED AS "DEFERRED SUBMITTALS" AS DEFINED IN THE 2012 IBC a, PRECAST PRESTRESSED HOLLOW CORE PLANK b, METAL GRATE ASSEMBLY @ 51x10' OPENING HOLLOW CORE PLANK DEFERRED SUBMITTALS SHALL BEAR THE STAMP AND SIGNATURE OF A CIVIL ENGINEER LICENSED TO PRACTICE IN THE STATE OF WASHINGTON WHO HAS CURRENT DESIGN EXPERIENCE IN THE TYPE OF WORK REVIEWED. METAL GRATE ASSEMBLY SUBMITTAL SHALL PROVIDE ALL DETAILS NECESARY TO INSTALL THE GRATE AND PREVENT THE GRATE FROM THE DEFERRED SUBMITTAL ITEMS SHALL BE REVIEWED BY THE ENGINEER AND THEN FORWARDED BY THE CONTRACTOR TO THE CITY OF RENTON FOR THEIR REVIEW AND APPROVAL PRIOR TO ORDERING THESE MATERIALS FROM THE SUPPLIER. GENERAL CONSTRUCTION NOTES CODE; VAULT DESIGN AND CONSTRUCTION SHALL CONFORM TO THE PROVISIONS OF THE 2012 IBC AS ADOPTED BY THE CITY OF RENTON, WASHINGTON, GENERAL DETAILS: CONSTRUCTION DETAILS NOT FULLY SHOWN OR NOTED SHALL BE SIMILAR TO DETAILS SHOWN FOR SIMILAR CONDITIONS. DISCREPANCIES: THE CONTRACTOR SHALL NOTIFY ENGINEER UPON FINDING ANY DISCREPANCY OR OMISSION IN THE DRAWINGS OR SPECIFICATIONS. SHORING 6 EXCAVATION: THE CONTRACTOR SHALL BE SOLEY RESPONSIBLE FOR ALL EXCAVATION PROCEDURES, INCLUDING LAGGING, SHORING AND PROTECTION OF ADJACENT PROPERTY, STRUCTURES, STREETS AND UTILITIES. WALL BACKFILL. PRIOR TO BACKFILLING VAULT WALLS THE CONTRACTOR SHALL HAVE PLACED THE LID PLANKS AND PROVIDED A MINIMUM OF 5 DAYS OF CURE ON THE PLANK VOID FILL. BACKFILL SOIL: WALL BACKFILL SHALL BE WELL GRADED FREE DRAINING SOIL FREE OF ORGANIC MATERIAL. BACKFILL SHALL BE PLACED IN LIFTS OF NO MORE THAN 8 INCHES AND COMPACTED TO WITHIN 90% OF THE SOILS MAXIMUM DRY DENSITY, ALL COMPACTION OCCURING WITHIN 5' OF THE WALL SHALL BE COMPLETED USING HAND OPERATED MACHINERY, GRATING 3-1/24-1/2 ANGLE SEAT III=11� �j 8" THICK CURB LID STRUCTURE, 6 TYP CURS @ OPNG S1 SCALE 1"=1'_0" GALVANIZED STEEL GRATING W-19-4 w/ 3"x1/4" BRG BARS. 4'-6" MAX @ SKEWED 244 PIPE SEE CIVIL DWGS `PIPE LOCATION TYP WALL ; ' AND INVERT REINF ELEVATION ell 4/, d p "" x a a N 4/1 ol •% ADD #5x48" ' DIAG EA ' ' FACE AS SHOWN ADD ONE VERT FULL HEIGHT REINF BAR EACH SIDE OF BLOCKOUT FOR EA VERT BAR CUT AT BLOCKOUTS GREATER THAN 24" WALL REINF @ PIPE PENETRATION SCALE N/A 8" 10'-0" PROVIDE 30" SQ HINGED SECTION OF GRATING @ ACCESS LADDER A5 OCCURS AS OCCURS 7 111 Z 3-1/4" MIN S1 � EXTEND � EXTEND ANGLE SEA1 � VERTICAL VERTICAL (2)-3/4" mx6" ' CURB VERT, CURB VERT. STUDS @ 6"( REINF INTO ' REINF INTO z J CLOSURE POUR CLOSURE POUR � _ 8" THICK CURB AT THE 5x10 OPNG. z o REINF w/ #5@12"o/c HORZ. & VERT. W p PROVIDE (2)-#5 CONT HORZ BARS @ KNEE WALL KNEE WALL THE TOP OF THE CURB, SEE CIVIL OR PERIMETER OR PERIMETER DWGS FOR TOP OF CURB ELEV, WALL WALL NJ 4 Q" TWICK CURB 'IRATING 3-1/2x3-1/2 ANGLE SEA' [ZED W8x28 0 Z 3-1/4" MIN 3�x3�x�x9" FEEL ANGLE EE 8/S1. ANGLE SEA1 o (2)-3/4" mx6" a v STUDS @ 6"( LID STRUCTURE, SEE LID PLAN BM SEAT DETAIL S1 SCALE 1"=1'_0" 1 Z GALVANIZED W8x28 0 U w (DOf z o ily-0- o(n 1 8„ co N FILL WITH GROUT AS DIRECTED BY PRECAST PLANK MFGR. ooc — CONT, BACKER ROD IF REO'D, TYP PLANK JOINT DETAIL SCALE 1"=1'-0" #4@18"o/c EA WAY —=YN N N r -1N N CONC DOBIE OR CHAIR � TYP GRADE SLAB SECTION 0 co o� J � N GALVANIZED STEEL ANGLE SEAT 3 -1/2x3 -1/2x1/2 w/ 1/2"mx4" HEADED WELD STUDS AT 12"o/c, PLACE THE 16T STUD NO MORE THAN 6" FROM EACH CORNER, BREAK ANGLE SEAT AT W8x28 BEAM SEAT. GRATING & CURB @ 5'x10' OPNG SCALE 3/8"=1'-0" SEE LID PLAN BM SEAT DETAIL 8 51 SCALE 1"=1'-0" CURB AND ^DATG @ 5x10 OPN co #4 TIES @ 5"o/c. PLACE FIRST TIE NO MORE THAN 2-1/2" FROM #5 CONT, SUPPORT. f (6)-#6 TOP & BOT #5x 20m @ EA VOID BLOCKOUT 3 0 SHOW ON THE LID PLAN SLAB BEAM @ OPNG 9 SCALE 1"=1'-0" SCALE 1-1/2"=1'-0" �— (13)-#5 T&B AS SHOWN, �— 12-1/2" THICK CAST IN PLACE CONCRETE SLAB SHOWN SHADED, ------------- LID REINF @ MANHOLE SCALE 3/4"=1'-0" 4" DEEP x 211'm — CONCRETE BLOCK DIRECTLY BELOW VENT COVER. 1211m PVC VENT PIPE TRAFFIC RATED VENT COVER, ADO NOT FASTEN VENT COVER OR RIM TO VENT PIPE. TRAFFIC RATED STRUCTURAL FILL, VAULT LID WRAP PIPE IN TWO LAYERS OF 4 MIL VISQUEEN VAULT WALL THUR WALL VENT PIPE DETAIL SCALE 1"=1'-0" a J 0 Z �= c o a v n 0 a z J � � _ a a � z o a W p Z _' •at Z a �o d Cc W= OC N NJ 4 m m Z p . Z o O N W 1j y p W t= p W ui ci y V U- = ui Z `p y v W Oct Z Z p W � IL Q 3 cn z _ .41 � � 0 W occ M Ln � N L0 � 4 O Lo � LA O � � N r 0 0 0 0 V 0 a Y do i m z L m Y m c o W .J as � 4 U W 0w -z oho �w o y �!!�0 T Q T � T Q J. K o �oF �o o Gcr 20744 Fps a8AL �O M a J Z �= c o n 0 a ? rm _ a' � z a a o 3 �o D F- z m 0 � o 7 = W � 0 Z � Z a � c 3 z o � � 0 0 v SHEET: 1 OF 3 S-14-067 8HEET SQE 22x4 z z c z �= c o n 0 D rm o0 z m �o D m m 0 0 7 D D 7 n 0 D m Cc, �o D 0 m n U) 7 d - 0 J mm t x IL 41-011 L 4'-011 I OV=210,40 S3 581_0" 56'-011 40'-0" F34x12 61 81-011 .__________F _________________________--------- ____________r--------------�------------------- CW -3 IBOV=210.40___' _ ' I r1 ' L !� 13 CW -3 , 1 IBOV=209.90 4x12 I ___________J CELL I 21112 IBOV=213.20 r-------------------------- ----------------------------------------------------1— F58x12 I I I I I I I N I X ' IL CW -2 1 5" THICK CONCRETE I I I I I F34x12 I I I �cw-1 F I 1 I IBOV-213.20_ 13 _____________________ 10" L L 4'-0" L 41.0" FOUNDATION PLAN SCALE 3/16" = 11-011 MARK THICKNESS VERT REINF HORZ REINF CW - 1 811 #5@12110/c #5@12110/c v CL. THE BACKFILLED OR EXTERIOR SIDE OF THE WALL, CENTER CENTER CW - 2 1011 #6@10110/c #5@12"o/c CO) 2c DOWNWARD SLOPE INSIDE FACE INSIDE FACE CW - 3 1211 #7@101'o/c #5@1211o/c CW -1 CONC WALL MARK. SEE A/52 INSIDE FACE INSIDE FACE pZ F,., O U O NOTES: 1, SEE 1/S2 FOR TYP PERIMETER WALL SECTION p, SEE 11/53 FOR TYP WALL CORNER REINF. 3, SEE 3/61 FOR TYP WALL REINF AT PIPE PENETRATIONS. 4, SEE A/53 FOR TYP WALL HEADER REINF AT OPENINGS WITHIN INTERIOR WALLS, 5. PROVIDE (2) #5 CONT HORZ BARS AT TOP OF THE WALL. 6, PROVIDE 121 #5 VERT @THE FREE END OF ALL WALLS, REINF LOCATION NOTES EACH FACE PLACE BARS ON EACH FACE OF THE WALL, INSIDE FACE PLACE VERT, BARS NEAR THE INSIDE FACE OR ITOV VAULT INTERIOR SIDE OF THE WALL, OUTSIDE FACE PLACE VERT, BARS NEAR THE OUTSIDE FACE OR v CL. THE BACKFILLED OR EXTERIOR SIDE OF THE WALL, CENTER PLACE VERT, BARS AT THE CENTER OF THE WALL, CONCRETE WALL SCHEDULE SCALE N/A CW_1 I I CW -3 ' I I -------- ------- -------------------- ;t> N w IBOV-210.40— Lff\\ IBOV=213.20-----------i------------------�-- - - CW -2 I 01* I IBOV=212.64 I N 1 F34x12 I " J IL SLAB ON GRADE TYP CELL 8 �2�' 13 \ , 2 ' 1 16 CW -2 ► ! ; ___________ ____________________ __________________ __________ __—__� �J F34x12 48'-0" LEI CELL 2 CELL 1 co UD ap � co J - IBOV=213.20 10" 21 81 0' 4' 16' TYP PERIMETER WALL SECTIONS SCALE NA A. 6110 PERFORATED PVC FTG DRAIN. SET IE @ EL=213.20 & ROUTE DRAIN TO DISCHARGE POINT AS SHOWN ON THE CIVIL DWGS, B. PROVIDE 4" RIBBED PVC WATERSTOP w/ CENTER BULB AT ALL PERIMETER WALLS OF THE VAULT, INSTALL WATERSTOP IN ACCORDANCE WITH ALL MANUFACTURERS INSTRUCTIONS. C. DRAINAGE PANEL (MIRADRAIN 6000 OR EQUIVALENT) TO EXTEND FROM THE WALL BACKFILL DRAIN TO THE TOP OF THE VAULT, A 1211 THICK LAYER OF FREE -DRAINING GRANULAR FILL MAY BE USED IN LIEU OF THE DRAINAGE PANEL, D. SEE DETAILS AND SCHEDULES FOR FOOTING, WALL & LID INFORMATION AND REINFORCING. E. PROVIDE COMPACTED NATIVE FILL AT CELL 1 AS SHOWN, LID PLAN SCALE 3/16" = 1'-0" CONSTRUCTION LOADS THE VAULT LID HAS BEEN DESIGNED TO CARRY THE "DESIGN LOADS" ONLY AFTER VAULT CONSTRUCTION IS COMPLETE, ALL DESIGN CONCRETE AND GROUT STRENGTHS HAVE BEEN ACHIEVED, AND ALL COVER HAS BEEN PLACED OVER THE VAULT WITHIN THE LIMITS SPECIFIED ON THIS DRAWING. "BOBCAT" OR OTHER LIGHT EQUIPMENT SHALL BE USED FOR PLACEMENT OF MATERIALS OVER THE VAULT LID. ALTERNATIVELY, ALLOWABLE UNIFORM LOADS ON THE BARE SLAB CAN BE OBTAINED FROM THE PLANK MFGR. DIMENSIONS & ELEVATIONS THE CONTRACTOR AND HIS SUBCONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING ALL D]MENSIONS AND ELEVATIONS SHOWN ON THESE DRAWINGS WITH THE CURRENT PERMITTED SET OF CIVIL DRAWINGS, AND SHALL NOTIFY BOTH THE CIVIL & STURCTURAL ENGINEERS IN WRITING OF ALL DISCREPANCIES BETWEEN THE CIVIL DWGS AND THESE DWGS PRIOR TO CONSTRUCTION. PLAN KEYNOTES 1. 5" THICK CONCRETE SLAB ON GRADE REINF WITH #4@18110/c EA WAY, PLACE ALL REINF AT MID -DEPTH OF THE SLAB, SEE 2/51. 2. C,I.P. CONCRETE WALLS AT THE PERIMETER & INTERIOR OF THE VAULT, SEE WALL SCHEDULE A/52 FOR THICKNESS & REINFORCING, SEE 11/53 FOR REINF @ WALL CORNERS, 3. THICKENED SLAB FOOTINGS TO BE CAST WITH THE GRADE SLAB, SEE SECTIONS FOR SIZE & REINF. 4. 12-1/2" THICK CAST IN PLACE CONCRETE LID. REINF w/ #6@8110/c T. & B. CONT RUNNING EAST -WEST AND #5@121lo/c T. & B. RUNNING NORTH -SOUTH, 5. PIPE INLET OR OUTLET TO VAULT. SEE CIVIL DWGS FOR PIPE DIAM, LOCATION & INVERT ELEV, SEE 3/61 FOR WALL REINF @ PENETRATION. 6. 24" DIAM, OPENING TO ACCEPT RISERS, LADDER, RING AND LOCKING MANHOLE COVER PER CIVIL DRAWINGS. SEE 4/S1. 7, 5FTx10FT OPENING TO RECEIVE REMOVABLE OPEN METAL BAR GRATING COVER, SEE A/51. 8. POUR SLOTS IN TOP OF PLANK, MANUFACTURER TO PROVIDE A MINIMUM OF 2 SLOTS @ EACH END OF EACH PLANK, PLANK MANUFACTURER MAY REQUIRE GROUTING OF ADDITIONAL CELLS BEYOND THE MINIMUM OF 2. THE GENERAL CONTRACTOR SHALL INCLUDE GROUTING OF THESE ADDITIONAL CELLS IN HIS BID, 9, PROVIDE BLOCKOUTS IN THE EDGE CELL OF THE PLANK PARALLEL TO THE PERIMETER VAULT WALLS, LOCATE BLOCKOUTS APPROXIMATELY AS SHOWN ON THIS PLAN. 10, 12-1/2" THICK PRECAST HOLLOW CORE p1 11. HATCHED AREA REPRESENTS :rlvl.. x 12-1/211 THICK CAST IN PLACE CONCRETE BEAM. SEE 9/91, 12. 5'-0" WIDE OPENING IN INTERIOR WALL SEE A/53. 13, MANHOLE ACCESS ABOVE w/ LADDER TO VAULT FLR. 14. 1211+0 THRU WALL OPNG FOR VENT PIPE, SEE 5/61 15. ADD (3)-#6x121-011 @ 3"o/c ALONG THE INSIDE FACE OF THE VAULT WALL NEAR THE TOP OF THE WALL, 16. 48110 CATCH BASIN BASE TO ACT AS SUMP, SEE 12/53 2' 81 0' 4' 16' LEGEND IBOV INSIDE BOTTOM OF VAULT Z I TOP OF GRADE SLAB ) ITOV INSIDE TOP OF VAULT z ( TOP OF PERIMETER WALLS ) v CL. CIP CONCRETE WALL a CONCRETE SPREAD FOOTING F34x12 3411 WIDE x 1211 THICK FOOTING. SEE 8/53 & 9/53 F58x12 58" WIDE x 12" THICK FOOTING. SEE 1/63 CO) 2c DOWNWARD SLOPE x,75 SOIL COVER DEPTH OVER LID (FT.) 7,p SLAB STEP SEE 1 & 2/53. a FOOTING STEP SEE 3/63 . CW -1 CONC WALL MARK. SEE A/52 R- 3823 18 SHEET: S20F 3 S-14-067 8HEET SIZE 22xS4 0 Z 7 C7c __j� o z � v CL. m C� a zUJ J Z uj N MCC CO) 2c N Q I— LU Q Z m- a Cc Lu= N W Q H m ~ m pZ F,., O U O 0 W � p W t= p W = CCI Q VN C)- 0 _ � LCL. G U. W p W O W� y O V Lu Q Z Z W cc S U. MCC 3 cn z CL 0 Q cWc (3 CC 0 W r M U.) r N r O T O r r Co 0 0 0 V a Y Z L C W ZcW .Y U N O LU �. _ I�• 0c Lo c p Q W - •.• T T W .1� J. K -o 20744 �ONA� SHEET: S20F 3 S-14-067 8HEET SIZE 22xS4 Z 7 C7c __j� o z � �O m C� a ? C CDo ' N MCC N a o 3 m- � z W oc ui m O m m W m � 0 0 DC Z LLJ Z D � °C MCC 3 uz, CC 0 0 cav SHEET: S20F 3 S-14-067 8HEET SIZE 22xS4 c, c T o M� c m� TU D J�7 Cm �G z C3 -m �z F7 T, c D 7 C7c __j� o z 1 u , m C� Z 'J C CDo �> O Cc73_ N T. 7 m- ul � W z m m m m 0 D c, c T o M� c m� TU D J�7 Cm �G z C3 -m �z F7 T, c D D 7 C7c __j� o oz oo 1 x 0 C CDo �> oci- N T. D 7 C7c m o O C mc= oci- T. 7 SEE WALL SCHEDULE FOR - TYP WALL VERT & HORZ REINF N U THICKENED SLAB EDGE, REINF WITH #5@12"o/c u- HORZ, PROVIDE (2) #5 @ 00 TOP OF WALL AS c`' SHOWN, #5@12"o/c _ W J 1-1/2" J N CLR 21-111 811 a -,o, FOOTING @ SLAB STEP SCALE 1"=1'-0" #5@12"o/c HORZ & VERT ON BACK FACE OF WALL, DOWELS TO FOOTINGS ARE NOT REQUIRED AT THESE VERT BARS, 24" #5 X 30" TO MATCH HORZ, ALT, HOOK - #5441144" CORNER BARS TO MATCH HORZ WALL REINF TYP REINFORCING ON THE - / INSIDE FACE OF THE WALL 3'-10" TYP TYP GRADE SLAB REINF #5 DOWEL @ 12"o/c PROVIDE 4" RIBBED PVC WATERSTOP 4I45 CONT, 2'-1" TYP WALL CORNER REINFORCING SCALE 3/4"=1'-0" 18"I I #5x 1811 @ EA VOID (3)-#6 CONT, BLOCKOUT SHOW ON THE LAP 36" LID PLAN �r a ................................. G . d• d #5 CONT. (2) #5 BARS @ TOP OF WALL WALL VERT REINF TO EXTEND 11" MIN, ABOVE TOP OF WALL, 2" CLR +1/4" _0" 4 DETAIL S3 j SCALE 1"=1'-0" FTG STEP DETAIL SCALE 3/411=1'-0" PERIMETER VAULT WALL 30" (2)-#5x 10111 @ EA PLANK, PLACE @ CENTER OF PLANK GROUT FILL (3)-#6 CONT.VOID, SKEW HOOK AS LAP 36" NEEDED, DO NOT PLACE HOOK HORZ, ° z: ° a a° r d °. d ®Al a (2) #5 BARS @ TOP OF WALL 3" BRG. MIN, 3" BRG MIN w/ CONT NEOPREEN BRG STRIP AS REQUIRED BY THE PLANK MFGR, (2145 CONT. N #8@20"o/c PLACE @ CENTER OF WALL. 2" CLR +1/4' _OII DETAIL DETAIL SCALE 11=1'-0" #5@15"o/c 'I __.I1.5 11 11 .511 TYP KNEE -WALL FTG SCALE 111=1'-0" ,,,,- ---- SINGLE PIECE - OF MOLDED FIBERGLASS GRATING DESIGNATION MS -200, 2" _ HEIGHT WITH 2" MESH. PROVIDE _ LEAST POSSIBLE NOTCH AT T -PIPE, GRATING TO BEAR 1-3/8" MIN ONTO SUPPORT ANGLE 48" m TYPE 2 CATCH BASIN BASE ROLLED ALUMINUM ANGLE 1 -1/2x1 -1/2x1/8 w/ (N-1/4"01-3/4" LONG HEX HEAD STAINLESS STEEL SIMPSON TITEN CONCRETE SCREWS SPACED AS SHOWN, GRATING @ SUMP SUMP DETAIL SCALE 3/4"=1'-0" SEE WALL SCHEDULE FOR TYP WALL VERT & HORZ REINF #5 DOWEL TO MATCH WALL VERT REINF SPACING, GRADE SLAB REINF SEE FOUNDATION PLAN r— N45 CONT, (2)45 CONT, (2)-#5x41-0" @ EA PLANK °a An a e CONT NEOPREEN BRG STRIP AS REQUIRED BY THE PLANK MFGR. WALL VERT REINF TO EXTEND 11" MIN, ABOVE TOP OF WALL SCALE 1"=1'-0" 6 VAULT PERIMETER WALL I2) #4 CIRCULAR TIES CAST FTG & GRADE SLAB AGAINST PRECAST BASE, (------------------------------�J--- 11-511 do 11-511 TYP PERIM WALL FTG. SCALE 1"=1'-0" #3x8llx2411 @ 12110/c ALONG EDGE OF SUMP IN RADIAL PATTERN -------- FIBERGLASS GRATING - COVER &SUPPORT ANGLE 48°0 48" TYPE 2 CATCH — BASIN BASE. SECTION SUMP u - Of 0 xcno"_ i_ r`nki-r Arn4nll- i- T I n AA TA.k rel Pnr_P CIP SLAB SECTION SCALE 111=1'-0" ;DOLE VERT & ATCH IF :INF IN 306 .......... .......... ...... ... ....... ...... ......... ... 1 I 1 1 1 I 1 1 ... .........:.::.....:....... 1 I 1 1 I I 1 1 z #307 I I 1 1 I 1 I I ♦ ♦ 1 1 J I 1; , .♦ 1 1 N �� ♦ �♦ V 1 ♦ 1 V N--------- -4'4 - - - - -- - -- - -- - - -irt►Z--------- --------� -t-4--o- - - -- - -- - -- - --,�� `-------- 1 n ♦ 302 304 I 1 1 1 ♦ `♦ 304 i� 311 SPACES @ 6" o/ I 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 5'-01I 1 1 of Lu I 1 1 I > I 1 I I 305 O1 1 I I I 1 1 1 t 305 u- Qf N 308 WALL REINF @ OPNG. SCALE 1/2"=1'-0" DETAIL KEYNOTES 301. #5 FOOTING TO WALL DOWELS Z TO MATCH WALL VERTICAL � o REINFORCING SPACING, PROVIDE I STD HOOK @ END OF BAR MENA CAST INTO FOOTING, PLACE MCC ALL DOWELS @ THE CENTER F. = OF THE WALL, DOWELS SHALL N BE EMBEDDED A MINIMUM OF co ca 9" INTO 12" THICK FTG AND a SHALL EXTEND INTO THE WALL ~ — 28" MIN. 302. (2)-#7@ 3"o/c. EXTEND 30" BEYOND C) O WALL OPNG JAMB, 303. #4 VERT w/ 180 HOOK @ HEAD p OF OPNG, SPACED AS SHOWN, 304, (2)-#5 x 4'-0" DIAGONAL BARS, 305, PROVIDE (2)-#5 VERT EACH FREE p W W EDGE OF WALL, 306. (2)-#5 HORZ @ THE TOP OF THE W WALL, 307, #5 @12"o/c HORZ, 308, (2)-#5x10'-0" TOP BARS WITHIN 1= Oca zIS THE WALL CENTERED ON THE Z p OPENING, °C a v 31: w uj � p Ln cm Ln 0 W O r 10 W o 0 0 0 V a.Z � i •- � Y C 0 0 W � J 16 41 *0 C 0n0O Y U w Z 0 z i N Q - ,-• Q c .It1 .1� 'KOs -v O 20744 E`�S, qqA L OM WALL REINF @ OPNG. SCALE 1/2"=1'-0" DETAIL KEYNOTES 301. #5 FOOTING TO WALL DOWELS Z TO MATCH WALL VERTICAL � o REINFORCING SPACING, PROVIDE o STD HOOK @ END OF BAR P v CL CAST INTO FOOTING, PLACE MCC ALL DOWELS @ THE CENTER F. = OF THE WALL, DOWELS SHALL N BE EMBEDDED A MINIMUM OF co ca 9" INTO 12" THICK FTG AND a SHALL EXTEND INTO THE WALL ~ — 28" MIN. 302. (2)-#7@ 3"o/c. EXTEND 30" BEYOND C) O WALL OPNG JAMB, 303. #4 VERT w/ 180 HOOK @ HEAD p OF OPNG, SPACED AS SHOWN, 304, (2)-#5 x 4'-0" DIAGONAL BARS, 305, PROVIDE (2)-#5 VERT EACH FREE p W W EDGE OF WALL, 306. (2)-#5 HORZ @ THE TOP OF THE W WALL, 307, #5 @12"o/c HORZ, 308, (2)-#5x10'-0" TOP BARS WITHIN 1= Oca zIS THE WALL CENTERED ON THE Z p OPENING, R-382319 9 0 SHEET: 3 OF 3 S-14-067 SHEET SIZE 2Zx34 > O Z c J z � o 1� J 0 o �O P v CL MCC z J a F. = � = N Oct co ca NWI a _ ~ — 21 Lu C) O = 0 ca t= = y p Z- O V V W pj N W IW p W p W W � ;; W p W Z W o Z LLu0. = ca 1= Oca zIS c� Z p s: cWc °C a v 31: w uj � p Ln cm Ln 0 W O r 10 W o 0 0 0 V a.Z � i •- � Y C 0 0 W � J 16 41 *0 C 0n0O Y U w Z 0 z i N Q - ,-• Q c .It1 .1� 'KOs -v O 20744 E`�S, qqA L OM 9 0 SHEET: 3 OF 3 S-14-067 SHEET SIZE 2Zx34 > Z c J z � o 1� J 0 o �O 0 MCC Z 7 ' N a 3 a o m n � z D oc uj m O FT W m c= o Z uml z D a 0 � 31: w uj � oc 0 0 cav 9 0 SHEET: 3 OF 3 S-14-067 SHEET SIZE 2Zx34 > c J z � o 1� J 0 o CD CD CL o 7 c C N D -0 m n 0E D m FT m D D � o o CD CD CL o r >� CD rr z N 7' 0 z m 0E D � U