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Home My WebLink AboutzR-3961SetSURVEY DATA SEC. 14, TWP 23 N, R5E W.M. T (.0 EXISTING BOUNDARY, TOPOGRAPHIC, AND PLANIMETRIC INFORMATION SHOWN ON THIS PLAN AND MOTHERS IN THIS SET WERE USED AS A BASIS FOR DESIGN AND REPRESENT FIELD SURVEY DATA AND MAPPING PREPARED BY AXIS SURVEY & MAPPING (AXIS JOB NO. 16-223), AS PROVIDED BY I THE PROJECT OWNER, AND DOES NOT REPRESENT WORK BY CPH CONSULTANTS. THE FOLLOWING O SURVEY DATA WAS PROVIDED WITH THE TOPOGRAPHIC MAP BY AXIS SURVEY & MAPPING: LEGAL DESCRIPTION EASEMENTS AND LEGAL DESCRIPTION ARE BASED ON THE COMMITTMENT FOR TITLE INSURANCE BY w FIRST AMERICAN TITLE INSURANCE COMPANY, ORDER NO. 4266-2536097, DATED AUGUST 11, 2016, AT 7.30 A.M. LOT 4, BLOCK 2, CEDAR RIVER FIVE ACRE TRACTS, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 16 OF PLATS, PAGE 52, RECORDS OF KING COUNTY, WASHINGTON. l__ DATUM Q HORIZONTAL DATUM: NAD '83191 PER CITY OF RENTON CONTROL POINT #2103 J VERTICAL DATUM: NAVD '88 PER CITY OF RENTON CONTROL POINT #2103 In ORIGINATING BENCHMARK: LU CITY OF RENTON CONTROL POINT #2103 FOUND SMALL PIECE OF BROKEN BRASS SURFACE DISK IN 3" DIAMETER CONIC PLUGGED DRILL HOLE (03107) & (11 /16) ELEVATION: 547.942' O CITY OF RENTON PUBLISHED 0 FOUND PUNCH MARK IN 3/8" BRASS PIN IN CONC. MONUMENT IN CASE, DN. 1.4' 0.09'W OF SECTION LINE Q ELEVATION: 372.359' U-1 TEMPORARY BENCHMARK: TBM 'A' SET RAILROAD SPIKE IN EAST FACE OF A UTILITY POLE W/ LIGHT LOCATED AT THE WEST SIDE OF THE INTERSECTION OF SE 138TH PL & 156TH AVE SE. 0.7' ABOVE GRADE ELEVA TION: 421.94' TBM B' SET FILED 'X' IN TOP WESTERLY FLANGE BOLT ON FIRE HYDRANT LOCATED AT THE NE QUADRANT OF THE INTERSECTION OF 156TH AVE SE & SE 139TH PL. ELEVA TION: 412.24' TBM 'C' SET CHISELED SQUARE IN THE NW CORNER OF A WATER VAULT LOCATED AT THE EAST EDGE OF 156TH AVE SE, +/- 75' NORTH OF THE INTERSECTION OF 156TH AVE SE & SE 5 TH PL. ELEVA TION: 400.02' TBM 'D' AT THE TOP POINT OF THE A' IN IOWA' STAMPED IN THE BONNET OF A FIRE HYDRANT LOCATED AT +/- SOUTHWESTERLY CORNER SITE. 3' ABOVE GRADE. ELEVATION: 385.00' TBM 'E' TOP SOUTHWEST CORNER OF 1.2' X 1.2' X 3.6' TALL BRICK COLUMN LOCATED AT THE NORTH SIDE OF THE DRIVEWAY TO HOUSE NO. 14010 AT 154TH AVE SE. ELEVA TION: 386.18' BASIS OF BEARING HELD A BEARING OF NORTH 00 29'18" EAST ALONG THE MONUMENTED CENTERLINE OF 156TH AVE SE REFERENCES: KING COUNTY ASSESSOR'S MAP FOR THE SW 1/4, SEC. 14, TWP. 23N., RGE 05E., W.M. PLAT - CEDAR RIVER FIVE ACRE TRACTS, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 16 OF PLATS, PAGE 5Z RECORDS OF KING COUNTY, WASHINGTON. (R1) - HIGHLAND ESTATES, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 212 OF PLATS, PAGES 10-13, RECORDS OF KING COUNTY, WASHINGTON. (R2) - THE WOODS AT HIGHLANDS PARK (CURRENTLY UNDER OFFICIAL REVIEW) (R3) - BOUNDARY LINE ADJUSTMENT NO. L09L0017, RECORDED IN VOLUME 263, PAGE 194, RECORDS OF KING COUNTY WASHINGTON. (R4) - RECORD OF SURVEY BY C & C SURVEYING, RECORDED IN VOLUME 80, PAGE 188, RECORDS OF KING COUNTY, WASHINGTON. (R5) - SHORT PLAT NO. L9550020, RECORDED IN VOLUME 115, PAGE 196, RECORDS OF KING COUNTY, WASHINGTON. (R6) - RECORD OF SURVEY BY CONCEPT ENGINEERING, INV., RECORDED IN VOLUME 78, PAGE 1, RECORDS OF KING COUNTY, WASHINGTON. (R7) - RECORD OF SURVEY BY TRIAD ASSOCIATES, RECORDED IN VOLUME 209, PAGE 095, RECORDS OF KING COUNTY, WASHINGTON. (R8) - RECORD OF SURVEY BY GEODETIC SURVEYING SERVICES, RECORDED IN VOLUME 253, PAGE 279, RECORDS OF KING COUNTY, WASHINGTON. (R9) - RECORD OF SURVEY BY KENNETH J. OYLER, C.E. & L.S., RECORDED IN VOLUME 18, PAGE 278, RECORDS OF KING COUNTY, WASHINGTON. (R10) - RECORD OF SURVEY BY CAVNESS ENGINEERS INC., RECORDED IN VOLUME 12, PAGE 10, RECORDS OF KING COUNTY, WASHINGTON. EQUIPMENT NOTES PRIMARY CONTROL POINTS AND ACCESSIBLE MONUMENT POSITIONS WERE FIELD MEASURED UTILIZING GLOBAL POSITIONING SYSTEM (GPS) SURVEY TECHNIQUES USING LEICA GS14 GPS/GNSS EQUIPMENT EQUIPMENT. MONUMENT POSITIONS THAT WERE NOT DIRECTLY OBSERVED USING GPS SURVEY TECHNIQUES WERE TIED INTO THE CONTROL POINTS UTILIZING LEICA ELECTRONIC 1201 TOTAL STATIONS FOR THE MEASUREMENT OF BOTH ANGLES AND DISTANCES. THIS SURVEY MEETS OR EXCEEDS THE STANDARDS SET BY WACS 332-130-0801090. NOTES UTILITY LOCATIONS SHOWN HEREON ARE BASED UPON ASBUILT FIELD LOCATION OF EXISTING STRUCTURES. FIELD LOCATION OF UTILITIES BASED ON LOCATOR PAINT MARKINGS AND LOCATIONS BASED ON UTILITY MAPS FROM CITY AND UTILITY DRAWINGS INDICATING REPORTED UTILITY INSTALLATIONS. OTHER UTILITIES MAY EXIST. NO SUB -SURFACE EXPLORATION WAS MADE TO VERIFY UTILITY ROUTINGS AND THE ROUTING OF ALL BURIED UTILITIES SHOULD BE CONFIRMED WITH THE UTILITY PURVEYOR AND EXPOSED IN AREAS CRITICAL TO DESIGN FOR VERIFICATION. THE INFORMATION DEPICTED ON THIS MAP REPRESENTS THE RESULTS OF A SURVEY MADE ON NOVEMBER 4-14, 2016 AND CAN ONLY BE CONSIDERED AS INDICATING THE GENERAL CONDITIONS EXISTING AT THAT TIME. THIS SURVEY DISCLOSES FACTORS OF RECORD AND ON THE GROUND AFFECTING THE SUBJECT PROPERTY BOUNDARY, BUT IT DOES NOT PURPORT TO LEGALLY RESOLVE RELATED PROPERTY LINE DISPUTES. WHERE AMBIGUITIES ARE NOTED, AXIS RECOMMENDS THAT THE OWNER CONSULT WITH LEGAL COUNSEL TO DETERMINE HOW BEST TO INTERPRET THEIR PROPERTY RIGHTS AND ADDRESS ANY POTENTIAL PROPERTY LINE DISPUTES. ALL HOMES CONSTRUCTED AS APART OF THIS PLAT ARE REQUIRED TO INSTALL AN APPROVED RESIDENTIAL FIRE SPRINKLER SYSTEM. CP —1 CONSULTANTS Site Planning - Civil Engineering , Land Use Consulting - Project Management 11431 WILLOWS RD. NE, SUITE 120 REDMOND, WA 98052 Q Phone: (425) 285-2390 1 FAX: (425) 285-2389 Know what's below. w www.cphconsuItants.com Call before OU dig. J Copyright © 2018 CPH Consultants, LLC. All Rights Reserved. MEADOWVUE CITY OF RENTON, WASHINGTON ROADWAY GRADING, DRAINAGE AND SANITARY SEWER IMPROVEMENTS CONSTRUCTION RECORD DRAWINGS NOVEMBER 27, 2018 PROJECT DATA PROJECT TEAM 1463400060 13833 156TH AVE SE RENTON, WA 98059 ZONING: R-4 PRESENT USE: SINGLE FAMILY JURISDICTION: CITY OF RENTON SITE DEVELOPMENT TOTAL SITE AREA PROPOSED # OF LOTS: PERMITTED SITE DENSITY.• PROPOSED SITE DENSITY.• ALLOWABLE LOT IMPERVIOUS AREA: MIN. LOT SIZE MAX. LOT SIZE ROW DEDICATION STORM TRACT SETBACKS FRONT - REAR - SIDE - SIDE (AT STREET): MAX. BUILDING COVERAGE. MAX. BUILDING HEIGHT GENERAL PARCEL NO: ADDRESS: 4.54 AC (197, 406 SF) 14 4 DU/AC 3.73 DU/AC 40% PER PROPOSED COVENANTS 9,633 SF 11,313 SF 33, 827 SF 21, 737 SF SERVICE PROVIDERS WATER WATER DISTRICT NO. 90 SANITARY SEWER Cl TY OF RENTON POWER/ELECTRIC PUGET SOUND ENERGY NATURAL GAS PUGET SOUND ENERGY TELEPHONE/CABLE/INTERNET COMCAST, CENTURY LINK SCHOOL DISTRICT RENTON #403 GARBAGE WASTE MANAGEMENT KEYSTONE BLOCK WALL DESIGN CRITERIA SEISMIC DESIGN CRITERIA 0.2g (HORIZ. ACCEL.) STRUCTURAL DESIGN CRI TERIA 2015 IBC IBC DESIGNATION OF OCCUPANCY GROUP R-3 30' CONSTRUCTION PERMIT SUBMITTAL 25 CONSTRUCTION RECORD DRAWINGS 7.5' (20' TOTAL) 30' 35% 30 FT N0. REVISION PCE ACS APPLICANT SSHI LLC dba D.R. HORTON CONTACT: PATRICK DANNER 12910 TOTEM LAKE BLVD. NE, STE 220 KIRKLAND, WA 98034 PHONE: (425) 821-3400 SURVEYOR AXIS SURVEY & MAPPING CONTACT: MITCH T.S. EVANS 15241 NE 90TH STREET REDMOND, WA 98052 PHONE: (425) 823-5700 FAX. (425) 823-6700 CESCL CLINT LUCAS 12910 TOTEM LAKE BLVD. NE, STE 220 KIRKLAND, WA 98034 PHONE: (425) 821-3400 EXT.5118 J B S SURVEYED:CA_E VITCH EVANS JBS 1" = 50' DESIGNED: JAVIE SCHROEDER DRAWN: PETER EVANS ONE INCH CHECKED: AT FULL SCALE VJH IF NOT ONE INCH BY I DATE I APPR APPROVED: SCALE ACCORDINGLY xxx CIVIL ENGINEER CPH CONSULTANTS CONTACT: JAMIE SCHROEDER, PE 11431 WILLOWS ROAD NE, STE 120 REDMOND, WA 98052 PHONE: (425) 285-2390 FAX: (425) 285-2389 LANDSCAPE ARCHITECT CRAMER DESIGN CONSULTANTS CONTACT: GAYLE CRAMER 1909 242ND ST SE BOTHELL, WA 98021 PHONE: (425) 241-6258 FAX. (425) 483-6062 VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/1991 DATU M ARBORIST S.A. NEWMAN FIRM CONTACT: PETER BLANSETT 3216 WETMORE AVE, STE 205 EVERETT, WA 98206 PHONE: (425) 259-4411 FAX: (425) 258-4435 GEOTECHNICAL ENGINEER TERRA ASSOCIATES, INC. CONTACT: CAROLYN DECKER, PE 12220 113TH AVE NE, STE 130 KIRKLAND, WA 98034 PHONE: (425) 821-7777 FAX. (425) 821-4334 S C TY OF .111 RENTON Planning/Building/Public Works Dept. l h 1I- VICINITY MAP DRAWING INDEX a NOT TO SCALE SHEET DWG DESCRIPTION 1 CO.00 COVER SHEET 2 CO.01 LEGEND, ABBREVIATIONS, AND GENERAL NOTES 3 CO.02 CITY OF RENTON STANDARD NOTES 4 CO.10 EXISTING CONDITIONS 5 CO. 20 HORIZONTAL AND VERTICAL CONTROL PLAN 6 C1.01 TESC PLAN 7 C1.02 TESC PLAN 8 C1.03 TESC PLAN 9 C1.100 ESC DETAILS 10 C1.101 ESC DETAILS 11 C2.00 OVERALL STORM DRAINAGE PLAN 12 C3.00 OVERALL GRADING PLAN 13 C3.01 ROADWAY GRADING AND DRAINAGE PLAN AND PROFILE 14 C3.02 ROADWAY GRADING AND DRAINAGE PLAN AND PROFILE 15 C3.03 FRONTAGE PLAN AND PROFILE - 156TH AVENUE SE 16 C3.04 FRONTAGE PLAN AND PROFILE - 154TH AVENUE SE 17 C3.20 POND PLAN 18 C3.21 POND DETAILS 19 C3.101 ROADWAY GRADING AND DRAINAGE DETAILS 20 C3.102 RAMP DETAILS 21 C3.103 ROADWAY GRADING AND DRAINAGE DETAILS 22 C3.104 ROADWAY GRADING AND DRAINAGE DETAILS 23 C3.105 ROADWAY GRADING AND DRAINAGE DETAILS 24 C3.106 ROADWAY GRADING AND DRAINAGE DETAILS 25 C3.107 ROADWAY GRADING AND DRAINAGE DETAILS 26 C3.108 ROADWAY GRADING AND DRAINAGE DETAILS 27 C3.109 ROADWAY GRADING AND DRAINAGE DETAILS 28 C4.00 COMPOSITE UTILITY PLAN 29 C4.01 SANITARY SEWER PLAN AND PROFILE 30 C4.02 SANITARY SEWER PLAN AND PROFILE 31 C4.03 SANITARY SEWER PLAN AND PROFILE 32 C4.04 SANITARY SEWER PLAN AND PROFILE 33 C4.05 OFF -SITE SANITARY SEWER PLAN AND PROFILE 34 C4.06 OFF -SITE SANITARY SEWER PLAN AND PROFILE 35 C4.101 SANITARY SEWER DETAILS 36 L-1 LANDSCAPE PLAN S Cj j ' 37 L-2 LANDSCAPE PLAN � 0� WAs 38 L-3 LANDSCAPE PLAN Al 39 L-4 LANDSCAPE PLAN 40 IL01 ILLUMINATION PLAN 37610 �° �w 41 IL02 ILLUMINATION PLAN FssCI S TE � 42 IL03 ILLUMINATION PLAN ZONAL A 43 IL04 ILLUMINATION PLAN CONSTRUCTION RECORD DRAWING THE AS —BUILT INFORMATION SHOWN ON THIS PLAN IS PER A FIELD SURVEY PERFORMED AND DATA PROVIDED BY AXIS SURVEY & MAPPING AND/OR R-396101 RECORD ITH�RMATION CON CONTRACTOR PROVIDEDBY IN COMPLIANCE WITH CITY OF RENTON STANDARDS MEADOWVUE ROADWAYGRADING, DRAINAGE AND SANITARY SEWER IMPROVEMENTS COVER SHEET 7/25/18 FIELDBOOK: PAGE: DRAWING N0: C0.00 1 43 T C) C'7 O 0 W Q J n W D O 0 Q W 75 TREE DENSITY TABLE LOT LOT SIZE (SF) MIN. SIGNIFICANT TREES REQUIRED NEW TREES RETAINED TREES COMPLIANT 11510 5 I(gPI.5"GAL, 4(g6'HT O YES 2 gg16 4 2c)1.5" GAL, I®6'HT I TREE YES 5 c`1g12 4 5( 105'GAL, 1@)6HT O YES 4 8618 5 2(9) I.5"GAL, 2(9)6'HT O YES 5 QQ05 4 1@1.5"GAL, 5(9)6'HT O YES 6 C1C101 4 1®1.5"GAL 5 TREES YES 7 1�181i7 4 1@&'HT 5 TREES YES 8 1165�i 5 1@15'GAL, 4@6'HT O YES 1� 10725 4 1®1.5"GAL, 4®6'HT O YES 10 C1655 4 5@1.5"GAL, 1@&'HT O YES II C1656 4 5@15'GAL, 1®6'HT O YES 12 C165ci 4 5@15'GAL, 1@&'HT O YES 15 ci642 4 5@15'GAL, 1@&'HT O YES 14 1 i645 4 2@ 1.5"GAL, 2C)6'HT O YES DETACHED SINGLE FAMILY DE\/ELOPMENT: LOT AREA TWO SIGNIFICANT TREES ARE REQUIRED FOR E\/ERY 5,000 SF. X 2 = MINIMUM NUMBER OF TREES 5,000 SF. Print Form Reset Form Save Form DEPARTMENT OF COMMUNITY CITY of AND ECONOMIC DEVELOPMENT Renton O TREE RETENTION WORKSHEET Planning Division 1055 South Grady Way -Renton, WA 98057 Phone: 425-430-7200 1 www.rentonwa.gov 1. Total number of trees over 6" diameter', or alder or cottonwood trees at least 8" in diameter on project site 35 trees 2. Deductions: Certain trees are excluded from the retention calculation: Trees that are dangerous2 7 trees Trees in proposed public streets 12 trees Trees in proposed private access easements/tracts trees Trees in critical areas' and buffers trees Total number of excluded trees: 19 trees 3. Subtract line 2 from line 1: 16 trees 4. Next, to determine the number of trees that must be retained°, multiply line 3 by: 0.3 in zones RC, R-1, R-4, R-6 or R-8 0.2 in all other residential zones 0.1 in all commercial and industrial zones 5 trees 5. List the number of 6" in diameter, or alder or cottonwood trees over 8" in diameter that you are proposing5 to retain 4: 9 trees 6. Subtract line 5 from line 4 for trees to be replaced: (if line 6 is zero or less, stop here. No replacement trees are required) (4) trees 7. Multiply line 6 by 12" for number of required replacement inches: (50) inches 8. Proposed size of trees to meet additional planting requirement: (Minimum 2" caliper trees required for replacement, otherwise enter 0) inches per tree 9. Divide line 7 by line 8 for number of replacement trees6: (If remainder is .5 or greater, round up to the next whole number) trees ' Measured at 4.5' above grade. Z A tree certified, in a written report, as dead, terminally diseased, damaged, or otherwise dangerous to persons or property by a licensed landscape architect, or certified arborist, and approved by the City. 3 Critical areas, such as wetlands, streams, floodplains and protected slopes, are defined in RMC 4-3-050. 4 Count only those trees to be retained outside of critical areas and buffers. 5 The City may require modification of the tree retention plan to ensure retention of the maximum number of trees per RMC 4-4-13OH7a. 6 When the required number of protected trees cannot be retained, replacement trees, with at least a two-inch (2") caliper or an evergreen at least six feet (W) tall, shall be planted. See RMC 4-4-130.H.1.e.(ii) for prohibited types of replacement trees. 1 H:\CED\Data\Forms-Templates\Self-Help Handouts\Planning\Tree Retention Worksheet.dooc 08/2015 STATE OF WASHINGTON REGISTERED LANDSCAPE ARCHITECT aq�� YLE L. CRAMER CERTIFICATE NO. 634 C P H CONSULTANTS Site Planning • Civil Engineering Land Use Consulting • Project Management CALL BEFORE 11431 WILLOWS RD. NE, SUITE 120 ((( YOU DIG REDMOND, WA 98052 1-800-424-5555 Phone: (425) 285-2390 1 FAX: (425) 285-2389 www.cphconsuItants.com Copyright © 2017 CPH Consultants, LLC. All Rights Reserved. CRAMER DESIGN CONSULTANTS, INC. LANDSCAPE ARCHITECT 1000 242ND STREET SE BOTHELL, WA 08021 425-241-ro258 �J PTN. OF SW 114 OF NW 114 OF SEC. 32, TWP 24N, INSTALL GROUNDCOVERS AS SPECIFIED TOP DRESSING FERTILIZER AS SPECIFIED nIIf 1G0lyd0f_11111II SCORE ROOTBALL L-PLANTING FERTILIZER 3 PLACES TO 1/2" DEPTH AROUND ROOTBALL INSTALL 1" ABOVE BACKFILL W/ CONTAINER DEPTH APPROVED TTOPSOIL Cn1 I A I PLAN VIEW OF SPACING TYPICAL GROUNDCOVER PLANTING DETAIL NTS KLMUVL bUKLf TWINE OFF TO[ OF ROOTBALL TYPICAL SHRUB PLANTING DETAIL NTS LANDSCAFE MOTES: 3-4" MULCH -1NISH GRADE AK SIDES & -TOMS OF PLANTING TO ALLOW FOR )T PENETRATION COMPACT SUBGRADE LOW ROOT BALL TO ENSURE THAT ROOT FLARE WILL NOT SETTLE BELOW GROUND LINE TREE STAKE ROOTBALL o TRUNK TREE STAKE PLASTIC TREE TIES 2"0 WOOD STAKE, STAKES SHOULD BE LOCATED OUTSIDE OF ROOTBALL ROOT FLARE SHALL BE LOCATED ABOVE GROUND LINE 3" MULCH LAYER, KEEP AWAY FROM TREE TRUNK 3" WATER BASIN SCARIFY SIDE & BOTTOM OF PLANTING PIT TO ALLOW FOR ROOT PENETRATION CONCRETE SIDEWALK �ECOMPACT SUBGRADE TO PREVENT SETTLING NOTES: 1. TREE PIT SHALL NOT BE LESS 4. TREE STAKES PERPENDICULAR THAN (3) TIMES ROOT BALL DIA. TO THE PREVAILING WIND 2. CUT ALL TIES AND FOLD BACK BURLAP 5. PLANT TREES 2" HIGHER THAN FROM UPPER 1/3 OF ROOT BALL DEPTH GROWN IN NURSERY 3. REMOVE ALL PLASTIC AND TWINE TYPICAL DECIDUOUS TREE PLANTING DETAIL NTS CANOPY DRIP LINE 'NO TRESPASSING PROTECTED TREE' SIGN POSTED EVERY FEET (MINIMUM OF 2 VEGETATION AND TREE FENCING SHALL BE A MINIMUM OF 6' HIGH TEMPORARY CHAIN LINI FENCING WITH 10' LAC BETWEEN POSTS. LU T_ 111 LLI V 0- m TRANDS #10 GAUGE E W/ VINYL HOSE AT 5 POI NTS : TREE EQUAL SPACED 6 WIRES 5H GRADE OF MULCH E GUY STAKE SPECIFIED RE TREES OCCUR AWN AREAS, PROVIDE )IA MULCH CIRCLE. TYPICAL EVERGREEN TREE PLANTING DETAIL NTS rmu I CU I CV MUU I LUINC VVI I r-IIIN I rlr- UHIVUr i L Mir LIINC ACTUAL FEEDER ROOTS EXTEND WELL BEYOND DRIP LINE RENTON TREE PRESERVATION DETAIL NTS PROTECTION MEASURES DURING CONSTRUCTION: 1. CONSTRUCTION STORAGE PROHIBITED: DO 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. 2. FENCED PROTECTION AREA REQUIREDRRIOR TO DEVELOPMENT ACTIVITIES, A 6' HIGH CHAIN LINK TEMPORARY CONSTRUCTION FENCING AROUND THE DRIP LINES OF ALL RETAINED TREES OR AT A DISTANCE SURROUNDING THE TREE EQUAL TO ONE AND ONE -QUARTER FEET FOR EVERY ONE INCH OF TRUNK CALIPER, WHICHEVER IS GREATER, OR ALONG THE PERIMETER OF A TREE PROTECTION TRACT. PLACECARDS SHALL BE PLACED ON FENCING IF LESS THAN 50' INDICATING THE WORDS, 'NO TRESPASSING -PROTECTED TREES' OR ON EACH SIDE OF THE FENCING IS LESS THAN 50'. SITE ACCESS TO INDIVIDUALLY PROTECTED TREES OR GROUPS OF TREES SHALL BE FENCED AND SIGNED. INDIVIDUAL TREES SHALL BE FENCED ON 4 SIDES. 3. PROTECTION FROM GRADE CHANGES: IF THE GRADE LEVEL ADJOINING TO A TREE TO BE RETAINED IS TO BE RAISED, A DRY ROCK WALL OR ROCK WELL SHALL BE CONSTRUCTED AROUND THE TREE. THE DIAMETER FO THIS WALL OR WELL MUST BE EQUAL TO THE TREE'S DRIP LINE. 4. MULCH LAYER REQUIRED; ALL AREAS WITHIN THE REQUIRED FENCING SHALL BE COVERED COMPLETELY AND EVENLY WITH A MINIMUM OF 3" OF BARK MULCH PRIOR TO INSTALLATION OF THE PROTECTIVE FENCING. I . CONTRACTOR SHALL BE RESPONSIBLE FOR FAMILIARIZING THEMSELVES WITH ALL OTHER SITE IMPROVEMENTS AND CONDITIONS PRIOR TO STARTING LANDSGAPE WORK. 2. CONTRACTOR SHALL USE CAUTION WHILE EXCAVATIN& TO AVOID DISTURSIN& ANY UTILITIES ENCOUNTERED. CONTRACTOR 15 TO PROMPTLY AD\/ISE OWNER OF ANY DISTURBED UTILITIES. LOCATION SER\/IGE PHONE 1-500-424-5555. 5. CONTRACTOR SHALL MAINTAIN AND WATER ALL PLANT MATERIAL FOR I YEAR OR UNTIL FINAL INSPECTION AND ACCEPTANCE BY OWNER. 4. CONTRACTOR SHALL BE RE5P0N51 BLE FOR PROVIDING QUANTITIES OF PLANTS THAT ARE REPRESENTED BY SYMBOLS ON THE DRAWING. 5. SUBGRADE 15 TO BE WITHIN io INCH OF I FOOT AS PROVIDED BY OTHERS. ALL PLANTIN& AREAS TO BE CLEARED OF ALL CONSTRUCTIONC MATERIAL AND ROCKS s 57I CG KS LARER THAN 2 INCH DIAMETER. 6. 4 I NGH DEPTH TOPSOIL IN LANDSCAPE AREA. i. 2 INCH DEPTH, 2 FOOT DIAMETER BARK RI N& AROUND BASE OF STREET TREES AND OTHER TREES LOCATED IN LAWN. 8. &ROUND COVERS SHALL BE PLANTED IN AN EOU I LATERAL TRI AN&ULAR SPAG I N& PATTERN AT THE ON -CENTER D I STANCES SHOWN ON THE PLAN OR IN THE PLANT SCHEDULE. WHERE &ROUND COVER ABUTS CURBI N&, SIDEWALK&, S I &N5 OR POLES, MINIMUM PLANTIN& D I STANCES SHALL BE 12'' FROM CENTER OF PLANT TO CURB, SIDEWALK, ETC. MINIMUM PLANTIN& D I STANCE SHALL BE 24" FROM CENTER OF TREES AND SHRUBS. 1�. ALL PLANT MATERIAL SHALL BE FERTI L I ZED W 1 TH A&RO TRANSPLANT FERTILIZER 4-2-2 PER MANUFACTURERS SPEC I F I GATI ONS. 10. ALL PLANT MATERIAL SHALL CONFORM TO AAN STANDARDS FOR NURSERY 570GK LATEST EDITION. ALL PLANT MATERIAL FURNISHED SHALL BE HEALTHY REPRESENTATIVES, TYPICAL OF THEIR SPECIES OF VARIETY AND SHALL HAVE A NORMAL GROWTH HABIT. THEY SHALL BE FULL, WELL BRANCHED, WELL PROPORTIONED, AND HAVE A VIGOROUS WELL DEVELOPED ROOT SYSTEM. ALL PLANTS SHALL SE HARDY UNDER CL I MATT C GOND 1 TI ONS SIMILAR TO THOSE IN THE LOCAL 1 TY OF THE PROJECT. TREES, SHRUBS AND &ROUNDCOVER OUAN71 TI E5, SPECIES, VARIETIES, SIZES AND GOND 1 TI ONS TO SE AS SHOWN ON THE PLANTIN& PLAN. PLANTS TO SE FREE OF DISEASE, INJURY, I NSEGTS, DECAY, HARMFUL DEFECTS AND ALL WEEDS. NO SUB571 TUTI ONS SHALL BE MADE WITHOUT WRITTEN APPROVAL FROM LANDSCAPE ARGHITEGT O OWNER. 11. NO PERMANENT I RRI GATI ON SYSTEM 15 PROPOSED. TEMPORARY I RRI GATI ON SHALL SE REOU I RED FOR THE FIRST 5 YEARS OR UNTIL PROP05EDD PLANT MATERIAL 15 E57A15L I SHED. PLANT MATERIAL SPEC.I F I ED TO BE NATIVE OR DROU&HT TOLERANT AS DETERMINED BY LANDSGAPE ARGHITEGT. RECORD DRAWINGS 12. THE AVERA(5E SPAG I N& FOR STREET TREES SHOULD BE 40 FEET ON CENTER AND ADJUSTED TO ALLOW FOR 51 &HT LINES, UTILITIES, TRAFFIC S I &NS, L I &HT STANDARDS, DRIVEWAYS AND OTHER STREET APPURTENANCES. R - 3 9 6131 15. TREES IN THE RIGHT OF WAY MUST MUST BE PLANTED WI LANTED TO THE FOLLONG PLANTING STRIP WI STANDARDS: PLANT TREES IN THE CENTER OF THE PLANTINSTRIDTH. 6 FEET FROM FIRE HYDRANTS AND UNDERGROUND UTILITIES 00> WATER, SEWER, ELEGTRIG, &AS). 10 FEET FROM UTILITY POLES, DRIVEWAYS, AND ALLEY MAR& I N, 25 FEET FROM STREET LIGHTS, 40 FEET FROM THE CORNER OF I NTER5EGTI ON5, STOP SIGNS, AND YIELD SIGNS. AT LEA57 72 HOURS BEFORE YOU PLAN TO DIG, YOU MUST GALL all TO REQUEST THAT THE LAST LOCATION OF ANY UNDERGROUND OR OVERHEAD UTI L I TI E5 (&AS, WATER, ELEGTRIG, ETC.) BE MARKED ON YOUR PLANTIN& AREA. KNOWIN& THESE LOCATIONS IN ADVANCE MAY SAVE YOU TIME AND MONEY BY PREVENTI N& AN ACC I DENT. (C) N C] O i T U O T C) O O i T Q J AR H Q J W D 1 REVISED PER COMMENTS & PLAN CHANGES ELK 9/26/17 SURVEYED: SCALE: VERTICAL: NAVD 1988 83/1991 HORIZONTAL: NAD 1983/1 DATUM � C T Y 0 R E N TO N • Planning/Building/Public Works Dept. LANDSCAPE PLAN DATE: 7 > 2 REVISED PER COMMENTS & PLAN CHANGES ELK 10/13/1 DESIGNED: ELK 3 REVISED PER PLAN CHANGES ELK 11/08/1 FIELDBOOK:OOK: PAGE: O Q 0 4 REVISED PER PLAN ST LIGHT CHANGES ELK 12/20/1 DRAWN: ELK ONE INCH DRAWING NO: L-4 CHECKED: GCA AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY _ ` W N 0. REVISION BY DATE AP P R APPROVED GA SHEET: 3 OF: 40 PTN. OF SW 114 OF NW 114 OF SEC. 32, TWP 24N, R5E W M. T VM�yJ te) 0 W Z,OFF SITE TREES 14",12",1 5'C �-22'C 20'C i `6 FLANT a�HEDULE "TREE DENSITY" TREE BOTANICAL NAME / COMMON NAME Abioe losiocorpo / Alpine Fir Acer circinatum / \/ine Maple (B Acer Palmatum / Japanese Maple \/oriety Thujo plicata 'Excelso' / Western Red Gedar STORM TRACT TREES BOTANICAL NAME / COMMON NAME rWY,_ Pseudoteugo rnenziesii / Douglos Fir STREET TREES 80TANIGAL NAME / COMMON NAME SIZE QTY 6' Ht. min 1,�[ 1.5"Gal 15 I.5"Gal 15 6' Ht. min 7 51ZE QTY &'--7' Ht 24 SIZE QTY Mo I us x 'Red Barran'/ Red Barron Grab Apple 2 "Ga I 3PyruO O . o s calleryono 'Aristocrat' TM / Aristocrat i-lowering Poor 2"Gal 0 CP H CONSULTANTS Site Planning • Civil Engineering Land Use Consulting • Project Management CALL BEFORE 11431 WILLOWS RD. NE, SUITE 120 ((( YOU DIG REDMOND, WA 98052 1-800-424-5555 Phone: (425) 285-2390 1 FAX: (425) 285-2389 www.cphconsuItants.com Copyright © 2017 CPH Consultants, LLC. All Rights Reserved. CR4MER DESIGN C0NSUL77AN7S, INC. L.ANDSC.APE ,ARCHITECT 150,E 2-42ND STREET SE BOTHELL, WA 0,5021 425-241-6258 IS 21 12 FRE5ER\/A710N DETAIL EXISTNO TREES LEOENL�) 1 REVISED PER COMMENTS & PLAN CHANGES ELK 9/26/17 SURVEYED: 2 REVISED PER COMMENTS & PLAN CHANGES ELK 10/13/17 DESIGNED:ELK 3 REVISED PER PLAN CHANGES ELK 11/08/1 4 REVISED PER PLAN ST LIGHT CHANGES ELK 12/20/1 DRAWN. ELK CHECKED: CA NO. REVISION BY DATE APPR APPROVED: GCA EVERGREEN TEES TO RE1NAIN SEC, I Z�UOJ5 TREES 70 RENfAIN SCALE: 1 "=30'-0" ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY 1.5 I I II 2 ',34"M I I TREE #758q ------------ ' II TREE ---' I #7427 VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/1991 DATU M __7 SEC I [�)UOUS TREES TO REMOVED EVEROREEN TREES TO ENfOVED • C TY OR RENTON • Planning/Building/Public Works Dept. Exhibit 1 Nit leric Meadowvue Project in a Portion of Soo. 14 - T23N - R5E, W.M., in City of Renton, King County, WA Tree No. Speciesa DBHb Comments inches 7134 Flowering cherry 7 multi -stemmed 7135 Flowering cherry 8 multi -stemmed 7136 Flowering cherry 9 multi -stemmed 7141 Leyland cypress 18 7142 Leyland cypress, 10 7143 Leyland cypress 12 7144 Leyland cypress 10 7145 Leyland cypr'ss 7 7146 LeyMan d cypress 8 7147 Leyland cypress 10 7148 Leyland cypress 6 7152 Fruit cherry 8 multi -stemmed 7153 Fruit apple 3 =multi -stemmed 7154 Fruit cherry 5 multi -stemmed 7178 EHtawthorne -91 Ernulti-stemmed 7281 i8igleaf maple 60 multi-stemmeq 7310 Ogleaf maple 43 7356 igTga-_f, maple 10 multif'stemmed 7357 - esfern red cedar 43 - - u- 7358 Bigleaf maple 30 multi`- stemmed; major decay; uns hatble for retention 7386 Bigleaf maple 46, 7389 Bigleaf maple 34 multi -stemmed 7417 Bigleaf maple 21 7420 Bigleaf maple 12 multi -stemmed 7427 Western red cedars 461 7428 Bigleaf maple 45, 9001 Lombardy poplar 22 Topped -- 12 to 14' high resprouting stump; unsuitable forl[rotontft 9002 Lombardy poplar § `topped -- 12 to 14' high resprouting stumps lunsuitable foiriretention 9003 Lombardy poplar -24--Fopped -- 12 to 14' high resprouting stumprunsuitable for -retention 9004 Lombardy poplar 24 Topped -- 12 to 14' high resprouting stump; unstable for ret@ntign 9005 Lombardy poplar 30 Topped -- 12 to 14' high resprouting stump; unsuitable for retention 9006 Lombardy poplar 36 Topped -- 12 to 14' high resprouting stump; unsuitable fpr retention 9007 LLIPM(bardy poplar 34 Topped -- 12 to 14' high dead stumplMsuitable forlretention. 9996 (fin—known iduou 12 multi -stemmed 9997 Lffi known d�i�ciduou 10 multi -stemmed 9998 BoLwmaoila,' 6 multi -stud 9999gIP»IQ1 Itistmod Yred by Peter C. Blansett, ISA Certified Arborist No. PN0659A Page 1 of 1 Suitable? Size?` Y Y Y Y Y Y Y Y Y Y Y Y N N y i Y' Y Y N Y Y Y Y Y Y N N N N N N N Y Y Y Y a Western red cedar = Thuja plicata; Leyland cypress = X Cuppressocyparis leylandii; bigleaf maple = Acer macrophyllum; hawthorne = Crataegus laevigata; Cherries = Prunus spp.; Apple = Malus spp. b DBH means diameter at breast height - a standard point of measurement 4.5 feet above grounfilevel as measure on uphill sid' of tree. Trees denpoted "N" are either unsuitable foTletattion due to serious decay or strutural defects; or' were marked on -site with a numbered aluimnium tag and shown on Boundary & Topographic Survey but are too small to be a signs ant_tfr g%#efined under RMC 4-11-20% DR H'ortdrt bAdowvue.1701 S. A. NEWMkN FIR.M� Q STATE OF WASHINGTON REGISTERED LAN DSCAPE ARCHITECT YLE L. CRAMER CERTIFICATE NO. 634 RECORD DRAWINGS R-396130 LANDSCAPE PLAN 0 T C) C) C) i T a J IR I Q J 0- W D > DATE: 8.18.17 FIELDBOOK: O PAGE: 0 DRAWING NO: L-3 Q W SHEET: 38 OF: 40 G I- n W >J O a 5W L A6 BARS @ 7" SPACING 2or 241/ 29' DIAM., 48' DIAM. 'X OR 54" DIAM. HOLE z• (TYPJ �-- 12 TI '�- 2 112^ MAX. 84" or 96" FLAT SLAB TOP "d \ I \ 95 BARS @ 6' SPACING `\ 24" DIAM.. 48' DIAM. OR 54' DIAM. HOLE T (TYP r- TYPICAL ORIENTATION FOR ACCESS AND STEPS m I T 1" MIN. ` 2112' MAX. 72" FLAT SLAB TOP 24- MIN 94 BARS @ S^ SPACING ' 20' x 24' OR 24. DIAM. HOLE r VT 2"(-) L 4F MIN. { a<. i"12NMAX. ECCENTRIC CONE SECTION 48", 54", or 60" FLAT SLAB TOP 12- (TYP.) f ' i I I 12'_' it PREFABRICATED LADDER i- 12' MIN STEP C / / ONE43 BAR HOOP FOR V ONE 93 BAR HOOP g, 1 TWO #3 BAR HOOPS FOR 12"� ` .t. RECTANGULAR ADJUSTMENT SECTION CIRCULAR ADJUSTMENT SECTION 1.0 As an acceptable alternative to rebar, wire mesh having a minimum area of 0.12 square inches per foot may be used for adjustment sections. Y PUBLIC WORKS MISCELLANEOUS DETAILS FOR STD. PLAN - 204.60 DEPARTMENT DRAINAGE STRUCTURES 1V'C MARCH 2O08 WO MIN. ROOF DRAIN STUB WITH CLEANOUT, TYP 1/ LOT LINE, TYP. HOUSE PRIVATE ROOF DRAIN COLLECTOR PIPE: 6'e MIN,. 0.5% MIN. SLOPE, 2 FT. MIN. COVER CURB. SIDEWALK - R.O.W. LINE PRIVATE JOINT UTILITY EASEMENT, F MIN. WIDTH O.0. 3'm limits of pipe 3'm p I - W Isee or ppo note 4) -.I firnk was Zm a. ial for nibible is n77 ote (sae 0.150.D. min. 0.0. limits of ppe compaction 0.65 OLD. min. /. • _ . • . Ix gravel backal / for abeddYg gravel be kiln for - fourxletrons when speci5ed :' //. -• PrP A. Metal and Concrete Pipe Span r'-T ma Imo- sons %S'"mn I I I / u 0A5 Flee min limits of pipe compaction 65 rise in. gravel backfa i +- �� gmvel backffll for forpipe bedding �- foundilm- when specified B. Pipe - Arch Installation Rigid Pipe NOTES: 1. Pipe compaction limits shown on this plan are for pipe construction in an embankment. For pipe construction in a trench, the horizontal limits of the pipe compaction zone shall be the walls of the trench. 2. All steel and aluminum pipe and pipe -arches shall be installed in accordance with design A. 3. Concrete pipe with elliptical reinforcement shall be installed in accordance with design A. 4. Concrete pipe, plain or with circular reinforcement, shall be installed with design A. 5. O.D. is equal to the outside diameter of a pipe or the outside span of pipe -arch. The dimensions shown as O.D. with T maximum shall be O.D. until O.D. equals T; at which point 3' shall be used. V-0" for diameters 12" through 42" and spans through 50". 2'-0" for diameters greater than 42" and spans greater than 50 SEC. 14, TWP 23 N, R5E W.M. "A - 4^ min.2r I.D. and vmer Ir mbr., over 2r I.D. Bedding for Flexible Pipe Flexible Pipe NOTES: 1. Provide uniform support under barrels. 2. Hand tamp under haunches. 3. Compact bedding material to 95% max. density, directly over pipe, hand tamp only. 4. See "Excavation and Preparation of Trench" in sanitary sewers section of the standard WSDOT/APWA specifications for trench width "W" and trenching options. The pipe zone will be the actual trench width. The minimum concrete width shalt be 1 i I.D. = 18". 5. Trench backffll shall conform to "Backfilling Sewer Trenches" in the sanitary sewers section of the WSDOTIAPWA standard specifications, except that rocks or lumps larger than 1" per foot of pipe diameter shall not be used in the backffll material. 6. See "Bedding Material for Flexible Pipe" In aggregates section of the WSOOTIAPWA standard specifications for the material specifications. f l Backfill material placed in 0.5' loose layers and compacted to 95% maximum density. EMMethod B or C compaction (WSDOT/APWA) standard specifications.) Pipe Size Min. dist. between barrels circular pipe cone., LOPE, CMP (diameter) 12" to 24" 12" 30" to 96" diam. / 2 102" to 1W 48" pipe - arch metal only1 (span) IS' to 38" 12" 43" to 142" span / 3 148"to 199" 48" �Y PUBLIC WORKS PIPE COMPACTION STD. PLAN - 220.00 +I r4 DEPARTMENT DESIGN AND BACKFILL MARCH 2O08 �- PUBLIC STORM SYSTEM PRIVATE STORM SEWER 3 W MIN, BETWEEN CTR. OF PIPE AND R.O.W. CLEANOUT, TYP.AT EVERY e0', '\ OR 2N0 45' BEND, AND AT 300 FT. MAX. SPACING ON STRAIGHT SECTIONS ROOF DRAIN TO CONNECT INTO CITY CB, MIN. SIZE TYPE I NOTES: 1. PIPE MATERIALS ALLOWED: PVC, LCPE, TRIPLE WALL POLYETHYLENE (& DI. IF NECESSARY FOR STRENGTH) 2. THE ROOF ,3 FOOTING DRAIN SYSTEMS ARE PRIVATELY MAINTAINED 3. FLOW PATTERN SHOULD BE TO THE NEAREST CB IF GRADE ALLOWS, OR TO THE NEXT DOWNSTREAM CB. 4. ROOF DRAIN COLLECTORS MUST BE ANALYZED FOR CAPACITY, SIZED FOR 25-YEAR PEAK FLOW. tiCY.,,p TYPICAL ROOF DRAIN STD. PLAN - 228.00 PUBLIC WORKS COLLECTION STORM SYSTEM DEPARTMENT CIVIL PLANS MARCH 2O08 I" DIAMETER SMOOTH _ BARS. EQUALLY SPACED (4" O.C. MAX.) AL sEND SECTION LENGTH SHALL BE AT LEAST SIX TIMES THE DIAMETER OF THE PIPE (SEE WSDOT STO. SPEC.7-02. 1)) -v[7i i I I 4`MAX THERMOPLASTIC PIPE I - 4" MAX. CONCRETE PIPE END SECTION LENGTH SHALL BE AT LEAST SIX TIMES THE DIAMETER OF THE PIPE (SEE WSDOT STD. SPEC.7-02.3(1)) O o O 4r#TV �1...1.1J.1,...�.�•�..��..J�, � �J.�?.�...1.�.��..r\�J.SJ.JJJ�'.-, 4,.MAx. METAL PIPE NOTES 1. The culvert ends shall be beveled to match the embankment or ditch slope and shall not be beveled flatter than 4HA V. When slopes are between 4H:1 V and .6H:1 V, shape the slope in the vicinity of the culvert end to ensure that no part of the culvert protrudes more than V abdve the ground line. 2' Feld cutting of culvert ends is permitted when approved by the Engineer. All field -cut culvert pipe shall be treated with treatment as shown in the Standard Specifications or General Special Provisions. U1�Y� .\�. PUBLIC WORKS BEVELED END SECTIONS STD. PLAN - 221.00- 7� DEPARTMENT MARCH 2O08 FIV'1:� note 1 4 hook damps evenly placed see detail below A Provide maintenance access by welding 4 crossbars to 4 vertical bars as shown. Hinge upper ends with flanges/ bolts and provide locking mechanism. (padkick) on lower end. Locate steps directly below. W DIA. SMOOTH ROUND BARS LOWER 9TEF1 BAND I' x 4" WIDE WELDED EQUALLY SPACED. FORMED TO FIT ON GROVE BARS SHALL BE WELDED TO OF C.B. RISER UPPER S LOWER BANDS (24 BANDS EVENLY SPACED SEE NOTE 1) 24" UPPER STEEL-....-... SEE' BAND aa' X 4' NOTTEE�tp1 /J \ WIDE �/A11111\`\�� / TYPE SMOOTH VERTICAL BARS l- C.B. RISER HOOK CLAMP. CNCHORED TO C.B. RISER NTS NOTES. SECTION A -A NTS STANDARD GALVANIZED STEPS OR LADDER 1. Dimensions are For illustration on 54" diameter CB. For different diameter Cgs adjust to maintain 45'angle on "vertical" bars and 7" D.C. maximum spacing of bars around lower steel band. 2. Metal parts must be corrosion resistant; steel bars must be galvanized. The use of steel is prefer. 3. This debris barrier is also recommended for use on the inlet to roadway cross -culverts with high potential for debris collection (except on type 2 streams) 4. This debris barrier is for use outside of road right-of-way only. For debris cages within road right-of-way t�Y,o STD. PLAN - 234.20 PUBLIC WORKS OVERFLOW STRUCTURE DEPARTMENT MARCH 2008 0 CONSTRUCTION PERMIT SUBMITTAL CONSULTANTS CONSTRUCTION RECORD DRAWINGS Site Planning a Civil Engineering Q Land Use Consulting I Project Management 11431 WILLOWS RD. NE, SUITE 120 REDMOND, WA 98052 Phone: (425) 285-2390 1 FAX: (425) 285-2389 Know what's below. www.cphconsultants.com Call before you dip. N0. REVISION sht CC) 901 R CPH Cnncl Iltantc C I I All RiOhta RPRprx/pro PCE 2/20/17 JBS SURVEYED: MITCH EVANS ACS 11127118 CBS DESIGNED: JAMIE SCHROEDER DRAWN: PETER EVANS CHECKED: MJH BY DATE AP P R APPROVED: xxx ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY 48" This pond is in our care. Stormwater RunoN is held here anal storms. it is released slowly or stared until the next storm when it Is Pond replaced by Incoming Flows, This helps prevent downstream flooding and erosion and helps clean the water. For more information or to report 13.7" littering, vandalism or other problems, call the City of Renton, Public Works Department, Maintenance Division at (425)430-7400. 25. " Public Works Department 6.2" Surface Water Utility Pond Name and Number SPECIFICATIONS: PIPE COUPLING CMP OR CPEP INTERIOR y � 1 l t I o PLAN C.% ISOMETRIC 12'MfN o� 45' SIDE VIEW L 3' 314" DIA. SMOOTH BAR SPOT WELD BARS TO AT LEAST 2 CORP.EGATIONIS OF METAL PIPE (TYP) BOLT TO CPEP SMOOTH INTERIOR PIPE. NOTE: 1. This debris barrier Is for use outside roadways on pipes 36" dia. and smaller. 2. See drawing 223.10 for debris battlers on pipes projecting from driveways or roadway side slopes. 3. All steel parts must be galvanized and asphalt coated. (Treatment 1 or better). 4. CPEP-smooth Interior pipe requires bolts to secure debris barrier to pipe. �I 4" MAX. ITYP) END VIEW Y O PUBLIC WORKS DEBRIS BARRIER SM. PI" - 223.00 DEPARTMENT gNTp MARCH 2O08 24" Size: 48 inches by 24 Inches Material: 0.125-gauge aluminum Face: Non -reflective vinyl or 3 coats outdoor enamel (sprayed). Lettering: Silk screen enamel where possible, or vinyl letters. Colors: Beige background, teal letters. Type face: Helvetica condensed. Title: 3 inch; Sub -Title: 1 - inch; Text:1 inch; Outer border: g inch border distance from edge: - Inch; all text 1 s - inch from border. Posts: Pressure treated, beveled tops, - inch higher than sign Installation: Secure to chain link fence if available. Otherwise install two 4"xil" posts, pressure treated, mounted atop a gravel bed, installed in 30-inch concrete filled post holes (8-inch minimum diameter), with the top sign no higher than 42 inches from ground surface. Placement: Face sign in direction of primary visual or physical access. Do not block any access road. Do not place within 6 feet of structural facilities (e.g. manholes, spillways, pipe inlets). (Vote: If the facility has a liner to restrict infiltration of stormwater, the following note must be added to the face of the sign: "This facility is lined to protect goundwater quality." In addition, specific information about the liner must be added to the back of the sign as specked in Section 6.2.4. ��y o STD. PLAN - XX T PUBLIC WORKS PERMANET SURFACE WATER DEPARTMENT CONTROL POND SIGN FN.(p FEBRUARY 2010 VERTICAL: NA O 1988 HORIZONTAL: NAD 1983/1991 DATUM CITY OF RENTON Planning/Building/Public Works Dept ONAIL CONSTRUCTION RECORD DRAWING THE AS -BUILT INFORMATION SHOWN ON THIS PLAN IS PER A FIELD SURVEY PERFORMED AND DATA PROVIDED BY AXIS SURVEY & MAPPING AND/OR R-396127 RECORD ITH�RMATION CON CONTRACTOR PROVIDEDBY IN COMPLIANCE WITH CITY OF RENTON STANDARDS MEADOWVUE ROADWAYGRADING, DRAINAGE AND SANITARY SEWER IMPROVEMENTS ROADWAY GRADING AND DRAINAGE DETAILS J 0- W DATE: 7/25/18 > FIELDBOOK: PAGE: S O DRAWING NO: C3.109 0 LU SHEET: 27 oF:43 a J n LU 0 a LU G w Ld Z L� � Q STATE OF WASHINGTON REGISTERED LANDSCAPE ARCHITECT YLE L. CRAMER CERTIFICATE NO. 634 CP H VA J AIL, c�DIY TREE #IS 7141-714p t!1 1 oC--\ d A : JIJ ;I tu 0I0 10" CEDAR ROW PTN. OF SW 114 OF NW 114 OF SEC. 32, TWP 24N, R5E W.M. to be done with houses per 11-29 as -built to be done with houses per 11-29 as -built t to be done with houses per 11-29 as -built FLANT SCHEDULE STREET TREES BOTANICAL NAME / COMMON NAME GONT Molus x 'Red Barron' / Red Barron Grab Apple 2"Gal .�� Pyrus colleryono 'Aristocrat' TM / Aristocrat Flowering Pear 2"Gal 0 "TREE DENSITY" TREE BOTANICAL NAME / COMMON NAME GONT Abies losiocarpo / Alpine Fir 6' Ht. min (D Acer circinotum / Vine Maple 1.5"Gal Acer Polmotum / Japanese Maple Variety I.5"Gal 1110 Tsuga Mertensiona / Mountain Hemlock 6 Ht. min Subistuted for Douglas fir STORM TRACT TREES BOTANICAL NAME / COMMON NAME GONT 0 Tsugo Heterophyllo / Western Hemlock 6-7' Ht Substituted for Douglas fir 10' 5TREET FRONT LANDSCAPE BOTANI GAL NAME / COMMON NAME 51 ZE Ghamaecyporis pisifero 'Golden Mop' / Golden Mop Threadleaf False Cypress 2 gal 0 Lavandula ongustifolio 'Hidcote Blue' / Hidcote Blue Lavender 2 gal Nandina domestics 'Gulf Stream' TM / Heavenly Bamboo 2 gal 0 Pennisetum olopecuroides 'Hameln' / Hameln Dwarf Fountain Grass 2 gal p Prunus lourocerosus 'Mount Vernon' / Mount Vernon Laurel 2 gal p 5piraea japonica 'Magic Carpet' / Magic Carpet Spires 2 gal STORM TRACT SHRUBS BOTANICAL NAME / COMMON NAME SIZE ® Gornus Sericea / Red twig Dogwood 2 gal 0 Gornus sericea / Red Twig Dogwood 5 gal 0 6oultheria shollon / 5alal 1 gal 0 Mohonio AcLuifolium / Oregon Grape 5 gal a Polystichum munitum / Western Sword Fern I gal 0 Spiraea douglosii / Western Spires 1 gal ® Symphoricorpos olbus / Common White Snowberry 2 gal SOD/SEED BOTANICAL NAME / COMMON NAME GONT Lawn sod 10' STREET FRONT LANDSCAPING BOTANICAL NAME / COMMON NAME Frogorio chiloensis 'Lipstick' / Beach Strawberry LANDSCAPING BOTANICAL NAME / COMMON NAME Pervious Areas to be Landscaped STORM TRACT GROUNDCOVER BOTANICAL NAME / COMMON NAME Arctostophylos uvo-ursi / Kinnikinnick STORMWATER WETLAND BOTANICAL NAME / COMMON NAME Juncus effusus / Soft Rush ++++++ +++++++++++ Scirpus acutus / Hardstem Bulrush +++++++++++ +++++++++++ Scirpus microcorpus / Small -fruited Bulrush 1 REVISED PER COMMENTS & PLAN CHANGES ELK 9/26/17 SURVEYED: SCALE: VERTICAL: NAVD 1988 CONSULTANTS 2 REVISED PER COMMENTS & PLAN CHANGES ELK 10/13/17 1 "=20'—O" HORIZONTAL: NAD 1983/1991 CRAMER DESIGN CONSULTANTS, INC. DESIGNED: Site Planning• Civil Engineering LANDSCAPE ARCHITECT 3 REVISED PER PLAN CHANGES ELK 11/08/17 ELK Land Use Consulting • Project Management CALL BEFORE DRAWN: 1909 242ND STREET SE 4 REVISED PER PLAN ST LIGHT CHANGES ELK 12/20/17 11431 WILLOWS RD. NE, SUITE 120 ((( YOU DIG ELK ONE INCH DATU M REDMOND, WA 98052 1-800-424-5555 BOTHELL WA 98021 5 REVISED —MOVED TREES TO FRONT YARD GCA 3/02/18 CHECKED: AT FULL SCALE Phone: (425) 285-2390 1 FAX: (425) 285-2389 GCA IF NOT ONE INCH www.cphconsultants.com 425-241-6258 N0. REVISION BY DATE APPR APPROVED: SCALE ACCORDINGLY Copyright © 2018 CPH Consultants, LLC. All Rights Reserved. GCA fuC TY OF RENTON Planning/Building/Public Works Dept. GONT 4"pot AS BUILT NOTES PER 11-29-18 SITE VISIT 4 ( complete per plan 11-29-18 21 complete per plan 11-29-18 (.C) co N QTY O 0 IQ to be done with houses T 15 to be done with houses V 15 to be done with houses 7 to be done with houses QTY 24 as -built change 11-29-18 QTY 5cl to be done with houses 80 to be done with houses < co 52 to be done with houses r 0 0 157 to be done with houses p 2aa to be done with houses r Q qa to be done with houses :D J QTY 107 as -built change 11-29-18 5a as -built change 11-29-18 56ci complete per plan 11-29-1 1lo as -built change 11-29-18 56 as -built change 11-29-18 complete per plan 11-29-18 54 complete per plan 11-29-18 co )CD T SPAG I N6 QTY 0 q,7g2 s complete per plan 11-29-1 T rr SPAG I NG QTY la" o.c. 5,051 to be done with houses GONT 5PAGIN6 N/A J47,645 GONT 5PAGING I gal 24" o.c 2,a45 as -built change 11-29-18 GONT 5PAGIN6, plugs 6" o.c. 4,67 complete per plan 11-29-18 plugs 6" o.c. 27,0 I complete per plan 11-29-18 plugs 6" o.c. 5,6aI I complete per plan 11-29-18 RECORD DRAWINGS R-396129 As -Built Chanes 11-29-18 J a LANDSCAPE PLAN DATE: > QQ�II FIELDBOUOK:I 8 • 1 PAGE: 0 DRAWING NO: 0 L-2 w SHEET: 37 OF: 40 2 9-9 fro 04 ►s4 ►n4 ►�4 4}! 1 REVISED PER COMMENTS & PLAN CHANGES ELK 9/26/17 SURVEYED: 2 REVISED PER COMMENTS & PLAN CHANGES ELK 10/13/17 DESIGNED: 3 REVISED PER PLAN CHANGES ELK 11/08/1 ELK 4 REVISED PER PLAN ST LIGHT CHANGES ELK 12/20/1 DRAWN. ELK 5 REVISED -MOVED TREES TO FRONT YARD GCA 3/02/18CHECKED GCA N0. REVISION BY DATE I APPR APPROVED: GCA ►o 0 SEC. 14, TWP 23 N, R5E W.M. .0 co I I W I- I- n W O a 5W G Q Z FRAME AND VANED GRATE F1P )R r HEIGHT TWO 93 BAR HOOPS FOR it HEIGHT RECTANGULAR ADJUSTMENT SECTION .3 BAR EACH CORNEF K3 BAR EACH SIDE k3 BAR EACH ...., PRECAST BASE SECTION 93 BAR EACH CORNEF 19" MIN H3 BAR HOOP PIPE ALLOWANCES mmmtm PIPE MATERIAL I/Ia1D@ DUIYETER _ REINFORCED OR 1T, PLAINCONCRETE ALLMETALPIPE tr rCPSIS I (STD. SPEC.B 0520) 1Y SOLID WALL PVC ts, (STD. SPEC. 9-412(1)1 PROFILE WALL PVC tr (STD- SPEC. 9-05.12(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 Specifications), or wire mash having a minimum area of 0.12 square inches per foot shall be used with the minimum required rater shown in the ALTERNATIVE PRECAST BASE SECTION. Wire mesh shall not be placed in the knockouts. 2. The knockout diameter shall not be greater than 20". Knockouts shall have a wall thickness of 2" minimum to 2.5" maximum. Provide a 1,5" minimum gap between the knockout wall and the outside of the pipe. After the pipe is installed, fill the gap with joint mortar in accordance with Standard Specification 9-04.3. 3. The maximum depth from the finished grade to the lowest pipe invert shall be 5'. 4. The frame and grate must be installed with the flange down. 5. The Precast Base Section may have a rounded floor, and the walls may be sloped at a rate of 1:24 or steeper. 6. The opening shall be measured at the top of the precast base section. 7. All pickup holes shall be grouted full after the basin has been placed. B. All grade rings and castings shall be set in mortar in accordance with Standard Specification 9.04.3. SEE NOTE 1 ALTERNATIVE PRECAST BASE SECTION 1 - PUBLIC WORKS CATCH BASIN TYPE 1 STD. PLAN 200.00 DEPARTMENT MARCH 2008 TOP NOTES 1- This frame is designed to accommodate 20" x 24" grates or covers 2. Provide two holes in the frame that are vertically aligned with t he grate or cover slots. Tap each hole to accept 24 114• a 5/8" - 11 NC x 2" alien head cap screw. Location of bolt down holes varies among different J manufacturers. ( 3. Refer to Standard Specification 9-05.15(2) for additional h requirements. SECTION RECESSED HEAD CAP SCREW , S/e' - 11 NC x 2 --- I, L314" GRAiE II ISOMETRIC VIEW 1 518" �- FRAME L SECTION BOLT -DOWN DETAIL DETAIL r` �4► r° PUBLIC WORKS RECTANGULAR FRAME STD. PLAN - 204.00 DEPARTMENT MARCH 2O08 CATCH BASIN FRAME AND VANED GRATE (DETAIL 204A0) m -.� - - HANDHOLD � ........ RECTANGULAR ADJUSTMENT SECTION '' OR CIRCULAR ADJUSTMENT SECTION le 4r - GROUT, TYPICAL (SEE NOTE 5) w a FLAT SLAB TOP 44•, 3a•, 6B'. ]2', 6A- OR 96' - MORTAR (rYP.) STEPS OR LADDER RFIPFORCINGSTEEL(TYP.) �1.r •• GRAVEL BACKFILL FOR �>-- _ '•!, iT PIPE ZONE BEDDING SEPARATE BASE INTEGRALBASE CAST -IN -PLACE PRECAST WITH RISER 'O• RING I F12' I GRAVEL BAGKFILL FOR 6.I _ PIPE ZONE BEOOING SEPARATE BASE PRECAST CATCH BASIN DIMENSIONS MINIMUM I BASE REINFORCING STEEL BASCATCH WALL BASE MAXIMUM ; DISTANCE inIM. IN EACH DIRECTION OIEhR THICKNESS THICKNESS KtK I BETWEEN...............SIZE ......._. .. _......._�_. ........... _....i._. _. KNOCKOUTS CSEpARATE BASE, INTEGRAL BASE 45, 4- r 36. r 0.23 0.16 5V 4.r r 4T I r 0.19 0.19 80' or r 48" r 0,25 0.25 72- r r - -'I _ tr 0.35 0.z4 12• 72' It" ai9-- gr 6• ,r 84• tr 0.39 0.29 NOTES 1. No steps are required when height is W 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, rill the gap with joint mortar in accordance with Standard Specification 9-04.3. s. All rode rin s risers and castin s shall be set in molter in accordance With PIPE ALLOWANCES CATCH PIPE MATERIAL WITH MAXIMUM INSIDE DIAMMER BASIN DIAMETER NCRETE METAL CPSSP SOLID WALL PVC (1) PROFILE WALL PVC0 4W 24• 37 PA' 27' 31r 1. 30' 3r W 2r 3r e0• 4r 3W 3r 4r 7r 42' 64• 42' 3T 4e• 84' 54• Sr N. 36• 48' 98' 6T 7Y 6T 3W 48- 9 9 9 Cl' CorrugaNd Polyethylene Storm Sewer Pipe (Bd. Spec. 9-05.20) Standard Specification 9.04.3. C21. (std. SPec.9-o5.12pp Cv (Sid. Spec 9-05.12(2)) PUBLIC WORKS CATCH BASIN TYPE 2 SM. PLAN - 201.00 DEPARTMENT PFN MARCH 2O08 16111 A } TOP 2V 7 OR 8 EQUAL SPACES,_,__ �1 I r---- DIRECTION OF FLOW 1 1� T-7- i 1 9" SLOT -SEE DETAIL eyI AND NOTE 1 1 5J 5' r 3. SECTION ®R _r•�l2 I SECTION 11M' '. BOLT -DOWN NO NOTES DETAIL SEE NOTES / I. Provide two slots in the grate that are vertically aligned with the holes in the frame. Location of bolt -down slots varies among different manufacturers. ISOMETRIC 2.RefertoStandard Specification 9-05,1M)foradditional requirements. 3. 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 STD. PLAN - 204.20 / DEPARTMENT VANED GRATE MARCH 2008 0 CONSTRUCTION PERMIT SUBMITTAL CONSULTANTS , CONSTRUCTION RECORD DRAWINGS Site Planning 4 Civil Engineering Q Land Use Consulting 4 Project Management 11431 WILLOWS RD. NE, SUITE 120 REDMOND, WA 98052 Phone: (425) 285-2390 1 FAX: (425) 285-2389 Know what's be I ow. www.cphconsultants.com NO. REVISION sht n 9111R CPH Cnnqultantq. 1 1 (:- All Riohtq RPRPrVPr1 Call before you dip. S � 0 FRAME AND VANED GRATE CLEAN SURFACE AND BOTTOM AREA. PROVIDE UNIFORM CONTACT. THE SURFACE AREA OF THE BASE SECTION MUST BE GROUTED TO THE BOTTOM AREA OF THE ADJUSTMENT SECTION. BASE SECTION - /SEE NOTE 4 NOTES 1. THE COVER OR GRATING OF A CATCH BASIN SHALL NOT BE GROUTED TO FINAL GRADE 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 IN PLACE IN ACCORDANCE WITH APWA STANDARD SPECIFICATION 7-05.3. 2. SHIMS SHALL NOT BE USED TO SET FRAME TO GRADE, THE USE OF SHIMS IS PROHIBITED. 3. A CONTINUOUS LAYER OF 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 14 BOND. 5. ADJUSTMENT SECTION SHALL DE GROUTED WATERTIGHT TO THE BOTTOM AREA OF THE ADJUSTMENT SECTION WITH NONSHRINK GROUT 6. GROUTING BETWEEN ADJUS )MENT SECTION SHALL BE WATERTIGHT. 7. GROUT IS TO BE NON -SHRINK TYPE GROUT MEETING THE REQUIREMENTS OF ASTM 157 PER APWA STANDARD SPECIFICATION 9-20.3 FOR MAXIMUM PERCENT DRY SHRINKAGE. THE MINIMUM COMPRESSIVE STRENGTH SHALL BE 4,000 PSI AT 7 DAY PER APWA STANDARD SPECIFICATION 9-20.3 B. PICK / LIFTING HOLES ARE TO BE GROUTED WATER TIGHT. TOP CATCH SASRN INSTALLATION SLOT - SEE DETAIL In AND NOTE 1 to / rR N � SECTION LI 2- 4EQUAL SPACES " 4EQUAL SPACES SECTION CA - [ 1t. 1 ��,. % •yam// BOLT -DOWN SLOT DETAIL SEE NOTE 1 NOTES Provide two slots in the grate that are vertically aligned I. with the holes in the frame. Location of bolt -down slots varies ISOMETRIC among different manufacturers. 2. Refer to Standard Specification 9-05.15(2) for additional requirements. 3. Use only on sags and vertical curbs locations. 4. Unless otherwise specified, vaned grates shall be used with standard frame in the travel way, gutter or shoulder. vaned grates shall not be located within crossroads. Use vaned grates along rolled curbs. Y PUBLIC WORKS RECTANGULAR BI-DIRECTIONAL STD. PLAN - 204.3.0 DEPARTMENT VANED GRATE MARCH 2O08 PCE 2/20/17 JBS SURVEYED: MITCH EVANS '�`G 8 `� B DESIGNED: JAMIE SCHROEDER DRAWN: PETER EVANS CHECKED: MJH BY DATE AP P R APPROVED: XXX �W�1111� ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY VERTICAL: NA O 1988 HORIZONTAL: NAD 1983/1991 DATU M HO SEE NOTE 2r MIN. ] 1•MIR 20114' TYR $ ` SEE NOTE 4 \� C (TYP.) ' SEE NOTE (TYP.) 1 � TOP VIEW FRAME DETAIL CURB OR CURB AND GUTTER MATCH TOP OF HOOD TO TOP OF CURB Hoop 2r • 24"VANED GRATE � FRAME ISOMETRIC VIEW PUBLIC WORKS DEPARTMENT � � 1pthT5 - neat 74 RENTON AHEAD OF THE CURVE FRAME DETAIL SECTION C) CATCH BASIN '-r (z 0.387 z3- (=azt7) GRATE -=34'(WIDE SIDE) CATCH BASIN TYPE 'I .`I / z40•(WIDE SIDE) • CATCH BASIN TYPE IL SEE NOTE I SECTION A) NOTES 1. The asymmetry of the Combination Inlet shall be considered when calculating the offset distance for the catch basin. See SECTION A. 2. The dimensions of the Frame and Hood may vary slightly among IN& ferent manufacturers. The Frame may have cast features intended to support a grate guard. Hood units shall mount outside of the Frame. The methods for fastening the Safety Bar I Debris Guard Rod to the Hood may vary. The Hood may include casting iugs. The top of the Hood may be cast with a pattern. 3. Attech the Hood to the frame with two 3/4" x 2" hex head bolts, nuts, and oversize washers. The washers shall have diameters adequate to assure full bearing across the slots. 4. When bolt -down grates are specified in the contract, provide two holes in the frame that are vertically aligned with the grate slots. Tap each hole to accept a We" x -11 NC x 2" alien head cap screw. Location of bolt -down holes varies among different manufacturers. See BOLT- DOWN DETAIL 5. Only ductile iron Vaned Grates shall be used. 6. This plan is intended to show the installation details of a manufac- tured product. it is not the intent of this plan to show the specific details necessary to fabricate the castings shown on this drawing. OPEN CURB FACE 3TD. PLAN - 203.00 FRAME AND GRATE INSTALLATION DETAIL MARCH 2O08 11Y [19mm] LETTERING BOLTHIX.ES - 3 PLCS EQUALLY SPACED i2r APART ON 23 VIV (566mm) DIA B.C. ow PICIMOLE 1 1/4• [32mm1 LETTERING PLAN VIEW 25" DIA [635-1 1' r 1251Bm] 3/4• _I111_lIL � ltemml 21r2' Fes------- 122anm1 [64-1 TYP COVER SECTION VIEW (6 k I [6'73rM6 25 IW DNA -. [641-1 _ 11/1r -- 114" (6mm) DIA CZ7rr••l NEOPRENE GASKET i 62,," 23 WW DIA CL OPEN [18mm) I I594mm1 - IIII� nsnr Dw [884mm1 341re• Duo 1867mm] FRAME SECTION VIEW COVER BOTTOM VIEW (3) BLT SOC. (ALLEN HEAD), s/8•-11 x t.6 s5 RUBBER WASHER EON BOLTING DETAIL ,K• 1/0• I t27mmt 13mm] +re• [R3mm) GASKET GROOVE DETAIL NOTES ALLCOVERS SMALL BE LOCKING LID PER EASTJORDAN IRON WORKS INC. No. 3717C I OR APPROVED EQUAL 2Y PUBLIC WORKS" STORM ROUND FRAME AND COVER STD. PLAN - 204.50 _ DEPARTMENT -� MARCH 2O08 CITY OF RENTON Planning/Building/Public Works Dept "TONAL n`` - ®�,�,� CONSTRUCTION RECORD DRAWING THE AS -BUILT INFORMATION SHOWN ON THIS PLAN IS PER A FIELD SURVEY PERFORMED AND DATA PROVIDED BY AXIS SURVEY & MAPPING AND/OR R-396126 RECORD ITH�RMATION CON CONTRACTOR PROVIDEDBY IN COMPLIANCE WITH CITY OF RENTON STANDARDS MEADOWVUE ROADWAYGRADING, DRAINAGE AND SANITARY SEWER IMPROVEMENTS ROADWAY GRADING AND DRAINAGE DETAILS J 0- W DATE: D 7/25/18 > FIELDBOOK: �j PAGE: S O DRAWING NO: C3.108 0 SHEET: 26 OF: LU (.0 00 co I I ILLJ I— < I—^ n UJ >J O 0 a 5W L MIN MIN MIN MIN MIN 2" CLAS *2" TO 6" C OR CI I- 6.5' MIN. 2" DEPTH OF GRIND OR SAWCUT AND REMOVE 6.5' MIN. 1' 1' 2.5' MIN MIN MIN MIN MIN 2" CLASS 'B' CRUSHED ROCK, FLOWABLE FILL J OR AS REQUIRED BY ENGINEER * FOR MINIMUM STANDARDS, SEE DWG# HR-05, SP PAGE H032 LANE LINE MARKING L-- 2" CLASS 'B' 2" SAWCUT AND REMOVE OR GRIND, SEAL WITH AR4000W OF CURB OR ,ENTER LINE OR ANE LINE S* D SURFACING TOP COURSE TYPICAL TRANSVERSE PATCH FOR FLEXIBLE PAVEMENT ADOPTED •� CITY OF RENTON 4/ 4 ■•- STANDARD PLANS T 1ST DATE: 02/05 DWG. NAME: H032-1 SP PAGE: H032.1 7'-8" STANDARD VEHICLE WHEEL PATH 4.5' MIN. 1 I—ACP CLASS* \ MIN. 6" CRUSHED SURFACING TOP COURSE EDGE OF PAVEMENT, — EDGE OF CURB & GUTTER, j\ OR CENTER OF LANE LINE 2.5' MIN. CRUSHED ROCK, FLOWABLE FILL OR AS REQUIRED BY ENGINEER *MINIMUM ACP CLASS 'E' or 'B' SHALL BE: PRINCIPAL/MINOR/COLLECTOR ARTERIAL STREETS & INDUSTRIAL ACCESS STREETS - 6" ACP CLASS 'E' or 'B'. RESIDENTIAL ACCESS STREETS - 2" ACP CLASS 'E' or 'B'. NOTE: UPON REQUEST OF ENGINEER, NEW ROADWAY PAVEMENT SECTION MAY BE DESIGNED USING AN APPROVED METHOD FOR TYPICAL LONGITUDINAL PATCH AND OVERLAY DETERMINING PAVEMENT THICKNESS. FOR FLEXIBLE PAVEMENT Y ADOPTED GO C1TY OF RENTON STANDARD PLANS 1ST DATE: 02/05 02 005 NODIFl(D NOTES DCV DC 07 2004 NODIFlED NOTES DCV Cz DATE I REVISION I BY k PPR D DWG. NAME: H032 SP PAGE: H032 gm S SEC. 14, TWP 23 N, R5E W•M• NOTES eta , , O - - - -'..�.v v-iv c vv-•-v-. v-w•-•- v-•-vv.-•-.-.-:•„v-..-. -.., v-.v.`.-vv......vv=6.=.`.=.`.v-6.=.=:-.=.-:-:-�. �.'r:�•.=.- .... J.O•• we ...,. ;.4•t O:•:' •Op.•.,,,•,••• � - I'• •:= •:J: i:�iO�o •0I 44 :❖i�ii i• :ii•PI :i' �gi:ii:• ..••iM:, 4• .Oi�iii o •O'(�i! i•.❖. • s00•ii �4�•P. •• • •Ji:•:S!i�0• •I�Y11�Y!'.'••••6WYYWv••y=:t - - �- Pam,?y a�7 -i�7•� V,7�'l�/�7a�7�• �! � • `7�1�7�/�7 ��7�7�7i�7�7�1,G�7�7�%�, >�7 Y(`�7�/�i��7��7,�1 Y(�7�7�7�7��i�7' TYPE 3 as X. - •�i Sri O ,�� y .qy .i�.� i�.� ��y .i•.� .'�.'�%•• r ./ I�i v.•r.::•=¢.L2.:.SS:.fo•OS:•b:•:::•:o400Sv'.o.•••J,•;,:�;.•.._ -,w•,`. ��\�� \�� v\�� ,\�� , - - ---- - - -- `:_`` `i/� `%/;i `i � `�/`� `i/ HOG RINGS CrYPJ - SPACED Q 24ON) MAX. BRACE POST ' Y CNAIN LINK )' a h C `� s (TYP•) •' } FENCE FABRIC CONCRETE POST ' BASE (TYP.) TYPE 4 POST AND RAIL SPECIFICATIONS 3117 1 5/8" PIPE ROLL FORMED POST NOM. SIZE WEIGHT (S 40) SECTION (lb/ft) m I.D.I.D - FENCE LINE END, CORNER, OR PULL POST 2 1/2" DI AM. O 5.10 FABRIC LOOP - 2 SIDES O Z LINE OR BRACE POST 2" DIAM. O 1.85 lV� w r FABRIC BAND WITH CARRIAGE BOLT AND NUT Y m TIE WIRE - SPACED Q 14" (IN) MAX. (TYP.) TENSION HARE_9 HOG RING - SPACED Q 24" (IN) MAX. END OR CORNER POST DETAIL OA BRACE BAND WITH CARRIAGE BOLT AND NUT TOP RAIL - STRETCHER BAR TENSION WRE _ TURNBUCKLE BRACE BAND WITH .I CARRIAGE BOLT AND NUT v ;v IV: D BRACE POST DETAIL O TWO-WAY BRACE BAND WITH CARRIAGE BOLTS AND NUTS TOP RAIL AND TENSION WIRE FABRIC BAND WITH CARRIAGE BOLT AND NUT (TYP.) WN TURNBUCKLE STRETCHER BAR (TYP.) PULL POST (AT END OR CORNER) DETAIL OB TWO-WAY BRACE BAND WITH CARRIAGE BOLTS AND NUTS TOP RAIL AND TENSION WIRE FABRIC BAND WITH CARRIAGE BOLT AND NUT (TYP.) TURNBUCKLE TOP RAIL AND _ TENSION WIRE STRETCHER BAR (TVP.) PULL POST (WITHIN RUN) DETAIL O 0 CONSTRUCTION PERMIT SUBMITTAL CONSULTANTS , CONSTRUCTION RECORD DRAWINGS Site Planning It Civil Engineering Q Land Use Consulting • Project Management 11431 WILLOWS RD. NE, SUITE 120 REDMOND, WA 98052 Phone: (425) 285-2390 1 FAX: (425) 285-2389 Know what's below. www.cphconsultants.com NO. REVISION sht n 9n` R CPH Cnncultantc. 1 11. All Riohtc RPRPrVPH Call before you dip. METHOD OF FASTENING STRETCHER BAR TO POST TIE WIRES (TYP.) - SPACED Q 14" (IN) MAX. TOP RAIL pp wAsyl,1�, d �O „9 34363 A� 8CI �sIONAL SSG Barry, Ed O Jul 14 2015 11:14 AM CHAIN LINK FENCE'° TYPES 3 AND 4 STANDARD PLAN L-20.10-03 SHEET 1 OF 2 SHEETS APPROVED FOR PUBLICATION Carpenter, Jeff Jul 14 2015 11:24 AM STATE DESIGN ENGINEER AIIIIIIIIIII Washington Shale Departmem of Tra-porlw6m 0p WA 0 w -< �O ,P 34363 O 1GI STSW % n ssfONAL L� Bar Jul 14 2015 11:14 A Ni CHAIN LINK FENCE TYPES 3 AND 4 STANDARD PLAN L-20.10-03 SHEET 2 OF 2 SHEETS APPROVED FOR PUBLICATION Carpenter, Jeff Jul 14 2015 1.1:25 AM STATE DESIGN ENGINEER cogn AIII Washingon State Department of Transportation •- . • l L I ♦41I I i —U ♦' Ili IIII♦♦♦ ♦�lil=.�?.!.�.�.�.�w�i�w�ili�i�i�w�w♦i♦i�w♦w1i•�i♦i♦w♦D_ : �i�' wwE '(fs`71s`!fs`ffs`lfs`ifs`Tfs`ft�lfsfls` ,•�fiilis`ff�ls`L NOTES 1. Materials shall meet the requirements of Standard Specification 9-16. DOUBLE 14 FT. CHAIN LINK GATE - PAY LIMIT CHAIN LINK FENCE TYPE 3 OR 4 - DOUBLE 20 FT. CHAIN LINK GATE - PAY LIMIT i PAY LIMIT 14'- 0" OR 20' - 0" 1D - 0" (TYP.) i TIE WIRES (TYP.) - SPACED Q 14" ON) MAX i i PULL POST MATCH FENCE TOP HINGE -180' SELVAGE (TYP.) SWING (TYP.) I A TOP RAIL TOP RAIL c TRUSS ROD B cr P•) c a 2 WIRES TENSION t (TYP.) (NOT REQUIRED FOR CHAIN LINK FENCE TYPE 4) _� �, ',•. �� MATCH FENCE �D BOTTOM HINGE •- SELVAGE (TYP.) 180' SWING (TYP.) C CHAIN LINK FENCE FABRIC 3' - 0" -- CHAIN LINK FENCE TYPE 3 2' - 0" - CHAIN LINK FENCE TYPE 4 I 12" ROUND (TYP.) PCE 2/20/17 JBS SURVEYED: MITCH EVANS SCALE: ACS 1 27 18 JBS DESIGNED: JAMIE SCHROEDER DRAWN: PETER EVANS ONE INCH CHECKED: MJH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY BY DATE AP P R APPROVED: xxx • ♦IIII/♦♦ .IIII►;. _ ,III/♦♦ FABRIC BAN TOP HINGE CHAIN LINK FENCE FABRIC J 3' - 0II " - CHAIN LINK FENCE TYPE 3 2' -0 - CHAN LNK FENCE TYPE 4 GATE POST DETAIL OA IP RAIL AND NSION WIRE STRETHCER BAR HOG RINGS - SPACED Q 24" (IN) MAX. (TYP.) DOUBLE GATE SINGLE 8 FT. CHAIN LINK GATE - CHAIN LINK FENCE TYPE 3 OR 4 - PAY LIMIT i PAY LIMIT 0" la - Cr (TYP.) TENSION WIRE FOR GATE POST- ! PULL POST TOP HINGE - I 90° SWING i A REQUIRED ONLY ON HINGE SIDE TOP RAIL c TOP RAIL B TRUSS TENSION RODS FABRIC BAND n » u TENSION WIRE BOTTOM HINGE-, { [ C J 90° SW1NG ^J HOG RINGS - SPACED _ TIE WIRES (TYP.) - - Q 24" ON) MAX CI SPACED Q 14° (IN) MAX. 12" ROUND (TYP,) SINGLE GATE TENSION WIRE TOP RAIL! TENSION W FABRIC ."......"..... .�... �... y PULL POST DETAIL OB STRETCHER BAR (TYP.) FABRIC BAND (TYP.) w�4�F�� o�� sy�� r, �O ,P 34363 GISTS&5 1} ssfORAL Barry' Ed May 6 2014 3:57 PM CHAIN LINK GATE STANDARD PLAN L-30.10-02 SHEET 1 OF 2 SHEETS APPROVED FOR PUBLICATION Pasco I.. 11 2.141411 . /JT/•+.e '//'�. �-'.•J`f'�- mn 1 zola I:au vn: Amok STATE DESRiN ENGINEER Washirgton Stale Deparlmemof Transportation TOP RAIL TURNBUCKLE EYE BOLT =___= TURNBUCKLE a _ TENSION WIRE (TYP.) (NOT N BOTTOM HINGE REQUIRED FOR CHAIN LINK TENSION WIRE (TYP.) (NOT FENCE TYPE 4) EYE NUT REQUIRED FOR CHAIN LINK V v FENCE TYPE 4) \ v EYEBOLT p v D GATE POST PULL POST DETAIL OC DETAIL O "1ONAL �• - `a CONSTRU TION RECOA DRAWING THE AS —BUILT INFORMATION SHOWN ON THIS PLAN IS PER A FIELD SURVEY PERFORMED AND DATA PROVIDED BY AXIS SURVEY & MAPPING AND/OR RECORD INFORMATION PROVIDED BY THE CONTRACTOR VERTICAL: NAVD 1988 CITY 0 F HORIZONTAL: NAD 1983/183/1991 RENTON DATUM Planning/Building/Public Works Dept. oV wI� � -c 100 * 34363 't8 dal STS&5 �} ssfORAL n Barry, Ed May 6 2014 3:58 PM c CHAIN LINK GATE STANDARD PLAN L-30.10-02 SHEET 2 OF 2 SHEETS APPROVED FOR PUBLICATION RakalicPasco 2014141 I'M STATE DESIGN ENGINEER Amok irlor Woshingon Slate Departmem of Transporhtlion R-396125 IN COMPLIANCE WITH CITY OF RENTON STANDARDS MEADOWVUE ROADWAYGRADING, DRAINAGE AND SANITARY SEWER IMPROVEMENTS ROADWAY GRADING AND DRAINAGE DETAILS J W D DATE: 7/25/18 > FIELDBOOK: PAGE: S O DRAWING NO: C3.107 ID W SHEET. 25 OF: 1► SEC. 14, TWP 23 N, R5E W.M. T TO V J C'M W I— J In LU O 0 a LULU L • WHITE `. 12" 70 2a" f I I 4 \ E"' 6. ' t a. O b re d I 1 O R=STOP sa 3'-3" o IN L E I `r% 5 4 • j. � I °g? I n',... ,. WHITE in R=2'-3" 4" �, F ie �v s 3,J 'Yy WHITE EDGE OF ROAD LINE :1. TURN MARKINGS ' CONSULTANTS Site Planning e Civil Engineering Land Use Consulting e Project Management 11431 WILLOWS RD. NE, SUITE 120 REDMOND, WA 98052 Phone: (425) 285-2390 1 FAX: (425) 285-2389 www.cphconsuItants.com 6" TO 8" TRAFFIC FLOW' WHITE OR YELLOW \ •F---- Al § 6" TO 8 ISLAND W/CROSSHATCHING 9'-0" 1 15-0» 1 9 —0" I` 1 3:5 RATIO I 4 WHITE LANE LINES F —14 50' VAR. I Z 15' 20' 15' RAILROAD CROSSING MARKING 1 TYPE 3 L BARRICADE L STRIPES ON THE BARRICADES SHALL SLOPE DOWNWARD IN THE DIRECTION TRAFFIC IS TO PASS ; A AREA CLOSED TO TRAFFIC I Z USEABLE TRAFFIC LANE — IN TYPE TYPE 3 R BARRICADE STRIPES ON THE BARRICADES SHALL SLOPE DOWNWARD IN THE DIRECTION TRAFFIC IS TO PASS Pavement Marking Details T Y ADOPTED ti O O A � CITY OF RENTON STANDARD PLANS QO jP�,rTO LST DATE:1-Aug•90 DWG NAME: 11R-03 SP PAGE: H008 X.. 6, �t � it ROAD CLOSURE AT INTERSECTION TYPE 3 R BARRICADE e f I TYPE 3 L BARRICADE SCOT TZFG� k 5 �, ROOF Asy]�y�.� \ s � yl ROAD CLOSURE AT OTHER LOCATIONS ��y ONAL ECG E%PIRES 4AY 5. 2003 TYPE 3 BARRICADE STANDARD PLAN H-2 SHEET 2 OF 2 SHEETS ADOPTED ��Y p CITY OF RENTON STANDARD PLANS " BEN C0� LAST DATE: 05/29/2002 SP PAGE HO18.1 -� r GENERAL NOTE W 100 F[ t- _ +' s z z tr� 4 v, - . See contract for location and 35 150 F[ '' 'P 5 b.: ` k P material feglllremem5. 40 225 Ft t � � - � w 45 300 FL r " Y}.. $a Cot So 375 Ft. 9 tY: - A r: rc i +? h ,v y t ' OR LANE ENLTERUNE • DIMENSIONS SHOWN +-' LANE EDGE OF * ARE APPROXIMATE.BIKE LANE I SEE CONTRACT. �; C 2 WIDE LINE I - 8-W n l aJ LANE b s � � I m B fl� I 1 1 6 7 4 G II blJ ACCESS PARKING pp} SPACE SYMBOL Itll Itll g �� i LAYOUT GOTT 2F< �S AQ OF �AS/Jr,��'� � • \` EDGE LINE 1� LAYOUT 2 NOTES ` I Q] Bid Item 'B cycle Lane Symbol' o qP asap E� •o °.T`: NOTES I I I I includes —and bike rider (D Bid Item "Railroad Crossing Symbol" 7' 7' symbol. Ssf ONAL ECG includes X." symbol letters, and two III } 44, 1I' 0 y - 6' While Arrow 24" wh to transverse lines (�j) Bike Rider symbol ExPIRES MAY 5, 2003 2Q 24' white transverse line DETAIL III 1-2- "'-11'I 0 Stop Line (D W10-1 Advance Waning Sign DETAILS PAVEMENT MARKINGS (not included in RR Crossing Symbol Bid Item) See "Standard Alphabets for Highway Signs BICYCLE LANE SYMBOL STANDARD PLAN H-SC and Pavement Markings," 1977 Edition (FHWA) © Place Stop Line 15' horn the nearest rail or SHEET 3 OF 3 SHEETS approximately 8 feet from RR gate, if present. ADOPTED ♦�Y O RAILROAD CROSSING SYMBOL CITY OF RENTON pn : STANDARD PLANS ��N f0Z LAST DATE: 06/24/2002 s SP PAGE H009.2 I V r'� .e �r " :w ZZ'a `5"+g 5t2P 'i'i 5rtiF _ a --.,4. M*'Fr x y,..+1 ,y - . t • "e`-t MPH D,�,;%>s`',<�,-'fi"�t1 Y 'f' Y'Ha.S ah•F°5""?I. 25 50 FL _ xv:. r 8 ANJCHOQ E�ol-r FATTE20 PER NI.0 C, B. U. PEDESTAL. TEMPLATE. F20NT VIEW NOTES: DEVELOPER RESPONSIBLE FOR INT5TALLING CDU I'-n -' 'II_711 NAAx wim 5'_n" C'LEAQ WIDTLI SIDE VIEW I�IEIGN6LR�J000 DF_LIVE�`( AND COLLF-CT101'J SOX UNIT 0 CONSTRUCTION PERMIT SUBMITTAL CONSTRUCTION RECORD DRAWINGS �O Know what's below. Call before you dip. NO. REVISION S U.S.P.O. Neighborhood Delivery and Collection Box Unit (Mailbox) Installation ADO-PTED CITY OF RENTON $� _ STANDARD PLANS' �F/vTp� LST DATE:1-Aug-87 4 DWG NAME: HR-06 SP PAGE: H026 PCE 2/20/17 JBS SURVEYED: MITCH EVANS ACS 11127118 JBS DESIGNED: JAMIE SCHROEDER DRAWN: PETER EVANS CHECKED: MJH BY DATE AP P R APPROVED: XXX ;0� t .,.,,.;'.•.----,�,-M`..�:"v5 .�"' yy 3 NOTES S (SEE NOTE 2) 1. All fasteners may be zinc plated, galvanized or stainless steel. s All steel angle and tubular steel shall be hot -rolled, high Carbon - USE ATTACHMENT (1)3/B'-16x13/4' steel, painted or galvanized. DETAIL -B- STEEL HEX BOLT ` 2. Install one lightweight T A Low-Inlens' flashing wamin OR 12) FLAT WASHERS _ ORANGE AND WHITE Type NY 9 g 11) LOCKWASHER light on the traffic side of the barricade. Install two Type A REFLECTIVE SHEETING o 19IB'-i85TEEL Low-Intensi flashing warning lights per barricade when ATTACHMENT () AR 1 (SEE N T E s)IB Low -Intensity, 9 9 9 P en HEX P. OETAIL'A' (TY I OR 1415EE NOTE 3) the barricades are used to close a roadway. Attach the light � 0 d= to the barricade accordingto the li ht manufacturers .D, recommendations or usethedetails shown on this plan. 314 ' AC%PLYWOOD PANEL ,:Pw= 3. Stripes on barricade rails shall be alternating orange R O TOP OF BARRICADE and white retroreflective stripes (sloping downward at 11•' 0 o SUPPORT ANGLE 'I I ll' ® an angle of 45 degrees in the direction traffic Is to pass). G� G o ® 4'- 11• x 1 1 / Y x 1 11 r x 1 / e' q, The Type 3 bamcatle design shown on this plan meets the D a STEEL ANGLE crash test is of NCHRP 350. Alternate designs ® approved crash t / e may be approved if they conform to the NCHRP 350 crash test ciitena. STEEL ANGL�Ex 1 1 / z• x 1 e' 5. VJnen a sign is mounted on the barricade, it shall be Securely bolted to at least two plywood panels. The top of the sign shall not be higher than the top panel of the barricade. WARNING LIGHT ATTACHMENT DETAIL O 6. When sandbags are used in freezing 2 TUBULAR STEEL weather, urea fertilizer shall be B'2' srwoBAGS AS REDUIREo / mixed with the sand in a quantity to prevent the sand from freezing. �zz 8' x T x 2' x 1IB-TUBUTAR WARNING LIGHT TO STABILIZE BASE ATT STEEL WITH PRE-D RILLTED ACHMENT (TYP.) ALL LEGB HOLES 1 fT TOP BARRICADE SUPPOO RT ANGLE 1/e DRILL TWq 1R' DIAM. HOLES THROUGH 1 / 6 STEEL ANGLE O BARRICADE SUPPORT ANGLE FRONT OF ®� BARRICADE '-0' STEEL HEX BOLT 4MIN. ItAn MAJC III I B' x Y x 2- 0 iv I (2) FLAT WASHERS 24i ItI I TUBULAR STEEL (1) �Tt(T1P ELHEX —i riTYP.) Ip9 II ANGLE RESON TOP OFLiii�l TS r • _ d q I I BOLT (1) STEEL HEX BOLT . { • y Y. 3/B'-16X3' {, ATTACHMENT DETAIL "A" (2) FLAT WASHERS = (i) 3/BTI6 STEEL SCp OF.2�CC WARNING LIGHT ATTACHMENT ti STEEL ANGLE. TOP OF BARRICADE DETAIL "C" ; SUPPORT ANGLE a, ' DRILL TWO 1R• DIM HOLES THROUGH ORILLTHREE 1 R'DWA. HOLES BARRICADE SUPPORT ANGLE S yONAL T1 (1) are--1ax3' BE ELEVATION STEEL HEX BOLT DETAIL C' EXPIgES MAY 5, 200} 'n (2) FLAT WASHERS - (1) YB--18 STEEL HEX ,. NUT(TYP.) .. ." a TYPE 3 BARRICADE - , �,, gW: a TYPE 3 BARRICADE STANDARD PLAN H-2 ATTACHMENT DETAIL "B" SHEET 1 OF 2 SHEETS ADOPTED 1`tY O CITY OF RENTON STANDARD PLANS LAST DATE: 05/29/2002 SP PAGE HO18 � � g xay st � �°"''i* � .-.r•3Si : , e �• t3'+'+ 1" � '.:r �._;�_,r�,�,:x,., ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/1991 DATUM r — � in� Wnz1 AK 40--Z2E 0,q'YS^4A/D �. CITY OF RENTON Planning/Building/Public Works Dept e AIR CONSTRUCTION RECORD DRAWING THE AS —BUILT INFORMATION SHOWN ON THIS PLAN IS PER A FIELD SURVEY PERFORMED AND DATA PROVIDED BY AXIS SURVEY & MAPPING AND/OR R-396124 RECORD ITH�RMATION CON CONTRACTOR PROVIDEDBY IN COMPLIANCE WITH CITY OF RENTON STANDARDS MEADOWVUE ROADWAYGRADING, DRAINAGEAND SANITARYSEWER IMPROVEMENTS ROADWAY GRADING AND DRAINAGE DETAILS J W DATE: 7/25/18 > FIELDBOOK: �j PAGE: S O DRAWING NO: C3.106 0 SHEET. 24 DF43 LU SEC. 14, TWP 23 N, R5E W.M. (.0 V J C'M I 0 W 1- nJ LU O a LU 5 C1 T CONSULTANTS Site Planning e Civil Engineering Land Use Consulting a Project Management 11431 WILLOWS RD. NE, SUITE 120 REDMOND, WA 98052 Phone: (425) 285-2390 1 FAX: (425) 285-2389 www.cphconsultants.com J LU 0 Z w r m Z 0 A CURB RAMP WIDTH 4'- 0" MIN. LANDING TO MATCH CURB RAMP WIDTH - SEE CONTRACT PLANS LANDING I GRADE BREAK LANDING CURB RAMP GRADE BREAK SEE CONTRACT PLANS - CEMENT CONCRETE SEE CONTRACT PLANS - W - 0" MIN. SIDEWALK - SEE NOTE 5 4'-0"MIN. PROVIDE SMOOTH TRANSITION CEMENT CONCRETE TO SIDEWALK WIDTH SIDEWALK - SEE NOTE 5 (TYP.) SEE CONTRACT PLANS * 4'- 0' jMIN. FLARE (TYP.) 3/8" EXPANSION / I JOINT (TYP.) ^ SEE 3/8" EXPANSION I CURB RAMP STANDARD PLAN F-30.10 JOINT (TYP.) - SEE STANDARD PLAN F-30.10 GRADE BREAK TRANSITION TO SIDEWALK BUFFER, IF GRADE BREAK PRESENT, OR TO BACK OF CURB (TYP.) ^ "".."' """"' SEE CONTRACT PLANS ......... _ .................. icca EI'. EN: CURB, OR CURB AND GUTTER ^ CURB, OR CURB SEE NOTE 4 AND GUTTER ^ DETECTABLE WARNING SURFACE - SEE NOTE 4 FACE OF CURB SEE STANDARD PLAN F-45.10 FACE OF CURB MEASURED PARALLEL DEPRESSED CURB AND GUTTER ^ TO CURB (TYP.) CROSSWALK SEE NOTE 4 1O CONTRACTION JOINT (TYP.) - SEE STANDARD PLAN F-30.10 FOR CURB RAMP LENGTHS GREATER THAN 8'- 0" PROVIDE PLAN VIEW CONTRACTION JOINT EQUALLY SPACED 4'- 0" MIN. OC. w 0 0 Of LL m 0 SLOPE TREATMENT - SEE STANDARD PLAN F-30.10 A NOTES CURB RAMP WIDTH 4'- o" MIN. 1. At marked crosswalks, the connection between the curb ramp and the road - LANDING TO MATCH CURB RAMP WIDTH -- SEE CONTRACT PLANS way must be contained within the width of the crosswalk markings. y I 2. Where "GRADE BREAK" is called out, the entire length of the grade break GRADE BREAK between the two adjacent surface planes shall be flush. 3. Do not place Gratings, Junction Boxes, Access Covers, or other appurten- ances on anypart of the Curb Ramp or Landing, or in front of the Curb Ramp where it connects to the roadway. SEE CONTRACT 4. See Contract Plans for the curb design specified. See Standard Plan MIN. * PLANS \- 4'- o" MIN. F-10.12 for Curb, Curb and Gutter, Depressed Curb and Gutter, and BUFFER WIDTH ^MATCH Pedestrian Curb details. TO CURB RAMP DEPTH I v' (TYP.) 5. See Standard Plan F-30.10 for Cement Concrete Sidewalk Details. See I V, Contract Plans for width and placement of sidewalk. U 6. The Bid Item "Cement Concrete Curb Ramp Type _" does not include the adjacent Curb, Curb and Gutter, Depressed Curb and Gutter, Pedestrian v, Curb, or Sidewalks. 7. The Curb Ramp length is not required to exceed 15 feet (unless shown CEMENT CONCRETE otherwise in the Contract Plans). When applying the 15-foot max. length, PEDESTRIAN CURB ^ I SEE NOTE a the running slope of the Curb Ramp is allowed to exceed 8.3 . Use a /o single constant slope from bottom of ramp to tap of ramp to match into DETECTABLE WARNING SURFACE - the landing over a horizontal distance of 15 feet. Do not Include the SEE STANDARD PLAN F45.10 abutting landing in the 15-foot max. measurement. DEPRESSED CURB AND GUTTER 8. Curb Ramps and Landings shall receive a broom finish. See Standard CROSSWALK Specifications 8-14. 9. 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 Ramp or Landing and there will not be material to retain. TYPE PERPENDICULAR A TYPE PERPENDICULAR B DETECTABLE WARNING SURFACE ^ (SHOWN WITH BUFFER) SEE STANDARD PLAN F45.10 4'- 0" MIN. 15' - 0- MAX. (TYP.) GRADE BREAK FSEEONTRACT PLANS SEE NOTE 7 COUNTER SLOPE GRADE BREAK 5.0% MAX. * _BREAK � TOP OF ROADWAY i LANDING CURB RAMP v DEPRESSED CURB AND GUTTER - 1 SEE STANDARD PLAN F-10.12 SECTION ( A CEMENT CONCRETE CEMENT CONCRETE CURB RAMP'TYPE CEMENT CONCRETE CURB RAMP "TYPE PEDESTRIAN CURB ^ PERPENDICULAR "A" PAY LIMIT -SEE NOTE 6 PERPENDICULAR "B" PAY LIMIT SEE NOTE 4 DETECTABLE WARNING SURFACE - SEE STANDARD PLAN F-45.10 3" R. TYP. DEPRESSED CURB AND GUTTER - SEE NOTE 4 CEMENT CONCRETE CURB AND GUTTER - SEE NOTE 4 CURB RADIUS DETAIL ( ISOMETRIC VIEW TYPE PERPENDICULAR A PAY LIMIT LEGEND SLOPE IN EITHER DIRECTION * 1.5 OR FLATTER RECOMMENDED FOR DESIGN/FORMWORK (2% MAX.) * * 7.5% OR FLATTER RECOMMENDED FOR DESIGN/FORMWORK (8.3% MAX.) * * * 9.5% OR FLATTER RECOMMENDED FOR DESIGN/FORMWORK (10% MAX.) ISOMETRIC VIEW TYPE PERPENDICULAR B PAY LIMIT A A \ B� E C MIN. MAX. CURB RAMP, LANDING, CUT- DETECTABLE WARNING SURFACE (DWS) A 1.60" 2.40" THROUGH OR WALKWAY SEE NOTE 3 A B B C 0.65" 0.45" - 0.90" D 0.9" 1.40" BACK OF CURB ^ 2'- 0" MIN. ^ TRUNCATED DOME E 0 2" 0 2" SEE NOTE 2 TYP. OF ALL APPLICATIONS SECTION O TRUNCATED DOME SPACING SEE NOTE 3 SEE STANDARD SPECIFICATIONS FOR COLOR OF SURFACE TRUNCATED DOME DETAILS CURB AND GUTTER MATCH TO WIDTH OF CURB RAMP LANDING, CUT -THROUGH OR oLU Y WALKWAY DETECTABLE WARNING SURFACE DETAIL c7 mOFFSET CURB RAMP LANDING SEE NOTE 8 LANDING WALKWAY WIDTH OF WALKWAY WALKWAY WALKWAY �J WIDTH OF CUT- THROUGH (TYP.) DETECTABLE WARNING SURFACE (DWS) ^ O7 WAS111 �0 .,� 28680 O w� .0 EGISTS t� ��"'ONAL Zeller, Scott Jun 24 2016 7:20 AM PERPENDICULAR CURB RAMP STANDARD PLAN F-40.15-03 SHEET 1 OF 1 SHEET APPROVED FOR PUBLICATION c.meare, Jeff Jm 29 2016 238 PM STATE DESIGN ENGINEER Washington State Department of Transportation NOTES 1. The Detectable Warning Surface (DWS) shall extend the full width of the curb ramp, landing, or other roadway entrance as applicable. Exception: If the Manufacturer of the DWS requires a concrete border around the DWS, a variance of up to 2 inches on each side of the DWS is permitted. 2. The Detectable Warning Surface (DWS) shall be placed at the back of curb, with the two leading comers of the DWS panel placed adjacent to the back of the curb, and with no more than a 2 inch gap between the DWS and the back of the curb measured at the center of the DWS panel. Exception: If the Manufacturer of the selected DWS requires a concrete border around the DWS, a variance of up to 2 inches from the back of the curb is permitted (measured at the leading corners of the DWS panel). 3. The rows of truncated domes shall be aligned to be perpendicular to the grade break at the back of curb. 4. The rows of truncated domes shall be aligned to be parallel to the direction of travel. 5. If curb and gutter are not present, such as a shared -use path connection, the Detectable Warning Surface shall be placed at the pavement edge. 6. See Standard Plans for sidewalk and curb ramp details. 7. If a curb ramp is required, the location of the Detectable Warning Surface must be at the bottom of the ramp and within the required distance from the rail. 8. When the grade break between the curb ramp and the landing is less than or equal to 5 ft. from the back of curb at all points, place the Detectable Warning Surface on the bottom of the curb ramp directly above the grade break. SEE NOTE 4 CURB RAMP a WIDTH OF CUT -THROUGH (TYP.) BACK OF CURB SINGLE DIRECTION CURB RAMP FLARE EEE EE FLARE :f 2'-0" (GRADE BREAK BETWEEN CURB AND MIN. LANDING15 5 FT. FROM BACK OF CURB) (SEE NOTE 6) DETECTABLE WARNING DETECTABLE WARNING LANDING BACK OF CURB - SURFACE (DWS) - SURFACE (TYP.) - w Y DIRECTION OF SEE NOTE 2 SEE NOTE 3 SEE NOTE 3 Q TRAVEL WIDTH OF CURB RAMP BACK OF CURB ^ CURB RAMP 0 m SEE NOTE 2 WIDTH OF PERPENDICULAR CURB RAMP WALKWAY WALKWAY (SEE NOTE 6) WIDTH of cuR6 RAMP, ISLAND CUT -THROUGH LANDING, OR WALKWAY DETECTABLE WARNING +- SURFACE (TYP.) - DETECTABLE WARNING SURFACE (DWS) ^ SEE NOTE 3 BACK OF CURB ^ SEE NOTE 2 SINGLE DIRECTION CURB RAMP DETECTABLE WARNING (GRADE BREAK BETWEEN CURB AND SURFACE (DWS) ^ LANDING > 5 FT. FROM BACK OF CURB) SEE NOTES 4 & 7 (SEE NOTE 6) CURB RAMP r CURB RAMP WALKWAY --I LANDING - I r- WALKWAY BACK OF CURB ^ DETECTABLE WARNING SURFACE (DWS) ^• SEE NOTE 3 SEE NOTE 2 WIDTH OF LANDING PARALLEL CURB RAMP (SEE NOTE 6) / O �O Know what's below. Call before you dip. PATH OR WALKWAY PEDESTRIAN RAILROAD CROSSING !'-0"MIN. URB -• 2 0" MIN. SEE NOTE 3 \I : ;;; Op WAS& C� BACK OF CURB - z SEE NOTE 2 MEDIAN CUT -THROUGH 0 Z o fv WIDTH OF SHARED- P W USE PATH OR 000 AE 28680R40 fO WALKWAY (TYP.) J CI STB Gl sIONAL Zeller' Scott WIDTH OF CUT -THROUGH SHARED -USE Jul l2 2016 4:25 PM (TYP-) PATH OR C"�, WALKWAY DETECTABLE WARNING ROUNDABOUT SPLITTER SURFACE ISLAND PAVEMENT SHOULDER EDGE N :' STANDARD PLAN F-45.10-02 SHEET 1 OF 1 SHEET DETECTABLE WARNING APPROVED FOR PUBLICATION SURFACE (DWS) ^ ¢ twis26ilaff PM SEE NOTES 4 & 5 jeat°J. % a� STATE DESIGN ENGINEER PLACEMENT GUIDELINES SHARED -USE PATH CONNECTION Washington State Department of Transportation 0 CONSTRUCTION PERMIT SUBMITTAL CONSTRUCTION RECORD DRAWINGS NO. I REVISION RICE 2/20/17 JBS SURVEYED: MITCH EVANS AC 2 1 8 J B S DESIGNED: JAMIE SCHROEDER DRAWN: PETER EVANS CHECKED: MJH BY DATE AP P R APPROVED: XXX CENTER LINES •® e e e e e e e e• 00000 e• e e--L4„ • • • e e • • • • •t • • e • • • �T 3 30, ` 4" YELLOW TYPE 'I' LINE MARKERS DOUBLE YELLOW CENTER LINE 4" YELLOW TYPE 'lid' LINE MARKERS (REFL.) to 0 �•91• 15' � � 3'� •� 4" YELLOW TYPE 1 LINE MARKERS SINGLE SKIP YELLOW CENTER LINE 4" YELLOW TYPE 'Ild' LINE MARKERS (REFL.) IIII COMM,01VMIaa10l11G�1EIII III �•9'•� 15' � • *3� • • • 124" YELLOW TYPE 'Ild' LINE MARKERS (REFL.) ' 4" YELLOW TYPE 'I' LINE MARKERS NUMBER OF 2-WAY LEFT TURN ARROWS SPEED LIMIT 25 MPH - - - - - 200' O.C. SPEED LIMIT 30-35 MPH -- 250' O.C. SPEED LIMIT 40-45 MPH -- 300' O.C. ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY CHANNELIZATION MARKERS DETAIL ADOPTED G MY OF RENTON STANDARD PLANS rST DATE: 04/04 DWG. NAME: H001 SP PAGE: HO01 VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/1991 DATUM + CITY OF RENTON Planning/Building/Public Works Dept "ZONAL CONSTRUCTION RECORD DRAWING THE AS -BUILT INFORMATION SHOWN ON THIS PLAN IS PER A FIELD SURVEY PERFORMED AND DATA PROVIDED BY AXIS SURVEY & MAPPING AND/OR R-396123 RECORD ITH�RMATION CON CONTRACTOR PROVIDEDBY IN COMPLIANCE WITH CITY OF RENTON STANDARDS MEADOWVUE ROADWAYGRADING, DRAINAGE AND SANITARY SEWER IMPROVEMENTS ROADWAY GRADING AND DRAINAGE DETAILS J 0- Lu DATE: 7/25/18 > �j FIELDBOOK: PAGE: S O DRAWING NO: C3.105 0 LU SHEET: 23 of 43 FACE OF CURB in" R. i I �- I' R-7 1:z4 f _ TOP OF ° m //% •._ 1/2"R. / ROADWAY 9 • ir-� .� D •D �' CEMENT CONCRETE TRAFFIC CURB AND GUTTER C FACE OF ADJACENT CURB 6 112' - FLUSH WITH GUTTER r I PAN AT SIDEWALK t RAMP ENTRANCE ,12 I TOP OF ' Ur Ft.. >r• ROADWAY q • > D PDD ° 1PI DEPRESSED CURB SECTION AT SIDEWALK RAMPS 6" CEMENTCONCRETE 112'R. 1•R S 1CWALKRAMP VARIES OR LANDING FROM �T" ° 6"TO0 q --- L - A 7 3A8" PREMOiDED ' -JOINT FILLER CEMENT CONCRETE PEDESTRIAN CURB AT SIDEWALK RAMPS AND LANDINGS s - FACE OF ADJACENT CURB 5 1rz•,r' w ,•- SEE DEPRESSED CURB DETAIL THIS SHEET J 1:24 TOP OF ,..1' .. 1W"- ROADWAY _T - a A \ '° P•. ° ,� tot • I DEPRESSED CURB SECTION AT RESIDENTIAL DRNEWAYS ONLY. FOR COMMERCIAL DRIVEWAYS SEE STD PLAN 104.2 -S- FACE OF CURB 61r2Yj( 511r� I t• 1)r R. ( 1' R, ---FACE OF ADJACENT CURB "f""� tr TOP OF D I b{ ROADWAY GUTTER SURFACE-T Z11' fR P CEMENT CONCRETE �D TRAFFIC CURB DEPRESSED CURB DETAIL AT RESIDENTIAL OR COMrJIERCIAL DRIVEWAYS. AND ALLEYS GENERAL NOTES: 1. See standard plane 102 and 101.1 for curb expansion and corlraction join, spacirg. 2. Not used. 3. For Depressed MonoDlhic Driveway Cud] 8 Gutter Section, see Standard Plan 104.2 PUBLIC WORSTD. PLAN - DEPARTMENTS I CEMENT CONCRETE CURBS IMPRI CYED BAND OR F SEENOIE2 /8-R X 5/B'0 DUMMY JOINT 2'2'-D, 2, _ D• r 3/8• PRENOLDED JOINT FILLER (TVP) FACE OF CEWERUNE OF CURB FRAME GRATE FRAME AND GRATE - NOT INCLUDED ROAD1/2- R. 1" R.MATWA1, IN CURB AND GUTTER BID ITEM SLOPE • • 3' m TOP OF 1Ur / RGAONAIY •.r••, A. ° •.•• ADJUSTMENT SECTION -NOT INCLUDED A ' IN CURS AND GUTTER BID ITEM CATCH BASIN - NOT NCLLOED . .. - IN CURB AND GUTTER BID ITEM SEE NOTE 2 b I / CEMENTCONCRETE CURB ANO GUTTER \ I ISOVE41C VIEW CEMENT CONCRETE CURB SM. PLAN - 101.1 PUBLIC WORKS INSTALLATION AT PRO ED: DEPARTMENT CATCH BASINS L DATE NOTES 1. DIMENSIONS FOR THE PARTS USED TO 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 DR A 2 1/4" (IN) POST WITH A 2 1/2" (IN) PSST ANCHOR MAY BE SUBSTITUTED. SEE CONTRACT PLANS. 3. PERFORATED SOUARE STEEL POST SHALL MEET THE REQUIREMENTS OF WSDOT STANDARD SPECIFICATION 9-06. 4, USE ONLY BASE CONNECTION MANUFACTURER SUPPLIED HARDWARE THAT MEETS THE REQUIREMENTS OF WSOOT STANDARD SPECIFICATIONS 9-06 AND 9-28- MOUNTING ON EXISTING METAL POLE OR LUMINAIRE EDGE OF TRAVELED ROADWAY 90. 30-1 74- N. I EDGE WOF FOR REFLECTORIZEO SIGNS: MOUNT FACING 3•(de.grBE) OUTWARD IF SIGN GALVANIZED �WJEOS. IS YgTHIN 30 FEET OF ROADWAY GALVANIZED SiGN FACE ORIENTATION 2- SOU RE METAL POST o TOP OF AIN (LOOVE.R SQUAR OUT ~ "- z_o SIGN POST S TUBE) g� (y W 'Oo « : Ln FINISHED I i'• m e 4 -I o 7LINE a POST LOWER// SUPSIC _Ok16' d(N)jINJORNANCED T SHOULDER BOLT WITH NUT AND WASHERS - 2 REOUIREO (TYP.) m -`_+�� DOLT _STOP Ld '. POR-SIGN POST BIT TYPE ST-4 SiGN SUPPORT LOWER SIGN POST SUPPORT - 2.25" (IN), 7-GAGE, RIOT -DIP GALV., HEAVY-DUTY ANCHOR COMMERCIAL CONCRETE MOUNTING ON METAL POST SIGN MOUNTING ON SINGLE Si PUBLIC WORKS METAL POST STD. PLAN- 129 APPROVED: G � W DEPARTMENT (ADOPTED) SEC. 14, TWP 23 N, R5E W.M. ISEECONTRACTI �DINO 12'RN)R.(TYP,) CURB NOT MCI.WEOINBID ITEM - �: + liS'A _ SEE RAISED EDGE 3.1' IIN1 PREkbI.OED 1'-0, 3WELV%R OE!PIL-TNISSHEET lgi1T FILER ALL CUT MIN. (SEE CONTRAACTI SLOPE'SJ t12'IM4 R. ITYP'I WITH RAISED EDGE ` +0% LMSNDrINCLUDEDiNB1DITEM FABMC J'E'IINE PREMOLDED JOINT FILLER r"• -i� TOeWCOCONCRERADETESURFACELY ADJACENT TO CURB !AM (BEE CONTRACT) TRO.NG�i2 e/D R (TYP.)Di0 R. (TYP.) CURB NOT N«uDFnwNOITEM - ,5% BRIDGE OR PEDESTRIAN PREMOLDED' `:= WALL OR BARRIER NAILING JOINT FtLFA ADJACENTTOCURB BARRIER - SEE SIDEWALK 4STEEPRU-SLOP0I CONTRACTPLANS ISEE CONTRACT) WALLORBARRIER j I �'. FLUSy I CURB NOT INCLUDED IN BID ITEM- SIDEWALK VERTICAL U. ED ,i.• SEE OETAa JOINT FILLER ITYP.) •:►• • ADJACENT TO CURB AND RAILING OR WALL 31' LINT PREMOLOEO JOINT FILLER SIDEWALK IBUFFERSTRIP ISEECONTRACTI IS NOTE 1D1 12-1NI R SIDEWALK ADJACENT TO WALL DETAIL IL ,,,15x�ARN CURB NOT INCLUDED IN BID ITEMLEVEL - 6- r nn_ FINISHED GRADE t- (INI BELOW TOP OF CONCRETE SURFACE FOR PUNTING - FLUSH IF PAVED •, E1.11 ADJACENT TO BUFFER STRIP 4•'►•; •.�a JT BRDDh1E0 i1MSH 9-WIDE. SMOOTH ,A,•• A'-� ROWELED PERIMETER RAISED EDGE DETAIL lA' - EXTEND SIDELYALKTRANSVFNSE AI • d' JO'NTS 10 NCLUDE RASED EDGE �'•0 '�' For NOTES see STO PLAN 104.2. Paved surfaces must comply with 14 STD PLAN 102.1 as applicable. 3N' is^TO 1H' i ;CONTRACTIONJONT 'NWIDEWALKONLY - @ EXPANSION JONT IN BOTH • •, i `A?. 11b CURDANDWOEWALK(SEESTOhANUMI) •.• 't JOINT AND FINISH ,PPREMAOLOOD ? PLLER DETAIL °.�E.%EXPANSION JOINT H�g_)CONTRACTION JOINT tiY-o STD. PLAN Oe PUBLIC WORKS CEMENT CONCRETE 'DD DEPARTMENT SIDEWALK PPRO W a Lu c�T 2 Q W zIl z p �f- � O U _ � a 0 J a 2aW• m QQ Or ¢ � '' �X o r J Q �W Qgpppz iVJ cLU0 1- ezlZ LL4 _J i") U• W H W Q O IL FQ a0� mW UV S`O j ial 1_ 9 TR pWE a, U LL aF- W7s p. UrQ �-69 W WZ m:G UJ 5U ('�� z OfmW m�0 LU ZV�j Z~ Zr�iJ WC7 aq� NF Wma IX i too W IlJ�O 2) 1.- WR �WQ U. •I' ��? O z r- LV Oj er ui rp •a111M O a GROUND MOUNTED STD. PLAN- 134 PUBLICWORKS (FORSTREET SPEED LESSSIGNS THAN 40 MPH) APPROVED: „),, JI6 DAIE/lEE CONSTRUCTION PERMIT SUBMITTAL CONSULTANTS , CONSTRUCTION RECORD DRAWINGS Site Planning E Civil Engineering , Land Use Consulting • Project Management 11431 WILLOWS RD. NE, SUITE 120 REDMOND, WA 98052 Phone: (425) 285-2390 1 FAX: (425) 285-2389 Know what's below. www.cphcons ultants.com N0. REVISION sht n 9nlR CPH CnncUltnnrc. 1 11. All Riohrc RPRPrVPrI Call before you dip. Gregg Zimmerman, Public Works Ad wmistrater �••�J'' �. �'^' Y CEMENT CONCRETE .� -. CURB a CUTTER ✓ �� -i (SEE NOTE 3) CFAeNI / DEPRESSED MONGUTHIC CONCRETE - ��' CURB a GUTTER SIDEWALK `l 'i Jj (SEE DETAIL THIS SHEET) TYPEC2B-ISOMETRIC VIEW (COMMERCIAL, WITH BUFFER) NOTES 1. When a driveway width exceeds 15 feet, construct a full depth expanslonJoint with 3/8'joint filler along the driveway lane lines Fr ACEOFWRB SEE (see aid. plan 102), Construct Expansion Joints parallel with the ass(g) DEPRESSED CURD DETAIL 412 oNTMLss- centerllne as regulrad at IS' maximum sparing when driveway CONTRACTIONJOINT --, '. widths exceed 30'. sMPLAN102 sur r Toaor b 'l. ROA➢WAY 'ti 2. See Bid. plan 102 for sidewalk details. #{='j----- A 3. Curb and gutter shown, other curb designs may be specified. ' Sea std. plan 101 for curb details. • . ' ta• 4. Not used. - 1'•B' S. The engineerwill design all driveways to Include elevations at all r NDDM- ORNEWAYLONGITUDINALPJPAWION points marked with symbol "X". All elevations are at the back of J0018 SHALL TH FULL DEPTH DEPRESSED MONOLRHIC CURBSCUTTER DETAIL 9 curb top On uphill side. 6, Not used, 7. For Driveway Widths Sao DRIVEWAY STANDARDS (See NOTE 10). The expansion joints (see std. plan 102) spat( be spaced as shown In the corresponding Isometric view. 8. Slopes shall comply with Sections R30321 a R303.2.2 or FACE OF ADJACENT CURB R3032.3 of the Revised Draft Guidelines for ACCessiblePublic Rigbts-of-Way Nov=bar 23, 2005 \ 1" of (PROWAG), -- S. Curb ratume for any Type C•MAX Driveway may be approved on .r✓ a case-by'Oeae basis. BUFACE 10. STREET STANDARDS = Renton Municipal Code (RMC) t•R F Title IV Development Regulations , D• ' ' , - CHAPTER 6STREET AND UTILITY STANDARDS �_°�' • D 'D�% > Section 4-6-060 STREE'TSTANDARDS DEPRESSED CURB DETAIL AT RESIDENTIAL CIR COMMERCLAL DRIVEWAYS, AND ALLEYS DRIVEWAY STANDARDS - Renton Municipal Cc&tRMCj Title N Development Regulations Driveway EXramp1 TYPE C1 B CHAPTER 4 ' R=RSaOeMrel. c--cDnvll ,ow --- _---� j CITY-WIDE PROPERTY DEVELOPMENT STANDARDS N.Rrber of Lan". -- Section 4-4.080 PARKING, LOADING AND DRIVEWAY (MAX=4 Lane Commeroall, REGULATIONS B.aurtertPlSntinaSeb) smnk=NoeLAre +�PUBLIC WORKS ' CEMENT CONCRETE DRIVEWAY' PLAN - 1042 PRo FD DEPARTMENT ENTRANCES - NOTES AND DETAIL S -r 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 LIMITS SHALL MEET CURRENT ADA STANDARDS ( I.E. JUNCTION BOXES SHALL HAVE NON-SKID LIDS) r� TRANSPORTATION NOTES STD. PLAN- 135 PUBLIC WORKS APPROVED: t� DEPARTMENT DA PCE 2/20/1 / JBS SURVEYED: MITCH EVANS ACS -I 4 271 U JBS DESIGNED: JAMIE SCHROEDER DRAWN: PETER EVANS CHECKED: VI BY DATE APPR APPROVED: XXX SCALE: ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY VERTICAL: NAVD 1983 HORIZONTAL: NAD 1983/1991 DATUM 1/2"X4" EXPANSION MATERIAL 1/4"R AT JOINTS -- 9q LEI T 1WE65N6•NR^RNIDa _i 6 N AN#B1SEE•rolE Fo MEM WAU` ax -TI«I Aowr S661ro16 •�' B C�CIIWG6Wr�i6R RMA 31OP IJN.W NODE EDP•) ISE! NOTE ]) ]9•CONTAAn JONT RVPJ me-m.PUNIOT PUN NEW vARis E'ROiTDj 'i ■]i MAX 9EE NOT, eiTWI I I I r NIN ••' )-4•MM CEMENTCONCREn °•"aN WIlEEi6•✓JV iED]TER a ` n ]T EVAASIDNJOWr mP.T ISEENDI!]I >` SECTION V AES em.PUN10Y \\\ /'^,-.J- . ,•... IM'AI1YA1 � W9'ILWMatlNM ,�.. o-=rEa=_�E,v sloFenwl-.-,�-..• " \ DC• � .` �r--DRMEWAV VaP�ITNEaIOPE ISLOP6 SNOwN6XA6OEMTEnf 'c IRA% � oxn Dar1EwAYw:RaJawe r y...rRvIr- �O NEWiWe 9LOP6Is1.oPL �' �..,,_„_..-•-•^"'-"••-,• 81��J EHDWN E%AGOETMlEO{ CEMENT CONCRETE t. CM5 E CUTTER (aEENOTE 3) cCEECONCRETE sscEwAtJI - «HTwc - Aa. sro. NMA 11Ma TYPE RIB - ISOMETRIC VIEW (RESIDENTIAL, WITH BUFFER) For NOTES STD. PLAN 104.2 p STD. PLAN - 104.3 a ° PUBLIC WORKS CEMENT CONCRETE DRIVEWAYq, %+ DEPARTMENT ENTRANCE - TYPE RIB PILL?�`; fj+ yI 1 FNTo /� a*.L ( E TEN f t i 1l6ENOTEM 1 r DRI'� YRFOUIHED ` ISEE STO.PUNfe 71 11 / PIKE `q�,, SILT tgleR �I 1/2"X4" EXPANSION MATERIAL OEM. CONC. CURB AND GUTTER 1/4"R AT JOINTS A SCORE LINES TO BE RADIAL A W TO CURB AND GUTTER + W 1/2"X4" EXPANSION MATERIAL 1/4"R AT JOINTS SCORE LINES B B "W"-WIDTH OF SIDEWALK -- - - 1/2"X5" EXPANSION 1 4" FT. SLOPE MATERIAL CURB RETURN / / ONLY 1/2"R 1/4"/FT. SLOPE 1/2"R 4- �1/2"R PAVEMENT AS PER PLANS 4" 1 PAVEMENT AS PER PLANS STANDARD CEM. CONC. PARKWAY STANDARD OEM. CURB AND GUTTER CONC. CURB AND GUTTER SECTION A -A SECTION B-B SEE SHEET 2.5.1 FOR ROADWAY DEVELOPMENT STANDARDS GENERAL NOTES: JOINTS: DUMMY JOINTS SHALL BE PLACED NOT TO EXCEED 15' C/C NOR LESS THAN 1O C/C. THEY SHALL NOT BE LESS THAN 3/16- IN THICKNESS AND SHALL BE EXTENDED a BELOW THE GLITTER LINE. 1/2• THRU JOINTS SHALL BE PLACED AT ALL COLD JOINTS AS DIRECTED BY ENGINEER AND SHALL EXTEND I" BELOW CONCRETE WHERE THE SIDEWALK IS TO BE PLACED AGAINST THE CURB AND GUTTER, THE JOINT SHALL BE A COLD JOINT. 1/2-X 5- EXPANSION MATERIAL SHALL BE PLACED FROM P.O'S TO P.T.-S AT ALL CURB RETURNS. 1/2-X4- EXPANSION MATERIAL SHALL BE PLACED AT EVERY FOURTH SIDEWALK PANEL THE CONCRETE MIX FOR SIDEWALKS SHALL CONFORM TO THE REQUIREMENTS OF CLASS B (31e) NTH AIR ENTRAINMENT. THE CONCRETE SHALL HAVE A BROOM FINISH WTH ALL EDGES HAVING A 2 1/2" TOOLED FINISH SUBGRADE COMPACTION SHALL BE 90% (MODIFIED PROCTOR). � C TY OF RENTON Planning/Building/Public Works Dept Gregg Zimmerman. Public Works Adminls,Nler - "TONAL n- - CONSTRUCTION RECORD DRAWING THE AS -BUILT INFORMATION SHOWN ON THIS PLAN IS PER A FIELD SURVEY PERFORMED AND DATA PROVIDED BY AXIS SURVEY & MAPPING AND/OR R-396122 RECORD ITH�RMATION CON CONTRACTOR PROVIDEDBY IN COMPLIANCE WITH CITY OF RENTON STANDARDS MEADOWVUE ROADWAYGRADING, DRAINAGE AND SANITARY SEWER IMPROVEMENTS ROADWAY GRADING AND DRAINAGE DETAILS J 0- W DATE: 7/25/18 > FIELDBOOK: PAGE: S DRAWING NO: O C3.104 0 511E- 22 �E 43 UJ SEC. 14, TWP 23 N, R5E W.M. T C'M i 0 w I— Q J n w > O a Cw G w a z Ld FINISHED SLOPE 2H: 1 V MAX. DEBRIS BARRIER PER COR 3" MIN. 1 r STD. PLAN 223.00, BEVEL END PIPE PER COR STD. PLAN 221.00 FLOW 18" �� 12" 6" MIN. MIN. , SECTION FLO QUARRY SPALLS P1 d AI * QUARRY SPALLS MATERIALS PER WSDOT 9-13.6 PIPE INLET PROTECTION NOT TO SCALE B L� CURB & GUTTER STD. FRAME AND GRATE SCUPPER AT CATCH BASIN NOT TO SCALE CONSULTANTS Site Planning - Civil Engineering Land Use Consulting - Project Management 11431 WILLOWS RD. NE, SUITE 120 REDMOND, WA 98052 Phone: (425) 285-2390 1 FAX: (425) 285-2389 www.cphcons ultants.corn MITER PIPE END A .5Xn n Pi A M * QUARRY SPALLS MATERIALS PER WSDOT 9-13.6 PIPE OUTLET PROTECTION NOT TO SCALE CONC. CURB AND GUTTER PER COR STD. PLAN 101- 2.O VARIES SEE PLAN 12" MIN. 4" COMMERCIAL GRADE CONCRETE SECTION A FINISHED SLOPE VANED GRATE L PIPE RIM EL=PER PLAN CATCH BASIN TYPE AND LOCATION PER PLAN (WHERE SHOWN ON PLAN) STANDARD OR VANED FRAME AND GRATE o 0 N I I � 1 10" X 3'-0" (TYPE 1L) 2'-6" (TYPE 1) .5" I a i I I I I I I I T I I I � I W I J I I I L--A------ i—J U OO TYPE 1 and TYPE 1L (OPEN CURB FACE) CB TYPE 2 X Y I.D. 0. D. 48„ 56" 11„ 12" 54" 63" 14.5" 15" 60" 70" 18" 18" 72" 1 84" 24" 1 24" 96" 1 112" 37" 1 36" STANDARD OR VANED FRAME AND GRATE 3'-0" (TYPE 1L) 2'-6" (TYPE 1) 9" STANDARD OR VANED FRAME AND GRATE I I 110 I I Lu W 1 p 1�— r l N I I O W I � I L J 20" GRATE U 0 TYPE 1 and TYPE 1L NOTES. 1. CENTER OF GRATE = CENTER OF STRUCTURE FOR TYPE 1 AND TYPE 1L STRUCTURES ONLY 2. NORTHING AND EASTING (OR STATION AND OFFSET FROM CONSTRUCTION CENTERLINE) SHOWN ON PLAN REFERENCES CENTER OF STRUCTURE FOR ALL DRAINAGE FACILITIES UNLESS OTHERWISE NOTED ON PLANS 3. REVERSE TYPE 2 CATCH BASIN TO BE INSTALLED ONLY AT LOCATIONS SPECIFIED ON PLANS STRUCTURE PLACEMENT DETAIL NOT TO SCALE TOP OF CURB TOP OF CURB GUTTER LINE GUTTER LINE 14" 14" DIRECTION OF FLOW 12" SECTION B SOLID 24" DIAM FRAME AND GRATE � I I I I I I I / I STANDARD OR VANED FRAME AND GRATE N CB TYPE 2 z I.D. 0. D. 48" 56" 2" 54" 63" 5.5" 60" 70" 9" 72" 84" 15" 96" 112" 28" REVERSE TYPE 2 (SEE NOTE 3) LEGEND + = CENTER OF GRATE O = CENTER OF STRUCTURE FOC = FACE OF CURB "ZONAL �•- CONSTRUCTION RECORD DRAWING THE AS -BUILT INFORMATION SHOWN ON THIS PLAN IS PER A FIELD SURVEY PERFORMED AND DATA PROVIDED BY AXIS SURVEY & MAPPING AND/OR R-396121 RECORD ITH�RMATION CON CONTRACTOR PROVIDEDBY IN COMPLIANCE WITH CITY OF RENTON STANDARDS CONSTRUCTION PERMIT SUBMITTAL PCE 2/20/17 JBS SURVEYED: SCALE: DATE: HORIZONTAL: NAD D1983/1991 7/25/ 1 8 � CONSTRUCTION RECORD DRAWINGS ACS11127118 JBS MITCH EVANs 0 TY OF MEADOWVUE DESIGNED: ROADWAYGRADING, DRAINAGE AND SANITARY SEWER IMPROVEMENTS FIELDBOOK: ® JAMIE SCHROEDER � � � n TO DRAWN: N PAGE: 4O PETER EVANS ONE INCH DRAWING NO: MJH DATUM Planning/Building/Public works Dept. ROADWAY GRADING AND DRAINAGE DETAILS C3.103 Know what s beloW. CHECKED. AT FULL SCALE N0REVISION . BY DATE APPR SCALE NOT ONE INCH Call before you dip. APPROVED: ALE ACCORDINGLY SHEET: OF 21 43 co T T rr WN Q J 0— W > O W 5 SEC. 14, TWP 23 N, R5E W.M. T�J co VMMJ I O I W N cc 9� o HIGH PT. FL=388.31 SE 5TH P O {/, I 1 -- SD SD � W0 %- 0 . . i14a QLO �. e 9 T 1 - w aco R I W W LO o I=Q► cgII h . 8.5 a��,5y9j'9_ rye �g6 �'II 1 ao � � II __ ��' a _ ��' o _ d�t'W/' y0� �1 �. ;°'7' y0 0 S � 0 >0 V m> 5 �Q' 9 a ��ti 4 5. � 4j j� O 39LAJ ° �\co S0 a LO y-- TOR—M —TRA CT hN__Q5% daby w 4'1') cSTORM TRACT Os X O`n8.5'8.5' LL � CD x n T CD ----- r � ' a SE 5TH PL 00 a o 0 0 0 r� haL17 a Q 0 T QU� ------- LMI J RAMP DETAIL RAMP DETAIL RAMP DETAIL RAMP DETAIL A SCALE: 1"=10' B SCALE. 1'=10' C SCALE: 1"=10' D SCALE. 1'=10' I I �1 SE 5TH PL HIGH PT. FL=4046 / — I hcoI �2 a I T I -- � g Lu Bj N 1 I ° �6 . •9z I Q � I � - _ 8 �� L_ I raj a 8.5 I Li- 29 0 — a ° I 0 I � I —�,� • I A _ a I \ I 1A LU I wit ,I I �15 I 8.5' ' C6 9 _ -_-_ l G I 8.5' cfl RAMP DETAIL WAS�r L � I I 8 Q0 I I �/ _ I I i LO H SCALE: 1"-10' I V i I I 0 I I ROAD A 37610 I / FsscI s T E �1 ' I I I i i ONAL i�too RAMP DETAIL RAMP DETAIL RAMP DETAIL CONSTRUCTION RECORD DRAWING THE AS -BUILT INFORMATION SHOWN ON THIS PLAN IS PER A FIELD SURVEY E SCALE: 1 "=10' IFSCALE. 1 '=10' G SCALE. 1 "=10' PERFORMED AND DATA PROVIDED BY AXIS SURVEY & MAPPING AND/OR R-396120 RECORD INFORMATION RACTORVIDED BY IN COMPLIANCE WITH CITY OF RENTON STANDARDS J 0- W 0 CONSTRUCTION PERMIT SUBMITTAL PCE 2/20/17 JBS SURVEYED: SCALE: DATE: MITCH EVANS HORIZONTAL: RAID D11983 983/1991 M EADOWVU E 7 25 18 CONSULTANTS 1 CONSTRUCTION RECORD DRAWINGS ACS 27 18 JBS DESIGNED: • T TY O OK JAMBE scHROEDER � ROADWAY GRADING, DRAINAGE SANITARY SEWER IMPROVEMENTS FIELDBOOK: Site Planning • Civil Engineering Q ® R E �1 T O �I PAGE: S DRAWN: Land Use Consulting •Project Management PETER EVANs DRAWING No O 11431 WILLOWS RD. NE, SUITE 120 O ONE INCH DATUM FUL REDMOND, WA 98052 CHECKED JH AT L SCALE Plarinlrlg/Euildlrlg/Public Works Dept. RAMP DETAILS C3.102 0 Phone: (425) 285-2390 1 FAX: (425) 285-2389 Know what's below. IF NOT ONE INCH www.cphconsultants.com Call before OU dig. IN 0. REVISION BY DATE APPR APPROVED: SCALE ACCORDINGLY SHEET: 20 OF:4J ' Co ri ht © 2018 CPH Consultants LLC. All Ri hts Reserved. 5 G rol-9 rol-9 CB25. TYPE 2-48" cslnn TYPE 2-nn" rvnr n Ao" T M 0 w Q J n w O a W 5 w a z 82+83.81, 11.21 A 386 SPILL IN ON SH 38 STA 12+31.78, 11.33' RT RIM=391.62 IE(12"E)= 76 I E(12 "W)=3$1-$:r381.81 IE(18"S)=3&1.3 381.52 390 I APPROX. EXIST. 15390 GRADE (TYP.) TOP=387.68 MAX W.S. 100- YR =393 3 rTOIP=386.68 385 ��/3 385 2- YR W.S. =58+61 B383. 6 to 5 - 12 - /�� TOE=382.46 MIN. 375 370 00 c� 00 � 00 CPI�I CONSULTANTS Site Planning • Civil Engineering Land Use Consulting • Project Management 11431 WILLOWS RD. NE, SUITE 120 REDMOND, WA 98052 Phone: (425) 285-2390 1 FAX: (425) 285-2389 www.cphconsultants.com W.Q. ELEV =3�9 48-379.6 / -CAST-IN-PLACE380 CONC. WALL 3 3 /�/��//��/�'�� (SEE NOTE 1) SEDIMENT STORAGE=37-5.46.375-5 BOTT, CELL ELEV=375.4e 375 SUITABLE UNDISTURBED �� '\ \/\ NATIVE SOIL SUBGRADE (TYP.) 370 v C) �f N � N00 SECTION BB vv 0 38768 5.68) 382.00 SEC. 14, TWP 23 N, R5E W.M. 395 II II 395 _ _ FINISH GRADE (TYP.) -2 PAD 50 390 x APPROX. EXIST. 6 390 GRADE (TYP.) TOP BERM=387.68 MAX W.S. (100- YR)=� 3---- - - _ TOP=387.68 385� --2-YR ASi-IN-PLACE 385 W.S.=3S6r36 >�- - - - ONCWALL � 12" EE NOTE 1) //�//� X�� j�� j TOE=382.00 / r ' � 2 MIN. 380 3 //\iTj �. 1 5 � COVER 380 -- -- -- W.Q. ELEV=379-,4e-379 --- --- BERM=3&379.6 �/, // 3 t7\5 375 SED. STORAGE= 3 j{�j��j��j��j��j� SEDIMENT STORAGE= Z�375�575 BOT. CELL ELEV=374.5 %�%�% //////�� \��%j�///��% BOT. CELL ELEV=374.4e 374.5 SUITABLE UNDISTURBED/�/�//�/�/�� NATIVE SOIL SUBGRADE (TYP.) 370 370 O'er �'� �'� d '� �,d� N'^ �,^ d 'C4 O'erI'n to to SECTION AA ROAD A 395 _ 395 X FINISH GRADE (TYP.) 390390 15' APPROX. EXIST. GRADE (TYP.) x , 3 L TOP=387.68 MAX W.S. --� %O,O (100- YR)=386�9-386. - - - - - TOE=386.68 -- --- 385 �, 3 000 /\I►=-•.L 385 2-YR W.S.=384:-9-5-383.6 Lci ��j/ TOE=382.46 380 j00/ W.Q. ELEV= 379-49-379.6 380 CAST -IN -PLACE CONC. WALL SEE NOTE 1 STORAGE=3�4�( ) 375 BOT. CELL ELEV=k4 374.5 ��/�� 375.5 375 SUITABLE UNDISTURBED NATIVE SOIL SUBGRADE (TYP.) 370 370 N'l[j 00''n O''M f- N rn'LO �I� NIC�O �'C�D �' CIO n nrj rj n n SECTION CC CONSTRUCTION NOTES 020' DRIVEWAY GATE FOR ACCESS DRIVE PER WSDOT STD. PLAN L-30.10-02 06' BLACK VINYL COATED CHAIN LINK FENCE PER WSDOT STD. PLAN L-20.10-03 OPIPE OUTLET PROTECTION PER DET. ON SHTT, C3.103 OPIPE INLET PROTECTION PER DET. ON SHTT, C3.103 OPOND ACCESS ROAD PER DET. ON SHT. C3.101 06 PERMANENT SURFACE WATER CONTROL POND SIGN PER DET. ON SHT. C3.109 NOTE: 1. THE CAST -IN -PLACE (CIP) CONCRETE WALL LOCATED WITHIN THE STORM POND TRACT SHALL BE A REINFORCED CONCRETE RETAINING WALL AS PROVIDED BY A PROFESSIONAL STRUCTURAL ENGINEER LICENSED IN THE STATE OF WASHINGTON. THE FINAL CIP WALL DESIGN WILL BE PROVIDED FOR REVIEW AND APPROVAL BY THE CITY AS A SEPARATE STRUCTURAL WALL PERMIT PACKAGE. 2.THE FINAL CIP WALL DESIGN SHALL CONSIDER ACTUAL IN -SITU SOIL BEARING CAPACITY, SURCHARGE AND HYRDOSTATIC LOADING, AND POTENTIAL BUOYANCY CONDITIONS AS PROVIDED BY THE PROJECT GEOTECHNICAL ENGINEER. 3. AN IMPERMEABLE SOIL LINER SHALL BE PROVIDED AT THE POND BOTTOM AND INTERIOR SIDE SLOPES TO THE EXTENTS SHOWN ON THIS PLAN. THIS IMPERMEABLE SOIL MATERIALS, WHICH MAY INCLUDE NATIVE OR AMENDED NATIVE ONSITE SOILS, SHALL BE AS SPECIFIED BY THE PROJECT GEOTECHNICAL ENGINEER. 4. POND BERM EMBANKMENTS MUST BE CONSTRUCTED ON NATIVE OR CONSOLIDATED SOIL (OR ADEQUATELY COMPACTED AND STABLE FILL SOILS ANALYZED BY A GEOTECHNICAL ENGINEER) FREE OF LOOSE SURFACE SOIL MATERIALS ROOTS AND OTHER ORGANIC DEBRIS. 5. POND BERM EMBANKMENTS GREATER THAN 4' IN HEIGHT MUST BE CONSTRUCTED BY EXCAVATED A KEY EQUAL TO 50% OF THE BERM EMBANKMENT CROSS -SECTIONAL HEIGHT AND WIDTH UNLESS SPECIALLY RECOMMENDED OTHERWISE BY A GEOTECHNICAL ENGINEER. 6. THE BERM EMBANKMENT SHALL BE CONSTRUCTED OF SOIL PLACED IN 6-INCH LIFTS COMPACTED TO AT LEAST 95% OF MAXIMUM DRY DENSITY, WITHIN 2 PERCENTAGE POINTS OF THE OPTIMUM MOISTURE CONTENT, MODIFIED PROCTOR METHOD ASTM D 1557. DENSITY TESTS SHALL BE PERFORMED FOR EACH LIFT TO CONFORM COMPLIANCE WITH THIS SPECIFICATION. THE SOIL USED FOR CONSTRUCTION SHALL HAVE THE FOLLOWING SOIL CHARACTERISTICS: A MINIMUM OF 20% SILT AND CLAY, A MAXIMUM OF 60% SAND, A MAXIMUM OF 60% SILT AND CLAY, NORMAL GRAVEL AND COBBLE CON TEN T 7. A PUBLIC STORM DRAINAGE MAINTENANCE AND ACCESS EASEMENT WILL BE PROVIDED FOR THE ENTIRETY OF THE STORM TRACT. POND BOTTOM TABLE NAME NORTHING EASTING A 176946.06 1318641.84 B 176945.85 1318674.17 C 176938.18 1318673.96 D 176938.41 1318641.77 E 176953.13 1318710.17 F 176951.69 1318713.99 G 176938.09 1318713.58 H 176938.11 1318709.74 N Vol F ST sSIONAL A 0 5 10 \to t• VERT. IN FEET CONSTRUCTION RECORD DRAWING 0 20 40 THE AS -BUILT INFORMATION SHOWN ON THIS PLAN IS PER A FIELD SURVEY PERFORMED AND DATA PROVIDED BY HORIZ. IN FEET AXIS SURVEY & MAPPING AND/OR R-396117 RECORD ITH�RMATION CONTRACTORPROVIDED BY IN COMPLIANCE WITH CITY OF RENTON STANDARDS CONSTRUCTION PERMIT SUBMITTAL PCE 2/20/17 JBS SURVEYEMITcIi EVANS SALE: MEADOWVUE DATE: 7/25/18 DESIGNED: � I I I VERTICAL: NAVD 1988 CONSTRUCTION RECORD DRAWINGS ACS 1 27 18 JBS HORIZONTAL: NAD ,9ss�,99, T TY O C ROADWAY GRADING, DRAINAGE AND SANITARY SEWER IMPROVEMENTS FIELDBOOK: ® JAMIE SCHROEDER '>A Q DRAWN: R E T O O V PAGE: PETER EVANS ONE INCH DRAWING NO: I, CHECKED: AT FULL SCALE DATUM Planning/Building/Public Works Dept. POND PLAN C',3.20 Know what s below. MJH N0. REVISION BY DATE APPR C NOT ONE INCH Call before you dip. APPROVED: SCALE ACCORDINGLY SHEET: OF 17 4� CB30, TYPE 1 CS100, TYPE 2-60" 82+95.16,-51.40' SEC. 14, TWP 23 N, R5E W.M. CONSTRUCTION NOTES r SEE C3.01 STA . ' LT O (10 SEE DET. ON C3.21 53LF 18 SD REMOVE EXIST. CONC. WALL TO APPROX. LIMITS OF GRADING. SEE NOTE 7 O7 STA ' LT S=5.66� STORM TRACT SAWCUT REMOVE, AND REPLACE EXIST. HMA PAVEMENT; MIN. PAVEMENT SECTION 5 g SEE C3.01 21,736 SF FOUND 5/8" REBAR AND CAP, LS#29537 O C� i 11+13i12, I� o o I / CHL-VERT i TO MATCH EXIST. 11,810 SF / x I -CRONES, DN. 0.1; / I illl /i p I I /! I / STA 6 -+40 2, 80.69' LT5`6 i (11/09/16) W OF PROPERTY CORNER O LUMINAIRE PER ILLUMINATION PLAN Cfl IE 18 fit =376.40 0 / / CB31 T PE 1 / SEE C3.01 / TBM E D APPROX. LIMIT OF GRADING I / ELEV = 386.18' CO STA �'2.1 7 a" 42 "6' LT cn / - 382 i SET X' IN TOP SOUTHWEST CORNER OF 50 TYPE B PERPENDICULAR CURB RAMP PER WSDOT STD. DET. F-40.15-03 N 5 11+13.03,'-2.87 cn I / I / I 3.7' TALL BRICK COLUMN CULV 6"CMP IE = 380.02' 6 0 l C3.101 l O REPLACE 4 WHITE EDGE OF ROAD LINE PER COR STD. PLAN H008 / / l CULVERT � INSTALL SIGN TO RD D " I STA ' LT 25 7 ROADWAY SURVEY MONUMENT WITH CASE PER COR STD. PLAN NO. H031 T / LUMIN�RE POLE - - l 84+51.49,-12.27' O 8 CEMENT CONC. SIDEWALK PER COR STD. PLAN 102. WIDTH PER PLAN V STA 80+82.14, 16.0 T I I 1 22 / a i \ ` i / IE(18"N)=578.55 O Q 8 9 BEGIN ` I 8 p / % I STA 84+14.81,�16.1010 378.22 TYP. CEMENT CONC. TRAFFIC CURB AND GUTTER PER COR STD. PLAN 101 9 � l _ /o - - /- - - - j t END / 30 10 6" PVC ROOF DRAIN COLLECTION PIPE PER COR STD. PLAN 225.00, APPROX. 33INLET CULVERLjj T- r-- --- - - - - - % O LENGTH AND UPSTREAM INVERT ELEV. PER PLAN o - i t y = - o �1-LT - - a a I o , - a a 1 L s1�yt -= ��r.3o=------------ O STOP SIGN PER MUTCD R1-1 ° 11 80+70.50-22.8�' ---- B - -_ _ - B IE(18"SW)= zn�4wa - - L - -- �26 CEMENT CONCRETE DRIVEWAY TYPE 3 PER COR STD. PLAN 104.2 AND 104.3. 0 394.12 18 LZ- 12 REFER TO DRIVEWAY TABLE THIS SHEET FOR LOCATIONS AND WIDTH `(TYP. / cp 21 (TYP.) 43LF c s'Pvc IE = 379.89' MAILBOX INSTALLATION NEIGHBORHOOD DELIVERY AND COLLECTION BOX UNIT PER 0 -M M M M^ M I M� M / :5, y 18 _F 18" SD\� 13 COR STD. PLAN H026 Q - - - -►FH _ _ M_ M MM S=�&00.63q ---_- LL.I �� / / i - 00 14 GROUND MOUNTED STREET NAME SIGN PER COR STD. PLAN 134 ALI, 154TH �VE�SE ; II NO 1 08'E 61.68CA • 661.42R1) -'- � 15 ABANDON EXIST. WATER SERVICE IN ACCORDANCE W CITY STANDARDS ----------------� -- - --- S SS ----- 1 - ------ - -' POWER ROBBING ----------- I b ------ ----- - STA ' LT 5,� - ------------ `-----� - -- -------- STA 83+06'27, 13.00' LT _ T MARK 16 RELOCATE EXIST. POWER POLE BY PSE, SEE NOTE 8 p 5 80+84.72,-12.81' / c`ti �� I 14 � 12 C&15, TYPE 1-L o o T / TYPE 1 �I S IA , 1:2.24' 17 RELOCATE EXIST. ELECT. TRANSFORMER BY PSE, SEE NOTE 8 O CB20, / - --STA 84+�� i / STA LT / I I 8 1 - 2 8, LT 5 •eL � BP BP P P 18 MUTCD TYPE 3 BARRICADE PER COR STD. PLAN H018 AND H018.1 p 1 8a+�7� =t2-UY - - I� 'WOOD 19 RECTANGULAR BI-DIRECTIONAL VANED GRATE PER COR STD. PLAN 204.30 I� / I 5 STA ' LT IX CB25, TYPE 2-48" l / END OF UTILITY PAINT r / + - STA / 20 RELOCATE EXIST. STREET SIGN ' � � . 2 3 4 12:)cn INT 82+49.76 154TH AVE SE I 82+83.81, 11.2 I COMCAST - _ - W 5 6 7 8 N "NO PARKING ANYTIME" SIGN PER MUTCD STD. R7-1 INSTALLED PER COR STD. Q / o I 7 DRIVEWAYS TO RE IN OPEN 10+71.26 SE 5TH PL Q W Q 21 PLAN 129.00 J z, �� i DURING CONSTRUC ON FOUND 112" REBAR WINO CAP, BENT 0.25' NE Q ROAD k- 1463400021 LOCATED AT BASE OF BEND GND LVL, 0.8N. (11110116) 1463400062 22 TYPICAL PRIVATE ROOF DRAIN COLLECTION SYSTEM PER COR STD. PLAN 225.10 FFE=386.7' �Q ti ACT 14 13 12 11 10 g 23 REPLACE DOUBLE YELLOW TYPE "I" CENTERLINE MARKERS PER COR STD. PLAN O H001 BARN 24 16" THERMOPLASTIC STOP BAR 25 BEVELED END PIPE PER COR STD. PLAN 221.00 KEYMAP 26 PIPE OUTLET PROTECTION PER DET. ON SHT. C3.102 27 2" GRIND AND OVERLAY '- 28 BIKE LANE SYMBOL PER COR STD. PLAN H009.2 J N N rn 29 SCUPPER PER DET. ON SHT. C3.103 I� + Q �ci C'7 o COORDINATE W/PROPERTY OWNER PRIOR TO CONSTRUCTION.400 r 400 @RESTORE DRIVEWAY TO EXIST. CONDITIONS O cnW �, �' 31 REMOVE EXIST. CROSSWALK OO Q Q 32 THERMOPPLASTIC CROSSWALK PER COR STD. PLAN 127 T 33 DEBRIS BARRIER PER COR STD. PLAN 223 cc 395 _ 395 O - - - EXIST GRADE NOTES: 394.1 _ - AT ROADWAY 1. ALL DRAIN PIPES (SD) SHALL BE 12" LCPE UNLESS NOTED OTHERWISE ON IE=39� - _ - ; c+vii PLANS OR PROJECT DETAILS. o > 2. CONNECTION TO THE DOWNSTREAM DRAINAGE SYSTEM SHALL BE VIA 390FSD _ LJJ _49 - ? u �, 390 PERFORATED PIPE CONNECTION. - FINISHED GRADE ¢ 3. ALL CATCH BASIN LOCATIONS REFERENCED TO CENTER OF STRUCTURE. GRATE 11.33 18 SD AT ROADWAY °p PLACEMENT SHALL BE PER STRUCTURE PLACEMENT DETAIL ON SHEET C3.103. If 4. ALL CATCH BASIN STRUCTURES SHALL BE PROVIDED W/RECTANGULAR METAL S_ o M FRAME AND VANED GRATE PER COR STD. PLANS 204.00 AND 204.20 UNLESS 820, TYPE 1 4 > NOTED OTHERWISE. 385 IM=�395.48395.36 �z J 385 5. PAVEMENT RESTORATION PER CITY OF RENTON STANDARDS WILL BE (18 S)=392-66391.88 cn L�, L, APPLICABLE. (18"NE)=392.66391.74 - - _ _ _ _ 6. STREET NAME SIGNS PER CITY OF RENTON STANDARDS MUST BE PROVIDED AT ALL PUBLIC STREET INTERSECTIONS. - _ 7. CONTRACTOR SHALL NOTIFY ADJACENT PROPERTY OWNER PRIOR TO REMOVAL _ 43 _ EXISTING CONCRETE WALL. - f Su - ' - - - 8. REMOVAL AND RELOCATION OF EXISTING POWER POLE, TRANSFORMER, AND 380 _ _ -�4fF 18 SD 380 0 O 378.22 OTHER ELECTRICAL FACILITIES SHALL BE PERFORMED BY PUGET SOUND IE-35 ENERGY (PSE) PER SEPARATE RIGHT-OF-WAY PERMIT AND APPROVED PSE UTILITY CROSSING 0.53 S--O�6 - - PLANS. SEE SHT. C4.01 0.63 - 375 CB25, TYPE 2-48" 375 RIM=38-�46 387.42 4i S CII IE(18"S)=3�+9379.12 CB15, TYPE 1-L tip, 4� WA IE(18"N)=383.29382.97 RIM=382.2 382.50 �w IE(18"E)=3-19 379.18 IE(18"S)=3�87378.49 F`r 370 IE(18'N)=3�7378.46 370 7d CONSTRUCTION RECORD DRAWING 37610 w� THE AS -BUILT INFORMATION SHOWN is 'S ON THIS PLAN IS PER A FIELD SURVEY �SSIONALG PERFORMED AND DATA PROVIDED BY Alt AXIS SURVEY & MAPPING AND/OR EXIST. GRADE AT ROADWAY R-39611 \\' RECORD INFORMATION THE CONTRACTOR BY 365 FINISHED GRADE AT ROADWAY 365 IN COMPLIANCE WITH CITY OF RENTON STANDARDS 00 80+80 81 +20 81 +60 82+00 82+40 82+80 83+20 83+60 84+00 84+40 84+80 85+20 154 TH AVE SE J N Lu CONSTRUCTION PERMIT SUBMITTAL PCE 2/20/17 JBS SURVEYED: EVANS E VERTICAL: NAVD 1988 MEADOWVUE DATE.7/25/18 CONSULTANTS CONSTRUCTION RECORD DRAWINGS ACS 1 27 18 JBS HORIZONTAL: NAD 1983/1991 O TY O C 0 5 10 DESIGNED: 1 "=20' ROADWAY GRADING, DRAINAGE AND SANITARY SEWER IMPROVEMENTS FIELDBOOK: Site Planning • Civil Engineering , Q ® JAMiE scHROEDEF RENTON S DRAWN: PAGE: Land Use Consulting • Project Management VERT. IN FEET PETER EVANS • DRAWING No: 0 11431 WILLOWS RD. NE, SUITE 120 O ONE INCH DATU M REDMOND,WA98052 0 20 40 CHECKED: AT FULL SCALE Planning/Building/Publict. FRONTAGE PLAN AND PROFILE -154TH AVENUE SE C3.04 MJH Works Dept. Phone: (425) 285-2390 1 FAX: (425) 285-2389 Know what's below. F NOT ONE INCH www.cphconsultants.com HORIZ. IN FEET N0. REVISION BY DATE APPR APPROVED: SCALE ACCORDINGLY HELr OF: Co ri ht © 2018 CPH Consultants LLC. All Rights Reserved. Call before you dig. XXX s16 43 LLI 5 SEC 14 TWP 23 N RSE W M CONSTRUCTION NOTES r (.fl co %) 7418000160 2 STA 39+98.45, 9.58' LT STA 40+08.14, 5.16' RT 2 0 STA 38+20.37, 19.00' RT 1423059046 I 9425200010 9425200012 w BEGIN 27 2 STA 39+91.96, 9.72 LT STA .- . , z85, 19.00' RT 1O REMOVE EXIST. CONC. WALL TO APPROX. LIMITS OF GRADING. SEE NOTE 7 Q SAWCUT REMOVE, AND REPLACE EXIST. HMA PAVEMENT, MIN. PAVEMENT SECTION TO MA TCH EXI ST. OLUMINAIRE PER ILLUMINATION PLAN Cfl 4O APPROX. LIMIT OF GRADING Q0 STA E 27 �� 5O TYPE B PERPENDICULAR CURB RAMP PER WSDOT STD. DET. F-40.15-03 CV ~ BEGIN8+2 .29, 3.43' RT 6 23 23 STA 39+85.65, 2.62' RT Q 6O REPLACE 4 WHITE EDGE OF ROAD LINE PER COR STD. PLAN H008 C) CULVERT 41+62.10,-15.42' r STA1+30.31, 6.86' RT 6 STA 39+64.30, 13.95' RT 25 d 07 ROADWAY SURVEY MONUMENT WITH CASE PER COR STD. PLAN NO. H031 , 2 END CB, T-1 (7033) CULV 12" ONC J m \ W1 GRATE STA ' LT O CEMENT CONC. SIDEWALK PER COR STD. PLAN 102. WIDTH PER PLAN V Q STA 38+33.43, 8 9 1E = 407.42' IE(12 W)=3�$8- 21.00 RT W/ GRATE RIM 407 52 _399.92 9 TYP. CEMENT CONC. TRAFFIC CURB AND GUTTER PER COR STD. PLAN 101 J BE IN RIM 409.14 = 12" CONC IE 404.95 (E) O 12" CONC IE 407.12 (E) 12" CONC IE 404.95 (N) CULV 12'CONC CB, T-1 (7024) 12" ADS IE 407.02 (N) LO 12" CONC IE 404.88 (S) IE = 400.31' d� 10 6ENGTH AND UPSTREA" PVC ROOF DRAIN OLINVERT PIPE PER PER COR STD. PLAN 225.00, APPROX. LLI R 414.54 /1 12" CONC iE 40 . ( ) CULV 12'DI f-1 LAJ4 CB, T-1 7040 CULV 12'CONC cfl IE = 399.3T 12" ADS IE 414.54 (N) TBM B' (/� W/ GATE IE = 400.95' C3.101j 11 STOP SIGN PER MUTCD R1-1 12" ADS IE 411.92 (S) EL 412.24 RIM 4 6.89 CULV 12'ADS 26 � za n z QQ I m 12" ADDS IE 404.49 (S) IE = 401.74' c CEMENT CONCRETE DRIVEWAY TYPE 3 PER COR STD. PLAN 104.2 AND 104.3. STA 38�-�--r;Z�� RT .5' 10' 12" CONC IE 402.50 (N) � - - - - _ - - - - - - 0 STRIPE 38+36 43, 21.88 5 n 7 INT 40+00.00 156THAVE SE I aS � 0S S (IS 12 REFER TO DRIVEWAY TABLE THIS SHEET FOR LOCATIONS AND WIDTH 17+25.54 ROAD A 31 SS{{�� m � N00 8 � � - 6 7LF 1 CD-- I 6.5' MIN. 13 MAILBOX INSTALLATION NEIGHBORHOOD DELIVERY AND COLLECTION BOX UNIT PER M M M M M \M SINGLE W 1 M� M O COR STD. PLAN H026 Q 2» GRIND AND OVERLAP' 2 (TYPI - \ 16 8:99'CA C N0b 28'50"E 16 8.77'R5 Q ' 2 51 MAW S�L.I g+oo _, ®0 �32 5 L (41+00 25' 14 GROUND MOUNTED STREET NAME SIGN PER COR STD. PLAN 134 o �i \ � � lij 3.25' O D L DBL Y LLOW BUTTONS F 12 SD 15 ABANDON EXIST. WATER SERVICE IN ACCORDANCE W CITY STANDARDS � ROW q S= e�-i I � , O 9 (TYP.) 0.61 ' / N� 1 +61.28, 22.00 RT 8 9 16 RELOCATE EXIST. POWER POLE BY PSE, SEE NOTE 8 OO Sb' o 0 o N °' c 17 RELOCATE EXIST. ELECT. TRANSFORMER BY PSE SEE NOTE 8 r O O SV� SVO S'dC r- , T � � 18 18 18 18 1 SMUTCD TYPE 3 BARRICADE PER COR STD. PLAN H018 AND H018.1 doo - 28 \ � rn \ BP BP � / 18 0 � ° � �l8 18 _ �8 18 8 � 1 ; : 18 � O - - - - 19 RECTANGULAR BI-DIRECTIONAL VANED GRATE PER COR STD. PLAN 204.30 I� 20 I o V ° � ° ° � l ° � ° ° � � / � � ° 2 MAIL XES 1 2 20 RELOCATE EXIST. STREET SIGNQRT � ` STA 4; 58.28, 2? 90' R T 3 4 5 6 7 8 I 5 , / TAP.) TYP.) 21 �_ j 41+58.43, 21.85 v� OPLAN O PARKING ANYTIME SIGN PER MUTCD STD. R7-1 INSTALLED PER COR STD. J 1463400057 �� / , , Q 129.00 CB60, TYPE 1 I ,22 TYPICAL PRIVATE ROOF DRAIN COLLECTION SYSTEM PER COR STD. PLAN 225.10 FOUND �18"REBAR STA , RT I► / o / C650, TYP SCUP 1463400062 STORM to ,,,, WINO CHAP, 0.9N. OF 89+44.90, 1.22 55LF 12" SD I l 29 STA TRACT 14 13 12 11 10 23 REPLACE DOUBLE YELLOW TYPE I CENTERLINE MARKERS PER COR STD. PLAN CORNER S= �i W ° I 9 411+52.88, 27.81 I O H001 11, 645 SF 6.55 I 10,754 SF l i „ i (11/08/16) FOUND- 578 REBAR-1 AND CAP, LS#2953 - ' 24 16 THERMOPLASTIC STOP BAR I a FENCE CORNER CB46, TYPE 1 SEE C3.02 CRONES 25 BEVELED END PIPE PER COR STD. PLAN 221.00 0.7 NORTH OF SEE C3.02 0.1 E. OF PROPERTY CORNER BOUNDARY LINE (11114116) KEYMAP 26 PIPE OUTLET PROTECTION PER DET. ON SHT. C3.102 27 2" GRIND AND OVERLAY 28 BIKE LANE SYMBOL PER COR STD. PLAN H009.2 29 SCUPPER PER DET. ON SHT. C3.103 I� CY) 420 �' 420 @RESTORE COORDINATE W/PROPERTY OWNER PRIOR TO CONSTRUCTION.N DRIVEWAY TO EXIST. CONDITIONS 0 Q 31 REMOVE EXIST. CROSSWALK O J 32 THERMOPPLASTIC CROSSWALK PER COR STD. PLAN 127 T EXIST. GRADE 415 - - _ - AT ROADWAY ^� cL`'n 415 33 DEBRIS BARRIER PER COR STD. PLAN 223 - _ -o co O - - - _ o v; NOTES: - - - _ + N 1. ALL DRAIN PIPES (SD) SHALL BE 12" LCPE UNLESS NOTED OTHERWISE ON - _ o + II PLANS OR PROJECT DETAILS. - - - - ^ W 2. CONNECTION TO THE DOWNSTREAM DRAINAGE SYSTEM SHALL BE VIA z Il ✓� PERFORATED PIPE CONNECTION. 410 410 55 - - _ FINISHED GRADE 3. ALL CATCH BASIN LOCATIONS REFERENCED TO CENTER OF STRUCTURE. GRATE UTILITY CROSSING PLACEMENT SHALL BE PER STRUCTURE PLACEMENT DETAIL ON SHEET C3.103. AT ROADWAY 41+55.25 4. ALL CATCH BASIN STRUCTURES SHALL BE PROVIDED W/RECTANGULAR METAL Sp - 12" SD IE=400.06 FRAME AND VANED GRATE PER COR STD. PLANS 204.00 AND 204.20 UNLESS __ S,,c 12�. GAS TOP=398.98 NOTED OTHERWISE. 405 65� - _ - 405 5. PAVEMENT RESTORATION PER CITY OF RENTON STANDARDS WILL BE CB60 TYPE 1 APPLICABLE. S O - - T�T12" SD 6. STREET NAME SIGNS PER CITY OF RENTON STANDARDS MUST BE PROVIDED 2.46 - - - - - - S=^ AT ALL PUBLIC STREET INTERSECTIONS. 00.61 7. CONTRACTOR SHALL NOTIFY ADJACENT PROPERTY OWNER PRIOR TO REMOVAL ' EXISTING CONCRETE WALL. RIM=468.3840&49 IE= zn� 399.92- - 8. REMOVAL AND RELOCATION OF EXISTING POWER POLE TRANSFORMER AND 400 IE(12'�VE)-465 18405.24 400 OTHER ELECTRICAL FACILITIES SHALL BE PERFORMED BY PUGET SOUND IE(12"SW)=461Fr405.19 ENERGY (PSE) PER SEPARATE RIGHT-OF-WAY PERMIT AND APPROVED PSE C845,; TYPE 1 PLANS. RIM=46�B-3407.94 UTILITY CROSSING IE(12"NE)=464.2 404.24 41 +60. 72 IE(12"W)=46�g404.20 12" SD IE=399.93 395 8" WA TOP=398.81 395 4i S C� O� WASH j CB50 TYPE 1, W/ SCUPPER F`t RIM=7401.89 390 1E(12 E)=466H-1-400.19 390 » CONSTRUCTION RECORD DRAWING P 37610 w THE AS -BUILT INFORMATION SHOWN j S Teti 1' ON THIS PLAN IS PER A FIELD SURVEY �SSIONALG PERFORMED AND DATA PROVIDED BY Z�Alt AXIS SURVEY & MAPPING AND/OR EXIST. GRADE AT ROADWAY R-39611 RECORD INFORMATION PROVIDED BY 385 FINISHED GRADE AT ROADWAY 385 IN COMPLIANCE WITH CITY OF RENTON STANDARDS co v � N Ln O o r L7 O N o� I\ f r o � o� o N tj Ln C10«j Lr) �: �I !I �- �,) N N N ._ .: _O p O O� pp co tcj d d �f N N O O O O 0 O O O O 0 O C) O 0 O O 38+40 38+80 39+20 39+60 40+00 40+40 40+80 41+20 41+60 42+00 156TH AVE SE J N Lu CONSTRUCTION PERMIT SUBMITTAL PCE 2/20/17 JBS SURVEYEMiTCH EVANS E VERTICAL: NAVD 1983 MEADOWVUE DATE.7/25/18 CONSULTANTS CONSTRUCTION RECORD DRAWINGS ACS 1 27 18 JBS HORIZONTAL: NAD 1983/1991 TY O C 0 5 10 DESIGNED: 1 "=20' ROADWAY GRADING, DRAINAGE AND SANITARY SEWER IMPROVEMENTS FIELDBOOK: Site Planning • Civil Engineering , Q ® JAMBE scHROEDEF RENTON S DRAWN: PAGE: Land Use Consulting • Project Management VERT. IN FEET PETER EVANS DRAWING No: O 11431 WILLOWS RD. NE, SUITE 120 O ONE INCH DATUM REDMOND, WA 98052 = 20 40 CHECKEDMJH AT FULL SCALE Planning/Building/Public Works Dept. FRONTAGE PLAN AND PROFILE -156TH AVENUE SE C3.03 0 Phone: (425) 285-2390 1 FAX: (425) 285-2389 Know what's be I ow. IF NOT ONE INCH www.cphconsultants.com HORIZ. IN FEET NO. REVISION BY DATE APPR APPROVED: SCALE ACCORDINGLY SHEET OF: Co ri ht ©2018 CPH Consultants LLC. All Ri hts Reserved. Call before you dig. XXX 15 43 LLI 75 UTILITY CROSSING DATA 1 ❑SD IE=400.06 GAS TOP=398.98 ❑SD 2 IE=399.93 WA TOP= 398.81 SEC. 14, TWP 23 N, R5F W.M. (.0 SEE C3.03 CY) 8 CB60, TYPE 1 I I 5 6 7 11,645 SF STA LT I \ of O 9, 901 SF 9, 898 SF \ 9,905 SF BPE=408.6 39+44.90, 21.22 I BPE= 401.65 BPE= 404.7 BPE= 406.9 5 STA ' L T I i r 0 \ + . w INSTALL SIGN TO CB46, TYPE 1 ' f LUMINAIRE POLE INSTALL SIGN TO \ STA 16+68.11,16'68.46' 12.07, LTT 396.2 LUMINAIRE POLE �' STA , LT ° I IE(6')=398.6 C3.101 \ 5 + , - • i I \ 408 CB41, TYPE 1 (6'�=� \ - H IE 6" _� 193LF 10 VINSTALL SIGN TO I �[ STA L 398.8 ( ) RDA-�R20_9 R3. p 2 16' RD- RD RDf \ 400.8 UMNAIRE POLE M.IR RD R 1 \D RD RD RD RD RD RD RD CONSTRUCTION NOTES OREMOVE EXIST. CONIC. WALL TO APPROX. LIMITS OF GRADING. SEE NOTE 7 D SAWCUT REMOVE, AND REPLACE EXIST. HMA PAVEMENT, MIN. PAVEMENT SECTIO TO MATCH EXIST. OLUMINAIRE PER ILLUMINATION PLAN (C) O APPROX. LIMIT OF GRADING O O TYPE B PERPENDICULAR CURB RAMP PER WSDOT STD. DETT, F-40.15-03 N O @REPLACE 4" WHITE EDGE OF ROAD LINE PER COR STD. PLAN H008 O OROADWAY SURVEY MONUMENT WITH CASE PER COR STD. PLAN NO. H031 V 0O CEMENT CONC. SIDEWALK PER COR STD. PLAN 102. WIDTH PER PLAN TYP. CEMENT CONC. TRAFFIC CURB AND GUTTER PER COR STD. PLAN 101 LAND UPSTREAMINVERT ELEV. PER PLAN 6EPVC ROOF DRAIN NGTH COLLECTION STD. PLAN 225.00, APPROX. i DRIVEWAY TABLE LOT STATION, OFFSET WIDTH 5 STA 14+31.31, 13.00' LT 16' 6 STA 15+03.08, 13.00' LT 16' 7 STA 15+71.01, 13.00' LT 16' 8 STA 16+27.11, 13.00' LT 16' 9 STA 16+30.67, 13.00' RT 16' 10 STA 15+78.57, 13.00' RT 16' 11 STA 15+05.97, 13.00' RT 16' 12 STA 14+38.54, 13.00' RT 16' CURB RETURN TABLE NO. RADIUS L A FOC LOCATION FL ELEV. O 35.0' 55.73' 91 *1334" PC= STA 39+50.77, 22.00' RT 411.41 A/4= STA 39+66.75, 26.01' RT 410.71 6/2= STA 16+92.52, 23.52' LT 409.85 3A/4= STA 16+81.07, 15.74' LT 409.21 PT= STA 16+67.50, 13.00' LT 408.38 04 35.0' 54.23' 88 4634" PC= STA 40+42.79, 22.00' RT 406.90 A/4= STA 40+33.57, 24.59' RT 407.72 6/2= STA 40+18.31, 31.99' RT 408.31 3A/4= STA 16+82.69, 11.59' RT 408.60 PT= STA 16+69.47, 9.00' RT 408.52 11 STOP SIGN PER MUTCD R1-1 12 CEMENT CONCRETE DRIVEWAY TYPE 3 PER COR STD. PLAN 104.2 AND 104.3. REFER TO DRIVEWAY TABLE THIS SHEET FOR LOCATIONS AND WIDTH MAILBOX INSTALLATION NEIGHBORHOOD DELIVERY AND COLLECTION BOX UNIT PER 13 COR STD. PLAN H026 14 GROUND MOUNTED STREET NAME SIGN PER COR STD. PLAN 134 15 ABANDON EXIST. WATER SERVICE IN ACCORDANCE W/ CITY STANDARDS O 16 RELOCATE EXIST. POWER POLE BY PSE, SEE NOTE 8 O 17 RELOCATE EXIST. ELECT. TRANSFORMER BY PSE, SEE NOTE 8 O Q I I (TYP.) oWIN - , _ _ d I -� �� 18 MUTCD TYPE 3 BARRICADE PER COR STD. PLAN H018 AND H018.1 O I ^ a T PE 1I - - 19 RECTANGULAR BI-DIRECTIONAL VANED GRATE PER COR STD. PLAN 204.30 T CB40, TYPE 1 C 45, STA 20 RELOCATE EXIST. STREET SIGN STA ' RT 16+ 1.70 ' 11.97' i a I W 1 2 3 4 5 6 7 8 14+21.26, 11.94 - ,i LU `� O PARKING ANYTIME" SIGN PER MUTCD STD. R7-1 INSTALLED PER COR STD. J 5 STA RT ° W _ @PLANTYP. 17 I / � 129.00 16+64.98, 8.86 ( ) i Q Q x ° �� 22 TYPICAL PRIVATE ROOF DRAIN COLLECTION SYSTEM PER COR STD. PLAN 225.10 171111 ��' \ _ STORM Tti � STA ,�.� RT � s r, „» �0 5 40+45.51, 21.88 TRACT 14 13 10 9 REPLACE DOUBLE YELLOW TYPE I CENTERLINE MARKERS PER COR STD. PLAN � 9425200010 L 23 H001 9,639 SF �12 98 11 10 g i o� 16" THERMOPLASTIC STOP BAR _ 9, 636 SF 9, 632 SF 24 10, 754 SF I �6 j U, BPE=401.5 ' - BPE=404.75 BPE=407.2 BPE=407.2 ��d 25 BEVELED END PIPE PER COR STD. PLAN 221.00 SEE C3.03 KEYMAP 26 PIPE OUTLET PROTECTION PER DET. ON SHT. C3.102 27 2" GRIND AND OVERLAY PVI STA: 15+58.08 PVI EL: 406.47 J 28 BIKE LANE SYMBOL PER COR STD. PLAN H009.2 m K. 80.69 0 29 SCUPPER PER DETT, ON SHT. C3.103 415 200.00' VC o w 415 30 COORDINATE W/PROPERTY OWNER PRIOR TO CONSTRUCTION. 00 cn O RESTORE DRIVEWAY TO EXIST. CONDITIONS O 06 ca EXIST. GRADE N o 0 31 REMOVE EXIST. CROSSWALK �+ o c.0 o AT ROADWAY ^ + o32 THERMOSPLASTIC CROSSWALK PER COR STD. PLAN 127 r 410 410 33 DEBRIS BARRIER PER COR STD. PLAN 223 mm _ -2-QO1., FINISHED GRADE _ _ - - - - - _ NOTES: AT ROADWAY - _ _ _ - - - - 1. ALL DRAIN PIPES (SD) SHALL BE 12" LCPE UNLESS NOTED OTHERWISE ON 0-UTILITY CROSSING I PLANS OR PROJECT DETAILS. 2. CONNECTION TO THE DOWNSTREAM DRAINAGE SYSTEM SHALL BE VIA 405 SEE SHT. C4.02 405 PERFORATED PIPE CONNECTION. V 3. ALL CATCH BASIN LOCATIONS REFERENCED TO CENTER OF STRUCTURE. GRATE PLACEMENT SHALL BE PER STRUCTURE PLACEMENT DETAIL ON SHEET C3.103. LLJ UTILITY CROSSING - 4. ALL CATCH BASIN STRUCTURES SHALL BE PROVIDED W/RECTANGULAR METAL SEE SHT. C4.02- _ 22 12" SD _ - FRAME AND VANED GRATE PER COR STD. PLANS 204.00 AND 204.20 UNLESS NOTED OTHERWISE. 400 _ - - - - 400 5. PAVEMENT RESTORATION PER CITY OF RENTON STANDARDS WILL BE S= APPLICABLE. 0 _ CIM- TYPE 1 0 6. STREET NAME SIGNS PER CITY OF RENTON STANDARDS MUST BE PROVIDED d' 90 12" 50 _ - - _ 407.94RIM _ AT ALL PUBLIC STREET INTERSECTIONS. ^� .201E(12"W)=494-�5 7. CONTRACTOR SHALL NOTIFY ADJACENT PROPERTY OWNER PRIOR TO REMOVAL � 395 Q p 395 EXISTING CONCRETE WALL. 410 8. REMOVAL AND RELOCATION OF EXISTING POWER POLE, TRANSFORMER, AND OTHER ELECTRICAL FACILITIES SHALL BE PERFORMED BY PUGET SOUND � O �3 CB40, TYPE 1 0 655 • LLB m RIM=466.64 400.10 ENERGY (PSE) PER SEPARATE RIGHT-OF-WAY PERMIT AND APPROVED PSE IE(12"N)= 6396.46 PLANS. J � IE(12"E)=396.66 396.47 p 2.64 390 = IE(12"W)= S=� 12„ Sp 390 V 400 0 55 405 S C� 1� p p 4 „ �F12' SD CB60, TYPE 1 � o� WAs� �- ztF12 SD 36 RIM=�411.62 `�' I CB46, TYPE 1 IE(12"SW)=495-34.408.84 h 0 RIM= 408.49 385 S-0 IE(12NE) = f95.18405.24 385 CONSTRUCTION RECORD DRAWING 395 " 400 37610 O w� THE AS -BUILT INFORMATION SHOWN IE(12 SW)=465.1-8 405.19 F w ON THIS PLAN IS CB41, TYPE 1 Fss oNAt �PERFORMED AND PDATA PROVIDEDBY RIM=4400.12 + AXIS SURVEY & MAPPING AND/OR IE(12"S)=396.79396.67 EXIST. GRADE AT ROADWAY R-39611 l r RECORD INHORMA ON PROVIDED BY 380 IE(6"N)=3J�9397.89 FINISHED GRADE AT ROADWAY 380 IN COMPLIANCE WITH CITY OF RENTON STANDARDS o� op CO O 00 �t N O � n oU') N N N O N `_ �t N N N � N O r N O O LO N O U-) �- (O O 0)O O O O N N N Nj �} CO lCj o 00 O 06 0-)06 ej C6 Oj 6j dj O O O,O O O O O O O ci) O O O O O,O O 0 O O O,0 O O O;O O O O O O O Oi 14+00 14+40 14+80 15+20 15+60 16+00 16+40 16+80 17+20 SE 5TH PLACE J 0- Lu N CONSTRUCTION PERMIT SUBMITTAL PCE 2/20/17 JBS SURVEYED: SCALE 1983 DATE: MITCH EVANS HORIZONTAL:ALNADD1983/1991 /� T\/ O � ' MEADOWVUE 7/25/18 CONSULTANTS 1 ROOF DRAIN, AND BPE REV. PCE 5/18/18 JBS DESIGNED: 1 "=20' • T ROADWAY GRADING DRAINAGE AND SANITARY SEWER IMPROVEMENTS FIELDBDGK: > Site Planning - Civil Engineering , Q ® 0 5 10 2 CONSTRUCTION RECORD DRAWINGS ACS 1 1 /27/1 DRAWN: JBS JAMIE SCHROEDER RENTON PAGE: Land Use Consulting - Project Management VERT. IN FEET PETER EVANS DRAWING NO O 11431 EILLOWS RD. NE, DMOND,WA98052E120 ° 0 20 40 CHECKED: 1 FILL SCALE DATUM orP Planning/Building/Public wks De t. ROADWAY GRADING AND DRAINAGE PLAN AND PROFILE C3.02 0 Phone: (425) 285-2390 1 FAX: (425) 285-2389 Know what's below. MJH C NOT ONE INCH Q www.cphconsultants.com Call before OU dig. HORIZ. IN FEET IN 0. REVISION I Y DATE APPR APPROVEXXX SCALE ACCORDINGLY LE 14 OF: 43 LLI Co ri ht © 2018 CPH Consultants, LLC. All Rights Reserved. 75 SEC. 14, TWP 23 N, R5E W.M. T O O co O _ SEE C3.04 \ �� C832, TYPE 1 (WISCUPPER) 29 v \ W ' t,/) STA ��-99:a�2' LT 2 3\ 4 1 �oC cn LLI `�� 82+04. 79, 17. 01 ' 1 9,916 SF 9,912 SF 9,909 SF � ' \ 11,810 SF BPE=391.3 ` BPE=395.1 BPE=397.9 Q ° 11 + 13 3,-12.87, BPE= 389.5 (TYP.) 4 I = ° I STA ' LT �; - 383.9 5 I E(6')� C3.10 J \� i Cn H CB31 TYPE 1 19 IE(6')=388-'3 10 212LF ,3g6 IE(6')=339:2.f \ IE 6") =39 9 - r I STA . L 92 385.3 388.8 \ ( 392 5 CONSTRUCTION NOTES 1O REMOVE EXIST. CONIC. WALL TO APPROX. LIMITS OF GRADING. SEE NOTE 7 OSAWCUT REMOVE, AND REPLACE EXIST. HMA PAVEMENT, MIN. PAVEMENT SECTIO TO MATCH EXIST. OLUMINAIRE PER ILLUMINATION PLAN (C) D APPROX. LIMIT OF GRADING O 5( TYPE B PERPENDICULAR CURB RAMP PER WSDOT STD. DET- F-40.15-03 IN O 6O REPLACE 4" WHITE EDGE OF ROAD LINE PER COR STD. PLAN H008 0 rl- OROADWAY SURVEY MONUMENT WITH CASE PER COR STD. PLAN NO. H031 0 CEMENT CONC. SIDEWALK PER COR STD. PLAN 102. WIDTH PER PLAN V OTYP. CEMENT CONC. TRAFFIC CURB AND GUTTER PER COR STD. PLAN 101 82+09.58, -1 .91 . 111+20.77, 11.95 - - \ 6" PVC ROOF DRAIN COLLECTION PIPE PER COR STD. PLAN 225.00 APPROX. W &LLL�� ' i' � \ � RD3� RD RD RD RD \ \ 10 LENGTH AND UPSTREAM INVERT ELEV. PER PLAN RD RD RD RD RD RD A V I ° 0 11 \ 4- RD RD D RD p ROW ° A 5'v. A b Q a° ° 86 I I -7 ° 12(\ °� ° BLU ROW V / A ° a a a a- 01,aa s a a Lf) CIS x Q I \ a I W o ---X - _vX �X X W+ w w ' ( ) SESTHP v� o 0 „ ti 0 _ W,2+0SE 5TH W o 14 i S SS _ v 13+00 v \ 13 v - ` _ a d■ IN 10+71.26 R AD A SS u' SS v SS SS SSv v I - 7= 82+49.76 1 AVE SE! v 2 `� "� v SSSv CURB RETURN TABLE NO. RADIUS L d FOC LOCATION E ELEV. 01 25.0' 38. 7' 88 4824" PC= STA 82+12.55, 13.00' LT 390.41 d/4= STA 82+21.99, 14.85' LT 389.84 612= STA 82+30.04, 20.14' LT 389.31 3d/4= STA 10+99.03, 14.85' LT 388.78 PT= STA 11+08.47, 13.00' LT 388.25 02 25.0' 39.8' 91 *11'36" PC= STA 82+84.56, 13.00' LT 387.44 d/4= STA 82+74.88, 14.95' LT 387.81 612= STA 82+66.70, 20.51' LT 388.10 3d/4= STA 11 +00.28, 10.95' RT 388.27 PT= STA 11+09.97, 9.00' RT 388.28 11 STOP SIGN PER MUTCD R1-1 12 CEMENT CONCRETE DRIVEWAY TYPE 3 PER COR STD. PLAN 104.2 AND 104.3. REFER TO DRIVEWAY TABLE THIS SHEET FOR LOCATIONS AND WIDTH MAILBOX INSTALLATION NEIGHBORHOOD DELIVERY AND COLLECTION BOX UNIT PER 13 COR STD. PLAN H026 14 GROUND MOUNTED STREET NAME SIGN PER COR STD. PLAN 134 15 ABANDON EXIST. WATER SERVICE IN ACCORDANCE W/ CITY STANDARDS O 16 RELOCATE EXIST. POWER POLE BY PSE, SEE NOTE 8 O T X % CB30 RELOCATE EXIST. ELECT. TRANSFORMER BY PSE, SEE NOTE 8 TYP�1 19 _. \ - w, Q 17 00 l I STA , ' RT in \ ° ° 18 MUTCD TYPE 3 BARRICADE PER COR STD. PLAN H018 AND H018.1 O CB25, TYPE - ` m P ° s° ° s ° m Z 19 RECTANGULAR BI-DIRECTIONAL VANED GRATE PER COR STD. PLAN 204.30 STA ' LT ROW 11+13.12� 8.93' " ° 82+83.81,' 11.21 i / STA , T CB35, TYPE�2-48 ° s ° ° °� 20 RELOCATE EXIST. STREET SIGN l 5 TA ,' RT I 5' �o ROW = F9 5 6 7 8 W Q 8 I I \ C ; OPLAN O PARKING ANYTIME SIGN PER MUTCD STD. R7-1 INSTALLED PER COR STD.' I 129.00 I Q 82+88.01, 12.88 II - - - -x-x-x x-x-x- - - Q 5 STA { I-x-x-x�-x x-x-x-x39 \\ v v v v Q- x ° \ 3 \ \ \ C 22 TYPICAL PRIVATE ROOF DRAIN COLLECTION SYSTEM PER COR STD. PLAN 225.10 22"Ci \ \ \ 13 »» I 12 11 10 9 REPLACE DOUBLE YELLOW TYPE I CENTERLINE MARKERS PER COR STD. PLAN TRACT 386 \ 23 H001 20 C 38 \`� 14 \ 13 24 16" THERMOPLASTIC STOP BAR 1 II \ 645 SF 9,642 SF 25 BEVELED END PIPE PER COR STD. PLAN 221.00 386 J BPE=394.5 BPE=398.25 1�(EYMAP 26 O PIPE OUTLET PROTECTION PER DET. ON SHT. C3.102 - 1 SEE C3.04 SEE C3.20 - 27 2" GRIND AND OVERLAY 28 BIKE LANE SYMBOL PER COR STD. PLAN H009.2 LOW PT STA: 11 +20.87 LOW PT EL: 388.43 29 SCUPPER PER DET- ON SHT. C3.103 PVI STA: 11+40.02 C'7 400 PVI EL: 387.73 FINISHED GRADE 400 @RESTORE COORDINATE W/PROPERTY OWNER PRIOR TO CONSTRUCTION. AD: 6.48 AT ROADWAY - V DRIVEWAY TO EXIST. CONDITIONS 0 K: 15:43 EXIST. GRADE - 31 REMOVE EXIST. CROSSWALK 0 Q 100.00' VC AT ROADWAY - _ - LV o il� o - - V) 32 THERMOSPLASTIC CROSSWALK PER COR STD. PLAN 127 - T Q oo 4 395 Lu aoS• ^ 395 33 DEBRIS BARRIER PER COR STD. PLAN 223 rn - CO+Co +rn _ O O cy coo = o �_ -,)• NOTES: °p cii W cii W - - O d■ 1. ALL DRAIN PIPES (SD) SHALL BE 12" LCPE UNLESS NOTED OTHERWISE ON o PLANS OR PROJECT DETAILS. oo W M m W Lu0 - " Q 2. CONNECTION TO THE DOWNSTREAM DRAINAGE SYSTEM SHALL BE VIA 390 _ 1 390 PERFORATED PIPE CONNECTION. -2.007. 3. ALL CATCH BASIN LOCATIONS REFERENCED TO CENTER OF STRUCTURE. GRATE LLI PLACEMENT SHALL BE PER STRUCTURE PLACEMENT DETAIL ON SHEET C3.103. 4. ALL CATCH BASIN STRUCTURES SHALL BE PROVIDED W/RECTANGULAR METAL \ J� UTILITY CROSSING FRAME AND VANED GRATE PER COR STD. PLANS 204.00 AND 204.20 UNLESS SEE SHT. C4.01 O 0 0 _ NOTED OTHERWISE. 385 111 385 5. PAVEMENT RESTORATION PER CITY OF RENTON STANDARDS WILL BE >= 12" SD 0 0 APPLICABLE. I>, 0 0 Q 6. STREET NAME SIGNS PER CITY OF RENTON STANDARDS MUST BE PROVIDED AT ALL PUBLIC STREET INTERSECTIONS. u - O 7. CONTRACTOR SHALL NOTIFY ADJACENT PROPERTY OWNER PRIOR TO REMOVAL UTILITY CROSSING - m .44 EXISTING CONCRETE WALL. 380 SEE SHT. C4.01 c3 380 8• REMOVAL AND RELOCATION OF EXISTING POWER POLE, TRANSFORMER, AND 390 CB30, TYPE 1 OTHER ELECTRICAL FACILITIES SHALL BE PERFORMED BY PUGET SOUND 47 Q RIM=388-�5-388.22 ENERGY (PSE) PER SEPARATE RIGHT-OF-WAY PERMIT AND APPROVED PSE 1212"�' IE 12"E - -38�,� 384.52 C835, TYPE 2-48" PLANS. SO 21 IE(12 "N)= 384.55 384.57 RIM=39 f-Fri 391.62 jdbL 12" Sp IE 12'E =3e1.615 381.76 375 S IE(12"W)=3ef.e5 381.81 375 4i S CII 385 � 42�O °L _ S=__ IE(18"S)=3Sa-3-,�381.52 _ _ _ _ _ _ _ _ _ _ _ WA 2.33 O� Shrt CB32, TYPE 1 RIM=�396-41- 390.39 �� 7d TCB3.1, 1MTYPE 1THE AS -BUILT INFORMATION SHOWN 370 IE(12SE)=3869387.08370 CONSTRUCTION RECORD DRAWING RIM=3e8-N-388.27 �A 37610 �J w 380 IE(12"S)=�-+1 385.06 F �'c j S Teti 1' ON THIS PLAN IS PER A FIELD SURVEY IE(6"N)=385-61-385.20 SIGNAL PERFORMED AND DATA PROVIDED BY IE(12"NWEXIST. GRADE AT ROADWAY )=-385.13 �• AXIS SURVEY & MAPPING AND/OR � l�•� RECORD INFORMATION PROVIDED BY FINISHED GRADE AT ROADWAY R-39611 THE CONTRACTOR IN COMPLIANCE WITH CITY OF RENTON STANDARDS o� r 0 Co o N N 7 �1 Ln � Od od 14- 00 n n n 10+80 11 +20 11 +60 12+00 12+40 12+80 13+20 13+60 14+00 J W CONSTRUCTION PERMIT SUBMITTAL_ PCE 2/20/17 JBS SURVEYED: MITCH EVANs , E VERTICAL: NAVD ,988 MEADOWVUE DATE.7/25/18 CONSULTANTS 1 ROOF DRAIN, BPE, AND CB CALLOUT REV. PCE 5 18 18 JBS HORIZONTAL NAD 1983/1991 C T Y O C DESIGNED: 1"=20' • ROADWAY GRADING, DRAINAGE AND SANITARY SEWER IMPROVEMENTS FIELDBOOK: Site Planning • Civil Engineering , Q ® 0 5 10 2 CONSTRUCTION RECORD DRAWINGS ACS 1/27/18 JBS JAMIE SCHROEDER R TO PAGE: DRAWN: �1 \� O Land Use Consulting •Project Management PETER EVANS DRAWING No: O VERT. IN FEET oNE wCH 11431WILLOWSRD.NE,SUITE120 DATUM Plannin Buildin Public Works De t. ROADWAY GRADING AND DRAINAGE PLAN AND PROFILE C3.01 REDMOND,WA98052 0 2O 4O CHECKED: JH AT FULL SCALE �/ �/ P Phone: (425) 285-2390 l FAX: (425) 285-2389 Know what s be l ow. IF NOT ONE INCH www.cphconsultants.com N0. REVISION BY DATE APPR APPROVED: SCALE ACCORDINGLY SHEET OF: Co ri ht©2018CPHConsultants LLC. AllRi htsReserved. Call before you dig. HORIZ. IN FEET XXX 13 43 CW G DRIVEWAY TABLE LOT STATION, OFFSET WIDTH 1 STA 11+59.91, 12.99' LT 16' 2 STA 12+21.04, 13.00' LT 16' 3 STA 12+93.01, 13.01' LT 16' 4 STA 13+60.46, 13.00' LT 16' 13 STA 13+66.94, 13.00' RT 16' 14 STA 12+97.53, 13.00' RT 16' T M w I- Q n LU O 0 a w 5 w a z � �96 1 1k1 SEC. 14, TWP 23 N, R5E W.M. LEGEND PAD= FINAL LOT GRADE AFTER TOPSOIL PLACEMENT FF= FINISHED FLOOR ELEV. I � .0 LOT NUMBER I TOP 39 0 �) I - TOP 398.2 TOP 399.0 ~ TOE 394.0 <3 3) TOP 408.9 3 m TOE 395.2 TOE 396.0 TOE 405.9 ) /--------- DAYLIGHT LINE I Q TOP95.0 3) �(3 TOP 397.0 STD. KEYSTONE BLOCK (� TOP 413.8 o I TOE 392.0 TOE 394.0 PROTECT TOP 399.2 TOP 408.8 TOE 412.8 / 420 FINISHED GRADE CONTOUR \ TOE 396.2 3) WALL PER DET. THIS 3 TOP 407.8 3) I CC EXIST. TREE < TOE 405.8 / TOP .0 - SHEET TYP. TOE 404. TOP 412.7 c> A _ i3 - - - ( ) PROTECT EXIST. TREES (3 I D �,7 I� - RD - PRIVATE SD SYSTEM -TOE 392.0� - _ TOP 399.3 3) \ TOP 405.8 TOP 408.5 TOE 409. m )o TOE 396.3 3) 3) \ TOP 411.0 TOP 412.0 - - - - STORM DRAINAGE PIPE _- - TOE 402.8 TOE 405.5 (3 2.5) - - v TOE 408.0 I TOE 409.5 - ------------- --- \ TYPE 1 CATCH BASIN -- D4 ---- 40$----- -- -- o OP 393.0 3) p `�� IT �. �� n TOE 392.0 ,�o� Q ?\ q , �� 412 4 - TYPE 2 CATCH BASIN S TOP 399.2 TOP 405.E 7 \ (3 TOP 412.E r I KEYSTONE BLOCK WALL (SEE DET. BELOW) m _ TORS 6.0 TOP 397.0 ` (2 TOE 394.E (3 TOE 394.0 (3 TOE 396.2 TOP 402.5 TOE 402.E 3) (2 5 OE 400.0 TOP 407.1 TOP 408.4 TOE 409.6 CURB RAMP ID. SEE DETAILED GRADES ON TOP 397.0 (1 TOP 398.0 TOP 403.0 (3 To 404.1 (2'5 TOE 405.9 TOP 411.0 3) X „r- '7,, A „ TOE 39 7. 0 (3 T) � TOE 408.0 SHT. C3.102 CP H CONSULTANTS Site Planning • Civil Engineering Land Use Consulting • Project Management 11431 WILLOWS RD. NE, SUITE 120 REDMOND, WA 98052 Phone: (425) 285-2390 1 FAX: (425) 285-2389 www.cphconsultants.com NO TES: 1. GRADING AROUND RETAINED TREES SHALL MEET TREE PROTECTION REQUIREMENTS SHOWN ON SHEET C1.101. REt 1 .-- IKE1Prnmr= sTAeN LocK r CI rt1rm, OR EQUAIL I II II 1 I 12' MIN. COMPACTED STRUCTURAL BACK FILL ABOVE FAIN Col IAIN 4' (MAX) $ ° ff „ -' _ I I L1 GRANULAR STRUCTURE --,I FILL; DENSE NATIVE SC AIL F 12" MIN. COMPACTED 1�2" TO 1" 1'),NIIN) CLEAN CRUSHED ROCK NO FINES } I f B" 4' 011>1IETER PERFORATED PVC f DRAIN PIPE TAN TO APPROVED POINT OF DKWMRGE COMPETENT NATIVE SCALS OR STRUCTURAL FILL TO BE VERIFIED 6W CRUSHED ROCK LEVELING PAD By fiEOTECHNICAL ENGINEER �f 811 X 1 811 X 216 STANDARD KEYSTONE BLOCK WALL NOT TO SCh-E ►.��yre�►�yyri�yr� SEISMIC DESIGN CRITERIA: 0.2g (HORIZ. ACCEL.) STRUCTURAL DESIGN CRITERIA: 2015 IBC IBC DESIGNATION OF OCCUPANCY GROUP: R-3 SEE CALCULATIONS BY TERRA ASSOCIATES DATED JULY 24, 2018 0 - "ZONAL n. - \X- CONSTRUCTION RECORD DRAWING THE AS -BUILT INFORMATION SHOWN ON THIS PLAN IS PER A FIELD SURVEY PERFORMED AND DATA PROVIDED BY AXIS SURVEY & MAPPING AND/OR R-396112 RECORD ITH�RMATION CONTRACTORPROVIDED BY IN COMPLIANCE WITH CITY OF RENTON STANDARDS N 0 30 60 PLAN IN FEET CONSTRUCTION PERMIT SUBMITTAL_ PCE 2/20/17 JBS MEADOWVUE DATE.7/25/18 SURVEYED: `=,C.<_E MITCH EVANS VERTICAL: NAVD ,sea TY O 1 WALL AND LOT GRADING REVISION AMS 7 25 18 JBS HORIZONTAL: NAD 1983/1991 DESIGNED: 1 "=30' � ROADWAY GRADING, DRAINAGE AND SANITARY SEWER IMPROVEMENTS FIELDBOOK: Q ® 2 CONSTRUCTION RECORD DRAWINGS ACS 1/27/18 JBS JAMIE scHROEDEF � TO DRAWN: �l \� PAGE: 4PETER EVANS ONE INCH DRAWING NO: DATU M CHECKEDJH AT FULL SCALE Planning/Building/Public works Dept. OVERALL GRADING PLAN C3.00 Know what s below. N0. REVISION BY DATE APPR C NOT ONE INCH Call before you dip. APPROVED: SCALE ACCORDINGLY SHEET: OF 12 4� LEGEND Q J LU O 0 Q W 5 — SS 392\ I I I II SEC. 14, TWP 23 N, R5E W.M. FG— 1463400058 I 1463400057 10 DETENTI01 380 /\ I � I O o - ----------- _ _ -- 0 \ 382— I r i i / i j \ CULV 6'CMP IE = 381.41' I� �I CULV 8'PVC IE = 381.30' og CULV 6'CMP IE = 380.02' �� CULV 8'PVC IE = 379.89' I i ,II I / / t I / � I I CP I CONSULTANTS Site Planning - Civil Engineering Land Use Consulting • Project Management 11431 WILLOWS RD. NE, SUITE 120 REDMOND, WA 98052 Phone: (425) 285-2390 1 FAX: (425) 285-2389 www.cphconsuItants.com �O Know what's below. Call before you d 1463400062 RIM 400.23 1463400068 12" PVC IE 396.96 (E_ 12" PVC IE 395.20 (S) CB, T-1 (8331) RIM 399.75 8" PVC IE�7.84 (NE) 12" CONIC IE 397.55 (N) 12" PVC IE 397.20 (W) - 0 CONSTRUCTION PERMIT SUBMITTAL PCE 2/20/1 / JBS SURVEYED: MTCH EVANS SCALE 1`30' VERTIC1983 HORIZONTAL: D NAD 1983/1991 DATUM 1 CONSTRUCTION RECORD DRAWINGS ACS 27 18 JBS DESIGNED: JAMIE SCHROEDER DRAWN: PETER EVANS ONE INCH CHECKED: MJH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY N 0. REVISION BY I DATE I AP P R APPROVED: xxx ;S Z-B FINAL LOT GRADE AFTER TOPSOIL PLACEMENT APPROX. FINISH FLOOR ELEV. LOT NUMBER --------- DAYLIGHT LINE 420 FINISHED GRADE CONTOUR RD — PRIVATE SD SYSTEM SD — STORM DRAINAGE PIPE ICI, TYPE 1 CATCH BASIN ('o:y TYPE 2 CATCH BASIN NOTES: 1. GRADING AROUND RETAINED TREES SHALL MEET TREE PROTECTION REQUIREMENTS SHOWN ON SHEET C1.01. 2. ONSITE BMPS SHALL BE EVALUATED FOR EACH LOT AT THE TIME OF SINGLE FAMILY BUILDING PERMIT REVIEW FOR EACH HOME ON SITE BMPS SHALL BE EVALUATED IN ORDER OF PREFERENCE PER SECTION C.1.3.1 OF THE 2017 RSWDM. THE APPLICANT WILL BE REQUIRED TO EXPLAIN HOW THEY ARE MEETING THE REQUIREMENTS OF THIS SECTION IN THE WRITTEN ASSESSMENT. BMPS THAT ARE ABOVE REDUCED IMPERVIOUS SURFACE CREDIT IN FEASIBILITY, WILL BE REQUIRED TO BE IMPLEMENTED ON THE LOT IN ADDITION TO THE REDUCED IMPERVIOUS SURFACE CREDIT. 3. FURTHER RESTRICTION OF THE IMPERVIOUS FOOTPRINT MAY BE REQUIRED IF THE BMPS CANNOT BE FEASIBLY IMPLEMENTED TO THE MINIMUM AREA REQUIRED BY SECTION 1.2.9.2.1 OF THE 2017 RSWDM. LOTS UP TO 11,000 SQFT REQUIRE BMP IMPLEMENTATION TO AT LEAST 10% OF THE LOT AREA. LOTS 11,000 SQFT TO 22,000 SQFT REQUIRE BMP IMPLEMENTATION TO AT LEAST 20% OF THE LOT AREA. INDIVIDUAL LOT BMP TABLE LOT LOT AREA (SF) 50% IMPERVIOUS ALLOWED PER RMC 4-2-110A (SF) BMP TREATMENT AREA REQ'D. (SF) PROPOSED LOT IMPERVIOUS COVERAGE (SF) AREA MITIGATED BY RESTRICTED FOOTPRINT BMP (SF) 1 11,810 5905 2362 3170 830 2 9,916 4958 992 4010 0 3 9,912 4956 991 3530 470 4 9,909 4955 991 3665 335 5 9,905 4953 991 3985 15 6 9,901 4951 990 3595 405 7 9,898 4949 990 3575 425 8 11,645 5823 2329 3085 915 9 10,754 5377 1075 3160 840 10 9,632 4816 963 3575 425 11 9,636 4818 964 3580 420 12 9,639 4820 964 3500 500 13 9,642 4821 964 3660 340 14 9,645 4823 965 3980 20 BMP NOTES. 1. SINGLE-FAMILY RESIDENCES AND OTHER 1 IMPROVEMENTS CONSTRUCTED ON THE LOTS CREATED I BY THIS SUBDIVISION MUST IMPLEMENT FLOW CONTROL I BEST MANAGEMENT PRACTICE (BMP) FACILITIES IN I ACCORDANCE WITH RSWDM 1.2.9 TO MITIGATE FOR THE TREATMENT AREA SHOWN IN THE BMP TABLE. S CI'I 2. THOSE LOTS PROPOSING IMPERVIOUS COVERAGE LESS pF WASJZrr THAN THE ALLOWABLE MAXIMUM PER RMC 4-2-110A �� w I SHALL RECEIVE BMP CREDIT FOR RESTRICTED�� FOOTPRINT PER RSWDM C.2.9.2 FOR THE AMOUNT CIO SHOWN IN THE BMP TABLE. J. BMP MEASURES IN ADDITION TO THE RESTRICTED P 37610 O �v FOOTPRINT BMP SHALL BE IMPLEMENTED AS REQUIRED TO MITIGATE THE FULL TREATMENT AREA �ssIONAL� SHOWN IN THE BMP TABLE THE TYPE AND LOCATION OF THOSE ADDITIONAL BMPS SHALL BE PROVIDED AT THE TIME OF THE INDIVIDUAL BUILDING PERMIT. A DECLARATION OF COVENANT AND GRANTS OF CONSTRUCTION RECORD DRAWING �I4. EASEMENT FOR ALL BMP FACILITIES SHALL BE THE AS —BUILT INFORMATION SHOWN L PROVIDED WITH THE FINAL PLAT OF THE PROJECT, ON THIS PLAN IS PER A FIELD SURVEY AND COMPLIANCE WITH THOSE COVENANT AND PERFORMED AND DATA PROVIDED BY EASEMENT PROVISIONS SHALL BE CONFIRMED AT THE AXIS SURVEY &MAPPING AND OR TIME OF INDIVIDUAL BUILDING PERMIT. I R-396111 RECORD INFORMATIONBY RACTORVIDED N 0 30 60 PLAN IN FEET � C TY OF RENTON Planning/Building/Public Works Dept. IN COMPLIANCE WITH CITY OF RENTON STANDARDS M EADOWVU E UH t 7/25/ 18 ROADWAY GRADING, DRAINAGE AND SANITARY SEWER IMPROVEMENTS FIELDBOOK: PAGE: DRAWING N0: OVERALL STORM DRAINAGE PLAN C2.00 11 43 SEC. 14, TWP 23 N, R5E W.M. T M co W SEDIMENT POND TOP OF BERM (PER PLAN) AS REQUIRED TO 6" MAINTAIN CONE (APPROXIMATELY MIN. W.S. ELEV.=SEE TABLE 4.5' FOR D=2) 12" MIN. DIAM. PERFORATED POLYETHYLENE TUBING OR PLASTIC PIPE 2 TYP.) ° _- GRAVEL FILTER, CLEAN FREE 1 MAX ° DRAINING GRAVEL MATERIAL BOT. ELEV.=SEE TABLE 6" SOLID 90° BEND oo 18 "SQ MIN GRAVEL CONE NOT TO SCALE NATIVE SOIL OR COMPACTED BACK FILL GEO TEXTILE - 6' MIN. 12" MIN. 12" MIN. n/ IT/ CT OPEN PIPE END AT DESIGN W.S. 270 STEEL PIPE OR METAL STAKE, EMBED IN CONCRETE BASE OR EQUIVALENT ANCHOR SUPPORT APPROVED BY ENGINEER FINISHED GRADE (SEE PLAN) SECURE TUBING TO PIPE SUPPORT WITH STRAPPING AT 12 O.C. MIN O�irx�r��r��r��r` �i �i ri ri ri ri rim W. S. ° r rr�rr�rr�r ° ° rr�rr�rr�rr rr�ir�ir�ir�r rr rr�rr�rr�rr�rr� r��iTiTO�iTiT�r OUTLET PIPE WHERE SHOWN ON PLAN / 2.75" DEWATERING ORIFICE 12" MIN. 2" TO 4" ROCK 314" TO 1 %2" WASHED GRAVEL STABILIZE EXPOSED SIDE SLOPES WITH VEGETATION OR EQUIVALENT MEASURES 12" MIN. OVERFLOW 6' MIN. TOP OF BERM DEPTH (TYP.)_L QUARRY SPALL PROTECTION W.S. ELEV. = SEE TABLE f AT OVERFLOW BOT. ELEV.= SEE TABLE TEMPORARY SEDIMENT POND NOT TO SCALE ■ 4 CONSULTANTS Site Planning - Civil Engineering Land Use Consulting - Project Management 11431 WILLOWS RD. NE, SUITE 120 REDMOND, WA 98052 Phone: (425) 285-2390 1 FAX: (425) 285-2389 www.cphconsuItants.com 7 L- 12" MIN. T- 12" MIN. 2" TO 4" ROCK 3/4" TO %" WASHED GRAVEL NON -WOVEN FILTER FABRIC DISCHARGE TO STABILIZED CONVEYANCE PATH OR APPROVED OUTLET PIPE- c97rTinni APPROX. LIMIT OF GRADING WORK AREA 12" MAX., UNLESS NOTED OTHERWISE ON PLAN SITE/ROADWAY IMPROVEMENTS VARIES PER PLAN TEMP. DI TCH OR SWALE, PER PLAN ROUGH OR CONSTRUCTION FENCING (ORANGE PLASTIC) AT EXIST. GRADE UPSLOPE OF DISTURBED AREAS FINISHED GRADE 1 0P 2 6' MAX. �I 2.� I EXIST. GRADE I FINISHED SLOPE, i- -- ------ PER PLAN FILTER FABRIC SILT FENCE AT EXIST. GRADE DOWNSLOPE CLEARING LIMITS OF DISTURBED AREAS TYPICAL CLEARING LIMITS NOT TO SCALE CONTINUOUS ORANGE CONSTRUCTION FENCE, TENSAR OR EQUAL TAL FENCE POSTS__I�--10' MAX. NOTE. 1. SEE ESC AND CLEARING PLANS AND TYPICAL CLEARING LIMITS DETAIL FOR FENCE LOCATION CONSTRUCTION FENCING NOT TO SCALE SEDIMENT POND SUMMARY TABLE DESIGN Qso MINIMUM WATERER FACILITY NO. IMPERVIOUS (AC.) PERVIOUS (AC.) TOTAL (AC.) (CFS) SURFACE AREA W.S. ELEV. (FT.) BOT. ELEV. (FT.) SED. POND 2.22 2.791 5.01 1.91 3,979.17 380.00 375.00 NO TES: 1. SQUARE FOOTAGE REQUIREMENT SHOWN AT WEIR WATER SURFACE ELEVATION. 2. POND MAY BE FORMED BY BERM OR BY PARTIAL OR COMPLETE EXCAVATION. 3. CONTRACTOR MAY PROPOSE ABOVE -GRADE TANK SYSTEM W/PUMP INTAKE AND OUTLET OR SIMILAR MANUFACTURED SEDIMENT REMOVAL/SETTLING SYSTEM EQUIVALENT TO THE DESIGN CAPACITY AND PERFORMANCE OF THE TYPICAL SEDIMENT POND FOR APPROVAL BY ENGINEER. NO TRESPI PROTECTEC aNT EXIST. TREE )NTINUOUS CHAINLINK -NCING POST AT MAX. 10' O.C. INSTALL AT LOCATION AS SHOWN ON PLANS 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 PERIMETER OF A STAND OF RETAINED TREES. PLACARDS SHALL BE PLACED ON FENCING EVERY FIFTY FEET (50) INDICATING THE WORDS, "NO TRESPASSING-PROTED 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 CONSTRUCTION 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: (i) THE AREA DEFINED BY THE DRIP LINE OF THE TREE, OR (ii) AN AREA AROUND THE TREE EQUAL TO ONE AND ONE-HALF FEET (1-%2') IN DIAMETER FOR EACH ONE INCH (1') OF TREE CALIPER. A LARGER TREE PROTECTION ZONE BASED ON TREE SIZE, SPECIES, SOIL, OR OTHER CONDITIONS MAY BE REQUIRED. (ORD. 5676, 12-3-2012) 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 IN THE MULCH WILL ADVERSELY AFFECT PROTECTED GROUND COVER PLANTS. (ORD. 5676, 12-3-2012) G. 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 RETAINED. H. ALTERNATIVE PROTECTION: ALTERNATIVE SAFEGUARDS MAY BE USED IF DETERMINED TO PROVIDE EQUAL OR GREATER TREE PROTECTION. (ORD. 5676, 12-3-2012) TREE PROTECTION FENCE DETAIL NOT TO SCALE "TONAL �• CONSTRUCTION RECORD DRAWING THE AS -BUILT INFORMATION SHOWN ON THIS PLAN IS PER A FIELD SURVEY PERFORMED AND DATA PROVIDED BY AXIS SURVEY & MAPPING AND/OR R-396110 RECORD ITH�RMATION CON CONTRACTOR PROVIDEDBY IN COMPLIANCE WITH CITY OF RENTON STANDARDS CONSTRUCTION PERMIT SUBMITTAL PCE 2/20/17 JBS SURVEYED: SCALE: DATE: MITCH EVANS HORIZONTAL: NADV/983/1991 • MEADOWVUE 7/25/18 CONSTRUCTION RECORD DRAWINGS ACS 27 18 JBS C T OF ROADWAYGRADING, DRAINAGE AND SANITARY SEWER IMPROVEMENTS RIELDBGGK: ® DESIGNED: SCHROEDER DRAWN: R E V TOO PAGE: O PETER EVANS ONE INCH DATUM • DRAWING N0: CHECKED: AT FULL SCALE /'1I V�V� Planning/Building/Public Works Dept. ESC DETAILS C1.101 Know what's b@IOW. MJH before 1� ,.J ry N0. REVISION BY DATE APPR C NOT CO ING Call b2fOP2 VOU Cilq. APPROVED: SCALE ACCORDINGLY SEE- OF 10 43 Q J 0- W O Q CW G JOINTS IN FILTER FABRIC SHALL BE SPLICED AT POSTS. USE STAPLES, WIRE RINGS, OR Ff1111VA1 GNT TA 4TT Ga¢GIr TA ¢ S NAX. LL POST SPACING MAYS E INCREASED TO V IF WIRE BACKING IS USED 2"a'2' BY 14 Ga. WIRE OR EQUIVALENT, IF STANDARD STRENGTH FABRIC USED FILTER FABRIC n- n- i _u MINIMUM 4"WTRENCH BACKFILL TRENCH WITH NATIVE NgTIVESOIL 2"x4" WOOD POSTS, STEEL FENCE , POSTS, REBAR, OR EQUIVALENT NOTES 1. CONDITION OF USE 1.1. SILT FENCE MAY BE USED DOWNSLOPE OF ALL DISTURBED AREAS. 1.2. SILT FENCE IS NOT INTENDED TO TREAT CONCENTRATED FLOWS, NOR IS INTENDED TO TREAT SUBSTANTIAL AMOUNTS OF OVERLAND FLOW. ANY CONCENTRATED FLOW MOST BE CONVEYED THROUGH THE DRAINAGE SYSTEM TO A SEDIMENT TRAP OR POND. 2. DESIGN AND INSTALLATION SPECIFICATIONS 2.1, THE GEOTEXTILE USED MOST MET THE STANDARD LISTED BELLOW. A COPY OF THE MANUFACTURER'S FABRIC SPECIFICATIONS MOST BE 30-IODSIEVE SIZE (0.60-0.75MM) FOR SILTFILM ADS (ASTM D4751) S0.100 SIEVE SIZE 0.30-O.15MM FOR OTHER FABRICS WATER PERMITTIVITY IASTM D491 0.02SEC11 MINIMUM GRAB TENSILE STRENCHT(A5TM D4632) 180 LBS. MIN. FOR EXTRA STRENGH FABRIC 100 LBS. MIN. FOR STANDARD STRENGHT FABRIC GRAB TENSILE ELONGATION ASTMD4632 30%MAX. ULTRAVIOLATE RESISTANCE(ASTM 04355) 70%MIN. 2.2. STANDARD STRENGTH FABRIC REQUIRES WIRE BACKING TO INCREASE THE STRENGTH OF THE FENCE. WIRE BACKING OR CLOSER POST SPACING MAY BE REQUIRED FOR EXTRA STRENGTH FABRIC IF FIELD PERFORMANCE WARRANTS A STRONGER FENCE. 2.3. WHERE THE FENCE IS INSTALLED, THE SLOPE SHALL NOT BE STEEPER THAN 2H;1V 2.4. IF A TYPICAL SILT FENCE IS USED, THE STANDARD 4X4 TRENCH MAY NOT BE REDUCED AS LONG AS THE BOTTOM 8 INCHES OF THE SILT FENCE IS WELL BURIED AND SECURE IN A TRENCH THAT STABILIZES THE FENCE AND DOES NOT ALLOW WATER TO BYPASS OR UNDERMINE THE SILT FENCE. 3. MAINTENANCE STANDARDS 3.1. ANY DAMAGE SHALL BE REPAIR IMMEDIATELY. 3.2. IF CONCENTRATED FLOES ARE EVIDENT UPHILL OD THE FENCE, THEY MUST BE INTERCEPTED AND CONVEYED TO A SEDIMENT TRAP OR POND. 3.3. IT IS IMPORTANT TO CHECK THE UPHILL SIDE OF THE FENCE FOR SIGNS OF THE FENCE CLOGGING AND ACTING AS A BARRIER TO FLOW AND THEN CAUSING CHANNELIZATION OF FLOWS PARALLEL TO THE FENCE. IF THIS OCCURS, REPLACE THE FENCE OR REMOVED THE TRAP SEDIMENT. 3.4. SEDIMENT MOST BE REMOVED WHEN SEDIMENT IS 61NCHES HIGH. 3.5. IF THE FILTER FABRIC (GEOTEXTILE) HAS DETERIORATED DUE TO ULTRAVIOLET BREAKDOWN, IT SHALL BE REPLACED. PUBLIC T'VORKS DEPARTMENT SILT FENCE STD. PLAN - 214.00 MARCH 2O08 5" MAX. DRAINAGE GRATE t .TRIM it GRATE FRAME -�� ` --• �� . SEDIMENT AND DEBRIS 1 OVERFLOW BYPASS ------------- ,S-a .•D t',;yTx _ •- BELOW INLET GRATE DEVICE FILTERED 1 WATER - d A SECTION VIEW DRAINAGE GRATE - RECTANGULAR GRATE SHOWN RETRIEVAL SYSTEM (TYP.) BELOW INLET GRATE DEVICE -�� \ j\`� OVERFLOW BYPASS(T"P.) 1l i ISOMETRIC VIEW NOTES 1. Size the Below Inlet Grate Device (BIGD) for the storm water structure it will service. 2. The BIGD shall have a built-in high -flow relief system (overnow 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). 'C PUBLIC WORKS CATCH BASIN FILTER STD. PLAN - 216.30 .;\ . ,P�NKo� DEPARTMENT MARCH 2008 SEC. 14, TWP 23 N, R5E W.M. m i DRIVEWAYS SHALL BE PAVED TO THE EDGE a OF R-O-W PRIOR TO INSTALLATION OF THE E01`NOaOpp CONSTRUCTION ENTRANCE TO AVOID DAMAGING ` IT IS RECOMMENDED THAT THE -�. ENTRANCE BE CROWNED SO THAT - i RUNOFF DRAINS OFF THE PAD INSTALL DRIVEWAY CULVERT IF THERE IS AROADSIDE DITCH PRESENT, AS PER CITY ROAD STANDARDS i 4"-8"QUARRY SPALLS---..... ._._..._� , GEOTEXTILE -� 12"MIN. THICKNESS�� PROVIDEFULLWIDTHOF NOTES INGRESSIEGRESS AREA 1. CONDITION OF USE 1.1. CONSTRUCTION ENTRANCE SHALL BE STABILIZED WHEREVER TRAFFIC WILL BE LEAVING A CONSTRUCTION SITE AND TRAVELING ON PAVED ROADS OR OTHER PAVED AREAS WITHIN 1,000 FEET OF THE SITE. GRAB TENSILE STREBNGTFI(ASTM D4751 200 P11 MIN. GRAB TENSILE ELONGATION ASTM D4632) 30%MAX. MULLEN BURST STRENGTH ASTM D3786-80A1 1400 PSI MIN. AOS (ASTM 04751) 20-45 (U.S. STANDARD SIEVE SIZE) 2. DESIGN AND INSTALLATION SPECIFICATIONS 2.1. HOG FUEL (WOOD BASED MULCH) MAY BE SUBSTITUTED FOR OR COMBINED WITH QUARRY SPALLS IN ARES THAT WILL BOT BE USED FOR PERMANENT ROADS, HOG FUEL IS NOT RECOMMENDED FOR ENTRANCE STABILIZATION IN URBAN AREAS, THE INSPECTOR MAY AT ANY TIME REQUIRE THE USE OF QUARRY SPALLS IF THE HOG FUEL IS NOT PREVENTING SEDIMENT FROM BEING TRACKED ONTO PAVEMENT OR IF THE HOG FUEL IS BEING CARRIED ONTO PAVEMENT. 2.2. FENCING SHALL BE INSTALLED AS NECESSARY TO RESTRICT TRAFFIC TO THE CONSTRUCTION ENTRANCE. 2.3. WHENEVER POSSIBLE, THE ENTRANCE SHALL BE CONSTRUCTED ON A FIRM, COMPACTED SUBGRADE. THIS CAN SUBSTANTIALLY INCREASE THE EFFECTIVENESS OF THE PAD AND REDUCE THE NEED FOR MAINTENANCE. 3. MAINTENANCE STANDARDS 3.1. QUARRY SPALLS SHALL BE ADDED IF THE PAD IS NO LONGER IN ACCORDANCE WITH THE SPECIFICATIONS. 3.2. IF THE ENTRANCE IS NOT PREVENTING SEDIMENT BEING TRACKED ONTO PAVEMENT, THEN ALTERNATIVE MEASURES TO KEEP THE STREETS FREE OF SEDIMENT SHALL BE USED. THIS MAY INCLUDE STREET SWEEPING, AN INCREASE IN THE DIMENSIONS OF THE ENTRANCE, OR THE INSTALLATION OF THE WHEEL WASH. IF WASHING IS USED, IT SHALL BE DONE ON AN AREA COVERED WITH CRUSHED ROCK, AND WASHED WATER SHALL DRAIN TO A SEDIMENT TRAP OR POND. 3.3. ANY SEDIMENT THAT IS TRACKED ONTO PAVEMENT SHALL BE REMOVED IMMEDIATELY BY SWEEPING. THE SEDIMENT COLLECTED BY SWEEPING SHALL BE REMOVED OR STABILIZED ON SITE. THE PAVEMENT SHALL NOT BE CLEANED BY WASHING DOWN THE STREET, EXCEPT WHEN SWEEPING IS INEFFECTIVE AND THERE IS A THREATTO PUBLIC SAFETY. IF IT NECESSARY TO WASH THE STREETS, A SMALL SUMP MUST BE CONDUCTED. THE SEDIMENT WOULD THEN BE WASHED INTO THE SUMP WHERE IT CAN BE CONTROLLED AND DISCHARGED APPROPRIATELY. 3.4. ANY QUARRY SPALLS THAT ARE LOOSENED FROM THE PAD AND END UP ON THE ROADWAY SHALL BE REMOVED IMMEDIATELY. 3.5. IF VEHICLES ARE ENTERING OR EXITING THE SITES AT POINTS OTHER THAN THE CONSTRUCTION ENTRANCE(S), FENCING SHALL BE INSTALLED TO CONTROL TRAFFIC. ��jY\.n I STD. PLAN - 215.10 �! PUBLIC WORKS STABILIZED ��NC�'� DEPARTMENT CONSTRUCTION ENTRANCE MARCH 2O08 21 MAX. SLOPE 3 1' MIN. LEVEL BOTTOMI- 1 - I -I 1 } I- j s11illillll,,.11{-III=III IIII� Ii1-,LIIII�I � r� V MIN. BWALE 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:1V AND WITH MORE THAN 20 FEET OF VERTICAL RELIEF. 1.1.2. AT INTERVALS ON ANY SLOPES THAT EXCEEDS THE DIMENSIONS SPECIFIED BELLOW. 2. DESIGN AND INSTALLATION SPECIFICATIONS 2.1, FOR SLOPES STEEPER THAN 2H:1V WITH MORE THAN 10 FEET OF VERTICAL RELIEF, BENCHES MAY BE CONSTRUCTED OR CLOSER SPACED INTERCEPTOR SWALES MAY BE USED. THE DESIRE MEASURE MOST BE DESIGNED BY AN ENGINEER TO EFFECTIVELY INTERCEPT THE HIGH VELOCITY RUNOFF TO A SEDIMENT POND OR TRAP. 2.2. CONSTRUCTION TRAFFIC OVER TEMPORARY SWALES SHALL BE MINIMIZED. 3.. MAINTENANCE STANDARDS 3.1. DAMAGE RESULTING FROM RUNOFF OR CONSTRUCTION ACTIVITY SHALL BE REPAIRED IMMEDIATELY. 3.2. IF THE FACILITY DO NOT REGULARLY RETAIN STORM RUNOFF, THE CAPACITY AND/OR FREQUENCY OF THE SWALES SHALL BE INCREASED. e STD. PLAN - 217.10 PUBLIC �VORt<:S INTERCEPTOR SWALEDEPARTMENT 'MARCH 2O08 AVERAGE SLOPE SLOPE PERCENT FLOWPATH LENGTH 20H:1V 3-5% 300 FEET 10 T020)H:1V 5-10% 200 FEET (47010)H:1V 30-25% 100 FEET (2T04 H:1V 25-SO% SO FEET INFLOW THE POND LENGTH SHALL BE 3 TO 8 TIMES THE MAX,MUM POND WIDTH EQUIVALENT DIVIDER EMERGENOAOVERFLOW SPILLW DISCHARGE TO STABILIZED LEVEL SPAPekPR TLET OR RISER PIPE CREST OF 6' MIN WIDTH (PRINCIPAL SPILLWAY) EMERGENCY SPILLWAY OPEN AT TOP WITH TRASH RACK \ `.. 1 MIN EMBANKMENT COMPACTED 95% PERVIOUS MATERIALS SUCH AS DEWATERING DEVICE G N 1 ,•:-_ GRAVEL OR CLEAN SAND SHALL (SEE RISER DETAIL) ��." ' = == _ _ _ I NOT BE USED. �___------------ -'I - WIRE -BACKED SILT FENCE ORIFICE I- - 1- i I;TI STAKEDTERHAYBALESBRI WRAPPED WITH FILTER FABRIC. OR - - DISCHARGE TO STABILIZED EQUIVALENT DIVIDER CONCRETE BASE CONVEYANCE, OUTLET OR LEVEL SPREADER NOTES 1. CONDITION OF USE 1.1. A SEDIMENT POND SHALL BE USED WHERE THE CONTRIBUTING DRAINAGE AREA IS 3 ACRES OR MORE. 2. DESIGN AND INSTALLATION SPECIFICATIONS 2.1. THE POND SHALL BE DIVIDED INTO TWO ROUGHLY EQUAL VOLUME CELLS BY A PERMEABLE DIVIDER THAT WILL REDUCE TURBULENCE WHILE ALLOWING MOVEMENT OF WATER BETWEEN CELLS. THE DIVIDER SHALL BE AT LEAST ONE HALF OF THE HEIGHT OF THE RISER. WIRE - BACKE 2-TO 3 FOOT HIGH, EXTRA STRENGTH FILTER FABRIC SUPPORTED BY TREATED 4"X4"s MAY BE USED AS A DIVIDER. ALTERNATIVELY, STAKED STRAW BALES WRAPPED WITH FILTER FABRIC MAY BE USED. 2.2. IF THE POND IS MORE THAN 6 FEET DEEP, A DIFFERENT MECHANISM MUST BE PROPOSED. 1 2.3. TO AID IN DETERMINING SEDIMENT DEPTH, ONE -FOOT INTERVALS SHALL BE PROMINENTLY MARKED ON THE RISER. '.. 3. MAINTENANCE STANDARDS 3.1. SEDIMENT SHALL BE REMOVED FROM THE POND WHEN IT REACHES 1 FOOT IN DEPTH. 3.2. ANY DAMAGES TO THE POND EMBANKMENTS OR SLOPES SHALL BE REPLACED. PUBLIC WORKS I SEDIMENT POND PLAN VIEW STD. PLAN - 216.00 DEPARTMENT AND CROSS SECTIONS MARCH 2O08 3 DIKE MATERIAL COMPACTED 90% MODIFIED PROCTOR CORRUGATED METAL, CPEP OR EQUIVALENT PIPE \\ INTERCEPTOR OBG PROVIDE RIPRAP PAD 1� OR EQUIVALENT ENERGY a - '-.., DISSIPATION ~ I, , DISCHARGE TO A STABILIZED �'' II f/ STANDARD FLARED WATERCOURSE, SEDIMENT RETENTION FACILITY OR STABILIZED OUTLET END SECTION INLET AND ALL SECTIONS MUST BE SECURELY FASTENED TOGETHER WITH GASKETED WATERTIGHT FITTINGS NOTES 1. CONDITION OF USE 1.1. SHOULD BE USED TO CARRY CONCENTRATED RUNOFF DOWN STEEP SLOPES WITHOUT CAUSING EROSION, OR SATURATION OF SLIDE -PRONE SOILS. 1.1. WHEN A TEMPORARY OR PERMANENT STORMWATER CONVEYANCE IS NEEDED TO MOVE WATER DOWN A STEEP SLOPE TO AVOID EROSION. 1 1. MAY BE USED TO DIVERT WATER AWAY FROM OR OVER BARE SOIL TO PREVENT GULLIES, CHANNEL, AND SATURATION OF SLIDE PRONE SOILS. 2. DESIGN AND INSTALLATION SPECIFICATIONS 2.1. THE MAXIMUM DRAINAGE AREA ALLOWED FOR ANY SIZED PIPE IS 10 ACRES. FOR LARGER AREAS MORE THAN ONE PIPE SHALL BE USED OR A ROCK -LINES CHANNEL HALL BE INSTALLED. 2.2. THE SOIL AROUND AND UNDER THE PIPE AND ENTRANCE SECTION SHALL BE THOROUGHLY COMPACTED. 2.3. THE FLARED INLET SECTION SHALL BE SECURELY CONNECTED TO THE SLOPE DRAIN AND BE FUSED OR WELDED, OR HAVE FLANGE -BOLTED MECHANICAL JOINTS TO ENSURE WATERTIGHT SEAL. 2.4. SLOPE DRAINS SHALL BE CONTINUOUSLY FUSED, WELDED OR FLANGE -BOLTED MECHANICAL JOINT PIPE SYSTEM WITH PROPER ANCHOR TO THE SOIL. 2.5. WHERE THE SLOPE DRAIN CROSS STEEP SLOPE HAZARD AREA OR THEIR ASSOCIATED BUFFERS, THE INSTALLATION SHALL BE IN THE GROUND SURFACE. ANY AREA DISTURBED DURING INSTALLATION AND MAINTENANCE MUST BE IMMEDIATELY STABILIZED. 3. MAINTENANCE STANDARDS 3.1. THE INLET SHALL NOT BE UNDERCUT OR BYPASSED BY WATER. IF THERE ARE PROBLEMS, THE HEAD WALL SHALL BE APPROPRIATELY REINFORCED, 3.2. NO EROSION SHALL OCCUR ON THE OUTLET POINT. IF EROSION OCCURS ADDITIONAL PROTECTION SHALL BE ADDED. pitAY �.n STD. PLAN - 217.30 PUBLIC tVORIiS PIPE SLOPE DRAIN �NTo� DEPARTMENT MARCH 2O08 POLYETHYLENE CAP = PROVIDEADEQUATE -�- STRAPPING PERFORATED POLYETHYLENE' DRAINAGE TUBING, DIAMETER CORRUGATED METAL RISER MIN. 2'LARGER THAN ' '�-% DEWATERING ORIFICE TUBING SHALL COMPLY �^ WITH ASTM F657 AND 3.5' MIN. AASHTO M294. i _? WATERTIGHT pEWA I4GORIFICE,SCHEDULE COUPLING TACK WELD _ ��- 60 STEEL STUB MIN, DIAMETER AS PER CALCULATIONS * 6' MIN. IS' MIN ty CONCRETESASE -._._.._..... - I-_......._......_._.._._._..._____, 2x PLSER BIA. MIN. ALTERNATIVELY, METAL STAKES AND WIRE MAY BE USED TO PREVENT FLOTATION O��Y�On STD. PLAN - 216.10 PUBLIC WORKS SEDIMENT POND �FNT� DEPARTMENT RISER DETAIL MARCH 2O08 ROCK MUST COMPLETELY COVER THE 'm BOTTOM AND SIDES OF THE DITCH 3 6' MIN. ` Y 24" MIN. 2:1 SLOPES v T'-V ROCK L = THE DISTANCE SUCH THAT POINTS A AND B ARE OF EQUAL ELEVATION / - III = A B - L G) I El ' 1-1 I I -I NOTES 1. CONDITION OF USE 1.1. WERE CONCENTRATED RUNOFF FROM DISTURBED AREAS TO AND FROM PONDS OR TRAPS. 1.2. TO CONVEY RUNOFF INTERCEPTED FROM UNDISTURBED AREAS AROUND THE SITE TO 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`�Y\� STD. PLAN - 217.40 �s � PUBLIC WORKS CHECK DAMS SPACING AND DEPARTMENT ��rr"coti' CROSS SECTIONS MARCH 2O08 f ONAL V, CONSTRUCTION RECORD DRAWING THE AS -BUILT INFORMATION SHOWN ON THIS PLAN IS PER A FIELD SURVEY PERFORMED AND DATA PROVIDED BY AXIS SURVEY & MAPPING AND/OR R-396109 RECORD ITHERMATION CON CONTRACTOR PROVIDEDBY IN COMPLIANCE WITH CITY OF RENTON STANDARDS Q J 0- W CONSTRUCTION PERMIT SUBMITTAL PCE 2/20/17 JBS SURVEYED: SCALE: DATE: VERTICAL NAVD 1988 • � - MITCH EVANs "oR�ZONTAI NAD ,983,,gg MEADOWVUE CONSULTANTS CONSTRUCTION RECORD DRAWINGS ACS 27 18 JBS DESIGNED c TY 7/25/18 JAMIE SCHROEDER ROADWAY GRADING, DRAINAGE AND SANITARY SEWER IMPROVEMENTS FIELDBOOK: Site Planning • Civil Engineering Q ® R E xl T O N :E S DRAWN: O Land Use Consulting •Project Management PETER EVAIvs � nr , ,. 11431 WILLOWS RD. NE, SUITE 120 O ONE INCH DATUM REDMOND, WA 98052 1 CHECKED: AT FULL SCALE Planning/Building/Public Works Dept. ESC DETAILS C1.100 0 Phone: (425) 285-2390 1 FAX: (425) 285-2389 Know what's below. C NOT ONE INCH Q DATE APPR APPROVED SCALE ACCORDINGLY F7-�- xxx -NO. REVISION www.cphoonsus,LLC..com Call before you dig. Yht ©2018 CPH Consultants LLC. All Rights Reserved. 75 SEC. 14, TWP 23 N, R5E W.M. T (.0 (3) C'M 0 LEI Q II LU O 0 a LU 5 w Q z E. TOE FACE 1'TALL 1'WIDE CMU WALL (TYP.) NE9 COR BRICK PA — 1 'WIDE 3.3'TALL STEM WALL X FFE=387.5' WEST END OF UTILITY PAINT MARKINGS APPROX. LOCATION OF WATER MAIN NOTES: 1. TEMPORARY CULVERTS, INTERCEPTOR DITCHES, AND CHECK DAMS ARE SHOWN APPROXIMATE. ACTUAL LIMITS AND LOCATIONS MAY VARY TO FACILITATE SITE CONDITIONS AND CONSTRUCTION ACTIVITIES. ADDITIONAL EROSION CONTROL MEASURES MAY BE REQUIRED AS DEEMED NECESSARY BY THE CITY OF RENTON INSPECTOR. 2. ALL EXISTING BUILDINGS, FENCES, AND OTHER STRUCTURAL IMPROVEMENTS IDENTIFIED WITHIN THE CLEARING LIMITS SHALL BE REMOVED AND PROPERLY DISPOSED PRIOR TO CLEARING. A SEPARATE DEMOLITION PERMIT SHALL BE SUBMITTED AND APPROVED BY THE CITY FOR ANY BUILDING OR STRUCTURE REMOVAL. 3. PERMANENT STORM DRAINAGE FACILITIES MAY BE USED FOR TEMPORARY STORM WATER COLLECTION AND CONVEYANCE CONTROLS IN CONJUNCTION WITH NECESSARY TEMPORARY BMP'S DURING CONSTRUCTION. ALL PERMANENT STORM DRAIN FACILITIES ACTIVE DURING CONSTRUCTION SHALL BE CLEANED AND/OR REPAIRED TO GOOD WORKING CONDITION PRIOR TO FINAL PROJECT CLOSEOUT. 4. ALL TREES WITHIN THE CLEARING LIMITS, EXCEPT AS NOTED TO BE PROTECTED SHALL BE REMOVED. 5. ADDITIONAL EROSION CONTROL MEASURES MAY BE REQUIRED AS DEEMED NECESSARY BY THE CITY OF REN TON. 6. THE SOIL MOISTURE HOLDING CAPACITY OF ALL NEW PERVIOUS SURFACE THAT AT PROJECT COMPLETION WILL NOT BE COVERED BY IMPERVIOUS SURFACE OR INCORPORATED INTO A DRAINAGE FACILITY MUST BE PROTECTED. THE DUFF LAYER AND NATIVE TOPSOIL SHALL BE RETAINED IN AN UNDISTURBED STATE TO THE MAXIMUM EXTENT FEASIBLE. 7. ANY DUFF LAYER OR TOPSOIL REMOVED DURING GRADING SHALL BE STOCKPILED ONSI TE IN A DESIGNATED, CONTROLLED AREA NOT ADJACENT TO PUBLIC RESOURCES AND CRITICAL AREAS. THE MATERIAL SHALL BE REAPPLIED TO OTHER PORTIONS OF THE SITE WHERE FEASIBLE. 8. THE SOIL IN ANY AREA THAT HAS BEEN COMPACTED OR THAT HAS HAD SOME OR ALL OF THE DUFF LAYER OR UNDERLYING TOPSOIL REMOVED SHALL BE AMENDED TO MITIGATE FOR LOSS OF MOISTURE -HOLDING CAPACITY IN ACCORDANCE WITH THE REQUIRED SOIL AMENDMENTS ON SHEET C1.02. CONTRACTOR SHALL PROVIDE METHODS AND MATERIALS FOR SOIL AMENDMENT TO PROJECT ENGINEER AND/OR LANDSCAPE ARCHITECT FOR APPROVAL PRIOR TO CONSTRUCTION. 9. WATERING FOR DUST CONTROL MEASURES SHALL BE PERFORMED AND PROVIDED BY THE CONTRACTOR AS NECESSARY. 10. CLEARING, GRADING, AND RELATED ACTIVITIES FOR THIS PROJECT ARE SUBJECT TO THE APPLICABLE CONDITIONS OF THE DEPARTMENT OF ECOLOGY'S CONSTRUCTION STORMWATER GENERAL PERMIT (CSWGP). A COPY OF THE LETTER FROM THE DOE GRANTING COVERAGE UNDER THE CSWGP SHALL BE PROVIDED TO THE CITY PRIOR TO ANY CONSTRUCTION ACTIVITIES DISTURBING MORE THAN ONE ACRE OF THE SITE. NPDES PERMIT NO. WAR-305741. 420 ar'I� 15 420 Q, Q � OF SEWER MAIN I� L 390 EXIST. GRADE cn 390 8" PVC IE=378.69 360 360 330 330 CROSS SECTION A SCALE: 1 "=30' STA. 2+37.92 'BWFNC CONT'S N. GA TE 1'xl' CMU WALL — WEST CONT'S E. ALONG FENCE 16'F 16 ",18'; 20'F V_ 420 c�,4 15'420______ p Q OF SEWER MAIN I � I W i w 390 EXIST. GRADE � � 390 800 PVC SS—.�<�I IE=379.53 38`-� 360 360 330 330 CROSS SECTION B SCALE. 1 "=30' NOTE: DISTURBED AREA SHALL BE HYDROSEEDED AND RESTORED IN -KIND CONSTRUCTION PERMIT SUBMITTAL PCE 2/20/ CONSULTANTS , CONSTRUCTION RECORD DRAWINGS ACS 27 Site Planning - Civil Engineering , Land Use Consulting - Project Management 11431 WILLOWS RD. NE, SUITE 120 REDMOND, WA 98052 Phone: (425) 285-2390 1 FAX: (425) 285-2389 Know what's below. www.cphconsuItants.com N0. REVISION BY DATE sht n 901R CPH Cnnciiltnntc I I C All Riahtc RPRPY\/afI Call before you dip. STA. 3+85.48 J B S SURVEYED: VITCH EVANS JBS DESIGNED: JAVIE SCHROEDER DRAWN: PETER EVANS CHECKED: VJH AP P R APPROVED: xxx SCALE: 1 " = 30' ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY SEE C1.02 x � Ilk, I �I I- TALL CONCRETE— ^ ` RUBB�WALL I , CROSS SECTION C SCALE: 1 "=30' VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/1991 DATU M r T eI� I SEE C1.01 MY OF RENTON • Planning/Building/Public Works Dept. CONSTRUCTION NOTES OSTABILIZED CONSTRUCTION ENTRANCE PER COR STD. PLAN 215.10 ON SHEET C1.100. OTREE PROTECTION FENCE PER DETAIL ON SHEET C1.101. OSILT FENCE PER COR STD. PLAN 214.00 ON SHEET C1.100. OAPPROX. LIMIT OF GRADING, SEE TYPICAL CLEARING LIMITS DETAIL ON SHT. C1.101. OCONSTRUCTION FENCING PER DETAIL ON SHEET C1.101. OINTERCEPTOR SWALE PER COR STD. PLAN 217.10 ON SHEET C1.100. O7 CHECK DAM AND SPACING PER COR STD. PLAN 217.40. O12" TEMP. CULVERT, APPROX. LENGTH AND SIZE PER PLAN, S=27. MIN. OGRAVEL CONE FILTER AND RISER PER DETAIL ON SHEET C1.101. S1.0 CY MIN. QUARRY SPALLS AT PIPE OR DITCH INLET OR OUTFALL. 11 CATCH BASIN FILTER PER COR STD. PLAN 216.30 ON SHEET C1.100 12 TEMP. SED. POND PER DETAIL ON SHEET C1.101. 13 PERMANENT STORM DRAINAGE IMPROVEMENTS UTILIZED WITH TESC MEASURES, SEE SHT. C2.00 FOR DETAILS. LEGEND —X X X— SILT FENCE TREE PROTECTION FENCING CONSTRUCTION FENCING TEMPORARY INTERCEPTOR DITCH WITH ROCK CHECK DAM SD PERMANENT SD FACILITY (SEE NOTE 3) RIP-RAP/QUARRY SPALL PAD O CATCH BASIN INLET PROTECTION TEMPORARY CULVERT PROTECT EXIST. TREE, 0 SEE TREE PROTECTION DETAIL ON SHEET C1.101 STA. 6+10.49 ASS OVAL AR CONSTRUCTION RECORD DRAWING N THE AS —BUILT INFORMATION SHOWN ON THIS PLAN IS PER A FIELD SURVEY 0 30 60 PERFORMED AND DATA PROVIDED BY AXIS SURVEY & MAPPING AND/OR R-396108 PLAN IN FEET RECORD ITH�RMATION CON CONTRACTOR PROVIDEDBY IN COMPLIANCE WITH CITY OF RENTON STANDARDS MEADOWVUE ROADWA Y GRADING, DRAINAGE AND SANITARY SEWER IMPROVEMENTS TESC PLAN 7/25/18 FIELDBOOK: PAGE: DRAWING N0: C1.03 8 43 SEC. 14, TWP 23 N, R5E W.M. T O O C'M O 0 LU Q J I LU O a LU 5 ILL Q z SOIL AMENDMENTS • SOIL RETENTION. RETAIN, IN AN UNDISTURBED STATE, THE DUFF LAYER AND NATIVE TOPSOIL TO THE MAXIMUM EXTENT PRACTICABLE. IN ANY AREAS REQUIRING GRADING REMOVE AND STOCKPILE THE DUFF LAYER AND TOPSOIL ON SITE IN A DESIGNATED, CONTROLLED AREA, NOT ADJACENT TO PUBLIC RESOURCES AND CRITICAL AREAS, TO BE REAPPLIED TO OTHER PORTIONS OF THE SITE WHERE FEASIBLE. • SOIL QUALITY. ALL AREAS SUBJECT TO CLEARING AND GRADING THAT HAVE NOT BEEN COVERED BY IMPERVIOUS SURFACE, INCORPORATED INTO A DRAINAGE FACILITY OR ENGINEERED AS STRUCTURAL FILL OR SLOPE SHALL, AT PROJECT COMPLETION, DEMONSTRATE THE FOLLOWING: 1. A TOPSOIL LAYER WITH A MINIMUM ORGANIC MATTER CONTENT OF 109 DRY WEIGHT IN BEDS, AND 5% ORGANIC MATTER CONTENT IN TURF AREAS, AND A PH FROM 6.0 TO 8.0 OR MATCHING THE PH OF THE UNDISTURBED SOIL. THE TOPSOIL LAYER SHALL HAVE A MINIMUM DEPTH OF EIGHT INCHES EXCEPT WHERE TREE ROOTS LIMIT THE DEPTH OF INCORPORATION OF AMENDMENTS NEEDED TO MEET THE CRITERIA. SUBSOILS BELOW THE TOPSOIL LAYER SHOULD BE SCARIFIED AT LEAST 4 INCHES WITH SOME INCORPORATION OF THE UPPER MATERIAL TO AVOID STRATIFIED LAYERS, WHERE FEASIBLE. 2. MULCH PLANTING BEDS WITH 2 INCHES OF ORGANIC MATERIAL 3. USE COMPOST AND OTHER MATERIALS THAT MEET THESE ORGANIC CONTENT REQUIREMENTS: o)THE ORGANIC CONTENT FOR 'PRE -APPROVED" AMENDMENT RATES CAN BE MET ONLY USING COMPOST MEETING THE COMPOST SPECIFICATION FOR BIORETEN TION (REFER TO SECTION C. 2. 6) WITH THE EXCEPTION THAT THE COMPOST MAY HAVE UP TO 35% BIOSOLIDS OR MANURE. THE COMPOST MUST ALSO HAVE AN ORGANIC MATTER CONTENT OF 40% TO 657., AND A CARBON TO NITROGEN RATIO BELOW 25: 1. THE CARBON TO NITROGEN RATIO MAY BE AS HIGH AS 35: 1 FOR PLANTINGS COMPOSED ENTIRELY OF PLANTS NATIVE TO THE PUGET SOUND LOWLANDS REGION. b)CALCULATED AMENDMENT RATES MAY BE MET THROUGH USE OF COMPOSTED MATERIAL MEETING A)" ABOVE, OR OTHER ORGANIC MATERIALS AMENDED TO MEET THE CARBON TO NITROGEN RATIO REQUIREMENTS, AND NOT EXCEEDING THE LIMITS IDENTIFIED IN TABLE 220-B, TESTING PARAMETERS, IN WAC 173-350-220. 4. THE RESULTING SOIL SHOULD BE CONDUCIVE TO THE TYPE OF VEGETATION TO BE ESTABLISHED. • IMPLEMENTATION OPTIONS: THE SOIL QUALITY DESIGN GUIDELINES LISTED ABOVE CAN BE MET BY USING ONE OF THE METHODS LISTED BELOW.• 1. LEAVE UNDISTURBED NATIVE VEGETATION AND SOIL, AND PROTECT FROM COMPACTION DURING CONSTRUCTION. 2. AMEND EXISTING SITE TOPSOIL OR SUBSOIL EITHER AT DEFAULT `PRE -APPROVED" RATES, OR AT CUSTOM CALCULATED RATES BASED ON TESTS OF THE SOIL AND AMENDMENT. 3. STOCKPILE EXISTING TOPSOIL DURING GRADING, AND REPLACE IT PRIOR TO PLANTING. 4. STOCKPILED TOPSOIL MUST ALSO BE AMENDED IF NEEDED TO MEET THE ORGANIC MATTER OR DEPTH REQUIREMENTS, EITHER AT A DEFAULT `PRE -APPROVED" RATE OR AT A CUSTOM CALCULATED RATE. 5.IMPORT TOPSOIL MIX OF SUFFICIENT ORGANIC CONTENT AND DEPTH TO MEET THE REQUIREMENTS. MORE THAN ONE METHOD MAY BE USED ON DIFFERENT PORTIONS OF THE SAME SITE. SOIL THAT ALREADY MEETS THE DEPTH AND ORGANIC MATTER QUALITY STANDARDS, AND IS NOT COMPACTED DOES NOT NEED TO BE AMENDED. NO TES: 1. TEMPORARY CULVERTS, INTERCEPTOR DITCHES, AND CHECK DAMS ARE SHOWN APPROXIMATE. ACTUAL LIMITS AND LOCATIONS MAY VARY TO FACILITATE SITE CONDITIONS AND CONSTRUCTION ACTIVITIES. ADDITIONAL EROSION CONTROL MEASURES MAY BE REQUIRED AS DEEMED NECESSARY BY THE CITY OF RENTON INSPECTOR. 2. ALL EXISTING BUILDINGS, FENCES, AND OTHER STRUCTURAL IMPROVEMENTS IDENTIFIED WITHIN THE CLEARING LIMITS SHALL BE REMOVED AND PROPERLY DISPOSED PRIOR TO CLEARING. A SEPARATE DEMOLITION PERMIT SHALL BE SUBMITTED AND APPROVED BY THE CITY FOR ANY BUILDING OR STRUCTURE REMOVAL. 3. PERMANENT STORM DRAINAGE FACILITIES MAY BE USED FOR TEMPORARY STORM WATER COLLECTION AND CONVEYANCE CONTROLS IN CONJUNCTION WITH NECESSARY TEMPORARY BMP'S DURING CONSTRUCTION. ALL PERMANENT STORM DRAIN FACILITIES ACTIVE DURING CONSTRUCTION SHALL BE CLEANED AND/OR REPAIRED TO GOOD WORKING CONDITION PRIOR TO FINAL PROJECT CLOSEOUT. 4. ALL TREES WITHIN THE CLEARING LIMITS, EXCEPT AS NOTED TO BE PROTECTED SHALL BE REMOVED. 5. ADDITIONAL EROSION CONTROL MEASURES MAY BE REQUIRED AS DEEMED NECESSARY BY THE CITY OF REN TON. 6. THE SOIL MOISTURE HOLDING CAPACITY OF ALL NEW PERVIOUS SURFACE THAT AT PROJECT COMPLETION WILL NOT BE COVERED BY IMPERVIOUS SURFACE OR INCORPORATED INTO A DRAINAGE FACILITY MUST BE PROTECTED. THE DUFF LAYER AND NATIVE TOPSOIL SHALL BE RETAINED IN AN UNDISTURBED STATE TO THE MAXIMUM EXTENT FEASIBLE. 7. ANY DUFF LAYER OR TOPSOIL REMOVED DURING GRADING SHALL BE STOCKPILED ONSITE IN A DESIGNATED, CONTROLLED AREA NOT ADJACENT TO PUBLIC RESOURCES AND CRITICAL AREAS. THE MATERIAL SHALL BE REAPPLIED TO OTHER PORTIONS OF THE SITE WHERE FEASIBLE. 8. THE SOIL IN ANY AREA THAT HAS BEEN COMPACTED OR THAT HAS HAD SOME OR ALL OF THE DUFF LAYER OR UNDERLYING TOPSOIL REMOVED SHALL BE AMENDED TO MITIGATE FOR LOSS OF MOISTURE -HOLDING CAPACITY IN ACCORDANCE WITH THE REQUIRED SOIL AMENDMENTS ON SHEET C1.02. CONTRACTOR SHALL PROVIDE METHODS AND MATERIALS FOR SOIL AMENDMENT TO PROJECT ENGINEER AND/OR LANDSCAPE ARCHITECT FOR APPROVAL PRIOR TO CONSTRUCTION. 9. WATERING FOR DUST CONTROL MEASURES SHALL BE PERFORMED AND PROVIDED BY THE CONTRACTOR AS NECESSARY. 10. CLEARING, GRADING, AND RELATED ACTIVITIES FOR THIS PROJECT ARE SUBJECT TO THE APPLICABLE CONDITIONS OF THE DEPARTMENT OF ECOLOGY'S CONSTRUCTION STORMWATER GENERAL PERMIT (CSWGP). A COPY OF THE LETTER FROM THE DOE GRANTING COVERAGE UNDER THE CSWGP SHALL BE PROVIDED TO THE CITY PRIOR TO ANY CONSTRUCTION ACTIVITIES DISTURBING MORE THAN ONE ACRE OF THE SITE. NPDES PERMIT NO. WAR-305741. CP I CONSULTANTS Site Planning - Civil Engineering Land Use Consulting - Project Management 11431 WILLOWS RD. NE, SUITE 120 REDMOND, WA 98052 Phone: (425) 285-2390 1 FAX: (425) 285-2389 www.cphconsuItants.com LJ I x x +� I I S I I x� �J � � I II 341 L�F 3 x I x I I � 5 x x II I� I I REMOVE EXIST. TREE x � I/N 1 � I x I \ 0� // TT\\ 77Y V SS =-- SS LU \ V) \39 I �\ CONSTRUCTION PERMIT SUBMITTAL CONSTRUCTION RECORD DRAWINGS 5 Know what's below. Call before you dip. N0. REVISION PCE ACS 39 N T I JBS JBS BY I DATE I APPR d8 d8 1\ 616 06 358LF SEE C1.01 SURVEYED: WITCH EVANS DESIGNED: JAMIE SCHROEDER DRAWN: PETER EVANS CHECKED: MJH APPROVED: xxx SCALE: 1 " = 30' ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/1991 DATUM MY OF RENTON • Planning/Building/Public Works Dept. CONSTRUCTION NOTES OSTABILIZED CONSTRUCTION ENTRANCE PER COR STD. PLAN 215.10 ON SHEET C1.100. 2O TREE PROTECTION FENCE PER DETAIL ON SHEET C1.101. 3O SILT FENCE PER COR STD. PLAN 214.00 ON SHEET C1.100. OAPPROX. LIMIT OF GRADING, SEE TYPICAL CLEARING LIMITS DETAIL ON SHT. C1.101. QCONSTRUCTION FENCING PER DETAIL ON SHEET C1.101. 6O INTERCEPTOR SWALE PER COR STD. PLAN 217.10 ON SHEET C1.100. O7 CHECK DAM AND SPACING PER COR STD. PLAN 217.40. O12" TEMP. CULVERT, APPROX. LENGTH AND SIZE PER PLAN, S=2% MIN. OGRAVEL CONE FILTER AND RISER PER DETAIL ON SHEET C1.101. 10 1.0 CY MIN. QUARRY SPALLS AT PIPE OR DITCH INLET OR OUTFALL. (-1-1)CATCH BASIN FILTER PER COR STD. PLAN 216.30 ON SHEET C1.100 12 TEMP. SED. POND PER DETAIL ON SHEET C1.101. 13 PERMANENT STORM DRAINAGE IMPROVEMENTS UTILIZED WITH TESC MEASURES, SEE SHT. C2.00 FOR DETAILS. LEGEND -X X X- SILT FENCE TREE PROTECTION FENCING /// // CONSTRUCTION FENCING TEMPORARY INTERCEPTOR DITCH WITH ROCK CHECK DAM SD PERMANENT SD FACILITY (SEE NOTE 3) RIP-RAP/QUARRY SHALL PAD Q CATCH BASIN INLET PROTECTION TEMPORARY CULVERT PROTECT EXIST. TREE, 0 SEE TREE PROTECTION DETAIL ON SHEET C1.101 Is ONAL 1;�, AR CONSTRUCTION RECORD DRAWING N THE AS -BUILT INFORMATION SHOWN ON THIS PLAN IS PER A FIELD SURVEY 0 30 60 PERFORMED AND DATA PROVIDED BY AXIS SURVEY & MAPPING AND/OR R-396107 PLAN IN FEET RECORD ITH�RMATION CON CONTRACTOR PROVIDEDBY IN COMPLIANCE WITH CITY OF RENTON STANDARDS MEADOWVUE ROADWAYGRADING, DRAINAGE AND SANITARY SEWER IMPROVEMENTS TESC PLAN 7/25/18 FIELDBOOK: PAGE: DRAWING NO: C1.02 7 43 SEE C1.02 1 11111 SEC. 14. TWP 23 N. R5E W.M. 1,, I mR; 11 1 1 1 1 1 1 1 NOTES: T O C'M O 0 LU Q J n LU O a LU 2 -u= CP I CONSULTANTS Site Planning - Civil Engineering Land Use Consulting - Project Management 11431 WILLOWS RD. NE, SUITE 120 REDMOND, WA 98052 Phone: (425) 285-2390 1 FAX: (425) 285-2389 www.cphconsuItants.com �O Know what's below. Call before you dip. 30 SILT FENCE PER COR STD. PLAN 214.00 ON SHEET C1.100. OAPPROX. LIMIT OF GRADING, SEE TYPICAL CLEARING LIMITS DETAIL ON SHT. C1.101. OCONSTRUCTION FENCING PER DETAIL ON SHEET C1.101. 60 INTERCEPTOR SWALE PER COR STD. PLAN 217.10 ON SHEET C1.100. 07 CHECK DAM AND SPACING PER COR STD. PLAN 217.40. O12" TEMP. CULVERT, APPROX. LENGTH AND SIZE PER PLAN, S=2i MIN. OGRAVEL CONE FILTER AND RISER PER DETAIL ON SHEET C1.101. 10 1.0 CY MIN. QUARRY SPALLS AT PIPE OR DITCH INLET OR OU TFALL. 11 CATCH BASIN FI L TER PER COR STD. PLAN 216.30 ON SHEET C1.100 12 TEMP. SED. POND PER DETAIL ON SHEET C1.101. 13 PERMANENT STORM DRAINAGE IMPROVEMENTS UTILIZED WITH TESC MEASURES, SEE SHT. C2.00 FOR DETAILS. 4. INSIALL CATCH BASIN PHUILC11UN AS SHUWN. 5. GRADE AND INSTALL CONSTRUCTION ENTRANCE(S). 6. INSTALL SILT FENCE AS SHOWN. 7. CONSTRUCT SEDIMENT POND AS SHOWN. 8. GRADE AND STABILIZE CONSTRUCTION ROADS. 9. CONSTRUCT SURFACE WATER CONTROLS (INTERCEPTOR DIKES, PIPE SLOPE DRAINS, ETC.) SIMULTANEOUSLY WITH CLEARING AND GRADING FOR PROJECT DEVELOPMENT. 10. MAINTAIN EROSION CONTROL MEASURES IN ACCORDANCE WITH APPENDIX D OF THE SURFACE WATER DESIGN MANUAL AND MANUFACTURER'S RECOMMENDATIONS. 11. RELOCATE EROSION CONTROL MEASURES OR INSTALL NEW MEASURES SO THAT AS SITE CONDITIONS CHANGE THE EROSION AND SEDIMENT CONTROL IS ALWAYS IN ACCORDANCE WITH THE CITY'S EROSION AND SEDIMENT CONTROL STANDARDS. 12. COVER ALL AREAS THAT WILL BE UNWORKED FOR MORE THAN SEVEN DAYS DURING THE DRY SEASON OR TWO DAYS DURING THE WET SEASON WITH STRAW, WOOD FIBER MULCH, COMPOST, PLASTIC SHEETING OR EQUIVALENT. 13. STABILIZE ALL AREAS THAT REACH FINAL GRADE WITHIN SEVEN DAYS. 14. SEED OR SOD ANY AREAS TO REMAIN UNWORKED FOR MORE THAN 30 DAYS. 15. UPON COMPLETION OF THE PROJECT, ALL DISTURBED AREAS MUST BE STABILIZED AND BMPS REMOVED. NPDES PERMIT #: WAR305741 N0. CONSTRUCTION PERMIT SUBMITTAL CONSTRUCTION RECORD DRAWINGS REVISION PCE 2/20/1 / JBS SURVEYED: MITCH EVANS ACS11127118 4 C� jBJ DESIGNED: JAMIE SCHROEDER DRAWN: PETER EVANS CHECKED: MJH BY DATE APPR APPROVED: SCALE: 1 " = 30' ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY VERTICAL: NAVD 1983 HORIZONTAL: NAD 1983/1991 Alf::�� DATU M b 0 30 60 PLAN IN FEET % C TY OF RENTON Planning/Building/Public Works Dept. 1. TEMPORARY CULVERTS, INTERCEPTOR DITCHES, AND CHECK DAMS ARE SHOWN APPROXIMATE. ACTUAL LIMITS AND LOCATIONS MAY VARY TO FACILITATE SITE CONDITIONS AND CONSTRUCTION ACTIVITIES. ADDITIONAL EROSION CONTROL MEASURES MAY BE REQUIRED AS DEEMED NECESSARY BY THE CITY OF RENTON INSPECTOR. 2. ALL EXISTING BUILDINGS, FENCES, AND OTHER STRUCTURAL IMPROVEMENTS IDENTIFIED WITHIN THE CLEARING LIMITS SHALL BE REMOVED AND PROPERLY DISPOSED PRIOR TO CLEARING. A SEPARATE DEMOLITION PERMIT SHALL BE SUBMITTED AND APPROVED BY THE CITY FOR ANY BUILDING OR STRUCTURE REMOVAL. 3. PERMANENT STORM DRAINAGE FACILITIES MAY BE USED FOR TEMPORARY STORM WATER COLLECTION AND CONVEYANCE CONTROLS IN CONJUNCTION WITH NECESSARY TEMPORARY BMP'S DURING CONSTRUCTION. ALL PERMANENT STORM DRAIN FACILITIES ACTIVE DURING CONSTRUCTION SHALL BE CLEANED AND/OR REPAIRED TO GOOD WORKING CONDITION PRIOR TO FINAL PROJECT CLOSEOUT. 4. ALL TREES WITHIN THE CLEARING LIMITS, EXCEPT AS NOTED TO BE PROTECTED SHALL BE REMOVED. 5. ADDITIONAL EROSION CONTROL MEASURES MAY BE REQUIRED AS DEEMED NECESSARY BY THE CITY OF REN TON. 6. THE SOIL MOISTURE HOLDING CAPACITY OF ALL NEW PERVIOUS SURFACE THAT AT PROJECT COMPLETION WILL NOT BE COVERED BY IMPERVIOUS SURFACE OR INCORPORATED INTO A DRAINAGE FACILITY MUST BE PROTECTED. THE DUFF LAYER AND NATIVE TOPSOIL SHALL BE RETAINED IN AN UNDISTURBED STATE TO THE MAXIMUM EXTENT FEASIBLE. 7. ANY DUFF LAYER OR TOPSOIL REMOVED DURING GRADING SHALL BE STOCKPILED ONSITE IN A DESIGNATED, CONTROLLED AREA NOT ADJACENT TO PUBLIC RESOURCES AND CRITICAL AREAS. THE MATERIAL SHALL BE REAPPLIED TO OTHER PORTIONS OF THE SITE WHERE FEASIBLE. 8. THE SOIL IN ANY AREA THAT HAS BEEN COMPACTED OR THAT HAS HAD SOME OR ALL OF THE DUFF LAYER OR UNDERLYING TOPSOIL REMOVED SHALL BE AMENDED TO MITIGATE FOR LOSS OF MOISTURE -HOLDING CAPACITY IN ACCORDANCE WITH THE REQUIRED SOIL AMENDMENTS ON SHEET C1.02. CONTRACTOR SHALL PROVIDE METHODS AND MATERIALS FOR SOIL AMENDMENT TO PROJECT ENGINEER AND/OR LANDSCAPE ARCHITECT FOR APPROVAL PRIOR TO CONSTRUCTION. 9. WATERING FOR DUST CONTROL MEASURES SHALL BE PERFORMED AND PROVIDED BY THE CONTRACTOR AS NECESSARY. 10. CLEARING, GRADING, AND RELATED ACTIVITIES FOR THIS PROJECT ARE SUBJECT TO THE APPLICABLE CONDITIONS OF THE DEPARTMENT OF ECOLOGY'S CONSTRUCTION STORMWATER GENERAL PERMIT (CSWGP). A COPY OF THE LETTER FROM THE DOE GRANTING COVERAGE UNDER THE CSWGP SHALL BE PROVIDED TO THE CITY PRIOR TO ANY CONSTRUCTION ACTIVITIES DISTURBING MORE THAN ONE ACRE OF THE SITE. NPDES PERMIT NO. WAR-305741. LEGEND X- SILT FENCE TREE PROTECTION FENCING CONSTRUCTION FENCING TEMPORARY INTERCEPTOR DITCH WITH ROCK CHECK DAM PERMANENT SD FACILITY (SEE NOTE 3) RIP-RAP/QUARRY SHALL PAD CATCH BASIN INLET PROTECTION TEMPORARY CULVERT PROTECT EXIST. TREE, SEE TREE PROTECTION DETAIL ON SHEET C1.101 CONSTRUCTION RECORD DRAWING 37610 O w� THE AS -BUILT INFORMATION SHOWN ' I S V, �� ON THIS PLAN IS PER A FIELD SURVEY F"' ��G PERFORMED AND DATA PROVIDED BY AXIS SURVEY & MAPPING AND/OR R-396106 1 l` RECORD ITH�RMATION CON CONTRACTOR PROVIDEDBY IN COMPLIANCE WITH CITY OF RENTON STANDARDS MEADOWVUE ROADWAYGRADING, DRAINAGE AND SANITARY SEWER IMPROVEMENTS TESC PLAN FIELD o/25/ 18 PAGE: DRAWING NO: C1.01 6 43 rol-9 SEC. 14, TW P 23 N , R 5 E W.M. FOUND SMALL PIECE OF BROKEN BRASS SURFACE DISK IN 3" DIAMETER CONC PLUGGED DRILL HOLE (03107) & (11116) T CITY OF RENTON MONUMENT #2103//WGS MONUMENT #3744. CITY RENTON PUBLISHED ELEVATION: 167. 013 M/54 .942 FT E. 1319243.764 (FT) \ FENCE CORNER 0.5" WGS PUBLISHED N: 180828.789 (FT) C� 146NO0016 \ GATE \ � \ � � 12" CEDAR ROW 1463400058 NORTH OF BOUNDARY CLFNC o \ \ — LINE METAL FOUND 5/8" REBAR WINO CAP, � o) 1463400057 cv co FNC FENCE CORNER 0.4 0.9 N. OF CORNER \ (11108116) z NORTH OF \ BOUNDARY LINE \ - - - - 12'C FENCE CORNER 0.7' w 1 IDE X \ \ 1 \ \ I \ \ \ 10'C�8 C NORTH OF 7418000160 4' TALL 5-STRAND BARB ��\ 501M N88°14'41' 594.19 �, _ BOUNDARY LINE \ 1' TALL CONCRETE �� 2„C \ \ \ \ \ (N88°13'40"W 594.55PLAV \ �� 27C \ jC 3 1' k I RUBBLE WALL \ \ \ N88°14'40"W 594.30'R5) \ \ 0.5' NORTH OF BOUNDARY \ CORNER ( � ECT) 1 i\ �0"C \ \ \ \ FENCE CORNER ON _ m \ I \ \ \ \ \ BLDG BOUNDARY LINE — — \ _ 22`C — — \ \ \ \ NO FD + — \ 1 1 CB, T-1 (7024) W/ GRATE Q\ — I RIM 414.54 12" ADS 1E J \ \ \ \ \ \ \ \ \ \ — / 12" ADS IE 411.92 (S) n 2",14",12",12'M \ \ \ \ \ \ \ w I\ I I \\ \\ \\ \ \\ \\ \\ \\\ \Aj0 rn �\ GATE \ \ I \ \ \ \ \ \ \ GATE \ \ NO BARBWIRE 1C \ \ � FENCE CORNER 0.5' WEST \ N \ \ \ \ \ — \ \ T-POST LINE OF BOUNDARY LINE / o \ 6'; 8'C I \ \ \ \ \ \ \ \ \ \ \-[] + + d O o \ 32'C \ �I \ \ \ \ \ \ \ \ \ \ 6BFNC 67CY 12'CY \ 12"C 0",16"M \ \\ \\ \ \ \\ \\ \\ 4\\LL 0 \ d — 4"C \ \ \ \ \ \ — \ + \ l 6'FR \ — { 1423059046 Q o \ \ \ \ \ \ �6'FR Q \ C \ 2 �34'C \ \ \ \ \ \ \ \ \ \ \ \ CONCRETE P D W/ TIMBER I - —O TBM B' G \ 34'C \ \ \ \ 8"C \ \ \ BORDER I 1 STOR HOSE FRAME —, _ \ 2' CONCRETE \ \ \ \ \ �. EL 412.24 \ — — \ \ \ B. TIE 13833 156TH AVE SE y � aP RUBBLE RET.EWALLEAST \ l — — — — \ \ \ \ \ BORDER TPN 1463400060 - _ Q � / CB, T-1 (7033) ( ) 12'C / I \ \ \ \ \ \ 8'HW GATE / W/ GRATE \ \ \ \ \RIM 409.14 8" CINDER ��8a _ \ \ \ \ \ \ 9. \ \ ® I 12" CONC 1E 407.12 (E) BLOCK WALL — — / \ \ \ \ \ \ \ \ \ GATE \ a FENCE CORNER 0.3' WEST m 12" ADS IE 407.02 (N) \\ FFE=411.0' �F BOND RY LINE 12" CONC IE 406.74 (S) W/ T CEDAR FNC — — — \ \ \ \ \ \ \ \ 30'C0� 16"COT 8 M o SNAG SNAG 89' N ELECTf�IC \ \ \ \ 42'M KEY PEN \ \ \ 8'F � "' FENCE \ \ \ \ \ \ DIRT FLOOR 26'POP \ 25' \ GAS 18 ® -1 SWING \ 24»C o =°� + + \ \ \ \ \ \ 26'POP L \ \ ( \ ,�qS m / CULV 12'CONC GATE �� + \ \ \ \ \ — SNAG \ \ EEP) / a a n c} 1 Q M� o IE = 407.42' cP, 8';12 18'A o o \ + \ \ \ \ \ \ \ 6'.6'M 70 32'POP o + \ SNAG 24'POP\ \ \ o0 \ \ \ \ SNAG \ 12 ;1O�V + W M, __ 0 o \ \ \ ST 6'M o \ \ \ \ \ �biro C \) I \ \ \ \ \ \ \ \ PST PST �F LL SPLIT RAIL TALL\\ \ \ GATE OLD PIN FLAG — 4 TAtL — — N \ \ \ \ \ \ NO PAINT EA T-WEST z SE 5TH PL 0 P — _ 4'HWFNCE CORNER 0.6' WEST T� BP BARN 16"C / + \ \ \ \ WOOD PST i / \ \ \ \ \ \ \ \ \ \ OF BOUNDARY LINE FFE=386.7' I . ( \ \ \ \ \ \ — — — — — I � \ 46'M � — — 4O"C 16'A \ \ \ \ \ \ \ \ \ \ \ \ SE 19TH PL' o SE 5TH PL' , CB, T-1 (7039) In BRICK WALL — 386� it \ I L 8'M \ \ \ \ \ \ \ \ OO \ 02� \ w mI � RIM 407.52 \ \ CROSSWALK' \ (nW/ GRATE 8'HW W \ \ J 2 \ \ \ \ \ \ \ \ \ — — — — _ °p o 12" CONC IE 404.95 (E) 6",6'D III \\ \\ \\\ \�\\\�9 �9c4—\ \ \\\�--\\�o� ~ /f/ 12" CONC IE 404.88 (S) 4C I \ \ \ \ \�� \\�9 6\� \\ \�� 0 9425200010 1' PAVERS \ \ \ \ 3q �� \ I > Un g'; g ; g';10';10'M \ �9 2 \ COMCAST � I / W/ GRATE RIM 406.89 — — — — m 12" ADS IE 404.49 (S) l \ 4'C \ \ \ \ \ \ \ \ 4' TALL I 1 C2 ONC IE-40T.50 (N) Bq FOUND 1/2" ; — —1 \\ \ \ \ \\ \ ;34'M \ \ I — \ REBAR WINO * I \ \ \ \140 26';14 C P, BENT 0.25' Ntj! 3.5X4' MAKESHIFT mod, \ \ \ \ \'� CULV 12'ADS NE CATCH BASIN \ \ \ \ \ \ L>i� I IE = 401.74' L ATED AT N / \ 4' HWFNC W T-P STS CORNER IS \ \ \ \ \ \ \ \ \ \ BASE OF�BEND l \ 16'C / \Q \ \ \ \ 0.4' EAST & 0.7' NORTH OF CC \ \ \ � \ \ � CULV 12"GONG GND LVL, 0. — I Q \ \ — \ 4' HWFNC W/ T-POSTS CORNER IS (11110116) �, \ \ BOUNDARY CORNER 6' PYRAMIDALIS \ \ \ \ \ I IE = 400.95' T U 3' GATE 1%" CEDAR ROW \ 0.8' WEST & 2.6' NORTH OF �- \ O — _ \ CC \ \ \ \ BOUNDARY CORNER 9425200012 `O N88°1930"W 594.35' \ \ CULV 12'CONC RHODODENDRON HEDGE j�T — — _ + + N88'18'35"W 5 4.86PLAT\ + \ + \\ \ C = 400.31' END OF UTILITY PAINT + / 382 -w �— TBM E $ \ \ + R 1 I ro ELEV = 386.18' Q POWER CROSSING o \ I PAINT MARK � > I � ;f, SET X' IN TOP SOUTHWEST CORNER OF 10" CEDAR ROW � � 14' ELY\i � 1463400062 4 M/ 3.7' TALL BRICK COLUMN m Y SURVEY DATA EXISTING BOUNDARY, TOPOGRAPHIC, AND PLANIMETRIC INFORMATION SHOWN ON THIS PLAN AND OTHERS IN ELEVATION: 421.94' (R2) - THE WOODS AT HIGHLANDS PARK (CURRENTLY UNDER OFFICIAL REVIEW) THIS SET WERE USED AS A BASIS FOR DESIGN AND REPRESENT FIELD SURVEY DATA AND MAPPING PREPARED TBM 8' (R3) - BOUNDARY LINE ADJUSTMENT NO. L09L0017, RECORDED IN VOLUME 263, BY AXIS SURVEY & MAPPING (AXIS JOB NO. 16-223), AS PROVIDED BY THE PROJECT OWNER, AND DOES NOT SET FILED 'X' IN TOP WESTERLY FLANGE BOLT ON FIRE HYDRANT LOCATED AT THE NE QUADRANT OF THE PAGE 194, RECORDS OF KING COUNTY WASHINGTON. REPRESENT WORK BY CPH CONSULTANTS. THE FOLLOWING SURVEY DATA WAS PROVIDED WITH THE INTERSECTION OF 156TH AVE SE & SE 139TH PL. (R4) - RECORD OF SURVEY BY C & C SURVEYING, RECORDED IN VOLUME 80, TOPOGRAPHIC MAP BY AXIS SURVEY & MAPPING: ELEVATION: 412.24' PAGE 188, RECORDS OF KING COUNTY, WASHINGTON. (R5) - SHORT PLAT NO. L9550020, RECORDED IN VOLUME 115, PAGE 196, LEGAL DESCRIPTION TBM 'C' RECORDS OF KING COUNTY, WASHINGTON. SET CHISELED SQUARE IN THE NW CORNER OF A WATER VAULT LOCATED AT THE EAST EDGE OF 156TH AVE SE, (R6) - RECORD OF SURVEY BY CONCEPT ENGINEERING, INV., RECORDED IN VOLUME EASEMENTS AND LEGAL DESCRIPTION ARE BASED ON THE COMMITTMENT FOR TITLE INSURANCE BY FIRST AMERICAN +/- 75' NORTH OF THE INTERSECTION OF 156TH AVE SE & SE 5TH PL. 78, PAGE 1, RECORDS OF KING COUNTY, WASHINGTON. TITLE INSURANCE COMPANY, ORDER NO. 4266-2536097, DATED AUGUST 11, 2016, AT 7.30 A.M. ELEVATION: 400.02' (R7) - RECORD OF SURVEY BY TRIAD ASSOCIATES, RECORDED IN VOLUME 209, LOT 4, BLOCK 2, CEDAR RIVER FIVE ACRE TRACTS, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 16 OF PAGE 095, RECORDS OF KING COUNTY, WASHINGTON. TBM D' (R8) - RECORD OF SURVEY BY GEODETIC SURVEYING SERVICES, RECORDED IN PLATS, PAGE 52, RECORDS OF KING COUNTY, WASHINGTON. AT THE TOP POINT OF THE A' IN IOWA' STAMPED IN THE BONNET OF A FIRE HYDRANT LOCATED AT +/- VOLUME 253, PAGE 279, RECORDS OF KING COUNTY, WASHINGTON. SOUTHWESTERLY CORNER SITE. (R9) - RECORD OF SURVEY BY KENNETH J. OYLER, C.E. & L.S., RECORDED IN DATUM 3' ABOVE GRADE. VOLUME 18, PAGE 278, RECORDS OF KING COUNTY, WASHINGTON. HORIZONTAL DATUM: NAD '83191 PER CITY OF RENTON CONTROL POINT #2103 ELEVATION: 385.00' (R10) - RECORD OF SURVEY BY CAVNESS ENGINEERS INC., RECORDED IN VOLUME VERTICAL DATUM: NAVD '88 PER CITY OF RENTON CONTROL POINT #2103 TBM E' 12, PAGE 10, RECORDS OF KING COUNTY, WASHINGTON. ORIGINATING BENCHMARK: TOP SOUTHWEST CORNER OF 1.2' X 1.2' X 3.6' TALL BRICK COLUMN LOCATED AT THE NORTH SIDE OF THE DRIVEWAY EQUIPMENT NOTES CITY OF RENTON CONTROL POINT #2103 TO HOUSE NO. 14010 AT 154TH AVE SE. FOUND SMALL PIECE OF BROKEN BRASS SURFACE DISK IN 3" DIAMETER CONC PLUGGED DRILL HOLE (03107) & ELEVATION: 386.18' PRIMARY CONTROL POINTS AND ACCESSIBLE MONUMENT POSITIONS WERE FIELD MEASURED UTILIZING GLOBAL (11116) POSITIONING SYSTEM (GPS) SURVEY TECHNIQUES USING LEICA GS14 GPS/GNSS EQUIPMENT EQUIPMENT. MONUMENT ELEVATION: 547.942' BASIS OF BEARING POSITIONS THAT WERE NOT DIRECTLY OBSERVED USING GPS SURVEY TECHNIQUES WERE TIED INTO THE CONTROL POINTS UTILIZING LEICA ELECTRONIC 1201 TOTAL STATIONS FOR THE MEASUREMENT OF BOTH ANGLES AND CITY OF RENTON PUBLISHED HELD A BEARING OF NORTH 0029'18" EAST ALONG THE MONUMENTED CENTERLINE OF 156TH AVE SE DISTANCES. THIS SURVEY MEETS OR EXCEEDS THE STANDARDS SET BY WACS 332-130-0801090. FOUND PUNCH MARK IN 3/8" BRASS PIN IN CONC. MONUMENT IN CASE, DN. 1.4' 0.09'W OF SECTION LINE NOTES ELEVATION: 372.359' REFERENCES: TEMPORARY BENCHMARK: KING COUNTY ASSESSORS MAP FOR THE SW 1/4, SEC. 14, TWP. 23N., RGE 05E., W.M. UTILITY LOCATIONS SHOWN HEREON ARE BASED UPON ASBUILT FIELD LOCATION OF EXISTING STRUCTURES. FIELD TBM A' PLAT - CEDAR RIVER FIVE ACRE TRACTS, ACCORDING TO THE PLAT THEREOF LOCATION OF UTILITIES BASED ON LOCATOR PAINT MARKINGS AND LOCATIONS BASED ON UTILITY MAPS FROM CITY SET RAILROAD SPIKE IN EAST FACE OF A UTILITY POLE W/ LIGHT LOCATED AT THE WEST SIDE OF THE INTERSECTION RECORDED IN VOLUME 16 OF PLATS, PAGE 52, RECORDS OF KING COUNTY, WASHINGTON. AND UTILITY DRAWINGS INDICATING REPORTED UTILITY INSTALLATIONS. OTHER UTILITIES MAY EXIST. NO SUB -SURFACE OF SE 138TH PL & 156TH AVE SE. (R1) - HIGHLAND ESTATES, ACCORDING TO THE PLAT THEREOF RECORDED IN EXPLORATION WAS MADE TO VERIFY UTILITY ROUTINGS AND THE ROUTING OF ALL BURIED UTILITIES SHOULD BE 0.7' ABOVE GRADE VOLUME 212 OF PLATS, PAGES 10-13, RECORDS OF KING COUNTY, WASHINGTON. CONFIRMED WITH THE UTILITY PURVEYOR AND EXPOSED IN AREAS CRITICAL TO DESIGN FOR VERIFICATION. THE INFORMATION DEPICTED ON THIS MAP REPRESENTS THE RESULTS OF A SURVEY MADE ON NOVEMBER 4-14, 2016 AND CAN ONLY BE CONSIDERED AS INDICATING THE GENERAL CONDITIONS EXISTING AT THAT TIME. THIS SURVEY DISCLOSES FACTORS OF RECORD AND ON THE GROUND AFFECTING THE SUBJECT PROPERTY BOL BUT IT DOES NOT PURPORT TO LEGALLY RESOLVE RELATED PROPERTY LINE DISPUTES. WHERE AMBIGUITIES AF NOTED, AXIS RECOMMENDS THAT THE OWNER CONSULT WITH LEGAL COUNSEL TO DETERMINE HOW BEST TO INTERPRET THEIR PROPERTY RIGHTS AND ADDRESS ANY POTENTIAL PROPERTY LINE DISPUTES. CONSTRUCTION PERMIT SUBMITTAL PCE 2/20/17 JBS SURVEYED: SCALE: MITCH EVANS » HORIZONTAVERTICL: ID 1983991 CONSULTANTS CONSTRUCTION RECORD DRAWINGS ACS 112711 JBS DESIGNED: = 300TY OF Site Planning - Civil Engineering , Q N DRAWN: JAMBE SCHROEDER RENTON Land Use Consulting - Project Management PETER EVANS 11431 WILLOWS RD. NE, SUITE 120 O ONE INCH DATU M Q 30 60 CHECKED: AT FULL SCALE REDMOND, WA 98052 MJH Planning/Building/Public Works Dept. Phone: (425) 285-2390 1 FAX: (425) 285-2389 Know what'IF NOT ONE INCH s @ OW. APPROVED: SCALE ACCORDINGLY n CI PH Call before you dip. PLAN IN FEET N0. REVISION BY DATE APPR xxx sht 901 R CH CC nnci iltnntc I I All Riahtc RPRPY\/afI "ZONAL �•- o CONSTRUCTION RECORD DRAWING THE AS —BUILT INFORMATION SHOWN ON THIS PLAN IS PER A FIELD SURVEY PERFORMED AND DATA PROVIDED BY AXIS SURVEY & MAPPING AND/OR R-396104 RECORD ITH�RMATION CON CONTRACTOR PROVIDEDBY IN COMPLIANCE WITH CITY OF RENTON STANDARDS J 0— W MEADOWVUE DATE7/25/18 0 > ROADWAYGRADING, DRAINAGE AND SANITARY SEWER IMPROVEMENTS FIELDBOOK PAGE: EXISTING CONDITIONS DRAWING NO O C0.10 0 SHEET: A 0743 UI SEC. 14, TWP 23 N, R5E W.M. T (.0 V J C'M i i w Q J I w > O 0 a LU G CITY OF RENTON STANDARD NOTES SANITARY SEWER NOTES AND SPECIFICATIONS 1. ALL WORK AND WORK MATERIALS SHALL BE IN CONFORMANCE WITH THE STANDARDS AND SPECIFICATIONS OF THE CITY OF RENTON PLANNING BUILDING PUBLIC WORKS DEPARTMENT AND THE LATEST EDITION OF THE WSDOT APWA STANDARDS AND SPECIFICATIONS AS APPROVED AND MODIFIED BY THE CITY OF RENTON STANDARD PLANS & SPECIFICATIONS. A SET OF APPROVED PLANS SHALL BE KEPT ON SITE AT ALL TIMES DURING CONSTRUCTION. 2. THE HOURS OF WORK IN THE STREET RIGHT OF WAY SHALL BE PER CITY SPECIFICATIONS ON WEEKDAYS UNLESS OTHERWISE APPROVED IN WRITING BY THE PLANNING/BUILDING/PUBLIC WORKS DEPARTMENT. AN APPROVED TRAFFIC CONTROL PLAN MUST BE OBTAINED PRIOR TO BEGINNING ANY WORK WITHIN PUBLIC RIGHT OF WAY. 3. ALL LOCATIONS OF EXISTING UTILITIES SHOWN ARE APPROXIMATE AND IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE TRUE AND CORRECT LOCATION SO AS TO AVOID DAMAGE OR DISTURBANCE. 4. A PRE -CONSTRUCTION CONFERENCE AND A 24 HOUR NOTICE SHALL BE REQUIRED PRIOR TO STARTING NEW CONSTRUCTION. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO SECURE ALL NECESSARY PERMITS PRIOR TO STARTING CONSTRUCTION. (INSPECTION WILL BE ACCOMPLISHED BY A REPRESENTATIVE OF THE CITY OF RENTON.) IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE PUBLIC WORKS INSPECTOR 24 HOURS IN ADVANCE OF BACKFILLING ALL CONSTRUCTION. 5. CONTRACTOR IS SOLELY RESPONSIBLE FOR THE MEANS, METHODS AND SEQUENCES OF CONSTRUCTION AND FOR THE SAFETY OF WORKERS AND OTHERS ON THE CONSTRUCTION SITE. 6. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO OBTAIN STREET USE AND ANY OTHER RELATED PERMITS PRIOR TO ANY CONSTRUCTION. 7. PLANS APPROVED BY THE CITY OF RENTON, PUBLIC WORKS DEPARTMENT SHALL TAKE PRECEDENCE OVER ALL OTHER PLANS. 8. A COPY OF THESE APPROVED PLANS MUST BE ON THE JOB SITE WHENEVER CONSTRUCTION IS IN PROGRESS 9. THE CONTRACTOR SHALL PROVIDE THE CITY OF RENTON WITH AN AS -BUILT DRAWING OF THE SANITARY SEWER SYSTEM WHICH HAS BEEN STAMPED AND SIGNED BY A LICENSED PROFESSIONAL ENGINEER OR LICENSED PROFESSIONAL SURVEYOR. 10. BACKFILL SHALL BE PLACED EQUALLY ON BOTH SIDES OF THE PIPE IN LAYERS WITH LOOSE AVERAGE DEPTH OF 6 INCHES, MAXIMUM DEPTH OF 8 INCHES, THOROUGHLY TAMPING EACH LAYER TO 95 PERCENT OF MAXIMUM DENSITY. THESE COMPACTED LAYERS MUST EXTEND FOR ONE PIPE DIAMETER ON EACH SIDE OF THE PIPE OR TO THE SIDE OF THE TRENCH. MATERIALS TO COMPLETE THE FILL OVER PIPE SHALL BE THE SAME AS DESCRIBED. 11. OPEN CUT ROAD CROSSINGS FOR UTILITY TRENCHES ON EXISTING TRAVELED ROADWAY SHALL BE BACKFILLED WITH CRUSHED ROCK AND MECHANICALLY COMPACTED UNLESS OTHERWISE APPROVED BY THE CITY. 12. DATUM FOR VERTICAL CONTROL SHALL BE NORTH AMERICAN VERTICAL DATUM 1988 METERS, AND FOR HORIZONTAL CONTROL SHALL BE NORTH AMERICAN DATUM 198311991 METERS UNLESS OTHERWISE APPROVED BY THE CITY OF RENTON PUBLIC WORKS DEPARTMENT. REFERENCE BENCHMARK AND ELEVATIONS ARE NOTED ON THE PLANS. 13. ALL DISTURBED AREAS SHALL BE SEEDED AND MULCHED OR OTHERWISE STABILIZED TO THE SATISFACTION OF THE DEPARTMENT FOR THE PREVENTION OF ON -SITE EROSION AFTER THE COMPLETION OF CONSTRUCTION. 14. ALL PIPE AND APPURTENANCES SHALL BE LAID ON A PROPERLY PREPARED FOUNDATION IN ACCORDANCE WITH THE STANDARDS AND SPECIFICATIONS OF THE CITY OF RENTON PLANNING/BUILDING/PUBLIC WORKS DEPARTMENT AND THE LATEST EDITION OF THE WSDOT/APWA STANDARDS AND SPECIFICATIONS, AS APPROVED AND MODIFIED BY THE CITY OF RENTON IN THE RENTON STANDARD PLANS AND SPECIFICATIONS. THIS SHALL INCLUDE NECESSARY LEVELING OF THE TRENCH BOTTOM OR THE TOP OF THE FOUNDATION MATERIAL, AS WELL AS PLACEMENT AND COMPACTION OF REQUIRED BEDDING MATERIAL, TO UNIFORM GRADE SO THAT THE ENTIRE LENGTH OF THE PIPE WILL BE SUPPORTED ON A UNIFORMLY DENSE, UNYIELDING BASE. PIPE BEDDING SHALL BE PEA GRAVEL 6 INCHES ABOVE AND BELOW THE PIPE. 15. SANITARY SEWER PIPE SHALL BE POLYVINYL CHLORIDE (PVC) RUBBER GASKETED ASTM D 3034, SDR 35, OR DUCTILE IRON CLASS 50, UNLESS OTHERWISE APPROVED BY THE WASTEWATER UTILITY. 16. IN UNIMPROVED AREAS, MANHOLE TO EXTEND MINIMUM 6 INCHES AND MAXIMUM 12 INCHES ABOVE FINISHED GRADE OR MUST HAVE MINIMUM 2' DIAMETER CONCRETE RING POURED AT GRADE. IN PAVED AREA, COVER MUST SLOPE IN ALL DIRECTIONS TO MATCH PAVING. SANITARY SEWER NOTES AND SPECIFICATIONS ALL OF THE FOLLOWING PROVISIONS FOR WET SEASON CONSTRUCTION ARE DETAILED IN THE REFERENCED SECTIONS. THESE REQUIREMENTS ARE LISTED HERE FOR THE CONVENIENCE OF THE DESIGNER AND THE REVIEWER. 1. THE ALLOWED TIME THAT A DISTURBED AREA MAY REMAIN UNWORKED WITHOUT COVER MEASURES IS REDUCED TO TWO CONSECUTIVE WORKING DAYS, RATHER THAN SEVEN (SECTION D.2.1.2). 2. STOCKPILES AND STEEP CUT AND FILL SLOPES ARE TO BE PROTECTED IF UNWORKED FOR MORE THAN 12 HOURS (SECTION D.2.1.2). 3. COVER MATERIALS SUFFICIENT TO COVER ALL DISTURBED AREAS SHALL BE STOCKPILED ON SITE (SECTION D.2.1.2). 4. ALL AREAS THAT ARE TO BE UNWORKED DURING THE WET SEASON SHALL BE SEEDED WITHIN ONE WEEK OF THE BEGINNING OF THE WET SEASON (SECTION D.2.1.2.6). 5. MULCH IS REQUIRED TO PROTECT ALL SEEDED AREAS (SECTION D.2.1.2.2). 6. FIFTY LINEAR FEET OF SILT FENCE (AND THE NECESSARY STAKES) PER ACRE OF DISTURBANCE MUST BE STOCKPILED ON SITE (SECTION D.2.1.3.1). 7. CONSTRUCTION ROAD AND PARKING LOT STABILIZATION ARE REQUIRED FOR ALL SITES UNLESS THE SITE IS UNDERLAIN BY COARSE -GRAINED SOIL (SECTION D.2.1.4.2). 8. SEDIMENT RETENTION IS REQUIRED UNLESS NO OFFSITE DISCHARGE IS ANTICIPATED FOR THE SPECIFIED DESIGN FLOW (SECTION D.2.1.5). 9. SURFACE WATER CONTROLS ARE REQUIRED UNLESS NO OFFSITE DISCHARGE IS ANTICIPATED FOR THE SPECIFIED DESIGN FLOW (SECTION D.2.1.6). 10. PHASING AND MORE CONSERVATIVE BMPS MUST BE EVALUATED FOR CONSTRUCTION ACTIVITY NEAR SURFACE WATERS (SECTION D.2.4.3). 11. ANY RUNOFF GENERATED BY DEWATERING MAY BE REQUIRED TO DISCHARGE TO THE SANITARY SEWER (WITH APPROPRIATE DISCHARGE AUTHORIZATION), PORTABLE SAND FILTER SYSTEMS, OR HOLDING TANKS (SECTION D.2.2). ENVIRONMENTAL REVIEW COMMITTEE MITIGATION MEASURES 1. THE PROPOSED SUBDIVISION SHALL IMPLEMENT LEVEL 3 FLOW CONTROL PER THE CURRENT CITY OF RENTON SURFACE WATER STANDARDS IN RSWDWW, 2. THE APPLICANT PROJECT SHALL BE RESPONSIBLE FOR PAYING THEIR FAIR SHARE OF THE COST OF A NEW SIGNAL TO BE INSTALLED AT THE 156TH AVENUE SE/SE 142ND PLACE INTERSECTION. A FEE IN THE AMOUNT OF $4,961.83 (13 NEW PM PEAK HOUR TRIPS/1,320 TOTAL PM PEAK HOUR TRIPS= 0.00992x $500,000= $3,435) SHALL BE PAID PRIOR TO THE RECORDING OF THE FINAL PLAT CP J CONSULTANTS Site Planning - Civil Engineering Land Use Consulting - Project Management 11431 WILLOWS RD. NE, SUITE 120 REDMOND, WA 98052 Phone: (425) 285-2390 1 FAX: (425) 285-2389 www.cphconsuItants.com SURFACE WATER DRAINAGE NOTES AND SPECIFICATIONS 1. THESE NOTES SHALL APPEAR ON PROJECTS FOR THE SURFACE WATER UTILITY. 2. BEFORE ANY CONSTRUCTION OR DEVELOPMENT ACTIVITY OCCURS, A PRE -CONSTRUCTION MEETING MUST BE HELD BETWEEN THE CITY OF RENTON PLAN REVIEW SECTION AND THE APPLICANT. 3. ALL DESIGN AND CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE RENTON MUNICIPAL CODE (RMC), THE LATEST EDITION OF THE 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. IT SHALL BE THE SOLE RESPONSIBILITY OF THE APPLICANT AND THE PROFESSIONAL CIVIL ENGINEER TO CORRECT ANY ERROR, OMISSION OR VARIATION FROM THE ABOVE REQUIREMENTS FOUND IN THESE PLANS. ALL CORRECTIONS SHALL BE AT NO ADDITIONAL COST TO THE CITY. 4. APPROVAL OF THIS ROAD, GRADING, PARKING AND DRAINAGE PLAN DOES NOT CONSTITUTE AN APPROVAL OF ANY OTHER CONSTRUCTION (E.G. DOMESTIC WATER CONVEYANCE, SEWER CONVEYANCE, GAS, ELECTRICAL ETC.) THE SURFACE WATER DRAINAGE SYSTEM SHALL BE CONSTRUCTED ACCORDING TO THE APPROVED PLANS, WHICH ARE ON FILE WITH THE CITY. ANY DEVIATION FROM THE APPROVED PLANS WILL REQUIRE WRITTEN APPROVAL FROM THE CITY OF RENTON PUBLIC WORKS DEPARTMENT, SURFACE WATER UTILITY SECTION. 5. A COPY OF THESE APPROVED PLANS MUST BE ON THE JOB SITE WHENEVER CONSTRUCTION IS IN PROGRESS. 6. GRADING ACTIVITIES (SITE ALTERATION) ARE LIMITED TO THE HOURS OF 7 A.M. TO 7 P.M. MONDAY THROUGH SATURDAY AND NO WORK ON SUNDAY IS ALLOWED, UNLESS OTHERWISE APPROVED WITH A WRITTEN DECISION BY THE CITY OF RENTON. 7. IT SHALL BE THE APPLICANTS/CONTRACTORS RESPONSIBILITY TO OBTAIN ALL CONSTRUCTION EASEMENTS NECESSARY BEFORE INITIATING OFF -SITE WORK. EASEMENTS REQUIRE CITY REVIEW AND APPROVAL PRIOR TO CONSTRUCTION. 8. FRANCHISED UTILITIES OR OTHER INSTALLATIONS THAT ARE NOT SHOWN ON THESE APPROVED PLANS SHALL NOT BE CONSTRUCTED UNLESS AN APPROVED SET OF PLANS THAT MEET ALL REQUIREMENTS OF CHAPTER 4 OF THE SURFACE WATER DESIGN MANUAL ARE SUBMITTED TO THE CITY OF RENTON. 9. DATUM SHALL BE NAVD 88 UNLESS OTHERWISE APPROVED BY THE CITY OF RENTON. REFERENCE BENCHMARK AND ELEVATION ARE NOTED ON THE PLANS. 10. ANY DEWATERING SYSTEM NECESSARY FOR THE CONSTRUCTION OF STORMWATER FACILITIES MUST BE SUBMITTED TO THE CITY FOR REVIEW AND APPROVAL. 11. ALL UTILITY TRENCHES AND ROADWAY SUBGRADE SHALL BE BACKFILLED AND COMPACTED TO 95 PERCENT DENSITY, STANDARD PROCTOR. 12. OPEN CUTTING OF EXISTING ROADWAYS FOR NON -FRANCHISED UTILITY OR STORM DRAINAGE WORK IS NOT ALLOWED UNLESS SPECIFICALLY APPROVED BY THE CITY OF RENTON AND NOTED ON THESE APPROVED PLANS. ANY OPEN CUT SHALL BE RESTORED IN ACCORDANCE WITH THE CITY OF RENTON TRENCH RESTORATION STANDARDS. 13. 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. 14. 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. 15. ALL PIPE AND APPURTENANCES SHALL BE LAID ON A PROPERLY PREPARED FOUNDATION IN ACCORDANCE WITH THE CURRENT STATE OF WASHINGTON STANDARD SPECIFICATION FOR ROAD AND BRIDGE CONSTRUCTION. THIS SHALL INCLUDE NECESSARY LEVELING OF THE TRENCH BOTTOM OR THE TOP OF THE FOUNDATION MATERIAL, AS WELL AS PLACEMENT AND COMPACTION OF REQUIRED BEDDING MATERIAL, TO UNIFORM GRADE SO THAT THE ENTIRE LENGTH OF THE PIPE WILL BE SUPPORTED ON A UNIFORMLY DENSE, UNYIELDING BASE. ALL PIPE BEDDING SHALL BE APWA CLASS "C", WITH THE EXCEPTION OF PVC PIPE. 16. STEEL PIPE SHALL BE ALUMINIZED, OR GALVANIZED WITH ASPHALT TREATMENT #1 OR BETTER INSIDE AND OUTSIDE. 17. ALL DRAINAGE STRUCTURES, SUCH AS CATCH BASINS AND MANHOLES SHALL HAVE SOLID LOCKING LIDS. ALL DRAINAGE STRUCTURES ASSOCIATED WITH A PERMANENT RETENTION/DETENTION FACILITY SHALL HAVE SOLID LOCKING LIDS. 18. BUILDING AND OTHER STRUCTURES SHALL BE PLACED IN ACCORDANCE WITH TABLE 4.1 EASEMENT WIDTHS AND BUILDING SETBACKS LINES. 19. ALL CATCH BASIN GRATES SHALL BE DEPRESSED 0.10 FEET BELOW PAVEMENT LEVEL. 20. ALL DRIVEWAY CULVERTS LOCATED WITHIN CITY OF RENTON RIGHT-OF-WAY SHALL BE OF SUFFICIENT LENGTH TO PROVIDE A MINIMUM 3: 1 SLOPE FROM THE EDGE OF THE DRIVEWAY TO THE BOTTOM OF THE DITCH. ROCK FOR EROSION PROTECTION OF ROADSIDE DITCHES, WHERE REQUIRED, SHALL BE OF SOUND QUARRY ROCK PLACED TO A DEPTH OF ONE (1) FOOT AND MUST MEET THE FOLLOWING SPECIFICATIONS: 4 - 8 INCH ROCK / 40 - 70% PASSING, 2 - 4 INCH ROCK / 30 - 40Z PASSING, AND LESS THAN 2 INCH ROCK / 10 - 20% PASSING. 21. 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. 22. DRAINAGE OUTLETS (STUB -OUTS) SHALL BE PROVIDED FOR EACH INDIVIDUAL LOT, EXCEPT FOR THOSE LOTS APPROVED FOR INFILTRATION BY THE CITY. STUB -OUTS SHALL CONFORM TO THE FOLLOWING: A. EACH OUTLET SHALL BE SUITABLY LOCATED AT THE LOWEST ELEVATION ON THE LOT, SO AS TO SERVICE ALL FUTURE ROOF DOWNSPOUTS AND FOOTING DRAINS, DRIVEWAYS, YARD DRAINS, AND ANY OTHER SURFACE OR SUBSURFACE DRAINS NECESSARY TO RENDER THE LOTS SUITABLE FOR THEIR INTENDED USE. EACH OUTLET SHALL HAVE FREE -FLOWING, POSITIVE DRAINAGE TO AN APPROVED STORMWATER CONVEYANCE SYSTEM OR TO AN APPROVED OUTFALL LOCATION. B. OUTLETS ON EACH LOT SHALL BE LOCATED WITH A FIVE -FOOT -HIGH, 2" X 4" STAKE MARKED "STORM" OR "DRAIN". THE STUB -OUT SHALL EXTEND ABOVE SURFACE LEVEL, BE VISIBLE, AND BE SECURED TO THE STAKE. C. PIPE MATERIAL SHALL CONFORM TO UNDERDRAIN SPECIFICATIONS DESCRIBED IN CHAPTER 4 OF THE SURFACE WATER DESIGN MANUAL AND, IF NON-METALLIC, THE PIPE SHALL BE PLACED IN A TRENCH WITH A TRACING WIRE ABOVE OR OTHER ACCEPTABLE DETECTION. D. PRIVATE DRAINAGE EASEMENTS ARE REQUIRED FOR DRAINAGE SYSTEMS DESIGNED TO CONVEY FLOWS THROUGH INDIVIDUAL LOTS. E. THE APPLICANT/CONTRACTOR IS RESPONSIBLE FOR COORDINATING THE LOCATIONS OF ALL STUBOUT CONVEYANCE LINES WITH RESPECT TO OTHER UTILITIES (E.G. POWER, GAS, TELEPHONE, TELEVISION). F. ALL INDIVIDUAL STUB -OUTS SHALL BE PRIVATELY OWNED AND MAINTAINED BY THE LOT HOME OWNER. G. STORM DRAINAGE PIPE SYSTEMS SHALL NOT PENETRATE BUILDING FOUNDATIONS, EXCEPT FOR SUMP PUMP DISCHARGE LINES USED TO DRAIN CRAWL SPACES, PROVIDED THE SUMP PUMP SYSTEM INCLUDES BACKFLOW PREVENTION OR A CHECK VALVE. 23. ALL DISTURBED PERVIOUS AREAS (COMPACTED, GRADED, LANDSCAPED, ETC.) OF THE DEVELOPMENT SITE MUST DEMONSTRATE ONE OF THE FOLLOWING: THE EXISTING DUFF LAYER SHALL BE STAGED AND REDISTRIBUTED TO MAINTAIN THE MOISTURE CAPACITY OF THE SOIL, OR; AMENDED SOIL SHALL BE ADDED TO MAINTAIN THE MOISTURE CAPACITY. 24. PROOF OF LIABILITY INSURANCE SHALL BE SUBMITTED TO THE CITY PRIOR TO CONSTRUCTION PERMIT ISSUANCE. 25. 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. 26. 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 PAGE 4 PERFORMANCE OF WORK. 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. 27. PROJECT LOCATED WITHIN THE AQUIFER PROTECTION AREA (APA) SHALL COMPLY WITH SPECIAL REQUIREMENT #6 OF THE SURFACE WATER DESIGN MANUAL AND AQUIFER PROTECTION REGULATIONS (RMC 4-3-050). HEARING EXAMINER CONDITIONS OFAPPROVAL THE PROPOSED PRELIMINARY PLAT IS APPROVED, SUBJECT TO THE FOLLOWING CONDITIONS. 1. THE APPLICANT SHALL COMPLY WITH THE MITIGATION MEASURES ISSUED AS PART OF THE DETERMINATION OF NON -SIGNIFICANCE MITIGATED, DATED APRIL 14, 2017. 2. THE APPLICANT SHALL OBTAIN A DEMOLITION PERMIT AND COMPLETE ALL REQUIRED INSPECTIONS FOR THE REMOVAL OF THE EXISTING SINGLE FAMILY RESIDENCE AND ACCESSORY STRUCTURES PRIOR TO FINAL PLAT RECORDING. 3. THE APPLICANT SHALL PROVIDE A MINIMUM OF TEN FEET (10) OF ON -SITE LANDSCAPING ALONG ALL PUBLIC STREET FRONTAGES. A FINAL DETAILED LANDSCAPE PLAN CONSISTENT WITH RMC 4-8-120 SHALL BE SUBMITTED TO AND APPROVED BY THE CURRENT PLANNING PROJECT MANAGER PRIOR TO ISSUANCE OF A CONSTRUCTION PERMIT. 4. THE APPLICANT SHALL PROVIDE A LANDSCAPED AREA AROUND THE ENTIRE DETENTION POND PURSUANT TO RMC 4-4-070(H)(6)(C). A FINAL DETAILED LANDSCAPE PLAN CONSISTENT WITH RMC 4-8-120 SHALL BE SUBMITTED TO AND APPROVED BY THE CITY OF RENTON PROJECT MANAGER PRIOR TO ISSUANCE OF A CONSTRUCTION PERMIT. 5. THE APPLICANT SHALL COMPLY WITH THE MINIMUM TREE DENSITY REQUIREMENTS ON ALL LOTS. A FINAL DETAILED LANDSCAPE PLAN SHALL BE SUBMITTED IDENTIFYING COMPLIANCE WITH TREE DENSITY REQUIREMENTS FOR REVIEW AND APPROVAL BY THE CITY OF RENTON PROJECT MANAGER PRIOR TO ISSUANCE OF A CONSTRUCTION PERMIT. 6. A STREET LIGHTING PLAN SHALL BE SUBMITTED AT THE TIME OF CONSTRUCTION PERMIT REVIEW FOR REVIEW AND APPROVAL BY THE CITY'S PLAN REVIEWER PRIOR TO ISSUANCE OF A CONSTRUCTION PERMIT. 7. THE APPLICANT SHALL ENSURE THE INSTALLATION OF SPRINKLER SYSTEMS IN ALL FUTURE HOMES ON THE PLAT, AS CONDITIONED IN THE VARIANCE GRANTED BY THE RENTON FIRE AUTHORITY ON APRIL 3, 2017, AND SHALL RECORD THIS CONDITION ON THE FACE OF THE FINAL PLAT. 8. THE APPLICANT SHALL CREATE A HOME OWNERS ASSOCIATION ('HOA) THAT MAINTAINS ALL IMPROVEMENTS AND LANDSCAPING IN THE STORM TRACT AND ANY AND ALL OTHER COMMON IMPROVEMENTS. A DRAFT OF THE HOA DOCUMENTS SHALL BE SUBMITTED TO, AND APPROVED BY, THE CURRENT PLANNING PROJECT MANAGER AND THE CITY ATTORNEY PRIOR TO FINAL PLAT RECORDING. SUCH DOCUMENTS SHALL BE RECORDED CONCURRENTLY WITH THE FINAL PLAT. 9. ALL PROPOSED STREET NAMES SHALL BE APPROVED BY THE CITY. 10. IN COMPLIANCE WITH RMC 4-7-200(E), CABLE TV CONDUITS SHALL BE UNDERGROUNDED AT THE SAME TIME AS OTHER BASIC UTILITIES ARE INSTALLED TO SERVE EACH LOT. 11. THE APPLICANT SHALL CONFORM TO THE SURVEYING, MONUMENT AND STREET SIGNAGE REQUIREMENTS OF RMC 4-7-210. 12. ALL PROPOSED UTILITIES SHALL BE UNDERGROUND AND CONSTRUCTED IN A MANNER WHICH WILL PERMIT THE PLANTING OF TREES. CONSTRUCTION PERMIT SUBMITTAL PCE CONSTRUCTION RECORD DRAWINGS ACS �O Know what's below. Call before you dip. N0. REVISION BY 120111 JBS SURVEYED: WITCH EVANS 12711 JBS DESIGNED: JAMIE SCHROEDER DRAWN: PETER EVANS CHECKED: MJH DATE APPR I APPROVED: xxx SCALE: ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/1991 DATU M EROSION CONTROL NOTES 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 WITH THE CITY OF RENTON, PUBLIC WORKS DESIGN ENGINEER. 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 AS CONSTRUCTED 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 PERMITEE. 6. THE EROSION AND SEDIMENTATION CONTROL SYSTEMS DEPICTED ON THIS DRAWING ARE INTENDED TO BE MINIMUM REQUIREMENTS TO MEET ANTICIPATED SITE CONDITIONS. AS CONSTRUCTION PROGRESSES AND UNEXPECTED OR SEASONAL CONDITIONS DICTATE, THE PERMITEE 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 PERMITEE 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 1ST TROUGH MARCH 30TH) 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 1ST THROUGH MARCH 30TH, 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. 17. ALL ESC MEASURES MUST BE REMOVED AFTER CONSTRUCTION ACTIVITY IS COMPLETE. WET SEASON SPECIAL PROVISIONS ALL OF THE FOLLOWING PROVISIONS FOR WET SEASON CONSTRUCTION ARE DETAILED IN THE REFERENCED SECTIONS. THESE REQUIREMENTS ARE LISTED HERE FOR THE CONVENIENCE OF THE DESIGNER AND REVIEWER. 1. 2. 3. 4. 5. 6. 7. 8. 9. 10. 11. THE ALLOWED TIME THAT A DISTURBED AREA MAY REMAIN UNWORKED WITHOUT COVER MEASURES IS REDUCED TO TWO CONSECUTIVE WORKING DAYS, RATHER THAN SEVEN (CITY OF RENTON SURFACE WATER DESIGN MANUAL SECTION D.2.1.2) STOCKPILES AND STEEP CUT AND FILL SLOPES ARE TO BE PROTECTED IF UNWORKED FOR MORE THAN 12 HOURS (CITY OF RENTON SURFACE WATER DESIGN MANUAL SECTION D.2.1.2). COVER MATERIALS SUFFICIENT TO COVER ALL DISTURBED AREAS SHALL BE STOCKPILED ON SITE (CITY OF RENTON SURFACE WATER DESIGN MANUAL SECTION D.2.1.2). ALL AREAS THAT ARE TO BE UNWORKED DURING THE WET SEASON SHALL BE SEEDED WITHIN ONE WEEK OF THE BEGINNING OF THE WET SEASON (CITY OF RENTON SURFACE WATER DESIGN MANUAL SECTION D.2.1.2.6). MULCH IS REQUIRED TO PROTECT ALL SEEDED AREAS (CITY OF RENTON SURFACE WATER DESIGN MANUAL SECTION D.2.1.2.2). FIFTY LINEAR FEET OF SILT FENCE (AND THE NECESSARY STAKES) PER ACRE OF DISTURBANCE MUST BE STOCKPILED ON SITE (CITY OF RENTON SURFACE WATER DESIGN MANUAL SECTION D.2.1.3.1). CONSTRUCTION ROAD AND PARKING LOT STABILIZATION ARE REQUIRED FOR ALL SITES UNLESS THE SITE IS UNDERLAIN BY COARSE GRAINED SOIL (CITY OF RENTON SURFACE WATER DESIGN MANUAL SECTION D.2.1.4.2). SEDIMENT RETENTION IS REQUIRED UNLESS NO OFFSITE DISCHARGE IS ANTICIPATED FOR THE SPECIFIED DESIGN FLOW (CITY OF RENTON SURFACE WATER DESIGN MANUAL SECTION D.2.1.5). SURFACE WATER CONTROLS ARE REQUIRED UNLESS NO OFFSITE DISCHARGE IS ANTICIPATED FOR THE SPECIFIED DESIGN FLOW (CITY OF RENTON SURFACE WATER DESIGN MANUAL SECTION D.2.1.6). PHASING AND MORE CONSERVATIVE BMPS MUST BE EVALUATED FOR CONSTRUCTION ACTIVITY NEAR SURFACE WATERS (CITY OF RENTON SURFACE WATER DESIGN MANUAL SECTION D.2.4.3). ANY RUNOFF GENERATED BY DEWATERING MAY BE REQUIRED TO DISCHARGE TO THE SANITARY SEWER (WITH APPROPRIATE DISCHARGE AUTHORIZATION), PORTABLE SAND FILTER SYSTEMS, OR HOLDING TANKS (CITY OF RENTON SURFACE WATER DESIGN MANUAL SECTION D.2.2). _ a ■ REN I'll �Fn,ioa Planning/Building/Public Works Dept. R-396103 "TONAL �• o� CONSTRUCTION RECORD DRAWING THE AS -BUILT INFORMATION SHOWN ON THIS PLAN IS PER A FIELD SURVEY PERFORMED AND DATA PROVIDED BY AXIS SURVEY & MAPPING AND/OR RECORD INFORMATION PROVIDED BY THE CONTRACTOR IN COMPLIANCE WITH CITY OF RENTON STANDARDS MEADOWVUE ROADWAY GRADING, DRAINAGE AND SANITARY SEWER IMPROVEMENTS CITY OF RENTON STANDARD NOTES 7/25/18 FIELDBOOK: PAGE: DRAWING N0: CO.02 3 43 Cfl O T O O O i T a J C'7 T O O O i T ,@I Q J 0- W O Q W 75 T M C'M w LEGEND ROADWAY CENTERLINE PROJECT BOUNDARY LINE PROPERTY BOUNDARY LINE RIGHT-OF-WAY LINE EASEMENT LINE EDGE OF PAVEMENT LINE 10' CONTOUR LINE EXISTING - - - - 290 - PROPOSED - - - -------- 2' CONTOUR LINE II SANITARY SEWER MAIN SS SS L U WATER LINE W W W FIRE SUPPLY E F F STORM PIPE SD GAS LINE GAS GAS O FENCE LINE X 0 Q WOOD FENCE o o o o c w POWER LINE OP BURIED POWER LINE BY UTILITY EASEMENT - - - TELEPHONE LINE T BURIED TELEPHONE LINE B T SWALE --- --- SILT FENCE -X X X X X- CONSTRUCTION FENCING CLEARING LIMIT SANITARY SEWER CLEAN OUT O SANITARY SEWER MANHOLE 0 STORM DRAIN CATCH BASIN - TYPE I ❑ STORM DRAIN CATCH BASIN - TYPE II ❑ - YARD DRAIN O STORM DRAIN INLET (NO CATCH) 0 STORM DRAIN CULVERT WATER CAP/PLUG WATER COUPLING ❑ GUARD POST 0 • REDUCER > ► THRUST BLOCK WATER METER 19 2 NOZZLE FIRE HYDRANT Q A 3 NOZZLE FIRE HYDRANT T FLANGE/BOND FL JOINT II II MECHANICAL JOINT E E PUSH-ON/HUB JOINT c C THREAD JOINT AIR RELIEF VALVE ❑ If BLOW -OFF VALVE 1 BUTTERFLY VALVE w CHECK VALVE N N GATE/GENERAL VALVE H PLUG VALVE GAS METER o 0 GAS VALVE �I PAD MOUNTED TRANSFORMER ❑ POWER VAULT 0 EEI TRANSMISSION TOWER (SCALEABLE) ❑ UTILITY POLE -0- POWER POLE -0- UTILITY POLE ANCHOR TELEPHONE RISER 0 TELEPHONE VAULT ❑ T BUS STOP B J=SJ BUS MAIL BOX RIP RAP ROCKERY SHRUB GENERAL SIGN F i REGULATORY SIGN �- TREE (CONIFER) ❑ ❑ TREE (DECIDUOUS) ❑ 0 YARD LIGHT X BRIDGE/TUNNEL ❑ - - ❑ ASPHALT PAVEMENT CONCRETE a a CP -1 CONSULTANTS Site Planning - Civil Engineering Land Use Consulting - Project Management 11431 WILLOWS RD. NE, SUITE 120 REDMOND, WA 98052 Q Phone: (425) 285-2390 1 FAX: (425) 285-2389 w www.cphconsuItants.com J Copyright © 2018 CPH Consultants, LLC. All Rights Res SEC. 14, ABBREVIATIONS TWP 23 N, R5E W.M. AC ASPHALT CONCRETE PAVEMENT LCPE LINED CORRUGATED POLYETHYLENE PIPE AP ANGLE POINT LF LINEAL FEET ASS'Y. ASSEMBLY LT LEFT ATB ASPHALT TREATED BASE LUI LAND USE INSPECTOR AVE AVENUE MAX. MAXIMUM BCR BEGIN CURB RETURN MFR. MANUFACTURER BDRY BOUNDARY MH MANHOLE BOC BACK OF CURB MIN. MINIMUM BOW BOTTOM OF WALL MJ MECHANICAL JOINT CENTERLINE N NORTH CB CATCH BASIN NIC NOT IN CONTRACT CDF CONTROLLED DENSITY FILL O.C. ON CENTER CMP CORRUGATED METAL PIPE PC POINT OF CURVATURE CONCRETE CONC. PE PLAIN END CONN. CONNECTION PI POINT OF INTERSECTION CON T. CONTINUOUS PL. PLACE COR CITY OF RENTON PT POINT OF TANGENCY CPP CORRUGATED POLYETHYLENE PIPE PVI POINT OF VERTICAL INTERSECTION (W/SMOOTH INTERIOR WALLS) PVMT PAVEMENT CSBC CRUSHED SURFACING BASE COURSE PUE PUBLIC UTILITY EASEMENT CSTC CRUSHED SURFACING TOP COURSE REQ'D. REQUIRED DIAM. DIAMETER RP RADIUS POINT DI DUCTILE IRON RR REDMOND RIDGE DW DRIVEWAY RRE REDMOND RIDGE EAST UPD E EAST ROW RIGHT-OF-WAY ECR END CURB RETURN R T RI GH T ELEV. ELEVATION S SOUTH EOP EDGE OF PAVEMENT SD STORM DRAIN ESC EROSION AND SEDIMENT CONTROL SP. SPACE ESD ENTERING SIGHT DISTANCE SS SANITARY SEWER ESMT. EASEMENT SSD STOPPING SIGHT DISTANCE EVA EMERGENCY VEHICLE ACCESS STA STATION EXIST. EXISTING TESC TEMPORARY EROSION AND SEDIMENT CONTROL FL FLOW LINE TOC TOP OF CURB FL. FLANGE TYP. TYPICAL FOC FACE OF CURB TB TOP BACK OF WALK HORIZ. HORIZONTAL TOW TOP OF WALL IE INVERT ELEVATION UNO UNLESS NOTED OTHERWISE IN T. INTERSECTION VERT. VERTICAL IN INVERT WSDOT WASHINGTON DEPT. OF TRANSPORTATION W/ WI TH W WEST INS WATER SERVICE CONSTRUCTION MATERIALS MATERIAL WSDOT SPEC (UNLESS OTHERWISE NOTED) CRUSHED SURFACING TOP COURSE 9-03.9(3) CRUSHED SURFACING BASE COURSE 9-03.9(3) ASPHALT TREATED BASE (ATB) 9-03.6 PIPE ZONE BEDDING 9-03.12(3) WASHED DRAIN ROCK 9-03.12(5) CLEAN SAND 9-03.13 QUARRY SPALLS 9-13.6 ASPHAL T CEMENT CONCRETE 9-02.1 & 9-03.8 NA TI VE FILL MATERIAL AND STRUCTURAL BORROW 9-03.14(3) IMPORTED STRUCTURAL FILL MATERIAL 9-03.14(3) IMPORTED SELECT FILL MATERIAL 9-03.14(1) GEOTEXTILE OR GEOTEX FABRIC 9-33.2, TABLE 3 (MIRAFI 60OX OR EQUAL) GEO-FABRIC SILT FENCE 9-33.2, TABLE 6 (MIRAFI 10OX OR EQUAL) NON -WOVEN GEOTEXTILE OR GEOTEX FABRIC 9-33.2, TABLE 1 & 2 (MIRAFI 140N OR EQUAL) UNSUI TABLE EXCA VA TION 2- 03.3(14)E, F GRA VEL BORROW 9-03.14(1) REVISED FOR 57. MAX. PASSING A US NO. 200 SIEVE RIP RAP (HEAVY) 9-11.1(1) RIP RAP (LIGHT) 9-13.1(2) RIP RAP (HAND PLACED) 9-13.2 LINED CORRUGATED POLYETHYLENE PIPE (LCPE) 9-05.1(7) PORTLAND CEMENT CONCRETE 6.02.3(2)B DUCTILE IRON PIPE 9-05.13 CONCRETE PIPE 9-05.7 CORRUGATED METAL PIPE (CMP) 9-05.1(2) PVC PIPE 9-05.12 BLACK VINYL COATED CHAIN LINK FENCE 9.16.1 WSDOT STANDARD PLAN L-2 TYPE 1 OR TYPE 3 WITH VINYL COATING CONSTRUCTION PERMIT SUBMITTAL CONSTRUCTION RECORD DRAWINGS 5 Know what's below. Call before you dip. N0. REVISION PCE 2/20/l / JBS SURVEYED: WITCH EVANS A_E ACS 112711 JBS DESIGNED: JAVIE SCHROEDER DRAWN: PETER EVANS ONE INCH CHECKED: MJH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY BY DATE APPR APPROVED: xxx VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/1991 DATUM GENERAL PROJECT NOTES 1. ALL WORKMANSHIP, METHODS AND MATERIALS FOR THIS PROJECT SHALL CONFORM TO THE LATEST EDITION OF THE STANDARD SPECIFICATIONS FOR ROAD, BRIDGE, AND MUNICIPAL CONSTRUCTION AS PRODUCED BY INSDOT AND THE WASHINGTON STATE CHAPTER OF THE APWA; AND CITY OF RENTON; AND ALL AMENDMENTS TO THE STANDARDS SPECIFICATIONS AND SPECIAL PROVISIONS PROVIDED BY THESE PLANS OR OTHER CONTRACT DOCUMENTS FOR THE PROJECT 2. EXISTING UTILITIES ARE SHOWN IN THESE PLANS PER THE LATEST AVAILABLE INFORMATION. THE CONTRACTOR SHALL VERIFY THE LOCATIONS OF ALL UTILITIES AND RELATED SURFACE FEATURES WITHIN THE PROJECT AREA AND NOTIFY THE ENGINEER OF ANY DISCREPANCIES WITH THE PLAN INFORMATION PRIOR TO CONSTRUCTION. THE CONTRACTOR SHALL, AT MINIMUM, CONTACT THE UNDERGROUND UTILITIES LOCATE CENTER (1-800-424-5555) TO HAVE UTILITIES VERIFIED ON THE GROUND PRIOR TO CONSTRUCTION. 3. THE EROSION AND SEDIMENTATION CONTROL (ESC) MEASURES SHOWN IN THESE PLANS SHALL BE CONSIDERED A MINIMUM. THE CONTRACTOR SHALL PROVIDE ANY REASONABLE ADDITIONAL MEASURES AS MAY BE REQUIRED TO FACILITATE ACTUAL SITE RUNOFF CONDITIONS AT THE TIME OF CONSTRUCTION. ALL NECESSARY EROSION AND SEDIMENTATION CONTROL MEASURES SHALL BE IN -PLACE PRIOR TO ANY DEMOLITION OR CONSTRUCTION ACTIVITIES. 4. ALL NEW PAVEMENT, SIDEWALKS, AND CURB AND GUTTER INSTALLED BY THIS PROJECT SHALL BEAR ON SUITABLE, COMPACT FOUNDATION SOILS IN ACCORDANCE WITH THE REQUIREMENTS OF THE STANDARD SPECIFICATIONS AND PROJECT CONTRACT DOCUMENTS. SIMILAR EXISTING FACILITIES TO REMAIN, WHICH ARE DISTURBED OR DAMAGED DURING CONSTRUCTION, SHALL BE REPLACED IN -KIND TO THE SAME STANDARDS OF NEW FACILITIES. 5. ALL PAVEMENT MARKINGS SHALL CONFORM TO THE WSDOT STANDARD PLANS AND SPECIFICATIONS AS AMENDED OR SUPPLEMENTED BY THE PROJECT PLANS, DETAILS, AND SPECIFICATIONS AS PROVIDED IN THE CONTRACT DOCUMENTS. ALL STREET SIGNS SHALL BE INSTALLED BY THE DEVELOPER. 6. ALL EXISTING ON -SITE WELLS OR SEPTIC TANKS SHALL BE PROPERLY ABANDONED AND/OR DECOMMISSIONED BY A LICENSED CONTRACTOR, CERTIFIED TO PERFORM SUCH WORK, AND WRITTEN VERIFICATION OF ABANDONMENT AND/OR DECOMMISSIONING SHALL BE PROVIDED TO THE OWNER, WASHINGTON STATE DEPARTMENT OF ECOLOGY, AND KING COUNTY HEALTH DEPARTMENT IN ACCORDANCE WITH APPLICABLE AGENCY REGULATIONS. 7. THE MATERIALS AND METHODS OF INSTALLATION FOR ALL SANITARY SEWER FACILITIES SHALL BE IN ACCORDANCE WITH THE LATEST CITY OF RENTON STANDARDS, AND GENERAL REQUIREMENTS AND DETAILS FOR SEWER MAIN CONSTRUCTION. 8. AT LEAST TWO COPIES OF THESE PLANS SHALL BE ON THE JOB SITE WHEN CONSTRUCTION IS IN PROGRESS. THE CONTRACTOR SHALL ALSO HAVE COPIES OF THE APPLICABLE REGULATORY AGENCY STANDARDS AVAILABLE AT THE JOB SITE DURING THE RELATED CONSTRUCTION OPERATIONS. ALL APPLICABLE PERMITS SHALL BE OBTAINED PRIOR TO ANY CONSTRICTION ACTIVITY. ONE COMPLETE SET OF PROJECT PLANS WITH RECORDS OF AS -BUILT INFORMATION SHALL BE PROVIDED TO THE PROJECT ENGINEER AT THE END OF THE PROJECT. 9. THE CONTRACTOR SHALL COORDINATE ACTIVITIES OF ALL UTILITY PURVEYORS IMPACTED BY WORK FOR THIS PROJECT AND SHALL CONTACT THEM PRIOR TO CONSTRUCTION TO SCHEDULE WORK FOR PROVISIONS FOR AND BE RESPONSIBLE TO SUPPORT, MAINTAIN, OR OTHERWISE PROTECT AND KEEP IN SERVICE ALL EXISTING UTILITIES WHETHER SHOWN OR NOT SHOWN ON THESE PLANS DURING CONSTRUCTION. 10. UTILITIES, OR INTERFERING PORTIONS OF UTILITIES, THAT ARE ABANDONED IN PLACE SHALL BE REMOVED BY THE CONTRACTOR TO THE EXTENT NECESSARY TO COMPLETE THE PROPOSED WORK. THE CONTRACTOR SHALL PLUG THE REMAINING EXPOSED ENDS OF ABANDONED UTILITIES. CUTTING AND PLUGGING OF LINES TO BE ABANDONED SHALL BE CONSIDERED INCIDENTAL TO OTHER WORK PERFORMED. 11. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO ENSURE THAT ALL PROVISIONS OF THE SOILS REPORT FOR THE SITE BE OBSERVED AND COMPLIED WITH DURING ALL PHASES OF SITE PREPARATION, GRADING OPERATIONS, FOUNDATION, SLAB AND PAVING CONSTRUCTION. THE CONTRACTOR SHALL NOTIFY THE PROJECT ENGINEER IMMEDIATELY OF ANY PROVISION OF THE SOIL REPORT WHICH CONFLICT WITH INFORMATION SHOWN ELSEWHERE ON THESE DRAWINGS, OR WHICH REQUIRES FURTHER CLARIFICATION. 12. THE CONTRACTOR OR OWNER SHALL OBTAIN THE SERVICES OF A QUALIFIED SOILS ENGINEER AND/OR TESTING AGENCY TO PERFORM SUBGRADE/BACKFILL DENSITY TESTS OR TO DIRECT THE REMOVAL AND REPLACEMENT OF ANY UNSUITABLE MATERIALS DURING CONSTRUCTION. A REPRESENTATIVE OF THE SOILS ENGINEER AND/OR TESTING AGENCY SHALL BE AVAILABLE TO OBSERVE AND TO VERIFY FIELD CONDITIONS AS WORK PROCEEDS. THE SOILS ENGINEER SHALL SUBMIT FIELD REPORTS AS REQUIRED TO CERTIFY THE METHODS AND MATERIALS ARE IN ACCORDANCE WITH PROJECT SPECIFICATIONS. THE CONTRACTOR SHALL COORDINATE THE APPROPRIATE SOILS INSPECTIONS AND TESTING. 13. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING ADEQUATE TRAFFIC CONTROL DURING CONSTRUCTION ADJACENT TO OR WITHIN ALL PUBLIC ROADWAYS. TRAFFIC CONTROL MEASURES SHALL BE IN PLACE PRIOR TO ANY CONSTRUCTION ACTIVITY IN THE RIGHT OF WAY. TRAFFIC CONTROL PLANS SHALL BE APPROVED BY THE CITY. THE CONTRACTOR SHALL MAINTAIN ACCESS TO ALL PRIVATE PROPERTY DRIVEWAYS DURING CONSTRUCTION. ROADWAY DESIGN CRITERIA 156TH AVE SE (PUBLIC) ROAD CLASSIFICATION: MINOR ARTERIAL POSTED SPEED: 25 MPH DESIGN SPEED: 25 MPH STOPPING SIGHT DISTANCE. N/A ENTERING SIGHT DISTANCE. N/A 154TH AVE SE (PUBLIC) ROAD CLASSIFICATION: N/A POSTED SPEED: 25 MPH DESIGN SPEED: 25 MPH STOPPING SIGHT DISTANCE: N/A ENTERING SIGHT DISTANCE. N/A C TY OF RENTON • Planning/Building/Public Works Dept SE 5TH PLACE (PUBLIC) ROAD CLASSIFICATION: POSTED SPEED: DESIGN SPEED: STOPPING SIGHT DISTANCE: ENTERING SIGHT DISTANCE: RESIDENTIAL ACCESS 25 MPH 25 MPH N/A N/A "TONAL �• o� CONSTRUCTION RECORD DRAWING THE AS -BUILT INFORMATION SHOWN ON THIS PLAN IS PER A FIELD SURVEY PERFORMED AND DATA PROVIDED BY AXIS SURVEY & MAPPING AND/OR R-396102 RECORD ITH�RMATION CON CONTRACTOR PROVIDEDBY IN COMPLIANCE WITH CITY OF RENTON STANDARDS MEADOWVUE ROADWAYGRADING, DRAINAGE AND SANITARY SEWER IMPROVEMENTS LEGEND, ABBREVIATIONS, AND GENERAL NOTES 7/25/18 FIELDBOOK: PAGE: DRAWING N0: C0.01 2 43