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W Q z ^ u / ' V LLJ D W o ry U Ld Ld U7 Q U7 Ld (n Ld ry^ r' U Ld Q Q) TRACT "F" 1 2 I I 3 �I I 4 I, 5 21 i 7 17 18 19 20 �\ ----- + + TRACT "B" VUECRES T ES TA 01500721 14 ---I HA ==- 13 1 12 11 10 r lr_rlAr h ++++++ .+++ TRACT "C" TRACT 'A" SE 1/4 SECTION 31, TOWNSHIP 23 N, RANGE 5 E, W M. VUECRES T ES TA TES & VUECRES T // SHOR T PLA T PROJECT CONTACTS: PROJECT /NFORMA TION: LEGAL DESCRIPTION.- APPLICANT / OWNER ................ HARBOUR HOMES, LLC TOTAL EXISTING SITE AREA: VC 405,395 S.F. (9.31 ACRES) VUECREST ESTATES ..................................................1441 N 34TH STREET, SUITE 200 VC/1 106,680 S.F. (2.45 ACRES) PARCEL "C" OF CITY OF RENTON LOT LINE ADJUSTMENT NUMBER LUA-02-045-LLA, RECORDED UNDER .................................................. SEATTLE, WASHINGTON 98103 RECORDING NUMBER 20020823900003, IN KING COUNTY, WASHINGTON. .................................................. (206) 315-8130 SITE ADDRESS: VC SMITHERS AVE S. / S 47TH ST .................................................. CONTACT JAMIE WALTIER VC/1 4903 MAIN AVE S. VUECREST 11 SHORT PLAT .................................................. JWALTIER@HARBOURHOMESCOM REN TON, WASHINGTON THE NORTH HALF OF THE NORTH HALF OF THE SOUTHWEST QUARTER OF THE NORTHWEST QUARTER OF THE SOUTHWEST QUARTER OF SECTION 32 IN TOWNSHIP 23 NORTH, RANGE 5 EAST, WILLAMETTE CIVIL ENGINEER/SURVEYOR....... 0. R. STRONG CONSULTING ENGINEERS, INC. TAX PARCEL NUMBER: VC 3123059048 MERIDIAN, IN KING COUNTY, WASHINGTON; .................................................. 620 7TH A VENUE VC11 3223059097 .................................................. KIRKLAND, WASHINGTON 98033 EXCEPT PORTION LYING THEROF WITH 102ND AVENUE S. E. RIGHT OF WAY. .................................................. (425) 827-3063 PROPOSED NUMBER OF LOTS: VC 20 .................................................. CONTACT MAHER A. JOUDI, P.E. VC// 8 VER T1 CAL DA TUM: .................................................. MAHER.J0001wRSTRONG.COM EXISTING ZONING: VC R8 NAVD 88 PER CITY OF RENTON VERTICAL CONTROL WETLAND BIOLOGIST .................. WETLAND RESOURCES, INC. VC11 R6 HORIZONTAL DA TUM: .................................................. 9505 19 TH A VE SE, SUI TE 106 .................................................. EVERETT, WASHINGTON 98208 DENSITY PROPOSED/PERMITTED: VC 4.08/8 NAD 1983/91 PER CITY OF RENTON MONUMENTS. .................................................. (425) 337-3174 VC11 4.43/6 .................................................. CONTACT SCOTT BRAINARD BENCHMARK: .................................................. SCOTT©WETLANDRESOURCESCOM STORM DRAINAGE STORM DRAINAGE TRACT "A" - SHARED 1. CITY OF RENTON CONTROL POINT NUMBER 1872: GEOTECHNICAL ENGINEER .......... EARTH SOLUTIONS NW, LLC. LAND IN PUBLICLY FOUND CONCRETE MONUMENT WITH BRASS PIN, DOWN 1.1' IN MONUMENT CASE. INTERSECTION OF S. ..................................................1805 136TH PLACE NE DEDICATED STREE TS.• VC 40,454 S.F. 192ND STREET AND 99TH PLACE S. ELEVATION = 319.47 FEET. .................................. I ...... I........BELLEVUE, WASHINGTON 98005 VC11 26,887 S.F. 2. CITY OF RENTON CONTROL POINT NUMBER 1227.• .................................................. (425) 284-3300 FOUND CONCRETE MONUMENT WITH BRASS PLUG, DOWN 1.0 IN MONUMENT CASE ELEVATION = 54.78 .................................................. CONTACT KYLE CAMPBELL, P.E. LAND IN CRITICAL AREAS: VC 151,641 S.F. FEET. .................................................. KYLE. CAMPBELLOEARTHSOLUTIONSNW.COM VC/1 1,129 S.F. LANDSCAPE ARCHITECT............ VARLEY VARLEY VARLEY LAND IN CRITICAL AREA BUFFERS: VC 66,519 S.F. BASIS OF BEAR/NGS. ..................................................12743 NE 170TH LANE VC11 7,282 S.F. N20'09'04"W BETWEEN THE MONUMENTS FOUND IN PLACE AT CITY OF RENTON HORIZONTAL CONTROL ..................................................WOODINVILLE, WASHINGTON 98072 LAND IN PRIVATE POINTS 1872 AND 1227. .................................................. (425) 466-9430 ACCESS EASEMENTS: 0 S.F. .................................................. CONTACT JEFF VARLEY VUECREST ES TA TES BUFFER A VERA GIN G. .................................................. VARLEY-JEFFOHOTMAIL.COM SEWER DISTRICT CITY OF RENTON TRAFFIC ENGINEER ..................... TRAFFEX WATER DISTRICT SOOS CREEK +++++*++ TRACT 'E" BUFFER ADDITION 3,135 S.F.) ..................................................11410 NE 124TH STREET, SUITE 590 + + + .................................................. KIRKLAND, WASHINGTON 98034 SCHOOL DIS TRIC T.• RENTON #403 `+'+`+`+ TRACT 'B" & 'D" ADDITION (11,099 S.F.) .................................................. (425) 522-4118 .................................................. CONTACT VINCE GEGLIA ..................................................VINCEONWTRAFFEX.COM AREA BREAKDOWN (COMBINED) EXISTING IMPERVIOUS 10,121 S.F. -__ - TRACT 'E" BUFFER REDUCTION (2,204 S.F.) - SE WTHST -- ___ -= TRACT 'B" & 'D" REDUCTION (8,881 S.F.) (/) EXISTING PERVIOUS 501,954 S.F. ®/PROPOSED PROPOSED ERV O S 3 9, 6 � s F VUECREST 11 SHORT PLAT BUFFER A VERA GING: 01;�l - 7 6 5 4 3 2 1 8 DOE CONS TRUC T/ON S TORM WA TER PERMIT-_ ++++ ++++ + + + + TRACT 'A" BUFFER ADDITION (348 S.F.) ++++ COVERAGE UNDER THE CONSTRUCTION STORMWATER GENERAL PERMIT + + + + ++++ WAR303895 -- ----- VUECREST / SHORT PLAT(VC TRACT 'A" BUFFER REDUCTION (318 S.F.) 15007232 I ERC M/ T/GA T/ON MEASURES: CONDITIONS OF APPROVAL VUECREST ESTATES ERC MITIGATION MEASURES VUECREST ESTATES HEARING EXAMINER'S DECISION VUECREST ESTATES HEARING EXAMINER'S DECISION (CONT.) VUECREST 11 SHORT PLAT ADMINISTRATIVE DECISION (CONT.) 1. RECOMMENDATIONS REGARDING SITE PREPARATION, GRADING, EXCAVATION, AND THE PROPOSED PRELIMINARY PLAT AND STREET IMPROVEMENT WAIVER IS APPROVED, SUBJECT TO 15. A HOMEOWNERS' ASSOC/AT/ON SHALL BE INCORPORATED FOR MAINTENANCE AND EQUAL AND KING COUNTY SURFACE WATER DESIGN MANUAL ( AS AMENDED BY THE CITY OF RENTON) PRIOR SLAB -ON -GRADE CONSTRUCTION INCLUDED IN THE REPORT, "GEOTECHNICAL THE FOLLOWING CONDITIONS UNDIVIDED OWNERSHIP OF THE TRACTS, THE PRIVATE ACCESS ROAD, AND THE ALLEY. TO CONSTRUCTION PERMIT APPROVAL. ENGINEERING STUDY, PROPOSED SMITHERS AVE RESIDENT/AL PLAT...," DATED 1. THE APPLICANT SHALL COMPLY WITH MITIGATION MEASURES ISSUED AS PART OF THE 16. AN EASEMENT SHALL BE RECORDED ALONG THE EAST PROPERTY BOUNDARY FOR FUTURE 8. PRIOR TO FINAL SHORT PLAT, A SEWER MAIN MUST BE EXTENDED THROUGH AND BENEATH FEBRUARY 25, 2013, BY EARTH SOLUTIONS NW, LLC, SHALL BE FOLLOWED PRIOR MITIGATED DETERMINATION OF NON -SIGNIFICANCE FOR THE PROPOSAL. EXTENSION OF THE SANITARY SEWER SYSTEM. THE EASEMENT SHALL BE AT THE TIME OF OFF-SITE PROPERTY(IES) INTO THE SHORT PLATE SITE AND ALONG AND BENEATH A PORTION OF TO AND DURING CONSTRUCTION. 2. ALL PROPOSED STREET NAMES SHALL BE APPROVED BY THE CITY. RECORDING THE FINAL PLAT. ROAD A AS FAR TO THE EAST AS IS NECESSARY TO SERVE THE DEVELOPMENT, WITH THE LTJ J. ALL LOT CORNERS AT INTERSECTIONS OF DEDICATED PUBLIC RIGHTS-OF-WAY, EXCEPT ALLEYS, 17. ALL NEW FILL SHALL BE COMPOSED OF FREE DRAINING STRUCTURAL FILL AND NOT NATIVE SEGMENT(S) 2. THE AREA WEST FROM THE LINE MARKING THE NATURAL TOP OF THE SHALL HAVE MINIMUM RADIUS OF FIFTEEN FEET (15). SOILS. 7 OF 33 PROTECTED SLOPE TO THE WEST PROPERTY BOUNDARY, BETWEEN THE NORTH AND 4. SIDE SEWER LINES SHALL BE INSTALLED EIGHT FEET (8) INTO EACH LOT IF SANITARY SEWER 18. DRAINAGE FROM WESTERN LOTS INTO THE STEEP SLOPES SHALL BE MINIM/ZED AND ALL 9. IF AND TO THE EXTENT THAT THE WETLAND IS NOT ALREADY PROTECTED WITH ROAD SAFETY SOUTH PROPERTY LINES, SHALL BE DESIGNATED NATIVE GROWTH PROTECTION AREA MAINS ARE AVAILABLE, OR PROVIDED WITH THE SUBDIVISION DEVELOPMENT. SUCH DRAINAGE SHALL BE DISPERSED. ELEMENTS, SUCH AS FOUR -FOOT -TALL BLACK VINYL COATED CHAIN LINK FENCE OR A BEAM A' 5. ALL UTILITIES DESIGNED TO SERVE THE SUBDIVISION SHALL BE PLACED UNDERGROUND. ANY 19. ANCHORS FOR THE STORMWATER TIGHT LINE SHALL ONLY BE PLACED ON THE TOP AND GUARDRAIL, THE APPLICANT SHALL INSTALL A WOOD SPLIT -RAIL FENCE WITH WETLAND SIGNAGE ROAD AND STREET SIGN DETAILS UTILITIES INSTALLED IN THE PARKING STRIP SHALL BE PLACED IN SUCH A MANNER AND DEPTH BOTTOM OF THE PIPE. THE ANCHORS SHOULD BE DESIGNED TO WITHSTAND TREE FALL AND SOIL ALONG THE EDGE OF THE CATEGORY 2 WETLAND BUFFER. SUCH A SPLIT -RAIL FENCE SHALL BE J. A HOMEOWNERS' ASSOC/AT/ON (HOA) SHALL BE INCORPORATED AND THE TO PERMIT THE PLANTING OF TREES. THOSE UTILITIES TO BE LOCATED BENEATH PAVED MOVEMENT. THE PIPELINE SHOULD BE CONSTRUCTED AT THE TOP AND PULLED DOWN THE SLOPE CONSTRUCTED PRIOR TO RECORDING OF THE SHORT PLAT. A REQUIREMENT TO MAINTAIN THE RESPONSIBILITY FOR MAINTENANCE OF NATIVE GROWTH PROTECTION AREA A' SURFACES SHALL BE INSTALLED, INCLUDING ALL SERVICE CONNECTIONS, AS APPROVED BY THE RATHER THAN MOVING IT UP THE HILL. FENCE BY A HOMEOWNERS ASSOCIATION SHALL BE PLACED ON THE FACE OF THE SHORT PLAT. SHALL BE ASSIGNED TO THE HOA ON THE FACE OF THE PLAT PRIOR TO RECORDING. DEPARTMENT OF PUBLIC WORKS. SUCH INSTALLATION SHALL BE COMPLETED AND APPROVED VUECREST 11 SHORT PLAT ADMINSTRATIVE DECISION 10. THE APPLICANT SHALL COMPLY WITH THE RECOMMENDATIONS CONTAINED NED IN THE C17 PRIOR TO THE APPLICATION OF ANY SURFACE MATERIAL. EASEMENTS MAY BE REQUIRED FOR THE MAINTENANCE AND OPERATION OF UTILITIES AS SPECIFIED BY THE DEPARTMENT OF PUBLIC 1. THE APPLICANT SHALL COMPLY WITH THE TWO SEPA MITIGATION MEASURES, THEY ARE AS GEOTECHNICAL ENGINEERING STUDY, PREPARED BY EARTH SOLUTIONS LLC DATED DECEMBER 4. BUILDING PERM/TS SHALL BE ISSUED, PRIOR TO CONSTRUCTION, FOR ANY WORKS FOLLOWS: 15, 2014 (OR AN UPDATED REPORT SUBMITTED AT A LATER DATE) DURING SITE AND BUILDING RETAINING WALLS AT THE PROJECT, REGARDLESS OF SITE LOCATION AND HE/GHT, 6. ANY CABLE TV CONDUITS SHALL BE UNDERGROUNDED AT THE SAME TIME AS OTHER BASIC A. THE APPLICANT SHALL BE REQUIRED TO PROVIDE TO THE CURRENT PLANNING PROJECT CONSTRUCTION. AND ALL SUCH WALLS SHALL BE STRUCTURAL. UTILITIES ARE INSTALLED TO SERVE EACH LOT. CONDUIT FOR SERVICE CONNECTIONS SHALL BE MANAGER FOR REVIEW AND APPROVAL A REPLANTING PLAN IDENTIFYING ANY TEMPORARY 11. THE APPLICANT SHALL PROVIDE A MINIMUM 5 -FOOT -WIDE CONCRETE SIDEWALK ALONG THE 5. BUILDING SETBACKS FROM THE NORTH -SOUTH TOP -OF -SLOPE LINE LOCATED LAID TO EACH LOT LINE BY APPLICANT AS TO OBVIATE THE NECESSITY FOR DISTURBING THE DISTURBANCES TO THE EXISTING NATIVE VEGETATION WITHIN TRACT A AND A RE -VEGETATION SOUTH SIDE OF THE PUBLIC STREET FRONTAGE (ROAD A - STA 0+65 TO STA 1+78) OF LOT 8, WEST OF SMITHERS AVE S SHALL BE MADE A CONDITION OF APPROVAL OF THE STREET AREA, INCLUDING SIDEWALKS, OR ALLEY IMPROVEMENTS WHEN SUCH SERVICE PLANTING PLAN FOR SUCH DISTURBED AREA(S) PRIOR TO CONSTRUCTION PERMIT APPROVAL. S 55TH ST PRELIMINARY PLAT. FURTHERMORE, THE TOP OF SLOPE AND THE BUILDING SLOPE CONNECTIONS ARE EXTENDED TO SERVE ANY BUILDING. THE COST OF TRENCHING, CONDUIT, SEWER EXTENSION PLAN IMMEDIATELY ADJACENT TO THE CURB, FOLLOWED BY AN 8 -FOOT -WIDE LANDSCAPE EASEMENT SETBACK LINE SHALL BE INDICATED ON THE FINAL PLAT MAP. PEDESTALS AND/OR VAULTS AND LATERALS AS WELL AS EASEMENTS THEREFORE REQUIRED TO B. PRIOR TO CONSTRUCTION PERMIT APPROVAL, THE APPLICANT SHALL BE REQUIRED TO OBTAIN BEHIND THE SIDEWALK. THE APPLICANT MAY PROVIDE A HAMMERHEAD TURNAROUND NEAR THE SANITARY SEWER PLAN AND PROFILE BRING SERVICE TO THE DEVELOPMENT SHALL BE BORNE BY THE DEVELOPER AND/OR LAND APPROVAL FOR A CR/TICAL AREAS EXEMPTION PERMIT FOR ALL PERMANENT PUBLIC UTILITY WEST END OF THE ROAD A AS GENERALLY CONTEMPLATED BY THE MODIFIED ALTERNATE LAYOUT 6. EASEMENTS REQUIRED TO ACCOMMODATE THE CONVEYANCE OF SURFACE WATER OWNER. THE APPLICANT SHALL BE RESPONSIBLE ONLY FOR CONDUIT TO SERVE HIS ACTIVITIES THAT WILL INTRUDE THROUGH ADJACENT WETLANDS OR REQUIRED WETLAND BUFFERS, (AS SHOWN IN EXHIBIT B OF EXHIBIT 18), SUBJECT TO FIRE DEPARTMENT APPROVAL. A REVISED FROM THE PROJECT SITE TO THE AREA -WIDE, DOWNSTREAM SYSTEM SHALL BE DEVELOPMENT. CONDUIT ENDS SHALL BE ELBOWED TO FINAL GROUND ELEVATION AND CAPPED. ACCORDING TO THE CITY OF RENTON CR/TICAL AREAS REGULATIONS IN RMC 4-3-050C, J, L, LANDSCAPING PLAN SHALL BE SUBMITTED TO, AND APPROVED BY, THE CURRENT PLANNING FINALIZE PRIOR TO ISSUANCE OF UTILITY AND SITE CONSTRUCTION PERM/TS. THE CABLE TV COMPANY SHALL PROVIDE MAPS AND SPECIFICATIONS TO THE APPLICANT AND AND N. COMPOSITE UTILITY PLAN C33 SHALL INSPECT THE CONDUIT AND CERTIFY TO THE CITY THAT IT IS PROPERLY INSTALLED. COMPOSITE UTILITY PLAN PROJECT MANAGER PRIOR TO CONSTRUCTION PERMIT APPROVAL. 7. A WETLAND AND BUFFER MONITORING PLAN SHALL BE APPROVED PRIOR TO 7. THE APPLICANT SHALL INSTALL ALL STREET NAME SIGNS NECESSARY IN THE SUBDIVISION 2. THE APPLICANT SHALL OBTAIN A DEMOLITION PERMIT AND DEMOLISH ALL STRUCTURES 12. IF ROAD A BECOMES A DEAD END ROAD BY VIRTUE OF INSTALLATION OF A CUL-DE-SAC ISSUANCE OF UTILITY AND ROAD CONSTRUCTION PERMITS AND SHALL BE INITIATED PRIOR TO FINAL PLAT APPROVAL. LOCATED ON-SITE PRIOR TO RECORDING OF THE SHORT PLAT. TURNAROUND (AS GENERALLY REPRESENTED IN THE EXHIBIT A - 7 -LOT ALTERNATIVE LAYOUT PRIOR TO RECORDING THE PLAT. A BOND, MEETING THE REQUIREMENTS OF THE 8. THE EASEMENTS FOR THE ALLEY SHALL AUTHORIZE ACCESS TO ALL LOTS OF THE PROPOSED J. THE APPLICANT SHALL CREATE AND RECORD A NATIVE GROWTH PROTECTION EASEMENT L5 RENTON MUNICIPAL CODE, SHALL BE REQUIRED FOR THE MONITORING PERIOD OF SUBDIVISION. (NGPE) FOR THE AREA CONTAINED WITHIN THE WETLAND AND ASSOCIATED BUFFERS OVER INCLUDED AS PART OF EXHIBIT 18),ALL HOMES BEYOND 500 FLEET FROM MAIN AVE WILL BE NO LESS THAN 5 YEARS. 9. THE APPLICANT SHALL COMPLY WITH NINE THE MITIGATION MEASURES ISSUED AS PART OF 1 OF 4 REQUIRED TO INSTALL AN APPROVED FIRE SPRINKLER SYSTEM AS DETERMINED BY THE CITY OF IL2 THE DETERMINATION OF NON -SIGNIFICANCE MITIGATED, DATED AUGUST 26, 2014 [EXHIBIT 14] CRITICAL AREA TRACT A PRIOR TO OR CONCURRENT WITH SHORT PLAT RECORDING. EACH OWNER RENTON FIRE DEPARTMENT IN ACCORDANCE WITH APPLICABLE FIRE CODE STANDARDS. 8. NATIVE GROWTH PROTECTION EASEMENTS B' AND 'C' SHALL BE PROTECTED 10. THE APPLICANT SHALL SUBMIT A DETAILED LANDSCAPE PLAN, MEETING ALL LANDSCAPE PLAN OF LOTS I THROUGH 8 SHALL HAVE A FRACTIONAL INTEREST IN THE CRITICAL AREAS TRACT IN VUECREST ESTATES MINOR AMENDMENT ADMINISTRATIVE DECISION AND MAINTAINED BY THE HOMEOWNERS' ASSOCIATION IN ACCORDANCE WITH SUBMITTAL REQUIREMENTS OF RMC 4-8-120L. THE DETAILED LANDSCAPE SHALL BE SUBMITTED ORDER TO PROTECT THE TRACT IN PERPETUITY. THE VUECREST ESTATES PRELIMINARY PLAT MINOR AMENDMENT, FILE N0. AS RENTON MUNICIPAL CODE REQUIREMENTS. THIS RESPONSIBILITY SHALL BE TO AND APPROVED BY THE CURRENT PLANNING PROJECT MANAGER PRIOR TO ISSUANCE OF 4. THE APPLICANT SHALL BE REQUIRED TO CREATE A HOMEOWNERS ASSOC/AT/ON HOA WITH (HOA) SUMMARY OF DEPICTED IN EXHIBIT 2, IS APPROVED AND IS SUBJECT TO THE FOLLOWING SUMMARY OF RECORDED ON THE FACE OF THE PLAT. CONSTRUCTION PERM/TS. STREET SHARED RESPONSIBILITY FOR TREE AND VEGETATION MAINTENANCE OF THE NATIVE GROWTH CONDITIONS: 9. CR/TICAL AREA STUDY AND SUPPLEMENTAL STREAM STUDY SHALL BE REVISED TREES SHALL NOT INCLUDE CALLERY PEAR AND TREES ON S. 48TH PL SHALL BE A DIFFERENT TYPE FROM THOSE ON SMITHERS AVE S PROTECTION EASEMENT OVER CRITICAL AREA TRACT A. A DRAFT OF THE DOCUMENT(S) SHALL CONDITIONS: TO REMOVE THE STREAM FROM PLANS WHERE IT IS SHOWN WITHIN THE WETLAND 11. THE REPLACEMENT TREE PLAN SHALL BE REVISED TO SHOW THE PROPOSED LOCATIONS FOR MA W AN BE SUBMITTED TO THE CURRENT PLANNING PROJECT MANAGER FOR REVIEW D APPROVAL RT 1. THE APPLICANT SHALL COMPLY WITH MITIGATION MEASURES ISSUED AS PART OF THE REVISING THE STREAM DESCRIPTION AND ITS LINEAR DIMENSIONS ACCORDINGLY. REPLANTING 140 TWO-INCH DIAMETER REPLACEMENT TREES. PRIOR TO THE RECORDING OF THE SHORT PLAT. MITIGATED DETERMINATION OF NON -SIGNIFICANCE FOR THE PROPOSAL, THE AMENDED SUCH REVISIONS SHALL BE MADE PRIOR TO RECORDING THE FINAL PLAT. 12. VEGETATION (TREES, SHRUBS, AND GROUND COVER) SHALL BE PLANTED TO REPLACE 5. THE APPLICANT SHALL BE REQUIRED TO REVISE AND RESUBMIT THE LANDSCAPE PLAN TO CONDITIONS OF APPROVAL OF THE HEARING EXAMINER DECISION (CONDITION 1-12 AND 14-19) 10. DISCHARGE FROM VAULT SHALL BE TIGHTLINED AWAY FROM PROTECTED VEGETATION (TREES, SHRUBS, AND GROUND COVER) REMOVED FOR INSTALLATION OF THE SHOW A MINIMUM OF 10 FEET OF LANDSCAPING WITHIN THE CLEAR VISION AREA SHALL CONSIST AND THE REVISED CONDITION (CONDITION NO. 13) AS PART OF THE SETTLEMENT AGREEMENT. SLOPES. S TORM WA TER CONVEYANCE BETWEEN THE S TORM WA TER VAULT AND THE WEST PROPERTY OF SHRUBS LESS THAN THREE FEET IN HEIGHT ANT MA TUR/ TY AND GROUNDCO VER, CONSISTENT 2. THE APPLICANT SHALL MEET THE MINIMUM TREE RE TEN TION REQUIREMENT BY RETAINING BOUNDARY OF THE PROPERTY. TYPE AND QUANTITIES SHALL BE SUFFICIENT TO ENSURE EROSION WITH RMC 4-4-070. THE PLAN SHALL BE SUBMITTED FOR REVIEW AND APPROVAL BY THE THIRTY PERCENT (309) OF THE HEALTHY TREES OR AS AN ALTERNATIVE TO RETAINING TREES, VUECREST 11 SHORT PLAT ERC MITIGATION MEASURES CONTROL IN THE PROTECTED SLOPE AREA. 13. PRIOR TO THE RECORDING OF THE FINAL PLAT, A SECONDARY FIRE ACCESS SHALL BE CURRENT PLANNING PROJECT MANAGER PRIOR TO THE GRANTING OF THE CONSTRUCTION PERMIT PLANT THE EQUIVALENT OF 181 REPLACEMENT TREES INCHES ON THE SITE. A FINAL TREE 1. THE APPLICANT SHALL BE REQUIRED TO PROVIDE, TO THE CURRENT PLANNING CONSTRUCTED PROVIDING A SECOND MEANS OF ACCESS FROM MAIN AVE S (102ND AVE SE) TO FOR ON-SITE UTILITIES RETENTION PLAN AND LANDSCAPING PLAN SHALL BE SUBMITTED TO AND APPROVED BY THE CITY PROJECT MANAGER, A REPLANTING PLAN IDENTIFYING ANY TEMPORARY THE PLAT BY FIRE TRUCKS AND EMERGENCY VEHICLES. THE EXTEND OF STREET IMPROVEMENTS 6. PRIOR TO FINAL SHORT PLAT, EITHER: OF RENTON PROJECT MANAGER PRIOR TO ISSUANCE OF A CONSTRUCTION PERMIT. DISTURBANCES TO THE EXISTING NATIVE VEGETATION WITHIN TRACT A AND A NECESSARY TO EFFECTUATE THIS CONNECTION SHALL BE DETERMINED BY THE CITY OF RENTON A. A JOINT STORMWATER DETENTION AND WATER QUALITY FACILITY UTILITY EASEMENT MUST BE J. THE APPLICANT SHALL RECEIVE APPROVAL OF THE FINAL WETLAND MITIGATION PLAN BY THE RE -VEGETATION PLANTING PLAN FOR SUCH DISTURBED AREAS PRIOR TO (S) FIRE DEPARTMENT IN ACCORDANCE WITH APPLICABLE FIRE CODE STANDARDS AND SHALL BE THE OBTAINED W/TH THE VUECREST ESTATES SITE TO PROVIDE STORMWATER DETENTION AND MEET CURRENT PLANNING PROJECT MANAGER PRIOR TO UTILITY CONSTRUCTION PERMIT APPROVAL. ALL CONSTRUCTION PERMIT APPROVAL. MINIMUM NECESSARY TO PROVIDE FOR SAFE AND EFFECTIVE SECONDARY ACCESS FOR FIRE WATER QUALITY REQUIREMENTS FOR DEVELOPMENT OF BOTH THE SUBJECT SHORT PLAT WETLAND MITIGATION, INCLUDING REQUIRED FENCING AND SIGNAGE SHALL BE INSTALLED PRIOR TO FINAL APPROVAL OF THE CONSTRUCTION PERMIT. TRUCKS AND EMERGENCY VEHICLES. 2. PRIOR TO CONSTRUCTION PERMIT APPROVAL, THE APPLICANT SHALL BE 14. A RECORDED EASEMENT AGREEMENT DEMONSTRATING ACCESS TO THE EXISTING DOWNSLOPE DEVELOPMENT AND THE VUECREST ESTATES SUBDIVISION DEVEL OPMENT,• OR 4. THE APPLICANT SHALL EXTEND THE PRIVATE SHARED DRIVEWAYS ROADS A & B FROM ( ) REQUIRED TO OBTAIN APPROVAL FOR A CRITICAL AREAS EXEMPTION PERMIT FOR STORMWATER CONTROL SYSTEM SHALL BE SUBMITTED PRIOR TO ISSUANCE OF CONSTRUCTION B. A STORMWATER FACILITY WOULD BE REQUIRED TO BE CONSTRUCTED ON-SITE TO PROVIDE SMITHERS AVE S TO THE WEST PROPERTY LINES OF LOTS 10 & 20. EACH ROAD SHALL BE ALL PERMANENT PUBLIC UTILITY ACTIVITIES THAT WILL INTRUDE THROUGH PERM/TS. STORMWATER DETENTION AND MEET WATER QUALITY REQUIREMENTS FOR THE SHORT PLAT WITHIN A TRACT. AN UPDATED PLAT PLAN SHALL BE SUBMITTED TO AND APPROVED BY THE ADJACENT WETLANDS OR REQUIRED WETLAND BUFFERS, ACCORDING TO THE CITYAS-BUILT DEVELOPMENT. CITY OF RENTON PROJECT MANAGER PRIOR TO ISSUANCE A CONSTRUCTION PERMIT.OF RENTON CRITICAL AREAS REGULATIONS IN RMC 4-3-050C, J, L, AND N.7. THE APPLICANT SHALL BE REQUIRED TO SUBMIT, TO THE PLAN REVIEWER FOR REVIEW AND 5. THE APPLICANT SHALL INSTALL AN ADA COMPLIANT SIDEWALK RAMP ON THE EAST SIDE OF APPROVAL, A REVISED FINAL DRAINAGE REPORT AND ASSOCIATED PLANS, BASED ON THE 2009 MAIN AVE S (102ND AVE SE), OPPOSITE THE PROPOSED ADA RAMP LOCATED AT THE 7 CERTIFY THAT THE INFORMATION SHOWN HEREON WHICH WAS SOUTHWEST CORNER OF MAIN AVE S (102ND AVE SE) AND SE 186TH ST INTERSECTION. AN A.0 AS -BUILT BY D. R. STRONG, AND MAY INCLUDE LOCATIONS, UPDATED CIVIL PLAN SET SHALL BE SUBMITTED AND APPROVED BY THE PLAN REVIEW PROJECT s r & ELEVATIONS, DEPTHS, PIPE SIZES, AND AS -BUILT COMMENTS, MANAGER PRIOR TO ISSUANCE OF CONSTRUCTION PERMIT. Hca f ACCURA TEL Y REFLECTS EXISTING FIELD CONDI TIONS AS DETERMINED BY 1 CIN COMMENTS, REVIEW 1 MAJ 03.22.16 MAJ SURVEYED: SCALE: VERTICAL: NAVD 1988 ° ME OR UNDER MY DIRECT SUPERVISION ON THIS DATE. 1/12/2018. " 2 CIN COMMENTS REVIEW 2 MAJ 06 06 16 MAJ AS NOTED Sis HORIZONTAL: NAD 1983/1991 �� _ C T Y O F 0 232 •I •I� D.R. STRONG • • DESIGNED: AJ CONSUL TING ENGINEERS 3 CITY COMMENTS. REVIEW 3 MAJ 08,25.16 MAJ � � RENTON 4 CIN COMMENTS. REVIEW 4 MAJ 10.21.16 MAJ DRAWN: ENGINEERS PLANNERS SURVEYORS ONE INCH DATUM 5 MYLARS MAJ 12,06.16 MAJ CHECKED: M� AT FULL SCALE Planning/Building/Public Works Dept. AJ 6 DRAFT AS-BUILTS M 01,04.18 MXI IF NOT ONE INCH 6207TH AVENUE, KIRKLAND, WA 98033 APPROVED: SCALE ACCORDINGLY O 425 827 3063 F 425 827 2423 N n R F\/ I,7 N RY I n AT F A P P R MAJ SW 41ST ST S 184TH ST VICINITY MAP S 177TH ST � o SE CARR RD o SE 180TH ST Q 1 "=1500' SHEET INDEXN PROJECT S/TE Cl 1 OF 33 �P C2 2 OF 33 S 47TH ST C3 3 OF 33 S 184TH ST C4 4 OF 33 47TH PL LTJ 5 OF 33 TREE RETENTION PLAN S 48TH ST TREE TABLE C7 7 OF 33 16 �, 8 OF 33 SE 186T ST C9 9 OF 33 ROAD AND GRADING PLAN C10 10 OF 33 ROAD AND GRADING PLAN C11 11 OF 33 ROAD AND STREET SIGN DETAILS Q 12 OF 33 S 50TH ST SE 187TH PL 13 OF 33 ROAD CROSS SECTIONS Y 14 OF 33 � Q 15 OF 33 STORM DRAINAGE PLAN C16 16 OF 33 ROAD AND STORM PLAN AND PROFILE C17 17 OF 33 °j C18 ~o R SE 190TH ST C19 19 OF 33 ROAD AND STORM PLAN AND PROFILE C20 m ROAD AND STORM PLAN AND PROFILE C21 21 OF 33 STORM OUTFALL PLAN AND PROFILE C22 Q ~ W C23 23 OF 33 SINGLE RADIUS ARCH DETAILS C24 24 OF 33 S 55TH ST C25 25 OF 33 SEWER EXTENSION PLAN S 192ND ST 26 OF 33 SANITARY SEWER PLAN AND PROFILE C27 27 OF 33 SANITARY SEWER PLAN AND PROFILE C28 SE 192ND PL SANITARY SEWER PLAN AND PROFILE C29 29 OF 33 SANITARY SEWER PLAN AND PROFILE C30 SE 194 TH PL SANITARY SEWER NOTES AND DETAILS C31 N O FST' H GRAPHIC SCALE 0 50 100 200 `1 1 INCH = 100 FT. NOTE FOR CER TIFICA TION OF SUR VEY INFORMA TION THE TOPOGRAPHY AND BOUNDARY SHOWN HEREON IS BASED UPON A FIELD SURVEY BY D.R. STRONG CONSULTING ENGINEERS. 4 FIT TA OF WASxr`7,� P 38972 \�G I S T OAA'L LP. W RECOMMENDED FOR APPOVAL BY: Date: BY: Date: BY: Date: BY: Date: - DATE: VUECREST ESTATES & VUECREST II 09.28.15 FIELDBOOK: COVER SHEET PAGE: DRAWING NO: C1 U15007217 / U15007232 SHEET: 1 OF33 DRS PROJECT NO. 12102 R-389751 VICINITY MAP 1 "=1500' SHEET INDEXN O F2T H Cl 1 OF 33 COVER SHEET C2 2 OF 33 TOPOGRAPHY MAP C3 3 OF 33 HORIZONTAL AND VERTICAL CONTROL PLAN C4 4 OF 33 HORIZONTAL AND VERTICAL CONTROL PLAN C5 5 OF 33 TREE RETENTION PLAN C6 6 OF 33 TREE TABLE C7 7 OF 33 CLEARING AND TESC PLAN C8 8 OF 33 TESC NOTES AND DETAILS C9 9 OF 33 ROAD AND GRADING PLAN C10 10 OF 33 ROAD AND GRADING PLAN C11 11 OF 33 ROAD AND STREET SIGN DETAILS C12 12 OF 33 ROAD AND STREET SIGN DETAILS C13 13 OF 33 ROAD CROSS SECTIONS C14 14 OF 33 STORM DRAINAGE PLAN C15 15 OF 33 STORM DRAINAGE PLAN C16 16 OF 33 ROAD AND STORM PLAN AND PROFILE C17 17 OF 33 ROAD AND STORM PLAN AND PROFILE C18 18 OF 33 ROAD AND STORM PLAN AND PROFILE C19 19 OF 33 ROAD AND STORM PLAN AND PROFILE C20 20 OF 33 ROAD AND STORM PLAN AND PROFILE C21 21 OF 33 STORM OUTFALL PLAN AND PROFILE C22 22 OF 33 VAUL T DETAILS C23 23 OF 33 SINGLE RADIUS ARCH DETAILS C24 24 OF 33 STORM DRAINAGE DETAILS C25 25 OF 33 SEWER EXTENSION PLAN C26 26 OF 33 SANITARY SEWER PLAN AND PROFILE C27 27 OF 33 SANITARY SEWER PLAN AND PROFILE C28 28 OF 33 SANITARY SEWER PLAN AND PROFILE C29 29 OF 33 SANITARY SEWER PLAN AND PROFILE C30 30 OF 33 SANITARY SEWER NOTES AND DETAILS C31 31 OF 33 CHANNELIZA TION AND SIGNAGE PLAN C32 32 OF 33 COMPOSITE UTILITY PLAN C33 33 OF 33 COMPOSITE UTILITY PLAN Ll 1 OF 6 STREET TREE AND REPLACEMENT PLAN L2 2 OF 6 LANDSCAPE PLAN - NORTH L3 3 OF 6 LANDSCAPE PLAN - SOUTH L4 4 OF 6 LANDSCAPE PLAN L5 5 OF 6 PLANT SCHEDULE L6 6 OF 6 NOTES AND DETAILS IL 1 OF 4 ILLUMINATION PLAN IL2 2 OF 4 LUMINA/RE AND WIRING SCHEDULES 1L3 3 OF 4 ILLUMINATION DETAILS IL4 4 OF 4 ILLUMINATION DETAILS 1 OF 3 FINAL MITIGATION PLAN 2 OF 3 FINAL MITIGATION PLAN 3 OF 3 FINAL MITIGATION PLAN MULTI -PLATE SINGLE RADIUS ARCH COVER SHEET 1 OF 5 2 OF 5 SITE PLAN 3 OF 5 PLAN/PROFILE/SECTION 4 OF 5 DETAILS 5 OF 5 DETAILS S-1 STRUCTURAL PLATE FOUNDATION N O FST' H GRAPHIC SCALE 0 50 100 200 `1 1 INCH = 100 FT. NOTE FOR CER TIFICA TION OF SUR VEY INFORMA TION THE TOPOGRAPHY AND BOUNDARY SHOWN HEREON IS BASED UPON A FIELD SURVEY BY D.R. STRONG CONSULTING ENGINEERS. 4 FIT TA OF WASxr`7,� P 38972 \�G I S T OAA'L LP. W RECOMMENDED FOR APPOVAL BY: Date: BY: Date: BY: Date: BY: Date: - DATE: VUECREST ESTATES & VUECREST II 09.28.15 FIELDBOOK: COVER SHEET PAGE: DRAWING NO: C1 U15007217 / U15007232 SHEET: 1 OF33 DRS PROJECT NO. 12102 R-389751 SE 1/4 SECTION 37, TOWNSHIP 23 N, RANGE 5 E, W. M. 12 CPP (E) VUECRES T ESTATES 8 VUECREST l/ SHORT PLAT J ID II Ln j \ -- I III I SSMH \ 2 II I RIM=369.29 5 Q IE=361.75 CTR CHANNEL II t (n8" PVC (N,S), 6" PVC (E) FOUND 4""L FOUND 5/" 8 CB TYPE -1 II 0' OUT (N) TRACT A RIM=369.18 II I W CONCRETEXMONUMENT 6 7 WITH PLASTICRCAPR �i I i iii I I///' �� • �,' I i i = / Ii�O /IE \ 12"3CPF (W) / c// 4 / TOP OF BANK , I I I I \ / (TYP) /SII s W TEMPRARY _\� 1- W I I I I I V I I I I I I I I I I I I I I I CUL -D -SAC CUL-DE-SAC / l ASPHALT OV ERLO EASEMENT REC. N0. 19990826000429 FLUSH WITH yAyY TOP OF CURB W 1 O , I 11 1 (IIII I11j1I11 II11 I II I V iii IIII III ,11 111 \��� BENCAMARK HUBV / O -372.05 I/ ACK v, I I I I I I I I II I 11 1 6 ) W IIIIII'I11IIj111I 111111'1 I 1 (\ J J 'II'11I11'I IIIIIIIII III I I i C Q i II��11,11ii�IIII II�II���I ��� , O O I I I I I I' I I I I I I I I I I I I I I I I I I I I I I I I I I I 11 I I I i I I I I I I I I I I I \ W IIIIIiIj111I1111I1111I111, I � ° ° Illiiilll,illl, IIIIII 111 I I III III IIIIIII ' , ; I O O //l III'IIIIIIII�I'II�IIIII'1/' 0 o W11j1IIIIII IIII 111 111 BORING J O ��// I I I I I I 1 1 1 1 1 11 1, 1 '1 1„ 1 1 11 1 11 I I I / RN HA -6 L.1. I I' I I I I I I' 1 1 1 1 1 1 1 I I ilk 1 I , / ��i 11 'I 11 11 1 11 11 11 'I 1 1 I 'I 11 I I I 'I 'I 1 'I 111 I ° I O / ° ° O I, 1 1 III 11 I I I I I I '. W IIII' IIII IIII IIII I'I ° � ° I I I I► I I I I I I I I NO TREES SUR VEYEDWTHIN I1 1III1IIII1II,II1II IIIIIiIIiIIiIiIIIl►► �II�IIiII/I�I�IIiIIiI IIIII I-.) � �° �> CRITICAL AREA SLOPE O O O III fill, IIII I I - 00 BORING 2 O IIIIIIIII IIII II IIIIIiIIIIil1'III IIIIIIIII�11111111 ° I I I 1 1 1 1 ( I I I I 1 1 1 1 ', � RIMCB -238.86 I I I I I I III I 1 1 1 II 1 1 IE=233.96 12" PVC (SE) , I' I I 1 1 1 1I 1 111111111 1111111 11 '�. O O C O IE=233.92 12" PVC (W) III III IIII , 1 I I I I I I I I I I I I I I I I 1 1 1 1 \ BORING CB T-1 (SOLID LID) I I I I ( I I I I I I I I I I I C'I 1/ RN HA -5 RIM=242.64 I I I I I I I I I iii I iii J IE=239.39 8" PVC (N) I I I I I I I I I IIIIIIII I'' IE=239.21 12" PVC (SE) IE=238.69 12" PVC (W) MEAD GILMAN LO.291276 36811 32434 35145 VW OF PROP. LINE ED HOUSE 3 FOUND 5/8" REBAR PLANTER FACE CORN IS �� WITH PLASTIC CAP OAAOF LO LINE MEAD GILMAN 29276 36811 32434 35' FENCE CORIS \ _ 0.2'W OF PROP. LINE 4.5'S OF L6T LINE L1 m FENCE CORNER IS > 4 4.2'S O� LOT LINE m - / THE RESERVE AT STONEHAVEN VOL. 233, PG'S. 43-47, � REC. N0. 20060321000567 5 FOUND 5/8"RE r / WITH PLASTIC AP MEAD GILMAN e ° 29276 811 32434 35145 n 1'w F PROP. LINE O 6 WRA6 O WRA5 \ C TRACT A WRZ.�WRA4 WRA2 WRA3 \ RA8 O l uroe� SDMH RIM=243.07 IE=235.22 4" PVC (W) IE=234.91 12" PVC (S) �"O IE=234.85 12" PVC (NW) ' I I'I 1111 11 111 111 111 111 I i I 1 t J I III III IIII 11 ���/// 11II,j111111� 11''111Q) \ \ \ WITHSDMTRASH RACK I I I I ' I I II 111 1' ' 11 I 1 II ' 1111 11 I' 11 111 ' II I°/�Vi RIM=246.34 I I I' I I' I' I V I I I 1 1 1' 1 1 1 1 1 I I I I BORING \ \ IE=241.19 8" PVC (E) I, I' I I , I I , 1 I ' I I , 1 ' III 1 I I ' ' ' ° RN HA -3 BORING / \ O WRA20 \ IE=241.14 12" PVC (S) I I (\ \ I 1 \\ 1'' 1 1 11 I I I I 1' I I 1 1 I /✓ A -3 RN HA -4 1�/) ° - \ / IE=241.09 12" DVC (NW), ° , \ I\'\ l 1 ' ' ( 1 J VtA32 ARAG \ I I I I I 1 1 \11 \ 1 1 1 1 *3$0`; 0 II II II 1111111111, 111\\\\ \`\ ` \`\ \\\\\\\\\;\\\\\``���`�.`` WRA26 1 I I I I 1 1 1 , �� \ \ \ \ ` ` \�` \ \ \ \\\ \\`�3\` "39.0` WR?/1 F,,/ SALE 1(TYP�j ` ` \ �\ ` \ \ \\ \ \ ` \ ``� `� \�: , �� 3i\ `��\\RA27°^kC C II -soca 1 I 1 , I1 6" PVC RA25 WETLAND FLAGS I i �' II _ \ \ `\� \ `� \ `�\` ` `` WF.A14-WRA38 IY , ,- WIHHfRASH RACK � \ �c�0�`� �O`\`\\`�\���////'// //// i' � - WR 2$� ° WRA22 a II d/ RIM=255.22 �; /Irl' /////////'////l// I WRA2 IE=252.62 6" PVC Sj \ \ . \`I I I r / / , / �y I I IE=' 2.C2 12" P'✓L (N `\ £ \\ \ I I I I / /,/ l/ l/ I I I I I I I I I I f / �° I1 I I 111/ / / , / // // . I Ii I I. I'. I I I I l`l� WRA30 WRA29 ( \J /� 111 TOP OF BANK -,� � ,may (TYP) RIM2- / l//,// / /i� i\,�l/l' lr,/l///'IIII///r ° Ld IE=241.576"PVC (E)CD 11 IE=241.29 12" PVC (N) Q II 11 II I11 I 'I \ 1 1 1 1 1' ( I I I I I' I t I INCIGi!R�lEl1S;- O CDO \ \ 11 I I I 6' VBF Cp 6'VBF `x I I (D ' I IBORGATA CONDOMINIUM I i II I I 11 I 'I 1 \ \ IROS IC\ \B(Ol � I �Lr �\ ; \ \ ill II 'III 6' VBF I I I I I \ \ \ \ \ \ DECK - FENICE CG VOL. 216, PG'S. 31-38, 1 1 I I I I \ \ \ \ \ \ \ R) REC. NO. 20060425002099 I 1 i I I i 1 j I \ \ \ \\ \ �� \ \\ \ \ \\ \ \ \\ \ ` ` CONC. BLOCK WALL I 1.7'N OF LO LINt� 1 I I I I \ \\ \ \\ \\\ \ \ \\ \ \0 \ (TYP) FENCE CORNER IS FENCE CORNER IS -7 I I I I I I 1 I I I 1 I \ o SDCB I I I \ \ \\ \ \\ \ \ \ \ 0.6'S OF LOT LINE 1.2'S OF LOT LINE 54" OUTSIDE DIAMETER RIM=252.20 I IE=251.20 6"CONC (E,W) r\ Call 2 Working Days Before You Dig 811 Utilities Underground Location Center (ID,MT,ND,OR,WA) AS -BUILT "I CER7IFY THAT THE INFORMA7ON 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: 1/12/2018. " •I D.R. STRONG CONSUL TING ENGINEERS ENGINEERS PLANNERS SURVEYORS 620 7TH AVENUE, KIRKLAND, WA 98033 O 425 827 3063 F 425 827 2423 10 TWRA11 WRA12 J 0 CONC. REVIEW 1 IE=365.41 12 CPP (E) I �y1 WITH 2" BRASS DISK CIN COMMENTS. REVIEW 3 4 BLOCK WALL REVIEW 4 IE=365.30 12" CPP (N) II {W .I AND PLUG, DOWN 0.9 DRAFT AS-BUILTS N0. 101.04.181 REVISION APPROVE BY DATE APPR HOUSE II i/nIN MONUMENT CASE STREET LIGHT a STREET LIGHT CONTROL BOX FIRE HYDRANT D4 WATER VALVE ® CATCH BASIN G❑ STORM DRAIN MANHOLE 6-6 SANITARY SEWER MANHOLE ❑® ELECTRIC METER 0 DECIDUOUS TREE (D) 0 EVERGREEN TREE (F) CLF i i iw�`RIM-369,14 WDF WOOD FENCE WIF WIRE FENCE SANITARY SEWER LINE CB 3' VBF �i I i iii I I///' �� • �,' I i i = / Ii�O /IE \ 12"3CPF (W) / c// 4 / TOP OF BANK , I I I I \ / (TYP) /SII s W TEMPRARY _\� 1- W I I I I I V I I I I I I I I I I I I I I I CUL -D -SAC CUL-DE-SAC / l ASPHALT OV ERLO EASEMENT REC. N0. 19990826000429 FLUSH WITH yAyY TOP OF CURB W 1 O , I 11 1 (IIII I11j1I11 II11 I II I V iii IIII III ,11 111 \��� BENCAMARK HUBV / O -372.05 I/ ACK v, I I I I I I I I II I 11 1 6 ) W IIIIII'I11IIj111I 111111'1 I 1 (\ J J 'II'11I11'I IIIIIIIII III I I i C Q i II��11,11ii�IIII II�II���I ��� , O O I I I I I I' I I I I I I I I I I I I I I I I I I I I I I I I I I I 11 I I I i I I I I I I I I I I I \ W IIIIIiIj111I1111I1111I111, I � ° ° Illiiilll,illl, IIIIII 111 I I III III IIIIIII ' , ; I O O //l III'IIIIIIII�I'II�IIIII'1/' 0 o W11j1IIIIII IIII 111 111 BORING J O ��// I I I I I I 1 1 1 1 1 11 1, 1 '1 1„ 1 1 11 1 11 I I I / RN HA -6 L.1. I I' I I I I I I' 1 1 1 1 1 1 1 I I ilk 1 I , / ��i 11 'I 11 11 1 11 11 11 'I 1 1 I 'I 11 I I I 'I 'I 1 'I 111 I ° I O / ° ° O I, 1 1 III 11 I I I I I I '. W IIII' IIII IIII IIII I'I ° � ° I I I I► I I I I I I I I NO TREES SUR VEYEDWTHIN I1 1III1IIII1II,II1II IIIIIiIIiIIiIiIIIl►► �II�IIiII/I�I�IIiIIiI IIIII I-.) � �° �> CRITICAL AREA SLOPE O O O III fill, IIII I I - 00 BORING 2 O IIIIIIIII IIII II IIIIIiIIIIil1'III IIIIIIIII�11111111 ° I I I 1 1 1 1 ( I I I I 1 1 1 1 ', � RIMCB -238.86 I I I I I I III I 1 1 1 II 1 1 IE=233.96 12" PVC (SE) , I' I I 1 1 1 1I 1 111111111 1111111 11 '�. O O C O IE=233.92 12" PVC (W) III III IIII , 1 I I I I I I I I I I I I I I I I 1 1 1 1 \ BORING CB T-1 (SOLID LID) I I I I ( I I I I I I I I I I I C'I 1/ RN HA -5 RIM=242.64 I I I I I I I I I iii I iii J IE=239.39 8" PVC (N) I I I I I I I I I IIIIIIII I'' IE=239.21 12" PVC (SE) IE=238.69 12" PVC (W) MEAD GILMAN LO.291276 36811 32434 35145 VW OF PROP. LINE ED HOUSE 3 FOUND 5/8" REBAR PLANTER FACE CORN IS �� WITH PLASTIC CAP OAAOF LO LINE MEAD GILMAN 29276 36811 32434 35' FENCE CORIS \ _ 0.2'W OF PROP. LINE 4.5'S OF L6T LINE L1 m FENCE CORNER IS > 4 4.2'S O� LOT LINE m - / THE RESERVE AT STONEHAVEN VOL. 233, PG'S. 43-47, � REC. N0. 20060321000567 5 FOUND 5/8"RE r / WITH PLASTIC AP MEAD GILMAN e ° 29276 811 32434 35145 n 1'w F PROP. LINE O 6 WRA6 O WRA5 \ C TRACT A WRZ.�WRA4 WRA2 WRA3 \ RA8 O l uroe� SDMH RIM=243.07 IE=235.22 4" PVC (W) IE=234.91 12" PVC (S) �"O IE=234.85 12" PVC (NW) ' I I'I 1111 11 111 111 111 111 I i I 1 t J I III III IIII 11 ���/// 11II,j111111� 11''111Q) \ \ \ WITHSDMTRASH RACK I I I I ' I I II 111 1' ' 11 I 1 II ' 1111 11 I' 11 111 ' II I°/�Vi RIM=246.34 I I I' I I' I' I V I I I 1 1 1' 1 1 1 1 1 I I I I BORING \ \ IE=241.19 8" PVC (E) I, I' I I , I I , 1 I ' I I , 1 ' III 1 I I ' ' ' ° RN HA -3 BORING / \ O WRA20 \ IE=241.14 12" PVC (S) I I (\ \ I 1 \\ 1'' 1 1 11 I I I I 1' I I 1 1 I /✓ A -3 RN HA -4 1�/) ° - \ / IE=241.09 12" DVC (NW), ° , \ I\'\ l 1 ' ' ( 1 J VtA32 ARAG \ I I I I I 1 1 \11 \ 1 1 1 1 *3$0`; 0 II II II 1111111111, 111\\\\ \`\ ` \`\ \\\\\\\\\;\\\\\``���`�.`` WRA26 1 I I I I 1 1 1 , �� \ \ \ \ ` ` \�` \ \ \ \\\ \\`�3\` "39.0` WR?/1 F,,/ SALE 1(TYP�j ` ` \ �\ ` \ \ \\ \ \ ` \ ``� `� \�: , �� 3i\ `��\\RA27°^kC C II -soca 1 I 1 , I1 6" PVC RA25 WETLAND FLAGS I i �' II _ \ \ `\� \ `� \ `�\` ` `` WF.A14-WRA38 IY , ,- WIHHfRASH RACK � \ �c�0�`� �O`\`\\`�\���////'// //// i' � - WR 2$� ° WRA22 a II d/ RIM=255.22 �; /Irl' /////////'////l// I WRA2 IE=252.62 6" PVC Sj \ \ . \`I I I r / / , / �y I I IE=' 2.C2 12" P'✓L (N `\ £ \\ \ I I I I / /,/ l/ l/ I I I I I I I I I I f / �° I1 I I 111/ / / , / // // . I Ii I I. I'. I I I I l`l� WRA30 WRA29 ( \J /� 111 TOP OF BANK -,� � ,may (TYP) RIM2- / l//,// / /i� i\,�l/l' lr,/l///'IIII///r ° Ld IE=241.576"PVC (E)CD 11 IE=241.29 12" PVC (N) Q II 11 II I11 I 'I \ 1 1 1 1 1' ( I I I I I' I t I INCIGi!R�lEl1S;- O CDO \ \ 11 I I I 6' VBF Cp 6'VBF `x I I (D ' I IBORGATA CONDOMINIUM I i II I I 11 I 'I 1 \ \ IROS IC\ \B(Ol � I �Lr �\ ; \ \ ill II 'III 6' VBF I I I I I \ \ \ \ \ \ DECK - FENICE CG VOL. 216, PG'S. 31-38, 1 1 I I I I \ \ \ \ \ \ \ R) REC. NO. 20060425002099 I 1 i I I i 1 j I \ \ \ \\ \ �� \ \\ \ \ \\ \ \ \\ \ ` ` CONC. BLOCK WALL I 1.7'N OF LO LINt� 1 I I I I \ \\ \ \\ \\\ \ \ \\ \ \0 \ (TYP) FENCE CORNER IS FENCE CORNER IS -7 I I I I I I 1 I I I 1 I \ o SDCB I I I \ \ \\ \ \\ \ \ \ \ 0.6'S OF LOT LINE 1.2'S OF LOT LINE 54" OUTSIDE DIAMETER RIM=252.20 I IE=251.20 6"CONC (E,W) r\ Call 2 Working Days Before You Dig 811 Utilities Underground Location Center (ID,MT,ND,OR,WA) AS -BUILT "I CER7IFY THAT THE INFORMA7ON 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: 1/12/2018. " •I D.R. STRONG CONSUL TING ENGINEERS ENGINEERS PLANNERS SURVEYORS 620 7TH AVENUE, KIRKLAND, WA 98033 O 425 827 3063 F 425 827 2423 10 TWRA11 WRA12 J 0 A17 WETLAND FLAGS WRA1-WRA13 13 WETLAND FLAGS WRA14-WRA38 WRA140f �WRA36 W'RA37_�� C C O O C O , O/ . C211'N . l 1.8'N \ 1.4N .top,_ . . . . I CY ONS.WALL I WALL WALL- t -.;N BUILDING I 4SPORT:a 11\D� - - - - - - - - SHEDCOURT CON C. BLOCK WALL NORTH GRAPHIC SCALE 0 25 50 100 1 INCH = 50 FT. UNPLATTED 1 CIN COMMENTS, REVIEW 1 RA18 CIN COMMENTS, _WRA34 A17 WETLAND FLAGS WRA1-WRA13 13 WETLAND FLAGS WRA14-WRA38 WRA140f �WRA36 W'RA37_�� C C O O C O , O/ . C211'N . l 1.8'N \ 1.4N .top,_ . . . . I CY ONS.WALL I WALL WALL- t -.;N BUILDING I 4SPORT:a 11\D� - - - - - - - - SHEDCOURT CON C. BLOCK WALL NORTH GRAPHIC SCALE 0 25 50 100 1 INCH = 50 FT. UNPLATTED 1 CIN COMMENTS, REVIEW 1 2 CIN COMMENTS, REVIEW 2 3 CIN COMMENTS. REVIEW 3 4 CIN COMMENTS. REVIEW 4 5 MYLARS 12°06.16 6 DRAFT AS-BUILTS N0. 101.04.181 REVISION LOT A MAJ 03°22.16 MAJ SURVEYED: SJS MAJ 06°06'16 MAJ DESIGNED: MAJ MAJ 08°25.16 MAJ MAJ 10°21.16. kW DRAWN: YLP MAJ 12°06.16 kW CHECKED: MAJ 101.04.181 MAJMAJ APPROVE BY DATE APPR SCALE: AS NOTED ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY LEGEND: SUR VE YOR'S NO TES: 1. ALL TITLE INFORMATION SHOWN ON THIS MAP HAS BEEN EXTRACTED FROM CHICAGO TITLE INSURANCE COMPANY A.L. T.A. COMMITMENT ORDER NO. 1349419 DATED AUGUST 28, 2012 AND SUPPLEMENTAL COMMITMENT NUMBER I THERETO DATED OCTOBER 3, 2012. IN PREPARING THIS MAP, D.R. STRONG CONSULTING ENGINEERS INC. HAS CONDUCTED NO INDEPENDENT TITLE SEARCH NOR IS D.R. STRONG CONSULTING ENGINEERS INC. AWARE OF ANY TITLE ISSUES AFFECTING THE SURVEYED PROPERTY OTHER THAN THOSE SHOWN ON THE MAP AND DISCLOSED BY REFERENCED CHICAGO TITLE INSURANCE COMPANY COMMITMENT. D.R. STRONG CONSULTING ENGINEERS INC. HAS RELIED WHOLLY ON CHICAGO TITLE COMPANY REPRESENTATIONS OF THE TITLE'S CONDITION TO PREPARE THIS SURVEY AND THEREFORE D.R. STRONG CONSULTING ENGINEERS INC. QUALIFIES THE MAP'S ACCURACY AND COMPLETENESS TO THAT EXTENT 2. THIS SURVEY REPRESENTS VISIBLE PHYSICAL IMPROVEMENT CONDITIONS EXISTING ON JANUARY 2013. ALL SURVEY CONTROL INDICATED AS 'FOUND" WAS RECOVERED FOR THIS PROJECT IN DECEMBER, 2012. J. PROPERTY AREA = 405,398± SQUARE FEET (9.3067± ACRES) - VUECREST ESTATES PROPERTY AREA = 106,689± SQUARE FEET (2.4492± ACRES) - VUECREST 11 SHORT PLAT 4. ALL DISTANCES ARE IN FEET. 5. THIS /S A FIELD TRAVERSE SURVEY. A LEICA FIVE SECOND COMBINED ELECTRONIC TOTAL STATION WAS 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 MANUFACTURERS SPECIFICATIONS. 6. UTILITIES OTHER THAN THOSE SHOWN MAY EXIST ON THIS SITE. ONLY THOSE UTIL ITIES W/TH 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: VUECREST ES TA TES 1. THIS SITE IS SUBJECT TO THE TERMS AND CONDITIONS OF AN EASEMENT TO THE CITY OF RENTON AND TALBOT DEVELOPMENT PARTNERS, L.L.C. FOR A TEMPORARY CUL-DE-SAC AS DISCLOSED BY INSTRUMENT RECORDED UNDER RECORDING NUMBER RECORDING NUMBER 19990826000429. THE EASEMENT AREA DESCRIBED WITHIN SAID INSTRUMENT IS SHOWN HEREON. 2. THIS SITE IS SUBJECT TO THE TERMS AND CONDITIONS OF A UTILITY EASEMENT TO PUGET SOUND ENERGY, INC. FOR UTILITY SYSTEMS FOR GAS AND ELECTRICITY AS DISCLOSED BY INSTRUMENT RECORDED UNDER RECORDING NUMBER RECORDING NUMBER 20030401000988 THE LEGAL DESCRIPTION WITHIN SAID INSTRUMENT IS INSUFFICIENT TO DETERMINE THE EASEMENTS EXACT LOCATION WITHIN THE SI TE. J. THIS SITE IS SUBJECT TO THE TERMS AND CONDITIONS OF CITY OF RENTON ORDINANCE NUMBER 3790 AS DISCLOSED BY INSTRUMENT RECORDED UNDER RECORDING NUMBER 8403260504. SAID ORDINANCE BURDENS THE ENTIRE SITE AND CONTAINS A LEGAL DESCRIPTION FOR THIS AND OTHER OFF-SITE PROPERTY. 4. THIS SITE IS SUBJECT TO THE TERMS AND CONDITIONS OF AN AGREEMENT BETWEEN THE CITY OF RENTON AND ENVIRONMENTAL DEVELOPMENT, INC. REGARDING LATECOMERS REIMBURSEMENT FOR CONNECTION TO A WATER SYSTEM AS DISCLOSED BY INSTRUMENT RECORDED UNDER RECORDING NUMBER 9505080322 AND AMENDMENT THERETO AS DISCLOSED BY INSTRUMENT RECORDED UNDER RECORDING NUMBER 9710140140 SAID AGREEMENT BURDENS THE ENTIRE SITE AND CONTAINS A LEGAL DESCRIPTION FOR THIS AND OTHER OFF-SITE PROPERTY. 5. THIS SITE IS SUBJECT TO THE COVENANTS, CONDITIONS, RESTRICTIONS, EASEMENTS, NOTES, DEDICATIONS AND SETBACKS, IF ANY, SET FORTH IN OR DELINEATED ON THE BOUNDARY/LOT LINE ADJUSTMENT RECORDED UNDER RECORDING NUMBER 20020823900003. NO SUCH COVENANTS, CONDITIONS, RESTRICTIONS, EASEMENTS, NOTES, DEDICATIONS OR SETBACKS WERE PRODUCED BY SAID BOUNDARY/LOT LINE ADJUSTMENT. VUECREST 11 SHORT PLA T 1. THIS SITE IS SUBJECT TO THE EXCEPTIONS AND RESERVATIONS CONTAINED IN THE DEED RECORDED UNDER RECORDING NUMBER RECORDING NUMBER 3444206, SAID INSTRUMENT IS A RE-RECORDING OF INSTRUMENT RECORDED UNDER RECORDING NUMBER RECORDING NUMBER 3377627. 2. THIS SITE IS SUBJECT TO THE TERMS AND CONDITIONS OF AN AGREEMENT EXECUTED BY KBSIII LLC AND STEVEN AND SHARYL BLOMQUIST REGARDING A TERMINABLE LICENSE IN FAVOR OF THE BLOMQUISTS WITH RESPECT TO USE OF THE KBS PORTION OF THE BOUNDARY -STRADDLING THE LAW AS DISCLOSED BY INSTRUMENT RECORDED UNDER RECORDING NUMBER 20131009000726 AND 201310221138. I III TRACT A 12"IE CONC=404.061 CD I U . UNPLATTED .+ CB T 1 12"IE CONC=404.99 �I I RIM-- 5.88 Q \I U_ 12"IE ADS=402.98 (S) Z \\ 12"IE A S=402.95 (NE) \` a'• '• 4 12"IE CONC= pP WWI''. e .a.. . \� II 1LUX tFa�lslormer CONrR F' d i I V� i SE 186TH ST._ Q FOUND 1-3/4" BRASS DISC WITH A "X" IN A 4"X4" CONCRETE Z .\3 b MONUMENT, DOWN 0.5' IN t MONUMENT CASE. DECK CB T-1 RIM=406.27 TRACT C �UILDING �� �� I 12"IE ADS=403.3 7GARAGE(4909)TRACT B SSMH ERHANG•wRIM=409.89 _3�CONC=407.906"IE=402.38(NW) G ) 8"IE=402.06(S) p _ I EVS77NO DRIVEWAY WILL a FP O ABANDONED AND REPLACED Wl7N -� FRONTAGE IMPROVEMENTS conrirl 12"IE CONC=408.13 � I� FREDRICKS PLACE I VOL. 169, PG'S. 30-36, REC. NO. 9406211158 ` 1.3'N I 2 DPECE _ ❑ ' I I kiUILUIN(i I I\E CO \ 408.20 4.0'S Ii CB T-1 4.3'S RIM=409.35 I I LOT B UNPLATTED 12"IE CONC=408.41 12"IE ADS=406.07 (NE) I 12"IE CONC=408.48 I G KING CO. BLA NO L94LO141 a I RECOMMENDED FOR APPOVAL REFERENCES: VUECREST ES TA TES & VUECREST 11 SHORT PLAT BY: Date: 1. CITY OF RENTON LOT LINE ADJUSTMENT NUMBER LUA-02-045-LLA, RECORDED UNDER KING COUNTY RECORDING NUMBER 20020823900003. BY: Date: 2. THE PLAT OF TALBOT RIDGE RECORDED IN VOLUME 194 OF PLATS, PAGES 15-17, UNDER KING BY: Date: COUNTY RECORDING NUMBER 20000404001056. BY: Date: J. THE PLAT OF THE RESERVE AT STONEHAVEN RECORDED IN VOLUME 233 OF PLATS, PAGES 43-47, UNDER KING COUNTY RECORDING NUMBER 20060321000567. DATE: VERTICNA 988 HORIZONTAL: NAD VD1983/1991 ,► VUECREST ESTATES & VUECREST II 09.28.15 C T Y O FIELDBOOK: RENTON PAGE: TOPOGRAPHY MAP DATUM DRAWING NO: Planning/Building/Public Works Dept. a C2 U15007217 / U15007232 SHEET: 2 OF: 33 DRS PROJECT NO. 12102 R-389752 SECTION CORNER AS NOTED 1111100-111111 QUARTER SECTION CORNER AS NOTED FOUND MONUMENT AS NOTED FOUND 1/2" REBAR WITH RED PLASTIC CAP STAMPED "CNW 40016" (TYP) EXCEPT AS NOTED OTHERWISE F� PROPERTY LINE SOL SOIL TEST PIT __G__ ROAD SIGNAGE ❑® POWER METER POWER POLE c GUY ANCHOR ¢-� STREET LIGHT ® STREET LIGHT CONTROL BOX FIRE HYDRANT D4 WATER VALVE ® CATCH BASIN G❑ STORM DRAIN MANHOLE 6-6 SANITARY SEWER MANHOLE ❑® ELECTRIC METER 0 DECIDUOUS TREE (D) 0 EVERGREEN TREE (F) CLF CHAINLINK FENCE WDF WOOD FENCE WIF WIRE FENCE SANITARY SEWER LINE = STORM LINE OP OVERHEAD POWER T TELECOMMUNICATIONS G GAS PAINT W WATER PAINT EDGE OF PAVEMENT SUR VE YOR'S NO TES: 1. ALL TITLE INFORMATION SHOWN ON THIS MAP HAS BEEN EXTRACTED FROM CHICAGO TITLE INSURANCE COMPANY A.L. T.A. COMMITMENT ORDER NO. 1349419 DATED AUGUST 28, 2012 AND SUPPLEMENTAL COMMITMENT NUMBER I THERETO DATED OCTOBER 3, 2012. IN PREPARING THIS MAP, D.R. STRONG CONSULTING ENGINEERS INC. HAS CONDUCTED NO INDEPENDENT TITLE SEARCH NOR IS D.R. STRONG CONSULTING ENGINEERS INC. AWARE OF ANY TITLE ISSUES AFFECTING THE SURVEYED PROPERTY OTHER THAN THOSE SHOWN ON THE MAP AND DISCLOSED BY REFERENCED CHICAGO TITLE INSURANCE COMPANY COMMITMENT. D.R. STRONG CONSULTING ENGINEERS INC. HAS RELIED WHOLLY ON CHICAGO TITLE COMPANY REPRESENTATIONS OF THE TITLE'S CONDITION TO PREPARE THIS SURVEY AND THEREFORE D.R. STRONG CONSULTING ENGINEERS INC. QUALIFIES THE MAP'S ACCURACY AND COMPLETENESS TO THAT EXTENT 2. THIS SURVEY REPRESENTS VISIBLE PHYSICAL IMPROVEMENT CONDITIONS EXISTING ON JANUARY 2013. ALL SURVEY CONTROL INDICATED AS 'FOUND" WAS RECOVERED FOR THIS PROJECT IN DECEMBER, 2012. J. PROPERTY AREA = 405,398± SQUARE FEET (9.3067± ACRES) - VUECREST ESTATES PROPERTY AREA = 106,689± SQUARE FEET (2.4492± ACRES) - VUECREST 11 SHORT PLAT 4. ALL DISTANCES ARE IN FEET. 5. THIS /S A FIELD TRAVERSE SURVEY. A LEICA FIVE SECOND COMBINED ELECTRONIC TOTAL STATION WAS 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 MANUFACTURERS SPECIFICATIONS. 6. UTILITIES OTHER THAN THOSE SHOWN MAY EXIST ON THIS SITE. ONLY THOSE UTIL ITIES W/TH 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: VUECREST ES TA TES 1. THIS SITE IS SUBJECT TO THE TERMS AND CONDITIONS OF AN EASEMENT TO THE CITY OF RENTON AND TALBOT DEVELOPMENT PARTNERS, L.L.C. FOR A TEMPORARY CUL-DE-SAC AS DISCLOSED BY INSTRUMENT RECORDED UNDER RECORDING NUMBER RECORDING NUMBER 19990826000429. THE EASEMENT AREA DESCRIBED WITHIN SAID INSTRUMENT IS SHOWN HEREON. 2. THIS SITE IS SUBJECT TO THE TERMS AND CONDITIONS OF A UTILITY EASEMENT TO PUGET SOUND ENERGY, INC. FOR UTILITY SYSTEMS FOR GAS AND ELECTRICITY AS DISCLOSED BY INSTRUMENT RECORDED UNDER RECORDING NUMBER RECORDING NUMBER 20030401000988 THE LEGAL DESCRIPTION WITHIN SAID INSTRUMENT IS INSUFFICIENT TO DETERMINE THE EASEMENTS EXACT LOCATION WITHIN THE SI TE. J. THIS SITE IS SUBJECT TO THE TERMS AND CONDITIONS OF CITY OF RENTON ORDINANCE NUMBER 3790 AS DISCLOSED BY INSTRUMENT RECORDED UNDER RECORDING NUMBER 8403260504. SAID ORDINANCE BURDENS THE ENTIRE SITE AND CONTAINS A LEGAL DESCRIPTION FOR THIS AND OTHER OFF-SITE PROPERTY. 4. THIS SITE IS SUBJECT TO THE TERMS AND CONDITIONS OF AN AGREEMENT BETWEEN THE CITY OF RENTON AND ENVIRONMENTAL DEVELOPMENT, INC. REGARDING LATECOMERS REIMBURSEMENT FOR CONNECTION TO A WATER SYSTEM AS DISCLOSED BY INSTRUMENT RECORDED UNDER RECORDING NUMBER 9505080322 AND AMENDMENT THERETO AS DISCLOSED BY INSTRUMENT RECORDED UNDER RECORDING NUMBER 9710140140 SAID AGREEMENT BURDENS THE ENTIRE SITE AND CONTAINS A LEGAL DESCRIPTION FOR THIS AND OTHER OFF-SITE PROPERTY. 5. THIS SITE IS SUBJECT TO THE COVENANTS, CONDITIONS, RESTRICTIONS, EASEMENTS, NOTES, DEDICATIONS AND SETBACKS, IF ANY, SET FORTH IN OR DELINEATED ON THE BOUNDARY/LOT LINE ADJUSTMENT RECORDED UNDER RECORDING NUMBER 20020823900003. NO SUCH COVENANTS, CONDITIONS, RESTRICTIONS, EASEMENTS, NOTES, DEDICATIONS OR SETBACKS WERE PRODUCED BY SAID BOUNDARY/LOT LINE ADJUSTMENT. VUECREST 11 SHORT PLA T 1. THIS SITE IS SUBJECT TO THE EXCEPTIONS AND RESERVATIONS CONTAINED IN THE DEED RECORDED UNDER RECORDING NUMBER RECORDING NUMBER 3444206, SAID INSTRUMENT IS A RE-RECORDING OF INSTRUMENT RECORDED UNDER RECORDING NUMBER RECORDING NUMBER 3377627. 2. THIS SITE IS SUBJECT TO THE TERMS AND CONDITIONS OF AN AGREEMENT EXECUTED BY KBSIII LLC AND STEVEN AND SHARYL BLOMQUIST REGARDING A TERMINABLE LICENSE IN FAVOR OF THE BLOMQUISTS WITH RESPECT TO USE OF THE KBS PORTION OF THE BOUNDARY -STRADDLING THE LAW AS DISCLOSED BY INSTRUMENT RECORDED UNDER RECORDING NUMBER 20131009000726 AND 201310221138. I III TRACT A 12"IE CONC=404.061 CD I U . UNPLATTED .+ CB T 1 12"IE CONC=404.99 �I I RIM-- 5.88 Q \I U_ 12"IE ADS=402.98 (S) Z \\ 12"IE A S=402.95 (NE) \` a'• '• 4 12"IE CONC= pP WWI''. e .a.. . \� II 1LUX tFa�lslormer CONrR F' d i I V� i SE 186TH ST._ Q FOUND 1-3/4" BRASS DISC WITH A "X" IN A 4"X4" CONCRETE Z .\3 b MONUMENT, DOWN 0.5' IN t MONUMENT CASE. DECK CB T-1 RIM=406.27 TRACT C �UILDING �� �� I 12"IE ADS=403.3 7GARAGE(4909)TRACT B SSMH ERHANG•wRIM=409.89 _3�CONC=407.906"IE=402.38(NW) G ) 8"IE=402.06(S) p _ I EVS77NO DRIVEWAY WILL a FP O ABANDONED AND REPLACED Wl7N -� FRONTAGE IMPROVEMENTS conrirl 12"IE CONC=408.13 � I� FREDRICKS PLACE I VOL. 169, PG'S. 30-36, REC. NO. 9406211158 ` 1.3'N I 2 DPECE _ ❑ ' I I kiUILUIN(i I I\E CO \ 408.20 4.0'S Ii CB T-1 4.3'S RIM=409.35 I I LOT B UNPLATTED 12"IE CONC=408.41 12"IE ADS=406.07 (NE) I 12"IE CONC=408.48 I G KING CO. BLA NO L94LO141 a I RECOMMENDED FOR APPOVAL REFERENCES: VUECREST ES TA TES & VUECREST 11 SHORT PLAT BY: Date: 1. CITY OF RENTON LOT LINE ADJUSTMENT NUMBER LUA-02-045-LLA, RECORDED UNDER KING COUNTY RECORDING NUMBER 20020823900003. BY: Date: 2. THE PLAT OF TALBOT RIDGE RECORDED IN VOLUME 194 OF PLATS, PAGES 15-17, UNDER KING BY: Date: COUNTY RECORDING NUMBER 20000404001056. BY: Date: J. THE PLAT OF THE RESERVE AT STONEHAVEN RECORDED IN VOLUME 233 OF PLATS, PAGES 43-47, UNDER KING COUNTY RECORDING NUMBER 20060321000567. DATE: VERTICNA 988 HORIZONTAL: NAD VD1983/1991 ,► VUECREST ESTATES & VUECREST II 09.28.15 C T Y O FIELDBOOK: RENTON PAGE: TOPOGRAPHY MAP DATUM DRAWING NO: Planning/Building/Public Works Dept. a C2 U15007217 / U15007232 SHEET: 2 OF: 33 DRS PROJECT NO. 12102 R-389752 w Q z U w U n, U7 'W ry U W SE 1/4 SECTION 37, TOWNSHIP 23 N, RANGE 5 E, W. M. VUECREST ESTATES 8 VUECREST /L SHORT PLAT 25.0'125.0' W I tl El BORGATA CONDOMINIUM VOL. 216, PG'S. 31-38, Rr*r tin r Call 2 Working Days Before You Dig 811 Utilities Underground Location Center (ID,MT,ND,OR,WA) W� i 4I ------- IX 11 - - 2 O/ / 6,119 S.F. /I o 103.22.16 60.69 63.28' AS NOTED Q; L- 2 CITY COMMENTS, REVIEW 2 MAJ 06,06.16 MaJ DESIGNED 3 CITY COMMENTS. REVIEW 3 MAJ 08,25.16 MAJ TEMPORARY CUL a - - - - - - - --- CHECKED: MAJ AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY 6 DRAFT AS-BUILTS MAJ 01,04,18 MAJ APPROVED: MAJ 107.00' 10700, I I 2 11 1 \ I N I I 6,059 S.F. S9 13+88.20 1 9882609042.9- (O BE EXTINGUISHED F _ 13+02.78 10' STEEP SLOPE BUFFER L - - - I \ 17 115396 12+04.28 (NO DISTURBANCE AREA) - 19 N I I 20 I----------� 12+04.28 S.F. 1 15+19.40 II 3 1A- I 5,622 S. F. 6,515 S. F. 1 I I I 1 I I I - I L---- I � 13 I 1 1 j ,0o 0) I 5 266 S F io ca I ------------ ---- I II 4 II - i I 6,255 S. F. _0 /I N TRACT F L ------J 37.65' 1 � 25.4. SENSITIVE AREA/NGPA N 1 - - - w 2 142, 070 S.F. TR A �238�' - - - --J F-----------� o PRI TA TE ACCESS NII I I 1 5 I 101.34' �+ 1 6,06 7 S. F. �Io o I 5, 955 S.F. I 1 0 I V) I 1T6.- 7- / `" � I f--------- �II I i 6 1l0 C-, v 1 1 5,986 S. F. 1 6,,34J S. F. L---11.2- 4 ❑---� o -- I 7o0�--J _1 ----------� � J 6,486 S.F. 0 1 �1 1 1I 15 131.4'----- f------------� o Qi I 1 5, 350 S.F. 8 I 1 1 6,370 S.F. o 1 0 I cs 21,8 78 S. °j L---- 1 I � _J N �- - - - T07_00-- J \ I I - - - --- - I li j it 1 I TR °C I BUFFER I STOR P�� A FAG ,I BORGATA CONDOMINIUM VOL. 216, PG'S. 31-38, Rr*r tin r Call 2 Working Days Before You Dig 811 Utilities Underground Location Center (ID,MT,ND,OR,WA) W� i 4I ------- IX 11 - - 2 ` 1.63 18 Svc ECREST ES TA TES 015007217 / �• S- A VERAGEH OFFER 12.71 I o \ I O 00 \ N \ U o TRACT "B" SENSITIVE AREA/NGPA 21,J89 S.F. 49.94' TRACT "D" SENSITIVE AREA/NGPA 6 '�' \ 28, 337 S.F. �p mss.It i 7 V� tK� • 8 46.00' - TRACT "C" ill TREE RETENTION 19,424 S. F. 37' 15' SIDE YARD STREET SETBACK (TYP.) I � 1 I I 20' REAR YARD 15' FRONT YARD- I SETBACK (TYP.) [77- SETBACK (TYP.) J 5' SIDE YARD SETBACK (TYP.) NOTE.• 15' SENSITIVE AREA BUFFER SETBACK TYPICAL BSBL VUECREST II SHORT PLA T U 15007232 D.R. STRONG CONSUL TING ENGINEERS ENGINEERS PLANNERS SURVEYORS 6207TH AVENUE, KIRKLAND, WA 98033 O 425 827 3063 F 425 827 2423 68.32' O 6, 286 S.F. 0 I 56.25' 103.22.16 60.69 63.28' AS NOTED Q; L- 2 CITY COMMENTS, REVIEW 2 MAJ 06,06.16 MaJ DESIGNED 3 CITY COMMENTS. REVIEW 3 MAJ 08,25.16 MAJ TEMPORARY CUL AC - - - - - - - --- CHECKED: MAJ AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY 6 DRAFT AS-BUILTS MAJ 01,04,18 MAJ APPROVED: MAJ 107.00' 10700, NO. EASEMENT REC. NO. 13+88.20 11 I !-� _ p II // 13.6 �_ TRACT H o PRI VA TE ACCESS S9 13+88.20 1 9882609042.9- (O BE EXTINGUISHED F _ 13+02.78 - 60.00= 50.00' 50.00' I \ 17 115396 12+04.28 R I 1" 1 19 N I I 20 a 12+04.28 S.F. 1 15+19.40 1 4, 844 S. F. 1 5,078 S. F. I 5,622 S. F. 1 I I I I � 13 \\ 1 1 j ,0o 0) I 5 266 S F io I 6,183 F. ---- L - - - - - J L - - - - - _0 I L ------J 37.65' 56.25' 18.35' � 25.4. 50.00' 50.00' 1 63.59' w 2 o TR A 129.27' o PRI TA TE ACCESS NII 3 639 S. F. I g 101.34' 23.14' 1 I 5, 955 S.F. I 1 0 I I----------� / \ �II I o 1 6,,34J S. F. 4 ❑---� o I 7o0�--J '�o 15 TRACT " o Qi I 1 5, 350 S.F. SITIVE FNGPA I 1 I cs 21,8 78 S. 1 I � N �- - - - T07_00-- J \ 5'26.5I F - - - - - - --- - WETLANp 1 I 1450 I BUFFER ` 1.63 18 Svc ECREST ES TA TES 015007217 / �• S- A VERAGEH OFFER 12.71 I o \ I O 00 \ N \ U o TRACT "B" SENSITIVE AREA/NGPA 21,J89 S.F. 49.94' TRACT "D" SENSITIVE AREA/NGPA 6 '�' \ 28, 337 S.F. �p mss.It i 7 V� tK� • 8 46.00' - TRACT "C" ill TREE RETENTION 19,424 S. F. 37' 15' SIDE YARD STREET SETBACK (TYP.) I � 1 I I 20' REAR YARD 15' FRONT YARD- I SETBACK (TYP.) [77- SETBACK (TYP.) J 5' SIDE YARD SETBACK (TYP.) NOTE.• 15' SENSITIVE AREA BUFFER SETBACK TYPICAL BSBL VUECREST II SHORT PLA T U 15007232 D.R. STRONG CONSUL TING ENGINEERS ENGINEERS PLANNERS SURVEYORS 6207TH AVENUE, KIRKLAND, WA 98033 O 425 827 3063 F 425 827 2423 1 O 6, 286 S.F. 0 I I o \ 0 103.22.16 MAJ SURVEYED:SCALE: `.SJ.S` AS NOTED Q; L- 2 CITY COMMENTS, REVIEW 2 MAJ 06,06.16 MaJ DESIGNED 3 CITY COMMENTS. REVIEW 3 MAJ 08,25.16 MAJ 4 CIN COMMENTS. REVIEW 4 MAJ 10,21.16 MAJ DRAWN: YLP - - - - - - - --- CHECKED: MAJ AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY 6 DRAFT AS-BUILTS MAJ 01,04,18 MAJ APPROVED: MAJ 107.00' 10700, 66.65' \ 13+88.20 11 I !-� _ p II // 13.6 �_ TRACT H o PRI VA TE ACCESS S9 13+88.20 14 13+33.78 15 13+02.78 - 60.00= 50.00' 50.00' 17 12+04.28 18 co 1 -I f - - 12+04.28 TRACT A 15+19.40 I 1 1 1 I � 13 0l �/f 2 ^1 i� ,0o 0) I 5 266 S F io p0 1 4,500 S. F. 4 1 4,500 S.F. � 6,183 F. } � I I I I I I r,W Z I L ------J L -----J L ------J L------- � I 60.00' 50.00' 50.00' 1 63.59' w 2 129.27' ❑5 NII I g 1 I 5, 955 S.F. I 1 0 I ` 1.63 18 Svc ECREST ES TA TES 015007217 / �• S- A VERAGEH OFFER 12.71 I o \ I O 00 \ N \ U o TRACT "B" SENSITIVE AREA/NGPA 21,J89 S.F. 49.94' TRACT "D" SENSITIVE AREA/NGPA 6 '�' \ 28, 337 S.F. �p mss.It i 7 V� tK� • 8 46.00' - TRACT "C" ill TREE RETENTION 19,424 S. F. 37' 15' SIDE YARD STREET SETBACK (TYP.) I � 1 I I 20' REAR YARD 15' FRONT YARD- I SETBACK (TYP.) [77- SETBACK (TYP.) J 5' SIDE YARD SETBACK (TYP.) NOTE.• 15' SENSITIVE AREA BUFFER SETBACK TYPICAL BSBL VUECREST II SHORT PLA T U 15007232 D.R. STRONG CONSUL TING ENGINEERS ENGINEERS PLANNERS SURVEYORS 6207TH AVENUE, KIRKLAND, WA 98033 O 425 827 3063 F 425 827 2423 1 CIN COMMENTS, REVIEW 1 MAJ 103.22.16 MAJ SURVEYED:SCALE: `.SJ.S` AS NOTED VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/1991 DATUM 2 CITY COMMENTS, REVIEW 2 MAJ 06,06.16 MaJ DESIGNED 3 CITY COMMENTS. REVIEW 3 MAJ 08,25.16 MAJ 4 CIN COMMENTS. REVIEW 4 MAJ 10,21.16 MAJ DRAWN: YLP ONE INCH 5 MYLARS MAJ 12,06.16 MAJ CHECKED: MAJ AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY 6 DRAFT AS-BUILTS MAJ 01,04,18 MAJ APPROVED: MAJ 1 NO. REVISION BY I DATE I A P P R VER TI CAL DA TUM: NA VD 88 PER CITY OF RENTON VERTICAL CONTROL HORIZON TA DA TUM: NAD 1983/91 PER CITY OF RENTON MONUMENTS. BENCHMARK: 1. CITY OF RENTON CONTROL POINT NUMBER 1872: FOUND CONCRETE MONUMENT WITH BRASS PIN, DOWN 1.1' IN MONUMENT CASE. INTERSECTION OF S. 192ND STREET AND 99TH PLACE S. ELEVATION = 319.47 FEET. 2. CITY OF RENTON CONTROL POINT NUMBER 1227: FOUND CONCRETE MONUMENT WITH BRASS PLUG, DOWN 1.0 IN MONUMENT CASE ELEVATION = 54.78 FEET. BASIS OF BEARINGS: N20'09'04"W BETWEEN THE MONUMENTS FOUND IN PLACE AT CITY OF RENTON HORIZONTAL CONTROL POINTS 1872 AND 1227. DRI VEWA Y TABLE LOT NO. DRIVEWAY (Z STA. 1 11+32.28 2 11+60.74 3 12+34.57 4 12+68.78 5 13+37.78 6 13+68.78 7 14+40.78 8 14+71.28 9 15+04.65 10 13+88.20 11 13+88.20 12 13+88.20 13 13+88.20 14 13+33.78 15 13+02.78 16 12+30.47 17 12+04.28 18 12+04.28 19 12+04.28 20 12+04.28 TRACT A 15+19.40 STATIONING IS ALONG FLOWLINE OF CURB MONUMENT STATIONING SCHEDULE 1❑ 11 + 04.35 (SMI THERS A VE S) 2❑ 11+75.,35 (SMI THERS A VE S) 3❑ 11+9310 (SMI THERS A VE S) ® 12+64.10 (SMI THERS A VE S) 5❑ 14+99.25 (SMI THERS A VE S) © 16+35.01 (SMI THERS A VE S) E7 17+03.82 (SMI THERS AVE S) ® 18+03.68 (SE 186TH ST) AS -BUILT "I CER71FY THAT THE INFORMATION SHOWN HEREON WHICH WAS AS -BUILT BY D.R. S77?ONG, AND MAY INCLUDE LOCA PONS, ELEVA RONS, DEPTHS, PIPE SIZES, AND AS -BUILT COMMEN7S, ACCURATELY REFLECTS EXIS77NG FIELD CONDITIONS AS DETERMINED BY ME OR UNDER MY DIRECT SUPERVISION ON 7HIS DA TE: 1/12/2018. " C TY OF RENTON Planning/Building/Public Works Dept NORTH GRAPHIC SCALE 0 20 40 80 1 INCH = 40 FT. RECOMMENDED FOR APPOVAL BY: Date: BY: Date: BY: Date: BY: Date: VUECREST ESTATES & VUECREST II 09.28.15 HORIZONTAL &VERTICAL CONTROL PLAN PAGE: DRAWING NO: C3 U15007217 / U15007232 SHEET: 3 OF: 33 DRS PROJECT NO. 12102 R-389753 Q � z ~ (/) LLJ D Ld O r/ U Ld (/) LdI- Q C/) Ld U7 Ld ry U Ld VUECREST ES TA TES 015007217 r Call 2 Working Days Before You Dig 811 Utilities Underground Location Center (ID,MT,ND,OR,WA) SE 1/4 SECTION 31, TOWNSHIP 23 N, RANGE 5 E, W.M. VUECRES T ESTATES & VUECRES T l/ SHORT PLAT VUECREST II SHORT PLA T 015007232 UNPLATTED / 12 - - TRACT'A" (0� N MN Z SENSITIVE AREA/NGPA AFF % 11 r\Pi t8,412 S.F. O 0j 25.82' 60.00' 60.00' - �� m JEEP / 01 _ _ _ o P 8.22 , /' / F J F - J �4�, � /� .44 9 / I NI 7 I NI 6 I 7,559 S.F. p 7,56J S.F. 58.21A4 L 8 / z / 17,046 S.F. O L ------------J L -----J L -----J 202.02' I LOT A •I// - - 60. DO' - 60.00' - r -----J r-- -� I I I I I I I I I I I I NI 5 I NI 4 I p 7,568 S.F. �' 7,5 7J S. F. L -----J I L- J 60.00' 1 60.00' LOT B KING CO. BLA NO L94LO141 RF -r Nin QFr)117nRiF, 102.44'v CITY OF RENTON CONTROL POINT NO. SCALE 1872, FOUND CONCRETE MONUMENT WITH BRASS PIN, DOWN 1.1 IN 1'=500' MONUMENT CASE SECTION SUBDIVISION DIAGRAM AS -BUILT "7 CERTIFY THAT THE INFORMA110N 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 COND1 T10NS AS DETERMINED BY ME OR UNDER MY DIRECT SUPERVISION ON THIS DA TE- 1/12/2018." •I D.R. STRONG CONSUL TING ENGINEERS ENGINEERS PLANNERS SURVEYORS 620 7TH AVENUE, KIRKLAND, WA 98033 O 425.827.3063 F 425.827.2423 1 CITY COMMENTS, REVIEW 1 2 CITY COMMENTS, REVIEW 2 3 CITY COMMENTS, REVIEW 3 4 CITY COMMENTS, REVIEW 4 5 MYLARS I 6 DRAFT AS-BUILTS N0. 01.04.18 REVISION UNPLATTED SE 186TH ST. - -60.00' -60.00' - r -----J r -----J I I I I I I I I I I I I NI 3 NI 2 N 7, 577 S.F. w 7,581 S. F. �I I vl I I I I I I I I I I I I I L -----J L -----J 60.00' 1 60.00' UNPLATTED VERTICAL DA TUM: 'R 2 I-- • 'Q TRACT B TRACT C 47.75" I I I II MAJ DESIGNED: M 8, 925 S.F. I M AJ 10.21.16. MAJ DRAWN: YLP MAJ I I I L I JI 01.04.18 'R 2 I-- • 'Q TRACT B TRACT C NA VD 88 PER CITY OF RENTON VERTICAL CONTROL HORIZON TA DA TUM: NAD 1983/91 PER CITY OF RENTON MONUMENTS. BENCHMARK: 1. CITY OF RENTON CONTROL POINT NUMBER 1872: FOUND CONCRETE MONUMENT WITH BRASS PIN, DOWN 1.1' IN MONUMENT CASE. INTERSECTION OF S. 192ND STREET AND 99TH PLACE S. ELEVATION = 319.47 FEET. 2. CITY OF RENTON CONTROL POINT NUMBER 1227: FOUND CONCRETE MONUMENT WITH BRASS PLUG, DOWN 1.0 IN MONUMENT CASE ELEVATION = 54.78 FEET. BASIS OF BEARINGS• N20'09'04"W BETWEEN THE MONUMENTS FOUND IN PLACE AT CITY OF RENTON HORIZONTAL CONTROL POINTS 1872 AND 1227. MAJ 03.22.16 MAJ SURVEYED: SJS MAJ 06.06.16 MAJ DESIGNED: M hW 08.25.16 MAJ M AJ 10.21.16. MAJ DRAWN: YLP MAJ 12.06.16 MAW CHECKED: MAJ MAJ 01.04.18 MAJ APPROVE BY DATE APPR Q FREDRICKS PLACE VOL. 169, PG'S. 30-36, OREC. NO. 9406211158 I NA VD 88 PER CITY OF RENTON VERTICAL CONTROL HORIZON TA DA TUM: NAD 1983/91 PER CITY OF RENTON MONUMENTS. BENCHMARK: 1. CITY OF RENTON CONTROL POINT NUMBER 1872: FOUND CONCRETE MONUMENT WITH BRASS PIN, DOWN 1.1' IN MONUMENT CASE. INTERSECTION OF S. 192ND STREET AND 99TH PLACE S. ELEVATION = 319.47 FEET. 2. CITY OF RENTON CONTROL POINT NUMBER 1227: FOUND CONCRETE MONUMENT WITH BRASS PLUG, DOWN 1.0 IN MONUMENT CASE ELEVATION = 54.78 FEET. BASIS OF BEARINGS• N20'09'04"W BETWEEN THE MONUMENTS FOUND IN PLACE AT CITY OF RENTON HORIZONTAL CONTROL POINTS 1872 AND 1227. MAJ 03.22.16 MAJ SURVEYED: SJS MAJ 06.06.16 MAJ DESIGNED: M hW 08.25.16 MAJ M AJ 10.21.16. MAJ DRAWN: YLP MAJ 12.06.16 MAW CHECKED: MAJ MAJ 01.04.18 MAJ APPROVE BY DATE APPR SCALE: AS NOTED ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/1991 DATUM DRI VEWA Y TABLE LOT NO. DRIVEWAY (� STA. 1 24+49.58 2 24+18.59 3 23+29.58 4 22+98.58 5 22+09.58 6 21+78.58 7 21+18.58 8 19+73.01 STATIONING IS ALONG FLOWLINE OF CURB MONUMENT STATIONING SCHEDULE 0 19+07.89 (SE 186TH ST) Flo] 19+43.32 (SE 186TH ST) 11 20+29.56 (SE 186TH ST) 12 20+63.67 (SE 186TH ST) 13 25+32.83 (SE 186TH ST) = 51+88.57 (102ND AVE SE) ADA RAMP TABLE RAMP NO. RAMP (2 STA. 1 51+51.07, 11.00' L 1A 51+50.88, 18.57' R 2 14+10.06, 13.00' R 3 14+10.06, 13.00' L 0 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 C10 MEASURED ALONG FLOWLINE OF CURB NORTH GRAPHIC SCALE 0 20 40 80 1 INCH = 40 FT. RECOMMENDED FOR APPOVAL Date:- Date:- Date:- Date:- DATE: ate:Date:Date:Date: DATE: C TY OF VUECREST ESTATES & VUECREST II 09.28.15 FIELDBOOK: R E N TO N PAGE: HORIZONTAL & VERTICAL CONTROL PLAN DRAWING NO: Planning/Building/Public Works Dept. a C4 U15007217 / U15007232 SHEET: 4 OF 33 DRS PROJECT NO. 12102 R-389754 R = 15.00' CR -1 4 = 25'50'2,9.4 L = 6.77' R = 25.00' CR -2 4 = 11724'1.2" L = 51.23' MEASURED ALONG FLOWLINE OF CURB NORTH GRAPHIC SCALE 0 20 40 80 1 INCH = 40 FT. RECOMMENDED FOR APPOVAL Date:- Date:- Date:- Date:- DATE: ate:Date:Date:Date: DATE: C TY OF VUECREST ESTATES & VUECREST II 09.28.15 FIELDBOOK: R E N TO N PAGE: HORIZONTAL & VERTICAL CONTROL PLAN DRAWING NO: Planning/Building/Public Works Dept. a C4 U15007217 / U15007232 SHEET: 4 OF 33 DRS PROJECT NO. 12102 R-389754 w Q z U w O n, N M U7 Ld N ry U Ld w U7 Ld ry U Ld TRACT A X I I I ' IBORG?ITJ GQNIDOMIN IUM I I I I I I I 'I I II I l \ '\ \ l\ l \ I\'\ \ l \ \ \ r\ \\ \\ \ \ \ \0 \ 31- / RECi Nd. 0604 0d953 r Call 2 Working Days Before You Dig 811 Utilities Underground Location Center (ID,MT,ND,OR,WA) AS -BUILT SE 1/4 SECTION 37, TOWNSHIP 23 N, RANGE 5 E, W. M. VUECRES T ESTATES 8 VUECRES T l/ SHORT PLAT "l CERTIFY THAT THE INFORMATION SHOWN HEREON WHICH WAS AS—BUILT BY D.R. STRONG, AND MAY INCLUDE LOCATIONS, ELEVATIONS, DEPTHS, PIPE SIZES, AND AS—BUILT COMMENTS, ACCURA TEL Y REFLECTS EXISTING FIELD CONDI TIONS AS DETERMINED BY ME OR UNDER MY DIRECT SUPERVISION ON THIS DATE 111212018.- i W� ckv Ohl �A D.R. STRONG CONSUL TING ENGINEERS ENGINEERS PLANNERS SURVEYORS 620 7TH AVENUE, KIRKLAND, WA 98033 O 425 827 3063 F 425 827 2423 THE RESERVE AT STONEHAVEN VOL. 233, PG'S. 43-47, REC. NO. 20060321000567 1 CIN COMMENTS, REVIEW 1 MAJ 03,22.16 MAJ SURVEYED:SCALE: `.SJ.S` VERTICAL: NAVD 1988 2 CIN COMMENTS, REVIEW 2 MAJ 06,06.16 MXI DESIGNED: AS NOTED HORIZONTAL: NAD 1983/1991 3 CIN COMMENTS. REVIEW 3 MAJ 08,25.16 MAJ MAJ 4 CIN COMMENTS. REVIEW 4 MAJ 10,21.16 MAJ DRAWN: YLP ONE INCH DATUM 5 MYLARS MAJ 12,06.16 MAJ CHECKED: MAJ AT FULL SCALE 6 DRAAS—BUILTS MAJ 01,04,18 111 IF NOT ONE INCH APPROVED: SCALE ACCORDINGLY N0. REVISION BY I DATE I APPR MAJ TREE RETENTION CALCULA TIONS VUECREST ES TA TES TOTAL TREES ON SITE 395 DEAD, DISEASED OR DANGEROUS TREES: 30 TREES IN RIGHT-OF-WAY. 50 TREES IN PRIVATE ACCESS EASEMENTS/TRACTS: 0 TREES IN CR/TICAL AREAS AND BUFFERS: 118 NET TREES: 197 TREES TO BE RETAINED, REQUIRED: (197 X 0.3) = 59.1 TREES TO BE RETAINED, PROPOSED: 44 REQUIRED MINIMUM REPLACEMENT INCHES 181.2 REPLACEMENT TREES WILL CONSIST OF MINIMUM 2" CALIPER TREES. SEE LANDSCAPE PLANS FOR MORE DETAILS. VUECREST 11 SHORT PLAT TOTAL TREES ON SITE 135 DEAD, DISEASED OR DANGEROUS TREES: 50 TREES IN RIGHT-OF-WAY.- 32 TREES IN PRIVATE ACCESS EASEMENTS/TRACTS: 0 TREES IN CR/TICAL AREAS AND BUFFERS: 17 NET TREES: 36 TREES TO BE RETAINED, REQUIRED: (36 X 0.3) = 10.8 TREES TO BE RETAINED, PROPOSED: 9 REQUIRED MINIMUM REPLACEMENT INCHES. 21.6 REPLACEMENT TREES WILL CONSIST OF MINIMUM 2" CALIPER TREES. SEE LANDSCAPE PLANS FOR MORE DETAILS. TREE LEGEND DEAD, DISEASED OR DANGEROUS TREES (PER ARBORIST REPORT) TREES TO BE REMO VED NOTE: TREES REMOVED IN WETLAND AND WETLAND BUFFER AREA TO REMAIN WITHIN THE WETLAND AS SNAGS. L OCA TIONS PER M/ TIGA TION PLAN TREES TO BE SAVED AND COUNTED TOWARDS TREE RETENTION REQUIREMENT NORTH GRAPHIC SCALE 0 25 50 100 1 INCH = 50 FT. RECOMMENDED FOR APPOVAL BY: Date: BY: Date: BY: Date: BY: Date: IQ C TY 0� VUECREST ESTATES & VUECREST II 09.28.15 FIELDBOOK: R E N TO N PAGE: TREE RETENTION PLAN qb DRAWING N0: Planning/Building/Public Works Dept. C5 U15007217 / U15007232 SHEET: 5 OF: 33 DRS PROJECT NO. 12102 R-389755 W Q Z O W O ry n DRS PROJECT N0. 12102 R-389756 SE 1/4 SECTION 31, TOWNSHIP 23 N, RANGE 5 E, W.M. VUECRES T ESTATES & VUECREST l/ SHORT PLAT II RIM \ II as LLJ < RIM361*759 �I-- Q IE=361.75 CTR CHANNEL 8" PVC (N,S), 6" PVC (E FENCE TO BE MOL TO NORTHERN OUT (N) PROPERTY LINE, CB TYPE -1 41' � EXISTING STREET LIGHT POLE DEI/ELOPER TO C ORDINATE FENCE J EXISTING TURN RIMCPP9(Ej II III pAND FOUNDA ON TO BE REMOVED RELOCATION WITH NEIGHBOR PRIOR SEDIMENT NT TRAP 1 90'x30' TO BE REM0 .3o 12" PP (N) II C ,�1 1$p �0 TO MOVING SEE CALCULATIONS, Cr �1 �' 15;\� �1 y�� '`ti THIS SHEET �, p ' , - k�' pch F,�' p �,� pFFcro ' /Ib TYPEIrENUE� 7 !, WI I I Incl I I/,' / I I' 69114 O �� O 0.1'0 I� I I ' " Hca? 1 / / ' \ I 1 2W) 2� 7t0 X00 UT S O : I I I KiI I 1 101 I r ' �/ / / / �R S �� _ / �• O II I III 1 / ,� 1 I r\ / I I I III , / / / ' 1 1 `1\ ^ 2 I S II� I \ �7r �/ 50 L( DINE / p— PUMP DISCHARG FRO RC PTO W l ,' o I 1 1 ' , / ,` � / � LLJJ SWALE TO SEDIMENT TRA PI 1 _ ' `O III 1 /r1v 12101kk Ld 362 11'111,11' IIIII1j1 I' I I I 1 �+� ' CONSTRUC77 / `1 v.. 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I I, 1 I I 1 1 \\ 1\ \l \ \1 J I I 1 1 I I I I 1 1 I \ \ \ \ \ \ \ \ \ \ \ \ FENbE CORNER 111 I I' 1 1' 1 1 \ \\ \\\\\ \\\ \\\, I 1 1 , , I , \ \ 1.7'N OF LOT LINE i 1 1 I ', ' I I I I, II 1 I\ \ \ \\ \ \; \ \\\ \ \ \1� \ \ `\ FENCE CORNER IS FENCE CORNER IS SDCB I I I I , I I I I I 1 I I 1 , i I I \\ \ \\ \ \ \ \ \ 0.6'S OF LOT LINE 1.2'S OF LOT LINE I\ \ \ \ 70 54" OUTSIDE DIAMETER SEDIMENT TRAP 2 (SEE CALCULATIONS, RIM=252.20 IE=251.20 6"CONC (E,W) 774IS SHEET �k0 r\ Call 2 Working Days Before You Dig 811 Utilities Underground Location Center (ID,MT,ND,OR,WA) AS -BUILT I/ CER77FY THAT 7HE INFORMATION SHOWN HEREON WHICH WAS AS -BUILT BY D.R. STRONG, AND MAY INCLUDE LOCA7/ONS ELEVA RONS DEPTHS PIPE SIZES, AND AS -BUILT COMMENTS, ACCURA TEL Y REFLECTS EXIS77NG FIELD COND177ONS AS DETERMINED BY ME OR UNDER MY DIRECT SUPERVISION ON THIS DATE. 1/12/2018. " •I f D.R. STRONG CONSUL TING ENGINEERS ENGINEERS PLANNERS SURVEYORS 620 7TH AVENUE, KIRKLAND, WA 98033 O 425.827.3063 F 425.827.2423 TESC LEGEND CONSTRUCTION LIMITS REINFORCED SILT FENCE STABILIZED CONSTRUCTION ENTRANCE DC DUST CONTROL MULCHING, MATTING, & COMPOST BLANKETS OINLET PROTECTION PS PERMANENT SEEDING AND PLANTING STREET SWEEPING & VACUUMING INTERCEPTOR SWALE WITH ROCK CHECK DAM ...�...� EVERY 50' 12" TEMPORARY CULVERT TREE PROTECTION FENCE O1 REMOVE EXISTING STRUCTURE OREMOVE EXISTING UTILITY ELEMENT OCONTRACTOR TO LIMIT FOOT TRAFFIC WITHIN WETLAND BOUNDARIES DURING CULVERT CONSTRUCTION TREE TO BE REMOVED TREE TO BE RETAINED SEDIMEN T TRAP 1 SIZING SUMMARY: 7HE SEDIMENT TRAP WAS SIZED USING 77 -IE REQUIREMENTS STATED /N APPENDIX D' OF 77 -IE 2009 KCSWDM SEC77ON D.3.5.1 WHICH REQUIRES 2080 S.F. OF SURFACE AREA PER CFS OF INFLOW WHICH WAS CALCULATED USING KCRTS (15 MIN 77ME STEPS) TO ANALYZE THE DEVELOPED SI7E CONDITIONS. 77?AP (CATCHMENT AREA: 2.95 AC.) 2 -YEAR PEAK FLOW RATE...................1.07 CFS REQUIRED SURFACE AREA.....................2,225 S. F. PROVIDED SURFACE AREA.....................2,650 S.F. SEDIMENT TRAP 2 SIZING SUMMARY: THE SEDIMENT TRAP WAS SIZED USING THE REQUIREMENTS STATED IN APPENDIX 'D' OF THE 2009 KCSWDM SECTION D.3.5.1 WHICH REQUIRES 2080 S.F. OF SURFACE AREA PER CFS OF INFLOW WHICH WAS CALCULATED USING KCRTS (15 MIN TIME STEPS) TO ANALYZE THE DEVELOPED SITE CONDITIONS. TRAP (CATCHMENT AREA: 2.17 AC.) 2 -YEAR PEAK FLOW RATE..................0.591 CFS REQUIRED SURFACE AREA ..................... 1, 230 S. F. PROVIDED SURFACE AREA.....................1,640 S.F. CONSTRUCTION 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). 3. 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 CB 22 TO EXISTING CB. 7 INSTALL PERIMETER PROTECTION (SILT FENCE, BRUSH BARRIER, ETC.). 8. CONSTRUCT SEDIMENT TRAPS. 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 AL WA YS 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 THAT REACH FINAL GRADE WITHIN SEVEN DAYS. 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. NO TES: 1. ADDITIONAL EROSION CONTROL MEASURES MAY BE REQUIRED AS DEEMED NECESSARY BY COR INSPECTOR. 2. ALL ONSITE EXISTING IMPROVEMENTS TO BE REMOVED. 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. ARBORIST NOTE: ANY WORK DONE WITHIN A TREE DRIPLINE MUST BE DONE UNDER ARBORIST SUPERVISION. Jd W Q \ II f \ CJ I I Z � ' PP wi a o AV / tI_.I1W r CONCR �� �• n CkXIS71NG POWER POLE AND PHONE PEQaTAL TO BE 1 '0 2.4'N �o�: 1�1 �0� i Q _CTED DURING CONSTRUCTION Q / rn G ILBOX BE REMOVED Av = I = \ \ _ —' �UILDINU EXIS77NG WATER E .oa (4909) SERVICE TO BE 1 IRE 0VED 9 �eWRrirwrr 1 1 w • • STOCKPILE I ' COVERED I ❑ ( ,o . / j I o 404 NORTH ' / 1 ` 1.3'N 1 / 6' WOOD\FENCE 1 408 410 HydrL GRAPHIC SCALE - 0 25 50 100 2.0'N EXIS77NG TELEPHONE 1 PEDESTAL TO BE RELOCATED II / 1 1 INCH - 50 FT. EXIS77NG POWER POLE TO BE PROTECTED DURING CONSTRUCTION � � `I ' I � I RECOMMENDED FOR APPOVAL BY: Date: BY: Date: BY: Date: BY: Date: 1 CITY COMMENTS, REVIEW 1 MAJ 03,22.16 h W SURVEYED: SCALE: `iS` VERTICAL: NAVD 1988 2 CITY COMMENTS, REVIEW 2 MAJ 06,06.16 Mai DESIGNED: AS NOTED HORIZONTAL: NAD 1983/1991 3 CITY COMMENTS, REVIEW 3 MAJ 08,25.16 Mal MAJ 4 CITY COMMENTS, REVIEW 4 MAJ 10,21.16 MAJ DRAWN: YLP ONE INCH n �� 5 MYLARS MAl 12.06.16 Mal CHECKED: AT FULL SCALE w� 6 DRAFT AS-BUILTS MAJ 01,04,18 Mal MI�MJ IF NOT ONE INCH APPROVED: SCALE ACCORDINGLY N0. REVISION BY I DATE I APPR I MAJ C TY OF RENTON Planning/Building/Public Works Dept VUECREST ESTATES & VUECREST II 09.28.15 FIELDBOOK: CLEARING AND TESC PLAN PAGE: DRAWING NO: C7 U15007217 / U15007232 SHEET: 7 OF: 33 DRS PROJECT NO. 12102 R-389757 W Q z ^ U / ' V D W o ry U W V / W C/) LTJ I- V 1 Ld ry U W N BE SPLICED AT POSTS. USE STAPLES, WIRE RINGS, OR EODNALENT TO ATTACH FABRIC TO POSTS. H POST SPACING MAY BE INCREASES TO 9 I WIRE BACKING IS USED 2W' BY 14 Ga WIRE OR EQUIVALENT, IF STANDARD STRENGTH FABRIC USED FILTER FABRIC MINIMUM 4'x4' TRENCH BACKFILL TRENCH WITH NATIVE SOIL 2°x4' WOOD POSTS, STEEL FENCE / POSTS, REBAR, OR EQUIVALENT 1. CONDITION OF USE 1.1. SILT FENCE MAY BE USED DOWNSLOPE OF ALL DISTURBED AREAS. 1.2. SLT FENCE IS NOT INTENDED TO TREAT CONCENTRATED FLOWS, NOR IS INTENDED TO TREAT SUBSTANTIAL AMOUNTS OF OVERLAND FLOW. ANY CONCENTRATED FLOW MOST BE CONVEYED THROUGH THE DRAINAGE SYSTEM TO A SEDIMENT TRAP OR POND. 2. DESIGN AND INSTALLATION SPECIFICATIONS 2.1. THE GEOTEXTILE USED MOST MET THE STANDARD LISTED BELLOW. A COPY OF THE MANUFACTURER'S FABRIC SPECIFICATIONS MOST BE AVAILABLE ON SITE. AOS (ASTM 04751) 3D•IODSIEVESIZE0.600.15MP.1J FOR SILT FI LM SP10051EVESIZE 0.30.0.15MM FOR OTHER FABRICS WATER PERMrrnVTIY ASTM D491 0.02SECIIMNIMUM GRAB TENSILE STRENCHr(ASTM D4632) I/ _'MN. FOR EXTRA STRENGH FABRIC 100 LBS. MN. FOR STANDARD STRENGHT FABRIC GRABTENSILEELONGATION ASTM 04632 30%MAX. ULTRAVIOLATE RESISTANCE ASTM D43 70%MIN. 2.2. STANDARD STRENGTH FABRIC REQUIRES WIRE BACKING TO INCREASE THE STRENGTH OF THE FENCE. WIRE BACKING OR CLOSER POST SPACING MAY BE REQUIRED FOR EXTRA STRENGTH FABRIC IF FIELD PERFORMANCE WARRANTS A STRONGER FENCE. 2.3. WHERE THE FENCE IS INSTALLED, THE SLOPE SHALL NOT BE STEEPER THAN 2H:lV 2.4. IF A TYPICAL SILT FENCE IS USED, THE STANDARD 4X4 TRENCH MAY NOT BE REDUCED AS LONG AS THE BOTTOM 8 INCHES OF THE SILT FENCE S WELL BURIED AND SECURE IN A TRENCH THAT STABILIZES THE FENCE AND DOES NOT ALLOW WATER TO BYPASS OR UNDERMINE THE SILT FENCE. 3. MAINTENANCE STANDARDS 3.1. ANY DAMAGE SHALL BE REPAIR IMMEDIATELY. 3.2. IF CONCENTRATED FLOES ARE EVIDENT UPHILL OD THE FENCE, THEY MUST BE INTERCEPTED AND CONVEYED TO A SEDIMENT TRAP OR POND. 3.3. IT IS IMPORTANT TO CHECK THE UPHILL SIDE OF THE FENCE FOR SIGNS OF THE FENCE CLOGGING AND ACTING AS A BARRIER TO FLOW AND THEN CAUSING CHANNELIZATION OF FLOWS PARALLEL TO THE FENCE. IF THIS OCCURS, REPLACE THE FENCE OR REMOVED THE TRAP SEDIMENT. 3.4. SEDIMENT MOST BE REMOVED WHEN SEDIMENT IS 6 INCHES HIGH. 3.5. IF THE FILTER FABRIC (GEOTE)CTILE) HAS DETERIORATED DUE TO ULTRAVIOLET BREAKDOWN, IT SHALL BE REPLACED. PUBLIC WORKS DEPARTMENT SILT FENCE STD. PLAN - 214.00 MARCH 2008 4' MIN 1' OVERFLOW DEPTH 1' DEPTH 2'- 4• ROCK OUTFLOW CHANNEL IF CONSTRUCTED BY 3 9 EXCAVATION. T SETTLING DEPTH 1r.: ::t::.;,:: �::'.':.: :::';.i r.' :.,1 sum 1.5' SEDIMENT STORAGE / I FILTER FABRIC FENCING V DEPTH 314"- 1-1t2"WASHED GRAVEL CROSS SECTION NTS NOTE: MAY BE CONSTRUCTED BY EXCAVATION OR BY BUILDING A BERM PUBLIC WORKS I SEDIMENT TRAP DEPARTMENT r Call 2 Working Days Before You Dig 811 Utilities Underground Location Center (ID,MT,ND,OR,WA) STD. PLAN - 211.00 MARCH 2008 INSTALL DRIVEW1 IS A ROADSIDE DI PER CITY ROAD E SE 1/4 SECTION 37, TOWNSHIP 23 N, RANGE 5 E, W. M. VUECREST ESTATES 8 VUECREST l/ SHORT PLAT DRNEWAVS SHALL BE PAVED TO THE EDGE OF R -0-W PRIOR TO INSTALLATION OF THE ,�.LGFUOPD CONSTRUCTION ENTRANCE TO AVOID FB / DAMAGING OF THE ROADWAY IT IS RECOMMENDED THAT THE R e 25' MIN. ENTRANCE BE CROWNED SO THAT RUNOFF DRAINS OFF THE PAD yam. 12•MIN.THICKNESS PROVIDE FULL WIDTH OF NOTES INGRESSIEGRESS AREA 1. CONDITION OF USE 1.1. CONSTRUCTION ENTRANCE SHALL BE STABILIZED WHEREVERTRAFFIC WILL BE LEAVING A CONSTRUCTION SITE AND TRAVELING ON PAVED ROADS OR OTHER PAVED AREAS WITHIN 1,000 FEET OF THE SITE. GRAB TENSILE STREBNGTH ASTM D47S1 200 PSI MI N. GRAB TENSILE ELONGATION ASTM D4632 3036 MAX. MULLEN BURSTSTRENGTH ASTM D3786.80A 400 PSI MIN. AOS ASTM D4751 20-45 U.S. STAN DARD SI EVE SIZE) 2. DESIGN AND INSTALLATION SPECIFICATIONS 2.1. HOG FUEL (WOOD BASED MULCH) MAYBE SUBSTITUTED FOR OR COMBINED WITH QUARRY SPALLS IN ARES THAT WILL BOT BE USED FOR PERMANENT ROADS. HOG FUEL IS NOT RECOMMENDED FOR ENTRANCE STABILIZATION IN URBAN AREAS. THE INSPECTOR MAY AT ANYTIME REQUIRE THE USE OF QUARRY SPALLS IF THE HOG FUEL IS NOT PREVENTING SEDIMENT FROM BEING TRACKED ONTO PAVEMENT OR IF THE HOG FUEL IS BEING CARRIED ONTO PAVEMENT. 2.2. FENCING SHALL BE INSTALLED AS NECESSARY TO RESTRICT TRAFFIC TO THE CONSTRUCTION ENTRANCE. 2.3. WHENEVER POSSIBLE, THE ENTRANCE SHALL BE CONSTRUCTED ON A FIRM, COMPACTED SUBGRADE. THIS CAN SUBSTANTIALLY INCREASE THE EFFECTIVENESS OF THE PAD AND REDUCE THE NEED FOR MAINTENANCE. 3. MAINTENANCE STANDARDS 3.1. QUARRY SPALLS SHALL BE ADDED IF THE PAD IS NO LONGER IN ACCORDANCE WITH THE SPECIFICATIONS. 3.2. IF THE ENTRANCE IS NOT PREVENTING SEDIMENT BEING TRACKED ONTO PAVEMENT, THEN ALTERNATIVE MEASURES TO KEEP THE STREETS FREE OF SEDIMENT SHALL BE USED. THIS MAY INCLUDE STREET SWEEPING, AN INCREASE IN THE DIMENSIONS OF THE ENTRANCE, OR THE INSTALLATION OF THE WHEEL WASH. IF WASHING IS USED, IT SHALL BE DONE ON AN AREA COVERED WITH CRUSHED ROCK, AND WASHED WATER SHALL DRAIN TO A SEDIMENT TRAP OR POND. 3.3. ANY SEDIMENT THAT IS TRACKED ONTO PAVEMENT SHALL BE REMOVED IMMEDIATELY BY SWEEPING. THE SEDIMENT COLLECTED BY SWEEPING SHALL BE REMOVED OR STABILIZED ON SITE. THE PAVEMENT SHALL NOT BE CLEANED BY WASHING DOWN THE STREET, EXCEPT WHEN SWEEPING IS INEFFECTIVE AND THERE IS A THREAT TO PUBLIC SAFETY. IF IT NECESSARY TO WASH THE STREETS, A SMALL SUMP MUST BE CONDUCTED. THE SEDIMENT WOULD THEN BE WASHED INTO THE SUMP WHERE IT CAN BE CONTROLLED AND DISCHARGED APPROPRIATELY. 3.4. ANY QUARRY SPALLS THAT ARE LOOSENED FROM THE PAD AND END UP ON THE ROADWAY SHALL BE REMOVED IMMEDIATELY. 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. PUBLIC WORKS STABILIZED STD. PLAN - 216.10 DEPARTMENT CONSTRUCTION ENTRANCE MARCH 2008 EROSION CONTROL NOTES & SPECIFI CA TIONS 1 DRAINAGE GRATE GRATE FRAME � D SEDIMENT AND DEBRIS r 7� FILTERED WATER G � 'd D SECTION VIEW DRAINAGE GRATE - RECTANGULAR GRATE SHOWN TRIM OVERFLOW BYPASS BELOW INLET GRATE DEVICE RETRIEVAL SYSTEM (rYP.) BELOW INLET GRATE DEVICE OVERFLOW BYPASS (TYP.) ISOMETRIC VIEW NOTES 1. Size the Below Inlet Grate Device (GIGO) farthe allomt water structure It Will service. 2. The BIGD shall have a bulli -In high-flow relief syslem (overflow bypass). 3. The retrieval system must allow removal of the BIGD Without spilling the Collected material. 4. Perform maintenance In accordance with Sfandwd Specification 8-01.3(15). 5. Remove filters after homes are constructed. o - + � � PUBLIC WORKS CATCH BASIN FILTER STD. PLAN 216.90 DEPARTMENT MARCH 2008 1. THESE NOTES SHALL APPEAR FOR ALL PROJECTS - SITE IMPROVEMENTS, SURFACE WATER UTILITY, WASTEWATER UTILITY, WATER UTILITY, AND TRANSPORTATION PLANS: 2. BEFORE ANY CONSTRUCTION OR DEVELOPMENT ACTIVITY OCCURS, A PRE -CONSTRUCTION MEETING MUST BE HELD BETWEEN THE CITY OF RENTON DEVELOPMENT ENGINEERING SECTION AND THE APPLICANT. THIS MEETING MAY INCLUDE ADDITIONAL CITY OF RENTON REPRESENTATIVES AS DETERMINED BY THE CITY OF RENTON DEVELOPMENT ENGINEERING SECTION. J. THE BOUNDARIES OF THE CLEARING LIMITS AND AREAS OF VEGETATION PRESERVATION AS PRESCRIBED ON THE PLAN(S) SHALL BE CLEARLY FLAGGED BY SURVEY TAPE OR FENCING IN THE FIELD PRIOR TO CONSTRUCTION IN ACCORDANCE WITH APPENDIX D OF THE SURFACE WATER DESIGN MANUAL AND OBSERVED DURING CONSTRUCTION. DURING THE CONSTRUCTION PERIOD, NO DISTURBANCE BEYOND THE CLEARING LIMITS SHALL BE PERMITTED. THE CLEARING LIMITS SHALL BE MAINTAINED BY THE APPLICANT/ESC SUPERVISOR FOR THE DURATION OF CONSTRUCTION. 4. STABILIZED CONSTRUCTION ENTRANCES SHALL BE INSTALLED AT THE BEGINNING OF CONSTRUCTION AND MAINTAINED FOR THE DURATION OF THE PROJECT. ADDITIONAL MEASURES, SUCH ASCIONS TRUCTED WHEEL WASH SYSTEMS OR WASH PADS, MAY BE REQUIRED TO ENSURE THAT ALL PAVED AREAS ARE KEPT CLEAN AND TRACK OUT TO ROAD RIGHT OF WAY DOES NOT OCCUR FOR THE DURATION OF THE PROJECT. 5. ALL REQUIRED SEDIMENTATION/EROSION CONTROL FACILITIES MUST BE CONSTRUCTED AND IN OPERATION PRIOR TO LAND CLEARING AND/OR CONSTRUCTION TO PREVENT TRANSPORTATION OF SEDIMENT TO SURFACE WATER, DRAINAGE SYSTEMS AND ADJACENT PROPERTIES ALL EROSION AND SEDIMENT FACILITIES SHALL BE MAINTAINED IN A SATISFACTORY CONDITION UNTIL SUCH TIME THAT CLEARING AND/OR CONSTRUCTION IS COMPLETE AND POTENTIAL FOR ON-SITE EROSION HAS PASSED. THE IMPLEMENTATION, MAINTENANCE, REPLACEMENT AND ADDITIONS TO EROSION/SEDIMENTATION CONTROL SYSTEMS SHALL BE THE RESPONSIBILITY OF THE PERMITEE. TESC SYSTEMS MUST BE REMOVED AFTER CONSTRUCTION ACTIVITY IS COMPLETE. 6. THE EROSION AND SEDIMENTATION CONTROL SYSTEMS DEPICTED ON THIS DRAWING ARE INTENDED TO BE MINIMUM REQUIREMENTS TO MEET ANTICIPATED SITE CONDITIONS. A CONSTRUCTION PROGRESSES AND UNEXPECTED OR SEASONAL CONDITIONS DICTATE, THE PERMITEE SHALL ANTICIPATE THAT MORE EROSION AND SEDIMENTATION CONTROL FACILITIES WILL BE NECESSARY TO ENSURE COMPLETE SILTATION CONTROL ON THE PROPOSED SITE. DURING THE COURSE OF CONSTRUCTION, IT SHALL BE THE OBLIGATION AND RESPONSIBILITY OF THE PERMITEE TO ADDRESS ANY NEW CONDITIONS THAT MAY BE CREATED BY THE ACTIVITIES AND TO PROVIDE ADDITIONAL FACILITIES, OVER AND ABOVE MINIMUM REQUIREMENTS, AS MAY BE NEEDED, TO PROTECT ADJACENT PROPERTIES AND WATER QUALITY OF THE RECEIVING DRAINAGE SYSTEM. 7. APPROVAL OF THIS PLAN IS FOR EROSION/SEDIMENTATION CONTROL ONLY. IT DOES NOT CONSTITUTE AN APPROVAL OF STORM DRAINAGE DESIGN, SIZE NOR LOCATION OF PIPES, RES TRIC TORS, CHANNELS, OR RETENTION FACILITIES. 8. ANY AREAS OF EXPOSED SOILS, INCLUDING ROADWAY EMBANKMENTS, THAT WILL NOT BE DISTURBED FOR TWO DAYS DURING THE WET SEASON (OCTOBER IST TROUGH MARCH 30TH) OR SEVEN DAYS DURING THE DRY SEASON (APRIL 1ST TOUGH SEPTEMBER 30) SHALL BE IMMEDIATELY STABILIZED WITH THE APPROVED ESC COVER METHODS (E.G., SEEDING, MULCHING, PLASTIC COVERING, ETC.). 9. WET SEASON SEASONAL EROSION AND SEDIMENT CONTROL REQUIREMENTS APPLY TO ALL CONSTRUCTION SITES CLEARING BETWEEN OCTOBER 1 AND MARCH 30 INCLUSIVE, UNLESS OTHERWISE APPROVED BY THE CITY THROUGH AN ADJUSTMENT PROCESS. 10. COVER MEASURES WILL BE APPLIED IN CONFORMANCE WITH APPENDIX D OF THE SURFACE WATER DESIGN MANUAL. 11. ANY AREA NEEDING ESC MEASURES, NOT REQUIRING IMMEDIATE ATTENTION, SHALL BE ADDRESSED WITHIN SEVEN (7) DAYS. 12. THE ESC FACILITIES ON INACTIVE SITES SHALL BE INSPECTED AND MAINTAINED A MINIMUM OF ONCE A MONTH OR WITHIN 24 HOURS FOLLOWING A STORM EVENT. 13. AT NO TIME SHALL MORE THAN ONE (1) FOOT OF SEDIMENT BE ALLOWED TO ACCUMULATE WITHIN A CATCH BASIN. ALL CATCH BASINS AND CONVEYANCE LINES SHALL BE CLEANED PRIOR TO PAVING. THE CLEANING OPERATION SHALL NOT FLUSH SEDIMENT -LADEN WATER INTO THE DOWNSTREAM SYSTEM. 14. DURING THE TIME PERIOD OF OCTOBER 1sT THROUGH MARCH 307n; ALL PROJECT DISTRIBUTED SOIL AREAS GREATER, THAT ARE TO BE LEFT UN -WORKED FOR MORE THAN 12 HOURS, SHALL BE COVERED BY MULCH, SODDING OR PLASTIC COVERING. 15. ANY PERMANENT RETENTION/DETENTION FACILITY USED AS A TEMPORARY SETTLING BASIN SHALL BE MODIFIED WITH THE NECESSARY EROSION CONTROL MEASURES AND SHALL PROVIDE ADEQUATE STORAGE CAPACITY. IF THE PERMANENT FACILITY IS TO FUNCTION ULTIMATELY AS AN INFILTRATION SYSTEM, THE TEMPORARY FACILITY MUST BE ROUGH GRADED SO THAT THE BOTTOM AND SIDES ARE AT LEAST THREE FEET ABOVE THE FINAL GRADE OF THE PERMANENT FACILITY. 16. PRIOR TO THE BEGINNING OF THE WET SEASON (OCT. 1), ALL DISTURBED AREAS SHALL BE REVIEWED TO IDENTIFY WHICH ONES CAN BE SEEDED /N PREPARATION FOR THE WINTER RAINS. DISTURBED AREAS SHALL BE SEEDED WITHIN ONE WEEK OF THE BEGINNING OF THE WET SEASON. A SKETCH MAP OF THOSE AREAS TO BE SEEDED AND THOSE AREAS TO REMAIN UNCOVERED SHALL BE SUBMITTED TO THE CITY OF RENTON FOR REVIEW. AS -BUILT "I CERTIFY THAT THE INFORMA77ON SHOWN HEREON WHICH WAS AS -BUILT BY D.R. STRONG, AND MAY INCLUDE LOCA77ONS, ELEVATIONS, DEPTVS, PIPE SIZES, AND AS -BUILT COMMENTS, ACCURA TEL Y REFLECTS EXIS77NG FIELD COND177ONS AS DETERMINED BY ME OR UNDER MY DIRECT SUPERVISION ON THIS DATE: 1/12/2018. " �.je D.R. STRONG CONSUL TING ENGINEERS ENGINEERS PLANNERS SURVEYORS 620 7TH AVENUE, KIRKLAND, WA 98033 O 425 827 3063 F 425 827 2423 1 CIN COMMENTS, REVIEW 1 2 CIN COMMENTS, REVIEW 2 3 CIN COMMENTS. REVIEW 3 4 CIN COMMENTS. REVIEW 4 5 MYLARS 12,06.16 6 DRAFT AS-BUILTS N0. 01,04.18 REVISION MAJ 03,22.16 MAJ SURVEYED: SJs MAJ 06°06'16 MALI DESIGNED: MAJ MAJ 08,25.16 MALI MAJ 10,21.16. MAJ DRAWN: YLP MAJ 12,06.16 MAJ CHECKED: MAJ MAJ 01,04.18 MALI APPROVE BY DATE APPR 2:1 MAX. SLOPE LEVEL BOTTOM g 1' N. MI - E -� I I I=1 1 1= 1=1 I I I I I I I I I I, ; LII `'- 7 MIN. SWALE SPACING DEPENDS ON SLOPE GRADIENT NOTES 1. CONDITION OF USE 1.1. REQUIRED AT: 1.1.1. THE TOP OF ALL SLOPES IN EXCESS OF 3H:1V AND WITH MORE THAN 20 FEET OF VERTICAL RELIEF. 1.1.2. AT INTERVALS ON ANY SLOPES THAT EXCEEDS THE DIMENSIONS SPECIFIED BELLOW. AVERAGE SLOPE SLOPE PERCENT FLOWPATH LENGTH 20H:SV 3-5% 300 FEET (10T020)HAV 5_101A 200 FEET 4 T010 H:1V 10.25% 100 FEET (2 TO 4 HAV 25.5096 50 FEET 2. DESIGN AND INSTALLATION SPECIFICATIONS 2.1. FOR SLOPES STEEPER THAN 2H:1 V WITH MORE THAN 10 FEET OF VERTICAL RELIEF, BENCHES MAYBE CONSTRUCTED OR CLOSER SPACED INTERCEPTOR SWALES MAYBE USED. THE DESIRE MEASURE MOST BE DESIGNED BY AN ENGINEER TO EFFECTIVELY INTERCEPT THE HIGH VELOCITY RUNOFF TO A SEDIMENT POND OR TRAP. 2.2. CONSTRUCTION TRAFFIC OVER TEMPORARY SWALES SHALL BE MINIMIZED. 3. MAINTENANCE STANDARDS 3.1. DAMAGE RESULTING FROM RUNOFF OR CONSTRUCTION ACTIVITY SHALL BE REPAIRED IMMEDIATELY. I 3.2. F THE FACILITY DO NOT REGULARLY RETAIN STORM RUNOFF, THE CAPACITY AND/OR FREQUENCY OF THE SWALES SHALL BE NCREASED. PUBLIC WORKS INTERCEPTOR SWALE STD' PLAN - 217.10 DEPARTMENT Z MARCH 2008 TREE PROTECTION MEASURES ROCK MUST COMPLETELY COVER THE BOTTOM AND SIDES OF THE DITCH S• MM. O� �a �Qao T z: -_'C0 Q 24* MIN. 2:1 SLOPES -4 2'• ROCK L=THE DISTANCE SUCH THAT POINTS A AND B ARE OF EQUAL ELEVATION -III _ _ -III=II_ I d III= A - L e III 1 • -I � I _III _III=III- - I I-1 I I, � 11 i NOTES 1. CONDITION OF USE 1.1. WERE CONCENTRATED RUNOFF FROM DISTURBED AREAS TO AND FROM PONDS OR TRAPS. 1.2. TO CONVEY RUNOFF INTERCEPTED FROM UNDISTURBED AREAS AROUND THE SITE TO A NON-EROSIVE DISCHARGE POINT. 2. MAINTENANCE STANDARDS 2.1. ANY SEDIMENT DEPOSITION OF MORE THAN 0.5 FEET SHALL BE REMOVED SO THAT THE CHANNEL IS RESTORED TO ITS ORIGINAL DESIGN CAPACITY. 2.2. THE CHECK DAMS SHALL BE EXAMINED FOR SIGNS OF SCOURING AND EROSION OF THE BED AND BANKS. IF SCOURING AND EROSION HAS OCCURRED, AFFECTED AREAS SHALL BE PROTECTED BY RIPRAP OR AN EROSION CONTROL BLANKET. PUBLIC WORKS CHECK DAMS SPACING AND � PLAN - 217.40 =•` ` DEPARTMENT CROSS SECTIONS � MARCH 2008 a. CONSTRUCTION STORAGE PROHIBITED: THE APPLICANT MAY NOT FILL, EXCAVATE, STACK OR STORE ANY EQUIPMENT, DISPOSE OF ANY MATER/ALS, SUPPLIES OR FLUIDS, OPERATE ANY EQUIPMENT, INSTALL IMPERVIOUS SURFACES, OR COMPACT THE EARTH IN ANY WAY WITHIN THE AREA DEFINED BY THE DRIP LINE OF ANY TREE TO BE RETAINED. b. FENCED PROTECTION AREA REQUIRED: THE APPLICANT SHALL ERECT AND MAINTAIN SIX FOOT (6) HIGH CHAIN LINK TEMPORARY CONSTRUCTION FENCING AROUND THE DRIP LINES OF ALL RETAINED TREES, OR ALONG THE PER/METER OF A STAND OF RETAINED TREES. PLACARDS SHALL BE PLACED ON FENCING EVERY FIFTY FEET (50) INDICATING THE WORDS, "NO TRESPASSING - PROTECTED TREES" OR ON EACH SIDE OF THE FENCING IF LESS THAN FIFTY FEET (50). SITE ACCESS TO INDIVIDUALLY PROTECTED TREES OR GROUPS OF TREES SHALL BE FENCED AND SIGNED. INDIVIDUAL TREES SHALL BE FENCED ON FOUR (4) SIDES. IN ADDITION, THE APPLICANT SHALL PROVIDE SUPERVISION WHENEVER EQUIPMENT OR TRUCKS ARE MOVING NEAR TREES. C. PROTECTION FROM GRADE CHANGES: IF THE GRADE LEVEL ADJOINING TO A TREE TO BE RETAINED IS TO BE RAISED, THE APPLICANT SHALL CONSTRUCT A DRY ROCK WALL OR ROCK WELL AROUND THE TREE. THE DIAMETER OF THIS WALL OR WELL MUST BE EQUAL TO THE TREES DRIP LINE. d, IMPERVIOUS SURFACES PROHIBITED WITHIN THE DRIP LINE. • THE APPLICANT MAY NOT INSTALL IMPERVIOUS SURFACE MATER/AL WITHIN THE AREA DEFINED BY THE DRIP LINE OF ANY TREE TO BE RETAINED. e, RESTRICTIONS ON GRADING WITHIN THE DRIP LINES OF RETAINED TREES: THE GRADE LEVEL AROUND ANY TREE TO BE RETAINED MAY NOT BE LOWERED WITHIN THE GREATER OF THE FOLLOWING AREAS: (l) THE AREA DEFINED BY THE DRIP LINE OF THE TREE, OR (ll) AN AREA AROUND THE TREE EQUAL TO ONE AND ONE-HALF FEET (1-1/2) IN DIAMETER FOR EACH ONE INCH OF TREE CALIPER. THE REVIEWING OFFICIAL MAY REQUIRE A LARGER TREE PROTECTION ZONE BASED ON TREE SIZE, SPECIES, SOIL, OR OTHER CONDITIONS. f. MULCH LAYER REQUIRED: ALL AREAS WITHIN THE REQUIRED FENCING SHALL BE COVERED COMPLETELY AND EVENLY WITH A MINIMUM OF THREE INCHES (3) OF BARK MULCH PRIOR TO INSTALLATION OF THE PROTECTIVE FENCING. EXCEPTIONS MAY BE APPROVED BY THE REVIEWING OFFICIAL IF THE MULCH WILL ADVERSELY AFFECT PROTECTED GROUND COVER PLANTS. g. MONITORING REQUIRED DURING CONSTRUCTION: THE APPLICANT SHALL RETAIN A PROFESSIONAL ARBORIST OR OTHER QUALIFIED PROFESSIONAL TO PRUNE BRANCHES AND ROOTS, FERTILIZE, AND WATER AS APPROPRIATE FOR ANY TREES AND GROUND COVER WHICH ARE TO BE RETAINED. NO TES: 1. 6 -FT. HIGH TEMPORARY CHAIN LINK FENCE SHALL BE PLACED AT THE DR/PL INE OF THE TREE TO BE SAVED. FENCE SHALL COMPLETELY ENCIRCLE THE TREE(S). INSTALL FENCE POSTS USING PIER BLOCKS ONLY. AVOID DRIVING POSTS OR STAKES INTO MAJOR ROOTS. 2. FOR ROOTS OVER 1 -IN DIA. THAT ARE DAMAGED DURING CONSTRUCTION, MAKE A CLEAN, STRAIGHT CUT TO REMOVE THE DAMAGED PORTION. ALL EXPOSED ROOTS SHALL BE TEMPORARILY COVERED WITH DAMP BURLAP TO PREVENT DRYING, AND SHALL BE COVERED WITH SOIL AS SOON AS POSSIBLE. J. WORK WITHIN PROTECTION FENCE SHALL BE DONE MANUALLY. NO STOCKPILING OF MATER/ALS, VEHICULAR TRAFFIC, OR STORAGE OF EQUIPMENT OR MACHINERY SHALL BE ALLOWED WITHIN THE LIMIT OF THE FENCING. TREE PROTECTION DETAIL SCALE: VERTICAL: NAVD 1988 AS NOTED HORIZONTAL: NAD 1983/1991 ONE INCH DATUM AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY DR/PLINEIQ I - - RECOMMENDED FOR APPOVAL BY: Date: BY: Date: BY: Date: BY: Date: DATE: C TY 0F VUECREST ESTATES & VUECREST II 09.28.15 FIELDBOOK: RENTON PAGE: TESL NOTES AND DETAILS DRAWING N0: Planning/Building/Public Works Dept. 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STRONG, AND MAY INCLUDE LOCATIONS, ELEVATIONS, DEPTHS, PIPE SIZES, AND AS -BUILT COMMENTS, ACCURA TEL Y REFLECTS EXIS77NG FIELD CONDI T7ONS AS DETERMINED BY ME OR UNDER MY DIRECT SUPERVISION ON THIS DA TE. 1/12/2018. - 1 CITY COMMENTS, REVIEW 1 MAJ 103.22.16 MAJ SURVEYED:SCALE: `is VERTICAL: NAVD 1988 2 CITY COMMENTS, REVIEW 2 MAJ 06°06.16 MAJ AS NOTED HORIZONTAL: NAD 1983/1991 D.R. STRONG DESIGNS MAJ CONSUL TING ENG/VEERS 3 CITY COMMENTS. REVIEW 3 MAJ 08°25.16 MAJ 4 CITY COMMENTS, REVIEW 4 MAJ 10°21.16 MAJ DRAWN: ENGINEERS PLANNERS SURVEYORS 5 MYLARS hw 12°06.16 h CHECKED LP ONE INCH W DATUM MAJ IF FULL SCALE 6 DRAFT AS-BUILTS MAJ 101.04.18 01,04,18 MAJ IF NOT ONE INCH 620 7THAVENUE, KIRKLAND, WA 98033 APPROVED: SCALE ACCORDINGLY O 425.827.3063 F 425.827.2423 N 0. REVISION BY I DATE A P P R MAJ C TY OF RENTON Planning/Building/Public Works Dept VUECREST ES TA TES SITE VOLUME CALCULA TIONS CU T VOLUME FILL VOLUME NET VOLUME (CU. YDS.) (CU. YDS.) (CU. YDS.) 16,105 5,719 10,J86 EXPORT (INCLUDES VAULT) ALL VOLUMES ARE APPROXIMATE AND REPRESENT EXCA VA TION FOR RESIDENCE AS PROPOSED. THE VOLUMES DO NOT INCLUDE EXPANSION FACTOR OR ANY SOIL TYPE RESTRICTIONS. THE VOLUMES DO NOT INCLUDE STRUCTURAL EXCAVATION FOR BUILDINGS. GEO TECH RECOMMENDA TIONS. - THE FOLLOWING PERTAINS TO THE GENERAL SITE ONLY. CULVERT RECOMMENDATIONS CAN BE FOUND WITHIN THE CULVERT DESIGN DOCUMENTS. EARTH SOLUTIONS NW LLC STATES THAT BASED ON THE RESULTS OF THE STUDY PERFORMED, THE PROPOSED STRUCTURES CAN BE SUPPORTED ON CONVENTIONAL SPREAD AND CONTINUOUS FOUNDATIONS BEARING ON UNDISTURBED COMPETENT NATIVE SOIL OR STRUCTURAL FILL. WHERE LOOSE, ORGANIC, OR OTHER UNSUITABLE MATERIALS ARE ENCOUNTERED AT OR BELOW THE FOOTING SUBGRADE ELEVATION, THE MATERIAL SHOULD BE REMOVED AND REPLACED WITH STRUCTURAL FILL OR CRUSHED ROCK, AS NECESSARY. IN-SITU SOILS FROM A GEOTECHNICAL STANDPOINT, THE SOILS ENCOUNTERED AT THE TEST PIT LOCATIONS ARE GENERALLY SUITABLE FOR USE AS STRUCTURAL FILL. HOWEVER, SUCCESSFUL USE OF THE ON-SITE SOILS WILL LARGELY BE DICTATED BY THE MOISTURE CONTENT OF THE SOILS AT THE TIME OF PLACEMENT AND COMPACTION. THE SITE SOILS WERE GENERALLY IN A MOIST CONDITION AT THE TIME OF EXPLORATION (FEBRUARY 2013). SOILS ENCOUNTERED DURING SI TE EXCA VA TIONS THA T ARE EXCESS/ VEL Y O VER THE OPTIMUM MOISTURE CONTENT WILL REQUIRE MOISTURE CONDITIONING PRIOR TO PLACEMENT AND COMPACTION. BASED ON THE CONDITIONS ENCOUNTERED DURING FIELDWORK, THE SITE SOILS HAVE A MODERATE TO HIGH SENSI TI VI TY TO MOISTURE. DURING PERIODS OF DRY WEATHER, THE ON-SITE SOILS SHOULD GENERALLY BE SUITABLE FOR USE AS STRUCTURAL FILL, PROVIDED THE MOISTURE CONTENT IS AT OR NEAR THE OPTIMUM LEVEL AT PERIODS OF EXTENDED PRECIPITATION WILL BE DIFFICULT. IF THE ON-SITE SOILS CANNOT BE SUCCESSFULLY COMPACTED, THE USE OF AN IMPORTED SOIL MAY BE NECESSARY. IMPORTED SOIL INTENDED FOR USE AS STRUCTURAL FILL SHOULD CONSIST OF A WELL GRADED GRANULAR SOIL WITH A MOISTURE CONTENT THAT IS AT OR NEAR THE OPTIMUM LEVEL. DURING WET WEATHER CONDITIONS, IMPORTED SOIL INTENDED FOR USE AS STRUCTURAL FILL SHOULD CONSIST OF A WELL GRADED GRANULAR SOIL WITH A FINES CONTENT OF FIVE PERCENT OR LESS DEFINED AS THE PERCENT PASSING THE #200 SIEVE, BASED ON THE MINUS THREE-QUARTER INCH FRACTION. 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 DETERMINED IN ACCORDANCE WITH THE MODIFIED PROCTOR METHOD. DRAINAGE GROUND WA TER SEEPAGE WAS OBSERVED A T ONE TEST PIT LOCA TION A T A DEPTH OF SIX TO NINE FEET BELOW GRADE DURING FIELDWORK (FEBRUARY 2013). PERCHED GROUNDWATER SEEPAGE SHOULD BE EXPECTED IN SITE OR UTILITY EXCAVATIONS. TEMPORARY MEASURES TO CONTROL GROUNDWATER SEEPAGE AND SURFACE WATER RUNOFF DURING CONSTRUCTION WILL LIKELY INVOLVE INTERCEPTOR TRENCHES AND SUMPS, AS NECESSARY. IN THE OPINION OF EARTH SOLUTIONS NW LLC, PERIMETER FOOTING DRAINS SHOULD BE INSTALLED AT OR BELOW THE INVERT OF THE BUILDING FOOTINGS. PA VEMEN T RES TORA TION NOTES 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. HALF STREET GRIND AND OVERLAY WILL BE REQUIRED AS THE MINIMUM RES TORA TION. 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. GRADE CHANGE BETWEEN L 0 TS GRADE CHANGE BETWEEN LOTS TO OCCUR AT PROPERTY LINES WITH FENCE TO BE PROVIDED BY THE BUILDER AT HOME CONSTRUCTION. BUILDING PERM/ TS VAULT, CONCRETE BARRIER AND RETAINING WALL TO BE APPROVED UNDER SEPARA TE PERMIT. NORTH GRAPHIC SCALE 0 20 40 80 1 INCH = 40 FT el RECOMMENDED FOR APPOVAL BY: Date: BY: Date: BY: Date: BY: Date: VUECREST ESTATES & VUECREST II 09.28.15 FIELDBOOK: ROAD AND GRADING PLAN PAGE: DRAWING NO: C9 U15007217 / U15007232 r77--9 OF 33 DRS PROJECT NO. 12102 R-389759 Q z U C/)U LLJ D Ld O r/ U Ld (/) Ld Q (/) Ld I - U7 Ld ry U Ld N M REA TO 4ADED VUECREST ES TA TES 015007217 SOUTH END OF 102ND AVE IMPROVEMENTS QU �� QQQ ) W PA VEMEN T WIDTH TRANSITION O p N):Q) DD rn: 4' ��.A. O C) N 6) CS � o co. -!5-- -o d' R = 15.00' CR -1 4 = 25'50'2-9.4 o:N h:p Ln 4U) cri Q) Y x CR -2 rJ "A)• 95 -a3 a a A�Q�_1X65 \ SP2n L. 408.37 - EL. 408.36 409.13 ST 51+53.57 11. L n 2.09 7.8q EL. 409.19 EL. 4 ADA RAMP DETAILS EL. 4(18.43 PER WSDOT STANDARD PLAN F-40.15-02, SEE SHEET C11, 1"-10' 4 Call 2 Working Days Before You Dig 811 Utilities Underground Location Center (ID,MT,ND,OR,WA) ALL-- Q:) LL - SE 1861TH ST W W 1 EL. 408.07 FL EL. 408.58 TBC MA TCH EX. MA TCH EX. CURB - RADIUS EL. 408.30 EL. 408.36 EL. 408.43 EL. 408.93 TBC MA TCH EX. VUECREY.1, VUECREST 11 SHORT PLAT 015007232 j:. EL. O81�S MA TCN. C EL. (' 1.59' o� v \-EL. 408.46 EL. 409.03 ,---,--MATCH EX. MEASURED ALONG FLOWLINE OF CURB D.R. STRONG CONSUL TING ENGINEERS ENGINEERS PLANNERS SURVEYORS 620 7TH AVENUE, KIRKLAND, WA 98033 O 425.827.3063 F 425.827.2423 SE 7/4 SECTION 37, TOWNSHIP 23 N, RANGE 5 E, W.M. > T ES TA TES & VUECREST // SHOR T PLA T END OR CORNER POST TENSION PARE - PDLL POST R = 15.00' CR -1 4 = 25'50'2-9.4 Am L = 6.77' i7 R = 25.00' CR -2 4 = 11724'1.2» ISL 0.4% L = 51.23' MEASURED ALONG FLOWLINE OF CURB D.R. STRONG CONSUL TING ENGINEERS ENGINEERS PLANNERS SURVEYORS 620 7TH AVENUE, KIRKLAND, WA 98033 O 425.827.3063 F 425.827.2423 SE 7/4 SECTION 37, TOWNSHIP 23 N, RANGE 5 E, W.M. > T ES TA TES & VUECREST // SHOR T PLA T END OR CORNER POST TENSION PARE - PDLL POST LOT B KING CO. BLA UNF'LAI ILU 12"IE CONC=408.41 12"IE CONC=408.48 NOTES loIr Lw. PULL POST - SPACED HOG RINGS ITYPA - 1. All cowela post base& &hall be. 1 D° �inJ Q 1i906' SFT) MAX. PA -CEO @ 24' SIH) 9AA TENSION WIRE ID -m AIA1L [TPP.} mnYnum danletsr. LINE POST - SPACED BRACE TEHSIDN TW STEDSELYAGE D TENSION 4NRE BRACE POST �• Alorx3 the �p and boRom, using Hoy Q 19 ITT) MAX. ' r POST HARE {TYPj l�pEla, fasten the chain Lira; Ferree F.W. to the Teheran Wire within 0- _FD of the first full fabric %wave- _. Details are illustrative and shall not TIE WIRE TENSION IMRE limit hardware deign or post selection {TYP,j 0 TENBIDN HIRE of any parlirular farKe type, 6 = TIENIRE 4. Forcing shall be used for security and (TyP'} FABRIC BAND (TYP.I boundary dellnBaUon orgy. STRETCHER BAR MR) TIE WRES tTYP.} - C SPACED Q 14' (IN) IAA%. STRETCHER f. t LAR h •I. _ IOIUCICLM SELVAGE ; r� CIwN LI NKFABfTQ7SIOH WRE " (TYP.) FENCE lr {;- Pp ST FABRIC C. 6 ' �� -'1 • CONCRETE POST FABRIC BANDVdrrH BASE I W4 CARRIAGE BOUT AND NUT -SPACED 15' qN} NUHL TYPE $ -nD .TOP _ ,fir- s TEN910N 1M RE Am 1TYP.1 i7 FABRIC B-MIJ OTWj € STRETCHER BAR (TYP) ISL 0.4% TENSIOtI PINE PULL PDST ROD RINGS (TYP.J - STRETCHER BAR TO POST SPACED ® M" (IN) MAX LOT B KING CO. BLA UNF'LAI ILU 12"IE CONC=408.41 12"IE CONC=408.48 NOTES loIr Lw. PULL POST - SPACED HOG RINGS ITYPA - 1. All cowela post base& &hall be. 1 D° �inJ Q 1i906' SFT) MAX. PA -CEO @ 24' SIH) 9AA TENSION WIRE ID -m AIA1L [TPP.} mnYnum danletsr. LINE POST - SPACED BRACE TEHSIDN TW STEDSELYAGE D TENSION 4NRE BRACE POST �• Alorx3 the �p and boRom, using Hoy Q 19 ITT) MAX. ' r POST HARE {TYPj l�pEla, fasten the chain Lira; Ferree F.W. to the Teheran Wire within 0- _FD of the first full fabric %wave- _. Details are illustrative and shall not TIE WIRE TENSION IMRE limit hardware deign or post selection {TYP,j 0 TENBIDN HIRE of any parlirular farKe type, 6 = TIENIRE 4. Forcing shall be used for security and (TyP'} FABRIC BAND (TYP.I boundary dellnBaUon orgy. STRETCHER BAR MR) TIE WRES tTYP.} - C SPACED Q 14' (IN) IAA%. STRETCHER f. t LAR h •I. _ IOIUCICLM SELVAGE ; r� CIwN LI NKFABfTQ7SIOH WRE " (TYP.) FENCE lr {;- Pp ST FABRIC C. 6 ' �� -'1 • CONCRETE POST FABRIC BANDVdrrH BASE I W4 CARRIAGE BOUT AND NUT -SPACED 15' qN} NUHL TYPE $ -nD .TOP 1 Na, J cL Am 1TYP.1 RA/LPDBT i B *fir ISL 0.4% se"M I w[pNT PULL PDST i STRETCHER BAR TO POST LINE POST -SPACED BRACE I KNUCKLED 2 I rI CAM. �..� 5.10 LINE CR LWE PMT !FT) 140 P48T aELYAWt TENSION VALE 1 TIE WARE;jb TENSION VMRE(TPP.} CHAIN LINK SURVEYED: SCALE: FENCE FABRIC MP.1 `is AS NOTED TIE HIRESTRETCHERBAR CrYP.}FABRIC DESIGNED: MAJ BARO {IPP.} fsfaJlRL Barry, Ed 3 CITY COMMENTS, REVIEW 3 MAJ 08.25.16 MAJ FABWC BhND{TYP) CHAIN LINK FMCE TYPES 3 AND 4 STANDARD PLAN L-20.iD43 ONE INCH SHEET I OF 3 SHEETS 5 MYLARS 111 12.06.16 111 CHECKED: APPROYED FOR PUBLICARON MAJ 6 MC 6 DRAFT AS-BUILTS MAJ •rolhlnalAn 91.Ir Prp.Rlrvrnl MTnruprAellm 111 APPROVED: I MAJ IVIuc.ED 8aVAOE SCALE ACCORDINGLY N0. REVISION BY I DATE I APPA iTYP,} CONCRETE POST BASE(TYP) TYPE 4 POST AND RAIL SPECIFICATIONS 1 Na, J cL POST PIPE ROLL FGRM95 NOM SRE TOP R41L *fir ISL 0.4% se"M I w[pNT METHOD OF FASTENING STRETCHER BAR TO POST TENSION HARE FENCE LINE END, CORNER, OR PULL PWT 2 I rI CAM. �..� 5.10 LINE CR LWE PMT 7' GVW. 1.88 FAH RIC LOOP - -DE l Y F l Z F 1 PULL POST - SPACED HOG RINDS 1TYPJ - J LV-,- a WV (FTL MAX. SP7i{'.FI] {'� 20 -(IN) MAX l �.l TOP R41L *fir BRACE PORT METHOD OF FASTENING STRETCHER BAR TO POST TENSION HARE TIE PARES PW.} - RTRETCHER SPACED Q 14' (INJ M0.i MR TM.) e1TRIO$ ME OR UNDER MY DIRECT SUPERVISION ON THIS DA 7E° 1/12/2018." 4 is F �hv� CHAIN LINK SURVEYED: SCALE: FENCE FABRIC >� `is AS NOTED VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/1991 w � •e DESIGNED: MAJ fsfaJlRL Barry, Ed 3 CITY COMMENTS, REVIEW 3 MAJ 08.25.16 MAJ Jul L420L511:14AM DRAWN: YLP CHAIN LINK FMCE TYPES 3 AND 4 STANDARD PLAN L-20.iD43 ONE INCH SHEET I OF 3 SHEETS 5 MYLARS 111 12.06.16 111 CHECKED: APPROYED FOR PUBLICARON MAJ AT FULL SCALE IF NOT ONE INCH 6 DRAFT AS-BUILTS MAJ •rolhlnalAn 91.Ir Prp.Rlrvrnl MTnruprAellm `W it CB T- 1 RIM= 4 5.88 Q 12"Ir_ DS=402.98 (S) �z 1IVG\V� 12"IEA S=402.95 (NE Q _ SE 186TH ST. FOUND 1-3/4" BRASS DISC WITH A "X" IN A 4"X4" COP MONUMENT, DOWN 0.5' IN MONUMENT CASE. I VUECREST II SHORT PLA T SITE VOLUME CALCULATIONS CU T VOLUME FILL VOL UME NET VOL UME (CU. YDS.) (CU. YDS.) (CU. YDS.) 5,682 210 5,472 EXPORT ALL VOLUMES ARE APPROXIMATE AND REPRESENT EXCAVATION FOR RESIDENCE AS PROPOSED. THE VOLUMES DO NOT INCLUDE EXPANSION FACTOR OR ANY SOIL TYPE RESTRICTIONS. THE VOLUMES DO NOT INCLUDE STRUCTURAL EXCAVATION FOR BUILDINGS. CB T-1 RIM=406.27 TRACT C Y Q 12"IE ADS=403.3 � RACT B BACK OF SIDEWALK SLOPE NOTE ��1 409.89 GROUND SLOPE BEHIND SIDEWALK SHALL NOT EXCEED 4:1 FOR A DISTANCE OF E-402.38(NW) THREE (3) FEET. AFTER THREE (3) FEET, SLOPE MAY BE INCREASED TO A MAXIMUM OF 2: 1, EXCEPT IN AREA W1 THIN OPEN SPACE AND SENSI TI VE AREA a , 8"IE=402.06(S) TRACTS. f Q \ GRADE CHANGE BETWEEN L 0 TS II Q GRADE CHANGE BETWEEN LOTS TO OCCUR AT PROPERTY LINES WITH FENCE TO II FREDRICKS PLACE BE PROVIDED BY THE BUILDER AT HOME CONSTRUCTION. N VOL. 169, PG'S. 30-3�, (Hydrant AEC. N0. 9406211 ,rn Rl 111 /7/A/%' PJ<RAA/TC VAULT, CONCRETE BARRIER AND RETAINING WALL TO BE APPROVED UNDER SEPARA TE PERMIT. CB T-1 RIM=409.35 I 12"IE ADS=406.07 (NE) Gate I (ate NOTES SEE CONTRACT PIANS YYY SEE CONTRACT PLANS -II/ 1 Provide a separate Curb Ramp for each marked or unmelrlwd crosswalk. PEDESTRIAN cur4e - Curb Ramp locwlon shall be placed within the width of the associated WT IXP 44910N JOINT 1 rP-] - I PFJ7ESTRNH CLN1B - 378 E1iPRN910N JOINT (TYP.j - r SEE NOTE a cmGWalk, or as shown in the Contract Plans, SEE STANDARD PLAN F.911f0 W101NG 11 SEE NOTE 8 SEE STANDARD PLAN F•3W.70 IANDINe 2 Where "GRADE BREAK" is Called out, the entire length of the grade break between the two adjacent surface planes shall be flush. N SIDEWALK 6 3. Do not place Gratings, Junction Boxes, ACLr.SS Corers, or other appurffi- CVRB AND GUTTER _ _ slfIELNALK - �i-J nances in front of the Curb Ramp or on any part of the Curb Ramp or N 3" R. Landing. 4 See Ccntrao Plansforthe curb design Specified. See Standprd Plan a' - IT MIN. (TIfP j - CURB b GUTTER F-10-12 far Curb, Curb and GUlfer, Depressed C4rb and OU"r, and SEE COIITRACT PLANS GURB RAMP CURSRAIiP DETECTABLE WARPING SURFACE- PedeSlrar Curb tlBlallS. CURB RAMP 4•-O'MIN (TVP)- SEE STANDARDPLANF-46.f0 5 Sea Standa rd Plan F-90.10 for Coment Concrete Sldewalk Dolads. DETECTABLE WARNING SURFACE - SEE CONTRACT PLANS See Contract Plan for width end Iaoement Of sldewalli. FACE OF CURB SEE STANOJIRO PIAN FJ6.10 p FACE OF GURB fE` DEPRESSED CURB a GUTTER 6 The Bid Iter -Cement Concrete Curb Ram DEPRESSED CURB 8 DOTTER p Type _' does not include oCRO68MLK CROSSWALK the adjacent Curb, Curb and Outlier, Depressed Curb and Gutter, Pedestrian a Curb, or Sidewalks. - 7. The Curb Ramp maximun running slope shall not require the ramp length w PLAN NIYM DETECTABLE WARNING 5URFAGE- PLAN NE'Y4 to exceed 15 feet to avoid chasing the slope indefinitely when connecting TYPE PARALL N A S"4!-IrMK F-.06.10 TYPE PARALLEL B to steep grades- VAMen applying the 15 -foot max. length, the running slope m of the curt ramp shall be as flat as feasible.NS GRADE BREAK S Curb Ramp, Landing, Rna Flares shall recalve broom finlsh. See Standard SpecficationsS-14. C011ITER^ TOP OF 9 Pedestrrarl Cu rb may be omitted if the ground surface al the back of the ROAOVSLY Curb Ramp andlor Landing will be at the same elevali n as the Curb Ramp or Landing and therewill be no material to retain -CEMENT CONCRETE PEDESTRIAN G DEPRESSED CURB IL GUTTER •- CURB - SEE NOTE B y SEE STARDAFW PLAN F-1%13 AND NOTE 9 SECTION 16.0- MAX 4-0'MIN. SEE NOTE T $EE GONTWIGT RNJE LEGEND SIDEVIfALK 3lAPE IN EI THEA DIREC TION 19 - C' MAX. _ C -a" Ifi 15' - e" MAX- GRACE BREAK GRADE BREAK SEE NOTE 7 CONTRACT PLANS SEE NUTS 7 8.396 MAX- �� 2.0% MAX. SIDEv10Al1C GRADE BREAK( GRADE BREAK( 2-0% MAX- ` a -CURB RAMP LANDING SEE OTE 9N CURB - 1. 1,TR f &d JOI Egill 37y" J(PAN910f4 f4T [TPP.} - BF 7dSg! S `a CURB LA RAMP LANDING CURS RAMP SEE STANDARD PN F-30.10 3W EXPANSION JOINT MR) - SECTION f C V y � yy .e 18kI f � 9a3 SEE STANDARD PLAN P -a.10 LJ e e p SECTIONTEME P TYPE PARALLEL eN PAYLIL1MFF-SEE NOTEJYAL 'CEMENT PARALL CONCRETE CURB RAMP TYPE r __ Jy� PARALLEL A' PAY LIMIT - SEE NOTE 8 � / �- JJ /�}� �,� J p AS -BUILT "I CERTIFY THAT THE INFORMATION SHOWN HEREON WHICH WAS AS -BUILT BY D.R. STRONG, AND MAY INCLUDE LOCATIONS, ELEVATIONS, DEPTHS, PIPE SIZES, AND AS -BUILT COMMENTS, ACCURATELY REFLECTS EXISTING FIELD CONDITIONS AS DETERMINED BY ME OR UNDER MY DIRECT SUPERVISION ON THIS DA 7E° 1/12/2018." 1 CITY COMMENTS, REVIEW 1 MAJ 03.22.16 MAJ SURVEYED: SCALE: `is AS NOTED VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/1991 2 CITY COMMENTS, REVIEW 2 MAJ 06.06.16 111 DESIGNED: MAJ 3 CITY COMMENTS, REVIEW 3 MAJ 08.25.16 MAJ 4 CITY COMMENTS, REVIEW 4 MAJ 10.21.16 MAJ DRAWN: YLP ONE INCH war r�r I�N'TI Y� 5 MYLARS 111 12.06.16 111 CHECKED: MAJ AT FULL SCALE IF NOT ONE INCH 6 DRAFT AS-BUILTS MAJ 01,04,1$ 111 APPROVED: I MAJ SCALE ACCORDINGLY N0. REVISION BY I DATE I APPA ISOMETRIC VIEW TYPE PARALLEL A PAY LIMIT C TY 0E RENTON Planning/Building/Public Works Dept ISOMETRIC VIEW TYPE PARALLEL D PAY LIMIT NORTH GRAPHIC SCALE 0 20 40 80 1 INCH = 40 FT. PARALLEL CURB RAMP STANDARD PLAN F-40.12-02 5 HEET 1 OF 1 SHEET A -PROVED " P06LICATIGN Pasco 8akoticF) NV 6IM3 wahir�yv" Nva. o...m..u.r Tiwn,ertvhbn RECOMMENDED FOR APPOVAL BY: Date: BY: Date: BY: Date: BY: Date: VUECREST ESTATES & VUECREST II 09.28.15 FIELDBOOK: ROAD AND GRADING PLAN PAGE: DRAWING NO: C10 U15007217 / U15007232 SHEET 10 �P 33 DRS PROJECT NO. 12102 R-389760 Q z U /) ' U C v W LTJ Q I..L U LTJ (%) LdC/) LTJ U7 W ry U LTJ W O LANDING GRADE BREAK SEE OONTRACT PLANS - 0 4'-WUIN. CEMENT CONCRETE SIDEWALK - SEE NOTE S FLARE OYPj 30" EXPANSION JOINT (1rYP.) - REE 3TANDARD PLAN P -MID GRADE BREAK 10..0, CURB, OR CURB AND GUTTER - SEE NOTE 4 FADE OF CURD MEASURED PARALLEL _2 To CURB (rYP.) SLOPE TREATMENT - SCE STANDARD PLAN F-70.10 SE 1/4 SECTION 31, TOWNSHIP 23 N, RANGE 5 E, W.M. VUECRES T ESTATES & VUECRES T l/ SHORT FLAT A CURB RAMP WDTH 4' - D' YIN. LANDING TO MATCH { k y NOTES l�J CUREI R1WP wairH - SEE CONTRACT PLANS Vr CURD RALIP wirrH 4• • Y' MIN. 1, Provide a separate Gurb Ramp foF each marked or unmarked crosswalk_ r LANDING TQ MATCH CU RB RAMP Cur" Ran•p location shell 6a placed within the width of the a9rvcialed GRADE BREAK LANDING 1 I JrJ` .,T,. -SEE CONTRACT PLANS crosswalk or as shown In the Contract Plans. SEE CONTRACT PLANS - CURB RAAW GRADE BREAK 2. Whare "GRADE BREAK' is iallad out, the entira length of the grada 4•. or MIN. CEMENT CONCRETE SIDENALK - I break behveen the two adjacent surface planes shall be flush. SEE NOTE 5 PRDiADE SIIDOT>a 3. D4 not place Gratings, Junction Bawer, Access Covers. 4r other appurw TRANSITION TOa,-Ir nanoas in front of the Curti Ramp or cr any part of The Curti Ramp Of ATM L } SEE CONTRACT PIANS - I MM $E£ CONTRACT PLANS •- Landing. 2. NAl1L r - CrMIN, 2 MAX. 4' - P MIN 4, See the Contract Plans for the Curb design specified, See Standard Plan TYP'AWBUFFER WIDTH - MATCH TO F-10.12 for Curb. Curb and Gutler, DeFressed Curb and Gutter, and CURAMP STANDARD PLAN F-70,10 JOINT P.i T SEE W CURB RAMP DEPTH (TYP.I Pedestrian Curti details. I RB I GRADE 1 5. See Standard Plan FTD.10 fof Cement Concrete Sidewalk details BREAK TRAN19DON TO SIDITMLK BUFFER, IFSee Contract Plans for width ane placement of sidewalk PRESENT, OR TO BACK OF CURB (T'rP.) -• 'does not induce EEE CUHTRACT PLANS W+ B. The Bid Item '+Cement Concrete Curb Ramp Type -' m..° `E!� wu� v., ° the adjacent Gurb. Curb and Gutter- Depressed Curti and Gutter, Pedestrian Curti, or Sidewalk. CURB, OR CURB CEMENT CONCRETE Y AND GUTTER - PEDESTRIAN CURB -• 7. The Curb Ramp nn"mwen running skoe shall not "ire the ramp IBnglh I DETECTABLE WARNING SURFACE - SEE WTE 4 D I SEE NOTE 4 to Bxcaed 15 -feel t8 avoid chasing the s10pe indefinitely When ODnlieCtirl] BEE STANDARD PLAN F--4E_io OETECTARLE WARNING SURFACE - to steep grades. When applying the 15 -foot maximum length, the running FACE OF CURB SEE STANDARD PLAN F• -0I.10 slope of the Curb Ramp Shall a5 flat a6 feasible. DEPRESSED CURB AND GUTTER - $ DEPRESSED CURB AND GUTTER S. Curb Ramp, Landing, and Flares sh$II receive bmom finlsh. Saa CROBBVMLK SEE NOTE 4 CROSSWALK Standard Specifications III L LEGEND SLOPE IN EITHER DIRECTION PLAN VIEW CITY COMMENTS, REVIEW 1 PLAN VIEW �� TYPE PERPENDICULAR A 3 CITY COMMENTS, TYPE PERPENDICULAR B 4 CITY COMMENTS, DETECTABLE WARNING SURFACE - 5 (SHOWN NRTH BUFFER] CEMENT CONCRETE DETECTABLE WARNING SURFACE - 6 $EE STANDARD FUyMr4i,10 N0. SK M POST PEDESTRIAN CURB- SEE STANDARDPLANF46.10 PIPE CLAMP z TYPE ST -2 (TYR) SEE NOTE 4 T MIN. 45 -4• MAX GRADE BRFJUr SEE CONTRACT PLANS S€€ NOTE T COUNTER SLOPE -• GRADE BREAK '3-04' MAK rR. TYP. DEPRESSED CURB AND GUTTER 7.d)L MAT[. (TYP) (SEE SHEET 2) SEE NOTE 4 9.34f� TOP OF ROACrIVAY WMAuk . 33 CEMBNT CONCRETE CURB LkTR11R$ E LANDPHG OUR@ RANAP AND GUTTER - SEE NOTE 0q qy / rA + DEPRESSED CURB AND GUTTER - ° % rs70 Ila9 SEE STANDARD PLAN F,10A2 CURB RADIUS DETAIL ( O 1 [rte_' --4 SECTION f A 1J aka; �J CEMENT CONCRETE CURB RAMP 'TYPE app 43 363 /V PERPENDICULAR B- Pa.Y LIMIT - SEE NOTE 6 I$OBETRIC VIEW TYPE PERPENDICULPLR A PAY UMIT ISOMETRIC VIEW TYPE PERPENDICULAR S PAY LIMIT 'r0xAL Q gH IMF PERPENDICULAR CURB RAMP STANDARD PLAN F-40.15-02 SfRET 1 OF 1 SWEET APPROVED FOR PUBLICATION Pasco 9akarkh AI 5170113 IT4iFpEgKWE4GI NEER nor. quwiiiihmg sial.aW,M1n.nl oflrvirpwtaion NOTES 1. The Detectable Warning Surface (DWS) shall extend the full width of the }- C DETECTABLE VMRNING curb ramp (exclusive of flares) or the landing. CURB RAMP, LANDING, CUT- SURFACE (WVS) - 2. ThiE Dalacta4le Warning $UThdOa shall t)Q arxG at the back of curb, and THROr1GH OR WALKWAY SEE NOTE 3 9 p Y-0- __-_ nead nal follow the radius. MIN- LFAx- - - A 1 eu • 240 3. The rows of truncated dumas shall be aligned t0 to perpcndicLlar to the grade break at the back of curb. A BACK OF CURB - 7 • 0• MIH. - ■ - n c o45" 0.90 SEE 2 TYP. OF ALL 4 The rows of truncated drxnea shall lx aligned to he parallel to he TRUNc,ArEOl DOME D APPLICATIONS dKaation of trawl, ---4-.- --- - _ o.a 1w --- SECTION a J E 0.2' o.Y - 5. IF Curb alld Butler are nlit Pre9enl, sUth a5 a 8hared-use PaU1 oOnneCtion, the Delaciabla Warning Surface shall ha placed at the pavement edge. SEE STANDARD SPECIFICATIONS FOR 6. See Standard Plans far sidewalk and curb ramp decals_ DOLOR OF SURFACE MATCH TODTH OF CURB RAMP ca 7. If a curb ramp is required, the lotion Of the Detectable "tSurface SurfaTT TRUNCATED 80111E SPACING CURB AND GUER WI LANING, CUT-THRL"IH OR must be at the botlom of the ramp and within the required distance from SE= NOTE TRUNCATED DOME DETAILS MUPom r lea If1a rail, DETECTAEILE wARNING SURFACE DETAIL m OFFSET S. Men the grade break bewamv the curb ramp and the landing is lass than GURR R,4VP LANDMB $EENOTEor equal to 5 ft. from the back of curb at all points, place the Detectable S LANraNCI Warning Slxtace on the bottom b ai the cu ramp YM DTH OF YWALKYMAY WALKWAY WALWAY VWALI(MY VHDTH (TYP } OF CUT-TrIItOIIOH WIDTH OF CUT-TIstGUGH ` DETECTABLE WARNING (TYP.) SURFACE(YM)- - SEE NOTE 4 CURB RAMP x - - - BACK OF CURB Y • �' IIMN, SINGLE DIRECTION CURB RAID FLARE ;; . FLARE 7-w m (GRADE BREAK BETWEEN CURB AND MIN i LANDING s 5 FT, FROM BACK OF CURB} (*EE NOTE 8) DETECTABLE WARNING DETECTABLE riPARNINB F LANDING BACK OF CURB - SURFACE i0m) -• SURFACE TYP. K OF B" DIRECTION OF SEE H47E Z SEE NOTE a SEE NOTE 9 } - ��SEE NOTE 3 TRAVEL WIDTH OF GURB RAMP OULffi ftAdfPc, m I BACK OF CURB SEE NOTE 2 T -Or MIN IMDTH [IF PERPENDICULAR CURB RAMP LVALKWAY J.. r' • WALKWAY (SEE NOTE 6) ISLAND cuT-T HROLIGH VMOTH DF UL1RB RAMP, \LA11 DING. OR WRLKW4Y DETECTABLE WARNING ti: .. 4T H!" SURFACE fTYP.j •- '1b � 4 DETECTABLE WARNING SEE ROTE 9 �� g4 1T68iq/ ,* cp b • SURFACE COWS) -• SEE NOTE 3 � .(� ,� � E tit�lAN Ctli THROUGH't gAb BACK OF CMI1- BACK 6F CURB - 2i it SEE NOTE 2 SINGLE DIRECTION CURB RAW DETECTABLE WARNING, (DRADE BREAK BETYLEEN CURB AND SURFACE fes) - LANDING > 5 FT FROM BACK OF CURB} SEE NOTES 4 & 7 (3EE NOTE EK CURB RAM CURB RAMP WWGIEAY LANDING , I f- YW4LKWAY • .. .. BACK OF CURB- I l CETECTABLE WARNING SURFACE (DW&} - SEE NOTE } SEE NOTE 2 WIDTH OF ' LANDING F PARALLEL CU RB RAMP 13EE NOTE 4) r Call 2 Working Days Before You Dig 811 Utilities Underground Location Center (ID,MT,ND,OR,WA) PATHoR vwLNOMItY PEDESTRIAN RAILROAD CROSSING QD SEE NOTE2 - -4 e 1S L` h IMDTHOF SHARED- UPATH OR343a3��4 !Jill WALKWAY {IV P.] �S O1 STE L ri,rrTH Or CUT-THROUSH I I g $ yL SEARED -USE fryp-1 PATH OR VALKWAY DETECTABLE WARNING ROUND'A80UT SPUTTER SURFACE ISLAND PAVEMENT SHOULDER EDGE STANDARD PLAN F-5.10.01 SHEET 1 OF I SHEET CE I ECTABLE IrRNIN6 j esPPROVED FOR PUBLICATION $URFAGF •DSVS) - SEE NO -ES 4 A S Pasco BakaNch RI DOMI12 STATE REFgN FIN=ER ❑ M PLACEMENT GUIDELINES 9HARED•USE PATH CONNECTION qVw.rhl"al-1 &a. D.Pnmw."r 0Ii-iP.e.fi.P AS -BUILT "/ 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 DA TE: 1/12/2018." •I D.R. STRONG CONSUL TING ENGINEERS ENGINEERS PLANNERS SURVEYORS 620 7TH AVENUE, KIRKLAND, WA 98033 O 425.827.3063 F 425.827.2423 - r}rILVAHL= STEEL CITY COMMENTS, REVIEW 1 FRLOTION CAP �� wX 3 CITY COMMENTS, ` T 4 CITY COMMENTS, REVIEW 4 5 MYLARS 12.06.16 6 DRAFT AS-BUILTS N0. SK M POST REVISION PIPE CLAMP z TYPE ST -2 (TYR) TYPE ST -3 2 v2, NOMINAL D1AM. GALVANIZED SCHEDULE 80 STEEL SIGN POST (TYP) SLIP BASE ASSEMBLY (TYP) (SEE SHEET 2) I 7 F4PECLAMP -4 L �J 0 BAR , 2 112 ' NOMINAL DIAM, GALVANIZED SCHEDUi F Be STEEL SIGN POST (T)" GROUND LINE EI 72- MA)L -� - -- T SPACES T T■AR I !: PIPE cLIWP N10LT IFF••xmr.iii L- ---- -• -- - 2 12 - NOMINAL DIAM. GALVANIZED SCHEDULE 00 STEEL SIGN POST (TYP) Slue ONCRETE ., FOUNDATION.. '• '•` 2" VEW PIKWr WIEW IRON! LHv PROMs MM SINGLE POST MOUWnN0. U BAR MOUNTNG T BAR M0UWrNG rW..Afr a POR U OAR DETAIL& ISLE S/6r7 FWP T PAR MA11L8} SLIP BASE SIGN 61GN POST ASSEMBLY 1 GROUND LINE AT f POST lip TW CSS y-1 I ;r4 rl r STEEL WASHER (SEE NOTE 3) 1 I Y ROE CLAMP MAASHTC U32 SPIRAL - r 10 W PITCH, THREE FLAT 5116',: 1• SQUARE HEAD Op *r 1 LTE4•fv \}� w TURNS ON TURN ON BOOµ E FLAT STNNUESS STEEL BOLT 1trJ�d / , 5119- LOCKING aNkt O [7 k y aF $BAR HEX NUT VATH NYLON IFNSERT I U�ULT ExP'NES JAS M 2e0+ �lmI as B-a5BARS I SMI STEEL NYLCN WASHER - (SEE NOTE 3) I f// SIGN SUPPORT 2 1l1• 2STEEL 4YRSHERS I --- 5�`=_ STANDARD PLAN G -8b 1 I 4 - _' SHEET I OF 3 SHEETS CONCRETE FOUNDATON SIGN ATTACHMENT DETAILn, ADOPTED (URII_LEDSHAFTPER114TTEC) raEEsr rJFwr.wr¢euarANo-•r eoer❑sTAIEp �"��'°" CY CITY OFRENTON FOUNDATIONDETAfL wrrALMPNATFArACr EWmROLYIOPOS7 SEE STAWARO PLAN 9-" �i°re`n.,'"a�rAia STANDARD PLANS LAST DATE: 0$14412002 5I' PAGE G008. NOTES � A A 1T� 1. Dlmeneiw+s for the pans used to aesemL�la the base con- _ nectians are intentionally not shown. Base cannelaions are SIGN POST -211Y (III ;� SIGN PANEL �. patented, manufacsNred products that are in compliance With I. .:. M SCRIWRE, ,2�aAGE 4: NCHRP 350 sash best criteria- The base connect on devils STEEL TUBE In SICM BRACE. WHEN are shown on thle. plan only to llu6trale how the pafls ere `• ` REQUIRED -SEE amemb1Bd. ;�! STD- PLAN A DRIVE RIVET ________ ________ 2_ For'Hi" referta the Sign i on heat in the Contract. SIGNPOST -2' IN 4R •^!�^•••^••a• $ S ficatl $ OR CORNER _ a x a �y � 2 tw• N sauA1R :� 41 SIGN POST - 2' pN} � Fi '• OR 2 tla• pNl 9❑L1{ARE• ASND WAASHE I = w 12.CIAC>@ STEEL TUBE _ ti "y 3. A 2" (in) poet with a 2 174" Linj PSST anchor or a 12�AGE STEEL tt)BE I = _ T(ry0 REgUIR,EO ! i ~ Z f r- 5 S SOU, RE 12 '.A(NE I� 2 114" (in} post with a 2 112' (i n) P S 5 T anchor may L5 R5 z be Gultistid>ted. See Contract Plans, ry $TEFL TUBE ($EE TOP OF LOWER b Sw NOTE 31 e „ = 4. Perforated square steal poet shall meat the raqulrerrantt a` SQUARETURF s _ FINISHED FINISHED f~ In = TOM Standard Spaclitcatlon 9.08_ GROUND FINISHED1 GROUND LINE I GROUP 5i � LINE w V F SIGN $ S. Use only base connection manufacturer suppl ed hardware = LINE T t5 TOP OF i that meets the requirements of Standard Specifications 3LOWERE "V3 and 9,21181. d STABILIZER FIN TUBE � r~ rn I 8 E. m BOLTSTCP CLEAN-OUT BAR FINISHED 1 4 i ✓H _ FOR SIGN POST GROUND ANCHOR LINE LOWER SIGN POSTLEG ANGLE NYLON WASHER - SUPPERT- 2 lir (IN) - n WHEN SIGN FACE HAS SOLIARE, 12-aAGE STEEL TUBE TYPE III, IV, VIII, t]R p COMPACTED NATIVE COMPACTED NATIVE ELEVATION - IX SHEETING 0 5 BACKFILL MATERIAL iT BACWILL MATERIAL - - BOLT STOP 1' (IN)DIMA. STEEi O HEAD NUT UTAM. DwIL TYPE 5T-3 SIGN SUPPORT FOR SIGN POST FLAT WASNIER NWON) DIAM. " _--CE� ELEVATION ELEVATION LCWERSIGN PDST $1R';INILONG p I•(INfDAM. SUPPORT -XON), HEX HEAD BOLT 0 STEEL LOCIL TYPE ST -1 SIGN SUPPORT TYPE $T-25NiN SUPPORT 7 -GAGE. HUT -DIP GALV_, WASHER HEAVY-0UTY ANCHOR SIGN PANEL O o ❑ 12' SIGN PQ$7 COMMERCIAL CONCRETE ❑ ❑ DIAFI TOP OF SIGH s TOP OF o❑ DETAIL L 6 1 SIGN POST 4 0 ELEVATION / LU ¢ u TYPE ST4 SIGN SUPPORT � o L._. o SIGN I'OBT 0 0 ❑ ° o r SIGN POST SION PANEL ❑ ° b ❑ O F O O p 4 4 ° � riEDGE O 9 o D 0 O u D D O 4 SIGN POST O a C B e ° a O 4 4 O 0 n❑ O 0 STABILLZFR FIN a v BOTTOM q ° d SIGN IDD o OF SIGN o11 4 O PAST 0 4 $' HEX BOLT WITH HUT VIEW AND WASHER (W-1 1�� ] 4 O 0 0 0 0 CLEAN OUT 1 CITY COMMENTS, REVIEW 1 2 CITY COMMENTS, REVIEW 2 3 CITY COMMENTS, REVIEW 3 4 CITY COMMENTS, REVIEW 4 5 MYLARS 12.06.16 6 DRAFT AS-BUILTS N0. SK M POST REVISION MAJ LOWERSIGN o e. ANCHORBAR MAJ ❑ G POST SUPPORT DESIGNED: MAJ LEGANdLE MAJ o ° MN DRAWN: YLP BOLT-STOPFOR 12.06.16 MAJ CHECKED: MAJ MAJ SK M POST MAJ TYPE ST -1 BY DATE APP:[ TYPE ST -2 TYPE ST -3 MAJ 03.22.16 MAJ SURVEYED: SJS MAJ 06.06'16 MAJ DESIGNED: MAJ MAJ 08.25.16 MAJ MAJ 10.21.16. MN DRAWN: YLP MAJ 12.06.16 MAJ CHECKED: MAJ MAJ 01.04.18 MAJ _ APPROVE BY DATE APP:[ Q 01 WOZ -114 ° ❑ b SIGN POST c a a a v 4 .V Sx91rs �O � $Ot STT. 01 �UNrAL �4 P � NEFp. luti 8 D hn IL?UI17:41 AM e ° + STEEL SIGN SUPPORT LOWER SIGN i 5r16 - (IN) CORNER BOLT TYPES ST -1 -ST-4 POST SUPPORT + QRSIa' IN}FLANGED INSTALLATION DETAILS - NUTALNp WASHERS - ERBOLr WITH NUT A'STANDARD PLAN G-24.50-03 2 REQUIRED (TYR.) SHEET 1 OF 1 SHEET APPROVED FOR PUBLICATION BOLTST[7P r� p�� N,WL 1. Fw POR SIGAN POST l i-.+ rd:LYrr< l�+ T xu q sl nv WAn ii > EMWEER, Vreh:wl." &Ma.P.rllw.r" d T,v.ParPll.l TYPE STS x_ r."11-ILNLTI r -m r•r rf ` ,!` La' Pi lls! VW4 tLM hGT*bCLUOM3M 0o rKk- � 2G RUYD LDTm lrIFY Pr1•x r.-ten1-J eCE'7MU b_NAL-I a la y+EEI A:t"r rLR ill CLT rids ecol Rae I M9 tj R ,&,IH.TO' I SNIT11fTA0tC1 GOA AG; IIIN3Ll^^n N ■D ROW" RWahKA NJ'; P4 JQ 1.� • l: FOF COciymmidI t,14tAbl r 17. r dKXIFALIs ,AWCEMT T{] CU R31 1, ,11 1aN pw c ernw *Tl .n, twill FL R"n,} Ik 1 Si C+.RF IID; WCLIL1DMIIrMOnF2V - 11RD� Dr rECIE TMIK PpU&D M WALL CR ed.WLk hN,PJrld JMI FELE, AD.FeG€NT TID Cu RB 40 aAi3PJFR -EFtF Am -d k IRwwPPI, I rU1143 1 C ewribh�T PLAIIG + C IS&C DDHT k4LT) WAIT DLI ■44MI ►Nr R (reps -r rLLrj_ r +7� CUna MDQ WGLUCCO W R19LI • 7GCr1111C IF- YGFmCAI n+ll - }L' ff 1zN rn1gD +seeaerl,ol aDIFTi111lI Tr�•I � ,•a • •- t 3PS Tm PFlMOLOaD +tp4:r+CfcNT TOB+WGAA" P►� +vPs 4 .LNrf I R4fR {l7lltaLK �.rPe+ iTRB r te• M}Ta IiG R I tT rr SGEWALK ADLIACEITT M WALL DETAIL � 1'JK l Cmm41DI94CLL13MH9aMr1EV- i - Y 1 - - L.E rr I I p' iT �•y��� L•THdIR FlNaneD vUDt 1,.Lw Baan fiIx GrNi?L•TI♦:TE - &OW ACE I'CL4 ►1.4IITR4a- F Lu& -i it Ok iB:� L ` F 75DLLRGf7ik YO R17FFEIxBT i ` I� h • d *IQ4laD FINfSN �y,y"L 4' YAS1 SRLDDTH • r Traoerecw�L c�Lrr RilkSED EP0r; PETAII- �•• EJLI ZhV 3MI! PALM TrA1NQNL4E if I . �. _ ..' JSKIIS TOWLLUE "SED EOG!! PUBLIC WORKS O*.lr I )FPA FITM ENT "I D M0 I 30 MC °v zz to I sm S 4-24-90-03 n MIA LATIUN .. CQNONT DDN7nh E CLRB :FCW P40TED OW e7# PLAN H K2. STD PLAN 70.1 AA app{t:36I6 In, M I M ;i�F1'aNL K D IE•� 4r Ib r d r !%PAR X0141 .+4+: F. •* .6 � 'b • ' D3+43 9asasxw_K_K'1n rO GrLsNLNe III l I � a•■,•'. " AND TINI&I lCFA Dip DETAIL £ EiAW-HSI4N 141M I �Irs QOFlTRAArTrpIl STSiti' CEMENT CONCRETE SIDEWALK TYPICAL INSTALLATION . " - 1 El):... S m 'e55fF 2,11,11" -` v 10CD� ;CD 13 NOTES: 1. SIGNS SHALL BE WHITE LETTERING ON GREEN BACKGROUND WITH A 0.3' BORDER, DOUBLE SIDED. 2. SIGN BLADE SHALL BE S' EXTRUDED ALUMINUM, TREATED, 0.080 GAUGE. 3. SIGN SHEETING SHALL BE 3M HIGH INTENSITY PRISMATIC OR APPROVED EQUAL 4. LETTERING SHALL BE CUR FROM 3M ELECTROCUT (EC) FILM SERIES 1170 OR APPROVED EQUAL 5. FONT SHALL BE FHWA C2DDOEX UPPER AND LOWER CASE PER SECTION 2DA3 OF THE M.U.T.C.D. 6. POST SHALL BE MINIMUM OF 2"X2" SQUARE TUBE. SEE STANDARD DETAIL G006.3 FOR INSTALLATION DETAILS. RECOMMENDED FOR APPOVAL BY: Date: BY: Date: BY: Date: BY: Date: SCALE: DATE: VERTICHORZONTAL-NADVD19988 83/1991 ,► VUECREST ESTATES & VUECREST II 09.28.15 AS NOTED �A C T Y 0 FIELDBOOK- ML R E N TO N PAGE: ROAD & STREET SIGN DETAILS ONE INCH neT'u DRAWING NO: AT FULL SCALE w��,vvN�N Planning/Building/Public Works Dept. C11 IF NOT ONE INCH SCALE ACCORDINGLY U15007217 / U15007232 SHEET. 11 OF. 33 DRS PROJECT NO. 12102 R-389761 T-38971 0 3/8' PTiQLDED .0l`IT rILLER (TYP) 9FENMR2 3/87? X s/E-4 DURWMY JGWT SEc NOTE ap 11, SF^110N (D :.Ei"+7ERAL NOTE5' 1, TING ilttertt of No. design is to Maws To Ierrlaval of a Gatch basin whin minlmal dWrbarm Of the o1Jrb. rti CANT �'A C1JP9N-J0U1TLR The expanslon Joints of the be RdjmW to tw In One WtIT ange curb ' x 6)to8I761DI'IJ�Dlnts. �r � I I ISQ"C btE t4 CEMENT CONCRETE CURB M. I11 * i'AIHI_•:C: '14i1k }{ INSTALLATION AT II;;I'J1i�['}d vT CATCH BASINS jLIE 2'-7" MAX. MIN. 5'-0" CLEAR WIDTH 0 0 0 0 0 0 0 0 0 0 0 o MOUNT ON PEDESTAL 0 0PRO VIDEO WI TH N. D. C. B. U. UNI T "x FULL DEPTH PLANTING STRIP EXPANSION JOINT WIDTH 0' TO VARIABLE "x FULL DEPTH 6' EXPANSION JOINT WALK 4 G QQ' d a ANCHOR BOLT .. a e. .. a' G a PATTERN PER - a N. D. C. B. U. PEDESTAL i TEMPLA TE ° a ca n d NOTES.° FRONT VIEW SIDEVIEW 1. INSTALLATION OF N.D.C.B.U. (INCLUDING CONSTRUCTION OF BASE) WILL BE DONE BY U.S. POSTAL SERVICE 2. DO NOT PLACE MAILBOXES NEAR CATCH BASIN GRATE,- 15' MIN. DISTANCE NEIGHBORHOOD DELIVERY & COLLECTION BOX UNIT (N. D. C. B. U.) TYPE I MAILBOX INSTALLATION (8, 12 BOX UNI T) CITY OF RENTON STANDARD DETAIL H026 NTS GUTTER LINE MAILBOX CONCRETE PAD DETAIL VC STA. 12+92.28, 13+02.28 SM/THERS AVE S 1 =5 FLOW LINE VCII STA. 22+44.16 SE 186TH ST "l CERTIFY THA T THE INFORMATION 4' SHOWN HEREON WHICH WAS AS -BUILT BY D.R. STRONG, AND MAY INCLUDE PLANTER STRIP LOCATIONS, ELEVATIONS, DEPTHS, PIPE SIZES, AND AS -BUILT COMMENTS, 4' ACCURA TEL Y REFLECTS EXISTING FIELD CONDITIONS AS DETERMINED BY ME OR UNDER MY DIRECT SUPERVISION ON THIS DA TE.• 1/12/2018. " FACE OF SIDEWALK r Call 2 Working Days Before You Dig 811 Utilities Underground Location Center (IDNT,ND,OR,WA) W� SE 1/4 SECTION 37, TOWNSHIP 23 N, RANGE 5 CM VUECREST ESTATES 8 VUECREST 11411.10 OF _CENT FRME A CF UffE 3 CITY COMMENTS. REVIEW 3 4 CITY COMMENTS. REVIEW 4 5 6 1112P. 1.3' 6 DRAFT AS-BUILTS N0. CHECKED... REVISION il.ae'] APPROVED: MN BY DATE I APPR (RELATIVE TO GRADE) 31 1F 10 : 1 SLOPE OR FLATTER EDGE OF PAVED (OR UN -PAVED) OFFSET -SEE NOTE 6 FROM AND ORATE - NOT IiiCLUDO `SHOULDER RaADW*1r SLOPE - N.MANDGurrM6*r W G? . t _ a tr TOP of * R clrral4U a�EAalrxr ..' +, AJ?JuSTNENTSMT4N=N0r04 LuDM N MIRE AND BUTTER BIOfraM GA7M SAah - NOT &Ct UDFD - IN Wiftmo avrrEFt @D rnN SF^110N (D :.Ei"+7ERAL NOTE5' 1, TING ilttertt of No. design is to Maws To Ierrlaval of a Gatch basin whin minlmal dWrbarm Of the o1Jrb. rti CANT �'A C1JP9N-J0U1TLR The expanslon Joints of the be RdjmW to tw In One WtIT ange curb ' x 6)to8I761DI'IJ�Dlnts. �r � I I ISQ"C btE t4 CEMENT CONCRETE CURB M. I11 * i'AIHI_•:C: '14i1k }{ INSTALLATION AT II;;I'J1i�['}d vT CATCH BASINS jLIE 2'-7" MAX. MIN. 5'-0" CLEAR WIDTH 0 0 0 0 0 0 0 0 0 0 0 o MOUNT ON PEDESTAL 0 0PRO VIDEO WI TH N. D. C. B. U. UNI T "x FULL DEPTH PLANTING STRIP EXPANSION JOINT WIDTH 0' TO VARIABLE "x FULL DEPTH 6' EXPANSION JOINT WALK 4 G QQ' d a ANCHOR BOLT .. a e. .. a' G a PATTERN PER - a N. D. C. B. U. PEDESTAL i TEMPLA TE ° a ca n d NOTES.° FRONT VIEW SIDEVIEW 1. INSTALLATION OF N.D.C.B.U. (INCLUDING CONSTRUCTION OF BASE) WILL BE DONE BY U.S. POSTAL SERVICE 2. DO NOT PLACE MAILBOXES NEAR CATCH BASIN GRATE,- 15' MIN. DISTANCE NEIGHBORHOOD DELIVERY & COLLECTION BOX UNIT (N. D. C. B. U.) TYPE I MAILBOX INSTALLATION (8, 12 BOX UNI T) CITY OF RENTON STANDARD DETAIL H026 NTS GUTTER LINE MAILBOX CONCRETE PAD DETAIL VC STA. 12+92.28, 13+02.28 SM/THERS AVE S 1 =5 FLOW LINE VCII STA. 22+44.16 SE 186TH ST "l CERTIFY THA T THE INFORMATION 4' SHOWN HEREON WHICH WAS AS -BUILT BY D.R. STRONG, AND MAY INCLUDE PLANTER STRIP LOCATIONS, ELEVATIONS, DEPTHS, PIPE SIZES, AND AS -BUILT COMMENTS, 4' ACCURA TEL Y REFLECTS EXISTING FIELD CONDITIONS AS DETERMINED BY ME OR UNDER MY DIRECT SUPERVISION ON THIS DA TE.• 1/12/2018. " FACE OF SIDEWALK r Call 2 Working Days Before You Dig 811 Utilities Underground Location Center (IDNT,ND,OR,WA) W� SE 1/4 SECTION 37, TOWNSHIP 23 N, RANGE 5 E, W. M. VUECREST ESTATES 8 VUECREST l/ SHORT PLAT - - FACE 1W CURB rx iI'2• TOPOF I , k 6:/ { 1 112' R_ ROADWAY r ' • -' ' . ' • 4 i CEMENT CONCRETE TRAFF I C U U RB AND GUTTER rr FACE -DF kQJAI;EWrCL M _6 tJ2' FLUSH WRH BUTTER - PAN ATS"VrALx RAMP Ed{TRA NW. 1_i2 rr 1:24 { _ TOP CF { 1'2`1+ RDALOWAY F a• ` 4 I x� DEPRESSED CURB SECTION of S108NALK AARAPS !- 6 CEMENT CONCRETE lr9"fL - I t VA. SIDEWALKRA3ir' VARIES I ORLnNdING E' TD 4 - o- 318' f'FiEMdL17Ep `- JOLNTFIL.LER CEMENT CONCRETE PEDESTRIAN CURB AT SIGEWALK RAMPS AND I ANE]IHGS PAIGE OF ADJACEWCUMB Ii 1 i._ - SEE DEPRESSED D JIIRR DETAIL THIS SHEET I r" Ila I Tur Of L _ 1' } 11y R ROADWAY kT • P IQ DEPRESSED CURB SECTION Al IREENt]ENVAL CWVE WAYS ONLY. f OR Cow*ACtAt. CANF'rAYS SEE STD MAK +D+.2 FAKE OF CURB :6 Vr 51r2". 1' 1'2'R. - �. 1'R. FAACI*OFAJ80JuCfrNTCUrffi i' i TDP DF I RQ,4D'J4'.4Y GUTTER SURFACE ti V FL. r e " - � P. CEMENT CONCRETE • • •• ' . ,� , TRAFFIC CURB DEPRESSED CURB t)ETAIL AT AWIDENTtrAL C* COMMERCiAL DRIVEWAYS. AND Aik.1:YS GIFLMERAI, NOTES - 1, See atandarii plans !Q2 4nd 1@1.9 (R 4;Wb empansinr Wahl a0rtracllan Ohl wwjrg. Z Nal used. 3. ppr vepreseA 1A8^JJINFk DrlvA±wey CuIL 6 T3ulLer 5aeBcn see 5wlCard Fla" 04.2 BTO. PLAN - 101 I PUBLIC' WORKS * C191WENT CONCRE`1`IB CUAGIS PR ED 1+ DEPARTMENT Gr Imoctsran, Pvlile wadi}Ad FACE OF BARRIER SHOULDER W - SEE TABLE ACTUAL S x L OR W6 x 9 1� 6 x 8 TIMBER POST, OR STEEL POST 6 x 12 TES 3 4) (SEE NOTES 3 &4) N (SEE NOTES 1 &5) I BEAM GUARDRAIL TYPE 31 T-11/2" 6'-3" 6'-3" CEMENT GSOIN w;,,,�� , > TYPE C2B -• ISOMETRIC VIEW (GOiAMERGUAL, VYtTH ®UPPER) CEMENT CONCRETE GIJRB to GUTTER (SEE NOTE 3) DLnmc SHEET) NOTES 1. When a driver"yw)dih.exceeds 15 feet, oonsbvct a full depth expanslonoint with 3181 joint tiller along the driveway lone Adsie nes PAoeOF (see std, plan 102). Construct expansion joints parallel with the alae Q r aeeDePR1MED CUM DIETAI. centerline as required at 15 maximum spacing when driveway CWMACnONJDINT - 0112' oNTM1S81�T widths exceed 30'.am PUN 102 \, s Wr r , b \� UrC FL ROADWAY TOPOF 2. See std, plan 102 for sidewalk details. -- --� 3. Curb and gutter shown, other curb designs may be specified. Sea aid. plan 101 for curb details. • 4. Not used. 5. The Onglneerwill design all driveways to Include elevations at all t• NOTE: 00NE AYLONGITUDpUJ EJrANSION points marked with symbol ")V. All elevations we atthe back of DEPRESSEDMONOLITHICCCCURS6 GUTTERDETAL curb top on uphill side. 6. Not used. 7. For Driveway Widths sea DRIVEWAY STANDARDS (See NOTE 10), The expansion joints (see std. plan 102) shall be spaced in shown in the corresponding Isometric view. 8. Slopes shall comply with sections R303.2.1 or R303.2.2 or - FACE of ADJACENT WRS R303.2.3 of the Revised Draft Guidelines for Acoosaible Public Rights -of -Way ofNovember 23, 2005 (PROWAO). Jr' 9. Curb returns for any Type C -MAX Driveway may be approved on---'�N` a case-by-case basis. ,, af- a---OUTTSR SURFACE 10. STREET STANDARDS - Renton Municipal Code (RMC) 1•R b ' o D Title IV Development Regulations D a• • • b . u . CHAPTER 6 STREET AND UTILITY STANDARDS 4\• a .D a - D Section 4-"60SMEETSTANDARDS DEPRESSED CURB DETAIL AT RESIDENTIAL ORCOMMERCIAL DRIVEWAYS, AND ALLEYS DRIVEWAY STANDARDS Renton Municipal Code (RMC) Title IV Development Regulations Driveway Example: TYPE C1 B CHAPTER 4 R=Reslde ftf C-Commardal f CITY-WIDE PROPERTY DEVELOPMENT STANDARDS Numbef°f lertaa, J Section 4-4-M PARKING, LOADING AND DRIVEWAY � (MNL=L Lane Commerral) REGULATIONS B�rrer(PianprpSrrip), Blank"NoBufli t * PUBLIC WORKS CEMENT CONCRETE DRIVEWAY �'PROV, � - 104.8 DEPARTMENT ENTRANCES - NOTES AND DETAILS NAWds- ATE NOTES 6'-3" 1. Refer to Standard Plans C-1 and C-1 b for additional details not shown on this plan. 2. Extend shoulder pavement to provide a base for the UND LINE - HINGEPOINT 4 1/4" 3' - 1 1/2" SLOPE- (TYP.) j �_4 YSEETABLE TYPICAL SECTION •- WITHOUT CURB (6' 0" LONG POSTS) TYPICAL ELEVATION 13'- 6 1/2" 6'-3" SYMMETRICAL ABOUT extruded curb. See Contract Plans for exceptions to distances shown. 3. Use a single block or combination of blocks (no more than two (2) to achieve the actual 12" (in) offset. See Standard Specification 9-16.3(2). Wood blocks shall be secured to the posts with anti -rotation nails. If combination blocks are used, the adjacent blocks shall be toenailed with two 16d galvanized nails to prevent block rotation. T- 11/2" 4. Wood blocks are shown. Blocks of an approved alternative material may be used. See Standard Specification 9-16.3(2). 5. All posts for any standard barrier run shall be of the same type: timber or steel. 1'- 0 1/4" 2" (TYP.) RAIL ELEMENTr� 3/4" (IN) x 2 1/2" (IN) TYPICAL RAIL ELEMENT 6. SLOT (TYP.) 1 3/16" 6 x 12 BLOCKOUT (SEE NOTE 4)�A 1/4" (IN) DIAM. HOLE FOR 1" (TYP.) ANTI -ROTATION 16d NAIL ANTI -ROTATION 6 x 8 TIMBER POST OR (TYP.) NAIL 16d (TYP.) W6 x 8.5 OR W6 x 9 STEEL POST (SEE NOTES 1 & 5) 1 „ W6 x 8.5 x 6' (FT) OR 1g� _ M W6 x 9 x 6' (FT) LONG STEEL POST (SEE NOTES 1 &5) 5/8" (IN) x 14" (IN) BUTTON HEAD BOLT WITH 7/32" (IN) OVAL GRIPAND / 3/4" (IN) DIAM. HOLE THROUGH BLOCK RECESSED HEX NUT (TYP.) FOR STEEL POST ATTACHMENT CUT WASHER (TTP.) ANTI -ROTATION 5/8" (IN) RECESSED NAIL 16d (TYP.) 3/4" (IN) DIAM. HOLE 3/4" (IN) DIAM. HOLE FOR BUTTON HEX NUT (TYP.) PLAN VIEW THROUGH BLOCK HEAD BOLT (TTP.) FOR TIMBER POST STEEL POST ATTACHMENT (SEE NOTE 3) WOOD BLOCK 6 x 8 x 6' (FT) LONG FACE OF BARRIER TIMBER POST (SEE NOTES 1 &5) SHOULDER W - SEE TABLE (SEE NOTE 3) 5 x 12 BLOCKOUT 12" 6 x 8 TIMBER POST OR (SEE NOTE 4) ACTUAL W6 x 8.5 OR W6 x 9 STEEL POST (SEE NOTES 1 & 5) - 1O PERMISSIBLE CURB a PLACEMENTAREA (SEE NOTE 3) (SEE NOTE 2) N 6 x 8 TIMBER POST OR FAC OF W6 x 8.5 OR W6 x 9 5/8" (IN) x 22" (IN) BUTTON HEAD BOLT CURB LIMIT 1 GROUND LINE STEEL POST (TYP.) WITH 7/32" (IN) OVAL GRIPAND RAIL ELEMENT RECESSED HEX NUT (TYP.) HINGEPOINT (TYP.) SLOPE- SEE LOPE-SEE TABLE ELEVATION VIEW TYPICAL SECTION •- WITH CURB (6'- 0" LONG POSTS) WSDOT STANDARD PLAN C-20.10.03 CONSUL TING ENGINEERS ENGINEERS PLANNERS SURVEYORS 620 7TH AVENUE, KIRKLAND, WA 98033 O 425 827 3063 F 425 827 2423 iv MID SPAN SPLICE GROUND LINE CITY COMMENTS, REVIEW 1 2 CITY COMMENTS, Al 3 UND LINE - HINGEPOINT 4 1/4" 3' - 1 1/2" SLOPE- (TYP.) j �_4 YSEETABLE TYPICAL SECTION •- WITHOUT CURB (6' 0" LONG POSTS) TYPICAL ELEVATION 13'- 6 1/2" 6'-3" SYMMETRICAL ABOUT extruded curb. See Contract Plans for exceptions to distances shown. 3. Use a single block or combination of blocks (no more than two (2) to achieve the actual 12" (in) offset. See Standard Specification 9-16.3(2). Wood blocks shall be secured to the posts with anti -rotation nails. If combination blocks are used, the adjacent blocks shall be toenailed with two 16d galvanized nails to prevent block rotation. T- 11/2" 4. Wood blocks are shown. Blocks of an approved alternative material may be used. See Standard Specification 9-16.3(2). 5. All posts for any standard barrier run shall be of the same type: timber or steel. 1'- 0 1/4" 2" (TYP.) RAIL ELEMENTr� 3/4" (IN) x 2 1/2" (IN) TYPICAL RAIL ELEMENT 6. SLOT (TYP.) 1 3/16" 6 x 12 BLOCKOUT (SEE NOTE 4)�A 1/4" (IN) DIAM. HOLE FOR 1" (TYP.) ANTI -ROTATION 16d NAIL ANTI -ROTATION 6 x 8 TIMBER POST OR (TYP.) NAIL 16d (TYP.) W6 x 8.5 OR W6 x 9 STEEL POST (SEE NOTES 1 & 5) 1 „ W6 x 8.5 x 6' (FT) OR 1g� _ M W6 x 9 x 6' (FT) LONG STEEL POST (SEE NOTES 1 &5) 5/8" (IN) x 14" (IN) BUTTON HEAD BOLT WITH 7/32" (IN) OVAL GRIPAND / 3/4" (IN) DIAM. HOLE THROUGH BLOCK RECESSED HEX NUT (TYP.) FOR STEEL POST ATTACHMENT CUT WASHER (TTP.) ANTI -ROTATION 5/8" (IN) RECESSED NAIL 16d (TYP.) 3/4" (IN) DIAM. HOLE 3/4" (IN) DIAM. HOLE FOR BUTTON HEX NUT (TYP.) PLAN VIEW THROUGH BLOCK HEAD BOLT (TTP.) FOR TIMBER POST STEEL POST ATTACHMENT (SEE NOTE 3) WOOD BLOCK 6 x 8 x 6' (FT) LONG FACE OF BARRIER TIMBER POST (SEE NOTES 1 &5) SHOULDER W - SEE TABLE (SEE NOTE 3) 5 x 12 BLOCKOUT 12" 6 x 8 TIMBER POST OR (SEE NOTE 4) ACTUAL W6 x 8.5 OR W6 x 9 STEEL POST (SEE NOTES 1 & 5) - 1O PERMISSIBLE CURB a PLACEMENTAREA (SEE NOTE 3) (SEE NOTE 2) N 6 x 8 TIMBER POST OR FAC OF W6 x 8.5 OR W6 x 9 5/8" (IN) x 22" (IN) BUTTON HEAD BOLT CURB LIMIT 1 GROUND LINE STEEL POST (TYP.) WITH 7/32" (IN) OVAL GRIPAND RAIL ELEMENT RECESSED HEX NUT (TYP.) HINGEPOINT (TYP.) SLOPE- SEE LOPE-SEE TABLE ELEVATION VIEW TYPICAL SECTION •- WITH CURB (6'- 0" LONG POSTS) WSDOT STANDARD PLAN C-20.10.03 CONSUL TING ENGINEERS ENGINEERS PLANNERS SURVEYORS 620 7TH AVENUE, KIRKLAND, WA 98033 O 425 827 3063 F 425 827 2423 /`Iv-UVIL 1 SLOPE\ EMBANKMENT TABLE SLOPE W (FT) 2H : 1V OR FLATTER 2.5' MIN. STEEPER THAN 2H:1V BUT NOT 4.0' MIN. STEEPER THAN 1H:1V 5/8" (IN) RECESSED HEX NUT (TYP.) 6 x 12 BLOCKOUT (TYP.) (SEE NOTE 3) 5/8" (IN) x 14" (IN) BUTTON HEAD BOLT WITH 7/32" (IN) OVAL GRIP AND RECESSED HEX NUT (TYP.) { ,2 ' Tftli *#41 W. 11y, EJ % Jul J4 2015 7:59 AM BEAM GUARDRAIL TYPE 31- STANDARD PLAN C-20.10-03 SHEET 1 OP i SHEET APPRUVFD FQR PUBUIZAT10M Carrelrrer. Jeff f J t Jug L41015 11:29AM GI -" d Ti pW d " 1 CITY COMMENTS, REVIEW 1 2 CITY COMMENTS, REVIEW 2 3 CITY COMMENTS. REVIEW 3 4 CITY COMMENTS. REVIEW 4 5 MYLARS ONE INCH 6 DRAFT AS-BUILTS N0. CHECKED... REVISION /`Iv-UVIL 1 SLOPE\ EMBANKMENT TABLE SLOPE W (FT) 2H : 1V OR FLATTER 2.5' MIN. STEEPER THAN 2H:1V BUT NOT 4.0' MIN. STEEPER THAN 1H:1V 5/8" (IN) RECESSED HEX NUT (TYP.) 6 x 12 BLOCKOUT (TYP.) (SEE NOTE 3) 5/8" (IN) x 14" (IN) BUTTON HEAD BOLT WITH 7/32" (IN) OVAL GRIP AND RECESSED HEX NUT (TYP.) { ,2 ' Tftli *#41 W. 11y, EJ % Jul J4 2015 7:59 AM BEAM GUARDRAIL TYPE 31- STANDARD PLAN C-20.10-03 SHEET 1 OP i SHEET APPRUVFD FQR PUBUIZAT10M Carrelrrer. Jeff f J t Jug L41015 11:29AM GI -" d Ti pW d " BEAM GUARDRAIL TYPE 31 - PAY LIMIT NOTES 1. When a driveway width exceeds 15 feet, construct a full depth expansion joint with 3i8' joint tiller along the driveway lane lines aAoeoFdNie (see std. plan 102). Construct expansion Joints parallel with the seE� a 1rr amTHIS *!Er was oeTAa centerline as required at 15' maximum spacing when driveway CONiRAGTION JOINT - f widths exceed 30'. b STOKM laxur, FL \,\ a tJr ,• toPOF 2. See std, plan 102 for sidewalk details. 3. Curb and gutter shown, other curb designs may be specified, +� " See aid. plan 101 for curb details. a 4. Not used.f_ �- 1• -Ir 5. The englneerwill design all driveways to Include elevations at all Nora: oRLVEwAY LONcnuowu slwAraloN pointe marked with symbol "X". All elevations are at the back of DEPRESSED ntoNvi rtriC CUA d GUTTER DETAIL curb top on uphill side. 6. Not used. 7. For Driveway Widths see DRIVEWAY STANDARDS (See NOTE 10), The expansion joints (see std. plan 102) shall be spaced as shown In the corresponding Isometric view. 8. Slopes shall comply with sections 8303.2.1 or R303.2.2 or - FACE OF ADJACENT CURB R303.2.3 of the Revised Doan Guidelines for Accessible fablic 1" Rigbts-of-Way of November 23, 2005 (PROWAG). �--' 9. Curb returns for any Type C -MAX Driveway may be approved an r�I e cawby basis. ?. r. , a - ; t R ourTER SURFACE 10. STREET STANDARDS = Renton Municipal Cade (RMC) a c Title IV Development Regulations CHAPTER 6 STREET AND UTILITY STANDARDS Section 4-"60STREET STANDARDS DEPRESSED CURB DETAIL AT RESIDENTIAL. OR COMMERCIAL DRIVEWAYS, AND ALLEYS DRIVEWAY STANDARDS = Renton Municipal Code (RMC) Title IV Development Regulations Drivelrlt8y Example: TYPE C1 B CHAPTER 4 RmResmeneel, C -Comer" f CITY-WIDE PROPERTY DEVELOPMENT STANDARDS Numbxei4ense, k Section 4.4-M PARKING, LOADING AND DRIVEWAY (MAX -4 Lane CO REGULATIONS a aBulrer(a)enwle SMA elsnl 0ukrer + * PUBLIC WORKS CEMENT CONCRETE DRIVEWAY RC _ 1"'B DEPARTMENT ENTRANCES - NOTES AND DETAILS ... ATE BEAM GUARDRAIL TYPE 31 NON -FLARED TERMINAL (SEE NOTE 10'-0"MIN. kW 03.22.16 kW SURVEYED: sis SCALE: AS NOTED MAJ 06.06'16 kW DESIGNED: " MN 08.25.16 " MAJ 10.21.16. kW DRAWN: YLP ONE INCH MAJ 12.06.16 MAJ1 CHECKED... AT FULL SCALE NOT ONE INCH SCALE ACCORDINGLY MAJ 01.04.18 MNF APPROVED: MN BY DATE I APPR BEAM GUARDRAIL TYPE 31 - PAY LIMIT NOTES 1. When a driveway width exceeds 15 feet, construct a full depth expansion joint with 3i8' joint tiller along the driveway lane lines aAoeoFdNie (see std. plan 102). Construct expansion Joints parallel with the seE� a 1rr amTHIS *!Er was oeTAa centerline as required at 15' maximum spacing when driveway CONiRAGTION JOINT - f widths exceed 30'. b STOKM laxur, FL \,\ a tJr ,• toPOF 2. See std, plan 102 for sidewalk details. 3. Curb and gutter shown, other curb designs may be specified, +� " See aid. plan 101 for curb details. a 4. Not used.f_ �- 1• -Ir 5. The englneerwill design all driveways to Include elevations at all Nora: oRLVEwAY LONcnuowu slwAraloN pointe marked with symbol "X". All elevations are at the back of DEPRESSED ntoNvi rtriC CUA d GUTTER DETAIL curb top on uphill side. 6. Not used. 7. For Driveway Widths see DRIVEWAY STANDARDS (See NOTE 10), The expansion joints (see std. plan 102) shall be spaced as shown In the corresponding Isometric view. 8. Slopes shall comply with sections 8303.2.1 or R303.2.2 or - FACE OF ADJACENT CURB R303.2.3 of the Revised Doan Guidelines for Accessible fablic 1" Rigbts-of-Way of November 23, 2005 (PROWAG). �--' 9. Curb returns for any Type C -MAX Driveway may be approved an r�I e cawby basis. ?. r. , a - ; t R ourTER SURFACE 10. STREET STANDARDS = Renton Municipal Cade (RMC) a c Title IV Development Regulations CHAPTER 6 STREET AND UTILITY STANDARDS Section 4-"60STREET STANDARDS DEPRESSED CURB DETAIL AT RESIDENTIAL. OR COMMERCIAL DRIVEWAYS, AND ALLEYS DRIVEWAY STANDARDS = Renton Municipal Code (RMC) Title IV Development Regulations Drivelrlt8y Example: TYPE C1 B CHAPTER 4 RmResmeneel, C -Comer" f CITY-WIDE PROPERTY DEVELOPMENT STANDARDS Numbxei4ense, k Section 4.4-M PARKING, LOADING AND DRIVEWAY (MAX -4 Lane CO REGULATIONS a aBulrer(a)enwle SMA elsnl 0ukrer + * PUBLIC WORKS CEMENT CONCRETE DRIVEWAY RC _ 1"'B DEPARTMENT ENTRANCES - NOTES AND DETAILS ... ATE BEAM GUARDRAIL TYPE 31 NON -FLARED TERMINAL (SEE NOTE 10'-0"MIN. EDGE OF WIDENED EMBANKMENT 6 ? 20: 1 SLOPE OR FLATTER 1 o (RELATIVE TO GRADE) 10 : 1 SLOPE OR FLATTER EDGE OF PAVED (OR UN -PAVED) OFFSET -SEE NOTE 6 `SHOULDER PLAN VIEW (SKT-SP-MGS (TL -2) SHOWN) BEAM GUARDRAIL TYPE 31 BEAM GUARDRAIL TYPE 31 NON -FLARED TERMINAL- PAY LIMIT PAY LIMIT SKT-SP-MGS (TL -2) SYSTEM LENGTH = 28' -1 1/2" (SEE NOTE 6) SEE NOTE; LENGTH OF NEED � � POINT ELEVATION VIEW SKT-SP MGS (TL -2) BEAM GUARDRAIL TYPE 31 BEAM GUARDRAIL TYPE 31 NON -FLARED TERMINAL- PAY LIMIT PAY LIMIT SOFTSTOP (TL -2) SYSTEM LENGTH = 38' - 3 1/2" (SEE NOTE 6) LENGTH OF 5' - 8" NEED POINT (TYP.) ELEVATION VIEW SOFTSTOP (TIL -2) %. (SEE NOTE 8) 7,1f e:. ��$PI ST$&a0 /4r BEAUARDRAIL TTPL J1 NON -FLARED TERMINAL (POSTED SPEED 45 MPH AND BELOW} STANDARD PLAN C -22A5-02 SHEET 1 ;.F "SHEET AF PRUVLD Fuii P�BLICA1 UN 6r Nd .� rt Air 1 ISNI6 f FM - I" ErvCI EEk WSDOT STANDARD PLAN C-22.45-02 Wrn'nyu�'Svi.�]:ponm.n. .11.. n.pcno .n VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/1991 C T Y OF RENTON DATUM Planning /Building/Public Works Dept 6'- 3" POST1 1. The Implementation of the Manual for Assessment of Safety Hardware (MASH) criteria may result in the acceptance of guardrail terminal systems currently not shown on this plan, or the elimination of guardrail terminals that are on this plan. Non -Flared terminals shall be selected from the WSDOT Qualified Products List (QPL) or approved through the WSDOT Request for Approval of Materials (RAM) process. 2 This terminal is FHWA eligible at Test Level Two (TL -2) and may be used in applications with posted speeds of 45 mph or less. GROUND 3. An SKT-SP-MGS (TL -2) as manufactured by Road Systems, LINE Inc. or SOFTSTOP (TL -2) as manufactured by Trinity Highway Products, LLC shall be installed according to manufacturer's recommendations. 4 A reflectorized object marker shall be installed according to manufacturer's recommendations. 6 When snow load post washers and snow load rail washers are required by the Contract, the snow load rail washers shall not be installed within the terminal limits. 6. Terminal shall be installed at a widening, ensuring the end piece Is entirely off the shoulder. While this terminal does not require an offset at the end, a flare is recommended. For the SKT-SP-MGS (TL -2), a maximum flare of 25 : 1 or flatter over the length of the terminal is allowed with a maximum offset of 24" (in) over 50' (ft). 4'- 7" For the SOFTSTOP (TL -2) a maximum flare of 38.29: 1 or flatter SEE NOTE 4 is allowed over the system length of 38' - 3 1/2" with a maximum offset GROUND of 12 (in) at the anchor LINE post. For terminal details, see WSDOT approved manufacturer's 7. drawings. The SOFTSTOP terminal is supplied POST 1 with steel posts only. 8. It can be used with guardrail runs composed of steel ANCHOR or wood guardrail POST posts. BEAM GUARDRAIL TYPE 31 NON -FLARED TERMINAL (POSTED SPEED 45 MPH AND BELOW) SHEET 1 OF 1 SHEET RECOMMENDED FOR APPOVAL BY: Date: BY: Date: BY: Date: B : Date: VUECREST ESTATES & VUECREST II �( ROAD &STREET SIGN DETAILS U15007217 / U15007232 DATE: 09.28.15 FIELDBOOK: PAGE: DRAWING N0: C12 SHEET: 12 OF: DRS PROJECT N0. 12102 R-389762 T-389711 w Q z U U w W o ry U LIJ D > Lij U7 Q U7 LIJ U7 LLJ ry U W > 3' 0 O W �.� 5' SIDEWALK 8' PLANTER 4.1 02 FT./FT. SE 1/4 SECTION 31, TOWNSHIP 23 N, RANGE 5 E, W. M. VUECRES T ES TA TES & VUECRES T // SHOR T PLA 53' R. 0. W. 3 34.5' R. 0. W. 26' TRA VELED WA Y W/D TH k p 22' TRA VEL ED WA Y KID TH 13" LANE I 13' LANE 6" MIN. TYP. .02 FT/ CONCRETE VAR/ES 0 r PLANTER 4' TO 6.5,1 6 W � 3 10' LANE 22' TRA VELED WA Y WID TH 10' LANE 81, WA 02 FT./FT. 2' 0 4 " HMA 2" l0' LANE 0.02 FT/FT 6" CRUSHED ROCK BASE OR 02 FT./FT. 4 " CLASS B HMA 4.5" ASPHALT TREATED BASE 6" CRUSHED ROCK BASE �%\\/\\//\�/� \\ ? COMPACTED SUBBASE SMI THERS A VE. S (STATION 11+18.76 TO STATION 15+02.77) STA. 20+51.22 W o � oc STA. 17+19.21 TRANSITION FROM 53' TO 32' R. 0. W. STRIPE FOGLINE VAR/ES TRANSITION FROM 26' TO 13' TO 4' 6" 22' TRA VEL ED WA Y WD TH o IO' LANE 10' LANE W 2, - - CAST IN PLACE WALL; j .02 FT/F7 SEE SHEETS C9 AND CIO W? FOR GRADING DETAILS ,.•,,.•,,.•,../,, STA. 15+48.57 TO Q STA. 15+92.75 TO TW (TYP.) STA. 20+51.22 STRIPE FOGLINE z STA. 17+19.21 1 1 �l vO BEAM GUARDRAIL PER WSDOT STD. PLAN C-20.10.03"• ------- .02 FT./FT SEE SHEET C12 FOR DETAILS SEE STRUCTURAL PLANS 8" WA J GRAVEL Wl TH WEED BARRIER AT BASE FOR FOOTING COVER 5" J SMI THERS AVE. S (STATION 15+02.77 TO STATION 16+35.6 ) 2 32' R. 0. W. 6" CRUSHED ROCK BASE OR 0 4' 6 " 22' TRA VEL ED WA Y WD TH TOF PER STRUCTURAL 4.5" ASPHALT TREATED BASE 2, 10' LANE 10' LANE O COMPACTED SUBBASE SE 186TH ST. (STATION 18+22.63 TO STATION 20+25.32) W STA. 15+48.57 TO Q STA. 15+92.75 TO �" TO 41.5' R.O.W. o STA. 20+51.22 STRIPE FOGLINE TRAVELED WAY WIDTH STA. 17+19.21 1 ' 1 STA. 20+48.77 BEAM GUARDRAIL PER W � O BEAM GUARDRAIL PER I WSDOT STD. PLAN C-20.10.03" VAR/ES FROM v WSOOT STD. PLAN C-20.10.03"• 02 FT/FT SEE SHEET C12 FOR DETAILS GRA VEL WITH WEED BARRIER A T BASE .5' SMI THERS AVE. S (STATION 16+35.61 TO STATION 17+00.64) TRANSITION FROM 32' TO 34.5' R. 0. W. k VAR/ES 0 r PLANTER 4' TO 6.5,1 6 W � 3 10' LANE 22' TRA VELED WA Y WID TH 10' LANE WSDOT STD. PLAN C-20.10.03"• 02 FT./FT. 2' 0 2" l0' LANE 0.02 FT/FT o 02 FT./FT. 4 " CLASS B HMA oQ 6" CRUSHED ROCK BASE �%\\/\\//\�/� \\ ? STA. 15+48.57 TO STA. 15+92.75 TO o STA. 20+51.22 W o � oc STA. 17+19.21 GRA VEL WITH WEED BARRIER A T BASE STRIPE FOGLINE W BEAM GUARDRAIL PER O v o WSDOT STD. PLAN C-20.10.03 SEE SHEET C12 FOR DETAILS GRAVEL KITH WEED BARRIER AT BASE .5" 02 FT FT SMI THERS AVE. S (STATION 17+00.64 TO STATION 18+22.63) SMI THERS AVE. S. (STATION 11+20.00 TO STATION 18+22.63 RESIDENTIAL STREET Q) 20' ACCESS z CATCH BASIN & STORM 6" MIN. TYP. 02 FT./FT. 8 SS O W 8" PLANTER 5' SIDEWALK 1 MAX- .02 FT./FT. 4: 4 " CEMENT CONCRETE -CONCRETE CURB & GUTTER (TYP.) CATCH BASIN & STORM SEWERS (TYP.) o� �o oQ� PLANTER WIDTH VAR/ES (8' TO 0) 5' SIDEWALK 6" (TYP.) a02 FT./FT. 4. 1 MAX 4: 1 MAX TO A DISTANCE OF 10 FEET FROM FLOWLINE 5' SIDEWALK 4.5' 6" (TYP.) .02 FT. FT. �S> 1 5' SIDEWALK 4.5' 6" (TYP.) 02 FT. FT. 8" CRUSHED ROCK: (1!12" MINUS \ CRUSHED SURFACING BASE COURSE) 4" COMPACTED DEPTH CLASS B ASPHALT CONCRETE SHARED DRI VEWA Y TRACTS (PRIVATE) ACCESS ROAD AS -BUILT r Call 2 Working Days Before You Dig 811 Utilities Underground Location Center (ID,MT,ND,OR,WA) 7 CERTIFY THAT THE INFORMATION SHOWN HEREON WHICH WAS AS -BUILT 8Y D. R. STRONG, AND MAY INCLUDE LOCATIONS, ELEVATIONS, DEPTHS, PIPE SIZES, AND AS -BUILT COMMENTS, ACCURATELY REFLECTS EXISTING FIELD CONDITIONS AS DETERMINED BY ME OR UNDER MY DIRECT SUPERVISION ON THIS DA TE. 1/12/2018. " 1 CIN COMMENTS, REVIEW 1 2 CITY COMMENTS REVIEW 2 0� 0 D. R. STRONG 3 CIN COMMENTS. REVIEW 3 CONSUL TING ENGINEERS 4 CIN COMMENTS. REVIEW 4 ENGINEERS PLANNERS SURVEYORS 5 MYLARS 620 7TH AVENUE, KIRKLAND, WA 98033 6 DRAFT AS-BUILTS O 425 827 3063 F 425 827 2423 N 0. REVISION STA. 18+22.63 TO fg• 0 r PLANTER STA. 20+48.77 BEAM GUARDRAIL PER W � 3 10' LANE p 10' LANE WSDOT STD. PLAN C-20.10.03"• 02 FT./FT. 2' SUBGRAOE SLOPE WITH 4' CHAINLINK FENCE A T 0.02 FT/FT 02 FT./FT. 4 " CLASS B HMA BACK OF GUARDRAIL 6" CRUSHED ROCK BASE �%\\/\\//\�/� \\ COMPACTED SUBBASE SEE SHEETS C10 & C12 FOR DETAILS �u STA. 15+48.57 TO 1.00 Q GRA VEL WITH WEED BARRIER A T BASE J STA. 20+51.22 W O c� STRIPE FOGLINE o W - - CAST IN PLACE WALL; j .02 FT/F7 SEE SHEETS C9 AND CIO FOR GRADING DETAILS ,.•,,.•,,.•,../,, MAX. EXPOSED HEIGHT 7' TW (TYP.) I' MIN COVER OVER FOOTING 3' �l BW (TYP.) J� SEE STRUCTURAL PLANS 8" WA J FOR FOOTING COVER J 4" HMA 2 6" CRUSHED ROCK BASE OR TOF PER STRUCTURAL 4.5" ASPHALT TREATED BASE 8" SS PLANS COMPACTED SUBBASE SE 186TH ST. (STATION 18+22.63 TO STATION 20+25.32) TRANSITION FROM 34.5' TO 41.5' R.O.W. TRANSITION FROM 22' TO 26' TRAVELED WAY WIDTH STA. 18+22.63 TO STA. 20+48.77 BEAM GUARDRAIL PER 3' VARIES FROM 10' TO 13' LANE VARIES FROM 10' T WSDOT STD. PLAN C-20.10.03" VAR/ES FROM WITH 4' CHAINLINK FENCE A T2' TO 0' BACK OF GUARDRAIL SEE SHEETS CIO & C12 FOR DETAILS W STA. 15+48.57 TO GRA VEL WITH WEED BARRIER A T BASE o STA. 20+51.22 W � 1.33' STRIPE FOGLINE Le o CAST IN PLACE WALL W - - �y SEE SHEETS C9 AND CIO FOR GRADING DETAILS,• EXPOSED HEIGHT VARIES 3" FROM 6.5' TO 0' SE 186TH ST (STATION 20+25.32 TO STATION 20+63.67) SE 186TH ST. (STATION 18+22.63 TO STATION 20+63.67 NTS NTS 02 FT./FT. 0 O W 5' SIDEWALK 6" (TYP.) .02 PT/FT. 4: 1 MAX. 2.1 / 4 ", CEMENT x \�/� CONCRETE CATCH BASIN & STORM SEWERS (TYP.) 1, 3' LANE fg• 0 r PLANTER HiQ W � VAR/ES p FROM W 02 FT./FT. 0' TO 8' 5' SIDEWALK SUBGRAOE SLOPE 6" (TYP.) 0.02 FT/FT 02 FT./FT. 4 " CLASS B HMA LANDSCAPE EASEMENT VAR/ES FROM 8' TO 0' 4: 1 MA RESIDENTIAL STREET NTS ks2 O� OW 2' 13' a� MATCH EX. GRADE--- CONCRETE RADE)CONCRETE EXTRUDED CURB 1 ' 41.5' R. 0. W. 26' TRAVELED WAY WDTH Flo oc WIC v O �l 8 " WA 4 " HMA 6" CRUSHED ROCK BASE OR 4.5" ASPHALT TREATED BASE COMPACTED SUBBASE SE 186TH ST. (FROM STAT/ON 20+63.67 TO END 6" (TYP.) .02 FT FT 8 SS 3' O 0 W 8' PLANTER 5' SIDEWALK 2.1 .02 FT./FT. 4:1 MAX 4 " CEMENT CONCRETE CATCH BASIN & STORM SEWERS (TYP.) RESIDENTIAL STREET NTS C 4.5' ROW DEDICA TION 3' 0 o� Q1 5' SIDEWALK 8' PLANTER M r .02 FT./FT 6" (TYP.; 4- CEME/ ,""/ CONCRETE VERTICAL CEMENT CONCRETE CURB & GUTTER CATCH BASIN & STORM SEWERS SEE PLAN WEST HALF MAIN AVE. S. RESIDENTIAL STREET 20' R. 0. W. r r fg• r r r HiQ W � ado v _ 02 FT./FT. oe SUBGRAOE SLOPE 0.02 FT/FT 4 " CLASS B HMA 6" CRUSHED ROCK BASE �%\\/\\//\�/� \\ COMPACTED SUBBASE MAJ 03.22.1 6 MAJ SURVEYED: SCALE: SiS` VERTICAL: NAVD 1988C T Y 0 Mal 06.06.16 Mal AS NOTED HORIZONTAL: NAD 1983/183/1 991 DESIGNED: MAJ 08.25.16 MAJ MAJ ML R E N T O N MAJ 10.21.1 6 MAJ DRAWN: YLP ONE INCH DATUM MAJ 12.06.16 Mal CHECKED AT FULL SCALE Planning/Building/Public Works Dept MAJ 01.04.18 111 IF NOT ONE INCH APPROVED: SCALE ACCORDINGLY BY DATE APPR Maj 30' R. 0. W. NTS 0 0 W RECOMMENDED FOR APPOVAL BY: Date: BY: Date: BY: Date: BY: Date: VUECREST ESTATES & VUECREST II aROAD CROSS SECTIONS U15007217 / U15007232 09.28.15 FIELDBOOK: PAGE: DRAWING NO: C13 SHEET. 13 OF DRS PROJECT N0. 12102 R-389763 m Ld ry U Ld r\ Call 2 Working Days Before You Dig 811 Utilities Underground Location Center (ID,MT,ND,OR,WA) SE 1/4 SECTION 31, CB T-1 5 1=238.86 VUECREST ES TA TES QVC (SE) l/ PVC (W) 2 CITY COMMENTS, REVIEW 2 MAJ 06,06.16 MAJ DESIGNED:AJ 3 CITY COMMENTS. REVIEW 3 MAJ 08,25.16 MAJ 4 CITY COMMENTS, REVIEW 4 MAJ 10,21.16 MAJ DRAWN: LP ONE INCH CB 103, TYPE 2-48' SDMH \ I'iii11'1'i RIM=243.07 STA. 13+88.20, 11.39' L (STR.) 4" PVC (W) 377.7 12" PVC (S) - O 373. " PVC (NW) 378.00 Af 15' PUBLIC ; ',;' 1 I;'I 1' I I it: II II ED SAS P -,ENT RIM 357-0-89- 374.98,1 �II � I I i I I I; I I; i I ', ; 11 I ' ,_ _.., (A 2 "LC E CB 23, TYPE 2-48" 11 1 �� i STA. 02+94.80 (STR.) - - RIM X96250.59 `O 12" IE X5.46 (E) IN 245.79 2 12" IE 441-6 (W) OUT 242.35 0 N 4 496-� N M SDMH WITH TRASH RACK 7 1099.96 RIM=255.22 II 3 IE=252.62 6" PVC (S) o IE=252.02 12" PVC (N) � N II LF 112" LCPEI P102 (AB) �; II II CB T-1 RIM=244.23 CB 102, TYPE 1 IE=241.57 6" PVC (E) I STA. 15+ 14.30, 11.87' L IE=241.29 12" PVC (N) w o n II II r\ Call 2 Working Days Before You Dig 811 Utilities Underground Location Center (ID,MT,ND,OR,WA) SE 1/4 SECTION 31, TOWNSHIP 23 N, RANGE 5 E, W.M. VUECREST ES TA TES & VUECREST l/ SHORT PLAT CB 5, TYPE 1 - - it vv BLOCK WALL : II I I 30 1 AB) STA. 11+01.90, 14.81' R RIM 46�T IICB it 1 369.31 II 6, TYPE 1 LS' Q ` 2" IE 36£--1•e (E) IN 366.05 L II TA. 11+01.71, 15.01 2" IE 366.-1.9- (S) OUT 366.07• •" RIM z369. X4369.26 / I I 1 I \ \�.®. ♦ •, , I , "' '12 1E T �W)... OU T366.26 - '•s :. ., �, �\ \ CB 104, TYPE 1 (5 , CB 4, TYPE 2-48" CBI TYPE / 1 STA. 12+04.15, 12.17' L STA. 12+04.16, 11.39' R (STR.) ,' �' ° ,{' �t�ri i I 1 / , RItvI,=369,14 // STA. 30+25.17, 0.13' L STA. 30+01.61, 0.12' L (STR.) ,' �� �,O , / 3,• 0 1 E �t365.82 1 RIM 3�%371.24 RIM X371.27 c° �, ' 12, CPPI (W I X68 P, r7ro 12" IE 468.:P; (E) IOUT36 . 6" lE 366.-9, (W) IN 365.90 ,' , �� I T, I i I ♦ �2" lE 46>9-�-1- (W) OUT 368.24 TO F BANkC ./ �' 12" lE 365. 5�: (E) IN 365.47 /' ,' / � Iv ..'`. cN cN , i / / i '"� \ / 12" lE 464.6r (N) IN 36534 / , , N� ' , 181 18" lE 365.-e, (S) OUT 365 02 ' / ' `J / 1 '- i //-- I I I I I I I' , I l i 1 1 1 1 1 1 I ' �/ 4�/ // '' i I I , i 27 LF 12" LCPE P204 (Ae) I 1 f�IV fE1 TY' 111 0�' I ' I I A l510VE 'FP' LI ( YP.) I ' I/ /' 2 / 1 1 _ •; ,' / f / I i I I I I EI tl �/p/�/A 7<E- i I I I I I LA ' I' ', '1 I ` \ ' I-- -- ----- 31+00 I\ICB 204, TYPE 1 PRI VA TE) STA. 30+52.54 ' RIM 3�-58-372.51 / 6" IE 338.96 (NE) IN 370.16 12" IE 369.58- (W) OUT369.64 I I / / I / , I I I I / I l I P4- ;F 12" LCPE P103 I; I ' 1 l i i � � i i i i; ;1 111 � ;1 i t �1 11 11 11 11 ', ', 11 I I i � i '")� 1 � �•. �. I I CB 2, TYPE 2-48" I DROP CATCH BASIN , 11 / I ' STA. 15+ 10.38, 11.60' R (STR.) I , i i I I ' I a - I ; RIM Z�T377.40 I 1 ; i 6 16" IE 341-59- (NW) IN 371.40 12" IE 44.66 (E) IN 371.80 18" IE 363.55 (N) IN (AB) '`; , 366 8 118" IE 363.55 (W) OUT(AB) 36'L' , i / , 1 i 1 L, -L �,,. Q I •1 - - ' 118IL� TI 421 I , I I,�'1 J„ d + _ O .\ CB 1, TYPE 2-48" \ STA. 15+08.77, 46.14' R (STR.)'`1/. / RIM 316.46376.36 18" /E 46.86 (E) IN 362.76 ° 1A 18" lE 46.56 (S) OUT 362.83 (AB)6 CFI 8 IL PE ® 01 CO Q) ' I '1 ' 1 �' I 8 \\ \ tyY 1 1 1 1 1 1 1 I I 1 1 1 , l I")d- I '� I' :.•1 24 C1 T-1 (SOLID LID) RI =242.64 1 1 1 1 I I, I I 1 1 I I ', 1 1 , I JJ u I 1 ' 1 \ , IE 239.39 8" PVC (N) I I 1' I ' I I I I I' IA I ,(AB 8 /E 362.50 N IN I + IE 239.21 12" PVC (W) I II II ITEI IRI ' IE 238.69 12" PVC (SE) DETENTION W I I I I I1 AI I1 Li I1 & l , Yl I l I Ai UIIL -I F/AOO4P/ SEE SHEET'02q,' IDETA LFII I iI, I ;✓1-1 1'f -C ------ /A" -----/ 1 --------- --- ------ -- - --- 9 O ..Y•i - Y---------- `-,.i---- ------ --- ------ ---- C6NNNpi�HTO.• I PCI I I 125�L�� ' ) i I ' I I I ;i ; -I 1 :' I --------- -- 11- ----- --- I--- -_ -- .r - A) �1 12' ABOVE ,-a''' -------- -- EXISTING TYPE 2-48 CB I I 1° cA 1 I GROUND HDPE P22 ;y-� I , ------F-__ TA. 03+33.72 (STR.) I ( ) ;� i 1 ________ I -- I 1 WITH PIPE ANCHORS PER I ti`'- FROM I.OR _QR tiv,�__Irc�'``� RIM 243.07 (AB) +' S8 ---------- - lE� NEW 12" DI E 12 i 1 I II II KCSI I IWQM T(1�iEi 4.2.E .�1,1 1 1`� ;� „'TDP O.F SLOPE -------- n IG-LYI.IJ� I L r d\. l ' , , ' 1 , , 1 1 , 1.`, I - ----- -- n----- I � _ \ 39 LF 12" Dl P23 (AB) I , ' , I 1 1 ' ', I 1 1 i ' ', 1 ' li ' ' I 1' -------------- --- ' I I ' i i I I I ' ' ' ' ' ' I I ' ' 1 I 1 ', I 1 ' I I ' ' ' I� 1 _ la _ \ _--�I--------------------11--- - -- �..�- ' V I I I I MI' I-'� �7 ` ,\ -- -� --il- ---il---- A- \ 1 1I 1 1 1 11 I 1 1 1 1 , I t I 1 I I '1 , 1 1 1 1 1 I , 1 1 1, 1 1 ®� -..'-----�-- ------------ --------il---- - I. I 1 1 1 �-------- --I --------- ��-------0----r- 1 1 I I I I \ I , 1, 1 1 ♦ ♦------JI----L- 1LI \ 'C/ 4 \ \ \ \ \ `\ \ - \\\ AFbK` \ � \` \\\ ,q< ��,OQ\,g6)l2" lE 36700 (E) IN,' 15' PUBLIC \ \ \ ` 4, ` ` \\ ` \ ` \ . ` \SO EAS MENr\\ \\\\\ LB\PPR�/�C�'\ \\ \\ \ \\ �� Q ` „ C I , (TRANSITION PIPE FRO�1 \ \ \ \ € \ \ \ E\L\E�(�4\7�30 \ \�\ 1 I ' i I I ABOVE GRADE TO BELOW I I I •-48'GRADE. ALLOWABLE C8 22, TYPE 2 ,�\�����; ,`; ; -•,. I' "C 8; �T'f 1FORBENDING RADIUS \STA. 00+40.99 (STR.) HDPE PIPE PER PIPE ���16+27.62, 10 .36' R - . V, SP CIFICQTl NS• IM 339. 46379.78 \24IE 4.99-(E) 1N355.08 _ . I_ 2" IE 336.46 (SE) IN 376.7 i I 1 I I i 1 1 1 \ \ \♦ 12" IE 355.•9,6 W OUT (`) 355.03 F %�-,, - - _ . A'1/4r, / ' 1 / ' ' - -}, 2IE 3�6. 6 (N OU T376 71 I , I I \ \ \ \ ` ` r' �AB) 6LFA4" ri�Rt 1 / /// 12" LCPE P203 -' 14 ICB 203 TYPE 1 PRI VA TE) STA. 40+50.13 / RIM X36.34-376.21 6" /E 33�F.,90 (SE) IN 372.80 -12" IE 4AR. 0 (W) ClUT372.33 19 L, HOUSE Y I zo II FO J-- II WI Ti / ME/ \ II 29,e \ - 0.: 11 LL - If > 03 I II �7 / /' / \\ .75 / 378 `. \ / , --- \`, \� I TR c ev `I T ►► ♦ \ \ ♦Sr.NSI TI VE AIAYA i 14 iel'im ME \ \ Ir41+ \ `��,°, " \ AC ESS ` +�86 ♦ . . Tt ` I 1 ' ,4 �JIlE1 !BILL , , I I I , 1 T l4 FMEt,TI O 103.22.16 MAJ SURVEYED: sJs SCALE: AS NOTED 2 CITY COMMENTS, REVIEW 2 MAJ 06,06.16 MAJ DESIGNED:AJ 3 CITY COMMENTS. REVIEW 3 MAJ 08,25.16 MAJ 4 CITY COMMENTS, REVIEW 4 MAJ 10,21.16 MAJ DRAWN: LP ONE INCH CB 103, TYPE 2-48' C MAJAT I'iii11'1'i 6 DRAFT AS-BUILTS MAJ 01.04.18 MAJ STA. 13+88.20, 11.39' L (STR.) N 0. REVISION B Y I DATE A P P R 377.7 i'�'Ii'i�iil�� I , I I,, I I ,, 1, 1 i I I 373. STA. 40+24.39 (STR.) 378.00 (AB) ; ',;' 1 I;'I 1' I I it: II II II 11 RIM 357-0-89- 374.98,1 \ •' 10 I I i I I I; I I; i I ', ; 11 I ' ,_ _.., (A 2 "LC E P104 1 �� i K I - - 12" IE 368.6 (E) IN 368.23 1 \ ro 2 407.89109.4.34 404.40 4 496-� '; 13 1 402.1 7 1099.96 398.40 396.2 1 � N LF 112" LCPEI P102 (AB) CB 102, TYPE 1 1 . - STA. 15+ 14.30, 11.87' L ; RIM k5 377.63 161, IE 336 (E) IN 374.75 1\12" IE 3, 4.-06 (W) OUT 374.25 ` l I I ' ' , I I , 1 ' I ' ' ' , ' , I ' ' , , I 1 , •_ CB 7, TYPE 2-48 �• - -; _1_A- T - STA. 15+96.01 10.97' R / RIM 349.•66379.16 I I CB 3 , TRACT „P„ TYPE 2-48 , ' 12" IE 4 ZOH96 (W) OUT373.66 DROP CATCH BASIN SENSITIVE AREA III TSTA. 13+88.20, 11.39' R (STR.) I;STA. 40+01.61 (STR.) i p TRIM 314.&4374.88 I ' I ' i6" IE 3f8 -E4 (S) IN 368.53 i 112"1E I i \ ,� I '• °p I 365.-19- (E) IN 367.56 51 118" /E 36°4r-1-, (N) IN 364.03 I 118" lE 464.01z (S) OUT 364.03 I 31+00 I\ICB 204, TYPE 1 PRI VA TE) STA. 30+52.54 ' RIM 3�-58-372.51 / 6" IE 338.96 (NE) IN 370.16 12" IE 369.58- (W) OUT369.64 I I / / I / , I I I I / I l I P4- ;F 12" LCPE P103 I; I ' 1 l i i � � i i i i; ;1 111 � ;1 i t �1 11 11 11 11 ', ', 11 I I i � i '")� 1 � �•. �. I I CB 2, TYPE 2-48" I DROP CATCH BASIN , 11 / I ' STA. 15+ 10.38, 11.60' R (STR.) I , i i I I ' I a - I ; RIM Z�T377.40 I 1 ; i 6 16" IE 341-59- (NW) IN 371.40 12" IE 44.66 (E) IN 371.80 18" IE 363.55 (N) IN (AB) '`; , 366 8 118" IE 363.55 (W) OUT(AB) 36'L' , i / , 1 i 1 L, -L �,,. Q I •1 - - ' 118IL� TI 421 I , I I,�'1 J„ d + _ O .\ CB 1, TYPE 2-48" \ STA. 15+08.77, 46.14' R (STR.)'`1/. / RIM 316.46376.36 18" /E 46.86 (E) IN 362.76 ° 1A 18" lE 46.56 (S) OUT 362.83 (AB)6 CFI 8 IL PE ® 01 CO Q) ' I '1 ' 1 �' I 8 \\ \ tyY 1 1 1 1 1 1 1 I I 1 1 1 , l I")d- I '� I' :.•1 24 C1 T-1 (SOLID LID) RI =242.64 1 1 1 1 I I, I I 1 1 I I ', 1 1 , I JJ u I 1 ' 1 \ , IE 239.39 8" PVC (N) I I 1' I ' I I I I I' IA I ,(AB 8 /E 362.50 N IN I + IE 239.21 12" PVC (W) I II II ITEI IRI ' IE 238.69 12" PVC (SE) DETENTION W I I I I I1 AI I1 Li I1 & l , Yl I l I Ai UIIL -I F/AOO4P/ SEE SHEET'02q,' IDETA LFII I iI, I ;✓1-1 1'f -C ------ /A" -----/ 1 --------- --- ------ -- - --- 9 O ..Y•i - Y---------- `-,.i---- ------ --- ------ ---- C6NNNpi�HTO.• I PCI I I 125�L�� ' ) i I ' I I I ;i ; -I 1 :' I --------- -- 11- ----- --- I--- -_ -- .r - A) �1 12' ABOVE ,-a''' -------- -- EXISTING TYPE 2-48 CB I I 1° cA 1 I GROUND HDPE P22 ;y-� I , ------F-__ TA. 03+33.72 (STR.) I ( ) ;� i 1 ________ I -- I 1 WITH PIPE ANCHORS PER I ti`'- FROM I.OR _QR tiv,�__Irc�'``� RIM 243.07 (AB) +' S8 ---------- - lE� NEW 12" DI E 12 i 1 I II II KCSI I IWQM T(1�iEi 4.2.E .�1,1 1 1`� ;� „'TDP O.F SLOPE -------- n IG-LYI.IJ� I L r d\. l ' , , ' 1 , , 1 1 , 1.`, I - ----- -- n----- I � _ \ 39 LF 12" Dl P23 (AB) I , ' , I 1 1 ' ', I 1 1 i ' ', 1 ' li ' ' I 1' -------------- --- ' I I ' i i I I I ' ' ' ' ' ' I I ' ' 1 I 1 ', I 1 ' I I ' ' ' I� 1 _ la _ \ _--�I--------------------11--- - -- �..�- ' V I I I I MI' I-'� �7 ` ,\ -- -� --il- ---il---- A- \ 1 1I 1 1 1 11 I 1 1 1 1 , I t I 1 I I '1 , 1 1 1 1 1 I , 1 1 1, 1 1 ®� -..'-----�-- ------------ --------il---- - I. I 1 1 1 �-------- --I --------- ��-------0----r- 1 1 I I I I \ I , 1, 1 1 ♦ ♦------JI----L- 1LI \ 'C/ 4 \ \ \ \ \ `\ \ - \\\ AFbK` \ � \` \\\ ,q< ��,OQ\,g6)l2" lE 36700 (E) IN,' 15' PUBLIC \ \ \ ` 4, ` ` \\ ` \ ` \ . ` \SO EAS MENr\\ \\\\\ LB\PPR�/�C�'\ \\ \\ \ \\ �� Q ` „ C I , (TRANSITION PIPE FRO�1 \ \ \ \ € \ \ \ E\L\E�(�4\7�30 \ \�\ 1 I ' i I I ABOVE GRADE TO BELOW I I I •-48'GRADE. ALLOWABLE C8 22, TYPE 2 ,�\�����; ,`; ; -•,. I' "C 8; �T'f 1FORBENDING RADIUS \STA. 00+40.99 (STR.) HDPE PIPE PER PIPE ���16+27.62, 10 .36' R - . V, SP CIFICQTl NS• IM 339. 46379.78 \24IE 4.99-(E) 1N355.08 _ . I_ 2" IE 336.46 (SE) IN 376.7 i I 1 I I i 1 1 1 \ \ \♦ 12" IE 355.•9,6 W OUT (`) 355.03 F %�-,, - - _ . A'1/4r, / ' 1 / ' ' - -}, 2IE 3�6. 6 (N OU T376 71 I , I I \ \ \ \ ` ` r' �AB) 6LFA4" ri�Rt 1 / /// 12" LCPE P203 -' 14 ICB 203 TYPE 1 PRI VA TE) STA. 40+50.13 / RIM X36.34-376.21 6" /E 33�F.,90 (SE) IN 372.80 -12" IE 4AR. 0 (W) ClUT372.33 19 L, HOUSE Y I zo II FO J-- II WI Ti / ME/ \ II 29,e \ - 0.: 11 LL - If > 03 I II �7 / /' / \\ .75 / 378 `. \ / , --- \`, \� I TR c ev `I T ►► ♦ \ \ ♦Sr.NSI TI VE AIAYA i 14 iel'im ME \ \ Ir41+ \ `��,°, " \ AC ESS ` +�86 ♦ . . Tt ` -SENS? 71 380 I I I I J I \ \ \ �!' 1 1 / / / /, / I I I I I I I Y r '/ \.. �\ �1 I I / / / I I � I ,SFr 1 '� - I I } I / l ' ' I\ / / 1 ' / l l I 1 1 I I ' I I I ' I. I I .I �'.'-S€jdl //VL AREA - ❑'I'' -'O31 + , -,' /°''.i� h \ •'i A '00 W- - APP,)C C F d' /,'' r' _ _ - - - 1 S` G' ' \ ! \ \ LF 1 �° , / , , Q, f<I I r 1--I•_ ='/ _ _ _ - oma CLAS n0- ` M 1 �`�, q ;, / / - y, 2 L CP p ' / / / 1(/TYP) III I I , % / - _ - �_ {; - ; -CB 9,-- TYPE 1 \ \4 STA. 17+03.82, 10.17' R 3jii • /,rl/� / / // , ,/�/,11 //,�,/,//,/,/�, �,1,!/1II,' l c /_,,' RIM38�"�4'382.78 39� W , , \ 6' \ \ \ , I , , l / , , / , / , , , , / , , �, l l , // 1 , , 1 , Ill 1 , 1 / l / / 1 J___ e '` „ 2" IE 339.34 (SE) I%A/ ----- / ` ` 0 ArH o \ \ I , , , / , / , / l / / \,'? i 379.73 f-- WP \ y 1 1 I 1 ' l / / / / / / ' / / 1 l 1 1 / / / / l / �- o , 12" IE 339-4- NW OUT75�7i - - - FL SLOPE Q 1 I / /` / I I I ,;L e, {/ //�� //�, LTi Jc/�/�, ./ of I 1 I , 1 1,' / ,' / ,' . /. , , , , / r l l / I ' fill i i `di l `'✓ J - - `i-:--�_ - I l ` ; '' Vj/ Oi/ 1 5% Mil,% O D 1 I , , I / / / / / I I ' I , I 1 ' I Irl '�� --�=-- ' - �` y� 1' of 1 I I I I 1 I I / , , / / / I I I I I I , I , I , I I , I I , , I , , I e, + / ---/', - -' / {-. , ``,.- rCCE /OFTEN 170/V' NLESS \ O ° I 1 I I I 1 I I I B IV, TYPO l" r 't _ U I' I I I I I I I 11 I 1 1, , I I , I`� ° ``,i -\ \ ' I I, 1 1 1 1 1 1 ,� , '`,1 ♦ �, STA. 1 +53.75, ID. 17' R \ \b' \\ \ 1 I 1 I I I I ..\� \\, 1 °�, _° ;;�' '1' ' ,"1• 21E38.3-t9:F (E) /N -V300 2" I6'VBF 9r (NW) oUT383.0-0 °�• 1OWP' �n i`v I Wal I ' `Ir ' 1 F f I 1 W� D.R. STRONG CONSUL TING ENGINEERS ENGINEERS PLANNERS SURVEYORS 620 7TH AVENUE, KIRKLAND, WA 98033 O 425.827.3063 F 425.827.2423 TII--- CITY COMMENTS, REVIEW 1 103.22.16 MAJ SURVEYED: sJs SCALE: AS NOTED 2 CITY COMMENTS, REVIEW 2 MAJ 06,06.16 MAJ DESIGNED:AJ 3 CITY COMMENTS. REVIEW 3 MAJ 08,25.16 MAJ 4 CITY COMMENTS, REVIEW 4 MAJ 10,21.16 MAJ DRAWN: LP ONE INCH CB 103, TYPE 2-48' C MAJAT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY 6 DRAFT AS-BUILTS MAJ 01.04.18 MAJ STA. 13+88.20, 11.39' L (STR.) N 0. REVISION B Y I DATE A P P R 377.7 33.45 373. STA. 40+24.39 (STR.) 378.00 (AB) 3�rB6 375.0 RIM 357-0-89- 374.98,1 37z5.i6 10 66 369.5 6" lE 3 3 6$.6 (NE) IN 368.68 , \ r _ \CO - - 12" IE 368.6 (E) IN 368.23 1 \ ro 12" IE z56,9nF6 (W) OUT 368.18- 407.89109.4.34 404.40 4 496-� '; 13 1 402.1 7 1099.96 398.40 396.2 1 � N LF 112" LCPEI P102 (AB) CB 102, TYPE 1 1 . - STA. 15+ 14.30, 11.87' L ; RIM k5 377.63 161, IE 336 (E) IN 374.75 1\12" IE 3, 4.-06 (W) OUT 374.25 ` l U 1 �5 X21 CB 7, TYPE 2-48 �• - -; _1_A- T - STA. 15+96.01 10.97' R / RIM 349.•66379.16 _ _ �L `�---___-�:%y; / /12" IE 3i4.-66 (SE) IN373.66 ' 12" IE 4 ZOH96 (W) OUT373.66 -SENS? 71 380 I I I I J I \ \ \ �!' 1 1 / / / /, / I I I I I I I Y r '/ \.. �\ �1 I I / / / I I � I ,SFr 1 '� - I I } I / l ' ' I\ / / 1 ' / l l I 1 1 I I ' I I I ' I. I I .I �'.'-S€jdl //VL AREA - ❑'I'' -'O31 + , -,' /°''.i� h \ •'i A '00 W- - APP,)C C F d' /,'' r' _ _ - - - 1 S` G' ' \ ! \ \ LF 1 �° , / , , Q, f<I I r 1--I•_ ='/ _ _ _ - oma CLAS n0- ` M 1 �`�, q ;, / / - y, 2 L CP p ' / / / 1(/TYP) III I I , % / - _ - �_ {; - ; -CB 9,-- TYPE 1 \ \4 STA. 17+03.82, 10.17' R 3jii • /,rl/� / / // , ,/�/,11 //,�,/,//,/,/�, �,1,!/1II,' l c /_,,' RIM38�"�4'382.78 39� W , , \ 6' \ \ \ , I , , l / , , / , / , , , , / , , �, l l , // 1 , , 1 , Ill 1 , 1 / l / / 1 J___ e '` „ 2" IE 339.34 (SE) I%A/ ----- / ` ` 0 ArH o \ \ I , , , / , / , / l / / \,'? i 379.73 f-- WP \ y 1 1 I 1 ' l / / / / / / ' / / 1 l 1 1 / / / / l / �- o , 12" IE 339-4- NW OUT75�7i - - - FL SLOPE Q 1 I / /` / I I I ,;L e, {/ //�� //�, LTi Jc/�/�, ./ of I 1 I , 1 1,' / ,' / ,' . /. , , , , / r l l / I ' fill i i `di l `'✓ J - - `i-:--�_ - I l ` ; '' Vj/ Oi/ 1 5% Mil,% O D 1 I , , I / / / / / I I ' I , I 1 ' I Irl '�� --�=-- ' - �` y� 1' of 1 I I I I 1 I I / , , / / / I I I I I I , I , I , I I , I I , , I , , I e, + / ---/', - -' / {-. , ``,.- rCCE /OFTEN 170/V' NLESS \ O ° I 1 I I I 1 I I I B IV, TYPO l" r 't _ U I' I I I I I I I 11 I 1 1, , I I , I`� ° ``,i -\ \ ' I I, 1 1 1 1 1 1 ,� , '`,1 ♦ �, STA. 1 +53.75, ID. 17' R \ \b' \\ \ 1 I 1 I I I I ..\� \\, 1 °�, _° ;;�' '1' ' ,"1• 21E38.3-t9:F (E) /N -V300 2" I6'VBF 9r (NW) oUT383.0-0 °�• 1OWP' �n i`v I Wal I ' `Ir ' 1 F f I 1 W� D.R. STRONG CONSUL TING ENGINEERS ENGINEERS PLANNERS SURVEYORS 620 7TH AVENUE, KIRKLAND, WA 98033 O 425.827.3063 F 425.827.2423 1 CITY COMMENTS, REVIEW 1 MAJ 103.22.16 MAJ SURVEYED: sJs SCALE: AS NOTED 2 CITY COMMENTS, REVIEW 2 MAJ 06,06.16 MAJ DESIGNED:AJ 3 CITY COMMENTS. REVIEW 3 MAJ 08,25.16 MAJ 4 CITY COMMENTS, REVIEW 4 MAJ 10,21.16 MAJ DRAWN: LP ONE INCH AJ 5 MYLARS MAJ 12,06.16 MHECKED C MAJAT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY 6 DRAFT AS-BUILTS MAJ 01.04.18 MAJ APPROVED: MAJ N 0. REVISION B Y I DATE A P P R ,T- VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/1991 DATUM NO TES: 1. ALL BUILDING DOWNSPOUTS, FOOTING DRAINS, AND DRAINS FROM ALL IMPERVIOUS SURFACES SUCH AS PATIOS AND DRIVEWAYS SHALL BE CONNECTED TO THE PERMANENT STORM DRAIN OUTLET AS SHOWN ON THE APPROVED CONSTRUCTION DRAWINGS #XXX ON FILE WITH CITY OF RENTON. THIS PLAN SHALL BE SUBMITTED WITH THE APPLICATION OF ANY BUILDING PERMIT. ALL CONNECTIONS OF THE DRAINS MUST BE CONSTRUCTED AND APPROVED PRIOR TO THE FINAL BUILDING INSPECTION APPROVAL. 2. CONNECTION TO THE DOWNSTREAM DRAINAGE SYSTEM SHALL BE VIA PERFORATED PIPE CONNECTION, COMPLIANCE WITH THIS REQUIREMENT WILL BE ADDRESSED IN THE DRAINAGE PLAN SUBMITTED FOR RESIDENTIAL BUILDING PERMIT DRAINAGE REVIEW WHEN APPLICATION IS MADE FOR A SINGLE FAMILY RESIDENTIAL BUILDING PERMIT FOR EACH LOT. J. ALL TRENCH RESTORATION SHALL BE PER THE CURRENT CITY OF RENTON TRENCH RESTORATION AND STREET OVERLAY DETAIL. 4. PER SECTION 7 REQUIREMENT FOR PATCHING, OVERLAY, OVERLAY WIDTHS, 1. TRENCHES (ROAD CROSSINGS) D. IF THE OUTSIDE OF THE TRENCHING IS WITHIN THREE FEET (3) OF ANY ADJACENT LANE LINE, THE ENTIRE ADJACENT TRAVELED LANE AFFECTED WILL BE REPAVED. PRI VA TE DRAINAGE EASEMENT NOTE: PRIVATE DRAINAGE EASEMENTS TO BE GRANTED IN FRONT 10 -FEET OF LOTS ON WHICH STORM STUBS BENEFITING AN ADJACENT LOT CROSS. FINAL LOCATIONS TO BE SHOWN ON FINAL PLAT. LANDSCAPING NOTE 1. VUECREST ESTATES TRACT 'A" WILL BE OWNED BY HOA AND LANDSCAPING SHALL BE MAINTAINED BY THE HOA. AN EASEMENT OVER AND ACROSS TRACT "A" ALLOWING THE CITY ACCESS TO INSPECT AND MAINTAIN THE VAULT AND ALL STORMWATER FACILITIES IN THE TRACT WILL BE RECORDED. 2. THERE SHALL BE A MINIMUM OF 3 -FOOT CLEAR RADIUS AT ALL FIRE H YDRAN TS. PRI VA TEL Y MAIN TANNED STORM ELEMEN TS: 1. ALL STORM DRAIN STUB -OUTS TO BE PRIVATELY MAINTAINED. 2. ALL PRIVATE STORM CONNECTIONS TO BE PERFORATED STUB -OUTS. J. PRI VA TE STORM DRAINAGE STUB OUTS TO BE W11THIN 10' PRIVATE STORM DRAINAGE EASEMENT IN FRONT 10 FEET OF THE LOTS. CA TCH BASIN NOTE: IF DURING CONSTRUCTION, IT IS FOUND THAT PIPE ANGLES REQUIRE ROTATION OF THE TYPE 1 CB AND MISALIGNMENT WITH THE CURB, THE CITY WILL REQUIRE REMOVAL AND REPLACEMENT OF TYPE 1 CB WITH LARGER STRUCTURE AND ADEQUATE KNOCKOUT. VUECREST II SHORT PLA T 015007232 VERTICAL DA TUM: NAVD 88 PER KING COUNTY DEPARTMENT OF PUBLIC WORKS SURVEY BRANCH (KCDPWSB) VERTICAL CONTROL. FL 0 W CONTROL BMP NOTES: 1. FULL DISPERSION AND RESTRICTED FOOTPRINT WITH PERFORATED PIPE CONNECTION BMP HAVE BEEN UTILIZED FOR THIS PLAT. ALL LOTS WILL UTILIZE RESTRICTED FOOTPRINT- ONLY LOT 8 OF VUECREST 11 SHORT PLAT WILL UTILIZE FULL DISPERSION INTO TRACT C OF VUECREST ESTATES. SEE TABLE, SHEET C16. 2. FLOW CONTROL BMPS CONSTRUCTED ON EACH LOT SHALL BE OPERATED, MAINTAINED AND KEPT IN GOOD REPAIR BY EACH LOT OWNER. ROAD TAPER CAL CULA TION W*Sz =L 50 W = WID TH = 2 FEET S = SPEED (MPH) = 25 MPH L = TAPER LENGTH = 21 LF (25 LF PROPOSED) PRI VA TE CB SCHEDULE LOT# RIM IE VUECREST ESTATES 3 37--A 1; 371.65 466.99 366.11 64 7&. 66 J75.50 369. 06 369.3 8 4P:7186 377.7 33.45 373. 13 378.00 (AB) 3�rB6 375.0 14 37z5.i6 375.12,469- 66 369.5 17 344.35 374.0 371.17 VUECREST 11 SHORT PLAT 1 0617-86) 407.89109.4.34 404.40 4 496-� (AB) 402.1 7 1099.96 398.40 396.2 LOT RUNOFF NOTE: RUNOFF BETWEEN ADJACENT LOTS TO BE HANDLED DURING INDIVIDUAL BUILDING PERMITS. KEY MAP SCALE: 1 "=200' AS -BUILT "I CERTIFY THAT THE INFORMATION SHOWN N O F:Z T H HEREON WHICH WAS AS -BUILT BY D.R. STRONG, AND MAY INCLUDE LOCATIONS, ELEVATIONS, GRAPHIC SCALE DEPTHS, PIPE SIZES, AND AS -BUILT COMMENTS, 0 20 40 80 ACCURA TEL Y REFLECTS EXISTING FIELD CONDITIONS AS DETERMINED BY ME OR UNDER MY DIRECT SUPERVISION ON THIS DA 7E° 1 INCH = 40 FT. 1/12/2018. " C TY OF RENTON Planning/Building/Public Works Dept RECOMMENDED FOR APPOVAL BY: Date: BY: Date: BY: Date: BY: Date: VUECREST ESTATES & VUECREST II 09.28.15 FIELDBOOK: STORM DRAINAGE PLAN PAGE: 0 1 DRAWING N0: C14 U15007217 / U15007232 SHEET OF: 14 33 DRS PROJECT NO. 12102 R-389764 N \ M D VUECREST ES TA TES VUECREST II SHORT PLA T 015007217 015007232 I- Ld LL U Ld w U) Ld ry U Ld CP 14, TYPE 1 TOWNSHIP 23 N, RANGE 5 20+61.82, 12.14' R VUECREST ESTATES & VUECREST OTA. IM SHORT PLA T 6 " lE 33�r�iz (SE) IN 395.11 366.10 370.80 12" lE 'ter (E) IN 394.56 21, TYPE 1 366.93 12" lE 3g O.5, (SW) OUT 394.56 4.77 1 ` CB -13, TYPE 1 ESTSTA. 52+13.40, 12.78' L L y ` 'l , STA. 20+25.32, 10. 17'N_jT 366.17 373.95 RIM 396.99-396.10 RIM x.4407.71 i 12" lE 39?n9_9 (NE) IN itCB T- 1 11 -12" lE d6.r69- (SW) OU 12" lE 485. (SE) IN 405.79 r' ♦ _ y' �� 12 ' FdI�M 88 2.85 12" lE (N) OUT405.77 CB 16, TYPE 2-48" r r i SS i8 `\ CB 20, TYPE 2-4 ' S=402.98 (S) 2.56 378.80 4 SO 367.49 rg SE 1/4 SECTION 31, TOWNSHIP 23 N, RANGE 5 E, W.M. VUECREST ESTATES & VUECREST l/ SHORT PLA T JNPLATTED CB 15, TYPE 1 STA. 22+64.74, 12.17' R RIM 8 406.11 / 6" IE -4Bi 08 (S) IN401.51 12" lE �FB6.98 (E) IN400.91 /'12" IE 6 W OUT400.91 A. / r 02 LF 1 " LCPE (P"5A B 1 TYPE 1 _ STA. 19+43.51, 10.17' R `� _'� p0 6 k \ • (•. �♦ X _ ♦ 380 --RIM 39.3-4-X393.57 ' // �0 N�1 ♦ -6" lE 399.95z (SE) IN 390.9 / �/♦ ♦ `♦ \ \ '12" IE 398.-9,- (NE) 1N 390.50 /��C �� ' Jt9_LF' 12" LCPE\P14 AB) r/" /i i♦♦♦ �� ''92" IE 396-9-�(SW) OUT390. r i i • / � / 1i � ; 1� rr ` AB L44 LF 12" LCPE 4 394 396 // LC° 1 .5 'R/ VA TE STOR l CB 11, TYPE 1 RA/NAGE EASEME,N 11 STA. 19+07.71, 10.17' R _ O LOST 8 AND VCIF HOA, - ' RIM X6392.94 112" lE 389.86 (NE) IN (AB) 12" lE 389.86 (W) OUT (AS) 1.8'N �.� rr 6.6,N 1.3'N - -c N - - 398 400 / / ' 6' WOOD FEN r.F NALL J _ --_ -- WALL a: �G LOCK WALL' :"SPORT:* 6" PVC 5.0 ' COURT 50 LF DISPERSAL TRENCH RIM 16394.80 IE X6392.46 TO BE MAINTAINED BY HOA LOT A SEE DETAIL, SHEET C24 UTILITY CROSSING TABLE GRAVED T 6 BOTTOM OF PIPE TOP OF PIPE CLEARANCE FT FG 1 SO 366.10 370.80 2.8J 21, TYPE 1 366.93 SS 4.77 J62.70 3.40 ESTSTA. 52+13.40, 12.78' L L 2 l 366.17 373.95 2.95 RIM x.4407.71 i _ itCB T- 1 11 1.50 12" lE 485. (SE) IN 405.79 r' - �� 12 ' FdI�M 88 2.85 12" lE (N) OUT405.77 CB 16, TYPE 2-48" r r i SS i8 `\ CB 20, TYPE 2-4 ' S=402.98 (S) 2.56 378.80 4 SO 367.49 rg 4.50 BI-DIRECTIONAL VANED GRATE r \ WA 3.85 WITH ROUND SOLID LOCKING LID 1.02 WITH THROUGH CURB INLET a STA. 24+85.52, 11.42' R (SIR.) 2"IE CONC=405.77 r WM WA ` STA. 52+05.57, 753' L (SIR.) RIM 4$i?06 407.59 3.00 RIM X96 -t95.406.99 t A �� SS ♦ �p 12" IE 4$5-8-R (S) IN 405.85 1.58 ith a 6" IE 5• (S) IN 404.24 c �6rmer -'- WA 370.70 \ ' .12" IE -485-6R (NW) OUT 405.83 GV` 2.J5 .12"IE--0B3-Bs(SE) IN404.14 , O N' , SS 3 \ 3.62 - 12" IE 063.,9r (W) OUT404.14 2.0'N� i J 368.13 - 3.65 B 1 TYPE 1 _ STA. 19+43.51, 10.17' R `� _'� p0 6 k \ • (•. �♦ X _ ♦ 380 --RIM 39.3-4-X393.57 ' // �0 N�1 ♦ -6" lE 399.95z (SE) IN 390.9 / �/♦ ♦ `♦ \ \ '12" IE 398.-9,- (NE) 1N 390.50 /��C �� ' Jt9_LF' 12" LCPE\P14 AB) r/" /i i♦♦♦ �� ''92" IE 396-9-�(SW) OUT390. r i i • / � / 1i � ; 1� rr ` AB L44 LF 12" LCPE 4 394 396 // LC° 1 .5 'R/ VA TE STOR l CB 11, TYPE 1 RA/NAGE EASEME,N 11 STA. 19+07.71, 10.17' R _ O LOST 8 AND VCIF HOA, - ' RIM X6392.94 112" lE 389.86 (NE) IN (AB) 12" lE 389.86 (W) OUT (AS) 1.8'N �.� rr 6.6,N 1.3'N - -c N - - 398 400 / / ' 6' WOOD FEN r.F NALL J _ --_ -- WALL a: �G LOCK WALL' :"SPORT:* 6" PVC 5.0 ' COURT 50 LF DISPERSAL TRENCH RIM 16394.80 IE X6392.46 TO BE MAINTAINED BY HOA LOT A SEE DETAIL, SHEET C24 UTILITY CROSSING TABLE C UT BOTTOM OF PIPE TOP OF PIPE CLEARANCE FT FG 1 SO 366.10 370.80 2.8J 369.44 366.93 SS 4.77 J62.70 3.40 372.11 2 SO 366.17 373.95 2.95 369.42 370.59 WA J. 76 364.67 1.50 375.55 3 SO 366.29 377.05 2.85 371.46 373.35 SS 4.50 363.73 2.56 378.80 4 SO 367.49 386.50 4.50 371.43 379.00 WA 3.85 366.47 1.02 380.50 5 WA 365.90 378.00 3.00 371.56 369.56 SS 5.64 364.32 1.58 374.00 6 WA 370.70 373.85 2.J5 374.98 371.25 SS 3.00 367.08 3.62 376.15 7 SO 368.13 379.15 3.65 375.16 377.00 SS 3.00 366.62 1.51 LOT 8 SO DEPTH TO /E 369.29 404.31 375.09 J.49 WA 370.95 408.25 1.66 3 9 SO 372.05 4 402.20 377.60 4.50 SS 400.00 369.79 2.26 6 10 SO 373.80 7 395.65 377.60 4.35 WA 394.60 372.74 1.06 3300 11 SO 405.82 3300 407.64 *8 WA 404.32 1.50 NOTE: 8" WATER MAIN REQUIRES 3 FOOT MINIMUM COVER. 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. r Call 2 Working Days Before You Dig 811 Utilities Underground Location Center (ID,MT,ND,OR,WA) AS -BUILT I LOT B KING CO. BLA NO L94LO141 orr Mn nr.n1 1 -7nQzc STORM STUB SCHEDULE VUECREST ES TA TES FOO TPRIN T CB T-1 LOT /E FG DEPTH TO /E 1 367.97 370.80 2.8J 2 366.93 371.70 4.77 3 366.55 372.11 5.56 4 371.00 373.95 2.95 5 370.59 374.35 J. 76 6 369.40 375.55 6.15 7 374.20 377.05 2.85 8 373.35 377.85 4.50 9 375.50 378.80 3.30 10 382.00 386.50 4.50 11 379.00 J82.85 3.85 12 377.00 380.50 3.50 13 375.00 378.00 3.00 14 369.56 375.20 5.64 15 371.19 374.00 2.81 16 371.50 373.85 2.J5 17 371.25 374.25 3.00 18 373.00 376.15 3.15 19 375.50 379.15 3.65 20 377.00 380.00 3.00 VUECREST 11 SHORT PLAT 670 LOT /E FG DEPTH TO /E 1 404.31 407.80 J.49 2 405.42 408.25 2.8J 3 403.60 408.00 4.40 4 402.20 406.70 4.50 5 400.00 404.65 4.65 6 398.00 402.25 4.25 7 395.65 400.00 4.35 8 394.60 39700 2.40 *NOTE.' INVERT ELEVATIONS ARE AT RESPECTIVE CLEANOUTS "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, ACCURA TEL Y REFLECTS EXISTING FIELD CONDI T10NS AS DETERMINED BY ME OR UNDER MY DIRECT SUPERVISION ON THIS DA TE.• 1/12/2018. " •I D.R. STRONG CONSUL TING ENGINEERS ENGINEERS PLANNERS SURVEYORS 620 7TH AVENUE, KIRKLAND, WA 98033 O 425.827.3063 F 425.827.2423 25+00 `�-T FOUND 1-3/4" BRASS DISC rtI WITH A "X" IN A 4"X4" CONCRETE 12" L PE P16 MONUMENT, DOWN 0.5' IN MONUMENT CASE. 408 RI VA TE TYPE 1 CB OR PPROVED EQUAL (TYP EE PRI VA TE CB CHEDULE TABLE, HEET C14 (AB) F 12" CPE P17 FOO TPRIN T CB T-1 Z \\ LOT RIM=406.27 TRACT C 1� CB '17, TYPE 1 1 12"IE ADS=403.3 3330 STA. 25+21.64, 31.89' R 2 a. TRACT B 3330 RIM 468-:F6 4.08.31 I SSMH 3330 12" lE-0.9-,.:99 (NW) OUT 405.35 a > RIM=409.89 11 670 5 6"IE=402.38(NW) / I 6 J 8"IE=402.19(NE) 3 �o!ence 670 i 4.0'S BUILDING \ CB 19, TYPE 2-48 N 93LF ,CCIO :. 8 WITH ROUND SOLID LOCKING LID 3330 o / 1-) 12- 0 STA. 50+59.09, 7.53' L (SIR.) RIM "^^ "Q 409 58 *IMPERVIOUS AREA TO BE DISPERSED 1 CITY COMMENTS, REVIEW 1 MAJ 03.22.16 MAJ SURVEYED: SCALE: `is VERTICAL: NAVD 1988 2 CITY COMMENTS, REVIEW 2 MAJ 06.06.16 MAJ DESIGNED: AS NOTED HORIZONTAL: NAD 1983/1991 3 CITY COMMENTS, REVIEW 3 MAJ 08.25.16 MAJ MAJ 4 CITY COMMENTS, REVIEW 4 MAJ 10.21.16 MAJ DRAWN: YLP ONE INCH I�N'��� 5 MYLARS MAJ 12,06.16 MAJ CHECKED: AT FULL SCALE w� 6 DRAFT AS -GUILTS MAJ 01,04.18 MAJ MAJ IF NOT ONE INCH APPROVED: SCALE ACCORDINGLY N0. REVISION BY DATE APPR MAJ C TY OF RENTON Planning/Building/Public Works Dept NORTH GRAPHIC SCALE 0 20 40 80 1 INCH = 40 FT RECOMMENDED FOR APPOVAL BY: Date: BY: Date: BY: Date: BY: Date: - VUECREST ESTATES & VUECREST II 09.28.15 FIELDBOOK: PAGE: STORM DRAINAGE PLAN 0 DRAWING N0: C15 U15007217 / U15007232 SHEET: 15 OF 33 DRS PROJECT NO. 12102 R-389765 Q I FOO TPRIN T 12" IE (SW) IN 406.39 LOT 12" IE 096-55 (N) OUT 4.06.35- CREDIT 1 6119 3330 _ - VOL. 169, PG'S. 30-36, 2 6059 3330 Hydrant REC. NO. 9406211158 2.1'N 408 / 3330 670 4 6255 410 670 5 6067 3330 12"IE OONC\ 408.20 - 6 5986 3 �o!ence 670 i 4.0'S BUILDING \ 6486 93LF Dl 1 AR 8 6370 3330 670 1-) 12- 5145 3330 529 W�jJ 1 LF 12" Dl = 07 (NE) UNPLATTED CB 18, TYPE 1, SLL 11 4500 3330 45 STA. 50+30.46, 12.52' L op 3330 45 13 RIM X9.39-410.16 + 620 Gate 6286 12" IE 488-6 (S) IN 408.18 670 15 5350 3330 12" IE 9 (NE) OUT 408.13 16 6343 3330 670 17 5396 3330 670 18 *IMPERVIOUS AREA TO BE DISPERSED 1 CITY COMMENTS, REVIEW 1 MAJ 03.22.16 MAJ SURVEYED: SCALE: `is VERTICAL: NAVD 1988 2 CITY COMMENTS, REVIEW 2 MAJ 06.06.16 MAJ DESIGNED: AS NOTED HORIZONTAL: NAD 1983/1991 3 CITY COMMENTS, REVIEW 3 MAJ 08.25.16 MAJ MAJ 4 CITY COMMENTS, REVIEW 4 MAJ 10.21.16 MAJ DRAWN: YLP ONE INCH I�N'��� 5 MYLARS MAJ 12,06.16 MAJ CHECKED: AT FULL SCALE w� 6 DRAFT AS -GUILTS MAJ 01,04.18 MAJ MAJ IF NOT ONE INCH APPROVED: SCALE ACCORDINGLY N0. REVISION BY DATE APPR MAJ C TY OF RENTON Planning/Building/Public Works Dept NORTH GRAPHIC SCALE 0 20 40 80 1 INCH = 40 FT RECOMMENDED FOR APPOVAL BY: Date: BY: Date: BY: Date: BY: Date: - VUECREST ESTATES & VUECREST II 09.28.15 FIELDBOOK: PAGE: STORM DRAINAGE PLAN 0 DRAWING N0: C15 U15007217 / U15007232 SHEET: 15 OF 33 DRS PROJECT NO. 12102 R-389765 RES TRIC TED FOO TPRIN T VUECREST ES TA TES LOT LOT AREA MAX. IMPERVIOUS CREDIT 1 6119 3330 670 2 6059 3330 670 3 6315 3330 670 4 6255 3330 670 5 6067 3330 670 6 5986 3330 670 7 6486 3330 670 8 6370 3330 670 9 5145 3330 529 10 6653 3330 670 11 4500 3330 45 12 4500 3330 45 13 5266 3330 620 14 6286 3330 670 15 5350 3330 670 16 6343 3330 670 17 5396 3330 670 18 4844 3330 303 19 5711 3330 670 20 5622 3330 670 VUECREST 11 SHORT PLAT LOT LOT AREA MAX. IMPERVIOUS CREDIT 1 8925 3300 700 2 7581 3300 700 3 7577 3300 700 4 7573 3300 700 5 7568 3300 700 6 7563 3300 700 7 7559 3300 700 *8 17046 3600 4000 *IMPERVIOUS AREA TO BE DISPERSED 1 CITY COMMENTS, REVIEW 1 MAJ 03.22.16 MAJ SURVEYED: SCALE: `is VERTICAL: NAVD 1988 2 CITY COMMENTS, REVIEW 2 MAJ 06.06.16 MAJ DESIGNED: AS NOTED HORIZONTAL: NAD 1983/1991 3 CITY COMMENTS, REVIEW 3 MAJ 08.25.16 MAJ MAJ 4 CITY COMMENTS, REVIEW 4 MAJ 10.21.16 MAJ DRAWN: YLP ONE INCH I�N'��� 5 MYLARS MAJ 12,06.16 MAJ CHECKED: AT FULL SCALE w� 6 DRAFT AS -GUILTS MAJ 01,04.18 MAJ MAJ IF NOT ONE INCH APPROVED: SCALE ACCORDINGLY N0. REVISION BY DATE APPR MAJ C TY OF RENTON Planning/Building/Public Works Dept NORTH GRAPHIC SCALE 0 20 40 80 1 INCH = 40 FT RECOMMENDED FOR APPOVAL BY: Date: BY: Date: BY: Date: BY: Date: - VUECREST ESTATES & VUECREST II 09.28.15 FIELDBOOK: PAGE: STORM DRAINAGE PLAN 0 DRAWING N0: C15 U15007217 / U15007232 SHEET: 15 OF 33 DRS PROJECT NO. 12102 R-389765 I- C/) 'Ld ry U W w U7 Ld ry U Ld CB 6, TYPE 1 STA. 11+01.71, 15.01' L RIM 469-X4369.26 12" lE 466-4 (W) OUT, c 10+00 L - r - = _ RIM -X369.31 12" /E z366. f 6 (E) IN366.05 12" /E 366-+9 (S) OUT 366.07 10+40 UTILITY CROSSING NOTE: OUTILITY CROSSING, REFER TO C32 FOR DETAILS r Call 2 Working Days Before You Dig 811 Utilities Underground Location Center (ID,MT,ND,OR,WA) 10+80 11+20 VERTICAL DA TUM: NA VD 88 PER CITY OF RENTON VERTICAL CONTROL HORIZON TA DA TUM: NAD 1983/91 PER CITY OF RENTON MONUMENTS. SE 1/4 SECTION 31, TOWNSHIP 23 N, RANGE 5 E, W.M. VUEC71"REFS T ESTATES & VU. ECRES T l! SHORT PLAT 11+60 12+00 BENCHMARK.• 12+ 40 1. CITY OF RENTON CONTROL POINT NUMBER 1872: FOUND CONCRETE MONUMENT WITH BRASS PIN, DOWN 1.1' IN MONUMENT CASE. INTERSECTION OF S. 192ND STREET AND 99TH PLACE S. ELEVATION = 319.47 FEET. 2. CITY OF RENTON CONTROL POINT NUMBER 1227: FOUND CONCRETE MONUMENT WITH BRASS PLUG, DOWN 1.0 IN MONUMENT CASE ELEVATION = 54.78 FEET. 12+80 GRAPHIC SCALE 0 10 20 40 1 INCH = 20 FT. HORIZONTAL 0 2.5 5 10 1 INCH = 5 FT VERTICAL 13+20 13+60 AS -BUILT 14+00 14+40 "I CERTIFY THAT THE INFORMATION SHOWN HEREON WHICH WAS AS—BUILT BY D.R. STRONG, AND MAY INCLUDE LOCATIONS, NORTH SIZESELEVA77ONS DEPTHS PIPE AND AS—BUILT COMMENTS, ACCURA TEL Y REFLECTS EXIS NGFIELD CONDI TIONS AS DETERMINED BY ME OR UNDER MY DIRECT SUPERVISION ON THIS DATE 1/12/2018." 1 ICITY COMMENTS, REVIEW 1 MAJ 103.22.16 MAI SURVEYED: SCALE: `. is VERTICAL: NAVD 1988 2 CITY COMMENTS, REVIEW 2 MAJ 06.06.16 MAJ AS NOTED HORIZONTAL: NAD 1983/1991 D.R. STRONG DESIGNED: CONSUL TING ENG/VEERS 3 CITY COMMENTS. REVIEW 3 MAJ 08,25.16 MAJ 4 CITY COMMENTS, REVIEW 4 MAI 10.21.16 MA,J DRAWN: ENGINEERS PLANNERS SURVEYORS 5 MYLARS MAI 12.06.16 MAJ CHECKED LP ONE INCH DATUM MAI AT FULL SCALE 6 DRAFT AS—GUILTS MAI 01.04,18 MAI IF NOT ONE INCH 620 7TH AVENUE, KIRKLAND, WA 98033 APPROVED: SCALE ACCORDINGLY O 425.827.3063 F 425.827.2423 NO. REVISION BY DAT E A P P R MAJ C TY OF RENTON Planning/Building/Public Works Dept 14+80 15+20 154-60 RECOMMENDED FOR APPOVAL BY: Date: BY: Date: BY: Date: BY: Date: VUECREST ESTATES & VUECREST II 09.28.15 ROAD AND STORM PLAN AND PROFILE PAGE: 0 DRAWING N0: C16 U15007217 / U15007232 n: HEET :16: OF 33 DRS PROJECT NO. 12102 R-389766 w Q z u w O n, 0 N M U7 LdLd ry U W w U7 Ld ry U Ld 1AM111" Ir 11, In ----------- C8 7. TYPE 2-48" RIM 3�;9.I94 379.16 373.66 12" 1E r (SE) IN 373.66 12" 1E 4 24.04 (W) OUT 35 LF 3-0 tF 12" LCPE 60 OY# (P7) 19.03' (AB)12" lE 367.00 (E) IN VAULT INLET sNEE, c16 SEE . \ \�\ 21' SPAN, 8'11" RISE; SEE SHEET C23 FOR DETAILS 1 \ SE 7/4 SECTION 37, TOWNSHIP 23 N, RANGE 5 E, W. M. RIECRES T ESTATES & VUECREST // SHOD — ^ VUECREST ESTATES VUECREST 11 SHORT PLAT i i1snn 7 9 17 015007232 D.R. STRONG CONSUL TING ENGINEERS ENGINEERS PLANNERS SURVEYORS 620 7TH AVENUE, KIRKLAND, WA 98033 O 425 827 3063 F 425 827 2423 1 CIN COMMENTS, REVIEW 1 MXI 103.22.16 MAJ SURVEYED: sJs 2 CIN COMMENTS, REVIEW 2 MAJ 06.06.16 MXI DESIGNED: 3 CIN COMMENTS. REVIEW 3 MAJ 08.25.16 MAJ MAJ 4 CIN COMMENTS. REVIEW 4 MAJ 10.21.16 MAJ DRAWN: YLP 5 MYLARS MAJ 12.06.161 MAJ I CHECKED: 6 DRAFT AS—BUILTS MAJ01.04.18 MAJ MAJ APPROVE N0. REVISION BY DATE APPR SCALE: AS NOTED ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY I/A-D T11'A 1 !l A Tl IAA - L 1)017/lAl TA l l7 A TI IAA• U T/L/ TY CROSS/NG NOTE: OUTILITY CROSSING, REFER TO C32 FOR DETAILS VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/1991 C T Y OF RENTON DATUM Planning/Building/Public Works Dept. BENCHMARK: 1. CITY OF RENTON CONTROL POINT NUMBER 1872: FOUND CONCRETE MONUMENT WITH BRASS PIN, DOWN 1.1' IN MONUMENT CASE. INTERSECTION OF S. 192ND STREET AND 99TH PLACE S. ELEVATION = 319.47 FEET. 2. CITY OF RENTON CONTROL POINT NUMBER 1227: FOUND CONCRETE MONUMENT WITH BRASS PLUG, DOWN 1.0 IN MONUMENT CASE ELEVATION = 54.78 FEET. 21+00 0 0 AS -BUILT "I CER77FY THA T THE INFORMATION SHOWN HEREON WHICH WAS AS—BUILT BY D.R. STRONG, AND MAY INCLUDE LOCA]IONS, ELEVATIONS, DEPTHS, PIPE SIZES, AND AS—BUILT COMMENTS, ACCURA TEL Y REFLECTS EXISTING FIELD CONDITIONS AS DETERMINED BY ME OR UNDER MY DIRECT SUPERVISION ON THIS DATE. 111212018.- Q) /12/2018.n NORTH GRAPHIC SCALE 0 10 20 40 1 INCH = 20 FT. HORIZONTAL 0 2.5 5 10 1INCH =5FT VERTICAL VUECREST ESTATES & VUECREST II ROAD AND STORM PLAN AND PROFILE C17 U15007217 / U15007232 SHEET: 17 OF: 33 DRS PROJECT NO. 12102 R-389767 W Q z U C/)O ( LLJ D Ld O U Ld (/) Ld Q (/) Ld U7 Ld ry U Ld 21+00 0 W 44 LF 12" LCPE (P15 W/N A A - v' °77 �. 44• Q . d ..° ---------- T—t—T ------------- SE 1/4 SECTION 31, TOWNSHIP 23 N, RANGE 5 E, W.M. VUECREST ESTATES & VUECREST l/ SHORT PLA T �a CB 15, TYPE 1 STA. 22+64.74, 12.17' R RIM 065.96-406.11 6" IE *91.06- (S) IN401.51 12" /E ll99r9& (E) IN 400.91 12" lE 1i99r98- (W) OUT400. 0 2+00 4 �o 23+00 SE 186TH ST 24+00 22 12" LCPE (P16) A&iL Li CB 21, TYPE 1 11 12" P2 CB 16, TYPE 2-48" STA. 52+ Bl -DIRECTIONAL VANED GRATE 407 71 3 WITH THROUGH CURB INLET 12" lE (SE) IN 405.79 f CB 20, YF 48" STA. 24+85.52, 11.42' 92" /E 7 WITH R SOLI CKING LID F7MX96.86 6,99 • STA. 52+05. 7�(N 53' L (STR.) 6. .IE . (5) IN�O .24 — RIM 06.4012' lE (SE) IN .14 12" IE 065-$2-405.85 12" l 4 12" IE -035-6-2 (N[+) OUT 405.8J V M � O 25+60 7 1 6 I 5 I 0 3 2 s d _d A I \ 1 1 (AB�42 LF 12'" LCPE P17 W CB 17, TYPE 1 O STA. 25+21.64, 31.89' R �° Q RIM -0 66 -:?6408.31 N 12" IE k8�5.fie (NW) OUT40 p• I Q4 s 21+20 21+60 22+00 22+40 22+80 23+20 23+60 24+00 24+40 24+80 25+20 25+60 Call 2 Working Days Before You Dig 811 Utilities Underground Location Center (ID,MT,ND,OR,WA) 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, ACCURA TFL Y REFLECTS EXISTING FIELD COND177ONS AS DETERMINED BY ME OR UNDER MY DIRECT SUPERVISION ON THIS DA TE: 1/12/2018." UTILITY CROSSING NOTE: OUTILITY CROSSING, REFER TO C32 FOR DETAILS VERTICAL DA TUM: NAVD 88 PER CITY OF RENTON VERTICAL CONTROL HORIZON TA DA TUM: NAD 1983/91 PER CITY OF RENTON MONUMENTS. BENCHMARK: 1. CITY OF RENTON CONTROL POINT NUMBER 1872: FOUND CONCRETE MONUMENT WITH BRASS PIN, DOWN 1.1' IN MONUMENT CASE. INTERSECTION OF S. 192ND STREET AND 99TH PLACE S. ELEVATION = 319.47 FEET. 2. CITY OF RENTON CONTROL POINT NUMBER 1227.• FOUND CONCRETE MONUMENT WITH BRASS PLUG, DOWN 1.0 IN MONUMENT CASE ELEVATION = 54.78 FEET. NORTH GRAPHIC SCALE 0 10 20 40 1 INCH = 20 FT. HORIZONTAL 0 2.5 5 10 1 INCH = 5 FT. VERTICAL RECOMMENDED FOR APPOVAL BY: Date: BY: Date: BY: Date: BY: Date: 1 CITY COMMENTS, REVIEW 1 MAJ 03.22.16 h W SURVEYED: SCALE: DATE: �g VERTICAL: NAVD 1988 VUECREST ESTATES & VUECREST 11 HORIZONTAL: NAD 1983/1991 1� 09.28.15 2 CITY COMMENTS, REVIEW 2 MAJ 06.06.16 MAJ AS NOTED �G C T Y OF D.R. STRONG DESIGNED FIELDBOOK: 3 CITY COMMENTS. REVIEW 3 MAJ 08.25.16 MAJ CONSUL TING ENGINFERS4 CITY COMMENTS, REVIEW 4 MAJ 10.21.16 M,a� DRAWN: YLP RENTON ROAD AND STORM PLAN AND PROFILE PAGE: ENGINEERS PLANNERS SURVEYORS ONE INCH DATUM DRAWING No: 5 MYLARS MAJ 12.06.16 MAJ CHECKED: AT FULL SCALE ap, Planning/Building/Public Works Dept. C18 0 _'�_ 6 DRAFT AS—BUILTS MAJ 01.04.18 MAJ IF NOT ONE INCH U 15007217 / U15007232 MXI 620 7TH AVENUE, KIRKLAND, WA 98033 APPROVED: SCALE ACCORDINGLY SHEEP: OF: 0 O 425.827.3063 F 425.827.2423 N 0. REVISION B Y DATE A P P R MAJ 18 33 DRS PROJECT NO. 12102 R-389768 Aft ° d vZ 'v d ° d 7 1 6 I 5 I 0 3 2 s d _d A I \ 1 1 (AB�42 LF 12'" LCPE P17 W CB 17, TYPE 1 O STA. 25+21.64, 31.89' R �° Q RIM -0 66 -:?6408.31 N 12" IE k8�5.fie (NW) OUT40 p• I Q4 s 21+20 21+60 22+00 22+40 22+80 23+20 23+60 24+00 24+40 24+80 25+20 25+60 Call 2 Working Days Before You Dig 811 Utilities Underground Location Center (ID,MT,ND,OR,WA) 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, ACCURA TFL Y REFLECTS EXISTING FIELD COND177ONS AS DETERMINED BY ME OR UNDER MY DIRECT SUPERVISION ON THIS DA TE: 1/12/2018." UTILITY CROSSING NOTE: OUTILITY CROSSING, REFER TO C32 FOR DETAILS VERTICAL DA TUM: NAVD 88 PER CITY OF RENTON VERTICAL CONTROL HORIZON TA DA TUM: NAD 1983/91 PER CITY OF RENTON MONUMENTS. BENCHMARK: 1. CITY OF RENTON CONTROL POINT NUMBER 1872: FOUND CONCRETE MONUMENT WITH BRASS PIN, DOWN 1.1' IN MONUMENT CASE. INTERSECTION OF S. 192ND STREET AND 99TH PLACE S. ELEVATION = 319.47 FEET. 2. CITY OF RENTON CONTROL POINT NUMBER 1227.• FOUND CONCRETE MONUMENT WITH BRASS PLUG, DOWN 1.0 IN MONUMENT CASE ELEVATION = 54.78 FEET. NORTH GRAPHIC SCALE 0 10 20 40 1 INCH = 20 FT. HORIZONTAL 0 2.5 5 10 1 INCH = 5 FT. VERTICAL RECOMMENDED FOR APPOVAL BY: Date: BY: Date: BY: Date: BY: Date: 1 CITY COMMENTS, REVIEW 1 MAJ 03.22.16 h W SURVEYED: SCALE: DATE: �g VERTICAL: NAVD 1988 VUECREST ESTATES & VUECREST 11 HORIZONTAL: NAD 1983/1991 1� 09.28.15 2 CITY COMMENTS, REVIEW 2 MAJ 06.06.16 MAJ AS NOTED �G C T Y OF D.R. STRONG DESIGNED FIELDBOOK: 3 CITY COMMENTS. REVIEW 3 MAJ 08.25.16 MAJ CONSUL TING ENGINFERS4 CITY COMMENTS, REVIEW 4 MAJ 10.21.16 M,a� DRAWN: YLP RENTON ROAD AND STORM PLAN AND PROFILE PAGE: ENGINEERS PLANNERS SURVEYORS ONE INCH DATUM DRAWING No: 5 MYLARS MAJ 12.06.16 MAJ CHECKED: AT FULL SCALE ap, Planning/Building/Public Works Dept. C18 0 _'�_ 6 DRAFT AS—BUILTS MAJ 01.04.18 MAJ IF NOT ONE INCH U 15007217 / U15007232 MXI 620 7TH AVENUE, KIRKLAND, WA 98033 APPROVED: SCALE ACCORDINGLY SHEEP: OF: 0 O 425.827.3063 F 425.827.2423 N 0. REVISION B Y DATE A P P R MAJ 18 33 DRS PROJECT NO. 12102 R-389768 w Q z U C/)v w W Ory U W (/) LdQ (%) Ld U7 Ld ry U W 144 ° I ° ° m 1 1 2 ` lA � 3 ° 3 e. . CB 4, TYPE 2-48" STA. 12+04.16, 11.39' R (STR.) STA. 30+01.61, 0.12' L (STR.) I RIM 4i4-:-1-371.27 6" IE 36,E -e, (W) IN 365.90 °'I 12" IE 365.5,- (E) IN 365.47 "I 12" IE ZC�T (N) IN 365.34 18" IE 365$ (S) OUT365.02 r SE 1/4 SECTION 31, TOWNSHIP 23 N, RANGE 5 E, W.M. VUECREST ESTATES & VUECREST {{ SHORT PLAT 17 18 19 20 a 24 LF 12" LCPE 04 AB) 1. CB 104, TYPE 1 STA. 12+04.15, 12.17' L 41 STA. 30+25.17, 0.13' L 1 RIM 3TITr 371.24 V 12" 1E 46,9.:R; (E) IN368.24 V 12" IE 368.:91- (W) OUT 368.2 T T T ------------------------ -� 0 w� w 32+00 5 - 31+00 TRACT IIGII � / 32 08.E _+ 17!77;< ®-1041 i 8 204, TYPE 1 PRI VA TE STA. 30+52.54 RIM 38-372.51 ---- 6" lE 3576-88- (NE) IN 370.16 ----- - - o 11 16 12" lE y (W) OUT ° - ��� 27 LF 12' LCPE P204 ------------ ONO ----- 30+00 UTILITY CROSSING NOTE: OUTILITY CROSSING, REFER TO C32 FOR DETAILS Call 2 Working Days Before You Dig 811 Utilities Underground Location Center (ID,MT,ND,OR,WA) 30+40 30+80 VERTICAL DA TUM: NAVD 88 PER CITY OF RENTON VERTICAL CONTROL HORIZON TA DA TUM: NAD 1983/91 PER CITY OF RENTON MONUMENTS. AS -BUILT 31+20 31+60 32+00 BENCHMARK: 1. CITY OF RENTON CONTROL POINT NUMBER 1872: FOUND CONCRETE MONUMENT WITH BRASS PIN, DOWN 1.1' IN MONUMENT CASE. INTERSECTION OF S. 192ND STREET AND 99TH PLACE S. ELEVATION = 319.47 FEET. 2. CITY OF RENTON CONTROL POINT NUMBER 1227: FOUND CONCRETE MONUMENT WITH BRASS PLUG, DOWN 1.0 IN MONUMENT CASE ELEVATION = 54.78 FEET. "7 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. 1/12/2018. " 1 CITY COMMENTS, REVIEW 1 2 CITY COMMENTS, REVIEW 2 D.R. STRONG 3 CITY COMMENTS, REVIEW 3 CONSUL TING ENGINEERS 4 CITY COMMENTS, REVIEW 4 ENGINEERS PLANNERS SURVEYORS 5 MYLARS 620 7TH AVENUE, KIRKLAND, WA 98033 6 DRAFT AS-BUILTS O 425.827.3063 F 425.827.2423 NO. REVISION 5 I NORTH GRAPHIC SCALE 4 0 10 20 40 L I .l 1 INCH = 20 FT. ° 4 co HORIZONTAL M �N ��"� SIN ►7 �� r71� . fid' w) cc Q) �) �) ►7 03.22.16 r'S 30+00 UTILITY CROSSING NOTE: OUTILITY CROSSING, REFER TO C32 FOR DETAILS Call 2 Working Days Before You Dig 811 Utilities Underground Location Center (ID,MT,ND,OR,WA) 30+40 30+80 VERTICAL DA TUM: NAVD 88 PER CITY OF RENTON VERTICAL CONTROL HORIZON TA DA TUM: NAD 1983/91 PER CITY OF RENTON MONUMENTS. AS -BUILT 31+20 31+60 32+00 BENCHMARK: 1. CITY OF RENTON CONTROL POINT NUMBER 1872: FOUND CONCRETE MONUMENT WITH BRASS PIN, DOWN 1.1' IN MONUMENT CASE. INTERSECTION OF S. 192ND STREET AND 99TH PLACE S. ELEVATION = 319.47 FEET. 2. CITY OF RENTON CONTROL POINT NUMBER 1227: FOUND CONCRETE MONUMENT WITH BRASS PLUG, DOWN 1.0 IN MONUMENT CASE ELEVATION = 54.78 FEET. "7 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. 1/12/2018. " 1 CITY COMMENTS, REVIEW 1 2 CITY COMMENTS, REVIEW 2 D.R. STRONG 3 CITY COMMENTS, REVIEW 3 CONSUL TING ENGINEERS 4 CITY COMMENTS, REVIEW 4 ENGINEERS PLANNERS SURVEYORS 5 MYLARS 620 7TH AVENUE, KIRKLAND, WA 98033 6 DRAFT AS-BUILTS O 425.827.3063 F 425.827.2423 NO. REVISION 5 I NORTH GRAPHIC SCALE 4 0 10 20 40 L I .l 1 INCH = 20 FT. ° 4 co HORIZONTAL ° °.I CB 103, TYPE 2-48" CX3 � CIO I. VERTICAL 4 03.22.16 I STA. 13+88.20, 11.39' L (STR.) SURVEYED: sIs MAI 06.06'16 `°'• ° DESIGNED: MAJ MAJ 08.25.16 MAJ I I STA. 40+24.39 (STR.) MAJ DRAWN: YLP MAI 12.06.16 MAI CHECKED: MAJ ° 4 RIM 374.98 APPROVE I BY DATE APPR I 6" IE 3E8�G (NE) IN 368.68 I.` I 12" IE !368.:F6 (E) IN 368.23 _ ° / I 12" IE 5 (W) OUT 368.18 4 ° 8 TYPE 2-48 R P CATCH BASIN 0 1AI �I' In TA. 13+88.20, 11.39' R (STR.) \4 CB 203, TYPE 1 PRI VA TE T 40+01.61 (STR.) I / STA. 40+50.13 IM 35374.88 11 / RIM 3�1-376.21 11E 368-6+ (S) IN 368.53 I •4•. 4 6" IE 37_�F.7- (SE) IN 372.80 12" IE 368.- 0 (E) IN 367.56 I j 12" IE ? 1- (W) OUT3 18' IE 36-4--13 (N) IN 364.03 18' IE¢ -Q-13• (S) OUT w W 6 © I 0) ° .I I II TRACT IH + o � ❑■-------- -- 4' ° 1 25 LF .I• 12" LCPE P203 I. 4 LF 12 "• L CPE P 103 7 2 -119 I I. --------- 1 1 10 NORTH GRAPHIC SCALE NC, 0 10 20 40 L -,I- 1 INCH = 20 FT. S. co HORIZONTAL 0 2.5 5 10 mmomi CX3 � CIO 1 INCH = 5 FT. VERTICAL MAI 03.22.16 MAJ SURVEYED: sIs MAI 06.06'16 MAI DESIGNED: MAJ MAJ 08.25.16 MAJ MAI 10.21.16 MAJ DRAWN: YLP MAI 12.06.16 MAI CHECKED: MAJ MXI 01.04.18 MAJ APPROVE BY DATE APPR --------- 1 1 10 40+00 40+40 40+80 41+20 41+60 SCALE: VERTICAL: NAVD 1988C T Y 0 E AS NOTED HORIZONTAL: NAD 1983/183/1 991 � RENTON ONE INCH DATUM AT FULL SCALE axe Planning/Building/Public Works Dept IF NOT ONE INCH SCALE ACCORDINGLY RECOMMENDED FOR APPOVAL BY: Date: BY: Date: BY: Date: BY: Date: VUECREST ESTATES & VUECREST II �( ROAD AND STORM PLAN AND PROFILE UPJ U15007217 / U15007232 DATE: 09.28.15 FIELDBOOK: PAGE: DRAWING NO: C19 SHEET: 19 OF: DRS PROJECT N0. 12102 R-389769 NC, �� oto L -,I- NN - S. co ao N CX3 � CIO co ofCO 40+00 40+40 40+80 41+20 41+60 SCALE: VERTICAL: NAVD 1988C T Y 0 E AS NOTED HORIZONTAL: NAD 1983/183/1 991 � RENTON ONE INCH DATUM AT FULL SCALE axe Planning/Building/Public Works Dept IF NOT ONE INCH SCALE ACCORDINGLY RECOMMENDED FOR APPOVAL BY: Date: BY: Date: BY: Date: BY: Date: VUECREST ESTATES & VUECREST II �( ROAD AND STORM PLAN AND PROFILE UPJ U15007217 / U15007232 DATE: 09.28.15 FIELDBOOK: PAGE: DRAWING NO: C19 SHEET: 19 OF: DRS PROJECT N0. 12102 R-389769 g Q 66 0 w U) Ld ry U Ld r Call 2 Working Days Before You Dig 811 Utilities Underground Location Center (ID,MT,ND,OR,WA) SE 1/4 SECTION 31, TOWNSHIP 23 N, RANGE 5 E, W.M. VUECRES T ESTATES & VUECRES T l/ SHOR T PLAT CB 18, TYPE 1, SLL STA. 50+30.46, 12.52' L RIM 41 a 16 12" IE -498-ie (S) IN 408.18 12" IE—$.- (NE) OUT REPLACE 12" CONC. �CULVER WITH 21 LF 12" DI 50+00 / . I (AB)29 LF 12" DI(P18) / 09-4V WITH ROUND SOLID LOCKING LI! STA. 50+59.09, 753' L STR.) _ RIM �4�. 12" IE F6r(NO� r- i W 1 17, TYPE 1 A. 25+21.64, 31.89' R \ W 468. 8.408.31 lE e (NW) OUT 408 51+00 146.5 LF 12" Dl (P19 0.90' SEPARA 102ND AVE. SE (MAIN AVE. S) F CB 21, TYPE 1 STA. 52+13.40, 12.78' L RIM -065L 9z3 407. 12" lE (SE) IN 405.79 12" lE (N) OUT 405.77 52+80 r '1 LF 12" DI (P20) ,C,B 20, TYPE 2-48" WITH ROUND SDrrD^' W STA. 52+05.57, 753' L (SIR.) RIM 8• 12" IE (S) IN 405.65 12" -fir. 8-: (NW OU T 405.8,3 a �. 410 400 r7 01) N U) 00 Cf- o CO C0 o Cf - p O of of of ° Gd ro Od c6 c6 L6 0 0 0 0 0 0 0 0 0 0 0 0 0 N4_ N4_ 50+00 50+40 50+80 51+20 51+60 52+00 52+40 UTILITY CROSSING NOTE: OUTILITY CROSSING, REFER TO C32 FOR DETAILS AS -BUILT "I CERTIFY THAT THE INFORMATION SHOWN HEREON WHICH WAS AS—BUILT BY D.R. STRONG, AND MAY INCLUDE LOCATIONS, ELEVATIONS, DEPTHS, PIPE SIZES, AND AS—BUILT COMMENTS, ACCURATELY REFLECTS EXISTING FIELD CONDITIONS AS DETERMINED BY ME OR UNDER MY DIRECT SUPERVISION ON THIS DA 7F• 1/12/2018. " •I D.R. STRONG CONSUL TING ENGINEERS ENGINEERS PLANNERS SURVEYORS 620 7TH AVENUE, KIRKLAND, WA 98033 O 425.827.3063 F 425.827.2423 VERTICAL DATUM: NA VD 88 PER CITY OF RENTON VERTICAL CONTROL HORIZON TA DA TUM: NAD 1983/91 PER CITY OF RENTON MONUMENTS. BENCHMARK: 1. CITY OF RENTON CONTROL POINT NUMBER 1872: FOUND CONCRETE MONUMENT WITH BRASS PIN, DOWN 1.1' IN MONUMENT CASE. INTERSECTION OF S. 192ND STREET AND 99TH PLACE S. ELEVATION = 319.47 FEET. 2. CITY OF RENTON CONTROL POINT NUMBER 1227.• FOUND CONCRETE MONUMENT WITH BRASS PLUG, DOWN 1.0 /N MONUMENT CASE ELEVATION = 54.78 FEET. 1 CITY COMMENTS, REVIEW 1 Mal 03.22.16 MAJ SURVEYED: SCALE: `is VERTICAL: NAVD 1988 2 CITY COMMENTS, REVIEW 2 MXI 06.06.16 Mai DESIGNED: AS NOTED HORIZONTAL: NAD 1983/1991 3 CITY COMMENTS, REVIEW 3 MA J 08.25.16 Mal MAJ 4 CITY COMMENTS, REVIEW 4 Mal 10.21.16 MAJ DRAWN: YLP ONE INCH I�N'��� 5 MYLARS Mal 12.06.16 Mal CHECKED: AT FULL SCALE w� 6 DRAFT AS—BUILTS Mal 01.04.18 Mal MAJ IF NOT ONE INCH APPROVED: SCALE ACCORDINGLY N0. REVISION BY DATE I APPR MAJ "R C TY OF RENTON Planning/Building/Public Works Dept NORTH GRAPHIC SCALE 0 10 20 40 1 INCH = 20 FT. HORIZONTAL 0 2.5 5 10 1 INCH = 5 FT VERTICAL RECOMMENDED FOR APPOVAL BY: Date: BY: Date: BY: Date: BY: Date: VUECREST ESTATES & VUECREST II 09.28.15 ROAD AND STORM PLAN AND PROFILE PAGE: 0 DRAWING N0: C20 U15007217 / U15007232 SHEET OF: 20 33 DRS PROJECT NO. 12102 R-389770 N M V J I'—n W ry U W w I— U7 W ry U W MA TERIAL TO BE ASTM A 36 %4" PLATE GALVANIZED AFTER FABRICATION PER ASTM A 123 ALL HOLES 3/4" DIAM. PIPE CLAMP, HILL HOLDER ANCHOR BY HD FOWLER, OR EQUAL 1" MAX, ROUND OFF SQUARE f EDGES AFTER CUT f E e} a 4 12'" PLA TE DETAIL 12" LONG SMOOTH COUPLING BAND NUT ABOVE AND BELOW PLATE PLATE (SEE DETAIL) THREADED ADAPTER WITH 14" THREADED ROD -1 �" SQUARE SHAFT -10" SINGLE FLIGHT ANCHOR BY AB CHANCE NO TE ALL ANCHORS AND HARDWARE SHALL BE GALVANIZED. HDPE SLOPE ANCHORS l0:irlf«0LfC/11,KA NA VD 88 PER CITY OF RENTON VERTICAL CONTROL HORIZON TA DA TUM: NAD 1983/91 PER CITY OF RENTON MONUMENTS. UTILITY CROSSING NOTE: OUTILITY CROSSING, REFER TO C32 FOR DETAILS BENCHMARK: 1. CITY OF RENTON CONTROL POINT NUMBER 1872: FOUND CONCRETE MONUMENT WITH BRASS PIN, DOWN 1.1' IN MONUMENT CASE. INTERSECTION OF S. 192ND STREET AND 99TH PLACE S. ELEVATION = 319.47 FEET. 2. CITY OF RENTON CONTROL POINT NUMBER 1227: FOUND CONCRETE MONUMENT WITH BRASS PLUG, DOWN 1.0 IN MONUMENT CASE ELEVATION = 54.78 FEET. I\ Call 2 Working Days Before You Dig 811 Utilities Underground Location Center (ID,MT,ND,OR,WA) N IS AS -BUILT SE 1/4 SECTION 31, TOWNSHIP 23 N, RANGE 5 E, W.M. VUECRES T ESTATES & VUECRES T l/ SHORT PLAT CB 23, TYPE 2-48" \\ \ STA. 02+94.80 (SIR.) \ 250.59 RIM :Rf„9.99 \\ 245.79 12" lE T (E) IN 242.35 12" lE 4 (W) OUT CONNECT TO: EXISTING TYPE2 48 CB RIM 243. �7 (A� \ \ IE T NEW 12` 235.12 , \ DI 15, PROPOSED PUBLIC,' \\\� SD EASEkIENT \ I I ------------- ,/ -1--_ , r, l ! l / / n , II ----- I I I I I I I I // // -�---------- ----- ---IJ-- ------------- - TRACT A,' I II IIQL ------------ �---------- ----------- -- - I I�---------------- Il ---`\ -------- I ----------------------II---- ------- I ' 11 -- IIII -----------\------ IRC0 /�1 232 TYPL* 2,4" i ( I --------\------- 91( 1 O -h------------ --------- --------- -59-99(MA11TCNGRADE)591\- -- ----------- - 12 41 1E13_4,6. 6�6 IE�N#5508- 1 I I 112" IE (W) QUTt 35.033 1 1,"„ I II i i I 1 I 1 1 I I HNNEL TFciUC'(URIE NO SUi�1P I � i I � � 1 tl ;, \ `. '—� ------ A 11-------v -------\- I I I -- I I 1 I I 1 1 1 l I I I I 1 I I 1 1 1 t I( .I 1 '�' \ ♦. -- II ----------------- Li--------��----'--- I i I 1 1 I I i , I I I , I 1 I I 1 1 I I 1 I I I I 1 I I I �� I ♦ \ ------ ---` —T 1�' I�_ r"—'_ I , I I-----\ ♦ \------- ��------------�----- 1 1 I ' I 1 ' I ' I �� II 11—"r' 1 11 I —T I ~T I I I 1 1 I 1 1 I I i �`` I ♦ ;' ♦\ .0 \ 1 1 I------------------ -------------- ---- I 1 I I I \ A ,1I I I I I I 1 I ♦ ---- 112"1 ABO RO'LlN DP't 2Q IWl1�f-1 QIP AI�ICHORS f1100'� O.C. I ._ `\ ---� - -�--II \ -- --�\-- i-------\ It �� �---f\-------A \ \ T 1 \ f 1 I 1 ♦\ ♦` -I \\ , +-- \ 1 1 I I ► I I I I 1 \ j 1 1 7LIL 1 \ I , ^' 1 1 1 I 1 \ 1 1 I I I I I 1 1 I I I I 1 1 I 1 1 PROPOSED\ 15x P&IBLgC ` \ \ \ \ \ \ \ \ 1 1\ 1 11 ^\♦ \ O \♦ \ I 11 1 11 1 11 \ 1 I I I 1 1 1 1 \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ ♦ \ ` r`` .\ 1 \ 1 1 1 I \ 1 \ I I I I I 1 I 1 1 \ 1 I 1 1 ISD EASEiti1E�T \ \ \ \ \ \ \ \ \ \ \ \ \ \ ♦ . jC � 1-----_- \ 1 I \ 1 \ \ \ 1 1 \ 1 I I I ( 1 I 1 1 1 \ \ \ \ 1 1 \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ ♦ \ \ ♦ .i `'� \`\ \ \ 1 1 1 I 1 1 \ 1 I 1 1 1 I I 1 1 1 I ' \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \\ \ . -_-' � - \ ` `♦ � � `, \ \ I 1 1 1 1 I I I 1 1 I 1 1 1 1 1 \ \ \ \ \ . \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ ♦ \ � � ` v . \ . ,' \ \ , 1 I 1 I I 1 I 1 I I I II 11 1 1 I 1 I \\ \ `\ \ \ \ \♦ `♦ \ \\ ` \\ \\ \ \\ \\ \\ �AB�1 LF GP,F (P21)\ `♦ \ \ \ ♦ \� CJI 1 I I I I I 1 I I I I 1 I 1 1 I I \ \ \ \ ♦ \ ` \ \ \ \ \ \ \ \ \ \ \ ` \ \ \ \ ♦ \ �\ ♦ ♦� � \ \\ 1-1— I 11 I 1 1 II I I I 1 I I I 1 1 1 \ \\ \ \\ ♦ . \♦ \\ \ \ \ \\ \ \ \ \ \ \ \ \ `\ `\ \ ♦1 \` `� \ �\ i � � \ ♦ � ♦ I I I I I 1 1 1 I I I I I I I 1 1 \ \ \ \ • \ ♦ \ \ \ \ \ \ \ \ `� . `. � \ � �, � `�F'� \ 1 j I 1 I 1 1 I I I 1 1 1 1 \ \ \ \ ♦ ♦ \ ♦♦ \ ♦ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ � � � ` \50 \ \ ` \,,' �1,''� \L ----_ ` �`. �. ' 1 I ' 1 I I I 1 I I I I I I 1 1 1 1\ \ \ 1 `\ ♦ ♦ `♦ ♦ `\ \\ \, \ \ \ \ \ \ \ \ \ \\ ♦\ `♦ 'll� �\ `� � \ ,�'--- �::'� �. ; _-e;. \ � \ "I CER77FY THAT THE INFORMATION SHOWN HEREON WHICH WAS AS—BUILT BY D.R. STRONG, AND MAY INCLUDE LOCATIONS, ELEVATIONS, DEPTHS, PIPE SIZES, AND AS—BUILT COMMENTS, ACCURATELY REFLECTS EXISTING FIELD CONDITIONS AS DETERMINED BY ME OR UNDER MY DIRECT SUPERVISION ON THIS DA TE: 111212018." •I D.R. STRONG CONSUL TING ENGINEERS ENGINEERS PLANNERS SURVEYORS 620 7TH AVENUE, KIRKLAND, WA 98033 O 425.827.3063 F 425.827.2423 3+20 2+80 2+40 2+00 1+60 1+20 0+80 0+40 0+00 1 CITY COMMENTS, REVIEW 1 Mal 03,22.16 MAI SURVEYED: SCALE: `is VERTICAL: NAVD 1988 2 CITY COMMENTS, REVIEW 2 MAI 06,06.16 Mai DESIGNED: AS NOTED HORIZONTAL: NAD 1983/1991 3 CITY COMMENTS, REVIEW 3 MAJ 08,25.16 MAI MAJ 4 CITY COMMENTS, REVIEW 4 Mal 10,21.16 MAI DRAWN: YLP ONE INCH wIN'��� 5 MYLARS MAI 12,06.16 MAI CHECKED: DA TU AT FULL SCALE 6 DRAFT AS—BUILTS MAJ 01,04,18 MAI IF NOT ONE INCH APPROVED: SCALE ACCORDINGLY N0. REVISION BY I DATE I APPR I MAJ GRAPHIC SCALE 0 10 20 40 1 INCH = 20 FT. HORIZONTAL 0 2.5 5 10 1 INCH = 5 FT VERTICAL RECOMMENDED FOR APPOVAL BY: Date: BY: Date: BY: Date: BY: Date: C TY OF VUECREST ESTATES & VUECREST II 09.28.15 FIELDf300K: RENTON STORM OUTFALL PLAN AND PROFILE PAGE: DRAWING NO: Planning/Building/Public Works Dept. 0 C21 U15007217 / U15007232 SHEET OF: 21 33 DRS PROJECT NO. 12102 R-389771 �- �- CO 00 Go Lr) co 00 co co co O N rf �t Ld to _ �0 N N Ib I")I") (3)O O_ O N o ) o N4_ Ln Ld Ln of In ^ \o N N N N N N N n n n I-) N Ir M "I CER77FY THAT THE INFORMATION SHOWN HEREON WHICH WAS AS—BUILT BY D.R. STRONG, AND MAY INCLUDE LOCATIONS, ELEVATIONS, DEPTHS, PIPE SIZES, AND AS—BUILT COMMENTS, ACCURATELY REFLECTS EXISTING FIELD CONDITIONS AS DETERMINED BY ME OR UNDER MY DIRECT SUPERVISION ON THIS DA TE: 111212018." •I D.R. STRONG CONSUL TING ENGINEERS ENGINEERS PLANNERS SURVEYORS 620 7TH AVENUE, KIRKLAND, WA 98033 O 425.827.3063 F 425.827.2423 3+20 2+80 2+40 2+00 1+60 1+20 0+80 0+40 0+00 1 CITY COMMENTS, REVIEW 1 Mal 03,22.16 MAI SURVEYED: SCALE: `is VERTICAL: NAVD 1988 2 CITY COMMENTS, REVIEW 2 MAI 06,06.16 Mai DESIGNED: AS NOTED HORIZONTAL: NAD 1983/1991 3 CITY COMMENTS, REVIEW 3 MAJ 08,25.16 MAI MAJ 4 CITY COMMENTS, REVIEW 4 Mal 10,21.16 MAI DRAWN: YLP ONE INCH wIN'��� 5 MYLARS MAI 12,06.16 MAI CHECKED: DA TU AT FULL SCALE 6 DRAFT AS—BUILTS MAJ 01,04,18 MAI IF NOT ONE INCH APPROVED: SCALE ACCORDINGLY N0. REVISION BY I DATE I APPR I MAJ GRAPHIC SCALE 0 10 20 40 1 INCH = 20 FT. HORIZONTAL 0 2.5 5 10 1 INCH = 5 FT VERTICAL RECOMMENDED FOR APPOVAL BY: Date: BY: Date: BY: Date: BY: Date: C TY OF VUECREST ESTATES & VUECREST II 09.28.15 FIELDf300K: RENTON STORM OUTFALL PLAN AND PROFILE PAGE: DRAWING NO: Planning/Building/Public Works Dept. 0 C21 U15007217 / U15007232 SHEET OF: 21 33 DRS PROJECT NO. 12102 R-389771 Q z U U LLJ D Ld O r/ U Ld Ld U7 Q U7 Ld (n Ld ry U Ld FRAME AND 24" ROUND SOLID COVER3 O -7 MARKED 'DRAIN" WITH LOCKING BOLTS (TYP.) 88.00' 12" VENTILA TION PIPE (SEE STRUCTURAL PLANS FOR DETAILS) (AB)IBOV 352.00 0 PER/METER (LOWER CELL) 6x14 GRATE WITH 24" SQUARE ACCESS HATCH r27OUTLET A 18" INLET \ / Y��" ISO V !� IBOV 35f.OF l i 316.61 1 n 351.481 ; n I ii I ; I ii I I ii I ; I ii I 1 59 MIN. (TYP.). ii i I i I I ii I ; I ii I I ii I ; I ii I /I\ADDER TYP.) I ii /\ n 1571 SE 1/4 SECTION 37, TOWNSHIP 23 N, RANGE 5 E, W. M. VUECRES T ESTATES 8 VUECRES T // SHORT PLAT �s5-� IBOV P7 3 ER/METER (UPPER CELL) 25.00' 25.00' ��18.00 1_1 �_18.0012" INLET B A VA UL T DETAIL 1"--20' CONTROL ROD (ROD BENT AS REQ D FOR VERTICAL ALIGNMENT WITH COVER) 24" CMP RISER PIPE PIPE SUPPORT(S) (SEE NOTE 4) 357.63 24 /E= 3�✓6 SHEAR GATE WITH CONTROL/ ROD FOR CLEANOUT/DRAIN RESTRICTOR PLATE W/ ORIFICE 0 = 1.04" 0. C. (SHARP EDGED SHOP DRILLED) FROP DETAIL FROP NO TES: Iy:I-1�Y0IC7ii 4" ELBOW IE= 367.50' ORIFICE 0 =1.97" 6" ELBOW IE= 364.30' ORIFICE 0 =2.08" f f. ee, 10.95, DETENTION DEPTH - 5z - 4.8' (AB) W. Q. DEP TH TOP OF SEDIMENT STOR. = 3&_A 7-9- 352.83 N IS 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 114- 4. /4"4. PROVIDE AT LEAST ONE 3'X.090 GAUGE SUPPORT BRACKET ANCHORED TO CONCRETE WALL. (MAXIMUM 3' VERTICAL SPACING) 5. LOCATE ELBOW RESTRICTOR(S) AS NECESSARY TO PROVIDE MINIMUM CLEARANCE AS SHOWN. r Call 2 Working Days Before You Dig 811 Utilities Underground Location Center (ID,MT,ND,OR,WA) AS -BUILT 357.63 EL. 357-'-5& EL. 357.03 F FRAME AND 24" ROUND SOLID COVER MARKED 'DRAIN" WITH LOCKING BOLTS (TYP.) RIM 374.00 ----------------------------------------------------------------------- 12" INLET 36 7. 00 (AB) 0.5' SEDIMENT STORAGE (TYP.) FRAME AND 24" ROUND SOLID COVER MARKED "DRAIN" WITH LOCKING BOLTS (TYP.) RIM 372.00 FRAME AND 24" ROUND SOLID COVER MARKED 'DRAIN" WITH LOCKING BOLTS (TYP.) RIM 372.00 TOP OF VAUL T 370.00 (TYP.) 6 x 14' GRATE W/ LADDER & 24- SQUARE RIM EL= 372.00 LOCKABLE HINGED ACCESS HATCH SEE NO TE 3 --------------------------------------------- - maw -------------------------------- 1� ------------------------------------------------------------------------------------------ ' TOP OF DETENTION e 0.50' FREEBOARD 24" CMP RISER PIPE e oa o� 357.63 ------------------------------------------------------------------W.Q._ DESIGN t ------------ ---- 24" OUTLET 3,556 ---------------------------------------------------------------------------------------- WS 35736- - c� 357.63 C�o 352.83 � EL. J&2- 7459 59 X59 S9 EL. 352.00 (AS) 1.0' A VERA GE SEDIMENT STORAGE (TYP.) SECTION A -A 1 "= 5' 6 x14' GRATE W/ LADDER & 24" SQUARE RIM EL= 372.00 LOCKABLE HINGED ACCESS HATCH SEE NOTE 3 24" CMP RISER PIPE 368.5836$-51' TOP OF DETENTION oa 8' WIDE OPENING C 7' MIN. HEIGHT -------------------------------------------------------W_._Q. _ DESIGN- V_---------------------------------------------------------------------------------------------------------------------------------- - --------------------------------- -- ------------------------------- --------------------------------------- WS a 357.63 oW ao 0 352.83 EL. SECTION B -B DETENTION SUMMARY SHEET VA UL T NO TES: 1. ACCESS OPENINGS SHALL BE POSITIONED A MAX. OF 50 FT FROM ANY LOCATION WITHIN THE VAULT, AND AT THE INLET AND OUTLET. 2. IBOV = INSIDE BOTTOM OF VAULT ELEVATION. J. VAULT GRATE TO INCLUDE 2'x2' HATCH DESIGNED FOR EASY OPENING. "I CERTIFY THAT THE INFORMA77ON SHOWN HEREON WHICH WAS AS -BUIL T BY D.R. STRONG, AND MA Y INCLUDE LOCA 77ONS, ELEVA 77ONS, DEPTHS, PIPE SIZES, AND AS -BUILT COMMENTS, ACCURATELY REFLECTS EXIS77NG FIELD COND177ONS AS DETERMINED BY ME OR UNDER MY DIRECT SUPERVISION ON 7NIS DATE. 1/12/2018." 'I 0 D.R. STRONG CONSUL TING ENGINEERS ENGINEERS PLANNERS SURVEYORS 620 7TH AVENUE, KIRKLAND, WA 98033 O 425 827 3063 F 425 827 2423 1 CIN COMMENTS, REVIEW 1 2 CIN COMMENTS, REVIEW 2 3 CIN COMMENTS. REVIEW 3 4 CIN COMMENTS. REVIEW 4 5 MYLARS 6 DRAFT AS-BUILTS N0. REVISION 1.0' A VERA GE SEDIMENT STORAGE (TYP.) 12"0 FROP REMOVABLE WATERTIGHT NOTE: RISER COUPLING OR FLANGE SEPARATE STRUCTURAL DESIGN PLANS AND CALCULATIONS FOR THE PROPOSED STORM VAULT MUST BE SUBMITTED TO THE BUILDING DEPARTMENT. A SEPARATE BUILDING PERMIT APPLICATION WILL BE -4, REQUIRED FOR THE CONSTRUCTION OF THE VAULT. MAX PLATE WELDED TO ELBOW WITH ORIFICE AS SPECIFIED ELBOW RESTRICTOR DETAIL N IS MAJ 03.22.16 MAJ SURVEYED: SCALE: siS VERTICAL: DESIGNED: C T Y 0 F 1988 Mal 06.06.16 Mal AS NOTED HORIZONTAL: NADAD 1 1983/183/1 991 Mal 08.25.16 MAS MAJ RENT 0 N Mal 10.21.16. hW DRAWN: YLP ONE INCH DATUMMal 12.06.16 Mal CHECKED AT FULL SPlanning/Building/Public Works Dept CALE Mal 01.04.18 Mal IF NOT ONE INCH APPROVED: SCALE ACCORDINGLY BY DATE APPR1 Mal RECOMMENDED FOR APPOVAL BY: Date: BY: Date: BY: Date: BY: Date: DATE: VUECREST ESTATES & VUECREST II 09.28.15 FIELDBOOK: VAULT DETAILS PAGE: DRAWING C22 2 U15007217 / U15007232 SHEET: OF: 22 33 DRS PROJECT NO. 12102 R-389772 w Q z U w O n, Q 0 U7 W ry U Ld I- V / Ld ry U Ld D > SE 1/4 SECTION 37, TOWNSHIP 23 N, RANGE 5 E, W. M. VUECRES T ESTATES 8 VUECRES T l/ SHORT PLAT CULVERT PLAN VIEW OWNERSHIP NO TE: CULVERT TO BE OWNED AND MAINTAINED BY THE CITY OF RENTON. r Call 2 Working Days Before You Dig 811 Utilities Underground Location Center (ID,MT,ND,OR,WA) AS -BUILT "l CERTIFY THAT THE INFORMATION SHOWN HEREON WHICH WAS AS—BUILT BY D.R. STRONG, AND MAY INCLUDE LOCATIONS, ELEVATIONS, DEPTHS, PIPE SIZES, AND AS—BUILT COMMENTS, ACCURATELY REFLECTS EXISTING FIELD COND177ONS AS DETERMINED BY ME OR UNDER MY DIRECT SUPERVISION ON 7HIS DA 7F• 1/12/2018. " •I D.R. STRONG CONSUL TING ENGINEERS ENGINEERS PLANNERS SURVEYORS 620 7TH AVENUE, KIRKLAND, WA 98033 O 425 827 3063 F 425 827 2423 380 360 01 M �h DO N CO BY: 00 CD N N O Ld L6 \ r7 C6 C6 C6 � r7 r7 r7 r7 r7 r7 r7 r7 r7 0+00 0+20 SECT/ON A -A 0+40 0+60 NO TE: SEE CONTECH ENGINEERED SOLUTIONS, LLC MULTI—PLATE SINGLE RADIUS ARCH DETAILS THIS PLAN SET. *Depth of dense native till to be approximately 5 feet. Note, Backfill Over Culvert per Civil Plans Approximate Existing Grade _99 : 4- 41 '{o..a'� 4ff9pq �a wA6a9�,.� Dense Native Till Sub -grade (Geotechnical Engineer to Confirm) Filter 3' max_ Arch Culvert per Plans Match Approximate Existing Grade ---- --- - 1 Man Rack Armoring 12" of 1 1121' Clean 7 —3.1 Crushed Rock 0+80 Note: Backfill Over Culvert per Civil plana Rater I I Faf�rtc�-"^ 3' max ,"• j+ s• is T 1+00 Approximate Existing Grade *Depth of dense native till '• Is antlapated to be approximately 5 feet, Dense Native Till Subgrade (Geotechnical Engineer to Ganfirm) NOTE, Thggraphics shoran cn ws Weara not lniended iordedgn purpa®Bavr pred89 sole meSt+vwenM bpi A lo iluatrata the approximate proposed eta Feahxes, The Information illugraW Is largely based on dela provided by lha dient N the line of aur study. ED" cannot be reapanWsfcr subsequeng design charVas Dr Interpretation cf the data by others, NDTE� This plate may cant8ln areas d calor. ESN4'i owfiol to responsiG6e for any subsequent mlairrter mailon of to information resulting 'w black a 0141 repr0&0ws of this plate. 1 CIN COMMENTS, REVIEW 1 MAJ 03.22.161 MAJ SURVEYED: SCALE: `.�l.S` VERTICAL: NAVD 1988 2 CIN COMMENTS, REVIEW 2 Mal 06,06.16 Mal AS NOTED HORIZONTAL: NAD 1983/1991 DESIGNED: 3 CIN COMMENTS. REVIEW 3 Mal 08,25.16 Mal Mal 4 CIN COMMENTS. REVIEW 4 Mal 10,21.16 Mal DRAWN: YLP ONE INCH ��� 5 MYLARS MAJ 12,06.16 MAJ CHECKED: MAGI AT FULL SCALE 6 DRAFT AS—BUILTS Mal 101,04,18 Mal IF NOT ONE INCH APPROVED: SCALE ACCORDINGLY N0. REVISION BY DATE APPR Mal 380 BY OTHERS 360 1' AGGREGATE COMPACTED MA M M M CUL VERT CENTERLINE ' --�"" " � EX/STING GRADE J 1� 1 L. 5, I \® SECT B7 B KETLAND EDGE 1' OFFSET FROM FOOTING 3' VERTICAL, 1: 1 TO EXISTING rn 12" to 18" of 518" BY: Clean Crushed Rack BY: 12' of Crushed Aggregate, .•6 :�' per Croll Plans 0+80 Note: Backfill Over Culvert per Civil plana Rater I I Faf�rtc�-"^ 3' max ,"• j+ s• is T 1+00 Approximate Existing Grade *Depth of dense native till '• Is antlapated to be approximately 5 feet, Dense Native Till Subgrade (Geotechnical Engineer to Ganfirm) NOTE, Thggraphics shoran cn ws Weara not lniended iordedgn purpa®Bavr pred89 sole meSt+vwenM bpi A lo iluatrata the approximate proposed eta Feahxes, The Information illugraW Is largely based on dela provided by lha dient N the line of aur study. ED" cannot be reapanWsfcr subsequeng design charVas Dr Interpretation cf the data by others, NDTE� This plate may cant8ln areas d calor. ESN4'i owfiol to responsiG6e for any subsequent mlairrter mailon of to information resulting 'w black a 0141 repr0&0ws of this plate. 1 CIN COMMENTS, REVIEW 1 MAJ 03.22.161 MAJ SURVEYED: SCALE: `.�l.S` VERTICAL: NAVD 1988 2 CIN COMMENTS, REVIEW 2 Mal 06,06.16 Mal AS NOTED HORIZONTAL: NAD 1983/1991 DESIGNED: 3 CIN COMMENTS. REVIEW 3 Mal 08,25.16 Mal Mal 4 CIN COMMENTS. REVIEW 4 Mal 10,21.16 Mal DRAWN: YLP ONE INCH ��� 5 MYLARS MAJ 12,06.16 MAJ CHECKED: MAGI AT FULL SCALE 6 DRAFT AS—BUILTS Mal 101,04,18 Mal IF NOT ONE INCH APPROVED: SCALE ACCORDINGLY N0. REVISION BY DATE APPR Mal 380 BY OTHERS 360 1' AGGREGATE COMPACTED MA M M M CUL VERT CENTERLINE ' --�"" " � EX/STING GRADE J 1� 1 L. 5, I \® SECT B7 B KETLAND EDGE 1' OFFSET FROM FOOTING 3' VERTICAL, 1: 1 TO EXISTING rn Date: BY: N BY: Date: BY: Date: N r7 r7 r7 r7 r7 0+00 SECT/ON B -B 0+20 0+40 RECOMMENDED FOR APPOVAL BY: Date: BY: Date: BY: Date: BY: Date: C TY 0E VUECREST ESTATES & VUECREST II 09.28.15 FIELDBOOK: R E N TO N SINGLE RADIUS ARCH DETAILS PAGE: DRAWING N0: Planning/Building/Public Works Dept. C23 U15007217 / U15007232 SHEET: OF: 23 33 DRS PROJECT N0. 12102 R-389773 W Q z U C/) U W LJ ry ry I..L U LTJ U) L,J U) LTJ I- V J � W I --I_ U L,J D N M m FRAME AND VANED GRATE #3 BAR EACH #3 BAR EAI #3 B,.. `........... PRECAST BASE SECTION W�8 OR 12" ONEARB HOOP FOR 8" HEIGHT TWO #3 BAR HOOPS FOR IT HEIGHT RECTANGULAR ADJUSTMENT SECTION 2ao,�01 rS�F4'O #3 BAR EACH CORNEF 18' MIN #3 BAR HOOP NOTES PIPE ALLOWANCES TOWNSHIP 23 N, RANGE MAxIMUM PIPE MATERIAL INSIDE & VUECRES T DIAMETER REINFORCEDOR 12" PLAIN CONCRETE 6' ALL METAL PIPE 15' CPSSP* 12' (STD. SPEC. 9-05.20) REINFORCING STEEL(TYP.) SOLID WALL PVC 15' (STD. SPEC. 9-05.12(1)) RECTANGULAR ADJUSTMENT SECTION PROFILE WALL PVC 15" (STD. SPEC. 9-06.12(2)) i4 * CORRUGATED POLYETHYLENE STORM SEWER PIPE 1. As acceptable alternatives to the rebar shown In the PRECAST BASE SECTION, fibers (placed according to the Standard Specifications), or wire mesh having a minimum area of 0.12 square Inches peribot shall be used with the minimum required rebar shown in the ALTERNATIVE PRECAST BASE SECTION. Wire mesh shall not be placed In the knockouts. 2. The knockout diameter shall not be greater than 20". Knockouts shall have a well thickness of 2" minimum to 2.5" maximum. Provide a 1.5" minimum gap between the knockout wall and the outside of the pipe. After the pipe Is installed, fill the gap with joint mortar in accordance with Standard Specification 9-04.3. 3. The maximum depth from the finished grade to the lowest pipe Invert shall be 5'. 4. The frame and grate must be Installed with the flange down. 5. The Precast Base Section may have a rounded floor, and the walls may be sloped at a rate of 1:24 or steeper. 6. The opening shall be measured at the top of the precast base section. 7. All pickup holes shall be grouted full after the basin has been placed. 8, All grade rings and castings shall be set In mortar in accordance with Standard Specification 9-04.3. SEE NOTE 1 ALTERNATIVE PRECAST BASE SECTION ° STD. PLAN - 200.00 PUBLIC WORKS CATCH BASIN TYPE 1 DEPARTMENT MARCH 2008 q � MOTS SLOT - SE AND NOTE jDETAIL H 0 4B J b DD rn O OUTFALL TU STREA DUMP ND P0.LUTANT B TOP SECTION O 24- 4 EQUAL 4"4EQUAL SPACES 4EQUAL SPACES T_ SECTION O N 1 114' a BOLT -DOWN SLOT DETAIL SEE NOTE 1 NOTES Provide two slots In the grate that are vertically aligned 1. with the holes In the frame. Location of bolWown slots varies among different manufacturers. ISOMETRIC 2. Refer to Standard Specification 9-05.15(2) for additional requirements. 3. Use only on sags and vertical curbs locations. 4• Unless otherwise specified, vaned grates shall be used with standard frame In the travel way, gutter or shoulder. vaned grates shall not be located within crossroads. Use vaned grates along rolled curbs. * PUBLIC WORKS RECTANGULAR BI-DIRECTIONAL STD' PLAN - 204.30 DEPARTMENT VANED GRATE g MARCH 2008 rI Call 2 Working Days Before You Dig 811 Utilities Underground Location Center (ID,MT,ND,OR,WA) AS -BUILT SE 1/4 SECTION 31, TOWNSHIP 23 N, RANGE 5 E, W.M. VUECRES T ESTATES & VUECRES T l/ SHORT PLAT 4e', W. 80. 72', 84' OR Or PIPE ALLOWANCES CATCH BASIN MORTAR M(P.) CATCH BASIN DIAMETER STEPS OR LADDrR MINIMUM BASE REINFORCING STEEL DISTANCE Wfit. IN EACH DIRECTION BETWEEN KNOCKOUTS SEPARATE BASE INTEGRAL BASE - ICATCH 6' BASIN FRAME AND VANED GRATE (DETAIL 204.00) 8" 0.23 0.15 HLLET z REINFORCING STEEL(TYP.) HANDHOLD h 12' GRAVELBACJffII FOR PIPE ZONE BEDDING RECTANGULAR ADJUSTMENT SECTION 5- 6' OR CIRCULAR ADJUSTMENT SECTION i4 v GROUT, TYPICAL (SEE NOTE 5) 6- .. �...... - ... .... FLAT SLAB TOP 4e', W. 80. 72', 84' OR Or PIPE ALLOWANCES CATCH BASIN MORTAR M(P.) CATCH BASIN DIAMETER STEPS OR LADDrR MINIMUM BASE REINFORCING STEEL DISTANCE Wfit. IN EACH DIRECTION BETWEEN KNOCKOUTS SEPARATE BASE INTEGRAL BASE - �Lo 6' 36" 8" 0.23 0.15 HLLET z REINFORCING STEEL(TYP.) N h 12' GRAVELBACJffII FOR PIPE ZONE BEDDING 60" 5- 6' 48' e• 0.25 0.25 72' 6- 8' SEPARATE BASE INTEGRAL BASE 0.35 0.24 CASTAN-PLACE PRECAST WITH RISER O RING 1r �� 72" 12' 0.39 0.29 GRAVEL BACKFILL FOR 8" BT' JJ� PIPE ZONE BEDDING IT 0.39 1 0.29 SEPARATE BASE 18'O.C. PRECAST NTS NOTES I. No steps are required when height is 4' or less. 2. The bottom of the precast catch basin may be sloped to facilitate cleaning. 3. The rectangular frame and grate must be installed With the flange down. The frame may be cast Into the adjustment section. 4. Knockouts shall have a wall thickness of 2" minimum to 2.5" maximum. Provide a 1.5" minimum gap between the knockout wall and the outside of the pipe. After the pipe Is Installed, fill the gap with joint mortar In accordance With Standard Specification 9-04.3. 5• All grade rings risers and castings shall be set In mortar in accordance With PIPE ALLOWANCES CATCH BASIN DIMENSIONS CATCH BASIN DIAMETER MAXIMUM WALL BASE KNOCKOUT THICKNESS THICKNESS Sig MINIMUM BASE REINFORCING STEEL DISTANCE Wfit. IN EACH DIRECTION BETWEEN KNOCKOUTS SEPARATE BASE INTEGRAL BASE 48• 4" 6' 36" 8" 0.23 0.15 54" 4.5' 8' 42" 8' 0.19 0.19 60" 5- 6' 48' e• 0.25 0.25 72' 6- 8' 60' 12' 0.35 0.24 84" e• 12' 72" 12' 0.39 0.29 g6• 8" 12" 84' 1 IT 0.39 1 0.29 NOTES I. 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.+ Cormgated Polyethylene Storm sewer Pipe (Bid. Speer 9.05.20) 8 (Std. Spec. 9.06.12(1)) 0 (Sid. spec. 9.05.12(2)) ° STD. PLAN - 201.00 PUBLIC WORKS CATCH BASIN TYPE 2 DEPARTMENT F MARCH 2008 PIPE ALLOWANCES F CATCH PIPE MATERIAL WITH MAXIMUM INSIDE DIAMETER BASIN ALL SOLID PROFILE DIAMETER ONCRE'TE METAL CPSSP WALL WALL ,p Pvc© Pvc ap 48' 24" 30" 24' 27' 30' 54' 30" 36" 30" 27' 36' 60" 36" 42" 36" 36" 42" 72' 42" 54' 42" 36' 48' 84" 54" 60" 54" 36" 48" 96" 60' 72" 60' 36" 48" Standard Specification 9.04.3.+ Cormgated Polyethylene Storm sewer Pipe (Bid. Speer 9.05.20) 8 (Std. Spec. 9.06.12(1)) 0 (Sid. spec. 9.05.12(2)) ° STD. PLAN - 201.00 PUBLIC WORKS CATCH BASIN TYPE 2 DEPARTMENT F MARCH 2008 PUN NTS g.t♦4anlEed F TYP. y prYFr4+f Irsa,etl O.D. SEE NOTE 4 TP0 r+PIP0 T-0 \�/ (TYP.) pijM1 In erA •�Or plug 'low to sc¢rd ' (TYP.) pipe iia 6a a{yAraal IfQ,1f}5 L��-ju 5, tem nuL •/re iron pipe II -rip A°bj�d goW beaN suppul INnEpwtw=.dpipo Iainf2bko l - - 2' 8 T rl�Hree ,IW Nbd SECTION A -A 18'O.C. NTS I M. Ice u1did oowr{hexergl A _ A sg" F11 I" ICE M2aa o7.r in0uer{ pipe Immx dniyn D}w�X,.5 CFS p6* tr$r,,"11I _ clran out ryc hvn Sac 1L'.v 18 oTBr br-hk Csb rn nemssery PUN NTS g.t♦4anlEed '1546 ma for rla2 4]GrrLON"A. gLdHy In%,Amnt In nrd areas. }r � 2' I T gatle Iniad ndclres NOTE& 1. TN# 1rpr1GN that 10r5h1#UuG104 S4 AC 10 pEl+'d1t pprlLp#ChArt� 7egiW #rCslgn. 2. TNmanea may Da Macau no 6mar then TSU feet to one anomer. 11 DO fan along floailne) 31 TWCh Ano 9rW boo rMOSA t+d Woci. Align Iq M10. W1003 OI#II#. 4. Supporl pon spacing or. regLdred by Goll oDVllom to Eivwra grade board rmnelns L -ml. PUBLIC WOM(S 50 FOOT DISPERSION TRENCH STD. PLAN - 224.00 + + DEPARTMnNr WITH NOTCHED BOARD MARCH 2008 '7 CERTIFY THAT THE INFORMATION SHOWN HEREON WHICH WAS AS -BUILT BY D.R. S7RONG, AND MAY INCLUDE LOCATIONS, ELEVATIONS, DEPTHS, PIPE SIZES, AND AS -BUILT COMMENTS, ACCURATELY REFLECTS EXISTING FIELD CONDITIONS AS DETERMINED BY 1 CITY COMMENTS, REVIEW 1 ME OR UNDER MY DIRECT SUPERVISION ON THIS DA 7F° 111212018.- 2 CITY COMMENTS REVIEW 2 •I D.R. STRONG 3 CITY COMMENTS, REVIEW 3 CONSUL TING ENGINEERS 4 CITY COMMENTS, REVIEW 4 ENGINEERS PLANNERS SURVEYORS 5 MYLARS 620 7TH AVENUE, KIRKLAND, WA 98033 6 DRAFT AS-BUILTS O 425.827.3063 F 425.827.2423 NO. REVISION I CLEAN SURFACE AND BOTTOM AREA. PROVIDE UNIFORM CONTACT. THE SURFACE AREA OF THE BASE SECTION MUST BE GROUTED TO THE BOTTOM AREA OF THE ADJUSTMENT SECTION. FRAME AND VANED GRATE BASE SECTION NOTES 1. THE COVER OR GRATING OF A CATCH BASIN SHALL NOT BE GROUTED TO FINAL GRATE UNTIL THE FINAL ELEVATION OF THE PAVEMENT, GUTTER, DITCH, OR SIDEWALK IN WHICH IT IS TO BE PLACED HAS BEEN ESTABLISHED, AND UNTIL PERMISSION THEREAFTER IS GIVEN BY THE ENGINEER TO GROUT OR GRATING IN PLACE IN ACCORDANCE WITH STANDARD SPECIFICATION 7-05.3. 2. SHIMS SHALL NOT BE USED TO SET FRAME TO GRADE. THE USE OF SHIMS IS PROHIBITED. 3. MORTAR SHALL BE PLACED BETWEEN ADJUSTMENT RINGS AND BRICKS PRIOR TO PLACEMENT. 4. THE USE OF BRICKS IS PERMITTED WHERE THE BRICKS ARE STAGGERED TO CREATE A RUNNING BOND OR BOND. SEE NOTE oO PUBLIC WORKS CATCH BASIN INSTALLATION STD' PLAN - 202.00 ' �•` ' DEPARTMENT MARCH 2008 12" [13-1 LETTERING BOLTHOLES-3 PLCS EQUALLY SPACED I20° TS - APART ON 231/16' (SH-) DIA B.C. PH APAAI RENTON AHEAD OF THE CURVE DRAIN DIA PICIWOLE 11;4- P2-1 LETTERING PLAN VIEW 2S DIA I836mm1 � 1' [25-1 [1Bmm] ems. 21n' TYP COVER SECTION VIEW COVER BOTTOM VIEW (3) BLT SOC. (ALLEN HEAD) 5/6"-11 x 1.5 SS RUBBER WASHER EON BOLTING DETAIL 26 1/2' DIA [873-1 25 1/4'DIA [SO-] 1l4' (8mm) DIA 127mm] NEOPRENE GASKET 1/4• 111161 --}1 [152mm1 [&nm] [27mm1 233I6''[A CL OPEN [1e-][594mm] Ila, [3mm1 27 gine' Du ire. [691mre] pT3mm1 34118"DIA GASKET GROOVE DETAIL [867mm) NOTES FRAME SECTION VIEW ALL COVERS SHALL BE LOCKING LID PER EASTJORDAN IRON WORKS INC. No. 371701 OR APPROVED EQUAL * PUBLIC WORKS STORM ROUND FRAME AND COVER STD. PLAN - 204.50 DEPARTMENT MARCH 2008 HO SEE NOTE NOTE: ALL THROUGH CURB INLETS MUST HAVE BI-DIRECTIONTAL GRA TES 29' MIN. F TYP. y prYFr4+f Irsa,etl /fes// SEE NOTE 4 TP0 grbo bc-d \�/ (TYP.) SEE NOTE 2 ' (TYP.) pipe iia 6a L��-ju 5, t -, washed rock 4- x 4 suppul t �E - - ,IW Nbd SECTION A -A NTS '1546 ma for rla2 4]GrrLON"A. gLdHy In%,Amnt In nrd areas. }r � 2' I T gatle Iniad ndclres NOTE& 1. TN# 1rpr1GN that 10r5h1#UuG104 S4 AC 10 pEl+'d1t pprlLp#ChArt� 7egiW #rCslgn. 2. TNmanea may Da Macau no 6mar then TSU feet to one anomer. 11 DO fan along floailne) 31 TWCh Ano 9rW boo rMOSA t+d Woci. Align Iq M10. W1003 OI#II#. 4. Supporl pon spacing or. regLdred by Goll oDVllom to Eivwra grade board rmnelns L -ml. PUBLIC WOM(S 50 FOOT DISPERSION TRENCH STD. PLAN - 224.00 + + DEPARTMnNr WITH NOTCHED BOARD MARCH 2008 '7 CERTIFY THAT THE INFORMATION SHOWN HEREON WHICH WAS AS -BUILT BY D.R. S7RONG, AND MAY INCLUDE LOCATIONS, ELEVATIONS, DEPTHS, PIPE SIZES, AND AS -BUILT COMMENTS, ACCURATELY REFLECTS EXISTING FIELD CONDITIONS AS DETERMINED BY 1 CITY COMMENTS, REVIEW 1 ME OR UNDER MY DIRECT SUPERVISION ON THIS DA 7F° 111212018.- 2 CITY COMMENTS REVIEW 2 •I D.R. STRONG 3 CITY COMMENTS, REVIEW 3 CONSUL TING ENGINEERS 4 CITY COMMENTS, REVIEW 4 ENGINEERS PLANNERS SURVEYORS 5 MYLARS 620 7TH AVENUE, KIRKLAND, WA 98033 6 DRAFT AS-BUILTS O 425.827.3063 F 425.827.2423 NO. REVISION I CLEAN SURFACE AND BOTTOM AREA. PROVIDE UNIFORM CONTACT. THE SURFACE AREA OF THE BASE SECTION MUST BE GROUTED TO THE BOTTOM AREA OF THE ADJUSTMENT SECTION. FRAME AND VANED GRATE BASE SECTION NOTES 1. THE COVER OR GRATING OF A CATCH BASIN SHALL NOT BE GROUTED TO FINAL GRATE UNTIL THE FINAL ELEVATION OF THE PAVEMENT, GUTTER, DITCH, OR SIDEWALK IN WHICH IT IS TO BE PLACED HAS BEEN ESTABLISHED, AND UNTIL PERMISSION THEREAFTER IS GIVEN BY THE ENGINEER TO GROUT OR GRATING IN PLACE IN ACCORDANCE WITH STANDARD SPECIFICATION 7-05.3. 2. SHIMS SHALL NOT BE USED TO SET FRAME TO GRADE. THE USE OF SHIMS IS PROHIBITED. 3. MORTAR SHALL BE PLACED BETWEEN ADJUSTMENT RINGS AND BRICKS PRIOR TO PLACEMENT. 4. THE USE OF BRICKS IS PERMITTED WHERE THE BRICKS ARE STAGGERED TO CREATE A RUNNING BOND OR BOND. SEE NOTE oO PUBLIC WORKS CATCH BASIN INSTALLATION STD' PLAN - 202.00 ' �•` ' DEPARTMENT MARCH 2008 12" [13-1 LETTERING BOLTHOLES-3 PLCS EQUALLY SPACED I20° TS - APART ON 231/16' (SH-) DIA B.C. PH APAAI RENTON AHEAD OF THE CURVE DRAIN DIA PICIWOLE 11;4- P2-1 LETTERING PLAN VIEW 2S DIA I836mm1 � 1' [25-1 [1Bmm] ems. 21n' TYP COVER SECTION VIEW COVER BOTTOM VIEW (3) BLT SOC. (ALLEN HEAD) 5/6"-11 x 1.5 SS RUBBER WASHER EON BOLTING DETAIL 26 1/2' DIA [873-1 25 1/4'DIA [SO-] 1l4' (8mm) DIA 127mm] NEOPRENE GASKET 1/4• 111161 --}1 [152mm1 [&nm] [27mm1 233I6''[A CL OPEN [1e-][594mm] Ila, [3mm1 27 gine' Du ire. [691mre] pT3mm1 34118"DIA GASKET GROOVE DETAIL [867mm) NOTES FRAME SECTION VIEW ALL COVERS SHALL BE LOCKING LID PER EASTJORDAN IRON WORKS INC. No. 371701 OR APPROVED EQUAL * PUBLIC WORKS STORM ROUND FRAME AND COVER STD. PLAN - 204.50 DEPARTMENT MARCH 2008 HO SEE NOTE NOTE: ALL THROUGH CURB INLETS MUST HAVE BI-DIRECTIONTAL GRA TES 29' MIN. 1' MIN. 201/4' TYP. SEE NOTE 4 TP0 (TYP.) SEE NOTE 2 (TYP.) L��-ju 5, DETAIL SECTION OA CATCH BASIN 4- (WIDE SIDE) ;H BASIN TYPE 1 (WIDE SIDE) BASIN TYPE 1L FRAME SEE NOTE 1 TOP VIEW SECTION OA FRAME DETAIL NOTES 1. The asymmetry of the Combination Inlet shall be considered when Calculating the offset distance for the catch basin. See SECTION A. 2. The dimensions of the Frame and Hood may vary slightly among dif- ferent manufacturers. The Frame may have cast features intended CURB OR CURB AND GUTTER to support a grate guard. Hood units shall mount outside of the / Frame. The methods for fastening the Safety Bar / Debris Guard Rod MATCH TOPURB HOOD / to the Hood may vary. The Hood may Include casting lugs. The tap TO TOP OF CURB (TYP.) of the Hood may be cast with a pattern. HOOD 3. Attach the Hood to the frame with two 314" x 2" hex head bolts, nuts, ryrypp77 TT and oversize washers. The washers shall have diameters adequate SAF9ONARADEBPJSGUARD to assure full bearing across the slots. 20' • 24' VANED GRATE 4. When bolt -down grates are specified In the contract, provide two FRAME holes In the frame that are vertically aligned with the grate slots. Tap each hole to accept a 5/8" x - 11 NC x 2" alien head cap screw. Location of bolt -down holes varies among different manufacturers. See BOLT- DOWN DETAIL 5. Only ductile Iron Vaned Grates shall be used. 6. This plan Is Intended to show the installation details of a manufao- turgid product It Is not the Intent of this plan to show the specific ISOMETRIC VIEW details necessary to fabricate the castings shown on this drawing. Ot + � * PUBLIC WORKS OPEN CURB FACE STD. PLAN - 208.00 DEPARTMENT FRAME AND GRATE �NtO INSTALLATION DETAIL MARCH 2008 SEAL WITH AR 4000 OR APPROVED EQUAL AND DRY SAND AFTER PATCHING I 1+- 2'-0" PATCHED AREA COVER PLAN NTS OUTSIDE D,A. 2'-0' DEPTH CLASS "B" ASPHALTT TO BE BELOW BUPPER OF THE UPPER ADJUSTMENT RING OR A MINIMUM OF B" WHICHEVER IS GREATER. MORTAR JOINT(S) (3/B" MEN.) SEE J L- ADJUSTMENT RING (1" MIN.) OR NOTE 3 AND SPECIAL PROVISON BRICKS. SEE NOTE 4. 7-05.3(1). SECTION A NOTES 1. REMOVE PAVEMENT AND BASE MATERIALS FOR A DISTANCE 3 ALL JOINTS BETWEEN THE CONE, ADJUSTMENT RINGS, WHICH IS EQUAL TO THE DIAMETER OF THE FRAME PLUS FOUR BRICKS AND FRAME SHALL BE GROUTED FEET. ADJUST CASTING FRAME TO PAVEMENT SURFACE USING RISER RINGS OR CONCRETE BLOCKS PER STD. PLAN 4 ADJUSTMENT OF THE FRAME TO GRADE SHALL BE 400.1. ACCOMPLISHED WITH A COMBINATION OF ADJUSTMENT RINGS, BRICKS AND MORTAR ONLY, BRICKS SHALL BE 2. REPLACE EXCAVATED MATERIAL WITH A MINIMUM OF W OF STAGGERED TO CREATE A RUNNING BOND OR 1/2 BOND, THE CLASS "B" ASPHALT OR TO A DEPTH THAT IS 2" BELOW THE USE OF SHIMS 18 PROHIBITED. BOTTOM OF THE UPPER ADJUSTMENT RING WHICHEVER IS GREATER OR AS APPROVED BY THE ENGINEER. .. STD. PLAN -400.4 PUBLIC WORKS TYPICAL UTILITY COVER PROVED: DEPARTMENT ADJUSTMENT FOR t _,�,�,r PAVEMENT OR OVERLAY pp�r� �l�Z WNb vb 4imWtlnNr DATE RECOMMENDED FOR APPOVAL BY: Date: BY: Date: BY: Date: BY: Date: hW 03.22.16 MAJ SURVEYED: SCALE: DATE: VERTICAL: NAVD 1986 DESIGNED: MAJ 06.06.16 MAJ s�S AS NOTED HORIZONTAL: NAD 1983/1991 C T Y OF VUECREST ESTATES & VUECREST II 09.28. 1 5 hW 08,25.16 " MAI) FIELDBOOK: hw 10.21.16 hW DRAWN: YLP R E N TO N STORM DRAINAGE DETAILS PAGE: MAID 12.06.16 MAJ CHECKED: ONE INCH DATUM TUU DRAWING NO: MAJ IF FULL SCALE PIG nning/Building/Public Works Dept. C24 W h 01.04.18 MN IF NOT ONE INCH 0 APPROVED: SCALE ACCORDINGLY U15007217 / U15007232 SHEET: OF: BY DATE APPR MAJ 24 33 DRS PROJECT N0. 12102 R-389774 N M SE 1/4 SECTION 31, TOWNSHIP 23 N, RANGE 5 E, W.M. VUECRES T ESTATES & VUECRES T l/ SHORT PLAT • 1'. '.' i' i• 1 1 1 1 •4•. LEGEND r7 Ll T" \"Y' -z L111 ` / J \� 1 II c MAILBOX Q 1 , CONNECT TO EX. SSM S-2776 I S"TA. 1 +88. 6, 7 68, I I ' ' � ¢ UTILITY POLE R%1 X369.06 J / / ,' �/ �,' "�� 1 / / �j 8"1 IE lM 36#n9:�5 (S) �l W 361.89 / - II S STREET LIGHT l"��o / ,�`;. 8'I IE ,bUT§ (N) EX 361.77 I, I LIGHT POLE ,' 171 19 20 � � I / CATCH BASIN SSMH 10 / / ' I I ( I o, I i STA. 30+53.07 5.50' R "� `' SEWER MANHOLE `3 I i I ' 1 1 RIM -+APIR-1-372 64 _ - ' ii l 1 ' ' () - / /� ' `\ TELE RISER 1 , 8"IE IN E35.06 / I ; It 1 G, // ' I \I 1 -r , 8„ IE OUT-� ��(W 365.02 11 � ;' 'I/ LLJSIGN z I i , , WA TER METER -- 1+00 CT ���j 32+ 8 5 \ I P WATER VALVE I / I LLJ' D LLJ 1 I I f 362 ' \ 3- 124 L/ `��8 \� q WATER BLOW OFF ', IIi II I \ i• 20' PUBLIC %%' - '_ tip` % -_ �� FIRE HYDRANT U 11 I, I I 1 I 31 WER EASEMENT DECIDOUS TREE I � ; /Nit, (E)37U I I i I 1SMH 0 SM. 72+70.7p, 4. SMI -HERS 'r 16 \ 'I '` ` .�t OUT_ 5 W ).351 CONIFEROUS TREE 1 8.13 R TR CT 'G I' ° PROPOSED STORM DRAINAGE 871E IN 3.14(S), 363.1O(E) 1 8i' lE CUT 363.0 (Al)( B) /�� 1. % \ �• - \�,c. `\ �® PROPOSED SANITARY SEWER I Cn LLJ 15 T II PROPOSED WATER OD SEWER S TUBS VUECREST ESTATES LOT STATION F.G. IE AT MAIN END /E LENGTH SLOPE 1 0+21 370.40 x362.09 36°4-98-365.09 34.-95 34.48 9:934 8.70X 2 0+71 371.50 46�F.509 58 366.-86-366.18 37-81- 38.71 9. 9.JOX 3 0+06 J72-70 363zn&363.22 -1&F-z1T366.6 Oil F4 31.66 iml a 1d 10.90.x' 4 0+53 373.70 '63=--363.88 -368-zl&368.58 36r1 9. 28.60 1�881d 16.43.°8' 5 0+97 374.70 46436.364.52 369.96369.22 3f.-9.9. 28.26 }4.P3� 16.63.x' 6 1+5j 375.70 46-46-365.29 =F&.-2&-369.21 34-19 31.68 1fd 12.37.x' 7 0+30 376.80 466-9x366.43 -JF -39.371.19 3494 33.60 13-691d 14.17X 8 0+86 377.80 36F."j%iL367.85 :3F -_Q -3e 372.11 39:94 34.03 ie -e4 12.52.x' 9 1+15 380.00 368:31-368.55 3F436-374.61 # :2 42.88 13. 14.13X 10 0+00 387.50 -r=6-KTJ74.83 =&2-e&-381.44 z3g,:3�9 39.07 1 iz 4 16.92.E 11 1+47 383.40 4=r^T373.88 3 96-378.02 :Fi?39 27.93 !+zQ:P 14.82.x' 12 0+97 381.00 371.17 -r=5 -_Q&375.78 iiL39 27.84 13-661d 16.56.° 13 0+55 379.00 368-A4.368.84 -F-_4e-J73.32 �� 27.62 1fr.-95916.22.°8' 14 1+20 375.40 I 4649T364.83 -16=r9e-J69.49 4.0. f 9. 45.80 11:ze 10.17.`8 15 0+67 375.00 364:;-5.364.08 -169-5--368.84 46:31- 48.04 1- .55f€ 9.91X 16 0+20 375.20 4&_--4&36J.40 369:36-369.29 48.01 1335�d'12.27.°8' 17 0+14 375.20 :36& 6:3 369:36-368.82 z'3?39 26.47 1.4.,99ld 11.98X 18 0+56 377.60 36 49367.51 =7-2-Ie371.32 _933927.29 16.pfd13.96.x' 19 1+06 380.00 669.- 6,z 9.6714F+36-373.18 z"` 39 28.271 12.42X 20 0+00 1 380.00 4Fe.-6zq-370.51 4F+4e-374.02 +f499 44.98 Z80X VUECREST 11 SHORT PLAT LOT STATION F.G. IE AT MAIN END IE LENGTH SLOPE 1 0+00 408.00 399:96- 399.58 X02.54 38--1-1- 39.23 6-8_99€ 755X 2 3+39 408.00 398-_99- 398.03 -0e9.-5&402.21 34. f 6 35.26 11.8538' 3 2+82 408.00 396:-8-7- 396.54 --06Q-36`402.15 3.0-4 35.08 W, -4$9b'15 -99W 4 2+27 407.60 395. -*F- 395.12 -46_Q-�401.25 :34. If 35.29 19:-k1-%IZ37.°x' 5 1+62 405.00 393e+ 393.36 399.-58-399.05 34. f & 35.04 1.6.-6994' 16.24.°x' 6 0+98 403.20 1- 391.66 398-396.8 34. f6 35.07 1.6.-e� 14.74.°x' 7 0+42 401.00 398 86- 390.18 394-56-395.48 ✓4-I'119 34.93 13 6% 15.17X 8 0+57 397 50 =» -TT 387.78 3= *-391.08 -5 25.63 16 fi390 12.88.°x' LLJ ' I II I, 1 ' / / ,'` / (p , / >3..: \ __,^ ---- NOTES: fir°' \ _ 1. STATION IS TO NEAREST DOWNSTREAM MANHOLE 2. END IE IS AT STUB END 14 \` c ' ' i� w II '' ', , ' ' I ,' I ` TA. 13+82.70, 4.80' R (SMITHERS) \\ ' \\ UTILITY CONFLICT NOTE. TA. 40+ 9.38, 5.50' Ll TRACT " y '; - SSMH 12 , ' .� '-- - ' ` THE CONTRACTOR SHALL BE RESPONSIBLE FOR VER/FYING THE LOCATION, 1 1 1 I 374.78 \ V/ `,STA. 41+73.40, 5.50' L 8" IE IN () '''` RIMi-384.18 DIMENSION, AND DEPTH OF ALL EXISTING UTILITIES WHETHER SHOWN ON THESE /365-�s-Ej1365.68 S, ---- �'; -w- =;° , I i I I , 1 f ' i ' 8" IE OJT 365. _ (N)I 36 . ` \ \ - % � IE IN r (E)374.83 PLANS OR NOT BY POTHOLING THE UT/L/T/ES AND SURVEYING THE HORIZONTAL LLJ ' I I I I I ' I / I V F ;8" IE OUT 3- (W)374.82 AND VERTICAL LOCATION PR/OR TO CONSTRUCT/ON. TH/S SHALL INCLUDE ! CALLING UTILITY LOCATE AT 811 AND THEN POTHOLING ALL OF THE EXISTING UTILITIES AT LOCATIONS OF NEW UT/L/TY CROSSINGS TO PHYSICALLY VERIFY 6 08 ` '\\\ \ \` 41+ WHETHER OR NOT CONFLICTS EXIST. LOCATIONS OF SAID UTILITIES AS SHOWN ' © f .41 + T G' �H�� ` \ ` ON THESE PLANS ARE BASED UPON THE UNVERIFIED PUBLIC INFORMA T/ON AND '' ARE SUBJECT TO VARIATION. IF CONFLICTS SHOULD OCCUR, THE CONTRACTOR 0 (P ) \ ` `, s Aa �.4 SHALL CONSULT D.R. STRONG CONSULTING ENGINEERS, INC. TO RESOLVE ALL Q) PROBLEMS PRIOR TO PROCEEDING WITH CONSTRUCTION. /PUBLIC '' n: ; < `' � • 111 � 11 I , SEWER (1 EASEMEN T ' 1.� 0 12 N \11 101, I �Cc_ AS -BUILT fly, \\ I a' , \ , i ��N I � ~ � �� � 3g � "l CERTIFY THAT THE INFORMATION SHOWN HEREON WHICH WAS � \ IS ; ,�� I �o 'y ' `, \ `\ O. AS -BUILT BY D.R. STRONG, AND MAY INCLUDE LOCATIONS, 161 , ELEVATIONS, DEPTHS, PIPE SIZES, AND AS -BUILT COMMENTS, ADOI - - - - \ •' ACCURATELY REFLECTS EXISTING FIELD CONDITIONS AS DETERMINED BY "� \ 1 - 1 y `� ME OR UNDER MY DIRECT SUPERVISION ON THIS DA 7E' 1/12/2018. " I I 1 �� _� r 9 SSMH 3 /' V \\ ,;\ ';' --- ----meq r====--�-- _ --= I rA. 15+44.33, 10.83' R ------------- ----- r p RIM 3�ze. 0+37797----- ---- - - ° ` • \ \ \ _ - '-' - - - ------ --- ------ - --- - -- 8"' IE IN SE 369.82 y;' I ,/I --------- _____ ___ __ __ _ _ __ y = �1 8"; IE our0 <);W9§ 82 - _ - - U - ' QCT �` �' :; \ VUECR PLA T V ECR ' EST . EST 11 SHORT y . �---------------- ----- U 15007232 - lr_ , -1I-----------------�-;c--'' SSMH 8 -fl--- >-----�--------il--- - -- � , , ,' ,•' �,�. %'" :a �� - ----- �\ STA. 20+43.60, 0.40' R 1 I -------- - ----- --- --------it---- - cP /' i /' /' / - \'- n- �. RIM �975-397.00 �� - 8" lE IN 38�9r-J, 389.04 ' •------a------- ' :: 8„ lE OUT 389�rr(',�W) 388.94 Ob S - I a _ �V j�► 6 ' V 0 I - - I - � t i -:5h�1 �5 - 0 RIM '�S .7/ ,�7a9.6`8� I l -t ., f ^ - J I � i -tet / ^ j I I / r • r 8 " l �Lpi S < / ST 17x' S3. 2 / r / I l__ S7 � T• I 1 \ I& aN'T l�' 8„ IN x& -38-)3z8 I8„ IE UTe8- NI^/ 37 9---- -- ` c, ' / _ / -_�, I, \!a /\` \ /' SSMPr7- lift / _i _ _ - ir,' '.`' -.-• / _ 1. �,,-J--1 -,J ` \ \ .. ... e.•: '. - - J \/ `.. / / / / / / / , / / I I I I I / / _ - .' ;' f.S� - ' /, )`_- • , \ \ \ 1•' r^%�.... / r STA. 19+44.91, 2.34' R 394. _ � , / RIM 393-�s393!57 _ ! / - ' 8IE IN38?-#iz(NE)386.1.9 ------------ (SW B )386.0 9 II,I I l ACT` SSMH 6_0 \\ , - d ; I'. ° „� ( i (�,\) pq STA. 19+06. �r1,-2.34' R : \ I I I I , I I I I I I , I - I ',J \ �,\ J,�,/ _� - , - "Y I M `,^,\ \\,. \ 11 ' _ ' - C: _ \ ` _ �M�+1 ,,392 82 ' I � 8' 1E 8- (NE)385.03 1 -8; < OUT 3878-(W)385. 00 '\ _ I ' __ / - 398 , '` \ ' / --- ' "� / "- - - - - 400 ,' , , . , \ / .44 l / /j. 402 f_1 ,\ Call 2 Working Days Before You Dig 811 Utilities Underground Location Center (ID,MT,ND,OR,WA) W� D.R. STRONG CONSUL TING ENGINEERS ENGINEERS PLANNERS SURVEYORS 620 7TH AVENUE, KIRKLAND, WA 98033 O 425.827.3063 F 425.827.2423 1 CITY COMMENTS, REVIEW 1 2 CITY COMMENTS, REVIEW 2 3 CITY COMMENTS, REVIEW 3 4 CITY COMMENTS, REVIEW 4 5 MYLARS 12.06.161 6 DRAFT AS-BUILTS N0. 01.04.181 REVISION MAJ 03,22,16 MAJ SURVEYED: SJS MAJ 06°06'16 MAJ DESIGNED: MAJ MAJ 08,25.16 MAJ MAJ 10,21,16. MAJ DRAWN: YLP MAJ 12.06.161 MAJ CHECKED: MAJ MAJ 01.04.181 MAJ APPROVE BY DATE APPR SCALE: AS NOTED ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY 0 VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/1991 DATUM a 3 NO TES. 1. ALL TRENCH RESTORATION WITHIN THE CITY OF RENTON R.O. 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). lF THE OUTSIDE OF THE TRENCHING IS WITHIN THREE FEET (3) OF ANY ADJACENT LANE LINE, THE ENTIRE ADJACENT TRAVELED LANE AFFECTED WILL BE REPAVED. 2. REFER TO C31 FOR UTILITY CROSSINGS DA YLIGH T BASEMEN T L 0 TS NO TE. - LOIS 1-8 TO UTILIZE PRIVATE EJECTION PUMP FOR LOWER FLOOR SIDE SEWER NO TES.- 1. ES. 1. SIDE SEWER LINES SHALL BE INSTALLED A MINIMUM OF 8 FEET INTO EACH LOT. 2. MINIMUM SIDE SEWER SLOPE IS 2.007 3. 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 PRI VA TE A CCESS TRA C T NO TE. - 1. SIDE SEWER LINES SHALL BE INSTALLED A MINIMUM OF 8 FEET INTO EACH LOT. 2. MINIMUM SIDE SEWER SLOPE IS 2.00% 3. 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 L - KEY MAP SCALE: 1 "=200' SSMH 9 STA. 24+40.02, 4. RIM N 499. 9 a„ IE 25+6U� I- - !'a �I Q NORTH I GRAPHIC SCALE 2 o 0 20 40 80 'a w / • O 0 1 INCH = 40 FT. / o• � I RECOMMENDED FOR APPOVAL N BY: Date: I408 / + ; BY: Date: 410 'i I 3 BY: Date: \ 17-1 I BY: Date: C TY OF VUECREST ESTATES & VUECREST II 09.28.15 FIELDBOOK: RENTON PAGE: SEWER EXTENSION PLAN DRAWING N0: Planning/Building/Public Works Dept. C25 U15007217 / U15007232 �"__ ET OF: 25 33 DRS PROJECT NO. 12102 R-389775 S-389706 17 374 372 _14.3LF 8;, PVC SE 1/4 SECTION 31, CONNECT TO EX. SSMH 5-2776 a 5 E, W.M. STA. 10+88.66, 768' R & VUECREST l/ a RIM369.08 MAJ 08,25.16 MAJ w 8" IE IN -4& -86- S NEW 361.89 o p d 8" IE OUT 36-F- r (O -VEX EX 361.77 / z v MAJ U W M M_ -� w M 10+00 I I 2 W - - 0 D 5 o 6 r----- — 7 -- — o 3 4 O o v p 8 N Ld IN N r; �o SSMH 2 o r Q �o o STA. 13+82.70, 4.80' R (SMITHERS) "H) STA. 15+44.33, 10 3' R (%) STA. 40+09.38, 5.50' L (TRACT � Ld RIM z3578. fz3 377.9 Z� RIM 335-- 374.78 Cpm 00 I�� 8" lE IN 3 z (SE)369.87 opo �� 8" IE IN n165.7`5 (S, E) 365.68(S), 365.6 E) Ld �a0 �" 8" lE OUT (N) 369. ��o �N 8" IE OUT 36:5.66 (N) 365.55 ��h �� �aD �M 7 Qf �b ��h �b �QO �b �<C ______ U ��h �(� dao �f� 376 —370 od � Ld 374 _368- 368 D > 17 374 372 _14.3LF 8;, PVC SE 1/4 SECTION 31, TOWNSHIP 23 N, RANGE 5 E, W.M. VUECREST ESTATES & VUECREST l/ SHORT PLAT N v ° d . • gi : p 1 w ro v•' p r- - 2 1 1 SSMH 1 STA. 12+10.19, 4.80' R (SMITHERS) STA. 30+08.13, 5.79' R (TRACT "G) RIM 331-38-371.43 8" lE INz3fi3-. f-5(S,E) 363.14(S),363.1 8" lE OUT 363.9,- (N) (AB) 16 r 15 3j ° ° p p v RS VE S 13+00 --I- 0 41N, 1K 8 " I- 18" PVC 14 a � Vf 13 378 ' p• �Y low / 12+40 V -EL=, _X4 ' SURVEYED: SJS - - 06.06'16 MAJ DESIGNED: MAJ MAJ 08,25.16 MAJ MAJ 10,21.16. o p d MAJ / MAJ ma- MAJ 01.04.18 MAJ APPROVE BY DATE APPR r- -------- -- - 0 oo 5 o 6 r----- — 7 -- — o 3 4 O o 8 N r; IN N r; �o SSMH 2 o r SSMH 3 �o o STA. 13+82.70, 4.80' R (SMITHERS) "H) STA. 15+44.33, 10 3' R STA. 40+09.38, 5.50' L (TRACT � Cp RIM z3578. fz3 377.9 Z� RIM 335-- 374.78 Cpm 00 I�� 8" lE IN 3 z (SE)369.87 opo �� 8" IE IN n165.7`5 (S, E) 365.68(S), 365.6 E) N� �`� �a0 �" 8" lE OUT (N) 369. ��o �N 8" IE OUT 36:5.66 (N) 365.55 ��h �� �aD �M 7 372 �b ��h �b �QO �b �<C ______ �O �(� ��h �(� dao �f� 376 —370 od � 374 _368- 368 10+40 10+80 11+20 r Call 2 Working Days Before You Dig 811 Utilities Underground Location Center (ID,MT,ND,OR,WA) AS -BUILT 11+60 12+00 12+40 12+80 13+20 GRAPHIC SCALE 0 10 20 40 1 INCH = 20 FT. HORIZONTAL 0` 2.5 510 NORTH "I CERTIFY THAT THE INFORMATION SHOWN HEREON WHICH WAS 1 INCH = 5 FT. AS—BUILT BY D. R. STRONG, AND MAY INCLUDE LOCATIONS, VERTICAL ELEVATIONS, DEPTHS, PIPE SIZES, AND AS—BUILT COMMENTS, ACCURA TEL Y REFLECTS EXISTING FIELD COND1 TIONS AS DETERMINED BY ME OR UNDER MY DIRECT SUPERVISION ON THIS DA 7E.- 1/12/2018." 1 CITY COMMENTS, REVIEW 1 2 CITY COMMENTS REVIEW 2 •I D.R. STRONG3 CITY COMMENTS, REVIEW 3 CONSUL TING ENGINEERS 4 CITY COMMENTS, REVIEW 4 ENGINEERS PLANNERS SURVEYORS 5 MYLARS 620 7TH AVENUE, KIRKLAND, WA 98033 6 DRAFT AS—BUILTS O 425.827.3063 F 425.827.2423 N n R FV I� I n N MAJ 03,22.16 MAJ SURVEYED: SJS MAJ 06.06'16 MAJ DESIGNED: MAJ MAJ 08,25.16 MAJ MAJ 10,21.16. MAJ DRAWN: YLP MAJ 12,06.16 MAJ CHECKED: MAJ MAJ 01.04.18 MAJ APPROVE BY DATE APPR r; N oo o r1IN N O o N r; IN N r; �o oIN O o r N �o o ��o � Cp Cp Cfl Cfl Cpm 00 I�� oN �� opo �� �� N� �`� �a0 �" �N �N ��o �N �O I�r'i ��h �� �aD �M �� �� �b ��h �b �QO �b �<C ftp �O �(� ��h �(� dao �f� �N �Op I,Q6 od � 10+40 10+80 11+20 r Call 2 Working Days Before You Dig 811 Utilities Underground Location Center (ID,MT,ND,OR,WA) AS -BUILT 11+60 12+00 12+40 12+80 13+20 GRAPHIC SCALE 0 10 20 40 1 INCH = 20 FT. HORIZONTAL 0` 2.5 510 NORTH "I CERTIFY THAT THE INFORMATION SHOWN HEREON WHICH WAS 1 INCH = 5 FT. AS—BUILT BY D. R. STRONG, AND MAY INCLUDE LOCATIONS, VERTICAL ELEVATIONS, DEPTHS, PIPE SIZES, AND AS—BUILT COMMENTS, ACCURA TEL Y REFLECTS EXISTING FIELD COND1 TIONS AS DETERMINED BY ME OR UNDER MY DIRECT SUPERVISION ON THIS DA 7E.- 1/12/2018." 1 CITY COMMENTS, REVIEW 1 2 CITY COMMENTS REVIEW 2 •I D.R. STRONG3 CITY COMMENTS, REVIEW 3 CONSUL TING ENGINEERS 4 CITY COMMENTS, REVIEW 4 ENGINEERS PLANNERS SURVEYORS 5 MYLARS 620 7TH AVENUE, KIRKLAND, WA 98033 6 DRAFT AS—BUILTS O 425.827.3063 F 425.827.2423 N n R FV I� I n N MAJ 03,22.16 MAJ SURVEYED: SJS MAJ 06.06'16 MAJ DESIGNED: MAJ MAJ 08,25.16 MAJ MAJ 10,21.16. MAJ DRAWN: YLP MAJ 12,06.16 MAJ CHECKED: MAJ MAJ 01.04.18 MAJ APPROVE BY DATE APPR 13+60 14+00 VERTICAL DA TUM: NA VD 88 PER CITY OF RENTON VERTICAL CONTROL HORIZON TA DA TUM: NAD 1983/91 PER CITY OF RENTON MONUMENTS. UTILITY CROSSING NOTE: OUTILITY CROSSING, REFER TO C31 FOR DETAILS 14+40 14+80 BENCHMARK: 15+20 1. CITY OF RENTON CONTROL POINT NUMBER 1872: FOUND CONCRETE MONUMENT WITH BRASS PIN, DOWN 1.1' IN MONUMENT CASE. INTERSECTION OF S. 192ND STREET AND 99TH PLACE S. ELEVATION = 319.47 FEET. 2. CITY OF RENTON CONTROL POINT NUMBER 1227 FOUND CONCRETE MONUMENT WITH BRASS PLUG, DOWN 1.0 IN MONUMENT CASE ELEVATION = 54.78 FEET. 15+60 RECOMMENDED FOR APPOVAL BY: Date: BY: Date: BY: Date: BY: Date: SCALE: DATE: VERTICHORIZONTAL: NAD VD 19 988 83/1991 ,► VUECREST ESTATES & VUECREST II 09.28.15 AS NOTED C T Y 0 � FIELDBOOK: RENTON PAGE: �m SANITARY SEWER PLAN AND PROFILE ONE INCH DRAWING NO: AT FULL SCALE w� Planning/Building/Public Works Dept. C26 IF NOT ONE INCH SCALE ACCORDINGLY U15007217 / U15007232 SHEEP: OF: 26 33 DRS PROJECT NO. 12102 R-389776 S-389707 Lj --- ° wLd- O _ _ SSArH 4 - j STA. 16+28.01, 2 51' R RIM 48�•9B•379.68 , 8" IE IN 4 24.09 (SE)373.77 LLJ 8" IE OUT (AIW)373.67 Ld w TRACT B Ld WE SE 1/4 SECTION 37, TOWNSHIP 23 N, RANGE 5 E, W. M. VUECRES T ESTATES 8 VUECRES T l/ SHORT PIAT VUREST E TES VUECREST 11 SHORT PLA T -� 00 217 015007232 /r --- ,` ----- --------- -- - --------- ----- ------ - I ' 'r 1 'Y'' t SSMH 5 STA. 17+53.75, 2.23' R RIM 6-386.04 8" IE IN 3716.z46 (E)378.44 \\\\\ 8" IE OUT 8- ( 78.39 --- `, 1000, 1000, � , ----- TRACT 'A100, " ,�96 f 1000, ------------ ---------- "/ PSG/ SSMH 6ETA. 19+06.,31, 19+06.31, 2.34' R 4" b - o ° 100e C3 82 RIM L / 03 8 IE IN '3- (NE) 00 8" IE OUT �•z (W;) / i �- — 394 / 154 LF 8„ PVC ----------- -t SE 186TH S 19+0 8„ P CID 18+0 � 0100 / w W CD N _ SSMH 7 _ STA. 19+44.91, 2.34 R RIM T393.57 TRACT "C" — — / / 8" IE IN �z (NE) 386.19 8" IE OUT (SW)386.09 STA. 20+43.60, 0.40" R RIM 49 71. �-X397.00 8" IE IN49�9.,-,4 (E)389.04 8" IE OUT 4�99.,9-� (SW)388.94 400 390 tr-X I 1 I I 1 370 16+00 16+40 16+80 17+20 17+60 18+00 18+40 18+80 19+20 19+60 20+00 20+40 20+80 rN Call 2 Working Days Before You Dig 811 Utilities Underground Location Center (ID,MT,ND,OR,WA) D'S, CONSUL TING ENGINEERS ENGINEERS PLANNERS SURVEYORS 620 7TH AVENUE, KIRKLAND, WA 98033 O 425 827 3063 F 425 827 2423 1 I� NIS O O N1� �h ) op O^ r�^ M co O N�Z Cp O �^ Op O co1n NIS M O �O � . �►) N �h � ftp cp r7^ h co0 N "- n O ►� cp . n M ^ O O O O Oj OpOj Co Noi � �C N �.� �c�j �V ��cj �cp �Cp N �Oj �C �� �N �N rnM rn� rnM o�� ) a�� ) ash o�� o,^ �^ Q N,� M M N,ao M M M �,ao nao � nao M M N,ao nao M Sao M nao M no> M M n N,o, M no, M no, M M n �v> M nos M �o> M M ) M n no> � M It M t 16+00 16+40 16+80 17+20 17+60 18+00 18+40 18+80 19+20 19+60 20+00 20+40 20+80 rN Call 2 Working Days Before You Dig 811 Utilities Underground Location Center (ID,MT,ND,OR,WA) D'S, CONSUL TING ENGINEERS ENGINEERS PLANNERS SURVEYORS 620 7TH AVENUE, KIRKLAND, WA 98033 O 425 827 3063 F 425 827 2423 1 CIN COMMENTS, REVIEW 1 2 CIN COMMENTS, REVIEW 2 3 CIN COMMENTS. REVIEW 3 4 CIN COMMENTS. REVIEW 4 5 MYLARS 12,06.16 6 DRAFT AS—BUILTS N0. 01,04.18 REVISION MAJ 03,22.16 MAJ SURVEYED: SJS MAJ 06.06'16 MAJ DESIGNED: MAJ MAJ 08,25.16 MAJ MAJ 10,21.16. MAJ DRAWN: YLP MAJ 12,06.16 MAJ CHECKED: MAJ MAJ 01,04.18 MAJ APPROVE BY DATE APPR U VERTICAL DATUM: NAVD 88 PER CITY OF RENTON VERTICAL CONTROL HORIZON TA DA TUM: NAD 1983/91 PER CITY OF REN TON MONUMENTS. UTILITY CROSSING NOTE: OUTILITY CROSSING, REFER TO C31 FOR DETAILS BENCHMARK: 1. CITY OF REN TON CONTROL POINT NUMBER 1872: FOUND CONCRETE MONUMENT WITH BRASS PIN, DOWN 1.1' IN MONUMENT CASE. INTERSECTION OF S. 192ND STREET AND 99TH PLACE S. ELEVATION = 319.47 FEET. 2. CITY OF REN TON CONTROL POINT NUMBER 1227: FOUND CONCRETE MONUMENT WITH BRASS PLUG, DOWN 1.0 IN MONUMENT CASE ELEVATION = 54.78 FEET. AS -BUILT "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—BUIL T COMMENTS, ACCURA TEL Y REFLECTS EXISTING FIELD CONDITIONS AS DETERMINED BY ME OR UNDER MY DIRECT SUPERVISION ON THIS DATE.• 111212018.- N C:) F;Z -F H /12/2018." NORTH GRAPHIC SCALE 0 10 20 40 1 INCH = 20 FT. HORIZONTAL 0 2.5 5 10 1INCH =5FT. VERTICAL RECOMMENDED FOR APPOVAL BY: Date: BY: Date: BY: Date: BY: Date: SCALE: DATE: VERTIC988 AS NOTED HORZONTAL:NAD VD1983/1991 VUECREST ESTATES & VUECREST II 09.28.15 C T Y OF FIELDBOOK: ML R E N TO N PAGE: SANITARY SEWER PLAN AND PROFILE ONE INCH DATUM DRAWING N0: AT FULL SCALE iN'� 1�1 Planning/Building/Public Works Dept. C27 IF NOT ONE INCH SCALE ACCORDINGLY U15007217 / U15007232 [SHEET: OF: 27 33 DRS PROJECT NO. 12102 R-389777 S-389708 W z Li O SE 1/4 SECTION 31, TOWNSHIP 23 N, RANGE 5 E, W.M. VUECREST ESTATES & VUECREST l/ SHORE PLAT Cn W Q Cn W W U W VERTICAL DATUM NAVD 88 PER CITY OF RENTON VERTICAL CONTROL HORIZON TA DA TUM: NAD 1983/91 PER CITY OF RENTON MONUMENTS. UTILITY CROSSING NOTE: OUTILITY CROSSING, REFER TO C31 FOR DETAILS BENCHMARK: 1. CITY OF RENTON CONTROL POINT NUMBER 1872: FOUND CONCRETE MONUMENT WITH BRASS PIN, DOWN 1.1' IN MONUMENT CASE. INTERSECTION OF S. 192ND STREET AND 99TH PLACE S. ELEVATION = 319.47 FEET. 2. CITY OF RENTON CONTROL POINT NUMBER 1227: FOUND CONCRETE MONUMENT WITH BRASS PLUG, DOWN 1.0 IN MONUMENT CASE ELEVATION = 54.78 FEET. �-X r Call 2 Working Days Before You Dig 811 Utilities Underground Location Center (ID,MT,ND,OR,WA) 21+20 P�Tfj 22+00 PpiiSij pplgr-196 P%ffPzX1 P%�X-TX1 D.R. STRONG CONSUL TING ENGINEERS ENGINEERS PLANNERS SURVEYORS 620 7TH AVENUE, KIRKLAND, WA 98033 O 425.827.3063 F 425.827.2423 1 ICITY COMMENTS, REVIEW 1 MAJ 103.22.16 MAJ 2 CITY COMMENTS, REVIEW 2 MAJ 06.06.16 MAJ 3 CITY COMMENTS, REVIEW 3 MAJ 08.25.16 MAJ 4 CITY COMMENTS, REVIEW 4 MAJ 10.21.16 MAJ 5 MYLARS MAJ 12.06.16 j MAJ 6 DRAFT AS—BUILTS MAJ 101.04.18 MAJ N 0. 1 REVISION BY I DATE I APP R 24+00 24+40 SURVEYED: SCALE: `is VERTICAL: NAVD 1988 DESIGNED: AS NOTED HORIZONTAL: NAD 1983/1991 MAJDRAWN: YLP ONE INCH m CHECKED: AT FULL SCALE w� MXI IF NOT ONE INCH APPROVED: SCALE ACCORDINGLY MAI PIRP-Ii: '4R C TY OF RENTON Planning/Building/Public Works Dept P&IWIZiA P�YS•Ti: AS -BUILT "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. • 111212018.- GRAPHIC /12/2018.u GRAPHIC SCALE 0 10 20 40 1 INCH = 20 FT. HORIZONTAL 0 2.5 5 10 1 INCH = 5 FT VERTICAL RECOMMENDED FOR APPOVAL BY: Date: BY: Date: BY: Date: BY: Date: VUECREST ESTATES & VUECREST II PAGE: SANITARY SEWER PLAN AND PROFILE 09.28.15 xE� CSHEET: U15007217 / U15007232 s za 33 DRS PROJECT N0. 12102 R-389778 S-389709 W Q � z U C/) U /^ ' V LLJ D Ld o ry U Ld (/) LdC/) n / Ld 1r n U) Ld ry U Ld �— -1 P, 17 n 10.19, 4.80' R (SMI THERS) a. +08.13, 5.79' R (TRACT "G') X371.43 r 363.14(S),363. i 464.. z (-_rr r .40 T 363.07 (N) (AB) JIT T �I I m SE 1/4 SECTION 31, • e 5 I� VUECREST ESTATES & VUECREST I SHORT PLAT .a d / \ SSMH 10 d \ ------ - - o 2 SSMH 11 •� P, 17 n 10.19, 4.80' R (SMI THERS) a. +08.13, 5.79' R (TRACT "G') X371.43 r 363.14(S),363. i 464.. z (-_rr r .40 T 363.07 (N) (AB) JIT T �I I m SE 1/4 SECTION 31, TOWNSHIP 23 N, RANGE 5 E, W.M. VUECREST ESTATES & VUECREST l/ SHORT PLAT Fm T 4 19 20 `'o a 00 32 31+00 6, rr rr w 32 8.�5 � TRACT�G � _ � — 9d // F 30+00 30+40 30+80 31+20 VERTICAL DA TUM: NAVD 88 PER CITY OF RENTON VERTICAL CONTROL HORIZON TA DA TUM: NAD 1983/91 PER CITY OF RENTON MONUMENTS. UTILITY CROSSING NOTE: rN Call 2 Working Days Before You Dig 811 Utilities Underground Location Center (ID,MT,ND,OR,WA) OUTILITY CROSSING, REFER TO C31 FOR DETAILS D.R. STRONG CONSUL TING ENGINEERS ENGINEERS PLANNERS SURVEYORS 620 7TH AVENUE, KIRKLAND, WA 98033 O 425.827.3063 F 425.827.2423 31+60 32+00 BENCHMARK: 1. CITY OF RENTON CONTROL POINT NUMBER 1872: FOUND CONCRETE MONUMENT WITH BRASS PIN, DOWN 1.1' IN MONUMENT CASE. INTERSECTION OF S. 192ND STREET AND 99TH PLACE S. ELEVATION = 319.47 FEET. 2. CITY OF RENTON CONTROL POINT NUMBER 1227.• FOUND CONCRETE MONUMENT WITH BRASS PLUG, DOWN 1.0 IN MONUMENT CASE ELEVATION = 54.78 FEET. 1 CITY COMMENTS, REVIEW 1 2 CITY COMMENTS, REVIEW 2 3 CITY COMMENTS, REVIEW 3 4 CITY COMMENTS, REVIEW 4 5 MYLARS 6 DRAFT AS—BUILTS N0. REVISION 5 390 a A44 4 ° SSMH 2 STA. 13+82.70, 4.80' R (SMITHERS) SSMH 12 STA. 40+09.38, 5.50' L (TRACT 'H) STA. 41+73.40, 5.5 L ° I RIM 3?6-967-374.78 RIM -e6-1: X1-384.18 8" lE IN 365.68(S), 365.69(E) 6" lE IN 4'Z6.06 (E) 74 8 /E OUT 365-66 (N) 365.55 8" IE OUT 8 ()„ 14 y L .' d 13 — 41+00 166 IF TRACT rrHrr,�° & 12 390 380 370 360 �IN PVC �^ �$ �M - Sao ---- -- o �� �� d / SSMH 10 �r� �N ------ - - o STA. 30+53.07, 5.50' R SSMH 11 �tC �1� °�°cd RIM x372.64 STA. 31+75.31, 6. 3' 8" lE IN 1- (E) 365.06 RIM 374&5fr378.3 o 8" lE OU T46 0. 9; (W)365.02 6" IE IN :9 8" IE OUT (� 370 30+00 30+40 30+80 31+20 VERTICAL DA TUM: NAVD 88 PER CITY OF RENTON VERTICAL CONTROL HORIZON TA DA TUM: NAD 1983/91 PER CITY OF RENTON MONUMENTS. UTILITY CROSSING NOTE: rN Call 2 Working Days Before You Dig 811 Utilities Underground Location Center (ID,MT,ND,OR,WA) OUTILITY CROSSING, REFER TO C31 FOR DETAILS D.R. STRONG CONSUL TING ENGINEERS ENGINEERS PLANNERS SURVEYORS 620 7TH AVENUE, KIRKLAND, WA 98033 O 425.827.3063 F 425.827.2423 31+60 32+00 BENCHMARK: 1. CITY OF RENTON CONTROL POINT NUMBER 1872: FOUND CONCRETE MONUMENT WITH BRASS PIN, DOWN 1.1' IN MONUMENT CASE. INTERSECTION OF S. 192ND STREET AND 99TH PLACE S. ELEVATION = 319.47 FEET. 2. CITY OF RENTON CONTROL POINT NUMBER 1227.• FOUND CONCRETE MONUMENT WITH BRASS PLUG, DOWN 1.0 IN MONUMENT CASE ELEVATION = 54.78 FEET. 1 CITY COMMENTS, REVIEW 1 2 CITY COMMENTS, REVIEW 2 3 CITY COMMENTS, REVIEW 3 4 CITY COMMENTS, REVIEW 4 5 MYLARS 6 DRAFT AS—BUILTS N0. REVISION 5 390 a A44 4 ° SSMH 2 STA. 13+82.70, 4.80' R (SMITHERS) SSMH 12 STA. 40+09.38, 5.50' L (TRACT 'H) STA. 41+73.40, 5.5 L ° I RIM 3?6-967-374.78 RIM -e6-1: X1-384.18 8" lE IN 365.68(S), 365.69(E) 6" lE IN 4'Z6.06 (E) 74 8 /E OUT 365-66 (N) 365.55 8" IE OUT 8 ()„ 14 y L .' d 13 — 41+00 166 IF TRACT rrHrr,�° & 12 390 380 370 360 �IN NQl �^ �$ �M N� �� �� d �� �r� �N �� �►� �� o�o�j �tC �1� °�°cd mai �O 30+00 30+40 30+80 31+20 VERTICAL DA TUM: NAVD 88 PER CITY OF RENTON VERTICAL CONTROL HORIZON TA DA TUM: NAD 1983/91 PER CITY OF RENTON MONUMENTS. UTILITY CROSSING NOTE: rN Call 2 Working Days Before You Dig 811 Utilities Underground Location Center (ID,MT,ND,OR,WA) OUTILITY CROSSING, REFER TO C31 FOR DETAILS D.R. STRONG CONSUL TING ENGINEERS ENGINEERS PLANNERS SURVEYORS 620 7TH AVENUE, KIRKLAND, WA 98033 O 425.827.3063 F 425.827.2423 31+60 32+00 BENCHMARK: 1. CITY OF RENTON CONTROL POINT NUMBER 1872: FOUND CONCRETE MONUMENT WITH BRASS PIN, DOWN 1.1' IN MONUMENT CASE. INTERSECTION OF S. 192ND STREET AND 99TH PLACE S. ELEVATION = 319.47 FEET. 2. CITY OF RENTON CONTROL POINT NUMBER 1227.• FOUND CONCRETE MONUMENT WITH BRASS PLUG, DOWN 1.0 IN MONUMENT CASE ELEVATION = 54.78 FEET. 1 CITY COMMENTS, REVIEW 1 2 CITY COMMENTS, REVIEW 2 3 CITY COMMENTS, REVIEW 3 4 CITY COMMENTS, REVIEW 4 5 MYLARS 6 DRAFT AS—BUILTS N0. REVISION 5 390 a A44 4 ° SSMH 2 STA. 13+82.70, 4.80' R (SMITHERS) SSMH 12 STA. 40+09.38, 5.50' L (TRACT 'H) STA. 41+73.40, 5.5 L ° I RIM 3?6-967-374.78 RIM -e6-1: X1-384.18 8" lE IN 365.68(S), 365.69(E) 6" lE IN 4'Z6.06 (E) 74 8 /E OUT 365-66 (N) 365.55 8" IE OUT 8 ()„ 14 y L .' d 13 — 41+00 166 IF TRACT rrHrr,�° & 12 390 380 370 360 �IN NQl �^ �$ �M N� �� �� d 00 of 40+00 40+40 40+80 41+20 41+60 NORTH GRAPHIC SCALE 0 10 20 40 AS -BUILT 1 INCH = 20 FT. HORIZONTAL "I CERTIFY THAT THE INFORMATION SHOWN HEREON WHICH WAS AS—BUILT BY D.R. STRONG, AND MAY INCLUDE LOCATIONS, 0 2.5 5 10 ELEVATIONS, DEPTHS, PIPE SIZES, AND AS—BUILT COMMENTS, ACCURA TFL Y REFLECTS EXISTING FIELD CONDI T7ONS AS DETERMINED 1 INCH = 5 FT. BY ME OR UNDER MY DIRECT SUPERVISION ON THIS DA TE: VERTICAL 111212018.- MAJ /12/2018."MAJ 03.22.16 MAI SURVEYED: SCALE: siS VERTICAL: NAVD 1988 DRAWN: DESIGNED: C T Y 0 E MAJ 06.06.16 Mai AS NOTED HORIZONTAL: NAD 1983/183/1 991 MAS 08.25.16 Ma' Mai RENTON MAJ 10.21.16. Mal YLP ONE INCH N'��� MAJ 12.06.16 MAJ CHECKED AT FULL SCALE DA Planning�Building�Public Works Dept MAJ 01.04.18 MAJ IF NOT ONE INCH APPROVED: SCALE ACCORDINGLY BY DATE APPR MAJ RECOMMENDED FOR APPOVAL BY: Date: BY: Date: BY: Date: BY: Date: VUECREST ESTATES & VUECREST II �( SANITARY SEWER PLAN AND PROFILE UPJ U15007217 / U15007232 DATE: 09.28.15 FI ELDBOOK: PAGE: DRAWING NO: C29 SHEET: OF: 29 33 DRS PROJECT N0. 12102 R--qRQ77Q S-389710 W Q z U � / ^ ' U v W LLj O r/ U W V J Q (n W V J I' -n W ry U W MANHOLE FRAME AND COVER PER DRAWING 401. ADJUSTMENT RINGS (2" MIN.) SEE NOTE 6 MORTAR JOINT(S) (3/8" MIN.) SEE NOTE 5 .. 24" d• p T a R 1LF 12" A N mm •oj 4" 54" p oQ c p .D • pv ' . pa' ,a 4" MIN. TO 12" MAX, CO O z N NOTES: 1. STEPS TO BE POLYPROPYLENE SAFETY STEPS, 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, BRICKS AND CASTING SHALL BE GROUTED. 6. ADJUSTMENT OF THE CASTING TO GRADE SHALL BE ACCOMPLISHED 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 SHIMS IS PROHIBITED, 7• SANITARY SEWER MANHOLES SHALL HAVE ALL INTERIOR SURFACES, INCLUDING CHANNELING, COATED (SEALED) WITH A HIGH SOLIDS URETHANE COATING; WASSER MC-AROSHIELD OR APPROVED EQUAL; COLOR OF COATING SHALL BE WHITE. B. RUBBER GASKETED JOINTS SHALL BE IN CONFORMANCE WITH ASTM C-443. 9. CHANNEL HEIGHT SHALL BE A MINIMUM OF 3/4 THE INSIDE DIAMETER OF THE LARGEST PIPE. 10. CONNECTIONS TO MANHOLE SHALL BE MADE USING GPK ADAPTOR, KOR-N-SEAL BOOTS OR APPROVED EQUAL. 11. IN UNIMPROVED AREAS, MANHOLES SHALL EXTEND A MINIMUM OF 6" AND A MAXIMUM OF 12" ABOVE FINISHED GRADE OR MUST HAVE A MINIMUM 2' DIAMETER CONCRETE RINGS POURED AT GRADE. IN PAVED AREAS, COVER MUST SLOPE IN ALL DIRECTIONS TO MATCH PAVING. PUBLIC WORKS SANITARY MANHOLE STD. PLAN - 400.2 DEPARTMENT SHALLOW SEPTEMBER 2011 BOLTHOLES - 3 PLCS EQUALLY SPACED 120' APART ON 23 1/16' (586mm) RTA R.C. (SEF RFTATI_) COVER & FRAME PLAN VIEW 25' DIA, C635mm7� 1' 3/4' � �25Nm] C19mm] �1 1L 8 3/4' L 2 1/2' 1222mm] 164mm] TYP COVER SECTION VIEW 26 1/2' DIA C673mm] 25 1/4' DIA ] 1 1/16' 1/4' (6mm) m) DIA DIA 127mm] NEOPRENE GASKET 6' C151 mm] 5/8'-T 23 3/8' DIA CL OPEN 116mm] C594mm3 27 5/16' DIA C694mm] 34 1/8' DIA COVER BOTTOM VIEW BLT SOC. (ALLEN HEAD) 5/8'-11 X 1.5 SS RUBBER WASHER EON BOLTING DETAIL 1/4' 1 1/16' A_r [27mm] 1/8'13MMI 1CR3 GASKET GROOVE DETAIL 1867mm] NOTES: FRAME SECTION VIEW 1. ALL COVERS SHALL BE LOCKING LID PER EAST JORDAN IRON WORKS INC. No. 3717C1 OR EQUAL. 2. USE FRAME AND COVER FOR STORM (SPECIFY "DRAIN" ON COVER), SANITARY (SPECIFY "SEWER"), OR WATER (SPECIFY "WATER"). Y o STD. PLAN - 401 * PUBLIC WORKS MANHOLE FRAME AND COVER DEPARTMENT 8 DECEMBER 2008 r Call 2 Working Days Before You Dig 811 Utilities Underground Location Center (ID,MT,ND,OR,WA) AS -BUILT 7' SE 1/4 SECTION 31, I I TOWNSHIP 23 N, RANGE 5 E, W.M. VUECRES T ESTATES & VUECRES T l/ SHORT PLAT MANHOLE FRAME AND COVER SEE STD. PLAN 401 ADJUSTMENT RINGS (2" MIN.) SEE NOTE 6 MORTAR JOINT(S) (3/8' MIN.) SEE NOTE 5 CONE (ECCENTRIC) RUBBER GASKETED JOINTS IN ACCORDANCE WITH ASTM C-443 STEPS - POLYPROPYLENE STEPS SHALL BE INCLUDED CONCRETE RISER BY PIPE INC., OR APPROVED EQUAL. LADDER -POLYPROPYLENE SHALL BE ATTACHED TO MANHOLE MAX. PIPE SIZE - 'E' CONCRETE SHELF 1% .•a PRECAST BASE SECTION OR CAST IN SHELF. ,B, T yNOT TO •SCALE y 'A' 'B' 'C' 'D' 'E' 48" MH 48" 6" MIN. 5"MIN 24" MIN. 21" I.D. 54" MH 54" 8" MIN. 15.5" MIN. I 24" MIN. 24" I.D. 60" MH 60" 8" MIN. 1 6" MIN. 1 42" MIN. 1 30" I.D. NOTES: 1. STEPS TO BE POLYPROPYLENE SAFETY STEPS. 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, BRICKS AND CASTING SHALL BE GROUTED. 6. ADJUSTMENT OF THE CASTING TO GRADE SHALL BE ACCOMPLISHED WITH A COMBINATION OF ADJUSTMENT RINGS, BRICKS AND MORTAR OffiX BRICKS SHALL BE STAGGERED TO CREATE A RUNNING BOND OR 1/2 BOND, THE USE OF SHIMS IS PROHIBITED. 7. SANITARY SEWER MANHOLES SHALL HAVE ALL INTERIOR SURFACES, INCLUDING CHANNELING, COATED (SEALED) WITH A HIGH SOLIDS URETHANE COATING; WASSER MC-AROSHIELD OR APPROVED EQUAL; COLOR OF COATING SHALL BE WHITE. 8. RUBBER GASKETED JOINTS SHALL BE IN CONFORMANCE WITH ASTM C-443. 9. CHANNEL HEIGHT SHALL BE A MINIMUM OF 3/4 OF THE INSIDE DIAMETER OF THE LARGEST PIPE. 10. CONNECTIONS TO MANHOLE SHALL BE MADE USING GPK ADAPTOR, KOR-N-SEAL BOOTS OR APPROVED EQUAL. 11. IN UNIMPROVED AREAS, MANHOLES SHALL EXTEND A MINIMUM OF 6" AND A MAXIMUM OF 12" ABOVE FINISHED GRADE OR MUST HAVE A MINIMUM 2' DIAMETER CONCRETE RINGS POURED AT GRADE. IN PAVED AREAS, COVER MUST SLOPE IN ALL DIRECTIONS TO MATCH PAVING. 8� + PUBLIC WORKS STANDARD SANITARY MANHOLE STD. PLAN -400.1 DEPARTMENT F�� SEPTEMBER 2011 W (SEE NOTE 7) BEDDING MATERIAL FOR SANITARY SEWER PIPE (SEE NOTE 5) --\ FOUNDATION LEVEL � LIMITS OF PIPE ZONE V - D. OF PIPE BEDDING FOR SANITARY SEWER PIPE NOTES: 1. PROVIDE UNIFORM SUPPORT UNDER BARREL. 2. HAND TAMP UNDER HAUNCHES. 3. COMPACT BEDDING MATERIAL TO 95% MAX. DENSITY EXCEPT DIRECTLY OVER PIPE. HAND TAMP ONLY. 4. PIPE INSTALLATION SHALL BE PER SECTION 7-08 OF THE STANDARD SPECIFICATIONS. 5. PIPE ZONE MATERIAL SHALL BE PER SECTION 9-03.12(3)' OF THE STANDARD SPECIFICATIONS OR PEA GRAVEL 6. PIPE MUST BE ANCHORED IN SUCH A MANNER AS TO ENSURE FLOW LINE IS MAINTAINED. 7. TRENCH WIDTH SHALL BE PER SECTION 2-09.4 OF THE STANDARD SPECIFICATIONS. SM. PLAN - 40S ,.� PUBLIC WORKS PIPE BEDDING alb` DEPARTMENT FOR SANITARY SEWERS a DATE "I CERTIFY THAT THE INFORMATION SHOWN HEREON WHICH WAS AS -BUILT BY D.R. STRONG, AND MAY INCLUDE LOCATIONS, ELEVATIONS, DEPTHS, PIPE SIZES, AND AS -BUILT COMMENTS, ACCURATELY REFLECTS EXISTING FIELD CONDITIONS AS DETERMINED BY ME OR UNDER MY DIRECT SUPERVISION ON THIS DA TE: 1/12/2018." D.R. STRONG . CONSUL TING ENGINEERS DENGINEERS PLANNERS SURVEYORS •I 620 7TH AVENUE, KIRKLAND, WA 98033 O 425.827.3063 F 425.827.2423 1 CITY COMMENTS, REVIEW 1 2 CITY COMMENTS, REVIEW 2 3 CITY COMMENTS, REVIEW 3 4 CITY COMMENTS, REVIEW 4 5 MYLARS 12.06.16 6 DRAFT AS-BUILTS N0. jO1 <04.18 REVISION SANITARY SEWER NOTES AND SPECIFICATIONS: 1. ALL WORK AND WORK MATERIAL SHALL BE IN CONFORMANCE WITH THE STANDARDS AND SPECIFICATIONS OF THE CITY OF REN TON 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. 2. THE HOURS OF WORK IN THE STREET RIGHT OF WAY SHALL BE PER CITY SPECIFICATIONS ON WEEKDAYS UNLESS OTHERWISE APPROVED IN WRITING BY THE PLANNING/BUILDING/PUBLIC WORKS DEPARTMENT. AN APPROVED TRAFFIC CONTROL PLAN MUST BE OBTAINED PRIOR TO BEGINNING ANY WORK WITHIN PUBLIC RIGHT OF WAY. 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 DISTURBANCE. 4. A PRE -CONSTRUCTION CONFERENCE AND A 24 HOUR NOTICE SHALL BE REQUIRED PRIOR TO STARTING NEW CONSTRUCTION. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO SECURE ALL NECESSARY PERMITS PRIOR TO STARTING CONSTRUCTION. (INSPECTION WILL BE ACCOMPLISHED BY A REPRESENTATIVE OF THE CITY OF RENTON.) IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE PUBLIC WORKS INSPECTOR 24 HOURS IN ADVANCE OF BACKFILLING ALL CONSTRUCTION. 5. CONTRACTOR IS SOLELY RESPONSIBLE FOR THE MEANS, METHODS AND SEQUENCES OF CONSTRUCTION AND FOR THE SAFETY OF WORKERS AND OTHERS ON THE CONSTRUCTION SITE. 6. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO OBTAIN STREET USE AND ANY OTHER RELATED PERMITS PRIOR TO ANY CONSTRUCTION. Z PLANS APPROVED BY THE CITY OF RENTON, PUBLIC WORKS DEPARTMENT SHALL TAKE PRECEDENCE OVER ALL OTHER PLANS. 8. A COPY OF THESE APPROVED PLANS MUST BE ON THE JOB SITE WHENEVER CONSTRUCTION IS IN PROGRESS. 9. THE CONTRACTOR SHALL PROVIDE THE CITY OF RENTON WITH AN AS -BUILT DRAWING OF THE SANITARY SEWER SYSTEM, WHICH HAS BEEN STAMPED AND SIGNED BY A LICENSED PROFESSIONAL ENGINEER OR LICENSED PROFESSIONAL SURVEYOR. 10. BACKFILL SHALL BE PLACED EQUALLY ON BOTH SIDES OF THE PIPE IN LAYERS WITH A LOOSE AVERAGE DEPTH OF 6 INCHES, MAXIMUM DEPTH OF 8 INCHES, THOROUGHLY TAMPING EACH LAYER TO 95 PERCENT OF MAXIMUM DENSITY. THESE COMPACTED LAYERS MUST EXTEND FOR ONE PIPE DIAMETER ON EACH SIDE OF THE PIPE OR TO THE SIDE OF THE TRENCH. MATERIALS TO COMPLETE THE FILL OVER PIPE SHALL BE THE SAME AS DESCRIBED. 11. OPEN CUT ROAD CROSSINGS FOR UTILITY TRENCHES ON EXISTING TRAVELED ROADWAY SHALL BE BACKFILLED WITH CRUSHED ROCK AND MECHANICALLY COMPACTED UNLESS OTHERWISE APPROVED BY THE CITY OF RENTON. 12. DATUM FOR VERTICAL CONTROL SHALL BE NORTH AMERICAN VERTICAL DATUM 1988 METERS, AND FOR HORIZONTAL CONTROL SHALL BE NORTH AMERICAN DATUM 1983/1991 METERS UNLESS OTHERWISE APPROVED BY THE CITY OF RENTON PUBLIC WORKS DEPARTMENT. REFERENCE BENCHMARK AND ELEVATIONS ARE NOTED ON THE PLANS. 13. ALL DISTURBED AREAS SHALL BE SEEDED AND MULCHED OR OTHERWISE STABILIZED TO THE SATISFACTION OF THE DEPARTMENT FOR THE PREVENTION OF ON-SITE EROSION AFTER THE COMPLETION OF CONSTRUCTION. 14. ALL PIPE AND APPURTENANCES SHALL BE LAID ON A PROPERLY PREPARED FOUNDATION IN ACCORDANCE WITH THE 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. THIS SHALL INCLUDE NECESSARY LEVELING OF THE TRENCH BOTTOM OR THE TOP OF THE FOUNDATION MATERIAL, AS WELL AS PLACEMENT AND COMPACTION OF REQUIRED BEDDING MATERIAL, TO UNIFORM GRADE SO THAT THE ENTIRE LENGTH OF THE PIPE WILL BE SUPPORTED ON A UNIFORMLY DENSE, UNYIELDING BASE. PIPE BEDDING SHALL BE PEA GRAVEL 6 INCHES ABOVE AND BELOW THE PIPE. 15. SANITARY SEWER PIPE SHALL BE POLYVINYL CHLORIDE (PVC) RUBBER GASKETED ASTM D 3034, SDR 35, OR DUCTILE IRON CLASS 50, UNLESS OTHERWISE APPROVED BY THE WASTEWATER UTILITY. 16. IN UNIMPROVED AREAS, MANHOLE TO EXTEND MINIMUM 6 INCHES AND MAXIMUM 12 INCHES ABOVE FINISHED GRADE OR MUST HAVE MINIMUM 2' DIAMETER CONCRETE RING POURED AT GRADE. IN PAVED AREA, COVER MUST SLOPE IN ALL DIRECTIONS TO MATCH PAVING. EX. SEWER MAIN 03.22.16 MAJ SURVEYED: sJs MAJ PROPERTY UNE - - - - - - - - ,-SPOOL (LENGTH AS NEEDED) DESIGNED: MAJ MAJ 08.25.16 MAJ MAJ 10.21.16. MN I MAJ 12.06.16 tb CHECKED: MAJ 6" SEWER STUBE jO1 <04.18 1 FUTURE 4" SIDE SEWER BY DATE APPR D`C\ --------� I // ` 2"x 4" STUD MARKING POST PAINTED SEWER MAIN TEE X 5" TEE 6" CAP• WHITE NTH THE WORD "SEWER" STENCILED ( IN 3" HIGH BLACK LETTERS AND MI6 WARE z WRAPPED AROUND THE STUD AND EXTENDED TO THE TOP OF THE STUD. COUPLING (TYP) 3 I I 1 8"X6'X6' SURFACE CLEANOUT WITH CAST IRON RING AND COVER (EAST JORDAN IRON WORKS PRODUCT NO. 00367502 OR APPROVED EQUAL, SPECIFY "SEWER" ON UD), I (SEE STD. PLAN 403.1 FOR INSTALLATION) -------------------T-J--------- N EAGLE THREADED CLEAN-OUT ADAPTER HUB BEND AS & PLUG (OR APPROVED EQUAL) REQUIRED EXISTING SANITARY _3 SEWER MAIN OX IN. E \ ` FUTURE 4" SIDE SEWER ��\ -W' SEWER STUB B"X6"X6' WYE FUTURE 6"x 4" REDUCER SEWER MAIN SIZE X 6" TEE ACCEPTABLE PROCEDURES FOR SIDE SEWER CONNECTIONS TO EXISTING SEVER MAIN A. VITRIFIED CLAY MAIN - CUT IN A NEW PVC "TEE' USING "STRONG -BACK" FLEXIBLE COUPLINGS (FERNCO OR APPROVED EQUAL). B. CONCRETE MAIN - CUT IN A NEW PVC "TEE" USING "STRONG -BACK" FLEXIBLE COUPLINGS (FERNCO OR APPROVED EQUAL). C. PVC & C900 PVC MAIN - CUT IN NEW TEE USING RIGID COUPLINGS OR CORE -DRILLED WITH A ROMAC SADDLE (OR APPROVED EQUAL). D. DUCTILE IRON MAIN - CORE -DRILLED WITH A ROMAC SADDLE (OR APPROVED EQUAL) E. MANHOLE CONNECTION - ALL CONNECTIONS TO MANHOLES SHALL BE AT MANUFACTURED KNOCK -OUTS OR THE STRUCTURE SHALL BE CORE -DRILLED. 3000 PSI MIX "� G CONCRETE / /' BLOCKING �! M� 25 �p1�,� /' G� -2S MIN SLOPE rxv�6„ TEE 1 HORIZONTAL 6" MIN. SEWER SEWER MAIN MAIN CON .R 8 OdCIN • AN F OF TEE AT MAIN BETWEEN 25' AND 45' TYPIDAI SIDE SEVER NOTE: UNLESS OTHERWISE SHOWN ON PLAN, SIDE SEWER SHALL HAVE A MINIMUM 2.5' COVER AT PROPERTY LINE OR 3 -5 - LOWER THAN THE LOWEST HOUSE ELEVATION, WHICHEVER IS LOWER, STANDARD SIDE SEWER STD. PLAN -406.1 PUBUC WORKS INSTALLATION AP7 VED, 7 , ' DEPARTMENT , Q (SEWER MAIN TO PROPERTY LINE) M. a , MAJ 03.22.16 MAJ SURVEYED: sJs MAJ 06.06'16 MAJ DESIGNED: MAJ MAJ 08.25.16 MAJ MAJ 10.21.16. MN DRAWN: YLP MAJ 12.06.16 MAJ CHECKED: MAJ MAJ jO1 <04.18 MAJ APPROVE BY DATE APPR SCALE: AS NOTED ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY RECESSED Not to Scale aLIFT POCKET FRAME 3/4" LETTERING "SEWER" SEWER (2) BOLT SOC. (ALLEN HEAD) 5/8" - 11 X 1.5 STAINLESS STEL a REF. PART #00981177 16" T 8" CLASS „B" to -t z" / ASPHALT CAST IRON RING AND COVER 45' (1/8) BEND 45- (1/8) BEND SAND OR EXPANDABLE FOAM PIPE MATERIAL AS SPECIFIED BY THE ENGINEER NOTES: 1, e" AND 6" CLEAN-OUT RINGS AND COVERS ON SEWER MAINS SHALL BE EAST JORDAN IRON WORKS, INC. No. 3698 (PRODUCT NO. 00369803) OR APPROVED EQUAL CLEAN OUT SHALL BE A WATER TIGHT ASSEMBLY. 2. IN UNIMPROVED AREAS, POUR A 1'-0" THICK, 2`-0" SQUARE CONCRETE, CLASS 3000, PAD AROUND THE RING AND COVER, VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/1991 DATUM STD. PLAN - 403.1 PUBLIC WORKS I 8" OR 6" CLEANOUT DEPARTMENT FOR SANITARY SEWER MAIN C TY OF VUECREST ESTATES & VUECREST II �� SEWER NOTES AND DETAILS 09.28.15 FIELDBOOK: R E N TO N PAGE: 'amu DRAWING N0: Planning/Building/Public Works Dept. a C30 U15007217 / U15007232 SHEET OF: 30 33 DRS PROJECT NO. 12102 R-389780 S-389711 w Q z ~ v U7 w W ry ry U w U) LdQ U7 W U7 W ry U Ld > QL Q N Cb 0 1 3 5 7 I � I Q) W I QI U_ r�r^ vJ I 13' 13' f TRACT 'A" STORM DRAINAGE r Call 2 Working Days Before You Dig 811 Utilities Underground Location Center (ID,MT,ND,OR,WA) i 17 16 15 14 PRI VA TE ACCESS 19 TRACT rH" I._ PRI VA TE ACCESS PROVIDE SIGN R9-1 "SIDEWALK CLOSED iHEAD, CROSS HERE" is 13 12 11 AREA TO BE MOUNTED ON CHA/NLINK FENCE (T1P.) TRACT "B" SENSITIVE AREA/NGPA 9 IMAM 1/1UN YMUM 1J 1U 1U LA WITH IPAVEMENT MARKERS ON A 147' RADIUS 20 '?ACT "F SI TI VE AREA/NGPA 10 VUECREST ES TA TES 015007217 TRACT "D" SENSITIVE AREA/NGPA Pavement Marling Details 15' 20'145 ADDPTDD RAILROAD CROSSING MARKING 1AY CITY OF RENTON STANDARD PLANS LST DATE: 1 -Aug 90 DWG NAME: EM,03 Sp' -PAGE: H008 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. VUECREST 11 SHORT PLA T 015007232 WITH PAVEMENT MARKERS ON A 50' RAD/US 100, �i STA. 15+48.57 TO STA. 20+51.22 STRIPE 4" FOGL/NE, 2 FEET FROM !� CURB FLOWLINE AT LOCA 77ON OF TRACT 'A " GUARDRAIL SENSITIVE AREA/NGPA loe 8' LANDSCAPE •�: — o ! / EASEMENT ---- _ — — TRACT "C" TREE RETENTION YELLOW CENTERLINE BUTTONS AT CURVES PER STRIPE 4" FOGLINE 2 FEET FROM COR PLAN H001 (IYP), CURB FLOWLINE AT LOCA770N OF SEE DEETT AIL, 1NlS SHEET GUARDRAIL D.R. STRONG CONSUL TING ENGINEERS ENGINEERS PLANNERS SURVEYORS 620 7TH AVENUE, KIRKLAND, WA 98033 O 425.827.3063 F 425.827.2423 1 CITY COMMENTS, REVIEW 1 2 CITY COMMENTS, REVIEW 2 3 CITY COMMENTS, REVIEW 3 ¢ CITY COMMENTS, REVIEW 4 5 MYLARS 6 DRAFT AS–BUILTS N 0. REVISION w W 7 MAJ 03,22,16 MAJ SURVEYED: SJS MAJ 06.06'16 MAJ DESIGNED: MAJ MAJ 08.25.16 MAJ MAJ 10.21.16. MXI DRAWN: YLP MAJ 12.06.16 MAJ CHECKED: MAJ MAJ 01.04.18 MAJ APPROVE BY DATE APPR MUTCD SIGN R7 -2A (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); 50' SEPARA TION BETWEEN SIGNS 4" FOGLINE AT I EXTRUDED CURB SE 186TH ST. CENTER LINES r ® e e � • • � • • � � � � � • • • r �4w 4" YELLOW TYPE 'I' 0LINE MARKERS DOABLE YELLOW CENTER LINE 4" YELLOW TYPE 'lid' LINE MARKERS (REEL.) ' 15' 4" YELLOW TYPE ' I' LINE DARKER$ SINGLE SKIP YELL : ,r :E .TE LINE 4" YELLOW TYPE 'lid' LINE MARKERS (REEL,) . # 9' � 15' — Y ;} 12, �l" YELLOW TY E 'Ili' LINE MARKERS (REFL.) 4" YELLOW TYPE 'I' LINE MARKERS ® • 6 • • • .•VBER OF 2 -WAY LEFT TURN ARROWS (TYP.) SPEED LIMIT 25 MPH ----- 200' O.G. SPEED LIMIT 30-33 MPH -- 250' O.C. SPEED LIMIT 40-45 MPH -- 300' O.C. Lj — — — — — — — — — — ---- 16" — 16" WIDE STOP BAR PER STANDARD PLAN H008 STOP 57 PER MU CD R1-1 TO BE B NDED TO STREETLIGHT POLE 6 5 4 3 2 1 VI -1A NRT.17ATIG }I R1cRIL9 TIFTA11- ADOPTED MY ar PXr,73 7 • '• mr MI: a+Poi D -WG. hb"E: H001 sl' I -.,,.E H,," AS -BUILT "I CERTIFY THAT THE INFORMATION SHOWN HEREON \ WHICH WAS AS–BUILT BY D.R. S7RONG, AND MAY INCLUDE LOCA TIONS, ELEVATIONS, DEPTHS, PIPE SIZES, AND AS–BUILT COMMENTS, ACCURA TEL Y REFLECTS _ EXISTING FIELD CONDITIONS AS .� DETERMINED BY ME OR UNDER (� MY DIRECT SUPERVISION ON 7HL,S DATE: 1/12/2018. " ;a \ U RAMP I � r NORTH a� W,} GRAPHIC SCALE Q 020 40 80 II Q _mmil N I 1 INCH = 40 FT. i o RECOMMENDED FOR APPOVAL BY: Date: BY: Date: BY: Date: BY: Date: SCALE: VERTICDATE- HORIZONTAL: NAD 19 1988 83/1991 ,► VUECREST ESTATES & VUECREST II 09.28.15 AS NOTED �. C T Y OF FIELDBOOK: R E \ TO \ PAGE: w'� CHANNELIZATION AND SIGNAGE PLAN ONE INCH I�N'tt�� DRAWING NO: AT FULL SCALE Planning/Building/Public Works Dept. C31 IF NOT ONE INCH SCALE ACCORDINGLY U15007217 / U15007232--- SHEEP: OF: 31 33 DRS PROJECT NO. 12102 R-387981 T-389712 W z W 0 ry Ld ry U W w U7 Ld ry U Ld SE i/a VUECRES T ESTATES & VUECRES T {{ SHORT PLAT SECTION 3l, TOWNSHIP 23 N, RANGE 5 E, W.M. D.R. STRONG CONSUL TING ENGINEERS ENGINEERS PLANNERS SURVEYORS 620 7TH AVENUE, KIRKLAND, WA 98033 0 425.827.3063 F 425.827.2423 1 CITY COMMENTS, REVIEW 1 M&I 103.22.16 MAJ SURVEYED: SJs 2 CITY COMMENTS, REVIEW 2 MAJ 06.06.16 MXI DESIGNED: 3 CITY COMMENTS, REVIEW 3 MAJ 08.25.16 MAJ MAJ 4 CITY COMMENTS, REVIEW 4 MAJ 10.21.16 MAJ DRAWN: YLP 5 MYLARS 3 MAJ 12.06.16 MAJ CHECKED: 6 DRAFT AS-BUILTS I MAJ 101.04.18 MAJ MAJ APPROVE N0. SD REVISION BY DATE 771 APPR UTILITY CROSSING TABLE C UT BOTTOM OF PIPE TOP OF PIPE CLEARANCE FT FG 1 SD 366.10 369.44 SS 362.70 3.40 2 SD 366.17 369.42 WA 364.67 1.50 3 SD 366.29 371.46 SS 363.73 2.56 4 SD J67.49 371.43 WA 366.47 1.02 5 WA 365.90 371.56 SS 364.32 1.58 6 WA 370.70 374.98 SS 367.08 3.62 7 SD 368.13 375.16 SS 366.62 1.51 8 SD 369.29 375.09 WA 370.95 1.66 9 SD 372.05 377.60 SS 369.79 2.26 10 SD 373.80 377.60 WA J72.74 1.06 11 SD 405.82 407.64 WA 404.32 1.50 F12-7 SD 238.81 24J.5T77771 EX. SD 239.88 1.07 NOTE: 8" WATER MAIN REQUIRES 3 FOOT MINIMUM COVER. VUECREST II SHORT PLA T 015007232 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 COND1710NS AS DETERMINED BY ME OR UNDER MY DIRECT SUPERWS10N ON THIS DA TE: 111212018.- SCALE: /12/2018." SCALE: VERTICAL: 1988 C T Y 0 E AS NOTED HORIZONTAL: NADAD 1 1983/183/1 991 t RENTON ONE INCH A AT FULL SCALE Planning/Building/Public Works Dept IF NOT ONE INCH SCALE ACCORDINGLY NORTH GRAPHIC SCALE 0 20 40 80 1 INCH = 40 FT. RECOMMENDED FOR APPOVAL BY: Date: BY: Date: BY: Date: BY: Date: VUECREST ESTATES & VUECREST II PAGE: COMPOSITE UTILITY PLAN 09.28.15 C32 U15007217 / U15007232 SHEET OF: 32 33 DRS PROJECT No. 12102 R-387982 W-389701 S-389712 DRS PROJECT N0. 12102 R-387983 W-389702 S-389713 D W B 0 C 8 w U as < Q w Q m LLULN U DATE DATE LED PEDESTRIAN LUMINAIRE AND DECORATIVE POLE --- PVC CONDUIT (SEE WIRING SCHEDULE) p--ALp WAS TYPE 1 JUNCTION BOX WITH O°E ® CONCRETE PAD �� Z� ND17THWEST. ® SERVICE CABINET < TRA FF/C EXPEF2 TS o,��,�F 30251 WIRE NOTE Fs cST 11410 NE 124th St., #590, Kirkland, WA 98034 s�ONAL 0 CONSTRUCTION NOTE Phone: 425.522.4118 Fax: 425.522.4311 �Z••�b Ar M Qo-7nc (O (O a J M ]L= O t3 X J V Z K Z O - O ~O N W z O Q2 Q 0 < g/•� LL t� O J a Q N Ld/ Q LL U Q W Ld Z > o (D Q z W V) --•-I V / Ld LL! m U % Ld D w -N Q N a. rT , 0 In o o i E-4 l� W J �l V a \ C M c 1ij C v a t3 X J V Z K Z O - O ~O N AWT " i I Aii (4) OVAL SLOTS l U I D IRE AND POLE .ACCEPTING I'r36'r4' RELATED PARTS SHALL BE FACTORY DALVA LIED STEL PRIMED AND POWDER COATEp:- ANCHOR BOLTS Qg; RAL 90MIX ',ET SLAW 9' BASE PLATE DETAIL ritESTICE SERIES (CY1714) LED POST -TOP LUMINAIRE (WATTAGE 24, 8 - P5 BARS, PER PLANS 4,00614 CGT. 120-27N - EVENLY $PACEI# UNIVERSAL DRIVER. AlT11 VS3AR f CON601 UNLESS -_ RIBBED ACRYLIC LENS) BY CYCLONE. STATED OTHERWISE ON CENTER CONDUIT (OR APPROVED EQUAL). DRIVER - - ' SHALL. BE INTEGRAL TO THE IN FOUNDATION •' %TURIE BOLT CIRCLE (DIA PER BASE. PLATE DETAIL, ANC.m BOLT - THIS SHEET) J4 HOOPS 0 12' FOUNDATION SECTION Y CONDUIT UNLESS GROUND POLE TO STATED O1t1ERWM ON FOUNDATION PLANS . S/4' CHAMFER (1Y0) � t•i .n V-6' MLN BELOW GROUND. FOR STREET LIGHT 2•-0" MIN UNDER STANDARD DECAL, PAVEMENT NUMBERING BE TAIL, REFER TO CITY OF EXTEN6 THE emi7 RENTON Sic PLAN f21 6" MIN BEYOND FOUNDATION OR THE CONTROLLED DENSITY it BAMILL z s 14'-0' FLUTED SHAPE, a DIAMETER, N HOOPS 0 fir - STRAIGHT ALUMINUM POLE (POf6-14-Bc4fi-RpL9005TX-1N831 8 - %i BARS, BY CYCLOtK (OR APPROVED EQUAL) EVENLY SPACED c i3 1 c. 3" MN.. BOLT r PROJECTION INSTALL GROUT. 24' PROVIDE 1/2' DIA DRAM TUBE THRCUGH GROUT. - FOUNDA110N DETAIL 7/8- .DIA HOLE 1/4' STEEL PLATE 2',5' HANDHaE - BOLT CIRCLE (DIA PER BASE PLATE DECORATIVEALUMINUM "CLAMSHELL __ DETAA., TroS' 4" BASE COVER BO46 BY CYCLONE (OF APPROVW 9Wa) POLE BASE DETAIL ANCHOR' BOLT TEMPLATE DETAIL M SEE PGLE BASE IOP OF_E4S DAI.(Ni . DETAIL. THIS - - SHEET _ ANCHOR BOLT, 4. TOTAL, . . - 3/4' DIA (TYP) 16' OrAM T R j. - BaSE GDVER 3/4' HEX NUTS. STEEL (b' HEOD PER ANCHOR BOLT).- - FLAT WASHERS (6 KVO, PER - - FOR 'FOUNDATIO KlitRS. ANCHOR BOLT ASSEMBLY DETAIL SEE THIS SHEET - POLE ELEVATION FOUNDATION DETAILS NEIGHBORHOOD STREET STD. PLAN — 116.1 PUBLIC 'WORKS + � f DEPARTMENT PEDESTRIAN LUMINAIRE PROVE dzk FIXTURE AND POLE DETAILS Da INSTALL DECAL NUMBERS VERTICALLY. INSTALL IN DRY WEATHER, 50' F OR ABOVE. T NUMBERING 2 EXAMPLES 3 4 C LED TYPE 5 6 7 WATTAGE CURB MOUNTING HEIGHT AFP 15 FEET 9! 45' TRAFFIC ~LOW PLAN VIEW 1-3/4" TO 2" 2" TO 2-7/8- 2-1/2" TO 3" DECAL: REFLECTORIZED GOTHIC GOLD OR WHITE LEGEND ON BLACK BACKGROUND ' PUBLIC WORKS STREET LIGHT STANDARD PLAN 121 �O+ DEPARTMENT DECAL NUMBERING SYSTEM Prxo ED:� i YATY, NL V I EMBANKMEM I .. :> WIDENING :.: !�i I I .. SL PE 2H: IV (MAX) i 'v<obbm UNDISTURBED SOIL am 'i RECOMMENDED SLOPE211 (Inffl-) ORF TEMPORARY SLOPE OR SNORE AS REQUIRED LIG,fr STANDARD FOUNDATION I METAL FORM FOR LIGHT L - - - FOUNDATION ;^ CONCRETE CLASS 4tgOP STANDARD FOUNDATION I t OVER -EXCAVATED AREA SHALL BE BACKFILLED N... r WITH CONTROLLED -DENSITY FILL (CDF), OR WITH - ' I COMPACTED BORROW IN ACCORDANCE WITH CONCRETE CLASS 4000P i fl' STANDARD SPECIFICATION 11140.7(T) - .. - - _. 81 i LIMITS TI STRUCTURE - - ' EXCAVATION - 3-(r', UNDISTURBED SOL - ,•-P 1 3-V DVM. .. _ - , _ BY IMDISTURBEDSOIL BY- ASmBUILTS (CASEA SHOWN) (CASEA SHOWN) m METHOD 1 METHOD 2 ,I CHECKED FOR COMPLIANCE METAL NO SUBSURFACE FORM _ _ _ _ - I CERTIFY THAT THE INFORMATION SHOWN HEREON WHICH WAS AS -BUILT BY D.R. TO CITY STANDARDS This option is °zed only when the existing soil in the hole will When the existing evil will net retain a vertical face, oYar excavate STRONG AND MAY INCLUDE LOCATIONS, ELEVATIONS, DEPTHS PIPE SIZES AND AS - remain standing and the cement concrete can be placed with the foundation area and install a 36" (in) diameter corrugated metal cut ingthe sturbe to collapse. Concrete shall be Kizt directly _ S* (in) form. The below any portio Foft shall foundation nd that Bla° - - - - -BUILT COMMENTS, ACCURATELY REFLECTS EXISTING FIELD CONDITIONS AS DETERMINED against undisturbed sol. a (os d p n fi below any portion of the foundation Thal will remain all ZECp- - _ - - _ - ��a�Br�s�+ •' �.. - DATE exposed upon final grading. Continue forming b full height using a b OT [r;g rj. - - - - - .. .. - - ��GGJJ V ' f - - - Auger the hole for the foundation. Use a paper or cardboard loan paper or cardboard form to achieve a smooth finish on final exposed v � BY ME OR UNDER MY DIRECT SUPERVISION ON THIS DATE: 1/12/2018." - - - to achieve a smooth finish on the final exposed cement concrete. cement concrete. Support the form as necessary to remain plumb. As iT Support the form as necessary W remain Plumb. — - . - - - - - DATE See Standard Plans J-28.24 and J-28.28 for maximum heights - - See Standard Plans J-28.24 and J-28.28 for maximum heights of exposed foundation when no embankment widening is to beof exposed foundation when no embankment widening is to be - Installed. DATE installed. Plowthe concrete foundation. fs10NAL "'L - - - - - - - - - - - - Place the concrete foundation. Alta- Zeideurv•I, Sichard - - concrete has cured, remove the paper a cardboard ,�, )w 10 201410.38 AM i After poer concrete has cured, remove the paper or cardboard .. i0rrrl Pontin. form portion. STEEL LIGHT STANDARD anc ll with handard Specification or compacted dborrow ina«ord- FOUNDATION TYPESA B B - - - - - - - - - - - - - Construct the embankment widening (U required). ante wilt) Standard Specification 8.20.3(ZJ. Construct the embankmentwidening (if required). STANDARD PLAN J-28.30-03 O FA`S SHEET 2 OF 2 SHEETS V/w1 - - N APPROVED FOR PUBLICATION CONSTRUCTION METHODS - N Z /VORTHWEST T-389715 TRA FF/NG EXPEI F TS o 302x, G/ST ERS' G� 11410 NE 124th St., #590, Kirkland, WA 98034 SS/oN L lb Phone: 425.522.4118 Fax: 425.522.4311 - �Z W z O 2 3 D Y w U < t� J a Q (D W (D Q c0 m % w a. O J O W _J Q W � Z Z O O In 1— LTJ 0 Z O Li O t� (n 0 0 Q 0 z AWT " i I Aii (4) OVAL SLOTS l U I D IRE AND POLE .ACCEPTING I'r36'r4' RELATED PARTS SHALL BE FACTORY DALVA LIED STEL PRIMED AND POWDER COATEp:- ANCHOR BOLTS Qg; RAL 90MIX ',ET SLAW 9' BASE PLATE DETAIL ritESTICE SERIES (CY1714) LED POST -TOP LUMINAIRE (WATTAGE 24, 8 - P5 BARS, PER PLANS 4,00614 CGT. 120-27N - EVENLY $PACEI# UNIVERSAL DRIVER. AlT11 VS3AR f CON601 UNLESS -_ RIBBED ACRYLIC LENS) BY CYCLONE. STATED OTHERWISE ON CENTER CONDUIT (OR APPROVED EQUAL). DRIVER - - ' SHALL. BE INTEGRAL TO THE IN FOUNDATION •' %TURIE BOLT CIRCLE (DIA PER BASE. PLATE DETAIL, ANC.m BOLT - THIS SHEET) J4 HOOPS 0 12' FOUNDATION SECTION Y CONDUIT UNLESS GROUND POLE TO STATED O1t1ERWM ON FOUNDATION PLANS . S/4' CHAMFER (1Y0) � t•i .n V-6' MLN BELOW GROUND. FOR STREET LIGHT 2•-0" MIN UNDER STANDARD DECAL, PAVEMENT NUMBERING BE TAIL, REFER TO CITY OF EXTEN6 THE emi7 RENTON Sic PLAN f21 6" MIN BEYOND FOUNDATION OR THE CONTROLLED DENSITY it BAMILL z s 14'-0' FLUTED SHAPE, a DIAMETER, N HOOPS 0 fir - STRAIGHT ALUMINUM POLE (POf6-14-Bc4fi-RpL9005TX-1N831 8 - %i BARS, BY CYCLOtK (OR APPROVED EQUAL) EVENLY SPACED c i3 1 c. 3" MN.. BOLT r PROJECTION INSTALL GROUT. 24' PROVIDE 1/2' DIA DRAM TUBE THRCUGH GROUT. - FOUNDA110N DETAIL 7/8- .DIA HOLE 1/4' STEEL PLATE 2',5' HANDHaE - BOLT CIRCLE (DIA PER BASE PLATE DECORATIVEALUMINUM "CLAMSHELL __ DETAA., TroS' 4" BASE COVER BO46 BY CYCLONE (OF APPROVW 9Wa) POLE BASE DETAIL ANCHOR' BOLT TEMPLATE DETAIL M SEE PGLE BASE IOP OF_E4S DAI.(Ni . DETAIL. THIS - - SHEET _ ANCHOR BOLT, 4. TOTAL, . . - 3/4' DIA (TYP) 16' OrAM T R j. - BaSE GDVER 3/4' HEX NUTS. STEEL (b' HEOD PER ANCHOR BOLT).- - FLAT WASHERS (6 KVO, PER - - FOR 'FOUNDATIO KlitRS. ANCHOR BOLT ASSEMBLY DETAIL SEE THIS SHEET - POLE ELEVATION FOUNDATION DETAILS NEIGHBORHOOD STREET STD. PLAN — 116.1 PUBLIC 'WORKS + � f DEPARTMENT PEDESTRIAN LUMINAIRE PROVE dzk FIXTURE AND POLE DETAILS Da INSTALL DECAL NUMBERS VERTICALLY. INSTALL IN DRY WEATHER, 50' F OR ABOVE. T NUMBERING 2 EXAMPLES 3 4 C LED TYPE 5 6 7 WATTAGE CURB MOUNTING HEIGHT AFP 15 FEET 9! 45' TRAFFIC ~LOW PLAN VIEW 1-3/4" TO 2" 2" TO 2-7/8- 2-1/2" TO 3" DECAL: REFLECTORIZED GOTHIC GOLD OR WHITE LEGEND ON BLACK BACKGROUND ' PUBLIC WORKS STREET LIGHT STANDARD PLAN 121 �O+ DEPARTMENT DECAL NUMBERING SYSTEM Prxo ED:� i YATY, NL V I EMBANKMEM I .. :> WIDENING :.: !�i I I .. SL PE 2H: IV (MAX) i 'v<obbm UNDISTURBED SOIL am 'i RECOMMENDED SLOPE211 (Inffl-) ORF TEMPORARY SLOPE OR SNORE AS REQUIRED LIG,fr STANDARD FOUNDATION I METAL FORM FOR LIGHT L - - - FOUNDATION ;^ CONCRETE CLASS 4tgOP STANDARD FOUNDATION I t OVER -EXCAVATED AREA SHALL BE BACKFILLED N... r WITH CONTROLLED -DENSITY FILL (CDF), OR WITH - ' I COMPACTED BORROW IN ACCORDANCE WITH CONCRETE CLASS 4000P i fl' STANDARD SPECIFICATION 11140.7(T) - .. - - _. 81 i LIMITS TI STRUCTURE - - ' EXCAVATION - 3-(r', UNDISTURBED SOL - ,•-P 1 3-V DVM. .. _ - , _ BY IMDISTURBEDSOIL BY- ASmBUILTS (CASEA SHOWN) (CASEA SHOWN) m METHOD 1 METHOD 2 ,I CHECKED FOR COMPLIANCE METAL NO SUBSURFACE FORM _ _ _ _ - I CERTIFY THAT THE INFORMATION SHOWN HEREON WHICH WAS AS -BUILT BY D.R. TO CITY STANDARDS This option is °zed only when the existing soil in the hole will When the existing evil will net retain a vertical face, oYar excavate STRONG AND MAY INCLUDE LOCATIONS, ELEVATIONS, DEPTHS PIPE SIZES AND AS - remain standing and the cement concrete can be placed with the foundation area and install a 36" (in) diameter corrugated metal cut ingthe sturbe to collapse. Concrete shall be Kizt directly _ S* (in) form. The below any portio Foft shall foundation nd that Bla° - - - - -BUILT COMMENTS, ACCURATELY REFLECTS EXISTING FIELD CONDITIONS AS DETERMINED against undisturbed sol. a (os d p n fi below any portion of the foundation Thal will remain all ZECp- - _ - - _ - ��a�Br�s�+ •' �.. - DATE exposed upon final grading. Continue forming b full height using a b OT [r;g rj. - - - - - .. .. - - ��GGJJ V ' f - - - Auger the hole for the foundation. Use a paper or cardboard loan paper or cardboard form to achieve a smooth finish on final exposed v � BY ME OR UNDER MY DIRECT SUPERVISION ON THIS DATE: 1/12/2018." - - - to achieve a smooth finish on the final exposed cement concrete. cement concrete. Support the form as necessary to remain plumb. As iT Support the form as necessary W remain Plumb. — - . - - - - - DATE See Standard Plans J-28.24 and J-28.28 for maximum heights - - See Standard Plans J-28.24 and J-28.28 for maximum heights of exposed foundation when no embankment widening is to beof exposed foundation when no embankment widening is to be - Installed. DATE installed. Plowthe concrete foundation. fs10NAL "'L - - - - - - - - - - - - Place the concrete foundation. Alta- Zeideurv•I, Sichard - - concrete has cured, remove the paper a cardboard ,�, )w 10 201410.38 AM i After poer concrete has cured, remove the paper or cardboard .. i0rrrl Pontin. form portion. STEEL LIGHT STANDARD anc ll with handard Specification or compacted dborrow ina«ord- FOUNDATION TYPESA B B - - - - - - - - - - - - - Construct the embankment widening (U required). ante wilt) Standard Specification 8.20.3(ZJ. Construct the embankmentwidening (if required). STANDARD PLAN J-28.30-03 O FA`S SHEET 2 OF 2 SHEETS V/w1 - - N APPROVED FOR PUBLICATION CONSTRUCTION METHODS - N Z /VORTHWEST T-389715 TRA FF/NG EXPEI F TS o 302x, G/ST ERS' G� 11410 NE 124th St., #590, Kirkland, WA 98034 SS/oN L lb Phone: 425.522.4118 Fax: 425.522.4311 - �Z r- 04 ;� WAS i o 03 J to /NORTHWEST a ��o EPDXY FILL EPDXY FILL � TRA FF/C EXPERTS g - _ FSS G, 11410 NE 124th St., #590, Kirkland, WA 98034 ONAI ab CONDUIT ENTR. AREA S� INLINE SPLICE Phone: 425.522.4118 Fax: 425.522.4311 p WYE SPLICE o.o 4. SPLICE KIT , - -t PLAN ME .. LUMINAIRE WIRES WILL BE A CONTINUOUS RUN s _ SIZE TO FIT SIZE TO FIT FROM FUSE HOLDER i0 FIXTURE WITH W NO SPLICES. CABINET CABINET A/ Q GROUND ROD - - _ 6• 6 I' -O" .. U r -Grade Level A .d W FUSE KITS WICK DISCONNECT TO LUMINAIRE _ N Z 3 AMP IN LINE FUSE KITS LUMINAIRE HARES WILL BE 2 ` p S.E.C. OR EQUAL w • - / AWG IN A JACKETED CAB REFER TO WS00T LOCKING LID STANDARD 4'11 GREEN INSULATED PARE - DUTY JUNCTION BOX TYPES 1 & 2 TO FIXTURE GROUND LUG - FRONT MEW SIDE MEWe 'SYANDARO PLAN J -40.10 -OJ Qo Z GROUND LUG - - A. 1/4". MHJMAl1M ' DRAIN HOLE STREET LIGHT CONTACTOR FOUNDATION - - SPLICE KITS CLEAR EPDXY 2' MIN. GROUT TOP OF CONCRETE FOUNDATION TO STREET KITS ON ALL THRU WARE RUNS UNDER POLE BASE BE LEVEC:WITH TOP OF SIDEWALK, 1 4" CONCRETE PAO OBER CURBa DIAMETER = 7/8" _ - Q Ld 2 IN. /B BARE COPPER ,.Y�i II (I I - _ GROUND WIRE II II I ^ _ 7 /Q n _ - _ - ' ^ GROUND II II j�--`F C, _ Shim to plumb Shim to plumb V) U CLAMP - ASmBUILTS See Note 3 See Note 3 - - W A` hO.per +� µ bar c "I CERTIFY THAT THE INFORMATION SHOWN HEREON WHICH WAS AS -BUILT BY D.R. LOAD LINE o �4 bar oath corner c /4 bar oath tamer WIREW/GREEN INSULATION 2" PVC CONDUIT II II f � FROM SERVICE CABINET SYSTEM II / FUSE / 2 - LIGHTING SYSTEM � `� � - - 'I 4" � 4»... _ � _ -� � -- STRONG, AND MAY INCLUDE LOCATIONS, ELEVATIONS, DEPTHS, PIPE SIZES, AND AS - VARIES TO CONTACTOR I 6' MIN r to 2• 6• MIN -BUILT COMMENTS (SIZED AS REO'0.) CONCRETE - fl - ff - 3/A• diameter plastic drain 3/11" d'rometer pbsGc drab - ACCURATELY REFLECTS EXISTING FIELD CONDITIONS AS - FouNDnnoN 3• SO. OR DIA. 1 /8 O 1/8)) DETERMINED BY ME OR UNDER MY DIRECT SUPERVISION ON THIS DATE: 1/12/2018. 5/8"x11' COPPE(2 CLAD SIDE MEW SIDE VIEW GROUND ROD CUTTING RINGS 1 -60 Cab+ z depth Cabinet depth IZ - - - NOTA ----- L EQUIPMENT GROUND WIRE &BARE WIRE SHALL 8E $ J4 bar each r r4 bar each RECOMMENDED Y SECURELY FASTENED TO THE GROUND LUG INSIDE THE s comer s comer Q O POLE HANDHOLE. ALL BONDING & GROUNDING CONNECTIONS s C + A4 hoope + R4 Nowa FOR APPROVAL SHALL REMAIN ACCESSIBLE FOR INSPECTION AND FUSE K I T MAINTENANCE. S 8 Vm � 2 IF THE FIXTURE MANUFACTURER HAS MADE PROVISION FOR BY �...� THE ATTACHMENT OF A GROUND WIRE A GREEN INSULATED ' W WIRE OF THE SAME SIZE SHALL BE RUN FROM THE FIXTURE PLAN MEw PLAN MEw BY TO THE GROUND LUG INSIDE THE POLE HANDHOLE. IF THE T \ N PAD MOUNT PAD MOUNT FIXTURE MANUFACTURER HAS A GROUND LUG A8 GREEN INSULATED WIRE SHALL BE RUN FROM THE FIXTURE g CONTROLLER CABINET FOUNDATION BATTERY BACKUP SYSTEM (BBS) FOUNDATION BY — GROUND LUG TO THE POLE GROUND LUG. FUSE KIT & SPLICE KIT DETAILS'`' For NOTES see Std. Plan 126.2 CHECKED FOR COMPLIANCE m M. PLAN — 119 PUBLIC WORKS TYPICAL LIGHTING APPROV>?Db �'`" s'rn. PLAN — 126.1 TO CITY STANDARDS oY DEPARTMENT UNDERGROUND SYSTEM - + • ; PUBLIC WORKS CABINET FOUNDATION DETAILS P ROVE ' 0 �._u I. a C Y DEPARTMENT c ... � )c)�+ ADOPTED`' �1 . DATE / 3 d / 7 c :��� _ - - :- - - _ — V CITY OF RENTONedDATE IL Standard plans �`N LST DATE: 11/5/96 _ DATE Ob CM DATE REVISION BY APPR' DWG. NAME: JR -12 SP PAGE: J013 x� U Z _ ! NZo STREET LIGHTING CONTACTOR CABINET 0 o <Z r WIRING SCHEMATIC TYPE III SERVICE 120/240 VOLT O C) .e 3 DO 100 A MAIN BREAKER (MIN.) �$ � Z 2 POLE 240 VOLT 8 STREET LIGHT POLE z O O JUNCTION BOX o z 8 0 PLAN VIEW m a ~ §4 BRANCH BREAKERS E Owl. i OL" 120/240 VOLT W a ev TEST ErW O N SWITCH 16 POLE L-1 w o� a w�& 2 DOW a e I I B Q 4" DEEP A TERMINAL B C xg o 0 0-0 �m BLOCK MIS 0-0 m u �W Y17711_ �l 0 'U B >t g A UTILITY A Pr.- I° i, j� Wit]' A PLUG (G I) u x m� awl A STREET LIGHTING a _ .I„ T.t ti` a a B CONTACTORS SIDE VIEW sa#<m xa o ac� r J • . e' _ Z D a• .. j' 1--i L®� W CIRCUIT WIRES TO LIGHTING RUNS LIGHTING STANDARD &JUNCTION BOX I W I A PHOTO -CELL TO GROUND ry N 0 I m Z Pa MOUNTED ON ROD PLAN VIEW t I p NEAREST .LUMINAIRE -- — --' r I.X.I I . <4 X.