Loading...
HomeMy WebLinkAboutzR-4006Set0 i W I — LEGAL DESCRIPTION: PARCEL A: LOT 11, BLOCK 7, AKER'S FARMS NO. 6, ACCORDING TO THE PLAT RECORDED IN VOLUME 42 OF PLATS, PAGE 15, RECORDS OF KING COUNTY, WASHINGTON. PARCEL B: LOT 12, BLOCK 7, AKER'S FARMS NO. 6, ACCORDING TO THE PLAT RECORDED IN VOLUME 42 OF PLATS, PAGE 15, RECORDS OF KING COUNTY, WASHINGTON. SITUATE IN THE COUNTY OF KING, STATE OF WASHINGTON. SUR VEYOR'S NO TES.- 1. ALL TITLE INFORMATION SHOWN ON THIS MAP HAS BEEN EXTRACTED FROM CHICAGO TITLE INSURANCE COMPANY SUBDIVISION GUARANTEE NUMBER 70063129 DATED DECEMBER 6, 2016. IN PREPARING THIS MAP, D.R. STRONG CONSULTING ENGINEERS INC. HAS CONDUCTED NO INDEPENDENT TITLE SEARCH NOR IS D.R. STRONG CONSULTING ENGINEERS INC. AWARE OF ANY TITLE ISSUES AFFECTING THE SURVEYED PROPERTY OTHER THAN THOSE SHOWN ON THE MAP AND DISCLOSED BY REFERENCED CHICAGO TITLE INSURANCE COMPANY SUBDIVISION GUARANTEE. D.R. STRONG CONSULTING ENGINEERS INC. HAS RELIED WHOLLY ON CHICAGO TITLE INSURANCE COMPANY REPRESENTATIONS OF THE TITLES CONDITION TO PREPARE THIS SURVEY AND THEREFORE D.R. STRONG CONSULTING ENGINEERS INC. QUALIFIES THE Ir MA PS ACCURACY AND COMPLETENESS TO THAT EXTENT. W 2. THIS SURVEY REPRESENTS VISIBLE PHYSICAL IMPROVEMENT CONDITIONS EXISTING ON NOVEMBER 19, 2016, ALL z SURVEY CONTROL INDICATED AS 'FOUND" WAS RECOVERED FOR THIS PROJECT IN MARCH, 2016. J. PROPERTY AREA: O LOT 11, 40,529i SQUARE FEET (0.9304± ACRES). U LOT 12, 39,181f SQUARE FEET (0.8995f ACRES). TOTAL PROPERTY AREA = 79,710t SQUARE FEET (1.8299i ACRES). z 4. ALL DISTANCES ARE IN FEET. z Q 5. THIS IS A COMBINED FIELD TRAVERSE AND GLOBAL POSITIONING SYSTEM SURVEY. A LEICA FIVE SECOND COMBINED ELECTRONIC TOTAL STATION AND A LEICA SERIES 1200 GLOBAL POSITIONING SYSTEM WERE USED TO MEASURE THE ANGULAR AND DISTANCE RELATIONSHIPS BETWEEN THE CONTROLLING MONUMENTATION AS SHOWN. CLOSURE RATIOS OF I- THE TRAVERSE MET OR EXCEEDED THOSE SPECIFIED IN WAC 332-130-090. ALL MEASURING INSTRUMENTS AND W EQUIPMENT ARE MAINTAINED IN ADJUSTMENT ACCORDING TO MANUFACTURERS SPECIFICATIONS. m 6. UTILITIES OTHER THAN THOSE SHOWN MAY EXIST ON THIS SITE. ONLY THOSE UTILITIES WITH EVIDENCE OF THEIR INSTALLATION VISIBLE AT GROUND SURFACE ARE SHOWN HEREON. UNDERGROUND UTILITY LOCATIONS SHOWN ARE APPROXIMATE ONLY. UNDERGROUND CONNECTIONS ARE SHOWN AS STRAIGHT LINES BETWEEN SURFACE UTILITY LOCATIONS BUT MAY CONTAIN BENDS OR CURVES NOT SHOWN. SOME UNDERGROUND LOCATIONS SHOWN HEREON MAY HAVE BEEN TAKEN FROM PUBLIC RECORDS. D.R. STRONG CONSULTING ENGINEERS INC. ASSUMES NO LIABILITY FOR THE ACCURACY OF PUBLIC RECORDS. TITLE RESTRICTIONS.- 1. THIS SITE IS SUBJECT TO THE RIGHT TO ENTER THE PREMISES TO MAKE REPAIRS, AND THE RIGHT TO CUT BRUSH r AND TREES WHICH CONSTITUTE A MENACE OR DANGER TO UTILITY LINES LOCATED ON PROPERTY ADJOINING SAID PREMISES, AS GRANTED BY INSTRUMENT RECORDED UNDER RECORDING NUMBER 3457064. SAID INSTRUMENT IS A RE—RECORDING OF THE INSTRUMENT RECORDED UNDER RECORDING NUMBER 3451222. 2. THIS SITE IS SUBJECT TO THE COVENANTS, CONDITIONS, RESTRICTIONS, RECITALS, RESERVATIONS, EASEMENTS, EASEMENT PROVISIONS, DEDICATIONS, BUILDING SETBACK LINES, NOTES, STATEMENTS, AND OTHER MATTERS, IF ANY, TO THE EXTENT THAT THE SAME ARE PERMITTED BY APPLICABLE LAW, AS SET FORTH ON THE PLAT OF AKER'S FARMS NO. 6. AS DISCLOSED BY INSTRUMENT RECORDED UNDER RECORDING NUMBER 3601311. I J. THIS SITE IS SUBJECT TO AN EASEMENT AND THE RIGHTS INCIDENTAL THERETO IN FAVOR OF CASCADE SEWER DISTRICT FOR A SEWER MAIN AS DISCLOSED BY INSTRUMENT RECORDED UNDER RECORDING NUMBER 8211120701. I 4. THIS SITE IS SUBJECT TO AN AGREEMENT AND COVENANT RELATING TO SEWER DISTRICT CONNECTION CHARGES AND THE TERMS AND CONDITIONS THEREOF AS DISCLOSED BY INSTRUMENT RECORDED UNDER RECORDING NUMBER 8710090471. 5. THIS SITE IS SUBJECT TO AN EASEMENT AND THE RIGHTS INCIDENTAL THERETO IN FAVOR OF CASCADE SEWER DISTRICT FOR A SEWER MAIN AS DISCLOSED BY INSTRUMENT RECORDED UNDER RECORDING NO. 8211120699. 6. THIS SITE IS SUBJECT TO AN ACCESS EASEMENT FOR SEPTIC SYSTEMS, AS DISCLOSED BY INSTRUMENT RECORDED UNDER RECORDING NO. 8604020324. REFERENCES.- 1. THE PLAT OF AKER'S FARMS NO. 6, RECORDED IN VOLUME 42 OF PLATES, PAGE 15, RECORDS OF KING COUNTY WASHING TON. 2. RECORD OF SURVEY RECORDED UNDER RECORDING NO. 20010731900002, RECORDS OF KING COUNTY, WA. 3. RECORD OF SURVEY RECORDED UNDER RECORDING NO. 20040629900014, RECORDS OF KING COUNTY, WA. 4. RECORD OF SURVEY RECORDED UNDER RECORDING NO. 20080204900003, RECORDS OF KING COUNTY, WA. 5. RECORD OF SURVEY RECORDED UNDER RECORDING NO. 20120215900003, RECORDS OF KING COUNTY, WA. VER TI CAL DA TUM: NAVD 88 PER CITY OF RENTON VERTICAL CONTROL. BENCHMARK: 1. CITY OF RENTON CONTROL POINT NO. 1863, FOUND CONCRETE MONUMENT WITH 118" COPPER PIN, DOWN 1.2' IN MONUMENT CASE. INTERSECTION OF 116 TH AVE SE AND SE 168TH ST. ELEVATION = 459.078 FEET. 2. CITY OF RENTON CONTROL POINT NO. 1640, FOUND CONCRETE MONUMENT WITH PUNCHED 3" BRASS DISK, STAMPED "KING COUNTY SURVEY" ELEVATION = 466.086 FEET. BASIS OF BEARINGS: N01'47'08'E BETWEEN MONUMENTS FOUND IN PLACE ALONG THE EAST LINE OF THE NE QTR, SIR 29-23-05, COR PT NOS. 1863 AND 1640. GENERAL NO TES.- 1. ALL EXISTING STRUCTURES TO BE REMOVED. 2. A DEMOLITION PERMIT SHALL BE OBTAINED FOR ALL EXISTING STRUCTURES AND ALL REQUIRED INSPECTIONS COMPLETED PRIOR TO ISSUANCE OF THE CONSTRUCTION PERMIT. J. LOTS 6 AND 7 SHALL ACCESS FROM A JOINT USE DRIVEWAY. NO ADDITIONAL CURB CUTS SHALL BE PERMITTED ON ROAD A. LIST OF TRACTS: TRACT 'A" STORM DRAINAGE TRACT 'B" SHARED DRIVEWAY TRACT "C" SENSITIVE AREA FIRE SPRINKLER NOTE MAX AVAILABLE FIRE FLOW = 1,000 GPM. ALL DWELLINGS EXCEEDING 3,600 SO —FT (INCLUDING GARAGE AND BASEMENT) WILL REQUIRE FIRE SPRINKLER SYSTEMS APPROVED BY THE CITY OF RENTON. r� Call 2 Working Days Before You Dig 811 Utilities Underground Location Center (ID,IVIT,ND,OR,WA) C�/GJ/GC/G/ D DS , NE 1/4 SECTION 29, TOWNSHIP 23 N, RANGE 5 E, W.M. BETHANYCORAfER PROJECT DESCRIPTION: ADDRESS OF THE PROPERTY .......... 16433 & 16451 111 TH AVENUE SE, RENTON, WA PARCEL NUMBER..............................008800-0560 & —0570 EXISTING ZONING:.............................R-8 COMP PLAN LAND USE ...................RESIDENTIAL MEDIUM DENSITY PROPOSED DWELLING UNITS ............ 9 GROSS ACREAGE ............................. 1.830 ACRES (79,710 S.F.) R. 0. W. DEDICA TION.......................... 0.343 ACRES (14,939 S.F.) NET ACREAGE ................................. 1.487 ACRES (64,771 S.F.) MAXIMUM IMPERVIOUS SURFACE AREA ALLOWED BY ZONING :..................................... 659 TOTAL PROJECT AREA: ................... 1.985 ACRES (86,450 S.F.) (INCLUDES 6,740 S.F. OF DISTURBED FRONTAGE) DISTURBED PROJECT AREA:........... 1.942 ACRES (84,597 S.F.) REPLACED IMPERVIOUS SURFACE AREA: ..............................0 ACRES (0 S.F.) TOTAL NEW AND REPLACED IMPERVIOUS SURFACE AREA:......... 1.148 ACRES (49,994 S.F.) (59%) PERMITTED NET DENSITY ................ 8.00 DU/ACRE PROPOSED NET DENSITY..................6.00 DU/ACRE CRITICAL AREA BUFFER AREA:........ 0.009 ACRES (409 S.F.) WORK WITHIN EXISTING R.O.W.:........ 0.155 ACRES (6,740 S.F.) PROPOSED USE ............................... SINGLE FAMILY DETACHED HOUSING SEWER AND WATER DISTRICT .......... SOOS CREEK WATER & SEWER DISTRICT SCHOOL DISTRICT. ............................. RENTON j403 FIRE DISTRICT...................................CITY OF RENTON TELEPHONE SERVICE.........................CENTURY LINK POWER SOURCE................................PUGET SOUND ENERGY D.R. STRONG CONSUL TING ENGINEERS ENGINEERS PLANNERS SURVEYORS 620 - 71h AVENUE KIRKLAND, WA 98033 0 425 827 3063 F 425 827 2423 NPDES (WAR) PERMIT NUMBERS.• XXXXXXXX L 0 T AREA TABLE LOT NO. AREA 1 7,119 2 5,948 3 5,948 4 5,948 5 6,734 6 6,447 7 5,889 8 6,148 9 6,148 SHEET INDEX S PUGET DR SE 21ST ST �IE 160TH ST m SE 162ND ST Z PROJECT S1 TE o SE 164TH ST 0 L 168TH ST NW e Ln N SE 172ND ST h �P SE 173RD ST __ "' SE 172N S 06 � 0 0c= S 36TH Pl. o SE >747X S Z y o SE PETROVITSKY RD 8TH CT. k N e W y C1 1 OF 19 COVER SHEET C2 2 OF 19 TOPOGRAPHY MAP C3 3 OF 19 TOPOGRAPHY MAP C4 4 OF 19 HORIZONTAL AND VERTICAL CONTROL PLAN C5 5 OF 19 TREE RETENTION PLAN C6 6 OF 19 CLEARING AND TESC PLAN C7 7 OF 19 TESC NOTES AND DETAILS C8 8 OF 19 ROAD AND GRADING PLAN C9 9 OF 19 ROAD AND MAILBOX DETAILS C10 10 OF 19 ROAD AND STREET SIGN DETAILS C11 14 OF 19 ROAD CROSS SECTIONS C12 12 OF 19 STORM DRAINAGE PLAN C13 13 OF 19 ROAD AND STORM PLAN AND PROFILE SE 165TH ST C14 14 OF 19 ROAD AND STORM PLAN AND PROFILE 111TH AVE SE C15 15 OF 19 STORM PLAN AND PROFILE SOUTH INTERCEPTOR TRENCH C16 16 OF 19 STORM SCUPPER INLET DETAIL C17 17 OF 19 VAULT DETAILS C18 18 OF 19 STORM DRAINAGE DETAILS C19 19 OF 19 COMPOSITE UTILITY PLAN L 1 1 OF 2 LANDSCAPE PLAN L2 2 OF 2 LANDSCAPE PLAN IL 1 OF 3 ILLUMINATION PLAN IL2 2 OF 3 ILLUMINATION DETAILS IL3 3 OF 3 ILLUMINATION DETAILS NORTH GRAPHIC SCALE 0 20 40 80 1 INCH = 40 FT. NOTE FOR CER TIRCA TION OF SUR VEY INFORMA TION THE TOPOGRAPHY AND BOUNDARY SHOWN HEREON IS BASED UPON A FIELD SURVEY BY D.R. STRONG CONSUL TING ENGINEERS. 7 CITY COMMENTS JSM 4.12.19 SURVEYED: SCALE: SPF VERTICAL: NAVD 83 1 8 REVISED FRONTAGE GRADING PER GAS MAIN JSM 12.14.20 DESIGNED: AS NOTED HORIZONTAL: NAD 19ss, 9 REVISED FRONTAGE PER CITY COMMENTS JSM 1.15.21 JSM 10 REVISED VAULT CONTROL STRUCTURE JSM 5.9.21 DRAWN: CWA ONE INCH DATUM 11 RECORD DRAWINGS JSM 6.25.21 CHECKED:JSM AT FULL SCALE IF NOT ONE INCH N 0. REVISION BY DATE AP P R APPROVED: ' SCALE ACCORDINGLY 1Y11'IA! /¢ OV S,R OF WA`S.ti , .'�', M o o P 50708 \��GISTE¢_ IO�TAL LAI`1D C TY OF =� RENTON Planning/Building/Public Works Dept. VICINITY MAP 1 "=1, 500' PROJECT CONTACTS: APPLICANT/PROPERTY OWNER.......... BONA FIDE PROPERTIES 2, LLC ..........................................................3024 90TH PL SE .......................................................... MERCER ISLAND, WASHINGTON 98040 .......................................................... (650) 888-5101 .......................................................... CONTACT DIANNE DOUGHERTY CIVIL ENGINEER/SURVEYOR............... D.R. STRONG CONSULTING ENGINEERS, INC. .......................................................... 620 — 7th AVENUE .......................................................... KIRKLAND, WASHINGTON 98033 .......................................................... (425) 827-3063 .......................................................... CONTACT: JONA THAN S. MURRAY, P.E. .......................................................... JONA THAN. MURRA Y@DRSTRONG. COM .......................................................... CONTACT: JAMES G. REICHHOFF, P.L.S. .......................................................... JAMES. REICHOFF@DRSTRONG. COM WETLAND BIOLOGIST .......................... MARK RIGOS, P.E. .......................................................... 440 SE DARST STREET .......................................................... ISSAQUAH, WASHINGTON 98027 .......................................................... (425) 652-6013 .......................................................... MARKRIGOS@HOTMAIL.COM GEOTECHNICAL ENGINEER .................. ASSOCIATED EARTH SCIENCES, INC. .......................................................... 911 5 TH AVENUE, SUITE 100 .......................................................... KIRKLAND, WASHINGTON 98033 .......................................................... (425) 827— 7701 .......................................................... CONTACT MATTHEW A. MILLER, P.E. .......................................................... MMILLER@AESGEO.COM LANDSCAPE ARCHITECT .................... VARLEY VARLEY VARLEY .......................................................... 12743 NE 170TH LANE .......................................................... WOODINVILLE, WASHINGTON 98072 .......................................................... (425) 466-9430 .......................................................... CONTACT JEFF VARLEY .......................................................... VARLEY—JEFF@HOTMAIL.COM TRAFFIC ENGINEER ............................. TRAFFEX .......................................................... 11410 NE 124TH STREET, SUITE 590 .......................................................... KIRKLAND, WASHINGTON 98034 .......................................................... (425) 522-4118 ....................................................... CONTACT LARRY HOBBS, P.E. ....................................................... LARRY@NWTRAFFEX.COM C. E. S. C. L............................................ TBD ....................................................... XXXXXXX ....................................................... XXXXXXX ....................................................... XXXXXXX ....................................................... XXXXXXX ....................................................... XXXXXXX AS -BUILT NO AS —BUILT INFORMATION ON THIS SHEET. "I CERTIFY THAT THE INFORMAT70N SHOWN HEREON WHICH WAS AS—BUIL T BY D.R. STRONG, AND MA Y INCLUDE LOCA TIONS, ELEVA TIONS, DEPTHS, PIPE SIZES, AND AS —BUILT COMMENTS, ACCURATELY REFLECTS EXISTING FIELD CONDITIONS AS DETERMINED BY ME OR UNDER MY DIRECT SUPERWS10N ON THIS DATE 051181202 1. " R-400601 IN COMPLIANCE WITH CITY OF RENTON STANDARDS N N C) T L0 M 0 C) T Q J L0 0 T W z O DATE: U BETHANY CORNER 11.29.16 >- FI ELDBOOK: z PAGE: COVER SHEET DRAWING N0: T 16433 & 16451 111 TH AVENUE SE C1 RENTON, WASHINGTON 98056 SHEET: I OF: 19 W 1 m DRS PROJECT NO. 16062 NE 114 SECTION 29, TOWNSHIP 23 N, RANGE 5 E, W.M. w z rr O U z 17 w m M BETHANYCORNER SEE SHEET C3 LEGEND: 1L L 008800-0443 36 t 12"CONC=435.19' II 2 II 12"CONC=433.33' II SSMH 008800-0460 13 ® II RIM=437.60 IE=423.85 6,. 0' 30' CTR CHANNEL 008800-0580 FOUND 1/2" REBAR WITH x I n 008800-0441 YELLOW PLASTIC CAP STAMPED o "WR BISHOP 24214" 0.1'N. X BLOCK 7 0.3'W. OF PROP CORNER AKER'S FARMS N0. 6 l' VOL. 42, PG. 15 I FENCE CORNER IS 12"GONG=431.43'II- 0.2'N. X 0.2'E. OF FENCE CORNER IS OP J1 OP "WF ENCE CORNER IS 0 2'S. OF R PROP CORNER II F — 0.2'N. OF �j' FENCE CORNER IS 5'CLF -0P {{..... I TRANSFORMER(S) I 0.1'S. OF FL -----X_ 0 X II 05'55"W 270.31' 2 P))8"D 10"D_ / 10"p 4'HWF 10"p 1a'GONG=430 29' 3 00' ' WIRES DOWN(E) CL 6'VBF 1 .............2.7CONC=43�.02' II II o 16„p 2 —x� ! II \\ FENCE IS ' 12"E 0.5'WOFR I II 16"E w 12 12"C C=4i�8.04' N a 14"E of � � 10",16" P5008800-0570 I I { II Q HOUSE \ _= 3 10",18"E`\ 12"E� ! II II I 008800-0370 008800-0470 I I `\ II w I ` Ld o II q3C 20"D(3 I = \ i CONC � i BLOCKWALL I II o � 12' E '; WALL FENCE IS I ' ON R 18"E 18"E I II 10"E II a r '` 8"E 14"E e„ I32."D I 1 14"E r FENCE CORNER IS 0.9'N \ ` ° II o OF PROPERTY CORNER rn a �2. _..._--._.._._.—_._._._._..._.: ` 12'CONC=425�33' ,ri II II 6'VBF - -` -.........................................N II 4' H WF_._._._._.._._._._._.._._._._.._._._._...._._._._._.._ _._ _._.._._._._._ _._ _._ _ • -- > I { ... 1[n TRANSFORMER(S) OP FENCE CORNER IS 4 6"p I 0.8'N. X 0.4'E. OF N °I 8"p , _ 12"GONG=424.36' N IIN P 008800-0384 PROP CORNER I 12"D ' 424 , w 20ID 12"CONCr-423.68' ; ® LO II �' 4 � � 11 , ;h 008800-0480 z m ! ,' 00&8110-0560`, e/ II Z II �2�. SHED II I\ ........ x — — II I ` FENCE IS _ I i IF !! 008800-0382 SINGLE STORY II II 0.6'E OF R ' y �� ! HOME - Il... q•22 2 �® II 'GONG=422.77' J I OLD �� BOLLARD(TYP) CONCRETE ` FOUNDATION I \ ! FENCE IS 0. VW OF FL' -- II 12"CONC=418.89' 11 � 12"CONC=422.20 -o II II 0 I N88.05'31"W 72 0.27' 270.00(P) t 30 00' — — — — .II...... II 'ONC=417.86' 1� I R MM 420.46 FOUND 5/8" REBAR II 5 ! IE=407.71 W/CAP STAMPED: `; II..... !! 8"CONC IN(N,S) "MULLEN 18913" 0.2'N 008800-0490 OUT(E) OF PROPERTY CORNER CTR CHANNEL III 3 00I 10 12"CONC=420.52' !!� 008800-0550 ! OP P 12"CONC=419.80. . ........... P OP II I! I I� Call 2 Working Days Before You Dig 811 Utilities Underground Location Center (ID,MT,ND,OR,WA) V / AS WgE\ / � OF WAS 4 R, ~ I �• a o 50708 IS �GTE4� �IONAL LAI`� / maw D lr9� S1 I 008800-0380 SSMH RIM=424.36 30' I E= 406.71 8"CONC IN(N,E) OUT(S) CTR CHANNEL SEE SHEET C3 SE 168TH ST 1646.62' N89'16'41 "E N 0 R El O Co C.O.R. VBF HBF 0 0 P W G T FOUND SECTION MONUMENT AS NOTED FOUND MONUMENT AS NOTED ROAD SIGNAGE MAIL BOX POWER METER POWER POLE JUNCTION BOX, SIZE VARIES LIGHT POLE NO ARM GUY WIRE WATER METER WA TER VAL VE FIRE HYDRANT TYPE 1 CATCH BASIN STORM DRAIN MANHOLE SANITARY MANHOLE ROCKERY CITY OF RENTON VERTICAL BOARD FENCE HORIZONTAL BOARD FENCE DECIDUOUS TREE EVERGREEN TREE SANITARY SEWER LINE STORM LINE OVERHEAD POWER UNDERGROUND POWER UNDERGROUND WA TER UNDERGROUND GAS UNDERGROUND TELEPHONE UNDERGROUND CABLE EDGE OF PAVEMENT FENCE GRA VEL CONCRETE FOUND CONCRETE MONUMENT WITH PUNCHED 3" BRASS DISK STAMPED 'KING COUNTY SURVEY", DOWN 1.1' 1N MONUMENT CASE. COR PT NO, 1640 20 21 29 28 O U i( ) cfl 0 W c° WU) N ¢I 0 N FOUND CONCRETE MONUMENT 00 WITH 1/8" BRASS PIN, DOWN o 1.2' IN MONUMENT CASE. COR PT NO. 186J Z — __+ — 28 LEGAL DESCRIPTION: I N LOT 11, BLOCK 7, AKER'S FARMS NO. 6, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 42 OF PLATS, N PAGE 15, RECORDS OF KING COUNTY, WASHINGTON; I� SITUATE IN THE COUNTY OF KING, STATE OF WASHING TON. C) LOT 12, BLOCK 7, AKER'S FARMS NO. 6 ACCORDING TO PLAT RECORDED IN VOLUME 42 OF PLATS, PAGE 15, C) RECORDS OF KING COUNTY WASHINGTON. T SITUATE IN THE COUNTY OF KING, STATE OF WASHINGTON. SURVEYOR'S NOTES 1. ALL TITLE INFORMATION SHOWN ON THIS MAP HAS BEEN EXTRACTED FROM CHICAGO TITLE INSURANCE COMPANY SUBDIVISION GUARANTEE NUMBER 70063129 DATED DECEMBER 6, 2016. IN PREPARING THIS MAP, D.R. STRONG CONSULTING ENGINEERS INC. HAS CONDUCTED NO INDEPENDENT TITLE SEARCH NOR IS D.R. STRONG CONSULTING ENGINEERS INC. AWARE OF ANY TITLE ISSUES AFFECTING THE SURVEYED PROPERTY OTHER THAN THOSE SHOWN ON THE MAP AND DISCLOSED BY REFERENCED CHICAGO TITLE INSURANCE COMPANY SUBDIVISION GUARANTEE. D.R. STRONG CONSULTING ENGINEERS INC. HAS RELIED WHOLLY ON CHICAGO TITLE INSURANCE COMPANY REPRESENTATIONS OF THE TITLES CONDITION TO PREPARE THIS SURVEY AND THEREFORE D.R. STRONG CONSULTING ENGINEERS INC. QUALIFIES THE MAPS ACCURACY AND COMPLETENESS TO THA T EXTENT. 2. THIS SURVEY REPRESENTS VISIBLE PHYSICAL IMPROVEMENT CONDITIONS EXISTING ON NOVEMBER 19, 2016, 2016. ALL SURVEY CONTROL INDICATED AS 'FOUND" WAS RECOVERED FOR THIS PROJECT IN MARCH, 2016. J. PROPERTY AREA: LOT 11, 40,529t SQUARE FEET (0.9304i ACRES). LOT 12, 39,181E SQUARE FEET (0.8995f ACRES). TOTAL PROPERTY AREA = 79,710t SQUARE FEET (1.8299i ACRES). 4. ALL DISTANCES ARE IN FEET. 5. THIS IS A COMBINED FIELD TRAVERSE AND GLOBAL POSITIONING SYSTEM SURVEY. A LEICA FIVE SECOND COMBINED ELECTRONIC TOTAL STATION AND A LEICA SERIES 1200 GLOBAL POSITIONING SYSTEM WERE USED TO MEASURE THE ANGULAR AND DISTANCE RELATIONSHIPS BETWEEN THE CONTROLLING MONUMENTATION AS SHOWN. CLOSURE RATIOS OF THE TRAVERSE MET OR EXCEEDED THOSE SPECIFIED IN WAC 332-130-090. ALL MEASURING INSTRUMENTS AND EQUIPMENT ARE MAINTAINED IN ADJUSTMENT ACCORDING TO MANUFACTURER'S SPECIFICATIONS. 6. UTILITIES OTHER THAN THOSE SHOWN MAY EXIST ON THIS SITE. ONLY THOSE UTILITIES WITH EVIDENCE OF THEIR INSTALLATION VISIBLE AT GROUND SURFACE ARE SHOWN HEREON. UNDERGROUND UTILITY LOCATIONS SHOWN ARE APPROXIMATE ONLY. UNDERGROUND CONNECTIONS ARE SHOWN AS STRAIGHT LINES BETWEEN SURFACE UTILITY LOCATIONS BUT MAY CONTAIN BENDS OR CURVES NOT SHOWN. SOME UNDERGROUND LOCATIONS SHOWN HEREON MAY HAVE BEEN TAKEN FROM PUBLIC RECORDS. D.R. STRONG CONSULTING ENGINEERS INC. ASSUMES NO LIABILITY FOR THE ACCURACY OF PUBLIC RECORDS. TITLE RESTRICTIONS.- 1. THIS SITE IS SUBJECT TO THE RIGHT TO ENTER THE PREMISES TO MAKE REPAIRS, AND THE RIGHT TO CUT BRUSH AND TREES WHICH CONSTITUTE A MENACE OR DANGER TO UTILITY LINES LOCATED ON PROPERTY ADJOINING SAID PREMISES, AS GRANTED BY INSTRUMENT RECORDED UNDER RECORDING NUMBER 3457064. SAID INSTRUMENT IS A RE-RECORDING OF THE INSTRUMENT RECORDED UNDER RECORDING NUMBER 3451222. 2. THIS SITE IS SUBJECT TO THE COVENANTS, CONDITIONS, RESTRICTIONS, RECITALS, RESERVATIONS, EASEMENTS, EASEMENT PROVISIONS, DEDICATIONS, BUILDING SETBACK LINES, NOTES, STATEMENTS, AND OTHER MATTERS, IF ANY, TO THE EXTENT THAT THE SAME ARE PERMITTED BY APPLICABLE LAW, AS SET FORTH ON THE PLAT OF AKER'S FARMS NO. 6. AS DISCLOSED BY INSTRUMENT RECORDED UNDER RECORDING NUMBER 3601311. J. THIS SITE IS SUBJECT TO AN EASEMENT AND THE RIGHTS INCIDENTAL THERETO IN FAVOR OF CASCADE SEWER DISTRICT FOR A SEWER MAIN AS DISCLOSED BY INSTRUMENT RECORDED UNDER RECORDING NUMBER 8211120701. 4. THIS S1TE IS SUBJECT TO AN AGREEMENT AND COVENANT RELATING TO SEWER DISTRICT CONNECTION CHARGES AND THE TERMS AND CONDITIONS THEREOF AS DISCLOSED BY INSTRUMENT RECORDED UNDER RECORDING NUMBER 8710090471. 5. THIS SITE IS SUBJECT TO AN EASEMENT AND THE RIGHTS INCIDENTAL THERETO IN FAVOR OF CASCADE SEWER DISTRICT FOR A SEWER MAIN AS DISCLOSED BY INSTRUMENT RECORDED UNDER RECORDING NO. 8211120699. 6. THIS SITE IS SUBJECT TO AN ACCESS EASEMENT FOR SEPTIC SYSTEMS, AS DISCLOSED BY INSTRUMENT RECORDED UNDER RECORDING NO. 8604020324. REFERENCES.- 1. THE PLAT OF AKER'S FARMS NO. 6, RECORDED IN VOLUME 42 OF PLATES, PAGE 15, RECORDS OF KING COUNTY WASHINGTON. 2. RECORD OF SURVEY RECORDED UNDER RECORDING NO. 20010731900002, RECORDS OF KING COUNTY, WA. J. RECORD OF SURVEY RECORDED UNDER RECORDING NO. 20040629900014, RECORDS OF KING COUNTY, WA. 4. RECORD OF SURVEY RECORDED UNDER RECORDING NO. 20080204900003, RECORDS OF KING COUNTY, WA. 5. RECORD OF SURVEY RECORDED UNDER RECORDING NO. 20120215900003, RECORDS OF KING COUNTY, WA. BENCHMARK: 1. CITY OF RENTON CONTROL POINT NO. 1863, FOUND CONCRETE MONUMENT WITH 1/8" COPPER PIN, DOWN 1.2' IN MONUMENT CASE. INTERSECTION OF 116TH AVE SE AND SE 168TH ST. ELEVATION = 459.078 FEET. 2. CITY OF RENTON CONTROL POINT NO, 1640, FOUND CONCRETE MONUMENT WITH PUNCHED 3" BRASS DISK, STAMPED 'KING COUNTY SURVEY" ELEVATION = 466.086 FEET. NORTH GRAPHIC SCALE 0 15 30 60 1 INCH = 30 FT. VERTICAL DA TUM: NA VD 88 PER CITY OF RENTON VERTICAL CONTROL. BASIS OF BEARINGS.• N01 '47'O8 E BETWEEN MONUMENTS FOUND IN PLACE ALONG THE EAST LINE OF THE NE QTR, STR 29-23-05, COR PT NOS. 1863 AND 1640. 7 CITY COMMENTS JSM 4.12.19 SURVEYED: SCALE: 1988 D.R. STRONG SPF VERTICAL: NAVD 83/1 8 REVISED FRONTAGE GRADING PER GAS MAIN JSM 12.14.20 AS NOTED HORIZONTAL: NAD , sas/, ss, CONSULTING ENGINEERS DESIGNED: 9 REVISED FRONTAGE PER CITY COMMENTS JSM 1.15.21 ENGINEERS PLANNERS SURVEYORS 10 REVISED VAULT CONTROL STRUCTURE JSM 5.9.21 DRAWN: CWA ONE INCH DATUM 620 - 7th AVENUE KIRKLAND, WA 98033 11 RECORD DRAWINGS JSM 6.25.21 CHECKED: AT FULL SCALE O 425.827.3063 F 425 827 2423 JSM IF NOT ONE INCH N 0. REVISION BY I DATE AP P R APPROVED: ' SCALE ACCORDINGLY 111 IA! C TY OF =� RENTON Planning/Building/Public Works Dept. AS -BUILT NO AS —BUILT INFORMATION ON THIS SHEET. "I CER71FY THAT THE INFORMA770N SHOWN HEREON WHICH WAS AS—BUIL T BY D.R. STRONG, AND MA Y INCLUDE LOCA TIONS, ELEVA TIONS, DEPTHS, PIPE SIZES, AND AS —BUILT COMMENTS, ACCURATELY REFLECTS EXISTING FIELD CONDITIONS AS DETERMINED BY ME OR UNDER MY DIRECT SUPERVISION ON 77-IIS DA7E- 051181202 1. " R-400602 IN COMPLIANCE WITH CITY OF RENTON STANDARDS 00 LO C) C) i T a J C) LO C) C) W z O DATE: BETHANY CORNER 11.29.16 >- FIELDBOOK: z TOPOGRAPHY MAP PAGE: a DRAWING N0: 16433 & 16451 111 TH AVENUE SE C2 RENTON, WASHINGTON 98056 SHEET: 2 oP: 19 LU co DRS PROJECT NO. 16062 w z rr O U z 17 w m C'7 0 O �s N O O 0 NI 0 m Q O 0 w 0 m C, Q z 0 N O 0 0 N Ld Q z J Li NE 1/4 SECTION 29, TOWNSHIP 23 N, RANGE 5 E, W.M. BETHANY CORNER FOUND 4'X4" CONCRETE SSMH MONUMENT WITH LEAD RIM=442.76 AND TACK, DOWN 0. 7' IN SE 164TH ST FOUND 4'X4" CONCRETE MONUMENT CASE. MONUMENT WITH LEAD _ _/j + N88'06'17"W 630.76'(M) 630.00'(P) ,� AND TACK, DOWN 0.5' V IN MONUMENT CASE. I ' 101, ! ; STOP SIGN I I •18"E II I I � II I' SEE SHEET C2 I I 008800-0442 I ---- �__ 113C FOUND 5/8" REBAR II I� Call 2 Working Days Before You Dig 811 Utilities Underground Location Center (ID,MT,ND,OR,WA) 16`' ' � 008800-0380 I 12"GONG=438.73' II W/CAP STAMPED: II...... II o o •• •••' N "MULLEN 18913" 0.2'N OF PROPERTY CORNER %�� SSMH III RIM=424.36 12"D 12"CON C= 438.79' Q 00 3 30' IE=406.71 7"D � 8"CONC IN(N,E) 161, 12"CONC=420.52' i III OUTS) 4'D o OP 12"CONC=419.80' - CTR CHANNEL 10"D P 8"D 6"D o 5"D II...... • p 12„D II 8'D 10"D 8 D I I II I I / ... II - „ 3" 2„E 12"CONC=419.09' jll I II 24"E II I l II 20 E II I 2„E I I II 12"E II008800-0443 I�...... 36"E - 12"CONC=417.33' II I 12"CONC=435.19' II� I II 12"CONC=415.44' II SEE SHEET C2 Al OP _ ® OP SSMH 24"CONC=415.52' I RIM=419.74 II IE=406.22 12"CONC=415.45' II 8"CONC IN(N) OUT(S) Lv CTR CHANNEL I I I \ 12"CONC=415.15' I I I I I I I I I I � I I I CB T-1 I II RIM=416.51 10"CMP (S,E)=413.01 II II 10"CMP (N)=412.91 I I I I - I I I I I I I I I I I I II I I I I I I I I I I .� I II I • I II I I I I I I II 12"CONC=413.64' ,,11 II`• i �� II II � ' II • IE NOT I IE NOT J41/ I FOUND' I� FOUND' _L_ I 12"CONC=411.94' 24"CONC=412.33' II I I I I , I I I I /V / AS WgE\ � OF WAS �• a o 5070E �GISTE4� �IONAL LPSO / D lr9� S LEGEND: I EEI X R El O Co C.O.R. VBF HBF OP P W T c X------- X - FOUND SECTION MONUMENT AS NOTED FOUND MONUMENT AS NOTED ROAD SIGNAGE MAIL BOX POWER METER POWER POLE JUNCTION BOX, SIZE VARIES LIGHT POLE NO ARM GUY WIRE WATER METER WA TER VAL VE FIRE HYDRANT TYPE 1 CATCH BASIN STORM DRAIN MANHOLE SANITARY MANHOLE ROCKERY CITY OF RENTON VERTICAL BOARD FENCE HORIZONTAL BOARD FENCE DECIDUOUS TREE EVERGREEN TREE SANITARY SEWER LINE STORM LINE OVERHEAD POWER UNDERGROUND POWER UNDERGROUND WA TER UNDERGROUND GAS UNDERGROUND TELEPHONE UNDERGROUND CABLE EDGE OF PAVEMENT FENCE GRA VEL CONCRETE LEGAL DESCRIPTION: I N LOT 11, BLOCK 7, AKER'S FARMS NO. 6, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 42 OF PLATS, N PAGE 15, RECORDS OF KING COUNTY, WASHINGTON; I� SITUATE IN THE COUNTY OF KING, STATE OF WASHING TON. C) LOT 12, BLOCK 7, AKER'S FARMS NO. 6 ACCORDING TO PLAT RECORDED IN VOLUME 42 OF PLATS, PAGE 15, C) RECORDS OF KING COUNTY WASHINGTON. T SITUATE IN THE COUNTY OF KING, STATE OF WASHINGTON. SUR VEYOR'S NO TES 1. ALL TITLE INFORMATION SHOWN ON THIS MAP HAS BEEN EXTRACTED FROM CHICAGO TITLE INSURANCE COMPANY SUBDIVISION GUARANTEE NUMBER 70063129 DATED DECEMBER 6, 2016. IN PREPARING THIS MAP, D.R. STRONG CONSULTING ENGINEERS INC. HAS CONDUCTED NO INDEPENDENT TITLE SEARCH NOR IS D.R. STRONG CONSULTING ENGINEERS INC. AWARE OF ANY TITLE ISSUES AFFECTING THE SURVEYED PROPERTY OTHER THAN THOSE SHOWN ON THE MAP AND DISCLOSED BY REFERENCED CHICAGO TITLE INSURANCE COMPANY SUBDIVISION GUARANTEE. D.R. STRONG CONSULTING ENGINEERS INC. HAS RELIED WHOLLY ON CHICAGO TITLE INSURANCE COMPANY REPRESENTATIONS OF THE TITLES CONDITION TO PREPARE THIS SURVEY AND THEREFORE D.R. STRONG CONSULTING ENGINEERS INC. QUALIFIES THE MAPS ACCURACY AND COMPLETENESS TO THA T EXTENT. 2. THIS SURVEY REPRESENTS VISIBLE PHYSICAL IMPROVEMENT CONDITIONS EXISTING ON NOVEMBER 19, 2016, 2016. ALL SURVEY CONTROL INDICATED AS 'FOUND" WAS RECOVERED FOR THIS PROJECT IN MARCH, 2016. J. PROPERTY AREA: LOT 11, 40,529t SQUARE FEET (0.9304i ACRES). LOT 12, 39,181E SQUARE FEET (0.8995f ACRES). TOTAL PROPERTY AREA = 79,710t SQUARE FEET (1.8299i ACRES). 4. ALL DISTANCES ARE IN FEET. 5. THIS IS A COMBINED FIELD TRAVERSE AND GLOBAL POSITIONING SYSTEM SURVEY. A LEICA FIVE SECOND COMBINED ELECTRONIC TOTAL STATION AND A LEICA SERIES 1200 GLOBAL POSITIONING SYSTEM WERE USED TO MEASURE THE ANGULAR AND DISTANCE RELATIONSHIPS BETWEEN THE CONTROLLING MONUMENTATION AS SHOWN. CLOSURE RATIOS OF THE TRAVERSE MET OR EXCEEDED THOSE SPECIFIED IN WAC 332-130-090. ALL MEASURING INSTRUMENTS AND EQUIPMENT ARE MAINTAINED IN ADJUSTMENT ACCORDING TO MANUFACTURER'S SPECIFICATIONS. 6. UTILITIES OTHER THAN THOSE SHOWN MAY EXIST ON THIS SITE. ONLY THOSE UTILITIES WITH EVIDENCE OF THEIR INSTALLATION VISIBLE AT GROUND SURFACE ARE SHOWN HEREON. UNDERGROUND UTILITY LOCATIONS SHOWN ARE APPROXIMATE ONLY. UNDERGROUND CONNECTIONS ARE SHOWN AS STRAIGHT LINES BETWEEN SURFACE UTILITY LOCATIONS BUT MAY CONTAIN BENDS OR CURVES NOT SHOWN. SOME UNDERGROUND LOCATIONS SHOWN HEREON MAY HAVE BEEN TAKEN FROM PUBLIC RECORDS. D.R. STRONG CONSULTING ENGINEERS INC. ASSUMES NO LIABILITY FOR THE ACCURACY OF PUBLIC RECORDS. TITLE RESTRICTIONS.- 1. THIS SITE IS SUBJECT TO THE RIGHT TO ENTER THE PREMISES TO MAKE REPAIRS, AND THE RIGHT TO CUT BRUSH AND TREES WHICH CONSTITUTE A MENACE OR DANGER TO UTILITY LINES LOCATED ON PROPERTY ADJOINING SAID PREMISES, AS GRANTED BY INSTRUMENT RECORDED UNDER RECORDING NUMBER 3457064. SAID INSTRUMENT IS A RE-RECORDING OF THE INSTRUMENT RECORDED UNDER RECORDING NUMBER 3451222. 2. THIS SITE IS SUBJECT TO THE COVENANTS, CONDITIONS, RESTRICTIONS, RECITALS, RESERVATIONS, EASEMENTS, EASEMENT PROVISIONS, DEDICATIONS, BUILDING SETBACK LINES, NOTES, STATEMENTS, AND OTHER MATTERS, IF ANY, TO THE EXTENT THAT THE SAME ARE PERMITTED BY APPLICABLE LAW, AS SET FORTH ON THE PLAT OF AKER'S FARMS NO. 6. AS DISCLOSED BY INSTRUMENT RECORDED UNDER RECORDING NUMBER 3601311. J. THIS SITE IS SUBJECT TO AN EASEMENT AND THE RIGHTS INCIDENTAL THERETO IN FAVOR OF CASCADE SEWER DISTRICT FOR A SEWER MAIN AS DISCLOSED BY INSTRUMENT RECORDED UNDER RECORDING NUMBER 8211120701. 4. THIS S1TE IS SUBJECT TO AN AGREEMENT AND COVENANT RELATING TO SEWER DISTRICT CONNECTION CHARGES AND THE TERMS AND CONDITIONS THEREOF AS DISCLOSED BY INSTRUMENT RECORDED UNDER RECORDING NUMBER 8710090471. 5. THIS SITE IS SUBJECT TO AN EASEMENT AND THE RIGHTS INCIDENTAL THERETO IN FAVOR OF CASCADE SEWER DISTRICT FOR A SEWER MAIN AS DISCLOSED BY INSTRUMENT RECORDED UNDER RECORDING NO. 8211120699. 6. THIS SITE IS SUBJECT TO AN ACCESS EASEMENT FOR SEPTIC SYSTEMS, AS DISCLOSED BY INSTRUMENT RECORDED UNDER RECORDING NO. 8604020324. REFERENCES.- 1. THE PLAT OF AKER'S FARMS NO. 6, RECORDED IN VOLUME 42 OF PLATES, PAGE 15, RECORDS OF KING COUNTY WASHINGTON. 2. RECORD OF SURVEY RECORDED UNDER RECORDING NO. 20010731900002, RECORDS OF KING COUNTY, WA. J. RECORD OF SURVEY RECORDED UNDER RECORDING NO. 20040629900014, RECORDS OF KING COUNTY, WA. 4. RECORD OF SURVEY RECORDED UNDER RECORDING NO. 20080204900003, RECORDS OF KING COUNTY, WA. 5. RECORD OF SURVEY RECORDED UNDER RECORDING NO. 20120215900003, RECORDS OF KING COUNTY, WA. BENCHMARK: 1. CITY OF RENTON CONTROL POINT NO. 1863, FOUND CONCRETE MONUMENT WITH 1/8" COPPER PIN, DOWN 1.2' IN MONUMENT CASE. INTERSECTION OF 116TH AVE SE AND SE 168TH ST. ELEVATION = 459.078 FEET. 2. CITY OF RENTON CONTROL POINT NO, 1640, FOUND CONCRETE MONUMENT WITH PUNCHED 3" BRASS DISK, STAMPED 'KING COUNTY SURVEY" ELEVATION = 466.086 FEET. NORTH GRAPHIC SCALE 0 15 30 60 1 INCH = 30 FT. VERTICAL DA TUM: NAVD 88 PER CITY OF RENTON VERTICAL CONTROL. BASIS OF BEARINGS.• N01 '47'O8 E BETWEEN MONUMENTS FOUND IN PLACE ALONG THE EAST LINE OF THE NE QTR, STR 29-23-05, COR PT NOS. 1863 AND 1640. 7 CITY COMMENTS JSM 4.12.19 SURVEYED: SCALE: 1988 D.R. STRONG SPF VERTICAL: NAVD 83/1 8 REVISED FRONTAGE GRADING PER GAS MAIN JSM 12.14.20 AS NOTED HORIZONTAL: NAD , sas/, ss, CONSULTING ENGINEERS DESIGNED: 9 REVISED FRONTAGE PER CITY COMMENTS JSM 1.15.21 ENGINEERS PLANNERS SURVEYORS 10 REVISED VAULT CONTROL STRUCTURE JSM 5.9.21 DRAWN: CWA ONE IN DATUM 620 - 71h AVENUE KIRKLAND, WA 98033 11 RECORD DRAWINGS JSM 6.25.21 CHECKED: AT FULL SCALE O 425.827 3063 F 425 827 2423 JSM IF NOT ONE INCH N 0. REVISION BY DATE AP P R APPROVED: ' SCALE ACCORDINGLY 1Y11'IA! =RENTON Planning/Building/Public Works Dept. AS -BUILT NO AS -BUILT INFORMATION ON THIS SHEET. "I CERTIFY THAT THE INFORMAT70N SHOWN HEREON WHICH WAS AS-BUIL T BY D.R. STRONG, AND MA Y INCLUDE LOCA TIONS, ELEVA TIONS, DEPTHS, PIPE SIZES, AND AS -BUILT COMMENTS, ACCURATELY REFLECTS EXISTING FIELD CONDITIONS AS DETERMINED BY ME OR UNDER MY DIRECT SUPERWS10N ON THIS DATE 051181202 1. " R-400603 IN COMPLIANCE WITH CITY OF RENTON STANDARDS 00 Ln M 0 C) i a J C) LO C) C) Cfl T W z O DATE: BETHANY CORNER 11.29.16 >- FIELDBOOK: z TOPOGRAPHY MAP PAGE: a DRAWING N0: 16433 & 16451 111 TH AVENUE SE C3 RENTON, WASHINGTON 98056 i SHEET: 3 OF: LU CoW DRS PROJECT NO. 16062 W z rr O U z a W m \■ m 0 0 0 N 0 O m Q 0 z 0 w m U_ 0 m C, Q z 0 N O 0 0 N Ld z J L, NE 1/4 SECTION 29, TOWNSHIP 23 N, RANGE 5 E, W.M. BE7MNYCORNER 10' TREE RETENTION p ^ ^ p EASEMENT (TYP.) Tl?,,1 li T p ^ 60.31 ' 50. 00' N88'05'55"W 270.31' 270.00'(P) SENSITIVE AREA - - 50. 00 , 50. 00' 409 S.F.----------------------- - - - - - - - ----60.00-- APPROXIMATE END r------7 �------ OF DRAINAGE CHANNEL 1 - - - - - - 15' BUFFER I I i i I I (TYP) 0 ETBACK i I� -640' FROM SETBACK (TYP.), I I I I I APPROXIMATE 8' PROPERTY 150' MINIMUM I I---5' SETBACK (TYI.) I I I 15' SETBACK WIDE TYPE NS LINE QS LOT WIDTH STREAM I I I I I I I I I 50' STREAM 5 I °'I 4 I �I I �I I I I I BUFFER 6,734 S.F. I °pI 5,948 S.F. i ZI 5,948 S.F. I 061 5,948 S.F. I �I , L=60.06' I I �I 7,119 S.F. / R=50.00' I I I I I I I I I I 20' SETBACK L--- (TYP.) I I J L------J LO' JOINT UTILITY OF HAMMER -HEAD EASEMENT L - - - - - - J L - - - - - J STA 22+45.37 (TYP.) J� a •- L_2 oa c 59.79' 0 S0.R�1h. uj 5 .00' 50.0 ' N 45 44' 23 00 F2] 22+00 53' ROW _ 290.37' 21+5'E 165TH ST CR_5 N88° 05. 4 "W - - - - CR- 4 CR-1 N ©o ^ 5 R=25.00' (TYP) W O^ O 50.00' M R=24.00' 36.07' 0 50. DO' 5 54' 40.8 Z L=11.99'- - -� R=24.00' -I SETBACK I II I II ,-_- --_-- - I 10JOINT UTILITY r - - ---------------- --_- -- I 11.00' 1100' EASEMENT -L=23.50------------ (TYP.) L11.0 I I I I I u-------------- I I 16'xl6' PRIVATE J010T N III I IItI o^ III I III II Nc�V III I I III I II NII I I II II N III------,------_-.__� ---_--------------- ACCESS EASEMENT I__i'-_- 6 ______ 6,447 S.F. v -----------��_5,889 S.F. 6,148 S.F. % _-DRAIN 6,148 S.F. F______-- ------------- ----------C III I,o ---------- IIo II II II II II I I II II----ri-------------- ------------------------- -- -------------- --------------u------------- I -iil II I I -------------- ------------ ------� L ---- - - - - - - - - I q------------ - I ------- ---------------- -- ----------------------------- - 54.27'--------J 50.00' 50.00' 5®1�'b5'31 "W 66.00' 270.27' 270.00(P) 10' TREE RETENTION 10' PRIVATE 10: 1 EASEMENT (TYP.) STORM DRAINAGE ROAD EASEMENT (TYP.) TA ER r� Call 2 Working Days Before You Dig 811 Utilities Underground Location Center (ID,MT,ND,OR,WA) C�/GJ/GC/G/ IDIRS-1 , D.R. STRONG CONSUL TING ENGINEERS ENGINEERS PLANNERS SURVEYORS 620 - 71h AVENUE KIRKLAND, WA 98033 O 425 827 3063 F 425 827 2423 I o N O 0. 0' rn U I(C! 0 rn W �n rn r� Io z I o i IQ 74 I� CR- 3 , �� I �._/ O 0 o T 60'E. R W 30' STA. 2Q+00.00 (SE 165TH ST) _ STA. 1 +45.27 (111 TH AVE SE) 20' REAR YARD SETBACK (TYP.) � I I 15' BUFFER SETBACK (TYP.), I � I I I I I � I I � I I � I I / I I / 5' SIDE YARD / SETBACK (TYP.,)- II / 20' FRONT YARD SETBACK i I L - (TYP.)- - - i L - - - NOTE: 15' SENSITIVE AREA BUFFER SETBACK TYPICAL BSBL COLLECTION MAILBOX UNIT SEE OE IL SHEET C10 FOUND CONCRETE MONUMENT WITH PUNCHED 3" BRASS DISK STAMPED "KING COUNTY SURVEY", DOWN 1.1' IN MONUMENT CASE. o COR PT NO. 1640 20 21 +9230. 0' I 28 0 U rn QD 0 I N 30' 30' 0 N W FOUND CONCRETE MONUMENT o WITH 1 /8" BRASS PIN, DOWN 1.2' IN MONUMENT CASE. COR PT NO. 1863 Z 28 O 7 CITY COMMENTS JSM 4.12.19 SURVEYED: SCALE: SPF VERTICAL: NAVD 1988 83/1 8 REVISED FRONTAGE GRADING PER GAS MAIN JSM 12.14.20HAPPR DESIGNED: AS NOTED HORIZONTAL: NAD 19ss, 9 REVISED FRONTAGE PER CITY COMMENTS JSM 1.15.21JSM 10 REVISED VAULT CONTROL STRUCTURE JSM 5.9.21DRAWN: CWA ONE INCH DATUM11 RECORD DRAWINGS JSM 6.25.21CHECKED:JSM AT FULL SCALE IF NOT ONE INCH N 0. REVISION BY DATEAPPROVED: ' SCALE ACCORDINGLY IIIII IA! VER T/CAL DA TUM: NAVD 88 PER CITY OF RENTON VERTICAL CONTROL. BENCHMARK: N 1. CITY OF RENTON CONTROL POINT NO. 1863, FOUND CONCRETE MONUMENT (V WITH 118" COPPER PIN, DOWN 1.2' IN MONUMENT CASE. INTERSECTION OF 116TH AVE SE AND SE 168TH ST. ELEVATION = 459.078 FEET. O 2. CITY OF RENTON CONTROL POINT NO, 1640, FOUND CONCRETE MONUMENT C) WITH PUNCHED 3" BRASS DISK, STAMPED 'KING COUNTY SURVEY" ELEVATION = 466.086 FEET. r BASIS OF BEARINGS: N01'47'08'E BETWEEN MONUMENTS FOUND IN PLACE ALONG THE EAST LINE OF THE NE QTR, SIR 29-23-05, COR PT NOS. 1863 AND 1640. DRI VEWA Y TABLE LOT NO. DRIVEWAY q STA. MAX. DRIVEWAY WIDTH 1 20+76.61, 13.00' RT 16' 2 21+04.61 13.00' RT 16' 3 21+76.61 13.00' RT 16' 4 22+04.61 13.00' RT 16' 5 22+54.61 13.00' RT 16' 6 22+45.37 16' 7 22+45.37 16' 8 21+59.37 13.00' LT 16' 9 21 +31.37 13.00' LT 16' TRACT A 9+ 12.93, 14.00' LT 12' 20+46.37, 10.18' LT 12' STATIONING AND OFFSET TO CENTER OF DRIVEWAY AT FACE OF CURB MONUMENT STATIONING SCHEDULE 20+00.00 (SE 165TH ST) = 10+45.27 (111TH AVE SE) 2❑ 22+45.37 (SE 165TH ST) MONUMENT CASE AND COVER DETAIL ON SHEET CIO. ADA RAMP TABLE RAMP NO. RAMP q� STA. 1 20+29, 57, 14. 91 ' R 2 20+29.32, 8.89' L 3 10+ 16.97, 15.89' L 4 10+ 73.84, 15.9 1' L 5 22+30.40, 23.89' L 6 22+60.34, 23.89' L (2)RAMP NO. STATIONING IS ALONG FLOWLINE OF CURB ADA RAMPS PER WSDOT STD. PLAN F-40.15-02 & F-45.10-01 SEE DETAIL, SHEET CIO R = 15.00' CR-1 A = 31 '47'18" L=8.32' R = 25.00' CR-2 A = 121 J2'47" L = 53.03' R = 25.00' CR-3 A = 90'14 3l " L = 39.38' R = 25.00' CR-4 d = 90'00'00" L = 39.27' R = 25.00' CR-5 d = 89 59'59" L = 39.27' MEASURED ALONG FLOWUNE OF CURB. SEE DETAIL, SHEET C10 AS -BUILT SHEET NORTH IC ER71FY/THAT LT THE INFORMA77ON/ SHOWN HEREON WHICH WAS GRAPHIC SCALE AS -BUILT BY D.R. STRONG, AND MAY INCLUDE LOCATIONS, ELEVATIONS, 0 15 30 60 DEPTHS, PIPE SIZES, AND AS -BUILT COMMENTS, ACCURATELY REFLECTS EXISTING FIELD CONDITIONS AS DETERMINED BY ME OR UNDER MY 1 INCH - 30 FT. DIRECT SUPERVISION ON THIS DATE 051181202 1." =� RENTON Planning/Building/Public Works Dept. R-400604 IN COMPLIANCE WITH CITY OF RENTON STANDARDS W z O DATE: BETHANY CORNER 11.29.16 >- FIELDBOOK: z PAGE: a HORIZONTAL & VERTICAL CONTROL PLAN DRAWING NO: T 16433 & 16451 111 TH AVENUE SE C4 RENTON, WASHINGTON 98056 SHEET: 4 OF: 1 9 r'W' W DRS PROJECT NO. 16062 w z rr O U z 17 w m L0 r� Call 2 Working Days Before You Dig 811 Utilities Underground Location Center (ID,MT,ND,OR,WA) C�/GJ/GC/G/ PER LANDSCAPE ARCHITECT (TYP) NE 1/4 SECTION 29, TOWNSHIP 23 N, RANGE 5 E, W.M. BETHANYCORAfER SEE RIGHT N d- n I� 4w-11 RW-10 4' OFFSI TE ASPHALT WALKWA Y (TYP) R -09 0 0 RW-08 POOR HEALTH TREES TO BE REMOVED (TYP) RW-07 LIMBS & BRANCHES OF RETAINED TREES EXTENDING -06 INTO PROPOSED OFFSITE WALKWAY SHALL BE TRIMMED AS REQUIRED UNDER THE RW-05 SUPERVISION OF PROJECT o ARBORIST (TYP) RW-04 RW-0 TREE PROTECTION FENCE EXISTING OFFSITE TREE R W- 0 TO BE RETAINED (TYP) W 1 i y TREE TABLE NOTES 1. DBH = DIAMETER BREAST HEIGHT IN INCHES 2. DL = DRIPLINE RADIUS IN FEET J. SEE ARBORIST REPORT, DATED DECEMBER 12, 2016, BY TREE HARMONY FOR INFORMATION ON DEAD, DISEASED, AND DANGEROUS TREES. ONSI TE TREE TABLE DRS PT# TREE # DBH SPECIES DL TREE HEALTH LOCATION STATUS 5120 1 32 WEEPING WILLOW 32 WEAK ROW REMOVE 5186 2 18 SCOTS PINE 18 FAIR ROW REMOVE 5187 3 16 SCOTS PINE 16 FAIR ROW REMOVE 5188 4 16 SCOTS PINE 16 FAIR ROW REMOVE 5189 5 10.5 SCOTS PINE 10.5 WEAK ROW REMOVE 5190 6 10.5 DOUGLAS FIR 10.5 DEAD LOTS REMOVE 5154 7 12.5 DOUGLAS FIR 12.5 DEAD LOTS REMOVE 5155 8 19 ASH 19 POOR L O TS REMO VE 5156 9 15 DOUGLAS FIR 15 FAIR LOTS REMOVE 5157 10 14 DOUGLAS FIR 14 FAIR LOTS REMOVE 5158 11 12.5 DOUGLAS FIR 12.5 FAIR LOTS REMOVE 5277 22 17.5 WEEPING WILLOW 17.5 GOOD LOTS REMOVE 5279 25 13.5 WESTERN RED CEDAR 13.5 POOR WL BUFF RETAIN 5280 26 11.5, 14 WESTERN RED CEDAR 14 POOR WL BUFF RETAIN 5281 27 12, 14 WESTERN RED CEDAR 14 WEAK WL BUFF RETAIN 5282 28 15 WESTERN RED CEDAR 15 WEAK LOTS REMOVE 5283 29 18 WESTERN RED CEDAR 18 WEAK LOTS REMOVE - 31 12 COTTONWOOD 12 FAIR ROW REMOVE - 32 12.5 COTTONWOOD 12.5 FAIR ROW REMOVE - 33 22.5 COTTONWOOD 22.5 FAIR ROW REMOVE - 34 10, 14 COTTONWOOD 14 WEAK LOTS REMOVE 5581 35 13 COTTONWOOD 13 FAIR LOTS REMOVE - 36 10 BIGLEAF MAPLE 10 FAIR LOTS REMOVE SEE LEFT OFFSITE TREE TABLE DRS PT# TREE # DBH SPECIES DL TREE HEALTH - 12 3, 6 BIGLEAF MAPLE 6 GOOD - I3 10 WHITE ASH 10 FAIR - 14 20 EXCELSA CEDAR 20 GOOD - 15 24, 26 RED WOOD 26 1 GOOD 5274 16 5.5, 8.5 WHITE ASH 8.5 FAIR - 17 28 RED WOOD 28 GOOD 5275 18 5, 10 WHITE ASH 10 FAIR - 19 27 REDWOOD 27 GOOD 5276 20 13 WHITE ASH 13 FAIR 5278 21 6.5,10.5 WHITE ASH 10.5 FAIR - 23 25 COTTONWOOD 25 POOR - 24 13, 15 RED ALDER 15 POOR - 30 16 COTTONWOOD 16 FAIR - 37 1 <6 COTTONWOOD 6 FAIR 5879 RW-01 32 WESTERN RED CEDAR 32 FAIR 5878 RW-02 21 GRAND FIR 21 FAIR 5877 RW-03 15 DOUGLAS FIR 15 FAIR 5876 RW-04 12 SPRUCE 12 FAIR 5875 RW-05 20 INCENSE CEDAR 20 FAIR 5874 RW-06 25 SPRUCE 25 FAIR 5738-5749 RW-07 5-10 11 x B/RCHS 10 POOR 5732 RW-08 12 CHERRY 12 POOR 5731 RW-09 14 DOUGLAS FIR 14 GOOD 5839 RW-08 18 SI TKA SPRUCE 18 GOOD 5838 1 RW-091 11 1 SITKA SPRUCE 11 FAIR 7 CITY COMMENTS JSM 4.12.19 SURVEYED: SCALE: D.R. STRONG SPF VERTICAL: NAVD 1 8 REVISED FRONTAGE GRADING PER GAS MAIN JSM 12.14.20 AS NOTED HORIZONTAL: NAD 1983 /, ss, CONSULTING ENGINEERS DESIGNED: 9 REVISED FRONTAGE PER CITY COMMENTS JSM 1.15.21 ENGINEERS PLANNERS SURVEYORS 10 REVISED VAULT CONTROL STRUCTURE JSM 5.9.21 DRAWN: CWA ONE INCH DATUM - 7th AVENUE KIRKLAND, WA 98033 11 RECORD DRAWINGS JSM 6.25.21 CHECKED: AT FULL SCALE O 425 827 3063 F 425 827 2423 JSM IF NOT ONE INCH N 0. REVISION BY I DATE AP P R APPROVED: SCALE ACCORDINGLY 1�1AJ NORTH GRAPHIC SCALE 0 15 30 60 1 INCH = 30 FT. C TY OF =RENTON Planning/Building/Public Works Dept. TREE RETENTION CALCULATIONS TOTAL TREES ON SITE: 23 DEAD, DISEASED OR DANGEROUS TREES: 3 TREES IN RIGHT - OF- WAY.• 8 TREES IN PRIVATE ACCESS EASEMENTS/TRACTS: 0 TREES IN CRITICAL AREAS AND BUFFERS: 3 NET TREES: 9 TREES TO BE RETAINED, REQUIRED: (9 X 0.3) = 3 TREES TO BE RETAINED, PROPOSED: 1 REQUIRED MINIMUM REPLACEMENT INCHES: 24" REPLACEMENT TREES WILL CONSIST OF MINIMUM 2" CALIPER TREES. SEE LANDSCAPE PLANS FOR MORE DETAILS. TREE LEGEND DEAD, DISEASED OR DANGEROUS TREES (PER ARBORIST REPORT) TREES TO BE REMOVED NOTE: TREES REMOVED IN WETLAND AND WETLAND BUFFER AREA TO REMAIN WITHIN THE WETLAND AS SNAGS. LOCATIONS PER MITIGATION PLAN -' ' • TREES TO BE SAVED AND COUNTED % TOWARDS TREE RETENTION REQUIREMENT 00 OFFS/ TE TREES VER T/CAL DA TUM: NAVD 88 PER CITY OF RENTON VERTICAL CONTROL. BENCHMARK: 1. CITY OF RENTON CONTROL POINT NO. 1863, FOUND CONCRETE MONUMENT WITH 1/8" COPPER PIN, DOWN 1.2' IN MONUMENT CASE. INTERSECTION OF 116TH AVE SE AND SE 168TH ST. ELEVATION = 459.078 FEET. 2. CITY OF RENTON CONTROL POINT NO. 1640, FOUND CONCRETE MONUMENT WITH PUNCHED 3" BRASS DISK, STAMPED 'KING COUNTY SURVEY" ELEVATION = 466.086 FEET. BASIS OF BEARINGS: N01 "47'08'E BETWEEN MONUMENTS FOUND IN PLACE ALONG THE EAST LINE OF THE NE OTT, STR 29-23-05, COR PT NOS. 1863 AND 1640. AS -BUILT NO AS —BUILT INFORMATION ON THIS SHEET. "I CER71FY THAT THE INFORMA770N SHOWN HEREON WHICH WAS AS—BUIL T BY D.R. STRONG, AND MA Y INCLUDE LOCA TIONS, ELEVA TIONS, DEPTHS, PIPE SIZES, AND AS —BUILT COMMENTS, ACCURATELY REFLECTS EXISTING FIELD CONDITIONS AS DETERMINED BY ME OR UNDER MY DIRECT SUPERVISION ON 77-IIS DATE 051181202 1. " R-400605 IN COMPLIANCE WITH CITY OF RENTON STANDARDS N N co C) C) T 00 Ln M 0 0 C) i T a J LO 0 C) T w z O DATE: BETHANY CORNER 11.29.16 >- FIELDBOOK: z PAGE: a TREE RETENTION PLAN AND TABLE DRAWING NO: T 16433 & 16451 111 TH AVENUE SE C5 RENTON, WASHINGTON 98056 i SHEET: 5 OF: 19LU CoW DRS PROJECT NO. 16062 LU z rr O U z 17 LU m D3 0 0 0 N 0 0 U W 0 0 ml Q 0 z 0 w ct U_ 0 m I Q z 0 N 0 0 0 N Ld z J L, EXISTING OFFSITE TREE \ TO BE RETAINED 21 20 -42 T420.=6* 50426- NE 114 SECTION 29, TOWNSHIP 23 N, RANGE 5 E, W.M. BETHAN Y CORNER CONSTRUCTION SEQUENCE: SEE RIGHT 1. PRE -CONSTRUCTION MEETING. 2. POST SIGN WITH NAME AND PHONE NUMBER OF ESC SUPERVISOR (MAY BE CONSOLIDATED WITH THE REQUIRED NOTICE OF CONSTRUCTION SIGN). COORDINATE WITH NEIGHBORING PROPERTY OWNER THE REMOVAL AND REINSTALLATION OF ENCROACHING FENCES. (TYP) COORDINATE WITH PSE ON REMOVAL OF EXISTING POWER LINES I I I 1 1 ----- 1 J. 4. 5. 6. 7. FLAG OR FENCE CLEARING LIMITS AND PROVIDE TREE PROTECTION. INSTALL CATCH BASIN PROTECTION IF REQUIRED. GRADE AND INSTALL CONSTRUCTION ENTRANCE(S). CONSTRUCT OUTFALL CONVEYANCE SYSTEM FROM CB 22 TO EXISTING CB. INSTALL PER/METER PROTECTION (SILT FENCE, BRUSH BARRIER, ETC.). _ 8. CONSTRUCT SEDIMENT TRAPS. 8 I 9. GRADE AND STABILIZE CONSTRUCTION ROADS. �$188' '55"W 270.31' 27000'(P) L - FRONTAGE fTINWA 10. CONSTRUCT SURFACE WATER CONTROLS (INTERCEPTOR DIKES, PIPE SLOPE _ - DRAINS, ETC.) SIMULTANEOUSLY WITH CLEARING AND GRADING FOR PROJECT 4 DEVELOPMENT. -2- `{ �- S= 4.0- SER VICE E PER 117. MAINTAIN EROSION CONTROLMEASURES IN ACCORDANCE WITH APPENDIX D I " I SCWSD OF THE SURFACE WATER DESIGN MANUAL AND MANUFACTURER'S l = 420.9 /E= 2.0 /E= 425.0 I I ,STANDARDS RECOMMENDATIONS. 11 o I EXISTI MAILBOXES 12. RELOCATE EROSION CONTROL MEASURES OR INSTALL NEW MEASURES SO TO REL CA TE THAT AS SITE CONDITIONS CHANGE THE EROSION AND SEDIMENT CONTROL IS ALWAYS IN ACCORDANCE WITH THE CI TY S EROSION AND SEDIMENT 10 1 CONTROL STANDARDS. I CONSTRUCTION l I j I I 13. COVER ALL AREAS THAT WILL BE UNWORKED FOR MORE THAN SEVEN DAYS STAGING AREA: ALL DURING THE DRY SEASON OR TWO DAYS DURING THE WET SEASON WITH CONSTRUCTION I STRAW, WOOD FIBER MULCH, COMPOST, PLASTIC SHEETING OR EQUIVALENT. MA TER/ALS AND I 14. STABILIZE ALL AREAS THAT REACH FINAL GRADE WITHIN SEVEN DAYS. LIQUIDS TO BE STORED HERE (IN I X9 - - -_ - 15. SEED OR SOD ANY AREAS TO REMAIN UNWORKED FOR MORE THAN 30 TRAILERS) AND ONLY J DAYS. HERE AT ALL TIMES.5e AREA SHALL BE I 8 I 1 I I 16. UPON COMPLETION OF THE PROJECT, ALL DISTURBED AREAS MUST BE STABILIZED AND BMPS REMOVED IF APPROPRIATE. LINED WITH PLASTIC AND RIP RAP PRIOR I OVERED 1 TO ANY ACTIVITY. x I S OCKPILE / I IE=420.0 /E=421.0------- 7 1\ I / A10. .54/064 9 -- _- / v 6 -- C / N fig 5 4 - � NC 425 `p 26 � / I ��� i o � . - SE ,165TH ST - I 4' H WF oA oA�/ 0 0 00 c� 1E=419.7 2 � 5 /- 7 lE 17 / � r 8 I .I I • TO BE REMOVED COORDINA TE WITH PSE ON REMOVAL OF EXISTING 1 POWER LINES � I u FOUND 4"X4" CONCRETE MONUMENT WITH LEAD SE 164TH ST AND TACK, DOWN 0.5' _ IN MONUMENT CASE. I liki 3 0 0 0 opo vl / N -l1 IW _ I � O) APPROX. TREE LOCATION PER ARBORIST REP ORT Cx = 1 z TEMPORARY SEDIMENT TRAP �• 60 x31 ' @ TOP OF WEIR o EL. 418.00 BOTTOM EL. 414.50 I N SEE SIZING CALCULATIONS ON THIS SHEET I I � it i I I I I I I I I it I I I APPROX. TREE LOCATION I I I I PER ARBORIST REPORT r� Call 2 Working Days Before You Dig 811 Utilities Underground Location Center (ID,MT,ND,OR,WA) C�/GJ/GC/G/ o Z. <<. RW-10. ... ....._ .. S=.1009 • ... I EXISTING IAILBOXES E- I I " - TO REL OCI TE 414.-- / 1 IE= 420. 0 /E- 4 1.0 01 I _ : 5 -- I r 1 TO BE RE 40 VED DC I __ I I EXISTING WATER SERVICE 1 STOq -k- ; I II TO BE A ANDONED PER R _ 9 1 I SCWSD S• ANDARDS - -- --- --- - I i I I EXISTING MAILBOX PS I - ---- �- --- - L I TO REL 0 A TE EXISTING MAILBOX PUMP DISCHARGE FRO TRAP TO I _ __ 71 TO REL ATE CB 3,• PUMP SIZING T BE DETERMINED _ _ _ _ _ _ _ DURING CONSTRUCTIO BASED UPON I _ _ _ _ _ TIME OF YEAR AND EX ECTED RUNOFF, I I PROTECTED DURINGPUMP DISCHARGE L/C NSTRUCTION I - ___ - I I I 1E=414.5 I , --- --- --- _ I I IE= 419. 5 /E= 420. 0 /E 420 A -- - - IE=-421.5 I I 11 - 7 ___ ____________ _ ° " CONC PIPE S=0.501 S=0.501' I ,-------1 ALONG PROJECT FRONTAGE TO BE CUT & CAPPED PER --------- --- - CITY STANDARDS. - - - 4 CONSTRUCT PROPOSED N88-0505'31"W 270.27' 270.00(P) I CONVEYANCE SYSTEM PER _ STORM PLAN BEFORE LREMOVING EXISTING STORM ALONG THE FRONA TGE ^1 . I 1 J c� 12"CONC=419.09' v I I I D.R. STRONG 7 CITY COMMENTS CONSUL TING ENGINEERS 8 REVISED FRONTAGE GRADING PER GAS MAIN 9 REVISED FRONTAGE PER CITY COMMENTS ENGINEERS PLANNERS SURVEYORS 10 REVISED VAULT CONTROL STRUCTURE 620 - 71h AVENUE KIRKLAND, WA 98033 11 RECORD DRAWINGS O 425.827 3063 F 425 827 2423 N0. REVISION I col 12" 'RETE CUL VERT I JSM 4.12.19 SURVEYED: SPF JSM 12.14.20 DESIGNED: JSM JSM 1.15.21 JSM 5.9.21 DRAWN: CWA JSM 6.25.21 CHECKED:JSM BY DATE APPR APPROVE 1v I IUj I I W Q I Z . RW-08 J � POOR HEAL TH TREES TO BE REMOVED (TYP) RW-07 I I I IJ U ill LIMBS & BRANCHES OF RETAINED TREES EXTENDING -06 INTO PROPOSED OFFSITE WALKWAY SHALL BE TRIMMED AS REQUIRED UNDER THE R W- 05 SUPERVISION OF PROJECT ARBORIST (TYP) RW-04 I TREE PROTECTION FENCE RW-0 EXISTING OFFSITE TREE RW-02 TO BE RETAINED (TYP) I I I W 1 I I I II r-0P SCALE: AS NOTED ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/1991 DATUM SEE LEFT NORTH GRAPHIC SCALE 0 15 30 60 1 INCH = 30 FT. =� RENTON Planning/Building/Public Works Dept. TESC LEGEND CONSTRUCTION LIMITS REINFORCED SILT FENCE 0 0 0 O O O STABILIZED CONSTRUCTION ENTRANCE DC DUST CONTROL MU MULCHING, MATTING, & COMPOST BLANKETS O INLET PROTECTION PS PERMANENT SEEDING AND PLANTING SS STREET SWEEPING & VACUUMING INTERCEPTOR SCALE WITH ROCK CHECK DAM EVERY 50' 12" TEMPORARY CULVERT -0 0 0 0 TREE PROTECTION FENCE OREMOVE EXISTING STRUCTURE OREMOVE EXISTING UTILITY ELEMENT O CONTRACTOR TO LIMIT FOOT TRAFFIC WITHIN WETLAND BOUNDARIES DURING CULVERT CONSTRUCTION TREE TO BE REMOVED 1 `0 TREE TO BE RETAINED NO TES: 1. ADDITIONAL EROSION CONTROL MEASURES MAY BE REQUIRED AS DEEMED NECESSARY BY COR INSPECTOR. 2. ALL ONSITE EXISTING IMPROVEMENTS TO BE REMOVED. 3. BAKER TANKS (AS NECESSARY) WILL BE UTILIZED. 4. MEASURES WILL BE PROVIDED TO ENSURE THAT NO RUNOFF FROM THE SITE SHALL GO TO ADJACENT PROPERTIES EITHER DURING OR AFTER CONSTRUCTION. 5. SILT FENCE WILL BE PROVIDED AT ALL DOWN SLOPES. VER T/CAL DA TUM: NA VD 88 PER CITY OF RENTON VERTICAL CONTROL. BENCHMARK: 1. CITY OF RENTON CONTROL POINT NO. 1863, FOUND CONCRETE MONUMENT WITH 1/8" COPPER PIN, DOWN 1.2' IN MONUMENT CASE. INTERSECTION OF 116TH AVE SE AND SE 168TH ST. ELEVATION = 459.078 FEET. 2. CITY OF RENTON CONTROL POINT NO. 1640, FOUND CONCRETE MONUMENT WITH PUNCHED 3" BRASS DISK, STAMPED 'KING COUNTY SURVEY" ELEVATION = 466.086 FEET. BASIS OF BEARINGS.• N01'47'08'E BETWEEN MONUMENTS FOUND IN PLACE ALONG THE EAST LINE OF THE NE QTR, SIR 29-23-05, COR PT NOS. 1863 AND 1640. SEDIMENT TRAP SIZING SUMMARY THE SEDIMENT TRAP WAS SIZED USING THE REQUIREMENTS STATED IN APPENDIX D' OF THE 2009 KCSWDM SECTION D.3.5.1 WHICH REQUIRES 2080 S.F. OF SURFACE AREA PER CFS OF INFLOW WHICH WAS CALCULATED USING KCRTS (15 MIN TIME STEPS) TO ANALYZE THE DEVELOPED SITE CONDITIONS. TRAP (CATCHMENT AREA: 1.85 AC.) 2-YEAR PEAK FLOW RATE....................0.58 CFS REQUIRED SURFACE AREA ..................... 1,159 S.F. PROVIDED SURFACE AREA.....................2,650 S.F. GENERAL NO TES: 1. ALL EXISTING STRUCTURES TO BE REMOVED. 2. A DEMOLITION PERMIT SHALL BE OBTAINED FOR ALL EXISTING STRUCTURES AND ALL REQUIRED INSPECTIONS COMPLETED PRIOR TO ISSUANCE OF THE CONSTRUCTION PERMIT. 3. LOTS 6 AND 7 SHALL ACCESS FROM A JOINT USE DRIVEWAY. NO ADDITIONAL CURB CUTS SHALL BE PERMITTED ON ROAD A. AS -BUILT NO AS -BUILT INFORMATION ON THIS SHEET. "I CERTIFY THAT THE INFORMATION SHOWN HEREON WHICH WAS AS -BOIL T BY D.R. STRONG, AND MA Y INCLUDE LOCA 77ONS, ELEVA TIONS, DEP7HS, PIPE SIZES, AND AS -BUILT COMMENTS, ACCURA EL Y REFLECTS EXISTING FIELD COND177ONS AS DETERMINED BY ME OR UNDER MY DIRECT SUPERVISION ON THIS DATE 051181202 1. " R-400606 IN COMPLIANCE WITH CITY OF RENTON STANDARDS N co C) T 00 Ln C) C) i a J C) LO C) C) LU z O DATE: BETHANY CORNER 11.29.16 >- FIELDBOOK: z PAGE: CLEARING AND TESC PLAN DRAWING N0: T 16433 & 16451 111 TH AVENUE SE C6 RENTON, WASHINGTON 98056 SHEET: 6 OF: 1LU W DRS PROJECT NO. 16062 NE 114 SECTION 29, TOWNSHIP 23 N, RANGE 5 E, W.M. Ir W z rr 0 U z a 2 I- /W W I g9 E JOINTS IN FILTER FABRIC SHALL BE SPLICED AT POSTS. USE STAPLES, WIRE RINGS, OR EQUIVALENT TO ATTACH FABRIC TO POaTS. u POST SPACING MAY BE INCREASED TO S' IF WIRE BACKING IS USED 2W BY 14 G. WIRE OR EQUIVALENT, IF STANDARD STRENGTH FABRIC USED FILTER FABRIC MINIMUM 4k4' TRENCH BACKFILL TRENCH WITH NATIVE SOIL 2-xC WOOD POSTS, STEEL FENCE / POSTS, REBAR, OR EQUIVALENT 5 IS 1. CONDITION OF USE 1.1. SLT 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 FLO% 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. 3D-1011SIEVESI1EI=0.15MM) FORSILTRLM AOS(ASTMD4751) 5PIODSIEVESI. 03PQ. 'DROTHER FABRICS WATER PERMITnVfrY ASTM DOI 0.02SEC1IMINIMUM Las. MIN. FOR EXTRASTREN94 FABRIC GRAB TENSILE STRENCHT(ASTM D4632) 100 LBS. MN. FOR STANDARD STRENGHT FABRIC GRAB TENSILE ELONGATION ASTM D4632 3D%MAX, ULTRAVIOLATE RESISTANCE ASTM D4 70MMTN. 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 2HAV 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 FEh IS WELL BURIED AND SECURE IN A TRENCH THAT STABILIZES THE FENCE AND DOES NOT ALLOW WATER TO BYPASS OR UNDERMINE THE Sit 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 PO 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 ANE THEN CAUSING CHANNEUZATION OF FLOWS PARALLEL TO THE FENCE. IF THIS OCCURS, REPLACE THE FENCE OR REMOVED THE TRAP SEDIMENT. 3A SEDIMENT MOST BE REMOVED WHEN SEDIMENT IS 61NCHES HIGH. 3.5. IF THE FILTER FABRIC (GEOTEXTILE) HAS DETERIORATED DUE TO ULTRAVIOLET BREAKDOWN, IT SHALL BE REPLACED. R=25'MIN. DRIVEWAYS SHALL BE PAVED TO THE EDGE OF R-O-W PRIOR TO INSTALLATION OF THE CONSTRUCTION ENTRANCE TO AVOID / DAMAGING OF THE ROADWAY IT IS RECOMMENDED THAT THE \ ENTRANCE BE CROWNED SO THAT RUNOFF DRAINS OFF THE PAD 2 INSTALL DRIVEWAY CULVERT IF THERE ISA ROADSIDE DITCH PRESENT, AS PER CITY ROAD STANDARDS 4'-8' QUARRY SPALLS GEOTEXTILE �5 tA� 12'MIN. THICKNESS PRO VIDEFULLWIDTHOF NOTES INGRESS/EGRESS AREA 1. CONDITION OF USE 1.1. CONSTRUCTION ENTRANCE SHALL BE STABILIZED WHEREVER TRAFFIC WILL BE LEAVING A CONSTRUCTION SITE AND TRAVELING PAVED ROADS OR OTHER PAVED AREAS WITHIN 1,000 FEET OF THE SITE. GRAB TENSILESTREBNGTH ASfMD4751 200 PSI MIN. GRAB TENSILEELONGATION ASTM D4632 30%MAX. MUILEN BURSTSTRENGTH ASTM D3786-SOA 1400 PSI MN. AOS ASTM fD4751 2045 U.S. STAN DARD SI EVE SIZE) 2. DESIGN AND INSTALLATION SPECIFICATIONS 2.1. HOG FUEL (WOOD BASED MULCH) MAY BE SUBSTITUTED FOR OR COMBINED WITH QUARRY SPALLS IN ARES THAT WILL BOT BE US FOR PERMANENT ROADS. HOG FUEL IS NOT RECOMMENDED FOR ENTRANCE STABILIZATION IN URBAN AREAS. THE INSPECTOR W AT ANYTIME REQUIRE THE USE OF QUARRY SPALLS IF THE HOG FUEL IS NOT PREVENTING SEDIMENT FROM BEING TRACKED ON' PAVEMENT OR IF THE HOG FUEL IS BEING CARRIED ONTO PAVEMENT. 2.2. FENCING SHALL BE INSTALLED AS NECESSARY TO RESTRICT TRAFFIC TO THE CONSTRUCTION ENTRANCE. 2.3. WHENEVER POSSIBLE, THE ENTRANCE SHALL BE CONSTRUCTED ON A FIRM, COMPACTED SUBGRADE. THIS CAN SUBSTANTIALLY INCREASE THE EFFECTIVENESS OF THE PAD AND REDUCE THE NEED FOR MAINTENANCE. 3. MAINTENANCE STANDARDS 3.1. QUARRY SPALLS SHALL BE ADDED IF THE PAD IS NO LONGER IN ACCORDANCE WITH THE SPECIFICATIONS. 3.2. IF THE ENTRANCE IS NOT PREVENTING SEDIMENT BEING TRACKED ONTO PAVEMENT, THEN ALTERNATIVE MEASURES TO KEEP THI 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 SWEEPING SHALL BE REMOVED OR STABILIZED ON SITE. THE PAVEMENT SHALL NOT BE CLEANED BY WASHING DOWN THE STREE EXCEPT WHEN SWEEPING IS INEFFECTIVE AND THERE IS A THREAT TO PUBLIC SAFETY. IF IT NECESSARY TO WASH THE STREETS, SMALL SUMP MUST BE CONDUCTED. THE SEDIMENT WOULD THEN BE WASHED INTO THE SUMP WHERE IT CAN BE CONTROLLED At DISCHARGED APPROPRIATELY. 3.4. ANY QUARRY SPALLS THAT ARE LOOSENED FROM THE PAD AND END UP ON THE ROADWAY SHALL BE REMOVED IMMEDIATELY. 3.5. IF VEHICLES ARE ENTERING OR EXITING THE SITES AT POINTS OTHER THAN THE CONSTRUCTION ENTRANCE(S), FENCING SHALL B INSTALLED TO CONTROL TRAFFIC. BETHANY CORNER DRAINAGE GRATE I 9 GRATE FRAME I o� SEDIMENTAND DEBRIS r •, D FILTERED WATER 0 0 SECTION VIEW DRAINAGE GRATE RECTANGULAR GRATE SHOWN BELOW INLET GRATE DEVICE TRIM OVERFLOW BYPASS BELOW INLET GRATE DEVICE RETRIEVAL SYSTEM (TIP.) OVERFLOW BYPASS (11 ISOMETRIC VIEW NOTES 1. Size the Below Inlet Grate Device (BIGD) for the storm water structure R Will service. 2. The BIGD shall have a built -In hlgMflow relief system (overflow bypass). 3. The retrieval system must allow removal of the BIGD without Spilling the collected material. 4. Perform maintenance In accordance with Standard Specification 8-01.3(15). 2:1 MAX. SLOPE 2' MIN. SWALE SPACING DEPENDS ON SLOPE GRADIENT NOTES 1. CONDITION OF USE 1.1. REQUIRED AT: 1.1.1. THE TOP OF ALL SLOPES IN EXCESS OF 3H:1 V AND WITH MORE THAN 20 FEET OF VERTICAL RELIEF. 1.1.2. AT INTERVALS ON ANY SLOPES THAT EXCEEDS THE DIMENSIONS SPECIFIED BELLOW. AVERAGE SLOPE SLOPE PERCENT FLOWPATH LENGTH 20HAV 3-5*A 300 FEET 10TO20 HAV S10'A 200FEET 4TO 30 H:1V 10.25% 100 FEET 2 TO 4 HAV 25-50% 50 FEET 2. DESIGN AND INSTALLATION SPECIFICATIONS 2.1. FOR SLOPES STEEPER THAN 2H:1 V WITH MORE THAN 10 FEET OF VERTICAL RELIEF, BENCHES MAYBE CONSTRUCTED OR CLOSER SPACED INTERCEPTOR SWALES MAYBE 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. 2:1 SLOPES 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. +®o STD. PLAN - 214.00 T o STD. PLAN - 215.10 o STD. PLAN - 216.30 STD. PLAN - 217.10 PUBLIC WORKS SILT FENCE 0 � ® PUBLIC WORKS STABILIZED PUBLIC WORKS CATCH BASIN FILTER ® PUBLIC WORKS INTERCEPTOR SWALE . PUBLIC WORKS CHECK DAMS SPACING AND DEPARTMENT ` ` F MARCH 2O08 MARCH 2O08 MARCH 2O08 MARCH 2O08 DEPARTMENT CONSTRUCTION ENTRANCE DEPARTMENT DEPARTMENT DEPARTMENT CROSS SECTIONS F 5. Remove filters after homes are constructed. 4' MIN 1' OVERFLOW DEPTH V DEPTTH 2'• 4' ROCK OUTFLOW CHANNEL IF CONSTRUCTED BY 3 - a EXCAVATION. 2' SETTLING DEPTH 1 -.: ?:: r<i ?,1 1 SIMAX 1.6' SEDIMENT STORAGE J \\ / .al® FILTER FABRIC FENCING 1' DEPTH 314' -1-Irr WASHED GRAVEL CROSS SECTION NITS NOTE: MAY BE CONSTRUCTED BY EXCAVATION OR BY BUILDING A BERM o STD. PLAN - 211.00 + PUBLIC WORKS SEDIMENT TRAP DEPARTMENT g MARCH 2O08 r� Call 2 Working Days Before You Dig 811 Utilities Underground Location Center (ID,IVIT,ND,OR,WA) C�/GJ/GC/G/ EROSION CONTROL NOTES & SPECIF/CA TONS 1. THESE NOTES SHALL APPEAR FOR ALL PROJECTS - SITE IMPROVEMENTS, SURFACE WATER UTILITY, WASTEWATER UTILITY, WATER UTILITY, AND TRANSPORTATION PLANS: 2. BEFORE ANY CONSTRUCTION OR DEVELOPMENT ACTIVITY OCCURS, A PRE -CONSTRUCTION MEETING MUST BE HELD BETWEEN THE CITY OF RENTON DEVELOPMENT ENGINEERING SECTION AND THE APPLICANT. THIS MEETING MAY INCLUDE ADDITIONAL CITY OF RENTON REPRESENTATIVES AS DETERMINED BY THE CITY OF RENTON DEVELOPMENT ENGINEERING SECTION. 3. THE BOUNDARIES OF THE CLEARING LIMITS AND AREAS OF VEGETATION PRESERVATION AS PRESCRIBED ON THE PLAN(S) SHALL BE CLEARLY FLAGGED BY SURVEY TAPE OR FENCING IN THE FIELD PRIOR TO CONSTRUCTION IN ACCORDANCE WITH APPENDIX D OF THE SURFACE WATER DESIGN MANUAL AND OBSERVED DURING CONSTRUCTION. DURING THE CONSTRUCTION PERIOD, NO DISTURBANCE BEYOND THE CLEARING LIMITS SHALL BE PERMITTED. THE CLEARING LIMITS SHALL BE MAINTAINED BY THE APPLICANT/ESC SUPERVISOR FOR THE DURATION OF CONSTRUCTION. 4. STABILIZED CONSTRUCTION ENTRANCES SHALL BE INSTALLED AT THE BEGINNING OF CONSTRUCTION AND MAINTAINED FOR THE DURATION OF THE PROJECT. ADDITIONAL MEASURES, SUCH ASCONSTRUCTED WHEEL WASH SYSTEMS OR WASH PADS, MAY BE REQUIRED TO ENSURE THAT ALL PAVED AREAS ARE KEPT CLEAN AND TRACK OUT TO ROAD RIGHT OF WAY DOES NOT OCCUR FOR THE DURATION OF THE PROJECT. 5. ALL REQUIRED SEDIMENTATION/EROSION CONTROL FACILITIES MUST BE CONSTRUCTED AND IN OPERATION PRIOR TO LAND CLEARING AND/OR CONSTRUCTION TO PREVENT TRANSPORTATION OF SEDIMENT TO SURFACE WATER, DRAINAGE SYSTEMS AND ADJACENT PROPERTIES. ALL EROSION AND SEDIMENT FACILITIES SHALL BE MAINTAINED IN A SATISFACTORY CONDITION UNTIL SUCH TIME THAT CLEARING AND/OR CONSTRUCTION IS COMPLETE AND POTENTIAL FOR ON -SITE EROSION HAS PASSED. THE IMPLEMENTATION, MAINTENANCE, REPLACEMENT AND ADDITIONS TO EROSION/SEDIMENTATION CONTROL SYSTEMS SHALL BE THE RESPONSIBILITY OF THE PERMIT££E, TESC SYSTEMS MUST BE REMOVED AFTER CONSTRUCTION ACTIVITY IS COMPLETE. 6. THE EROSION AND SEDIMENTATION CONTROL SYSTEMS DEPICTED ON THIS DRAWING ARE INTENDED TO BE MINIMUM REQUIREMENTS TO MEET ANTICIPATED SITE CONDITIONS A CONSTRUCTION PROGRESSES AND UNEXPECTED OR SEASONAL CONDITIONS DICTATE, THE PERMI TEE SHALL ANTICIPATE THAT MORE EROSION AND SEDIMENTATION CONTROL FACILITIES WILL BE NECESSARY TO ENSURE COMPLETE SILTATION CONTROL ON THE PROPOSED SITE. DURING THE COURSE OF CONSTRUCTION, IT SHALL BE THE OBLIGATION AND RESPONSIBILITY OF THE PERMI TEE TO ADDRESS ANY NEW CONDITIONS THAT MAY BE CREATED BY THE ACTIVITIES AND TO PROVIDE ADDITIONAL FACILITIES, OVER AND ABOVE MINIMUM REQUIREMENTS, AS MAY BE NEEDED, TO PROTECT ADJACENT PROPERTIES AND WATER QUALITY OF THE RECEIVING DRAINAGE SYSTEM. 7. APPROVAL OF THIS PLAN IS FOR EROSION/SEDIMENTATION CONTROL ONLY. IT DOES NOT CONSTITUTE AN APPROVAL OF STORM DRAINAGE DESIGN, SIZE NOR LOCATION OF PIPES, RESTRICTORS, CHANNELS, OR RETENTION FACILITIES. 8. ANY AREAS OF EXPOSED SOILS, INCLUDING ROADWAY EMBANKMENTS, THAT WILL NOT BE DISTURBED FOR TWO DAYS DURING THE WET SEASON (OCTOBER lsr TROUGH MARCH 30m) OR SEVEN DAYS DURING THE DRY SEASON (APRIL 1ST TOUGH SEPTEMBER 30) SHALL BE IMMEDIATELY STABILIZED WITH THE APPROVED ESC COVER METHODS (E.G., SEEDING, MULCHING, PLASTIC COVERING, ETC.). 9. WET SEASON SEASONAL EROSION AND SEDIMENT CONTROL REQUIREMENTS APPLY TO ALL CONSTRUCTION SITES CLEARING BETWEEN OCTOBER 1 AND MARCH 30 INCLUSIVE, UNLESS OTHERWISE APPROVED BY THE CITY THROUGH AN ADJUSTMENT PROCESS. 10. COVER MEASURES WILL BE APPLIED IN CONFORMANCE WITH APPENDIX D OF THE SURFACE WATER DESIGN MANUAL. 11. ANY AREA NEEDING ESC MEASURES, NOT REQUIRING IMMEDIATE ATTENTION, SHALL BE ADDRESSED WITHIN SEVEN (7) DAYS. 12. THE ESC FACILITIES ON INACTIVE SITES SHALL BE INSPECTED AND MAINTAINED A MINIMUM OF ONCE A MONTH OR WITHIN 24 HOURS FOLLOWING A STORM EVENT. 13. AT NO TIME SHALL MORE THAN ONE (1) FOOT OF SEDIMENT BE ALLOWED TO ACCUMULATE WITHIN A CATCH BASIN. ALL CATCH BASINS AND CONVEYANCE LINES SHALL BE CLEANED PRIOR TO PAVING. THE CLEANING OPERATION SHALL NOT FLUSH SEDIMENT -LADEN WATER INTO THE DOWNSTREAM SYSTEM. 14. DURING THE TIME PERIOD OF OCTOBER lsr THROUGH MARCH 30m, ALL PROJECT DISTRIBUTED SOIL AREAS GREATER, THAT ARE TO BE LEFT UN -WORKED FOR MORE THAN 12 HOURS, SHALL BE COVERED BY MULCH, SODDING OR PLASTIC COVERING. 15. ANY PERMANENT RETENTION/DETENTION FACILITY USED AS A TEMPORARY SETTLING BASIN SHALL BE MODIFIED WITH THE NECESSARY EROSION CONTROL MEASURES AND SHALL PROVIDE ADEQUATE STORAGE CAPACITY. IF THE PERMANENT FACILITY IS TO FUNCTION ULTIMATELY AS AN INFILTRATION SYSTEM, THE TEMPORARY FACILITY MUST BE ROUGH GRADED SO THAT THE BOTTOM AND SIDES ARE AT LEAST THREE FEET ABOVE THE FINAL GRADE OF THE PERMANENT FACILITY. 16. PRIOR TO THE BEGINNING OF THE WET SEASON (OCT. 1), ALL DISTURBED AREAS SHALL BE REVIEWED TO IDENTIFY WHICH ONES CAN BE SEEDED IN PREPARATION FOR THE WINTER RAINS. DISTURBED AREAS SHALL BE SEEDED WITHIN ONE WEEK OF THE BEGINNING OF THE WET SEASON. A SKETCH MAP OF THOSE AREAS TO BE SEEDED AND THOSE AREAS TO REMAIN UNCOVERED SHALL BE SUBMITTED TO THE CITY OF RENTON FOR REVIEW. D.R. STRONG CONSUL TING ENGINEERS ENGINEERS PLANNERS SURVEYORS 620 - Ah AVENUE KIRKLA ND, WA 98033 O 425.827.3063 F 425 827 2423 TREE PROTECTION MEASURES STD. PLAN - 217.40 MARCH 2O08 a. CONSTRUCTION STORAGE PROHIBITED: THE APPLICANT MAY NOT FILL, EXCAVATE, STACK OR STORE ANY EQUIPMENT, DISPOSE OF ANY MATERIALS, SUPPLIES OR FLUIDS, OPERATE ANY EQUIPMENT, INSTALL IMPERVIOUS SURFACES, OR COMPACT THE EARTH IN ANY WAY WITHIN THE AREA DEFINED BY THE DRIP LINE OF ANY TREE TO BE RETAINED. b. FENCED PROTECTION AREA REQUIRED: THE APPLICANT SHALL ERECT AND MAINTAIN SIX FOOT (6) HIGH CHAIN LINK TEMPORARY CONSTRUCTION FENCING AROUND THE DRIP LINES OF ALL RETAINED TREES, OR ALONG THE PER/METER OF A STAND OF RETAINED TREES. PLACARDS SHALL BE PLACED ON FENCING EVERY FIFTY FEET (50') INDICATING THE WORDS, "NO TRESPASSING - PROTECTED TREES" OR ON EACH SIDE OF THE FENCING IF LESS THAN FIFTY FEET (50). SITE ACCESS TO INDIVIDUALLY PROTECTED TREES OR GROUPS OF TREES SHALL BE FENCED AND SIGNED. INDIVIDUAL TREES SHALL BE FENCED ON FOUR (4) SIDES. IN ADDITION, THE APPLICANT SHALL PROVIDE SUPERVISION WHENEVER EQUIPMENT OR TRUCKS ARE MOVING NEAR TREES. C. PROTECTION FROM GRADE CHANGES: IF THE GRADE LEVEL ADJOINING TO A TREE TO BE RETAINED IS TO BE RAISED, THE APPLICANT SHALL CONSTRUCT A DRY ROCK WALL OR ROCK WELL AROUND THE TREE. THE DIAMETER OF THIS WALL OR WELL MUST BE EQUAL TO THE TREE'S DRIP LINE. d. IMPERVIOUS SURFACES PROHIBITED WITHIN THE DRIP LINE. THE APPLICANT MAY NOT INSTALL IMPERVIOUS SURFACE MATERIAL WITHIN THE AREA DEFINED BY THE DRIP LINE OF ANY TREE TO BE RETAINED. e. RESTRICTIONS ON GRADING WITHIN THE DRIP LINES OF RETAINED TREES: THE GRADE LEVEL AROUND ANY TREE TO BE RETAINED MAY NOT BE LOWERED WITHIN THE GREATER OF THE FOLLOWING AREAS: (l) THE AREA DEFINED BY THE DRIP LINE OF THE TREE, OR (ll) AN AREA AROUND THE TREE EQUAL TO ONE AND ONE-HALF FEET (1-1/2) IN DIAMETER FOR EACH ONE INCH OF TREE CALIPER. THE REVIEWING OFFICIAL MAY REQUIRE A LARGER TREE PROTECTION ZONE BASED ON TREE SIZE, SPECIES, SOIL, OR OTHER CONDITIONS. f. MULCH LAYER REQUIRED: ALL AREAS WITHIN THE REQUIRED FENCING SHALL BE COVERED COMPLETELY AND EVENLY WITH A MINIMUM OF THREE INCHES (3) OF BARK MULCH PRIOR TO INSTALLATION OF THE PROTECTIVE FENCING. EXCEPTIONS MAY BE APPROVED BY THE REVIEWING OFFICIAL IF THE MULCH WILL ADVERSELY AFFECT PROTECTED GROUND COVER PLANTS, q. MONITORING REQUIRED DURING CONSTRUCTION: THE APPLICANT SHALL RETAIN A PROFESSIONAL ARBORIST OR OTHER QUALIFIED PROFESSIONAL TO PRUNE BRANCHES AND ROOTS, FERTILIZE, AND WATER AS APPROPRIATE FOR ANY TREES AND GROUND COVER WHICH ARE TO BE RETAINED, NO TES: 1. 6-FT. HIGH TEMPORARY CHAIN LINK FENCE SHALL BE PLACED AT THE DR/PLINE OF THE TREE TO BE SAVED. FENCE SHALL COMPLETELY ENCIRCLE THE TREE(S). INSTALL FENCE POSTS USING PIER BLOCKS ONLY. AVOID DRIVING POSTS OR STAKES INTO MAJOR ROOTS. 2. FOR ROOTS OVER 1-IN DIA. THAT ARE DAMAGED DURING CONSTRUCTION, MAKE A CLEAN, STRAIGHT CUT TO REMOVE THE DAMAGED PORTION. ALL EXPOSED ROOTS SHALL BE TEMPORARILY COVERED WITH DAMP BURLAP TO PREVENT DRYING, AND SHALL BE COVERED WITH SOIL AS SOON AS POSSIBLE. J. WORK WITHIN PROTECTION FENCE SHALL BE DONE MANUALLY. NO STOCKPILING OF MATERIALS, VEHICULAR TRAFFIC, OR STORAGE OF EQUIPMENT OR MACHINERY SHALL BE ALLOWED WITHIN THE LIMIT OF THE FENCING. TREE PROTECTION DETAIL 7 CITY COMMENTS JSM 4.12.19 SURVEYED: SCALE: SPF VERTICAL: NAVD 1988 8 REVISED FRONTAGE GRADING PER GAS MAIN JSM 12.14.20 DESIGNED: AS NOTED HORIZONTAL: NAD 1983/1991 9 REVISED FRONTAGE PER CITY COMMENTS JSM 1.15.21 JSM 10 REVISED VAULT CONTROL STRUCTURE JSM 5.9.21 DRAWN: CWA ONE INCH DATUM 11 RECORD DRAWINGS JSM 6.25.21 CHECKEDJSM AT FULL SCALE IF NOT ONE INCH N 0. REVISION BY DATE AP P R APPROVE,D.• ' SCALE ACCORDINGLY 111'IA! DRIPLINE C TY OF =� RENTON Planning/Building/Public Works Dept. AS -BUILT NO AS -BUILT INFORMATION ON THIS SHEET. "I CERTIFY THAT THE INFORMATION SHOWN HEREON WHICH WAS AS -BUILT BY D.R. STRONG, AND MAY INCLUDE LOCATIONS, ELEVATIONS, DEPTHS, PIPE SIZES, AND AS -BUILT COMMENTS, ACCURATELY REFLECTS EXIS77NG FIELD CONDITIONS AS DETERMINED BY ME OR UNDER MY DIRECT SUPERVISION ON THIS DA TE,• 051181202 1. " R-400607 IN COMPLIANCE WITH CITY OF RENTON STANDARDS 00 V J O 0 O �J T D J LO O O O T W z 0 DATE: U BETHANY CORNER 11.29.16 FIELDBOOK: z TESC NOTES AND DETAILS PAGE: DRAWING N0: 16433 & 16451 111 TH AVENUE SE C7 RENTON, WASHINGTON 98056 SHEET: OF: 19Uj CoW DRS PROJECT NO. 16062 NE 114 SECTION 29, TOWNSHIP 23 N, RANGE 5 E, W.M. 0 0 6 W LU z T)TACT,p "-, SENSITIVE AREA 0 409 S.F. U z Q /- 7 m / / 00ENO STA 22+89.56, GUARDRAIL RT L / / 23 INSTALL TYPE 11 BARRICADE ANDS GUARDRAIL AT TOP OF STEEP SLOPE BEHIND CURB' TO PROVIDE SAFETY / START GUARDRAIL STA STA 22+89.56, 13.50' L T r� Call 2 Working Days Before You Dig 811 Utilities Underground Location Center (ID,MT,ND,OR,WA) WF ___— �42 BE7MMYCORNER 1.0 429. 0.0 428.0 428.0 -D -----_-- ---- — — — 4W Df 424 — — — — — i-L ---426------- - 1 I I I I ------7 I I ,--------, I 1 1 I 1 C 1 I 1 1 14 1 1 1 1 I I 1 1 1 1 I I I 1 1 -1 6,734 S.F. 1 1 5,948 S. F. 1 1 5, 948 S. F. 1 1 2 I FG 426.85 1 FG 426.15 I I FG 425.85 5,948 S.F. 1 I 1 1 I I FG 426.20 L CA TE NO PARKING 1 NO PARKING - FIRE 1- S/GNS ON LIGHT 1 1 LANE" SIGN TYPE POLES AS SHOWN N I R7-1 MUTCDI I I I I (TYP) ■ 1' ASPHAL T 41 PA VING N I 6 I 6,447 S.F. FG 426.90 1 lI(STALLED AT 50 0. C. LL ON NORTH SIDE1 L — — — — — — J L _ B — J1 STANDARD DETAIL 129,1 OF HAMMER -HEAD SEE SHEET-£9-(�YP) STA 22+45.37 - - — 22+ 00 8' PLANTER STRIA I ---I I 1 J I I I I I 1 7 1 1 5,889 S. F. I FG 426.30 I I I 1 1 I I I 1 I I I I I I I I I I 1 — -----j L — — — — — — J L 426 C�/GJ/GC/G/ � I I I I 5' SIDEWALK 1 -1 PER STD PLAN 102 1 'NO PARKING - FIRE I (TYP.) I 1 LANE" SIGN. I I 1 INSTALLED BOTH ---- � — -- I I I 1 I� 1 I� I 1 1 1 1 1 7,119 S. F. 1 1 FG 426.75 I 1 II I 1 I� L------J DEAD END ROAD SIGN SEE RIGHT I I I I I O o - L I i I v I A I IQI Io I I to I, 1z -41 1�1 R� I I II I o� I I I I I , of I �I � I I W i I I� STA. 2 +00.00 SE 165TH ST = " I A. 1 +45.27 (111TH AVE SE) N 20 00 19+80 -� II I h I 1 DES TURN-AROUN i i I I 1 I I ---------- I TRACT A----------[_ I a I I 8 1 1 I II 6,148 S. F. 1 1 6,14� S.F. I STORM DRAINAGE_______ _ I ® I a I 1 FG 425.80 I 1 FG 425.80 8, 036 S*E _ _ _ _ _C I I I I I I : FG 42700 -- -----I I I\ 1-=,--------=I.------------ - I I I IQ I ------------------------- _____ 1 N I I �I — — — — — — L I I ------------------- - ------------ --- e I 1 d° I D.R. STRONG CONSUL TING ENGINEERS ENGINEERS PLANNERS SURVEYORS 620 - Ah AVENUE KIRKLAND, WA 98033 O 425 827 3063 F 425 827 2423 — — — — — — I ------- -- - I1 I! %N 12"GONG=420.52 � ■i OP I 12"CONC=419.80I " 1 I II 12"CONC=419.09' o . $R I ■ III II II � II I V�,i -� rr AND 2 FIXED BOLLARDS; PER STANDARD DETAILS H021 AND H022, SEE SHEET C9 (TYP) FOUND 4"X4" CONCRETE MONUMENT WITH LEAD AND TACK, DOWN 0.5' CD IN MONUMENT CASE. I I I I I PROVIDE SMOOTH TRANSITION FROM EX I DRIVEWAYS TO NEW ASPHAL T (TYP) I o I �— I I I I I I I I 0 1 I I I 1 I I E I C11 I � I o 1 � I ABANDON CULVERTS, FILL DITCHES AND ROUTE DRAINAGE TO FLOWLINE CBS 1 1 V /.60 4' WIDE OFFSITE PEDESTRIAN WALKWAY I �C' A\\ I I I SEE LEFT AS -BUILT NO AS -BOIL T INFORMA 77ON ON THIS SHEET. "I CERTIFY THAT THE INFORMATION SHOWN HEREON WHICH WAS AS -BOIL T BY D.R. STRONG, AND MA Y INCLUDE LOCA ]TONS, ELEVA TIONS, DEPTHS, PIPE SIZES, AND AS-BUIL T COMMENTS, ACCURATEL Y REFLECTS EXISTING FIELD COND177ONS AS DETERMINED BY ME OR UNDER MY DIRECT SUPERVISION ON THIS DATE ° 051181202 1. " 7 CITY COMMENTS JSM 4.12.19 SURVEYED: SCALE: SPF VERTICAL: NAVD 1988 8 REVISED FRONTAGE GRADING PER GAS MAIN JSM 12.14.20 DESIGNED: AS NOTED HORIZONTAL: NAD 1983/1991 9 REVISED FRONTAGE PER CITY COMMENTS JSM 1.15.21 JSM 10 REVISED VAULT CONTROL STRUCTURE JSM 5.9.21 DRAWN: CWA ONE IN DATUM 11 RECORD DRAWINGS JSM 6.25.21 CHECKE JSM AT FULL SCALE IF NOT ONE INCH NO. REVISION BY DATE AP P R APPROVED: SCALE ACCORDINGLY M J NORTH GRAPHIC SCALE 0 15 30 60 1 INCH = 30 FT. C TY OF =� RENTON Planning/Building/Public Works Dept. BETHAN Y CORNER S/ TE VOLUME CAL COLA TONS CUT VOLUME FILL VOLUME NET VOLUME (CU. YDS.) (CU. YDS.) (CU. YOS.) 12 9,592 9,480 IMPOR T ALL VOLUMES ARE APPROXIMATE AND REPRESENT EXCA VA TION FOR RESIDENCE AS PROPOSED. THE VOLUMES DO NOT INCLUDE EXPANSION FACTOR OR ANY SOIL TYPE RESTRICTIONS. THE VOLUMES DO NOT INCLUDE STRUCTURAL EXCAVATION FOR BUILDINGS. GEO TECH RECOMMENDATIONS.• EXCERPTS FROM GEO TECH REPORT PREPARED BY ASSOCIATED EARTH SCIENCES, INC, DATED DEC 16, 2016 "OUR EXPLORATIONS INDICATE THAT, FROM A GEOTECHNICAL STANDPOINT, THE PROPOSED PROJECT IS FEASIBLE PROVIDED THE RECOMMENDATIONS CONTAINED HEREIN ARE PROPERLY FOLLOWED. THE BEARING STRATUM IS GENERALLY SHALLOW ON THE EAST END AND CONVENTIONAL SHALLOW FOUNDATIONS SHOULD PERFORM WELL WITH PROPER SUBGRADE PREPARATION. THE WEST END OF THE SITE WILL REQUIRE THAT THE UNSUITABLE FILL BE REMOVED TO A DEPTH OF ABOUT 6 FEET PRIOR TO THE PLACEMENT OF ADDITIONAL STRUCTURAL FILL OR TO THE WEST. THE NORTH SIDE OF THE SITE GRADUALLY SLOPES UP TO THE ADJACENT LOT. THE TOTAL TOPOGRAPHIC DIFFERENCE ON THE SITE IS ABOUT 6 TO 8 FEET" SITE PREPARATION "SITE PREPARATION OF THE CONSTRUCTION AREA SHOULD INCLUDE REMOVAL OF ALL PREVIOUSLY PLACED FILL, GRASS, BRUSH, DEBRIS, AND ANY OTHER DELETERIOUS MATERIALS. EROSION AND SURFACE WATER CONTROL SHOULD BE ESTABLISHED AROUND THE CLEARING LIMITS TO SATISFY LOCAL REQUIREMENTS. WE RECOMMEND EXISTING FILL, BE REMOVED FROM BELOW AREAS OF SHALLOW FOUNDATIONS. WHEN STRUCTURAL FILL IS REQUIRED FOR RESTORATION OF THE PLANNED FOUNDATION GRADE, OUR RECOMMENDATIONS DETAILED IN THE "STRUCTURAL FILL" SECTION SHOULD BE FOLLOWED. REMOVAL OF UNSUITABLE SOIL SHOULD EXTEND LATERALLY BEYOND THE BUILDING FOOTPRINT BY A DISTANCE EQUAL TO THE DEPTH OF OVEREXCAVATION. FOR EXAMPLE, WHEN EXISTING FILL IS REMOVED TO A DEPTH OF 2 FEET BELOW A PLANNED FOOTING AREA, THE EXCAVATION SHOULD ALSO EXTEND LATERALLY 2 FEET BEYOND THE BUILDING FOOTPRINT IN THAT AREA. WHERE EXISTING FILL IS REMOVED AND REPLACED WITH STRUCTURAL FILL, CONVENTIONAL SHALLOW FOUNDATIONS MAY BE USED FOR STRUCTURE SUPPORT. THE REQUIRED DEPTH OF REMOVAL SHOULD BE DETERMINED IN THE FIELD BASED ON ACTUAL CONDITIONS ENCOUNTERED DURING EXCA VA TION. -SITE PAVING OR UNDER BUILDING SLABS -ON -GRADE, THE BELOW PLANNED ON STRIPPED SUBGRADE SHOULD BE PROOF -ROLLED WITH HEAVY, RUBBER -TIRED CONSTRUCTION EQUIPMENT, SUCH AS A FULLY LOADED TANDEM -AXLE DUMP TRUCK. PROOF -ROLLING SHOULD BE PERFORMED PRIOR TO STRUCTURAL FILL PLACEMENT. THE PROOF -ROLL SHOULD BE MONITORED BY THE GEOTECHNICAL ENGINEER SO THAT ANY SOFT OR YIELDING SUBGRADE SOILS CAN BE IDENTIFIED, ANY SOFT OR LOOSE, YIELDING SOILS SHOULD BE REMOVED TO A STABLE SUBGRADE, PROOF -ROLLING SHOULD ONLY BE ATTEMPTED IF SOIL MOISTURE CONTENTS ARE AT OR NEAR OPTIMUM MOISTURE CONTENT. PROOF -ROLLING OF WET SUBGRADES COULD RESULT IN FURTHER DEGRADATION." STRUCTURAL FILL "THE CONTRACTOR SHOULD NOTE THAT ANY PROPOSED FILL SOILS MUST BE EVALUATED BY ASSOCIATED EARTH SCIENCES, INC. (AESI) PRIOR TO THEIR USE IN FILLS. THIS WOULD REQUIRE THAT WE HAVE A SAMPLE OF THE MATERIAL 72 HOURS IN ADVANCE TO PERFORM A PROCTOR TEST AND DETERMINE ITS FIELD COMPACTION STANDARD. SOILS IN WHICH THE AMOUNT OF FINE-GRAINED MATERIAL (SMALLER THAN THE NO. 200 SIEVE) IS GREATER THAN APPROXIMA TEL Y 5 PERCENT (MEASURED ON THE MINUS NO. 4 SIEVE SIZE) SHOULD BE CONSIDERED MOISTURE -SENSITIVE. USE OF MOISTURE -SENSITIVE SOIL IN STRUCTURAL FILLS SHOULD BE LIMITED TO FAVORABLE DRY WEATHER CONDITIONS, AND IS ONLY PERMITTED IF SPECIFICALLY ALLOWED BY PROJECT PLANS AND SPECIFICATIONS. THE NATIVE SOILS PRESENT ONSITE CONTAINED SIGNIFICANT AMOUNTS OF SILT AND ARE CONSIDERED HIGHLY MOISTURE -SENSITIVE IF FILL IS PLACED DURING WET WEATHER OR /F PROPER COMPACTION CANNOT BE OBTAINED, A SELECT IMPORT MATERIAL CONSISTING OFA CLEAN, FREE -DRAINING GRAVEL AND/OR SAND SHOULD BE USED. FREE -DRAINING FILL CONSISTS OF NON -ORGANIC SOIL WITH THE AMOUNT OF FINE-GRAINED MATERIAL LIMITED TO 5 PERCENT BY WEIGHT WHEN MEASURED ON THE MINUS NO SIEVE FRACTION WITH AT LEAST 25 PERCENT RETAINED ON THE NO. 4 SIEVE. A REPRESENTATIVE FROM OUR FIRM SHOULD INSPECT THE STRIPPED SUBGRADE AND BE PRESENT DURING PLACEMENT OF STRUCTURAL FILL TO OBSERVE THE WORK AND PERFORM A REPRESENTATIVE NUMBER OF IN -PLACE DENSITY TESTS. IN THIS WAY, THE ADEQUACY OF THE EARTHWORK MAYBE EVALUATED AS FILLING PROGRESSES, AND ANY PROBLEM AREAS MAY BE CORRECTED AT THAT TIME. IT IS IMPORTANT TO UNDERSTAND THAT TAKING RANDOM COMPACTION TESTS ON A PART-TIME BASIS WILL NOT ASSURE UNIFORMITY OR ACCEPTABLE PERFORMANCE OF A FILL. AS SUCH, WE ARE AVAILABLE TO AID THE OWNER IN DEVELOPING A SUITABLE MONITORING AND TESTING PROGRAM." DRAINAGE 'FOUNDATIONS SHOULD BE PROVIDED WITH FOUNDATION DRAINS. DRAINS SHOULD CONSIST OF RIGID, PERFORATED, POLYVINYL CHLORIDE (PVC) PIPE SURROUNDED BY WASHED PEA GRAVEL. THE DRAINS SHOULD BE CONSTRUCTED WITH SUFFICIENT GRADIENT TO ALLOW GRAVITY DISCHARGE AWAY FROM THE PROPOSED BUILDING. ROOF AND SURFACE RUNOFF SHOULD NOT DISCHARGE INTO THE FOOTING DRAIN SYSTEM, BUT SHOULD BE HANDLED BY A SEPARATE, RIGID, TIGHTLINE DRAIN. IN PLANNING, EXTERIOR GRADES ADJACENT TO WALLS SHOULD BE SLOPED DOWNWARD AWAY FROM THE PROPOSED BUILDING TO ACHIEVE SURFACE DRAINAGE. " R -400608 IN COMPLIANCE WITH CITY OF RENTON STANDARDS N N C) T 00 Ln O O i Q J W z 0 DATE: BETHANY CORNER 11.29.16 >- FIELDBOOK: z ROAD AND GRADING PLAN PAGE: DRAWING N0: 16433 & 16451 111 TH AVENUE SE cs RENTON, WASHINGTON 98056 SHEET: 8 OF: Ito r'MW' W DRS PROJECT NO. 16062 NE 114 SECTION 29, TOWNSHIP 23 N, RANGE 5 E, W.M. Irr W Z Irr O `U Z a 2 W W 0 CO O O S N O IF\ W Q I O Cn O col Q O O W O C3 m I C, Q Z �S N O 0 C) N Ld Ld NOTES A CURB RAMP WIDTH r - 0' MIN. LANDING TO MATCH A CURB RAMP WIDTH - SEE CONTRACT PLANS CURB RAMP WIDTH r - o•• MIN. 1. At marked crosswalks, the connection between the curb ramp and the road - LANDING TO MATCH CURB RAMP way must be Contained within the width of the crosswalk markings. LANDING I WIDTH - SEE CONTRACT PLANS Y g GRADE BREAK I 2. Where "GRADE BREAK" is called out, the entire length of the grade break LANDING CURB RAMP GRADE BREAK between the two adjacent surface planes shall be flush. GRADE BREAK SEE CONTRACT PLANS - CEMENT CONCRETE SEE CONTRACT PLANS - 1 4' - 0" MIN. SIDEWALK - SEE NOTE 5 3. Do not place Gratings, Junction Boxes, Access Covers, or other appurten- c - 0" MIN. ances on any part of the Curb Ramp or Landing, or in front of the Curb PROVIDE SMOOTH TRANSITION Ramp where it connects to the roadway. CEMENT CONCRETE TO SIDEWALK WADTH 2•-0' SIDEWALK- SEE NOTE 5 (TYP.) SEE CONTRACT PLANS - I MIN. SEE CONTRACT 4. See Contract Plans for the curb design specified. See Standard Plan 4'- 0" MIN. PLANS -4' - T MIN. F-10.12 for Curb, Curb and Gutter, Depressed Curb and Gutter, and FLARE (TYP.) * 3+8" EXPANSION) * BUFFER WIDTH -MATCH Pedestrian Curb details. JOINT (TYP.) - SEE 1 TO CURB RAMP DEPTH 5. See Standard Plan F-30.10 for Cement Concrete Sidewalk Details. See &8" EXPANSION CURB RAMP STANDARD PLAN FJ0.10 I RYIP) Contract Plans for width and placement of sidewalk. JOINT(TYP)-SEE I I STANDARD PLAN F-30.10 GRADE 6. The Bid Item "Cement Concrete Curb Ram Type _" does not include the BREAK TRANSITION TO SIDEWALK BUFFER, IF P YP GRADE BREAK "• V adjacent Curb Curb and Gutter Depressed Curb and Gutter Pedestrian PRESENT OR TO BACK OF CURB TYP. - P SEE CONTRACT PLANS • „ Curb or Sidewalks. * t::tt�t:lt:lt:: • * * * tsast •It:: *� - 7. The Curb Ramp length is not required to exceed 15 feet (unless shown CURB, OR CURB CEMENT CONCRETE otherwise in the Contract Plans). When applying the 15-foot max. length, AND GUTTER ^ CURB, OR CURB PEDESTRIAN CURB - ) g SEE NOTE 4 AND GUTTER - I SEE NOTE 4 the running slope of the Curb Ramp is allowed to exceed 8.3%. Use a DETECTABLE WARNING SURFACE - SEE NOTE 4 B I single constant slope from bottom of ramp to top of ramp to match into SEE STANDARD PLAN F45.10 DETECTABLE WARNING SURFACE - the landing over a horizontal distance of 15 feet. Do not include the FACE OF CURB FACE OF CURB SEE STANDARD PLAN F4b.10 abutting landing in the 15-foot max. measurement. MEASURED PARALLEL DEPRESSED CURB AND GUTTER - DEPRESSED CURB AND GUTTER 8. Curb Ramps and Landings Shall receive a broom finish. See Standard TO CURB (TYP) CROSSWALK SEE NOTE 4 CROSSWALK Specifications 8-14. L9. Pedestrian Curb may be omitted if the ground surface at the back of the Curb Ramp and/or Landing will be at the same elevation as the Curb F CONTRACTION JOINT (TYP.) `SEE STANDARD PLAN F-30.10 Ramp or Landing and there will not be material to retain. z FOR CURB RAMP LENGTHS GREATER THAN 8' - 0" PROVIDE LLPLAN VIEW CONTRACTION JOINT EQUALLY SPACED 4'. 0" MIN. OC. PLAN VIEW m TYPE PERPENDICULAR A TYPE PERPENDICULAR B LEGEND DETECTABLE WARNING SURFACE- (SHOWN WITH BUFFER) SEE STANDARD PLAN F48.10 SLOPE IN EITHER DIRECTION i] 4' - 0" MIN. 15' - 0' MAX. (TYP.) GRADE BREAK 1.5 OR FLATTER * DESIGN ORMWORK RECOMMENDED D FOR SLOPE TREATMENT- SEE CONTRACT PLANS SEE NOTE T COUNTER SLOPE - 7.5%OR FLATTER RECOMMENDED FOR 50%MAX. ** DESIGNIFORMWORK(10%MAX.) SEE STANDARD PLAN F-3010 * GRADE BREAK * * TOP OF ROADWAY 9.5%OR FLATTER RECOMMENDED FOR �� * * * DESIGNIFORMWORK (10%MAX.) OTT Z� l S0 OF WAS9/l�'� LANDING CURB RAMP \ \\`-� DEPRESSED CURB AND GUTTER ^ 1 SEE STANDARD PLAN F-10.12 SECTION OA CEMENT CONCRETE CURB RAMP"TYPE CEMENT CONCRETE CURB RAMP "TYPE 90 ,F 5 O tub CEMENT CONCRETE PERPENDICULAR "A" PAY LIMIT- SEE NOTE 6 PERPENDICULAR "B" PAY LIMIT- SEE NOTE fi F-.1/0 FOl ST40F\� PEDESTRIAN CURB - SEENOTE4 _ Im NA SEE STANDARD PLAN F45.DIET CTABLE WARNING R0FACE- - - - `1 '//( /1�112. 1G'1:20 AM ` PERPENDICULAR DEPRESSED CURB AND GUTTER - CURB RAMP SEE NOTE _ STANDARD PLAN F-40.15-03 CEMENT CONCRETE CURB SHEET 1 OF 1 SHEET AND GUTTER -SEE NOTE 4 APPROVED FOR PUBLICATION e-,,,, t . fiw m'P� o`ist�trN ISOMETRIC VIEW ISOMETRIC VIEW � CURB RADIUS DETAIL OB TYPE PERPENDICULAR A PAY LIMIT TYPE PERPENDICULAR B PAY LIMIT I/ w..n.eree sxere o.p E,m,.m�r TA,,.P=�=n.. NOTES A A 1. The Detectable Warning Surface (DWS) shall extend the full width of the curb ramp, B O MIN. MAX. DETECTABLE WARNING landing, or other roadway entrance as applicable. Exception: If the Manufacturer of cuae RAMP, uNOING. cur- SURFACE (DWS) - the DWS requires a Concrete border around the DWS, a variance of up to 2 inches A 1 80" Z,10'• THROUGH OR WALKWAY SEE NOTE 3 on each side of the DWS is permitted. --- - ---- B 0.65^ - T T I 2. The Detectable Warning Surface (DWS) shall be placed at the back of curb, with the p e D'T c D45^ oso" two leading comers of the DWS panel placed adjacent to the back of the curb, and .i-- -- D D.9'• too^ BACK of cuae - with no more than a 2 inch gap between the DWS and the back of the Curb measured T TRUNCATED DOME SEE NOTE z 2' - o"MIN. - at the center of the DWS panel. Exception: If the Manufacturer of the selected DWS E 0.2" 0.2" 1111111j1111111TYP. OF ALL requires a concrete border around the DWS, a variance of u to 2 inches from the APPLICATIONS P SECTION O back of the curb is permitted (measured at the leading corners of the DWS panel). TRUNCATED DOME SPACING 3. The rows of truncated domes shall be aligned to be perpendicular to the grade SEE NOTE 3 SEE STANDARD SPECIFICATIONS FOR COLOR OF SURFACE break at the back Of Curb. 4. The rows of truncated domes shall be aligned to be parallel to the direction of travel. TRUNCATED DOME DETAILS MATCH TO WIDTH OF CURB RAMP CURB AND GUTTER LANDING, CUT -THROUGH OR 5. If curb and gutter are not present such as a shared -use path connection, the w WALKWAY Detectable Warning Surface shall be placed at the pavement edge. DETECTABLE WARNING SURFACE DETAIL c2 m 6. See Standard Plans for sidewalk and curb ramp details. LANDING OFFSET CURB RAMP BEE NOTE 8 7. If a curb ramp is required, the location of the Detectable Warning Surface must be at uNOING the bottom of the ramp and within the required distance from the rail. WALKWAY WIDTH OF WALKWAY B. When the grade break between the curb ramp and the landing is less than or equal to iv"a:r WALKWAY WALKWAY �{ LMDTH of cur- 5 ft. from the back of Curb at all points, place the Detectable Warning Surface on the THROUGH bottom of the curb ramp directly above the grade break. +" DETECTABLE WARNING SURFACE (DWS) - a :: WIDTH OF CUT -THROUGH O + SEE NOTE 4 CURB RAMP " :•• •: (TYP.) z ` BACK OF CURB SINGLE DIRECTION CURB RAMP FLARE FLARE 2'-0^ 2'-o"MIN. (GRADE BREAK BETWEEN CURB AND MIN. LANDING 5 5 FT. FROM BACK OF CURB) c (SEE NOTE fi) DETECTABLE WARNING DETECTABLE WARNING C BACK OF CURB - Q LANDING SURFACE (DWS)- SURFACE (TVP) - DIRECTION OF BEE NOTE 2 '- IIII BEE NOTE 3 SEE NOTE 3 C TRAVEL WIDTH OF CURB RAMP BACK OF CURB - CURB RAMP m BACK OF CURB - SEE NOTE 2 VADTH OF PERPENDICULAR CURB RAMP SEE NOTE 2 WALKWAY WALKWAY (SEE NOTE 8) ISLAND CUT -THROUGH -U'MIN WIDTH OF CURB RAMP, DETECTABLE WARNING LANDING. OR WALKWAY SURFACE (TYP) - COTT •' +" DETECTABLE WARNING [\\ SEE NOTE 3 5 q1 WAS# +" SURFACE (DWS) - SEE NOTE 3 I�� ---- ---- . q� /y F� " BACK OF CURB - BACK OF CURB - $A SEE NOTE 2 i SEE NOTE 2 MEDIAN CUT -THROUGH SINGLE DIRECTION CURB RAMP a z DETECTABLE WARNING ry WIDTH OF SHARED- 9 (GRADE BREAK BETWEEN CURB AND SURFACE (DWS) - - USE PATH OR O� 9 .......... o LANDING > 5 FT FROM BACK OF CURB) SEE NOTES V. 8 ] WALKWAY (TYPJ1 FJ, �018T81•e G\� (SEE NOTE 8) f � 9 yONAL CURB RAMP CURB RAMP WALKWAY LANDING WALKWAY Zeller, Scott rvDP; OF CUT -THROUGH PATH OR USE 1 it 12 20I l 4:2i l'M WALKWAY DETECTABLE WARNING I U U U UROUNDABOUT SPUTTER SURFACE x ISLAND PAVEMENT SHOULDER EDGE STANDARD PLAN F-45.10-02 RAIL to SHEET 1 OF 1 SHEET DETECTABLE WARNING DETECTABLE WARNING APPROVED FOR PUBLICATION BACK OF CURB - SURFACE (DWS) - SEE NOTE 3 :::••::::::: PATH OR SURFACE (DW$) - q��.��� n•'' c.P•x.,xm • • • •• WALKWAY SEE NOTES 4 8 5 vta'"�•• %`De A axs°rN SEE NOTE 2 WIDTH OF � LANDING sxnreoesiox sxo"sex PARALLEL CURB RAMP PEDESTRIAN RAILROAD CROSSING PLACEMENT GUIDELINES SHARED -USE PATH CONNECTION w..nlrNrex sxm. o.Pe.rx,.,,x er T,.x.Pe.renex (SEE NOTE 6) NOTES H SIDEWALK BUFFER 1. This plan is to be used where pedestrian crossing in one direction is not M MATCH - 4 0• MIN. STRIP permitted. MATCH SIDEWALK SEE CONTRACT PLANS MATC2. At marked crosswalks, the connection between the Landingand the WIDTH - 4' 0" MIN. - PEDESTRIAN CURB - • SEE CONTRACT PLANS SEE NOTE 10 CURB RAMP roadway must be contained within the width Of the crosswalk markings. 3I8" (IN) EXPANSION PEDESTRIAN CURB - 3. Where "GRADE BREAK" is called out, the entire length of the grade break JOINT - SEE STANDAR SEE NOTE 10 MATCH SIDEWALK WIDTH ^ 4' 0" MIN. between the two adjacent surface planes Shall be flush. SEE CONTRACT PLANS PLAN F-30.10 LANDING 4. Do not place Gratings, Junction Boxes, Access Covers, or other appurten- ANDING SIDEWALK - 3I8" (IN) EXPANSION JOINT -SEE + PEDESTRIAN cuRe - ances on any part of the Curb Ramp or Landing or in the Depressed SEE NOTE fi 5' -O" MIN. F R. STANDARD PLAN F-30.10 SEE NOTE 10 Curb and Gutter where the Landing connects to the roadway. (TYP.) B s -o" MIN. 5. See Contract Plans for the curb design specified. See Standard Plan AA - - - - � i m A _ _ _ _ _ i x F"10.12 for Curb, Curb and Gutter, Depressed Curb, Gutter and H* 3" R. ILL Pedestrian Curb details. 5• - Y MIN. 3" R. b 6. See Standard Plan F-30.10 for Cement Concrete Sidewalk Details. See 0 SIDEWALK- Contract Plans for width and placement of sidewalk. SEE NOTE 6 v U I- 7. The Bid Item "Cement Concrete Curb Ramp Type _" does not include the BUFFER STRIP -SEE -/,7 + DETECTABLE WARNING SURFACE BUFFER a C DETECTABLE WARNING SURFACE adjacent Curb, Curb and Gutter, Depressed Curb and Gutter, Pedestrian CONTRACT PLANS C SEE STANDARD PLAN F48.10 STRIP SEE STANDARD PUN F48.10 Curb, or Sidewalks. CURB AND GUTTER - CURB AND GUTTER ^ 8, The Curb Ram length Is not required to exceed 15 feet unless shown SEE NOTE 5 SEE NOTE 5 P 9t PEDESTRIAN CROSSING PEDESTRIAN CROSSING otherwise in the Contract Plans). When applying the 15-foot max. length CLOSURE SIGN CURB RAMP CLOSURE SIGN FACE OF CURB RAMP (measured from back of sidewalk) the running slope of the curb ramp is FACE OF CURB allowed to exceed 8.3%. Use a single constant slope from bottom of CURB PLAN VIEW PLAN VIEW ramp to top of ramp to match into the sidewalk over a horizontal 10 TYPE SINGLE DIRECTION A TYPE SINGLE DIRECTION B distance of 15 feet. 9. Curb Ramps and Landings shall receive a broom finish. See Standard Specifications 8-14. 10. Pedestrian Curb may be omitted if the ground surface at the back of the DETECTABLE WARNING SURFACE - Curb Ramp and/or Landing will be at the same elevation as the Curb 15' - 0" MAX SEE STANDARD PLAN F46.10 1s - T MAx (TYP. 15 - o. MAX (TYP. Ramp or Landing and there will not be material to retain. (TYP) SEE NOTE 8 SEE NOTE 8 O GRADE BREAK GRADE BREAK GRADE BREAK SEE NOTE 8 GRADE LEGEND GRADE BREAK BREAK GRADE BREAK COUNTER SLOPE SIDEWALK- SIDEWALK - SLOPE IN EITHER DIRECTION SIDEWALK- 50%MAX. SEE NOTEfi SEE NOTE SEE NOTE 6 * *a TOP OF * * * * 1.5 OR FLATTER RECOMMENDED FOR ROADWAY --� * _ -- * DESIGWFORMWORK(2%MAX.) 7.5%OR FLATTER RECOMMENDED FOR DESIG WFORMWORK (8.3% MAX.) CURB RAMP LANDING DEPRESSED CURB AND GUTTER - CURB RAMP CURB RAMP SEE NOTE 7 l\\ SEE STANDARD PLAN F-10.12 LANDING SCOTT 2Ef \ ^ A 1 01 WASHY SECTION OB 'Se'k SECTION O 1 CONTRACTION JOINT O (TYP) - SEE STANDARD PLAN OVIDE (ALONG INSIDE RADIUS AT BACK OF WALKWAY) FOR CURB RAMP LENGTHS GREATER THAN 8' - 0" PROVIDE CONTRACTION JOINT EQUALLY SPACED 4'- O' MIN. OC. ¢ "CEMENT CONCRETE CURB RAMP "CEMENT CONCRETE CURB RAMP 9o'AB A�01 ST4•Atio \� TYPE SINGLE DIRECTION A" PAV LIMIT - TYPE SINGLE DIRECTION B" PAY LIMIT - 'rg �G SEE NOTE 7 SEE NOTE ] TONAL 1' 1" (IN) RADIUS DETECTABLE WARNING SEE_M Zeller, Scott ••• •••• STANDAR PLAN -, it./•"(-/(_ tun 242016 ]:21 AM • CORNER """ - •••••• STANDARD PLAN F4fi.10 .. ......... PEDESTRIAN CURB •••••• SINGLE DIRECTION DEPRESSED CURB AND CURB RAMP GUTTER -SEE NOTE 5 go- ANGLE STANDARD PLAN F-40.16-03 RADIUS MAY SHEET 1 OF 1 SHEET VARY APPROVED FOR PUBLICATION 1'-0" L/4n ,m, xu x"ezxs.m ISOMETRIC VIEW ISOMETRIC VIEW TYPE SINGLE DIRECTION A DETAIL OC TYPE SINGLE DIRECTION B TT� we.nlr,.rer, score Eo.p E,m,.m ertA,,.P=nen", PAY LIMIT PAY LIMIT I/ r} Call 2 Working Days Before You Dig 811 Utilities Underground Location Center (ID,MT,ND,OR,WA) r SAMUE< P of WASy/4 P �1 �� 1 i.7► �6NAL 6/Z5/ZOZ/ D.R. STRONG CONSUL TING ENGINEERS ENGINEERS PLANNERS SURVEYORS 620 - Ah AVENUE KIRKLAND, WA 98033 O 425827.3063 F 425.827.2423 -BAND' OR BETHANY CORNER NOTES 1. IM D ENS ONS FOR THE PART T S USED 0 ASSEMBLE THE BASE CONNECTIONS ARE INTENTIONALLY NOT SHOWN. BASE CONNECTIONS ARE PATENTED, MANUFACTURED PRODUCTS THAT ARE IN COMPLIANCE WITH NCHRP 350 CRASH TEST CRITERIA. THE BASE CONNECTION DETAILS ARE SHOWN ON THIS PLAN ONLY TO ILLUSTRATE HOW THE PARTS ARE ASSEMBLED. 2. A 2` (IN) POST WITH A 2 1/4" (IN) PSST ANCHOR OR A 2 1/4" (IN) POST WITH A 2 1/2" (IN) PSST ANCHOR MAY BE SUBSTITUTED. SEE CONTRACT PLANS. PERFORATED 3 STEEL SQUARE HA T TH Q L POST SHALL MEET E REQUIREMENTS OF WSDOT STANDARD SPECIFICATION 9-06. 4. USE ONLY BASE CONNECTION MANUFACTURER SUPPLIED HARDWARE THAT MEETS THE REQUIREMENTS OF WSDOT STANDARD SPECIFICATIONS 9-06 AND 9-28. MOUNTING ON EXISTING METAL POLE OR LUMINAIRE EDGE OF TRAVELED ROADWAY 90 30'� 4' MIN. T EDGE OF NUN FOR REFLECTORIZED SIGNS: MOUNT „ FACING Y(degree) OUTWARD IF SIGN ;ALVANIZED BOLT WITH IS WITHIN 30 FEET OF ROADWAY GALVANIZED WASHERS. SIGN FACE ORIENTATION 2" SQUA METAL POST z U O U1 I T P F AN H SIGN POST (LOWER SOLAR � � TUBE) 0:: FINISHED j nD UN z LINE LOWER SIGN 5/16- (IN CORNER BOLT POST SUPPORT Oh 3/6" )(IN) FLANGED SHOULDER BOLT WITH NUT AND WASHERS 2 REQUIRED (TYP.) ' Z BOLT STOP m -, ICN POST >` TYPE ST-4 SIGN SUPPORT t LOWER SIGN POST SUPPORT •-• 2.25" (IN), 7-GAGE, HOT -DIP GALV., IN. HEAVY-DUTY ANCHOR LAM COMMERCIAL CONCRETE MOUNTING ON METAL POST SIGN MOUNTING ON SINGLE STD. PLAN- 129 PUBLIC WORKS METAL POST DEPARTMENT APPROVED: d O ADOPTED v TYPE 'A' 7-1/2" X 7-1/2" PRESSURE TREATED CEDAR POST 1/2" 0 45' CHAMFER ALL EDGES- (2)#4 HORIZ. TOP & BOTTOM & (2)#4 VERTICAL (PER SIDE) 1/4" CHAMFER ED CRUSHED SURFACING TYPE ,B' 1" 0 45' CHAMFER ALL AROUND TOP PAINT TOP 5" WHITE ALL AROUND REFLECTIVE MARKER (TYPICAL BOTH SIDES) 1" DEEP NOTCH ALL AROUND 1/4„ GALVANIZED STEEL HASP FOR LOCK 2 x6" STEEL HINGE WELDED TO 9-1/4"x9-1/4" STEEL DOOR WITH 3/4" RADIUS ON 2 OPEN CORNERS 30" AN D PLATE SPACER. 1/4" GALVANIZED STEEL PLATE SPACER 1/2" DIA. x 2" ANCHOR BOLT, WELDED TO SPACER 2"0/8" JOINT MATERIAL CONCRETE SIDEWALK 18'12" 12' NOTE: 2" MINIMUM CLEARANCE BETWEEN REBAR & CONCRETE SURFACE. REMOVABLE WOODEN BOLLARD T O ADOPTED CITY OF RENTON STANDARD PLANS T O IST DATE: 04/04 .._..._. _.. nWr NALAF• wn91 CP PAC'F• (-In�l1 6 RAISED EDGE DETAIL 1 -0" 6 SIDEWALK LEVEL ..J 1/2" E7(7END SIDEWALKTRANSVERSE JOINTS TO INCLUDE RAISED EDGE 3/8' (IN) PREMOLDED JOINT FILLER 1/2" (IN) R. TYPICAL WHERE APPLICABLE ROU DING 2.0% 1 1/2" (IN) R. (TYP.) ,'• • I FOR CURS DETAILS 1.5% SEE STD PLAN 101 1' (IN) R • ►. • P'. 1`t : �P ..• • -- _ STING ROADWAY 2 R C USHED ROCK HAS SEE RAISED EDGE I - 1' -0' SIDEWALK DETAIL -THIS SHE `TYPICAL UNDER CRUSHED SURFACING TOP COURSE(CSTC) ALL CUTMIN. SIDEWALK OMPACT TO 95% MODIFIED PROCTOR SLOPESWITH RAISED EDGE (UNLESS REQUIREMENT WAIVED BY 1/2' (IN) R. (TYP.) ENGINEER) TYPICAL UNDER ALL CURB, GUTTER 11 SIDEWALK CSTC UNDER SL _2.0% 1 1 5% FOR CURB DETAILS CURB 5 GUTTER TO BE 5'THICKNESS OR ASP s - SEE STD PLAN 101 ATCH ROCK BASE, WHICHEVERING RIIS GREAT R ((TYP.WAY DFOR jt °F1p- • ° ALL CURB a GUTTER). iF FINISHED GRADE 1 IN BELOW 1 _ 2'p SIDEWALK - TOP OF CONCRETE SURFACE ADJACENT TO CURB MIN e -0" V-0' 12' (IN) R. (TYP.) I I ROU DING • I 1, 2.a% 1 1.5% FORCURPLAN IM SEE srD FUw 101 BRIDGE OR PEDESTRIAN�vn�P- 1•k. rL RAILING S�1'H 4 y FOR cuRe DETAILS ADJACENT TO CURB � L s 1 = } BARRIER -SEE SIDEWALK SEE STD PLAN 101 (STEEP FILL SLOPES) `.: CONTRACT PLANS �--WALL OR BARRIER _, (i L 1_(11 U r, / I 12" (IN) R. (TYP.) / / I SIDEWALK 1 ;� FLUSH 1.5% L zl. IL a _ II 112 N) FL VERTICAL WALL- -` SEE DETAIL ► • • J 3/8" (IN) PREMOLDED a ►' 1 S .. JOINT FILLER ADJACENT TO CURB AND RAILING OR WALL PRe(MNtiLDED JOINT FILLER FOR SIDE - �' h - 1, BUFFER STRIP }� ~ �I.; TREATMENT sloewAuc SIDEWALK ADJACENT TO WALL DETAIL T ..1� SIDEWALK (SEE NOTE 10) +,� I 12' IN R. ti:4 LL L SECTIONS - ( ) _ '.. 1.5% CTVP) FOR CURB DETAILS 1.5%MIN. SEE STD PLAN 101 - �I ] • 1)0 j OR MATCH FINISH 4" WIDE. SMOOTH tiTROWELED PERIMETER FINISHED GRADE 1-(IN) BELOW TOP OF CONCRETE SURFACE FOR PLANTING - FLUSH IF PAVED ,�r 1 1Vj e'_Y /CEMENT CONCRETE CURB ADJACENT TO BUFFER STRIP i ~ �\ - (cuRe AND GLITTER sllowN) FOR CURB DETAILS SEE STD PLAN wi 'l (,` NOTES / y. \ ., % - /1A•TO tM• 1:�1 1. Four feet of the sidewalk width shall be the minimum pedestrian j%�� CONTRACTION JOINT • • ' IN SIDEWALK ONLY ► l• , accessible route )PAR) free of vertical �%' •� • �. r and horizontal obstructions. Gratings, Fv" �.�i • ••! 4 1, Access Covers, Junction Boxes, ` �� FULL -DEPTH EXPANSION JOINT IN BOTH Cable Vaults, Pull Boxes and other s i� CURB AND SIDEWALK (SEE STO PUN 101.1) ( appurtenances within the sidewalk ors' (C) CONTRACTION JOINT C,i_ must be flush with surface, and match grade of the sidewalk. \ JOINT AND FINISH ` DETAIL 2. Monolithic Cement Concrete Curb and "v • fr �2 • - Sidewalk Is not permitted in new For Other referenced NOTES see' �.. • •� ' • .e�; - - construction. When replacement work $TD PLAN 104.2 1 1 necessitates a Monolithic Cement Concrete Curb build per WSDOT ti -•.-) ti . PREMOLDE JOINT FILLER Standard Plan F-30.10.03 Paved surfaces must Comply with I', i_' ',•.r aI STD PLAN 102.1 as applicable. E FULL -DEPTH 3. Concrete to be 4,000 PSI. PP EXPANSION JOINT n r .• _ , STD. PLAN - 102 =r, PUBLIC WOR • KS E C MENT CONCRETE'.. DEPARTMENT k5 rSIDEWALK PPfZU, ED: ;r ' e T 17 I 1y-., i 54 l C.-'. �� ��',� °,1'15':_i S ....- , ,i.. � �,= _ �•�': `Tit.'• A TYPE 'A' PRESSURE TREATED 7-1/2" X 7-1/2" CEDAR POST (2)#4 HORIZ. TOP & BOTTOM & (2).#4 VERTICAL (PER SIDE) 1/4" CHAMFER SURFACI CRUSHED SURFACING NOTE_ 2" MINIMUM CLEARANCE BETWEEN REBAR & CONCRETE SURFACE. TYPE 1" ® 45• CHAMFER ALL AROUND TOP PAINT TOP 5" WHITE ALL AROUND REFLECTIVE BOTH SIDES) i DEEP NOTCH ALL AROUND 1/2" 0 45' CHAMFER ALL EDGES SLOPE CONCRETE FOR DRAINAGE 2"0/8" JOINT MATERIAL CRETE SIDEWALK FIXED WOODEN BOLLARD Oti O ADOPTED CITY OF RENTON ♦ y� STANDARD PLANS 1ST DATE: G4/04 _,- „- ----- -..Y .--. nV'J(: NANAF• 1-1099 GP P4rl:7. Nn,)? 7 CITY COMMENTS JSM 4.12.19 SURVEYED: SCALE: SPF VERTICAL: NAVD 1988 8 REVISED FRONTAGE GRADING PER GAS MAIN JSM 12>14>20 DESIGNED: AS NOTED HORIZONTAL: NAD 1983/1991 9 REVISED FRONTAGE PER CITY COMMENTS JSM 1>15>21 JSM 10 REVISED VAULT CONTROL STRUCTURE JSM 5>9>21 DRAWN: CWA ONE INCH DATUM Y� r�l 11 RECORD DRAWINGS JSM 6.25.21 CHECKED:AT FULL SCALE JSM es vs�s IF NOT ONE INCH N 0. REVISION BY DATE AP P R APPROVEDSCALE ACCORDINGLY M• ' IA! C TY OF =� RENTON Planning/Building/Public Works Dept. u' 8 u� 6 3 U 6 L i �zy E C L J ul 9 Lu y UI Q NIA ,6 N Z U) N O 0UJ U U. w o N yF Z a Z W LU W Q W Q O W ? Y O 2 W LL O Q CD0 a'm Q _r17 81 X N Z M- r')W W EL t W 04 OZ J J LD m 0 "L U O OFa- O o W(D W_J a M J _= 3~ m JO Q a mW J W =5. 0 a ZaH W 3 m o O Q L o cna Q U 2 IY J UJ J a S O LL W W a m Z p W a m 2 JZ0 (� WO O FO In�W JLoll Jto0 a _� �O� Qvo aw3 °w (7J cilLU mH tnQ ��O u)0: (n0J Z 00, Z Tn ~~ D mm F (Fn W U71 � V) na W 0a0 0 LL_J 05� CI_ Q Z N C6 V lf1 (O Z f Z J y� `• U GROUND MOUNTED STD. PLAN- 134 PUBLIC WORKS STREET NAME SIGNS DEPARTMENT APPROVED: (FOR SPEED LESS THAN 40 MPH) 16 GATE NO PARKING FIRE LANE NO PARKING SIGN MUTCD TYPE R7-1 DETAIL: N TS AS -BUILT NO AS -BUILT INFORMATION ON THIS SHEET. "l CERTIFY THAT THE INFORMATION SHOWN HEREON WHICH WAS AS -BUILT BY D.R. STRONG, AND MAY INCLUDE LOCATIONS, ELEVATIONS, DEPTHS, PIPE SIZES, AND AS -BUILT COMMENTS, ACCURA TEL Y REFLECTS EXISTING FIELD COND17/ONS AS DETERMINED BY ME OR UNDER MY DIRECT SUPERVISION ON THIS DA7F° 051181202 1." T-400601 R-400609 IN COMPLIANCE WITH CITY OF RENTON STANDARDS N (0 C) 00 I� W Z I� 0 DATE: BETHANY CORNER 11.29e16 FIELDBOOK: Z ROAD & STREET SIGN DETAILS PAGE: DRAWING N0: 16433 & 16451 111 TH AVENUE SE C9 RENTON, WASHINGTON 98056 SHEET A OF, 19 MW y W DRS PROJECT NO. 16062 NE 114 SECTION 29, TOWNSHIP 2J N, RANGE 5 E, W.M. rr W z rr 0 `Ur z a 2 W W 0 r O O CN Ors 0 N 0 0 W 0 I 0 0 m� Q 0 0 w 0 C3 1-1 I C, Q Z 0 N O 0 C) N z J 3/9'4DLDED JOIr1T rILLER 1/2" R. -,, I I � A PLAN MEW CL41ENJ ME OF FACE CW IIII.�--FT8ri1EIY6E I d 1/2' 13• 0.41191 ' -- FRNAENC Q%TE-NOTINGLU@Ea 1' 4 , - N OWM MI6 OIIA'TH4 90 I'm SLOPE * - Lr f TOP OF r y • F 7 • , I • _ 111 GURBAND ISUTTER 120TIEM F GATCIf B1#14 - N4T &OL U0f I3 1N CL171T'O GUTTER 913 IrEM F I J SECT101t 0 N0Tr'S- TFIO kyter'It of tNe design is to taoilitwe tpe removal of a ca" basin WiM MInImal ddstu rhermDa of the cuirb, 2. The expansion phta of the - eIdlawnt oldwwalk ehAI be adju sted W he In f y Ilne with them curb exp#MalO+t j4li�S. �. � x I I I PUBLIC WORKS v I i ISO"C VIEW CEMENT CONCRETE CURB iNSTALI ATION AT CATCH BABIRS t Ai@ �- FACE OF CURB - 6 1 /2 5 1/2" _ 1" 112" R. 1" R. 1:24 ( ( TOP OF 'D 1/2" R. ROADWAY 1 N � ( T � V-6" _ T CEMENT CONCRETE TRAFFIC CURB AND GUTTER FACE OF ADJACENT CURB 6 1/2"-- FLUSH WITH GUTTER PAN AT SIDEWALK RAMP ENTRANCE 1:12 1:24 TOP OF 1/2" R. ROADWAY �T 1 61. DEPRESSED CURB SECTION AT SIDEWALK RAMPS 3/8" BETHANY CORNER _ 6" _ CEMENT CONCRETE 1/2" R. 1" R SIDEWALK RAMP VARIES OR LANDING FROM -' 6" TOO 6' 3/8" PREMOLDED JOINT FILLER CEMENT CONCRETE PEDESTRIAN CURB AT SIDEWALK RAMPS AND LANDINGS FACE OF ADJACENT CURB 6 1/2 SEE DEPRESSED CURB DETAIL THIS SHEET 1:24 TOP OF 1 �_l 1/2" R. ROADWAY 1" �T 1 -6 DEPRESSED CURB SECTION AT RESIDENTIAL DRIVEWAYS ONLY. FOR COMMERCIAL DRIVEWAYS SEE STD PLAN 104.2 FACE OF CURB FACE OF ADJACENT CURB • • ► ;�• • GUTTER SURFACE PREMOLDED JOINT FILLER E FULL -DEPTH EXPANSION JOINT 6 1/2 5 112_ _ 1" 112" R. 1" R. 1 ) TOP OF ED ROADWAY I a 8 1 /4" CEMENT CONCRETE TRAFFIC CURB DEPRESSED CURB DETAIL AT RESIDENTIAL OR COMMERCIAL DRIVEWAYS, AND ALLEYS GENERAL NOTES: 1. See standard plans 102 and 101.1 for curb expansion and contraction joint spacing. 2. Expansion joint shall be full depth, 3/8" (in.) premolded joint filler. 3. For Depressed Monolithic Driveway Curb & Gutter Section, see Standard Plan 104.2 STD. PLAN - 101 PUBLIC WORKS CEMENT CONCRETE CURBS F'P11 DEPARTMENT t T CONSTRUCTION NOTES: 1. ALL TRANSPORTATION INFRASTRUCTURE FEATURES ARE TO BE MAINTAINED ON LEVEL GRADE IF THE SURFACE LEVEL FROM CONSTRUCTION IS CHANGED (I. E. JUNCTION BOXES, LUMINAIRE POLES, TRAFFIC SIGNAL POLES, SIGN POSTS) 2. ALL OTHER TRANSPORTATION INFRASTRUCTURE SHALL BE PROVIDED TO BE ON LEVEL GRADE ONCE CONSTRUCTION IS COMPLETE. 3. ALL EXISTING OR PROPOSED TRANSPORTATION FEATURES WITHIN THE PROJECT CONSTRUCTION l =� LIMITS SHALL MEET CURRENT ADA STANDARDS (I.E. JUNCTION BOXES SHALL HAVE NONSKID LIDS) � PUBIdC WORKS TRANSPORTATION NOTES • DEPARTMENT r Call 2 Working Days Before You Dig 811 Utilities Underground Location Center 0D,MT,ND,0R,WA) >r SAMUE� ,p� � of wasy��tii�i /CNAL 6/Z5/ZOZ/ Nil 6F� WI'W AK 4C>.22,�'; 047YS4MD 4&-MIe PATCaIA.G ... 1 - 824:55 64P O.C. /'- OU751DE D/A . 41'COA/C. c 4v ' 4. I � • a . 6 II COMPAC �D EL Ev�i T�D/V SECT/QV »�,"Eco �c�r�vN NOTE: 1. STANDARD MONUMENT CASE AND COVER WASHINGTON STATE DEPARTMENT OF HIGHWAYS 1976. 2. THE CASTINGS SHALL BE GRAY -IRON CASTINGS, ASTM DESIGNATION A-48, CLASS 40. THE COVER AND SEAT SHALL BE MACHINED SO AS TO HAVE PERFECT CONTACT AROUND THE ENTIRE CIRCUMFERENCE AND FULL 14IDTH OF BEARING SURFACE. 3. WHEN THE MONUMENT CASE AND COVER ARE PLACED IN CONCRETE PAVEMENT, A CEMENT CONCRETE BASE WILL NOT BE NECESSARY. 4. SEE CITY OF RENTON SUPPLEMENTAL SPECIFICATION SECTION 7-05.3(1) FOR ADJUSTMENTS TO GRADE. D.R. STRONG 7 CITY COMMENTS CONSULTING ENGINEERS $ REVISED FRONTAGE GRADING PER GAS MAIN 9 REVISED FRONTAGE PER CITY COMMENTS ENGINEERS PLANNERS SURVEYORS 10 REVISED VAULT CONTROL STRUCTURE 620 - 7th AVENUE KIRKLAND, WA 98033 11 RECORD DRAWINGS 04258273063 F 425.8272423 FNO. REVISION BID ITEM (INCLUDES SIDEWALK RAMPS) 6'MW. VARIES ISEE NOTE 7) BAWN. (SEE NOTE 8) (SEE NOTE I) 10 LF OF PAVED DRNEWAY REOUIFLED 0r8' EXPANSION JOWT (TYP.) (SEE STD. PLAN 177) CEMENT CONCRETE SIDEWALK ri. SEE NOTE 5 PLANTER STRIP CONSISTE T SLOP g H CCNST RUCTION JOINT SEE NOTE J CEMENTCONCRETE FUAPWITH12H tV SLOPE (7YP.1 0 CURB&GUTTER ;SEE NOTE T) Ye' CONTRACTION JOINT (TYP ) (SEE STD. PLAN 10?) PLAN VIEW VARIES (SEE NOTE 10) & 7% LUX SEE NOTE 81TYPI :I fiLAIN 6'MIN CEMENT CONCRETE' 6' MIN DEPRESSED LURE &GUTTER \ SIDEWALK M' EXPANSION JOINT nYP) (SEE NOTE O) SECTION O )SEE STD. PUN 1021 ' .DIFFERENCE IN SLOPE MAX - DRIVEWAYWI SITNE SLOPE (SLOPE SHOWN EXAGGERATEDI 15Y, isx _ / DRIVEWAY 8'MIN c'I.vl 4 r C r ° uDRNEWAY WI RELATIVE �_ SE ON O CEMENT CONCRETE SIDEWALK TYPE R1 B - ISOMETRIC VIEW (RESIDENTIAL, WITH BUFFER) For NOTES STD. PLAN 104.2 ticY O STD. PLAN - 104.3 vo 'r PUBLIC WORKS CEMENT CONCRETE DRIVEWAY R WED DEPARTMENT ENTRANCE -TYPE RIBelizi Z FNTO / aTE f Monument Case & Cover l�Y ADOPTED U A CITY OF RENTON ♦ ��_ � STANDARD PLANS "PAN TOE L.ST DATE: 1 -Feb-89 DWG NAME: HR-04 SP PAGE: HO31 JSM 4.12<19 SURVEYED: SPF JSM 12°14°20 DESIGNED: JSM JSM 1 °15°21 JSM 5°9°21 DRAWN: CWA JSM 6.25.21 CHECKED:JSM BY DATE APPR APPROVE SCALE: AS NOTED ONE INCH AT FULL SCALE IF NOT ONE IN SCALE ACCORDINGLY Gregg Zimmerman, Public Works Administrator I 4' PLANTER STRIP 4' FACE OF SIDEWALK MAILBOX CONCRETE PAD DETAIL STA. 9+62.00, 14.50' LT 111 TH AVE SE �.1�• CO VE. aIDL9NAtJC ;% TYPECIB- ISOMETRICVIEW (COMMERCIAL, WiTH BUFFER) NOTES 1. When a driveway width exceeds 15 fee{, construct a full depth expansion jotnt with 318" jolnt Pifer along the driveway lane fines (see sid. plan 102). Construct expansion Joints parallel with the centerllne as required at IF maximum spacing when driveway widths exceed 39. 2. See aid, plan 102 for sidewalk details. 3. Curb and gutter shown, other curb designs may be specified. Sae std. plan 101 for curb details. 4. Not used. 5. The englneerwill design all driveways to Include elevations at all points marked with symbol W. All elevations are at the back of curb top on uphill aide. 6. Not used. T. For Driveway Widths see DRIVEWAY STANDARDS (See NOTE 10), The expansion joints (sae etc. plan 102) shall be spaced Be shown In the corresponding Isometric view. 8. Slopes shag comply with sections R303,2.1 or R303.2.2 or R303.2.3 of the Revised Draft Guidelines for Accessible Public Rigbts-of-Way ofNovember 23, 2005 (PROWAG). 9. Curb returns for any Type C-MAX Driveway may be approved on CEMENT CONCRETE CURB 4 OUTTER {SEE NOTE 9) Kffl*C SHEET) SEEO- SEEDEIPRESSEDCURBDIE CONTRACnNONT - ON THIS SHEET A182 \STD OP1rCR a. • TO' r ( NOTT ORNEWAYLONGITIJ rILer�ANBION Jolt T 8WW- BE Ft1LLDEPTH DEPRESSED MONOLrTHIC CURB 13 GUTTER DETAL FACE OF ADJACENT CURB 1 y-r T-� a case -by -case basis. SURFACE '' �" % ° -, •L1•P_ - n P. 10. STREET STANDARDS = Renton Municipal Code (RMC) \- ° a a p h TWe IV Development Regulations P c `. CHAPTER 6 STREET AND UTILITY STANDARDS \ P^ P o • P Section 4-"60 STREET STANDARDS DEPRESSED CURB DETAIL AT RESIDENTIAL OR COMMERCIAL DRIVEWAYS, AND ALLEYS DRIVEWAY STANDARDS = Renton municipal Code (AMq Title IV Development Regulations Driveway Example: TYPE CI B CHAPTER 4 R=R eldelft, C AWTIGIVI&I CITY-WIDE PROPERTY DEVELOPMENT SUNDARDS NUMber of lanetl, Section 4-4-M PARKING, LOADING AND DRIVEWAY (MAX=4 Len° CommtlnlaQ / REGULATIONS B=surter { 4".ng Strip). afar Buffer + PUBLIC WORKS CEMENT CONCRETE DRIVEWAY'PLAN 104.id DEPARTMENT ENTRANCES - NOTES AND DETAILS ATE J"x FULL EXPANSION ANCHOR BOLT-1 PATTERN PER a N. D. C. B. U. PEDESTAL TEMPLA TE ° a 1'-6" FRONT VIEW NO TES. SIDEVIEW 1. INSTALLATION OF N.D.C.B.U. (INCLUDING CONSTRUCTION OF BASE) WILL BE DONE BY U.S. POSTAL SERVICE 2. DO NOT PLACE MAILBOXES NEAR CATCH BASIN GRATE; 15' MIN. DISTANCE CLUSTER BOX UNIT (C. B. U.) MAILBOX INSTALLATION (16 BOX UN/ T) LISPS STANDARD CLASS 4C CBU NTS T-400602 R-40061 0 AS -BUILT IN COMPLIANCE WITH CITY OF RENTON STANDARDS NO AS-BUIL T INFORMA TION ON THIS SHEET. "/ CERTIFY THAT THE INFORMATION SHOWN HEREON WHICH WAS AS -BUILT BY D.R. STRONG, AND MAY INCLUDE LOCATIONS, ELEVATIONS, DEPTHS, PIPE SIZES, AND AS -BUILT COMMENTS, ACCURATELY REFLECTS EXIS77NG FIELD CONDITIONS AS DETERMINED BY ME OR UNDER MY DIRECT SUPERVISION ON THIS DATE 051181202 1." VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/1991 DATUM C TY OF =� RENTON Planning/Building/Public Works Dept. N O T 001 L C) C) T W z 0 DATE: U BETHANY CORNER 11.29.16 FIELDBOOK: z ROAD & STREET SIGN DETAILS PAGE: DRAWING N0: T 16433 & 16451 111 TH AVENUE SE C10 RENTON, WASHINGTON 98056 SHEET 10 OF: 19 MW W DRS PROJECT NO. 16062 W z rr 0 U z a W m 0 0 0 N 0 W 0 i �I 0 �I 0 m� Q 0 z 0 W 0 m Q z 0 N O 0 0 N z Ld L, fI 3.5' W Z � 0 � a � O W �O W 5' CEMENT 8' CONCRETE PLANTER SIDEWALK 1.59 MAX. 6" CURB 4 " HMA CATCH BASIN & STORM SEWERS (TYP.) 6" CRUSHED ROCK BASE - COMPACTED SUBBASE 111TH AVENUE SE 60' R.O. W. WIDTH 20'-22' PAVEMENT WIDTH 14' LANE f6-8' EX PAVEMENT VARIES t 13' - 15' W 2' 2 Z� k? J C9 L W o v VAR/ES t3.1' - 3.8' EX. 8" SANITARY SEWER NTS URBAN RESIDENTIAL PUBLIC ROAD 25 MPH DESIGN SPEED 0 0 W 5' CEMENT 8' CONCRETE PLANTER SIDEWALK 1.59 MAX. CATCH BASIN & STORM SEWERS (TYP.) r� Call 2 Working Days Before You Dig 811 Utilities Underground Location Center (ID,MT,ND,OR,WA) 6" CURB SE 165 TH ST 27 8" SS 4" HMA 6" CRUSHED ROCK BASE - COMPACTED SUBBASE 2" GRIND AND OVERLAY HMA 8" WATER MAIN 53' R. 0. W. WIDTH 26' PA VEMENT WlD TH NTS URBAN RESIDENTIAL PUBLIC ROAD 25 MPH DESIGN SPEED 8" WA 27° 6" CURB NE 1/4 SECTION 29, TOWNSHIP 23 N, RANGE 5 E, W.M. BETHANYCORNERADA RAMP NOTE: 8' 5' CEMENT PLANTER CONCRETE SIDEWALK MAX. HAMMER -HEAD TURNAROUND iC%k N TS C�/GJ/GC/G/ 0 O C, 1' MIN. FLAT BACK OF CURB (TYP.) 1 MAX' SLOPE A FG 426.66-1 FG 426. ADA RAMP DETAILS SCALE: 1 "=10' CR-4 R = 25.00' d = 90'00'00" L = 39.27' POINT FL. ELEV. TBC ELEV. 13 425.51 426.01 14 425.64 426.14 15 425.83 426.33 16 426.05 426.55 17 426.26 426.76 DESIGN SLOPES AS SHOWN SHALL CONTROL OVER SPOT ELEVATIONS FOR RAMP CONSTRUCTION. CONTRACTOR TO VERIFY SLOPES ON FORMWORK PRIOR TO INSTALLING CONCRETE. 5TH ST LOW LINE HAMMERHEAD U FG 425.91 �r FG 426.,20 FG,, 426. j27 FG 425.99---------------------- TC 426.30 BC 426.30 CR-5 R = 25.00' A = 89 5959" L = 39.27' POINT FL. ELEV. TBC ELEV. 18 426.46 426.96 19 426.28 426.78 20 426.18 426.68 21 426.15 426.65 22 426.21 426.71 POINT 13=STA. 22+10.37, 13.00' LT (SE 165TH ST) POINT 18=STA. 22+55.37, 38.00' LT (SE 165TH ST) POINT 17=STA. 22+35.37, 38.00' LT (SE 165TH ST) POINT 22=STA. 22+80.37, 13.00' LT (SE 165TH ST) STATIONING IS AT FLOWLINE STATIONING IS AT FLOWLINE tlol x1. 432.98 N �" FG 433.09 FG 433.02 . 424 G 43 .1 1.59 432.9i FG 4 .22 FG 423.94 1.59® O 433.03 FG o FL 432.74 0 F6--��' . FG 433.00 0 4 1 o FL 432.43' 433.06 F 3.66 a NORTH ADA TRANSITION DETAIL SOUTH ADA TRANSITION DETAIL SCALE: 1 "=10' AASOHHALT DRIVEWAY APRON ADDED FOR NEIGHBORING PROPERTY. SWALE FROM NORTHERN WALKWAY CONTINUES 70 CURB FLOW LINE. 16' SHARED DRIVEWAY TRACT 16' PAVEMENT WIDTH 3 13 ? Zv JI JQ 6" THICKENED EDGE , 27° COPE ¢� 2lgX 4 " HMA ---- 6 CRUSHED ROCK BASE TRACT B N IS D.R. STRONG 7 CITY COMMENTS CONSULTING ENGINEERS s REVISED FRONTAGE GRADING PER GAS MAIN 9 REVISED FRONTAGE PER CITY COMMENTS ENGINEERS PLANNERS SURVEYORS 10 REVISED VAULT CONTROL STRUCTURE 620 - Ah AVENUE KIRKLAND, WA 98033 11 RECORD DRAWINGS 0 425.827.3063 F 425.827.2423 N0. REVISION JSM 4.12.19 SURVEYED: SPF JSM 12.14.20 DESIGNED: JSM JSM 1.15.21 JSM 5.9.21 DRAWN: CWA JSM 6.25.21 CHECKE JSM BY DATE APPR APPROVE SCALE: 1 "=10' ASPHALT 7RAN9770111 RAMP AND 2 SIDEWALK PANELS DELETED DUE 70 IMPACT ON NEIGHBORING DRIVEWAY AND PROPERTY. 4 " HMA PERPENDICULAR CURB RAM TC 429.22 TYPE B PER WSDOT ST BC 428.72 PLN F-40.15-03 (TYP I FG 428.36 FG 428.30 TC 428.93 LO BC 428.43 FG 427.92 FG 427.86 " ; 12 p) FG 428.32 W FG 427.57 428.10 W FG 42749 rv, � a I f 428.04 rn FG 42 26 � TC 427.45 BC 426.95 ° A rN� FG 427 88 5.1% TC 427.29 8 �- Og 427.30 BC 426.79 FG 427.82 42724 _ SE 165TH _ FG 428.05 FL 427.41 4 427.'*7 5 s9� /-,E 427.56 a 3 (HIGH POINT) FG 428.11 FG 427.20 a FG 427.81 6.7% ��!•� O FL 427.17 cry °0. p1 a• 427.11 � 27.27 FG 428.09 �% �' c� a �sz ti FG 427.75 ADA RAMP DETAILS SCALE: 1 "=10' CR-1 R = 25.00' A = 12132'47" L = 53.03' POINT FL. ELEV. TBC ELEV. 1 426.99 42749 2 42720 427.70 3 42750 428.00 4 426.95 427.45 5 426.62 427.12 POINT 1=STA. 10+13.43, 14.00' LT (111TH AVE SE) POINT 5=STA. 20+52.03, 10.75' LT (SE 165TH ST) HIGH POINT=STA. 20+26.15, 11.10 LT (SE 165TH ST) STATIONING IS AT FLOWLINE 4' PAVED WALKWAY Z , VAR/ES (14 -16.6 t) -13-F,z TO >c FLOWLINE L zs 2' Z Z O WO J Wa Z) 59 (2, MAX) MATCH EX 2 " GRIND AND FILL EX DITCHLINE ANDS HMA OVERLAY REMOVE EX CULVERTS 6" CRUSHED ROCK BASE CATCH BASIN & STORM SEWERS (TYP.) OFFS/ TE WALKWA Y /MPR0 VEMEN TS NTS AS -BUILT TC 427.49 BC 426.99 -TC 427.42 BC 426.92 • FG 42754 CR-2 R = 15.00' A = 31'47'18" L = 8.32' POINT FL. ELEV. TBC ELEV. 5 426.62 42712 6 426.52 427.02 7 426.43 426.93 POINT 5=STA. 20+52.03, 14.00' LT (SE 165TH ST) POINT 7=STA. 20+59.94, 13.00' LT (SE 165TH ST) STATIONING IS AT FLOWLINE CR-3 R = 25.00' A = 90'14'31 " L = 39.38' POINT FL. ELEV. TBC ELEV. 8 426.84 427,34 9 427.27 ---- 10 427.67 428.18 11 428.07 ---- 12 428.43 428.93 POINT 8=STA. 20+39.16, 13.00' LT (SE 165TH ST) POINT 12=STA. 10+83.43, 14.00' LT (111TH AVE SE) STATIONING IS AT FLOWLINE R-400611 IN COMPLIANCE WITH CITY OF RENTON STANDARDS 00 Ln 0) 0 0 0 a J C) O 0 0 T "I CER77FY THAT 774E INFORMATION SHOWN HEREON WHICH WAS AS -BUILT BY D.R. STRONG, AND MAY INCLUDE LOCATIONS, ELEVATIONS, DEPTHS, PIPE SIZES, AND AS -BUILT COMMENTS, ACCURATELY REFLECTS EXIS77NG FIELD COND177ONS AS DETERMINED BY ME OR UNDER MY LU DIRECT SUPERWSION ON THIS DATE: 05/18/2021." z SCALE: VERTICAL: NAVD 1988 AS NOTED HORIZONTAL: NAD 1983/1991 C T Y 0 =� RENTON ONE INCH IM AT FULL SCALE Planning/Building/Public Works Dept. IF NOT ONE INCH SCALE ACCORDINGLY 0 DATE: U BETHANY CORNER 11.29.16 ROAD CROSS -SECTIONS, CURB RETURNS & FIELDBOOK: z ADA RAMPS GRADING DETAILS PAGE: DRAWING N0: T 16433 & 16451 111TH AVENUE SE C>> RENTON, WASHINGTON 98056 SHEET: 11 OF: ,19 r'W' 1 W DRS PROJECT NO. 16062 co 0 i W W z rr 0 U z a W m N m 0 m 0 0 QD 0 i N �I m Q 0 z 0 w m 1-1 m Q z 0 n N O C) 0 N z Ld L, TRACTB� SENSI TI VE AREA 409 S.F. NE 114 SECTION 29, TOWNSHIP 23 N, RANGE 5 E, W.M. BETHAtVYCORNER I I ► 1 • \ i I rl I I L CB 9, TYPE 1 _ _ _ _ 426 W/SCUPPER INLET 422 - - - SEE DETAIL SHEET C16 F 42 - - - - ------ I STA. 11+88.83, 20.46' L I CB 6, TYPE lI THRU- CURB STA. 21+50.79, 12.37' R 425.1119 RIM �3I 7- 7 i 421.64 1 6" lE IN -*ff.16 (N) 421.I4 12" IE OUT 2;. &C (S) I I 4I / tl 6, 735 S. F. I I 5,948 S. F. FG 426.85 i 1 FG 426.15 I co i5 Ll "I LCPE @ 4-.�9 (P6) 24 I I 2.08 / / I I 10' PRI VA TE I / TORM DRAINAGE /L - ------J EASEMENT (TYP.) J / 23 D 441 RIM - 432.38 r------7 ------7- - - - - - - I�I 12"IEOUT e(S)42Z61 PRI VA TE CB 1, TYPE 1 OR APPROVED EQUAL 9 RIM : �.68 79, 35.50 424.178 I I I� aI 6" lE OUT-4i24-ez (S) 4 145 3 I I 2 I I I 5,948 S. F. I I 1 5, 948 S. F. I I a FG 425.85 I I FG 426.20 I I FG426.75 I I31 3zL LF 12" LCPE 6" PVC STORM I I p 44Aq (P402) I I I I I I STUB (TYP.) I 1 5.78 I I I CB 401, TYPE 1 STA. 20+56.53, 12.17' R I o L - - - - J 426.66 RIM oI �� --42T30- - 6" lE IN-rzz�� (N)- - - zz 421.78 12" IE IN-2;. 9; (E) - - - - 42t.-78-12" lE OUT (S) I. -24 LF 12" LCPE © 4-3 7. (P401) I CB 402 TYPE 1 Q26 � 22+00 21 +� 165TH S *lo! ® e - RA�1 DRAINAGE (- - - - - - - 4 B.60 RIM -4 6 4 9.�2- 12" lE IN �Fz9-�� (W) I -- - 11 ------ ------------ L12" ROOF LEADER N I EA E�1ENT (TYP) f I 9. 12" lE IN 096L. 4�z (N) - N I 4ST TYPE p2 I I" y CLEAN -OUT WITH 6" I N `� L - - CB 5, 1 THRU-CURB I 9I92 12" lE OUT 4z' 45z (S) -------------------------F ROOF DRAIN LINE (TYP.) - - - I 4------------ - I STA. 21+50.79, 12.37' L I I I ---- --------- 4____________-- 425.02 RIM 24-s� ^^-2;�� I 27 LF 12" LCPE I ------------- 4 -_-- I I I 421.08 6., lE IN (s) I -------------a= �+ V I 420.97 12" lE IN ^2;.4;; (N) I I I @ 16.74% (P4)I -----------` TRA-Qi A:_ 6, 447 S. F. I 420.92 12" lE OUT -2; 0; (E) 8 I I I I 9 I--------------- FG 426.90 I I 6,148 S.F. I I 6,148 S.F. I STORM DRAINAGE I 8�036 F. 00_________� FG 425.80 7 I I I I FG 425.80 I ----- ----- FG 421 I____________ I INLET 1 12" VAULT INLET _ _ I 5,889 S.F. PRIVATE CB 2, TYPE 1 STA. 20+56.53, 38.46' L -------- FG 426.30 OR APPROVED EQUAL I I 12" IE IN 416.00 (N) I --------------u-------------- A STA. 21+50.79, 35.50' L OUTLET 1 12" CONTROL STRUCTURE 425.72 R/M �= _ u------------ - I----------- -u------------- 42217 6" IE OUT F (N) AND VAULT OUTLET STA. 9+12.47, 36.43' L - - - L - - - - - - J L - - - - - - J 12" IE OUT (E) I --------- --g------------ - L- - - 42 - 1410.15 q --------- - - - - - - - 424 255 LF 6" PERF PVC _- -------------- u---------- @ 0.507, (P17) - - - - - TRENCH DRAIN OUTLET, BEVELED END SEE DETAIL SHEET C15 DISCHARGE TO EXISTING DITCH STA. 32+89.24, 0.00' R 6" IE 419.31 AS -BUILT "I CERTIFY THAT THE INFORMATION SHOWN HEREON WHICH WAS AS -BUILT BY D.R. STRONG, AND MAY INCLUDE LOCA7ONS, ELEVATIONS, DEPTHS, PIPE SIZES, AND AS -BUILT COMMENTS, ACCURA7FLY REFLECTS EXIS77NG FIELD COND17IONS AS DE7FRMINED BY ME OR UNDER MY DIRECT SUPERVISION ON THIS DATE: 051181202 1." r� Call 2 Working Days Before You Dig 811 Utilities Underground Location Center (ID,Kff,ND,OR,WA) C�/GJ/GC/G/ 10' PRI VA TE STORM DRAINAGE EASEMENT (TYP.) SEE DETAIL ON THIS SHEET COMBINED DETENTIONMET VAULT SEE SHEET C17 FOR DETAILS TRENCH DRAIN CO STA. 30+34.47, 0.01' L RIM 422.60 6" IE OUT 420.58 (W) 48r LF 12" LCPE ® 69 (PJA) 16 2.24 25 z�(r LF 12" Dl __,_� $�9 (P1 A) 5.05 CB 1, TYPE 1, BIRDCAGE INLET STA. 7+74.46, 19.10' L 41&55 RIM 0;9.09 415.74 12" lE IN-0;;L;r (N) 415.52 12" IE OUT 0;;L;;z (S) STA. 20+25.03, 16.38' R _ RIM -0:2A .2 42ZW 12" lE OUT 0!24-44 (W) 423.59 I 1 20 00 19+80 I III - I I I I I I of I SIT -I I I LF 12 LCPE ©3 599 (P9) II 276 3.63 Ii I I I - CB 3 TYPE 2-48" SOLID LOCKING LID STA. 9+ 12.47, 20.46' L I RIM-4;+-95zr 425.10 12" lE IN 0 !;� 88-(N) 41Z75 12" lE IN 0 !;z 88-(W) 417.80 z 6- lE IN 0;8- 44 (E) I 12" lE OUT NA88 (S) 41Z73 10 LF 12" L CPE ©9-9y9(P3) III 2 REMOVABLE BOLLARDS !L J AND 2 FIXED BOLLARDS; PER STANDARD DETAILS H021 AND H022, SEE SHEET C9 (TYP) CB 2A, TYPE 2-48 W/SCUPPER INLET SEE DETAIL SHEET C16 �-- STA. 9+02.49, 20.46' L RIM "-�9 423.92 12" lE IN --8-,3 (N) 417.68 12" lE OUT 01A.84 (S) 41Z68 CB 2, TYPE 1, BIRDCAGE INLET STA. 8+54.86, 20.46' L RIM ^-ter 420.27 12" lE IN ^-,ems (N) 417.43 12" lE OUT-4;A&T (S) 417.37 64- LF 12 DI (P2) C1 53 a 79 't o CB 1A, TYPE 1, BIRDCAGE INLET STA. 8+00, 42, 19.50' L RIM -H8 9-Z- 418.95 12" IE IN 0;;z 41 (N) 416.95 12" IE OUT 01;?31 (S) 417.00 Ems;= a 0:2 - eeooe PIIIi-E 34 LF 12" DI ® 0.92x 12" 1E OUT 415.21 (S) 12" 1E IN 415.07 (N) 25 LF 12" DI 0 a62R I - 12" IE OUT 414.92 (S) I STORM STUB SCHEDULE LOT IE FG DEPTH TO IE 189- 426.89 3.00 421.21 2e9-F- 425.97 3.05 419.40 3 -Oii-E2- 425.91 3.29 420.73 4 426.02 2.50 420.73 5 -Pz'4-�� 426.65 2.69 421.75 64+ 426.95 2.34 420.83 7 023:5� 426.17 2.60 420.73 8 425.65 3.28 420.37 9 425.78 3.21 420.51 *NOTE.• INVERT ELEVATIONS ARE AT RESPECTIVE CLEANOU TS NORTH GRAPHIC SCALE 0 15 30 60 1 INCH = 30 FT. RESTRICTED FOOTPRINT OPEN GRID DECKING CREDIT PERVIOUS PAVEMENT CREDIT TOTAL CREDIT x CREDIT LOT LOT AREA MAX. IMPERVIOUS CREDIT 1 7,119 3,� 3,856 -7� 142 140 476 756 10.6R 2 5,948 3,344 595 522 84 555 1,161 19.5R 3 5,948 3,448 595 418 80 436 936 15.7R 4 5,948 - z"F+ 3,576 595 290 72 405 767 12.9R 5 6, 734 3,,3 3,440 &7 560 72 449 1,061 16. IX 6 -6-, 3 6,447 3,,3 3,642 fr>$ 358 80 703 1,141 I Z7R 7 -5,�5, 9 3 g 3,327 56z 501 84 647 1,232 20.9R 8 6,148 31-38+ 31391 19� 605 72 407 1,084 17.6R 9 6,148 3363- 3,563 fis 433 0 429 862 14.OR TOTAL r 56,329 -29-&1r1-31,569 i51-5ee-31829 684 4,509 9,022 16.0X REV IMPERVIOUS PER REV 77R APPROVED 04129121 VER T/CAL DA TUM: NAVD 88 PER CITY OF RENTON VERTICAL CONTROL. BENCHMARK: 1. CITY OF RENTON CONTROL POINT NO. 1863, FOUND CONCRETE MONUMENT WITH 118" COPPER PIN, DOWN 1.2' IN MONUMENT CASE. INTERSECTION OF 116TH AVE SE AND SE 168TH ST. ELEVATION = 459.078 FEET. 2. CITY OF RENTON CONTROL POINT NO, 1640, FOUND CONCRETE MONUMENT WITH PUNCHED 3" BRASS DISK, STAMPED 'KING COUNTY SURVEY" ELEVATION = 466.086 FEET. BASIS OF BEARINGS: N01 '47'O8'E BETWEEN MONUMENTS FOUND IN PLACE ALONG THE EAST LINE OF THE NE QTR, SIR 29-23-05, COR PT NOS. 1863 AND 1640. 7 CITY COMMENTS JSM 4.12.19 SURVEYED: SCALE: D.R. STRONG SPF VERTICAL: NAVD 1988 8 REVISED FRONTAGE GRADING PER GAS MAIN JSM 12.14.20 AS NOTED HORIZONTAL: NAD 1983/1991 CONSULTING ENGINEERS DESIGNED: 9 REVISED FRONTAGE PER CITY COMMENTS JSM 1.15.21 ENGINEERS PLANNERS SURVEYORS 10 REVISED VAULT CONTROL STRUCTURE JSM 5.9.21 DRAWN: CWA ONE INCH DATUM - 71h AVENUE KIRKLAND, WA 98033 11 RECORD DRAWINGS JSM 6.25.21 CHECKED: AT FULL SCALE 7.7. O 425.823063 F 425.822423 JSM IF NOT ONE INCH N 0. REVISION BY DATE AP P R APPROVED: SCALE ACCORDINGLY M J NO TES: 1. ALL BUILDING DOWNSPOUTS, FOOTING DRAINS, AND DRAINS FROM ALL IMPERVIOUS SURFACES SUCH AS PATIOS AND DRIVEWAYS SHALL BE CONNECTED TO THE PERMANENT STORM DRAIN OUTLET AS SHOWN ON THE APPROVED CONSTRUCTION DRAWINGS #4006 ON FILE WITH CITY OF RENTON. THIS PLAN SHALL BE SUBMITTED WITH THE APPLICATION OF ANY BUILDING PERMIT. ALL CONNECTIONS OF THE DRAINS MUST BE CONSTRUCTED AND APPROVED PRIOR TO THE FINAL BUILDING INSPECTION APPROVAL, 2. CONNECTION TO THE DOWNSTREAM DRAINAGE SYSTEM SHALL BE VIA PERFORATED PIPE CONNECTION, COMPLIANCE WITH THIS REQUIREMENT WILL BE ADDRESSED IN THE DRAINAGE PLAN SUBMITTED FOR RESIDENTIAL BUILDING PERMIT DRAINAGE REVIEW WHEN APPLICATION IS MADE FOR A SINGLE FAMILY RESIDENTIAL BUILDING PERMIT FOR EACH LOT. J. ALL TRENCH RESTORATION SHALL BE PER THE CURRENT CITY OF RENTON TRENCH RESTORATION AND STREET OVERLAY DETAIL. 4. PER SECTION 7 REQUIREMENT FOR PA TCHING, O VERLA Y, O VERLA Y WIDTHS, 1. TRENCHES (ROAD CROSSINGS) D. IF THE OUTSIDE OF THE TRENCHING IS WITHIN THREE FEET (3) OF ANY ADJACENT LANE LINE, THE ENTIRE ADJACENT TRAVELED LANE AFFECTED WILL BE REPAVED. PRI VA TE DRAINAGE EA SEMEN T NO TE: PRIVATE DRAINAGE EASEMENTS TO BE GRANTED IN FRONT 10-FEET OF LOTS ON WHICH STORM STUBS BENEFITING AN ADJACENT LOT CROSS. FINAL LOCATIONS TO BE SHOWN ON FINAL PLAT. LANDSCAPING NOTE 1. BETHANY CORNER TRACT 'A" WILL BE OWNED BY HOA AND LANDSCAPING SHALL BE MAINTAINED BY THE HOA. AN EASEMENT OVER AND ACROSS TRACT 'A" ALLOWING THE CITY ACCESS TO INSPECT AND MAINTAIN THE VAULT AND ALL STORMWATER FACILITIES IN THE TRACT WILL BE RECORDED. 2. THERE SHALL BE A MINIMUM OF 3-FOOT CLEAR RADIUS AT ALL FIRE HYDRANTS. PRI VA TEL Y MAINTAINED STORM ELEMENTS: 1. ALL STORM DRAIN STUB -OUTS TO BE PRIVATELY MAINTAINED. 2. ALL PRIVATE STORM CONNECTIONS TO BE PERFORATED STUB -OUTS. J. PRI VA TE STORM DRAINAGE STUB OUTS TO BE WII THIN 10' PRI VA TE STORM DRAINAGE EASEMENT IN FRONT 10 FEET OF THE LOTS. CA TCH BASIN NOTE: IF DURING CONSTRUCTION, IT IS FOUND THAT PIPE ANGLES REQUIRE ROTATION OF THE TYPE 1 CB AND MISALIGNMENT WITH THE CURB, THE CITY WILL REQUIRE REMOVAL AND REPLACEMENT OF TYPE 1 CB WITH LARGER STRUCTURE AND ADEQUATE KNOCKOUT. FL 0 W CONTROL BMP NOTES: 1. RESTRICTED FOOTPRINT WITH PERFORATED PIPE CONNECTION BMP HAVE BEEN UTILIZED FOR THIS PLAT. ALL LOTS WILL UTILIZE RESTRICTED FOOTPRINT. SEE TABLE, THIS SHEET. 2. FLOW CONTROL BMPS CONSTRUCTED ON EACH LOT SHALL BE OPERATED, MAINTAINED AND KEPT IN GOOD REPAIR BY EACH LOT OWNER. LOT RUNOFF NOTE: RUNOFF BETWEEN ADJACENT LOTS TO BE HANDLED DURING INDIVIDUAL BUILDING PERMITS. DETECTABLE LOCATOR TAPE WASHED DRAIN ROCK - NON WOVEN GEOTEXTILE FABRIC M/RAFI 140N OR EQUIVALENT ALONG TOP TO REMAIN IN PLACE UNTIL ALL CONSTRUCTION AND SOIL STABILIZATION INCLUDING LANDSCAPING FOR THE INDIVIDUAL RESIDENCES IS INSTALLED. CUT AT SURFACE AND REMOVE UPON COMPLETION OF THE INDIVIDUAL LOTS. 2jMA Y SC 0,o - NON WOVEN GEOTEXTILE FABRIC M/RAFI 140N OR EQUIVALENT ALONG BOTTOM AND SIDES 6" DIA. ASTM 3034 SDR 35 PERFORA TED PVC 6" MIN VAR/ES f 1. 5' TO 3.5' 2' MIN ---�I 2 J 0 1.5"-2.5" WASHED DRAIN ROCK 114 " PERFORA TIONS ON 5" CENTERS. ROWS SHALL BE SPACED 120 DEGREES APART 60 DEGREES EX 8" SS MAIN DEPTH VAR/ES FROM _+ 13'-18' BELOW FG A T INTERCEPTOR TRENCH SEE PROFILE SHEET C15 INTERCEPTOR TRENCH A NTS R-400612 IN COMPLIANCE WITH CITY OF RENTON STANDARDS C TY OF =� RENTON Pic nning/Building/Public Works Dept. L0 0 T W z 0 DATE: BETHANY CORNER 11.29.16 FIELDBOOK: z STORM DRAINAGE PLAN PAGE: DRAWING N0: T 16433 & 16451 111 TH AVENUE SE C12 RENTON, WASHINGTON 98056 SHEET: 12 OF: 19 rWMMr''' IW DRS PROJECT NO. 16062 W z rr 0 U z a -17 m P0 -.01 i /I /I 2 J 435 .k N Oa CS 45 �+ �N NQ h 430 V O U 1.00X NE 114 SECTION 29, TOWNSHIP 23 N, RANGE 5 E, W.M. L.P. ELEV = 425.27 L.P. STA = 21+51.47 PW STA = 21+4a79 PW ELEV = 425.07 A.D. = 3.IIX K = 19 60.00' VC LF 12" LCPE STA. 21+50. 8" PROPOSED PVC SS MAIN ©% (P6 425.19 415 r (N) 421.64 12" /E OUT 0:R!-6{r (S) 421.47 CB 5, TYPE 1 THRU-CURB STA. 21+50.79, 12.37' L 425.02 RIM0:2 0. 92- 410 421.06 6" 1E IN *z''*.�S) 420.97 12" 1E IN -(N) 420.92 12" 1E OUT - (E) SE 165 TH ST co op co N O O rn to N(0 u� N O► j N h 23+20 IL.�"� Call 2 Working Days Before You Dig 811 Utilities Underground Location Center (ID,MT,ND,OR,WA) 22+80 C�/GJ/GC/G/ 22+40 22+00 21+60 D.R. STRONG CONSUL TING ENGINEERS ENGINEERS PLANNERS SURVEYORS 620 - 7th AVENUE KIRKLAND, WA 98033 O 425.827 3063 F 425827.2423 21 +20 BE THAN Y CORNER R. 0. W. CENTERLINE EXIS77NG GRADE AT R.O.W. CENTERLINE 12" STORM CROSSING -2.11X CB 401, TYPE 1 -24 LF 12" LCPE STA. 20+56.53, 12.17' R ©rsy, (P401) 426.66 RIM 4:26. -0 8.21 422.30 6" 1E IN4AA09; (N) 31 421.78 12" 1E IN-2;6'; (E) 3� LF 12" LCPE 421.78 12" 1E OUT�1- (S) q (P402) 5.78 CB 4, TYPE 2-48 STA. 20+56.53, 11.75' L 27 LF 12" LCPE 426.60 RIM T © 16.74X (P4) 419.92 12" /E IN-0:2e:-05- (W) 419.92 12" IE IN -0z26:-biz (N) INLET 1 12" VAULT INLE 419.92 12" /E OUT 0:R9:-O; (S) STA. 20+56.53, 38. 46' L RIM 41716 12" 1E IN 416.00 (N) 7 CITY COMMENTS 8 REVISED FRONTAGE GRADING PER GAS MAIN 9 REVISED FRONTAGE PER CITY COMMENTS 10 REVISED VAULT CONTROL STRUCTURE 11 RECORD DRAWINGS N0. REVISION 20+80 20+40 1\ 11 I I I 11 11 I I 11 I 11 1�1 IT 11 I I 11 I 11 I 11 I 11 I 11 11 I I 11 11 � 11 Uj W II� � 440 hQ co w w o w N 435 $�2 NON w � V)hW Cali 4 110 25 PROPOSED 8" DI WA MAIN 420 7 CB 402, TYPE 1 STA. 20+25.03, 16.38' R RIM "" -.=r 42Z58 12" 1E OUT "ter (W) 423.59 JSM 4.12.19 SURVEYED: SPF JSM 12.14.20 DESIGNED: JSM JSM 1.15.21 JSM 5.9.21 DRAWN: CWA JSM 6.25.21 CHECKED:JSM BY DATE APPR APPROVE 20+00 19+80 SCALE: AS NOTED ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY 415 410 VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/1991 DATUM AS -BUILT "I CER71FY THAT THE INFORMATION SHOWN HEREON WHICH WAS AS -BUILT BY D.R. STRONG, AND MAY INCLUDE LOCAPONS, ELEVA77ONS, DEPTHS, PIPE SIZES, AND AS -BOIL T COMMENTS, ACCURA 7FL Y REFLECTS EXIS77NG FIELD CONDITIONS AS DETERMINED BY ME OR UNDER MY DIRECT SUPERVISION ON THIS DATE.- 051181202 1." C15 KEY MAP SCALE: 1 "=100' UTILITY CROSSING TABLE C# UTILITY BOTTOM OF PIPE TOP OF PIPE CLEARANCE (FT) FG 1 12" SD 421.61 422.61 1.00* 425.13 4" WA 420.28 420.61 21 12" SD 421.49 422.49 2.00 425.19 8" SS 418.82 419.49 3 12" SD 421.29 422.29 1.00* 426.62 4" WA 423.29 423.62 4 12" SD 420.81 421.81 2.28 426.68 8" SS 417.86 418.53 5 12" SD 422.54 423.54 0.50** 427.31 6" WA 424.04 424.54 6 12" SD 422.90 423.90 0.60** 42748 8" WA 421.63 422.30 7 8" WA 423.96 424.63 5.66 427.63 8" SS 417.64 418.31 8 12" SD 417.80 418.80 11.20 424.62 10" SS 406.77 407.60 NOTE WATER MAIN REQUIRES 3 FOOT MINIMUM COVER. * DEFLECT WATER MAIN UNDER STORM TO PROVIDE MINIMUM 1 FOOT CLEARANCE. ** PROVIDE ETHAFOAM PAD FOR CLEARANCE LESS THAN 1.0'. UTILITY CROSSING NOTE: OX UTILITY CROSSING VERTICAL DA TUM. NAVD 88 PER CITY OF RENTON VERTICAL CONTROL. BENCHMARK.• 1. CITY OF RENTON CONTROL POINT NO. 1863, FOUND CONCRETE MONUMENT WITH 118" COPPER PIN, DOWN 1.2' IN MONUMENT CASE. INTERSECTION OF 116TH AVE SE AND SE 168TH ST. ELEVATION = 459.078 FEET. 2. CITY OF RENTON CONTROL POINT NO. 1640, FOUND CONCRETE MONUMENT WITH PUNCHED 3" BRASS DISK, STAMPED "KING COUNTY SURVEY" ELEVATION = 466.086 FEET. BASIS OF BEARINGS.• N01'47'08 E BETWEEN MONUMENTS FOUND IN PLACE ALONG THE EAST LINE OF THE NE QTR, STR 29-23-05, COR PT NOS. 1863 AND 1640. NORTH GRAPHIC SCALE 0 10 20 40 1 INCH = 20 FT. HORIZONTAL 0 2.5 5 10 1INCH =5FT VERTICAL C TY OF =� RENTON Planning/Building/Public Works Dept. R-400613 IN COMPLIANCE WITH CITY OF RENTON STANDARDS N O T 00 Ln M 0 0 0 (fl T J Nt C) L0 0 0 0 T W z 0 DATE: BETHANY CORNER 11.29.16 ROAD AND STORM PLAN FIELDBOOK: z AND PROFILE (SE 165TH ST) PAGE: DRAWING NO: T 16433 & 16451 111 TH AVENUE SE C13 RENTON, WASHINGTON 98056 SHEET: 13 OF: 19 W m DRS PROJECT NO. 16062 NE 114 SECTION 29, TOWNSHIP 23 N, RANGE 5 E, W.M. rr w z rr 0 U z 17 w In 1E OUT 414.92 (S) 25 LF 12" D 0 0.62X 12"'lE /N 415.07 (N) T 12- E OUT 415.21 (S) l r34 LF 12" DI ® 0.92R' i 7+00 , BE THAN Y CORNER OUTLET 1 12" CONTROL STRUCTURE -��� = ^_T T CB 1A, TYPE 1, BIRDCAGE INLET AND VAULT OUTLET STA. 8+00.42, 19.50' L STA. 9+12.47, 36.43' L ■ - °® 7,119 S.F. RIM �008.9-2- 41a95 12" lE IN�1- (N) 416.95 418.15 12" IE OUT �f+899-(E) III ii I - o\ I I i EXISTING PIPE TO BE 12" lE OUT�1- (S) 417.00 16 i24 it I -� ° I MIN 18" CLEARANCE BETWEEN POLE REMOVED I r L� 1'2" LCPE (P3) II I L FOUNDATION AND STORM PIPE) (TYP) CONNECT FLOW LINE OF L EXISTING CULVERTS TO BE REMOVED T �- '-r iiT; u T_ T- - - - \ 11^ - - - - - - - - - - - - - - J ASP ALT WALKWAY TO - - - - - - ----------I-I-I-i----J v J I 428 R OF PROPOSED � Ll - - -L _ CONCRETE CONCRETE CURB 53 a 79 8 49 a51 a 426 o 0 0 0 -- - - �° t� 430 §4_ LF 12 DI ® -9rs�i (P2) LF 12" D ® 19_5�7. (P2 � - _ �° °. o o A 6 ° CY° - ' 432 ° . - 0 422 T - - -- ----- - ------ - - _---- ', 276 LF 12" L�PE ©3 (P9 - 3.639 - --- - - -- -- _ -. --- 434 ----------- ` - - - - - - - - 771 rREGRADE ����. Ik2 - - - - - - - - - - - -- ----------�1-1-OD------- ---- ---- - � � �. � M EX DITCH CB 3 TYPE 2-48" - - - - - - - ----- --------�---- _� _�_ TO DRAIN TO NEW CB o o SOLID LOCKING LID f'fr LF 12" DI ®B3 i (PIA) W _ REGRADE EX-0TT€H - STA. 9+ 12. 47, 20. 46 L > 11 TH A VE SE - _ 25 5:05 TO DRAIff TD-lVEW-CB- RIM 425.10 --- �FLOW LINE OF ASPHALT 12" lE IN --0 i?L 88- (N) 417.75 �l CB 1, TYPE 1, BIRDCAGE INLET 12" lE IN -If Hx 66- (W) 41780 -, 1 C-LJ W - - - W WALKWA Y(TYP) STA. 7t 74.46, 19.10 L 6 IE IN �8-�.�r E � - CB 2, TYPE 1, BIRDCAGE INLET i� RIM �H-3�4.rr 418.55 12 lE oU T" -4�-88(S) 41 - 7.73 STA. 8+54.86, 20.46' L , OP TYPE 1 12" IE IN �-� (N) 415.74 RIM ''- 420.27 10 0.50 CB 9 12" IE OU'r-r7.T7 (S) 415.52 12" lE IN 59- (N) 41743 -}9-LF 12 LCPE © �9� (P3) �P �P OP ' CB 2A, TYPE 2-48 W/SCUPPER INLET 12" lE OUT (S) 417.37 WISCUPPER INLET SEE DETAIL SHEET 0.46HEET C16 SRIM SEE DETAIL SHEET C16 I ' L 432.38 RIM �T 423.92 12 STA. 9+02.49, 20.46' L I " IE OUT 4�6 (S) 427.61 = 12" lE IN 0; A, 4 (N) 417.68 12" lE OUT-, A84 (S)I 417.68 V ✓/ - / 11v ASSUMED COVER 3 FEET Q OVER THE WATER MAIN 435 - 435 EXISTING GRADE AT Oo N R.O. W. CENTERLINE O 1 rn - IN d-------- 430 --- -- --- --- 430 W - ---- 12" lE OUT 414.92 (S) - - ---- STA. 7+10.57 (SEE PLAN NEW) PROPOSED GRADE AT _ - -_ ---- CENTERLINE OF PIPE -------------"----_ 25 LF 12" DI ® a629' 12" lE /N 415.07 (N) - -- -- 425 ---- - ----------- ----- 425 12" lE OUT 415.21 S O I -------------------- --- - pd 0 D4 34 LF 12" DI ® 092g -- (P9) -------------- " 9 12 LCPE ®% 0 6 ----------- ---- --- .F 3,63 -- ---- 276 420 ----- - ------------------------------------- ---------- ---- a79 5 -LF 12" DI ® 0-5%2% (P2) _--- 4a51 e:,WX (P2A) 420 - 4 --- --- 415 CB 1, TYPE 1, BIRDCAGE INLET CB fA, TYPE 1, BIRDCAGE INLET CB 2A TYPE 2-48 � STA. 7+74.46, 19.10' L STA. 8+00.42, 19.50' L W/SCUPPER INLET CB J. TYPE 2-48" CB CB 9, TYPE 1 415.74 R/M-�-s-r� +n N) 415.74 12" lE lf•l�-� (N) RIM % 418.95 12" lE 1N�31- (N) 416.95 SEE DETAIL SHEET C16 STA. 9+0249, 20.46' L SOLID LOCKING LID INLET SEE DETAIL SHEET C16 " 415.52 12 /E OUT �H�?-1-� (S) 12" 1E OUT�31-(S) 41ZOO 417.68 RIM 003 a9 STA. 9+12.47, 20.46' L RI RIM #9+2. 425.10 EXISTING 8" STA. 11+88.83, 20.46' L 410 417.68 12" lE IN -4fi�-�,� (N) lE IN 4t�?88-(N) 41Z755.10 SS MAIN RIM 2• RI lE OUT 62 432.38 (S) 427.61 410 CB 2, TYPE 1, BIRDCAGE INLET 41Z68 12" 1E OUT�89 (S) 12" 1E IN 4fA88-(W) 417.80 6- ifr LF 12" DI EYJS77NG 8" STA. 8+54.86, 20.46' L OUTLET 1 12" CONTROL STRUCTURE 6" lE IN 4>&�(E) 0 $.3216' (PIA) 27 RIM SS MAIN 420. "ter 417.43 12" /E IN 4fix 59 (N) AND VAULT OUTLET " „� T,- 12 IE OUT-o8 (S) 417.73 5.05 417.37 12" lE OUT 4 fix 59 (S) STA. 9+12.47, 36.43' L 16 - 418.15 12" 1E OUT #h9:66-(E) ® 4._,Vg (P3A) % % % TH A VE SE 2.24 co d <o O Of O oO hN Q 1) 00 w 00 h ►7 N N M N N O N N '� N N N N N N N N N N N^ N^ N N N N O '� rNj M raj ►7 d rh �f d d �y rh r1 r1 r1 r1 7+20 VERTICAL DA TUM: NAVD 88 PER CITY OF RENTON VERTICAL CONTROL. BENCHMARK: 7+60 8+00 1. CITY OF RENTON CONTROL POINT NO. 1863, FOUND CONCRETE MONUMENT WITH 1/8" COPPER PIN, DOWN 1.2' IN MONUMENT CASE. INTERSECTION OF 116TH AVE SE AND SE 168TH ST. ELEVATION = 459.078 FEET. 2. CITY OF RENTON CONTROL POINT NO. 1640, FOUND CONCRETE MONUMENT WITH PUNCHED 3" BRASS DISK, STAMPED "KING COUNTY SURVEY" ELEVATION = 466.086 FEET. BASIS OF BEARINGS• N01 "47'O8"E BETWEEN MONUMENTS FOUND IN PLACE ALONG THE EAST LINE OF THE NE QTR, STR 29-23-05, COR PT NOS. 186J AND 1640. r� Call 2 Working Days Before You Dig 811 Utilities Underground Location Center (ID,MT,ND,OR,WA) 8+40 8+80 9+20 UTILITY CROSSING TABLE C# UTILITY BOTTOM OF PIPE TOP OF PIPE CLEARANCE (FT) FG 1 12" SO 421.61 422.61 1. 00* 425.13 4" WA 420.28 420.61 2 12" SO 421.49 422.49 2.00 425.19 8" SS 418.82 419.49 3 12" SO 421.29 422.29 1. 00* 426.62 4" WA 423.29 423.62 4 12" SO 420.81 421.81 2.28 426.68 8" SS 417.86 418.53 5 12" SO 422.54 423.54 0.50** 427.31 6" WA 424.04 424.54 6 12" SO 422.90 423.90 0.60** 427.48 8" WA 421.63 42230 7 8" WA 423.96 424.63 5.66 427.63 .SS 417.64 418.31 8 12" SO 417.80 418.80 11.20 424.62 10" SS 406.77 407.60 NOTE: WATER MAIN REQUIRES 3 FOOT MINIMUM COVER. * DEFLECT WATER MAIN UNDER STORM TO PROVIDE MINIMUM 1 FOOT CLEARANCE. ** PROVIDE ETHAFOAM PAD FOR CLEARANCE LESS THAN 1.0'. D.R. STRONG CONSUL TING ENGINEERS ENGINEERS PLANNERS SURVEYORS 620 - 7th AVENUE KIRKLAND, WA 98033 O 425 827 3063 F 425.827.2423 9+60 10+00 UTILITY CROSSING NOTE: OUTILITY CROSSING AS -BUILT 10+40 "/ CERTIFY THAT THE INFORMA7/ON SHOWN HEREON WHICH WAS AS -BUILT BY D.R. STRONG, AND MAY INCLUDE LOCATIONS, ELEVATIONS, DEPTHS, PIPE SIZES, AND AS -BUILT COMMENTS, ACCURATELY REFLECTS EXISTING FIELD COND17/ONS AS DETERMINED BY ME OR UNDER MY DIRECT SUPERVISION ON THIS DATE. • 051181202 1." 10+80 7 CITY COMMENTS JSM 4.12.19 SURVEYED: SCALE: SPF VERTICAL: NAVD 1988 83/1 8 REVISED FRONTAGE GRADING PER GAS MAIN JSM 12.14.20 DESIGNED: AS NOTED HORIZONTAL: NAD 19ss, 9 REVISED FRONTAGE PER CITY COMMENTS JSM 1.15.21 JSM 10 REVISED VAULT CONTROL STRUCTURE JSM 5.9.21 DRAWN: CWA ONE INCH DATUM 11 RECORD DRAWINGS JSM 6.25.21 CHECKED: AT FULL SCALE JSM awe D IF NOT ONE INCH N 0. REVISION BY DATE AP P R APPROVED: SCALE ACCORDINGLY M J 11 +20 11+60 NOFRTH GRAPHIC SCALE 0 10 20 40 1 INCH = 20 FT. HORIZONTAL 0 2.5 5 10 1 INCH = 5 FT VERTICAL C TY OF =� RENTON Planning/Building/Public Works Dept. 12+00 12+40 R-400614 IN COMPLIANCE WITH CITY OF RENTON STANDARDS N co O Nt C) C) co w z M 0 DATE: U BETHANY CORNER 11.29.16 >- ROAD AND STORM PLAN FIELDBOOK: z AND PROFILE (111 TH AVE SE) PAGE: DRAWING N0: T 16433 & 16451 111 TH AVENUE SE C14 RENTON, WASHINGTON 98056 SHEET 14 OF- 19 Mw W DRS PROJECT NO. 16062 NE 114 SECTION 29, TOWNSHIP 23 N, RANGE 5 E, W.M. co CD CD BETHANY CORNER 0 w rr w z rr 0 U z 17 w In 1_0 Cc 0 0 O N 0 0 i �I m Q 0 Z 0 w ct 0 J j m i C, Q z 0 N 0 0 0 0 N Q z J DISCHARGE TO EXISTING DITCH STA. 32+89.24, 0.00' R 6" IE 419.31 EASEMENT (TYP.) TRENCH DRAIN CO, STA. 30+34.47, 0.01' L RIM 424.86 6" IE OUT 420.58 (W) 10 R J Q 435 O 435 O oio J �� WV)W SON 430 � N � � 430 rn F/N/SHED GRADE AT N PIPE CENTERLINE ti ,� EXISnNG GRADE AT PIPE CENTERLINE 425 b 425 420 6 __77 - -------- ------------------ 255 LF 6" PERF PVC ® 0.50% (P17) --------------- ---------------- 77� ---------------- 415 415 TRENCH DRAIN OUTLET, BEVELED END EXIS71NG 8" SEWER TRENCH DRAIN CO, SEE DETAIL SHEET C15 DISCHARGE TO EXIS71NG DITCH MAIN ALONG SOUTH STA. 30+34.47, 0.01' L STA. 32+89.24, 0.00' R PROPERTY LINE RIM 6" 1E 419.31 lE OUT 420.58W) 6" (W) 410 410 405 405 SOUTH /N TERCEP TOR TRENCH O h hN O IN N 00 N rn N QO N N N N N N N N N cV N N N N N lV N N N N N N N N N N N N N N N r� Call 2 Working Days Before You Dig 811 Utilities Underground Location Center (ID,lVIT,ND,OR,WA) 33+20 32+80 32+40 32+00 31+60 31+20 30+80 30+40 30+00 r SAMUE< p of WASy/� P I6NAL 612512021 , rIE7 jgkk D.R. STRONG CONSUL TING ENGINEERS ENGINEERS PLANNERS SURVEYORS 620 - 7th AVENUE KIRKLAND, WA 98033 O 425827.3063 F 425.827.2423 7 CITY COMMENTS JSM 4.12.19 SURVEYED: SCALE: SPF VERTICAL: NAVD 1988 83/1 8 REVISED FRONTAGE GRADING PER GAS MAIN JSM 12.14.20 DESIGNED: AS NOTED HORIZONTAL: NAD 19ss, 9 1 REVISED FRONTAGE PER CITY COMMENTS I JSM 1.15.21 1 JSM 10 REVISED VAULT CONTROL STRUCTURE JSM 5.9.21 DRAWN: CWA ONE INCH DATUM 11 RECORD DRAWINGS JSM 6.25.21 CHECKED:JSM awe, v AT FULL SCALE IF NOT ONE INCH N 0. REVISION BY DATE AP P R APPROVED: SCALE ACCORDINGLY MAJ BASIS OF BEARINGS: N01 "47"08"E BETWEEN MONUMENTS FOUND IN PLACE ALONG THE EAST LINE OF THE NE QTR, STR 29-23-05, COR PT NOS. 1863 AND 1640. VERTICAL DATUM: NAVD 88 PER CITY OF RENTON VERTICAL CONTROL. BENCHMARK: 1. CITY OF RENTON CONTROL POINT NO. 1863, FOUND CONCRETE MONUMENT WITH 118" COPPER PIN, DOWN 1.2' IN MONUMENT CASE. INTERSECTION OF 116TH AVE SE AND SE 168TH ST. ELEVA RON = 459.078 FEET. 2. CITY OF RENTON CONTROL POINT NO. 1640, FOUND CONCRETE MONUMENT WITH PUNCHED 3" BRASS DISK, STAMPED "KING COUNTY SURVEY" ELEVA RON = 466.086 FEET. AS -BUILT NO AS —BOIL T INFORMA TION ON THIS SHEET. "I CERTIFY THAT THE INFORMATION SHOWN HEREON WHICH WAS AS —BUILT BY D.R. STRONG, AND MAY INCLUDE LOCATIONS, ELEVATIONS, DEPTHS, PIPE SIZES, AND AS —BUILT COMMENTS, ACCURATELY REFLECTS EXISTING FIELD CONDITIONS AS DETERMINED BY ME OR UNDER MY DIRECT SUPERVISION ON THIS DA 7F• 051181202 1. " BEVEL END OF PIPE AND INSTALL CORROSION RESISTANCE WIRE SCREEN HAND PLACE QUARRY SPALL RIP —RAP MIN 1' THICK TO PROTECT PIPE OUTLET AND EX CHANNEL FROM EROSION CLEAR AND CHANNELIZE EX DITCH AS NECESSARY TO DIRECT FLOW TO EX CULVERT INLET FINISHED GRADE MAX SLOPE 2: 1 6" TRANSITION COUPLING 6" DI PIPE NATIVE SOIL IN TERCEP TOR TRENCH OU TFALL DETAIL NTS NORTH GRAPHIC SCALE 0 10 20 40 1 INCH = 20 FT. HORIZONTAL 0 2.5 5 10 1 INCH = 5 FT VERTICAL C TY OF =� RENTON Planning/Building/Public Works Dept. IN TERCEP TOR TRENCH SEE SECTION A, SHEET C12 6 " PERFORATED P VC L R-400615 IN COMPLIANCE WITH CITY OF RENTON STANDARDS N N co C) C) T OD LO 0 O i Q J Nt O C) co w z M 0 DATE: BETHANY CORNER FIELDB:.29.1 V STORM PLAN AND PROFILE z (SOUTH INTERCEPTOR TRENCH) PAGE: DRAWING N0: T 16433 & 16451 111 TH AVENUE SE C15 RENTON, WASHINGTON 98056 SHEET 15 OF: 19 MW W DRS PROJECT NO. 16062 co O O m O N O QL I �I �I m Q O O W ct U- O C3 m I C, Q Z O i N O 0 0 N w Q Z w L, DRS PROJECT NO. 16062 N N Cfl O O T 00 L1 J C) Q C)� �J Nt O O O O Qo T rr W Z rr O U Z 17 /W W NE 114 SECTION 29, TOWNSHIP 23 N, RANGE 5 E, W.M. W z rr O U z a W m 0 0 0 N 0 0 W 0 i m' Q 0 0 W ct m I C, Q z 0 N O 0 0 N Q Ld J L, VAULT FOOT DRAIN (T 1BO V= 416.43 NL- FRAME AND 24" ROUND SOLID COVER MARKED 'DRAIN" WITH LOCKING BOLTS (TYP.) 1BO V= 412.06 0 0 0 REMOVABLE BAFFLE TOP 419.00 \IB= TOM 415.00 412.18 6 "0 PVC PERF. FOOTIMG DRAIN 412.66f IBOV 4�9.;Zg 0 PERIMETER (LOWER CELL) IBO V= 411.86 5x 10 GRA TE WITH 36" SQUARE ACCESS HATCH (TYP.) 12" OUTLET 12" PVC VENT TO SURFACE J B �\ N C) FR�7I WITH SOLID COVER (TYP.) I VAULT DETAIL 1 "=20' BETHANY CORNER FRAME AND 24" ROUND SOLID COVER MARKED 'DRAIN" WITH LOCKING BOLTS (TYP.) RIM 427 00 5'x 10' GRATE W/ LADDER & 36 " SQUARE LOCKABLE HINGED ACCESS HATCH RIM EL= 427.50 (0.5' ABOVE FINISH GRADE) AS -BUILT "I CER77FY THAT THE INFORMATION SHOWN HEREON WHICH WAS AS -BUILT BY D.R. STRONG, AND MAY INCLUDE LOCA77ONS, ELEVAT7ONS, DEP7HS, PIPE SIZES, AND AS -BUILT COMMEN7B, ACCURA7FLY REFLEC7B N EXIS77NG FIELD COND177ONS AS DE7FRMINED BY ME OR UNDER MY N DIRECT SUPERVISION ON 7N/S DATE. 051181202 1." � C) O ASPHALT ACCESS Cfl T FINISHED GRADE CONC. SIDEWALK CONC DRI VEWA Y 10:1 SLOPE RAMP I TOP OF/VAUL T\//\//\\\//\//\\\\\\\\\\\\\\\\\ 2� SLOPE 425.00 (TYP.) 423.65-:�-�-r Top = ff --- ------------------------ - OF_ DETENTION----------------------------------------------------- - \ OJ i W ___-----------------------------------------t---------------------------------------F- --- 6» PERF. FOOTING ______________ DRAIN (TYP). p 0.50' FREEBOARD a CONNECT TO EX CB 3 is 0 4�i 'gyp W / EXISTING GRADE I to h o m h o 12" CONTROL STRUCTURE EL. 418.00 W.Q. DESIGN L - _ _ 12" OUTLET 1E=99- ------------------------WSS-fiB-Be = 41a15 L. E 4f6.57 % \ 12" INLET�lE5416.00 SECTION A -A \ ��a 1.5' SEDIMENT STORAGE (TYP.) - - - - - - - - - - - - - - EL. 413.00 \-----5q MIN �51 MIN EL. 5 412.66 1. 0' A VERAGE SEDIMENT STORAGE (TYP.) CONTROL ROD (ROD BENT AS REQ D FOR VERTICAL ALIGNMENT WITH COVER) FRAME AND 24" ROUND SOLID COVER MARKED 'DRAIN" WITH LOCKING BOLTS (TYP.) 0.50 FINISHED GRADE TOP OF DETENTION 7 FREEBOARD RIM 427.00 EL. _ I 423.65 12" CMP RISER PIPE PIPE SUPPOR T(S) (SEE NOTE 4) 418.15 12 IE=-#18619 SHEAR GATE WITH CONTROL ROD FOR CLEANOUT/DRAIN RESTRICTOR PLATE W/ ORIFICE (AB) 0 = 0.6875" (') 0. C. (SHARP EDGED SHOP DRILLED) FROP DETAIL FROP NO TES.- I I 4" ELBOW Ji -------------------- ------------------ lEr 421.75 ---- - OR/FICE 0=1.375"(AB) �� \ ----------------- (1-')(AB) 5.50' (AB) a� \ 0.50' FREEBOARD DETENTION DEPTH =, �. u'(AB) W. Q. DEPTH TOP OF SEDIMENT STOR. = 4f:5-56- 413.15 1 "=20' 1. OUTLET CAPACITY: 100-YR PEAK FLOW 2. METAL PARTS: CORROSION RESISTANT. NON -GALVANIZED PARTS PREFERRED. GALVANIZED PIPE PARTS TO HAVE ASPHALT TREATMENT 1. 3. IF METAL OUTLET PIPE CONNECTS TO CEMENT CONCRETE PIPE: OUTLET PIPE TO HAVE SMOOTH O.D. EQUAL TO CONCRETE PIPE L D. LESS 1/4 " 4. PROVIDE AT LEAST ONE 3'X 090 GAUGE SUPPORT BRACKET ANCHORED TO CONCRETE WALL. (MAXIMUM 3' VERTICAL SPACING) 5. LOCATE ELBOW RESTRICTOR(S) AS NECESSARY TO PROVIDE MINIMUM CLEARANCE AS SHOWN. r� Call 2 Working Days Before You Dig 811 Utilities Underground Location Center (ID,MT,ND,OR,WA) C�/GJ/GC/G/ FRAME AND 24" ROUND SOLID COVER MARKED 'DRAIN" WITH LOCKING BOLTS (TYP.) RIM 427.00 5 XIO' GRATE W/ LADDER & 36" SQUARE LOCKABLE HINGED ACCESS HATCH RIM EL= 427.50 (0.5' ABOVE FINISH GRADE) \\\\\\\\\\\\\\\\\\X\ / X\\\\\\\\\\\T025 00 (TYP.) \\/�\\ I II K\\��\\��\\��\\��\\��\\��\\��\\��\\��\\��\\��\\��\\��\\�/� 423.66r fiOP OF DETENTION o� G, 5" WIDE x 7" TALL ACCESS OPENING ': EXISTING GRADE \-------------------- - WQ. DESIGN L ----------------- WSS 8-IGNV - ee I Oa 41 & 15 12" INLET IE= 416. 00 k REMOVABLE BAFFLE 'moo W 12" CONTROL STRUCTURE SECTION B-B --------------- ---�� TOP 419.00 0 12" OUTLET /E99418.15 413.15 \ 6' BOTTOM 415.00 6' 0 h3- ee - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - A \77 51 IV, _0.5q 0.5% 51-- MIN 412.661' 1. 0' A VERAGE HIGH POINT SEDIMENT STORAGE (TYP.) DETENTION SUMMARY SHEET STAGE STAGE LIVE STORAGE VOLUME CF WATER QUALITY STORAGE VOLUME CF STORM EL. REQUIRED PROVIDED AS -BUILT REQUIRED I PROVIDED I AS -BUILT TOTAL 423.50 24,794 24 934 6.176 1 11 333 100 YEAR 423.53 24,912 25,052 25 YEAR 423.51 24,826 24,966 24,947 10 YEAR 422.50 24,804 24,944 24,925 2 YEA RT 42T 76 19,950 1 17,046 VA UL T NO TES.- 1. ACCESS OPENINGS SHALL BE POSITIONED A MAX. OF 50 FT FROM ANY LOCATION WITHIN THE VAULT, AND AT THE INLET AND OUTLET. 2. IBOV = INSIDE BOTTOM OF VAULT ELEVATION. J. VAULT GRATE TO INCLUDE 3x3' HATCH DESIGNED FOR EASY OPENING. 4. 49' OF SECOND WATER QUALITY CELL AREA TO BE GRATED FOR VENTILATION. TOTAL AREA OF SECOND CELL = 1,571 S.F. TOTAL AREA OF GRATE REQUIRED = 63 S.F. TOTAL AREA OF GRATE PROVIDED = 100 S.F. (5'x10" GRATE) D.R. STRONG 7 CITY COMMENTS CONSULTING ENGINEERS 8 REVISED FRONTAGE GRADING PER GAS MAIN 9 REVISED FRONTAGE PER CITY COMMENTS ENGINEERS PLANNERS SURVEYORS 10 REVISED VAULT CONTROL STRUCTURE 620 - 71h AVENUE KIRKLAND, WA 98033 11 RECORD DRAWINGS O 425.827 3063 F 425 827 2423 N0. REVISION JSM 4.12.19 SURVEYED: SPF JSM 12.14.20 DESIGNED: JSM JSM 1.15.21 JSM 5.9.21 DRAWN: CWA JSM 6.25.21 CHECKED:JSM BY DATE APPR APPROVE 12"0 FROP REMOVABLE WATERTIGHT RISER COUPLING OR FLANGE MAX PLATE WELDED TO ELBOW WITH ORIFICE AS SPECIFIED ELBOW RESTRICTOR DETAIL 10' 00 L0 O 0 C) T Q D J O L0 W C) O I I I� I �_Q� T IQ Q) I I I I 2' WIDE GRAVEL IN TERCEP TOR TRENCH SEE SHEET C12 FOR DETAIL AND SHEET C15 FOR PROFILE 6'" PERF. FOOTING CONNECT TO CB 3 APPROX LOC EX 8" SEWER MAIN 1E t 406 ADJACENT TO VAULT NO TE: SEPARATE STRUCTURAL DESIGN PLANS AND CALCULATIONS FOR THE PROPOSED STORM VAULT MUST BE SUBMITTED TO THE BUILDING DEPARTMENT. A SEPARATE BUILDING PERMIT APPLICATION WILL BE REQUIRED FOR THE CONSTRUCTION OF THE VAULT NTS SCALE: VERTICAL: NAVD 1988 AS NOTED HORIZONTAL: NAD 1983/1991 C T Y OF =� RENTON ONE INCH ��� AT FULL SCALE Planning/Building/Public Works Dept. IF NOT ONE INCH SCALE ACCORDINGLY R-400617 IN COMPLIANCE WITH CITY OF RENTON STANDARDS W z O DATE: U BETHANY CORNER 11.29.16 FIELDBOOK: z VAULT PLAN AND DETAILS PAGE: DRAWING N0: T 16433 & 16451 111 TH AVENUE SE C17 RENTON, WASHINGTON 98056 SHEET: 17 OF: 19 r'MW' 1 W DRS PROJECT NO. 16062 NE 114 SECTION 29, TOWNSHIP 23 N, RANGE 5 E, W.M. CD 0 6 I W W Z rr 0 U Z a 2 W m d 00 0 0 I\ O N I� LQ O I DO I m Q O O W 0 J j m I C" Q Z O i N O C) 0 N z LLI L� g� E FRAME AND VANED GRATE 112' OR S" HEIGHT TWO M BAR HOOPS FOR 12' HEIGHT RECTANGULAR ADJUSTMENT SECTION 93 BAR EACH #3 BAR EA( #3 B................ PRECAST BASE SECTION #3 BAR EACH CORNEF 18" MIN #3 BAR HOOP PIPE ALLOWANCES MAXIMUM PIPE MATERIAL SI DIAMETINDE ER REINFORCED OR 12, PLAIN CONCRETE ALL METAL PIPE 15' CPSSP* 12' (STD. SPEC. 9-05.20) SOLID WALL PVC 15' (STD. SPEC. 9-05.12(1)) PROFILE WALL PVC 15" (STD. SPEC. 8-05.12(2)) * CORRUGATED POLYETHYLENE STORM SEWER PIPE NOTES 1. As acceptable alternatives to the rebar shown In the PRECAST BASE SECTION, fibers (placed according to the Standard Specitloations), 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 Swell 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. 8. The opening shag 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 Speolflcatlon 9-04.3. SEE NOTE 1 ALTERNATIVE PRECAST BASE SECTION PUBLIC WORKS CATCH BASIN TYPE 1 STD. PLAN - 200.00 DEPARTMENT s MARCH 2O08 4 TOP BLOT SEE DETAIL AND NOTE 1 ti H ,n rn L SECTION Os 4 EQUAL SPACES 4 EQUAL SPACES vT- _ SECTION O 1 114' BOLT -DOWN SLOT DETAIL SEE NOTE 1 NOTES Provide two slots In the grate that are vertically aligned 1. with the hales In the frame. Location of boll -down slats varies among different manufacturers. ISOMETRIC z 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. PUBLIC WORKS RECTANGULAR BI-DIRECTIONAL STD' PLAN - 204.30 * ` DEPARTMENT VANED GRATE MARCH 2O08 r� Call 2 Working Days Before You Dig 811 Utilities Underground Location Center (ID,IVIT,ND,OR,WA) C�/GJ/GC/G/ CATCH BASIN FRAME AND VANED GRATE (DETAIL 204.00) 8 HANDHOLD 888 N z RECTANGULAR ADJUSTMENT SECTION OR CIRCULAR ADJUSTMENT SECTIONGROUT, TYPICAL (SEE NOTE 5) W 7T,.1'OR9.' .r; MORTAR s7�soa uODSL� .: t REMFORGNO STEEL mrPJ ,. ... - OPAVEL BAGO.1LLM SEPARATE BASE INTEGRAL BASE CAST -IN -PLACE PRECAST WITH RISER "W R Ni ,r . ].. GRAVEL BA"U. POR WT PPEMNESEDOWG SEPARATE BASE PRECAST CATCH BASIN DIMENSIONS ATCH MAXIMUM MINIMUM BASE REINFORCING STEEL ATC BASE KNOCKOUT DISTANCE In2AL IN EACH DIRECTION THWALL ICKNESS THICKNESS SIZE DICAMETER KNOCKOUTS KNOCKOUTS SEPARATEBASE INTEGRALBASE 48" 4' r 3w r 0.23 0.15 54' 4.5" S• 47 r 0.19 0.19 60, 5' S" 48" B' 0.25 0.25 72' W 8" 50' 12• 0.35 0.24 84• 1 8' 1r 72' 12, 0.39 o.ze tie• I 8' 12" 84" 12" 0.39 0.29 NOTES 1. No steps are required when height Is 4' or less. 2. The bottom of the precast catch basin may be sloped to facilitate cleaning. 3. The rectangular frame and grate must be Installed with the flange down. The frame may be cast Into the adjustment section. 4. Knockouts shall have a wall thickness of 2" minimum to 2.5" maximum. Provide a 1.5" minimum gap between the knockout wall and the outside of the pipe. After the pipe Is Installed, fill the gap with joint mortar In accordance with Standard Specification 9-04.3. 5. All grade rings, risers, and castings shall be set In mortar in accordance with PIPE ALLOWANCES CATCH PIPE MATERIAL WITH MAXIMUM INSIDE DIAMETER BASIN DIAMETER CONCRETE ALL METAL CPSSP Q SOLID WALL PVC© PROFILE WALL PVCQ 48• 24' 1. 24' 27" 30" 54• 30' 1. 30' 2T 36" 80• 36" 42' 36" 38• 42" 72' 42' S4' 42" 36" 1. 84' 54' 60' 54' 3r 48• as. aw 7r e0' 36" 4W Standard Specification 9-04.3. c+) CGnugated P*ethylene St r Sewer PIP. (Std. Sp. 9.05.20) 8 (Std. Spec. 9 05.'20)) 3 (SW. spec. 9-05.12(2)) ° STD. PLAN - 201.00 + PUBLIC WORKS CATCH BASIN TYPE 2 DEPARTMENT 1vC MARCH 2O08 pip O.G1.. "'. nn n and caa ar dug clean ouL wye horn pipe noxrrd nin a perTorared pipe lAd fahlv.cl grade board 3•, r nee t8' O.C. Lyp. I CS w.did mwr lkvkergl A A 50, L I1,11n,•rL dw,maa de5iun W_-'0.5 CFS per tr8/Kf+l clear- prd nye frmi pipe galvanlr� Shcn o pa v.G. +-� 7f - •201,, Iraa7ed gr�tl. ,,� b.-d >a Tin $ pericraa i Pipe laic L. ` dear('Kq%It as} 4 } - I washed nxk 4-xaeuppa7 w 7/7 m.E IlGrmdl SECTION A -A NTS '15-,n.11t,3r Ilm a nlydNlater gLdny Ueae L In mral areas. I V:nv Ip:aaGa dFx•nal ir{m {A P nece�r tranchig Ctrs ar.nere�pr� hoard n 16p e NOTE& 1. TN# lrknth $" 1 be Cpimlruded xr ay lu p -if pcJril clsx:lvnge :vidror arc Ui. 2. Trenahea may be placed no closer trm 50 feet to One anctner. (100 fast along f b.Mine3. Tr"Ch mind grw* bond muo be k-1. NlgnID MI- IXx LtlurN ur a.. A. Supporl po51 Spacing aB required by Solt coMlllons bensure grade board remainr. krel. PUBLIC' WORM 50 FOOT DISPERSION TRENCHSTD' PLA2[ - 224.00 DEPARTMENT WITH NOTCHED BOARD MARCH 2O08 BETHANY CORNER CLEAN SURFACE AND BOTTOM AREA. PROVIDE UNIFORM CONTACT. M SURFACE AREA OF THE BASE SECTION MUST BE GROUTED TO THE BOTTOM AREA OF THE ADJUSTMENT SECTION. BASE SECTION NOTES 1. THE COVER OR GRATING OF A CATCH BASIN SHALL NOT BE GROUTED TO FINAL GRATE UNTIL THE FINAL ELEVATION OF THE PAVEMENT, GUTTER, DITCH, OR SIDEWALK IN WHICH IT IS TO BE PLACED HAS BEEN ESTABLISHED, AND UNTIL PERMISSION THEREAFTER IS GIVEN BY THE ENGINEER TO GROUT OR GRATING IN PLACE IN ACCORDANCE WITH STANDARD SPECIFICATION 7-05.3. 2. SHIMS SHALL NOT BE USED TO SET FRAME TO GRADE. THE USE OF SHIMS IS PROHIBITED. 3. MORTAR SHALL BE PLACED BETWEEN ADJUSTMENT RINGS AND BRICKS PRIOR TO PLACEMENT. 4. THE USE OF BRICKS IS PERMITTED WHERE THE BRICKS ARE STAGGERED TO CREATE A RUNNING BOND OR'2BOND. PUBLIC ;`J1J DEPARTMENTS CATCH BASIN INSTALLATION SEE NOTE 4 STD. PLAN - 202.00 1rr[13mm1LETTERING SOLTHOLES-3 PLCS EQUALLY SPACED 12V APART ON 23I/Ir ISM-) DIA B.C. tR N VE (1)1-Ow PICNHOLE 1 1M[S2em]LET1EfUJG PLAN VIEW 2P DIA1•�[zanM4'11emM839' 21W D22-1TYP COVER SECTION VIEW MARCH 2O08 COVER BOTTOM VIEW (3) BLT 800. (ALLEN HEAD) Wr-11 x1.5 as RUBBER WASHER EON BOLTING DETAIL mI 1 HC SEE Nan 29' MIN. 1"MIN. 20TYP.4 SEENOTE2(TYP.) DETAIL SECTION OA CATCH BASIN -7' (-0.58') 3' GRATE 4•(VODESIDE) :HBASINTYPE, (WIDESIDE) BASIN TYPE 1L FRAME TOP VIEWSECTIONFRAME SEE NOTE 1 DETAILNOTES 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 CURB OR CURB AND GUTTER to support a grate guard. Hood units shall mount outside of the MATCH TOP OF HOOD Frame. The methods for fastening the Safety Bar / Debris Guard Rod TO TOP OF CURB (rYP.) to the Hood may vary. The Hood may Include casting lugs. The top of the Hood may be cast with a pattern. HOOD3. 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 DO NOT I ALLto assure full bearin across the slots. SAFETY /DEBRIS GUARD 9zo .24 vANEO ORATE4. When bolt -down grates are specified In the contract, provide two FRAME holes In the frame that are vertically aligned with the grate slots. Tap each hole to accept a 5/8" x -11 NC x 2• alien head cap screw. Location of bolt -down holes varies among different manufaktturers. 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- luredproduct It Is not the Intent ofthis plan to show the specific ISOMETRIC VIEW details necessary to fabricate the castings shown on this drawing. PUBLIC WORKS OPEN CURB FACE STD. PLAN - 203.00 DEPARTMENT FRAME AND GRATE INSTALLATION DETAIL MARCH 2O08 .12'DwIM-] 251M DIA mm1 (8)EOPRENEGAeKET]11/ir 127mm] 233/8' DIA CL OPEN1Bmm1 [594mm]P-1 275ne•DIA"-I341I8' D+A GASKET GROOVE DETAIL (857mml FRAME SECTION VIEW NOTES ALL COVERS SHALL BE LOCKING UD PER EASTJORDAN IRON WORKS INC. No. 3717C1 OR APPROVED EQUAL OSTD. PLAN204.60 PUBLIC WORKS STORM ROUND FRAME AND COVERe•` DEPARTMENTMARCH 2008 D.R. STRONG 7 CITY COMMENTS CONSULTING ENG/NEERS s REVISED FRONTAGE GRADING PER GAS MAIN 9 REVISED FRONTAGE PER CITY COMMENTS ENGINEERS PLANNERS SURVEYORS 10 REVISED VAULT CONTROL STRUCTURE 620 - Ah AVENUE KIRKLAND, WA 98033 11 RECORD DRAWINGS O 425.827.3063 F 425.827.2423 N0. REVISION JSM 4.12.19 SURVEYED: SPF JSM 12.14.20 DESIGNED: JSM JSM 1.15.21 JSM 5.9.21 DRAWN: CWA JSM 6.25.21 CHECKE JSM BY DATE APPR APPROVE SEAL WITH AR 4000 OR APPROVED EOUAL AND DRY SAND AFTER PATCHING PLAN NTS DEPTH OF CLASS "B" ASPHALT TO BE 2" BELOW BOTTOM OF THE UPPER ADJUSTMENT RING OR A MINIMUM OF S" WHICHEVER IS GREATER. MORTAR JOINT(S) (3/8" MIN.) SEE- ADJUSTMENT RING (I" MIN.) OR NOTE 3 AND SPECIAL PROVISON BRICKS. SEE NOTE 4. 7-05.3(1). SECTION A -A NOTES 1. REMOVE PAVEMENT AND BASE MATERIALS FOR A DISTANCE 3 ALL JOINTS BETWEEN THE GONE, ADJUSTMENT RINGS, WHICH IS EQUAL TO THE DIAMETER OF THE FRAME PLUS FOUR BRICKS AND FRAME SHALL BE GROUTED FEET. ADJUST CASTING FRAME TO PAVEMENT SURFACE USING RISER RINGS OR CONCRETE BLOCKS PER STD. PLAN 4 ADJUSTMENT OF THE FRAME TO GRADE SHALL BE 400.1. ACCOMPLISHED WITH A COMBINATION OF ADJUSTMENT RINGS, BRICKS AND MORTAR Q. BRICKS SHALL BE 2. REPLACE EXCAVATED MATERIAL WITH A MINIMUM OF 8' OF STAGGERED TO CREATE A RUNNING BOND OR 112 BOND. T14E CLASS'B" ASPHALT OR TO A DEPTH THAT IS 2" BELOW THE USE OF SHIMS IS PROHIBITED. BOTTOM OF THE UPPER ADJUSTMENT RING WHICHEVER IS GREATER OR AS APPROVED BY THE ENGINEER. SCALE: AS NOTED ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY STD. PLAN - 400A PUBLIC WORKS TYPICAL UTILITY COVER PROVED; DEPARTMENT ADJUSTMENT FOR PAVEMENT OR OVERLAY yr� DATE VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/1991 DATUM C TY OF =� RENTON Planning/Building/Public Works Dept. SURFACE WATER DRAINAGE NOTES AND SPECIFICATIONS MEETING MUST BE HELD WITH THE CITY OF RENTON PLAN REVIEWER. N 2. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE 2014 STANDARD SPECIFICATIONS FOR ROAD, BRIDGE AND MUNICIPAL CONSTRUCTION PREPARED BY WSDOT AND THE AMERICAN PUBLIC WORKS ASSOCIATION (APWA), AS AMENDED BY THE CITY OF RENTON PUBLIC WORKS DEPARTMENT. O 3. THE SURFACE WATER DRAINAGE SYSTEM SHALL BE CONSTRUCTED ACCORDING TO THE APPROVED PLANS, WHICH ARE ON FILE IN THE PUBLIC WORKS DEPARTMENT. ANY DEVIATION r FROM THE APPROVED PLANS WILL REQUIRE WRITTEN APPROVAL FROM THE CITY OF RENTON PUBLIC WORKS DEPARTMENT, SURFACE WATER UTILITY SECTION. 4. A COPY OF THESE APPROVED PLANS MUST BE ON THE JOB SITE WHENEVER CONSTRUCTION IS IN PROGRESS. 5. DATUM SHALL BE NAVD 88 UNLESS OTHERWISE APPROVED BY THE CITY OF RENTON PUBLIC WORKS DEPARTMENT. REFERENCE BENCHMARK AND ELEVATIONS ARE NOTED ON THE PLANS. 6. ALL SEDIMENTATION/EROSION FACILITIES MUST BE IN OPERATION PRIOR TO CLEARING AND BUILDING CONSTRUCTION, AND THEY MUST BE SATISFACTORILY MAINTAINED UNTIL CONSTRUCTION IS COMPLETED AND THE POTENTIAL FOR ON -SITE EROSION HAS PASSED. 7. ALL RETENTION/DETENTION FACILITIES MUST BE INSTALLED AND IN OPERATION PRIOR TO OR IN CONJUNCTION WITH ALL CONSTRUCTION ACTIVITY UNLESS OTHERWISE APPROVED BY THE PUBLIC WORKS DEPARTMENT, SURFACE WATER UTILITY SECTION. �\ W 8. GRASS SEED MAY BE APPLIED BY HYDROSEEDWG. THE GRASS SEED MIXTURE, OTHER THAN Ln CITY OF RENTON APPROVED STANDARD MIXES, SHALL BE SUBMITTED BY A LANDSCAPE ARCHITECT AND APPROVED BY THE PUBLIC WORKS DEPARTMENT, SURFACE WATER UTILITY 0 SECTION. 0 9. ALL PIPE AND APPURTENANCES SHALL BE LAID ON A PROPERLY PREPARED FOUNDATION IN ACCORDANCE WITH SECTION 7-02.3(I) OF THE CURRENT STATE OF WASHINGTON STANDARD SPECIFICATION FOR ROAD AND BRIDGE CONSTRUCTION, THIS SHALL INCLUDE NECESSARY T LEVELING OF THE TRENCH BOTTOM OR THE TOP OF THE FOUNDATION MATERIAL, AS WELL AS PLACEMENT AND COMPACTION OF REQUIRED BEDDING MATERIAL, TO UNIFORM GRADE SO THAT THE ENTIRE LENGTH OF THE PIPE WILL BE SUPPORTED ON A UNIFORMLY DENSE, UNYIELDING BASE. ALL PIPE BEDDING SHALL BE APWA CLASS "C", WITH THE EXCEPTION OF PVC PIPE. ALL TRENCH BACKFILL SHALL BE COMPACTED TO MINIMUM 959 FOR PAVEMENT AND J STRUCTURAL FILL AND 901' OTHERWISE PER ASTM D-1557-70. PEA GRAVEL BEDDING SHALL BE 6 INCHES OVER AND UNDER PVC PIPE. 10. GALVANIZED STEEL PIPE AND ALUMINIZED STEEL PIPE FOR ALL DRAINAGE FACILITIES SHALL HAVE ASPHALT TREATMENT #1 OR BETTER INSIDE AND OUTSIDE. 11. STRUCTURES SHALL NOT BE PERMITTED WITHIN 10 FEET OF THE SPRING LINE OF ANY STORM DRAINAGE PIPE, OR 15 FEET FROM THE TOP OF ANY CHANNEL BANK. 12. ALL CATCH BASIN GRATES SHALL BE DEPRESSED 0.10 FEET BELOW PAVEMENT LEVEL. 13. ALL CBS TYPE-1 UNLESS OTHERWISE SHOWN. 14. ALL PIPES LCPE UNLESS OTHERWISE SHOWN. 15. STATION AND OFFSETS TO CENTER OF STRUCTURE UNLESS OTHERWISE SHOWN. 16. ALL GRATES ARE VANED GRATES UNLESS OTHERWISE SHOWN. Nt 17. OPEN CUT ROAD CROSSINGS THROUGH EXISTING PUBLIC RIGHT OF WAY WILL NOT BE L0 ALLOWED UNLESS SPECIFICALLY APPROVED BY CITY OF RENTON PLANNING/BUILDING/PUBLIC C) WORKS ADMINISTRATOR. C) 0 18. ROCK FOR EROSION PROTECTION OF ROADSIDE DITCHES, WHERE REQUIRED, SHALL BE OF (.0 SOUND QUARRY ROCK PLACED TO A DEPTH OF ONE (1) FOOT AND MUST MEET THE r FOLLOWING SPECIFICATIONS , 4 - 8 INCH ROCK / 40 - 707 PASSING; 2 - 4 INCH ROCK 1,30 - 401 PASSING, • AND LESS THAN 2 INCH ROCK / 10 - 207 PASSING. 19. ALL BUILDING DOWNSPOUTS AND FOOTING DRAINS SHALL BE CONNECTED TO THE STORM DRAINAGE SYSTEM, UNLESS APPROVED BY THE CITY PLAN REVIEWER OR SURFACE WATER UTILITY SECTION. AN ACCURATELY DIMENSIONED, CERTIFIED AS -BUILT DRAWING OF THIS DRAINAGE SYSTEM WILL BE SUBMITTED TO THE CITY UPON COMPLETION. 20. ISSUANCE OF THE BUILDING OR CONSTRUCTION PERMITS BY THE CITY OF RENTON DOES NOT RELIEVE THE OWNER OF THE CONTINUING LEGAL OBLIGATION AND/OR LIABILITY CONNECTED WITH STORM SURFACE WATER DISPOSITION. FURTHER, THE CITY OF RENTON DOES NOT ACCEPT ANY OBLIGATION FOR THE PROPER FUNCTIONING AND MAINTENANCE OF THE SYSTEM PROVIDED DURING CONSTRUCTION. 21. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING ADEQUATE SAFEGUARD, SAFETY DEVICES, PROTECTIVE EQUIPMENT, FLAGGERS, AND ANY OTHER NEEDED ACTIONS TO PROTECT THE LIFE, HEALTH, AND SAFETY OF THE PUBLIC, AND TO PROTECT PROPERTY IN CONNECTION WITH THE PERFORMANCE OF WORK COVERED BY THE CONTRACT ANY WORK WITHIN THE TRAVELED RIGHT OF WAY THAT MAY INTERRUPT NORMAL TRAFFIC FLOW SHALL REQUIRE A TRAFFIC CONTROL PLAN APPROVE BY THE PUBLIC WORKS DEPARTMENT, TRANSPORTATION SYSTEMS DIVISION. ALL SECTIONS OF THE WSDOT STANDARD SPECIFICATIONS 1-07-23 TRAFFIC CONTROL SHALL APPLY. MUST HAVE AN APPROVED COR TRAFFIC CONTROL PLAN AND HAUL ROUTE. SOURCE: REFERENCE 7-B, CITY OF RENTON AMENDMENTS TO THE KING COUNTY SURFACE WATER DESIGN MANUAL. AS -BUILT NO AS -BUILT INFORMATION ON THIS SHEET. "l CERTIFY THAT THE INFORMATION SHOWN HEREON WHICH WAS AS-BUIL T BY D.R. STRONG, AND MA Y INCLUDE LOCA PONS, ELEVA 77ONS, DEPTHS, PIPE SIZES, AND AS -BUILT COMMENTS, ACCURATEL Y REFLECTS EXISTING FIELD CONDITIONS AS DETERMINED BY ME OR UNDER MY DIRECT SUPERVISION ON THIS DATE 051181202 1. " R-400618 IN COMPLIANCE WITH CITY OF RENTON STANDARDS W Z 0 DATE: U BETHANY CORNER 11.29.16 FIELDBOOK: Z STORM DRAINAGE DETAILS PAGE: DRAWING N0: T 16433 & 16451 111 TH AVENUE SE C18 RENTON, WASHINGTON 98056 SHEET: 18 OF: Ito r'W' W DRS PROJECT NO. 16062 "i1 m ME - 0 6 W W z rr O U z a W m ---- TRACTB"� SENSITIVE AREA 409 S. F. \ I r� Call 2 Working Days Before You Dig 811 Utilities Underground Location Center (ID,MT,ND,OR,WA) NE 114 SECTION 29, TOWNSHIP 23 N, RANGE 5 E, W.M. 10' TREE RETENTION I EASEMENT (TYP.) Di ' W. - - - - - - - - - - - - - - - - - - - I I I I I I I I I I I I I I 1 I l I I I I I I I I I I I I I I I I I 6,734 S.F. I 5, 948 S. F. I I 5,948 S.F. I I 2 7 I 5,948 S. F. i i 7,119 S. F. I I I LOCATE NO PARKIN I I I S(GNS ON LIGHT P2LE I I I POSED STREET LIGHTS I I 10' PRIVATE I S I ( I I I PROPOSED WATER( PROPOSED FIRE HYDRANT (TYP). ). ER ILLUMINATION PLAN (TYP)J TORM DRAINAGE ASEMENT MAIN (TYP) I PROVIDE MIN. I - - - - - (TYP.) - - - - - _J LJO' OINT UTILITY I OF CLEAR SPACE EASEMENT (TYP.) ROPOSEDJ L AROUND FIRE J HYDRANT - SERVICE (TYP) T a o I a aT F-- --- D STREET- ( I 10�J0/NT U�7POSE TREES PER EASELANDSCAPE L - JI I (RCHITECT (TYP) ROPOSED PER I I SIDE I I MAIN (TYP) PRIVATE JOl�T ACCESS EASEMENT 'EWER (TYP) I 6 I I 7 I I 8 I I 6,447 S. F. I I 5,889 S. F. I I 6,148 S. F. I I 6,149 S.F. I I I I I I I I I I I I I I PROPOSED STORM WATEf� I pETEN TION/RETEN A I I I I I I I I -i L------ J------- - - - - -� �L� � - - - -� --- J ■ swam "------------ -------- ------ y-------------- h------------ - --------------------------k 1 -------------- =_________ ---r�--- --------------q=---==- RACTt==========f= ORM_,OR-IIN�LGE_--____-- -- --A03fi_S__.------ -------------- i------------_-- -----------------------t a-------------- I--------------u------------}- n } --------------N-------------- --------------- -------------- ��----------- ---------- ---------- 10' PRl VA TE _ STORM DRAINAGE 10' TREE RETENTION PROPOSED EASEMENT (TYP.) EASEMENT (TYP.) REPLACEMENT TREES PER LANDSCAPE ARCHITECT (TYP) C�/GJ/GC/G/ D.R. STRONG CONSUL TING ENGINEERS ENGINEERS PLANNERS SURVEYORS 620 - 7th AVENUE KIRKLAND, WA 98033 0 425 827 3063 F 425 827 2423 BE THAN Y CORNER EXISTING FIRE HYDRANT AND 2 FIXED BOLLARDS; PER STANDARD DETAILS H021 AND H022, SEE SHEET C9 (TYP) 7 CITY COMMENTS JSM 4.12.19 SURVEYED: SCALE: SPF VERTICAL: NAVD 1988 83/1 8 REVISED FRONTAGE GRADING PER GAS MAIN JSM 12.14.20HAPPR DESIGNED: AS NOTED HORIZONTAL: NAD 19ss, 9 REVISED FRONTAGE PER CITY COMMENTS JSM 1.15.21JSM 10 REVISED VAULT CONTROL STRUCTURE JSM 5.9.21DRAWN: CWA ONE INCH DATUM11 RECORD DRAWINGS JSM 6.25.21CHECKED:JSM AT FULL SCALE IF NOT ONE INCH N 0. REVISION BY DATEAPPROVED: SCALE ACCORDINGLY MAJ UTILITY CROSSING TABLE C# UTILITY BOTTOM OF PIPE TOP OF PIPE CLEARANCE (FT) FG 1 12" SD 421.61 422.61 1.00* 425.13 4 " WA 420.28 420.61 2 12" SO 421.49 422.49 2.00 425.19 8" SS 418.82 419.49 3 12" SO 421.29 422.29 1.00* 426.62 4 " WA 423.29 423.62 4 12" SO 420.81 421.81 2.28 426.68 8" SS 417.86 418.53 5 12" SO 422.42 423.42 0.62** 427 73 8" WA 424.04 424.71 6 12" SO 422.08 423.08 4.01 427.64 8" SS 417.40 418.07 7 8" WA 423.96 424.63 5.66 42763 8" SS 417.64 418.31 8 12" SO 417.80 418.80 10.39 424.07 8" SS 7 406.74 1 40741 NOTE: WATER MAIN REQUIRES 3 FOOT MINIMUM COVER. * DEFLECT WATER MAIN UNDER STORM TO PROVIDE MINIMUM 1 FOOT CLEARANCE. ** PROVIDE ETHAFOAM PAD FOR CLEARANCE LESS THAN 1.0' FIRE SPRINKLER NOTE MAX AVAILABLE FIRE FLOW = 1,000 GPM. ALL DWELLINGS EXCEEDING 3,600 SO -FT (INCLUDING GARAGE AND BASEMENT) WILL REQUIRE FIRE SPRINKLER SYSTEMS APPROVED BY THE CITY OF RENTON. NORTH GRAPHIC SCALE 0 15 30 60 1 INCH = 30 FT. C TY OF =� RENTON Planning/Building/Public Works Dept. AS -BUILT NO AS -BUILT INFORMATION ON THIS SHEET. "I CER71FY THAT THE INFORMA770N SHOWN HEREON WHICH WAS AS-BUIL T BY D.R. STRONG, AND MA Y INCLUDE LOCA TIONS, ELEVA TIONS, DEPTHS, PIPE SIZES, AND AS -BUILT COMMENTS, ACCURATELY REFLECTS EXISTING FIELD CONDITIONS AS DETERMINED BY ME OR UNDER MY DIRECT SUPERVISION ON 77-IIS DA7E- 051181202 1. " S-400601 W-400601 R-400619 IN COMPLIANCE WITH CITY OF RENTON STANDARDS N C) 00 Ln C) C) i a J C) 0 C) W z O DATE: BETHANY CORNER 11.29.16 >- FIELDBOOK: z COMPOSITE UTILITY PLAN PAGE: DRAWING N0: T 16433 & 16451 111 TH AVENUE SE C19 RENTON, WASHINGTON 98056 SHEET: 19 OF: 19 r'W' W DRS PROJECT NO. 16062 0 i 0 LLI rr LU z O U z Q 2 LU m U NE 1/4 SECTION 29, TOWNSHIP 23 N, RANGE 5 E, W.M. BETfMNYCORNER AKER TYPICAL OFFSITE TREE TO �I I v BE RETAINED. SEE CIVIL SET I ---� 21 20 18 I� 1 q88°05'55"W N TRACT C 270.31' ' o _ (2)g D �� 10 D 0.0 P, A .. ;........ `- SENSI TI VE AREA 1 1 D 1 „D w A Av v v v A A '.'.. 4 _ ------ vv v vv vv --- - - - - -- vvvQlz9_v_QY_v_v_v_vvv J 1 r-,----------�-------- -�` ` M .. . ILI II I I I I TYPICAL ONSITE TREE TO BE 2 5 I ► I`: I I I I W.'.'1..'.'.1 0 RETAINED. SEE CIVIL SET I 16"E I I ► I ► I I I I t �1`. e G :: rn `� LANDSCAPING ON THE BUILDING 10",16"E I I I ► I .y.y:+'. `n > LOTS SHALL BE INSTALLED AT THE 1 I I 4 1 j 3 I I I TIME OF HOME CONSTRUCTION, ,� I 5,948 S. F. ► ► 5,948 S. F. I j 13-'---- -= 1 10 I I 5, 948 S. F. I A TYPICAI ,18E I I I I I I I I is Iv' :,:, ,:�, , , , O Z UUbtiUU— (�470 I I I I I I I LOT 1 I A ''' :::.:::.::: '' r— o I I , 6, 734 S. F. I I I I I I i p` M 4 Rf~ ..LIGHT 15' SANITARY SEWER HYD M EASEMENT REC. N0. TREES PLANTED IN YARDS SHALL BEgg 1 ----— — — I — — —I I ------_-- INSTALLED MINIMUM 5' AWAY FROM — I ----J `—-------_mm HYi L1 1 PROPERTY LINE, TYPICAL/ _ _ — r — v v G ■ ..'. O / O e :. e ;.;.:. :.. / C� N V ■ .4. a'. ° ° .: e ° e .. .... . e e ■ p e d. ° . . / 1 .............. TR....tIGH...... ................ ...... ...... ....... ° e ' ...... ..... ............. .. ............................ o. ° I 6 ' '.''''. :':': M .................. '.......'.'.....'.'.....'.'.....'.'.....'.' ... ..'.'.....'.'...'.'.'... ... ... STRE .................. ' '...........'.'................ .......... �.'.........' .'....'. '..'.' —� STREET TREE TYPICAL. ALL OTHER 1 .............'.'..... .. ... .. .. .. ......... TREES ARE YARD TREES AND SHALL MG M ".'.'.'. '.'.' ...... .. .. .'.'.'.'.'.'.'.'.'.'.'.'.'..'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'... .. ..a■..::....::...........................'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'..'.'.'.'..'.'.'.'..'.'.'.'.'............ >I�w .......'........ ■■...:' ::�ilil.. �.. :.:..... LANDS CAP I N G TO B E INSTALLED AT ................................. :..:......:..:...........:.....'.'.: . :::I BE PLACED ON THE BUILDING LOTS ............................................ .................................................. TIME OF BUILDING PERMIT r :'0:':-:: ::..:: ....... AND INSTALLED AT THE TIME OF HOME o ..................................... T....... '.. '......... CONSTRUCTION. SEE ADDT'L NOTES 1 `�' \ ■ ...................... ° a. .......... RE�. 86 ■ 'a 9 e I• ° . ° . e.. ..... ... FOR TRACT A TREES !� . ° : a ° d N N ® a U G 008800-0480 o r- O 1 ............ .:.:.....:.:.....:.:...' G v 1 — — — 1 1 a F — _ M M NN a .....' ... ■.... . . ST ET11 H LAWN IN ALL LANDSCAPE STRIPS, I W r -- ---I 1--- V I ,--—— — — — — —— G —' '----------� 0� ...r F a .::::. I... :.I - TYPICAL. HATCH NOT SHOWN. I ILl I I I - ` ` - ` - ` ® ... LANDSCAPE CONTRACTOR TO — ► ► w °° — ....F1 IF CALCULATE QUANTITIES I I I I ► W::`.-.-`.-.-.- :`.-.-y:. G I I I I w ....... H G ....:. , II ... .'.I TRACTB ► I , , , I MG SHARED DRIVE WAY I I I I I I I I I I I I R . a. G ..'.' 544 S. F. I I I I 8 I I R A - . TFF/`i '.'A-' M ... I 9 I I 6 9 48 S F I I I RH A l TOh' 1 I IAA 6E. MG A MAILBOX Call 2 Working Days Before You Dig 811 Utilities Underground Location Center (ID,MT,ND,OR,WA) 5 I I I I I I I I 7 I 5, 617 S. F I I I L— I I I I I I I I I I I I I I I I I I I I I --- --J L-----------J 11 10[D TREES PLANTED IN YARDS SHALL BE INSTALLED MINIMUM 5' AWAY FROM PROPERTY LINE, TYPICAL ——N88*05'31 "W—270.27' 270.00(P) 15' SANITARY SEWER EASEMENT REC. NO. 8211120699 1 1 REVISED ]WI SMALL TREES DUE TO PROXIMITY OF UNDERGROUND UTILITIES AND VAULT REVISION JMV 1 5.15.21 J MV SURVEYED: DESIGNED: DRAWN: CHECKED: AP P R I APPROVED X SCALE: AS NOTED ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY TREE LEGEND ejEXISTING DECIDOUS TREE TO BE RETAINED. SEE TREE RETENTION PLAN �')8"D EXISTING EVERGREEN TREE TO BE 16"E RETAINED. SEE TREE RETENTION PLAN LANDSCAPING TO BE INSTALLED AT TIME OF BUILDING PERMIT STREET TREES TO BE INSTALLED AT TIME OF PLAT DEVELOPMENT a Q STATE OF Wa LAN ECT JEFF M. VA LEY CERTIFICATE No. 774 H • H SEE ADDITIONAL LANDSCAPE PLAN FOR LOT 1. NOT INCLUDED IN THIS SET STREET TREES MINIMUM 15' AWAY FROM PROPOSED STREET LIGHTS, TYPICAL 15' WIDTH LANDSCAPE BUFFER AROUND STORMWATER VAULT STREET TREE, TYPICAL. SMALL SIZE TREE DUE TO PROXIMITY TO GAS AND STORM LINES LANDSCAPING IN TRACT A TO BE INSTALLED AT TIME OF PLAT DEVELOPMENT VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/1991 DATUM CITY OF =� RENTON Planning/Building/Public Works Dept. R-400617 APPROVED FOR CONSTRUCTION SUBJECT TO ERRORS AND OMISSIONS BY: DATE: BY: DATE: Ir BY: DATE: uJ z BY: DATE: 01� 0 DATE: U BETHANY CORNER 03.17.2017 PRELIMINARY SHORT PLAT FIELDBOOK: z LANDSCAPE PLAN PAGE: DRAWING N0: 16433 & 16451 111 TH AVENUE SE RENTON, WASHINGTON 98056 SHEET: I _1 OF:2 DRS PROJECT NO. 16062 (0 0 ILL] rr LU Z rr O U Z Q LU M NE 1/4 SECTION 29, TOWNSHIP 23 N, RANGE 5 E, W.M. BETfMNYCORNER REPLACEMENT TREE PLANT SCHEDULE BOTANICAL NAME TREES XX Acer circinatum* w Thuja plicata 'Excelsa'* COMMON NAME Vine Maple Western Red Cedar QTY SIZE 5 2" cal 7 2" cal 24 total caliper inches required for tree replacement. See civil set for calculations. A total of twelve 2" caliper replacement trees are proposed. 12 trees x 2"/tree = 24 total replacement caliper inches provided. See sheet L-1 for replacement tree locations. Note: caliper is measured 4.5' above top of rootball. TREE PLANT SCHEDULE BOTANICAL NAME COMMON NAME QTY SIZE TREES Tilia americans* (Street tree) Acer griseum* Parrotia persica 'Vanessa'* (Street tree) Acer truncatum x A. plat. 'Warren's Red'* Amelanchier grand. 'Autumn Brilliance'* Acer ginnala 'Flame'* Cercis canadensis'* Prunus x yeodensis* 'Yoshino'* REMARKS Full and Matching Full and Matching REMARKS Linden 6 1-1/2" cal Full and Matching, min. 8'-10' ht Paperbark Maple 3 1-1/211 cal Full and Matching, min. 8'-10' ht Persian Ironwood 5 1-1/2" cal Full and Matching, min. 8'-10' ht Pacific Sunset Maple 2 1-1 /2" cal Full and Matching, min. 8'-10' ht Serviceberry 5 1-1/2" cal Full and Matching, min. 8'-10' ht Amur Maple 3 1-1/219 cal Full and Matching, min. 8'-10' ht Eastern Redbud 3 1-1/2" cal Full and Matching, min. 8'-10' ht Flowering Cherry 1 1-1/2" cal Full and Matching, min. 8'-10' ht *Considered drought tolerant in Pacific Northwest once established All street trees to be specimen grade with a single leader. Tree height listed is from top of rootball to top of tree at time of planting. Damaged trees shall be replaced with same species and minimum 2" caliper. Per RMC 4-4-070 (F)(2), minimum 1 street tree planted per address, where curb cuts, driveway, and utilities do not allow the required trees to be planted. Per RMC 4-4-070 (F)(3), where there is insufficient space or no public frontage, street trees are required in the front yard. Install watering bags on all trees. Note: caliper is measured 4.5' above top of rootball. PLANT SCHEDULE BOTANICAL NAME COMMON NAME SHRUBS and GROUND COVER Viburnum davidii* Nandina domestics* Azalea sp. 'Hino Crimson'* MG Miscanthus sinensis* © Pennisetum slop. 'Hameln'* ® Euonymus fortunei 'Emerald n Gold'* © Lavandula sp.* RH Rhododendron 'Purple Splendour'* QTY SIZE REMARKS David Viburnum 2 gallon Nandina 2 gallon Evergreen Azalea 2 gallon Maiden Grass 2 gallon Dwarf Ft Grass 2 gallon Euonymus 2 gallon Lavender 2 gallon Rhodie 2 gallon am=Arctostaphyllos uva-ursi* Kinnikinnik As req'd 1 gallon Erica sp. 'Mediterranean Pink'* Heather As req'd 1 gallon Bergenia sp. 'Bressingham Ruby'* Elephant Ear As req'd 1 gallon Fragaria chiloensis* Dune Strawberry As req'd 1 gallon Plant in groups of minimum 15 ground cover of each species. Triangular spacing *Considered drought tolerant in Pacific Northwest once established .W..W..W...W.. Lawn, shovel cut transition between lawn and landscape beds See notes this set for additional lawn areas with hatch pattern not shown. Call 2 Working Days Before You Dig 811 Utilities Underground Location Center (ID,MT,ND,OR,WA) 1 1 REVISED 061 Full and Matching Full and Matching Full and Matching Full and Matching Full and Matching Full and Matching Full and Matching Full and Matching Full and Matching/Plant 30" o.c. Full and Matching/Plant 30" o.c. Full and Matching/Plant 30" o.c. Full and Matching/Plant 30" o.c. REVISION JMV 1 5.15.21 LANDSCAPE NOTES 1. CONTRACTOR SHALL BE RESPONSIBLE FOR FAMILIARIZING THEMSELVES WITH ALL OTHER SITE IMPROVEMENTS AND CONDITIONS PRIOR TO STARTING LANDSCAPE WORK. 2. CONTRACTOR SHALL USE CAUTION WHILE EXCAVATING TO AVOID DISTURBING ANY UTILITIES ENCOUNTERED. CONTRACTOR IS TO PROMPTLY ADVISE OWNER OF ANY DISTURBED UTILITIES. LOCATION SERVICE PHONE 1—800-424-5555 3. CONTRACTOR SHALL MAINTAIN AND WATER ALL PLANT MATERIAL FOR 1 YEAR OR UNTIL FINAL INSPECTION AND ACCEPTANCE BY OWNER. 4. CONTRACTOR SHALL BE RESPONSIBLE FOR COMPUTING SPECIFIC QUANTITIES OF GROUND COVERS AND PLANT MATERIALS UTILIZING ON —CENTER SPACING FOR PLANTS AS STATED ON THE LANDSCAPE PLAN AND MINIMUM PLANTING DISTANCES AS SPECIFIED BELOW IN THESE NOTES. 5. CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING THE QUANTITIES OF PLANTS THAT ARE REPRESENTED BY SYMBOLS ON THE DRAWINGS. 6. SUBGRADE IS TO BE WITHIN 1 /10" OF ONE FOOT AS PROVIDED BY OTHERS. ALL PLANTING AREAS TO BE CLEARED OF ALL CONSTRUCTION MATERIAL AND ROCKS AND STICKS LARGER THAN 2" DIAMETER. 7. 4" DEPTH NEW TOPSOIL IN NEW BEDS SHOWN. ROTOTILL INTO TOP 6" OF SOIL. 8. ALL BEDS TO RECEIVE A MINIMUM OF 2" FINE FIR BARK. 9. ALL PLANT MATERIAL SHALL BE FERTILIZED WITH AGRO TRANSPLANT FERTILIZER 4-2-2 PER MANUFACTURER'S SPECIFICATIONS. 10. ALL PLANT MATERIAL SHALL CONFORM TO AAN STANDARDS FOR NURSERY STOCK, LATEST EDITION. ANY REPLACEMENTS MADE AT ONCE. A. GENERAL: ALL PLANT MATERIAL FURNISHED SHALL BE HEALTHY REPRESENTATIVES, TYPICAL OF THEIR SPECIES OR VARIETY AND SHALL HAVE A NORMAL GROWTH HABIT. THEY SHALL BE FULL, WELL BRANCHED, WELL PROPORTIONED, AND HAVE A VIGOROUS, WELL DEVELOPED ROOT SYSTEM. ALL PLANTS SHALL BE HARDY UNDER CLIMATIC CONDITIONS SIMILAR TO THOSE IN THE LOCALITY OF THE PROJECT. B. TREES, SHRUBS, AND GROUND COVER: QUANTITIES, SPECIES, AND VARIETIES, SIZES AND CONDITIONS AS SHOWN ON THE PLANTING PLAN. PLANTS TO BE HEALTHY, VIGOROUS, WELL FOLIATED WHEN IN LEAF. FREE OF DISEASE, INJURY, INSECTS, DECAY, HARMFUL DEFECTS, AND ALL WEEDS. NO SUBSTITUTIONS SHALL MADE WITHOUT WRITTEN APPROVAL FROM LANDSCAPE ARCHITECT OR OWNER. 11. NO PERMANENT IRRIGATION SYSTEM IS PROPOSED. TREES LOCATED ON THE PROPOSED LOTS WILL BE IRRIGATED BY FUTURE HOMEOWNERS. LANDSCAPE STRIP PLANT MATERIAL IS CONSIDERED 100% DROUGHT TOLERANT AND SHALL BE PROVIDED TEMPORARY IRRIGATION FOR THE FIRST TWO (2) YEARS. 12. HOME BUILDER SHALL BE RESPONSIBLE FOR INSTALLING PROPOSED LOT TREES UPON COMPLETION OF THE PROPOSED HOMES. STREETSCAPE PLANT MATERIAL SHALL BE INSTALLED BY DEVELOPER. 13. TREES SHALL BE STAKED WITH 2" DIAMETER LODGEPOLE PINE STAKES, OR APPROVED SIMILAR. REMOVE STAKES AFTER 1 YEAR PLANT 1 " HIGI IN NURSERY FINISH GRADE JMV SURVEYED: DESIGNED: DRAWN: CHECKED: AP P R I APPROVED 'RUNE DISEASED AND 3ROKEN BRANCHES a Q STATE OF WASHINGTO E S E E LAN C C TECT JEF M. VA LEY CERTIFICATE No. 774 STAPLE TREE L PLASTIC INTERLOCKING TREE TIES OR APPROVED EQUAL DETAIL ` I"H"'7--j 12"MIN. BOTH SIDES PRUNE DISEASED AND BROKEN BRANCHES 2"x2" LODGEPOLE TREE STAKES_ TAKE APPROVED SIMILAR SOR PLASTIC INTERLOCKING TREE TIES INSTALL "TREE BOOT" OR SEE DETAIL ABOVE _ "ARBORGARD" IN LAWN AREAS. REMOVE BINDING TWINE, BURLAP, Lj't AND WIRE, TYPICAL w PLANT TREE 1"-2" HIGHER a THAN IN NURSERY 2" SETTLED DEPTH WITH SPECIFIED MULCH N < WATERING BASIN FERTILIZER TABLETS (4-21 GRAM-20-10-5) ROOT DEFLECTOR FOR TREES ` ;--•• •:-... � ' /% � " /` ROOT DEFLECTOR FOR TREES � ADJACENT CURBSIDE TO SIDEWALKS AND ���/ ` .;'= ; �// ' ``` ' ' ''' '; ` �/ AD,JRACENT TO SIDEWALKS AND CU BSIDE :.:." SCARIFY PLANTING PIT SPECIFIED PLANTING SOIL , SIDES AND BOTTOM UNDISTURBED GROUND !i�/i� ::'..`:;` �i��i�';:;'.;' ��\ 6" DEEP, FIRM, NATIVE SOIL MOUND 12" MIN. FOR WOOD STAKES & 18" FOR REBAR REMOVE TOP 1/3 OF BURLAP ?" SETTLED DEPTH OF SPECIFIED MULCH 3x ROOTBALL WIDTH �—IN HEAVY SOILS, AUGER 8%6' DEEP HOLE (OR THROUGH HARDPAN) FILL WITH CRUSHED ROCK. VERIFY GOOD DRAINAGE PRIOR TO PLANTING. NOTE: DO NOT PIERCE TREE ROOTBALL WITH TREE STAKES DECIDUOUS TREE PLANTING & STAKING DETAIL NOT TO SCALE -ERTILIZER TABLETS/SPECS SPECIFIED AMENDED BACKFILL 'OMPACT AND WATER THOROUGHLY -1RM NATIVE SOIL MOUND SHRUB PLANTING DETAIL NOT TO SCALE SCALE: AS NOTED 1 ONE INCH 1 AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/1991 DATUM CITY OF =� REN TON Planning/Building/Public Works Dept. R-400618 APPROVED FOR CONSTRUCTION SUBJECT TO ERRORS AND OMISSIONS BY: DATE: BY: DATE: rr BY: DATE: LU Z BY: DATE: 01� O DATE: U BETHANY CORNER 03.17.2017 PRELIMINARY SHORT PLAT FIELDBOOK: Z LANDSCAPE PLAN PAGE: DRAWING NO: 2 16433 & 16451 111 TH AVENUE SE I- RENTON, WASHINGTON 98056 SHEET:L-2 OF:2 M DRS PROJECT NO. 16062 1..I.J O O O 0 W 0 Z m 0 w a In W 0- 0- L LLI � M I w zJ 0 I Y 9 3 W °' 11 L I O E-+ ?DRAIL 50' RT W af � 0.9N I 'ORNER C � I 1 RDRAIL STEEP a_ CURB FETY ?AIL - I zz L r I JJ. I OF �o I>� J O U (� I N = U�o i N Z 0 Z 4 F 0 Z r Q 4 U N W W o o 3 qa C w a N 0 C3 U Q IZ IZ rn I. r LLJ (Vrr M J J J m C/) U) U) I­-Z Z z Z 00 O �» 12 w w O w [If [If U r z z U � � of a � � m CV O z z w J li I ------------I BETHANY CORNER A PORTION OF THE NE 1/4 OF SECTION 29, T. 29 N., R. 05 E., W.M. CITY OF RENTON, STATE OF WASHINGTON 430.0-�__-�.� • • 429. OP Of 430.0 430.0 0 x 'J II MG M -........ .. . 1 H R 19:: 5.:. z i I =1 : I: W A: o e I I I I I ;LL:.:.:.:. G :I L - - - - - - - - - - 110' JOINT _U TlL l T Y -- - ---•--I-, �7L7- T EASEMENT ~ ----------- IMrt---J TYP. m( e i ) T 4 G - ! F A F G ..1 F V FG _ ,d: 10 .• a ..• �: 1 22+00 ------------------.._:__. .........Il:.:.:. ROAD A I 1 21 + 00 3----------- ----- ----- _ - _ - -= . I .. . ,� I - -x - 1 - � Z -�� STRIP TP.) 1 �/ -- I----`v`. I IV L 2 Cp1 --� ^•/ ,: .. •Qe .. e � � a ..e. e. •" - \ p a. v �. e e e e e Id e . e q •e T 291 7- r� nl 1 _ _ _ / 1 \ .FG v v ASPHALT 1 80 -0560 1 1 -i r-- - - - - - - -i ---- SHED I I I I J NT UTILITY r- _ I I 1 I I X X EASEMENT j I I�x 5' ) / TYP• STD ILAN 1021 I I PR , LUMINAIRE SCHEDULE .•.i`�ISM N-0 ."• 1 ,t LUM. N0. POLE ID. NO.* CIRCUIT NO. LOCATION COORD. OFFSET (FEET) LED LAMP WATTAGE MAST ARM (FEET) MOUNTING HGT. (FT.) STANDARD PLAN # LAT. LONG. 1 A 111 TH AVE SE 9+00 18.5' LT 44 LED NA 14' 116.1 2 A 111 TH AVE SE 9+51 18.5' LT 44 LED NA 14' 116.1 3 A 111 TH AVE SE 10+06 18.5' LT 44 LED NA 14' 116.1 4 A 111 TH AVE SE 11 +16 18.5' LT 44 LED NA 14' 116.1 5 A 111 TH AVE SE 11 +71 18.5' LT 44 LED NA 14' 116.1 6 A ROAD A 20+50 17.5' RT 44 LED NA 14' 116.1 7 A ROAD A 20+97 17.5' LT 44 LED NA 14' 116.1 8 A ROAD A 21+27 17.5' RT 44 LED NA 14' 116.1 9 A ROAD A 21+91.5 17.5' LT 44 LED NA 14' 116.1 10 A ROAD A 22+22.5 17.5' RT 44 LED NA 14' 116.1 * NOTE: POLE ID NOS. ARE TO BE PROVIDED BY THE CITY AT TIME OF CONSTRUCTION. COORDINATES SHALL BE PROVIDED IN THE AS -BUILT PLANS. 20 0 20 40 scale feet CALJTIDN: LOCATION OF EXISTING UTILITIES SHOWN IS APPROXIMATE AND MAY NOT BE ACCURATE OR ALL INCLUSIVE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO POTHOLE AS REQUIRED AND FIELD VERIFY LOCATION OF UTILITIES PRIOR TO PROCEEDING WITH CONSTRUCTION. UNDERGROUND UTILITY NOTE: YOU MUST CALL 811 NOT LESS THAN 72 HOURS BEFORE BEGINNING EXCA VA TION WHERE ANY UNDERGROUND UTILITIES MAYBE LOCATED. FAILURE TO DO SO COULD MEAN BEARING SUBSTANTIAL REPAIR COSTS (UP TO THREE TIMES THE COST OF REPAIRS TO THE SERVICE). �R D: 'N Z, I� 2 e W '- OP TRANSFOR :3 III I 1 I 5 I O III 1 I W41,17 111 cw o 11 �> IiI I a III F-- 008800-C I a- r. O I 1 I ' �11 a- � o I I� 1 o III `Z NN ICI I � I �I FUTURE ICI LUMINAIRE BY OTHERS I KANSFORM 008800-0- 11 VI d 1 008800-0: 0 BOLLARD(TYP 313 F e � L 1 1 008800-0- 4 ...... I I I II � ICI o .... I I ....... III II j SSI III I RI N ® ICI CONSTRUCTION NOTES O1 INSTALL NEIGHBORHOOD STREET PEDESTRIAN LUMINAIRE FIXTURE AND POLE PER STANDARD PLAN 116.1, CONCRETE FOUNDATION, AND ASSOCIATED JUNCTION BOX PER DETAILS ON SHEET 2 AND 3, AND LUMINAIRE POLE SCHEDULE. 2O INSTALL ELECTRICAL SERVICE CABINET # XXX PER DETAILS ON SHEET 3, LOCATED ON ROAD A A T APPROXIMA TE STA TION 9+27, 17' L T COORDINA TE WITH C. 0. R. ERIC CU TSHALL, TRANSPOR TA TION MAINTENANCE MANAGER, 425- 430- 7423, FOR SERVICE CONNECTION. LABEL STREET FACING SIDE OF CONTACTOR CABINET WITH ADDRESS LOCATION FOLLOWING COR STANDARD PLAN 122.1. O INSTALL TYPE 1 JUNCTION BOX WITH CONCRETE PAD PER COR STANDARD PLAN 120. WIRING SCHEDULE CONDUIT RUN 0 CONDUIT SIZE CONDUCTORS NOTES 1 2.0" PVC (SCHEDULE 40) 2-#8, 1-#8 GREEN 2 2.0" PVC SCHEDULE 80 2- 8, 1- 8 GREEN 3 2.0" PVC (SCHEDULE 40) 2-#8, 3-#14 1-#8 GREEN PHOTOCELL 4 2.0" PVC SCHEDULE 40 PSE POWER 5 2.0" PVC (SCHEDULE 40) PULL STRING :j LEGEND LED PEDESTRIAN LUMINAIRE 1 -400603 AND DECORATIVE POLE - - - - - - - PVC CONDUIT (SEE WIRING SCHEDULE) R-4006221 ® TYPE 1 JUNCTION BOX WITH RECOMMENDED CONCRETE PAD FOR APPROVAL ® SERVICE CABINET BY AWIRE NOTE BY O CONSTRUCTION NOTE BY CHECKED FOR COMPLIANCE TANDARDS DEVELOPMENT ENGINEERING chavez 04/22/2019 DATE DATE TRANSPORTATION OPERATION r2Z znn� n�T DATE Traff NORTHWEST Ex TRA FT -IC EXPERTS 11410 NE 124th St., #590, Kirkland, WA 98034 Phone:425.522.4118 Fax:425.522.4311 NAL 1-4-19 0 0 1 r 1 0 ry O O r 0 I..L 0 Z m 0 O O O W 0 I C4 o f M Y Z in 0 0 C7 9 3 W o ul a o v= (n W Z LLJ ly 0 O U Z >_ O Z Q = Z_ m m J J m W W 0 O Z 0 n Z ; qa Y o w 0- a N 0 U Q CC CL CL Q Q TM M J J J m C/) (n (n Z O O Q w c17 c17 j j 12 w w O w [If U I— J J U � � Lu a U0U) FUSE KITS QUICK REFER TO WSDOT LOCKING DISCONNECT 10 AMP IN LINE LID STANDARD DUTY FUSE KITS S.E.C. OR EQUAL - JUNCTION BOX TYPES 1 & 2 STANDARD PLAN J- 40.10 SPLICE KITS CLEAR EPDXY SPLICE KITS ON ALL THRU WIRE RUNS — CONCRETE PAD OR SIDEWALK PER STD PLAN 120 24"(MIN) COVER # 8 BARE COPPER I GROUND WIRE GROUND LUG TO LUMINAIRE - #8GREEN INSULATED WIRE TO FIXTURE GROUND LUG II II II II GROUND II II CLAMP II II II 1 -# 8 EQUIPMENT GROUND PVC CONDUIT II II WIREW/GREEN INSULATION FROM SERVICE CABINET I I 2 - LIGHTING SYSTEM 5/8%8' COPPER CLAD WIRES TO CONTACTOR GROUND ROD SIZED AS REQ'D.) CRETE FOUNDATION NOTES: 1. THIS DETAIL DEPICTS THE BASIC LUMINAIRE ELECTRICAL WIRING SYSTEM. ADDITIONAL ELECTRICAL EQUIPMENT MAY VARY. 2. MINIMUM GROUND WIRE SIZE SHALL BE # 8, AS SHOWN ABOVE. IF CURRENT CARRYING CONDUCTORS ARE LARGER THAN # 8, THE MINIMUM GROUND WIRE SIZE SHALL MATCH THE LARGEST WIRE SIZE OF THE CURRENT CARRYING CONDUCTORS. 3. EQUIPMENT GROUND WIRE & BARE WIRE SHALL BE SECURELY FASTENED TO THE GROUND LUG INSIDE THE POLE HANDHOLE. ALL BONDING & GROUNDING CONNECTIONS SHALL REMAIN ACCESSIBLE FOR INSPECTION AND MAINTENANCE. 4. IF THE FIXTURE MANUFACTURER HAS MADE PROVISIONS FOR THE ATTACHMENT OF A GROUND WIRE, A GREEN INSULATED WIRE OF THE SAME SIZE SHALL RUN FROM THE FIXTURE TO THE GROUND LUG INSIDE THE POLE HANDHOLE. IF THE FIXTURE MANUFACTURER HAS A GROUND LUG A #8 GREEN INSULATED WIRE SHALL BE RUN FROM THE FIXTURE GROUND LUG TO THE POLE GROUND LUG. Gti`� Y O ® PUBLIC WORKS DEPARTMENT LUMINAIRE ELECTRICAL WIRING SYSTEM 7'-0" V-6" 0 D i STD. PLAN - 119 A . PROVED: GAZ 3/13/2019 1 DATE DATE -0" -I [0, )OI I D LUMINAIRE POLE \\z JUNCTION BOX LUMINAIRE POLE JUNCTION BOX CONCRETE PAD CONCRETE SIDEWALK PLAN VIEW PLAN VIEW PER STD PLAN 102 LUMINAIRE POLE CONCRETE PAD 4" JUNCnON BOX _ LUMINAIRE CONCRETE FOUNDATION SIDE VIEW LUMINAIRE CONCRETE PAD DETAIL LUMINAIRE POLE CONCRETE SIDEWALK PER STD PLAN 102 "-JUNCTION BOX LUMINAIRE CONCRETE FOUNDATION SIDE VIEW LUMINAIRE WITH SIDEWALK DETAIL GENERAL NOTES: 1. LUMINAIRE CONCRETE PAD SHALL BE USED IN AREAS D OUTSIDE OF SIDEWALK 2. CONCRETE CLASS FOR LUMINAIRE CONCRETE PAD SHALL 1 - 0" BE PER STD PLAN 135 3. TOP OF LUMINAIRE FOUNDATION ELEVATION SHALL BE LOCATED AT BOTTOM OF LUMINAIRE CONCRETE PAD CONCRETE PAD 1'-0" ELEVATION OR BOTTOM OF SIDEWALK ELEVATION PLAN VIEW JUNCTION BOX I 4. LUMINAIRE POLE AND JUNCTION BOX TYPE PER PLAN 4" 5. LUMINAIRE CONCRETE PAD ACCOMMODATES TYPE 1 AND TYPE 2 JUNCTION BOXES ONLY CONCRETE PAD JUNCTION BOX SIDE VIEW INDIVIDUAL JUNCTION BOX PAD DETAIL LUMINAIRE CONCRETE STD. PLAN - 120 PUBLIC WORKS DEPARTMENT PAD/ SIDEWALK AND A�P1�iwTED: v 19 I '�FNEo$ JUNCTION BOX CONCRETE PAD Gregg A ZImm�Frlr�/a 6C7AAn07RFRR4 5F... DATE rnnvv riI i WYE SPLICE SPLICE KIT FUSE KIT FUSE KIT & SPLICE KIT DETAILS �*0s�7 Y O�ADOPTED CITY OF RENTON BAR Standard plans N LST DATE: 1 1 /5/96 REVISION BY APPR'D DWG. NAME: JR-12 SP PAGE: JO13 DocuSign Envelope ID: 5D308A1A-204D-48E8-BB23-8A2834BB565E Z _ - Nzo �t R ,_ __ N �O W �� rU a sus — N W J C7 ~ a W u _ {w� �Z - !Z s 0 W {Q - Z IHy. _-- �J_ f Z W WL Of HOJ Q S <ul z W ---�—I�I I 1 Q oz:� W�� - r Ld z - W F � O i � f Z 0 U Ll1 O N- 4 LLI J LLJ I „ ; I ' { ••r �` I I 1 II --I'--------------' V r r Go V - A E- Z - � a 0 } y7- J T 0 r r j ! --- -- _ 3NI1 - �r T A A t Y Q SERVICE CABINET STD. PLAN - 122.1 PUBLIC WORKS i I'ROVFO DEPARTMENT GAZ 3/13/2019 1 D,, TE DocuSign Envelope ID 5D30BA1A-204D-48EB-BB23-8A2834BB565E GENERAL NOTES 1 ALL TRANSPORTATION INFRASTRUCTURE FEATURES ARE TO BE MAINTAINED ON LEVEL GRADE IF THE SURFACE LEVEL FROM CONSTRUCTION IS CHANGED (I E JUNCTION BOXES, LUMINAIRE POLES, TRAFFIC SIGNAL POLES, SIGN POSTS) 2 ALL OTHER TRANSPORTATION INFRASTRUCTURE SHALL BE PROVIDED TO BE ON LEVEL GRADE ONCE CONSTRUCTION IS COMPLETE 3 ALL EXISTING OR PROPOSED TRANSPORTATION FEATURES WITHIN THE PROJECT CONSTRUCTION LIMITS SHALL MEET CURRENT ADA STANDARDS(I E JUNCTION BOXES SHALL HAVE NON-SKID LIDS). 4. ALL NEW TRAFFIC SIGNALS SHALL BE CONSTRUCTED WITH FIBER COMMUNICATION CONNECTION TO CITY OF RENTON TRANSPORTATION FIBER OPTIC NETWORK 5 ALL TRANSPORTATION ASSETS THAT ARE TO BE REMOVED AND THEN REINSTALLED AT A LATER DATE DURING CONSTRUCTION SHALL BE RE -INSTALLED TO CURRENT STANDARDS 6 SIGNAL POLE, LUMINAIRE, AND CABINET FOUNDATIONS SHALL BE CLASS 4000P CONCRETE 7. ALL PROPOSED SIGNAL POLE FOUNDATIONS AND EXISTING MODIFIED SIGNAL POLE FOUNDATIONS SHALL INCLUDE A CONCRETE PAD AROUND THE FOUNDATION PROPOSED OR EXISTING SIDEWALK SHALL BE CONSIDERED PART OF THE FOUNDATION PAD, FOUNDATION PAD SHALL BE AT LEAST 2 FEET OFFSET FROM THE SIGNAL POLE FOUNDATION, AS SPACE ALLOWS 8 WHEN THE TRAFFIC SIGNAL IS OPERATIONAL, VEHICLE DETECTION SHALL BE MAINTAINED AND REMAIN FUNCTIONAL NEW PERMANENT/TEMPORARY VIDEO DETECTION SHALL BE INSTALLED AND OPERATIONAL PRIOR TO DESTROYING ANY EXISTING VEHICLE DETECTION 9 ALL TRAFFIC SIGNAL SYSTEMS, ILLUMINATION SYSTEMS, OR OTHER ELECTRICAL TRANSPORTATION SYSTEMS ARE SUBJECT TO INSPECTION BY CITY OF RENTON TRANSPORTATION OPERATIONS MAINTENANCE DEPARTMENT PRIOR TO FINAL ACCEPTANCE CONTRACTOR TO COORDINATE INSPECTION WITH THE TRANSPORTATION OPERATIONS MAINTENANCE MANAGER OR OTHER TRANSPORTATION OPERATIONS MAINTENANCE REPRESENTATIVE TRANSPORTATION NOTES t®PUBLIC WORKS DEPARTMENT DocuSign Envelope ID: 5D308A1A- 204D- 48E8- BB23- 8A2834BB565E COMPONENT SCHEDULE lO METERBASE: 200 AMP. 4 JAW B- LINE U264, MANUAL BY-PASS, W/ 5TH JAW AT 9:00 POSITION O PANELBOARD: 120/ 240 VAC, 100 AMP COPPER BUS, 1 PHASE, 3 WIRE, 12 CKT MAIN BREAKER: 100 AMP FRAME, 100 AMP TRIP, EATON #BAB2100 10K AIC BOLT- ON BRANCH BREAKERS, EATON TYPE BAB 2- 20/2 ILLUMINATION BRANCH A & B 1- 20/1 ITS BRANCH 1- 20/ 1 CONTROL CKT BRANCH 1- 20/ 1 GROUND FAULT RECEPTACLE BRANCH 3- 20/ 1 SPARE BRANCH 3O CONTACTOR: NEMA LIGHTING RATED, 30A, 4 POLE, 120 VAC COIL, SQD # 891ODPA34VO2, 1- REQUIRED 4O PHOTO CELL: PHOTO ELECTRIC CELL: 1800 WATT, 120 VAC, TWIST LOCK, TYCO #SST-IES-UL MOUNTED INSIDE CABINET BEHIND WIREGLASS WINDOW O PHOTO- CELL BYPASS SWITCH, SPDT, 15 AMP, 277 VAC 6O GROUND FAULT RECEPTACLE: 20 AMP, 120 VAC, DUPLEX CABINET: NEMA 3R, PADMOUNT, 1/8" ALUMINUM 5052-H32 CONSTRUCTION 2 SCREENED AND GASKETED VENTS DOORS: HEAVY DUTY HINGES (LIF11FW TYPE), WELDED IN PLACE STAINLESS STEEL VAULT HANDLES, PADLOCKABLE METER DOOR "BEST" CX LOCK ON DISTRIBUTION DOOR, POLISHED WIRE GLASS WINDOW IN METER DOOR, CLOSED CELL NEOPRENE GASKET, CARD HOLDER FINISH: MILL FINISH ALUMINUM NOTE: 1. SIGNAL BREAKER(S) SHALL BE ADDED WHEN APPLICABLE 1't Y O PUBLIC WORKS i DEPARTMENT OQ W SO TlAffE'Apry -o TRA FF/C EXERTS FSS�GISTER����`'� 11410 NE 124th St., #590, Kirkland, WA 98034 ANAL Phone: 425.522.4118 Fax: 425.522.4311 5— 2-19 T-400605 R-400624 RECOMMENDED FOR APPROVAL BY BY BY CHECKED FOR COMPLIANCE NDARDS TRANSPORTATION OPERATION nbarnes n5 1 d/POI 9 DATE DATE STD. PLAN - 135 E ROVED: jchavez 05/1 4/20y 9 " DATE AZ 3/13/2019 1 4 1 DATE DocuSign Envelope ID 5D308A1A-204D-48E8-BB23-8A2834BB565E CONDUI f ENTRANCE AREA PLAN VIEW SIZE TO FIT SIZE TO FIT CAB�N� CABINET C14, I I-c 6111 1'-0„ 1 I_0- -GRADE LEVEL _F ° • . A FRONT VIEW SIDE VIEW ELECTRICAL SERVICE CABINET FOUNDATION SERVICE CABINET NOTES STD. PLAN - 122.2 ALTR VED. ° PUBLIC WORKS GAZ3/13/2019 1 ] Z DEPARTMENT DATE FN jO SHIM TO PLUMB El El 14- S#EE NOTE 3 ` TIT # HOOPS 4 BAR EAC i CORNER 6' 'MIN --- I --1" TO 2" 3/8" DIAMETER PLASTIC DRAIN SIDE VIEW CABINET DEPTH 1'-6" 1 2" V-6" r co 1 2 _ - - - F- - - #4 BAR EACH w } i �� I #4 CORNER J HOOPS aLi Li — IIII PLAN VIEW CONTROLLER CABINET FOUNDATION NOTES PER STD PLAN 126.2 CABINET FOUNDATION DETAILS 11 AJJP STD. PLAN - 126.1 ROVED: Z 3/13/2019 1 ] DATE Q Z W J L, r�l CVI �I O O O O 1 0 LU I- BETHANY CORNER 9-LOT SHORT PLAT STREAM BUFFER MITIGATION PLAN FOUND 1 /2" REBAR WITH YELLOW PLASTIC CAP STAMPED 11WR BISHOP 24214" 0.1'N. X 0,3'W, OF PROP CORNER 5TO GRADE PRE-PRINTED E N C E CORNER S POST WITH TWO ® PLASTIC SIGN y - 5/ 1 G GALVANIZED q q q 0. 2 N, X 0. 2 E. O F LAG BOLTS WITH q q q q q o PROP CORNER FENCE CORNER IS FENCE COP WASHERS WETLAND q q q DO NOT ALLOW COMPOST TO s SEN5ITIVE AREA BOUNDARY q 1 q q TOUCH STEM (MIN. 2" 0.2'N. OF 0 2 ELPPROTECANDCAREFORTISAREA. q AWAY). COMPOST ON THE - X "G�Pi2965660 1uf���OS�", CONSTRUCT A SMALL EARTHEN q q q q STEM CAN PROMOTE FUNGUS RIM (DAM) TO BE MOUNDED q AND PLANT PATHOGENS. __ PLACE NATIVE SOIL � � 8' 4X4 CEDAR OR AROUND THE STEM NO CLOSER q _ PREA5URE-TREATED THAN THE DRIP LINE (TO HELP x °x - _ _ _ o q DIRECTLY ADJACENT TO FENCE S \ �4' H WF , , - POST SET 3' INTO CONTAIN WATER.) 0 0 SUM' 0. rJ W OF v D 50 „ HOLE FOLD BACK OR REMOVE BURLAP In\�------------ -SPEE- TO-B_E_ 1 D -" 1 D 4' VEGETATIVE COMPOST L.L KING COUNTY _--� REMOVED -------- 3" TYP- ....�_... r ......._.. B do B OR CONTAINER TRACTC WETLAND/STREAM SIGN INSTALLATION DETAIL 4- MIN` AS SPECIFIED __ NTS APPROXIMATE END SENSI Tl VE AREA E \1 C D r --- I . WETLAND/STREAM SIGN SHALL BE POSTED AT THE BOUNDARY BETWEEN THE FERTILIZER TABLETUj OF DRAINAGE CHANNEL O SENSITIVE AREA BUFFER, SETBACK AREA OR TRACT AND THE BUILDING COMPOST, FERTILIZER, SOIL 75 409 S. E. I O SETBACK AREA. 6" MIN. MIXTURE RETENTION O S 15 BUFFER 2. ONE SIGN SHALL BE POSTED WHERE SHOWN ON THE PLAN. SIGNS MAY AL50 BE ATTACHED At�Ts w TO FENCES. +40' FROM S SCTB�1 CK (TYP.�I i ROOT BALL WIDTH 3. SIGNS ARE AVAILABLE FOR $2.50 FROM: z APPROXIMA TE 8 PROPERTY KING COUNTY BUILDING AND LAND DEVELOPMENT DIVISION (TNACE THE SIZE OF THE COFITAINER) � - -�- I � I WIDE TYPE NS // / 0 16 E / 9000AK5DALEAVENUE 5W LINE STREAM / \ S PENTON, WA.98055-1219 SHRUB PLANTING DETAIL NTS zz , ' �' I I GENERAL NOES: 50STREAM r 1. THE GOAL OF THIS MITIGATION PLAN IS TO PROVIDE EQUIVALENT OR GREATER HABITAT ASSOCIATED WITH STREAM BUFFER RESTORATION. IT IS A 3-YEAR Q. WATER: PLANTS SHALL BE WATERED MIDWAY THROUGH BACKFILLING, AND AGAIN UPON COMPLETION OF BACKFILLING. A RIM OF EARTH LLI STREAM / / 61 SHALL BE MOUNDED AROUND THE BASE OF THE TREE OR SHRUB NO CLOSER THAN THE DRIP LINE, EXCEPT ON SEEP SLOPES OR IN / / BUFFER S i c) LAB MONITORING PERIOD. HOLLOWS. PLANTS SHALL BE WATERED A SECOND TIME WITHIN 24-48 HOURS AFTER INSTALLATION. CHANNEL / / c j Q• 2. VEGETATION WILL HAVE 100% SURVIVAL RATE AFTER YEAR 1 AND 85% AFTER YEAR 2. VEGETATION WILL HAVE AN 80% SURVIVAL RATE THROUGH THE R. INTERMEDIATE INSPECTIONS: ALL PLANTS SHALL BE INSPECTED AND APPROVED BY THE LANDSCAPE DESIGNER AND /OR WETLAND 6, 734 S. l . j Od j 5 94U S. F. MONITORING PERIOD. THERE WILL BE LESS THAN 10% AERIAL COVER BY NON-NATIVE INVASIVE SPECIES IN THE MITIGATION AREA DURING THE ENTIRE BIOLOGIST PRIOR TO INSTALLATION. CONDITION OF ROOTS OF A RANDOM SAMPLE OF PLANTS WILL BE INSPECED, AS WELL AS ALL W WAS NOT / / INSTALL SPLIT- ABOVEGROUND GROWTH ON ALL PLANTS. ROOTS OF ANY BARE ROOT PLANTS, IF PERMITTED FOR USE, WILL BE INSPECTED. PLANT S MATERS 1 > D PROTECT 3 j 3. SHRUB COVER WILL BE GREATER THAN 60% AFTER YEAR 1, AND GREATER THAN 60% AFTER YEAR 2, AND GREATER THAN 85% AFTER YEAR 3. MATERIAL MUSTAL MAY BBEARER RE -INSPECTED AND OVED AT THE SOURCE, APPROVED ONAT E THE CS TEOPR OR TON OF INSTALLATIONLANDSCAPE . PLANT RLOCATIONS SHALL AND THE NBEBINSPEC INSPECTED AND IOLOGIST, BUT ALL LL FLAGGED OR // // RAIL FENCE PER APPROVED PRIOR TO PLANTING. LL `, EXISTING 4. NON-NATIVE INVASIVE PLANTS WILL NOT MAKE UP MORE THAN 10% OF COVER IN ANY GROWING SEASON. SURVEYED / / DETAIL 0 N BUFFER I 18. HAND SEEDING: SEEDING IS REQUIRED AS DESCRIBED IN APPROVED PLANS, EDGE, INCLUDE / i / TREES' WITH CI ITY MONPERFORMITORING RCORRECTIVEEPORT OR CACTIONSEAP ROPRIACTION T/E TOATHEIMTIIGATION IS NOE.G., FAI IING PLANTSNG THESE PWILLOBEAREPLACED,NCE DOTHER POLANT SPECIES WILLND HOLDER WILL WBEK A. TIMING: SEEDING SHALL NOT TAKE PLACE UNTIL MULCHING IS COMPLETE. CONTRACTOR SHALL INSURE THAT AREAS TO RECEIVE SEED SENSITIVE AREA / SUBSTITUTED, NON-NATIVE INVASIVE WILL BE REMOVED BY HAND WITHOUT PESTICIDES, ETC. ARE CLEAN OF DEBRIS AND THAT FINAL GRADES ARE CORRECT. SEEDING SHALL BE PERFORMED AFTER OTHER PLANT INSTALLATION IS VEHICLESTRAFFICCOMPLETE. SEEDING IS THE FINAL STEP OF THE INITIAL INSTALLATION; SITE SHALL BE CLOSED TO ALL VEHICLES AND FOOT TRAFFIC SHALL 7_5/ / / 6. WHEN IT IS AVAILABLE, CONTACT INFORMATION MUST BE PROVIDED TO CITY FROM THE APPLICANT THAT INCLUDES NAMES, ADDRESSES, AND PHONE BE MINIMIZED AFTER SEEDING IS COMPLETE. SEEDING SHALL NOT TAKE PLACE WHEN THE GROUND IS FROZEN OR IN WINDY WEATHER. SEEDS / SIGNS PER DETAIL NUMBERS OF PERSONS/FIRMS THAT WILL BE RESPONSIBLE FOR INSTALLING REQUIRED PLANTING, AND PERFORMING REQUIRED MAINTENANCE AND MONITORING. SHALL BE HAND BROADCAST OR BY MECHANICAL HAND POWERED SPREADER, WITH AS TEEN DISTRIBUTION AS FEASIBLE. AREAS WITHIN / 6"-12" OF STEMS OF INSTALLED PLANTS SHALL NOT BE SEEDED. j 7. FOR THE FIRST YEAR FOLLOWING INSTALLATION, WATER THE MITIGATION AREA AT A RATE OF ONE INCH PER WEEK FROM JUNE THROUGH OCTOBER, IN B. SEED MIX: USE WETLAND SEED MIX IN WETLAND AREA AND BUFFER SEED MIX FOR WETLAND BUFFER AREAS. THE MIX SHOULD BE Uj / / / TOEENSURE AKS WHEN T HIGH SHRUB SURVIVAL RATEHERE IS LESS THAN ONE .H OF RAINFALL. ALSO, THE MITIGATION AREA SHALL BE WATERED AS APPROPRIATE DURING THE VARIOUS SEASONS COMPOSED OF MATTER DE RIMENITAL TO PLANT GROWTH GHT PERCENTAGES CINOE:FIED INSEED MXTHE BSHOULD BE ORDERED EDALL SEED AAS EARLY AS POSSIBLELS SHALL BE FREE OF WTODINSURE AN ADEQUATE SUPPLY SEEDS OR OTHER FOREIGN EEL) OFFS)TE �I i OF SPECIFIED NATIE SEED. SEED MIX SHALL NOT INCLUDE CLOVER, PERENNIAL GRASS OR TURF GRASS. � // // SEASONAL / J 8. IMPLEMENTATION OF THE MITIGATION PLAN MUST OCCUR DURING THE FIRST DORMANT SEASON FOLLOWING INSTALLATION. INSTALLATION MUST BE INSPECTED C1NG 8 - j---------� - _ ___ C. POST SEEDING EROSION CONTROL: SCATTER 2" OF CERTIFIED WEED -FREE STRAW ON ALL BARE GROUND AFTER SEEDING IS COMPLETE AND `//�V IL I ------ AND APPROVED BY CITY. THE INSTALLATION INSPECTION WILL VERIFY THAT SOILS HAVE BEEN DECONSOLIDATED AND AMENDED, PLANTS ARE INSTALLED -- INSPECTED, FOR EROSION CONTROL (SEE EROSION CONTROL NOTES). STREAM I ACCORDING TO DESIGN AND IN GOOD HEALTH, AREA HAS BEEN SEEDED, AND OTHER CONDITIONS HAVE BEEN MET. NURSERY INVOICES MUST BE PROVIDED TO V i INSPECTOR. ONCE APPROVED, MONITORING PERIOD BEGINS. 19. MAINTENANCE: MAINTENANCE SHALL BE REQUIRED IN ACCORDANCE WITH CITY SENSITIVE AREAS MITIGATION GUIDELINES (2000) AND FLOWS TO �8-E_ - -I- - _ _ _ _ _ 9. MONITORING PERIOD WILL BE FOR THREE YEARS, WITH RESULTS OF ANNUAL MONITORING EVENTS REPORTED TO THE CITY. MONITORING MAY BE EXTENDED IF APPROVED PLANS. SOUTHWEST./ LL - - - - - - - FINAL INSPECTION SHOWS RESTORATION HAS NOT ACHIEVED PERFORMANCE STANDARDS, UNTIL SUCH TIME AS PERFORMANCE STANDARDS HAVE BEEN MET. A. SURVIVAL: THE APPLICANT SHALL BE RESPONSIBLE FOR THE HEALTH OF 100% OF ALL NEWLY INSTALLED PLANTS FOR ONE GROWING SEASON ER INSTALLATION HAS BEEN �� , 10. MONITORING MUST INCLUDE DESCRIPTION/DATA FOR: OCCURRINGTFROM SPRING (MARCH iACCEPTED BY CITY ECOLOGIST 5 - MARCHWIN 15, FOLLOGYEOE AR). FORA FALL INSTALLATION, PERFORMANCE RGROWING ON IS ED AS AL TION, THEWIN GROGSEASON WILL BEGIN THE ^ / / J SURVIVAL, ESTIMATED E, RIAL COVERAGE VGFOLLOWING PRING. THE APPLICANT REPLACE ANY PLANTS TTILFAILING,AT ARE WEAK, DEFECTIVE MANNER N GROWTH, DEAD S0, DO -OBSERVED WILDLIFE, INCLUDING AMPHIBIANS, AVIANS,ADOTHERS DURINGTHIS GROWING SEASON, AS DIRECTED BYTHE APPLCAN'SANSCAPE DESIGNER, WETLAND BIOLOGIST, AND/OR CITY ECOLOGIST. -RECEIPTS FOR OFFSITE DISPOSAL OF ANY DUMPING, WEEDS, OR INVASIVE PLANTS -4"x6" COLOR PHOTOGRAPHS FROM PERMANENT PHOTO -POINTS AS SHOWN ON REVISED MITIGATION PLANS B. INSTALLATION TIMING FOR REPLACEMENT PLANTS: THE APPLICANTS LANDSCAPE DESIGNER, WETLAND BIOLOGIST, AND/OR CITY ECOLOGIST FENCE CORNR /S 0, 9 N SHALL DETERMINE TIMING OF THE INSTALLATION FOR REPLACEMENT PLANTS. i 11. THE MITIGATION AREA/BUFFER MUST BE IDENTIFIED USING PERMANENT SENSITIVE AREA BOUNDARY SIGNS INSTALLED IN TWO LOCATIONS. SIGNS ARE TY CORNER / AVAILABLE FOR SALE AT THE CITY DPER CASHIER. OF PROPERTY C. DURATION AND EXTENT: IN ORDER TO ACHIEVE PERFORMANCE STANDARDS, THE APPLICANT SHALL HAVE THE MITIGATION AREA MAINTAINED / W � FOR THE DURATION OF THE MONITORING PERIOD, 3 YEARS. MAINTENANCE WILL INCLUDE WATERING, WEEDING AROUND BASE OF INSTALLED O 12. ANY DEFICIENCY DISCOVERED DURING ANY MONITORING OR INSPECTION VISIT MUST BE CORRECTED WITHIN 60 DAYS. PLANTS, PRUNING, FERTILIZING, REPLACEMENT, REMOVAL OF DEAD MATERIAL (OTHER THAN FALLEN LOGS, LARGE WOODY DEBRIS, ETC), RESTAKING, AND ANY OTHER MEASURES NEEDED TO INSURE PLANT SURVIVAL. ALL MAINTENANCE SHALL BE DIRECTED BY THE LANDSCAPE / - 13. PRIOR TO BEGINNING ANY WORK, THE APPLICANT MUST PROVIDE A RESTORATION BOND OR ASSIGNMENT OF FUNDS PER CITY PROCEDURES. A BOND DESIGNER AND / OR WETLAND BIOLOGIST. > � / QUANTITY WORKSHEET WILL NEED TO BE COMPLETED BASED ON ALL ELEMENTS OF THE MITIGATION PLAN. THE TOTAL COST, PLUS CONTINGENCY FEES, WILL BE D. STANDARDS FOR REPLACEMENT PLANTS: REPLACEMENT PLANTS SHALL MEET THE SAME STANDARDS FOR SIZE AND TYPE AS THOSE U 6 VB E THE AMOUNT OF THE RESTORATION BOND THE APPLICANT IS REQUIRED TO PROVIDE. NOTE THAT THE APPROVED BOND WILL INCLUDE REQUIRED START DATE SPECIFIED FOR ORIGINAL INSTALLATION UNLESS OTHERWISE DIRECTED BY THE LANDSCAPE DESIGNER, WETLAND BIOLOGIST, AND/OR CITY / x_x x-x- 2. FOR MITIGATION CONSTRUCTION. BONDS ARE ELIGIBLE FOR REDUCTION TO MAINTENANCE STATUS AFTER SUCCESSFUL INSTALLATION INSPECTION, PROVIDING ECOLOGIST. REPLACEMENT PLANTS SHALL BE INSPECTED AS DESCRIBED ABOVE FOR THE ORIGINAL INSTALLATION. x THAT IT ALSO MEETS PERFORMANCE STANDARDS ESTABLISHED IN THE MITIGATION PLAN AND CITY SENSITIVE AREA MITIGATION GUIDELINES (OCTOBER 2000). E. REPLANTING: PLANTS THAT HAVE SETTLED IN THEIR PLANTING PITS TOO DEEP, TOO SHALLOW, LOOSE, OR CROOKED SHALL BE REPLANTED O \\ 14. STANDARDS: ALL WORK AND MATERIALS SHALL CONFORM TO CITY STANDARDS AND SPECIFICATIONS, AND TO THE SPECIFICATIONS AND DETAILS SHOWN ON AS DIRECTED BY THE LANDSCAPE DESIGNER, WETLAND BIOLOGIST, AND/OR CITY ECOLOGIST. m THESE PLANS. J / ; 20. MONITORING: MONITORING SHALL BE CONDUCTED IN ACCORDANCE WITH THE APPROVED MITIGATION / RESTORATION MONITORING PLAN. 15. CONTRACTOR'S QUALIFICATIONS: ALL WORK SHALL BE PERFORMED BY A LICENSED LANDSCAPE CONTRACTOR REGISTERED IN THE STATE OF WASHINGTON. 1 CONTRACTOR MUST BE EXPERIENCED IN MITIGATION AND RESTORATION WORK. THE CONTRACTOR SHALL PROVIDE THAT THERE IS ONE PERSON ON THE SITE A. VEGETATION MONITORING: SAMPLING POINTS OR TRANSECTS WILL BE ESTABLISHED FOR VEGETATION MONITORING, AND PHOTO -POINTS / FENCE CORNER IS AT ALL TIMES DURING WORK AND INSTALLATION WHO IS THOROUGHLY FAMILIAR WITH THE TYPE OF MATERIALS BEING INSTALLED AND THE BEST METHODS FOR ESTABLISHED FROM WHICH PHOTOS WILL BE TAKEN THROUGHOUT THE MONITORING PERIOD. LINEAR TRANSECTS ARE THE PREFERRED METHOD ' o o " THEIR INSTALLATION, AND WHO SHALL DIRECT ALL WORK BEING PERFORMED UNDER THESE SPECIFICATIONS. THIS PERSON SHALL HAVE A MINIMUM OF FIVE FOR VEGETATION MONITORING FOR THIS SITE. NO LESS THAN ONE (1) - 25 METER TRANSECTS WILL BE ESTABLISHED IN THE RESTORATION 0. 8 N , X 0, 4 E , 0 F 8 „ D (5) YEARS EXPERIENCE INSTALLING NATIVE PLANT MATERIALS FOR WETLAND MITIGATION OR RESTORATION PROJECTS, UNLESS OTHERWISE ALLOWED BY THE AREA. PERMANENT RANSECT LOCATION(S) MUST BE IDENTIFIED ON RESTORATION SITE PLANS IN THE FIRST MONITORING REPORT (THEY MAY PROP CORNER L C R 0Q0O0 R= Fv LANDSCAPE DESIGNER, WETLAND BIOLOGIST AND/OR CITY ECOLOGIST. BE DRAWN ON APPROVED RESTORATION PLANS BY HAND). EACH RANSECT SHALL DETAIL HERB, SHRUB, AND TREE AERIAL COVER AT RADII w l V L J OF 1M, 5M, AND 10M RESPECTIVELY, USING THE BRAUN-BLANQUET RELIEVE METHOD OR OTHER ACCEPTABLE FIELD METHOD. 16. SITE CONDITIONS: THE APPLICANT SHALL IMMEDIATELY NOTIFY CITY OF ANY DISCREPANCIES BETWEEN THESE PLANS AND THE SITE CONDITIONS. THE B. PHOTOPOINTS: NO LESS THAN THREE (3) PHOTOPOINTS WILL BE ESTABLISHED - PHOTOGRAPHS WILL BE TAKEN FROM AT LEAST THREE z I LOCATIONS OF PLANTS AND THE QUANTITIES OF PLANTS SHOWN MAY BE MODIFIED IN THE FIELD BY THE LANDSCAPE DESIGNER AND / OR THE WETLAND (3) POINTS WITHIN THE RESTORATION AREA TO VISUALLY DEPICT THE CONDITION OF THE RESTORATION AREA. r 140. 87 L - 7 99 07' BIOLOGIST BASED ON FIELD CONDITIONS AT THE TIME OF PLANTING. I C. REPORTS: MONITORING REPORTS SHALL BE SUBMITTED AFTER THE END OF EACH GROWING SEASON (BY NOEMBER 15) FOR THREE (3) 17. PLANTS: PLANTS IN NUMBER AND SIZE ARE REQUIRED IN ACCORDANCE WITH APPROVED PLANS. O _ - - R= 2 �l , 00 36' CONSECUTIVE YEARS FOLLOWING SUCCESSFUL INSTALLATION INSPECTION. MONITORING REPORTS MUST INCLUDE DESCRIPTION /DATA FOR: U I. I I _ A. ORIGIN: PLANT MATERIALS SHALL BE NATIVE PLANTS, NURSERY GROWN IN THE PUGET SOUND AREA OF WASHINGTON. DUG PLANTS MAY ONLY BE USED PLANT SURVIVAL, VIGOR, AND AERIAL COVERAGE FROM EVERY PLANT COMMUNITY (TRANSECT DATA) 20 - - - UPON APPROVAL OF THE CITY. II. SITE HYDROLOGY, INCLUDING EXTENT OF INUNDATION, SATURATION, DEPTH TO GROUNDWATER, FUNCTION OF L = 199 ANY HYDROLOGIC STRUCTURES, INPUTS, OUTLETS, ETC. m ASPHALT B. HANDLING: PLANTS SHALL BE HANDLED SO AS TO AVOID ALL DAMAGE, INCLUDING BREAKING, BRUISING, ROOT DAMAGE, SUNBURN, DRYING, FREEZING OR III. SLOPE CONDITION, SITE STABILITY, ANY STRUCTURES OR SPECIAL FEATURES ) OTHER MUST BESHALLROPE IN AIV. BUFFER CONDITIONS E.G. SURROUNDING LAND USE USE BY HUMANS WILD AND DOMESTIC CREATURES GRAPHIC SCALE > I - I I R= 24. DO ,' BRANCHES. PROTECTNPLANT ROOTSCWITH SDHADE )AND WETNSOIILLR INTHENTIME PERIODOBETWEENNUDELIVI DELIVERY AND 0 INSTALLATION. DON NOT LI TTCOONTAINEERMSTOCK V. OBSERVED WILDLIFE,' INCLUDING AMPHIBIANS, AMANS, AND OTHERS z ��fit/t/D� I BY TRUNKS, STEMS, OR TOPS. DO NOT REMOVE FROM CONTAINERS UNTIL READY TO PLANT. WATER ALL PLANTS AS NECESSARY TO KEEP MOISTURE LEVELS I r ---- ---- _ VI. SOILS, INCLUDING TEXTURE, I APPROPRIATE TO THE SPECIES HORTICULTURAL REQUIREMENTS. PLANTS SHALL NOT BE ALLOWED TO DRY OUT. ALL PLANTS SHALL BE WATERED THOROUGHLY MUNSELL COLOR ROOTING AND OXIDIZED RHIZOSPHERES l 2O O 1 O 2O l �` OD VIL RECEIPTS FOR OFF -SITE DISPOSAL OF ANY a I 16.001 1. 00' IMMEDIATELY UPON INSTALLATION. SOAK ALL CONTAINERIZED PLANTS THOROUGHLY PRIOR TO INSTALLATION. BARE ROOT PLANTS ARE SUBJECT TO THE DUMPING, WEEDS, OR INVASIVE PLANTS 7 nn FOLLOWING SPECIAL REQUIREMENTS, AND SHALL NOT BE USED UNLESS PLANTED BETWEEN NOVEMBER 1 AND MARCH 1, AND ONLY WITH THE PERMISSION OF VIII. RECEIPTS FOR ANY STRUCTURAL REPAIR OR REPLACEMENT THE LANDSCAPE DESIGNER AND CITY ECOLOGIST. BARE ROOT PLANTS MUST HAVE ENOUGH FIBROUS ROOT TO INSURE PLANT SURVIVAL. ROOTS MUST BE IX. 4" X 6" COLOR PHOTOGRAPHS TAKEN FROM PERMANENT PHOTO -POINTS AS SHOWN ON MONITORING PLAN. COVERED AT ALL TIMES WITH MUD AND/OR WET STRAW, MOSS, OR OTHER SUITABLE PACKING MATERIAL UNTIL TIME OF INSTALLATION. PLANTS WHOSE ROOTS HAVE DRIED OUT FROM EXPOSURE WILL NOT BE ACCEPTED AT INSTALLATION INSPECTION. D. CONTINGENCY PLAN: SHOULD ANY MONITORING REPORT REVEAL THE MITIGATION HAS FAILED IN WHOLE OR IN PART, AND SHOULD THAT w ( IN FEET ) FAILURE BE BEYOND THE SCOPE OF ROUTINE MAINTENANCE, A CONTINGENCY PLAN WILL BE SUBMITTED. THE CONTINGENCY PLAN MAY RANGE STREAM BUFFER ENHANCEMENT PLAN C. STORAGE: PLANTS STORED BY THE APPLICANT FOR LONGER THAN ONE MONTH PRIOR TO PLANTING SHALL BE PLANTED IN NURSERY ROWS, AND TREATED IN COMPLEXITY FROM A LIST OF PLANTS SUBSTITUTED, TO CROSS -SECTIONS OF PROPOSED ENGINEERED STRUCTURES. ONCE APPROVED, IT m 1 inch = 20 ft. IN A MANNER SUITABLE TO THAT SPECIES HORTICULTURAL REQUIREMENTS. PLANTS MUST BE REINSPECTED BY THE WETLAND BIOLOGIST AND / OR MAY BE INSTALLED, AND WILL REPLACE THE APPROVED MITIGATION PLAN. IF THE FAILURE IS SUBSTANTIAL, THE CITY MAY EXTEND THE SCALE = 1 - 1T-20 T LANDSCAPE DESIGNER PRIOR TO INSTALLATION. MONITORING PERIOD FOR THAT MITIGATION. D. DAMAGED PLANTS: DAMAGED DRIED OUT, OR OTHERWISE MISHANDLED PLANTS WILL BE REJECTED AT INSTALLATION INSPECTION. ALL REJECTED PLANTS PREPARATION AND PLANTING NOES: SHALL BE IMMEDIATELY REMOVED FROM THE SITE. - 1. ENSURE THAT ALL NON-NATIVE VEGETATION SUCH AS HIMALAYAN BLACKBERRY HAS BEEN REMOVED IN THE MITIGATION AREAS. T_ W I Call 2 Working Days Before You Dig i 800-424-5555 Utilities Underground Location Center (ID,MT,ND,OR,WA) SAFETY PRECAUTION SHALL BE IMPLEMENTED BY CONTRACTOR(S) AT ALL TRENCHING IN ACCORDANCE WITH CURRENT OSHA STANDARDS ELECTRIC - RED SEWER -GREEN GASIOIL-YELLOW SURVEY - PINK TEUCATV-ORANGE PROPOSED - WHITE WATER -BLUE PLANT MATERIALS FOR STREAM BUFFER ENHANCEMENT SYMBOL COMMON NAME SCIENTIFIC NAME SIZE TOTAL NUMBER STRATUM SPACING MAX SITE PLACEMENT LIGHT NEEDS ON HEIGHT CENTER OE EVERGREEN HUCKLEBERRY VACCINIUM OVATUM 2 GAL. 4 SHRUB 4' 5' DRIER BUFFER SHADE TOLERANT OO SHORT OREGON GRAPE BERBERIES NERVOSA 2 GAL. 3 SHRUB 4' 4' DRIER BUFFER SHADE TOLERANT OS WESTERN SWORD FERN POLYSTICHUM MUNITUM 2 GAL. 10 FERN 3' 5' DRIER BUFFER SHADE TOLERANT ATTACH SIGN TO E. PLANT NAMES: PLANT NAMES SHALL COMPLY WITH THOSE GENERALLY ACCEPTED IN THE NATIVE PLANT NURSERY TRADE. ANY QUESTION REGARDING 2. DECONSOLIDATE DISTURBED SOIL TO A MINIMUM DEPTH OF 12". SPREAD 2" (TWO INCHES) OF VEGETATIVE COMPOST OVER BARE SOILS WITHIN PLANT SPECIES OR VARIETY SHALL BE REFERRED TO THE LANDSCAPE DESIGNER, WETLAND BIOLOGIST OR CITY ECOLOGIST. ALL PLANT MATERIALS SHALL BE MITIGATION AREA. RUE TO SPECIES AND VARIETY AND LEGIBLY TAGGED. 3. MIX INTO SOIL TO A DEPTH OF 12" (TWELVE INCHES) USING A ROTOTILLER OR A SHOVEL. F. PLANT SUBSTITUTIONS: PLANT SUBSTITUTIONS ARE NOT PERMITTED WITHOUT THE PERMISSION OF THE LANDSCAPE DESIGNER, WETLAND BIOLOGIST AND/OR CITY ECOLOGIST. SAME SPECIES SUBSTITUTIONS OF LARGER SIZE DO NOT REQUIRE SPECIAL PERMISSION. 4. PUT PLANTS IN THEIR PLACES ACCORDING TO THE APPROVED BASIC MITIGATION PLAN. G. QUALITY AND CONDITION: PLANTS SHALL BE NORMAL IN PATTERN OF GROWTH, HEALTHY, WELL -BRANCHED, VIGOROUS, WITH WELL -DEVELOPED ROOT 5. DIG SQUARE BOTTOMED HOLES FOR PLANTS, TWICE THE SIZE OF CONTAINER (SEE SHRUB PLANTING DETAIL). SYSTEMS, AND FREE OF PESTS AND DISEASES. DAMAGED, DISEASED, PEST -INFESTED, SCRAPED, BRUISED, DRIED OUT, BURNED, BROKEN, OR DEFECTIVE 6. SCORE EDGES OF PLANTING HOLE WITH SHOVEL, SO THAT ROOTS CAN RAVEL OUTSIDE HOLE. PLANTS WILL BE REJECTED. PLANTS WITH PRUNING WOUNDS OVER 1" IN DIAMETER WILL BE REJECTED. 7. LOOSEN PLANT ROOTS SLIGHTLY, AND PLACE IN CENTER OF HOLE, UPRIGHT AND LEVEL WITH GROUND SURFACE. H. ROOTS. ALL PLANTS SHALL BE BALLED AND BURLAPPED OR CONTAINERIZED, UNLESS EXPLICITLY AUTHORIZED BY THE LANDSCAPE DESIGNER. ROOT BOUND PLANTS OR B&B PLANTS WITH DAMAGED, CRACKED OR LOOSE ROOTBALLS WILL BE REJECTED. BARE ROOT PLANTINGS OF WOODY MATERIAL IS 8. AFTER ALL PLANTS HAVE BEEN PLANTED, HANDSEED OVER THE ENTIRE RESTORATION AREA. USE APPROXIMATELY 1-2 POUNDS OF GRASS SEED ALLOWED ONLY WITH PERMISSION FROM THE LANDSCAPE DESIGNER. MIX PER 1,000 SQ. FT. OF MITIGATION AREA USING THE SEED MIXES NOTED BELOW. 1- SIZES. PLANT SIZES SHALL BE AT LEAST THE SIZE INDICATED IN THE PLANT SCHEDULE. LARGER STOCK IS ACCEPTABLE PROVIDED THAT IT HAS NOT 9- WATER THE MITIGATION PLANTS WITH WATER RIGHT AFTER PLANTING. CONTINUE TO WATER AS NECESSARY TO ENSURE PLANT SURVIVAL. BEEN CUT BACK TO SIZE SPECIFIED, AND THAT THE ROOT BALL IS PROPORTIONATE TO THE SIZE OF THE PLANT. MEASUREMENTS, CALIPER, BRANCHING AND BALLING AND BURLAPPING SHALL CONFORM TO THE AMERICAN STANDARD OF NURSERY STOCK BY THE AMERICAN ASSOCIATION OF NURSERYMEN (LATEST 10. PLAN SHOWS PLANTS ARRANGED IN NATURALIZED CLUSTERS. PLAN SHOWS CERTAIN PLANTS IN THE WETTER BUFFER AND DRIER BUFFER, EDITION). ACCORDING TO THEIR WATER AND LIGHT NEEDS. INVASIVE REMOVAL NOTES, SE 164th St SE 164thi St ()Capitol NW PROJECT LOCATION VICINITY MAP SE 1641h St SCALE: NTS PROJECT INFORMATION PROJECT NAME: BETHANY CORNER 9-LOT SHORT PLAT TAX PARCEL NUMBERS: 008800-0570 (NORTH) 008800-0560 (SOUTH) SITE ADDRESSES: SE 1 i54th St 15437 111th Avenue Southeast O Qxfc A ro 3�7=d0yKel y 01IdCEOU61010T MARY K NGYUEN 9102 SE 41 ST STREET MERCER ISLAND, WA 98040 PROPERTY OWNER (SOUTH): RODNEY SEEK AND STEPHANIE RAY 16451 111TH AVENUE SE RENTON, WA 98055 16437 111TH AVENUE SE, RENTON WA 98055 (NORTH) MARK SEEK 16451 111TH AVENUE SE, RENTON, WA 98055 (SOUTH) 15223 MANION WAY NE DUVALL, WA 98019 SITE AREAS: MARKSEEK1@YAHOO.COM CIVIL ENGINEER: 39,150 SQUARE FEET / 0.90 ACRES (NORTH) 40,500 SQUARE FEET / 0.93 ACRES (SOUTH) JONATHAN MURRAY, P.E. D.R. STRONG CONSULTING ENGINEERS JURISDICTION: 20 7TH AVENUE KIRKLAND, WA 98033 CITY OF RENTON (425) 827-3063 WETLAND BIOLOGIST: AREA CALCULATIONS: MARK RIGOS, P.E. 440 SE DARST STREET STREAM BUFFER ONSITE AREA ISSAQUAH, WA 98027 = 411 SQUARE FEET (425) 652-6013 STREAM BUFFER PROPOSED ENHANCEMENT AREA MARKRIGOS@HOTMAIL.COM = 411 SQUARE FEET SURVEYOR: SCOPE OF D.R. STRONG ENGINEERS S EPHEN SCHREIIP.L SING 620 7TH AVENUE WORK KIRKLANWA 98033 (425) 27-3063 ---- 1-- ----- ------ ------ TRACTC I 4095E I I I I I I - - - - - - I I I I I I I I I I I I I I I I I I I I // III / 6,]3'45 I 5,946s.F 5r 5946 Y 92SF L - - - - J L----J L----J L----J I ly I I I ti a I / - - ROAD A r--�L - - - 1 I I Ji- i Ir---- i I I I I Ir - I I I l I I I TR4CTB I I 1 1 61 SHARED ORIYEWAY I I 544 SF. 6,1]5 b.F 5617SF. I 9 STRAC NAVE 6, id685F L - 1 �- I I I I I I I I I 6, 148 SF. 8, 036 S.F I I j I j I I I I I I I I I I L------------ KEY MAP SCALE = 1 "=80 R-400625 J. FORM: EVERGREEN TREES, IF USED, SHALL HAVE SINGLE TRUNKS AND SYMMETRICAL, WELL -DEVELOPED FORM. DECIDUOUS TREES SHALL BE SINGLE BEFORE INSTALLING PLANTINGS FOR RESTORATION AREAS, TAKE NOTE OF ANY INVASIVE WEED SPECIES FOUND ON -SITE. CONTROL OF THESE RUNKED UNLESS SPECIFIED AS MULTI -STEM IN THE PLANT SCHEDULE. SHRUBS SHALL HAVE MULTIPLE STEMS, AND BE WELL -BRANCHED. SPECIES IS VERY IMPORTANT IN RESTORATION AREAS IN ORDER TO ALLOW FOR THE SUCCESSFUL ESTABLISHMENT OF PLANTINGS THAT MIGHT ROUGH CEO AR TYPE OTHERWISE HAVE DIFFICULTY COMPETING WITH THESE AGGRESSIVE PLANTS. APPROVED FOR CONSTRUCTION POSTS ARE PRECUT K. PLANTING: PLANTING SHALL BE DONE IN ACCORDANCE WITH ILLUSTRATED DETAILS IN THE MITIGATION PLAN SET AND ACCEPTED INDUSTRY STANDARDS. 8 (TR�ANGU�AR) FOR FENCE RAIL WHERE ENCOUNTERED, INVASIVE WEEDS SHOULD BE REMOVED MANUALLY WITHOUT THE USE OF PESTICIDE (INCLUDES HERBICIDE), EXCEPT IN _I -I L. WEEDING: EXISTING AND EXOTIC VEGETATION IN THE MITIGATION AND BUFFER AREAS WILL BE HAND WEEDED FROM AROUND ALL NEWLY INSTALLED PLANTS RARE CASES WHEN APPLIED BY A STATE LICENSED PESTICIDE APPLICATOR. MANUAL REMOVAL CAN BE ACCOMPLISHED BY GRUBBING OUT SUBJECT TO ERRORS AND OMISSIONS INSERTS AT THE TIME OF INSTALLATION. NO CHEMICAL CONTROL OF VEGETATION ON ANY PORTION OF THE SITE IS ALLOWED WITHOUT THE WRITTEN PERMISSION OF THE PLANTS AND ROOTS ENTIRELY (INCLUDING SEED PODS, FRUITS AND LEAVES) WITHOUT SIMULTANEOUSLY SPREADING MORE SEEDS. THE IDEAL _- - TIME FOR REMOVAL IS PRIOR TO FLOWERING IN SPRING OR SUMMER. IF REMOVAL IS TO OCCUR AFTER FLOWERING, IT IS RECOMMENDED THAT CITY. FLOWERS BE CUT OFF AND DISPOSED OF PRIOR TO GRUBBING. GRUBBED OUT MATERIALS SHOULD BE DISPOSED OF OFF -SITE IMMEDIATELY, i _ __-_- - - - 4" TO 6" ROUGH SINCE MANY OF THESE SPECIES ARE STILL CAPABLE OF PROPAGATING POST -REMOVAL. DO NOT USE WEED MATERIALS FOR MULCH AND DO 8 - - - - CEDAR RAIL M. COMPOST: ALL LANDSCAPED AREAS DENUDED OF VEGETATION AND ALL PLANTING PIT AREAS SHALL RECEIVE NO LESS THAN 2" OF COMPOST AFTER NOT PUT INTO COMPOST OR YARD WASTE BINS. I _ _ - - - _ PLANTING. COMPOST SHALL BE KEPT WELL AWAY (AT LEAST 2") FROM THE TRUNKS AND STEMS OF WOODY PLANTS. COMPOST SHALL BE CEDAR GROVE PURE BY: DATE: COMPOST OR APPROVED EQUAL. NO BARK PRODUCTS OR SAWDUST WILL BE PERMITTED. WEED -FREE STRAW MAY BE REQUIRED FOR APPLICATION OVER ONCE THE INVASIVE SPECIES HAVE BEEN REMOVED, YOU CAN ASSESS SITE SOIL QUALITY. CERTAIN INVASIVE SPECIES SUCH AS SCOTCH BROOM COMPOST FOR EROSION CONTROL (SEE EROSION CONTROL NOTES). DISPERSES THOUSANDS OF SEEDS PER PLANT. IN EXTREME CASES, TOPSOIL REMOVAL MAY BE NECESSARY TO EVACUATE THE INVASIVE SEED 12" TO 16" _ - - BANK. DENSE NATIVE PLANTING IS RECOMMENDED AND HAS PROVEN SUCCESSFUL AT PREVENTING WEEDY AND/OR INVASIVE SPECIES FROM _ _ I I N. SITE CONDITIONS: CONTRACTOR SHALL IMMEDIATELY NOTIFY THE LANDSCAPE DESIGNER AND WETLAND BIOLOGIST OF DRAINAGE OR SOIL CONDITIONS LIKELY REEMERGING. BY: DATE: -_- - - TO BE DETRIMENTAL TO THE GROWTH OR SURVIVAL OF PLANTS. PLANTING OPERATIONS SHALL NOT BE CONDUCTED UNDER THE FOLLOWING CONDITIONS: 4"X4" ROUGH FREEZING WEATHER, WHEN THE GROUND IS FROZEN, EXCESSIVELY WET WEATHER, EXCESSIVELY WINDY WEATHER, OR IN EXCESSIVE HEAT. i CEDAR POST 0. PLANT LOCATIONS: LOCATIONS SHALL BE AS DEPICTED IN THE APPROVED PLAN SET. THE LANDSCAPE DESIGNER AND / OR WETLAND BIOLOGIST MAY BY: DATE: (TRIANGULAR) CHANGE THE LOCATIONS OF PLANTINGS SHOWN ON PLANS BASED ON FIELD CONDITIONS. I if EARTH OR P. PLANTING IN PITS: PLANTING PITS SHALL BE CIRCULAR OR SQUARE WITH VERTICAL SIDES, AND SHALL BE 6" DEEPER AND 12" LARGER IN DIAMETER THAN CONCRETE THE ROOT BALL OF THE PLANT. BREAK UP THE SIDES OF THE PIT IN COMPACTED SOILS. SET PLANTS UPRIGHT IN PITS, WITH CROWN OF ROOT BALL 2"-3" BY: DATE: ABOVE FINAL GRADE. BURLAP SHALL BE REMOVED FROM THE PLANTING PIT. BACKFILL SHALL BE TAMPED DOWN FIRMLY. 2' MIN NOTES: 000 1) POSTS AND RAILINGS ARE SURVEYED" SCAM*vERncAL raw 1ae6 DATIr PRECUT FOR ASSEMBLY D.R. STRONG 1 2) 3 RAILS ARE PERMITTED � �°=20 HORIZONTAL° NAD 1983/1991 � CITY OF �o 19 19 6" GRAVEL oo° 3) FENCES SHALL BE PLACED AT MARK RIGOS PAU% THE APPROVED BUFFER EDGE + MB RENTON BETHANY CORNER 9-LOT SHORT PLAT ONE INCH DATUM DRAB NM SPLIT -RAIL CEDAR FENCE DETAIL_ 1 CITY COMMENTS a+ECKM. AT FULL SCALE Planning/Building/Public Works Dept. STREAM BUFFER ENHANCEMENT PLAN IF NOT ONE INCH NTS NO. REVISION BY DATE AP P R APPROVED-- SCALE ACCORDINGLY SHEET* 1 OP 1 z J I..L z LU G LLJ U z T� -.L z LU 0. LU LL LL m LU I- U) J O V i I- O J 1 CY) I..L LU z 01 O U z 2 I- LLJ m