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HomeMy WebLinkAboutAB-4054LO C) CD i 0 W U) z Q CD 2 w Q U) rr a 0 w U a R w m z LLJJ IC PROJEC T CON TA C IS.- OWNER/APPLICANT ............................ HARBOUR HOMES, LLC ..........................................................400 N 34TH STREET, SUITE 300 .......................................................... SEATTLE, WASHINGTON 98103 .......................................................... (206) 315-8130 .......................................................... CONTACT. JAMIE WALTIER .......................................................... JWAL TIERI HARBOURHOMES. COM CIVIL ENGINEER/SURVEYOR............... D.R. STRONG CONSULTING ENGINEERS, INC. .......................................................... 620 - 7th AVENUE .......................................................... KIRKLAND, WASHINGTON 98033 .......................................................... (425) 827-3063 .......................................................... CONTACT. YOSHIO L. PIEDISCALZI, P.E. .......................................................... YOSHIO.PIEDISCALZI@DRSTRONG.COM .......................................................... CONTACT. JAMES G. REICHHOFF, P.L.S. .......................................................... JAMES.REICHHOFF@DRSTRONG.COM GEOTECHNICAL ENGINEER .................. EARTH SOLUTIONS NW, LLC ..........................................................1805 - 136 TH PL NE, SUITE 201 ..........................................................BELLEVUE, WA 98005 ...... ....... ....... . ...... I ...... .................. (425) 449-4704 ...... ............. ....... ........ ....... I.......... CONTACT. KYLE CAMPBELL, P.E. TRAFFIC ENGINEER ............................. TRAFFEX ..........................................................11410 NE 124TH ST., #590 .... . ...... I ...... I ...... I ...... I.........................KIRKLAND, WA 98034 .......................................................... (425) 522-4118 .......................................................... CONTACT: LARRY D. HOBBS, PE .......................................................... LARRY@IVWTRAFFEX.COM LANDSCAPE ARCHITECT ..................... VARLEY VARLEY VARLEY ..........................................................1274J NE 170TH LANE .......................................................... WOODINVILLE, WA 98072 .......................................................... (425) 466-0515 .......................................................... CONTACT. JEFF VARLEY .......................................................... VA RL E Y_ JEFF@H 0 TMA IL. C OM SHEET INDEX C1 1 OF 28 COVER SHEET C2 2 OF 28 TOPOGRAPHY MAP C3 3 OF 28 HORIZONTAL AND VERTICAL CONTROL PLAN C4 4 OF 28 TREE RETENTION PLAN C5 5 OF 28 ON SITE TREE RETENTION TABLE C6 6 OF 28 CLEARING AND TESC PLAN C7 7 OF 28 TESC NOTES AND DETAILS C8 8 OF 28 TESC NOTES AND DETAILS C9 9 OF 28 ROAD AND GRADING PLAN C10 10 OF 28 ADA RAMP DETAILS C11 11 OF 28 STANDARD WSDOT RAMP AND STREET SIGN DETAILS C12 12 OF 28 ROAD AND MAILBOX DETAILS C13 13 OF 28 ROAD CROSS SECTIONS C14 14 OF 28 STORM DRAINAGE PLAN C15 15 OF 28 SE 141ST PLACE STORM DRAINAGE PLAN AND PROFILE C16 16 OF 28 160TH AVE SE STORM DRAINAGE PLAN AND PROFILE C17 17 OF 28 BYPASS EASEMENT STORM DRAINAGE PLAN AND PROFILE C18 18 OF 28 162ND AVE SE STORM DRAINAGE PLAN AND PROFILE C19 19 OF 28 VAULT DETAILS C20 20 OF 28 STORM DRAINAGE DETAILS C21 21 OF 28 STORM DRAINAGE DETAILS C22 22 OF 28 STORMFIL TER DETAIL C23 23 OF 28 SEWER EXTENSION PLAN C24 24 OF 28 SEWER PLAN AND PROFILE C25 25 OF 28 SEWER PLAN AND PROFILE C26 26 OF 28 SANITARY SEWER DETAILS C27 27 OF 28 CHANNELIZATION AND SINGAGE PLAN C28 28 OF 28 COMPOSITE UTILITY PLAN L-1 1 OF 3 LANDSCAPE PLAN L-2 2 OF 3 LANDSCAPE PLAN L-3 3 OF 3 LANDSCAPE PLAN IL 1 OF 3 ILLUMINATION PLAN IL2 2 OF 3 ILLUMINATION DETAILS IL3 3 OF 3 ILLUMINATION DETAILS 1 1 OF 4 EXISTING CONDITIONS 2 2 OF 4 PROPOSED PROJECT 3 3 OF 4 BUFFER ENHANCEMENT PLANTING PLAN 4 4 OF 4 PRELIMINARY BUFFER ENHANCEMENT PLANTING PLAN S1 1 OF 3 STRUCTURAL NOTES AND TYP. DETAILS S2 2 OF 3 VAULT LID AND FOUNDATION PLANS AND DETAILS S3 3 OF 3 WALL SECTIONS AND DETAILS S31 1 OF 1 BRIDGE PLAN, STRUCTURAL NOTES AND TYP. DETAILS 1 � Call 2 Working Days Before You Dig 811 Utilities Underground Location Center OD,MT,ND,OR,WA) PI E / �O pF WA S � SC -10 53232 is RFG/STEREp �\ S/ONAL �ZO 4 TA NORTH GRAPHIC SCALE 0 50 100 200 1 INCH = 100 FT. PROJECT DESCRIPTION. ADDRESS OF THE PROPERTY.•....14120 160TH AVE. SE, RENTON, WA PARCEL NUMBER.........................145750-0110 EXISTING ZONING: ....................... R-4 PROPOSED DWELLING UNITS ....... 13 ACREAGE.....................................4.49 ACRES (195,531 S.F.) GROSS PERMITTED DENSITY .................... 4.00 DU/ACRE PROPOSED DENSITY .................... 3.66 DU/ACRE R.O.W. AREA: .............................. 0.73 ACRES (31,907 S.F.) WORK WITHIN EXISTING R.O.W.:... 0.23 ACRES (9,892 S.F.) CRITICAL AREA: ............................ 0.04 ACRES (1, 730 S.F.) PROPOSED USE ........................... SINGLE FAMILY DETACHED HOUSING SEWER DISTRICT • .........................CITY OF RENTON WATER DISTRICT ..........................KING COUNTY WATER DISTRICT 90 SCHOOL DISTRICT •...................... ISSAQUAH #411 FIRE DISTRICT ............................. CITY OF RENTON TELEPHONE SERVICE ................... CENTURY LINK POWER SOURCE .......................... PUGET SOUND ENERGY LIST OF TRACTS: TRACT "A" STORM DRAINAGE................................0.122 ACRES (5,308 SF) TRACT 'B" SENSITIVE AREA..................................0.465 ACRES (20,246 SF) TRACT "C" TREE RETENTION ..................................0. 080 ACRES (3, 500 SF) GENERAL NOTES.- 1. ALL EXISTING STRUCTURES TO REMAIN. 2. A 5- YEAR TIER II TEMPORARY USE PERMIT WILL BE APPLIED FOR THE EXISTING STRUCTURES OCCUPYING LOTS 8 AND 9. TOTAL SITE AREA: ...................................... 4.489 ACRES (195,531 S.F.) GROSS DISTURBED SITE AREA: .............................. 4.123 ACRES (179, 630 S.F.) NEW IMPERVIOUS SURFACE AREA..............1.93 ACRES (83,941 S.F.) REPLACED IMPERVIOUS SURFACE AREA:..0.08 ACRES (3,427 S.F.) BUILDING COVERAGE ALLOWED BY ZONING:...............................35q IMPERVIOUS AREA ALLOWED BY ZONING:.................................507. ERC MI TIGA TION MEASURES. CEDARS AT THE HIGHLANDS MITIGATION MEASURES PROJECT CONSTRUCTION SHALL COMPLY WITH THE RECOMMENDATIONS FOUND IN THE SUBMITTED GEOTECHNICAL REPORT PREPARED BY EARTHWORKS NW, DATE FEBRUARY 23, 2017 DOE CONSTRUCTION S TORM WA TER PERMIT: GENERAL PERMIT NUMBER. XXXXXXXXX CERTIFIED EROSION & SEDIMENT CONTROL LEAD: EARTH SOLUTIONS NW, LLC (425) 449-4704 AS -BUILT NO AS -BOIL T INFORMA 710N ON THIS SHEET. "I CER77FY THAT THE INFORMARON SHOWN HEREON WHICH WAS AS -BUILT BY D.R. STRONG, AND MAY INCLUDE LOCATIONS, ELEVATIONS, DEPTHS, PIPE SIZES, AND AS -BUILT COMMENTS, ACCURATELY REFLECTS EXISTING FIELD COND177ONS AS DETERMINED BY ME OR UNDER MY DIRECT SUPERVISION ON THIS DA7E. 01/1012020." 1 D.R. STRONG 2 DRS CONSULTING ENGINEERS 3 ENGINEERS PLANNERS SURVEYORS 620 - 7th AVENUE KIRKLAND, WA 98033 0 425.827.3063 F 425.827.2423 1,061 SE 1/4 SECTION 14, TOWNSHIP 23 N, RANGE 5 E, W.M. CEDARS A T THE HIGHLANDS LEGAL DESCRIPTION: LOT 6, BLOCK 3, CEDAR PARK FIVE ACRE TRACTS, ACCORDING TO PLAT THEREOF RECORDED IN VOLUME 15 OF PLATS, PAGE 91, RECORDS OF KING COUNTY, WASHINGTON. SUR VEYOR'S NO TES 1. ALL TITLE INFORMATION SHOWN ON THIS MAP HAS BEEN EXTRACTED FROM FIRST AMERICAN TITLE INSURANCE COMPANY COMMITMENT FOR TITLE INSURANCE ORDER NUMBER NCS-781158-WA1 DATED JANUARY 4, 2014. IN PREPARING THIS MAP, D.R. STRONG CONSULTING ENGINEERS INC. HAS CONDUCTED NO INDEPENDENT TITLE SEARCH NOR IS D.R. STRONG CONSULTING ENGINEERS INC. AWARE OF ANY TITLE ISSUES AFFECTING THE SURVEYED PROPERTY OTHER THAN THOSE SHOWN ON THE MAP AND DISCLOSED BY REFERENCED FIRST AMERICAN TITLE INSURANCE COMPANY COMMITMENT. D.R. STRONG CONSULTING ENGINEERS INC. HAS RELIED WHOLLY ON FIRST AMERICAN TITLE COMPANY REPRESENTATIONS OF THE TI TLE S CONDITION TO PREPARE THIS SURVEY AND THEREFORE D.R. STRONG CONSULTING ENGINEERS INC. QUALIFIES THE MAPS ACCURACY AND COMPLETENESS TO THAT EXTENT. 2. THIS SURVEY REPRESENTS VISIBLE PHYSICAL IMPROVEMENT CONDITIONS EXISTING ON JANUARY 27, 2017 ALL SURVEY CONTROL INDICATED AS "FOUND" WAS RECOVERED FOR THIS PROJECT IN JANUARY, 2017 J. PROPERTY AREA = 195,531f SQUARE FEET (4.4888f ACRES). 4. ALL DISTANCES ARE IN FEET. 5. THIS IS A COMBINED FIELD TRAVERSE AND GLOBAL POSITIONING SYSTEM SURVEY. A LEICA FIVE SECOND COMBINED ELECTRONIC TOTAL STATION AND A LEICA SERIES 1200 GLOBAL POSITIONING SYSTEM WERE USED TO MEASURE THE ANGULAR AND DISTANCE RELATIONSHIPS BETWEEN THE CONTROLLING MONUMENTATION AS SHOWN. CLOSURE RATIOS OF THE TRAVERSE MET OR EXCEEDED THOSE SPECIFIED IN WAC 332-130-090. ALL MEASURING INSTRUMENTS AND EQUIPMENT ARE MAINTAINED IN ADJUSTMENT ACCORDING TO MANUFACTURER'S SPECIFICATIONS. 6. UTILITIES OTHER THAN THOSE SHOWN MAY EXIST ON THIS SITE. ONLY THOSE UTILITIES WITH EVIDENCE OF THEIR INSTALLATION VISIBLE AT GROUND SURFACE ARE SHOWN HEREON. UNDERGROUND UTILITY LOCATIONS SHOWN ARE APPROXIMATE ONLY. UNDERGROUND CONNECTIONS ARE SHOWN AS STRAIGHT LINES BETWEEN SURFACE UTILITY LOCATIONS BUT MAY CONTAIN BENDS OR CURVES NOT SHOWN. SOME UNDERGROUND LOCATIONS SHOWN HEREON MAY HAVE BEEN TAKEN FROM PUBLIC RECORDS. D.R. STRONG CONSULTING ENGINEERS INC. ASSUMES NO LIABILITY FOR THE ACCURACY OF PUBLIC RECORDS. TITLE RESTRICTIONS: 1. THIS SITE IS SUBJECT TO POTENTIAL CHARGES, FOR THE KING COUNTY SEWAGE TREATMENT CAPACITY CHARGE, AS AUTHORIZED UNDER RCW 35.58 AND KING COUNTY CODE 28.84.050. SAID CHARGES COULD APPLY FOR ANY PROPERTY THAT CONNECTED TO THE KING COUNTY SEWER SERVICE AREA ON OR AFTER FEBRUARY 1, 1990. 2. THIS SITE IS SUBJECT TO THE RESTRICTIONS, CONDITIONS, DEDICATIONS, NOTES, EASEMENTS AND PROVISIONS, IF ANY, AS CONTAINED AND/OR DELINEATED ON THE FACE OF THE PLAT OF CEDAR PARK FIVE ACRE TRACTS RECORDED IN VOLUME 15 OF PLATS, PAGE 91, IN KING COUNTY, WASHINGTON. J. THIS SITE IS SUBJECT TO THE TERMS AND PROVISIONS CONTAINED IN THE DOCUMENT ENTITLED "ORDINANCE NO. 5465" AS DISCLOSED BY INSTRUMENT RECORDED UNDER RECORDING NUMBER 20091105000541. 4. THIS SITE IS SUBJECT TO UNRECORDED LEASEHOLDS, IF ANY, RIGHTS OF VENDORS AND SECURITY AGREEMENT ON PERSONAL PROPERTY AND RIGHTS OF TENANTS, AND SECURED PARTIES TO REMOVE TRADE FIXTURES AT THE EXPIRATION OF THE TERM. REFERENCES.- 1. THE PLAT OF LIBERTY GARDENS REC. NO. 20150326000915. 2. THE PLAT OF LIBERTY GROVE CONTIGUOUS REC. NO. 20070206000523. VERTICAL DA TUM: NA VD 88 PER CITY OF RENTON VERTICAL CONTROL BENCHMARK.• 1. CITY OF RENTON CONTROL POINT NO. 2127: FOUND PUNCHED 1-1/2" BRASS DISK IN CONCRETE MONUMENT DOWN 0.8 IN MONUMENT CASE AT THE INTERSECTION OF THE CENTERLINE OF 148TH PLACE SE. AND SE. 142ND STREET, ELEVATION = 363.697 FEET. 2. CITY OF RENTON CONTROL POINT NO. 1852: FOUND PUNCHED 3" BRASS SURFACE DISK AT THE INTERSECTION OF THE CENTERLINE OF NE. 47H STREET AND 148TH AVENUE SE., ELEVATION = 454.769 FEET. BASIS OF BEARINGS: N0125'00"W BETWEEN CITY OF RENTON HORIZONTAL CONTROL POINTS 2127 AND 1852. CITY COMMENTS 02.19.19 CITY COMMENTS 05.03.19 DRAFT AS -GUILTS REVISION CONDITIONS OF APPROVAL CEDARS AT THE HIGHLANDS HEARING EXAMINERS DECISION THE PROPOSED PRELIMINARY PLAT, STREET MODIFICATION TIER 2 TEMPORARY USE PERMIT COMPLY WITH ALL THE DEVELOPMENT STANDARDS QUOTED ABOVE AND ARE THEREFORE APPROVED SUBJECT TO THE FOLLOWING CONDITIONS OF APPROVAL: I. THE APPLICANT SHALL COMPLY WITH THE MITIGATION MEASURE ISSUED AS PART OF THE DETERMINATION OF NON -SIGNIFICANCE MITIGATED, DATED AUGUST 24TH, 2018. 2. A FINAL DETAILED A FINAL DETAILED LANDSCAPE PLAN SHALL BE SUBMITTED COMPLIANT WITH RMC 4-8- 120 AND RMC 4-4-070 AND APPROVED BY THE CURRENT PLANNING PROJECT MANAGER PRIOR TO ISSUANCE OF THE CONSTRUCTION PERMITS. 3.THE APPLICANT SHALL SUBMIT AN UPDATED TREE RETENTION AND REPLANTING PLAN THAT DEMONSTRATES COMPLIANCE WITH RMC 4-4-130 FOR REVIEW AND APPROVAL BY THE CURRENT PLANNING PROJECT MANAGER PRIOR TO ISSUANCE OF THE CONSTRUCTION PERMITS. 4.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 PLA T. 5.PROPOSED LOTS 12 AND 13 SHALL UTILIZE A JOINT -USE DRIVEWAY FOR VEHICULAR ACCESS. AN UPDATED PLAN SHALL BE PROVIDED AT THE TIME OF CONSTRUCTION PERMIT APPLICATION FOR REVIEW AND APPROVAL BY THE CURRENT PLANNING PROJECT MANAGER, A NOTE TO THIS EFFECT SHALL BE RECORDED ON THE FACE OF THE PLAT. 6.A PHOTOMETRIC STUDY AND STREET LIGHTING PLAN SHALL BE SUBMITTED AT THE TIME OF CONSTRUCTION PERMIT FOR REVIEW AND APPROVAL BY THE CITY"S PLAN REVIEWER PRIOR TO ISSUANCE OF A CONSTRUCTION PERMIT. 7. A COVENANT SHALL BE REQUIRED AS A PART OF THE FINAL PLAT PURSUANT TO RMC 4-2-110D, NOTE 14. &THE APPLICANT SHALL PROVIDE A COMBINATION OF THE FOLLOWING IN ORDER TO ENSURE A SAFE ROUTE TO ALL THREE SCHOOLS. A PHYSICAL STRUCTURE TO ALLOW PASSAGE TO AND FROM LIBERTY HIGH SCHOOL, A PLAN SHOWING EXISTING AND PROPOSED IMPROVEMENTS TO CREATE A SAFE ROUTE FROM THE PROJECT SITE TO THE BUS STOP, OR DOCUMENTATION FROM THE ISSAQUAH SCHOOL DISTRICT THAT AN ADDITIONAL STOP WILL BE ADDED CLOSE TO THE PROJECT SITE. THE PROPOSAL FOR A SAFE ROUTE TO SCHOOL WOULD BE SUBJECT TO REVIEW AND APPROVAL BY THE CURRENT PLANNING PROJECT MANAGER DURING CONSTRUCTION PERMIT APPLICATION REVIEW. 9.7HE BUILDER/APPLICANT (HARBOUR HOMES) SHALL RESTORE THE IMPACTED CRITICAL AREAS BUFFER IN TRACT B PER THE WETLANDS BUFFER MITIGATION PLAN REVIEWED AND APPROVED BY OTAK AFTER EXPIRATION OF THE TUP. THE DOCUMENT SHALL BE RECORDED CONCURRENTLY WITH THE FINAL PLAT AND THE CONDITION SHOULD BE RECORDED ON THE FACE OF THE FINAL PLAT AND AS A COVENANT ON LOT 8. THE APPLICANT SHALL SUBMIT A SEPARATE SURETY DEVICE FOR THE FINAL MITIGATION PHASE TO ENSURE FULL RESTORATION OF THE BUFFER AFTER THE BARN/CARPORT ON LOT 8 AND TRACT B IS DEMOLISHED. 10. NO COMMERCIAL OR INDUSTRIAL -STYLE LIGHTING SHALL BE UTILIZED ON THE LOTS 8 OR 9. IF ANY COMMERCIAL OR INDUSTRIAL -STYLE LIGHTING IS CURRENTLY INSTALLED ON EITHER OF THE TWO BUILDINGS, THE LIGHTING SHALL BE REMOVED PRIOR THE ISSUANCE OF THE FIRST RESIDENTIAL BUILDING PERMIT. 11. ANY PROPOSAL TO CONVERT THE STORMWATER VAULT WITHIN TRACT A TO A STORMWATER DETENTION POND SHALL BE CONSIDERED A MAJOR PLAT AMENDMENT SUBJECT TO THE REQUIREMENTS OUTLINED UNDER RMC 4-7- 08OM.2. 12. THE PROPOSED STORMWATER VAULT WITHIN TRACT A SHALL BE LOCATED ENTIRELY BELOW GROUND. ENGINEERED CONSTRUCTION PLANS SHOWING THE VAULT ENTIRELY BELOW GROUND SHALL BE SUBMITTED AT THE TIME OF CONSTRUCTION PERMIT REVIEW FOR REVIEW AND APPROVAL. 13. THE VAULT SHALL BE DESIGNED IN A MANNER THAT FULLY RETAINS THE SIDEWALK, PLANTER STRIP, AND VERTICAL CURBING PROPOSED IN THE ROW AND DOES NOT IMPACT ANY REQUIRED ROW IMPROVEMENTS 14. THE APPLICANT SHALL INCORPORATE A PEDESTRIAN CONNECTION WITHIN TRACT A (VAULT) FOR REVIEW AND APPROVAL BY THE CURRENT PLANNING PROJECT MANAGER AT THE TIME OF CONSTRUCTION PERMIT APPLICATION REVIEW 15. THE APPLICANT SHALL SUBMIT AN UPDATED PLAN THAT UTILIZES A PEDESTRIAN -FOCUSED DESIGN FOR THE VAULT ROADWAY ACCESS AT THE TIME OF CONSTRUCTION PERMIT APPLICATION SUBMITTAL. THE NEW DESIGN WOULD BE SUBJECT TO REVIEW AND APPROVAL BY THE CURRENT PLANNING PROJECT MANAGER AND PUBLICS WORK STAFF. 16. THE APPLICANT SHALL RECORD AN EASEMENT ENCOMPASSING THE PORTION OF THE BARN/CARPORT STRUCTURE IN THE CRITICAL AREAS BUFFER (TRACT B) THAT WOULD AUTOMATICALLY BE EXTINGUISHED AFTER EXPIRATION OF THE TEMPORARY USE PERMIT. THE DOCUMENT SHALL BE RECORDED CONCURRENTLY WITH THE FINAL PLAT. 17. THE INITIAL AND FINAL MITIGATION PLAN FOR THE REDUCED WETLANDS BUFFER SHALL BE SUBJECT TO REVIEW AND APPROVAL BY THE CITYS SECONDARY WETLANDS REVIEWER, OTAK. THE REVIEW SHALL OCCUR AT THE APPLICANT'S EXPENSE. 18. ALL ROAD NAMES SHALL BE APPROVED BY THE CITY. 19. SANITARY SEWERS SHALL BE PROVIDED BY THE DEVELOPER AT NO COST TO THE CITY AND DESIGNED IN ACCORDANCE WITH CITY STANDARDS SIDE SEWER LINES SHALL BE INSTALLED EIGHT FEET (8) INTO EACH LOT IF SANITARY SEWER MAINS ARE AVAILABLE, OR PROVIDED WITH THE SUBDIVISION DEVELOPMENT. 20. CONCRETE PERMANENT CONTROL MONUMENTS SHALL BE ESTABLISHED AT EACH AND EVERY CONTROLLING CORNER OF THE SUBDIVISION. INTERIOR MONUMENTS SHALL BE LOCATED AS DETERMINED BY THE DEPARTMENT. ALL SURVEYS SHALL BE PER THE CITY OF RENTON SURVEYING STANDARDS. ALL OTHER LOT CORNERS SHALL BE MARKED PER THE CITY SURVEYING STANDARDS. THE SUBDIVIDER SHALL INSTALL ALL STREET NAME SIGNS NECESSARY IN THE SUBDIVISION. 21. ALL UTILITIES DESIGNED TO SERVE THE SUBDIVISION SHALL BE PLACED UNDERGROUND. ANY UTILITIES INSTALLED IN THE PARKING STRIP SHALL BE PLACED IN SUCH A MANNER AND DEPTH TO PERMIT THE PLANTING OF TREES. THOSE UTILITIES TO BE LOCATED BENEATH PAVED SURFACES SHALL BE INSTALLED, INCLUDING ALL SERVICE CONNECTIONS, AS APPROVED BY THE PUBLIC WORKS DEPARTMENT. SUCH INSTALLATION SHALL BE COMPLETED AND APPROVED PRIOR TO THE APPLICATION OF ANY SURFACE MATERIAL. EASEMENTS MAY BE REQUIRED FOR THE MAINTENANCE AND OPERATION OF UTILITIES AS SPECIFIED BY THE PUBLIC WORKS DEPARTMENT. 22. ANY CABLE TV CONDUITS SHALL BE UNDERGROUNDED AT THE SAME TIME AS OTHER BASIC UTILITIES ARE INSTALLED TO SERVE EACH LOT. CONDUIT FOR SERVICE CONNECTIONS SHALL BE LAID TO EACH LOT LINE BY SUBDIVIDER AS TO OBVIATE THE NECESSITY FOR DISTURBING THE STREET AREA, INCLUDING SIDEWALKS, OR ALLEY IMPROVEMENTS WHEN SUCH SERVICE CONNECTIONS ARE EXTENDED TO SERVE ANY BUILDING. THE COST OF TRENCHING, CONDUIT, PEDESTALS AND/OR VAULTS AND LATERALS AS WELL AS EASEMENTS THEREFORE REQUIRED TO BRING SERVICE TO THE DEVELOPMENT SHALL BE BORNE BY THE DEVELOPER AND/OR LAND OWNER. THE SUBDIVIDER SHALL BE RESPONSIBLE ONLY FOR CONDUIT TO SERVE HIS DEVELOPMENT. CONDUIT ENDS SHALL BE ELBOWED TO FINAL GROUND ELEVATION AND CAPPED. THE CABLE TV COMPANY SHALL PROVIDE MAPS AND SPECIFICATIONS TO THE SUBDIVIDER AND SHALL INSPECT THE CONDUIT AND CERTIFY TO THE CITY THAT IT IS PROPERLY INSTALLED. 23. ALL LOT CORNERS AT INTERSECTIONS OF DEDICATED PUBLIC RIGHTS -OF -WAY, EXCEPT ALLEYS, SHALL HAVE MINIMUM RADIUS OF FIFTEEN FEET (15). DRD 04.11.19 YLP SURVEYED: JGR CYW 06.20.19 YLP DESIGNED: YLP 05.01.20 YLPYLP DRAWN: GLB CHECKED: YLP BY DATE APPR APPROVED: MAJ SCALE: AS NOTED ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/1991 DATUM CITY OF 1;R] RENTON Planning/Building/Public Works Dept. 7SE7STSE 2NSE PRO ECT S1 TE � Q SE 1 � Q SE 144TH ST 0 Q� cn SE 149TH ST h� VICINITY MAP: 1--- 1, 500' GEO TECH RECOMMENDA TIONS.• THE FOLLOWING PERTAINS TO THE GENERAL SITE ONLY. EARTH SOLUTIONS NW LLC STATES THAT BASED ON THE RESULTS OF THE STUDY PERFORMED, THE PROPOSED RESIDENTIAL BUILDINGS CAN BE SUPPORTED ON CONVENTIONAL CONTINUOUS AND SPREAD FOOTING FOUNDATIONS BEARING ON COMPETENT NATIVE SOILS, RE -COMPACTED NATIVE SOILS, OR NEW STRUCTURAL FILL. SLAB -ON -GRADE FLOORS SHOULD BE SUPPORTED ON DENSE NATIVE SOILS OR STRUCTURAL FILL. COMPETENT SOILS SUITABLE FOR SUPPORT OF FOUNDATIONS SHOULD BE ENCOUNTERED AT DEPTHS OF ONE TO THREE FEET BELOW EXISTING GRADES EXCEPT WHERE DEEPER EXISTING FILL IS LOCATED. WHERE LOOSE OR UNSUITABLE SOIL CONDITIONS ARE EXPOSED AT FOUNDATION SUBGRADE ELEVATIONS, LIKE MAY EXIST THROUGHOUT THE WESTERN PORTION OF THE SITE, COMPACTION OF THE SOILS TO THE SPECIFICATIONS OF STRUCTURAL FILL, OR OVEREXCAVATION AND REPLACEMENT WITH A SUITABLE STRUCTURAL FILL WILL BE NECESSARY IN -SITU SOILS THE SOILS ENCOUNTERED THROUGHOUT THE MAJORITY OF THE TEST SITES HAVE A MODERATE TO HIGH SENSITIVITY TO MOISTURE AND WERE GENERALLY IN A MOIST CONDITION AT THE TIME OF EXPLORATION (JUNE 2016). IN THIS RESPECT, THE IN -SITU SOILS MAY NOT BE SUITABLE FOR USE AS STRUCTURAL FILL IF THE SOIL MOISTURE CONTENT IS MORE THAN 3 PERCENT ABOVE THE OPTIMUM LEVEL AT THE TIME OF CONSTRUCTION. IN GENERAL, SOILS ENCOUNTERED DURING THE SITE EXCAVATIONS THAT ARE EXCESSIVELY OVER THE OPTIMUM MOISTURE CONTENT WILL REQUIRE MOISTURE CONDITIONING PRIOR TO PLACEMENT AND COMPACTION. CONVERSELY, SOILS THAT ARE BELOW THE OPTIMUM MOISTURE CONTENT WILL REQUIRE MOISTURE CONDITIONING THROUGH THE ADDITION OF WATER PRIOR TO USE AS STRUCTURAL FILL. IF THE IN -SITU SOILS ARE DETERMINED TO NOT BE SUITABLE FOR USE AS STRUCTURAL FILL, THEN USE OF A SUITABLE IMPORTED SOIL MAY BE NECESSARY. STRUCTURAL FILL STRUCTURAL FILL IS DEFINED AS COMPACTED SOIL PLACED IN FOUNDATION, SLAB -ON -GRADE, AND ROADWAY AREAS. FILLS PLACED TO CONSTRUCT PERMANENT SLOPES AND THROUGHOUT RETAINING WALL AND UTILITY TRENCH BACKFILL AREAS ARE ALSO CONSIDERED STRUCTURAL FILL. SOILS PLACED IN STRUCTURAL AREAS SHOULD BE PLACED IN LOOSE LIFTS OF 12 INCHES OR LESS AND COMPACTED TO A RELATIVE COMPACTION OF 95 PERCENT, BASED ON THE LABORATORY MAXIMUM DRY DENSITY AS DETERMINED BY THE MODIFIED PROCTOR METHOD (ASTM D-1557). SOIL PLACED IN UTILITY TRENCHES, PAVEMENT AREAS, AND IN SLAB -ON -GRADE AREAS SHOULD BE COMPACTED TO A RELATIVE COMPACTION OF AT LEAST 95 PERCENT. ADDITIONALLY, MORE STRINGENT COMPACTION SPECIFICATIONS MAY BE REQUIRED FOR UTILITY TRENCH BACKFILL ZONES, DEPENDING ON THE RESPONSIBLE UTILITY DISTRICT OR JURISDICTION. DRAINAGE PERCHED SEEPAGE SHOULD BE ANTICIPATED IN SITE EXCAVATIONS ON THE SITE, PARTICULARLY DURING WINTER, SPRING, AND EARLY SUMMER MONTHS. HEAVY SEEPAGE SHOULD BE EXPECTED WHERE EXISTING FILL IS LOCATED. TEMPORARY MEASURES TO CONTROL SURFACE WATER RUNOFF AND GROUNDWATER DURING CONSTRUCTION WOULD LIKELY INVOLVE INTERCEPTOR TRENCHES AND SUMPS. EARTH SOLUTIONS NORTHWEST SHOULD BE CONSULTED DURING PRELIMINARY GRADING TO IDENTIFY AREAS OF SEEPAGE AND TO PROVIDE RECOMMENDATIONS TO REDUCE THE POTENTIAL FOR INSTABILITY RELATED TO SEEPAGE EFFECTS. IN OUR OPINION, FOUNDATION DRAINS SHOULD BE INSTALLED ALONG BUILDING PERIMETER FOOTINGS. A TYPICAL FOUNDATION DRAIN DETAIL IS PROVIDED AS PLATE 4. NO TE FOR CER TIP CA TION OF SUR VEY INFORMA T/ON THE TOPOGRAPHY AND BOUNDARY SHOWN HEREON IS BASED UPON A FIELD SURVEY BY D.R. STRONG CONSUL TING ENGINEERS. yOR wA pF R� Sk rC o 50708 q \S�OISTV, 0�'AL LA10 R-405401 IN COMPLIANCE WITH CITY OF RENTON STANDARDS CEDARS AT THE HIGHLANDS COVER SHEET 14120160TH AVENUE SE RENTON, WASHINGTON 98059 01.29.1 9 PAGE: C1 SHEET: OF:28 DRS PROJECT NO. 16041 C) C) 0 T u CO T 0 C) 0 T i Q J i U) 0 z Q 0 w u) OC a 0 w U LO 0 0 LU 0 z Q LU Q U) a 0 LU U a R w z LU II SSMH RIM=439.47 8' PIPE(N,S) CTR CHANNEL=428.32 30' SDMH RIM=437.51 30"CPP=433.31(N,S) o TRANSFORMER(N) SE. 136TH ST. I_ FOUND CONCRETE MONUMENT WITH PUNCHED 2" BRASS DOME IN MONUMENT CASE 30' U? 00 OP \� 142305-9041 II MAILBOX I • III I I .: SE 114 SECTION 14, TOWNSHIP 23 N, RANGE 5 E, W.M. CEDARS A T THE HIGHLANDS I on"n" ')F LOT 5 FOUND 1 2" REBAR W CAP I 30"CPP=432.01(N) ACRE 6'VBF IS 0.6'N. OF h' STAMPED "DMP INC LS 22962" II 6'VBF IS 1.4'N. OF I MINDY" 0.2'S. OF PROP LINE SSMH SDCB � � � „�,., WATER VALVE RIM=425.61 II' IE DROP=417.21 RIM=436.35 II FOUND 1/2" REBAR W/ CAP & BLOWOFF 6'VBF IS 0.2'N. OF �' I 12"CPP=433.75(N,S) II ce II STAMPED "DMP INC LS 22962" io 2' TALL CONIC 8"PVC (N,E,S) 0.2'S. X 0.1'W. OF P.C. x BLOCK WALL 0 I TRACT "A" CTR CHANNEL=403.90 o II ,3L p1' 267E 8"E 4'HWF IS 0.8'S. OF �' 4'HWF IS� rn II ------��-- 6'VBF �I N88' 3 42 593. 4'H F 0.8'N. OF �' 30 367E 4'HWF IS 4'HWF CORNER IS II III I ° (2)20 E 287E 66"D - -' - - -4'HWF 0.1'N. OF It 0.2'S X 0.1'W. OF : 30' I I I _ 0' 4'HWF IS I Pr 12"CPP=432.15 N 26"D 107E ° ° 12"D �8"E 10 D 6" E , ''�-_, ( )if II �I 1 D� 0.1'S. OF �' 8 D 10,' 12' D ' I I 12w 6' D 6 E' 10",J 2"E I 1 36' E 287E / 12' D 4'HWF IS_ -, 1 fi , 32"E 1 „E a2 D ° ° 12"p 12"D 8 D 10"14"D ° ° ° , 2)12"D 0.2'S. OF FE `� 1 ° 14 D ` - , . Ix x it 1' 12"D 32"E 42"E 52"D - 32 D ° 0 ° ° II , r1 I ' i 367E 12"D 24' D 6 „8 „1 p „12" p ` `� �� 16� 18" a4"D �,, �¢20- 12"E 0,"12"E 14"D I _ I i I / i 'v „ 12",18"E 28"E 22"E 6"D ( ) i I �� A5 LL II I � � 212"D � 11 Ii \ ��D� i ° 6"D 48 E 18 E 44 E 16 E16„p 1 p, E 24 E I I \ I A7 x 12"CPP=430.77 0"�4. 1 6 E I I �� 11 ' �I x� 14„p „E8 „12 „14„p I I \ \ 'I 1 o TRANSFORMER(N) I i\ I I �1' 6"D i" 14 D 34„p 147E I �\ \ 1�\ , I � II \ 36"D ' �8»E 487E 18„E 6"D 1 BEE 327E '\ �� \`� \ `\ A4 ���� x x P II I I ( 48'F _ 12"E 16"D 14„E \ ,,,A8 II /0 I 016' D — 347E ° 12 E 8 p 8 p10 E 81E 12"p SHOP `\ �\ �� �� 18",24' •,` SDCB I 16"D 38"E a - - ` - BARN ` II RIM=433.00 � 22"D 16 D 14"D I , � \ ��\, J A3 38`E,,, 14"B_' Ix x 12"CPP=430.23(N) I I 28"D i \, _ - - - - -426 CARPORT �` \ �, 4` 12"CPP=429.78E I I ° 1 18"D �` I`� \ , A2 O I 16 E$3030"E � 24 D 1 ���. I L— ° `, 36 E rn I I p,`L ` 38"D I 0 10"D 12"CMP=429.05(W) i I( D. I ° 0° 112",14"p ° 130"D ° . �^�.�` ��, x x II 34"D 34"D I ° 18"D �I I 167E I (2)26"E ° ° 18"D Q 8„D 40°'E I 12"E N I I ^ 16"D 26 D 0 II \ - `� I N 24"D 14"D s; I 42"E o 0`� ;I �M° \11 . �•�`�r �_•1II ? X x 0"D 42"E 287E 6p E "E, Xo 10"D (2)28"D 20"D ` @20"D 12","10"D 14",18"D (2)28'D4'WDF 6„p 0 10"D 426 - I II X� ° II co rn 8„p 8"D 10"D „� 8„p ! - - - - - 38 E 0 00 CO O o rn ( ) I �' 8 E ° 10 D ° 10 D 24 E 28"p o 14 D ° 6"p 8",10"D 12" - - - - - - - -' r 60"p o0 Lj 6 SSMH WIRES DOWNS 247E _ 147E 16"D 26"p ° 26"p 24"D � RIM=421.45 10„p 8„D 167E 22„E ° ( ) W 12"E 8"D 10"D , ° GE)22",26"D ° W W 8"PVC N S 28' 16"E 2/ E 10"D 30"D ° 12"D GATE 1 cV I CTR CHANNEL=403.70 Q 8"D Q 8"E 0 247E \ 6„ (2)8„D 10"E 6' 6„p 12"D ,r20"E 12"p 8„E i 167E 14"D 16",22"D 94„p N w ~O 24" 8,o p ° l � Z N: 20' E I SDCB 6;'p �� 167E I 20"D \ N N : RIM=429.85 t00 I 8,710,7147E 12"CPP=427.27(S) d r I 10"D 10„p 6"D 26' E 14"E 6" 8",10"D (2)6„ 10"p \ \ Z (t� cv I 267E 8"E 10"D 16"D I o II 22''p SSMH RIM=430.28 8"PIPE(N,S) CTR CHANNEL=421.53 . TRANSFORMER(N) WIRES DOWN(S) \ Op / OP FOUND 4'X4" CONCRETE MONUMENT WITH PUNCHED 3" DOMED BRASS DISK STAMPED "38992. DOWN 0.5' IN MONUMENT CASE. - J 1 Call 2 Working Days Before You Dig 811 Utilities Underground Location Center (ID,MT,ND,OR,WA) I• 30' 24"D \ z \ 8 "14"E 60"E 12"p 12"E 14„E 10 E 32"E ,,' �� 6„p (2)18„p 5"D 10"E 8" E 8"E 347E _ _ �� 14"D ° �16 E ° ° \ 6 p I II 0J 32„p / 12"D 26"E 8„ 8" 20",24"E� t24"E 22"D 16,"32"D 24'D 10' D �J 10"E 30"E .0107E 18"E 20'E , ° 14"p 267E ° ° 2p„E 20„E , 24, @ 0 ` I. ° 14 D 8 E\49 10 E 20"E 187E 14"p \ ° 6„p 0 24 E 20„E 12"E *30"E 6� 1Q"E 8"D 14"D / �= 14" D - ::: 6o,p „E ,� ° 4"p / 40' E ' 10",12",16"D, ° .:::�:�:�:�:�::�:�:::. ....... 8;'D 1 A „p 36„E � 10 D � � O- ::: 10� 10"E (2)28„E 18' E �. 12"D i ,' 327E _ ✓ 12"D 14"E � ' p 8 E ° 10' D 16",24"D �`L� (2)12"D 8"D- 30"E 12"L Do) 8"D 8"D 6'VBF IS -' 22"E 12 D 327E 127E „ 287E ° ' � � a ,� 0 4 HWF 8„E 30 E ° 1 0.8'N. OF Fj' 6 „1 p „12 „14„p f �16' D 6'CLF 247E 6'VBF 6'VBF )� 3'VBF IS ° 032"D- 4'HWF IS\�,.q18 o 0.7'N. OF T 8„D J .. 10"E 167E 10'E 4'HWF 0.6'S. OF FOUND 3" HEXAGON HEADED 16 10"E SHED 88'29' 594.00 3'vBF _ _ 6'CLF IS 6'VBF IS SVBF _ BOLT 0.2'S. X 0.2'E. OF P.C. 4'HWF IS ON �' 6 CON C 0.1'N. OF h' WALL 24"CPP=414.33 \ \ LOT 7 0.3'S. OF FL' 24"CPP=412.44 4'HWF IS 1.0'S. OF Ft' iE ACRE TRACTS RICH' LEA CREST JL. 17 .7, PG. 91 VOL. 88, PG. 71 SDCB I I III RIM=427.56 I. 12"CPP=424.56(N,S) 30' 1 I � 11 11 II SE. 142ND PL. - �v1 �11111 I I SSMH / I I 48"CULVERT=407.43(S) RIM=420.86 \ I 48".CULVERT=407.33(N) SE. 1447H STREET AKA ROAD NO. 135 PER KING FOUND CONCRETE MONUMENT COUNTY, TERRITORY OF WASHINGTON ROAD WITH BRASS PIN DOWN 1.8 /N PET177ON GRANTED AUGUST 9, 1884. HELD 30 MONUMENT CASE FEET FOR HALF STREET RIGHT OF WAY PER SEC77ON 7 OF 7HE ACTS OF 7HE LEGISLATIVE ASSEMBLY OF 7HE TERRITORY OF WASHINGTON PASSED AT THE SIXTH REGULAR SESSION, DECEMBER 67H, 1858 PI E / �O OF WA S SC, P / T9 53232 S, RFGISTERE� [7\ S/ONAL \ZO �J vi 478.52' N88'38'14"W 1308.58' ' UVIUJIVIVJ IJI I ADDITION VOL. 70, PG. 60, REC. NO. 5457354 I FOUND CONCRETE FOUND CONCRETE MONUMENT WITH MONUMENT WITH LEAD I PUNCHED 3" BRASS DISK STAMPED: SE. 144THIIIISTAND TACK, DOWN 0.9' IN T23N MONUMENT CASE. 14 I 13 - - 830.06' 14 1 23 / 24 Lv R5E (n 2 24 1438 (A W DOWN 1.1, IN MONUMENT CASE. 1 CITY COMMENTS 02.19.19 DRD 04.11.19 YLP SURVEYED: SCALE: D.R. STRONG D VERTICAL: NAVD 2 CITY COMMENTS 05.03.19 CYW 06.20.19 YLP J AS NOTED HORIZONTAL: NAD 1983/1991 3/1 DESIGNEDY RS'd CONSULTING ENGINEERS 3 DRAFT AS—BUILTS YLP 05.01.20 YLP LP ENGINEERS PLANNERS SURVEYORS DRAWN: GLB DATUM 620 - 7th AVENUE KIRKLAND, WA 98033 CHECKED: ONE INCH AT FULL SCALE 0 425.827.3063 F 425.827.2423 1 IF NOT ONE INCH NO. REVISION BY DATE AP P R APPROVED: SCALE ACCORDINGLY MAJ LEGEND: FOUND SECTION CORNER AS NOTED ® FOUND MONUMENT AS NOTED O FOUND CORNER MONUMENT AS NOTED F� PROPERTY LINE P.C. PROPERTY CORNER —� ROAD SIGNAGE POWER POLE LIGHT POLE WITH ARM GUY WIRE WATER METER x WA TER VAL VE FIRE HYDRANT ® STORM DRAIN CATCH BASIN SANITARY SEWER MANHOLE VBF VERTICAL BOARD FENCE H WF HOGWIRE FENCE CLF CHAINLINK FENCE WDF WOOD FENCE p DECIDUOUS TREE EVERGREEN TREE SANITARY SEWER LINE ------ STORM LINE OP OVERHEAD POWER M " MI N\ EDGE OF PA VEMEN T —X—X— FENCE GRA VEL INERT/CAL DA TUM: NA VD 88 PER CITY OF RENTON VERTICAL CONTROL BENCHMARK: 1. CITY OF RENTON CONTROL POINT NO. 2127: FOUND PUNCHED 1-1/2" BRASS DISK IN CONCRETE MONUMENT DOWN 0.8 IN MONUMENT CASE AT THE INTERSECTION OF THE CENTERLINE OF 148TH PLACE SE. AND SE. 142ND STREET, ELEVATION = 363.697 FEET. 2. CITY OF RENTON CONTROL POINT NO. 1852. FOUND PUNCHED 3" BRASS SURFACE DISK AT THE INTERSECTION OF THE CENTERLINE OF NE. 4TH STREET AND 148TH AVENUE SE., ELEVATION = 454.769 FEET. BASIS OF BEARINGS: N0125'00"W BETWEEN CITY OF RENTON HORIZONTAL CONTROL POINTS 2127 AND 1852. AS -BUILT NO AS —BOIL T INFORMA 71ON ON THIS SHEET. w/ CER71FY 77-IAT 7HE INFORMA71ON SHOWN HEREON WHICH WAS AS —BUILT BY D.R. STRONG, AND MAY INCLUDE LOCATIONS, ELEVA77ONS, DEP774S, PIPE SIZES, AND AS —BUILT COMMENTS, ACCURA7ELY REFLECTS EXIS77NG FIELD COND177ONS AS DE7ERMINED BY ME OR UNDER MY DIRECT SUPERVISION ON 77-IIS DA7E 0411512020 - NORTH GRAPHIC SCALE 0 20' 40' 80' 1 INCH = 40 FT. vRj CITY OF RENTON Nkov Planning/Building/Public Works Dept. NOTE FOR CER TIFI CA TION OF SUR VEY INFORMA TION THE TOPOGRAPHY AND BOUNDARY SHOWN HEREON IS BASED UPON A FIELD SURVEY BY D.R. STRONG CONSUL TING ENGINEERS. /02GORY R\ of wa sg rC z d1�ir71r � O •P 50708 q \01STts 0�'AL LA90 R-405402_ IN COMPLIANCE WITH CITY OF RENTON STANDARDS CEDARS AT THE HIGHLANDS TOPOGRAPHY MAP PAGE: 01.29.19 14120160TH AVENUE SE C 2 RENTON, WASHINGTON 98059 SHEET: 2 OF:28 DRS PROJECT NO. 16041 .iiiiiiiiiiii , u co T C) 0 T i Q J • • • 00 U) 0 z Q (= V LU U) OC a 0 LU U 0 z 2 C'3 LU Q U) rr a I) Li U FOUND CONCRETE MONUMENT WITH PUNCHED 2" BRASS DOME IN MONUMENT CASE r- uJ N 30' 30' U? 00 a� 0 0 N o I 0 N I C ■ FOUND 4'X4" CONCRETE'\\30' 30' MONUMENT WITH PUNCHED 3" DOMED BRASS DISK o STAMPED "38992", DOWN N 0.5' IN MONUMENT CASE. o 34 w m z L, 1 � Call 2 Working Days Before You Dig 811 Utilities Underground Location Center (ID,MT,ND,OR,WA) SE 114 SECTION 14, TOWNSHIP 23 N, RANGE 5 E, W.M. CEDARS A T THE HIGHLANDS I I i i I ' i N882342"W 593.86' 121.41 ' -------� 140.00' 1 103.17' 18.33' �246, 210.96' o N 140.00' I NI SEE REAR BSBL ? `A6�,' mm No I '3 I 70.00' 70.00' NOTE, THIS SHEET L=18.36' � - - - o m 9,047 S.F. I I ! R= 75.00' 1 \ !. I 36.37' 37.00' I 1�----------- I �� A 1 20 x30' PRI VA TE I I I It - _,CA CCESS EASEMENT 1 I - - - - - 1 - - - � 1 15' WATER AND I 1 15AREASBSBL \ 119.84' J o I I -I �CCESS EASEMENT 1 I \\ A4�• o I I I 1 1 L=15.62 �, TRAIN B - - - I I I I I R=75.00' \ �, CRITICAL AREA 9�a ' 1 �] 20, 246 S.F. I 9, 101,S F. to I 10 I r� 1 17 56 S.F. I N I 8 L_ 18.46' �- A3,, o I 9, 398 S.F. I N Mi 1 1 I 15, 610 S F. R- 75. 00' � vi I I I I 1 I I I 1 -� 75' WETLAND10 12 o I I I ' A2 9, 474 S.F. I o I I I BUFFER I I I I L=125.34R= 55.00' cis CID L -------J------I I _ 1 �� �� R=75.00' L=23.25' 16 UNI T N. D. B. C. U. MAILBOX L-9.27 INSTALLATION. SEE SHEET - _ -� 1 / / - L=41.82' es R=15.00' R=176.50' L=13.23' L _ I -- - - R= 75.00' --_--- C12 FOR DETAILS - - - - - - - _ R=176.50' I---_1.08' 1 1 IOJ. 48' 60. 74' - - - - I L=15. 74' - J / - --- - 57.3p� T - R=12350' L=30.33' 3,7 - - R=25.00' \ B3. CR-1 11+00 - -- - 87.09, --- --- 208.36- � CR-5 _ ' 2 - R=15 0' d -�_ kpp 1 B9ssr rn O CR-3 N88' 23' 42"W I- L=19129.04' 15 2_ � - 2 72+00 18 08 • ' w3Op CR-4 51"E V81 OS'34-0 ❑5 N - - � 0 14+00�5.6 L=68.48' ---- ° S47 141S, 1= 0 12 I - 1 2 6Z22' 74.10' TPL 8' R=55.00' - - - - - - -- - - � L=2388' - - - - -a_ ° m R=15. 00' 10' JOINT UTILITY L=15. 74' - - - 82. 471 � - EASEMENT (TYP.) 21.16' R=12350' - - - 2316 -----I r-------I r -__-- 43.60' 33.63' 1 I I I 1 i F - - _ _ _ _ L=22.49'- - - L=8.89' _ _ L=35.10' 1 1 1 1 9, 001 S.F. I - R=176.50' R=25.00' R=55.00'z 25' PUBLIC 1 N 1 _ L=30.15' 19, 830 S.F. , 1 1 N I - - - - - - �9 I" I 31 I I I R= 55.00' � _ STORM AND o I I I N 1 I N I 9,000 S.F. I I 4 1 I -- SEWER ` I I 9,005 S.F. 5 EASEMENT 1 9,008 SF. IooN 1 9,029 S.F. -3 7 L-----_j 1 1 I I I 9,502 S.F. L o -----� ----- L -- ----- __J L----- - -----------� \---------- FOUND CONCRETE MONUMENT WITH BRASS PIN DOWN 1.8 IN MONUMENT CASE PI E / �O OF WA S SC 53232 is RFG/STEREO �\ S/ONAL �ZO �J TRACT C TREE RETENTION 3, 500 S.F. 74.10' 75.30' SE. 1447H STREET AKA ROAD NO. 135 PER KING COUNTY 7ERRITORY OF AUGUST 9, WASHINGTON ROAD PETl710N GRANTED AUGUST 9, 1884. HELD 30 FEET FOR HALF STREET RIGHT OF WAY PER SEC77ON 7 OF 7HE ACTS OF 7HE LEGISLATIVE ASSEMBLY OF 7HE 7ERRITORY OF WASHINGTON PASSED AT THE SIXTH REGULAR SESSION, DECEMBER 67H, 1858 81.80' 89.00' N8828'38"W 594.00' 478.52' N88'38'14"W 1308.58' 1 CITY COMMENTS 02.19.19 n D.R. STRONG 2 CITY COMMENTS 05.03.19 CONSULTING ENGINEERS 3 DRAFT AS -GUILTS ENGINEERS PLANNERS SURVEYORS 620 - 7th AVENUE KIRKLAND, WA 98033 O 425.827.3063 F 425.827.2423 NO. I REVISION 112.34' FOUND CONCRETE MONUMENT WITH LEAD AND TACK, DOWN 0.9' IN MONUMENT CASE. - - 830.06' ORO 04.11.19 YLP SURVEYED: JGR CYW 06.20.19 YLP DESIGNED: YLP YLP 05.01.20 YLP DRAWN: GLB CHECKED: YLP BY DATE APPR APPROVED: MAJ 81.46' X AS Al TRACT A STORM DRAINAG 308 S. F. FOUND CONCRETE MONUMENT WITH PUNCHED 3" BRASS DISK STAMPED: T23N 14 / 13 VERTICAL DA TUM: NA VD 88 PER CITY OF RENTON VERTICAL CONTROL BENCHMARK: 1. CITY OF RENTON CONTROL POINT NO. 2127: FOUND PUNCHED 1-1/2" BRASS DISK IN CONCRETE MONUMENT DOWN 0.8 /N MONUMENT CASE AT THE INTERSECTION OF THE CENTERLINE OF 148TH PLACE SE. AND SE. 142ND STREET, ELEVATION = 363697 FEET. 2. CITY OF RENTON CONTROL POINT NO. 1852: FOUND PUNCHED 3" BRASS SURFACE DISK AT THE INTERSECTION OF THE CENTERLINE OF NE. 4TH STREET AND 148TH AVENUE SE., ELEVATION = 454.769 FEET. BASIS OF BEARINGS: N0125'00"W BETWEEN CITY OF RENTON HORIZONTAL CONTROL POINTS 2127 AND 1852. DRI VEWA Y TABLE LOT NO. DRIVEWAY C STA. 1 10+97.60 2 11 +28.60 3 12+50.67 4 12+81.79 5 14+ 19.07 6 14+46.43 7 15+03 03 8 14+07.56 9 13+02.85 10 12+30.21 11 12+02.88 12 23+58.11 13 23+58.11 TRACT A 15+27.33 STATIONING IS ALONG FLOWLINE OF CURB. DRIVEWAY WIDTHS ARE 16-FT UNLESS OTHERWISE NOTED. TRACT A DRIVEWAY WIDTH IS 15-FT ADA RAMP TABLE RAMP NO. RAMP q STA. 1 10+22.72, 17.75' R 2 10+22.72, 20.14' L (2) RAMP NO. STATIONING IS ALONG FLOWLINE OF CURB ADA RAMPS PER WSDOT STD. PLAN F-40.15-02 & F-45.10-01 SEE DETAIL, SHEET C11 J MONUMENT STATIONING SCHEDULE El22+52.21, 10+00.00, 0.00' (1607H AVE SE)= 0.00' (SE 141ST PLACE) �2 12+17.92, 0.31' LT (SE 141ST PLACE) �3 13+81.42, 0.31' RT (SE 141ST PLACE) ® 14+91. 05 , 21.37' RT (SE 141ST PLACE) �5 15+00.83, 0.00' (SE 141ST PLACE) R = 25. 00' CR-1 A = 88'48'15" L = 38.75' R = 25. 00' CR-2 A = 117'02'16" L = 51.07' R = 20.00' CR-3 A = 24 20 26" L = 8.50' R = 25. 00' %R- 4 A = 78'02'42" L = 34.05' R = 45.00' CR-5 d = 286'34 28" L = 225.08' R = 25. 00' CR-6 A = 2831'46" L = 12.45' MEASURED ALONG FLOWLINE OF CURB F L 25' REAR BSBL TYPICAL BSBL UNLESS NOTED OTHERWISE 1 "=40' REAR BSBL NOTE: LOTS 9-11 HAVE INCREASED REAR BSBL'S IN ORDER TO AID IN PROTECTION OF RETAINED TREES. AS -BUILT NO AS -BOIL T INFORMA 71ON ON THIS SHEET. "I CER71FY THAT THE INFORMATION SHOWN HEREON WHICH WAS AS -BUILT BY D.R. S7RONG, AND MAY INCLUDE LOCAPONS, ELEVATIONS, DEP7HS, PIPE SIZES, AND AS -BUILT COMMENTS, ACCURA7ELY REFLECTS EXIS77NG FIELD CONDITIONS AS DETERMINED BY ME OR UNDER MY .� IZI- C) 0 0 T , LJ 00 T C) T i Q J DIRECT SUPERVISION ON THIS DATE.° 0411512020 - 0 R-405403 z IN COMPLIANCE WITH CITY OF RENTON STANDARDS Q 14 1 23 / 24 N O IRT H R5E 2 24 1438 GRAPHIC SCALE DOWN 1.1, IN MONUMENT CASE. 0 20' 40' 80' 1 INCH = 40 FT. SCALE: VERTICAL: NAVD 1988 ■ AS NOTED HORIZONTAL: NAD 1983/1991 CITY OF RENTON ONE INCH ICI Vm ■ AT FULL SCALE ,v Planning/Building/Public Works Dept. IF NOT ONE INCH SCALE ACCORDINGLY 2 V 2 LLI DATE: Q CEDARS AT THE HIGHLANDS 029.19 00.FlELDB HORIZONTAL AND VERTICAL CONTROL PLAN Ir PAGE: DRAWING N 14120160TH AVENUE SE C 3 0 Li RENTON, WASHINGTON 98059 SHED 3 °F.28 U DRS PROJECT NO. 16041 0 ro w z LU L, :B ;5 1H �g S) 53 4'HWF IS 1.0'S. OF F>' SDCB RIM=427.56 12"CPP=424.56(N.S) TREE RETENTION CALCULA TIONS TOTAL TREES ON SURVEY: 308 OFFS/ TE TREES 24 TOTAL TREES ON SITE: 284 DEAD, DISEASED OR DANGEROUS TREES 65 TREES IN RIGHT-OF-WAY • 46 TREES IN PRIVATE ACCESS EASEMENTS/TRACTS: 0 TREES IN CRITICAL AREAS AND BUFFERS. • 20 NET TREES. 153 TREES TO BE RETAINED, REQUIRED: (153 X 0.30) = 46 TREES TO BE RETAINED, PROPOSED: 34 REQUIRED REPLACEMENT INCHES 144 REPLACEMENT TREES WILL CONSIST OF MINIMUM 3" CALIPER TREES. SEE LANDSCAPE PLANS. TREE RETENTION NOTE.• 4 OF THE PROPOSED 11 TREES TO BE RETAINED ON LOT 9 ARE NOT COUNTED TOWARDS THE TREE RETENTION CALCULATIONS DUE TO THE MINIMUM TREE DENSITY REQUIREMENTS FOR SINGLE FAMILY DEVELOPMENT LOTS PER RMC 4.4.130. C. 9. d. Call 2 Working Days Before You Dig 811 Utilities Underground Location Center (ID,MT,ND,OR,WA) TESC LEGEND CL CONSTRUCTION LIMITS & HIGH VISIBILITY PLASTIC CONSTRUCTION FENCE TREES TO BE REMOVED 0 OFFSITE AND SENSI TI VE AREA TREES TO REMAIN DEAD, DISEASED OR DANGEROUS TREES (PER ARBORIST REPORT) 01 ,�.-- ' TREES TO BE RETAINED I r ARBORIST NOTE.• ANY CONSTRUCTION DONE WITHIN AN OFFSITE TREE DRIPLINE MUST BE DONE UNDER ARBORIST SUPERVISION. AS -BUILT NO AS-BUIL T INFORMA TION ON 7741S SHEET. "I CERTIFY THAT THE INFORMATION SHOWN HEREON WHICH WAS AS -BUILT BY D.R. STRONG, AND MAY INCLUDE LOCATIONS, ELEVATIONS, DEPTHS, PIPE SIZES, AND AS -BUILT COMMENTS, ACCURATELY REFLECTS EXIS77NG FIELD CONDITIONS AS DETERMINED BY ME OR UNDER MY P►Ep/ DIRECT SUPERVISION ON THIS DA7E 0411512020 OF WAS{y/ `SC' D.R. STRONG 2 D CONSULTING ENGINEERS 3 ENGINEERS PLANNERS SURVEYORS 53232 �� 620 - 7th AVENUE KIRKLAND, WA 98033 SS RFGI STEREO G 0 425.827.3063 F 425.827.2423 5 /ANAL �ZO N0. SE 1/4 SECTION 14, TOWNSHIP 23 N, RANGE 5 E, W.M. CEDARS A T THE HIGHLANDS -----` ====X 24"CPP=414.33 24"CPP=412.44 -/ /" I 1I i �I 11 II / I II I I I I R. 0. W. TREES DESCRIPTION TREE N0. CATEGORY DBH SPECIES DL HEALTH STRUCTURE VISIBLE DEFECTS THE 24 5291 SIGNIFICANT 18 FIR 16 1 2 DOUBLE LEADER THE 28 5292 SIGNIFICANT 20 FIR 14 1 1 THE 24 5294 SIGNIFICANT 24 FIR 16 1 1 THE 8 5295 SIGNIFICANT 7 CEDAR 10 1 1 TRD 12 5296 SIGNIFICANT 10 COTTONWOOD 10 2 1 DOGLEG TRD 8 12 14 5297 DANGEROUS 8,12,14 COTTONWOOD 16 1 3 PREVIOUS FAILURE, MULTIPLE LEADER TRD 10 5298 SIGNIFICANT 10 COTTONWOOD 12 1 1 TRD 8 5299 SIGNIFICANT 9 COTTONWOOD 10 1 1 THE 14 5300 SIGNIFICANT 12 FIR 10 2 1 THIN CANOPY TRD 16 5363 SIGNIFICANT 16 COTTONWOOD 14 1 2 DOUBLE LEADER TRD 10 5364 SIGNIFICANT 10 COTTONWOOD 12 1 1 TRD 10 5365 SIGNIFICANT 8 COTTONWOOD 10 1 2 ASYMMETRIC TRD 14 5366 SIGNIFICANT 14 COTTONWOOD 16 1 1 TRD 20 5430 SIGNIFICANT 20 COTTONWOOD 14 1 1 TRD 26 5431 SIGNIFICANT 22 COTTONWOOD 16 1 1 TRD 10 5432 SIGNIFICANT 10 COTTONWOOD 8 1 2 SUPPRESSED TRD 8 5433 DANGEROUS 6 WILLOW 8 3 3 DISEASE, DECAY TRD 10 5435 DANGEROUS 10 COTTONWOOD 12 1 3 TRUNK INJURY TRD 14 18 5436 SIGNIFICANT 10,14,18 COTTONWOOD 18 1 2 MULTIPLE LEADER THE 24 5498 DANGEROUS 20 FIR 16 1 3 ROOT SEVERED THE 16 5499 DANGEROUS 15 FIR 12 1 3 ROOT SEVERED TRD 8 5500 DANGEROUS 8 ALDER 14 1 3 ASYMMETRIC, TRUNK DECAY, ROOT SEVERED TRD 10 5501 DANGEROUS 10 ALDER 8 1 3 LEAN, SLENDER TRD 8 10 5504 DANGEROUS 8,10 ALDER 10 3 3 DECLINE, SUPPRESSED, DOUBLE LEADER THE 22 5505 SIGNIFICANT 20 FIR 16 2 1 THIN CANOPY THE 8 5506 DANGEROUS 6 FIR 8 1 3 SUPPRESSED, TRUNK DECA Y THE 22 5507 SIGNIFICANT 21 FIR 14 1 1 THE 16 5508 SIGNIFICANT 14 FIR 16 1 1 34 5546 DANGEROUS 8,8 APPLE 0 3 3 SPLIT ASSUNDER 35 5547 SIGNIFICANT 11 FIR 10 1 1 11 5548 DANGEROUS 8 ALDER 6 3 3 DECLINE, DECAY 38 5551 SIGNIFICANT 14 COTTONWOOD 16 1 1 TRD 10 5557 DANGEROUS 10 COTTONWOOD 12 1 3 SUPPRESSED TRD 26 5558 SIGNIFICANT 18 COTTONWOOD 16 1 2 ASYMMETRIC TRD 24 5559 DANGEROUS 16, 20 COTTONWOOD 25 1 3 DOUBLE LEADER, FAILURE TRD 30 5561 SIGNIFICANT 22 COTTONWOOD 20 1 1 TRD 28 5562 DANGEROUS 25 COTTONWOOD 20 1 3 TRUNK DECAY TRD 14 5563 SIGNIFICANT 12 COTTONWOOD 14 1 2 ASYMMETRIC TRD 22 26 5564 SIGNIFICANT 20, 24 COTTONWOOD 25 1 2 DOUBLE LEADER TRD 16 22 5565 SIGNIFICANT 16,18 COTTONWOOD 18 1 2 DOGLEG, DOUBLE LEADER TRD 24 5566 SIGNIFICANT 18 COTTONWOOD 18 1 1 TRD 32 5567 SIGNIFICANT 22 COTTONWOOD 25 1 2 PREVIOUS FAILURE, DOUBLE LEADER TRD 10 10 5666 DANGEROUS 10,10 ALDER 12 2 3 DECLINE, DECAY TRD 12 5667 SIGNIFICANT 12 ALDER 10 2 1 DECLINE TRD 12 5668 DANGEROUS 10 ALDER 8 3 3 DECLINE, DECAY TRD 8 5669 DANGEROUS 8 ALDER 10 3 1 DECLINE TREES OFFS/ TE DESCRIPTION TREE NO. CATEGORY DBH SPECIES DL HEALTH STRUCTURE VISIBLE DEFECTS THE 28 5283 SIGNIFICANT 28 COTTONWOOD 18 1 1 THE 12 5293 SIGNIFICANT 12 COTTONWOOD 14 1 1 THE 22 5311 SIGNIFICANT 22 FIR 16 1 2 ASYMMETRIC THE 12 5312 SIGNIFICANT 12 FIR 6 1 2 SUPPRESSED THE 18 5313 SIGNIFICANT 18 FIR 14 1 2 ASYMMETRIC THE 32 5314 SIGNIFICANT 28 FIR 16 1 1 THE 22 5315 SIGNIFICANT 22 CEDAR 12 1 1 THE 34 5338 DANGEROUS 35 CEDAR 12 3 3 DECLINE, NEARLY DEAD TRD 36 5339 DANGEROUS 20,35 MAPLE 25 2 3 DEADWOOD, DECLINE, DECAY THE 20 20 5342 SIGNIFICANT 22,28 CEDAR 16 1 2 DOUBLE LEADER THE 26 5390 SIGNIFICANT 27 CEDAR 12 1 2 MULTIPLE LEADER THE 16 5529 DANGEROUS 7 FIR 8 2 3 SUPPRESSED, TOPPED 42 5618 DANGEROUS 8 ALDER 14 3 3 DECLINE, DECAY, LEAN 43 5619 0 3 3 DEAD 44 5620 SIGNIFICANT 20 FIR 16 1 1 45 5623 DANGEROUS 58 CEDAR 18 1 3 DECAY, FAILURE OF ATTAMENT, LARGE WOUND ON TRUNK 47 5625 SIGNIFICANT 6 CEDAR 8 1 1 48 5626 LANDMARK 33 CEDAR 16 2 1 CHLOROTIC FOLIAGE 49 5627 SIGNIFICANT 8 CEDAR 8 1 1 50 5628 SIGNIFICANT 11 CEDAR 10 1 1 51 5629 SIGNIFICANT 12 CEDAR 14 1 2 ASYMMETRIC, DOUBLE LEADER 52 5630 LANDMARK 32 CEDAR 16 2 1 THIN FOLIAGE, CHLOROSIS 53 5631 SIGNIFICANT 11 CEDAR 12 1 2 ASYMMETRIC, SWEEP THE 36 5697 LANDMARK 36 CEDAR 18 1 2 ASYMMETRIC DEAD & DISEASED TREES NOTE SEE ARBORIST REPORT DATED MARCH 20, 2017, BY GREENFOREST INCORPORATED FOR INFORMA TION ON DEAD, DISEASED, OR DANGEROUS TREES. CITY COMMENTS 02.19.19 CITY COMMENTS 05.03.19 DRAFT AS-BUILTS REVISION DRD 04.11.19 YLP SURVEYED: SCALE: JGR AS NOTED CYW 06.20.19 YLP DESIGNED: YLP YLP 05.01.20 YLP DRAWN: GLB ONE INCH CHECKED: I AT FULL SCALE IF NOT ONE INCH BY DATE APPR SCALE ACCORDINGLY APPROVED:,A' VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/1991 DATUM NORTH GRAPHIC SCALE 0 20' 40' 80' 1 INCH = 40 FT. CITY OF 1;R] RENTON Nko• Planning/Building/Public Works Dept. R-405404_ IN COMPLIANCE WITH CITY OF RENTON STANDARDS CEDARS AT THE HIGHLANDS TREE RETENTION PLAN 14120160TH AVENUE SE RENTON, WASHINGTON 98059 01.29.19 PAGE: DRAWINC NO: C4 SHEET: OF: 28 D RS PROJECT NO. 16041 T T C) 0 C) T W, U r61 I� z Q J (D 2 w Cn OC Q 0 w U T T C) 0 T) V J T A, L 0') W T C) 0 0 T I D J O d� T C) 0 C) T No D RS PROJECT NO. 16041 VJ 0 z Q LU Q U) a 0 W U a N 6i M ro w z L, SE 1/4 SECTION 14, TOWNSHIP 23 N, RANGE 5 E, W.M. CEDARS A T THE Hi(;HLANDS FOUND 1/2" REBAR W/ CAP 30"CPP=432.01(N) 6'VBF IS 0.6'N. OF F'L STAMPED "DMP INC LS 22962 6'VBF IS 1.4'N. OF CB L 0.2'S. OF PROP LINE \ I L WATER VALVE \ 35 :...f:.�. FOUND 1/2" REBAR W/ CAP > & BLOWOFF 6'VBF IS 0.2'N. OF h' S) �`� F.I' STAMPED "DMP INC LS 22962" I (0 2' TALL CON 0.2'S. X 0.1'W. OF P.C. X BLOCK WALL @ ft' 6'VBF 4'HWF IS 0.8'S. OF h' 4'HWF IS �I -- - -- IA I - R 0.8'N. OF I 0.77 FF AllII / � SHOP DCB5.00 DC % 3(N) I f II MU Jet) I, I 5(W) . III DCB 3.85 7(S) O ;SMH 0.28 N,S) 1.53 a =TE IED ISK WN SE. 0/_ PSCr 0 FL - 426.03 ?<� �� fL - 421W I28.93 PS sox FL - 42160 s - 267x - 1.76x R. 422.46 SE 14>STPL � p - MU Si DC I TR, c HE MU `.,,,,, FL - 425.00 I ui AP \ PS -2 �_ s�35x FL-42ZS=a5ox - ... I� r II - FOUND 3" HE.., . _; I - _ �nED II\- BOLT 0.2'S. X 0.2'E. OF P.C. 4'HWF IS ON� 6'CL� 1 F h'_ 0.1 N. OF II 4'HWF IS 1.0'S. OF h' 0 II SDCB 0 RIM=427.56 II12"CPP=424.56(N,S) I II L SSMH RIM=420.8E CONS TRUC T/ON SEQUENCE.• 1. PRE -CONSTRUCTION MEETING. 2. POST SIGN WITH NAME AND PHONE NUMBER OF ESC SUPERVISOR (MAY BE CONSOLIDATED WITH THE REQUIRED NOTICE OF CONSTRUCTION SIGN). J. FLAG OR FENCE CLEARING LIMITS AND PROVIDE TREE PROTECTION. 4. INSTALL CATCH BASIN PROTECTION IF REQUIRED. 5. GRADE AND INSTALL CONSTRUCTION ENTRANCE(S). 6. CONSTRUCT OUTFALL CONVEYANCE SYSTEM FROM CB208 TO CB 8. 7. INSTALL PERIMETER PROTECTION (SILT FENCE, BRUSH BARRIER, ETC.). 8. CONSTRUCT DETENTION VAULT AND SEDIMENT TRAPS IF REQUIRED. 9. GRADE AND STABILIZE CONSTRUCTION ROADS. 10. CONSTRUCT SURFACE WATER CONTROLS (INTERCEPTOR DIKES, PIPE SLOPE DRAINS, ETC.) SIMULTANEOUSLY WITH CLEARING AND GRADING FOR PROJECT DEVELOPMENT. 11. MAINTAIN EROSION CONTROL MEASURES IN ACCORDANCE WITH APPENDIX D OF THE SURFACE WATER DESIGN MANUAL AND MANUFACTURER'S RECOMMENDA TIONS 12. 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 CI TY S EROSION AND SEDIMENT CONTROL STANDARDS 13. 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. 14. STABILIZE ALL AREAS THA T REACH FINAL GRADE WI THIN SEVEN DA YS 15. SEED OR SOD ANY AREAS TO REMAIN UNWORKED FOR MORE THAN 30 DA YS. 16. UPON COMPLETION OF THE PROJECT, ALL DISTURBED AREAS MUST BE STABILIZED AND BMPS REMOVED IF APPROPRIATE. Call 2 Working Days Before You Dig 811 Utilities Underground Location Center (ID,MT,ND,OR,WA) PI E / �O OF WA 8 j, SC P / T9 53232 �� is R ""TERE� [7\ S/ONAL �ZO NO TES: SSMH II RIM=425.61 IE DROP=417.21 8"PVC (N,E,S) CTR CHANNEL=403.90 IS 4'HWF CORNER IS `JL• \OF R 0.2'S X 0.1'W. OF c(g X \ , \ 0\2'S. OF\. C(EA Is I II �420 '11 II II CARPO T L - - CL i • \^\` �� �\Y` X X II l YWOL.L T , \ PR07ECngwtin XX7� J II ' � VAULT TO BE ? 4"' `�F UTILIZED FOR / = I II O SEDIMENT POND ONCE FLOOR AND �S fi- WALLS ARE CONSTRUCTED , - ' ' SSMH RIM=421.45 - ' 0 1.001 51CQPC� 8 PVC (N,S) CTR CHANNEL=403.70 TRUCTION - \ AREA: ALL ' \ 7/ALS AND 9S TO BE FL - 421.82 C� 9 HERE (IN /� MU S - 1.40x AND ONLY I I COVERED TALL 71MES. STOCKPILE SHALL BE PS I I �' 17H PLASTICFL 42a ' RAP PRIOR Y ACTIVITY. j rFL - 421.80 - 420 - - \ S - 0.70x S - 25ox = \ ,FL ---- SHED IK" 6'VBF IS 0. SS. OF F>' 1. ADDITIONAL EROSION CONTROL MEASURES MAY BE REQUIRED AS DEEMED NECESSARY BY COR INSPECTOR. 2. COORDINATE WITH NEIGHBORING PROPERTY OWNERS THE REMOVAL OF FENCES AND STRUCTURES. J. BAKER TANKS (AS NECESSARY) WILL BE UTILIZED. 4. MEASURES WILL BE PROVIDED TO ENSURE THAT NO RUNOFF FROM THE SITE SHALL GO TO ADJACENT PROPERTIES EITHER DURING OR AFTER CONSTRUCTION. 5. SILT FENCE WILL BE PROVIDED AT ALL DOWN SLOPES. 6. GEOTECHNICAL ANALYSIS INDICATES PERCHED GROUNDWATER IS LIKELY PRESENT ACROSS MUCH OF THE SITE. IF GROUNDWATER IS ENCOUNTERED DURING EXCAVATION, THEN DE -WATERING MEASURES ARE TO BE UTILIZED AS NEEDED PER GEOTECHNICAL RECOMMENDATIONS. 7. DOE CONSTRUCTION STORMWA TER GENERAL PERMIT NUMBER: XXXXXXXXX ARBORIST NOTE: ANY CONSTRUCTION DONE WITHIN AN OFFSITE TREE DRIPLINE MUST BE DONE JNDER ARBORIST SUPERVISION. AS -BUILT NO AS -BOIL T INFORMA 77ON ON THIS SHEET. "I CER77FY THAT THE INFORMA77ON SHOWN HEREON WHICH WAS AS -BUILT BY D.R. STRONG, AND MAY INCLUDE LOCATIONS, ELEVAPONS, DEP774S, PIPE SIZES, AND AS -BUILT COMMENTS, ACCURA7LI-LY REFLECTS EXIS77NG FIELD COND177ONS AS DE7ERMINED BY ME OR UNDER MY DIRECT SUPERVISION ON 7HIS DA7E 0411512020 1 D.R. STRONG 2 DR CONSUL TING ENGINEERS 3 ENGINEERS PLANNERS SURVEYORS 620 - 7th AVENUE KIRKLAND, WA 98033 0 425.827.3063 F 425.827.2423 Iil CONC J 3'VBF --- - - X WALL 24"CPP=414.33 24"CPP=412.44 I I II 1 I 1 1 / t A:i 48" ULVERT=407.43(S) 48' CULVERT=407.33(N) I I ... II I I I o I � d- I I I 11I1 I I III I III1 :; I I II,I I I III �1 C SSMH II �1 Q)i RIM=410A0 1 11 I 8"PVC (N,S) I� ,III CTR CHANNEL=396.95 Y 1111 11111 Or II 12"CONC= 01.41(NW) CITY COMMENTS 02.19.19 CITY COMMENTS 05.03.19 DRAFT AS -GUILTS REVISION DRD 04.11.19 YLP SURVEYED: JGR CYW 06.20.19 YLP DESIGNED: YLP YLP 05.01.20 YLP DRAWN: GLB CHECKED: YLP BY DATE APPR APPROVED: MAJ SCALE: AS NOTED ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/1991 DATUM TESC LEGEND CL CONSTRUCTION LIMITS SF REINFORCED SILT FENCE C7 C7 C7 � 7 C7 < -, -� STABILIZED CONSTRUCTION ENTRANCE C _0_ DUST CONTROL MU MULCHING, MATTING, & COMPOST BLANKETS O INLET PROTECTION PS PERMANENT SEEDING AND PLANTING SS STREET SWEEPING & VACUUMING - ...... - IN TERCEP TOR SCALE WITH ROCK CHECK DAM EVERY 50' 12" TEMPORARY CULVERT RIP RAP PAD TREE PROTECTION FENCE O1 EXISTING STRUCTURE TO REMAIN PER 5-YEAR TIER // TEMPORARY USE PERMIT TREES TO BE REMOVED OFFSITE AND SENSI TI VE AREA TREES TO REMAIN DEAD, DISEASED OR DANGEROUS TREES (PER ARBORIST REPORT) TREES TO BE RETAINED SEDIMENT POND SIZING SUMMARY THE SEDIMENT POND WAS SIZED USING THE REQUIREMENTS STATED IN APPENDIX D' OF THE 2017 CITY OF RENTON SURFACE WATER DESIGN MANUAL SECTION D.2.1.5.2 WHICH REQUIRES 2,080 S.F. OF SURFACE AREA PER CFS OF INFLOW WHICH WAS CALCULATED USING WWHM2012 (15 MIN TIME STEPS) TO ANALYZE THE DEVELOPED SITE CONDI TIONS. POND (CATCHMENT AREA: 4.123 AC.) 10-YEAR PEAK FLOW RATE...................1.809 CFS REQUIRED SURFACE AREA ..................... 3,76J S.F. PROVIDED SURFACE AREA.....................4,853 S.F. DE WA TER/NG NO TE.• DEWATERING IS NOT ANTICIPATED FOR THE SITE. SHOULD DEWATERING CONTROL BE NECESSARY, CONTRACTOR SHALL APPLY FOR A CONSTRUCTION DEWATERING PERMIT WITH BOTH KING COUNTY AND CITY OF RENTON IN ORDER TO DISCHARGE TO THE SANITARY SEWER SYSTEM IN 162ND AVENUE SE. NORTH GRAPHIC SCALE 0 20' 40' 80' 1 INCH = 40 FT. CITY OF RENTON Nkov Planning/Building/Public Works Dept. .IIIIIIIIIIIIIi IN U CD T O O T i Q J R-405406 z IN COMPLIANCE WITH CITY OF RENTON STANDARDS Q LU DATE: Q CEDARS AT THE HIGHLANDS FlELDBO029.19 0 CLEARING AND TESC PLAN 0 PAGE: DRAWING N 14120160TH AVENUE SE C 6 0 LLI RENTON, WASHINGTON 98059 SHEET: 6 OF:28 U DRS PROJECT NO. 16041 w m z LLij L� 2'x2' 14 GAUGE WIRE, OR EQUIVALENT, IF STANDARD STRENGTH FABRIC USED 2' MIN. FILTER FABRIC I I ------------ 6' MAX. 12' MIN. POST SPACING MAY BE INCREASED 4 x4' MIN. TRENCH TO 8' IF WIRE BACKING IS USED I I BACKFILL TRENCH WITH NATIVE SOIL OR 3/4' TO 1-1/2'WASHED GRAVEL 2'x4' WOOD POSTS. STEEL FENCE POSTS, OR EQUIVALENT (TYP.) NOTES: 1. CONDITIONS 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 IT INTENDED TO TREAT SUBSTANTIAL AMOUNTS OF OVERLAND FLOW. ANY CONCENTRATED FLOW MUST BE CONVEYED THROUGH THE DRAINAGE SYSTEM TO A SEDIMENT TRAP OR POND. 2. DESIGN AND INSTALLATION SPECIFICATIONS 2.1. THE GEOTEXTILE USED MUST MEET THE STANDARD LISTED BELLOW. A COPY OF THE MANUFACTURER'S FABRIC SPECIFICATIONS MUST BE AVAILABLE ON SITE. AOS (ASTM D4751) 30-100 SIEVE SIZE (0.60-0.15mm) FOR SILT FILM 50-100 SIEVE SIZE (0.30-0.15mm) FOR OTHER FABRICS WATER PERMITTIVITY (ASTM D4491) 0.02 SEC" MINIMUM GRAB TENSILE STRENGTH (ASTM D4632) 180 LBS. MIN. FOR EXTRA STRENGTH FABRIC 100 LBS. MIN. FOR STANDARD STRENGTH FABRIC GRAB TENSILE ELONGATION (ASTM D4632) 30% MAX. (WOVEN) ULTRAVIOLET RESISTANCE (ASTM D4355) 70% MIN. 2.2. STANDARD STRENGTH FABRIC REQUIRES WIRE BACKING TO INCREASE THE STRENGTH OF THE FENCE. WIRE BACKING OR CLOSER POST SPACING MAY BE REQUIRED FOR EXTRA STRENGTH FABRIC IF FIELD PERFORMANCE WARRANTS A STRONGER FENCE, 2.3. WHERE THE FENCE IS INSTALLED, THE SLOPE SHALL NOT BE STEEPER THAN 2HAV 2.4. IF A TYPICAL SILT FENCE IS USED, THE STANDARD 4'X4' TRENCH MAY BE REDUCED AS LONG AS THE BOTTOM 8 INCHES OF THE SILT FENCE FABRIC IS WELL BURIED AND SECURE IN A TRENCH THAT STABILIZES THE FENCE AND DOES NOT ALLOW WATER TO BYPASS OR UNDERMINE HE SILT FENCE. 2.5. FILTER FABRIC FENCES SHALL BE INSTALLED ALONG CONTOURS WHENEVER POSSIBLE. 3. MAINTENANCE STANDARDS 3.1. ANY DAMAGE SHALL BE REPAIRED IMMEDIATELY. 3.2. IF CONCENTRATED FLOWS ARE EVIDENT UPHILL OF 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 REMOVE THE TRAPPED SEDIMENT. 3.4. SEDIMENT MUST BE REMOVED WHEN SEDIMENT IS 6 INCHES HIGH. 3.5. IF THE FILTER FABRIC (GEOTEXTILE) HAS DETERIORATED DUE TO ULTRAVIOLET BREAKDOWN, IT SHALL BE REPLACED. UNLESS OTHERWISE NOTED. DRAWING IS NOT TO SCALE (NTS) STD. PLAN - 214.00 FiRlPUBLIC WORKS SILT FENCE PR 9/Zs/Zola I DEPARTMENT GAZ V4111071vw� won. •am�,.v,�o. DATE :45 An SE 1/4 SECTION 14, TOWNSHIP 23 N, RANGE 5 E, W.M. CEDARS A T THE HIGHLANDS / �x\gS`NL'vLOPO 1 PAVEDDRIVEWAYS SHALL BE TO THE EDGE OF THE RIGHT-OF-WAY PRIOR TO INSTALLATION OF THE CONSTRUCTION ENTRANCE TO R = 25' MIN. �J AVOID DAMAGING OF THE ROADWAY. 2. IT IS RECOMMENDED THAT THE ENTRANCE BE CROWNED SO THAT RUNOFF DRAINS OFF THE PAD INSTALL DRIVEWAY CULVERT IF THERE IS A ROADSIDE DITCH PRESENT, AS PER CITY ROAD STANDARDS 4'-8' QUARRY SPALLS GEOTEXTILE 12' MIN. THICKNESS 100' MIN. 16 MIN. PROVIDE FULL WIDTH OF INGRESS/EGRESS AREA NOTES: 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. 1.2. FOR RESIDENTIAL CONSTRUCTION PROVIDE STABILIZED CONSTRUCTION ENTRANCES FOR EACH RESIDENCE IN ADDITION TO THE MAIN SUBDIVISION ENTRANCE. STABILIZED SURFACES SHALL BE OF SUFFICIENT LENGTHIWIDTH TO PROVIDE VEHICLE ACCESS/PARKING, BASED ON LOT SIZEICONFIGURATION. 2. DESIGN AND INSTALLATION SPECIFICATIONS 2.1. A SEPARATION GEOTEXTILE SHALL BE PLACED UNDER THE SPALLS TO PREVENT FINE SEDIMENT FROM PUMPING UP INTO THE ROCK PAD. THE GEOTEXTILE SHALL MEET THE FOLLOWING STANDARDS: GRAB TENSILE STRENGTH (ASTM D4632) 200 LBS. MIN. GRAB TENSILE ELONGATION (ASTM D4632) 30% MAX. (WOVEN) CBR PUNCTURE STRENGTH (ASTM D6241) 495 LBS. MIN. ADS (ASTM D4751) 2045 (U.S. STANDARD SIEVE SIZE) 2.2. DO NOT USE CRUSHED CONCRETE. CEMENT, OR CALCIUM CHLORIDE FOR CONSTRUCTION ENTRANCE STABILIZATION BECAUSE THESE PRODUCTS RAISE PH LEVELS IN STORMWATER AND CONCRETE DISCHARGE TO SURFACE WATERS OF THE STATE IS PROHIBITED. 2.3. HOG FUEL (WOOD BASED MULCH) MAY BE SUBSTITUTED FOR OR COMBINED WITH QUARRY SPALLS IN AREAS THAT WILL NOT 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. 2.4. FENCING SHALL BE INSTALLED AS NECESSARY TO RESTRICT TRAFFIC TO THE CONSTRUCTION ENTRANCE. 2.5. 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 FROM 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 A WHEEL WASH. IF WASHING IS USED, IT SHALL BE DONE ON AN AREA COVERED WITH CRUSHED ROCK, AND WASH WATER SHALL DRAIN TO A SEDIMENT TRAP OR POND. 3.3. ANY SEDIMENT THAT IS TRACKED ONTO PAVEMENT SHALL BE REMOVED IMMEDIATELY BY SWEEPING. THE SEDIMENT COLLECTED BY SWEEPING SHALL BE REMOVED OR STABILIZED ON SITE. THE PAVEMENT SHALL NOT BE CLEANED BY WASHING DOWN THE STREET. EXCEPT WHEN SWEEPING IS INEFFECTIVE AND THERE IS A THREAT TO PUBLIC SAFETY. IF IT IS NECESSARY TO WASH THE STREETS, A SMALL SUMP MUST BE CONSTRUCTED. THE SEDIMENT WOULD THEN BE WASHED INTO THE SUMP WHERE IT CAN BE CONTROLLED AND DISCHARGED APPROPRIATELY. WASH WATER MUST BE PUMPED BACK ONTO THE SITE AND CANNOT DISCHARGE TO SYSTEMS TRIBUTARY TO SURFACE WATERS. 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. UNLESS OTHERWISE NOTED, DRAWING IS NOT TO SCALE (NITS) STD. PLAN - 215.10 PRI PUBLIC WORKS ROVED: DEPARTMENT STABILIZED CONSTRUCTION ENTRANCE GAZ 9/28/2018 1 vurDATE :45 AP TREE PROTECTION MEASURES 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, AT A DISTANCE SURROUNDING THE TREE EQUAL TO ONE AND ONE —QUARTER FEET (1.25) FOR EVERY ONE INCH (1) OF TRUNK CALIPER, WHICHEVER IS GREATER, OR ALONG THE PERIMETER OF A TREE PROTECTION TRACT. PLACARDS SHALL BE PLACED ON FENCING EVERY FIFTY FEET (50) INDICATING THE WORDS, 'NO TRESPASSING — PROTECTED TREES, " OR ON EACH SIDE OF THE FENCING IF LESS THAN FIFTY FEET (50). SITE ACCESS TO INDIVIDUALLY PROTECTED TREES OR GROUPS OF TREES SHALL BE FENCED AND SIGNED. INDIVIDUAL TREES SHALL BE FENCED ON FOUR (4) SIDES IN ADDITION, THE APPLICANT SHALL PROVIDE SUPERVISION WHENEVER EQUIPMENT OR TRUCKS ARE MOVING NEAR TREES. C. PROTECTION FROM GRADE CHANGES. • IF THE GRADE LEVEL ADJOINING TO A TREE TO BE RETAINED IS TO BE RAISED, THE APPLICANT SHALL CONSTRUCT A DRY ROCK WALL OR ROCK WELL AROUND THE TREE. THE DIAMETER OF THIS WALL OR WELL MUST BE EQUAL TO THE TREE'S DRIP LINE. d, IMPERVIOUS SURFACES PROHIBITED WITHIN THE DRIP LINE. • THE APPLICANT MAY NOT INSTALL IMPERVIOUS SURFACE MATERIAL WITHIN THE AREA DEFINED BY THE DRIP LINE OF ANY TREE TO BE RETAINED. e. RESTRICTIONS ON GRADING WITHIN THE DRIP LINES OF RETAINED TREES. • THE GRADE LEVEL AROUND ANY TREE TO BE RETAINED MAY NOT BE LOWERED WITHIN THE GREATER OF THE FOLLOWING AREAS. (/) THE AREA DEFINED BY THE DRIP LINE OF THE TREE, OR (ll) AN AREA AROUND THE TREE EQUAL TO ONE AND ONE—HALF FEET (1-112) IN DIAMETER FOR EACH ONE INCH OF TREE CALIPER. THE REVIEWING OFFICIAL MA Y REQUIRE A LARGER TREE PROTECTION ZONE BASED ON TREE SIZE, SPECIES, SOIL, OR OTHER CONDITIONS. f. MULCH LAYER REQUIRED: ALL AREAS WITHIN THE REQUIRED FENCING SHALL BE COVERED COMPLETELY AND EVENLY WITH A MINIMUM OF THREE INCHES (3') OF BARK MULCH PRIOR TO INSTALLATION OF THE PROTECTIVE FENCING. EXCEPTIONS MAY BE APPROVED BY THE REVIEWING OFFICIAL IF THE MULCH WILL ADVERSELY AFFECT PROTECTED GROUND COVER PLANTS g. MONITORING REQUIRED DURING CONSTRUCTION. THE APPLICANT SHALL RETAIN A PROFESSIONAL ARBORIST OR LICENSED LANDSCAPE ARCHITECT TO ENSURE TREES ARE PROTECTED FROM DEVELOPMENT ACTIVITIES ANDIOR TO PRUNE BRANCHES AND ROOTS, FERTILIZE, AND WATER AS APPROPRIATE FOR ANY TREES AND GROUND COVER THAT ARE TO BE RETAINED. h. ALTERNATIVE PROTECTION: ALTERNATIVE SAFEGUARDS MAY BE USED IF DETERMINED TO PROVIDE EQUAL OR GREATER TREE PROTECTION. I � Call 2 Working Days Before You Dig 811 Utilities Underground Location Center OD,MT,ND,OR,WA) P) E / �O OF WA S SC P /-13 T9 53232 is REGISTERED �\ S/ONAL �ZO AS -BUILT NO AS —BOIL T INFORMA TION ON THIS SHEET. "I CER77FY THAT THE INFORMA77ON SHOWN HEREON WHICH WAS AS —BUILT BY D.R. S7RONG, AND MAY INCLUDE LOCATIONS, ELEVA77ONS, DEP774S, PIPE SIZES, AND AS —BUILT COMMENTS, ACCURA7ELY REFLECTS EXIS77NG FIELD COND177ONS AS DE7ERMINED BY ME OR UNDER MY DIRECT SUPERVISION ON 7HIS DA7E 0411512020 60 1 DRD.R. STRONG 2 CONSULTING ENGINEERS 3 ENGINEERS PLANNERS SURVEYORS 1) 620 - 7th AVENUE KIRKLAND, WA 98033 0 425.827.3063 F 425.827.2423 CITY COMMENTS 02.19.19 CITY COMMENTS 05.03.19 DRAFT AS —GUILTS REVISION DRD 04.11.19 YLP SURVEYED: JGR CYW 06°20°19 YLP DESIGNED: YLP YLP 05°01 °20 YLP DRAWN: GLB CHECKED: YLP BY DATE APPR APPROVED: MAJ SCALE: AS NOTED ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY 5' MAX. DRAINAGE GRATE TRIM GRATE FRAME _ C— OVERFLOW BYPASS 1 BELOW INLET GRATE DEVICE SEDIMENT AND DEBRIS' FILTERED WATER SECTION VIEW DRAINAGE GRATE (RECTANGULAR GRATE SHOWN) RETRIEVAL SYSTEM (TYP.) OVERFLOW BYPASS (TYP.) BELOW INLET GRATE DEVICE ISOMETRIC VIEW NOTES: 1. PROTECTION SHALL BE PROVIDED FOR ALL STORM DRAIN INLETS DOWNSLOPE AND WITHIN 500 FEET OF A DISTURBED OR CONSTRUCTION AREA, UNLESS THE RUNOFF THAT ENTERS THE CATCH BASIN WILL BE CONVEYED TO A SEDIMENT POND OR TRAP. 2. INLET PROTECTION SHALL BE USED TO PROTECT HE DRAINAGE SYSTEM. 3. THE CONTRIBUTING DRAINAGE AREA MUST NOT BE LARGER THAN ONE ACRE. 4. SIZE THE BELOW INLET GRATE DEVICE (BIGD) FOR THE STORMWATER STRUCTURE IT WILL SERVICE. 5. THE BIGD SHALL HAVE A BUILT-IN HIGH -FLOW RELIEF SYSTEM (OVERFLOW BYPASS). 6. THE RETRIEVAL SYSTEM MUST ALLOW REMOVAL OF THE BIGD WITHOUT SPILLING THE COLLECTED MATERIAL. 7. PERFORM MAINTENANCE IN ACCORDANCE WITH STANDARD SPECIFICATION 8-01.3(15). 8. ANY SEDIMENT IN THE CATCH BASIN INSERT SHALL BE REMOVED WHEN THE SEDIMENT HAS FILLED ONE-THIRD OF THE AVAILABLE STORAGE. THE FILTER MEDIA FOR THE INSERT SHALL BE CLEANED OR REPLACED AT LEAST MONTHLY. UNLESS OTHERWISE NOTED. DRAWING IS NOT TO SCALE (NTS) STD. PLAN - 216.30 DR)PUBLIC WORKS APPR ED: DEPARTMENT CATCH BASIN INSERT GAZ 9/28/2018 1 v„mw won, •em,�,u.na DATE NO TES: 1. 6—FT. HIGH TEMPORARY CHAIN LINK FENCE SHALL BE PLACED AT THE DRIPLINE OF THE TREE TO BE SAVED. FENCE SHALL COMPLETELY ENCIRCLE THE TREE(S). INSTALL FENCE POSTS USING PIER BLOCKS ONLY. AVOID DRIVING POSTS OR STAKES INTO MAJOR ROOTS 2. FOR ROOTS OVER 1—IN DIA. THAT ARE DAMAGED DURING CONSTRUCTION, MAKE A CLEAN, STRAIGHT CUT TO REMOVE THE DAMAGED PORTION. ALL EXPOSED ROOTS SHALL BE TEMPORARILY COVERED WITH DAMP BURLAP TO PREVENT DRYING, AND SHALL BE COVERED WITH SOIL AS SOON AS POSSIBLE- 3. WORK WITHIN PROTECTION FENCE SHALL BE DONE MANUALLY. NO STOCKPILING OF MATERIALS, VEHICULAR TRAFFIC, OR STORAGE OF EQUIPMENT OR MACHINERY SHALL BE ALLOWED WITHIN THE LIMIT OF THE FENCING. TREE PROTECTION DETAIL NTS VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/1991 DATUM CITY OF RENTON Planning/Building/Public Works Dept. DRIPLINE :45 AP R-405407 IN COMPLIANCE WITH CITY OF RENTON STANDARDS CEDARS AT THE HIGHLANDS TESC NOTES AND DETAILS 14120160TH AVENUE SE RENTON, WASHINGTON 98059 01.29.19 PAGE: C/ SHEET: OF: 2Q DRS PROJECT NO. 160G41 kk� C) TO V J T IN An VMJ CO T 0 C) 0 I T I J It LO LU w Q w LEVEL BOTTOM 12" MIN 2' MIN. SWALE SPACING DEPENDS ON SLOPE GRADIENT 2 2 MAX MAx. 11- 1. CONDITIONS OF USE 1.1. REQUIRED AT: ".1. THE TOP OF ALL SLOPES IN EXCESS OF 3HAV AND WITH MORE THAN 20 FEET OF VERTICAL RELIEF. 1.1.2. AT INTERVALS ON ANY SLOPES THAT EXCEEDS THE DIMENSIONS SPECIFIED BELOW. AVERAGE SLOPE SLOPE PERCENT FLOW PATH LENGTH 20H:1V (OR LESS) 3-5% 300 FEET (10 TO 20)H:1V 5-10% 200 FEET (4 TO 10)HAV 10-25% 100 FEET (2 TO 4)H:1 V 25-50% 50 FEET 2. DESIGN AND INSTALLATION SPECIFICATIONS 2.1. FOR SLOPES STEEPER THAN 2HA V WITH MORE THAN 10 FEET OF VERTICAL RELIEF, BENCHES MAY BE CONSTRUCTED OR CLOSER SPACED INTERCEPTOR SWALES MAY BE USED. THE DESIRED MEASURE MUST 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 FACILITIES DO NOT REGULARLY RETAIN STORM RUNOFF, THE CAPACITY AND/OR FREQUENCY OF THE SWALES SHALL BE INCREASED. UNLESS OTHERWISE NOTED, DRAWING IS NOT TO SCALE (NTS) STD. PLAN - 217.10 PRI DEPARTMENT PUBLIC WORKS INTERCEPTOR SWALE PPR D 9/28/2018 1 GAZ wbi.Won.•em 11no, DATE Call 2 Working Days Before You Dig 811 Utilities Underground Location Center (ID,MT,ND,OR,WA) :45 AN SE 1/4 SECTION 14, TOWNSHIP 23 N, RANGE 5 E, W.M. CEDARS A T THE HIGHLANDS 2'-4" ROCK 2 1� A SECTION A L L = THE DISTANCE SUCH THAT POINTS A AND B ARE OF EQUAL ELEVATION BOTTOM OF DITCH B I r 18" MIN. NOTES: 1. CONDITIONS OF USE 1.1. WHERE THERE IS CONCENTRATED RUNOFF FROM DISTURBED AREAS TO AND FROM SEDIMENT 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 6 INCHES 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 OR NET. UNLESS OTHERWISE NOTED, DRAWING IS NOT TO SCALE (NTS) STD. PLAN - 217.40 • PUBLIC WORKS PPR o: `a1) DEPARTMENT DITCH CHECK DAMS GAZ 9/28/2018 1 Pubi[ Wont bminnua,a DATE AS -BUILT NO AS-BUIL T /NFORMA TION ON THIS SHEET. I/ CER77FY THAT THE /NFORMA77ON SHOWN HEREON WHICH WAS AS -BUILT BY D.R. STRONG, AND MAY INCLUDE LOCATIONS, ELEVA77ONS, DEPTHS, PIPE SIZES, AND AS -BUILT COMMENTS, ACCURA TFL Y REFLECTS EXIS77NG FIELD COND177ONS AS DETERMINED BY ME OR UNDER MY P►Epj DIRECT SUPERVISION ON THIS DATE.• 0411512020 �O OF WASy/ sC D.R. STRONG 2 DCONSULTING ENGINEERS 3 R SDI) ENGINEERS PLANNERS SURVEYORS 53232 620 - 7th AVENUE KIRKLAND, WA 98033 SS RFGI ST ERE G O 425.827.3063 F 425.827.2423 /ONAL c \"10 N0. CITY COMMENTS 02.19.19 CITY COMMENTS 05.03.19 DRAFT AS-BUILTS REVSON :45 AN DRD 04.11.19 YLP SURVEYED: SCALE: JGR AS NOTED CYW 06.20.19 YLP DESIGNED: YLP YLP 05.01.20 YLP DRAWN: GLB ONE INCH CHECKED: YLP AT FULL SCALE IF NOT ONE INCH BY DATE APPR SCALE ACCORDINGLY APPROVED: MAJ EROSION AND SEDIMENT CONTROL (ESC) STANDARD PLAN NOTE THE FOLLCIWING IS A LISTING* `OF GE1`ff RAIL DOTES THAT SHALL BE IN!DORPORATED IN THE ERDSIOP4 AND SEDIMENT OONTP01. ?ESC PLEAD SET- ALL THE "OTES -ON THE LIST MAY NOT PERTAW TO EMERY PRDJEC7 THE APPLICANT CR CWNER. HEREBY REFERRED TO ASAPPLIICAWT. MAY STRIKE OUT IRRELEVANT NOTES IF NOT APKICAEk E TO THE PWUEOT. HOWIDVER. THE APPLFiQAmT SHALL NOT RENwMBER NOR FLIT THE KMAiNINO hoTE$. IF Aj) i *OVAL WYES AK +IEEDEO FOR SKC-1FIC ASPECTS, THEY SHALL BE ADDED AFTER THE ESC STANDARD FLAN NOTES. I BEFORE ANY OUNS1ROCnOIA UP DEVELOPMENT ACTIVITY UCCkft. A PRE-00 WTRi19CMN ml!VmG SHALL $E HELD AMONG tHIE 01 TY r3fi REN74N. HEREBY MFERRED TO A& TOE CITY, THE APPLICANT, AND THE APPLE -ANTS CONTRACTOR. 2 THE APPLICANT IS RESPONSIBLE FOR OSTAWING THE' VASH NGTON STATE DEPARTMENT -OF EGOLC'GY (ECOLOGY}C0N5TRUr_TIQI1 5T019r4WATER GENERAL PERMIT. IF IT * REQU311CD FOR THE PROJECT, THE r>,P.PLKAWr SHAL PROS THE OITY 00MESOF ALL MONETQfah* REPORT$ RROMCiE€I TO FCOLOGY ASSOCATED WITH THE C0NSTRt1CTJ0f? STORMMIATER GENERAL PERMIT. THE I=SC F`:LJ%N SET :5IjALL INCLUDE AN ESG 0ONS TRUCTION SEOUENUE DETAILah6 THE CftERED STERB THAT 5HALL BE FOILLOWE'D FROW 1 5TRI-PC7104 r0Mk46NaCEM GNT TO POST-PROJECT0-EAlwUP 1N CADER TO FL .PILL PROJECT ESC Rr=QNAAEMENT$. d THE BOUNDARIES OF THE UEARIN7G LIMITS. SENSITNE AREAS Ad,10 THEIR SUFFERS. AND AIRZA5 OF VEGETATION PRESERVATION AND TREE RF-TENT#ON AS PRE6CHWE0 CM THE PLAN(S) SIiALL BE CLEARLY UfAINEA1EC OV FEtICINGAND I' iXECTP-D IN If HE F*U3 34A000RDANCt WITH A!"ISENDIX D OF'THE-Cif y Ov F[ENTON VJRFACE WATER DESIGN MANUAL [RENT SIhT I] PRIOR TO THE $TART OF CQNSTRUCTION DuRtNG THE CONSTRUCTION PERIOD, NQ DISTURBANCE BEYOND THE CLEARING LIMITS SHALL BE PERMITTED. THE CLEARING LIMITS SHALL BE MAIN{AJUED BY THE APPLIC'y5l TI -ESC SUPI=RM&OR FOR THE CIUR&MON-OF UUNSTRUCT10N. 5. STAaILIMD CONSTRUCTION ENTRMCES SHALL BE INSTALLED AT THE BEGINNING C)F CONSTRUCTION AND MAIN1;AWED FOR THE DURATION OF THE PROJECT. A❑DFMNAL MEASLNWS, SUEH AS CONSTRUCTEO WYHEEL WA,S+I Sy -STEMS OR WASH PADS, MAY BE REQUIRED TO ENSME THALT AIL PAVED AREAS ARE KEPT CLEAN ANCI TFL K-Ou7 TO RUAO RI-5Ri OF wA'Y IaUt%� I.J r i)GCLN i:gR rKE auR TiON OF rHe pvojECr, I1: SI=aIMErg1 LS TRACKED OF:ROtT:E. PuOL1-. IDS SHAL.. BE 4�kr=AkEa TI.10RO IGHLY AT THE END OF EACH DAY, OR MORE FREDUr=NTLY DURING Ihl=-T Wr=ATFIE-R AS NF=CF=S&ARY TO PRCvENT SEDIMENT FROM ENTERING WATERS OF THE STATE. P,, WASf*LrT R�O+H CO IRIETE TRIXKS SHALL X PLWORME D OF 1=_811; to OR IN OESI[3NATE0 KAETC; WA8HOiIJ T AREAS ONLY 00 wOY IAiASH 0VT COHORETF. TRUCKS 014TO THE GROUND, OR TO STORM DRA114S OR OPEN EXTCHES. C*I.SaTE DUMPING OF r=XCESS CON RETE SMALL ONLY OCCUR IN DE&'1GNATED GC CRET� WASHODT AREAS. F ALL RE04ji ES 1;84 I)Mik; GILL K OnN$TRUiJ TFQ AND HN OPERATION PRIOR TO LAND OLWINO AKM)R OQNSTRUCT+DN TO PRFSt€I*T 11AANSPOnTATION OF SEDIMENT TO SURFACE WATER, DRAgRAGE SYSTEMS AND ADJACENT PROPERTIES. ALL ESC 9MPS SHALL BE MMAINTAJNEU IN A SATISFACTORY CONDITION LfNTm SUCH TIME THAT UEARING AND CftCr.MTRUOTIO?k IS COMPLETE ARID POTENTIAL FOR OWSITE EROSION "S PASSED. ALL BBC BMRS SHALL BE REMD'4'E&AFTER CRNB'fFi TaON 15 MPLETED W07HE SITE l-"BEEM STAIDIL IZED i0 iEN5LJR,E Po r•ENt 1A, FOA QH•SITE EROSION LOSS NOT i,1 1 T:ILCIMPLFMEr1NTATIC)N. ktAINTENANCE R.=PLACEMP-NT, ENHANCEMENT, A+4fi E IE-MOV tIL OF ESC &LAPS SHALL BE THE RESPONSIBILITY -OF THE APPILICANT. $ ANY HAZAROCM5 MATERIALS OR LIQUID "CcDUCr3 THAT KA E rHE POTENZ JAL TO POLLU*E dRUNO-r-F 51'TALL Brc DISPOSED OF PROPERLY. !. THE ESC EiAPS DEPICTED ON THIS DRAWING ARE INTr=NDED TO BE FAMMUM REQWREMtENTS TO -MEET Ai4T1 ?QTED SITE C.DNDffIONS, AS C:ONSTRLICT40N PRESSES AI%ZUNEXPEOT'ED-OR SEASONAL00HUTIDNS IDIOTATf, THE APPLIOA,krTSHALT AWrRNPATE THAT MORE ESC BMPS WILL BE NECESSARY TO ENSURE L;OMPL :rE SILTATIL�N CONTROL ON 'tHE FRO P(DSEID SITE= DURiHG THE CWF• SE OF C,0N:5jPkXjVIL)N. Ir SHALL BE rH>` OeLIoAT14N ASW R�:BF`UNSIIBILITv OF� THE APPuCAN7 70AI)DRESSANY hIEW NNIOIfFDNGG THAT.MAY BE CREATED BY THE AC7WI'nES AND TO PRC&IDE ADOfriON,aL ESC BMP$. GVER AND ABOVE MINIMUM REQUIREMENTS, AS MAY BE*E€DED. TO PROTECT ADJACENT PROPERTfESAND WATER GLI LITY-OF 7HERECEIWNG DRAINAGE SYSTEk q0, AFPJ14A,L O-P THI$ PI -AN 1# F)R C-Si; ONLY 1T D0115 W1 C.0%RI•R0'rk AN APPROVAL or -STORM CWWWACE aEMI9. WZE NOP WCALTIOR NBF PIPES, RB$TRIOTORS. CI-LANhsELS, ORSTORWfATER FACILITIES. 1 f, A Y DEVVA-rF_ 1P G SY57EKI NECESSARY FOR THE C�DNSTRUC7I014 OF S70RMWATER FACILFNES SHALL IBE SUBMITTED TO THE CITY FOR fUEVIEV .AND APPROVAL 12. ANY ARE OF EXPOSED SOILS, &CLUDWG ROADWAY EMBANKMEWIM, THAT WILL NOT BE DISTURBEiD FOR TWO DAV18 DLNZENOTHE WET SEASON (OCTOB€R tST THROUGH APRIL 30TH) OR SEVEN DAYS DURING THE IDRY SEASON WAY tST THfUYdGff SEPTEMBEIR JUTH] SHALL BE IMM1EDLATE LY STABILI ZED WITR T41E APPROVED ESC COVER ME-1HOM r!E O . SkEDIN6. MULCMING. FLASTIC Gl)'.IIERING. IETC � IN-CONFORIAWE wIrHAPPENDIX D OF THE AjEWrOm 5WDM 13. WET SEASON ESC REQUWMJENTS APPLY TO ALL CONSTRUCTION SITES BETWEEN OCTOBER 7ST AND APRIL 313TH, tNLESS OTHERWISE APPROVED BY THE CITY. 14 ANY AREA NEEDING AMT1wDNAL DSO: MEASURE& NOT REQLiIRING IMMEDIAlt A.7tENPUN, 54-IALL BE A13DRE55EID WITHIN 5rEYEN 17} DAT5. 15. THE ESC M S ON INACTIVE SFTES SHALL BE INSPECTED AND MAINTAINED AT A.M N;MUM OF 0hCEjkIMCNTH W WITHIN 24HOLPRS FOLLOWING A STORM E1rENT- INSPECTiONAND rdAMTENANCE SHALL ­OCCLIRMORE FREQUENTLY AS REOL1IRED BY THE CITY % BUQRF= C DMIuIENCGIVENT OF ANY ('0N&TRQCTIQN ArTrVITY. CATCH BASIN IN:�1=RTS PER THE CrTY ETA DARD PLAN' 216.30 SHALL aF PAgWIOED i QR ALI. ;�T-DRM DRAIN INLETS OOY4NBL4DPE AND WITHIN 500 FEET OF A &STURBED OR CONSTRUCTION AREA. UNLESS THE RIJNCfF THAT ENTERS THE INLET WILL RE CONVEYED 70 A SEDIMENT POriO OR TRAP. ALL CATCH BASPN INSERTS SHALL BE PERIODICALLY INSPEOTEE) AND REPLACED AS NECESSARY TO ENSURE FULLY IFUNCTICNINI:{ �OrJDITl�fkl 17. AT NO TIME SHALL SEDIMENT A£CUMULATLON EXCEED W3OF THE CAPACITY OF THE CATC-H BASIN SUMP. ALL CATCH BASINS AND CONVEYANCE ONES SHALL BE CLEANED PROIDI't VU FAVING. 1HE CLE,4Hi OftRA rION SHALL NOT FLUSH SEDIMENT-LAJ�1=N WATER INTO THE COWNaTHEAN 3 rEM. 1& ANY PERMANENT ST09MWATER FAC41 JTY LOCATION USED AS A TEMPORAWt SETTLING BASIN SKALL BE MODIFIED II fDI THE NECGSS RY ESC SMPS AND SHALL PROVIDE AOEOUA{TE STORAGE CAPACITY. IF THE TEMPORARY FACILITY 15 74 ULTIMATELY fUNCTION AS AN INFILTRATION SYSTEM M ITS PERMANENT STATE, THE tEMf',014A Y r-ACiLI'fY SHALL OE A0L*Hd ORAUEU SO 1HAI THE: DOT TOM AND 90LS APE aY LEASt'THREL FLEI AFI(NE rHE FINAL GRAOL OP THE PERMANENT FACILITY. 19. AREAS DE` NATEO ON THE PLAN(S) CONTAINIING EXISTING BTORN INATER FACILITIES CIR 011 `SITE BMQS 0AIENDEU SOILS. i31C*1EfENTION, PERMEABLE PAVEMENT, ETC,) WALL -BE (XEAK'Y FEWED ANC) PROIIEOTED WING ESO IBk*B TOAv= $EDIMENTA7103*AND MWACY1014 -DriRIr,NQ C0NsTft0TICd* 20. PRICIRTOTHE BEGINNING OF THE WET SEASON (OCTOBER iSTk ALLDiSTI-FRBED AP.EASSHALL BE I PECTIEDT1O IDENTIFY WHrL.H ONES SHALL BE SODDED OIL SEEDED 1KPREPARA'TION FOR THE WIN I ER RAINS. a15TURBEDAREAS SHALL IIE SOMILDOR &EEIDEO WITHIN GNEWE5K-UF THIS UEGIWH+l o OF THE WE1 6EAS I AN EDIT OF THOSE ARI* S TORE q(1DDFf) GF gr=EDED AND THOSE ARF_A& TQ Rr=M N c,INCOVERBD SHALL BE SQBMI TTEO Tp THE CITY FQR Rr=Vir=w 2I. PRICRTO FINAL CDON57RUDTION ACCEPTANCE. THE PROJECT SITE 5Hi1LL BE STABILIZ DTO RREVENTSEDIMENTAAAEN WATER FROM LEAVING THE PROJECT 5rfE. ALL ESC UIWIPS SHALL CE IRE WYVEID. AND STMNWATER CUNYtyA2gCb 9 "S rEMS. I ACILJ I Ili& APIa 01H-Wtfi OMPS S-I-IAU. BE RESTO ED tO YHEEFI Ft&L Y FuftQTIQNMG i7ONDiTION. ALL DI&TUREED AREAS O'F T+IE PRO. FCT SITE SHALL BE WEGUATEfF OR OTHERWIS€ Pr=.RMA F_f*TLY STABILIZED. AT A MINIMUM DISTURBED AREAS SHALL BE SODDED O+RSEEDED AND MULCHED TO ENSURE THAT SUFFICIENT COVER WILL DEVELOP SHORTLY AFTER FINAL APPROVAL. MULCH WITHOUT SEEDING 15 ADEUUATE FOR AIREA5 TO BE LAM?5CAPrrD BEFORE W-FODER 1ST. 22. ROCKERIES ARE QQNSIDERED TO SE A METHOD OF i MK STABILLZATION AM EROSION CONTROL. ROCKERIES SHALL NOT BE CONSTRUCTED 70 SIERVE AS RETAINING WALLS. ALL ROCKERIES IN CITY .ROAD RIGHTS-Cf-WAYSHALL BE CONSTRUCTED IN ACC MAI{CEWITl-lCITY STANDARDS. ROCKERIE3 OLIT&DE OF NIGHT F-WAY SHALL 151= (' 1SrAUCTEO M4 A0C_0RDAY4C1E WITH THE IN7E-iNAT4'0NAI_ BUILDINIG GUIDE VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/1991 DATUM LMLM O:HLfLWIUNOFF.%$HAW�Ni G 13 NCI'TO SL LL4,N=:�] PUBLIC WORKS EROSION AND SEDIMENT CONTROL Pp0: STD. PLAN - 268.00 CEPARTMEN T STANDARD PLAN DOTES A 9/28/2018 1 DATE (I,, Rj CITY OF R EN TON Nbsiv Planning/Building/Pubkc Works Dept. R-405408_ IN COMPLIANCE WITH CITY OF RENTON STANDARDS CEDARS AT THE HIGHLANDS TESC NOTES AND DETAILS 14120160TH AVENUE SE RENTON, WASHINGTON 98059 01.29.19 PAGE: DRAWING NO, C8 SHEET: OF: 2C7 D RS PROJECT NO. 16041 T T C) 0 T W, LJ Cn 00 T C) 0 I T I J T C) 0 I T r61 V J 0 z Q J _ LU _ Cn OC Q 0 LU U 0 z Q _ _ LU _ Q U) a 0 LU U a N n �i 34 w z LU SE 1/4 SECTION 14, TOWNSHIP 23 N, RANGE 5 E, W.M. CEDARS A T THE HIGHLANDS FOUND 1 2" REBAR W CAP " STAMPED "DMP INC LS 22962II 0.2'S. OF PROP LINE SSMH SDCB I m WATER VALVE RIM=425.61 RIM=436.35 11 ` FOUND 1 /2" REBAR W/ CAP > & BLOWOFF 6'VBF IS 0.2'N. OF Fj' \ I II IE DROP=417.21 12"CPP=433.75(N,S) 11\\ STAMPED "DMP INC LS 22962" I (0 2' TALL CONC 8"PVC (N,E,S) 'I O2 0.2'S. X 0.1'W. OF P.C. x BLOCK WALL @ CTR CHANNEL=403. 6'VBF ' -' 4'HWF IS 0_8'S. OF h' 4'HWF IS� - _ _ _ _0_.8'N. OF Fi' 4'HWF IS 4'HWF CORNER IS y�,�+ 'HWF _ _ 0.1'N. OF FL' 0.2'S X 0.1'W. OF 12"CPP=432.15(N) , - HWF IS1 �'1 Cst R�8 16'- Q IRETKNTION 4�HWF IS_ PAVEMENT o 5' SIDEWALK - \ - O �� \�\` 1 `' -_ \ I 1 1 `\�� - ° i f' 'i �i: ' 0.2'S. OF N. 0' I 2 _ O 8 FG 434.30 - - -- LAN TER I ---- ---- ---- , , ` 20 x30' PRI VA TE ---1-, I� I I \\ \ II 1t ` \ ` � 12"CPP=430.77 I ACCESS EASEMENT I I \ \ II \ _ TRANSFORMER(N) I'I I i - - - q2$"--�I 15' WATER AND ACCESS EASEMENT r T TZ� , 6(?l77G�1 L AREA I FG 48 D I B�CB A ` N 12"CPP3(N) 12"CPP=429.78(E) 12"CMP=429.05(W) N }" SEE SHEET C10 FOR ASPHALT RAMP DETAIL & GRADING ._01(N) 6'VBF IS 0.6'N. OF F' ::I:�: 6'VBF IS 1.4'N. OF h1 C f2 \ SEE STRUCTURAL PLANS SB1 k� I I ` , _ _ - - 42 CARPO T ` 5' X 24' PEDESTRIAN BRIDGE \ I II L_ - FOR MORE DETAILS FG 433.60 I 00 I \ i I I 53' ROW 10' PRI VA TE JOINT + I 26' UTILITY EASEMENT C13 N I I I PA VEMENT LIMITS FOR GAS, WATER, SEWER, AND STORM CONNECTIONS TO BE o COORDINATED WITH THE (j CITY INSPECTOR. SEE PA VEMENT I RESTORATION NOTE, THIS SHEET.' VVIF\GJ UVVVIV`. SDCB c RIM=429.85 12"CPP=427.27(S) a c SAWCUT LINE TYP. 3"PIPE(N,S) TR .....4NEL=421.53 REMOVE & REPLACE EX. SPEED / LIMIT SIGN AND POST IF DAMAGED OR LOST. REPLACE SIGN & POST PER CITY STD. PLANS. I KHI�.I vlvvl�l\�IJ) WIRES DOWN(S) \ Op \ O o N REMOVE & REPLACE EX. STREET NAME SIGNS, SCHOOL WALK SIGN AND POST IF DAMAGED OR LOST. REPLACE SIGN & POST PER CITY STD. PLANS. FOUND 4"X4" CONCRETE I ONUMENT WITH PUNCHED 3" DOMED BRASS DISK STAMPED "38992", DOWN 0.5' IN MONUMENT CASE. + 0 Call 2 Working Days Before You Dig 811 Utilities Underground Location Center (ID,MT,ND,OR,WA) 1 W xi , 4'WQF I Q� 0 - 00 --426-- - -- '�_/ I \ = II Q a a a ` . _ NPA 12+00 S0 - 00I ,---- 1- II N SSMHk- 15 STOP 73-1-0 _ RIM=421.45 SIGN - �6 - / I I - - _ I 8"PVC (N,S) - _ i { CTR CHANNEL=401 v f8' PLANTERt 5' SIDEWALK9T6RM' f�RAINA REDUCED 22' PA VEMENT ■ I WIDTH 10' PRIVATE JOINT- UTILITYEASEMENT ,--7--------r \ T � I \ V 25' PUBLIC \ STORM AND 2 3 PROVIDE "MAINTENANCE SEWER FG 430.40 _ FG 429.80 FG 427,00 , ACCESS" SIGNAGE,• EASEMENT { \ \ FG 426.30 5 2 REMOVABLE AND 2 FIXED . `..... r.: BOLLARDS PER STANDARD \ \ �� FG 424.60 DETAILS H021 AND H022, \ \ u. :.............. .....::::::: / ,' SEE SHEET C21 7 ..::............................ FG 422.40 5' WIDE ASPHAL T PEDESTRIAN --- PATH SHALL BE FLUSH WITH FG 423.80 f � 6' /B F I S 0 �� GRAVEL ACCESS ROAD ` I . 0.8' 426 ° �( ° \ 'GLF -' VB F 424 I 42�� 422 . \ 1$ c 4 418 - 418 \.h ` ' " SHED �2VBF _ 4 H - - 416� \ FOUND 3"-HEXAGON HEADS-0'" - 6'VBF IS -- 3'VBF \ BOLT 0.2'S. X 0.2'E. OF P.C. 4'HWF IS ON FL 6'CLF-1 CONC ® 0.1'N. OF Fj' 0.3'S. OF F>' 24"CPP=414.33 `; \ II 4'HWF IS 1.0'S. OF h' WALL \ 24"CPP=412.44 1 I 1 SDCB RIM=427.56 1?"CPP=A?A Ci SEE SHEET C10 FOR ASPHALT RAMP DETAIL & GRADING / 1 1�I SSMH III II I I I 48" ULVERT=407.43(S) Pled-agn RR \ \ I ^, - 48"CHI VFRT=407.33(N) PF E / �O OF WA S SC 53232 RFGISTERE9 �\ SS/ ONAL S1 TE VOLUME CALCULA TONS CUT VOLUME FILL VOLUME NET VOLUME (CU. YDS.) (CU. YDS.) (CU. YDS.) 4,059 9,217 5,158 IMPORT (INCLUDES 2,900 CU. YDS. OF VAULT) ALL VOLUMES ARE APPROXIMATE AND ARE PROVIDED FOR PERMITTING PURPOSES AND REPRESENT FINISH GRADE TO EXISTING GRADE AS SHOWN. CONTRACTOR SHALL RELY ON HIS/HER OWN ESTIMATES FOR DETERMINING ACTUAL EARTHWORK QUANTITIES. THE VOL LIMES INCLUDE THE AREA FOR VAUL T EXCA VA TION. THE VOLUMES DO NOT INCLUDE STRIPPING, EXPANSION/COMPACTION FACTOR OR ANY SOIL TYPE RESTRICTIONS. AS -BUILT "I CER77FY THAT THE INFORMA71ON SHOWN HEREON WHICH WAS AS -BUILT BY D.R. S7RONG, AND MAY INCLUDE LOCATIONS, ELEVA7ONS, DEP774S, PIPE SIZES, AND AS -BUILT COMMENTS, ACCURA7ELY REFLECTS EXIS77NG FIELD COND177ONS AS DE7ERMINED BY ME OR UNDER MY DIRECT SUPERVISION ON 7HIS DA7E 0411512020 1 [Rsd) D.R. STRONG 2 D CONSUL TING ENGINEERS 3 ENGINEERS PLANNERS SURVEYORS 4 620 - 7th AVENUE KIRKLAND, WA 98033 0 425.827.3063 F 425.827.2423 N0. CITY COMMENTS 02.19.19 CITY COMMENTS 05.03.19 DRAFT AS -GUILTS FINAL AS -GUILTS REVISION DRD 04.11.19 YLP SURVEYED: JGR CYW 06.20.19 YLP DESIGNED: YLP YLP 05.01.20 YLP YLP 07.16.20 YLP DRAWN: GLB CHECKED: YLP BY DATE APPR 77 APPROVED: MAJ SCALE: AS NOTED ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/1991 DATUM GEO TECH RECOMMENDA TIONS° THE FOLLOWING PERTAINS TO THE GENERAL SITE ONLY. EARTH SOLUTIONS NW LLC STATES THAT BASED ON THE RESULTS OF THE STUDY PERFORMED, THE PROPOSED RESIDENTIAL BUILDINGS CAN BE SUPPORTED ON CONVENTIONAL CONTINUOUS AND SPREAD FOOTING FOUNDATIONS BEARING ON COMPETENT NATIVE SOILS, RE -COMPACTED NATIVE SOILS, OR NEW STRUCTURAL FILL. SLAB -ON -GRADE FLOORS SHOULD BE SUPPORTED ON DENSE NATIVE SOILS OR STRUCTURAL FILL. COMPETENT SOILS SUITABLE FOR SUPPORT OF FOUNDATIONS SHOULD BE ENCOUNTERED AT DEPTHS OF ONE TO THREE FEET BELOW EXISTING GRADES EXCEPT WHERE DEEPER EXISTING FILL IS LOCATED. WHERE LOOSE OR UNSUITABLE SOIL CONDITIONS ARE EXPOSED AT FOUNDATION SUBGRADE ELEVATIONS, LIKE MAY EXIST THROUGHOUT THE WESTERN PORTION OF THE SITE, COMPACTION OF THE SOILS TO THE SPECIFICATIONS OF STRUCTURAL FILL, OR OVEREXCAVATION AND REPLACEMENT WITH A SUITABLE STRUCTURAL FILL WILL BE NECESSARY IN -SITU SOILS THE SOILS ENCOUNTERED THROUGHOUT THE MAJORITY OF THE TEST SITES HAVE A MODERATE TO HIGH SENSI TI VI TY TO MOISTURE AND WERE GENERALLY IN A MOIST CONDITION AT THE TIME OF EXPLORATION (JUNE 2016). IN THIS RESPECT, THE IN -SITU SOILS MAY NOT BE SUITABLE FOR USE AS STRUCTURAL FILL IF THE SOIL MOISTURE CONTENT IS MORE THAN 3 PERCENT ABOVE THE OPTIMUM LEVEL AT THE TIME OF CONSTRUCTION. IN GENERAL, SOILS ENCOUNTERED DURING THE SITE EXCAVATIONS THAT ARE EXCESSIVELY OVER THE OPTIMUM MOISTURE CONTENT WILL REQUIRE MOISTURE CONDITIONING PRIOR TO PLACEMENT AND COMPACTION. CONVERSELY, SOILS THAT ARE BELOW THE OPTIMUM MOISTURE CONTENT WILL REQUIRE MOISTURE CONDITIONING THROUGH THE ADDITION OF WATER PRIOR TO USE AS STRUCTURAL FILL. IF THE IN -SITU SOILS ARE DETERMINED TO NOT BE SUITABLE FOR USE AS STRUCTURAL FILL, THEN USE OF A SUITABLE IMPORTED SOIL MA Y BE NECESSAR Y. STRUCTURAL FILL STRUCTURAL FILL IS DEFINED AS COMPACTED SOIL PLACED IN FOUNDATION, SLAB -ON -GRADE, AND ROADWAY AREAS. FILLS PLACED TO CONSTRUCT PERMANENT SLOPES AND THROUGHOUT RETAINING WALL AND UTILITY TRENCH BACKFILL AREAS ARE ALSO CONSIDERED STRUCTURAL FILL. SOILS PLACED IN STRUCTURAL AREAS SHOULD BE PLACED IN LOOSE LIFTS OF 12 INCHES OR LESS AND COMPACTED TO A RELATIVE COMPACTION OF 95 PERCENT, BASED ON THE LABORATORY MAXIMUM DRY DENSITY AS DETERMINED BY THE MODIFIED PROCTOR METHOD (ASTM D-1557). SOIL PLACED IN UTILITY TRENCHES, PAVEMENT AREAS, AND IN SLAB -ON -GRADE AREAS SHOULD BE COMPACTED TO A RELATIVE COMPACTION OF AT LEAST 95 PERCENT. ADDITIONALLY, MORE STRINGENT COMPACTION SPECIFICATIONS MAY BE REQUIRED FOR UTILITY TRENCH BACKFILL ZONES, DEPENDING ON THE RESPONSIBLE UTILITY DISTRICT OR JURISDICTION. DRAINAGE PERCHED SEEPAGE SHOULD BE ANTICIPATED IN SITE EXCAVATIONS ON THE SITE, PARTICULARLY DURING WINTER, SPRING, AND EARLY SUMMER MONTHS HEAVY SEEPAGE SHOULD BE EXPECTED WHERE EXISTING FILL IS LOCATED. TEMPORARY MEASURES TO CONTROL SURFACE WATER RUNOFF AND GROUNDWATER DURING CONSTRUCTION WOULD LIKELY INVOLVE INTERCEPTOR TRENCHES AND SUMPS. EARTH SOLUTIONS NORTHWEST SHOULD BE CONSULTED DURING PRELIMINARY GRADING TO IDENTIFY AREAS OF SEEPAGE AND TO PROVIDE RECOMMENDATIONS TO REDUCE THE POTENTIAL FOR INSTABILITY RELATED TO SEEPAGE EFFECTS IN OUR OPINION, FOUNDATION DRAINS SHOULD BE INSTALLED ALONG BUILDING PERIMETER FOOTINGS. A TYPICAL FOUNDATION DRAIN DETAIL IS PROVIDED AS PLATE 4. WITHIN CITY LIMITS, PAVEMENT RESTORATION SHALL BE PER C.O.R. STREET RESTORATION AND STREET OVERLAY STANDARDS AND/OR AS FIELD SPECIFIED BY THE CITY INSPECTOR. MINIMUM REQUIRED RESTORATION FOR TRENCHES RUNNING PARALLEL TO THE STREET IS HALF STREET WIDTH GRIND & OVERLAY. IF OUTSIDE OF THE PARALLEL TRENCHING IS WITHIN 3 FEET OF ANY ADJACENT LANE, THEN THE ENTIRE STREET WIDTH WILL BE OVERLAID. BACK OF SIDEWALK SLOPE NOTE GROUND SLOPE BEHIND SIDEWALK SHALL NOT EXCEED 4: 1 FOR A DISTANCE OF THREE (3) FEET. AFTER THREE (3) FEET, SLOPE MAY BE INCREASED TO A MAXIMUM OF 2: 1. BUILDING PERM/ TS VAULT TO BE APPROVED UNDER SEPARATE PERMIT. SIGN NO TE: NPAT = NO PARKING ANY TIME SEE SHEET C27 FOR DETAILS ROAD WORK SCHEDULE: ® STA. 20+80.00 BEGIN FULL STREET GRIND AND OVERLAY STA. 21+03.71, 15.00 R BEGIN FRONTAGE IMPROVEMENTS O STA. 24+33.44, 15.00 R END FRONTAGE IMPROVEMENTS BEGIN 10: 1 EDGE OF PAVEMENT TAPER FULL STREET 03 STA. 24+91.80, 9.82 R END-/-h4�: F :9 TPE4�- T GRIND AND OVERLAY END 10:1 TAPER UNDERGROUNDING NO TE: POWER LINES TO BE UNDERGROUNDED FROM EXISTING POWER POLES. POWER PLANS TO BE PROVIDED BY PUGET SOUND ENERGY. ALL EXISTING UTILITIES IN FRONTAGE AND WITHIN SITE ARE REQUIRED TO BE UNDERGROUND. PEDESTRIAN WALKWAY NOTE.° ASPHALT WALKWAY SHOULD BE FLUSH WITH THE ACCESS ROAD GRAVEL. WALKWAY TO AVOID STORM AND SEWER MANHOLES OR PIPES WHERE FEASIBLE. NORTH GRAPHIC SCALE 0 20' 40' 80' 1 INCH = 40 FT. � CITY OF IWORENTON Planning/Building/Public Works Dept. h� Nt C) 0 IN u CD T O 0 T i Q J U) R--405409 z IN COMPLIANCE WITH CITY OF RENTON STANDARDS Q _ w _ DATE: Q CEDARS AT THE HIGHLANDS FlELDBO029.19 0 ROAD AND GRADING PLAN 0 PAGE: DRAWING 14120160TH AVENUE SE NO: 9 0 LLI RENTON, WASHINGTON 98059 SHEET: 9 OF:2Q DRS PROJECT NO.160G41 t N y Mi DRS PROJECT NO. 16041 0 0 0 a� T LJ m W T 0 C) 0 T I D J • • • 00 T r a- No W 2 Q Cn a 0 w U CI LANDING GRADE BREAK SEE CONTRACT PLANS - 4- V MIN. CEMENT CONCRETE SIDEWALK - SEE NOTE 5 FLARE (TYP.) 3/8" EXPANSION JOINT (TYP) - SEE STANDARD P[LA�N F-30.10 GRADE BREAK CURB, OR CURB AND GUTTER - SEE NOTE 4 FACE OF CURB MEASURED PARALLEL TO CURB (TYP.) w 0 0 z X LL m SLOPE TREATMENT SEE STA,tiDAR17 PLANP-30.'f0 A CURB RAMP WIDTH 4' - W MIN. LANDING TO MATCH CURB RAMP WIDTH - SEE CONTRACT PLANS I LANDING I GRADE BREAK CURB RAMP SEE CONTRACT PLANS CEMENT CONCRETE 4' - 0" MIN. SIDEWALK -� SEE NOTE 6 PROVIDE SMOOTH TRANSITION TO SIDEWALK WIDTH (TYP.) SEE CONTRACT PLANS - * 4'- 0" 3/8" EXPANSION < JOINT (TYP.) - SEE W CURB RAMP STANDARD PLAN F-30.10 V, GRADE BREAK TRANSITION TO SIDEWALK BUFFER, IF PRESENT, OR TO BACK OF CURB (TYP.) - ENiIiiiiTiii * * SEE CONTRACT PLANS iid'.•iii �f � u, CURB, OR CURB AND GUTTER - DETECTABLE WARNING SURFACE - SEE NOTE 4 SEE STANDARD PLAN F-45.10 FACE OF CURB DEPRESSED CURB AND GUTTER - CROSSWALK SEE NOTE 4 L10 CONTRACTION JOINT (TYP.) - SEE STANDARD PLAN F-30.10 FOR CURB RAMP LENGTHS GREATER THAN 8'- D" PROVIDE SE 1/4 SECTION 14, TOWNSHIP 23 Ni RANGE 5 E, W.M. CEDARS A T THE HIGHLANDS A NOTES CURB RAMP WIDTH 4'- 0" MIN. 1 At marked crosswalks, the connection between the curb ramp and the road - LANDING TO MATCH CURB RAMP WIDTH - SEE CONTRACT PLANS Wa 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 any part of the Curb Ramp or Landing, or in front of the Curb Ramp where It connects to the roadway. MIN. SEE CONTRACT 4 See Contract Plans for the curb design speclfled. See Standard Plan * PLANS - 4'- D" MIN, F-10,12 for Curb, Curb and Gutter, Depressed Curb and Gutter, and BUFFER WIDTH - MATCH Pedestrian Curb details, I TO CURB RAMP DEPTH " (TYP.) 5 See Standard Plan F-30.10 for Cement Concrete Sidewalk Details See I v, Contract Plans for width and placement of sidewalk. 6 The Bid Item "Cement Concrete Curb Ramp Type _" does not include the adjacent Curb, Curb and Gutter, Depressed Curb and Gutter, Pedestrian .......... 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 SEE NOTE 4 the running slope of the Curb Ramp Is allowed to exceed 8.3%. Use a Single Constant Slope from bottom Of ramp to top of ramp t0 match into DETECTABLE WARNING SURFACE ^ the landing Over a horizontal distance of 15 feet. DO not include the SEE STANDARD PLAN F-45.10 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 PLAN VIEW CONTRACTION JOINT EQUALLY SPACED 4'- 0" MIN. OC. PLAN VIEW TYPE PERPENDICULAR TYPE PERPENDICULAR B DETECTABLE WARNING SURFACE - (SHOWN WITH BUFFER) SEE STANDARD PLAN F-45.10 4'- W MIN. 16- W MAX. (TYP.) GRADE BREAK SEE CONTRACT PLANS SEE NOTE 7 COUNTER SLOPE - GRADE BREAK 5-0% MAX- : ...,,.c.*.w.... TOP OF ROADWAY 77 •T�- LANDING CURB RAMP v y G DEPRESSED CURB AND GUTTER w 1 SEE STANDARD PLAN F-10.12 SECTION A CEMENT CONCRETE CEMENT CONCRETE CURB RAMP "TYPE PEDESTRIAN CURB - PERPENDICULAR'W PAY LIMIT SEE 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 OB ISOMETRIC VIEW TYPE PERPENDICULAR A PAY LIMIT CEMENT CONCRETE CURB RAMP "TYPE PERPENDICULAR "B" PAY LIMIT LEGEND - SLOPE IN EITHER DIRECTION * 1.5 OR FLATTER RECOMMENDED FOR DESIGN/FORMWORK (2% MAX.) * * 7.5% OR FLATTER RECOMMENDED FOR DES-GNRFORMWORK (6.3% MAX.) * * * 9 6% OR FLATTER RECOMMENDED FOR DE&GNIFORMWORK (10% MAX.) ISOMETRIC VIEW TYPE PERPENDICULAR B PAY LIMIT y WASP 0 y+ 01STlR �C~ �sI®NAL PERPENDICULAR CURB RAMP STANDARD PLAN F-40.15-03 SHEET 1 OF 1 SHEET APPROVED FOR PUBLICATION &TA, ew&T. Rd Iun 29 2016 238 PM STATE DES GIN ENGINEER WIF Washington State Department of T-portvtion NOTES A -TM ■ 3 - . 1, Thy Detectable Warning Sus'fooe (DVV; shWl extend the full width of ft curb ramp. I her roe n s le ' 1f the f C --- ;alOt1.. MAX. DETECTABLE WARNING landing, or roadway en s applicable. Exception. DWs) the DWS o requiresa concrete bores and the DWS,variance of p to 2 inches ........................ A 1,60' i 2,40 U THRRB OUGH ORDWALKWAY [ S NOTE 1 Ofl each She Of (fSe D1fil5 IS permitted, 2, The Detectable Warning Surface (DWS) shall be placed at the back of curb, with the D ..... DAD" two leading corners of tt� DWS panel placed adjacent to the back of ft curb, and - C O.k " 0.9fY f; _sl.............. between t.........�... �� D 0.8 1.4fy' BACK OF CURB m .... CJ ..-......T .......... t? .. y L ..-...- with no more than a 2 inch gap be tl1B DWS and the back of the curb measured TRLINCATED DOME SEE No'I'E z = :::: -:: 2' - D" MIN. _ at the center of iY1e DWS panel. Exception: If the Manufacturer of the selected DINS E o.2" O.x' ': TYP, OF ALL requires a concrete border around the DWG, a variance of up to 2 inches from the ::::::::: PPLICATIONS SECTION ;w'.: - t...... a a e curb is permitted (measured at the leading corners of the DWS panel)- - ........ _. -..... I TRUNCATED DOME SPACING SEE NOTE, s �' - - � break t the b f es shah be aligned b b perpendicular b th g SEE STANDARD SPECIFICATIONS .-�� � r.f. The rows a bark of rbm aI- n ee reds FOR COLOR OF SURFACE THa a e bark ❑ Curb. TRUNCATED DOME DETAILS CURB AND GUTTER rt�7c��o_vt€��tt.�t._C..t�r�p_8�en> , 4, T rows a truncated domes Shall be aligned b be parallel to a direction of travel. The s f tt ted d h N lign d el the d ct' LANDING, CUT -THROUGH OR 5. If curb and gutter are not present, such as a shared -use path connection, the fl WALKWAY Detectable Warning Surface shall be placed at the pavement edge. DETECTABLE NµCTABII WARNING St1RFACN? DETAIL g, See Standard Plans for sidewalk and curb ramp details. LANDING ..... OFFSET CUPS RAMP ....-. SEE NOTE 6 7. If a curb ramp is regUired, the 10CAtion of the DeteCtat�Ie Warning Surface must be at -. ..... . _ ... _........:•------------. � ,..:,w......w-w.w 1.... LANDING ..... bottom of r w r1 e required distance from ills roll, the bott the amp and Ith3 the equl WALKWAY r' WALiCWA WIDTH OF When r break between curb the landing i than I e e ode b ea betwae the u a and s a d s Less t o ore equal to tt ramp W on Y WALKWAY WALKWAY WIDTH OF CUT- bOtbm of the CUrl3 rampdirectly hove ii1 de break.table Warning Surface the .. -... ....1..-. r.,,� " THROUGH ('TYP.) Y $ ectl a e grade �. DETECTABLE WARNING ..r >. SURFACE (DWS) "............. ........... ................................................... CURB RAMP SEE NOTE 4 C f - BACK OF CURB 1 .. J.:::: LL SINGLE DIRECTION CURB RAMP ` "' l' ` 2'-0 MIN. FLARE FLARE 2' - 0" ;Sit=.;:i si> _, , m (GRADE BREAK BETWEEN CURB AND MIN. I i 3 LANDING15 5 FT. FROM BACK OF CURB) (SEE NOTE 6) DETECTABLE WARNING DETECTABLE WARNING BACK OF CURB - o LANDING J SURFACE (DWS) - SURFACE (TYP.) - w Y DIRECTION OF SEE NOTE 2 SEE NOTE 3 1 SEE NOTE 3 In w I TRAVEL _ WIDTH OF CURB RAMP _ BACK OF CURB - CURB RAMP m BACK OF CURB -r SEE NOTE 2 SEE NOTE 2 WIDTH of PERPENDICULAR CURB RAMP WALKWAY , •% -WALKWAY (SEE NOTE 6) � ........... Y::: ici � :•` ISLAND CUT THROUGH - D MIN. e 1Ai)DTH OF CURB RAMP,, -T LANDING. OR WALKWAY DETECTABLE T Y ECTABLE WARNING SURFACE (TYP.) - y . DETECTABLE WARNING '. SEE NOTE 3 SURFACE (DWS SEE NOTE 3 ----- - ------------------ B t. BACK OF CUR •. r, SACK OF CURB ^ ..::. :.........:.... :-_: ::: SEE NOTE 2 MEDIAN CUT -THROUGH H SEE NOTE 2 .. � , . -- S O IA UT OUG SINGLE DIRECTION CURB RAMP DETECTABLE WARNING �. o; N; � WIDTH OF SHARED- � � Y�=` `` ........................ .... 21 (GRADF RRFAK RFTWFFN CURB AND SURFACE (DWS) ; T + r i i•. ,I USE PATH OR - 'I' • �HS6� ,a . LANDING 5 FT- FROM BAC.< Or CLRB) SEE NOTES 4 & 7 ''i 2 - s° _ WALKWAY P. ! �.f STF� � (SEE NOTE 6) r +, (T / )I �`rl11N2 t.� CURB RAMP CURB RAMP LcLcr, S'Lott WALKWAY LANDING WALKWAY y VYIDTH OF CUT THROUGH $HARED -USE _Coif 4?5 ]'M (TYP.) PATH OR WALKWAY DETECTABLE WARNING ROUNDABOUTSPLITTER SURFACE ISLAND PAVEMENT EDGE , -SHOULDER RAIL STANDARD PLAN F-45,10-02 ` fO �' SHEET 1 OF 1 SHEET DETECTABLE WARNING sew V DETECTABLE WARNING APPROVED FOR PUBLICATION BACK OF CURB - _� SURFACE (DWS) SEE NOTE 3 PATH OR SURFACE (DWS) - c1m"r IJr SEE NOTE 2 WIDTH OF WALKWAY SEE NOTES 4 & 5 -r„I is a�ifi le vna LANDING � STATE DESIGN ENGINEER PARALLEL CURB RAMP PEDESTRIAN RAILROAD CROSSING PLACEMENT GUIDELINES SHARED -USE PATH CONNECTION Washington State D partinereofT.onsport-tlon (SEE NOTE 6) Call 2 Working Days Before You Dig 811 Utilities Underground Location Center (ID,MT,ND,OR,WA) r \,. PI E'D �O OF WASyl sC P r 1 CITY COMMENTS 02.19.19 D.R. STRONG 2 CITY COMMENTS 05.03.19 DRS CONSUL TING ENGINEERS 3 DRAFr AS-BUILTs ENGINEERS PLANNERS SURVEYORS aszsz �� 620 - 7th AVENUE KIRKLAND, WA 98033 S RFGI ST ERE G O 425.827.3063 F 425.827.2423 `S/ONAL N0. REVISION NaMe Ave NEi 0.3" BORDER (TYP.) SIGN DIMENSIONS SIGN TYPE A B C D E POST MOUNTED STREET NAME SIGN (SPEED LIMIT <40MPH) 8, VARIES 6" 4.5" 3.5" POST MOUNTED STREET NAME SIGN (SPEED LIMIT >40MPH) 12" VARIES 8" 6" 5" GENERAL NOTES: 1. FONT SHALL BE MUTCD D SERIES, UNLESS AN ALTERNATE MUTCD SERIES IS APPROVED BY THE CITY 2. LETTERS AND NUMERALS SHALL BE CUT FROM 3M ELECTROCUT FILM SERIES 1170 OR APPROVED EQUAL 3. SIGN BLADE SHALL BE FLAT ALUMINUM, TREATED, 0.080 GAUGE 4. SIGN SHEETING SHALL BE 3M HIGH INTENSITY PRISMATIC OR APPROVED EQUAL 5. SIGN MOUNTING HARDWARE SHALL INCLUDE BOLTS, RIVETS SHALL NOT BE ALLOWED 6. FOR SIGN POST DETAILS, SEE CITY OF RENTON STANDARD DETAIL 129, EXCEPT MOUNTING HEIGHT SHALL BE 9'-0" COLORS LEGEND, ARROW HEAD, SEPARATION BAR - WHITE (REFL.) BACKGROUND - GREEN ti POST MOUNTED G®� PUBLIC WORKS STREET NAME SIGNS DEPARTMENT BAND - OR MOUNTING ON EXISTING METAL POLE OR LUMINAIRE 4" •ALVANIZED BOLT WITH GALVANIZED WASHERS. PLAN- 134 ED: 7/30/2018 4:0 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 OR A 2 1/4" (IN) POST WITH A 2 1/2- (IN) PSST ANCHOR MAY BE SUBSTITUTED. SEE CONTRACT PLANS. 3. PERFORATED SQUARE 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 WSDOT STANDARD SPECIFICATIONS 9-06 AND 9-28. EDGE OF TRAV ELED ROADWAY 90 30'� FOR REFLECTORIZED SIGNS: MOUNT FACING 3•(degree) OUTWARD IF SIGN IS WITHIN 30 FEET OF ROADWAY SIGN FACE ORIENTATION SIGN POST LOWER SIGN 5/16" (IN CORNER BOLT POST SUPPORT OR 3/8 )(IN) FLANGED SHOULDER BOLT WITH NU/ AND WASHERS 2 REOUIRED (TYP.) BOLT STOP POST TYPE ST-4 SIGN SUPPORT LOWER SIGN POST SUPPORT 2.25" I HIEA'7-CAGE, HOT -DI VY-DUTY ANCHORP GALV., LAM. COMMERCIAL CONCRETE MOUNTING ON METAL POST SIGN MOUNTING ON SINGLE STD. PLAN- 129 ®� PUBLIC WORKS METAL POST APPROVED: DEPARTMENT (ADOPTED) 6-Z DATE DRD 04.11 "19 YLP SURVEYED: JGR CYW 06.20.19 YLP DESIGNED: YLP YLP 05.01.20 YLP DRAWN: GLB CHECKED: YLP BY DATE APPR APPROVED: MAJ SCALE: AS NOTED ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/1991 DATUM 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.) TRANSPORTATION NOTES STD. PLAN- 135 PUBLIC WORKS APPROVED: DEPARTMENT DA AS-BUILT NO AS -BUILT /NFORMA 7/ON ON THIS SHEET. "l CERTIFY THAT THE /NFORMA77ON SHOWN HEREON WHICH WAS AS -BUILT BY D.R. STRONG, AND MAY INCLUDE LOCATIONS, ELEVATIONS, DEPTHS, PIPE SIZES, AND AS -BUILT COMMENTS, ACCURATELY REFLECTS R-405411 EXIS77NG FIELD COND1710NS AS DE7FRM/NED BY ME OR UNDER MY DIRECT SUPERVISION ON THIS DA TF 04/15/2020. " T-405402 CITY OF R EN TON Planning/Building/Public Works Dept. IN COMPLIANCE WITH CITY OF RENTON STANDARDS CEDARS AT THE HIGHLANDS 01.29.19 STANDARD WSDOT RAMP AND STREET SIGN DETAILS PAGE: °GK: PAGE: DRAWING 14120160TH AVENUE SE C 1 1 RENTON, WASHINGTON 98059 °F SHEET 28 0 , LJ 1100 T O 0 T I Q D J T O C) I T VJ 0 Z Q 2 2 W 2 I- W OC Q I� UJ U D RS PROJECT NO. 16041 It LO LU 0 z FACE OF CURB - air 512' �T 12' R. 1' R. 1:24 1 I TOP OF 12'R. ROADWAY 1 1 1 t 6" CEMENT CONCRETE TRAFFIC CURB AND GUTTER FACE OF ADJACENT CURB - 6 1?-- FLUSH WITH GUTTER PAN AT SIDEWALK RAMP ENTRANCE 1:12 124 TOP OF 12'R. ROADWAY L 1 DEPRESSED CURB SECTION AT SIDEWALK RAMPS 3/8' 6' CEMENT CONCRETE /2' R. - 1' FL SIDEWALK RAMP VARIES OR LANDING FROM i 6'T00 6' I 3Ja' PREMOLDED JOINT FILLER CEMENT CONCRETE PEDESTRIAN CURB AT SIDEWALK RAMPS AND LANDINGS FACE OF ADJACENT CURB 6 irr SEE DEPRESSED CURB DETAIL THIS SHEET 1:24 TOP OF t �1 1. 12' R. ROADWAY 2- 1 � 1 DEPRESSED CURB SECTION AT RESIDENTIAL DRIVEWAYS ONLY. FOR COMMERCIAL DRIVEWAYS SEE STD PLAN 104.2 FACE OF CURB 612' - 5 1' R. - • I I FACE OF ADJACENT CURB 1 1 � TOP OF • j y'J� • GUTTER SURFACE T ROADWAY r0 ! a B. PREMOLDED JOINT FILLER ` r 1 E FULL -DEPTH 1' R. _ 6 114• _ EXPANSION JOINT I CEMENT CONCRETE TRAFFIC CURB DEPRESSED CURB DETAIL AT RESIDENTIAL OR COMMERCIAL DRIVEWAYS, AND ALLEYS GENERAL NOTES: 1. See Standard plans 102 and 101.1 for curb expansion and obntracton joint spacing. 2- Expansion joint shall be full depth, 318' (hJ premolded joint filer. 3. For Depressed Monolithic Dnvaway Curb d Guaer Section, we Standard Plan 104.2 STD. PLAN - 101 DEPARTMENT • PUBLIC WORKS CEMENT CONCRETE CURBS Ailr A Il• RAISED EDGE DETAIL 1.p a SIDEWALK VEL ,I LEtT EMEND SIDEWALK TRANSVERSE T • T I• • 0' ya' ((w) PREMO(DEDJOINT FILLER 17 ON) R. I JOINTS TO INCLUDE RAISED EDGE TYPICAL WHERE APPLICABLE RW IN t0X 1 L2'lIN)R (TM.) FOR CURB DF"TAILS (e ►/., Y 1 /. +ILIA% _ SEE STO PLAN 101 1' (IN) R ": ►. � Ffi' \V l �"• .Z�.�'.ri':-L+1-' :� '. ROADWAY ) ��r-tee CRUS CO ROCKIRAS •tW SEERAISEDE :1 4 .0 SIDEWALK StDEWAtK DETAIL -THIS SHE LTYPICALUNDER CRUSHED SURFACING TOP COIIRBE (CSTC) ALL Mw 510[WALK pUPACT TO IRE %IO0IFIEWAN PROCTOR SL 1 WITH RAISED EDGE NME� REQUIREMENT WANED U ENGINEER) TYPICAL LLVDER ALL CURS, �' nM R R1'P•) GLmER 8 sIDEwAIK CSTC UNDER FOR CURB DETAILS CURB a GUTTER TO BE V TINCKNESS OR SEE STD PLAN 10i SI I EXISTING ROADWAY CRUSItCD ROCK BASE, W//ICHEVER IS GREATER (TYP FOR AK�jt ••''V !•T ALL CURBa'UTTER) `TILr •• --t 1 FINISHEOGRADEVIINIBELOw 0 K TOPOFCONCRETE SSURFACE ADJACENTTOCURB T P t• o' Mw trrilk) R III) ROU DWG FOR CURB DETAILS 12.0% t LS% SEE STD PLAN 101 : •.. BRIDGE OR PEDESTRIANSty �^y/• 1 RNl INGLNG -\ •Mr FORCURBDETAAS ADJACENTTOCURB BARRIER - SCE SIDEWALK SEE STD PLAN 101 (STEEP FILL SLOPES) CONTRACT PLANS /-WALL OR BARRIER 1R' (IN) R (TYP) /-- FLUSH I I 1, SIDt1WAlx 1rr MI R VERTICAL WALL- ,W •vnya-� •.�1"r�.� SEE DETAIL afa'(IN)PREMOIDED 'F � --rra• JOINT FILLER ADJACENT TO CURB AND RAILING OR WALL PR'BAOLDED JOINTFILLER FOR SIDE BUFFER STRIP TREATMENT SiMINK SIDEWALK ADJACENT TO WALL DETAIL BEE 0�e (SEE NOTE 10) SIDEWALK rrr (IN) R. SECTIONS ) 1 LI t.s% Pit' FOR$To IS PLAN 101 / i• /.aX MIN � BEE STD PLAN 101 OOOMED FINISH OOR MATCH EXISTING •/� Jr • d ' 4' WI DID SMOOTH FINISHEDGRADE1' BELOW TOP CONCRETE SURFACE FORR PLANTING - FLUSH F PAVED � fd d 5 d ti� CEMENT AND UTTER SXJRB ADJACENT TO BUFFER STRIP \ CEME T CONCRETE CURB ) d FOR CURB DETAILS / SEE STO PLAN 101 3 trs• i0 va• NOTES 1. pour feet of the sidewalk width shall CO1VPR' be the minimum pedestrian - %�� JOINT e ► •�• e • e --- INSIDEWAIKONLY pr►/ accessible route o,a: free of vertical , ► • �o and horizontal onlal obstructions. Bxes. ` -� ►' ••: k ' Access zonal, Junction Gratings, a, FULL -DEPTH EXPANSION JOINT IN (IOTI/ ' Cab.. V..Its, Put Boxes and other CURB AND SIDEWALK flat Sri PUN IOI.0 appurtenances =11n the sidewalk aa' C CONTRACTION JOINT must be flush with surface, and match - gradeof the Zowalk. JOINT AND FINISH ` DETAIL • P 2. Monolithic Cement Concrete Curb and Sidewalk Is not permitted In new For other referenced NOTES see • ► ' ' �° i ;�.p�; construction. When replacement work STD PLAN 104.2. I " ♦' •- necessitates a Monolithic Cement OID[ Concrete Curb build per WSDOPRErJ T PRE RUER Standard Plan F-30.10.03. Paved surfaces must comply with E FULL-0EPTFI 3. Concrete to be4,DOOPSI. STD PLAN 102.1 as applicable. EXPANSION JOINT - PUBLIC 11'UKKS CEMENT CONCRETE STD. PLAN 102 DEPARTMENT SIDEWALK 0 Call 2 Working Days Before You Dig 811 Utilities Underground Location Center (ID,MT,ND,OR,WA) ►' III_ PI Ep; 53232 S RFGISTERE� `S/ANAL 0 \` SE 1/4 SECTION 14, TOWNSHIP 23 N, RANGE 5 E, W.M. CEDARS A T THE HIGHLANDS �..�NL71R2 .�3%S"& 1: Sf6`0 E)L�IM: aClslT -. SEE HvrEs OMIT FIBER JOINT AT 2-FEET ra 3/3' P501OLDED JC(NT FILLER (TYP) L - - - .. cewEHrcrr•.cltF-1- Cope AN:t ::J' Tkf+ h •I I -"I OMIT FIBER JOINT A T 2-FEET T_AN VIEW CEVTF%NL tr. . PAGE Or FR ME BORATE 0� � __, 61 13• -- i_7 MAT .. FRk/E Atha LYNTE-.IIU7.LIDED 1/2' R. r{ .N oarat,wa elJtTE1:If+D rffiM SLOPE fro • AD+uSfslfirt' SEGTEOR-WT 1:11CWDPD I M CL:RB PAD flUTrETc ®DTTEM F APO ^ H4'T O.C+4A1FD � 1NCLFM 8.IR8 AFO flLrrTETt@D REM �l I SFCTr!l 0 CENF-R •. NOT-,. 1. The erl+.en1 Of tat# des; n I$ tO Wl toe the rt MDvai f 9 � OMIT FIBER JOINT of a Catch has'.n 1Fr1h rllnimal dfaturoerme AT 2-FEET Of the r.TJTb. The expanslon Mitts of n1e ad;acwt sldawalk ehidl 1 be adjuatad to ISe In IITte krlth them curb eKplek WW jallTrs. I I I OMIT FIBER JOINT uEw AT 2-FEET CEMENT CONCRETE CURB M. PLAN- 101.1 PUBL[G vPORi4 IN#TALL.AT1ON AT PH01J D. I H:t'ki2'I' I NI CATCH BASINS �r�\ �`�+• es�� C�L�r (BEE NOTE 3) CEhE}Tr cotiomm C BEEW1iUC / :gEBfEf tIFEETi `S POlaMMCIA4III BUFFER) NOTES dash 1. When a drivelveywlfllh eroeeA 15 feet, coneWd a full ' iinaa eo�allslarT jotrrtwgh 8JB" 1rd nRErala{Q Itle Liltr Naha PADDaPwR11 {sees611,pfani42). CaoTtetr+wtlas�ensicn]drl� wlti tie 1306 NEDEPFABM LMDEa. owdedna rod at 1W maximum Epadny when dltvawey a0NT11AO710N JOa1W r 1JN 1ILTDIRIIR1Is 2. See std. plan 102fixatda v*deials, 3. Curb and g uftr atlom, other Lslrb desist nemaybespeclled,See sue. pies 101 for curb d*Wl&4. Notused.V-r 1'-W Q The e4ifiser vru design all d6vaileys m tndude deve ne at d NOTe Is1TN�l ICNQITPlo�ler, ®weom p0itls onarked wM symixsl %C. AN •1t31vidi m LETS st fins back of JDaaw MOUn IRB IN & curb top an uphill t� DEPRE9BID #AOlWLiTlaC TJIJNB i OUTTHt DETAL • Nat uNw. T. FEIr DrivwW WtlMhs p DRIVEWAY STANDARDS spa f NOTE t J M thscorra nr�a S I +Aew afi be & Slopes Shall comply with mothns R31=1 or MINI 2 or FACE OP ADJ~ CURS R30SM3 of to ReviW DnitGuldeliaa WAaoessiftPublic 1• RWills-of-WayofNevEsaber23,2M(PROWAG). ` f 9. Cutbrel forany Type GMAX Driveway maybe approved an t a fSURFACE o..`':R a 10. SM ET 8TMDARD8 a ilerltan Wridpal Gods (RMC) ', p ' Trde IV Development RslnAatlofls 4 p . • ° CWIpTER69METANOLFnUTYSTANtDA M s1aLflon4 6G6OSTREETSTJIPEI>11R06 DEPRESSED CURB DETAIL AT MM WAIT M DRCGMMMW N. DMVEMYir N4DA1IM DRIVEWAY STANDARDS = ft.tm Municipal Code (RMQ We N Development T1orAndans DliVaway B=49w TYPE C'IB CHAPTERmDE *A*0 ofRlay C-CBaaEardtl CiiY WIDE PROM DEVELpPMENTSTAHDARDS sMlbvrtl.ans, SectlIcin 4-4- per' L�6AMIS AND N1 NEWAY tl� LeeeC0 ntlefe °4 E�IIIbrilaBrMk alatlkxNBatrEkr + * PUBLIC iYORh'S CEMEETE NT- GOHCRORlVEWAY SM. PLAN 104.2 ; DEPARTMENT ENTRANCED - NOTES AND DLiA1LS .:..... ... ATE. 1 CITY COMMENTS 02.19.19 D.R. STRONG 2 CITY COMMENTS 05.03.19 D CONSUL TING ENGINEERS 3 DRAFr AS-BUILTS ENGINEERS PLANNERS SURVEYORS 620 - 7th AVENUE KIRKLAND, WA 98033 O 425.827.3063 F 425.827.2423 NO. I REVISION EXPANSION 0 0 O 0 0 0 0 0 0 0 O 0 0 0 0 0 0 0 0 -7" MIN. 5'-0" CLEAR WIDTH MOUNT ON PEDESTAL PROVIDED WITH N. D. C. B. U. UNI T JOINT EXPANSION JOINT ANCHOR BOLT-1EXPANSION 6 PATTERN PER " JOINT N. D. C. B. U. a d PEDESTAL TEMPLA TE ° a ° a ° a SEE NOTE NO. 2 ° EXPANSION a. ° JOINT FRONT 4. SEE NOTE NO. 2 NO TES. ° SIDE 1. SEE SEC. 5.04. 2. INSTALLATION OF N.D.C.B.U. (INCLUDING CONSTRUCTION OF BASE) WILL BE DONE BY THE DEVELOPER. 3. SEE SEC. 3.04 FOR JOINT REQUIREMENTS. 4. DO NOT INSTALL NEAR CATCH BASIN GRATES NEIGHBORHOOD DELIVERY & COLLECTION BOX UNIT (N. D. C.B. U.) TYPE 111 MAILBOX INSTALLATION (16 BOX UNI T) NIS f. faDITEN tetLlxlFS axIEMIa�K IL.1.d!W-.-, v u e-LER VAAA-iJ ta@ r/0fE T� S r•W_ _ BANfwnv REouuEo Llf EIPENSIOr x]ft (TYP CEr4N1 (SSE STO PUNp� ;E� I S�EWAL>< W yy# 6tE Ne1FS 4 T. uspry RVC9rEIOENN RrP xnNt CEACUREIMITER 'LRITYf-) SIIENDIE]I ibGOr11RjV1w I'leo PLa PLAN VIEW -% DaFERE NCE IN SLOPE Mk - VARESS . ,SEE..-14 1 a ]k imx SEE Non a (rj :I awl+ cNEI CENENT CE01C TE pE=RE6iEP 4JraaxruP'W SKIEYuLk /� lut E51V P%'M- in, RYP 1 SCE rIftT! 1; \ SECTION [ A 1 19EE STR PAIR IP7: 4� In rIm=. - smeynu. run n. _ oRIVfT'Ar VPHE aAPF WlOPO eHOMT1 EAR+IGER•1E01 k _ I r. I.• r. TYPE R18 - ISOMETRIC VIEW (RESIDENTIAL WrrH BUFFER) PLANS Iw-2I CEI+E W CONCREI E CIIRaaK TIPA (SEE NOTE al * + PUBLIC WORKS CErAENT CONCRETE DRIVEWAY y DEPARTMENT ENTRANCE - TYPE RIB DRD 04.11.19 YLP SURVEYED: JGR CYW 06.20.19 YLP DESIGNED: YLP YLP 05.01.20 YLP DRAWN: GLB CHECKED: YLP BY DATE APPR APPROVED: MAJ For NOTES STD. PLAN 104.2 STD, PLAN - 104.3 PPRW F;D: r + Gregg 2(mmerma n, Pu bl It works Administl aMC SCALE: AS NOTED ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/1991 DATUM FLOW LINE 4' L`PLANTER STRIP 4' 1 / FACE OF SIDEWALK / MAILBOX CONCRETE PAD DETAIL STA. 11+61.60 SE 141ST PLACE 1 =5' T T C) 0 T) (7) T A, LJ `TO) 7 V / T C) 0 C) T rr r.1 AS -BUILT NO AS-BUIL T /NFORMA 7/ON ON THIS SHEET. "/ CERTIFY THA T THE /NFORMA TION SHOWN HEREON WHICH WAS AS -BUILT BY D.R. STRONG, AND MAY INCLUDE LOCATIONS, ELEVATIONS, DEPTHS, PIPE SIZES, AND AS -BUILT COMMENTS, ACCURATELY REFLECTS R-405412 EXISTING FIELD COND/T/ONS AS DETERMINED BY ME OR UNDER MY DIRECT SUPERVISION ON THIS DATE," 0411512020 ." Cf) T-405403 Z IN COMPLIANCE WITH CITY OF RENTON STANDARDS Q 2 2 LU 2 I- DATH CEDARS AT THE HIGHLANDS o�.2s•�s 0 TjjY 0ROAD AND MAILBOX DETAILS EIELDBOOK: Ir R E I V T O I��� V PAGE: ' DRAWING NO, Q P�anniing/Building/Public works Dept. 14120160TH AVENUE SE C 12 uj RENTON, WASHINGTON 98059 SHEET: 12 GF:28 U D RS PROJECT NO. 16041 0 0 0 a� T L m W T 0 C) 0 T I D J • • • 00 T r a- No W 2 Q Cn a 0 w U DRS PROJECT NO. 16041 ( ) III) z Q 2 LU I- Q U) a LU U a R L,I z L, SURFACE WATER STANDARD PLAN NOTES: THE FOLLOWING TS A USTINI3 OF i3ENERPL NOT93 THAT SFWLL BE INCORPORATED WTHE DRAINAGE PLAN SET. ALL THE NOTES ON THE LIST MAY NOT PERTAIN TO EVERY PROJECT. THE APPLICANT OR Cm Nllk HERESY REFS RAEO TO N3 APPUCANr. MAY 51RIKE PUT 7RREtEVANT NOTES IF NOT APPOCABU TO THE PROTECT HOWEVER. THE APPLICANT SHALL NOT RENUMBER NOR EDIT THE MRAINING JACT€S, IF ADDITIONAL NOTES ARE NEEDED FOR SPEGFiC ASPECTS, THEY SHALL BE ADDED AFTER THE &URFACE WATER 3TANDARD PLAN NOTES. I BEFORE ANY CONSTIFWG7I0N OR KVTiOPMCNT ACTIVfrY 0"URS, A PR"ONffMCTION MEETING SHALL BE HELD AMONG THE CITY OF RENTON, HEREBY REfERRE13 TO AS THE CITY, THE APPLICANT. AND THE APPLICANT'S CONTRACTOR. 2. TILE APPLICANT SHALL BE RESPONSIBiE FOR SEOURING ALL NECESSARY CITY, STATE, AfM FEDERAL PERMITS PRIER TO CONSTRUCTION. S. ALL STORM DRAINAGE IMPROVEMENTS SHALL BE DESIGNED AND CCQCSrRty TEQ IN ACCORDANCE WITH THE LATEST EnmoN OF THE CITY OF RENTON SURFACE WATER DESIGN MANUAL MENTON SWDIMI. REMCdN MUNICIPAL CODE (RMC), AHD THE STANDARD 3PEC11FICATIONS FOR ROM. BRIDGE AND MUNFCWAL CO3J5TRUCTION FREPAIiED BY WSDOT ANO THE AMERICAN PUBLIC W0$a146 ASSOCLA#I(AN 1APWA] IT 13J-LALL 8E YHE SOLE RESPONSIBgIYY OF YHE APPLICANT TO CORRECT ANY ERROR OMISSION OR VARIATIDN FROM THE ABOVE REQUIREMENTS FOUND &THE PLAINS -ALL OQRRECTIONS SHALL Sr AT NO ADI)MONu CMT TQ THE CITY 4. APPROVAL OF THE ROAD GRADR PARKIN BUILDYN3G AND DRAYAGE PLAN DOES NET CONSTITUTEAS APPROVAL OF ANY UTHER CONSTRUCTION(E.G. WATER, SEWER, BA3, ELECTRICAL. ETC.}. PLANS FOR STRUCTURE38UC1-I A36RIDGES, VAULTS. AND RETAINING WALL3 REQUIRE A3EPARATE REVIEW AND APPROVAL B7 THE CITY PRIOR TO 00143TRUCT10N. THE Stmr ACE WATER DRA*FAGE SYSTEM SHALL DE C4USMCTEO AC'0 TO THE APPRUVEO PLANS. ANY MEVIATOOrd FROM THE APPROYID PLAdN:S WILL REQUIRE COORDINATION FOLLOWED BY WRITTEN APPROVAL FMW THE CITY. d. ACCPYOF THE APPROVED PLANS SHALL BE ON THE JOB SITE WHENBVER DONSTRUIUMN IS IN PROGRESS. IS. THE LOCATIONS OF ALL EMSTING-LTILITIES SPbDW N HERCON HAVE BEEN UTA t!4SKD BY FIELD WRVGY OR OBTAINFD FROM AVAILABLE RIEDORDS AND $FALL THEREFORE BE CONSIDERED APPRiOf LATE ONLY AND NOT NECESSARILY COMPLETE. IT IS THE SOLE RESPONSMILIT a OF THE APPLICANT AND THE APPLICANTS CONTRACTOR 1-0 INDEPENDENTLY VI=RIFY THE ,4GCURACY OF ALL UTWITY LocATIONB SHOWN. AND TO PURYHER DI51_'AWt`R AmD AVOID ANY DTHER UTILITIES NOT $HOwH HEREON THAT MAY BE AFFECTED UY THE NPLEMENTAT" IO€ THIS PLAN. THE APtipLLCAW$HALL RECor* ow r"E A,$$UILT VAAVPNW ALL UNDOCUMENTED UTIUTIES OLSCOVERED AND ANY CHANGES TO THE APPROb PLANS. THE APPLCAW SHALL A WEULATELY NOTIFY THE ENGINEER OF RECORD WA CONFLICT ERIEITS. T. VERTICAL DATUAi SINSLL BE NAVD WAND HORIZONTAL DATUM SHALLVE RA❑ E3 (WA STATE PLANE. NORTHk LRNLESS OTHERWISE APPROVED BY THE CITY. REFF-fkth : M14MMARK. DATUM. AND ELEVATIONS SHALL BE NOrEC3 ON THE PLANS 3. ALL UTILITY tReMCH BA.COILL AND ROADWAY SUBORAT➢E SHALL BE rOWA1CYE0 TO 00. MAXIMUM OFiY DeWITVI 5111 SECTION 2-03 3(14)U-GOMPAOTION ANA MO6STLPRE QONTROL TEST'S OF THE 1WSOOT STANDARD €PECIRCAMONS. IN PIEFOEAftE PAVEMENT AND OTHER NHFiLTRATIONAREAS, ALL TRENCH BACefFILL SHALL BE FIRM AND UNYIELDWG BUT 114140CASE SHALLIBE COMPACTED TO MORE 7HW 92%0:F MASWAUM DRY DENSM.. 9. OPEN CUTTING OF EXISTING ROADWAYS FOR STORM DRABiAGE WCFX 13 HOT ALLOWED UNLESS SPECIFICALLY APPROVED BY THE CITY AND NOTEDONTFLESE APPROVED PLANS. ANY OPEN CUTSiMLL BE RESTORED IN ACCORDANCE WITH THE CITY TRENCH RESTORATION STANDARDS. 10. ALL PIPEAND 3TRUC7URES SHALL BE STAKED FOR SURVEY LINE AND GRADE PRIOR TGTHE START OFOONSTROUMN. WHERE SffOWN ONTHE PLANS OR WHERE OIRECTECI BT THE OV. THE EXISTING MANHOLES, CATCH 6A,11NS. OA INLETS 51HALL BE A0Ju37EG TO THE GRADE A5 STAKE# 11. ALL FLOW CONTROL VACILrMSSHALi 13E WSTALLEP AND IN OPERATION PRIOR 10. OR IN CONJUNCTION WITH, ANY CONSTRUCTION ACtLVItYUNLESS OTHERWISEl APPROVED BY THE CITY. 1 PI AND APPURTENANCES BE LAID ON A PR RLY PREPARE[) F NDATIOIe IN ACCORDANCE WITH T "RRENT AT W HIN TON STANDAR 2 ALL PE PU GES SHALL QFE EQ QLI AC QR HE C{1 E STATE OF A.S Q R SPEC3FICATIGN FOR ROAD AND BRIDGE CONSTRUCTION. THIS SK ALLL MCLUDE NECESSARY LEVELING OF THE TRENCH BOTTOM OR THE TOP GF THE FOU14DATIDN MATERIAL. AS WELL AS PLACEMENT AND tOMPACTION OF REQUIRED BEDDING MATERIAL TO UNIFORM GRADE 30 THAT THE ENTIRE LENGTH OF THE PIPE WILL BE SUPPORTED QN A LIINIFORSALY DENSE. UNYIELI71Ie, SASE. ALL PINE BEDD** AND BAGKFILL SHALL BE AS SHOWN ON THE CITY STANDARD PLAN 220.(0. NO 10. A%* 220.2D. 13. STEEL PIPE SHALL BE ALUMINIZED, OR GALVANIZED WITH ASPHALT TREATMERT 1, 2, OR5 INSIDE AND OUTSIDE 14. ALL ORNWAGESTRUCTURES SUCH AS CATCH BASINS AND MAKINOLES SMLL BE FITTED WITH DUCTEE IRON, BOLT-WMING. LIDS PER THE CNTY STANDARD PLAN 2D4.14, 204.20-20A.3G-AND 20A.50. STRUCTURES SHALL HAVE: a AECTAWOLAR ON PoOUND. SOLID LIDS WHEN NOT COLLECTFFM3 R04OFf. AND OVUIDG OF r+Pk ROADWAY. IPJ3UND, SOLID LEE IS WHEN NOT C43UECTINGRUNOFF. AND LOCATED WITHIN THE ROADWAY, BUT OUTSIDE OF 774E CUR&GUTTER LINE. • RQI-R 10. SOLID LED6 013PLAYINR THE UTT LOGO WHEN VATHR+THE PUBLIC FiIGNT-OP-WAY UR IN AN EASEMENT TO THE G(T'F. PRIVATE STRUCTURE 1-05 OUT5TDE PUBLIC RIQHT-0E-WAY AND EASEMENT$ TO THE CITY SHALL NOT DISPLAY THE OrY LOBO. 15. BLULONGS AND CITHEA STRUCTURES SHALL BE PLACED IN ACCOFADARNCE YATH TABLE 4.1 EASEMENT VoIDTRS MC3 WWING SETDAC & tINE S OF THE RENTON S+4pM. 1S. LICIS OF MANHdLEWCATCH 6ASIHS VMTHIN PUBLIC RI"743F-WAY SHALL NOT BE ADIUMD Tx) FINAL. GRAVE uNTILAFTER PAV**. ALL MA4H0LEXAr0HGA81N RIL19 SHALL BE ALUk1STED TG BE FLUSH WrrH FINAL FINISHED GRADES, UNLESS OTHEMME SE10WH. 17, ALL ORIVF;WAY"LVERT$ LOCATED WFrHINCrrY Rk�HT•OF•WAY Sr4ALL L3F QF$UFFICIENT LENQTH TOPROVIpEAMI NIM�1M �-I SUWE FRCM THE EDGY QF THE DRIVEWAY TO THE BOTTOM OF THE DITCH. L;*ILfs7 L:'r+LNYeISL NyD1Efl, DAA"G 15 NOT '3T�_ PLAN - 267_pU ', IPUBLIC WORKS SURFACE WATER STANDARD PLAN �K D: nEPAarMENr NOTES (1 OF 2) GAZ 9/28i2018 I OATL SURFACE WATER STANDARD PLAN N07ES. T THE FOLLOWING rs A U,STINO OF U'ENERPL NOTES THAT;3HALL BE INCORPORATED RN THE DRAINAGE PLAN ;SET. ALL THE NOTES ON THE Li87 MAY NU PERTAIN TO EVERY PAQJQr THE APPLICANT OR OWNER. HEREIAI' REFERRED TOAD APPLICANT, MAY $TRIVE OUT IRAEtEVANT NOTES IF NOT APPLICABLE TO THE PRO,C(,T. HOWEVER. THE APPLICANT SHALL NOT REMLIMBER WR EDIT THE REMAINING HOT€S- IF AMITEON4L NOTES ARE NEEDED FOR SPECIFiCASPECTS, THEY SMALL BE ADOEJ)AFTER THE SURFACE WATER STANDARD PLAN NOTES. 10. ROi:K FOR EROSION PROTE;GTIQN OF ROADWM QITQHES., WHERE REWIREO- SHAI;L BE OF SOUND QVARAY ROOK PLACED TO A MINIMUM DEPTH OF ONE (1 ) FOOT AND SHAWL MEET THE FOLLOWING 3PECIPWATIONS: t 4-aMHROCKA44-T0%PA35W5: • 2• A IFLCH ROCKi 37 • 44]%PASSING;AND LESS THAN 2 INCH ROCK N 10 - 2U%PASSING 19. FGOTiHG DRAINAGE SYSTEMS AND ROOF DDVIN9POUT SYSTEMS SHALL NOT BE INTERCONNECTED AND SHALL SEPARATELY CONVEY COLLECTED Ficrw3 TO THE C•OWC;YANCk SYSTEM CR FLOW CONTROL FACILITY CN THE BrTE. UNLESS APPROVED $Y THE CITY FOOTING DRAINS SHALL NOT BE CONNECTED rO ON -SITE $MPS. 24. tmt ENO Of EACH STORM UFWH 91U6$HALL Be CAFPEI}. A CLEANCUY TOPPEb wrIli A BOLT -LOCKING LID MARKED 'STORM -$HALL BE LOCATED AT THE PROPERTY LINE OR AT THE POINT OF QONWffrIDN OF APRTVATE STORM DRAINAGE CCeNVEYAWE SYSTEM PER THE CITY $TANOAf* PLAN 227.W i Sr M M EXTENSIONS A T F I AND R Y A V Y I IN I 7 N TA i ♦' 2 ALL. i]R 9VSTE EI( ENSIO 5 SH 4L BE S Aa(EP ON LINE Q APE $ SULA � ORL LICENSED 1VA$H rtG U STATE. ANRCeJ &HEFTS SHALL 8E RQti'IPER TO THE CrTY PRIOR TO CONSTRUCTION. 22. ALL NEWLY,INSTALLED AND NEWLY -REHABILITATED JPLIOL62 AND PRIVATE) STOMA CONVEYANCE SYSTEMS SHALL BE 1"PEGTED BY iWANS OF REMOTE CCTV ACCORDING TO THE CITY STANDARD PLAN 2W.D0. CCTV INSPECTIONS AHD REPORTS SHALL BE SLIBMITTED TO THE CITY PRIOR TOREGEIVING APPRGVALTO INSTALL PAOJECt CUMS- A1r;D.10R PAVEMENT 23 ALL STORM SYSTEMS AmD CCIN NEOTIONS TO EX1511NO MAINO 6a- AtL BE TESTED IN ACCOADANGE wrm SECTION 7-04.3(1T Of Try Y SDOT STANDAFCD SF tCIFIOA7io"5 AND IN THE PRE�NCE OF A REPR6SEkTATIVE OF THE CITY. STORM DRAIN STUBS SHALL BE TESTED FOR ACCEPTANCE AT TNNE SATE TIME THE MAIN STORM IS TESTED. 24. FOR ALL DISTURBED PERVIOUS AREAS (COMPACTED, GRADED, LANDSCAPED, ETC.) OF THE DEVElOPMEILT SITE. TO MAINTAIN THE MCXSTURE CAPACITY OF 714E SOIL EFTIER STOCKPILE AND REDISTRIBUTE THE E%13TLH55 DUFF LAYER AftU NATIVE TGP' OIL OR AMEND THE SOIL WITH COMPOST IN ACGORUAMGE WNTtI STANDARD PLAN 264 OOL 2S ISSUANCE OF THE WLOINGCROONSTROCTr4N PERMITS DY rHE OITY DOES NOT RELIEVE THE APA>;IGAN1 OF THE CONTINuINO LEGALODLIGAT3ON ANOfOR LIABILITY CONNECTED WITH STORMWATER DISPOSAL. THE CITY DOES NOT ACC€PTANY GBL.MA.TION FORTHE PROPER FUNCTIONINGAND MAINTENANCE OF THE STORM SYSTEM PROVIDED DURNNG CONSTRUCTION. 26 ADEQUATE 3AFEGUARNJS. SAFETY DENOES, PROTECTIVE EQUIPMENT, FLAGGERS, AND ANY OTHER ACTIONS NEEDED TO PROTECT THE LIFE. HEALTH, AND SAFETY OF T1-LE PUBLIC. AND TV PH4TEGT PROPERTY WO--QWECMN WITH THE FERFORNATIGE OF WORK SHALL BE PFKWOW.. ANYWQRK WITHIN THE TRAVELED RIGHT•DF-WAY THAT MAY INTERRUPTINORMAL TRAFFIC FLOW SHALL REQUIRE A TRAFFIC CONTROL PLAN APPROVED BY THE CITY. ALL SECTIONS OF TIE WSDO7 STANDARD SPECIFICATIDNS 1-1 D TEMPORARY TRAFFIC CONTROL SHALL APPLY- 21. PRDLJECTS LOCATED WITHIN THE CITI"S AIOUIFER PROTEC'TIDN ARF&jAPA) SHALL COMPLY WITH SPECIAL REOU9W-MENT$6 OF THE RENTON SWDk1 AND AQULFER PROTECTION REGLLATTCAi3 (FWC 43-0501. Z& PLACEMEI.T OF SURFACE AFPLFRTENANCE9 (CATCH BASIHMANHOLE LIDS. CLEANOUTS, INLETS, ETC -I IH THE STREET TRAVEL LANE WHEEL PATH, INTERSECTIONS OF 251'kEE1 1HAVEL LANES. DWE LANES. SMEVI'ALX89. AND CR05b;WASKS SHILL i�EAVOIDED wmENEVER POS911BLE, ANY SURFACEAPPURTENA PeACEG1HA SIDEWALK ORCRCxSSWALR SHALL BE FITTED WITH A NONSLIP OR NC94-SKID LTD PER ADAREQUIREMENTS 2B. CL.FAALV k AKL PUBLIC AND FANATE SYSTEMS ON TFE PLAN$. PRIVATE SYST€MS gFWLL BE MNNTAjNED BY THE APPLICANT. 3p. MINIMUM GOYER OVER STORM DRAINAGE PIPE SHALL COHFOWM TO TABLE 4.2.1 A�OF THE RENTON Swum. 31 CONSTRUCTED PERMEABLE PAVEMENT S+EALL BE PERME $tE ENOUGH TOABSOREI WATEIA AT AUWIMUM RATE OF za mOHES PER IIOLA IMMEC+LFLTELY AFTER THE PAVEMENT SURFACE HAS BEEN WETTED CCNTMUC.ISLY FOR AT LEAST 1U MINUTES. COMPLIANCE WITH THIS MINIMUM RATE SMALL BE OHECYSED PRIOR TO CC ISTRUCTION APPROVAL OF THE PAVEMENT. COMPLIANCE MAY BE CHECKED UWNG A SIMPLE BUCKET TEST IN WHICH 5GALLON5 OF WATER IS POURED ONTO THE P AlIF A F T q Ff T THE PA M T R AYE,kNENT SURFACE ALL OFNICJ`. ONLYAM NQFE iaOLlri7 O WATER PONDS OR uNs O THE SURFACE. HEN E Y€ EN IS dOhkSILiE EG TO MEE7THE MINIMUM RATF OF A.R$ORPTION. AT LEAST QK TEST SHALL BE CO NDUCTrD PIER i ON SQUARE FEET OF PFRMEABI,f; PAVEM4HT. IF THIS TEST IS INCT CONCLUSIvr. TNiEN ANOTHER TEST PER ASTW C1701 SHALL BE CONDUCTED. FOR LARGE AREAS (E.G.. AARKlNG AREAS}, TESTING OBSERVATION MAY 'BE ACCDMPLLSHED WHILE WALKING BEHIND SLOWLY MOVING WATER TRUCI( OISCHAR61149 WATER AT ARATE SIMILAR TO THE 6"51 TEST. PERMEABLE PAVERS SHALL 6E TEETEDUSINO ASTM CIYes. UNLESS ONLAWIS[ wbT£U, UAAw+NG IS NOT 70 SALE Irw11 PUBLIC WORKS SURFACE WATER STANDARD PLAN STD. PLAN - 26T267,20 CEPARTMNT NOTES (2 OF 2) GAZ 01 Nbsv hb: wv,°v DATE I \� Call 2 Working Days Before You Dig 811 Utilities Underground Location Center (ID,MT,ND,OR,WA) P1 E / �O OF WA S il SC1 P / T9 � 53232 � is RFGISTERE� [7\ S/ONAL �ZO SE 1/4 SECTION 14, TOWNSHIP 23 N, RANGE 5 E, W.M. CEDARS AT THE HIGHLANDS CB 15. TYPE 2-48" (SOLID LOCKING LID) STA. 24+31.92, 19.35' R RIM & 435.47 1 30" lE OUT 11.32-B! (SW) 430.69 EX. 30" lE IN 0 z5,-- e 1- (N) 430.98 CB 14 TYPE 2-48" (SOLID LOCKING LID) oo STA. 24+22.47 13.50 R RIM 9 435.31 1 30" lE IN 4:29.69- (NE) 429.64 30" lE OUT #DEB (S) 429.56 90 2 "CPI- 2.38% �1 LF 30" PVC @(P14) I CB 13 TYPE 2-48" 1 (SOLID LOCKING LID) STA. 23+31.68, 13.50' R RlM 46za 7% 432.05 30" lE IN (N) 42Z42 )� 30" lE OUT -43�-L:3e (S) 427.33 EX. 12" lE IN-:2- * (W) 428.30 12"CAP=429.05(W) I o 1 87 4.21X + -8& LF 30" PVC @J-8&* (P13) I I I lV 7a Z I WIRES DOWN(S) I 1 1 I I o I O CB 12 TYPE 2-48" N I (SOLID LOCKING LID) STA. 22+45.93, 13.50' R RIM 461.60 431.70 30" lE IN 4-23-9e (N) 423.67 30" lE OUT T (E) 423.58 y 39 LF 12" LCPE @ 4-9,4r,(P106)J 1.31% I I RANSFORMF' /A I \ I I WIR-- CB 106, TYPE 1 _ STA. 21+93.14, 15.17' R l'� RIM *5& z5-8 430.1 i 12" lE OUT -2- z4e (N)42o7.33 C16 TYPE 1 _ STA. 21 +05.84, 15.17' R N 42Z83RIM -4i�19 424.80 12" lE OUT-4z'-4. 7z6r (S) 17 LF 12" LCPE @ '-,--!;z* (P16) 1.4n 30 "CPP= 432. 01(N) 6'VBF IS 0. 6 N. OF TL' > & BL 0WOFF i 6'VBF /S 0.2 N. OF /L' 6'VBF IS 1.4 N_ OF TL' I 2' TALL CONC I' BLOCK WALL @ TL 4 HWF IS 0.8 S. OF F� 8„E -- 6'VBF - -- --- ---- _ 4'H F SEE SH T C16 - - - SEE MDR ETAI hWF lSj,- T G+ � 10 ,Di FOR ° A"fAx' �[,�1'�3F1,4.rr�11 LF 30" Dl @ * (P15)a'i' �ErN110N' 02"D_�r,_-_ 22'1 ' , 6;> 10, 1 "E 1 6' E16"� / _ e' q CB 103, TYPE 1 6" PVC STORM STUB � ; STA. 13+81.42, 12.17' L WITH CLEANOUT (TYP.) ,E; I RIM 0:24.11 6" lE IN 4" (N) 4' saa - I 12" IE OUT ,4e (S),;] 1 i 15' WA TER AND 1 \ 20 x30' PRI VA TE 7N 7 ACCESS EASEMENT 9 II - ACCESS EASEMENT 70 4��- - I - PRIVATE TYPE 1 CB OR I CB 10 TYPE 2-48" 12 APPROVED EQUAL (TYP.) (SOLID LOCKING LID) ■ J II CB 104, TYPE 1 STA. 13+73.96, 5.88' R II 10' PRIVATE JOINT STA. 12+08.36, 12,17' L 424.36R1M 4-24.4,3 RIM ^''-�7. 423E b. I UTILITY EASEMENT w30" lE IN -41&ge (W)¢ 9.02 1 6" lE IN-22c 2 -o0 (N)425.02 30" lE OUT p&9B-(E)418.99 11 CB 7, TYPE 1 12" lE OUT - &9 (S) 424.95 ---- -- J -STA. 22+74.89, 19.61' R- - - - - - - 24 LF 12" DI @ -1,-9= (P104) RIM -461. 56 431.32 - .29X _ - 1 6 /E IN -=A-9-B*T (NE)429.32 w nn cnT \ �r(S)429.32 - 12" lE OUT .----- . • .- • �13 LF 12" DI @ 3i590 (P7) 45 3 38.`6' - f -ter \ o.sszSE �4�5 - a -202 LF 30" PVC @ I.; (P 12) ♦ 4S8•LF 3O P ` ° < '149 LF 12" LOPE_ ® (P5) VC@ (P11) _ 172 LF 12., i L � C P E r -- - - -= T . �� (P4) IL STA. 10+59.15, 12.17' R RIM -6-46 430.67 12" lE IN wry. 46 W 426.45 1 12" lE OUT-4:26..45 (E) 426.45 41 LF 12" LCPE @-;.;69 (P6) l I , 0. 66X 2 a I 3 CB 6 TYPE 2-48" CB 4, TYPE 1 I RlM 9- STA. :314e22+J18.71' R STA. 12+08.36, 12.17' R 431.02 RIM w-rrr.;� 427.34 28 112" lE IN ^ o-�� (S) 426.82 12" lE IN RIM 4� (N) 24.1 E 112" lE IN -�-T9 (N) 427.E 12" lE IN -2- . (W) 24.00 112" lE OUTFz6r99 (E)426. 2� 6" lE IN-z; 99 (S) 24.06 1 12" lE OUT z; 99 (E) 424.00 32"E 'LF ri w P !. .AD€-0 ' EX. CB TYPE 1 - I 6'CLF`7,� 4 STA. 20+89.10, 18.39' R- 4 HWF lS ON /L' 0.1 N. OF IL' RlM ^^-�-e� 42Z57 12" lE IN-z; &G (N) 424.55 EX. 12" lE OUT 424.56 (S) SEE SHEET C16 I FOR MORE DETAILS STORMWA TER FLOW CONTROL BMPS LOT LOT AREA MAX. IMPERVIOUS ALLOWED PER CITY CODE MAX. IMPERVIOUS* (RESTRICTED FOOTPRINT) AREA TO UTILIZE BASIC DISPERSION SUM OF BMP CREDITS 1 9,830 4,915 3, 300 700 1,400 2 9,001 4,501 3, 400 700 1, 300 3 9,000 4,500 3, 400 700 1, 300 4 9,005 4, 503 3, 400 700 1, 300 5 9,008 4,504 3, 400 700 1, 300 6 9,029 4,515 3, 400 700 1, 300 7 9,502 4,751 3, 600 700 1,100 8 15,610 7,805 3, 600 700 1,100 9 17,565 8,783 NOT PROPOSED NOT PROPOSED N/A 10 9, 398 4,699 3, 400 700 1, 300 11 9,101 4,551 3, 400 700 1, 300 12 9,474 4, 737 3, 300 1,400 2,100 13 9,047 4,524 3, 400 1,400 2, 000 *NOTE.- RESTRICTED FOOTPRINT CREDIT IS BASED ON ANY RECORDED LIMIT ON TOTAL IMPERVIOUS SURFACE LESS THAN A NORM OF 4,000 SF OR THE MAXIMUM ALLOWED BY THE SITE/LOTS ZONING, WHICHEVER IS SMALLER **ANY PROPOSED ROOF DOWNSPOUT CONNECTION TO THE LOCAL DRAINAGE SYSTEM MUST BE VIA A PERFORATED PIPE CONNECTION. ALSO, ALL TARGET PERVIOUS SURFACES MUST BE PROTECTED IN ACCORDANCE WITH THE SOIL AMENDMENT BMP AS DETAILED IN APPENDIX C, SECTION C.2.13 OF THE CITY OF RENTON SURFACE WATER DESIGN MANUAL. CA TCH BASIN NO TE.- IF DURING CONSTRUCTION IT IS FOUND THAT PIPE ANGLES REQUIRE ROTATION OF THE TYPE 1 CB AND MISALIGNMENT WITH THE CURB, THE CITY WILL REQUIRE REMOVAL AND REPLACEMENT OF TYPE 1 CB WITH LARGER STRUCTURE AND ADEQUATE KNOCKOUT. PR/ VA TE DRAINA GE EA SEMEN T NO TE.- PRIVATE DRAINAGE EASEMENTS TO BE GRANTED IN FRONT 10-FEET OF LOTS ON WHICH STORM STUBS BENEFITING AN ADJACENT LOT CROSS. FINAL LOCATIONS TO BE SHOWN ON FINAL PLAT. L 0 T RUNOFF NO TE.- RUNOFF BETWEEN ADJACENT LOTS TO BE HANDLED DURING INDIVIDUAL BUILDING PERMITS PRI VA TEL Y MAIN TAINED STORM ELEMEN TS: 1. ALL STORM DRAIN STUB -OUTS TO BE PRIVATELY MAINTAINED. 2. ALL PRIVATE STORM CONNECTIONS TO BE PERFORATED STUB -OUTS PUBLICLY MAINTAINED STORM ELEMENTS: ALL CATCH BASINS AND PIPES WITHIN EXISTING RIGHT-OF-WAY, FUTURE RIGHT-OF-WAY, TRACT A, AND 25-FOOT PUBLIC STORM AND SEWER EASEMENT TO BE PUBLICLY MAINTAINED. UTILITY CROSSING NOTE.• SEE SHEET C28 FOR UTILITY CROSSING DETAILS 24 LF 12" DI @ A610.9 (P103) 4 3.58X II lE DROP=417.21 8'PVC (N,E,S) 4 HWF /S,----, II CTR CHANNEL=40 _0_._8 N. OF 30» 6"E 4 IN'F lS 4 HWF CORNER IS 0.1 M OF ' R 0. 2sxo.1'w. oFR II - 4HWF l5 \\ 11 `-A6� N �6 E -32' 4�u",l2"E T )12"D 0.\2'S OF (L' \\ \ `� m\'' )14 D ,¢ _ �x x \ \ 1 I I % �- N I ' I\ II •, A 2CLL II ?4.24 I\ \ I? 2 6"0 PERFORATED PVC A4�• x� VAULT FOOTING DRAIN \\ `� TRACT B �� 414 -i / x r�n 8 1�4REA 9� •x DETENTION VAULT, • SEE SHEET a\ C19 FOR DETAILS 12" VENTILATION PIPE TYP. AND \ `-. �75' WETLAND `\"Y\ ' A2 o _____ __• + Al x Q Q 24" ACCESS RING AND LID (SEE STRUCTURAL PLANS BUFFER ` 36"E �� I B E FOR DETAILS) "� \ 37�� `� _ 30 D�`��` \ -6 x x �,`�\ VAULT INLET,. �,�\ E STA. 15+05.22, 0.61 ' L 15" lE IN 4>5 (S) �+ TRAIT T A 40 �E � - - i417.32- , J 46 LF 15" LCPE @ 4-99,°4 +.�"� .STORM DRAINAGE Q� I VAULT OUTL ET, (P1) \� STA. 37+90.13, 35.29' L 1.48% / 6"E 12" lE OUT 49A69- (SE) 40Z 76 00 LL I r -- - - 9. 1.67.`6' 0 LF 12" LCPE @ AAbt, (P308) S0" 1 f , r , RIM=427.45 208 TYPE 2-54" � 7 4/ U 48 - -fir ; ' �'' \ EL=4G m WI TH CONTROL STRUCTURE T E -F 30" PVC @ 41 (P 10) _ _ - _ �; SEE DETAILS SHEET C20 J STA. 51 +38.56, 46.89' L RIM -r 2L &9 422.99 82 LF 12" LCPE @ '�-� (P,3) '�8 S 12" lE IN 9 (NW) 40Z61 J 12" lE OUT-49-7� (S)40Z60 I 1 1.18.E 51 LF 12 LCPE 9 -9-99Z (P208) MOVABLE BOLLARD TIP. 25' PUBLIC SHEET C 2 FOR DETAIL STORM ANDSEWER \ CB 108 96" STORMFILTER 5 7 EASEMENT -SEE DETAILS SHEET C22 6 / STA. 51+74.93, 11.38' L CB 11 TYPE 2-48" � CONNECT VAULT FOOTING RIM 4,2;.;4 ¢21„ 32 (SOLID LOCKING LID) CB 2, TYPE 1 DRAIN TO CB 8 0o I 12" lE IN 4J-94 (N) 40ZOO STA. 12+15.81, 5.82' R "- STA. 14+55.59, 18.54' R + 12" lE OUT-4e&z-e (S) 405.20 � RIM 2; 42Z 19 422.69R1M �' 30" lE IN-z; GG (W) 421.65 419.�7 12" lE IN-- P (W) --- 5' WIDE INTERCEPTOR r y 30" lE OUT w-rr'r-vim (E) 421.53. � 419.1715" lE OUT w' n " (E) TRENCH; TIED INTO EXISTING DITCH 18 LF 12" LCPE @ 44 (P108) 0 I 2.67.Z Q 34 LF 15" LCPE @ '. (P2) _ _ _ 1 ° �� 32 LO - C) - 4.00X - „L CB 3, TYPE 1 STA. 13+81.42, 12.17' R CB 1 TYPE 2-48" _=--_- -17 -------- 24"CPP=414.3 RIM 4z;4.1 iI 24.23 THRU CURB INLET STA. 14+82.08, 39.54' R CB 9 TYPE 2-48" CB 8 TYPE 2-48" \ ` (SOLID LOCKING LlD) \ I 12" lE IN �B- (W) 421.10 w 2; Ac 12" lE IN -,z,-T� (N) 421.1E 421.68 RlM-4z'tii.46 SOLID LOCKING LID ( ) \ 1 STA. 51 +81. 32, 5. 00' R III =........ � w n-I -In 6" lE IN 4:21.10 (S)421.19 418.0115" lE IN -4f8-�1- (W) STA. 15+10.58, 36.86' R RIM �B:69.420. 8 418.12 6" lE IN -49-.24 (S) RIM-=;-99 421.84 12" lE IN -495-ee (N) 404.72 12" lE OUT O:PiI.le (E)421.04 418.0015" lE OUT 4;&:P; (N) 30" lE IN - 14.- &- (W) 413.83 30" lE IN 0e4r5e (NW) 403.20 30" lE OUT ^'-r 4-� (SE) 413.84 30" lE OUT 493 5e (S) 403 STORM STUB SCHEDULE LOT lE** FG DEPTH TO lE 1 424.49 426.75 430.40 3.88 2 2& ; 4 425.21 429.80 4.66 3 ^ °-ter 424.64 427.00 2.53 4 2,2, 9- 422.25 426.30 3.80 5-4:2 1. §>- 421.58 424.60 3.03 6 :418.65 423.80 5.18 7 41 A 9J 418.90 422.40 3.37 8 6- 423 01 425, 00*** 2.22 9 22 4 422.65 426.00*** 3.53 10-42.4,74. 424.46 427.40 2.69 11- 9-T; 425.75 428.10 2.63 12 4JA-99.430.10 433.60 3.60 1,3- J4--o& 431.451 434.30 2.70 PRI VA TE CB SCHEDULE LOT RIM lE** 3 4-2 42Z62 ^'-�424.64 5 0:2 0. �� 424.61 -4z-I-�421.53 6 ogz5-, 4 42a85-486,418.55 9 4-24-56 424.72 - hF-4�422.54 11 4g8 95- 428.12 ^ °-� 425.58 12 432.9136-66 8 "NOTE.- ALL STORM STUB lE CALL OUTS ARE AT CLEANOUT OF RESPECTIVE LOT WITH MINIMUM 2.007' PIPE SLOPE, • IE'S MAY BE FIELD ADJUSTED TO ACCOMMODATE DEVELOPMENT. ***NOTE.- LOTS 8 AND 9 FG ARE ASSUMED FUTURE DEVELOPMENT PAD GRADES D.R. STRONG DRS CONSUL TING ENGINEERS ENGINEERS PLANNERS SURVEYORS 620 - 7th AVENUE KIRKLAND, WA 98033 O 425.827.3063 F 425.827.2423 1 CIIY COMMENTS 02.19.19 ORO 04.11.19 YLP SURVEYED: JGR 2 CIIY COMMENTS 05.03.19 CYW 06.20.19 YLP DESIGNED: YLP 3 DRAFT AS-BUiLTS YLP 05.01.20 YLP DRAWN: GLB CHECKED: YLP NO. REVISION BY DATE APPR APPROVED: MAJ scALE: AS NOTED ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY NO TES.- \ 1. ALL BUILDING DOWNSPOUTS, FOOTING DRAINS, AND DRAINS FROM ALL I ` obt IMPERVIOUS SURFACES SUCH AS PATIOS AND DRIVEWAYS SHALL BE CONNECTED TO THE PERMANENT STORM DRAIN OUTLET AS SHOWN ON THE APPROVED 1 I I (O CONSTRUCTION DRAWINGS #R-405414 ON FILE WITH CITY OF RENTON. THIS '11 II PLAN SHALL BE SUBMI TTED WI TH THE APPLICA TION OF ANY BUILDING PERMI T. I ALL CONNECTIONS OF THE DRAINS MUST BE CONSTRUCTED AND APPROVED 11 PRIOR TO THE FINAL BUILDING INSPECTION APPROVAL. 2. CONNECTION TO THE DOWNSTREAM DRAINAGE SYSTEM SHALL BE VIA I I I o PERFORATED PIPE CONNECTION, COMPLIANCE WITH THIS REQUIREMENT WILL BE ADDRESSED IN THE DRAINAGE PLAN SUBMITTED FOR RESIDENTIAL BUILDING I i I I Li PERMIT DRAINAGE REVIEW WHEN APPLICATION IS MADE FOR A SINGLE FAMILY I Z RESIDENTIAL BUILDING PERMIT FOR EACH LOT. J. ALL TRENCH RESTORATION SHALL BE PER THE CURRENT CITY OF RENTON I I1,1 I o TRENCH RESTORATION AND STREET OVERLAY DETAIL. 4. PER SECTION 7 REQUIREMENT FOR PATCHING, OVERLAY, OVERLAY WIDTHS, 1. I TRENCHES (ROAD CROSSINGS) D. IF THE OUTSIDE OF THE TRENCHING IS WITHIN I i Cl) i i I ...... THREE FEET (3) OF ANY ADJACENT LANE LINE, THE ENTIRE ADJACENT I I W I 1 c, F: TRAVELED LANE AFFECTED WILL BE REPAVED. I II I I I + / •.�: 11111 I � � LANDSCAPING NOTE I 1. TRACT 'A" WILL BE OWNED BY HOA AND VAULT LANDSCAPING SHALL BE CB SA TYPE 2-48" (SOLID LOCKING LID) MAINTAINED BY THE HOA. AN EASEMENT OVER AND ACROSS TRACT 'A" STA. 34+14.60, 3.00' R ALLOWING THE CITY ACCESS TO INSPECT AND MAINTAIN THE VAULT AND ALL 409.55 RIM ^^�9- 11iI1 : STORMWA TER FACILITIES IN THE TRACT WILL BE RECORDED. 401.15 30" lE IN 091.:P9 (N) 2. THERE SHALL BE A MINIMUM OF 3-FOOT CLEAR RADIUS AT ALL FIRE 401.10 30" lE OUT OeInPB- (SW) 11�II HYDRANTS. AS -BUILT 24 0.92X I 1 `& LF 30" PVC @ 9-�9* (P8A) RM a z10.10 SEE SHEET C18 I a"PVC (N S) FOR MORE DETA.' CTR CHANNEL=396.95 ILS SD OUTFALL, RIP RAP OUTFACE PROTECTION l CERTIFY THAT THE INFORMATION SHOWNHEREON WHICH WAS AS -BUILT BY D.R. STRONG, AND MAY INCLUDE LOCATIONS, ELEVATIONS, 8.5 x12 STA. 33+97.35, 1xl2'x' 2 DEPTHS, PIPE SIZES, AND AS -BUILT COMMENTS, ACCURATELY REFLECTS EXISTING FIELD COND177ONS AS DETERMINED BY ME OR UNDER MY 30" lE 40�` 0 88 I I li DIRECT SUPERVISION ON 7741S DA7F° 0411512020 - VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/1991 DATUM NORTH GRAPHIC SCALE 0 20' 40' 80' 1 INCH = 40 FT. IWO RENTON Planning/Building/Public Works Dept. R-405414_ IN COMPLIANCE WITH CITY OF RENTON STANDARDS CEDARS AT THE HIGHLANDS STORM DRAINAGE PLAN PAGE: o1.2s.1 s 14120160TH AVENUE SE C 14 RENTON, WASHINGTON 98059 SHEET: OF: 14 28 DRS PROJECT NO. 16041 U) 0 z Q J LU U) OC a 0 I_LI U LO i i 0 LU 34 w z L, 091 II Q Gf:j 425 SE 114 SECTION 14, TOWNSHIP 23 N, RANGE 5 E, W.M. SEE SHEET C16 �-I1 CEDARS_ A T THE HIGHLANDS TYPE 1 _-------------- VAULT INLET, STA. 22+74.89, 19.61' R ----------------- - �� / \\ °° STA. 15+05.22, 0.61' L 6" 431.32 ■ - _ _ �° / \ \ 15" 1E 5 417.32 6" lE IN n-.=° 50 (NE) 429.32 CB 12 TYPE 2-48" 12" 1E OUT-4z'9.;Se (S)429. (SOLID LOCKING LID) d Ti I 670 PERFORATED PVC / \\ a STA. 10+ 13.63, 6.00' R _ _ _ ° ° VAULT F0071NG DRAIN d a RIM 4j;.6.r431.70 -- a ° °tea d °.- �- - _ CB 104, TYPE 1- Ailk 9 O a RlM ° 12" VENTiLAT/ON PIPE T1P 30" lE IN Z. ^^ N ,423.67 STA. 12+08.36, 12.17' L 30" 1E OUT -�-9� E 423.58 427.36 ° 4 AND 24" ACCESS RING AND " Z "^ O _ LID (SEE STRUCTURAL 2 "^� ^^ I� _ _ _ PLANS FOR DET 6 " lE IN -�-o� (N) 2 .0 � °� _ _ _ _ � � � � l \ 12" lE OUT -S (S)424.9 ° 3 41 LF 12" LCPE @ +-194 (P6) 11+00 ( ) 24 LF 12" DI @ -1 B�� P104 - dl 10 00' __)7L 14 12+00 a CB 103, TYPE 1Ls- - - - - � % I ; 202 LF 30" PVC @ 6 �� ° °� Qa CB 1 TYPE 2-48" \ I -1-/9� P 12 7 .,� , _ - -- STA. 13+81.42, 12.1 T L ° d d a THRU CURB INLET RIM 4 -1-1- 424.�4 6" 1E IN 4�?99 (N) 422.0 I ° STA. 14+82.0 RlM9.5 421.E SO 149 LF 12" LCPE @ . I 13f pp 12" 1E OUT (S)' 22 ° 15" lE IN 4;&:P; (W)418.01 I \ \ O ° - LF 3O PwC © 6p� - -- 6» lE IN -� (S)418.12 \ \ 1 24 LF 12" DI @ + B34 (P103) 15" 1E OUT -� N 18.00 d� - -- ° CB 5, TYPE 1 ° a 172 �3 (l`1 _ �d a a d a I STA. 10+59.15, 12.1T Rd o- - - - - - - _ 1 , 46 LF 15 L a a d LF 12» LCPE © 58%- 9 Z°P,F� @� (P1) RIM -roc -06 430.67 - - -- - - <{T =- - ° CB 11 TYPE 2-48„ ° J g,°� �P4 - 4+00 � A �/1 AC O. � - d a- Q �� - - - - 11 CB 6 TYPE 2-48" CB 4, TYPE 1 _ � - -> +--_ - STA. 10+ 1 E 2 8" R 12 /E IN �Fz'6: 46- (W) 426.45 STA. 12+0 CB 12.17' R (SOLID LOCKING LID) d a ° -T- �48 - ; 49% - _ -- A _ 12" lE OUT �fz'fi-4rr E 426.45 RIM 427.34 I STA. 12+15.81, 5.82' R ° d 69X 34� F' 30" PVC @ 3?o P10 12 ---- - - a 1 ` RIM 431-+8- 431.02 O 1 12" 1E IN�� S 426.82-------- r ______=====12" lE IN -tee (N).424. 6-_ RIM 4-427.19 _ � I 1 - t ` ° 12" 1E IN-�-10 (N) 42Z80 1 12" 1E IN ^2- (W)424.00- - - � - - � )L/ lE IN 7'-E1(W) 421.65 a _ X 1 10 F 12" LCPE @ � (P3) 12" lE OUT E 426.72 ( ) 6 /E IN "-�',^�^s S 424.0E 1 30 /E OUT *.2f.66 (E) 421.53 4 a _ ■ 13 ° (j�� / �o�_ ° 12" lE OUT "'-^4 (E) 424.00 LQ 39 LF 12" LCPE @-1.-1944 (P106) � � � � <� ° _ ° ad ��b� 1 , , 1.31% _ CB 10 TYPE 2-48" _ CB 3, TYPE 1 �V (SOLID LOCKING LID) - STA. �1�3�+./8./1.42, 12.17' R RIM �2T.TT424.23 ■ I STA. 13+73.96, 5.88' R CB 106, TYPE 1 RIM q..q-;: 24.36_ �� 12" 1E IN-4z21-+e(W) 421.10 CB 2, TYPE 1 Co 9 TYPE 2-48" 144 12" 1E IN -�& (N) 421.16 STA. 14+55.59, 18.54' R \ � STA. 21+93.14, 15.17' R 30" lE lN-rro-�c W ¢19.02 � - -6" lE lN-4z�1-�B- (S) 421.19 RIM -=rz^z^-6=r422.69 � \ \ "'� ^^ O I � � � � _ (SOLID LOCKING LlD)I / 30" lE OUT -�-�� (E) 1 12" 1E OUT "^� (E) 421.04 RIM �04e.4g430.17 8.99 42 6 STA. 15+10.58, 36.86' R / \ 111.114 12" lE OUT -m-�� (N) 427.33 � 12" lE IN e (W) I � RIM 421.84 15" 1E OUT 4 (E) 419.17 -30" 1E IN W 4.00% 30" lE OUT0 10. z6 (SE) 413.84 34 LF 15" LCPE @AG&* (P2) -` 420 N 8" WA/30" SD CROSSING CLEARANCE 0.88 415 12" SD/8" WA n II CROSSING Q CLEARANCE 2.39 � 12" SD/30" SD n Y N CROSSINGTJ CLEARANCE 2.11 m `F W II �W CLEARANCE 0.50 N 12" SD 8" SS 6 S4. II � CLEARANG NCE NCE EXISTING GRADE AT Y h R.O.W. CENTERLINE 12" SD 30" SD 7 Ld ou CROSSING m - CLEARANCE 0.53 _ _ _ _ _ _ _ II FIN/SHED GRADE AT .22% Qp W. CENTERUNE -' LUR.O. -- 1.68% ------ 149 LF_12'- - CS�cr--------- - 202 LF 30" PVC @ (P12) - 172 1.69,$ LF 12" LCPE @-1- 0.96% - g (P4) 157 1.60% - CB 5, TYPE 1 STA. 10+59.15, 12.17' R RIM 046L 06 430.67 12" 1E IN 4219� (W) 426.45 12" 1E OUT- 49 (E) 426.45 a 66% 41 LF 12" LCPE @ (P6) STA. 10+19.13, 19.97' R 410 RIM-439-+e 431.02 12" 1E IN0:26.99 (S) 426.82 12" 1E IN -42e- ie (N)42Z80 12" 1E OUT0�9_fr.96 (E)426.72 CB 12 TYPE 2-48" 405 (SOLID LOCKING LID) STA. 10+ 13.63, 6.00' R RIMS 431.70 30" 1E IN-4:24- 90 (N) 423.67 30" 1E OUT-=A-6-9e (E) 423.58 CB 104, TYPE 1 STA. 12+08.36, 12.17' L 427.3E RlM A 7 425.026" lE IN �r.9e (N) 424.9512" lE OUT �-�nn (S) CB 11 TYPE 2-48" 24 LF 12" DI @ a:-83* (P104) (SOLID LOCKING LID) STA. 12+ 15.81, 5.82' R 3.29% RIM ^-�� 427.19 CB 4, TYPE 1 30" lE IN -4:21I-Ee (W) ¢21,65 STA. 12+08.36, 12.17' R 30" lE OUT-4z-1-66(E) 421.53 RIM ""-ter 427.34 12" lE IN "'�� (N) 424.1E 12" lE IN ""-,z4.00 (W) 424.00 6" lE IN �1-24.-9e (S) 424.0E 12" lE OUT -4:24:-99- (E) 424.00 �F V V O� h O to r7 O Oi N N N O N O N O N O N O N O N O N N N^ N O SANITARY SEWER ,SE 141 ST PLACE' CLEARANCE 0.50 12" SD 8" SS --( CROSSING CLEARANCE 4.8E U W O I SD 12" WA CASING p CROSSING CLEARANCE 0.50 � � W v 15" SD 8" SS 2 CROSSING CLEARANCE 3.23 5" SD 30" SD CLEARANCE 0.57 v..�f CROSSING CLEARANCE 0.48 3.49$ - do - I am CB 103, TYPE 1 ------- ----- - --- -��9J STA. 13+81.42, 12.17' L CB 2, TYPE 1 RIM �2T4T 424.24 STA. 14+55.59, 18.54' R 6" lE IN ""-,mA_2-80 (N) 422.05 RIM "-�0 422.69 12" lE OUT ""-ter (S) 422.02 12" lE IN 4f9-59- (W) 419.37 � 410 3.58% 15" lE OUT -419.:25 (E) 419.17 24 LF 12" DI @4-939-(P103) 4.00% CB 9 TYPE 2-48" CB 3, TYPE 1 34 LF 15" LCPE @ (P2) (SOLID LOCKING LID) CB 10 TYPE 2-48" STA. 13+81.42, 12.17' R STA. 15+10.58, 36.86' R (SOLID LOCKING LID) RIM 0:24--1-� 424.23 CB 1 TYPE 2-48" RIM "-2;,99 421.84 STA. 13+73.96, 5.88' R 424.3E RIM -Oz2 =•-ter 12" lE IN "-;moo-(W) 421.10 12" lE IN 4-2;Ts (N) 421.1E THRU CURB INLET STA. 14+82.08, 39.54' R 30" lE IN "-14-:26 (W) 414.83 405 30" lE OUT 4;4..2& (SE) 414.84 419.02 30" lE IN -418-9e (W) 6" lE IN "-,z;-'ro- (S) 421.19 RIM �421-46r421.68 418.99 30" lE OUT 416:99 (E) 12" lE OUT-4:2f-+6(E) 421.04 15" lE IN (W) 418.01 6" lE IN (S) ¢18.12 46 LF 15" LCPE 15" lE OUT-44844- (N) 418.00 1.48% N O N Nt N� N N N N N N 10+00 10+40 10+80 11 +20 11 +60 12+00 12+40 12+80 13+20 13+60 I/ERTICAL DA TUM: BASIS OF BEARINGS.• NA VD 88 PER CITY OF RENTON VERTICAL CONTROL CA TCH BASIN NOTE.• IF DURING CONSTRUCTION, IT IS FOUND THAT PIPE ANGLES REQUIRE ROTATION OF THE TYPE 1 CB AND MISALIGNMENT WITH THE CURB, THE CITY WILL REQUIRE REMOVAL AND REPLACEMENT OF TYPE 1 CB WITH LARGER STRUCTURE AND ADEQUATE KNOCKOUT. UTILITY CROSSING NOTE: X) UTILITY CROSSING, REFER TO C28 FOR DETAILS Call 2 Working Days Before You Dig 811 Utilities Underground Location Center (ID,MT,ND,OR,WA) PIE / �O OF WA 8 SC P / T9 53232 is RFGISTERE� �\ S/ANAL �ZO N0125'00"W BETWEEN CITY OF RENTON HORIZONTAL CONTROL POINTS 2127 AND 1852. BENCHMARK: AS -BUILT BRASS DISK IN CONCRETE MONUMENT DOWN 0.8 /N MONUMENT CASE AT THE "l CERTIFY THAT THE INFORMATION SHOWN HEREON WHICH WAS INTERSECTION OF THE CENTERLINE OF 148TH PLACE SE. AND SE. 142ND AS -BUILT BY D.R. STRONG, AND MAY INCLUDE LOCATIONS, ELEVATIONS, STREET, ELEVATION = 363.697 FEET. DEPTHS, PIPE SIZES, AND AS -BUILT COMMENTS, ACCURATELY REFLECTS 2. CITY OF RENTON CONTROL POINT N0. 1852: FOUND PUNCHED 3" BRASS EXlS71NG FIELD COND1710NS AS DETERMINED BY ME OR UNDER MY SURFACE DISK AT THE INTERSECTION OF THE CENTERLINE OF NE. 4TH STREET DIRECT SUPERVISION ON THIS DATA• 04/15/2020. AND 148TH AVENUE SE., ELEVATION = 454.769 FEET. 1 CITY COMMENTS 02.19.19 ORO 04.11.19 YLP SURVEYED: D.R. STRONG JGR 2 CITY COMMENTS 05.03.19 CYW 06.20.19 YLP DESIGNED: DRS CONSULTING ENGINEERS 3 DRAFT /►s-euiLTS YLP05.01.2o YLP YAP ENGINEERS PLANNERS SURVEYORS DRAWN: ^LB 620 - 7th AVENUE KIRKLAND, WA 98033 CHECKED: O 425.827.3063 F 425.827.2423 YLP N0. REVISION BY DATE APPR APPROVED: MAJ 14+00 14+40 0 10 20 40 1 INCH = 20 FT. HORIZONTAL NORTH 0 2.5 5 10 GRAPHIC SCALE mommil 0 10 20 40 1 INCH = 5 FT. 1 VERTICAL 1 INCH = 20 FT. SCALE: VERTICAL: NAVD 1988 ■ AS NOTED HORIZONTAL: NAD 1983/1991 CITY OF DR) RENTON ONE INCH DATUM Nko■ AT FULL SCALE ,v Planning/Building/Public Works Dept. IF NOT ONE INCH SCALE ACCORDINGLY O u 14+80 15+20 15+60 (f R-405415 Z IN COMPLIANCE WITH CITY OF RENTON STANDARDS Q 2 Ill GATE: Q CEDARS AT THE HIGHLANDS o�.2s.�s SE 141 ST PLACE STORM DRAINAGE PLAN AND PROFILE FlELDBOOK: PAGE: 14120160TH AVENUE SE DRAWINGC.1 5 o RENTON, WASHINGTON 98059 s"E�' 15 °F28 U DRS PROJECT NO. 16041 Q N n 34 w z LLj ILL SE 1/4 SECTION 1 4, TOWNSHIP 23 N, RANGE 5 E, W.M. A T THE HIGHLANDS C) CEDARS ,"t o SEE SHEET C15 w x ��\ / CB 12 TYPE 2-48" CB 15 TYPE 2-48" (SOLID LOCKING LID) �\ 9.55,°b' LF 12" DI @ 3-�5 (P7) 11 LF 30" DI @z'i-6$3o (P15) 49- ! I SOLID LOCKING LID) STA. 22+45.93, 13.50' R i / STA. 24+31.92, 19.35' R 45 3.38X T T a RIM "-j;.-&,r 431.70 C16, TYPE 1 435.47R1M 49&96 X - - - - - - - - I 1 30" 1E IN "gr (N) 423.67 STA. 21+05.84, 15.17' R / " z2 n' 430.69 3O" lE OUT-rsr-v� (SW) _ _ _ ° / _ ".� z n„ 30" 1E OUT-0r�.90 (E) 423.58 "'» �� 42Z83 RIM 4:2A r& U) EX. 30" 1E IN ^- z�'� N 430.98 O \ 12" lE OUT 0:2 4-�zfr (S) � Q - o 39 LF 12" LCPE @4Te4::w- (P106) r . 424.80 z :.:.:.:.. . . .. "a.a° ° - E _ _ _ :X : R0`-LF-.3!}� -: LGPE : ® 1. 63% oa �A _ � 4 "0 ' - 2 - 87 4.21 \ - - _ _ _ _ - - EX. 58 LF 12" LCPE ®4.86X LF 30" PVC @ (P14) LF 30" PVC @-' (P13) - 2 - - - - - - - - - - - - - - 1 - ��►---------- -------- - LU o ° 24+00 L J L J __ 22+00 / - _ -_ - + - r- CB 14 TYPE 2-48" CB 13 TYPE 2-48" r 1/17 LF 12" LCPE @ 1.4 (P16) SOLID LOCKING LID ��, ( ) rr� (SOLID LOCKING LID) CB 7, TYPE 1 , i� ? Q STA. 24+22.47, 13.50' R RIM 4J-z 435.31 STA. 23+31.68, 13.50' R STA. 22+74.89, 19.61 ' R - - - - - - - - 4J2'05 RIM - -66 431.3 160THA VE SE CB 106, TYPE 1 STA. 21+93.14, 15.17' R - EX. CB, TYPE 1 30" 1E IN ^ °-g^� (NE) 429.64 I- - - 30" lE IN RI N "29 cn ()427.42 6" lE IN ,�-o�(NE) RIM 436-38- 430.17 STA. 20+89.10, 18.39' R - - / 30" 1E OUT �9.69 (S)429.56 J0 - _ - - do` 30" 1E OUT -rr� 29 (S)427.33 12" 1E OUT ag_50(S)429.32 RIM �6 42Z57 12" 1E OUT "m2- ger (N) 427.3311w 12" lE IN r (N) 424.55 Q EX. 12" 1E IN 029. 1& (W) 428.30 EX. 12" 1E OUT 424.56 (S) Q - CB 6 TYPE 2-48" (REMOVE EX. 12" TO NORTH Li 22+31.85, 18.71' R AND USE EX. KNOCKOUT FOR P16) RIM RIM 04�,!9- 431.02 U 12" 1E IN 4Z6r.39- (S)426.82 a 12" 1E IN iB f 6• (N) 42Z80 O 12" 1E OUT 42 . (E) 426.72 Q~ pcv EXIS71NG GRADE AT LU 12" SD 8" WA F R. 0. W. CEN7ERL/NE 3 CROSSING - _______ CLEARANCE 2.39 N o � 12" SD 30" SD -- __- " " + + �I CROSSING 4 �""- ----- 12 SD 16 WA CASING + 1 8" WA 30" SD N o II CLEARANCE 2.11 ---------------------- CROSSING 2 N O 8" PRE CLEARANCE 0.50 CROSSING CLEARANCE 0.88 WAreR O ------------------------------------------------------------ -------------------------------------------- ------ 90 � - 0---------- -94-LF 30" PVC © 2.38Z (P14) 87 LF 30" P I/C 4.21,T - @ ( 13) CB 14, TYPE 2-48" � (SOLID LOCKING LID) STA. 24+22.47, 13.50' R RIM 44-r*;a 435.31 30" 1E IN 6e (NE) 429.64 420 30" 1E OUT- 9.66 (S) 429.56 CB 13 TYPE 2-48" (SOLID 11 LF 30" DI @,(P15) STA. 21LOCKING,13.50/D z'--�,� R "" " 432.05 CB 7, TYPE 1 9.55X EX, 12" lE IN RIM 04 (W)428.J2.0 STA. 22+74.89, 19. 61 ' R CB 15 TYPE 2-48" 30" 1E IN 4:2;z:29-(N)42Z42 RIM �Cr431.32 (SOLID LOCKING LID) 30" 1E OUT- :20 (S) 427.33 6" lE IN �B (NE) 429.32 415 STA. 24+31.92, 19.35' R 12" 1E OUT-4:29.5e (S) 429.32 RIM 44&.99 435.47 30" 1E OUT - 4-2.9; (SW) 430.69 -t:J�- LF 12" DI @ EX. 30" 1E IN Tl�OT (N) 430.98 45 3.38% 160 TH A VE SE 25+20 VER TI CAL DATUM: 24+80 24+40 24+00 BASIS OF BEARINGS• NA VD 88 PER CITY OF RENTON VERTICAL CONTROL BENCHMARK: 1. CITY OF RENTON CONTROL POINT NO. 2127: FOUND PUNCHED 1-1/2" BRASS DISK IN CONCRETE MONUMENT DOWN 0.8 /N MONUMENT CASE AT THE INTERSECTION OF THE CENTERLINE OF 148TH PLACE SE. AND SE. 142ND STREET, ELEVATION = 363.697 FEET. 2. CITY OF RENTON CONTROL POINT NO. 1852: FOUND PUNCHED 3" BRASS SURFACE DISK AT THE INTERSECTION OF THE CENTERLINE OF NE. 4TH STREET AND 148TH AVENUE SE., ELEVATION = 454.769 FEET. I � Call 2 Working Days Before You Dig 811 Utilities Underground Location Center (ID,MT,ND,OR,WA) PIE / �O OF WASkj, T9 53232 is RFGISTERE9 �\ S/ONAL \ZO 23+60 N0125'00"W BETWEEN CITY OF RENTON HORIZONTAL CONTROL POINTS 2127 AND 1852. UTILITY CROSSING NOTE: X UTILITY CROSSING, REFER TO C28 FOR DETAILS D.R. STRONG [[R Sd FED CONSUL TING ENGINEERS ENGINEERS PLANNERS SURVEYORS 620 - 7th AVENUE KIRKLAND, WA 98033 0 425.827.3063 F 425.827.2423 1 CITY COMMENTS 02.19.19 2 CITY COMMENTS 05.03.19 3 DRAFT AS -GUILTS 01 10 REVISION 23+20 O � N N N 6 22+80 AS -BUILT --------------------------------------------------------- IlL CB 106, TYPE 1 STA, 21+93.14, 15.17' R RIM 04e.48 430.17 12" 1E OUT-+27.0e (N) 427.33 39 LF 12" LCPE @4.-e44-(P106) CB 6 TYPE 2-48" 1.31X STA. 22+31.85, 18.71 ' R RIM 04;. !G 431.02 12" 1E IN ^'^ 2- . (S) 426.82 12" 1E IN "7� (N)42Z80 12" 1E OUT OZ+6.9G- (E) 426.72 CB 12, TYPE 2-48" (SOLID LOCKING LID) STA. 22+45.93, 13.50' R RIM-439--E,3 431.70 30" 1E IN-4GG (N) 423.67 30" 1E OUT-4tFO-9e (E) 423.58 o) �t L O O O O 22+40 "I CER77FY THAT THE INFORMA71ON SHOWN HEREON WHICH WAS AS -BUILT BY D.R. S7RONG, AND MAY INCLUDE LOCAPONS, ELEVAPONS, DEP774S, PIPE SIZES, AND AS -BUILT COMMENTS, ACCURA TEL Y REFLECTS EXIS77NG FIELD COND177ONS AS DE7ERMINED BY ME OR UNDER MY DIRECT SUPERVISION ON 77-IIS DA7E 0411512020 - DRD 04.11.19 YLP SURVEYED: JGR CYW 06.20.19 YLP DESIGNED: YLP YLP 05.01.20 YLP DRAWN: GLB CHECKED: YLP BY DATE APPR APPROVED: MAJ SCALE: AS NOTED ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY 22+00 VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/1991 DATUM 21+60 C16, TYPE 1 STA. 21+05.84, 15.17' R RIM-4m2A;z& 42Z 83 12" 1E OUT 6 (S) 424.80 1.47X 17 LF 12" LCPE @ 44-79 (P16) 1 415 EX. CB, TYPE 1 STA. 20+89.10, 18.39' R RIM ""-�*r 42Z57 12" 1E IN 09 9c6E (N) 424.55 EX. 12" 1E OUT 424.56 (S) 21 +20 CITY OF RENTON Planning/Building/Public Works Dept. Dd N N 20+80 20+40 .IIIIIIIIIIIIIi IN u NORTH GRAPHIC SCALE 0 10 20 40 1 MI 1 INCH = 20 FT. HORIZONTAL 0 2.5 5 10 1 INCH = 5 FT. 00 VERTICAL r O T I Q J • • • 00 U) R-405416 z IN COMPLIANCE WITH CITY OF RENTON STANDARDS Q LU GATE: Q CEDARS AT THE HIGHLANDS 01.29.19 160TH AVE SE STORM DRAINAGE PLAN AND PROFILE FIELDBOOK: 0� PAGE: Q 14120160TH AVENUE SE DRAWINGC 16 RENTON, WASHINGTON 98059 SHEET: 16 OF:28 U DRS PROJECT NO.. 16041 It LO LU Q 0 N ro w Q z L, SE 1/4 SECTION 14, TOWNSHIP 23 N, RANGE 5 E, W.M. CEDARS A T THE HIGHLANDS cry _ � � ►.,.�,� i-------------- - ------------- r1��1'=III i_ �?'� + � 40 d Pit j !i ' - is \:�V% i=Q •.`% •=0:: "I <:==i: w PUBL/C STORM A EASEMENT OVER $ ENTIRE TRACT A; SEE TRACT A NOTE, THIS SHEET \ N < CB 108 96" STORMFILTER \ SEE DETAILS SHEET C22 ♦ �'`� STA. 51+74.93, 11.38' L ♦ 'r'-- \ RIM #2i�1- 421.32 ♦ <<,A \� 12" lE IN -Be (N) 40z 00 ♦ F ♦ cQ �O . i0 46 LF 15" LCPE @ e.999 (P1) 12 25' PUBLIC STORM AND \ LJ4��/ O ° // ` SEWRFR_ETSEREA'T - - - �\ 'k9i P10)', - ° V 5' MIN. BSBL OM \ „7' CB 9 TYPE 2-48" PUBLIC STORM AND CB 8 TYPE 2-48" (SOLID LOCKING Ll) SEWER EASEMENT (SOLID LOCKING LID) \ STA. 50+44.23, .00' R SEE SHEET BL NOTE THIS STA. 51+81.32, 5,00 R RIM-4r>,99 421.84 RIM 4z2B-Fi9 420�88 30 /E IN 4 4 4424 (W) 413.83 12" lE IN 49SS (N) 404. ;�2 30" lE OU j (SE) 413.84 7 30" lE IN 4939 (NW) 403 20� / 30" lE OUT 463-�58 (S) 403.20 \Y , AS -BUILT "/ CERTIFY THAT THE /NFORMA RON SHOWN HEREON WHICH WAS AS -BUILT BY D.R. STRONG, AND MAY INCLUDE LOCATIONS, ELEVATIONS, DEPTHS, PIPE SIZES, AND AS -BUILT COMMENTS, ACCURATELY REFLECTS EXISTING FIELD COND/T/ONS AS DETERMINED BY ME OR UNDER MY DIRECT SUPERVISION ON THIS DATE. 0411512020 - � `� Call 2 Working Days Before You Dig 811 Utilities Underground Location Center (ID,MT,ND,OR,WA) 425 d d W --------------------------------------- - - -148 LF PVC •3499• © f (_p10 R.O.W. CENTERLINE ' EXIS7l R. 0. W. 30" AVC R ul ®-9. 99 (P308) �\ CB 9 9 1.67X TYPE 2-48" CB 208 TYPE 2-54" (SOLID LOCKING LID) WITH CONTROL STRUCTURE STA. 50+44.23, 5.00' R SEE DETAILS SHEET C20 RIM-2; 99 421.84 STA. 51 +38.56, 46.89' L 30' IE IN 4-rr (W) 413.83 RIM - _z' 88 422.99 5- (SE) 413.84 12" IE 110 447-, -(NW) 40Z61 12" 1E OUT 46 59- (S) 407.60 1. 8X 51 LF 12" LCPE © (P208) CB 108 96" STORMFILTER SEE DETAILS SHEET C22 + 4. 9J,_7f38' L 421.32 RIM 4 7 407.0012" 1E IN 40;7- a8 (N) 405.2012" 1E OUT-495-zl9 (S) B Yf'A SS IN EA SEMEN T ENO 8" SD 12" SD ' � ► i II 425 CROSSING CLEARANCE 5.28 in End Y - 400 (SOLID LOCKING LID) STA. 51 +81.32, 5.00' R RIM -Om20.69 420.88 12" IE IN "-,0&08 (N) 404.721 30"" IE IN -493.56 (NW) 403.20 30" IE OUT-463.59 (S) 403.20 2 67X 18 LF 12" LCPE © �-+43f (P108 o O^ Dd � h o ^ � o rM ONO N N N N N d N N N N 50+00 50+40 50+80 51+20 51+60 52+00 PI E �O OF WAS,,j/ P r 1 CITY COMMENTS 02.19.19 DRD 04.11.19 YLP suRVEYE scA E: D.R. STRONG 2 CITY COMMENTS 05.03.19 CYW 06.20.19 YLP J GR AS NOTED CONSUL TING ENGINEERS DR 3 DRAFr AS-BUILTS YLP 05.01.20 YLP DESIGNED �P ENGINEERS PLANNERS SURVEYORS DRAWN: GLB ONE INCH FGSTERE� /STE �� G 620 - 7th AVENUE KIRKLAND, WA 98033 CHECKED: AT FULL SCALE S 1ONAL 0425.827.3063 F425.827.2423 YLP IF NOT ONE INCH \,`ZO N0. REVISION BY DATE APPR APPROVED:MAJ SCALE ACCORDINGLY VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/1991 DATUM 52+40 ;� CITY OF RENTON Planning/Building/Public Works Dept. W, U VERTICAL DATUM: 0000 NAVD 88 PER CITY OF RENTON VERTICAL CONTROL r BENCHMARK. • o 1. CITY OF RENTON CONTROL POINT NO. 2127.• FOUND PUNCHED 1-1/2" BRASS DISK IN CONCRETE MONUMENT DOWN 0.8 /N MONUMENT CASE AT THE INTERSECTION OF THE CENTERLINE OF 148TH PLACE SE. AND SE. 142ND STREET, ELEVATION = 363.697 FEET. T Q 2. CITY OF RENTON CONTROL POINT NO. 1852. FOUND PUNCHED 3" BRASS SURFACE DISK AT THE INTERSECTION OF THE CENTERLINE OF NE. 4TH STREET AND 148TH AVENUE SE., ELEVATION = 454.769 FEET. J BASIS OF BEARINGS.• N0125'00"W BETWEEN CITY OF RENTON HORIZONTAL CONTROL POINTS 2127 AND 1852. UTILITY CROSSING NOTE.• O UTILITY CROSSING, REFER TO C28 FOR DETAILS CA TCH BASIN NO TE.• o m IF DURING CONSTRUCTION, IT IS FOUND THAT PIPE ANGLES REQUIRE ROTATION r OF THE TYPE 1 CB AND MISALIGNMENT WITH THE CURB, THE CITY WILL C) REQUIRE REMOVAL AND REPLACEMENT OF TYPE I CB WITH LARGER 0 STRUCTURE AND ADEQUATE KNOCKOUT. O BSBL NO TE.• LOT 7 SHALL HAVE ITS BUILDING FOOTINGS DESIGNED BY A GEOTECHNICAL r ENGINEER OR LICENSED ENGINEERING GEOLOGIST, SUCH THAT EXCAVATION OF THE PIPE (P9) MAY BE PERFORMED WITHOUT NECESSITATING SHORING OF ADJACENT STRUCTURE ON LOT 7. TRACT A NOTE.• UPON RECORDING OF THE FINAL PLAT, TRACT A WILL BE GRANTED AND CONVEYED TO THE CEDARS AT THE HIGHLANDS HOMEOWNER'S ASSOCIATION AND AN EASEMENT WILL BE GRANTED AND CONVEYED TO THE CITY OF RENTON OVER, UNDER, AND ACROSS TRACT A FOR THE PURPOSE OF CONVEYING, STORING, MANAGING AND FACILITATING STORM AND SURFACE WA TER. NORTH GRAPHIC SCALE 0 10 20 30 �1 `� 1 INCH = 20 FT. HORIZONTAL 0 2.5 5 7.5 1 INCH = 5 FT. VERTICAL R-405417 z IN COMPLIANCE WITH CITY OF RENTON STANDARDS Q LU 2 DATE: CEDARS AT THE HIGHLANDS 001.29.19 cn FIELDg BYPASS EASEMENT P Ir AGE. STORM DRAINAGE PLAN AND PROFILE DRAWING NO: Q 14120160TH AVENUE SE C 17 W RENTON, WASHINGTON 98059 SHEET 17 ":28 U D RS PROJECT NO. 16041 I) z Q 2 CD 2 w I- Q U) a w U r w z L, AS -BUILT "1 CER71FY THAT THE INFORMA77ON SHOWN HEREON WHICH WAS AS —BUILT BY D.R. S7RONG, AND MAY INCLUDE LOCAPONS, ELEVATIONS, DEP77-1S, PIPE SIZES, AND AS —BUILT COMMENTS, ACCURA7ELY REFLECTS EXIS77NG FIELD COND177ONS AS DE7ERMINED BY ME OR UNDER MY DIRECT SUPERWS10N ON 7HIS DA7E 0411512020." o� 0 �G G� • h 0 — -400. dL —— -400 --- __---- ---406------- AVERAGE WDTH 5' AVERAGE DEPTH 6' 1: 1 SIDE SLOPES SD OUTFALL, RIP RAP OUTFALL PROTECTION 8.5 x 12 x2' STA. 33+97.35, 15.36' L 30" 1E 0611. e9 400.88 SE 1/4 SECTION 14, TOWNSHIP 23 N, RANGE 5 E, W.M. CEDARS A T THE HIGHLANDS 7 ' ACCESS RING AND LID SEE STRUCTURAL PLANS FOR DETAILS) 2-48" / 425 - 425 E IS71NG GA ADE A T ----- -------------- --- ------------420 -- R.O. W. CEN RLINE _ _ _ ----------------- -------------- 420 ----------- ---- I415 ---- ------------------- -- --- O ---------- - -- 1.18 LF 12" LCPE @ (P208) I 51 0 24 LF 30" PVC a 67k 0 0.92% I P,,, _@_4-419* (P8A)- 307 LF 3 "PVC ® (P8) -- _ CB 108 96" STORMFIL TER-- --- -- — SEE DETAILS SHEET C22 _ _ STA. 37+38.28, 10.95' L - -- --- RIM4m .;zl421.32 400 — — R — — — — CB 8 TYPE 2-48" 12" lE IN �FB 8B (N) 407.00 — — — — — — — — (SOLID LOCKING LID) 12" 1E OUT-49&:2S (S)405.20 STA. 37+22.96, 16.92' L RIM-4:26L 63 420.88 �— 12" 1E IN 40& 00 (N) 404.72 CB 208 TYPE 2-54" 30" 1E IN FB3:68 (NW)403.20 WITH CONTROL STRUCTURE 30" 1E OUT 483-59 (S) 403.20 SEE DETAILS SHEET C20 CB 8A TYPE 2-48" SO OUTFALL, RIP RAP (SOLID LOCKING LID) STA. 37+86.17, 27.99' L RIM ""-,�-oQ 422.99 OUTFALL PROTECTION STA. 34+14.60, 3.00' R 18 LF 12" LCPE @4�(P108) 12" 1E IN 9-(NW) 40Z61 RIM--�� 409.55 8.5 X12 X2' � I Aa; Ga 2.67% 12" lE OUT -r�-�� ( S) 407.60 STA. 33+97.35, 15.36' L 30" 1E IN-4einpe (N) 401.15 30" 1E OUT 6 (SW) 401.10 % 62ND A I ✓ENUE SE 30" 1E IN 00�- 00 (NE) 400.88 11, (Z rn rr O o Ln N N j LO ^ rr rh _ N N rr rr cD cd cp of N O N CN 33+60 I � Call 2 Working Days Before You Dig 811 Utilities Underground Location Center (ID,MT,ND,OR,WA) 34+00 PI E / �O OF WA S SC P / T9 53232 is RFGISTERE� �\ S/ONAL �ZO 34+40 34+80 35+20 35+60 36+00 36+40 1 CITY COMMENTS 02.19.19 ORO 04.11.19 YLP SURVEYED: D.R. STRONG JGR 2 CITY COMMENTS 05.03.19 CYW 06.20.19 YLP DRS'd CONSUL TING ENGINEERS 3 DRAFT AS-BUILTS YLP 05.01.20 YLP DESIGNED: YAP ENGINEERS PLANNERS SURVEYORS DRAWN: GIB 620 - 7th AVENUE KIRKLAND, WA 98033 1 r—c-ECKED: 0 425.827.3063 F 425.827.2423 1 YLP NO. REVISION BY DATE APPR I APPROVED: MAJ 36+80 SCALE: AS NOTED ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY 37+20 VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/1991 DATUM 37+60 38+00 CITY OF RENTON Planning/Building/Public Works Dept. i VAULT FOOTING DRAIN VAULT OUTLET, STA. 37+90.13, 35.29' L 12" 1E OUT-4,95'5e (SE) 40Z 76 CRI JVGAL AR EA / X , WE- 1.67% ` LF 12" LCPE ®6IG69 (P308) CB 208 TYPE 2-54" `7 I WITH CONTROL STRUCTURE SEE DETAILS SHEET C20 i STA. 37+86.17, 27.99' L i 39+i?0 i RIM A8>9422 99 -12" 1E IN 49�56 (NW) 40Z61 —X .� X I � X ' � X 12" 1E OUT 465A56 (S) 407.60 I X X INERT/CAL DA TUM: NAVD 88 PER CITY OF RENTON VERTICAL CONTROL BENCHMARK. 1. CITY OF RENTON CONTROL POINT NO. 2127: FOUND PUNCHED 1-1/2" BRASS DISK IN CONCRETE MONUMENT DOWN 0.8 /N MONUMENT CASE AT THE INTERSECTION OF THE CENTERLINE OF 148TH PLACE SE. AND SE. 142ND STREET, ELEVATION = 363.697 FEET. 2. CITY OF RENTON CONTROL POINT NO. 1852: FOUND PUNCHED 3" BRASS SURFACE DISK AT THE INTERSECTION OF THE CENTERLINE OF NE. 4TH STREET AND 148TH AVENUE SE., ELEVATION = 454.769 FEET. BASIS OF BEARINGS: N0125'00"W BETWEEN CITY OF RENTON HORIZONTAL CONTROL POINTS 2127 AND 1852. UTILITY CROSSING NOTE: O UTILITY CROSSING, REFER TO C28 FOR DETAILS CA TCH BASIN NOTE.• IF DURING CONSTRUCTION, IT IS FOUND THAT PIPE ANGLES REQUIRE ROTATION OF THE TYPE 1 CB AND MISALIGNMENT WITH THE CURB, THE CITY WILL REQUIRE REMOVAL AND REPLACEMENT OF TYPE 1 CB WITH LARGER STRUCTURE AND ADEQUATE KNOCKOUT. NORTH GRAPHIC SCALE 0 10 20 30 1 INCH = 20 FT. HORIZONTAL 0 2.5 5 7.5 1 INCH = 5 FT. VERTICAL R-405418_ IN COMPLIANCE WITH CITY OF RENTON STANDARDS CEDARS AT THE HIGHLANDS O00.29.19 162ND AVE SE FlELDB PAGE: STORM DRAINAGE PLAN AND PROFILE DRAWING NO: 14120160TH AVENUE SE C 1 8 RENTON, WASHINGTON 98059 SHEET: OF: 18 28 ._ 0 O 0) , u 00 T C) 0 T i Q J U) 0 z Q J 2 W U) OC a I� w U DRS PROJECT NO. 16041 It LO 0 w r) z Q W Q w U ro w a w U_ VAUL T DETAIL 1 "=20' PIPE (TYP.) AND 24" D LID L PLANS FOR DETAILS) FRAME AND 24" ROUND SOLID COVER MARKED 'DRAIN" WITH LOCKING BOLTS (TYP.) 6" 0 PERFORA TED PVC VAULT FOOTING DRAIN ® PERIMETER 5x 10 GRATE WITH 24" SQUARE ACCESS HATCH -12" OUTLET IE *95L5640Z76 CB 208, TYPE 2-54" WITH CONTROL STRUCTURE SEE DETAILS SHEET C20 STA. 51 +38.56, 46.89' L RIM -2-88 422.99 12" IE IN e (NW)40Z61 12" IE OUT-407,§9 (S)40Z60 OPENING STRUCTURAL 4NS FOR DETAILS I& NORTH FRAME AND 24" ROUND SOLID COVER MARKED 'DRAIN" WITH LOCKING BOLTS (TYP.) RIM 422.94 SE 114 SECTION 14, TOWNSHIP 23 N, RANGE 5 E, W.M. CEDARS A T THE HIGHLANDS 5x10' GRATE W/ LADDER & 24" SQUARE RIM EL= 42350 LOCKABLE HINGED ACCESS HATCH FRAME AND 24" ROUND SOLID COVER MARKED 'DRAIN" WITH LOCKING BOLTS (TYP.) SEE NOTE 3 RIM 422.95 T T FINISHED GRADE VARIES (f42300) e 0 420.69 C) TOP OF VAULT *2& 54- (TYP.) 771 --------------------y------ -----: -------------- __— _' --------------------------------------------------------------- -- U 419.16 �9:98= TOP = 15" INLET -r -r. ' OF DETENTION 417.32 0.50' FREEBOARD _ ' rz :s. L o � 40Z 76 40Z 60 � Y 12" OUTLET 01515XZ5151 .::. ----- ---------------- -------------------------- TOP OF SEDIMENT STORAGE EL. 48 --- -----------------------------------------T-- - 40Z 10 :.. 5a9 MIN, 59 MIN.5..2... MIN. 5� 9 MIN • 00 : , ; C) TO CB 208 0.5' SEDIMENT STORAGE (TYP.) O 0 I T I SECTION A -A J 1"--5' FINISHED GRADE 5 x10' GRATE W/ LADDER & 24" SQUARE RIM EL= 423.50 LOCKABLE HINGED ACCESS HATCH SEE NOTE 3 CB 208 - CONTROL STRUCTURE SEE SHEET C20 FOR DETAILS 420.69 TOP OF VAUL T 4:26L 94 (TYP.) v.. . .. v .. u .. ... .. • .. .. .. a .... y a > .,. '. a: -----------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------_ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ 419.16-41.9-9e' TOP ------------------------------ ---------------------------------------------------------- OF DETENTION x 0.50' FREEBOARD 15" INLET .r o (FROM CB #1) o 81 f` :•. �. a 40Z60 12" OUTLET TO 407.10 TOP OF SEDIMENT STORAGE EL. 467_L56 PIPE 4*5L5� EL. 407--00 : 59 MIN. = 59 MIN. 40Z76 :s : l r f 0.5' SEDIMENT STORAGE (TYP.) SECTION B-B 1"--5' VAUL T DIMENSIONS INTERNAL DIMENSIONS OF VAULT: 140.00'(L) X 34.67W) X 12.50'(Dj SEE STRUCTURAL PLANS FOR EXTERNAL DIMENSIONS OF VAULT AS -BUILT "I CERTIFY THAT THE INFORMATION SHOWN HEREON WHICH WAS AS —BUILT BY D.R. STRONG, AND MAY INCLUDE LOCAPONS, ELEVATIONS, DEPTHS, PIPE SIZES, AND AS —BUILT COMMENTS, ACCURATELY REFLECTS EXISTING FIELD CONDITIONS AS DETERMINED BY ME OR UNDER MY DIRECT SUPERVISION ON THIS DATE. 0411512020. " Call 2 Working Days Before You Dig 811 Utilitie8 Underground Location Center (ID,MT,ND,OR,WA) DETENTION SUMMARY SHEET STAGE STAGE LIVE STORAGE VOLUME CF STORM EL. REQUIRED PROVIDED AS -BUILT TOTAL 419.00 54,591 54,740 55,025 100 YEAR 419.04 54,781 54,930 55,216 25 YEAR 417.92 49,464 49,599 49,599 10 YEAR 416.84 44, 337 44,458 44,458 2 YEAR 415.43 37, 644 37, 747 37, 747 ►' \'. P► ED/ OF WA S/y, `SC' P r 1 CffY COMMENTS 02.19.19 D.R. STRONG 2 CffY COMMENTS 05.03.19 DRS CONSUL TING ENGINEERS 3 DRAFT AS-BUILTS ENGINEERS PLANNERS SURVEYORS 53232 � 620 - 7th AVENUE KIRKLAND, WA 98033 S RFGISTF - G O 425.827.3063 F 425.827.2423 `S/0NAL C \,20 N0. REVISION VAULT NOTES. 1. ACCESS OPENINGS SHALL BE POSITIONED A MAX. OF 50 FT FROM ANY LOCATION WITHIN THE VAULT, AND AT THE INLET AND OUTLET. 2. IBOV = INSIDE BOTTOM OF VAULT ELEVATION. J. VAULT GRATE TO INCLUDE 2x2' HATCH DESIGNED FOR EASY OPENING. 4. WALL OPENING DIMENSIONS TO BE DETERMINED DURING STRUCTURAL ANALYSIS. 5. 12" VENTILATION PIPES SHALL BE CAPPED OR OTHERWISE COVERED SUCH THAT MAINTENANCE PERSONNEL CAN REMOVE (AND REPLACE) CAPS FOR ARTIFICIAL VENTILATION PURPOSES. 6. DETENTION VAULT TO BE PUBLICLY MAINTAINED. NO TE.• JLh'/iM/i /L J /NUC, /U/Y/iL ULJIL7/V h'L/i/VJ fi/VU L,fiLC,ULfi /IUIVJ rLJM /r1L Y'IYUY'UJLU J I UIVM VHUL / MU-) / L3L SUBMITTED TO THE BUILDING DEPARTMENT. A SEPARATE BUILDING PERMIT APPLICATION WILL BE REQUIRED FOR THE CONSTRUCTION OF THE VAULT. DRD 04r11 YLP SURVEYED: SCALE: r19 JGR AS NOTED CYW 06.20.19 YLP DESIGNED: YLP YLP 05.01.20 YLP DRAWN: GLB ONE IN CHECKED: YLP AT FULL SCALE IF NOT ONE INCH BY DATE APPR SCALE ACCORDINGLY APPROVED: MAJ VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/1991 DATUM CITY OF RENTON Planning/Building/Public Works Dept. R-405419_ IN COMPLIANCE WITH CITY OF RENTON STANDARDS CEDARS AT THE HIGHLANDS VAULT DETAILS 14120160TH AVENUE SE RENTON, WASHINGTON 98059 01.29.19 PAGE: C19 SHEET: OF: 19 2s D RS PROJECT NO. 16041 z Q J 2 w Cn OC Q 0 w U I ) Z Q J r= V W I- Q r V rr a I) W CU w m z J U RENTO DRAIN 1/2' LETTERING .- BOLT HOLES - 3 PLACES EQUALLY SPACED 120' APART ON 23 1116" DIA. B.C. (1) 1' DIA. PICKHOLE PLAN VIEW -1114'LETTERING 25. DIA. r 374' 2 112' I 8 3I4' COVER SECTION VIEW - 26 112. DIA. - 25 1l4' DUI. 1/4' DUI. NEOPRENE GASKET II1 1/16' I /II -i J23 318" DIA. CL OPEN 27 5118" DIA. 34 118• DIA. FRAME SECTION VIEW COVER BOTTOM VIEW (3) BLT SOC. (ALLEN HEAD) 518'-11 x 1.5 SS RUBBER WASHER EON BOLTING DETAIL NOTES: 1. ALL COVERS SHALL BE LOCKING LID PER EJ No. 3717C1 OR APPROVED EQUAL. UNLESS OTHERWISE NOTED, DRAWING IS NOT TO SCALE IN DS STD. PLAN - 204.50 �• PUBLIC WORKS ° � `1� DEPARTMENT STORM ROUND FRAME AND COVER 9/28/2018 1 .�...•°I W" :....",,.,,...,. DATE CATCH BASIN FRAME AND VANED GRATE PER STD. PLAN 204.00 RECTANGULAR OR CIRCULAR ADJUSTMENT SECTION (TWO SECTIONS MAX.) MORTAR. (TYP.). SEE NOTE 5 4' MIN. 28• MAX LrT 16" MAX. FLAT SLAB TOP 48", 54', 60'. 72', 84'. 96-, 120- OR 144- SEE NOTE 6, TYP. 15' MAX. FOR MAINTENANCE STEPS OR LADDER `- T 1" MIN. 'O' RING `, 2IN 2.5' M REINFORCING STEEL. (TYP.) MIN. 12' 12' MAX. GRAVEL BACKFILL FOR PIPE ZONE 1Y BEDDING PER WSDOT STD. SPECIFICATION SECTION 9-03.12(3) 6' 6' SEPARATE BASE INTEGRAL BASE PRECAST PRECAST WITH RISER NOTES: 1. NO STEPS ARE REQUIRED WHEN HEIGHT IS 4' OR LESS. 2. THE BOTTOM OF THE PRECAST CATCH BASIN MAY BE SLOPED TO FACILITATE CLEANING. 3. THE RECTANGULAR FRAME AND GRATE MUST BE INSTALLED WITH THE FLANGE DOWN. THE FRAME MAY BE CAST INTO THE ADJUSTMENT SECTION. 4. KNOCKOUTS SHALL HAVE A WALL THICKNESS OF 2" MINIMUM TO 2.5' MAXIMUM. PROVIDE A 1.5' MINIMUM GAP BETWEEN THE KNOCKOUT WALL AND THE OUTSIDE OF THE PIPE. AFTER THE PIPE IS INSTALLED, FILL THE GAP WITH JOINT MORTAR IN ACCORDANCE WITH STANDARD SPECIFICATION 9-04.3. 5. ALL GRADE RINGS. RISERS. AND CASTINGS SHALL BE SET IN MORTAR IN ACCORDANCE WITH STANDARD SPECIFICATION 9-04.3. 6. WHEN CONNECTING TO A NEW PIPE, USE A FLEXIBLE CONNECTOR (KOR-N-SEAL BOOT WITH CORRUGATED PIPE ADAPTER OR APPROVED EQUAL). WHEN CONNECTING TO AN EXISTING PIPE. USE A FABRICATED SAND COLLAR OF THE SAME MATERIAL AS THE CONNECTING PIPE. 7. MORTAR SHALL BE MIXED AND APPLIED PER MANUFACTURER'S DIRECTIONS. 8. FRAME SHALL BE ADJUSTED TO PAVEMENT GRADE BY TAPPING UNTIL FRAME IS FLUSH WITH PAVEMENT AS DETERMINED WITH A STRAIGHT EDGE OF SUFFICIENT LENGTH. 9. ALL MORTAR JOINTS SHALL BE TRIMMED FLUSH AND REMAIN VISIBLE UPON COMPLETION. • PUBLIC WORKS DEPARTMENT I � Call 2 Working Days Before You Dig 811 Utilities Underground Location Center 0D,MT,ND,0R,WA) CATCH BASIN DIMENSIONS CATCH BASIN DIAMETER MIN. WALL THICKNESS MIN. BASE THICKNESS MAXIMUM KNOCKOUT SIZE MINIMUM DISTANCE BETWEEN KNOCKOUTS 48' 4' 6' 36" 8' 54' 4.5" 8' 42" 8" 60• 5' e' 48" 8" 72" 6' 8' W. 12" 84" 8' 12' 72" 12" N. 8" 12• U. 12" 120' 10" 12" W. 12" 144' 12" 12" 108• 12" PIPE ALLOWANCES CATCH BASIN PIPE MATERIAL WITH MAXIMUM INSIDE DIAMETER DIAMETER CONCRETE ALL METAL CPSSP, SOLID WALL PVC, PROFILE WALL PVC, 48' 24" 30' 24' 30' 30" 54' 30' 36' 30' 36' 36' 60. 36' 42" 36" 42" 42' 72' 42' 54' 42' 48' 48' 84• 54' 60" 54' 46" 48" 96' 60' 72" 60' 48" 48" 120" 66' 84" 60' 48' 48" 144" 78" 96• 60' 48" 48" ' CORRUGATED POLYETHYLENE STORM SEWER PIPE (STD. SPEC. 9-05.20) 'STD. SPEC. 9-05.120 ) 'STD. SPEC. 9.05.12(2) CATCH BASIN TYPE 2 PI E / �O OF WASkil T9 53232 is RFGISTEREO [7\ S/ONAL �ZO �J UNLESS OTHERWISE NOTED, DRAWING IS NOTTO SCALE (NT STD. PLAN - 201.00 PROVED: 9/28/2018 1 ....,.. ,..�.................. DATE 30• A 1" �• 6 S• 1 •. 2, 4'. 6'. 12". OR 24' ONE #3 BAR HOOP FOR 6' HEIGHT INCREMENT (SPACED EQUALLY), SEE NOTE 1 RECTANGULAR ADJUSTMENT SECTION 6 SFFNo• I;• �6 / \ �•cLe � / 03 BAR EACH CORNER I I- I 93 BAR EACH SIDE J,J.• �✓ e #3 BAR EACH WAY PRECAST BASE SECTION #3 BAR HOOP 03 BAR EACH CORNER 18' MIN. SEE NOTE 1 ALTERNATIVE PRECAST BASE SECTION VPUBLIC WORKS DEPARTMENT SE 1/4 SECTION 14, TOWNSHIP 23 N, RANGE 5 E, W.M. CEDARS AT THE HIGHLANDS PIPE ALLOWANCES MAXIMUM PIPE MATERIAL INSIDE DIAMETER REINFORCED OR PLAIN 12' CONCRETE ALL METAL PIPE 15, CPSSP', 12" STD. SPEC. 9-05.20 SOLID WALL PVC. STD. SPEC. 9-05.12(1) 15' PROFILE WALL PVC. STD. SPEC. 9-05.12(2) 15' ' CORRUGATED POLYETHYLENE STORM SEWER PIPE NOTES: 1. AS ACCEPTABLE ALTERNATIVES TO THE REBAR SHOWN IN THE PRECAST BASE SECTION, FIBERS (PLACED IN ACCORDANCE WITH STANDARD SPECIFICATION 9-05.50(9)), OR WIRE MESH HAVING A MINIMUM AREA OF 0' 12 SQUARE INCHES PER FOOT SHALL BE USED WITH THE MINIMUM REQUIRED REBAR SHOWN IN THE ALTERNATIVE PRECAST BASE SECTION. WIRE MESH SHALL NOT BE PLACED IN THE KNOCKOUTS. AS AN ACCEPTABLE ALTERNATIVE TO THE REBAR SHOWN IN THE RECTANGULAR ADJUSTMENT SECTION, WIRE MESH HAVING A MINIMUM AREA OF 0.12 SQUARE INCHES PER FOOT MAY BE USED. 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 FEET. 4. THE FRAME AND GRATE MUST BE INSTALLED WITH THE FLANGE DOWN. S. THE PRECAST BASE SECTION MAY HAVE A ROUNDED FLOOR, AND THE WALLS MAY BE SLOPED AT A RATE OF 1 H:24V 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 INLET HAS BEEN PLACED. USE GROUT TYPE 2 FOR NON -SHRINK APPLICATIONS IN ACCORDANCE WITH STANDARD SPECIFICATION 9.20.3(2). 8. ALL GRADE RINGS AND CASTINGS SHALL BE SET IN MORTAR IN ACCORDANCE WITH STANDARD SPECIFICATION 9-04.3. THEN APPLY MORTAR TO INSIDE AND OUTSIDE OF ALL JOINTS, RINGS, RISERS, AND FRAMES. 9. MORTAR SHALL BE MIXED AND APPLIED PER MANUFACTURER'S DIRECTIONS. 10. FRAME SHALL BE ADJUSTED TO PAVEMENT GRADE BY TAPPING UNTIL FRAME IS FLUSH WITH PAVEMENT AS DETERMINED WITH A STRAIGHT EDGE OF SUFFICIENT LENGTH. 11. ALL MORTAR JOINTS SHALL BE TRIMMED FLUSH AND REMAIN VISIBLE UPON COMPLETION. UNLESS OTHERWISE NOTED, DRAWING IS NOTTO SCALE (NTS) APvSTD. PLAN - 200.00 RMED GAZ 9/28/2018 I CATCH BASIN TYPE 1 am. w.n. oe..... v.m. DATE 1 CITY COMMENTS 02.19.19 n D.R. STRONG 2 CITY COMMENTS 05.03.19 CONSULTING ENGINEERS 3 DRAFT AS-BUILTS ENGINEERS PLANNERS SURVEYORS 620 - 7th AVENUE KIRKLAND, WA 98033 0 425.827.3063 F 425.827.2423 NO. I REVISION FRAME & ROUND SOLID COVER MARKED "DRAIN" W/ LOCKING BOLTS STEPS OR LADDER, - EPDXY COATED STEEL 422.99 RIM = J� 16" MAX. 0 o 7 0 0 0 0 - 2' MIN 0 419.16 DESIGN W, S. _ 005I61-. ee PIPE SUPPORTS SEE NOTE 6 4" ELBOW 1E = 416.9 -41 ZO7 ORIFICE 0=1.22" 4" ELBOW 1E _ "- '�r415.62 ORIFICE 0=1.75" 12"0 INLET PIPE FROM VAUL T 1E=1F8�?59- 4OZ 61 SHEAR GATE W/ CONTROL ROD FOR CLEANOUT DRAIN (ROD BENT AS REQ D FOR VERTICAL ALIGNMENT W/COVER) ALUMINUM ALLOY 1z w rworar1 vL. i�c i rirc 407.60 1.5 X DIA. PLAN VIEW MIN. SCALE 1" = 2'-0" 12" INLET PIPE NO TES: INVERT = �e PER 407.61 PLANS CB 208 - CONTROL STRUCTURE N TS 12"0 FROP REMOVABLE WATERTIGHT RISER COUPLING OR FLANGE FROP NO TES: 1. OUTLET CAPACITY,- 100-YR PEAK FLOW 2. METAL PARTS. • CORROSION RESISTANT. NON -GALVANIZED PARTS PREFERRED. GALVANIZED PIPE PARTS TO HAVE ASPHALT TREATMENT 1. J. IF METAL OUTLET PIPE CONNECTS TO CEMENT CONCRETE PIPE: OUTLET PIPE TO HAVE SMOOTH O.D. EQUAL TO CONCRETE PIPE LD. LESS 1/4" 4. PROVIDE AT LEAST ONE 3'X.090 GAUGE SUPPORT BRACKET ANCHORED TO CONCRETE WALL. (MAXIMUM 3' VERTICAL SPACING) 6 !� 5. LOCATE ELBOW RESTRICTOR(S) AS NECESSARY TO PROVIDE MINIMUM CLEARANCE AS SHOWN. MAX PLATE WELDED TO ELBOW WITH ORIFICE AS SPECIFIED ELBOW RESTRICTOR DETAIL AS -BUILT "l CER71FY THAT THE INFORMA 77ON SHOWN HEREON WHICH WAS AS -BUILT BY D.R. S7RONG, AND MAY INCLUDE LOCARONS, ELEVARONS, DEP7HS, PIPE SIZES, AND AS -BUILT COMMEN7S, ACCURA7ELY REFLEC7S EXIS77NG FIELD COND177ONS AS DE7ERMINED BY ME OR UNDER MY DIRECT SUPERVISION ON 7HIS DA7L_• 0411512020. ORO 04.11.19 YLP SURVEYED: JGR CYW 06.20.19 YLP DESIGNED: YLP YLP 05.01.20 YLP I DRAWN: GLB CHECKED: YLP BY DATE APPR APPROVED: MAJ SCALE: AS NOTED ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/1991 DATUM NTS N� U V J Co T 0 O (D I T I Q J • • • 00 T 0� 01- V ) R-405420 Z IN COMPLIANCE WITH CITY OF RENTON STANDARDS Q 2 0 LLI DATE: Q CEDARS AT THE HIGHLANDS 01.29.19 1;R] % CITY OF STORM DRAINAGE DETAILS FlELDBOOK: RENTON PAGE: Q DRAWING NO: Q Planning/Building/Public Works Dept. 14120160TH AVENUE SE C20 W RENTON, WASHINGTON 98059 SHEET: 20 oF:28 V DRS PROJECT NO. 16041 m z CURB OR CURB AND GUTTER MATCH TOP OF HOOD 29' MIN. TO TOP OF CURB (TYP.) 1' MIN. (TYP.) HOOD 20 114' - DO NOT INSTALL SAFETY BAR / DEBRIS GUARD 1 1/2' MIN. (TYP) o 20' x 24" VANED GRATE SEE NOTE 4 FRAME (P P ) SEE NOTE 2 (TYP.) ISOMETRIC VIEW CATCH BASIN GRATE Ct 47 3" _ 7• SEE DETAIL � BELOW 34- (WIDE SIDE) CATCH BASIN TYPE 1 - 40" (WIDE SIDE) CATCH BASIN TYPE 1L SEE NOTE 1 SECTION A HOOD 1/2' M SEE NOTE 3 HOLE OR SLOT FOR ATTACHING HOOD TOP VIEW FRAME DETAIL 24 114" MIN. NOTES: 1. THE INLET REQUIRES THE PRECAST CATCH BASIN TO BE ROTATED 90 DEGREES SO THAT THE NARROW SIDE IS PARALLEL TO THE CURB. WHEN CALCULATING OFFSETS FROM THE CURB TO CENTERLINE OF THE PRECAST CATCH BASIN, PLEASE NOTE THAT THE CENTERLINE OF THE GRATE IS NOT THE CENTERLINE OF THE PRECAST CATCH BASIN. 2. THE DIMENSIONS OF THE FRAME AND HOOD MAY VARY SLIGHTLY AMONG DIFFERENT MANUFACTURERS. HOOD UNITS SHALL MOUNT OUTSIDE OF THE FRAME. THE HOOD MAY INCLUDE CASTING LUGS. THE TOP OF THE HOOD MAY BE CAST WITH A PATTERN. SAFETY BARS ARE NOT ALLOWED ON THE HOOD. 3. ATTACH THE HOOD TO THE FRAME WITH TWO 3/4" ■ 2' HEX HEAD BOLTS, NUTS, AND OVERSIZE WASHERS. THE WASHERS SHALL HAVE DIAMETERS ADEQUATE TO ASSURE FULL BEARING ACROSS THE SLOTS. 4. FOR BOLT -DOWN GRATES, PROVIDE TWO HOLES IN THE FRAME THAT ARE VERTICALLY ALIGNED WITH THE GRATE SLOTS. TAP EACH HOLE TO ACCEPT A 518' • - 11 NC • 2' ALLEN 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. SEE STANDARD PLANS 204.20 AND 204.30. 6. THIS PLAN IS INTENDED TO SHOW THE INSTALLATION DETAILS OF A MANUFACTURED PRODUCT. IT IS NOT THE INTENT OF THIS PLAN TO SHOW THE SPECIFIC DETAILS NECESSARY TO FABRICATE THE CASTINGS SHOWN ON THIS DRAWING. DETAIL SECTION A FRAME UNLESS OTHERWISE NOTED, DRAWING IS NOT TO SCALE (NTS) STD. PLAN - 203.00 • PUBLIC WORKS OPEN CURB FACE FRAME AND GRATE PR D: DEPARTMENT INSTALLATION GAZ 9/28/2018 ......• .... ,... DATE J - s .............. ........ .. _:::, ::, ...... ,........., ..:. ..-.. .. ...... ............................F.. ..... .... . I �� Call 2 Working Days Before You Dig 811 Utilities Underground Location Center (ID,MT,ND,OR,WA) hi-:1:,VADLE W`_IODEN ._3011LRD ? DO F'N..''.i1 Ci Y OR RiIMOI: IM PI EO- 53232 S RFGISTERE� lk-`S/ONAL ZO • PUBLIC WORKS :4 '1` DEPARTMENT SE 1/4 SECTION 14, TOWNSHIP 23 N, RANGE 5 E, W.M. CEDARS A T THE HI(;HLANDS BOLT -DOWN SLOT SEE DETAIL AND NOTE 1 3/8" RECESSED LETTERING ISOMETRIC 5 ' I NOTES: 1. BOLT -DOWN CAPABILITY IS REQUIRED ON ALL FRAMES, GRATES, AND COVERS, UNLESS OTHERWISE SPECIFIED. PROVIDE TWO HOLES IN THE FRAME THAT ARE VERTICALLY ALIGNED WITH THE GRATE OR COVER SLOTS. THE FRAME SHALL ACCEPT THE 5/8'-11 INC x T ALLEN HEAD CAP SCREW BY BEING TAPPED, OR OTHER APPROVED MECHANISM. LOCATION OF BOLT -DOWN HOLES VARIES BY MANUFACTURER. 2. REFER TO STANDARD SPECIFICATION 9-05.15(2) FOR ADDITIONAL REQUIREMENTS. 3. USE ONLY IN SAGS ON VERTICAL CURVES. 4. FOR FRAME DETAILS. SEE STANDARD PLAN 204.00. RECTANGULAR BI-DIRECTIONAL VANED GRATE SEE NOTE 1 PIPE ALLOWANCES MAXIMUM PIPE MATERIAL INSIDE DIAMETER REINFORCED OR PLAIN 18' CONCRETE ALL METAL PIPE 21" CPSSP', 18' STD. SPEC. 9-05.20 SOLID WALL PVC, STD. SPEC. 9.05.12(1) 27' PROFILE WALL PVC, STD. SPEC. 9.05.12(2) 21' ' CORRUGATED POLYETHYLENE STORM SEWER PIPE NOTES: 1. AS ACCEPTABLE ALTERNATIVES TO THE REBAR SHOWN IN THE PRECAST BASE 1', 2', 4'. 6. 1Y, OR 24' SECTION, FIBERS (PLACED IN ACCORDANCE WITH STANDARD SPECIFICATION 9-05.50(9)), OR WIRE MESH HAVING A MINIMUM AREA OF 0.12 SQUARE INCHES PER FOOT SHALL BE USED WITH THE MINIMUM REQUIRED REBAR SHOWN IN THE ALTERNATIVE PRECAST BASE SECTION. WIRE MESH SHALL NOT BE PLACED IN THE KNOCKOUTS. AS AN ACCEPTABLE ALTERNATIVE TO THE REBAR SHOWN IN THE OOP FOR 6' HEIGHT RECTANGULAR ADJUSTMENT SECTION. WIRE MESH HAVING A MINIMUM AREA OF 0.12 SQUARE INCHES PER FOOT MAY BE USED. INCREMENT (SPACED EQUALLY), SEE NOTE 1 2. THE KNOCKOUT DIAMETER SHALL NOT BE GREATER THAN 26'. KNOCKOUTS SHALL HAVE A WALL THICKNESS OF 2' MINIMUM TO 2.5' MAXIMUM. PROVIDE A 1.5' MINIMUM RECTANGULAR ADJUSTMENT SECTION 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 6. 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 1H:24V 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 INLET HAS BEEN PLACED USE GROUT TYPE 2 FOR NON -SHRINK APPLICATIONS IN ACCORDANCE WITH STANDARD SPECIFICATION 9-20.3(2). 8. ALL GRADE RINGS AND CASTINGS SHALL BE SET IN MORTAR IN ACCORDANCE WITH STANDARD SPECIFICATION 9-04.3. THEN APPLY MORTAR TO INSIDE AND OUTSIDE OF ALL JOINTS. RINGS. RISERS. AND FRAMES. 9. MORTAR SHALL BE MIXED AND APPLIED PER MANUFACTURER'S DIRECTIONS. 10. FRAME SHALL BE ADJUSTED TO PAVEMENT GRADE BY TAPPING UNTIL FRAME IS FLUSH WITH PAVEMENT AS DETERMINED WITH A STRAIGHT EDGE OF SUFFICIENT LENGTH. 11. ALL MORTAR JOINTS SHALL BE TRIMMED FLUSH AND REMAIN VISIBLE UPON COMPLETION. •a'L`'.cG6� 2e' #3 BAR HOOP REDUCING SECTION QJ Oi #3 BAR EACH CORNER #3 BAR EACH SIDE #3 BAR EACH WAY J PRECAST BASE SECTION UNLESS OTHERWISE NOTED, DRAWING IS NOT TO SCALE (NTS) STD. PLAN - 204.30 PR D: •.� PUBLIC WORKS GAZ 9/28/2018 � DEPARTMENT c„a,<W.-Ad � 111- DATE NOTE.- ALL THROUGH CURB INLETS MUST HAVE BI-DIRECTIONTAL GRA TES I'fPL I IF - �L1' 1' C: 4 " ':'H 1.1FEF. AL_ R0-AE: -C: i PF.IHT T P :r T_ r._L TF._ -ED CFP;`.F F0.`:T I- I (:I `:I .' I: ( I" F'I(:. I'" I ==1'1 5) L " } E=TI_: _ 'PEP SI:=;:�, } -11 qIFEF. 'DD ICRET= CR D . III' _E _ P•1,T�iT_ - ,•fry N C -E: I:•111, 11F: (:I I AI�'A���1C, 31 I'�41 3A "' I'CRET-_ S-F.F.4_-E. D.R. STRONG D CONSUL TING ENGINEERS ENGINEERS PLANNERS SURVEYORS 620 - 7th AVENUE KIRKLAND, WA 98033 O 425.827.3063 F 425.827.2423 , yTT) ,rn �nr . R TaARP,. :%DOP77D OF :, ,ro'r 1.71 DATE; 7'I:-•I 1 CITY COMMENTS 02.19.19 2 CITY COMMENTS 05.03.19 3 DRAFf AS-BUILTS ►us] REVISION AS -BUILT #3 BAR EACH CORNER 18' MIN. SEE NOTE 1 ALTERNATIVE PRECAST BASE SECTION UNLESS OTHERWISE NOTED, DRAWING IS NOT TO SCALE (NT STD. PLAN - 200.10 PPR D: CATCH BASIN TYPE 1L GAZ 9/28/2018 Nbk WO Mmm .v DATE NO AS -BOIL T INFORMA 77ON ON THIS SHEET. "1 CERTIFY THAT THE INFORMA 77ON SHOWN HEREON WHICH WAS AS -BUILT BY D.R. STRONG, AND MAY INCLUDE LOCATIONS, ELEVATIONS, DEPTHS, PIPE SIZES, AND AS -BUILT COMMENTS, ACCURATELY REFLECTS EXISTING FIELD COND177ONS AS DETERMINED BY ME OR UNDER MY DIRECT SUPERVISION ON THIS DATE.• 0411512020. " DRD 04.11.19 YLP SURVEYED: JGR CYW 06.20.19 YLP DESIGNED: YLP YLP 05.01.20 YLP DRAWN: GLB CHECKED: YLP BY DATE APPR APPROVED: MAJ SCALE: AS NOTED ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/1991 DATUM PATCHED AREA A COVER I 1 I COVER PER STD PLAN 401 (SEE NOTE 9) SEAL WITH AR 4000 OR APPROVED -� EQUAL AND DRY SAND AFTER PLAN PATCHING NTS OUTSIDE DIAMETER OF (SEE NOTE 9) ADJUSTMENT RING AND x SEE NOTE 2 X BOTTOM OF FRAME MORTAR JOINT(S) (3/8" MIN.-2" MAX.)] ` ADJUSTMENT RING (1" MIN.). SEE SEE NOTE 3 AND SPECIAL PROVISION NOTE 6. 7- 05.3(1). SECTION A -A NOTES 1. REMOVE PAVEMENT AND BASE MATERIALS FOR A DISTANCE 5. CONSTRUCTION AND ADJUSTMENT SHALL BE PERFORMED WHICH IS EQUAL TO THE DIAMETER OF THE FRAME PLUS ONE ONLY BY A JOURNEYMAN MASON. FOOT (MIN.). ADJUST CASTING FRAME TO PAVEMENT SURFACE USING RISER RINGS AND MORTAR. 6. ADJUSTMENT OF THE FRAME TO GRADE SHALL BE ACCOMPLISHED WITH ADJUSTMENT RINGS AND MORTAR ONLY. 2. REPLACE EXCAVATED MATERIAL WITH A MINIMUM OF B' OF THE USE OF SHIMS IS PROHIBITED. HMA CLASS 3" PG 64-22 (OR TO A DEPTH THAT IS 2- BELOW THE BOTTOM OF THE UPPER ADJUSTMENT RING WHICHEVER 7. FRAME SHALL BE ADJUSTED TO PAVEMENT GRADE BY IS GREATER) OR AS APPROVED BY THE ENGINEER. TAPPING UNTIL FRAME IS FLUSH WITH PAVEMENT AS DETERMINED WITH A STRAIGHT EDGE OF SUFFICIENT LENGTH. 3. ADJUSTMENT RINGS AND FRAME SHALL BE FULLY BEDDED IN MORTAR. MORTAR SHALL BE ASTM C270 FOR TYPE S. 8. ALL MORTAR JOINTS SHALL BE TRIMMED FLUSH AND REMAIN VISIBLE UPON COMPLETION. 4. MORTAR SHALL BE MIXED AND APPLIED PER MANUFACTURERS DIRECTIONS. 9. X- V-0' MIN. TO 2'-6" MAX. - PER ENGINEER'S INSTRUCTION STD. PLAN - 106 PUBLIC WORKS TYPICAL CONSTRUCTION DEPARTMENT AND ADJUSTMENT OF I*'AE MANHOLE RISERS v�eo mlroa..io W, LJ CMn W C) 0 0 I T I J r31 V J R-405421 z IN COMPLIANCE WITH CITY OF RENTON STANDARDS Q 2 w 2 DATE: CEDARS AT THE HIGHLANDS 01.29.1scn C TY 0E STORM DRAINAGE DETAILS PAGE: °DK:cc RENT 0 N PAGE ' • DRAWING N0: Q Planning/Building/Public Works Dept. 14120160TH AVENUE SE C 21 W RENTON, WASHINGTON 98059 FHEET 21 °F28 U D RS PROJECT NO. 16041 0 0 0 a� T LJ m W T 0 C) 0 T I D J • • • 00 T r a— No W 2 Q Cn a 0 w U DRS PROJECT NO. 16041 1;4- in 0 N n r') z V _ W _ Q Q LU U Q Ln Ln ad N w Q w .:..::.:-. I MAILBOX ::::f :.�::::: II I.. .30"CPP=432.01(N) 6'VBF IS 0.6'N. OF FL' SDCB I rj I �f 6'VBF IS 1.4'N. OF RIM=436.35 FOUND 1 /2" REBAR W/ CAP CPP=433.75(N,S) I�\� �..L..�{ STAMPED "DMP INC LS 22962" a, I 0.2'S. X 0.1'W. OF P.C. QQ.� I� 6'VBF ; o I - 1 ' 2"CPP=432.15(N) II ----' HWF IS, 13 co , C 1 12"CPP=430.77 FRANSFORMER(N) ' I -im I I \ I SE 1/4 SECTION 14, TOWNSHIP 23 N, RANGE 5 E, W.M. CEDARS A T THE HIGHLANDS I \ FOUND 1/2" REBAR W/ CAP STAMPED "DMP INC LS 22962 \ WATER VALVE 0.2'S. OF PROP LINE > & BLOWOFF 6'VBF IS 0.2'N. OF h' \ 2' TALL CONIC BLOCK WALL Q 'IL 4'HWF IS 0.8'S. OF11 TIC o' i 'I -171 \ FG 428.10 SDCB RIM=433.00 L I _ INSTALL SIDE SEWER 12"CPP=430.23(N) 0- �� CLEANOUT WITH 2x2' 12"CPP=429.78(E) o I ar. CONCRETE PAD (TT.) FG 433.60 12"CMP=429.05(W) _ o I SSMH 5, STA. 11+87.84, 1.68' L N I RIM Q;z 9-a 42Z 76 6" JE /N -42& 00 (SW) 420.01 6" JE IN 42-4.99- (N) 420.01 I '1, 8 /E OUT09:99 (E) 4 " 419.90 ' a � I / _ 90 00 WIRES DOWNS) - � I \ \ 2.SDCB 38 RIM=429 85 o I l UTILIZE EXISTING 40 LF 8" PVC 12"CPP=427.27(S) ■ SANITARY SEWER o STUB TO PROVIDE SSMH 4, SSMH SERVICE FOR LOT 1 \ STA. 12+2Z21, 1.39' L RIM=430.28 I - ° \ RIM 42AeS 42Z07 8", � ` 8" JE IN 41999- (W) 418.95 t CHANNEL=421421.53 � \ % 8" JE OUT 41&90 (E) 418.75 FG 430.40 _ _ 2 3 N I\ :.+ \ \ FG 429.80 FG 427.00 o i I :;:: i J �I RANSFORMER(N) � 4 WIRES DOWN(S) I -- 11 "`��l ii� l' GLF NN \\ FOUND 3"-HEXAGON HEADS-0' -' 6'CLF-1� II BOLT 0.2'S. X 0.2'E. OF P.C. 4'HWF IS ON �1' 0.1'N. OF 4 II 'HWF IS 1.0'S. OF Ft' 0 II 0 SDCB RIM=427.56 12"CPP=424.56(N,S) I 3 Call 2 Working Days Before You Dig 811 Utilities Underground Location Center (ID,MT,ND,OR,WA) AS -BUILT 10 FG 427.40 I I ,I I� I \ -42 - --- a I STA. 13+74.19, RIM 8" JE IN -4-1E 8" JE OUT -M ,'4 426.30 �6 6'VBF IS SHED Vi SHED 6'VBF IS 0. SS. OF Ft' "I CERTIFY THAT THE INFORMATION SHOWN HEREON WHICH WAS AS -BUILT BY D.R. STRONG, AND MAY INCLUDE LOCATIONS, ELEVATIONS, DEPTHS, PIPE SIZES, AND AS -BUILT COMMENTS, ACCURATELY REFLECTS EXIS77NG FIELD CONDITIONS AS DETERMINED BY ME OR UNDER MY P►Ep/ DIRECT SUPERVISION ON THIS DA7E 0411512020 OF WAS{yl `SC' D.R. STRONG 2 DRS CONSULTING ENGINEERS 3 ENGINEERS PLANNERS SURVEYORS 532 2 620 - 7th AVENUE KIRKLAND, WA 98033 SRFGI ST ERE G O 425.827.3063 F 425.827.2423 S /ANAL C ��� N0. ••• II \ SSMH I II RIM ROP= 1 IE DROP ••'•.• 417.21 8"PVC (N,E,S) 4'HWF IS� CTR CHANNEL=403.90 0.8'N. OF h' 4'NF IS 4'HWF CORNER IS -_ _ _ 0.1'N�• �OF �' 0.2'S X 0.1'W. OF k \ \ ' ' 4'HWF IS_ \ 0\2'S. OF `\ \ `� `--jXX \ \ 0 \ \ II `¢20 LL p p °° \ r - °o •lt _I_ - - BA N - - - "426 I ' CARPO T \\ �`\ \ `, roe - --�i ' rn` L - -- +0 49 LF 8" PV" \X X Qa�a ILL.�44F = I Q SSMH RIM=421.45 ` 8"PVC (N,S) 0 CTR CHANNEL=403.70 &+424.42 SSMH 2, V, I (W) 416.15 STA. 15+16.27, 31.97' R 25' PUBLIC' (E) 416.04 RIM -422. f;;3 421. P STORM AND 8" JE IN 4f;A5B-(W) 413.33 SEWER EASEMENT 8" lE OUT 4 49- (SE) 413 23 5 x 6 164 LFi8" PVC FG 424.60 i FG 423.�0 r-------- ::' i 7 \ \ g I:#. SSMH 1, SADDLE MANHOLE N4TH FG 422.4'0\ INSIDE DROP CONNECTION PER DETAILS, SEE SHEET C26 -' --- - - - ' - - - - - #:�.I STA. 37+ 15.76, 14.82' R . - p`� RIM 4f9. 419.43 1� O 8" JE IN 411-99 (NW) 410.96 $ � 8" JE OUT -�f9�:%2 (N) 401.94 " 0 -% . ' ,� ----- �, ,. 4 I 8" JE OUT 4ek fS (S) 401.90 �..: CONC WALL 24"CPP=41433 f ` > 112.44 -. 1 1 UTILITY CONFLICT NOTE: THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION, DIMENSION, AND DEPTH OF ALL EXISTING UTILITIES WHETHER SHOWN ON THESE PLANS OR NOT BY POTHOLING THE UTILITIES AND SURVEYING THE HORIZONTAL AND VERTICAL LOCATION PRIOR TO CONSTRUCTION. THIS SHALL INCLUDE CALLING UTILITY LOCATE AT 811 AND THEN POTHOLING ALL OF THE EXISTING UTILITIES AT LOCATIONS OF NEW UTILITY CROSSINGS TO PHYSICALLY VERIFY WHETHER OR NOT CONFLICTS EXIST. LOCATIONS OF SAID UTILITIES AS SHOWN ON THESE PLANS ARE BASED UPON THE UNVERIFIED PUBLIC INFORMATION AND ARE SUBJECT TO VARIATION. IF CONFLICTS SHOULD OCCUR, THE CONTRACTOR SHALL CONSULT D.R. STRONG CONSULTING ENGINEERS, INC. TO RESOLVE ALL PROBLEMS PRIOR TO PROCEEDING WITH CONSTRUCTION. NO TES: CITY COMMENTS 02.19.19 CITY COMMENTS 05.03.19 DRAFT AS-BUILTS REVISION 1. ALL TRENCH RESTORA TION WI THIN THE CI TY OF RENTON R. 0. W. SHALL BE PER THE CURRENT CITY OF RENTON TRENCH RESTORATION AND STREET OVERLAY DETAIL. PER SECTION 7 REQUIREMENT FOR PATCHING OVERLAY, OVERLAY WIDTHS, TRENCHES (ROAD CROSSINGS). IF THE OUTSIDE OF THE TRENCHING IS WITHIN THREE FEET (3) OF ANY ADJACENT LANE LINE, THE ENTIRE ADJACENT TRAVELED LANE AFFECTED WILL BE REPA VED. 2. REFER TO C28 FOR UTILITY CROSSINGS SIDE SEWER NOTES. 1. SIDE SEWER LINES SHALL BE INSTALLED A MINIMUM OF 8 FEET INTO EACH LOT. 2. MINIMUM SIDE SEWER SLOPE IS 2.00%. J. MINIMUM SIDE SEWER DEPTH IS 5 FEET FROM FINISHED FLOOR. 4. IN UNPAVED AREAS, POUR 2-FOOT SQUARE CONCRETE (CLASS 3000) PAD AROUND CLEANOUT RING AND COVER DR D 04.11.19 YLP SURVEYED: JGR CYW 06.20.19 YLP DESIGNED: YLP YLP 05.01.20 YLP DRAWN: GLB CHECKED: YLP BY DATE APPR APPROVED: MAJ SCALE: AS NOTED ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/1991 DATUM 7��. SEWER STUBS LOT STATION FG 1E © MAIN END 1E LENGTH SLOPE 1 8 430.40 EXISTING EXISTING 34 EXISTING 2 0+00 429.80 420.00 421.80 45 4.00% 3 I +34 427.00 418.69 419.49 40 2.00% 4 0+80 42 . 0 417.81 418 40 2.00% 5 1 + 15 424.60 415.88 16. 68 40 2.00% 6 0+56 423.80 414.59 415.39 40 2.00% 7 0+57 422.40 41 4 414.40 20 12.80% 8 1+04 424.70* 415.71 416.70 37 2.68% 9 0+59 426.00* 417.47 418.21 37 2.00% 10 1 +29 42,740 418.60 41 37 2.16% 11 0+00 428.10 420.00 420.74 37 2.00% 12 1 +53 433.60 424.09 425.60 47 3.219 13 0 434.30 425.02 426.30 4 2.72% NO TES: 1. STAT�ISA ISO NEAREST DOWNSTREAM MANHOLE 2. ND lE T STUB END 3. LOTS 8 AND 9 FG ARE ASSUMED FUTURE DEVELOPMENT PAD GRADES AS -BOIL T SEWER STUB TABLE LOT STA71ON FG JE ® MAIN END JE LENGTH (FT) SLOPE 1 1+58 430.40 420.4 421.57 47 2.491G 2 0+00 429.80 420.01 421.26 45 278X 3 1+34 42ZOO 418.53 420.95 40 6.051G 4 0+80 426.30 41 Z 57 419.80 40 5.58X 5 1 + 15 424.60 415.4J 41 Z 12 40 4.221G 6 0+56 423.80 414.35 415.83 40 3.7OX 7 0+57 422.40 411.76 412.78 32 3.19X 8 1 +04 424.70* 415.22 416.70 37 4.00X 9 0+59 426.00* 41 Z20 419.25 37 5.541G 10 1 +29 42Z 40 418.43 421.18 37 Z 4JX 11 0+00 428.10 420.01 421.56 37 4.19X 12 1 +53 433.60 424.09 426.00 47 4.06X 13 2+10 434.30 425.02 42Z57 47 5.431G NO TES: 1. STATION IS TO NEAREST DOWNSTREAM MANHOLE 2. END 1E IS AT STUB END J. LOTS 8 AND 9 FG ARE ASSUMED FUTURE DEVELOPMENT PAD GRADES LEGEND MAILBOX UTILITY POLE STREET LIGHT LIGHT POLE CATCH BASIN SEWER MANHOLE TELEPHONE RISER SIGN WATER METER WATER VALVE WATER BLOW OFF FIRE HYDRANT ° DECIDUOUS TREE CONIFEROUS TREE o PROPOSED STORM DRAINAGE �Q PROPOSED SANITARY SEWER PROPOSED WA TER NORTH GRAPHIC SCALE 0 20' 40' 80' MI mommi 1 INCH = 40 FT. CITY OF R E N T 0 N Planning/Building/Public Works Dept. T T C) C) rn M, U co T C) C) T i Q J T 0 C) T w S-405401 z IN COMPLIANCE WITH CITY OF RENTON STANDARDS Q _ w _ DATe CEDARS AT THE HIGHLANDS 000.29.19 cn FIELDg SEWER EXTENSION PLAN FI oC GE DRAWING 14120160TH AVENUE SE C 2 3 RENTON, WASHINGTON 98059 SHEET: 23 OF:28 U D RS PROJECT NO. 16041 ro w Q z Ld it SE 1/4 SECTION 14, TOWNSHIP 23 N, RANGE 5 E, W.M. CEDARS A T THE HIGHI.ANDS 12 V W .Z tn 10+00 10+40 10+80 11 +20 11 +60 12+00 12+40 12+80 13+20 13+60 14+00 14+40 14+80 15+20 1: VER TI CAL DATUM: NA VD 88 PER Cl TY OF RENTON VERTICAL CONTROL BENCHMARK. 1. CITY OF RENTON CONTROL POINT NO. 2127: FOUND PUNCHED 1-1/2" BRASS DISK IN CONCRETE MONUMENT DOWN 0.8 IN MONUMENT CASE AT THE INTERSECTION OF THE CENTERLINE OF 148TH PLACE SE. AND SE. 142ND STREET, ELEVATION = 363.697 FEET. 2. CITY OF RENTON CONTROL POINT NO. 1852: FOUND PUNCHED 3" BRASS SURFACE DISK AT THE INTERSECTION OF THE CENTERLINE OF NE. 4TH STREET AND 148TH AVENUE SE., ELEVATION = 454.769 FEET. Call 2 Working Days Before You Dig 811 Utilitie8 Underground Location Center (ID,MT,ND,OR,WA) BASIS OF BEARINGS• N0125'00"W BETWEEN CITY OF RENTON HORIZONTAL CONTROL POINTS 2127 AND 1852. UTILITY CROSSING NOTE.• X UTILITY CROSSING, REFER TO C28 FOR DETAILS ►' \'. P► ED/ \O OF WA S"j / SC P rIre 1 CITY COMMENTS 02.19.19 D.R. STRONG 2 CITY COMMENTS 05.03.19 DR CONSUL TING ENGINEERS 3 DRAFT AS—BUILTS Ir D1 ENGINEERS PLANNERS SURVEYORS S11 53232 �� 620 - 7th AVENUE KIRKLAND, WA 98033 S RFGISTERE� G O 425.827.3063 F 425.827.2423 `SIGNAL C ,�,20 N0. REVISION AS -BUILT "1 CERTIFY THAT THE INFORMATION SHOWN HEREON WHICH WAS AS —BUILT BY D.R. STRONG, AND MAY INCLUDE LOCATIONS, ELEVATIONS, DEPTHS, PIPE SIZES, AND AS —BUILT COMMENTS, ACCURATELY REFLECTS EXISTING FIELD CONDITIONS AS DETERMINED BY ME OR UNDER MY DIRECT SUPERVISION ON THIS DATE. 0411512020." DR D 04.11.19 YLP SURVEYED: JGR CYW 06.20.19 YLP DESIGNED: YLP YLP 05.01.20 YLP DRAWN: GLB CHECKED: YLP BY I DATE A P P R APPROVED: MAJ SCALE: AS NOTED ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/1991 DATUM 0 10 20 40 1 INCH = 20 FT. HORIZONTAL 0 2.5 5 10 1 INCH = 5 FT VERTICAL . CITY OF IWO RENTON Planning/Building/Public Works Dept. S-405402 R-405423 IN COMPLIANCE WITH CITY OF RENTON STANDARDS CEDARS AT THE HIGHLANDS 001.29.19 SE 141 ST PLACE SEWER PLAN AND PROFILE FlELDg PAGE: 14120160TH AVENUE SE RENTON, WASHINGTON 98059 C24 SHEET: OF: 24 28 D RS PROJECT NO. 16041 T T C) 0 T) V J T M, LJ 0 rn T C) 0 C) T r.1 ro Ld J L, SE 1/4 SECTION 14, TOWNSHIP 23 N, RANGE 5 E, W.M. CEDARS A T THE HIGHLANDS i III \ 1 •. e; 1 • •�LF 8w Pvc Vj" OWII/Arld� x VERTICAL DATUM: NA VD 88 PER Cl TY OF RENTON VERTICAL CONTROL BENCHMARK: 1. CITY OF RENTON CONTROL POINT NO. 2127.• FOUND PUNCHED 1-1/2" BRASS DISK IN CONCRETE MONUMENT DOWN 0.8 /N MONUMENT CASE AT THE INTERSECTION OF THE CENTERLINE OF 148TH PLACE SE. AND SE. 142ND STREET, ELEVATION = 363.697 FEET. 2. CITY OF RENTON CONTROL POINT NO. 1852: FOUND PUNCHED 3" BRASS SURFACE DISK AT THE INTERSECTION OF THE CENTERLINE OF NE. 4TH STREET AND 148TH AVENUE SE., ELEVATION = 454.769 FEET. BASIS OF BEARINGS: N0125'00"W BETWEEN CITY OF RENTON HORIZONTAL CONTROL POINTS 2127 AND 1852. UTILITY CROSSING NOTE.• X UTILITY CROSSING, REFER TO C28 FOR DETAILS TRACT A NOTE.• UPON RECORDING OF THE FINAL PLAT, TRACT A WILL BE GRANTED AND CONVEYED TO THE CEDARS AT THE HIGHLANDS HOMEOWNERS ASSOCIATION AND AN EASEMENT WILL BE GRANTED AND CONVEYED TO THE CITY OF RENTON OVER, UNDER, AND ACROSS TRACT A FOR THE PURPOSE OF CONVEYING, STORING, MANAGING AND FACILITATING STORM AND SURFACE WA TER. AS -BUILT "1 CERTIFY THAT THE INFORMA 77ON SHOWN HEREON WHICH WAS AS —BUILT BY D.R. STRONG, AND MAY INCLUDE LOCATIONS, ELEVATIONS, DEPTHS, PIPE SIZES, AND AS —BUILT COMMENTS, ACCURATELY REFLECTS EXISTING FIELD CONDITIONS AS DETERMINED BY ME OR UNDER MY DIRECT SUPERVISION ON THIS DATE.• 0411512020." Call 2 Working Days Before You Dig 811 Utilities Underground Location Center (ID,MT,ND,OR,WA) ►' \'. P► Ep; 53232 S REGISTER 0NAL I� 0 50+00 D.R. STRONG DR CONSUL TING ENGINEERS ENGINEERS PLANNERS SURVEYORS 620 - 7th AVENUE KIRKLAND, WA 98033 O 425.827.3063 F 425.827.2423 ° ° ° a � o � / j/ 50+40 1 CITY COMMENTS 02.19.19 2 CITY COMMENTS 05.03.19 3 DRAFf AS—BUILTS .us] Wi IC STORM 0MENT OVER $E TRACT A; SEE T A NOTE, THIS T \ 4­1 \ 5' PEDESTRIAN 25' PUBLIC STORM AND WALKWAY SEWER EASEMENT PROVIDE "MAINTENANCE ACCESS" SIGNAGE, 2 REMOVABLE AND 2SSMH 1, SADDLE MANHOLE W/7H ' \ FIXED BOLLARDS PER INSIDE DROP CONNEC77ON w. STANDARD DETAILS H021 PER DETAILS, SEE SHEET C26 AND H022, SEE SHEET C21 STA. 52+07.99, 2.50' L RIM 419.43: 8" IE /N 44499— (NW) Z0.96 \� 8" IE OUT "—.69L.V (N) 40j.94 8" IE OUT 09—A06 (S) 40f 50+80 51+20 DRD 104.11.19 CYW 106.20.19 YLP 105.01.20 REVISION BY I DATE U 51+60 YLP SURVEYED: JGR YLP DESIGNED: YLP YLP DRAWN: CHECKED: YLP AP P R APPROVED: MAJ 52+00 52+40 SCALE: VERTICAL: NAVD 1988 ■ AS NOTED HORIZONTAL: NAD 1983/1991 CITY Y OF I RENTON ONE INCH DATUMAT FULL SCALE Planning/Building/Public Works Dept. IF NOT ONE INCH SCALE ACCORDINGLY NORTH GRAPHIC SCALE 0 10 20 30 1 INCH = 20 FT. HORIZONTAL 0 2.5 5 7.5 1 INCH = 5 FT. VERTICAL S-405403_ IN COMPLIANCE WITH CITY OF RENTON STANDARDS CEDARS AT THE HIGHLANDS 000.29.19 BYPASS EASEMENT FIELDg PAGE: SANITARY SEWER PLAN AND PROFILE DRAWING NC: 14120160TH AVENUE SE C 2 5 RENTON, WASHINGTON 98059 SHEET OF 25 28 X, LJ 0000 T O O O T i Q J O d� T C) 0 C) T r.1 0 z Q J (D W Q (n OC Q 0 W U D RS PROJECT NO. 16041 u7 O N I In J U) 0 z Q J (= V 2 W Q U) rr a I) w U w M z UJ 7' MANHOLE FRAME AND COVER SEE STD. PLAN 401 ADJUSTMENT RINGS (2" VAIN.) SEE HATE 6 MORTAR JOINT(S) (3/f3" MIN.) SM NOTE 5 CONE (ECCENTRIC) RUBBER GASKETED JOINTS IN ACCORDANCE WITH ASTIR C-443 STEPS - POLYPROPYLENE STEPS SHALL BE INCLUDED CONCRETE RISER BY PIPE INC., OR APPROVED EQUAL. LADDER -POLYPROPYLENE SHALL BE ATTACHED TO MANHOLE MAK PIPE SIZE -- •E' CONCRETE SHELF PRECAST BASE SECTION OR CAST IN SHELF. ,H, --- NOT TO SCALE ,A. .B, ,C D. 48" MH 48 .61. WN. 5 MIN 24" MIN.]4- T IA. 54" MH 54" 8" MIN. 5.5" MIN. 24" MIN. I.D. fi0" MH 60" 8" MIN. 6" MIN. 42" LAIN. O I.D. 1. STEPS TO BE POLYPROPYLENE STEPS. SAFETY 2. STEPS ARE TO BE IN PLACE BEFORE MANHOLE SECTIONS ARE INSTALLED. 3. CASTING SHALL BE PER STD. PLAN 401, 4. MANHOLE SECTIONS TO BE OF REINFORCED PRECAST CONCRETE. 5. ALL JOINTS BETWEEN THE CONE, RISER RINGS, BR M AND CASTING SHALL BE GRMTED. 6. ADJUSTMENT OF THE CASTING TO GRADE SHALL BE ACCOMPI ISHE WITH A COMBINATION OF ADJUSTMENT RINGS. BRICKS AND MORTAR ONLY. BRICKS SHALL BE STAGGERED TO CREATE A RUNNING BOND OR 1/2 BOND. THE USE OF 5N1M5 IS PROHIBITED_ 7. SANiTARY SEWER MANHOLES SHALL HAVE ALL INTERIOR SURFACES, INCLUDING CHANNELING, COATED (SEALED) WITH A HIGH SOLOS URETHANE COATING; wASSF.R MC•-AROSHIELD OR APPROVE EOUA: COLOR OF COATING SHALT. BE WHITE. 8. RUBBER GASKETED JOINTS SHALL BE IN CONFORMANCE WITH AM C-443. 9. CHANNEL HEIGHT SHALT. BE A MINIMUM OF 3/4 OF THE INSIDE DIAMETER OF THE LARGEST PIPE. 10. CONNECTIONS TO MANHOLE SHALL BE MADE USfNG GPK ADAPTOR. KOR--N--SEAL BOOTS 'DR APPROVED EQUAL. 11. IN UNIMPROVED AREAS, MANHOLES SHALL EXTEND A MINIMUM OF 6' AND A MAXIMUM OF le ABOVE FIN€SHED GRADE OR MUST HAVE A MINIMUM 2' DIAMETER CONCRETE RINGS POURED AT GRADE. IN PAVE AREAS, COVER MUST SLOPE IN ALL. DIRECTIONS TO MATCH PAVING. PUBLIC worm M. PLO - 400.1 + U'�.tf't' STANDARD SANITSEPThimn ARY MANHOLE SO11 rfX, SDM MAIN -SPOOL OZ OTH AS NMDM) a" SEWER SIM I -SEVER MART 1F£ X 8" TIE.. I �I • CovetaKa CrIP ] i 1 culuK 4• stne s a" CAPE 2"II 4" STUD MARKWG POET PAEDNTVINTE NTH THE WORD "srMe SIENCLED IN 3" HIGH SLACK Liw77M AID f Wft . XRAPPFJI AROUND IHE MD AND Mtam TO THE TOP OF THE STUD. a"xa'xa' BURFAOE oxANovr WITH CAST om Rwa AND COO . (CAST JORDAN IRON WORKS PRODUCT NO, 0=7= OR APPROVED ECU& SPECIFY ^SEVER' ON Li0), (SEE STD. PLAN 4"1 MR INSrALLJi110N) . ,,M EADLE INWADED CLEAN -OUT ADAPTER Mfg . .. & PLUG (OR APMV✓:D EQUAL) . RE4UIR>wD a" SEWStllli a'xa"1tn" MFUTURE 4- SIDE SEVER �Fu7M d"x 4" $MDU R .. . SEVER MAIN SIZE x e• TEE uswa A WIRM CLAY MAIN - CuT 0 A NEw PVC "SEE" "F.mow-BACK' � . . FLF)OItLE LYIIIPLNL6S (ITwiftNCG OR AT'PROYICTI EiluAt}. 9. CONKREZ MAIN - Orr N A NEW PWC "TEE" VSWG 'STRONG-BACIC F DOME OW PLN DS (MiNCO OR APPRM EQUAL], . . G PVC & COW PVC YWN - CUT IN NEW TEE MW RIGID OWNSN6S OR COW -DRILLED NTH A ADMAC SADDLE . (OR APPROVED EgUAL). ... D. DD07U IRON MAN - CM-M-M WIM A RGLhAC SADDLE (OR APPRO%W EOUAIJ E. UMHU CONNECTIC0 - ALL COHFIECIIWRS TO MANHOLES 9NALL HE AT AMNWACTURED KNOCIL-GUTS OR 1HE STRUC LIRE ... SHAH BE Calif-DRR,R.EO. BLOCKING 6" HOKM ONTAL e" MNF. N SEVER MAIN or rr CA vfr ee IM NOTE. LNUMI t TI LOOM 7 HON PLAN, WE SEW R11EYER HAW A LOWER. MMM Zif CD%n AT PRW RTY UNE OR 3i'' WORKS STANDARD SIDE SEWER SMPLM-40LI 7= c;7 DEPPUBARTMENT INSTALLATION (SEWER MAIN TO PROPERTY TINE) I � Call 2 Working Days Before You Dig 811 Utilities Underground Location Center (ID,MT,ND,OR,WA) PIE / �O OF WA S � SC -10 53232 is RFGISTERE� �\ S/ONAL �ZO -BOLTHOLES - 3 PLCS EQUALLY SPActn 120• APAQT CAN 23 1/36' C58)Gmm) DIR B.C..(SEE DETAIL) R� ENTUN SEWER SE 1/4 SECTION 14, TOWNSHIP 23 N, RANGE 5 E, W.M. CEDARS A T THE HIGHLANDS COVER BOTTOM VIEW COVER & FRAME PLAN VIEW 25' DIA. .. I635nm1 1• •G3) RtLT SOC. (ALLEN HCAD) 125r,n1 5/S'••II X Lo SS 119nn7 RUBBER WASHER . 8...3/4• L 2 1/2' M 1222nn] Lf 4rm] TYP COVER SECTION VIEW EON BOLTING DETAIL 26 I/2' PIA I673P m3 F.5 1/4' DIA C641mn] 1 1/16, 1/4• 11/15' 7/4" t6nni DIA {27rnm] L5nn1 ; L27nn] KtIppr GASKG7 ----� �. 1/9• j [l5T nn] 13nni Ira• 519' _ i?3 3/8' DIA CL OPEN rR3mn1 � .. i I59- GASKET GROOVE DETAIL 27 5/16' Die.C694nn] • 34 1/9' MA . 1867nn] NOTES: FRAME. SECTION VIEW 1. ALL COVERS SHALL BE LOCKING LID PER EAST JORDAN IRON WORKS INC. Na. 3717CI OR EQUAL. 2. USE FRAME AND COVER FOR STORM (SPECIFY "DRAIN" ON COVER), SANITARY (SPECIFY "SEWER"), OR WATER (SPECIFY "WATER"). STET. PULP - 401 PIJBLiC WORKS ......................._._. ' + DEPARTMENT MANHOLE FRAME AND COVERi--......._.......--....-... .. ! DECEMBER 2OD8 RECESSED Not to Scdle LIFT POCKET FRAME a�EIER 3/4" LETTERING `SEWER' METER (2} BOLT SOC:. (ALLEN HEAD) a s - 11 X 1.5 STAINLESS STEEL REF. PART �f OW17-1 a- T 8" CLASS "$" SAND OR Tit-1/2" $/5. ASPHALT . EXPANWLE FOAM 1/4' 'x-1/2 T" T _T TILT• 2-11/4" BOLT DETAL 45- (1/8) WND 10,� 45- (1/8) SEND PIPE MATERIAL AS SPEC*ND . BY THE ENGINEER t. Ir A14F1 6" CL£AHTaR1T RINGS AND COVERS ON SEWER HAMS 94ALL. BE EAST JORDAN IRON WORKS, INC. No. 3695 (PRODUCT Ha. 0=9803) OR APPROVED EQUAL, CLEAR OUT SHALL BE A WATER TIGHT ASSEMBLY. Z. IN UNIMPROVED AREAS POUR A 1'-O" THICK. x-a" SQUARE CONCTKET>~, GLASS 3000, PAT] AROUND THE RNIG AND COVER, 7. PL SUC WO8" OR 6" CLEANOUT SIT). PLAN - 403.1 DEPARTTENT FOR SANITARY SEWER MAIN �1lm[, DRSCONSUL TING ENGINEERS ENGINEERS PLANNERS SURVEYORS I,: 620 - 7th AVENUE KIRKLAND, WA 98033 O 425.827.3063 F 425.827.2423 SANI TAR Y SEWER NOTES AND SPECIFI CA TIONS• 1. ALL WORK AND WORK MATERIAL 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 IN THE RENTON STANDARD PLANS & SPECIFICATIONS. A SET OF APPROVED PLANS SHALL BE KEPT ON SITE AT ALL TIMES DURING CONSTRUCTION. W (SEE: NOTE 7) LIMITS OF PIPE ZONE 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 r DEPARTMENT. AN APPROVED TRAFFIC CONTROL PLAN MUST BE OBTAINED PRIOR TO BEGINNING ANY WORK WITHIN PUBLIC RIGHT OF WAY. V - ()., r J. ALL LOCATIONS OF EXISTING UTILITIES SHOWN ARE APPROXIMATE AND IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO VERIFY THE TRUE AND CORRECT LOCATION SO AS TO AVOID DAMAGE OR O BEDDING MATERIAL FOR DISTURBANCE. SANITARY SEWER PIPE O,C}. OF PIPE O {SEE NOTE } 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 FOUNDATION. LEVEL NECESSARY PERMITS PRIOR TO STARTING CONSTRUCTION. (INSPECTION WILL BE ACCOMPLISHED BY A REPRESENTATIVE OF THE CITY OF RENTON.) IT SHALL BE THE CONTRACTORS RESPONSIBILITY B" TO NOTIFY THE PUBLIC WORKS INSPECTOR 24 HOURS IN ADVANCE OF BACKFILLING ALL CONSTRUCTION. T 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. BEDDING FOR SANITARY .SEWER PIPE 6. /T 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. Nrtrrc. 8. A COPY OF THESE APPROVED PLANS MUST BE ON THE JOB SITE WHENEVER CONSTRUCTION IS IN PROGRESS. 1. PROVIDE UNIFORM SUPPORT UNDER BARREL. 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 z HAND TAMP UNDER HAUNCHES. ENGINEER OR LICENSED PROFESSIONAL SURVEYOR. S. COMPACT BEDDING MATERIAL TO 45% MAX. DENSITY EXCEPT DIRECTLY OVER PIPE. HAND TAMP ONLY. 10. BACKFILL SHALL BE PLACED EQUALLY ON BOTH SIDES OF THE PIPE IN LAYERS WITH A LOOSE AVERAGE DEPTH OF 6 INCHES, MAXIMUM DEPTH OF 8 INCHES, THOROUGHLY TAMPING EACH LAYER TO 4. PIPE INSTALLATION SHALL BIE PER SECTION 7-015 OF THE 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 STANDARD SPECIFICATIONS. THE FILL OVER PIPE SHALL BE THE SAME AS DESCRIBED. Pi7IPE UFFIICA71ONSSOR PEAS � FF THE SPEIAL AVEEt42=sY 11. OPEN CUT ROAD CROSSINGS FOR UTILITY TRENCHES ON EXISTING TRAVELED ROADWAY SHALL BE BACKFILLED WITH CRUSHED ROCK AND MECHANICALLY COMPACTED UNLESS OTHERWISE APPROVED 100 8. RIPE MUST BE ANCHORED IN 5Ugi A MANNER AS TO ENSUREFLOW BY THE CITY OF RENTON. LINE IS MAINTAINED. ►uNED O 7. TRENCH WIDTH SHALL BE PER SECTION 27.09A OF THE 12. DATUM FOR VERTICAL CONTROL SHALL BE NORTH AMERICAN VERTICAL DATUM 1988 METERS, AND FOR HORIZONTAL CONTROL SHALL BE NORTH AMERICAN DATUM 198JI1991 METERS UNLESS C) STANDARD SPECIFICATIONS .. 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. r Q 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 D RENTON STANDARD PLANS & SPECIFICATIONS. THIS SHALL INCLUDE NECESSARY LEVELING OF THE TRENCH BOTTOM OR THE TOP OF THE FOUNDATION MATERIAL, AS WELL AS PLACEMENT AND J 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. STD. PtApt • 405 PUOUC WORKS PIPE BEDDING 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 aR PAtrnnl NT FOR SANITARY SEWERS a PAVED AREA, COVER MUST SLOPE IN ALL DIRECTIONS TO MATCH PAVING. Grout adjusting rings inside, outside and between. Grout under casting. x E U' E E M a N c g- E Copolymer Polypropylene 00 Plastic Steps & Ladder. per the Standard Detail. En Locate as shown / 91 on plan view below. L Provide Non -Shrink Epoxy at knock -out. See Note 2 +Poured in place Class 4000 cement concrete base.-� M I Kor-n-Seal boot by NPC, Inc., or approved Inc., or approved I� equal. flow i o Cut out top of o pipe after n channel is formed M slope 3/8"/ft V Manhole Frame and Cover per the Standard Detail. Locate as shown on plan. Minimum requirement for adjustment shall be (2) - 4" rings. - -Eccentric cone. 1' section below cone is required. Confined 0-ring rubber gasket joints and butyl sealant strips (typ.) See Note 2 CSTC bedding per ELEVATION the Specifications. Foundation gravel per the Specifications, if required. E Notes: 1. Marker posts may be required in easements. 2. Provide support to existing pipe while Base/Channel is poured to prevent sag. Support shall be inspected prior to pouring Base/Channel Manhole steps. I I Frame and cover. PLAN SADDLE MANHOLE NOT TO SCME 1 CITY COMMENTS 02.19.19 2 CITY COMMENTS 05.03.19 3 DRAFT AS-BUILTS REVISION DRD 04.11.19 YLP SURVEYED: JGR CYW 06.20.19 YLP DESIGNED: YLP YLP 05.01.20 YLP DRAWN: GL.B CHECKED: YLP BY DATE AP PR APPROVED: MAJ TEE OF APPROPRIATE WE .r• SEE NOTE $ + •r• eA - "RELa#` FR' BRAND STAINLESS STEEL ADJUSTABLE CLAMP04G BRACKETS OR APPROVED ECIUAL SO' BEND 3/4 THE DIAMETER OF THE DOWNSTREAM PIPE NOTES 1, SAWARY SEVAER MAWGILE ORGIPS AK Of'R Y TO BE bAEO LMR APPFMo-L Br THE wAsmwATE3t unuyy mencw. 2. ALL FiPcs MG RTMdM SHALL HE 9#fkM SGE AM IWATM I, AS ntCz} N4 I,V,y+.R,y +� 3. M641114UM SZ2E MA+#1M FUR RMN U RCIP L ORWETICN SHALL BE &0' DIAMETER. 4. C0WKC7K*cS M YAmH= SkAI.L K NACC Lpz*m RBI( IRDAFTOR KOR-#-SEAL 1111407% OR APfa WWM E41ikL. s, yrI*tIIN A aW (NAMETER 101kNNOLE, 7K IrAAWLw A"OAN .E 04A%EWR V lrlf PMNN6 r5 12", msWt Maws LmUzw 12' 71 [NAIWETER OR MLILTFLI: DROPS 944L K I{EWV= SY THE 1K$TEILSSER U11LIlIY AND MAY REM&K A LARGER DIM ETE4R AAANMIIM G. "REiRME9' WAND 57,AMfLESS SM. L ADAISTAELE ClAWWO, BRAT T$ OR fPPRC' £t1 EQUAL SHALL BE II15r(ML E.O W-11-M E' Or ROTIA 9E]J. AND 9AhMT -E IDS OF EACk DROP Ppf. IF D P POI'E LENrTH {Arms b FEu 1FoLN cENTm sn?N►S SMALL BE MT#iLV wIr A vAXQW SPACiiIQ or a Par da 017mrEiR, UAAQgTS SMALL BY ATTACHED RJTPJ71NG STOJI41, $ Sim UPAINSIM I}MM Bt- 2 EACH Ar owmecnm Pallas. PUI3LLC WORKS INSIDE DROP CONNECTION DFOR EANFIrAEV 11119"111OWLM SCALE: AS NOTED ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/1991 DATUM EirIN FIr-`-;F-31 CITY OF RENTON Planning/Building/Public Works Dept. AS -BUILT NO AS -BOIL T INFORMA 77ON ON THIS SHEET. "l CER77FY 774AT 774E INFORMA77ON SHOWN HEREON WHICH WAS AS -BUILT BY D.R. S7RONG, AND MAY INCLUDE LOCA7ONS, ELEVA7ONS, DEP774S, PIPE SIZES, AND AS -BUILT COMMENTS, ACCURA7ELY REFLEC7S EXIS77NG FIELD COND177ONS AS DETERMINED BY ME OR UNDER MY DIRECT SUPERVISION ON 7741S DATE. 0411512020 S-405404 z IN COMPLIANCE WITH CITY OF RENTON STANDARDS Q 2 CD 2 W 2 DATE: Q CEDARS AT THE HIGHLANDS FlELD6000.29.19 SANITARY SEWER DETAILS oWC PAGE: 14120160TH AVENUE SE DRAWINGC 2 6 0 RENTON, WASHINGTON 98059 SHEET: 26 oF:28 V DRS PROJECT NO. 16041 Q K M z Uj DOUBLE YELLOW CENTER LINES use • • • • • • • ® • • • • • • • . 1,. 3' `4" YELLOW TYPE 1 so' LINE MARKERS 4" YELLOW TYPE 2d LINE MARKERS (REEL.) SINGLE SKIP YELLOW CENTER LINES f —•9'• — 15' —I —1 3•� • • 4" YELLOW TYPE 1• 4" YELLOW TYPE 2d LINE MARKERS LINE MARKERS (REEL.) TWO—WAY LEFT TURN LANES --- 13 • • • • • • • • • • • • • • • �L _ 1 A f-•9'* •�3't 15' -� • • • �F tz' 4" YELLOW TYPE 2d LINE MARKERS (REFL.) j4" YELLOW TYPE 1 LINE MARKERS APPROACH LINES �38 74" �:18888VLB- ' 4WHITE TYPE 1 za" LINE MARKERS WHITE TYPE 2e LINE MARKERS (REEL.) SKIP APPROACH LINES 4" WHITE TYPE 1 4" WHITE TYPE 2e LINE MARKERS LINE MARKERS (REEL.) LANE LINES V9, 15' —1 —1 33 • • • 4" WHITE TYPE 1 4" WHITE TYPE 2e LINE MARKERS LINE MARKERS (REEL.) 2—WAY LEFT TURN ARROW SPACING SPEED LIMIT 25 MPH — — — —— 200' O.C. SPEED LIMIT 30-35 MPH -- 250' O.C. SPEED LIMIT 40-45 MPH -- 300' O.C. LEFT AND RIGHT TURN ARROW SPACING APPROACH LINE LENGTH ARROW LOCATIONS OR 20'-50' 1 ARROW (20' BACK FROM CROSSWALK OR STOP BAR) 50'-125' 2 ARROWS (20' BACK & END OF APPROACH LINE) 125'-300' 3 ARROWS (20' BACK, MIDWAY & END OF LINE) OVER 300' ARROWS AT 100' INTERVALS RAISED PAVEMENT MARKER (RPM) TYPES RPM TYPE 2 RAISED FACE COLORS RPM COLOR TYPE 2a WHITE AND RED TYPE 2b SEE COR STD WATER PLANS TYPE 2c YELLOW AND RED TYPE 2d YELLOW AND YELLOW TYPE 2e WHITE - ONE SIDE ONLY TYPE 2f YELLOW - ONE SIDE ONLY RPM SIZES RPM WIDTH/DIAMETER HEIGHT TYPE 1 f 4" t 0.7" TYPE 2 t 4" t 0.7" NOTE: RPM MATERIAL SPECIFICATIONS SHALL BE PER WSDOT STANDARD SPECIFICATIONS SECTION 9-21 RAISED PAVEMENT MARKERS (RPM) CHANNELIZATION MARKERS DETAIL STD. Pam- 109 e PUBLIC WORKS A �•` DEPARTMENT Greg Zimmerman DATE 10 6"MIN. (TYP.) CONCRETE GUTTER TIRE LINE CENTER IN LANE TIRE CENTER IN LANE 24" (TYP.) TIRE CURB LANE 10' ��8 "(TYP. )—STRIPE B"(TYIP.) —OPEN NE 8"(- YP•)—STRIPE NE TIRE * TYPICAL 4—LANE ROADWAY CONFIGURATION * NOTE: FOR ROADWAYS WITH MORE OR LESS LANES, THE SAME CONFIGURATION APPLIES. KEEPING THE THERMOPLASTIC/PAINTED BARS CENTERED ON THE LANE LINES AND IN THE CENTER OF TRAVELLED PORTION OF THE LANE TO MINIMIZE THE WEAR ON THE THERMOPLASTIC/PAINT. v PUBLIC WORKS + &A—* � DEPARTMENT Call 2 Working Days Before You Dig 811 Utilities Underground Location Center (ID,MT,ND,OR,WA) r PI ED; THERMOPLASTIC/PAINTED CROSSWALK 53232 S �FGISTERE� S/ONAL �ZO � D.R. STRONG D CONSUL TING ENGINEERS ENGINEERS PLANNERS SURVEYORS 620 - 7th AVENUE KIRKLAND, WA 98033 0 425.827.3063 F 425.827.2423 SE 1/4 SECTION 14, TOWNSHIP 23 N, RANGE 5 E, W.M. CEDARS A T THE HIGHLANDS 1 I r I II I II I I II I I11 I 1 i 1 1 1 CITY COMMENTS 02.19.19 2 CITY COMMENTS 05.03.19 3 DRAFT AS-BUILTS ►"S BRACT C TREE RETENTION f3 9 �420 1 \ 1 `CRITIC\AL�3REA \ 0 1IN --__fo .- Is STOP SIGN PER MUTCD R1-1 ' \ ADD STREET NAME SIGNS 0 I NPAT 2 \ ` N.- ABOVE STOP SIGN ANDN. INSTALL SIGNS PER STANDARD PLANS 129 AND 134, SEE SHEET -- C11 FOR DETAILS � NPA T J1 STREET 1 ' - - - - UGHT 5 11 '� -' ' /" - -- . -426-- 1 :/ ITRA 6-WIDE STOP BAR PER '- 2 a�,. —'� / \ NAGE STORM DRAI STANDARD PLAN H008, USE / THERMAL PLASTIC WITH 3M WET/DRY ELEMENTS REMOVE & REPLACE EX. SPEED LIMIT SIGN AND POST IF DAMAGED OR LOST. REPLACE SIGN & POST PER CITY STD. PLANS. 3 6 REMOVE &REPLACE EX. STREET '1k -420 — — - �' 7��\ NAME SIGNS, SCHOOL WALK SIGN AND POST /F DAMAGED OR LOST. REPLACE SIGN & POST PER CITY STD. PLANS. �' _' - �� �� _ _ _• ` k I SIGN INSTALLA TION SIGN NORTHING EASTING STOP SIGN 176327.2794 1320552.0292 NPA T #1 176323.9876 1320652.2731 NPA T #2 176342.6214 1321027.8825 NO TES: 1, CITY TO APPROVE SHOP DRAWINGS FOR ALL SIGNAGE PRIOR TO FABRICATION, 2, ALL STREET SIGNS TO BE FABRICATED PER CITY OF RENTON STANDARD PLANS. J. NO PARKING IS PERMITTED WITHIN CUL—DE—SAC. "NO PARKING" SIGNS SHALL BE INSTALLED ALONG THE PERIMETER. REVISION DRD 04.11.19 YLP SURVEYED: JGR CYW 06°20°19 YLP DESIGNED: YLP YLP 05.01.20 YLP DRAWN: GLB CHECKED: YLP BY DATE APPR APPROVED: MAJ ro SCALE: AS NOTED ONE INCH AT FULL SCALE IF NOT % INCH SCALE ACCORDINGLY VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/1991 DATUM MUTCD SIGN 1?8-3 (MODIFIED) NPAT = NO PARKING ANYTIME *ORIENT NO PARKING SIGN AT 45 DEGREES FROM STREET NOTE,- NO PARKING SIGN TO BE BANDED TO STREET LIGHT POLE (WHERE APPLICABLE); 100' SEPARATION BETWEEN SIGNS USE DOUBLE ARROW NO PARKING SIGN AT ALL LOCATIONS EXCEPT ON STOP SIGN. USE RIGHT ARROW ONLY NEAR STOP SIGN. NORTH GRAPHIC SCALE 0 20' 40' 80' 1 INCH = 40 FT. C1 TY OF RENTON Planning/Building/Public Works Dept. AS -BUILT NO AS —BOIL T /NFORMA 7/ON ON TH/S SHEET. "I CERTIFY THAT THE INFORMATION SHOWN HEREON WHICH WAS AS —BUILT BY D.R. STRONG, AND MAY INCLUDE LOCATIONS, ELEVATIONS, DEPTHS, PIPE SIZES, AND AS —BUILT COMMENTS, ACCURATELY REFLECTS EXISTING FIELD CONDITIONS AS DETERMINED BY ME OR UNDER MY DIRECT SUPERVISION ON THIS DATE. 0411512020 W, LJ 00 T 0 C) T Q J T 0 C) T r�1 T-405404 z IN COMPLIANCE WITH CITY OF RENTON STANDARDS Q 2 (D 111 DATE: CEDARS AT THE HIGHLANDS 01.29.19 cn CHANNELIZATION AND SIGNAGE PLAN °GK: PAGE; Q PAGE: 14120160TH AVENUE SE DRAWINC 2 7 0 RENTON, WASHINGTON 98059 SHEET 27 oF28 U D RS PROJECT NO. 16041 CD Nt I O 0 w I� z Q 2 W Q Cn rr Q 0 W U LO O N Iry w Q z OP INN, II W II III � II SDCB RIM=436.35 11 CPP=433.75(N,S) aP ill `-4, II 2"CPP=432.15(N) II i I I 1 r 1 I I� I c11 1 12"CPP=430.77 i 11 ` . I FRANSFORMER(N) I I oP II _ I SDCB I' RIM=433.00 1 12"CPP=430.23(N) C 12"CPP=429.78(E) O 12"CMP=429.05(W) I II WIRES DOWN(S) fi I LIQ 2 Q O I SDCB RIM=429.85 12"CPP=427.27(S) o i [ SSMH RIM=430.28 8"PIPE(N,S) CHANNEL=421.53 I TT I MAILBOX I. �+.. 30"CPP=432.01(N) 6'VBF IS 0.6'N. OF F'L 6'VBF IS 1.4'N. OF FOUND 1 /2" REBAR W/ CAP - STAMPED "DMP INC LS 22962" 0.2'S. X 0.1'W. OF P.C. 6'VBF WATER VALVE > & BLOWOFF I 2' TALL CONC ^X BLOCK WALL Q T / ^ /+ /+ HWF IS /�A--- ---=-4'FIWF`Q2�i \ / 0.1' OF R .TREE RETENTION i 1 • I - I 20 x30' PRI VA TE ' A ESS EASEMENT _J RANSFORMER(N) WIRES DOWN(S) - W� f0 I II fL^ I 10' PRI VA TE JOINT UTILITY EASEMENT ;I I` ------�------ -7 fi-- ®1mm OP I� FOUND 3" HEXAGON HEADED BOLT 0.2'S. X 0.2'E. OF P.C. II II 4'HWF IS 1.0'S. OF F>' II fin( R Call 2 Working Days Before You Dig 811 Utilities Underground Location Center (ID,MT,ND,OR,WA) UTILITY CONFLICT NOTE.• SE 1/4 SECTION 14, TOWNSHIP 23 N, RANGE 5 E, W.M. CEDARS A T THE HIGHLANDS FOUND 1/2" REBAR W/ CAP\ STAMPED "DMP INC LS 2296, 0.2'S. OF PROP LINE \ \ 6'VBF IS 0.2'N. OF 4'HWF IS 0.8'S. OF h' 4'HWF IS� 4'HWF•8'N. OF 15' WATER AND ACCESS EASEMENT _,m,will 1 ;_ ► __ 6'CLF IS 4'HWF IS ON h' 0.1'N. OF I I II SSMH II RIM=425.61 IE DROP=417.21 8"PVC (N,E,S) CTR CHANNEL=403.90 4'NF IS 4'HWF CORNER IS 0.1'N\91' T 0.2'S X 0.1'W. OF 0 \2'S. OF \ II It \ \ \ 1 , \ II P?A(.k T� " X - L AREA o \ II x X CA \ + II PIPES (SS TO WA) /� II \�\\�`I -- Q2�xX Lam\ 4'W6F Q • ,<=I TRAC A IS SSMH RIM=421.45 STORM DRI /NAGS 8"PVC (N,S) CTR CHANNEL=403.70 1 MIN. 5' CLEAR BETWEEN NEAREST OUTSIDE EDGE OF PIPES (SD TO SS) `� \ 25' PUBLIC STORM MIN. 4'1 CLEAR BETWEEN NEAREST � AND SEWER OUTSIDE EDGE OF PIPES EASEMENT r (SD TO SD) 5 6 / - 420 7 6'VBF IS 0.8'N. OF FL' ' 1 i 3'VBF IS\�'�-416----- THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION, DIMENSION, AND DEPTH OF ALL EXISTING UTLITIES WHETHER SHOWN ON THESE PLANS OR NOT BY POTHOLING THE UTLITIES AND SURVEYING THE HORIZONTAL AND VERTICAL LOCATION PRIOR TO CONSTRUCTION. THIS SHALL INCLUDE CALLING UTILITY LOCATE AT 811 AND THEN POTHOLING ALL OF THE EXISTING UTILITIES AT LOCATIONS OF NEW UTILITY CROSSINGS TO PHYSICALLY VERIFY WHETHER OR NOT CONFLICTS EXIST. LOCATIONS OF SAID UTILITIES AS SHOWN ON THESE PLANS ARE BASED ON THE UNVERIFIED PUBLIC INFORMATION AND ARE SUBJECT TO VARIA170N. IF CONFLICTS SHOULD OCCUR, THE CONTRACTOR SHALL CONSULT D.R. STRONG CONSULTING ENGINEERS, INC. TO RESOLVE ALL PROBLEMS PRIOR TO PROCEEDING WITH CONSTRUCTION. UNDERGROUNDING NO TE.• POWER LINES TO BE UNDERGROUNDED FROM EXISTING POWER POLES. POWER PLANS TO BE PROVIDED BY PUGET SOUND ENERGY. ALL EXISTING AND NEW UTILITIES IN FRONTAGE AND WITHIN SITE ARE REQUIRED TO BE UNDERGROUND. SHO MIN. 5' CLEAR BETWEEN NEAREST OUTSIDE EDGE OF 6 VBF _ 6 VBF Ip 1 0.7'N. OF h' _ _ 41QWF IS `\ SHED _ _ 4'HW 0.6S, OF 3'VBF _-___ __- SHED 6'VBF IS 3'VBF----=====X CONC 24"CPP=414.33 0.3'S. OF Ft' WALL 24"CPP=412.44 J I I UTILITY CROSSING TABLE CROSSING NO. F. G. U TILI TY I. E. BOTTOM OF PIPE TOP OF PIPE CLEARANCE (FT) 1 432.92 12" SD 429.26 429.21 16 WA CASING 427.49 428.71 0.50* 2 431.73 8" WA 427.91 427.86 30" SD 424.43 426.98 0.88* 3 431.58 12" SD 429.00 428.95 8" WA 425.84 426.56 2.39 4 431.53 12" SD 428.55 428.50 30 " SD 423.84 426.39 2.11 5 427.34 12" SD 424.95 424.90 16 WA CASING 423.18 424.40 0.50* 6 427.48 12" SD 424.88 424.83 8" SS 419.43 420.15 4.68 7 427.37 12" SD 424.81 424.76 30" SD 421.68 424.23 0.53* 8 424.30 12" SD 421.96 421.91 16" WA CASING 420.19 421.41 0.50* 9 424.43 12" SD 421.89 421.84 8" SS 416.26 416.98 4.86 10 424.35 12" SD 421.82 421.77 30" SD 418.65 421.20 0.57* 11 422.48 15" SD 417.93 417.88 12" WA CASING 416.16 417.38 0.50* 12 422.25 15" SD 418.00 417.95 8" SS 414.00 414.72 3.23 13 422.02 15" SD 418.07 418.02 30" SD 414.99 417.54 0.48* 14 421.66 8" SS 411.47 411.42 12" SD 405.09 406.14 5.28 *MINIMUM 12" VERTICAL SEPARATION BETWEEN UTILITIES AT CROSSING OR INSTALLATION OF ETHAFOAM PAD IS REQUIRED. r P► ED/ \0 OF WAS/y/ sC P r 1 CITY COMMENTS 02.19.19 D.R. STRONG 2 CITY COMMENTS 05.03.19 DRS CONSUL TING ENGINEERS 3 DRAFT AS-BUILTS ENGINEERS PLANNERS SURVEYORS 53232 �� 620 - 7th AVENUE KIRKLAND, WA 98033 S RFG/ST STEU G O 425.827.3063 F 425.827.2423 `S/ANAC \,2O N0. REVISION DRD 04.11.19 YLP SURVEYED: JGR CYW 06°20°19 YLP DESIGNED: YLP YLP 05.01.20 YLP DRAWN: GLB CHECKED: YLP DATE APPR: [71.11EIIBY MAJ SCALE: AS NOTED ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/1991 DATUM NORTH GRAPHIC SCALE 0 20' 40' 80' 1 INCH = 40 FT. CITY OF RENTON Planning/Building/Public Works Dept. AS -BUILT NO AS -BOIL T INFORMA 7/ON ON THIS SHEET. "1 CERTIFY THAT THE INFORMATION SHOWN HEREON WHICH WAS AS -BUILT BY D.R. STRONG, AND MAY INCLUDE LOCATIONS, ELEVATIONS, DEPTHS, PIPE SIZES, AND AS -BUILT COMMENTS, ACCURATELY REFLECTS EXISTING FIELD COND177ONS AS DETERMINED BY ME OR UNDER MY DIRECT SUPERVISION ON THIS DATE. 0411512020 W-405401 S-405405 R-405423 IN COMPLIANCE WITH CITY OF RENTON STANDARDS CEDARS AT THE HIGHLANDS COMPOSITE UTILITY PLAN PAGE: 01.29.19 14120160TH AVENUE SE C 2 8 SHEET of RENTON, WASHINGTON 98059 28 28 D RS PROJECT NO. 16041 T T O O W, U T O O T INN 0 z Q J I_LI cn OC Q 0 I_LI U I SPLIT RAIL FENCE WITH TREE PROTECTION SIGNAGE. SEE DETAIL THIS SET. LOCATE ON PROPERTY LINE. SHOWN HERE FOR CLARITY EXISTING TREE TO BE RETAINED. SEE CIVIL SET TREE PROTECTION SIGNAGE. 011771177 P'1C-rA11 71-LJ10 C%CT � 1 CV J ILLJ w ii) I 1 Lu Iw ii) I 1� Iw I z I I IJ IU IQ I ' I 1 1------------ --� I ' I I LOT 5'` I 1 I I I '1 I I '1 I I L-_-��_---------- - 1 — � J NORTH EXISTING WESTERN RED CEDARS INSTALL LANDSCAPING AT TIME OF BUILDING PERMIT LAWN IN ALL LANDSCAPE STRIPS, TYPICAL. NO HATCH SHOWN INSTALL TREES AND STREETSCAPE LANDSCAPING AT TIME OF PLAT DEVELOPMENT LAWN IN ALL LANDSCAPE STRIPS, TYPICAL INSTALL LANDSCAPING AT TIME OF BUILDING PERMIT 1 l = 20'-0'SHEET SIZE 22" x 34" r m � � cn z CD z o tl w '^ V ) L LJ E U Nm o � J M I � a w oM 0 N I VcTp MAD STATE OF WASHINGTO E SAEELAN C ECTJE MLEY CERTIFICATE No. 774 C a� o � s v o E • Q a CL W c v, J E � N o � E � o � W �@J J t a 0 Q >' J M •� N oT co n Z Z r(D J - LLJcf) U 0 Q co ry Z Q Q J W U JOB NUMBER: DRAWING NAME: DESIGNER: JMV DRAFTING BY: JMV DATE: 03.15.17 SCALE: AS SHOWN JURISDICTION: RENTON L— 1 SHEET 1 of 3 1 1 1 CRITICAL AREA SIGNAGE. SEE DETAIL THIS SET SPLIT RAIL FENCE. SEA DETAIL THIS SETg S,— 5 1 w �\ CRITICAL AREA:,, - SIGNAGE. SEE ��' ;'.` S- 8== DETAIL THIS SET \ �� 1 Df TRACT B a J I--426 ---- w \` ''I --- - — — WE TL AND w 1 -' w w Df B UrEER = 1 RITICAL AREA SIGNAGE. o 1 SEE DETAIL TOIS SET MG RH w 1 �/ �M .W - --- w R HRH \ p w _ 1 W D 1 © - M Df W \ J H \ W W U 1 1 Df 1 I t RH w' 1 1 A _- F 00 LLJ 00 U� J 1 / 25' PUBLIC — S TORM AND l II 1 I ------\ /, \\ SEWER j EA SEMEN T o 1 I , I 1 _I LOT 6 __ \\ �`\ i 420 LOT 7\ _ ' -r- w w II WR WR n WR WR D D `. D - -�--- — — � ` I L/ %V V 1 Y 11 V / \LL L/ I V V\.J V/ \1 L STRIPS, TYPICAL CRITICAL AREA SIGNAGE. SEE, DETAIL THIS SET SPLIT RAIL FENCE. SEE I 1DETAIL THIS SET. LOCATE ON PROPERTY LINE. SHOWN vNERE FOR CLARITY L VO INSTALL TREES AND STREETSCAPE LANDSCAPING AT TIME OF PLAT DEVELOPMENT TREE PLANT SCHEDULE BOTANICAL NAME TREES Ulmus americana 'Princeton'* Acer griseum* Amelanchier grandiflora 'Autumn Brilliance'* Acer truncatum x A. plat. 'Warren's Red'* Acer circinatum* Acer ginnala 'Flame'* Acer palmatum 'Bloodgood'* Prunus x yeodensis 'Yoshino'* Tilia americans* Thuja plicata* Thuja plicata* Pseudotsuga menzeisii* Calocedrus decurrens* COMMON NAME QTY SIZE REMARKS Princeton Elm 6 1-1/211 cal Full and Matching, min. 8'-10' ht Paperbark Maple 3 1-1/211 cal Full and Matching, min. 8'-10' ht Serviceberry 2 1-1/211 cal Full and Matching, min. 8'-10' ht Pacific Sunset Maple 2 1-1/2" cal Full and Matching, min. 8'-10' ht Vine Maple 3 1-1/211 cal Full and Matching, min. 8'-10' ht Amur Maple 1 1-1/211 cal Full and Matching, min. 8'-10' ht Japanese Maple 1 1-1/211 cal Full and Matching, min. 8'-10' ht Flowering Cherry 1 1-1/211 cal Full and Matching, min. 8'-10' ht Redmond Linden 18 1-1/211 cal Full and Matching, min. 8'-10' ht Western Red Cedar 27 1-1/211 cal Full and Matching Western Red Cedar 74 3" cal** Existing trees; previously installed Douglas Fir 12 1-1/2" cal Full and Matching Incense Cedar 12 1-1/2" cal Full and Matching Note: tree caliper is measured 4' above finish grade 144 total replacement tree inches required + 74" additional as a result of tree removal: 144 + 74 = 222 total caliper inches required 4 additional trees removed during construction to be replaced at a 1:1 ratio Tree #5530 - 29" Douglas Fir Tree #5404 - 10" Alder Tree #5526 - 26" Douglas Fir Tree #5571 - 9" Alder Total inches removed: 74 To be replaced at a 1:1 ratio: 74 x 1 = 74 additional replacement inches required See plant schedule above for additional Western Red Cedars **Seventy-four 3" caliper trees = 222 caliper inches of replacement trees provided *Considered drought tolerant in Pacific Northwest once established All street trees to be specimen grade with a single leader. Tree height listed is from top of rootball to top of tree at time of planting. Damaged trees shall be replaced with same species and minimum 2" caliper. Per RMC 4-4-070 (F)(2), minimum 1 street tree planted per address, where curb cuts, driveway, and utilities do not allow the required trees to be planted. Per RMC 4-4-070 (F)(3), where there is insufficient space or no public frontage, street trees are required in the front yard. Install watering bags on all trees unless other watering arrangements have been made. BOTANICAL NAME SHRUBS and GROUND COVER Viburnum davidii* Nandina domestics* AZ Azalea sp. 'Hino Crimson'* MG Miscanthus sinensis* FG Pennisetum alop. 'Burgundy Bunny'* ® Euonymus fortunei 'Emerald n Gold'* Lavandula sp.* RH Rhododendron 'Purple Splendour'* %OEM Arctostaphyllos uva-ursi* Erica sp. 'Mediterranean Pink'* Bergenia sp. 'Bressingham Ruby'* Fragaria chiloensis* COMMON NAME QTY SIZE REMARKS David Viburnum 22 2 gallon Full and Matching Nandina 9 2 gallon Full and Matching Evergreen Azalea 24 2 gallon Full and Matching Maiden Grass 30 2 gallon Full and Matching Dwarf Ft Grass 28 2 gallon Full and Matching Euonymus 18 2 gallon Full and Matching Lavender 27 2 gallon Full and Matching Rhodie 27 2 gallon Full and Matching Kinnikinnik As req'd 1 gallon Full and Matching/Plant 30" o.c. Heather As req'd 1 gallon Full and Matching/Plant 30" o.c. Elephant Ear As req'd 1 gallon Full and Matching/Plant 30" o.c. Dune Strawberry As req'd 1 gallon Full and Matching/Plant 30" o.c. Plant in groups of minimum 15 plants of each species *Considered drought tolerant in Pacific Northwest once established W �= Lawn, seed or sod. Commercial seed mix NORTH 0 1 1 = 20'-0'SHEET SIZE 22" x 34" m => cn z CD z=D o w N w U Nm o J :D � N Q L'i 0 N I Ln 0 z� 0 a Q STATE OF WASHINGTO E S E E LAN C C ECT JEFF M. VA LEY CERTIFICATE No. 774 �O 1 oll Ld o o �CL �W J O E O i ` t T > W �� 3 J 3 0 J W N T 0 Z = J LLJ J JC: U C) Q Z C) J Uj U JOB NUMBER: DRAWING NAME: DESIGNER: JMV DRAFTING BY: JMV DATE: 03.15.17 SCALE: AS SHOWN JURISDICTION: RENTON L-2 SHEET 2 of 3 ATTACH PRE-PRINTED METAL SIGN TO POST WITH TWO 5/8" DIA. GALVANIZED CARRIAGE BOLTS 5' to grade Pre- prInted metal sign 8.5 x 11 or 11 x 17 as determined by the city FENCE POST. SEE DETAIL THIS SHEET SENSITIVE AREA SIGN Sensitive Area Signs Per City of Renton Standards SPLIT -RAIL FENCE WITH SENSITIVE AREA SIGNS ATTACH PRE-PRINTED METAL SIGN TO POST WITH TWO 5/8" DIA. GALVANIZED CARRIAGE BOLTS Chamber Tap of Past 45 Degrees To A Depth of 1" On All Four Sides Attach Pre -Printed Meta! Sign To Post With Two 5/8" Dia. Galvanized Carriage Bolts )TECTION SIGN OR AREA SIGN. ILS THIS SET V 5' to grade GREEN BACKGROUND SIMILAR TO REST OF SIGN BACKGRO�JND EVERGREEN TREES IN � PROFILE PAINTED BLACK -• pre-prl rated metal sign 8,5 x 11 or 11 x 17 as determined by the city FENCE POST. SEE DETAIL THIS SHEET TREE PROTECTION SIGN LANDSCAPE NOTE 2"x2" LODGEPOLE TREE STAKE OR APPROVED SIMILAR INSTALL "TREE BOOT" OR "ARBORGARD" IN LAWN AREAS. w I� w jh xo PLANT TREE 1 "-2" HIGHER — N a THAN IN NURSERY \a WATERING BASIN ROOT DEFLECTOR ADJACENT TO SID CURBSIDE SPECIFIED PLANTING SOIL - UNDISTURBED GROUND — 12" MIN. FOR WOOD — STAKES & 18" FOR REBAR STAPLE PLASTIC INTERLOCKING TREE TIES OR APPROVED EQUAL DETAIL 12"MIN. PRUNE DISEASED AND BOTH BROKEN BRANCHES SIDES PLASTIC INTERLOCKING TREE TIES SEE DETAIL ABOVE REMOVE BINDING TWINE, BURLAP, AND WIRE, TYPICAL 2" SETTLED DEPTH WITH SPECIFIED MULCH FERTILIZER TABLETS (4-21 GRAM-20-10-5) —ROOT �DEFLECTOR FOR TREES ADURBSIDE TO SIDEWALKS AND SCARIFY PLANTING PIT SIDES AND BOTTOM 6" DEEP, FIRM, NATIVE SOIL MOUND 3x ROOTBALL WIDTH IN HEAVY SOILS, AUGER 8"x6' DEEP HOLE (OR THROUGH HARDPAN) FILL WITH CRUSHED ROCK. VERIFY GOOD DRAINAGE PRIOR TO PLANTING. NOTE: DO NOT PIERCE TREE ROOTBALL WITH TREE STAKES DECIDUOUS TREE PLANTING & STAKING DETAIL NOT TO SCALE 12" MIN. BOTH SIDES FINISH GRADE 1. CONTRACTOR SHALL BE RESPONSIBLE FOR FAMILIARIZING THEMSELVES WITH ALL OTHER SITE IMPROVEMENTS AND CONDITIONS PRIOR TO STARTING LANDSCAPE WORK. 2. CONTRACTOR SHALL USE CAUTION WHILE EXCAVATING TO AVOID DISTURBING ANY UTILITIES ENCOUNTERED. CONTRACTOR IS TO PROMPTLY ADVISE OWNER OF ANY DISTURBED UTILITIES. LOCATION SERVICE PHONE 1—800-424-5555 3. CONTRACTOR SHALL MAINTAIN AND WATER ALL PLANT MATERIAL FOR 1 YEAR OR UNTIL FINAL INSPECTION AND ACCEPTANCE BY OWNER. 4. CONTRACTOR SHALL BE RESPONSIBLE FOR COMPUTING SPECIFIC QUANTITIES OF GROUND COVERS AND PLANT MATERIALS UTILIZING ON —CENTER SPACING FOR PLANTS AS STATED ON THE LANDSCAPE PLAN AND MINIMUM PLANTING DISTANCES AS SPECIFIED BELOW IN THESE NOTES. 5. CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING THE QUANTITIES OF PLANTS THAT ARE REPRESENTED BY SYMBOLS ON THE DRAWINGS. 6. SUBGRADE IS TO BE WITHIN 1/10" OF ONE FOOT AS PROVIDED BY OTHERS. ALL PLANTING AREAS TO BE CLEARED OF ALL CONSTRUCTION MATERIAL AND ROCKS AND STICKS LARGER THAN 2" DIAMETER. 7. 4" DEPTH NEW TOPSOIL IN NEW BEDS SHOWN. ROTOTILL INTO TOP 6" OF SOIL. 8. ALL BEDS TO RECEIVE A MINIMUM 2" DEPTH OF DARK BLACK MULCH. 9. ALL PLANT MATERIAL SHALL BE FERTILIZED WITH AGRO TRANSPLANT FERTILIZER 4-2-2 PER MANUFACTURER'S SPECIFICATIONS. STAPLE PLASTIC INTERLOCKING TREE TIES OR APPROVED EQUAL DETAIL PRUNE DISEASED AND BROKEN BRANCHES PLASTIC INTERLOCKING TIES SEE DETAIL ABOVE SPECIFIED TREE STAKE(S) REMOVE BINDING TWINE, BURLAP AND ALL WIRE, TYPICAL WATERING BASIN NATIVE SOIL BACKFILL SCARIFY PIT SIDES AND BOTTOM FIRM NATIVE SOIL MOUND CONIFERUOUS TREE PLANTING & STAKING DETAIL NOT TO SCALE 10. ALL PLANT MATERIAL SHALL CONFORM TO AAN STANDARDS FOR NURSERY STOCK, LATEST EDITION. ANY REPLACEMENTS MADE AT ONCE. A. GENERAL: ALL PLANT MATERIAL FURNISHED SHALL BE HEALTHY REPRESENTATIVES, TYPICAL OF THEIR SPECIES OR VARIETY AND SHALL HAVE A NORMAL GROWTH HABIT. THEY SHALL BE FULL, WELL BRANCHED, WELL PROPORTIONED, AND HAVE A VIGOROUS, WELL DEVELOPED ROOT SYSTEM. ALL PLANTS SHALL BE HARDY UNDER CLIMATIC CONDITIONS SIMILAR TO THOSE IN THE LOCALITY OF THE PROJECT. B. TREES, SHRUBS, AND GROUND COVER: QUANTITIES, SPECIES, AND VARIETIES, SIZES AND CONDITIONS AS SHOWN ON THE PLANTING PLAN. PLANTS TO BE HEALTHY, VIGOROUS, WELL FOLIATED WHEN IN LEAF. FREE OF DISEASE, INJURY, INSECTS, DECAY, HARMFUL DEFECTS, AND ALL WEEDS. NO SUBSTITUTIONS SHALL MADE WITHOUT WRITTEN APPROVAL FROM LANDSCAPE ARCHITECT OR OWNER. 11. NO PERMANENT IRRIGATION SYSTEM IS PROPOSED. TREES LOCATED ON THE PROPOSED LOTS WILL BE IRRIGATED BY FUTURE HOMEOWNERS. LANDSCAPE STRIP PLANT MATERIAL IS CONSIDERED 100% DROUGHT TOLERANT AND SHALL BE PROVIDED TEMPORARY IRRIGATION FOR THE FIRST TWO (2) YEARS. 12. HOME BUILDER SHALL BE RESPONSIBLE FOR INSTALLING PROPOSED LOT TREES UPON COMPLETION OF THE PROPOSED HOMES. STREETSCAPE PLANT MATERIAL SHALL BE INSTALLED BY DEVELOPER. 13. TREES SHALL BE STAKED WITH 2" DIAMETER LODGEPOLE PINE STAKES, OR APPROVED SIMILAR. REMOVE STAKES AFTER 1 YEAR PLANT 1" HIGI IN NURSERY FINISH GRADE 'RUNE DISEASED AND 3ROKEN BRANCHES REMOVE TOP 1/3 OF BURLAP ?" SETTLED DEPTH OF SPECIFIED MULCH ERTILIZER TABLETS/SPECS SPECIFIED AMENDED BACKFILL 'OMPACT AND WATER THOROUGHLY _IRM NATIVE SOIL MOUND SHRUB PLANTING DETAIL NOT TO SCALE r m � � z C z o_] w =) N V ) 5 LLI E U (/) o J � m I Q � oM 0 N I I 0 z 0 STATE OF WASHINGTOtj E S E E LAN C C ECT nva JEFF M. VARLEY CERTIFICATE No. 774 v0 ti ♦, o o � s v o E ca CL D LU N > E N o E 4.0 L o � t � W �� 3 J Q � J i �; r O O _= U) n Z J r(D LU JC: U C) J LIJ JOB NUMBER: DRAWING NAME: DESIGNER: JMV DRAFTING BY: JMV DATE: 03.15.17 SCALE: AS SHOWN JURISDICTION: RENTON L-3 SHEET 3of3 191- L J 0 1 N 1 O rr 0 z J 2 W Q U) rr a 0 W U Jj f z J 142305- FUTURE BY 142305-� FUTURE BY I 142305-9 FUTURE BY ( 142305-9C FUTURE BY ( 14230 GENERAL NOTES ELECTRICAL CON TRA C TOR TO CONTACT CITY CONSTRUCTION INSPECTOR FOR INSPECTION OF POLE FOUNDATIONS, BASE BOLTS, AND CABINET FOUNDA TION. CON TRA C TOR TO CONTACT CITY ELECTRICAL I NSPEC TOR FOR UNDERGROIUND/ROUGH-IN INSPECTION. CONTRACTOR TO CONTACT TRANSPORTATION MAINTENANCE MANAGER FOR STREET LIGHTING COMPLIANCE TO STANDARDS INSPECTION PRIOR TO ENERGIZING. FOLLOWING THE TRANSPORTATION MAINTENANCE INSPECTION, THE CON TRA C TOR SHOULD CONTACT THE CITY ELECTRICAL INSPECTOR FOR SER VICE INSPECTION. FOL L 0 WING THE SERVICE INSPECTION FROM THE CITY ELECTRICAL INSPECTOR, ELECTRICAL CON TRA C TOR SHOULD SUBMIT A PPL I CA TION TO PSE TO ENERGIZE THE STREET LIGHTING. ELECTRICAL CONTRACTOR SHOULD CONTACT THE CITY ELECTRICAL INSPECTOR FOR FINAL INSPECTION AFTER STREET LIGHTING HAS BEEN ENERGIZED. I Call 2 Working Days Before You Dig 811 Jtilities Underground Location Centei [lD,MT,ND,OR,WA) -1 T' WAs /V OR TH WEH T TPA FF/C EXPER TS � � 30251 11410 NE 124th St., #590, Kirkland, WA 98034 FS'-�/ONAL- �NAL Phone:425.522.4118 Fax:425.522.4311 NO. LEGEN D LED PEDESTRIAN LUMINAIRE AND DECORATIVE POLE ROADWAY LUMINAIRE AS BUILT 4/30/20 CONSTRUCTION NOTES OINSTALL NEIGHBORHOOD STREET PEDESTRIAN LUMINAIRE FIXTURE AND POLE PER STANDARD PLAN 116.1, CONCRETE FOUNDATION, AND ASSOCIA TED JUNCTION BOX PER DETAILS ON SHEET 2 AND 3, AND LUMINAIRE POLE SCHEDULE. INSTALL ELECTRICAL SERVICE CABINET # XXX PER DETAILS ON SHEET O 3, L OCA TED ON 160TH A VE SE A T APPROXIMA TE S TA TION 22+ 11, 22.0' RT COORDINATE WITH C. O.R. ERIC CUTSHALL, TRANSPORTATION MAINTENANCE MANAGER 425-430-7423 FOR SERVICE INSPECTION. CONNECTION TO BE MADE BY THE CON TRA C TOR AFTER I NSPEC TION. LABEL STREET FACING SIDE OF CONTACTOR CABINET WITH ADDRESS LOCATION FOLLOWING COR STD. PLN. 122.7. 3 INSTALL TYPE 1 JUNCTION BOX WITH CONCRETE PAD PERFOLLOWING O CDR STD. PLN. 120. Z � WIRING SCHEDULE CONDUIT RUN ZL CONDUIT SIZE CONDUCTORS NOTES 1 2.0 PVC SCHEDULE 40 2-#8, 1-#8 GREEN 2 2.0" PVC (SCHEDULE 40) 2-#8, 1-#8 GREEN 3-#14 PHOTOCELL 3 2.0" PVC (SCHEDULE 80) 2-#8, 1-#8 GREEN 4 2.0" PVC (SCHEDULE 40) PSE POWER 5 2.0" PVC (SCHEDULE 40) PULL STRING LUMINAIRE SCHEDULE LUM. N0. POLE ID. NO. CIRCUIT NO. LOCATION CPS COORDINATES OFFSET (FEET) LED LAMP WATTAGE MAST ARM (FEET) MOUNTING HGT. (FT.) STANDARD PLAN # LA LONG 1 5047A44 A 160TH AVE SE 21+75 1320533.6384' 176233.2845' 21.0' RT 44 NA 14' 116.1 2 5048A44 A 160TH AVE SE 22+84 1320534.2844' 176341.7315' 21.0' RT 44 NA 14' 116.1 3 5049A44 A 160TH AVE SE 23+94 1320533.7298' 776451.8143' 21.0' RT 44 NA 14' 116.1 4 505OA44 A ROAD A 10+79 1320592.0280' 776290.8500' 17.5' RT 44 NA 14' 116.1 5 5051 A44 A ROAD A 11 +38 1320652.2206' 7 76324. 7111 ' 17.5' LT 44 NA 14' 116.1 6 5052A44 A ROAD A 11+93 1320706.1008' 776287.3447' 17.5' RT 44 NA 14' 116.1 7 5053A44 A ROAD A 12+50 1320765.6620' 776316.4637' 17.5' LT 44 NA 14' 116.1 8 5054A44 A ROAD A 13+04 1320814.1877' 776274.5352' 17.5' RT 44 NA 14' 116.1 9 5055A44 A ROAD A 13+57 7320870.6994' 776300.2319' 17.5' LT 44 NA 14' 116.1 10 5056A44 A ROAD A 13+99 1320899.0693 176262.3150' 17.5' RT 44 NA 14' 116.1 11 5057A44 A ROAD A 14+86 1321012.0870' 776257.2060' 45.6' RT 44 NA 14' 116.1 12 5058A44 A ROAD A 14+92 1320981.6980' 776339.7874' 47.0' LT 44 NA 14' 116.1 13 5059A44 A ROAD A 15+55 1321044.1099' 776330.9842' 15.2' LT 44 NA 14' 116.1 - - - - - PVC CONDUIT (SEE WIR+NG SCHEDULE) ® TYPE 1 JUNCTION BOX WITH CONCRETE PAD ® SERVICE CABINET AWIRE NOTE O CONSTRUCTION NOTE REVISION SURVEYED: DESIGNED: VJG 5/8/19 DRAWN: VJG J G 3/15/19 LDH CHECKED: LDH BY DATE APPR APPROVED: LDH NOTES: POLE ID NOS. ARE TO BE PROVIDED BY THE CITY AT TIME OF CONSTRUCTION. 40 0 40 80 scale feet SCALE: 1"= 40 ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/1991 DATU M CPS COORDINATES SHALL BE PROVIDED IN THE AS BUILT PLANS CITY OF RENTON Planning/Building/Public Works Dept. T-405405 IN COMPLIANCE WITH CITY OF RENTON STANDARDS CEDARS AT THE HIGHLANDS 14120 160TH AVENUE SE RENTON, WASHINGTON ILLUMINATION PLAN 1-16-19 FlELDBOOK: - PAGE: _ DRAWING NO: IL1 1 OF: Z U) 0 z Q J 0 W 2 Q Q 0 W CU '� L J 0 I N I O rr r) Z J �r V 2 LU 2 a rr Q r) LU U D6DuSign Envetopte ILI: 5n308AIA 204D-48E8-BB23-8A2834BB T�AiNT SPE'.°FIGATTONS ALL Ad.11MINUM MI AIRE AND POLE RELATED PARTS SHAU•_ HE FACTORY- '" IJ€D AND POWDER COATED. -,'iNISH CC L ?: HAL 9OOSTX "JE; BLACK' FREST GE SERIES (CYl 14) LED POST-TCP LUMINAIRE lWATTA E PER PLAYS, 4,000K CCL ,20-277V LNIVERSAL DRIVER, WITH VS3AR--- RINSED ACRY-IC LENS) BY CYCLONE. (OR A??ROVED EQUAL). DRIVER WILL BE INTEGRAL TO THE FIXTURE. TERMINAL BLOCK LOCIT'D N':HE FIXTURE STREET LIGHT STANDARD UE Ai_ NUMB M NG PER: SID PLAN 121 14'-0' FLUTED SHAPE, T DIAMETER; S-RAIGH. ALUMINUM PDX (PD15-L4 BD4E-RAL9CO..TK-TN43) BY CYCLONE (OR APPROVED EQUAL) INSTALL GROUT. MVDF 1/2CIA _.. _.. TUBE T?HRMH GRI 3/4" CFAMFER 6 HIGH. FOUNOARON:CAP 2%V HMWOLE DECORATIVE ALd1kJ4A;L1 -A1: BASE (;FM RD-46 BY:C ORIIT (OR APPROW EQUAL) PDLE.3kZ PER'. DETAIL, THIS SHEET FOUNDATION PER DETAILS, THIS S11EET POLE ELEVATION PUBLIC WORKS DEPARTMENT Envelope ID: -: (4) OVAL SLOTS ,A �V La° BASE PLATE DETAIL 24" 8 ` 15 BARS, 2' CONDUIT UNLESS - (EVENLY SPACED STATED OTHERWISEON PLANS CENTER CCNCUIT III M)UNDATIGN BOLT CIRCLE--(DIA PER BASE PLAT DETAIL, AtdGNDR BOLT TIAS SHEET)- #4 1HO3PS ffi t2". FOUNDATION SECTION 2. 1ODNDU1T UNLESS GROUND PW_ TO - .STATED OTHcRWTSE ON PLANS FOUNDATIOU 6' FOUNDATION CAP- 3/4" CHA;IFER (TYP)- EXTEND THE CONDUIT 6'4.0 BEYOND FOUNDA._L.N OR -(HE CONTROLLED DENSITY EACK17ILL #4 HOOPS 012 8 - /5 BARS, EVENLY SPACED 2 1/2' CUR' z -" AIN. BOLT .• ,�cTIoN i m la G 24' FOUNDATION DETAIL 7/8 DIA fTY�) �, 'T/4 STEE4 PLk�£ sal T QIRCLE _((��rA 'PER $A� .PLt,°TE DETAIL, TH.S. E1 ANCHOR BOLT TEMPLATE. DETAIL ALE EIASE €1ETAi~ ANCHM BDIL'; ? TCFAL. 3/4" A]IA (T*): HEX NUTS, STEEL (6 REVID PER ANCHOR BOLT), FLAT WASHERS (6 REO'D PER ANCHOR SOLT) ANCHOR BOLT ASSEMBLY DETAIL. FOUNDATION DETAILS' NEIGHBORHOOD STREET PEDESTRIAN LUMINAIRE FIXTURE ,HAND P0LIE DETAILS T I, 1, a" ,i"IIt _ OINmim ' NOTE: SONATJBE SHALL NOT. BE ALLQWED FOR FOUNDATION CONSTRUCTION STD. PLAN - 116.4 A ROVED; GAZ 3j13./2:D19 I1.4 1 -G' 9 C / _UOWRE POLE JUNUFION BOX UUJNAIRF F )I,F, ll1NCTI0N BOX. CONCRETE PAD CONCRETE SIDEWALK PLAN VIEW PLAN VIEW PER STO PLAN 102 SIDE VIEW LUMINAIRE' CONCRETE PADDETAIL CMNERALJ QZ.55.. 1, LUMINAIRE CONCRETE PAD SHALL BE USED IN AREAS OUFSOF, OFSIDEWALK 2. CONCRETE CLASS FOR LUMINAIRE CONCRLTL• PAD SHAI;L BE PER STD PLAIN 135 3. TOP OF LUMINAIRE FOUNDATION ELEVATION SHALL BE LOCATED AT BCTFOM OF LUMINAIRE CONCRETE PAD ELE-VAIION OR BOTTOM O= SIDEWALK E.LE,VATION. 4. LUMINAIRE PCLE AND JUNCIIUN, BOX TYPE PER PLAN 5. L'UMINAIRE'CORCRETE PAD ACCOMMODATES TYPE 1 AND TYPE 2 JUNCTION BOXES ONLY r1 Call 2 Working Days Before You Dig 811 tilities Underground Location Cente (ID,MT,ND,OR,WA) LUMINAIRE POLE CONCRETE SIDEWALK. PDR STD PLAN 102 1 I JUNCTION BOX 1i LUMINAIRE CONCRETE'. --1------- -- FOUNDA.TION'. SIDE VIEW LUMINAIRE WITH SIDEWALK?DETAIL CONCRETE PAD f 1'-O„ JUNCTION PDX.--/'f FLAN VIEW! I CONCRETE PAD JUNCTION BOX SIDE VIEW INDIVIDUAL JUNCTION BOX PAD DETAIL LUMINAIRE CONCRETE PAD/.SIDEWALK AND. JUNCTION BOX CONCRETE PAD i -- INSTALL DECAL NI.lMBERS VERTICALLY. INSTALL IN DRY WEATHER, 50' F OR ABOVE NUMBERINGEXAMPLES C5[2 -.F__,_-_..-----------LED TYPE WATTAGE F- ILI- <_7 Li {- z TRAFFIC now , CD Mi I PLAN Y i r'W I I FOR STD PLAN 117.1 FOR STD PLAN 116.1,117.2,117A { TtY 2" 0,88" o CN I' DECAL: 1 REFLECTORIZED GOTHIC GOLD OR WHITE i LEGEND ON BLACK BACKGROUND o a I S,REET LIGHT- STANDARD STD, PLAN- 121 i PUBLIC WORKS I DECAL NUMBERING SYSTEM A,�IPROV DEPARTMENT I ✓$ 1 DATE D(kmSign Envelope ID: 5G3O&h1A,204D 48E8-BB23,BA2854BB585E FUSE KITS QUICK 1 REFER TO WSDOT LOCKING DISCONNECT 10 AMP IN LINE FUSE KITS S.E.C. OR EQUAL -TO LUMINAIRE LIB STANDARD DUTY I JUNCTION BOX TYPES 1 & I GREEN INSULATED WIRE 2 STANDARD -PLAN J-40.10 i TO FIXTURE GROUND LUG GROUND LUG SPLICE KITS CLEAR EPDXY SPLICE KITS ON ALL THRU WIRE RUNS - CONCRETE PAD OR SIDEWALK PER STD PLAN 120 24-(MIN) COVER #$ BARE COPPER II it GROUND WIRE GROUND k CLAMP II it i II j 1 -#8 EQUIPMENT GROUND 2" PVC CONDUIT I fI J WIREW/GREEN INSULATION FROM SERVICE CABINET CONCRETE FOUNDATION i 2 - LIGHTING SYSTEM = 5j8%B' COPPER CLAD WIRES TO CONTACTOR GROUND ROD (SIZED AS REQ'D.) NOTESI _ i, THIS DETAIL DEPICTS THE RAS1O LUMINAIRE ELEGTRCCAL WIRING SYSTEM..ADDI , AL ELECTRICAL I wmPmENT MAY VARY. 2. MINIMUM GROUND WIRE SIZE .SHALL BE #% AS SHOWN ABOVE IF CURRENT CARRYING CONDUCTORS ARE LARGER THAN #8, THE MINIMUM GROUND WIRE SIZE SHALL MATCH THE LARGEST WIRE SIZE OF THE .CURRENT CARRYING CONDUCTORS. 3 EQUIPMENT GROUND WIRE &BARE WIRE SHALL BE SECURELY FASTENED TO THE GROUND LUG INSIDE THE POCE HANDHOLE. ALL :BONDING & MOUNDING 'CONNECTIONS SHALL REMAIN ACCESSI@LE FOR INSPECTION AND MAINTENANCE. 4. IF THE FIXTURE MANUFACTURER HAS MADE PROVISIONS FOR THE AT.ACHMENT OF ,A GROUND WIRE, A GREEN INSULATED WARE OF THE SAME SIZE SHALL RUN FIZl3M THE FIXTURE TO: THE GROUND LUG INSIDE THE POLE HANDHOLE, r THE FIXTURE MANUFANURERt HAS A GROUND LUO A J8 GREEN INSULATED WIRE SHALL BE RUN FROM THE FIXTURE GROUND LUG' TO THE POLE :MOUND LUG. Y LUMINAIRE ELECTRICAL. STD. PLAN - .119 t PUBLIC WORM TiJ"R,ING SYSTEM PROVED: DEPARTMENT GAZ 3/13J2U19 1 1: DATE DowSign Envelope ID: 03MIA-204D-48E8-1319123.HA283468565E �I - I i-- .W dW TO. PLUFAH SHItC`YO.' PLdMO 'SEE' NOTE:3=E. �_:E NOTE 3 Doom$ign FnV.el#4w Il?:5D300A1A-244D-4#3ES-OB23-OA2834BB565E GENERAL DOTES: I., :ALL TRANSPORTATION INFRASTRUCTURE FEATURES ARE TO BE MAINTAINED ON LEVEL GRADE IF THE SURFACE LEVEL FROM CONSTRUCTION IS CHANCED (I. E. JUNCTION BOXES, LUMINAIRE ROLES, TRAFFIC SIGNAL, POLES, SIGN POSTS,): .. ALL: OTHER TRANSPORTATION INFRASTRUCTURE SHALL BE PROVIDED TD BE ON LEVEL GRADE ONCE CONSI"T[014% COMPLETE 3, ALL EXISTING OR PROPOSED TRANSPORTATION FEATURES WITHIN THE PROJECT CONSTRUCTION LJIa1IRS SHALL WET 'CURRENT ADA STANDARDS(LF, JUNCTION BOXES SHALL HAVE ICON -SKID LIDS). 4. ALL NEW TRAFFIC SIGNAL'S (SHALL BE CONSTRUCTED WITH FIBER COMMUNICATION CONNECTION TO CITY OF RENTON TF2ANSPORTATlON FIBER OPTIC; NETWORK, 5A ALL TRANSPORTATION ASSETS THAT ARE TO BE REMOVED AND THEN REINSTALLED AT A LATER GATE DURING CONSTRUCTION SHALL BE RE -INSTALLED TO CURRENT STANDARDS. G. SIGNAL POLE; LUMINAIRE, AND CABINET FOUNDATIONS SHALL BE CLASS 4000P CONCRETE. 7. ALL PROPOSED SIGNAL DOLE FOUNDATIONS AND EXISTING MODIFTD SIGNAL POLE FOUNDATIONS SHALL INCLUDE A CONCRETE PAD AROUND THE FOUNDATION. PROPOSED OR EXISTING SIDEWALK SHALL BE CONSIDERED PART OF THE FOUNDATION PAD, FOUNDATION PAD SHALL. BE AT LEAST 2 FEET OFFSET FROM THE SIGNAL PULE FOUNDATION., AS SPACE, ALLOWS, 8, WHEN THE TRAFFIC: SIGNAL IS OPERATIONAL, VEHICLE DETECTION SHALL BE :MAINTAINED AND REMAIN FUNCTIONAL. NEW PERMANENT/TEMPORARY VIDEO DETECTION SHALL BE INSTALLED AND C ERA1iQNAL PRIOR TO DESTROYING' ANY EXISTING VEHICLE DETECTION, 9. ALL TRAFFIC SIGNAL SYSTEMS, ILLAJMINATION SYSTEMS, OR OTHER ELECTRICAL TRANSPORTATION SYSTEMS ARE SUBJECT TO INSPECTION BY .CITY OF RENTON TRANSPORTATION OPERATIONS MAINTENANCE, DEPARTMENT PRIOR TO FINAL ACCEPTANCE. CONTRACTOR TO COORDINATE INSPECTION WITH THE TRANSPORTATION OPERATIONS MAINTENANCE MANAGER OR OTHER TRANSPORTATION OPERATIONS MAINTENANCE REPRESENTATIVE TRANSPORTATION EMOTES STIR. PLAN - 135 PUBLIC WORKS IEPARTMENT GA OVED 3/13/2019 1 4' _ DATE fJC7E5 3. V g� ER IJNDR7(LiM.?+}L/,_ pnv FYI itNN. G' SYq OF PAA,D'Ya.P Fi-. N'TTI sP LI€ dr#tl R _ TDIA ,irND 91D AT 'T'. MgilFiT VP �jtdJ, ee Fl � Ry '. CONC .CI . ��T 11161.. -C.3 T ,3N, ,ReM1�F1T$ � 9-141 i,Y TwE Y CJ;1 710N.4` 2. PAt£ laalmi tJEKCN T§ YYe(sAL- A, F4 1* r 1.+ U4. a ,Y^yR¢€N #1E.Q€6A. ,Aiw ANI] 4Wr Tit 41 =11110 . 1 � �1HMnRO HTMo riff, e�NCs�INPL� RI�Kof�k A I. F, CQNC&'t7' S;ft,HY>Tt'Tj0RS'FQRt•THE. CONTW"ER,, M.a CQNTACT4R C1pFBTNE35'? XALL BE INST l mu PER: TR E 6CY. PLANS, FWS ONE SIT *AIM CX4zFF7 M FAST THE iFAIA-mTm.. & CGNGMIE: CLASS Veit Vz :PLAN 10''. S. '2` NLIDIT IALI PLACED FEKDI1 " MiSINED. Hf3"_ NTAGTCIR TIi tt� c®wY�i.�R I;Adlilex. ' 8, EACH.GAfWUEt "- 11 MRLE A 3E' .DrAPAF,IER 41A'STHO DRA,h .PIPE. 9: LWATE THE URNETS: 13:: MEH ALL TNR€E GAUNM. ARE M AR .IDI;STALUW- & W 5P.IM. AL014*.. A .GQT,181-WO. 713*00TIQN SNAIL BE SCSER- H7: wk1HEA :aIRM.S SHRLL w.tom.Lfam: 12x 66tSSJnDmiC:;3liACL eE MR. VWW itTANUARD PLAN J- W.WA SkllF.e� 3. I...........J '. �a.. 11. .5 aHLf Y4?3i !(dl3 .(EQUAL ?.AxA@ESD;-'. I I ;I C r1r �9_ i614 .I.T id T" �1Yk -`Y� :3 - #c AWIUtimc DAR'.(EWrIAL SPACES} .. .... -... ..-.... .3j6" DIAME7ETt: P.L:ASOC DRAIN .([N€ Pi_R CA811RET)' SEE NOTE 7 DIAMETER PLR4TJC. ORAN -- Fy. lN t 3(' .LaWlvf4 COMBINED. FOUNOAMNi �. REINF BAR' DI#;'RA#at; v �EQka` A _�a BFJN a ^16 RIK j I p4 ( 1 , (ar. R mp 10 10, .TWA +'OMED .-;tiTRE7: .Faa��it.,E•...�_2N T'� n:.,_F �n 3:a T;ry_ CABINET FOUNDATION P47B= WORK$ DETAILS t ..I,t ARTRENT. PLAN ^• 126.2 8/13/2019: 1 A AS BUILT T-405406- IN COMPLIANCE WITH CITY OF RENTON STANDARDS � �o'S A j F w sD NL7 \ TH WES SURVEYED: SCALE: DATE: VERTICAL: NAVD 1988 CITY 0 � CEDARS AT THE HIGHLANDS 1 -1 6 -19 1 "- 40' HORIZONTAL: NAD 1983/1991 TPA FF/C EXPERTS � � DESIGNED: FIELDBOOK: - 30251 �� VJG RENTON 14120 160TH AVENUE SE PAGE: 11410 NE 124th St,, #590, Kirkland, WA 98034 �Fs1 / ISTE� 2 COR REDLINES vJG 5/$/19 LDH °�"W" VJG ONE INCH DATUM RENTON, WASHINGTON DRAWING NO: ANAL 1 COR REDLINES VJG 3/15/19 LDH CHECKED: AT FULL SCALE Planning/Building/Public Works Dept. IL2 Phone: 425.522.4118 Fax: 425.522.4311 IF NOT ONE INCH ILLUMINATION PLAN 5 - 8 -19 N 0. REVISION BY DATE AP P R APPROVED: SCALE ACCORDINGLY SHEET: 2 OF: Z LDH J I - a 0 2 r� V Z Z a J (_/) Z L LI L LI Ir 0 a J n rr 0 2 C%) CEDARS AT THE HIGHLANDS - EXISTING CONDITIONS Iq Ln 0 1 0 1 uu i �N) v) V(S) III II II II 8 • I I 0 PROPERTY BOUNDARY 1 ° (2)20"E _ II I 25"D / 10"E ° ° 12"D \ \ 28"E 8» 36"E 28"E 12"D "VE8" „ I 1` 12"p SO 42"E 52"D i' 2 p ° ° 12"D 12"D 10 D 32 E 32 D » ° » 24 D ° 36 E ° ° 12 D 28„ 12"E 22"E J 0,"12"E 14"D ° 36»D 48 E 18"E 44"E / 16"E16"D ° » 10" » 24 E 14"D ° 004" 1 "E 6 E 16"D%4 D 14"E 36"p 4"D ` I 4'8 E 4�,=E 0 ° 6»p 4ol 10"E 18"E " 0 If I ° / 1° D 18 E 48» 14"E POE 1234 E o ° 8»D8 D10»E 12"D 16'q�— 38"E / 22"D 16"D 14"D C) / � I I ° ° 28»p -0I ° 16"E 30"E 124"D ° 18"D 16\ \ I I i ° 38 D I 34"D 3 "d 112",14"D I I ®I (2)26"E ° ° 18"D C) C) ° ° 16"p 26"D 0 / 24"D 14"D 11 0 20 D 6"D 24"E \` 28"E 8",12",14'/D 10"D ° 14 ,18 D 0 0 ° » EXISTING STRUCTURES 10"D 6 °° 10, " D it 4»D 12"D o ° :\� 2 1� o D , "8,»10,,,123D6 D (2)12"D A-8 \ / -2 C AL A-9 A-10 WETLAND _ AA-1 14»D �'E 1 16 ,18", 214"D 5' A7 \\ 8 "12' 4"D I 1 \ 32 E \ #4 SSMH RIM=425.61 IE DROP=417.21 8"PVC (N,E,S) CTR CHANNEL=403.90 WETLAND A CATEGORY III — 100' STANDARD A8 BUFFER 1hZ,24' I� 75 REDUCED BUFFER BARN \ �3 3 .� I X ol \ 14 PER RENTON MUNICIPAL CARP O T \ \ A2 CODE 4-3-050 1 (1) ° D \ 6„E X 18 1 > � I1i 0 811D E 12- E x `� � 42"E 10"D 1 0 0 6„E 42 11 1 l 20»D X (2)28»D ' ° 1 10 D 6"D � 12"D (- 0 »D 8"D 10"p L c �� 38"E ° I 24"E 8"E 10"D 8 D 14"D 0 6"D 10 D �24"E ° 8 D ° 8",10"D 28"D 12" - - - - - S 60»D J SSMH 14"E I 16"D ° 26p, 16"E ' \p 24"D ° t)22"12622D 0 2 10"pRIM=421.45 �»0 10 D 8 D� 22 E� r __8 PVC (N,S)12 E�y _28" 80D 10 D 16"E 22"E J ° 10"D30"D °, 12"D �C J CTR CHANNEL-403.70 / ° 8„D/ » o 24"E _ 6» (2)B;,,Q 10„E 6»D 12"D 20"E 1 2°gyp 8"E 1 "E 14"D - f16",22"D 244 \ 6"D U0 0 ° 6°D 10"D 10"D 611D 26" E / 26"E bS''E 12"D 12"E 14» E 10 E 32" 6»p 10"E 8"E 8"E 12»D 26"E AW 8" 34"E ° s"' 10"E 30"E 10"E 20'E ° 14"D 8"E 20"E 10"E 20"E II 24"E 20"E 12 E gal 0"E 6»D „E II 2 POE E 8»p ° ° �»ly II 10"E •� 8"E . II I 6"D 6"D 22"E 32"E 30"E 12"E 12»D ° 28E 8„ g„E 30 E ° X A PROPERTY BOUNDARY 1o"E FOUND 3" HEXAGON HEADED BOLT 0.2'S. X 0.2'E. OF P.C. 6y7ISIN 16"E I 20"D ° , 8 "10 "14"E l ° \ 10"D 14"'E J 6", 8",10"D Y16»,10"D o 16"D 22"� (�J /L4„ D ° %60"E / » 6»p 16»E (2)187D , � 0 8,"14"E 6"D 20 24 °24"D 32"D" J 14 C� q24"E 22"D 16 "32"D ,� ° 3.1 0D ' , / 18"E ���W/��20"E 0 14 D 26 E "Y4 / 24/E/ a II 6"D II1 / /10_E 8»D 14»D 18"E 14"D - � ° / �30"E � � / 36"E 0 - 10",12",16"D (2)28"E / J 18"E / 12"D D ° 811 DDT / 6",24"D Ile/ ° ° 1 0 1-1 � -' 6,"10,"12," 14" D 16"D 4"E ° ° ...r ° 16 E 16" 10"E E SHED SHED CONC WALL 14"D 14" D ° C). 0 40"E � ° 10"D / 12"D ( I32"E V \ (2)12"D 8"D 14 E 8,"1 2!D ° 12"D 32"D/ 8D�__� �I II III 0 30 60 I n1 II 111 1 11 GRAPHIC SCALE n Ir , I I"=30' II(ON 22" X 34" SHEET) AS BUILT R-405427 120 M M �D N M M N M N O C 0) rQ N 0 00 �Q LnLn Q N N t u n_0 c O � U lQ 0 LL U) L7 �i w Z C7s = ~ g� ,0y.s ��- { y u: _ 0 = LLI 'm -Z C2 U ❑ W z W v n �° C� D N N U A Lo " CO,, E C N �F E W w Oo J xx c ON 0-4 DATE: 3/06/2019 JOB: 1155.0024 BY: DB & DS SCALE: SEE GRAPHIC SHEET 1 OF 4 CEDARS AT THE HIGHLANDS - PROPOSED PROTECT Iq Lo O O uu i LOT LINES —_-i EXISTING STRUCTURE ALLOWED UNDER PROPOSED TEMPORARY USE PERMIT 1,910 SQ. FT. (DASHED BLACK BOUNDARY) TRACT IIA J I UKM UKAINAUL - 5,308 S.F. I WETLAND A CATEGORY III 75' REDUCED BUFFER PER RENTON MUNICIPAL CODE 4-3-050 1 (1) BUFFER REDUCTION AREA 7,741 SF 30 60 GRAPHIC SCALE i"= 30' (ON 22" X 34" SHEET) 120 AS BUILT R-405428 ro m m m N m N O ri N rq 0) co >< d N N n� ra ui %o �,e OLi N i] w Z Qf = ul i�ac ■ N t y�u:V r = __ w w �u°'�, z� ❑ W z w O v C00 H c � A� z a3 .� w 0o N �o w 7:5 N � w� o Eo O0 Lo xx oON DATE: 3/06/2019 JOB: 1155.0024 BY: DB & DS SCALE: SEE GRAPHIC SHEET 2 OF 4 CEDARS AT THE HIGHLANDS - BUFFER ENHANCEMENT PLANTING PLAN Iq LO O 1 0 1 UU REDUCED BUFFER ENHANCEMENT PLAN SCALE: 1" = 15' (ON 22" X 34" SHEET) -I_k1, .'hI. R O CONIFEROUS TREES 75' REDUCED BUFFER 0 WN91r �Mweldd*1111_ .�7 O O , �1� OO is ,•_ o r 1►= a _ O ZVI �-' eyiYj �4� r TEMPORARY USE AREA � WITHIN BUFFER 1,910 SF (BLACK DASHED � \ BOUNDARY) / EXISTING TREES TO REMAIN (TYPICAL) NATIVE PLANT SYMBOL LEGEND TREES o PI CEA SI TCHENSI S l SITKA SPRUCE PSEUDOTSUGA MENZIES/l / DOUGLAS FIR THUJA PLICATA l WESTERN RED CEDAR SHRUBS CORNUS SERICEA l RED -OSIER DOGWOOD O GAULTHERIA SHALLON / SALAL O LONICERA INVOLUCRATA l BLACK TWINBERRY MAHONIA AQUIFOLIUM0 / TALL OREGON GRAPE O PHYSOCARPUS CAPITATUS l PACIFIC NINEBARK POLYSTICHUM MUNITUM WESTERN SWORDFERN O RIBES SANGUINEUM l RED FLOWERING CURRANT ROSA NOOTKANA l NOOTKA ROSE ORUBUS SPECTABILIS + SALMONBERRY O SAL/X HOOKERIANA l HOOKER'S WILLOW BUFFER / DRY SOIL SEED MIX THROUGHOUT BUFFER AT ALL DISTURBED AREAS 20 a �kw'" ; V FIA WETLAND A CATEGORY III 1/F O � � ����� � �! ��� �,��►,� ram, Mir AR 0 i 15 30 GRAPHIC SCALE 1"=15' (ON 22" X 34" SHEET) •• NATIVE PLANT SCHEDULE Plant Name Phase I PLANTING AREA Subtotal Phase I Phase II PLANTING AREA Subtotal Phase 11 Project Totals Spacing Size Condition Planting Area Scientific Common Plant Status Outer Buffer Enhance-ment Area (Sq Ft) Inner Buffer Enhance-ment Area (Sq Ft) Outer Buffer Enhance-ment Area (Sq Ft) Inner Buffer Enhance-ment Area (Sq Ft) Trees SF: 5,855 7,696 13,551 1,587 323 1,910 15,461 Picea sitchensis Sitka spruce FAC - 6 6 - - 0 6 10 - 12 ft 3 gal. Bare root Moist Pseudotsuga menziesii Douglas fir FACU 6 1 7 2 - 2 9 10 -12 ft 3 gal. Bare root Moist Thuja plicata Western red cedar FAC 3 6 9 1 1 2 11 10 -12 ft 3 gal. Bare root Moist Total 9 13 22 3 1 4 26 Shrubs/Herbaceous Plants Cornus sericea Red -twig dogwood FACW - 38 38 - - 0 38 4 - 5 ft 2 - 4 ft Bare root Dry/Moist Gaultheria shallon Salal FACU 19 - 19 5 - 5 24 4 - 5 ft 2 - 4 ft Bare root Dry Lonicera involucrata Black twinberry FAC 19 - 19 5 - 5 24 3 - 5 ft 2 - 4 ft Bare root Moist/Wet Mahonia aquifolium Tall Oregon grape FACU 31 - 31 8 - 8 39 4 - 5 ft 2 - 4 ft Bare root Dry Physocarpus capitatus Pacific ninebark FACW - 27 27 - - 0 27 3 - 5 ft 2 - 4 ft Bare root Moist/Wet Polystichum munitum Western swordfem FACU 82 16 98 22 4 26 124 4 - 5 ft 2 - 4 ft Bare root Moist/Wet Ribes sanguineum Red -flowering currant FACU 19 - 19 5 - 5 24 3 - 5 ft 2 - 4 ft Bare root Dry Rosa nutkana Nootka rose FAC 19 - 19 5 - 5 24 3 - 5 ft 2 - 4 ft Bare root Dry Rubus spectabilis Salmonberry FAC 13 32 45 4 4 8 53 4 - 5 ft 2 - 4 ft Bare root Moist Salix hookeriana Hooker's willow FACW - 11 11 - - 0 11 3 - 5 ft 2 - 4 ft Stakes Moist/Wet Total 202 124 326 54 8 62 388 Dry Soil Seed Mix 30 lbs/acre (all disturbed buffer areas) % by wt. A rostis exerata Spike bent ass FACW 10 Descbam sia ce itosa Tufted hairgrass FACW 10 Deschapsia dantbonioides Annual hair ass FACW 10 Descbam sia elon ata Slender hair ass FAC 10 El mus laucus Blue wildrye FACU 25 Hordeum brach anthemm Meadow barley FACW 25 Lu inus oly b llus Streamside lupine FAC 10 Total 100 1 - Scientific names and species identification from Flora of the Pacific Northwest (Hitchcock and Cronquist, 1973). 2 - Over -sized or container plants are suitable for replacement pending project biologist's approval. 3 - Final plans are subject to regulatory approval. 4 - All disturbed buffer areas to receive Dry Soil Seed Mix. 5 - A planting density adjustment in some locations may be appropriate based on retention of existing native vegetation and density of invasive species. BUFFER INTERIOR (INNER 45') POCKETS OF DENSE SHRUBS (PRIMARILY) PLANTED IN AREAS WHERE INVASIVES HAVE BEEN REMOVED AND BETWEEN EXISTING TREES (TREES, SHRUBS AND SEEDING) 77696 SQ. FT. BUFFER PERIMETER (OUTER 30') DENSE PLANTING TO PROVIDE SCREEN FOR WETLAND (TREES, SHRUBS AND SEEDING) 5,855 SQ. FT. NOTE: PLANTING DENSITY AND LOCATIONS WILL REQUIRE ADJUSTMENT IN THE FIELD TO ACCOMMODATE EXISTING NATIVE VEGETATION TO REMAIN. AS BUILT R-405429 ro m fir, M N N " O r. r. N rq co co > ¢ �n n d N N n: r� C:) ui o w z m= z __ z V) +' LH�D N > W 'Q, W p�vLU zV) ❑ W � w 0 v 00 M 00 C� N N 'c c A L'r7 W ch C1 E � N a) o cry E W Cn .o O ❑ w J xx o � DATE: 3/06/2019 JOB: 1155.0024 BY: DB & DS SCALE: SEE GRAPHIC SHEET 3 OF 4 CEDARS AT THE HIGHLANDS - PRELIMINARY BUFFER ENHANCEMENT PLANTING PLAN qq LO 0 0 uu SPLIT RAIL FENCE DETAIL NOT TO SCALE 4' 2' MIN. 6" MIN. 12" DIAMETER $, ROUGH CEDAR TRLANGU1.ARi 811 12" TO 16" — 4"X4" ROUGH CEDAR POST (TRIANGULAR) CRUSHED SURFACING TOP COURSE (CSTC) NOTES: 1. POSTS AND RAILINGS ARE PRECUT FOR ASSEMBLY. 2. 3 RAILS ARE PERMITTED. POSTS ARE PRE -DRILLED FOR FENCE RAIL INSERTS 4" TO 6" ROUGH CEDAR RAIL 3. FENCES SHALL BE PLACED AT THE APPROVED BUFFER EDGE. NGPA SIGN DETAIL NOT TO SCALE 5' NATIVE GROWTH PROTECTION AREA 7H1S NERA D ND UIRM BUFFER ARE PROIECUED ro mPro NfNNIWIE,ER aUwm -40 12"x18" PLASTIC SIGN WITH WHITE VMIJAM , ,xNNN REFLECTIVE BACKGROUND SEE DETAIL, BELOW -40 44 PRESSURE TREATED WOOD POST WITH 1 /2" CHAMFER AT TOP m e SLOPE CONCRETE TO DRAIN AWAY FROM POST II I II a 1I I I� CONCRETE COLLAR 3 MIN. iI I li T i1 A I Ii T 6" DEPTH CRUSHED ROCK 12" MIN. SIGN POST DETAIL NATIVE GROWTH PROTECTION AREA THIS WETLAND AND UPLAND DUFFER ARE PROTECTED TO PROVIDE WILDLIFE HABITAT AND MAINTAIN! WATER QUALITY. PLEASE DO NOT DISTURB THIS VALUABLE RESOURCE. SIGN DETAIL TREE AND SHRUB PLANTING DETAIL (TYPICAL) NOT TO SCALE LOCATOR LATH (IF SPECIFIED) SET TOP OF ROOT MASS /ROOT BALL FLUSH WITH FINISH GRADE OR SLIGHTLY ABOVE 3 to 4 INCH LAYER OF MULCH - KEEP MULCH MIN. 3" AWAY FROM TRUNK OF SHRUB NI C)T F.q- 1. PLANT SHRUBS OF THE SAME SPECIES IN GROUPS OF 3 to 9 AS APPROPRIATE, OR AS SHOWN ON PLAN. AVOID INSTALLING PLANTS IN STRAIGHT LINES TO ACHIEVE A NATURAL -LOOKING LAYOUT. 2. EXCAVATE PIT TO FULL DEPTH OF ROOT MASS 14 AND 2 X ROOT MASS DIAMETER. SPREAD ROOTS TO FULL WIDTH OF CANOPY. SCARIFY SIDES OF PIT. 3. MIDWAY THROUGH PLANTING ADD AGROFORM TABLET AND WATER THOROUGHLY. 4. BACKFILL TO BE COMPACTED USING WATER ONLY. 5. WATER IMMEDIATELY AFTER INSTALLATION. UNDISTURBED OR COMPACTED SUBGRADE LIVE STAKE PLANTING DETAIL NOT TO SCALE NOTES: il 1. LIVE STAKES TO BE 1 TO 2 INCH DIAMETER 24 TO 32 INCHES LENGTH. 2. USE 1/2 INCH DIAMETER REBAR OR ROCK BAR TO MAKE PILOT HOLE. 3. INSTALL LIVE STAKES TAPER END DOWN WITH BUDS POINTED UP. 4. MINUMUM TWO BUDS ABOVE GRADE. 5. SET LIVE STAKES WITH DEAD -BLOW HAMMER. 6. WATER IMMEDIATELY AFTER INSTALLATION. 0 (D Lu 3: Q O c) m o� o J o < Ico o z r` STORAGE OF LIVE STAKES ALL WOODY PLANT CUTTINGS COLLECTED MORE THAN 12 HR PRIOR TO INSTALLATION, MUST BE CAREFULLY BOUND, SECURED, AND STORED OUT OF DIRECT SUNLIGHT AND SUBMERGED IN CLEAN FRESH WATER FOR A PERIOD OF UP TO TWO WEEKS. OUTDOOR TEMPERATURES MUST BE LESS THAN 50 DEGREES F AND TEMPERATURE INDOORS AND IN STORAGE CONTAINERS MUST BE BETWEEN 34 AND 50 DEGREES F. IF THE LIVE STAKES CANNOT BE INSTALLED DURING THE DORMANT SEASON, CUT DURING THE DORMANT SEASON AND HOLD IN COLD STORAGE AT TEMPERATURES BETWEEN 33 AND 39 DEGREES F FOR UP TO 2 MONTHS. O AS BUILT R-405430 ro m �10 " o 'd' m m CV m O n 7 OD [11 [V °>'¢ OD 00 L � � t• � C fu N O L U � X � Oii c� w z m = z +' LH�0 r {~ U(n> w ❑ W � w 0 v CN Ln +� t � N N 'c c A w "., rn x C� � cLo w xx C� oON DATE: 3/06/2019 JOB: 1155.0024 BY: DB & DS SCALE: SEE GRAPHIC SHEET 4 OF 4 DESIGN CRITERIA VERTICAL LOADS ON VAULT LID; *UNIFORM LIVE LOAD ; = 15OPSF *HS20 TRUCK WHEEL LOADS 13'-6" 14' to 30' TRACTOR FRONT AXLE = 81000 lb. 0 0 o SINGLE REAR AXLE = 321000 lb. FRONT REAR REAR TRAILER ; 0 0 o SINGLE REAR AXLE = 321000 lb, TRACTOR TRAILER ADDITIONAL LOADING TO BE APPLIED ONLY TO THE PORTION OF THE VAULT LOCATED BELOW THE PAVED ROAD SECTION AS SHOWN ON THE VAULT LID PLAN, *FIRE TRUCK WHEEL LOADS 21'-0" FRONT AXLE = 201000 lb, o ® REAR AXLES = 501000 lb. FRONT REAR (DUAL TANDEM) 00 *OUTRIGGER PAD POINT LOAD; DISTRIBUTED OVER 181Ix181I PAD @ 151-011 o/c, = 451000 lb, DESIGN LIVE LOAD, OUTRIGGER LOAD AND TRUCK WHEEL LOADS TO BE APPLIED INDEPENDENTLY AND IN COMBINATION WITH THE SOIL COVER DEAD LOAD, IMPACT & FATIGUE; DUE TO THE LOW SPEEDS OF VEHICLES OVER THE LID, AND THE SOIL COVER OVER THE LID, INCREASES IN VEHICLE LOADS TO ACCOUNT FOR IMPACT & FATIGUE ARE NOT REQUIRED, RAISED GRATED OPENING; 10OPSF UNIFORM PEDESTRIAN LIVE LOAD SOIL COVER FOR LID DESIGN; PLANK MANUFACTURER SHALL BE RESPONSIBLE FOR DETERMINING THE SOIL COVER DEPTHS USED IN THE LID DESIGN BASED ON THE VAULT AND FINISHED GRADE ELEVATIONS AS SHOWN ON THE PERMITTED CIVIL DWGS. SOIL COVER FOR SUBSTRUCTURE DESIGN; THE SUBSTRUCTURE WAS DESIGNED FOR A TYPICAL SOIL COVER OF 1,5FT MINIMUM & 3,OFT MAXIMUM. FOUNDATION DESIGN; FOUNDATION DESIGN IS BASED ON THE FOLLOWING VALUES PRESENTED IN THE GEOTECHNICAL REPORT BY EARTH SOLUTIONS NW, LLC DATED 02-23-17 ALLOWABLE BEARING PRESSURE; 51000 PSF LATERAL EARTH PRESSURES ON DETENTION VAULT; DRAINED LEVEL BACKFILL AT REST CONDITION; 55 PCF EFW ACTIVE CONDITION; 35 PCF EFW SEISMIC PRESSURE COMPONENT; E=6H PSF UNIFORM SATURATED SOIL DENSITY; 125PCF SPECIAL INSPECTION PLAN GENERAL: SPECIAL INSPECTION BY A QUALIFIED INSPECTOR IS REQUIRED IN ACCORDANCE WITH THE 2015 IBC. QUALIFICATION: THE SPECIAL INSPECTOR SHALL BE A QUALIFIED PERSON WHO SHALL DEMONSTRATE COMPETENCE, TO THE SATISFACTION OF THE BUILDING OFFICIAL, REQUIRED VERIFICATION & INSPECTION: THE SPECIAL INSPECTOR SHALL PERFORM THE VERIFICATIONS & INSPECTIONS NOTED IN THE SCHEDULE BELOW INSPECTION & TESTING SCHEDULE TYPES OF WORK FREQ, 2015 IBC SECTION CAST IN PLACE CONC REINFORCING STEEL, PLACEMENT. P 1705.3 INSTALLATION & FASTENING OF PRECAST PANELS P 1705.3 PLACEMENT OF CONCRETE C 1705.3 VERIFYING USE OF REQUIRED DESIGN MIX P 1705.3 TESTING OF THE CONCRETE FOR SPECIFIED STRENGTH, AIR CONTENT AND SLUMP C 1705.3 SOILS VERIFICATION OF SOIL -BEARING CAPACITY; INSTALLATION OF DRAINAGE SYSTEM: C 1705,E PLACEMENT & COMPACTION OF WALL BACKFILL: P 1705.6 FREQUENCY LEGEND C = CONTINUOUS P = PERIODIC SEE REFERENCES AND STANDARDS LISTED WITHIN THE VERIFICATION & INSPECTION SCHEDULE FOR MEANING OF PERIODIC AND CONTINUOUS INSPECTIONS, SUBMITTAL OF REPORTS: ALL SPECIAL INSPECTION REPORTS AND TESTING REPORTS SHALL BE SUBMITTED TO THE OWNER, SITE STRUCTURES AND THE BUILDING OFFICIAL BY THE AGENCY PERFORMING THE INSPECTION OR TESTING, GENERAL CONSTRUCTION NOTES HOLLOW CORE PLANK CODE: SCOPE OF WORK: TYP WALL VAULT DESIGN AND CONSTRUCTION SHALL CONFORM TO THE PROVISIONS OF THE THE WORK INCLUDED IS THE DESIGN, MANUFACTURE AND DELIVERY OF REINF 2015 IBC AS ADOPTED BY THE CITY OF RENTON, WASHINGTON. PRECAST PRESTRESSED CONCRETE UNITS, DESIGN PLANK FOR THE MOST GENERAL DETAILS: CRITICAL OF THE LOADING CONDITIONS AS SHOWN WITHIN THE DESIGN CONSTRUCTION DETAILS NOT FULLY SHOWN OR NOTED SHALL BE SIMILAR TO CRITERIA NOTE, DETAILS SHOWN FOR SIMILAR CONDITIONS, THE MANUFACTURER SHALL SUBMIT STRUCTURAL CALCULATIONS AND DISCREPANCIES: PLACEMENT DRAWINGS SIGNED BY A WASHINGTON STATE REGISTERED THE CONTRACTOR SHALL NOTIFY ENGINEER UPON FINDING ANY DISCREPANCY OR CIVIL ENGINEER FOR REVIEW PRIOR TO FABRICATION, OMISSION IN THE DRAWINGS OR SPECIFICATIONS, ,< THE MANUFACTURER SHALL INSTALL ALL BLOCK OUTS REQUIRED FOR - SHORING & EXCAVATION: STRUCTURAL CONNECTIONS AS INDICATED ON THESE DRAWINGS, NO THE CONTRACTOR SHALL BE SOLEY RESPONSIBLE FOR ALL EXCAVATION OTHER PENETRATIONS ARE ALLOWED WITHOUT THE PRIOR APPROVAL OF N PROCEDURES, INCLUDING LAGGING, SHORING AND PROTECTION OF ADJACENT THE PLANK MANUFACTURER, PROPERTY, STRUCTURES, STREETS AND UTILITIES. WALL BACKFILL. ALL HOLLOW CORE JOINTS SHALL BE GROUTED IN ACCORDANCE WITH THE PRIOR TO BACKFILLING VAULT WALLS THE CONTRACTOR SHALL HAVE PLACED THE LID MANUFACTURER'S RECOMMENDATIONS, PLANKS AND PROVIDED A MINIMUM OF 5 DAYS OF CURE ON THE PLANK VOID FILL. BACKFILL SOIL: ADD #5x48" WALL BACKFILL SHALL BE WELL GRADED FREE DRAINING SOIL FREE OF ORGANIC DEFERRED SUBMITTALS DIAG EA MATERIAL, BACKFILL SHALL BE PLACED IN LIFTS OF NO MORE THAN 8 INCHES AND FACE AS COMPACTED TO WITHIN 90% OF THE SOILS MAXIMUM DRY DENSITY, ALL COMPACTION SHOWN OCCURING WITHIN 51 OF THE WALL SHALL BE COMPLETED USING HAND OPERATED THE FOLLOWING AREAS OF WORK SHALL BE CONSIDERED AS "DEFERRED MACHINERY. SUBMITTALS" AS DEFINED IN THE 2015 IBC a. PRECAST PRESTRESSED HOLLOW CORE PLANK CONCRETE b, CONCRETE MIX DESIGNS, C OPEN METAL GRATING ASSEMBLY CONCRETE REQUIREMENTS: LOCATION STRENGTH MAX W/C RATIO WALLS 4000PSI @ 28 DAYS 0.50 FTGS & GRADE SLAB 3000PSI @ 28 DAYS 0.53 PLANK VOID FILL TO MEET PLANK MFGRIS REQUIREMENTS* PLANK JOINT GROUT TO MEET PLANK MFGRIS REQUIREMENTS* MINIMUM STRENGTH SHALL BE 3000PSI @ 28 DAYS. AIR CONTENT; CONCRETE EXPOSED TO WEATHER SHALL CONTAIN 5% +/-1% ENTRAINED AIR, MIX DESIGN; SHALL BE BASED ON FIELD EXPERIENCE OR TRIAL MIXTURES IN CONFORMANCE WITH THE SPECIFICATIONS, MATERIAL REQUIREMENTS: CEMENT; ASTM C150, ADMIXTURES; ACI 301, AGGREGATES; ASTM C33, WATER; ASTM C94, EXPOSURE CATEGORIES: FREEZING THAWING FO SULFATE SO PERMEABILITY P1 CORROSION PROTECTION Cl PLACING REQUIREMENTS: PLACING; PLACE CONCRETE AS NEARLY AS PRACTICABLE TO ITS FINAL POSITION TO AVOID SEGREGATION, DEBRIS; REMOVE ALL DEBRIS FROM FORMS PRIOR TO PLACING CONCRETE, CONSOLIDATION; CONSOLIDATE CONCRETE BY SUITABLE MEANS, THOROUGHLY WORK CONCRETE AROUND EMBEDDED ITEMS AND INTO CORNERS OF FORMS, CURING REQUIREMENTS; CURING; CONCRETE SHALL BE MAINTAINED IN A MOIST CONDITION FOR A SUITABLE PERIOD OF TIME AFTER PLACEMENT. WEATHER CONDITIONS; ADEQUATE PRECAUTIONS SHALL BE TAKEN DURING HOT AND COLD WEATHER IN ACCORDANCE WITH THE SPECIFICATIONS, LID PLANK PLACEMENT: IN NO CASE SHALL THE LID PLANKS BE PLACED BEFORE THE WALLS HAVE BEEN ALLOWED A MINIMUM OF 3 DAYS OF CURE. WHEN AVERAGE AMBIENT TEMPERATURES ARE LESS THAN 50 DEGREES FAHRENHEIT, THE CONTRACTOR MUST ALLOW A MINIMUM CURE TIME OF 7 DAYS OR PROVIDE AN ADDITIONAL SET OF CYLINDERS TO BE BROKEN AT THE TIME OF LID PLACEMENT DEMONSTRATING A MINIMUM CONCRETE STRENGTH OF 11000 PSI HAS BEEN REACHED, REINFORCING BAR MATERIAL REQUIREMENT: REINFORCING BARS: USE DEFORMED BARS CONFORMING TO ASTM A615, GRADE 60, EXCEPT AS NOTED ON THE DRAWINGS, FABRICATION AND PLACING REQUIREMENTS: BENDING: BARS SHALL BE BENT COLD, BARS PARTIALLY EMBEDDED IN CONCRETE SHALL NOT BE FIELD BENT UNLESS NOTED OR SHOWN OTHERWISE OR AUTHORIZED BY THE ENGINEER. PLACING: REINFORCEMENT SHALL BE SUPPORTED AND TIED TO PREVENT DISPLACEMENT BY CONSTRUCTION LOADS OR BY PLACING OF CONCRETE, MAXIMUM SPACING OF SUPPORTS SHALL BE 31-611 CONCRETE COVER: MINIMUM CONCRETE COVER FOR REINF, SHALL BE AS FOLLOWS, UNLESS NOTED OTHERWISE; CONCRETE CAST AGAINST EARTH 3" CONCRETE CAST AGAINST FORMS AND EXPOSED TO EARTH 2" WET SETTINGS: REINFORCEMENT ANCHOR BOLTS, OR ANY EMBEDDED ITEM WITHIN THE CONCRETE, MAY NOT BE SET INTO THE CONCRETE AFTER IT HAS BEEN POURED WITHIN THE FORMS, LAP SPLICES: LAP ALL BARS 2411 MIN UNLESS SHOWN OTHERWISE ON THESE DRAWINGS, ALL DEFERRED SUBMITTALS SHALL BEAR THE STAMP AND SIGNATURE OF A CIVIL ENGINEER LICENSED TO PRACTICE IN THE STATE OF WASHINGTON WHO HAS CURRENT DESIGN EXPERIENCE IN THE TYPE OF WORK REVIEWED. THE DEFERRED SUBMITTAL ITEMS SHALL NOT BE INSTALLED UNTIL THEIR DESIGN AND SUBMITTAL DOCUMENTS HAVE BEEN REVIEWED BY THE ENGINEER OF RECORD, OPEN METAL GRATING OPEN METAL GRATING SHALL BE WELDED STEEL BAR GRATING AS SPECIFIED ON THE DRAWINGS, ALL STEEL GRATING AND GRATING COMPONENTS INCLUDING ITEMS EMBEDED WITHIN THE CONCRETE SHALL BE HOT DIPPED GALVANIZED AFTER FABRICATION, SUPPLIER SHALL PROVIDE ALL COMPONENTS NECESSARY TO INSTALL AND `r SECURE THE GRATING IN PLACE & SHALL PROVIDE SHOP DRAWINGS DETAILING ALL COMPONENTS OF THE INSTALLATION, STRUCTURAL STEEL MATERIALS: a. STEEL WF SHAPES SHALL CONFORM TO ASTM A992 Fy=50KSI b, OTHER STRUCTURAL STEEL SHAPES & PLATES SHALL CONFORM TO ASTM A36, WELDING: CONFORM TO AWS D1,1 IISTRUCTRUAL WELDING CODE - STEEL", WELDERS SHALL BE CERTIFIED IN ACCORDANCE WITH WABO REQUIREMENTS, USE E70 ELECTRODES OF TYPE REQUIRED FOR MATERIALS TO BE WELDED. GALVANIZING: ALL STEEL SECTIONS SHALL BE HOT DIPPED GALVANIZED AFTER FABRICATION CONFORMING TO ASM A-123, REPAIRS SHALL CONFORM TO ASTM A-780 USING ZINC RICH PAINT, THE COATING THICKNESS FOR THE PAINT MUST BE 50% MORE THAN THE SURROUNDING COATING THICKNESS, BUT NOT GREATER THAN 4,0 MILS, 2'-011 MAX ° SEE CIVIL DWGS ADD #5x48" 1 PIPE LOCATION DIAG EA AND INVERT ELEVATION FACE AS SHOWN ADD ONE #7 VERT FULL HEIGHT REINF BAR EACH SIDE OF BLOCKOUT FOR EA PAIR OF VERT BARS CUT AT THE BLOCKOUT, WALL REINF @ PIPE PENETRATION SCALE 3/44-0" I ILd I I I I II I II I II I II I II I I I I I I I I I I I I I I I I I I I I I I 31-0" (1I #5 x 21-3" C H I I I I I I I I I I I I I I I I I I I I I I 21-61I MAX AT SKEWED PIPE 1 � 4 I 1 1 p ------------------ ' 1 1 �XQ1 �`, ' ♦111�1111 ♦111�1111 ° p \1 ' —° -----------�—----�_a--------aa °\�\/♦a\ \/\ 11\II \ °I1II 6" #5 IN EACH VOID M 5'-3" LID REINF @ MANHOLE TOTAL 11-Ong 1 1 1 1 1 \ 1 1 , 1 1 1 1 1 1 1 1 1 1 1 1 � 1 1 ; 1 1 , 1 1 � 1 1 , 1 1I 1 1, 1 � 1 �1 1 1 1 1 1 ADD N-#6x12'-0"@ 611o/c EA FACE ABOVE & BELOW OPNG ADD ONE #7 VERT FULL HEIGHT REINF BAR EACH SIDE OF BLOCKOUT FOR EA VERT BAR CUT AT BLOCKOUTS SEE WALL FND KEYNOTES FOR WALL REINF DOWEL TO MATCH WALL VERT REINF SIZE & SPACING. GRADE SLAB REINF SEE FOUNDATION PLAN N45 CONT. #5@1211o/c Z O a U J a a a W a z 0 I..: CO IL z O oC U v H � O W 0 U- W co ca 4m H M T 0 0 y 8 a Y 0 m z c c 5 zd o c w a Y m i 0D0 Lb Y Z oN=1 g w Q3 L 1 ia .5 0 v L Q 2 uaa � z v 0 G 20744 �►� �► c?qAL E�O� N p ss�o N Al- KNEEWALL FTG DETAIL I �n NTS \ 51 % SCALE 3/4'I=11-0" 211 MAX J�2" MAX DOWEL &VERT REINF TO BE PLACED IN LINE DOWN THE LENGTH OF THE WALL DOWEL w/off FTG TO VERT BAR WALL SPLICE DOWEL TYP DOWEL PLACEMENT SCALE 1"=1'-0" 411 DEEP x 21110 CONCRETE BLOCK DIRECTLY BELOW VENT COVER, VERT WALL REINF TRAFFIC RATED VENT COVER, DO NOT FASTEN VENT COVER OR RIM TO VENT PIPE, TRAFFIC RATED STRUCTURAL FILL, VAULT LID WRAP PIPE IN TWO LAYERS OF 4 MIL VISQUEEN 12"0 PVC VENT ' PIPE VAULT WALL THRU WALL VENT PIPE DETAIL SCALE 1"=1'-0" 0 N 0 �r O DOWEL w/o VERT BAR SPLICE Q j = 10 Z a a 3 J � DOWEL & VERT REINF TO BE PLACED IN = LINE DOWN THE LENGTH OF THE WALL 0 H - — O® Z W LLS I.. = W FTG TO WALL VERT WALL REINF W DOWEL Q H a 3 � Q � o O Z W 1�_ Lu V LL V I4I46 PLANK ■ DOWELS PLACED ---=---------------i-------;---- AT MIDDEPTH OF ■ SLAB. 12-1/2" THICK CAST IN PLACE CONCRETE SLAB SHOWN SHADED. 0*#5 T&B AS SHOWN, ■ 2411 DIA OPENINGS LID REINF @ MANHOLE w/ KNEE -WALL - SCALE NTS W Z J a Q W d SHEET: Si OF 3 S-19-024 QueeT 017C 00-GA \#5 x241lx24" CORNER BARS TO MATCH HORZ WALL REINF TYP #5@121lo/c HORZ & VERT ON 2 BACK FACE OF WALL, S3 DOWELS TO FOOTINGS ARE NOT REQUIRED AT THESE VERT BARS IL WALL REINFORCING ON INSIDE, FACE 0 �r- A R 24"1 3011 #5 X TO MATCH HORZ, ALT. HOOK o #5@12"o/c HORZ & VERT ON BACK FACE OF WALL, DOWELS TO FOOTINGS ARE NOT REQUIRED AT THESE VERT BARS 0 0 ALT, HOOK 2411 KNEE -WALL 3p�� #5 x TO MATCH HORZ, #5@121lo/c HORZ & VERT ON BACK FACE OF WALL. DOWELS TO FOOTINGS ARE NOT REQUIRED AT THESE VERT BARS 4'-011 44'-0" 1 S3 F32x12 41-011 141'-8" 76'-011 1 S3 2 F32x12 --�--------------------------------------------------- -------------- ------------------------------------------------------------------- ------------------------------------ ---------------------------------------------- --------J_t,�L---- 4 1 3 ______ 4;- ; �I IBOV=407 ,00 TYP @ PERIMETER 1 I i \ 1 1 ---y F3Ox12 1 ____________ ------ 4 OF CELL 2 I F3Ox12 - LF30x12 J CELL 2 L- > I I 10'_p�� p IBOV=406,58 _ IBOV=406,58 6'-0" 8'-0" ' I 3 S3 2 1 6 -------------------------------------------------------------------------------------------------------------------- F42x12 -- -- -- 1 F48x12 A 5" THICK CONCRETE SLAB ON GRADE s3 IBOV=406,58 IBOV=406,58 F30x12 F3Ox12 CELL 1 ' L-----I r--------n j ' --- J 4 4`------ IBOV=407,00 3 TYP @ PERIMETER 3 0 1 O F CELL 1 �`_ 1 '` 1 -------------------------- -------------------- F32x12 1 S3 41-011 121-011 41-011 VAULT FOUNDATION PLAN SCALE 1/811 = 1'-0" 14 2 S3 -Ou 481-011 15 141'-8" 35 PLANKS @ 4'-0" = 140'-0" F32x12 1 2 S3 120'-0" 2' 8' 24' 0' 4' 16' 1 6 1 B S3 S1 S3 11 S3 -- --- ------------------- - - - ------ ------ ------ ------ ------ ------ ------------- ------ -----------t,-- -- ----- ------ ------ ------------- ------ ------ ------ ------ ------ ------ ------ - ----------- ------ ------ ------ ------ ---- - ................... , ❑❑❑ ❑❑❑ ❑❑❑ ❑❑❑ ❑❑❑ ❑❑❑ ❑❑❑ �11❑ ❑❑❑ ❑ ❑ ❑❑❑ ; q❑❑ ❑❑❑ ❑❑❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ q 8 1 8 ED TE 7 ----- 7 12-1/21' THICK HOLLOW CORE 13 i a 110 ❑ ❑ i PLANK LID. TOP OF LID ----"" ----- ------ 9 S2 - EL= 420.54 12 10 3 e ❑❑❑ ❑❑❑ ❑❑❑ ❑❑❑ ❑❑❑ ❑❑❑ ❑❑❑ ❑❑❑ ❑❑❑ ❑❑❑ ❑❑❑ ❑❑❑ ❑❑❑ ❑❑❑ ❑ 111 ❑❑I❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ----- -- ------ ------ ------ ------ ------ -------------------- ------ ------ ------ ------ ------ --- -- -------------------- -- --- ------ ------ ------ ------ ------ -------------------- ------ ------ ------ ------ ------ ------ ------ ----- ❑❑❑ ❑❑❑ ❑❑❑ ❑❑❑ ❑❑❑ ❑❑❑ ❑❑❑ ❑❑❑ ❑❑❑ ❑❑❑ ❑❑❑ ❑❑❑ ❑❑❑ ❑❑❑ ❑❑ ❑❑❑ 1111 11 11 ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ 1 � 15 8 ; ITOV=419,50 g TYP THROUGH 9 OUT VAULT, S2 10 14 ❑❑❑ 7 7 ❑❑❑ VAULT LID PLAN SCALE 1/8" = 1'-0" SIN N N #5 x241lx24" CORNER BARS TO MATCH HORZ WALL REINF TYP TYP WALL CORNER REINF, NTS #4@18"o/c 7A 1 C8), 1 5 S3 Lo 1% OR CHAIR TYP GRADE SLAB SECTION SCALE 1-1/2114-0" 73'-611 FILL WITH GROUT AS DIRECTED BY PRECAST PLANK MFGR, D 0 0 c — CONT, BACKER ROD IF REQ'D, TYP PLANK JOINT DETAIL SCALE 1"=1'-0" 7A - a❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑❑ ❑❑ %, 2 1 S1 S3 44'-011 2' 8' 24' 0' 4' 16' O 0 0 F_ 0 PLAN KEYNOTES 1, 5" THICK CONCRETE SLAB ON GRADE REINF WITH #4@1811o/c EA WAY, PLACE ALL REINF AT MID -DEPTH OF THE SLAB. SEE 2/S2, 2, C,I,P, CONCRETE WALLS AT THE PERIMETER & INTERIOR OF THE VAULT. SEE WALL SECTIONS FOR THICKNESS & REINFORCING, SEE 1/S2 FOR REINF @ WALL CORNERS, 3, THICKENED SLAB FOOTINGS TO BE CAST WITH THE GRADE SLAB, SEE WALL SECTIONS FOR SIZE & REINF, 4, 8" THICK KNEE -WALL, REINF w/ #5@12"o/c HORZ, AND VERT. PLACED AT THE CENTER OF THE WALL. VERTICAL BAR TO EXTEND 11" ABOVE TOP OF WALL. PROVIDE 045 HORZ AT THE TOP OF THE WALL & 045 VERT AT FREE ENDS OF WALL. SEE 3/S1 FOR FTG SIZE & REINF, 5, PIPE INLET OR OUTLET TO VAULT. SEE CIVIL DWGS FOR PIPE DIAM, LOCATION & INVERT ELEV, SEE 1/S1 FOR WALL REINF @ PENETRATION, 6, 6FT WIDE OPNG WITHIN THE INTERIOR WALL, SEE A/S3 FOR WALL REINFORCING @ THE OPENING, 7, 2411 DIAM, OPENING w KNEEWALL TO ACCEPT RISERS, LADDER, RING AND LOCKING MANHOLE COVER PER CIVIL DRAWINGS. SEE 6/S1, 7A, 2411 DIAM, OPENING THRU LID TO ACCEPT RISERS, LADDER, RING AND LOCKING MANHOLE COVER PER CIVIL DRAWINGS, SEE 2/S1, 8, POUR SLOTS IN TOP OF PLANK, MANUFACTURER TO PROVIDE A MINIMUM OF 2 OR 3 SLOTS @ EACH END OF EACH PLANK, PLANK MANUFACTURER MAY REQUIRE GROUTING OF ADDITIONAL CELLS BEYOND THE MINIMUM OF 2 OR 3, THE GENERAL CONTRACTOR SHALL INCLUDE GROUTING OF THESE ADDITIONAL CELLS IN HIS BID, SEE WALL SECTIONS FOR REINF @ POUR SLOTS, 9, PROVIDE BLOCKOUTS IN THE EDGE CELL OF THE PLANK PARALLEL TO THE PERIMETER VAULT WALLS. LOCATE BLOCKOUTS APPROXIMATELY AS SHOWN ON THIS PLAN, SEE WALL SECTIONS FOR REINF. @ BLOCKOUTS, 10, 12-1/2" THICK PRECAST HOLLOW CORE PLANK. SEE DESIGN CRITERIA ON S1 FOR LOADING, 11, ADD �4�46x15'-011 @ 311o/c ALONG THE INSIDE FACE OF THE VAULT WALL NEAR THE TOP OF THE WALL. 1 PLACED AS SHOWN, 12, 5FTx10FT OPENING TO RECEIVE RAISED OPEN METAL BAR GRATING w/ INTEGRAL 36110611 HINGED ACCESS HATCH, SEE B/S3 13, HATCHED AREA REPRESENTS 2411 WIDE x 12-1/211 THICK CAST IN PLACE CONCRETE BEAM. SEE 6/S3, 14. 12110 OPNG THRU WALL FOR ACTIVE VENTILATION DURING VAULT SERVICING. SEE 5/S1 FOR DETAIL OF VENT, 15, HATCHED AREA REPRESENTS EXTENT OF ROADWAY ABOVE VAULT, SEE CIVIL DWGS FOR ALL INFORMATION, LEGEND ITOV INSIDE TOP OF VAULT TOP OF WALLS IBOV INSIDE BOTTOM OF VAULT � TOP OF GRADE SLAB GRATING SPAN DIRECTION CIP CONCRETE WALL CONCRETE SPREAD FOOTING F32x12 3211 WIDE x 1211 THICK FOOTING, SEE 1 & 2/S3 F3Ox12 3011 WIDE x 1211 THICK FOOTING, SEE 3/S1 F42x12 4211 WIDE x 1211 THICK FOOTING, SEE 3/S3 DIRECTION OF DOWNWARD SLOPE DIMENSIONS & ELEVATIONS THE CONTRACTOR AND HIS SUBCONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING ALL DIMENSIONS AND ELEVATIONS SHOWN ON THESE DRAWINGS WITH THE CURRENT PERMITTED SET OF CIVIL DRAWINGS, AND SHALL NOTIFY BOTH THE CIVIL & STRUCTURAL ENGINEERS IN WRITING OF ALL DISCREPANCIES BETWEEN THE CIVIL DWGS AND THESE DWGS PRIOR TO CONSTRUCTION, CONSTRUCTION LOADS THE VAULT LID HAS BEEN DESIGNED TO CARRY THE "DESIGN LOADS" ONLY AFTER VAULT CONSTRUCTION IS COMPLETE, ALL DESIGN CONCRETE AND GROUT STRENGTHS HAVE BEEN ACHIEVED, AND ALL COVER HAS BEEN PLACED OVER THE VAULT WITHIN THE LIMITS SPECIFIED ON THIS DRAWING, "BOBCAT" OR OTHER LIGHT EQUIPMENT SHALL BE USED FOR PLACEMENT OF MATERIALS OVER THE VAULT LID, ALTERNATIVELY, ALLOWABLE UNIFORM LOADS ON THE BARE SLAB CAN BE OBTAINED FROM THE PLANK MFGR, Z O a U J d d a m I= W z 0 � ca IL o oc V co o = O W c Li in W ca co as 1­ r � o y a 8 0 am �I- z m Y z c a Y 2 Co ca w 16 0 Y 5 0 o wz ui W 1� �c�i 9 Lmo T Q ajCL Ok,'�`� J. IrpS Off'. of i i his o O G 20744 Z►� �► crpRAL FAIN ♦� ss�O N AL Z OO z Q Z J � = a a oc 3 J = Z W W = W W a a 3 ca cc a 0 in ui LL V SHEET: S20F 3 S-19-024 SHEET SIZE 22x34 103 III - III -III -I 11: 102 1=111= III=III= 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 • ; � • 1 1 , 212 213 " 1 1 1 1 3" 11 SPACES @ 6" o/c 1 1 1 1 1 1 1 1 1 1 61-011 1 1 1 1 I I 1 1 1 1 I I 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 - 1 1 1 1 1 1 I I 1 1 I I N 1 1 I I 1 1 I I 1 1 I I 1 1 1 1 1 1 1 1 1 1 1 1 1 1 6i 1 1 I I 1 1 I I 1 1 I I 1 1 I I 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 I I 1 1 I I 1 1 I I 1 1 I I 1 1 1 1 q q U 11 uu nn uu nu 11 N11 1 11 1 11 11 II II 11 11 II 11 11 11 II 11 11 11 11 11 11 11 11 11 11 11 11 11 11 11 11 11 11 11 11 II ---------- q4--------------------- v--------------------�---------- 1 1 1 1 OPNG IN CELL DIVIDER WALL SCALE 1/2"=1'-0" TYP WALL SECTION 2 TYP WALL SECTION S3 SCALE 1/2114-0" 53 SCALE 1/2"=1'-0" 3 TYP WALL SECTION S3 SCALE 1/2"=1'-0" 3'-0" +/- & 3'-0" +/- & 4'-0" +/- 6" TYPICAL op GRATE SEC GRATE SEC GRATE SEC GALVANIZED STEEL „ „ ITEN 8 GRATING W-19-4 w/ 1-1/4"x3/16" BRG 1 11 SS SCREW 2�� 38 S3 2 ANCHO EDGER ANGLE = BARS, 1-1/4" DEEP STEEL BAR GRATING 2x2x3/16 CONC CURB 0 WALL 7 � 6" THICK CURB TYP ------------ S3 @ THE - a a - HSS 3x3x1/8 11 PERIMETER OF THE ------- REMOVABLE `�' S3 _ 7 o OPENING, REINF w/ _ CC') STEEL �`�� ; ' S3 Lo #4@12"o/c HORZ & FRAME @ 9 VERT, PROVIDE ANGLE , _ -IN N PERIMETER S3"� �.� Q #4x18"x18" CORNER 2x2x3/16 a OF HINGED ,� c� BARS AT ALL a a GRATE SECTION � HORZ REINF, Jill GRIND SMOOTH TYP 3/8110x3" TITEN 1/8 PROVIDE 361lx3611, HINGED 8 S3 SS SCREW SADDLE SEAT SECTION OF GRATING @ GALVANIZED STEEL ANGLE SEAT ANCHOR ANGLE 2x2-1/2x3/16 ACCESS LADDER, 2x2-3/16, BREAK @ LADER RUNGS. GRATING & CURB @ RAISED 51x101 OPNG LEDGER ANGLE DETAILS HSS SEAT DETAILS io S3 SCALE 3/8"=1'-0" S3 SCALE 3"=1'-0" S3 SCALE 3"=1'-0" GALVANIZED STEEL GRATING CURB AND GRATE 6" THICK CURB @ 5x10 OPNG z TYP UNO -- #4 TIES @ 511o/c, FIN GRADE FIN GRADE GALVANIZED 2x2x3/16 PLACE FIRST TIE ANGLE w/ SIMPSON -I I Mi II I NO MORE THAN 1 1 3/8"mx3" SS TITEN-HD 1-1 I I- 2 1/2 FROM 6" THICK SCREW ANCHOR @ -III- SUPPORT, CURB 16"o/c, PLACE 15T ANCHOR NO MORE THAN 4" FROM END ® ® ® EXTEND CURB -► OF ANGLE, SEE 10/S3, VERT, REINF INTO LID SLAB BEAM STRUCTURE TYP, ® @ OPNG SEE 1 6/S3 (5146 TOP & BOT ' 2,-0" VAULT WALL 1 VAULT AS OCCURS 1 LID 6 SLAB BEAM @ OPNG TYP CURB @ OPNG 53 SCALE 1"=1'-0" 53 SCALE 1"=1'-0" VAULT WALL AND OR LID STRUCTURE AS OCCURS 1 TYP CURB @ OPNG SCALE 1"=1'-0" HSS 3x3x1/£ HSS T & B 3x3x1/8 3/16 EA SIDE HSS FRAME CONN DETAIL SCALE 311=1'-0" WALL SECTION REINFORCING KEYNOTES 201, 10" THICK CONCRETE WALL REINF w/ #5@12"o/c HORZ & #7@10"o/c VERT, PLACE VERT REINF NEAR THE INSIDE FACE OF THE WALL, LAP ALL HORZ BARS 24" MIN @ SPLICE LOCATIONS, PROVIDE (2145 CONT HORZ BARS @ THE TOP OF THE WALL, EXTEND VERT REINF 11" MIN INTO THE LID CLOSURE POUR WHERE POSSIBLE, 202, 8" THICK CONCRETE WALL REINF w/ #5@12"o/c HORZ & VERT, PLACE VERT REINF @ THE CENTER OF THE WALL, LAP ALL HORZ BARS 24" MIN @ SPLICE LOCATIONS, PROVIDE (2I45 CONT HORZ BARS @THE TOP OF THE WALL, EXTEND ALL VERT REINF 11" MIN INTO THE LID CLOSURE POUR, 203, #5 FTG TO WALL DOWEL @ EA VERT, PROVIDE STD HOOK @ END OF BAR CAST INTO FOOTING, DOWELS SHALL BE EMBEDDED A MIN, OF 9" +/- 1/2" INTO THE FTG & SHALL EXTEND INTO THE WALL 28" MIN. SEE 4/S1 FOR PLACEMENT DETAIL, 204, #5x41-0"@24"o/c PLACED SUCH THAT EACH 48" WIDE PLANK RECEIVES (21 BARS, LOCATE BARS IN VOIDS WITH POUR SLOTS AS SHOWN ON THE PRECAST PLANK PLACEMENT DWGS, PROVIDE ADDITIONAL BARS @ EACH PLANK IF REQ'D AND SHOWN ON THE PRECAST PLANK SHOP DWGS, 205, LID & WALL TO CLOSURE POUR AT VOID BLOCKOUTS, SEE 5/S3, 206, LID & WALL TO CLOSURE POUR AT VOID END FILL, SEE 4/53 207, (3147 CONT IN CLOSURE POUR, LAP 48" AT ALL SPLICE LOCATIONS, 208, (2I45 CONT, 209, REINF FTG w/ #5@15"o/c TRANS & (3145 LONG BOTTOM, 210, REINF FTG w/ #5@12"o/c TRANS & (4145 LONG BOTTOM, 211, #5@15"o/c WALL TO FOOTING DOWELS, EXTEND 48" INTO THE WALL AND 9" INTO THE 12" THICK FOOTING, PROVIDE STD HOOK AT END OF BAR EMBEDED WITHIN FTG, PROVIDE (3145 CONT HORZ, BARS AS SHOWN, SET DOWELS 1-1/2" CLR FROM THE BACKFILLED FACE OF THE WALL, 212, (2147@ 3"o/c, EXTEND 30" INTO WALL @ EA JAMB OF OPENING, 213, #4 VERT w/ 180 HOOK @ HEAD OF OPNG, SPACED AS SHOWN, 214, 045 x 4'-0" @ 411o/c DIAGONAL BARS AT THE CENTER OF THE WALL, 215, PROVIDE (2145 VERT EACH FREE EDGE OF WALL, 216, (2145 HORZ @ THE TOP OF THE WALL, 217, #5 @1211o/c HORZ, 218, ADDED (4)-#6x15'-0" TOP BARS WITHIN THE FOOTING, CENTER ON OPNG & EQUALLY DISTRIBUTE OVER THE WIDTH OF THE FTG, ao N �-i = O -I co Q PLAN VIEW 36" #5x 15" 1 CLOSURE TO WALL DOWELS @ 30"o/c, PERIMETER WALL 40" #5 x 24" C LID TO CLOSURE DOWELS @ EA PLANK, I , I VAULT WALL ELEVATION VIEW LID & WALL TO CLOSURE DOWELS AT PLANK VOID END FILL - 1011 WALL SCALE 3/4"=1'-O" WALL SECTION GENERAL KEYNOTES 101, PROVIDE CONTINUOUS 4" PVC WATERSTOP - RIBBED WITH CENTERBULB AT THE BASE OF ALL PERIMETER WALLS, INSTALL WATERSTOP IN ACCORDANCE WITH ALL MANUFACTURER'S INSTRUCTIONS, PLACE AT THE CENTER OF THE WALL 102, 12-1/2" THICK PRECAST HOLLOW CORE PLANK, 103, FINISHED GRADE, ELEVATION VARIES, SEE DESIGN CRITERIA ON SHEET S1 FOR APPROXIMATE SOIL DEPTHS OVER THE VAULT LID IN ADDITION TO THE CIVIL DWGS FOR FINAL GRADE ELEVATIONS, 104, 6" 0 PERFORATED PVC FTG DRAIN MIN IE=407,50 WRAPPED IN 18"x18" MINIMUM DRAIN ROCK BEDDING & FILTER FABRIC, ROUTE DRAIN TO DISCHARGE POINT AS SHOWN ON THE CIVIL DWGS, 105, APPLY PREFABRICATED DRAINAGE PANEL TO ALL PERIMETER VAULT WALLS, EXTEND DRAINAGE PANEL OVER THE HEIGHT OF THE WALL AS SHOWN, SEE GEOTECHNICAL ENGINEER FOR MATERIAL SPECIFICATIONS, 106, PLANK TO BEAR 3" MINIMUM ONTO THE TOP OF THE CONCRETE WALL, SEE PLANK MANUFACTURER'S DRAWINGS FOR FINAL BEARING LENGTH, INSTALL BEARING PAD AS DETAILED ON THE PRECAST PLANK PLACEMENT DRAWINGS. 107, SEE FOUNDATION PLAN FOR SLAB REINFORCING, 12" #5 x= 16" SET @ CENTER OF VOID ................ ao ---------------- O O Q °O HOLLOW CORE 11-011 PLANK -------- ---- -- - #6 @ CENTER -------- ---- - OF VOID .j ------------- so CELL BLOCKOUT ----------------- Q O PLAN VIEW PERIMETER WALL 36" WALL VERT REINF #5x 15" 1 TENDING INTO OSURE 154C CLOSURE TO WALL 12„ DOWELS @ 30"o/c, x116" SET @ NTER OF VOID D _ - '------- -,r- ----- ----------;---- _ N ■ ■ ■ VAULT WALL ELEVATION VIEW LID & WALL TO CLOSURE DOWELS 'N� AT VOID BLOCKOUTS - 1011 WALL SCALE 3/411=1'-0" Z O a U J d a a oc W a z 0 � ca IL v oc v co � O W 0 LL c W ca co as o r lie 0 y a 8 i •m Y c Z a Y m� w i 100 Yui O 0 w I. T O It Q Vil a Kps O�a.oFi i G i -v cc O G 20744 Z►� Fss�pHaL Z OO z p Z � _ a a 3 J_ � Z O _ I.. W W = W �■■' Q cc Q a 3 ca M Q o O z W � LLI V LL O V SHEET: ,S30F 3 S-19-024 SHEET SIZE 22x34 PEDESTRIAN BRIDGE FRAMING / FOUNDATION PLAN SCALE 1/211=1'-0" GENERAL CONSTRUCTION NOTES CODE: PEDESTRIAN BRIDGE DESIGN AND CONSTRUCTION SHALL CONFORM TO THE PROVISIONS OF THE 2015 IBC AS ADOPTED BY THE CITY OF RENTON, WASHINGTON, GENERAL DETAILS: TYPICAL OR GENERAL NOTES AND DETAILS ON THESE SHEETS SHALL APPLY TO ALL CONSTRUCTION UNLESS SPECIFICALLY NOTED OR SHOWN OTHERWISE, CONSTRUCTION DETAILS NOT FULLY SHOWN OR NOTED SHALL BE SIMILAR TO DETAILS SHOWN FOR SIMILAR CONDITIONS, DISCREPANCIES: THE CONTRACTOR SHALL PROVIDE THE ENGINEER WITH A WRITTEN REQUEST FOR CLARIFICATION UPON FINDING ANY DISCREPANCY OR OMISSION IN THE DRAWINGS OR SPECIFICATIONS, DESIGN CRITERIA VERTICAL LOAD DESIGN: DESCRIPTION: LIVE LOAD: DEAD LOAD: BOARDWALK 90 PSF 5 PSF FOUNDATION SYSTEM: THIS PEDESTRIAN BRIDGE USES A DIAMOND PIER FOUNDATION SYSTEM AS PRODUCED BY PIN FOUNDATIONS, INC, 2105 34TH AVE NW, GIG HARBOR, WASHINGTON, 98335, (2531-858-8809, AND CONFORMING TO THE ICC-ES EVALUATION REPORT ESR-1895, PIER FOUNDATION SPECIFIED IS A DP-50/36 WITH A CAPACITY AS NOTED BELOW, WHICH IS TO BE VERIFIED BY EARTH SOLUTIONS NW, LLC AT THE TIME OF CONSTRUCTION, BEARING LOAD CAPACITY 31600LBS UPLIFT CAPACITY 600LBS LATRAL LOAD CAPACITY 600LBS WOOD FRAMING MATERIALS: CONFORM TO THE FOLLOWING: SAWN LUMBER: THE WEST COAST LUMBER INSPECTION BUREAU'S "STANDARD GRADING RULES FOR WEST COAST LUMBER NO, 16" HF #1 OR BETTER, PRESERVATIVE TREATMENT: ALL LUMBER SHALL RECEIVE PRESERVATIVE TREATMENT MEETING AMERICAN WOOD PRESERVER'S BUREAU STANDARD LP-2 METAL FRAMING CONNECTORS: AS MANUFACTURED BY SIMPSON STRONG TIE COMPANY (ALTERNATE MANUFACTURERS ACCEPTED, NAILS: COMMON WIRE NAILS MEETING ASTM F1667 BOLTS: A307 STANDARD STEEL BOLTS; 4x4 CURB w/ 1/2110 CARRIAGE BOLT @ 2x4x8" BLOCK @ 481+/-o/c AND AT EACH END OF CURB. CENTER 2x4 BLOCK ON ONE 2x6 DECK PIECE. SEE 4/SB1 2x6 SPACED DECKING (2)-2x10 HDR 1 2x10 JOIST BRIDGE SECTION SCALE 1" 4-0" 4x4 CURB 11 u 51-0" CLEAR 2x6 SPACED DECKING 4x10 BM I V I_m 2x10 JOIST DP-50/36 PRECAST FTG -III-III-III=III 1=1 11=1 11=1 I I-1 I,� BRIDGE SECTION AT DIAMOND PIERS SCALE 1" 4-0" 4x10 BM ABU44Z POST BASE BOLTED TO DIAMOND PIER Z O PLAN KEYNOTES a J d d a 1, 8" TALL 12" WIDE 18" LONG CONCRETE BLOCK BULKHEAD. STACK BLOCKS AS NEEDED TO CREATE a BULKHEAD, a o 2, 4x1Ox12'-0" PT BEAM, o y 3, (2)-2x10 PT HEADER w/ LUS210-2 HANGER EA END, 0 4, 2x10 PT HEADER OR JOIST w/ LUS210 HANGER EA Z cs END. W 0 ro UJ 5, 2x6 HF #1 SPACED DECKING. FASTEN TO EACH " c SUPPORTING MEMBER w/ (2148x2-1/2" DECK SCREWS,Lu = W cc 6, DIAMOND PIER DP-50/36" PRECAST FOOTING w/ y o ABU44Z POST BASE TO RECEIVE 4x10 BM, DP-50 FTG TO HAVE INTEGRAL 1/2110 GALVANIZED ANCHOR I' V' r BOLT TO RECEIVE ABU44Z POST BASE, YL � r `� O 7, MST27 STRAP TIE TO BE PLACED ON TOP OF THE o 0 4x10 BEAM CENTERED ON THE BEAM JOINT, FASTEN TO EACH BM w/ (81-10d COMON WIRE NAILS. y U 8, 4x4 CURB SET ON 2x4 SPACED BLOCKING, SEE a Y 4/SB1, i z z c Y m w i o50 Y 1z o N w I. 9p<,2'ua. p co Lu OV''\% J. Kos -o C G 20744 F cr�RAL ss�0 N Al 4x4 CURB w/ 1/2110 CARRIAGE BOLT @ 2x4x811 BLOCK @ 48"+/-o/c AND Z AT EACH END OF CURB. CENTER OO 2x4 BLOCK ON ONE 2x6 DECK O PIECE, Z Z W a a oCID 3 = m 4'-0" 9" MAX a Lu 3 3 4 CURB ATTACHMENT TO DECK SB1 SCALE 1 -1,- 0 Q Q acto 0 W W 1/4" GAP Lu CL. 1'-411 W O CONCRETE BLOCK 2x10 4x10 2x6 SPACED BULKHEAD HDR BM DECKING ABU44Z POST I= _ Q BASE BOLTED TO DIAMOND ca PIER W INC INC DIAMOND PIER PRECAST FTG W in III T T = in ♦♦♦,, ♦♦♦♦i m o� NN SHEET: BULKHEAD SECTION SCALE 1" 4-0" SB1 OF 1 S-19-024A SHEET SIZE 22z34