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X x X z U D LL n CONDITIONS OF APPROVAL: THE PROPOSED PRELIMINARY PLAT AS DESCRIBED IN THIS DECISION IS CONSISTENT WITH ALL APPLICABLE REVIEW CRITERIA AS OUTLINED ABOVE AND /S THEREFORE APPROVED, SUBJECT TO THE FOLLOWING CONDITIONS: 1. THE APPLICANT SHALL COMPLY W TH MI TIGA TION MEASURES ISSUED AS PART OF THE MI TIGA TED DETERM/NA TION OF NON -SIGNIFICANCE FOR THE PROPOSAL. 2. ALL PROPOSED STREET NAMES SHALL BE APPROVED BY THE CITY AND ALL STREET NAME SIGNS SHALL BE INSTALLED PRIOR TO FINAL PLAT APPROVAL. 3. ALL LOT CORNERS AT INTERSECTIONS OF DEDICATED PUBLIC RIGHTS -OF- WA Y, EXCEPT ALLEYS, SHALL HAVE MINIMUM RADIUS OF FIFTEEN FEET (15'). 4. SIDE SEWER LINES SHALL BE INSTALLED EIGHT FEET (8) INTO EACH LOT IF SANITARY SEWER MAINS ARE AVAILABLE, OR PROVIDED W TH THE SUBDIVISION DEVELOPMENT. 5. ALL UTILITIES DESIGNED TO SERVE THE SUBDIVISION SHALL BE PLACED UNDERGROUND. ANY UTILITIES INSTALLED IN THE PARKING STRIP SHALL BE PLACED IN SUCH A MANNER AND DEPTH TO PERMIT THE PLANTING OF TREES. THOSE U TIL I TIES TO BE L OCA TED BENEATH PAVED SURFACES SHALL BE INSTALLED, INCLUDING ALL SERVICE CONNECTIONS, AS APPROVED BY THE DEPARTMENT OF PUBLIC WORKS. SUCH INSTALLATION SHALL BE COMPLETED AND APPROVED PRIOR TO THE APPLICATION OF ANY SURFACE MATERIAL. EASEMENTS MAY BE REQUIRED FOR THE MAINTENANCE AND OPERATION OF UTILITIES AS SPECIFIED BY THE DEPARTMENT OF PUBLIC WORKS 6. ANY CABLE TV CONDUITS SHALL BE UNDERGROUNDED AT THE SAME 77ME AS OTHER BASIC UTILITIES ARE INSTALLED TO SERVE EACH LOT. CONDUIT FOR SERVICE CONNECTIONS SHALL BE LAID TO EACH LOT LINE BY APPLICANT AS TO OB WA TE THE NECES51 TY FOR DISTURBING THE STREET AREA, INCLUDING SIDEWALKS, OR ALLEY IMPROVEMENTS WHEN SUCH SERVICE CONNECTIONS ARE EXTENDED TO SERVE ANY BUILDING. THE COST OF TRENCHING, CONDUIT, PEDESTALS AND/OR VAULTS AND LATERALS AS WELL AS EASEMENTS THEREFORE REQUIRED TO BRING SERVICE TO THE DEVELOPMENT SHALL BE BORNE BY THE DEVELOPER AND/OR LAND OWNER. THE APPLICANT SHALL BE RESPONSIBLE ONLY FOR CONDUIT TO SERVE HIS DEVELOPMENT. CONDUIT ENDS SHALL BE ELBOWED TO FINAL GROUND ELEVATION AND CAPPED. THE CABLE TV COMPANY SHALL PROVIDE MAPS AND SPECIFICA 77ONS TO THE APPLICANT AND SHALL INSPECT THE CONDUIT AND CERTIFY TO THE CITY THAT IT IS PROPERLY INSTALLED. 7. THE APPLICANT SHALL COMPLY W TH THE MONUMENT AND SURVEY REQUIREMENTS OF RMC 4-7-210. 8. THE APPLICANT SHALL SUBMIT AN ARBORIST REPORT DEMONSTRATING TO THE SA 77SFACTION OF CITY STAFF THAT THE PROPOSED VAULT CONSTRUCTION WILL NOT ADVERSELY AFFECT TREES ON ADJOINING PROPERTY. 9. THE APPLICANT SHALL OBTAIN A DEMOLITION PERMIT AND COMPLETE ALL REQUIRED INSPECTIONS FOR THE REMOVAL OF THE EXISTING SINGLE FAMILY RESIDENCE, DETACHED GARAGE AND BARN PRIOR TO FINAL PLAT RECORDING. 10. UPON THE EXTENSION AND COMPLETION OF THE PUBLIC ROAD FROM NE 16TH STREET THROUGH TO SR 900, THE FUTURE OWVERS OF LOT 5 do 6 MAY RELINQUISH THE COMBINED 3,562 SQUARE FEET OF TEMPORARY CUL-DE-SAC EASEMENT, PENDING INSTALLATION OF COMPLETE FRONTAGE IMPROVEMENTS /N THE RIGHT -OF- WA Y AND APPROVAL BY THE Cl TY OF RENTON. PRIOR TO RECORDING, THE APPLICANT SHALL INCLUDE SIMILAR LANGUAGE ON THE FACE OF THE PLAT. 11. THE APPLICANT SHALL PROVIDE TWO (2) TREES W THIN THE REAR YARDS OF LOTS 4, 5, 10, 11, 12, AND 13 AND ONE (1) TREE WTHIN THE 10 -FOOT LOT LANDSCAPING ALONG STREET FRONTAGE OF LOT 6. A FINAL DETAILED LANDSCAPE PLAN SHALL BE SUBMITTED TO AND APPROVED BY THE CURRENT PLANNING PROJECT MANAGER PRIOR TO CONSTRUCTION PERMIT ISSUANCE. 12. THE CUL-DE-SAC SHALL BE CONSTRUCTED TO PUBLIC STREET STANDARDS, IN AND OUT OF THE DEDICATED PUBLIC RIGHT -OF- WA Y. 13. A STREET LIGHTING PLAN SHALL BE SUBMITTED AT THE TIME OF CONSTRUCTION PERMIT REVIEW FOR REVIEW AND APPROVAL BY THE CITY'S PLAN REVIEWER. 14. THE APPLICANT SHALL CREA TE A HOME OWNERS ASSOCIA TION ('HOA ) THA T MAINTAINS ALL LANDSCAPING IMPROVEMENTS IN TRACT 'A" ALL MAINTENANCE AND REPAIRS OF THE TEMPORARY ACCESS EASEMENT FOR THE CUL-DE-SAC TURNAROUND AND ANY AND ALL OTHER COMMON IMPROVEMENTS A DRAFT OF THE HOA DOCUMENTS SHALL BE SUBMITTED TO AND APPROVED BY THE CITY OF RENTON PROJECT MANAGER AND THE CITY ATTORNEY PRIOR TO FINAL PLAT RECORDING. SUCH DOCUMENT SHALL BE RECORDED CONCURRENTLY WIN THE FINAL PLA T. 15. ANY PROPOSAL TO CON VER T THE STORMWA TER VA UL T W THIN TRA CT 'A " TO A STORMWA TER DETENTION POND SHALL BE CONSIDERED A MAJOR PLAT AMENDMENT SUBJECT TO THE REQUIREMENTS OUTLINED UNDER RMC 4- 7- 080M. 2. 16. THE APPLICANT SHALL BE REQUIRED TO OBTAIN A TEMPORARY CONSTRUCRON EASEMENT FOR ALL WORK CONDUCTED OUTSIDE OF THE APPLICANT'S PROPERTY. THE TEMPORARY CONSTRUCT70N EASEMENT SHALL BE SUBMITTED TO THE CITY PRIOR TO ANY PERMITS BEING ISSUED OR DEMONSTRATE THAT OFFSI7E TREES CAN BE SAVED DURING CONSTRUCTION. NORTH GRAPHIC SCALE 0 50 100 200 1 INCH = 100 FT. r � Call 2 Working Days Before You Dig 811 Utilities Underground Location Center (ID,MT,ND,OR,WA) �g A.Jx � v AS NAL A•\�� SE 1/4 SECTION 3, TOWNSHIP 23 N, RANGE 5 E, W.M. MA ER TINS RANCH Fr. Al nFC/`R/P7/nA1• I ' Q J. PROPERTY AREA = 177,682E SQUARE FEET (4.0790± ACRES). 4. ALL DISTANCES ARE /N FEET. / \ I_________ / ( I i i 5. THIS IS A FIELD TRAVERSE SURVEY. A LEICA FIVE SECOND COMBINED ELECTRONIC TOTAL STATION WAS USED TO MEASURE THE ANGULAR AND DISTANCE RELATIONSHIPS BETWEEN THE CONTROLLING MONUMENTA TION AS SHOWN. CLOSURE RATIOS OF 8 ' THE TRAVERSE MET OR EXCEEDED THOSE SPECIFIED IN WAC 332-130-090. ALL MEASURING INSTRUMENTS AND EQUIPMENT � J I I ARE MAINTAINED IN ADJUSTMENT ACCORDING TO MANUFACTURER'S SPECIFICATIONS. I-----, : ........ . ---- 6. UTILITIES OTHER THAN THOSE SHOWN MAY EXIST ON THIS SITE. ONLY THOSE UTIL177ES KITH EVIDENCE OF THEIR INSTALLATION VISIBLE AT GROUND SURFACE ARE SHOWN HEREON. UNDERGROUND UTILITY LOCATIONS SHOWN ARE \ / ( i % i APPROXIMATE ONLY UNDERGROUND CONNECTIONS ARE SHOWN AS STRAIGHT LINES BETWEEN SURFACE UTILITY LOCATIONS \ \ i 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 \ ��\ r------- 2 I � � , RECORDS \Q I ;: ! ' '' ' '': 7. SECTION 3-23-5 SUBDI VISION PER REF. 5. \ �2\ I I I 16 ��, I TITLE RESTRICTIONS: \. \ \........ �� I - THIS SI IF IS SUBJECT TO: -- 1. CONDITIONS, NOTES EASEMENTS PROVISIONS AND OR ENCROACHMENTS CONTAINED OR DELIN/A TED ON THE FACE OF 5 I SURVEY RECORDED UNDER RECORDING N0. 8106169002. \ \ \ I ( I 2. CONDITIONS, NOTES EASEMENTS,PROVISIONS AND/OR ENCROACHMENTS CONTAINED OR DELIN/ATED ON THE FACE OF SURVEY RECORDED UNDER RECORDING NO. 20000908900007. \ \ I J. RESERVATIONS AND EXCEP770NS CONTAINED IN DEED FROM NORTHERN PACIFIC RAILROAD COMPANY, RECORDED UNDER AUDITORS FILE NO. 342932. THIS IS NOT PLOTTABLE. I I \ I 4. AN EASEMENT, INCLUDING TERMS AND PROVISIONS CONTAINED THEREIN, RECORDED UNDER RECORDING NO. 4934627. THIS I IS NOT PLOTTABLE. I \ \ I 5. AN EASEMENT, INCLUDING TERMS AND PROVISIONS CONTAINED THERIN, RECORDED UNDER RECORDING NO. 6261949. 6. TERMS AND CONDITIONS OF INGRESS, EGRESS AND UTILITIES EASEMENT OVER ADJOINING PROPERTY RECORDED UNDER \ \I RECORDING NO. 7609140487 7. THE TERMS AND PROVISIONS CONTAINED IN THE DOCUMENT ENTITLED "DECLARATIONS OF CONDITIONS, COVENANTS AND RESTRICTIONS REGARDING FORMATION OF A UTILITY LOCAL IMPROVMENT DISTRICT'; RECORDED UNDER RECORDING NO. I I 8402170372. THIS IS NOT PLOTTABLE. I 8. THE TERMS AND PROVISIONS CONTAINED IN THE DOCUMENT ENTITLED "AGREEMENT FOR TEMPORARY WATER SERVICE'; RECORDED UNDER RECORDING NO. 8604040747. 9. EASEMENT, INCLUDING TERMS AND PROVISIONS CONTAINED HEREIN, RECORDED UNDER RECORDING NO. 20051201000097. 10. MEMORANDUM OF AGREEMENT AND THE TERMS AND CONDITIONS THEREOF, RECORDED UNDER RECORDING NO. 20050621002061. THIS IS NOT PLOTTABLE. 11. EASEMENT AGREEMENT AND THE TERMS AND CONDI TIONS THEREOF, RECORDED UNDER RECORDING NO. 20060808001642. Ir' I I I I ► I I - EASEMENT, INCLUDINGT � I i I I I I � I � 12 E TERMS AND PROVISIONS CONTAINED THEREIN, RECORDED UNDER RECORDING N0. 20060914001333. \ J - - - - - - - - 13. EASEMENT, INCLUDING TERMS AND CONDITIONS CONTAINED THEREIN, RECORDED UNDER RECORDING N0. 20140306000025. l l i PA ACEL N • REFERE CES. A PARCEL KEY MAP HOLDINGS LLC SCALE. • 1 /NCH = 300 FT. 1 D.R. STRONG CONSUL TING ENGINEERS ENGINEERS PLANNERS SURVEYORS 620 - 7TH AVENUE, KIRKLAND, WA 98033 N 0 . 0 425.827.3063 F 425.827.2423 1. RECORD OF SURVEY, RECORDED UNDER RECORDING NO. 8106169002. RECORDS OF KING COUNTY, WASHINGTON. 2. RECORD OF SURVEY, RECORDED UNDER RECORDING NO. 20000908900007. RECORDS OF KING COUNTY, WASHINGTON. 3. RECORD OF SURVEY, RECORDED UNDER RECORDING NO. 8106229014. 4. THE WNDSTONE DIVISION 4. SHORT PLAT, RECORDED IN VOL. 225 OF PLATS, PAGES 91-93. RECORDS OF KING COUNTY, WASHINGTON. 5. THE PLAT OF WNDSTONE DI VISION 5. RECORDED IN VOL. 262 OF PLATS, PAGE 55. RECORDS OF KING COUNTY, WASHINGTON. 6. THE PLAT OF STONE RIDGE, RECORDED IN VOL. 230 OF PLATS, PAGES 61-65. RECORDS OF KING COUNTY, WASHINGTON. Z THE PLAT OF SUMMERW/ND DIVISION NO. 5. RECORDED IN VOL. 154 OF PLATS, PAGES 68-74. RECORDS OF KING COUNTY, WASHINGTON. PROJEC T CON TA C TS: APPLICANT / OWNER ................ PNW HOLDINGS, LLC .................................................. 9675 SE 36TH STREET, SUI7E 105 .................................................. MERCER ISLAND, WASHINGTON 4 SIN T N G 0 980 D .................................................. (206) 588-1147 .................................................. CONTACT. JUSTIN LAGERS .................................................. JUSTINiWNWHOLD/NGS CDM Cl WL ENG/NEER.......................... D.R. STRONG CONSUL TING ENGINEERS, INC. .................................................. 620 7TH A VENUE .................................................. KIRKLAND, WASHINGTON 98033 .................................................. (425) 827-.3063 .................................................. CONTACT- MAHER A. JOUDI, P.E. .................................................. MAHER. JOUDI WRS TRONG. COM SURVEYOR ................................. D.R. STRONG CONSULTING ENGINEERS, INC. .................................................. 620 7TH A VENUE .................................................. KIRKLAND, WASHINGTON 98033 .................................................. (425) 827- 3063 .................................................. CONTACT- STEPHEN J. SCHREI, P.L. S .................................................. STEVE. SCHREIWRSTRONG. COM STRUCTURAL ENGINEERS ............ KOSN/K ENGINEERING, PC ...................................................10511 19 TH A VE SE ................................................... EVERETT, WA. 98208 ................................................... (425) 357-9600 ................................................... CONTACT- DAN KOSN/K, SE GEOTECHNICAL ENGINEER .......... EARTH SOL U TIONS NW, LLC ...................................................1805 - 136TH PLACE NE, SUITE' 201 ...................................................BELLEVVE, WA 98005 ................................................... (425) 449-4704 ................................................... CONTACT- STEPHEN H. A VRIL, STAFF GEOLOGIST TRAFFIC CONSULTANT ................ TRAFFEX, NORTHWEST TRAFFIC EXPERTS ..................................................11410 NE 1247H ST 1590 ................................................... KIRKLAND, WA 98034 ................................................... (425) 522-4118 ...................................................CONTACT- LARRY D. HOBBS, P.E. ................................................... LARRYONWTRAFFEX. CDM LANDSCAPE ARCHITECT ............. VARLEY VARLEY VARLEY ..................................................12743 NE 1707H LANE .................................................. WOODIN MLLE, WA. 98072 ..................................................(425) 466-9430 .................................................. CONTACT: JEFF VARLEY ECOLOGIST ................................. SEWALL WEILAND CON UL N S, INC. ................................................. PO BOX. 880 .................................................. FALL CITY, WA 98024 .................................................. (253) 859-0515 ........................................... CONTACT. ED SEWALL, SENIOR WETLANDS .................................................. ECOLOGIST PWS ,212 .................................................. ESE WALL ®SE WALL WC. COM ARBORIST ................................... GREENFOREST, INC. ..................................................4547 SOUTH LUCILE STREET .................................................. SEA TILE, WA 98118 .................................................. (206) 723-0656 .................................................. CONTACT: FA VFRO GREENFOREST, M.S. .................................................. GREENFORESTINCiM/NDSPR/NG. COM SHEET INDEX: C1 OF 20 COVER SHEET II -- \- L . \ PARCEL A: THE NORTH 677.44 FEET OF THE WEST 1/2 OF THE WEST 1/2 OF THE SOUTHEAST 1/4 OF THE SOUTHEAST 1/4 OF SECTION --- __ - NE _ - i 3 TOWNSHIP 23 NORTH RANGE 5 EAST W.M. IN KING COUNTY WASHINGTON; EXCEPT THE WEST 130 FEET OF PORTION LYIN 0 G .16TH �ST� _ ' . . �: SOUTH OF A LINE 339.5 FEET SOUTH OF THE NORTH LINE; EXCEPT THAT PORTION OF SAID NORTH 677.44 FEET LYING SOUTH C5 OF 20 OF THE FOLLOWING DESCRIBED LINE. BEGINNING AT THE INTERSECTION OF THE SOUTH LINE OF THE NORTH 677.44 FEET WIN C6 OF 20 THE EAST LINE OF THE WEST 1/2 OF THE WEST 1/2 OF THE SOUTHEAST 1/4 OF THE SOUTHEAST 1/4 OF SAID SECTION 3; -- - -------- THENCE NORTH 87 DEGREES, 49 MINUTES AND 08 SECONDS WEST ALONG SAID SOUTH LINE A DISTANCE OF 89.01 FEET TO r I THE BEGINNING OF SAID LINE; THENCE NORTH 67 DEGREES, 07 MINUTES, 57 SECONDS WEST A DISTANCE OF 119.88 FEET TO r I i I %3 INTERSECTION OF THE EAST LINE OF THE WEST 130 FEET OF THE SOUTHEAST 1/4 OF THE SOUTHEAST 1/4 OF SAID SECTION I i i i 3, SAID INTERSECTION BEING TERMINUS OF LINE; EXCEPT PORTION, IF ANY, CONVEYED TO JAMES L. DIXON, ET UX, BY DEEDS ...... ,: ; I RECORDED UNDER RECORDERS NOS 6468344 AND 7207120398. ---- DETENTION VA UL T SEC77ONS & DETAILS I I , V PARCEL B: 2 I A NON- EXCLUSI VE EASEMENT FOR INGRESS AND EGRESS AS CREA TED BY INSTRUMENT RECORDED AS RECORDING NUMBER ' I ' �2 7609140487. TAX PARCEL NUMBER: 032305902101 -------� I-------� �' SUR VEYOR'IS NO TES C17 OF 20 1. ALL 77TLE INFORMATION SHOWN ON THIS MAP HAS BEEN EXTRACTED FROM FIRST AMERICAN TITLE INSURANCE COMPANY 3 I . . I i % i i COMMITMENT ORDER NO. 4243-2332813 DATED OCTOBER 08, 2014. IN PREPARING THIS MAP, D.R. STRONG CONSULTING ' I ' ENGINEERS INC. HAS CONDUCTED NO INDEPENDENT 77TLE SEARCH NOR IS D.R. STRONG CONSULTING ENGINEERS INC. AWARE OF C20 OF 20 ANY TITLE ISSUES AFFECTING THE SURVEYED PROPERTY OTHER THAN THOSE SHOWN ON THE MAP AND DISCLOSED BY 1 I i REFERENCED FIRST AMERICAN TITLE INSURANCE COMPANY COMMITMENT D.R. STRONG CONSULTING ENGINEERS INC. HAS RELIED WHOLLY ON FIRST AMERICAN TITLE COMPANY REPRESEN TA TIONS OF THE TITLE'S CONDI TION TO PREPARE THIS SURVEY AND 4 THEREFORE D.R. STRONG CONSULTING ENGINEERS INC. QUALIFIES THE MAP'S ACCURACY AND COMPLETENESS TO THAT EXTENT. 10 I LANDSCAPE PLAN `-__ i -- 2. THIS SURVEY REPRESENTS VISIBLE PHYSICAL IMPROVEMENT CONDI TIONS EXIS77NG ON OCTOBER 27, 2014. ALL SURVEY 1 1 --------- ' 1 ' CON TROL INDICA TED AS "FOUND " WAS RECO VERED FOR THIS PROJEC T IN OC TOBER, 2014. 1 i------------ I ' Q J. PROPERTY AREA = 177,682E SQUARE FEET (4.0790± ACRES). 4. ALL DISTANCES ARE /N FEET. / \ I_________ / ( I i i 5. THIS IS A FIELD TRAVERSE SURVEY. A LEICA FIVE SECOND COMBINED ELECTRONIC TOTAL STATION WAS USED TO MEASURE THE ANGULAR AND DISTANCE RELATIONSHIPS BETWEEN THE CONTROLLING MONUMENTA TION AS SHOWN. CLOSURE RATIOS OF 8 ' THE TRAVERSE MET OR EXCEEDED THOSE SPECIFIED IN WAC 332-130-090. ALL MEASURING INSTRUMENTS AND EQUIPMENT � J I I ARE MAINTAINED IN ADJUSTMENT ACCORDING TO MANUFACTURER'S SPECIFICATIONS. I-----, : ........ . ---- 6. UTILITIES OTHER THAN THOSE SHOWN MAY EXIST ON THIS SITE. ONLY THOSE UTIL177ES KITH EVIDENCE OF THEIR INSTALLATION VISIBLE AT GROUND SURFACE ARE SHOWN HEREON. UNDERGROUND UTILITY LOCATIONS SHOWN ARE \ / ( i % i APPROXIMATE ONLY UNDERGROUND CONNECTIONS ARE SHOWN AS STRAIGHT LINES BETWEEN SURFACE UTILITY LOCATIONS \ \ i 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 \ ��\ r------- 2 I � � , RECORDS \Q I ;: ! ' '' ' '': 7. SECTION 3-23-5 SUBDI VISION PER REF. 5. \ �2\ I I I 16 ��, I TITLE RESTRICTIONS: \. \ \........ �� I - THIS SI IF IS SUBJECT TO: -- 1. CONDITIONS, NOTES EASEMENTS PROVISIONS AND OR ENCROACHMENTS CONTAINED OR DELIN/A TED ON THE FACE OF 5 I SURVEY RECORDED UNDER RECORDING N0. 8106169002. \ \ \ I ( I 2. CONDITIONS, NOTES EASEMENTS,PROVISIONS AND/OR ENCROACHMENTS CONTAINED OR DELIN/ATED ON THE FACE OF SURVEY RECORDED UNDER RECORDING NO. 20000908900007. \ \ I J. RESERVATIONS AND EXCEP770NS CONTAINED IN DEED FROM NORTHERN PACIFIC RAILROAD COMPANY, RECORDED UNDER AUDITORS FILE NO. 342932. THIS IS NOT PLOTTABLE. I I \ I 4. AN EASEMENT, INCLUDING TERMS AND PROVISIONS CONTAINED THEREIN, RECORDED UNDER RECORDING NO. 4934627. THIS I IS NOT PLOTTABLE. I \ \ I 5. AN EASEMENT, INCLUDING TERMS AND PROVISIONS CONTAINED THERIN, RECORDED UNDER RECORDING NO. 6261949. 6. TERMS AND CONDITIONS OF INGRESS, EGRESS AND UTILITIES EASEMENT OVER ADJOINING PROPERTY RECORDED UNDER \ \I RECORDING NO. 7609140487 7. THE TERMS AND PROVISIONS CONTAINED IN THE DOCUMENT ENTITLED "DECLARATIONS OF CONDITIONS, COVENANTS AND RESTRICTIONS REGARDING FORMATION OF A UTILITY LOCAL IMPROVMENT DISTRICT'; RECORDED UNDER RECORDING NO. I I 8402170372. THIS IS NOT PLOTTABLE. I 8. THE TERMS AND PROVISIONS CONTAINED IN THE DOCUMENT ENTITLED "AGREEMENT FOR TEMPORARY WATER SERVICE'; RECORDED UNDER RECORDING NO. 8604040747. 9. EASEMENT, INCLUDING TERMS AND PROVISIONS CONTAINED HEREIN, RECORDED UNDER RECORDING NO. 20051201000097. 10. MEMORANDUM OF AGREEMENT AND THE TERMS AND CONDITIONS THEREOF, RECORDED UNDER RECORDING NO. 20050621002061. THIS IS NOT PLOTTABLE. 11. EASEMENT AGREEMENT AND THE TERMS AND CONDI TIONS THEREOF, RECORDED UNDER RECORDING NO. 20060808001642. Ir' I I I I ► I I - EASEMENT, INCLUDINGT � I i I I I I � I � 12 E TERMS AND PROVISIONS CONTAINED THEREIN, RECORDED UNDER RECORDING N0. 20060914001333. \ J - - - - - - - - 13. EASEMENT, INCLUDING TERMS AND CONDITIONS CONTAINED THEREIN, RECORDED UNDER RECORDING N0. 20140306000025. l l i PA ACEL N • REFERE CES. A PARCEL KEY MAP HOLDINGS LLC SCALE. • 1 /NCH = 300 FT. 1 D.R. STRONG CONSUL TING ENGINEERS ENGINEERS PLANNERS SURVEYORS 620 - 7TH AVENUE, KIRKLAND, WA 98033 N 0 . 0 425.827.3063 F 425.827.2423 1. RECORD OF SURVEY, RECORDED UNDER RECORDING NO. 8106169002. RECORDS OF KING COUNTY, WASHINGTON. 2. RECORD OF SURVEY, RECORDED UNDER RECORDING NO. 20000908900007. RECORDS OF KING COUNTY, WASHINGTON. 3. RECORD OF SURVEY, RECORDED UNDER RECORDING NO. 8106229014. 4. THE WNDSTONE DIVISION 4. SHORT PLAT, RECORDED IN VOL. 225 OF PLATS, PAGES 91-93. RECORDS OF KING COUNTY, WASHINGTON. 5. THE PLAT OF WNDSTONE DI VISION 5. RECORDED IN VOL. 262 OF PLATS, PAGE 55. RECORDS OF KING COUNTY, WASHINGTON. 6. THE PLAT OF STONE RIDGE, RECORDED IN VOL. 230 OF PLATS, PAGES 61-65. RECORDS OF KING COUNTY, WASHINGTON. Z THE PLAT OF SUMMERW/ND DIVISION NO. 5. RECORDED IN VOL. 154 OF PLATS, PAGES 68-74. RECORDS OF KING COUNTY, WASHINGTON. PROJEC T CON TA C TS: APPLICANT / OWNER ................ PNW HOLDINGS, LLC .................................................. 9675 SE 36TH STREET, SUI7E 105 .................................................. MERCER ISLAND, WASHINGTON 4 SIN T N G 0 980 D .................................................. (206) 588-1147 .................................................. CONTACT. JUSTIN LAGERS .................................................. JUSTINiWNWHOLD/NGS CDM Cl WL ENG/NEER.......................... D.R. STRONG CONSUL TING ENGINEERS, INC. .................................................. 620 7TH A VENUE .................................................. KIRKLAND, WASHINGTON 98033 .................................................. (425) 827-.3063 .................................................. CONTACT- MAHER A. JOUDI, P.E. .................................................. MAHER. JOUDI WRS TRONG. COM SURVEYOR ................................. D.R. STRONG CONSULTING ENGINEERS, INC. .................................................. 620 7TH A VENUE .................................................. KIRKLAND, WASHINGTON 98033 .................................................. (425) 827- 3063 .................................................. CONTACT- STEPHEN J. SCHREI, P.L. S .................................................. STEVE. SCHREIWRSTRONG. COM STRUCTURAL ENGINEERS ............ KOSN/K ENGINEERING, PC ...................................................10511 19 TH A VE SE ................................................... EVERETT, WA. 98208 ................................................... (425) 357-9600 ................................................... CONTACT- DAN KOSN/K, SE GEOTECHNICAL ENGINEER .......... EARTH SOL U TIONS NW, LLC ...................................................1805 - 136TH PLACE NE, SUITE' 201 ...................................................BELLEVVE, WA 98005 ................................................... (425) 449-4704 ................................................... CONTACT- STEPHEN H. A VRIL, STAFF GEOLOGIST TRAFFIC CONSULTANT ................ TRAFFEX, NORTHWEST TRAFFIC EXPERTS ..................................................11410 NE 1247H ST 1590 ................................................... KIRKLAND, WA 98034 ................................................... (425) 522-4118 ...................................................CONTACT- LARRY D. HOBBS, P.E. ................................................... LARRYONWTRAFFEX. CDM LANDSCAPE ARCHITECT ............. VARLEY VARLEY VARLEY ..................................................12743 NE 1707H LANE .................................................. WOODIN MLLE, WA. 98072 ..................................................(425) 466-9430 .................................................. CONTACT: JEFF VARLEY ECOLOGIST ................................. SEWALL WEILAND CON UL N S, INC. ................................................. PO BOX. 880 .................................................. FALL CITY, WA 98024 .................................................. (253) 859-0515 ........................................... CONTACT. ED SEWALL, SENIOR WETLANDS .................................................. ECOLOGIST PWS ,212 .................................................. ESE WALL ®SE WALL WC. COM ARBORIST ................................... GREENFOREST, INC. ..................................................4547 SOUTH LUCILE STREET .................................................. SEA TILE, WA 98118 .................................................. (206) 723-0656 .................................................. CONTACT: FA VFRO GREENFOREST, M.S. .................................................. GREENFORESTINCiM/NDSPR/NG. COM SHEET INDEX: C1 OF 20 COVER SHEET C2 OF 20 EXISTING TOPOGRAPHY C3 OF 20 HORIZONTAL AND VERTICAL CONTROL PLAN C4 OF 20 T. E. S C. PLAN C5 OF 20 T. E. S C. NOTES AND DETAILS C6 OF 20 ROAD AND GRADING PLAN do DETAILS C7 OF 20 ROAD DETAILS C8 OF 20 ROAD X-SEC77ONS AND RAMP GRADING DETAILS C9 OF 20 STORM DRAINAGE PLAN C10 OF 20 ROAD AND STORM DRAINAGE PROFILE C11 OF 20 ROAD AND STORM DRAINAGE PROFILE C12 OF 20 DETENTION VA UL T SEC77ONS & DETAILS C13 OF 20 STORM DRAINAGE DETAILS C14 OF 20 STORM DRAINAGE DETAILS C15 OF 20 SANITARY SEWER PLAN C16 OF 20 SANITARY SEWER PROFILE C17 OF 20 SANITARY SEWER PROFILE C18 OF 20 SANITARY SEWER DETAILS C19 OF 20 CHANNEL/ZA 77ON AND SIGNAGE PLAN C20 OF 20 COMPOS17E UTILITY PLAN IL 1 1 OF 2 /LLUM/NA T70N PLAN IL2 2 OF 2 /LLUMINA 77ON DETAILS Ll 1 OF 2 LANDSCAPE PLAN L2 2 OF 2 LANDSCAPE PLAN o 2 PR JECT S1 7E7 NE 1 TH 1 B�� NE SVNs =o z� SE 112TH ST ----------------- SE 116TH ST VICINI TY MAP 1 "=1500' NORTH PROJECT INFORMA 770N.- ION:TOTAL TOTALEXIS77NG SITE AREA: 177,68J S.F. (4.079 ACRES) TOTAL PROJECT AREA: 177,68J S F. (4.079 ACRES) IMPERVIOUS AREA, PROPOSED/EXISTING 100,142 S F. / 19, 033 S F. SI TE ADDRESS• 1508 /L WACO A VENUE NE Ii I 1 m RENTON, WASHINGTON TAX PARCEL NUMBER: 032305- 9021 PROPOSED NUMBER OF L 0 TS: 13 EXIS77NGIPROPOSED ZONING: R4 DENSITY PROPOSED/PERM/ T7FD: 4.32/4.49 DU/ACRE TRACT "A "• STORM DRAINAGE TRACT 10,496 S.F. (0.241 ACRES) LAND /N CRI TICAL AREAS. • 0 S.F. LAND /N CRITICAL AREAS BUFFERS. • 0 S F. LAND /N PUBLICLY DEDICATED STREETS. • 46,627 S.F. (1.070 ACRES) LAND /N PRI VA TE ACCESS EASEMENTS: 0 S F. SEWER DISTRICT- CITY OF RENTON WA TER DIS TRICT.• WATER DISTRICT 90 SCHOOL DISTRICT ISSAQUAH #411 STREET PARKING NOTE "NO PARKING" SIGNS ARE TO BE PLACED ALONG EAST SIDE OF ROAD "A". TYPICAL BUILDING SETBACK UNLESS 07HERWSE NOTED, BUILDING SETBACKS ARE AS FOLLOWS.• FRONT YARD SETBACK: 30 FEET SIDE YARD SETBACK: 5 FEET STREET SIDE YARD SETBACK: 20 FEET REAR SETBACK: 25 FEET 8. KING COUNTY ROAD SURVEY FOR BANKSON NO. 72A. FIRE SPRINKLER NOTE: 9. KCSP NO. 778093, RECORDED UNDER RECORDING NO. 7903290830, RECORDS OF KING COUNTY, WASHINGTON. 1" WATER METER W17H 1" SERVICE LINE SHALL BE INSTALLED FOR LOTS 5 AND 6 TO ACCOMMODATE FIRE SUPPRESSION SYSTEM. 10. KCSP NO. 584163, RECORDED UNDER RECORDING NO. 8709231179, RECORDS OF KING COUNTY, WASHINGTON. 11. KCSP NO. 584164, RECORDED UNDER RECORDING NO. 87092J1174, RECORDS OF KING COUNTY, WASHINGTON. HORIZONTAL DATUM: � NAD 1983/91 PER CITY OF RENTON MONUMENTS. VER TICAL DATUM: NA UD 88, PER CITY OF RENTON VERTICAL CONTROL. DRAWINGS NOT APPROVED BENCHMARK: FOR CONSTRUCTION UNLESS 1. CITY OF RENTON CONTROL POINT NO. 1845. SE. CORNER SEC. 3-23-5. FOUND CONCRETE MONUMENT WITH PUNCHED BRASS PLUG STAMPED OR SIGNED APPROVED DOWN 1.7; IN MONUMENT CASE. ELEVATION = 467.76 FEET. Z CITY OF RENTON CONTROL POINT NO. 2097 NE. CORNER SEC. 3-23-5. FOUND STONE MONUMENT WITH FAINT X, DOWN 1.7; IN BY THE REVIEWING AGENCY MONUMENT CASE. .ELEVATION = 327.71 FEET. BASIS OF BEARINGS: N1 '25'28"E BETWEEN MONUMENTS FOUND IN PLACE ALONG THE EAST LINE OF SE 1/4, SEC. 3-23-5 MYLAR YLP 07.13.15 SURVEYE :,c SCALE: sis VERTICAL: NAND CITY OF AS NOTED HORIZONTAL: NAD 1983/83/ 1991 DESIGNED: �� DRAWN: = RENTON w I ONE INCH CHECKED: AT FULL SCALE Planning/Building/Public Works Dept. MAJ IF NOT ONE INCH REVISION BY DATE A P P R APPROVED: SCALE ACCORDINGLY MAJ NOTE FOR CERTIFICATION OF SUR VEY INFORA4A 7/ON THE TOPOGRAPHY AND BOUNDARY SHOWN HEREON IS BASED UPON A FIELD SURVEY BY D.R. STRONG CONSULTING ENGINEERS. IN COMPLIANCE WITH CITY OF RENTON STANDARDS BY: Date:?//q//S_ BY: 1� - Date:/✓,� BY:�.. , A _. Date: =f BY: Date: MAERTINS RANCH 01.20.2015 FIELDBOOK: PAGE: COVER SHEET DRAWING NO- C1 C PERMITS: U15-001308, 615-000196 F 1 Za DRS PROJECT N0. 14103 A - N NIN NIAIA '0• D � z G P1 1J 1 0o z n �mI C U z m Ii I 1 m D' W iz 10 z C m D 0o D O rr a z � a c � C o z 3 m n C W C C n D 0o D mC o� z D !� X X X 38 37 CB RIM -472.33 6"PVC-468.18(N) 12"CPP=467.78(E) SSMH RIM -472.94 6"PVC-465.33(N) 8"PVC-465.23(E) ELECT. GROUND CONNECT. FOUND CONCRETE ELECT. CABINET - MONUMENT WITH 2-1/2" N CONC. PAD I BRASS DOMED DISK WITH "X", IN MONUMENT CASE 36 35 . 'SE 114 SECTION J., TOWNSHIP 23 N. RANGE 5 E r W.M. IMA ER TINS RANCH NE 17TH ST CB FOUND CONCRETE MONUMENT RIM=432.18 WITH PUNCHED 2" BRASS DOMED 12"DI-429.31(SW) z CASA DOWN 0.3' IN MONUMENT 12"DI-429.26(N) w 21 WNNOSTONE DIV. 4 SSMH CB V FOUND CONCRETE MONUMENT WITH SDMH RIM -455.21 RIM -442.23 PUNCHED 2" BRASS DOMED DISK, VOL 225, PG. 91-93 d , CB RIM -460.79 8"PVC=444.39(W) 12'DI=439.85(W CB DOWN 0.2 IN MONUMENT CASE. 6"PVC-455.14(N) 4 8"PVC-433.39(E) 12"DI-439.89(NE) RIM= 436.95 436.95 Z , 6'P =465.22(N) 12 CPP-454.84(E,W) 8 PVC -444.26(S) 6-PVC-434.78(NW) o SSMH 8 SS STUB 12'DI-434.59(SW) I J 12"CPP=464,92(E,U� RIM -461.23 » � CB 12"DI=434.60(NE) 22 SSMH 8"PVC=451.43(W) 1.9 ABOVE GROUN RIM -449.00 M=462.62 8"PVC=451.28(E) 5 12"CPP=453.79(E) 6"PVC-445.00(N) STONE RIDGE 8"PVC 462.72(W) CB 12"CPP=444.70(W) I 8"PVC 462.62(E) SOLID LID 12"CPP=444.65(E) VOL. 230, PG. 61-65 10' SLOPE ac RIM -453.82 8 7 6 ORARY TRUCTION 12"CP47( 2 P=450.42(E) CONSSSMH 1 EASEMENT REC. NO. RIM -443.27 ' 20060808001642 4 3 8"PVC=433.12 in NE 16TH STCTR CHANNEL 04 71, G cm 'A ' ._.. �.:. W SSMH N87'49'01 "W 330.64' . � � _ RIM=436 65 c� - C L GUARD 8"P L T -C RAIL TRVCHANNE 6 7 8»F ■F 6'VBF k C /�-- f FENCE IS • I C MR ACCES''A$EMENT REC. ; 10 F ""►� ■ » F�S F - " PEDESTAL SSMH N0. 20060914001333. : 6 F" F g"F 8 0 0.4 W OF 15"CPP=434.78(W) RIM -472.79 EMERGENCY ACCESS ' x 8 F 6 F RISER 6"PVC(N S) EASEMENT REC. NO. 10"F 0"F ', ' 'r s 14"F k"F CB RIM -442.22 8"PVC(W) 20051201000097 26'F ,` (2)18'F. 1.YF 14'F 8"F' 12"CPP=437.64(W) • IE=464.54 26''F 1 F ; f , 12"D » 25' CTR CHANNEL ■ # ,� 12"F 8"D g ., ° 6"D 15"CPP-437.50(E) 34 ' 6"F 7"D OFOFF HOUSE _ • Z 33 34 26 F 10■F rF 7" 6"F OF / '1d 4 � pC =ti 8» F 4'F 0'F i F 24"F 12"F 6 F F 10"F40-FOF KCSP 584164 • V SUMMERWIND DIV. 5 30"F ;� x ' 8 F REC. NO. 8709231174 'c 10"F 28'F f 20■F 3 VOL. 154, PG. 68-74 �' 8"F 28'F 26 'D/ 22"F 0 3 r �, » t 9" Z ' SHED F.: 28"F 10 8" FOUND CONCRETE "F I MONUMENT WITH PUNCHED i•) •`4 x. 6 2 BRASS DISK, DOWN 0.6'. 32 '�'„ 10"F `' IN MONUMENT CASE a : ' 28"F30 16"F --� ATE 10-D FENCE IS.*� 44"F ; 0.8-E. OFR 8"F W / x : GATE 1 k { o16"F 8'D x 28"F Z 8rF£, 8"F f. E"F \ € 30'F . 12. F 2 r a \ 31 30 34 F f` 22"F k�1X GATE # 12"F < 10"F 14*17 /� _ < HOUSE # 5'HBF kFENCE IS ' GATE I .> 16"F:: 0.3V. OF R ■ FENCE IS BARN , 4 F \ 1.1'E. OFR ` ■F 16■F I I < 30"F `. 'Lg • \\ "'"`. 16"F ''516 F _ X -------..X- - 1 F \ SSMH GATE • RIM -466.75 0»F GATE 30"F 8"PVC-454.99(N,W)<' 8'F 36030"F?� ► t \ CTR CHANNEL 12"F ,' FENCE IS C » 10 t0" £ 0.7'N. OF R 24'F in €40" 16 F 4 14■F x 1� 26 \ WNW01 1 01 12"F F' 30' £ v as 10" FENCE IS 1.2'N.< X 1.4'E. 10 F OF PROP CORNER'. t SDMH � RIM -466.24 I OOF x ■ 12"CPP-459.1O(N) _ MAIL 22"F i i PARCEL 10 A 12"CPP=459.08(W) BOXES I " 4 » ' 1 / x 36 F - PARCEL N0. 10 F D I 24"F € 0323059021 8"F 24"F E ,,t . 27 `-- FOUND CONCRETE W MONUMENT HATH PUNCHEx 12 F REC. KNO. 7903CSP 9 0830 2 BRASS DISK, DOMM 0.5-0 24 F 10"F ; .... l� / IN MONUMENT CASE I 10"F ' / 24"F',4"F 12"F 8"F 28"F / r » � PARCEL PARCEL N0. .F B I 032305-9238 14 F 8»F GARAGE \ / 14 F i X X X 5'HBF 18"F X X 10" I 'F ° 18"F X 1 36 28 FENCE IS ■ F 4�41F 16"F 30 i 14 ;F FENCE IS ON R \ I 0.5 W. OF R 10 F " 8 0 (2)12 . ., I 8»F �:: 12 F 8■F • 12`F I 12' �14■F 10"F \ 29 8-F 3 18"F \ PARCEL NO. i • I 032305-9124 �a� 10 F `IL. 12"D \ I 42 F FENCE IS 30' INGRESS, EGREES, 0.2'E. OF i4 f ac UTILITY EASEMENT DRAIN 84163 REC. NO. 7609140487 FIELD KNo.CSP 70923 • � \ REC. NO. 8709231179 I i1f' I z SEPTIC 14"F GARAGE LID Iz � I � I I HOUSE 12"F 2 10 BRICK FENCE IS OWN. X 12"F RE � DECK WALL ; • ' 0.8'E. OF PROP CORNER SEPTIC LID Op "'` (2)14"F 16 F 4"F 20"F i 3 • s I 18"F ItO GATE �lg FENCE 1S "F 0.6'N.. OFR ; 2 IHOUSE » pQ N 749 01 W 89.01 PARCEL NO. 10 F HOUSE \ Y I 032305-9179 / ao �° OF FENCE ROP CORNER 1.4'W. I I / DEED NO. I DEED NO. I / \ 15' EASEMENT X1 27 7207120398 6468344 / I/ REC. N0. �Q 20140306000025 I 14 F ' 1 F I ' C* OF I 10"F PARCEL NO. PARCEL NO. \ \ 032305-9167 032305-9207 / / I 1� 4 '!p 100, a I \•I'�lc OF 5' WATER MAIN I "X EASEMENT REC. NO. I/ ' •�""� 6261949TY / I u Aakca g A. JO 4, F WASNJ �r CaOC Call 2 Working Days Before You Dig 811 Utilities Underground Location Center (ID,MT,ND,OR,WA) r\� 1 IiIlYL m I YLP 107.13.151 MAJ D.R. STRONG CONSUL TING ENGINEERS ENGINEERS PLANNERS SURVEYORS 620 - 7TH AVENUE, KIRKLAND, WA 98033 N O . REVISION By DATE APP R O 425.827.3063 F 425.827.2423 HORIZON TA DA TUM.- NAD UM: NAD 1983/91 PER Cl T Y OF RENTON MONUMENTS. VER TI CAL DA TUM: NA VD 88, PER CITY OF RENTON VERTICAL CONTROL. BENCHMARK: 1. CITY OF RENTON CONTROL POINT NO. 1845. SE. CORNER SEC. 3-23-5. FOUND CONCRETE MONUMENT WITH PUNCHED BRASS PLUG, DOWN 1.7, IN MONUMENT CASE. ELEVATION = 467.76 FEET. 2. CITY OF RENTON CONTROL POINT NO. 2097. NE. CORNER SEC. 3-23-5. FOUND STONE MONUMENT WITH FAINT X, DOWN 1.7; IN MONUMENT CASE, ELEVAT70N = 327.71 FEET. BASIS OF BEARINGS: N1'25'28"E BETWEEN MONUMENTS FOUND IN PLACE ALONG THE EAST LINE OF SE 1/4, SEC. 3-23-5 SURVEYED: SCALE: SJS AS NOTED DESIGNED: IW�J m DRAWN: 7 m ONE INCH CHECKED: AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY APPROVED: m VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/1991 LEGEND: �a R CDO C.O.R. VBF HBF OP P W G T NORTH GRAPHIC SCALE 0 30 60 120 1 INCH = 60 FT. FOUND SEC TION MONUMEN T A S NO TED FOUND MONUMENT AS NOTED ROAD SIGNAGE MAIL BOX POWER METER POWER POLE JUNCTION BOX, SIZE VARIES LIGHT POLE NO ARM GUY WIRE WA 7ER METER WA TER VAL VE FIRE HYDRANT TYPE 1 CATCH BASIN STORM DRAIN MANHOLE SANITARY MANHOLE ROCKERY CITY OF RENTON VERTICAL BOARD FENCE HORIZONTAL BOARD FENCE DECIDUOUS TREE EVERGREEN TREE SANITARY SEWER LINE STORM LINE OVERHEAD POWER UNDERGROUND POWER UNDERGROUND WA TER UNDERGROUND GAS UNDERGROUND TELEPHONE UNDERGROUND CABLE EDGE OF PA VEMEN T FENCE GRA VEL CONCRETE DRAWINGS NOT APPROVED FOR CONSTRUCTION UNLESS STAMPED OR SIGNED APPROVED BY THE REVIEWING AGENCY CITY OF ML RENTON Planning/Building/Public Works Dept. R-383502 NOTE FOR CER 7IFICA7/ON OF SUR VEY INFORMATION THE TOPOGRAPHY AND BOUNDARY SHOWN HEREON IS BASED UPON A FIELD SURVEY BY D.R. STRONG CONSULTING ENGINEERS IN COMPLIANCE WITH CIN OF RENTON ' STANDARDS BY: � (C& Date: 7- If& -t-5 BY: Date: BY: Date: BY: Date: DATE: MAERTINS RANCH 01.20.2015 FIELDBOOK: PAGE: EXISTING TOPOGRAPHY 1 DRAWING NO: C2 PERMITS: U15-001308, B15-000196 SHEETZ OF: 20 DRS PROJECT N0. 14103 Al- NININ N� m z C u1 m C z m 7 m NORTH GRAPHIC SCALE 0 30 60 120 1 INCH = 60 FT. FOUND SEC TION MONUMEN T A S NO TED FOUND MONUMENT AS NOTED ROAD SIGNAGE MAIL BOX POWER METER POWER POLE JUNCTION BOX, SIZE VARIES LIGHT POLE NO ARM GUY WIRE WA 7ER METER WA TER VAL VE FIRE HYDRANT TYPE 1 CATCH BASIN STORM DRAIN MANHOLE SANITARY MANHOLE ROCKERY CITY OF RENTON VERTICAL BOARD FENCE HORIZONTAL BOARD FENCE DECIDUOUS TREE EVERGREEN TREE SANITARY SEWER LINE STORM LINE OVERHEAD POWER UNDERGROUND POWER UNDERGROUND WA TER UNDERGROUND GAS UNDERGROUND TELEPHONE UNDERGROUND CABLE EDGE OF PA VEMEN T FENCE GRA VEL CONCRETE DRAWINGS NOT APPROVED FOR CONSTRUCTION UNLESS STAMPED OR SIGNED APPROVED BY THE REVIEWING AGENCY CITY OF ML RENTON Planning/Building/Public Works Dept. R-383502 NOTE FOR CER 7IFICA7/ON OF SUR VEY INFORMATION THE TOPOGRAPHY AND BOUNDARY SHOWN HEREON IS BASED UPON A FIELD SURVEY BY D.R. STRONG CONSULTING ENGINEERS IN COMPLIANCE WITH CIN OF RENTON ' STANDARDS BY: � (C& Date: 7- If& -t-5 BY: Date: BY: Date: BY: Date: DATE: MAERTINS RANCH 01.20.2015 FIELDBOOK: PAGE: EXISTING TOPOGRAPHY 1 DRAWING NO: C2 PERMITS: U15-001308, B15-000196 SHEETZ OF: 20 DRS PROJECT N0. 14103 Al- NININ N� m z u1 m C z m 7 m 111 m to Q D GO m m� �Q C m� co En D � �m C* CO LP 0� N z m Cn O D �. 0 m 00 �En 7 z U D ry n ti Q 0 0 Ir 3 0 KA V v I w 0 .c 3 0 0 0 A 0 m a z w J LL - U z Q ry V) _z w Q G L5 NE 16TH ST 20 EMERGENCY ACCESS EASEMENT REC. NO. 20051201000097 I 25' REAR YARD SETBACK (TYP.) M LO �-I -..__ . ACCESS EASEMENT REC. in NO. 20060914001333 N O 21 N87'49' i "W 330.64' 0 22 CR - V 1 • • X SE 114 SECTION J., TOWNSHIP 23 N, RANGE 5 E, W.M. � � I PRPN/ AR TYPE B MAER RANCH CURB RAMP. SEE DETAIL ON S EET C7 (TYP.) 10' SLOPE & TEMPORARY CONSTRUCTION EASEMENT REC. I NO. 20060808001642 U') �_3 I t I 2 - _k46 90.34' ` V` 89.68'4 A I �-- 25- R:�. w-- DEDI CA TION STREET SETBA K 24 25 25+49. -ADA COMPLIANT SIDEWALK TIEDOWN RAMP, SEE DETAIL SHEET C7 to (I ' C ' .co rs�IL=3960(TYP.) 00 R125.00' L_34.60 N 9,848 SFR=2�.00I o I I I 30' FRONT YARD I I 9,150 S F. I SETBACK TYP. CIOI I -1' T5.OD' J v 5'-SIIIE�'ARD� (- - - - - - N -1 I SETBACK (TYP.)I ' o I I N I I O p N 72 0 I oN 2 I I I I 8, S F 050 I ^ TRACT 8,050 S F. , I -I- �s.5o I I AIt I 26.50' I ( I I STORM LI DRA/NAGE 7T5Z70"- 10,496 S.F. I 1-13 UNIT (TYPE IV) N.D. C.B.U. MAILBOX N. D. C. B. V. L OCA TION SEE DETAIL SHEET C7 I . I I I I 31.50' toI- I M I N I . w I w r ^ 30' INGRESS, EGREES, � I V� UTILITY EASEMENT REC. NO. 7609140487 I IW z .- 3 2 C!� G o I .I . I I I 15' EASEMENT REC. NO. 20140306000025 r Call 2 Working Days Before You Dig 811 Utilities Underground Location Center (ID,MT,ND,OR,WA) �g A. JOU WASNI�G,�f '0� HOLDINGS LLC TABLE FOUND STONE MONUMENT R = 25.00' '► ' I ' MONUMENT CASE w CONSTRUCTION R = 25.00' E. QTR. CORNER I I .� FOUND STONE MONUMENT I I �� 0 ►. , I co 8,075 S.F. I 13.00' R 5 LO N 8,115 S. F. N. LINE SE. 1/4, SE 1 /4o cn SEC. 3-23-5 • v I I I_ - - y 3 v • ccs L J SEC. 3-23-5 -a I I WITH PUNCHED BRASS PLUG, L 12 I � � 148.81 12+67.79, I I 11 4' •, I I I 4 I I 11 +22.39, VER TI CAL DA TUM: I 10 I I 10, 985 S.F. I i NA VD 88, PER CITY OF RENTON VERTICAL CONTROL. TRACT "A" (MA/NTANENCE) 10, 769 S.F. I I I w C15 10 UTILITY 1. CITY OF RENTON CONTROL POINT NO. 1845. SE. CORNER SEC. 3-23-5. FOUND CONCRETE MONUMENT W77-1 PUNCHED BRASS PLUG, C16 DOWN 1.7; IN MONUMENT CASE. ELEVATION = 467.76 FEET. EASEMENT 26.5----77.98'----� 904547" 16.50' I I I IN L MONUMENT CASE. . ELEVATION = 327.71 FEET. L- -------- BASIS OF BEARINGS: I N87'49'01 W 1311711 All I I I ® -'70 r I 1-13 UNIT (TYPE IV) N.D. C.B.U. MAILBOX N. D. C. B. V. L OCA TION SEE DETAIL SHEET C7 I . I I I I 31.50' toI- I M I N I . w I w r ^ 30' INGRESS, EGREES, � I V� UTILITY EASEMENT REC. NO. 7609140487 I IW z .- 3 2 C!� G o I .I . I I I 15' EASEMENT REC. NO. 20140306000025 r Call 2 Working Days Before You Dig 811 Utilities Underground Location Center (ID,MT,ND,OR,WA) �g A. JOU WASNI�G,�f '0� HOLDINGS LLC I I v I IDEED NO. 7207120398 I 00 II I I5' WATER MAIN ASEMENT REC. NO. \ 6261949 I� I \ � RS� DEED NO 6468344 1 01 N' M N M Cn N N w z O w 0 0 0 moo' O o� N co C.O.R. PT #2097---,..,,' TABLE FOUND STONE MONUMENT R = 25.00' '► ' I ' MONUMENT CASE w CONSTRUCTION R = 25.00' E. QTR. CORNER 9 I SEC. 3-23-5 .� FOUND STONE MONUMENT 5 . ' o 10, 073 S. F. I N. LINE SE. 1/4 SEC. 3-23-5 2 N co 13.00' R 5 LO N N t(0 N. LINE SE. 1/4, SE 1 /4o N SEC. 3-23-5 z N87'49'01 "W 991.91' ""- C.O.R. PT #1845 NE. CORNER---.-/ 14+74.75, SE. 1/4, SE 1/4 FOUND CONCRETE MONUMENT SEC. 3-23-5 -a I I WITH PUNCHED BRASS PLUG, L 12 13+ 7J. 75, 13.00' L DOWN 1.7_, IN MONUMENT CASE 148.81 12+67.79, I 11 N08'05'21 "W 12+36.06, NAD1983/91 PER CITY OF RENTON MONUMENTS. 12 I I 11 +22.39, VER TI CAL DA TUM: 13 C13 10+91.39, i NA VD 88, PER CITY OF RENTON VERTICAL CONTROL. TRACT "A" (MA/NTANENCE) 9,982 S F. I 23+54.83, BENCHMARK: TA TION/NG IS ALONG FLOWL/NE OF CURB C15 18.59 1. CITY OF RENTON CONTROL POINT NO. 1845. SE. CORNER SEC. 3-23-5. FOUND CONCRETE MONUMENT W77-1 PUNCHED BRASS PLUG, C16 DOWN 1.7; IN MONUMENT CASE. ELEVATION = 467.76 FEET. 25.00 904547" C17 I I I IN .J MONUMENT CASE. . ELEVATION = 327.71 FEET. L- BASIS OF BEARINGS: N1'25'28"E BETWEEN MONUMENTS FOUND IN PLACE ALONG THE EAST LINE OF SE 1/4, SEC. 3-23-5 I I I I I NORTH 26.5q' GRAPHIC SCALE i • 0 25 50 100 \\ O I MYLAR cn 07.13.15 9,982 S. F. N SCALE: VERTICAL- NAVD 1988 t42.-60 w N �. :; • I z 16 'Qso,so. 1, 731 JS.F. GROSS 88 S F. NET 18, h W8 (�O �4. i 5 I Ns N ( ,§,/311 S. F. GROSS W 8,594 S.F. NET I I 119 I IN87'49 01 W 8Q I I v I IDEED NO. 7207120398 I 00 II I I5' WATER MAIN ASEMENT REC. NO. \ 6261949 I� I \ � RS� DEED NO 6468344 1 01 N' M N M Cn N N w z O w 0 0 0 moo' O o� N co C.O.R. PT #2097---,..,,' TABLE FOUND STONE MONUMENT R = 25.00' WITH FAINT X, DOWN 1.7', IN ' MONUMENT CASE w CONSTRUCTION R = 25.00' E. QTR. CORNER N o SEC. 3-23-5 .� FOUND STONE MONUMENT o cv NTH FAINT X z N. LINE SE. 1/4 SEC. 3-23-5 2 N co 13.00' R 5 LO N N t(0 N. LINE SE. 1/4, SE 1 /4o N SEC. 3-23-5 z N87'49'01 "W 991.91' ""- C.O.R. PT #1845 NE. CORNER---.-/ 14+74.75, SE. 1/4, SE 1/4 FOUND CONCRETE MONUMENT SEC. 3-23-5 14+04.75, % AS NOTED HORIZONTAL: NAD 1983/1991 D.R. STRONG DESIGNE MAJ CONSUL TING ENGINEERS DRAWN: c ENGINEERS PLANNERS SURVEYORS ONE INCH DATM CHECKED: AT FULL SCALE kw IF NOT ONE INCH 620 - 7TH AVENUE, KIRKLAND, WA 98033 N 0 . R EV I S I 0 N BY DATE AP P R APPROVED: SCALE ACCORDINGLY O 425.827.3063 F 425.827.2423 kw URB RETURN TABLE RAMP NO. RAMP R = 25.00' 6.00' TEMPORARY A = 112'18'39„ 1 I N CONSTRUCTION R = 25.00' CR -2 A = 23'4'26" EASEMENT L = 10.07' 3 w CR -3 A = 90045'47" I N 12+61.91, 13.00' R 5 LO N 16+16.26, 49.88' R 6 O z 15+90.58, 65.96' L C.O.R. PT #1845 100.26 14+74.75, 13.00' L FOUND CONCRETE MONUMENT NO 1 '25'12 "E 14+04.75, 13.00' L WITH PUNCHED BRASS PLUG, L 12 13+ 7J. 75, 13.00' L DOWN 1.7_, IN MONUMENT CASE 148.81 12+67.79, I I I I I HORIZON TA DA TUM.- UM:NAD 11 N08'05'21 "W 12+36.06, NAD1983/91 PER CITY OF RENTON MONUMENTS. 12 L 16 11 +22.39, VER TI CAL DA TUM: 13 C13 10+91.39, i NA VD 88, PER CITY OF RENTON VERTICAL CONTROL. TRACT "A" (MA/NTANENCE) C14 23+54.83, BENCHMARK: TA TION/NG IS ALONG FLOWL/NE OF CURB C15 18.59 1. CITY OF RENTON CONTROL POINT NO. 1845. SE. CORNER SEC. 3-23-5. FOUND CONCRETE MONUMENT W77-1 PUNCHED BRASS PLUG, C16 DOWN 1.7; IN MONUMENT CASE. ELEVATION = 467.76 FEET. 25.00 904547" C17 i 2. CITY OF RENTON CONTROL POINT NO. 2097. NE. CORNER SEC. 3-23-5. FOUND STONE MONUMENT WITH FAINT X, DOWN 1.7'. IN MONUMENT CASE. . ELEVATION = 327.71 FEET. BASIS OF BEARINGS: N1'25'28"E BETWEEN MONUMENTS FOUND IN PLACE ALONG THE EAST LINE OF SE 1/4, SEC. 3-23-5 I I I I I NORTH GRAPHIC SCALE 0 25 50 100 1 INCH = 50 FT. MYLAR 1 `P 07.13.15 SURVEYED: SCALE: VERTICAL- NAVD 1988 % AS NOTED HORIZONTAL: NAD 1983/1991 D.R. STRONG DESIGNE MAJ CONSUL TING ENGINEERS DRAWN: c ENGINEERS PLANNERS SURVEYORS ONE INCH DATM CHECKED: AT FULL SCALE kw IF NOT ONE INCH 620 - 7TH AVENUE, KIRKLAND, WA 98033 N 0 . R EV I S I 0 N BY DATE AP P R APPROVED: SCALE ACCORDINGLY O 425.827.3063 F 425.827.2423 kw URB RETURN TABLE RAMP NO. RAMP R = 25.00' CR -1 A = 112'18'39„ 1 L=49.00' 10+95.15, R = 25.00' CR -2 A = 23'4'26" 11+26.15, L = 10.07' 3 R = 25.00' CR -3 A = 90045'47" 4 L = 39.60' DRI VEWA Y TABLE RAMP NO. RAMP L O T NO. 1 DRI VEWA Y q STA. 1 2 10+95.15, 13.00' R 2 1 10+19.21, 11+26.15, 13 00' R 3 L4 12+32.59, 13.00' R 4 3.73 12+61.91, 13.00' R 5 N71 '32'36 "E 16+16.26, 49.88' R 6 L8 15+90.58, 65.96' L 7 100.26 14+74.75, 13.00' L 8 NO 1 '25'12 "E 14+04.75, 13.00' L 9 L 12 13+ 7J. 75, 13.00' L 10 148.81 12+67.79, 13.00' L 11 N08'05'21 "W 12+36.06, 12.99' L 12 L 16 11 +22.39, 13 00' L 13 C13 10+91.39, 13.00 L TRACT "A" (MA/NTANENCE) C14 23+54.83, 11.50' R TA TION/NG IS ALONG FLOWL/NE OF CURB ADA RAMP TABLE RAMP NO. RAMP STA. 1 23+ 73.81, 11.50' R 2 10+ 19.21, 15.52' L 3 1 10+19.21, 20.44'-R O 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 C7 MONUMEN T STA TION/NG SCHEDULE 01 21+91.51, 0.72' L (NE 16TH ST.) = 9+99.28 (ROAD A) Q 12+22.22 (ROAD A) 0 12+42.96 (ROAD A) ® 13+ 43 23 (ROAD A) 5❑ 13+63.98 (ROAD A) NO TE: 10 STREET SIGN PER CITY OF RENTON STD. PLAN G013 SEE SHEET C7 FOR DETAIL SEE SHEET C17 FOR LOCA TION DRAWINGS NOT APPROVED FOR CONSTRUCTION UNLESS STAMPED OR SIGNED APPROVED BY THE REVIEWING AGENCY CITY OE RENTON Planning/Building/Public Works Dept. UNE TABLE z UAE Lm7H BEMM Ll 380.64 N87'49'03 "W L2 222.94 N01 '25'12 "E L3 100.26 N08'05'21 "W L4 497.60 N01 '25'12 "E L5 3.73 N88'40'40"W L6 5.25 N71 '32'36 "E L 7 85.04 N87'49'01 "W L8 166.57 NO1025'12"E L9 100.26 N08'05'21 "W L10 180.91 NO 1 '25'12 "E L11 24.01 NO 1 '25'12 "E L 12 1.93 NO 1 '25'12 "E L13 148.81 NO 1 '25'12 "E L 14 100.26 N08'05'21 "W L 15 185.21 NO 1 '25'12 "E L 16 147.80 1 N87'49'01 "W DRAWINGS NOT APPROVED FOR CONSTRUCTION UNLESS STAMPED OR SIGNED APPROVED BY THE REVIEWING AGENCY CITY OE RENTON Planning/Building/Public Works Dept. R-383503 IN COMPLIANCE WITH CITY OF RENTON STANDARDS BY: Date: i ` (r BY: Date: BY: Date: BY: Date: MAERTINS RANCH I 01.20.2015 HORIZONTAL AND VERTICAL CONTROL PLAN PAGE: ORAWMG N0: C3 PERMITS: U15-001308, 615-000196 SHEET: J 2 OF: 20 DRS PROJECT N0. 14103 IAI-ININININIAIA D z CURVE TARE z CURVE LENGTH RADIUS DEL TA C1 20.75 125.00 9'30'34" C2 20.75 125.00 9'30'34" C3 6.90 20.00 1904645" C4 9.01 25.00 20',38"24" C5 49.00 25.00 112.18'39 " C6 22.90 138.00 9'30'34 " C7 18.59 1 112.00 9'30'34 " C8 13.53 25.00 31@00'10" C9 48.70 45.00 62000'20" CIO 13.53 25.00 31 '00'10" C11 33.50 25.00 76'47'13" C12 120.62 45.00 153'3427" C13 33.50 25.00 76'47'13" C14 22.90 138.00 9'30'34" C15 18.59 112.00 9'30'34" C16 39.60 25.00 904547" C17 10.07 25.00 2J426" R-383503 IN COMPLIANCE WITH CITY OF RENTON STANDARDS BY: Date: i ` (r BY: Date: BY: Date: BY: Date: MAERTINS RANCH I 01.20.2015 HORIZONTAL AND VERTICAL CONTROL PLAN PAGE: ORAWMG N0: C3 PERMITS: U15-001308, 615-000196 SHEET: J 2 OF: 20 DRS PROJECT N0. 14103 IAI-ININININIAIA D z Y1 z z Z �m m' �rn v� W zmm Cn 0 D cn n n 0° m' (7 m 5 33 �Cn z n LLJ z U D ry n U Z Q ry z LLQ Q SE 1/4 SEC TION 3, TOWNSHIP 23 N, RANGE 5 E, W.M. SAwCU,LINETINS RANCH REMOTE EX. PVIl1T.`ERSOUTH OF CUT E 16-TH� DEMOLITION NOTES: CONSTRUCTION NOTES.• LEGEND: DC '�� 1. THESE NOTES SHALL APPEAR FOR ALL PROJECTS - SITE IMPROVEMENTS, SURFACE WATER UTILITY, WASTEWATER UTILITY, WATER UTILITY, AND WITH 2 DEEP SEDIMENT BASIN Y i i X 4 ( 7RANSPORTAT70N PLANS: 7 Q DEP 77 SUMP BOTTOM .. � . " w • ` EL. 456.00 TYPE & SIZE OF PUMP T8D ; , X . ';. ., .. A T CONSTRUCRUN WI TH 7HE Cl TY OF REN TON. 1 ---`---- " t� --_ DC J. FLAG OR FENCE CLEARING LIMITS AND PROVIDE TREE PROTECTION. --- J. THE BOUNDARIES OF THE CLEARING L.' 317"S AND AREAS OF VEGETATION PRESERVATION AS PRESCRIBED ON THE PLANS SHALL BE CLEARLY O X ` FLAGGED BY SURVEY TAPE OR FENCING IN THE FIELD PRIOR TO CONS TRUC T/ON /N A CCORDA NCE WITH APPENDIX D OF THE SURFACE WATER • 410 • --ir_ PRO TEC 77 VE FENCE 4. INSTALL CATCH BASIN PROTECTION IF REQUIRED. 80 REMOVE EXISTING BRICK COLUMN mCn Q AND CONSTRUCTION = '"' 4. STABILIZED CONSTRUC77ON ENTRANCES SHALL BE INSTALLED AT THE BEGINNING OF CONSTRUCTION AND MAINTAINED FOR THE DURATION OF :.; �� ; - -- 5. GRADE AND INSTALL CONSTRUCTION ENTRANCE(S). 90 REMOVE EXISTING WALL NORTH FROM BACK OF SIDEWALK m STAGING AREA •< MU CONSTRUCTION TO PREVENT TRANSPORTATION OF SEDIMENT TO SURFACE WATER, DRAINAGE SYSTEMS AND ADJACENT PROPERTIES. ALL EROS/ON STABILIZED WITH THE APPROVED ESC COVER METHODS E.G., SEEDING, MULCHING, PLASTIC COVERING, ETC.). I ------_ - 6. INSTALL PER/METER PROTECTION (SILT FENCE, BRUSH BARRIER, ETC.). zzzi_.a.. 00, _� X 72 _; _-: - --- » 48 DIA. SUMP PUMP 7. CONSTRUCT SEDIMENT POND. 10 EXISTING WATER SERVICE TO BE ABANDONED R I 10. COVER MEASURES WILL BE APPLIED IN CONFORMANCE WITH APPENDIX D OF THE SURFACE WATER DESIGN MANUAL. Ps 2 ' �� 2 • _ --; --- ----- SYS7EMWITH 2' DEEP 8. GRADE AND STABILIZE CONSTRUCTION ROADS SOIL AMENDMENTS: I - � � pC 2� STOCKPILE AREA - -' -- -- -- - SED/HENT BASIN DEPTH SUMP BOTTOM 9. CONSTRUCT SURFACE WATER CONTROLS (INTERCEPTOR DIKES, PIPE SLOPE DRAINS, ETC.) SIMUL TANEOUSL Y WITH CLEARING AND GRAD/NG FOR Qo .�..� ' • LIMITS OF 13. A T NO TIME SHALL MORE THAN ONE (1) FOOT OF SEDIMENT BE ALLOWED TO ACCUMULATE WITHIN A CA TCH BASIN. ALL CA TCH BAS/NS AND Z. ; I - e DOWNSTREAM SYSTEM. PROJECT DEVELOPMENT. PERMANENT LANDSCAPE AREA /N INDIVIDUAL LOTS AS WELL AS AREA WITHIN LS% DIST!�RNivCE (TYP.) 14. DURING THE TIME PERIOD OF OCTOBER 1ST THROUGH MARCH 307H, ALL PROJECT DISTRIBUTED SOIL AREAS, THAT ARE TO BE LEFT TEMPORARY C T I _. \ -- ------'-- -- EL. 456.00 TYPE & SIZE OF PUMP 10. MAINTAIN EROSION CONTROL MEASURES IN ACCORDANCE WITH APPENDIX D OF THE SURFACE WATER DESIGN MANUAL AND MANUFACTURERS TRACT "A" WILL UTILIZE SOIL AMENDMENTS TO IMPROVE THE OVERALL SOIL QUALITY. CONTROL MEASURES AND SHALL PROVIDE A DEQUA TE STORAGE CAPACITY. IF THE PERMA NEN T FACILITY /S TO FUNCTION UL T/MA TEL Y AS AN s » 59 LF 12 0, s=2. o PROWDE MIN. 2'' O I ,. N �� •� o h o Mu P5 - -- -- _._ ---------- ' TBD A T CONSTRUCTION RECOMMENDA TIONS. 11. RELOCATE EROSION CONTROL MEASURES OR INSTALL NEW MEASURES SO THAT AS SITE CONDITIONS CHANGE THE EROSION AND SEDIMENT FUEL/NG NOTE. ALL TRUCK AND EQUIPMENT FUELING SHALL BE DONE IN THE CONS7RUCTION SEEDED IN PREPARATION FOR THE WINTER RAINS DISTURBED AREAS SHALL BE SEEDED WITHIN ONE WEEK OF THE BEGINNING OF THE WET T_ a` COVER 3 v 7 7' RENTON FOR REVIEW. - - --t-- .------.._ 6.00 TEMPORARY CONTROL IS ALWAYS IN ACCORDANCE WITH THE CITY'S EROSION AND SEDIMENT CONTROL STANDARDS. STAGING AREA VIA FUEL TRUCK. NO FUEL C.O.R. : n-�-- I CONSTRUC77ON 12. COVER ALL AREAS THAT WILL BE UNWORKED FOR MORE THAN SEVEN DAYS DURING THE DRY SEASON OR TWO DAYS DURING THE WET ONSITE STORAGE SHALL TAKE PLACE. X `, , �' • • �N000 i OC EASEMENT SEASON WITH STRAW, WOOD FIBER MULCH, COMPOST, PLASTIC SHEETING OR EQUIVALENT. VBF • ���� I EQUIPMEN T MAINTENANCE NOTE: i �: *�� 13. STABILIZE ALL AREAS THAT REACH FINAL GRADE WI THIN SEVEN DAYS - -- H B F - = - _ 14. SEED OR SOD ANY AREAS TO REMAIN UNWORKED FOR MORE THAN 30 DAYS ALL TRUCK AND EQUIPMENT MAINTENANCE SHALL BE DONE /N THE CONSTRUCTION _ _ STAG/NG AREA. DRIP PANS AND PLASTIC SHEET/NG BENEA TH VEHICLES SHALL BE y . ` ..�,: ASU 15. UPON COMPLETION OF THE PROJECT, ALL DISTURBED AREAS MUST BE STABILIZED AND BMPS REMOVED IF APPROPRIATE. USED. ALL WASTF FUILDS TO BE PROPERLY DISPOSED OF OFFSITE. NO ONSI7F o �� l STORAGE OF WASTE VEHICLE FUILDS SHALL TAKE PLACE. CONTRACTOR TO POST SIGNS INDICATING THAT NO VEHICLE WASH/NG IS TO TAKE PLACE /N MAINTENANCE • :, EROS/ON CONTROL NOTES & SPEC/F/CA TIONS. ��N AD" lA MP 01111D-11 CYCTr AREA. DC '�� 1. THESE NOTES SHALL APPEAR FOR ALL PROJECTS - SITE IMPROVEMENTS, SURFACE WATER UTILITY, WASTEWATER UTILITY, WATER UTILITY, AND WITH 2 DEEP SEDIMENT BASIN Y i i X 4 ( 7RANSPORTAT70N PLANS: 7 Q DEP 77 SUMP BOTTOM .. � . " w • ` EL. 456.00 TYPE & SIZE OF PUMP T8D 2• BEFORE ANY CONS 7RUC 710N OR DEVELOPMENT ACTIVITY OCCURS, A PRE- CONS TRUC TION MEETING MUST BE HELD WITH THE CED DEPAR TMEN T X . ';. ., .. A T CONSTRUCRUN WI TH 7HE Cl TY OF REN TON. 1 ANY NEW CONDI TIONS THAT MAY BE CREATED BY THE ACT70TIES AND TO PROVIDE ADDI T70NAL FACILITIES, OVER AND ABOVE MINIMUM DC DUST CONTROL SS J. THE BOUNDARIES OF THE CLEARING L.' 317"S AND AREAS OF VEGETATION PRESERVATION AS PRESCRIBED ON THE PLANS SHALL BE CLEARLY SC X ` FLAGGED BY SURVEY TAPE OR FENCING IN THE FIELD PRIOR TO CONS TRUC T/ON /N A CCORDA NCE WITH APPENDIX D OF THE SURFACE WATER • �C DESIGN MANUAL AND OBSERVED DURING CONSTRUCTION. DURING THE CONS7RUCTION PERIOD, NO DISTURBANCE BEYOND THE CLEAR/NG LIMITS X PRO TEC 77 VE FENCE SHALL BE PERMITTED. THE CLEARING LIMITS SHALL BE MAINTAINED BY THE APPLICANT/ESC SUPERVISOR FOR THE DURATION OF CONSTRUCTION. = / mCn DESIGN, SIZE NOR L OCA TION OF PIPES, RESTRIC TORS, CHANNELS, OR RETENTION FACILITIES. y 9 • TREES TO BE RETAINED TYP. ( ) 4. STABILIZED CONSTRUC77ON ENTRANCES SHALL BE INSTALLED AT THE BEGINNING OF CONSTRUCTION AND MAINTAINED FOR THE DURATION OF ' THE PROJECT. ADDI T70NAL MEASURES, SUCH AS CONSTRUCTED WHEEL WASH SYSTEMS OR WASH PADS, MAY BE REQUIRED TO ENSURE THAT ALL 8. ANY AREAS OF EXPOSED SO/LS, INCLUDING ROADWAY EMBANKMENTS, THAT WILL NOT BE DISTURBED FOR TWO DAYS DURING THE WET SEASON PAVED AREAS ARE KEPT CLEAN AND TRACK OUT TO ROAD RIGHT OF WAY DOES NOT OCCUR FOR THE DURA 77ON OF 7HE PROJECT. 5. ALL REQUIRED SEDIMENTA TION/EROSION CONTROL FACILITIES MUST BE CONSTRUCTED AND IN OPERA 77ON PRIOR TO LAND CLEARING AND/OR •< CONSTRUCTION TO PREVENT TRANSPORTATION OF SEDIMENT TO SURFACE WATER, DRAINAGE SYSTEMS AND ADJACENT PROPERTIES. ALL EROS/ON STABILIZED WITH THE APPROVED ESC COVER METHODS E.G., SEEDING, MULCHING, PLASTIC COVERING, ETC.). _ ' AND SEDIMENT FACILITIES SHALL BE MAINTAINED IN A SA RSFACTORY CONDI TION UNTIL SUCH 77ME THAT CLEARING AND/OR CONSTRUC77ON /S - 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 PERMI TEE. 00, AND MARCH 30 INCLUSIVE, UNLESS OTHERWISE APPROVED BY THE CITY THROUGH AN ADJUSTMENT PROCESS 6. THE EROSION AND SEDIMENTATION CONTROL SYSTEMS DEPICTED ON THIS DRAWING ARE INTENDED TO BE MINIMUM REQUIREMENTS TO MEET AN77CIPA 7ED SITE CONDITIONS. AS CONSTRUCT70N PROGRESSES AND UNEXPECTED OR SEASONAL CONDI TIONS DICTATE, THE PERMI TEE SHALL AN T7C/PA 7E THAT MORE EROSION AND SED/MENTA TION CONTROL FACILITIES WILL BE NECESSARY TO ENSURE COMPLE7E SIL TA 77ON CONTROL ON Call 2 Working Days Before You Dig 811 Utilities Underground Location Center (ID,MT,ND,OR,WA) A. J �&PN ,� s YA�� �•' 1'�i.� TT!\T TTA T1-1 fl T T !-I D.R. STRONG CONSUL TING ENGINEERS ENGINEERS PLANNERS SURVEYORS 620 - 7TH AVENUE, KIRKLAND, WA 98033 N0. O 425.827.3063 F 425.827.2423 EROSION CONTROL SUPERVISOR (CESCL): EARTH SOLUTIONS NW, LLC (425) 284-3300 SEDIMENT POND SIZING SUMMARY (BAKER TANK TO BE UTILIZED): THE POND WAS SIZED USING THE REQUIREMENTS STATED IN APPENDIX 'D' OF THE 2009 KCSWDM SECTION D.4.5.2 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. (CA TCHMENT AREA: 4.01 AC.) 2- YEAR PEAK FLOW RATE ...................1.10 CFS REQUIRED SURFACE AREA.....................2,288 S F. PROVIDED SURFACE AREA.....................2, 340 S F. NOTE: 3-10,000 GALLON BAKER TANKS TO BE UTILIZED IN PLACE OF SEDIMENT POND. BAKER TANKS TO BE UTILIZED AS NECESSARY UNTIL SUCH TIME THAT VAULT FLOOR AND WALLS ARE CONSTRUCTED. BAKER TANKS TO BE REMOVED AND VAULT TO BE UTILIZED FOR SEDIMENTATION AT THAT TIME. REVISION YLP 107.13.15 SURVEYED: c DESIGNED: .i77 IMA�J DRAWN: CHECKED: 11�UW AP P R APPROVE SCALE: AS NOTED ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY CONCRETE SLURRY AND WASH WA TER NOTE: ALL SLURRY DISPOSAL AND WASHING OF CONCRETE TOOLS SHALL BE DONE /N THE CONSTRUCTION STAGING AREA. CONCRETE WASTES TO BE CONTAINED AND PROPER DISPOSAL METHODS FOLLOWED. - - - - - - OP TREE PRO TEC TION NOTE: ARBOR/ST TO BE PRESENT AT TIME OF TREE PROTECTION FENCING INSTALLATION. EROSION CONTROL SEED MIXTURE: �W�'lGH T CHEWINGS OR RED FESCUE 40 ANNUAL OR PERENNIAL RYE 40 RED TOP OR COLONIAL BENTGRASS 10 W17E DUTCH CL 0 VER NORTH GRAPHIC SCALE 0 25 50 100 1 INCH = 50 FT. VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/1991 MOW P w G T C FOUND SECTION MONUMENT AS NO TED FOUND MONUMENT AS NOTED ROAD SIGNAGE MAIL BOX POWER METER POWER POLE JUNCTION BOX, SIZE VARIES LIGHT POLE NO ARM GUY WIRE WATER METER WA TER VAL VE FIRE HYDRANT TYPE 1 CA TCH BASIN STORM DRAIN MANHOLE SANITARY MANHOLE ROCKERY Cl TY OF REN TON VERTICAL BOARD FENCE HORIZONTAL BOARD FENCE DECIDUOUS TREE EVERGREEN TREE SANITARY SEWER LINE STORM LINE OVERHEAD POWER UNDERGROUND POWER UNDERGROUND WATER UNDERGROUND GAS UNDERGROUND TELEPHONE UNDERGROUND CABLE EDGE OF PAVEMENT FENCE TEMPORARY EROSION CONTROL LEGEND: CONSTRUCTION LIMITS, TO BE FLAGGED OR FENCED X SIL T FENCE '- THE PROPOSED SITE DURING THE COURSE OF CONSTRUCTION, IT SHALL BE THE OBLIGATION AND RESPONSIBILITY OF THE PERM/TEE TO ADDRESS 10 MULCHING, MATTING, & COMPOST BLANKETS M ANY NEW CONDI TIONS THAT MAY BE CREATED BY THE ACT70TIES AND TO PROVIDE ADDI T70NAL FACILITIES, OVER AND ABOVE MINIMUM DC DUST CONTROL SS REQUIREMENTS, AS MAY BE NEEDED OR AS DIRECTED BY THE COR INSPECTOR. TO PRO TEC T ADJACENT PROPER TIES AND WATER QUA L / TY OF 7HE SC X ` k ,,^__ <' RECEIVING DRAINAGE SYSTEM. �C MU 7. APPROVAL OF THIS PLAN IS FOR EROSION/SEDIMENTA TION CONTROL ONLY IT DOES NOT CONSTITUTE AN APPROVAL OF STORM DRAINAGE Cil mCn DESIGN, SIZE NOR L OCA TION OF PIPES, RESTRIC TORS, CHANNELS, OR RETENTION FACILITIES. rn m a 8. ANY AREAS OF EXPOSED SO/LS, INCLUDING ROADWAY EMBANKMENTS, THAT WILL NOT BE DISTURBED FOR TWO DAYS DURING THE WET SEASON D (OCTOBER 1ST TROUGH MARCH 30TH) OR SEVEN DAYS DURING THE DRY SEASON (APRIL 1ST TOUGH SEPTEMBER 30) SHALL BE IMMEDIA TEL Y 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 S/7ES CLEAR/NG BETWEEN OCTOBER 1 00, AND MARCH 30 INCLUSIVE, UNLESS OTHERWISE APPROVED BY THE CITY THROUGH AN ADJUSTMENT PROCESS lip -` _ . I 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 A TTEN TION, SHALL BE ADDRESSED WI THIN 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 2� STOCKPILE AREA - -' » FOLLOW NG AN EQUAL OR GREA TER THAN 1/4 OF RAIN STORM EVENT. COVER' STOCKPILE " .�..� ' • WI THIN 24 HOURS X 13. A T NO TIME SHALL MORE THAN ONE (1) FOOT OF SEDIMENT BE ALLOWED TO ACCUMULATE WITHIN A CA TCH BASIN. ALL CA TCH BAS/NS AND Z. ; I CONVEYANCE LINES SHALL BE CLEANED PRIOR TO PAVING. THE CLEANING OPERATION SHALL NOT FLUSH SEDIMENT -LADEN WATER INTO THE e DOWNSTREAM SYSTEM. LS% 14. DURING THE TIME PERIOD OF OCTOBER 1ST THROUGH MARCH 307H, ALL PROJECT DISTRIBUTED SOIL AREAS, THAT ARE TO BE LEFT I 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 WI TH THE NECESSARY EROSION CONTROL MEASURES AND SHALL PROVIDE A DEQUA TE STORAGE CAPACITY. IF THE PERMA NEN T FACILITY /S TO FUNCTION UL T/MA TEL Y AS AN s INFIL TRA TION SYSTEM, THE TEMPORARY FACILITY MUST BE ROUGH GRADED SO THA T THE BOTTOM AND SIDES ARE A T LEAST THREE FEET ABOVE •� o h o THE FINAL GRADE OF THE PERMANENT FACILITY. .,.,,.... ' 16. PRIOR TO THE BEGINNING OF THE WET SEASON (OCT. 1), ALL DISTURBED AREAS SHALL BE REVIEWED TO IDENTIFY WHICH ONES CAN BE SEEDED IN PREPARATION FOR THE WINTER RAINS DISTURBED AREAS SHALL BE SEEDED WITHIN ONE WEEK OF THE BEGINNING OF THE WET SEASON. A SKETCH MAP OF THOSE AREAS TO BE SEEDED AND THOSE AREAS TO REMAIN UNCOVERED SHALL BE SUBMITTED TO 7.1E CITY OF v RENTON FOR REVIEW. Call 2 Working Days Before You Dig 811 Utilities Underground Location Center (ID,MT,ND,OR,WA) A. J �&PN ,� s YA�� �•' 1'�i.� TT!\T TTA T1-1 fl T T !-I D.R. STRONG CONSUL TING ENGINEERS ENGINEERS PLANNERS SURVEYORS 620 - 7TH AVENUE, KIRKLAND, WA 98033 N0. O 425.827.3063 F 425.827.2423 EROSION CONTROL SUPERVISOR (CESCL): EARTH SOLUTIONS NW, LLC (425) 284-3300 SEDIMENT POND SIZING SUMMARY (BAKER TANK TO BE UTILIZED): THE POND WAS SIZED USING THE REQUIREMENTS STATED IN APPENDIX 'D' OF THE 2009 KCSWDM SECTION D.4.5.2 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. (CA TCHMENT AREA: 4.01 AC.) 2- YEAR PEAK FLOW RATE ...................1.10 CFS REQUIRED SURFACE AREA.....................2,288 S F. PROVIDED SURFACE AREA.....................2, 340 S F. NOTE: 3-10,000 GALLON BAKER TANKS TO BE UTILIZED IN PLACE OF SEDIMENT POND. BAKER TANKS TO BE UTILIZED AS NECESSARY UNTIL SUCH TIME THAT VAULT FLOOR AND WALLS ARE CONSTRUCTED. BAKER TANKS TO BE REMOVED AND VAULT TO BE UTILIZED FOR SEDIMENTATION AT THAT TIME. REVISION YLP 107.13.15 SURVEYED: c DESIGNED: .i77 IMA�J DRAWN: CHECKED: 11�UW AP P R APPROVE SCALE: AS NOTED ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY CONCRETE SLURRY AND WASH WA TER NOTE: ALL SLURRY DISPOSAL AND WASHING OF CONCRETE TOOLS SHALL BE DONE /N THE CONSTRUCTION STAGING AREA. CONCRETE WASTES TO BE CONTAINED AND PROPER DISPOSAL METHODS FOLLOWED. - - - - - - OP TREE PRO TEC TION NOTE: ARBOR/ST TO BE PRESENT AT TIME OF TREE PROTECTION FENCING INSTALLATION. EROSION CONTROL SEED MIXTURE: �W�'lGH T CHEWINGS OR RED FESCUE 40 ANNUAL OR PERENNIAL RYE 40 RED TOP OR COLONIAL BENTGRASS 10 W17E DUTCH CL 0 VER NORTH GRAPHIC SCALE 0 25 50 100 1 INCH = 50 FT. VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/1991 MOW P w G T C FOUND SECTION MONUMENT AS NO TED FOUND MONUMENT AS NOTED ROAD SIGNAGE MAIL BOX POWER METER POWER POLE JUNCTION BOX, SIZE VARIES LIGHT POLE NO ARM GUY WIRE WATER METER WA TER VAL VE FIRE HYDRANT TYPE 1 CA TCH BASIN STORM DRAIN MANHOLE SANITARY MANHOLE ROCKERY Cl TY OF REN TON VERTICAL BOARD FENCE HORIZONTAL BOARD FENCE DECIDUOUS TREE EVERGREEN TREE SANITARY SEWER LINE STORM LINE OVERHEAD POWER UNDERGROUND POWER UNDERGROUND WATER UNDERGROUND GAS UNDERGROUND TELEPHONE UNDERGROUND CABLE EDGE OF PAVEMENT FENCE TEMPORARY EROSION CONTROL LEGEND: CONSTRUCTION LIMITS, TO BE FLAGGED OR FENCED X SIL T FENCE _I V 00 STABILIZED CONSTRUCTION ENTRANCE 10 MULCHING, MATTING, & COMPOST BLANKETS M PERMANENT SEEDING AND PLAN77NG DC Call 2 Working Days Before You Dig 811 Utilities Underground Location Center (ID,MT,ND,OR,WA) A. J �&PN ,� s YA�� �•' 1'�i.� TT!\T TTA T1-1 fl T T !-I D.R. STRONG CONSUL TING ENGINEERS ENGINEERS PLANNERS SURVEYORS 620 - 7TH AVENUE, KIRKLAND, WA 98033 N0. O 425.827.3063 F 425.827.2423 EROSION CONTROL SUPERVISOR (CESCL): EARTH SOLUTIONS NW, LLC (425) 284-3300 SEDIMENT POND SIZING SUMMARY (BAKER TANK TO BE UTILIZED): THE POND WAS SIZED USING THE REQUIREMENTS STATED IN APPENDIX 'D' OF THE 2009 KCSWDM SECTION D.4.5.2 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. (CA TCHMENT AREA: 4.01 AC.) 2- YEAR PEAK FLOW RATE ...................1.10 CFS REQUIRED SURFACE AREA.....................2,288 S F. PROVIDED SURFACE AREA.....................2, 340 S F. NOTE: 3-10,000 GALLON BAKER TANKS TO BE UTILIZED IN PLACE OF SEDIMENT POND. BAKER TANKS TO BE UTILIZED AS NECESSARY UNTIL SUCH TIME THAT VAULT FLOOR AND WALLS ARE CONSTRUCTED. BAKER TANKS TO BE REMOVED AND VAULT TO BE UTILIZED FOR SEDIMENTATION AT THAT TIME. REVISION YLP 107.13.15 SURVEYED: c DESIGNED: .i77 IMA�J DRAWN: CHECKED: 11�UW AP P R APPROVE SCALE: AS NOTED ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY CONCRETE SLURRY AND WASH WA TER NOTE: ALL SLURRY DISPOSAL AND WASHING OF CONCRETE TOOLS SHALL BE DONE /N THE CONSTRUCTION STAGING AREA. CONCRETE WASTES TO BE CONTAINED AND PROPER DISPOSAL METHODS FOLLOWED. - - - - - - OP TREE PRO TEC TION NOTE: ARBOR/ST TO BE PRESENT AT TIME OF TREE PROTECTION FENCING INSTALLATION. EROSION CONTROL SEED MIXTURE: �W�'lGH T CHEWINGS OR RED FESCUE 40 ANNUAL OR PERENNIAL RYE 40 RED TOP OR COLONIAL BENTGRASS 10 W17E DUTCH CL 0 VER NORTH GRAPHIC SCALE 0 25 50 100 1 INCH = 50 FT. VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/1991 MOW P w G T C FOUND SECTION MONUMENT AS NO TED FOUND MONUMENT AS NOTED ROAD SIGNAGE MAIL BOX POWER METER POWER POLE JUNCTION BOX, SIZE VARIES LIGHT POLE NO ARM GUY WIRE WATER METER WA TER VAL VE FIRE HYDRANT TYPE 1 CA TCH BASIN STORM DRAIN MANHOLE SANITARY MANHOLE ROCKERY Cl TY OF REN TON VERTICAL BOARD FENCE HORIZONTAL BOARD FENCE DECIDUOUS TREE EVERGREEN TREE SANITARY SEWER LINE STORM LINE OVERHEAD POWER UNDERGROUND POWER UNDERGROUND WATER UNDERGROUND GAS UNDERGROUND TELEPHONE UNDERGROUND CABLE EDGE OF PAVEMENT FENCE TEMPORARY EROSION CONTROL LEGEND: CONSTRUCTION LIMITS, TO BE FLAGGED OR FENCED X SIL T FENCE 0 0 0 0 o STABILIZED CONSTRUCTION ENTRANCE MU MULCHING, MATTING, & COMPOST BLANKETS PS PERMANENT SEEDING AND PLAN77NG DC DUST CONTROL SS S7REET SWEEPING & VACUUMING SC SAWCUTT/NG AND SURFACING POLLUTION PREVENTION NE NET OR BLANKET EROSION CONTROL OINLET PROTECTION INTERCEPTOR SWALE Wl1H ROCK CHECK DAM EVERY 50' (SEE DETAIL SHEET C5) RIPRAP PAD TREE PROTECTION FENCE (TREE TO BE RETAINED) X TREE TO BE REMOVED - - - - - - - - - - - - - 2" PUMP DISCHARGE LINE � DRAWINGS NOT APPROVED FOR CONSTRUCTION UNLESS STAMPED OR SIGNED APPROVED BY THE REVIEWING AGENCY CITY OE RENTON Planning/Building/Public Works Dept. IN COMPLIANCE WITH CITY OF RENTON STANDARDS BY Date: -1 s 5 if BY: % Date: 7" 4 -6 BY: Date: BY: Date: MAERTINS RANCH I 01.20.2015 T. E.S.C. PLAN PERMITS: U15-001308, 815-000196 4 zo DRS PROJECT N0. 14103 Al- N NININIAI(A 100 I` D � z Li 0 z z C S mocn �C Cil mCn m rn m a D D oa �C m� mCn �rn C` m= m M CY �m N m cn D Cn n 0 0 mM 0❑ �C mCn t z a ►t f X X X N Z DRIVEWAYS SHALL BE PAVED TO THE EDGE OF R -O -W PRIOR TO INSTALLATION OF THE CONSTRUCTION ENTRANCE TO AVOID DAMAGING OF THE ROADWAY IT IS RECOMMENDED THAT THE ENTRANCE BE CROWNED SO THAT RUNOFF DRAINS OFF THE PAD f INSTALL DRIVEWAY CULVERT IF THERE IS A ROADSIDE DITCH PRESENT, AS PER CITY ROAD STANDARDS 4"-8" QUARRY SPALLS GEOTEXTILE 12" MIN. THICKNESS PROVIDE FULL WIDTH OF NOTES INGRESS/EGRESS AREA 1. CONDITION OF USE 1.1. CONSTRUCTION ENTRANCE SHALL BE STABILIZED WHEREVER TRAFFIC WILL BE LEAVING A CONSTRUCTION SITE AND TRAVELING ON PAVED ROADS OR OTHER PAVED AREAS WITHIN 1,000 FEET OF THE SITE. GRAB TENSILE STREBNGTH (ASTM D4751) 200 PSI MIN. GRAB TENSILE ELONGATION (ASTM D4632) 30% MAX. MULLEN BURSTSTRENGTH ASTM D3786 -80A 400 PSI MIN. AOS (ASTM D4751) 20-45 (U.S. STANDARD SIEVE SIZE) 2. DESIGN AND INSTALLATION SPECIFICATIONS 2.1. HOG FUEL (WOOD BASED MULCH) MAY BE SUBSTITUTED FOR OR COMBINED WITH QUARRY SPALLS IN ARES THAT WILL BOT BE USED FOR PERMANENT ROADS. HOG FUEL IS NOT RECOMMENDED FOR ENTRANCE STABILIZATION IN URBAN AREAS. THE INSPECTOR MAY AT ANY TIME REQUIRE THE USE OF QUARRY SPALLS IF THE HOG FUEL IS NOT PREVENTING SEDIMENT FROM BEING TRACKED ONTO PAVEMENT OR IF THE HOG FUEL IS BEING CARRIED ONTO PAVEMENT. 2.2. FENCING SHALL BE INSTALLED AS NECESSARY TO RESTRICT TRAFFIC TO THE CONSTRUCTION ENTRANCE. 2.3. WHENEVER POSSIBLE, THE ENTRANCE SHALL BE CONSTRUCTED ON A FIRM, COMPACTED SUBGRADE. THIS CAN SUBSTANTIALLY INCREASE THE EFFECTIVENESS OF THE PAD AND REDUCE THE NEED FOR MAINTENANCE. 3. MAINTENANCE STANDARDS 3.1. QUARRY SPALLS SHALL BE ADDED IF THE PAD IS NO LONGER IN ACCORDANCE WITH THE SPECIFICATIONS. 3.2. IF THE ENTRANCE IS NOT PREVENTING SEDIMENT BEING TRACKED ONTO PAVEMENT, THEN ALTERNATIVE MEASURES TO KEEP THE STREETS FREE OF SEDIMENT SHALL BE USED. THIS MAY INCLUDE STREET SWEEPING, AN INCREASE IN THE DIMENSIONS OF THE ENTRANCE, OR THE INSTALLATION OF THE WHEEL WASH. IF WASHING IS USED, IT SHALL BE DONE ON AN AREA COVERED WITH CRUSHED ROCK, AND WASHED WATER SHALL DRAIN TO A SEDIMENT TRAP OR POND. 3.3. ANY SEDIMENT THAT IS TRACKED ONTO PAVEMENT SHALL BE REMOVED IMMEDIATELY BY SWEEPING. THE SEDIMENT COLLECTED BY SWEEPING SHALL BE REMOVED OR STABILIZED ON SITE. THE PAVEMENT SHALL NOT BE CLEANED BY WASHING DOWN THE STREET, EXCEPT WHEN SWEEPING IS INEFFECTIVE AND THERE IS A 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. m 0 �'�Y STD. PLAN — 215.10 PUBLIC WORKS STABILIZED ` n ' DEPARTMENT CONSTRUCTION ENTRANCE MARCH 2008 JOINTS IN FILTER FABRIC SHALL BE SPLICED AT POSTS. USE STAPLES, WIRE RINGS, OR EOUIVALF_NT TO ATTACH FAFRIC TO POSTS. 2"x2" BY 14 Ga. WIRE OR EQUIVALENT, IF STANDARD STRENGTH FABRIC USED FILTER FABRIC 0- I 6' MAX. U Date:' POST SPACING MAY BE INCREASED �� MINIMUM 4"x4" TRENCH TO BAF WIRE BACKING IS USED BACKFILL TRENCH WITH 2"x2" BY 14 Ga. WIRE OR EQUIVALENT, IF STANDARD STRENGTH FABRIC USED FILTER FABRIC 0- I I BY. Date:' BY: �� MINIMUM 4"x4" TRENCH BY: BACKFILL TRENCH WITH BY: NATIVE SOIL 2"x4" WOOD POSTS, STEEL FENCE POSTS, REBAR, OR EQUIVALENT z (V NOTES 1. CONDITION OF USE 1.1. SILT FENCE MAY BE USED DOWNSLOPE OF ALL DISTURBED AREAS. 1.2. SILT FENCE IS NOT INTENDED TO TREAT CONCENTRATED FLOWS, NOR IS INTENDED TO TREAT SUBSTANTIAL AMOUNTS OF OVERLAND FLOW. ANY CONCENTRATED FLOW MOST BE CONVEYED THROUGH THE DRAINAGE SYSTEM TO A SEDIMENT TRAP OR POND. 2. DESIGN AND INSTALLATION SPECIFICATIONS 2.1. THE GEOTEXTILE USED MOST MET THE STANDARD LISTED BELLOW. A COPY OF THE MANUFACTURER'S FABRIC SPECIFICATIONS MOST BE AVAILABLE ON SITE. AOS (ASTM D4751) 30-100SIEVE SIZE (0.60-0.15MM) FOR SILT FILM 50-100 SIEVE SIZE (0.30-0.15MM) FOR OTHER FABRICS WATER PERMITTIVITY ASTM D491 0.02SECA-1 MINIMUM GRAB TENSILE STRENCHT (ASTM D4632) 180 LBS. MIN. FOR EXTRA STRENGH FABRIC 100 LBS. MIN. FOR STANDARD STRENGHT FABRIC GRAB TENSILE ELONGATION ASTM D4632)130 % MAX. ULTRAVIOLATE RESISTANCE(ASTM D4355) 70%MIN, 2.2. STANDARD STRENGTH FABRIC REQUIRES WIRE BACKING TO INCREASE THE STRENGTH OF THE FENCE. WIRE BACKING OR CLOSER POST SPACING MAY BE REQUIRED FOR EXTRA STRENGTH FABRIC IF FIELD PERFORMANCE WARRANTS A STRONGER FENCE, 2.3. WHERE THE FENCE IS INSTALLED, THE SLOPE SHALL NOT BE STEEPER THAN 2H:1V 2.4. IF A TYPICAL SILT FENCE IS USED, THE STANDARD 4X4 TRENCH MAY NOT BE REDUCED AS LONG AS THE BOTTOM 8 INCHES OF THE SILT FENCE IS WELL BURIED AND SECURE IN A TRENCH THAT STABILIZES THE FENCE AND DOES NOT ALLOW WATER TO BYPASS OR UNDERMINE THE SILT FENCE. 3. MAINTENANCE STANDARDS 3.1. ANY DAMAGE SHALL BE REPAIR IMMEDIATELY. 3.2. IF CONCENTRATED FLOES ARE EVIDENT UPHILL OD THE FENCE, THEY MUST BE INTERCEPTED AND CONVEYED TO A SEDIMENT TRAP OR POND. 3.3. IT IS IMPORTANT TO CHECK THE UPHILL SIDE OF THE FENCE FOR SIGNS OF THE FENCE CLOGGING AND ACTING AS A BARRIER TO FLOW AND THEN CAUSING CHANNELIZATION OF FLOWS PARALLEL TO THE FENCE. IF THIS OCCURS, REPLACE THE FENCE OR REMOVED THE TRAP SEDIMENT. 3.4. SEDIMENT MOST BE REMOVED WHEN SEDIMENT IS 6 INCHES HIGH. 3.5. IF THE FILTER FABRIC (GEOTEXTILE) HAS DETERIORATED DUE TO ULTRAVIOLET BREAKDOWN, IT SHALL BE REPLACED. Y O + A + PUBLIC WORKS DEPARTMENT Call 2 Working Days Before You Dig 811 Utilities Underground Location Center (ID,MT,ND,OR,WA) SILT FENCE STD. PLAN — 214.00 MARCH 2008 VV HOLDINGS LLC SE 1/4 SECTION 3, TOWNSHIP 23 N, RANGE 5 E, W.M. MA ER TINS RANCH 5" MAX. D DRAINAGE GRATE TRIM GRATE FRAME m v a d o o .. SEDIMENT AND DEBRIS a OVERFLOW BYPASS BELOW INLET GRATE DEVICE v FILTERED WATER A D D o• o D D ,D • D O D SECTION VIEW DRAINAGE GRATE RECTANGULAR GRATE SHOWN RETRIEVAL SYSTEM (TYP.) BELOW INLET GRATE DEVICE OVERFLOW BYPASS (TYP.) ISOMETRIC VIEW NOTES 1. Size the Below Inlet Grate Device (BIGD) for the storm water structure it will service. 2. The BIGD shall have a built -In high-flow relief system (overflow bypass). 3. The retrieval system must allow removal of the BIGD without spilling the collected material. 4. Perform maintenance in accordance with Standard Specification 8-01.3(15). �ZY O STD. PLAN — 216.30 +PUBLIC WORKS CATCH BASIN FILTER DEPARTMENT MARCH 2008 D.R. STRONG CONSUL TING ENGINEERS ENGINEERS PLANNERS SURVEYORS 620 - 7TH AVENUE, KIRKLAND, WA 98033 FN 0 425.827.3063 F 425.827 2423 2:1 MAX. SLOPE Y S _ Z LEVEL BOTTOMI— a 1' MIN. rrr_ _ = I�IIIIII,i�l—,III_ II - -1 2' MIN. r� 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: IV 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: 1V 3-5% 300 FEET (10 TO 20) H: IV 5-100/0 200 FEET (4 TO 10 H: IV 10-25% 100 FEET (2 TO 4)H:1V 25-50% 50 FEET 2. DESIGN AND INSTALLATION SPECIFICATIONS 2,1. FOR SLOPES STEEPER THAN 2H: IV WITH MORE THAN 10 FEET OF VERTICAL RELIEF, BENCHES MAY BE CONSTRUCTED OR CLOSER SPACED INTERCEPTOR SWALES MAY BE USED. THE DESIRE MEASURE MOST BE DESIGNED BY AN ENGINEER TO EFFECTIVELY INTERCEPT THE HIGH VELOCITY RUNOFF TO A SEDIMENT POND OR TRAP. 2.2. CONSTRUCTION TRAFFIC OVER TEMPORARY SWALES SHALL BE MINIMIZED. 3, MAINTENANCE STANDARDS 3.1. DAMAGE RESULTING FROM RUNOFF OR CONSTRUCTION ACTIVITY SHALL BE REPAIRED IMMEDIATELY. 3.2. IF THE FACILITY DO NOT REGULARLY RETAIN STORM RUNOFF, THE CAPACITY AND/OR FREQUENCY OF THE SWALES SHALL BE INCREASED. Y O STD. PLAN — 217.10 + + PUBLIC WORKS INTERCEPTOR SWALE LENDEPARTMENT MARCH 2008 TREE PRD TEC TION MEASURES 0. CONSTRUCTION STORAGE PROHIBITED: THE APPLICANT MAY NOT FILL, EXCA VA TE, STACK OR STORE ANY EQUIPMENT, DISPOSE OF ANY MATERIALS, SUPPLIES OR FLUIDS, OPERATE ANY EQUIPMENT, INSTALL IMPERVIOUS SURFACES, OR COMPACT THE EARTH IN ANY WAY WITHIN THE AREA DEFINED BY THE DRIP LINE OF ANY TREE TO BE RETAINED. b. FENCED PROTECTION AREA REQUIRED: THE APPLICANT SHALL ERECT AND MAINTAIN SIX FOOT (6) HIGH CHAIN LINK TEMPORARY CONSTRUCTION FENCING AROUND THE DRIP LINES OF ALL RETAINED TREES, OR ALONG THE PERIMETER OF A STAND OF RETAINED TREES. PLACARDS SHALL BE PLACED ON FENCING EVERY FIFTY FEET (50) INDICATING THE WORDS, "NO TRESPASSING — PROTECTED TREES" OR ON EACH SIDE OF THE FENCING IF LESS THAN FIFTY FEET (50'). SITE ACCESS TO INDIVIDUALLY PROTECTED TREES OR GROUPS OF TREES SHALL BE FENCED AND SIGNED. INDIVIDUAL TREES SHALL BE FENCED ON FOUR (4) SIDES. IN ADDITION, THE APPLICANT SHALL PROVIDE SUPERVISION WHENEVER EQUIPMENT OR TRUCKS ARE MOVING NEAR TREES C. PROTECTION FROM GRADE CHANGES. IF THE GRADE LEVEL ADJOINING TO A TREE TO BE RETAINED IS TO BE RAISED, THE APPLICANT SHALL CONSTRUCT A DRY ROCK WALL OR ROCK WELL AROUND THE TREE. THE DIAMETER OF THIS WALL OR WELL MUST BE EQUAL TO THE TREE'S DRIP LINE. d. IMPERVIOUS SURFACES PROHIBITED WITHIN THE DRIP LINE. THE APPLICANT MAY NOT INSTALL IMPERVIOUS SURFACE MATERIAL WITHIN THE AREA DEFINED BY THE DRIP LINE OF ANY TREE TO BE RETAINED. e. RESTRICTIONS ON GRADING WITHIN THE DRIP LINES OF RETAINED TREES. THE GRADE LEVEL AROUND ANY TREE TO BE RETAINED MAY NOT BE LOWERED WITHIN THE GREATER OF THE FOLLOWING AREAS. (l) THE AREA DEFINED BY THE DRIP LINE OF THE TREE, OR (ll) AN AREA AROUND THE TREE EQUAL TO ONE AND ONE—HALF FEET (1-1/2) IN DIAMETER FOR EACH ONE INCH OF TREE CALIPER. THE REVIEWING OFFICIAL MAY REQUIRE A LARGER TREE PRO TEC TION 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 (J') OF BARK MULCH PRIOR TO INS TALLA TION OF THE PRO TEC TI VE 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. M 11 LP 07.13.15 � SURVEYED: riM sis DESIGNED:,,•• DRAWN: Wx CHECKED: REVISION BY DATE AP P R APPROVED: SCALE: AS NOTED ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY NOTES: Y ROCK MUST COMPLETELY COVER THE m BOTTOM AND SIDES OF THE DITCH n 0 D`\ 6" MIN. moa a Z G� 24" MIN. L(I 0 oQ�o aoo0 2:1 SLOPES 2"-4" ROCK Q� G]QG� a L = THE DISTANCE SUCH THAT POINTS A AND B ARE OF EQUAL ELEVATION ;111115 oA L B o4aa0 III III .,III„ 1111= —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. Y o STD. PLAN — 217.40 + PUBLIC WORKS CHECK DAMS SPACING AND DEPARTMENT CROSS SECTIONS MARCH 2008 1. 6—FT" HIGH TEMPORARY CHAIN LINK FENCE SHALL BE PLACED AT THE DR/PLINE OF THE TREE TO BE SAVED PRIOR TO CONSTRUCTION. FENCE SHALL COMPLETELY ENCIRCLE THE TREE(S). INSTALL FENCE POSTS USING PIER BLOCKS ONLY AVOID DRIVING POSTS OR STAKES INTO MAJOR ROOTS. 2. FOR ROOTS OVER 1—IN DIA. THAT ARE DAMAGED DURING CONSTRUCTION, MAKE A CLEAN, STRAIGHT CUT TO REMOVE THE DAMAGED PORTION. ALL EXPOSED ROOTS SHALL BE TEMPORARILY COVERED WITH DAMP BURLAP TO PREVENT DRYING, AND SHALL BE COVERED WITH SOIL AS SOON AS POSSIBLE. J. WORK WITHIN PROTECTION FENCE SHALL BE DONE MANUALLY. NO STOCKPILING OF MATERIALS, VEHICULAR TRAFFIC, OR STORAGE OF EQUIPMENT OR MACHINERY SHALL BE ALLOWED WI THIN THE LIMIT OF THE FENCING. TREE PRO TEC TION DETAIL R-383505 VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/1991 DATM _ DR/PLINE I I— �'I DRAWINGS NOT APPROVED FOR CONSTRUCTION UNLESS STAMPED OR SIGNED APPROVED BY THE REVIEWING AGENCY CITY OE RENTON Planning/Building/Public Works Dept. IN COMPLIANCE WITH CITY OF RENTON STANDARDS BY. Date:' BY: Date: -746--/5 BY: Date: BY: Date: MAERTINS RANCH T.E.S.C. NOTES AND DETAILS 01.20.2015 FIELDBOOK: PAGE: DRAWING NO: C5 SHEET: 5 OF:20 v �z D j C 71 cn CIO2 Z M Z C) m� M., C 'z M M M en Cl D M M M D cn CD D' cn D D 71 cn CIO2 t: �m z �S Z C) m� M., C 'z M M M en Cl D I t: o00 (> v, > c CD � Z In M M n M M �o D cn< r Call 2 Working Days Before You Dig 811 Utilities Underground Location Center (ID,MT,ND,OR,WA) R A. AJpUFN Wv oV sNl� I�f 0 HOLDINGS LLC SE 1/4 SECTION J., TOWNSHIP 23 N, RANGE 5 E t W.M. MA FR TINS RANCH BEGIN REP" G EX. ciae AM AND / voewwr usr OF cur ------ 9T-.9-AA On AI 90' Li rTM caismic 2" MIN. HALF STREET GRIND AND OVERLA Y SEE VA UL T X- SEC 77ONS ON SHEET C12 i r-6.00' TEMPORARY caysrnucnav EASEMENT D.R. STRONG CONSUL TING ENGINEERS ENGINEERS PLANNERS SURVEYORS 620 - 7TH AVENUE, KIRKLAND, WA 98033 N O 0 425.827.3063 F 425.827 2423 REVISION END ROAD WORK AND REPLACING EX. CURB GUTTER AND SIDEWALK 25+22.96, 24.43' LT MATCH Wl'TH EXIS77NG CR -2 R = 25.00' A = 23'426" L = 10.07' POINT POINT FL. ELEV. TOC ELEV. 5 BEGIN WALL ----'o 467.48 6 467.01 7FW 476.14 7 467.06 BFW 473.9!41 466.95 46Z 45 5 END WALL 467.48 467.29 WATER VALVE 7TW 477.56 ® TYPE 1 CA TCH BASIN OO STORM DRAIN MANHOLE BFW 4 76. 00 � U z CD ROCKERY C. 0. R. Z _ r' VERTICAL BOARD FENCE H B F HORIZONTAL BOARD FENCE �- w DECIDUOUS TREE EVERGREEN TREE = SANITARY SEWER LINE STORM LINE e OVERHEAD POWER P UNDERGROUND POWER w UNDERGROUND WA TER -G- UNDERGROUND GAS ,, rn UNDERGROUND CABLE M, A "A EDGE OF PA VEMEN T r Call 2 Working Days Before You Dig 811 Utilities Underground Location Center (ID,MT,ND,OR,WA) R A. AJpUFN Wv oV sNl� I�f 0 HOLDINGS LLC SE 1/4 SECTION J., TOWNSHIP 23 N, RANGE 5 E t W.M. MA FR TINS RANCH BEGIN REP" G EX. ciae AM AND / voewwr usr OF cur ------ 9T-.9-AA On AI 90' Li rTM caismic 2" MIN. HALF STREET GRIND AND OVERLA Y SEE VA UL T X- SEC 77ONS ON SHEET C12 i r-6.00' TEMPORARY caysrnucnav EASEMENT D.R. STRONG CONSUL TING ENGINEERS ENGINEERS PLANNERS SURVEYORS 620 - 7TH AVENUE, KIRKLAND, WA 98033 N O 0 425.827.3063 F 425.827 2423 REVISION END ROAD WORK AND REPLACING EX. CURB GUTTER AND SIDEWALK 25+22.96, 24.43' LT MATCH Wl'TH EXIS77NG CR -2 R = 25.00' A = 23'426" L = 10.07' POINT POINT FL. ELEV. TOC ELEV. 5 466.98 467.48 6 467.01 467.51 7 467.06 467.56 CR -1 A = 112'18'39 " L = 49.00' POINT FL. ELEV. TOC ELEV. 1 470.24 470.74 2 469.06 469.56 3 468.47 468.97 4 466.95 46Z 45 5 466.98 467.48 CR -3 R = 25.00' A = 90'4547" L = 39.60' ® POINT FL. ELEV. TOC ELEV. 1 463.71 464.21 2 464.74 465.24 3 465.36 465.86 4 465.99 466.49 5 466.79 467.29 . ............. i ........... . CR -4 CR -3 /1 I l A A 0"1 r- I n• I P1 r' T A 11 /'% 1AJA l l Al/1Tr'_ r1 r- T I l k, l k l /1 I I I A 11 01 P1 I I A l A /1 r' • 1 n Tr- /1 PERCENT PASSING #4 SHOULD BE 25 TO 75 PERCENT. 2. DRAIN PIPE SHOULD CONSIST OF PERFORATED RIGID PVC PIPE SURROUNDED WITH 1" DRAIN ROCK. YLP 07.13.15 MAJ SURVEYED: Ic DESIGNED: .7Y.7 DRAWN: w CHECKED: BY DATE APPR APPROVED: R-383506 SCALE: AS NOTED ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY GEO TECH RECOMMENDA TIONS: STRUCTURAL FILL SOILS PLACED THROUGHOUT FOUNDA 77ON, SLAB, AND PAVEMENT AREAS SHOULD BE PLACED OVER A FIRM BASE. LOOSE OR OTHERWISE UNSUITABLE AREAS OF NA 77VE SOILS EXPOSED AT SUBGRADE ELEVA 77ONS SHOULD BE COMPAC7FD TO STRUCTURAL FILL REQUIREMENTS OR OVEREXCA VA 7FD AND REPLACED WITH A SUITABLE STRUCTURAL FILL MA 7ERIAL. WHERE S7RUCTURAL FILL SOILS ARE USED TO CONSTRUCT FOUNDATION SUBGRADE AREAS, THE SOIL SHOULD BE COMPACTED TO THE REQUIREMENTS OF STRUCTURAL FILL DESCRIBED /N 77-1E FOLLOWING SECTION. FOUNDA 77ON SUBGRADE AREAS SHOULD BE PROTECTED FROM DISTURBANCE, CONSTRUC77ON TRAFFIC, AND EXCESSIVE MOISTURE. WHERE INSTABILITY DEVELOPS BELOW STRUCTURAL FILL AREAS, USE OF A WOVEN GEO7EX77LE BELOW THE STRUCTURAL FILL AREAS MA Y BE REQUIRED. A REPRESENTA T7 VE OF ESN SHOULD OBSERVE STRUCTURAL FILL PAVEMENT IN FOUNDATION, SLAB AND PA VEMENT AREAS. WET SEASON GRADING PERCHED GROUNDWATER MAY BE PRESENT NEAR THE CONTACT BETWEEN THE WEATHERED SOIL AND UNDERLYING UNWEATHERED GLACIAL 77LL SOIL. THIS CONDI TION COUPLED WITH THE MODERATE TO HIGH MOISTURE SENS/ 77 t4 TY OF THE SOIL WILL MAKE GRADING DURING PERIODS OF RAIN MODERA TEL Y DIFFICULT MASS GRADING SHOULD TAKE PLACE DURING 77 -IE LATE SUMMER MONTHS WHEN CONDITIONS ARE MORE FAVORABLE. IF GRADING TAKES PLACE DURING THE WETTER WINTER OR SPRING MONTHS, A CON77NGENCY IN THE PROJECT BUDGET SHOULD BE INCLUDED TO ALLOW FOR EXPORT OF NA T7VE SOIL AND IMPORT OF STRUCTURAL FILL AS DESCRIBED BELOW. IMPORTED SOILS IMPORTED SOIL /N7ENDED FOR USE AS STRUCTURAL FILL SHOULD CONSIST OF A WELL GRADED GRANULAR SOIL WITH A MOISTURE CONTENT THAT IS AT OR NEAR THE OP77MUM LEVEL. DURING WET WEATHER CONDI TIONS, IMPORTED SOIL INTENDED FOR USE AS S7RUC7URAL FILL SHOULD CONSIST OF A WELL GRADED GRANULAR SOIL WITH A FINES CONTENT OF 5 PERCENT OR LESS DEFINED AS THE PERCENT PASSING THE #200 SIEVE, BASED ON THE MINUS 77-IREE-QUAR7ER INCH FRACTION. S7RUC7URAL FILL S7RUCTURAL FILL IS DEFINED AS COMPACTED SOIL PLACED IN FOUNDATION, SLAB -ON -GRADE, AND ROADWAY AREAS FILLS PLACED TO CONSTRUCT PERMANENT SLOPES AND THROUGHOUT RETAINED WALL AND UTILITY TRENCH BACKFILL AREAS ARE ALSO CONSIDERED STRUCTURAL FILL. SOILS PLACE /N S7RUCTURAL AREAS SHOULD BE PLACED IN LOOSE LIFTS OF 12 INCHES OR LESS AND COMPACTED TO A RELATIVE COMPACTION OF 90 PERCENT, BASED ON THE LABORATORY MAXIMUM DRY DENSITY AS DETERMINED BY 774E MODIFIED PROCTOR METHOD (ASTM D-1557). SOIL PLACED /N U77LI TY TRENCHES, PAVEMENT AREAS AND /N THE UPPER 12 INCHES OF SLAB -ON -GRADE AREAS SHOULD BE COMPACTED TO A RELATIVE COMPACTION OF AT LEAST 95 PERCENT. ADDITIONALLY, MORE STRINGENT COMPACTION SPECIFICA T70NS MAY BE REQUIRED FOR UTILITY TRENCH BACKFILL ZONES, DEPENDING ON THE RESPONSIBILITY U77LI TY DISTRICT OR JURISDICTION. VER TICAL DA TUM: NA VD 88, PER CITY OF RENTON VERTICAL CONTROL. SOIL NO TES: 1. THE SOIL MOISTURE HOLDING CAPACITY OF ALL NEW PERVIOUS SURFACE THA T A T PROJECT COMPLE77ON WILL NOT BE COVERED BY IMPERVIOUS SURFACE OR /NCORPORA IED INTO A DRAINAGE FACILI TY MUST BE PROTECTED. THE DUFF LAYER AND NATIVE TOPSOIL SHALL BE RETAINED IN AN UNDISTURBED STATE TO THE MAXIMUM EXTENT FEASIBLE. 2. ANY DUFF LAYER OR TOPSOIL REMOVED DURING GRADING SHALL BE STOCKPILED ONSITE IN A DESIGNATED, CONTROLLED AREA NOT ADJACENT TO PUBLIC RESOURCES AND CRI77CAL AREAS THE MATERIAL SHALL BE REAPPLIED TO OTHER PORTIONS OF THE SITE WHERE FEASIBLE. J. 774E SOIL IN ANY AREA THA T HAS BEEN COMPACTED OR THA T HAS HAD SOME OR ALL OF THE DUFF LA YER OR UNDERLYING TOPSOIL REMOVED SHALL BE AMENDED TO MITIGATE FOR LOST OF MOISTURE -HOLDING CAPACITY. THE AMENDMENT SHALL TAKE PLACE BETWEEN MAY 1 AND OCTOBER 1. REPLACED TOPSOIL SHALL BE A MINIMUM 8 INCHES THICK. REPLACED TOPSOIL SHALL HA VE AN ORGANIC MATTER CONTENT BETWEEN 8 AND 13 PERCENT DRY WEIGHT AND A PH SUITABLE FOR THE PROPOSED LANDSCAPE PLANTS. 4. ALL ROADS ARE SUBJECT TO COMPLIANCE WITH 774E CITY-OF-RENTON TRENCH RESTORATION OVERLAY REQUIREMENTS AS WELL AS APPROVAL BY THE Cl TY -OF -REN TON INSPECTOR. TRENCH RES TORA TION NO TE.- ALL E: ALL ROADS ARE SUBJECT TO COMPLIANCE WITH THE COR TRENCH RESTORATION & OVERLAY REQUIREMENTS AS WELL AS APPROVAL BY THE COR INSPECTOR. NORTH GRAPHIC SCALE 0 25 50 100 1 INCH = 50 FT. VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/1991 LEGEND: SITE VOLUME CALCULATIONS CUT VOLUME FILL VOLUME NET VOLUME (cu YDS.) (cu ros) (cu. YDS.) 8,762 8,204 558 CUT *THESE VOLUME CALCULATIONS ARE APPROXIMATE. CONTRACTOR SHOULD USE THEIR OWN CALCULATIONS FOR CONSTRUCTION PURPOSES **INCLUDES VAULT EXCA VA TION GENERAL NO TES S/ TE AREA: 177,68J S.F. (4.079 ACRES) AREA OF WORK: 177,68J S.F. (4.079 ACRES) 1. ALL SURPLUS SOILS SHALL BE EXPORTED TO AN APPROVED DROP OFF SITE. EXCEPT FOR DUFF LAYER AND TOP SOIL TO BE REAPPLIED TO OTHER AREAS. 2. FILL NEEDED IN EXCESS OF ONSITE SOIL SHALL BE IMPORTED FROM AN APPROVED SOURCE AND SHALL BE APPROVED BY THE GEOTECHNICAL ENGINEER. DRAWINGS NOT APPROVED FOR CONSTRUCTION UNLESS STAMPED OR SIGNED APPROVED BY THE REVIEWING AGENCY A CITY OE RENTON Planning/Building/Public Works Dept. IN COMPLIANCE WITH CITY OF RENTON FOUND SEC 77ON MONUMENT AS NO 7ED ® FOUND MONUMENT AS NOTED FD -T ROAD SIGNAGE ® MAIL BOX ® POWER ME7FR Date: POWER POLE a JUNC77ON BOX, SIZE VARIES LIGHT POLE NO ARM GUY WIRE ® WA TER METER ' WATER VALVE FIRE HYDRANT ® TYPE 1 CA TCH BASIN OO STORM DRAIN MANHOLE ® SANITARY MANHOLE CD ROCKERY C. 0. R. CITY OF RENTON VBF VERTICAL BOARD FENCE H B F HORIZONTAL BOARD FENCE 0 DECIDUOUS TREE EVERGREEN TREE = SANITARY SEWER LINE STORM LINE e OVERHEAD POWER P UNDERGROUND POWER w UNDERGROUND WA TER -G- UNDERGROUND GAS UNDERGROUND TELEPHONE 6- UNDERGROUND CABLE M, A "A EDGE OF PA VEMEN T X x FENCE SITE VOLUME CALCULATIONS CUT VOLUME FILL VOLUME NET VOLUME (cu YDS.) (cu ros) (cu. YDS.) 8,762 8,204 558 CUT *THESE VOLUME CALCULATIONS ARE APPROXIMATE. CONTRACTOR SHOULD USE THEIR OWN CALCULATIONS FOR CONSTRUCTION PURPOSES **INCLUDES VAULT EXCA VA TION GENERAL NO TES S/ TE AREA: 177,68J S.F. (4.079 ACRES) AREA OF WORK: 177,68J S.F. (4.079 ACRES) 1. ALL SURPLUS SOILS SHALL BE EXPORTED TO AN APPROVED DROP OFF SITE. EXCEPT FOR DUFF LAYER AND TOP SOIL TO BE REAPPLIED TO OTHER AREAS. 2. FILL NEEDED IN EXCESS OF ONSITE SOIL SHALL BE IMPORTED FROM AN APPROVED SOURCE AND SHALL BE APPROVED BY THE GEOTECHNICAL ENGINEER. DRAWINGS NOT APPROVED FOR CONSTRUCTION UNLESS STAMPED OR SIGNED APPROVED BY THE REVIEWING AGENCY A CITY OE RENTON Planning/Building/Public Works Dept. IN COMPLIANCE WITH CITY OF RENTON STANDARDS BY: ` Date: BY: Date: BY: Date: BY: Date: TE: MAERTINS RANCH wiao.zois ROAD AND GRADING PLAN &DETAILS DIRAWING.o. CB PERMITS: U15-001308, 615-000196 H•= 6 OF: 20 DRS PROJECT N0. 14103 IAI-INININ NIAIA o z z D C:) om P n� Lz m m Q m m Cn 0 D ' z G' z C m m cn T 0I m Q ��o D a rnn �mC < ' X X X X X X X Q O O N Ln 0 J oCURB RAMP WIDTH 4'- 0" MIN. LANDING MATCH ( A YY CURB RAMP WIDTH -SEE CONTRACT PLANS NOTES NS Y =NCI wDTH r . O• MCN. 1. Provide s sapsi a Curb Ramp for each marked or unmarked emss"AL w i I WIDTH CONTRACTCH CTT PLANS Cub Ramp location shag be placed within the width of the associs u LANDIGRADE BREAK LANDING 1 crosswak or as shown M the Contract Plans. NG SEE CONTRACT PLANS - CURB RAMP GRADE BREAK 2. Where 'GRADE BREAK" Is called out the entire length GRADE BREAK CEMENT CONCRETE SIDEWALK - I break between the two ad)aoent surface plates S be flush. grade I 4' - G. MIN. SEE CONTRACT PLANS - 1 r - 0" MIN. I PROVIDE SMOOTH SEE NOTE 5 3. Do net CEMENT CONCRETE TRANSITION TO Plebe Gratings, th Curb Ron po r o Access Covers, lx b Ra p o rle- SIDEWALK - SEE NOTE 5 , SIDEWALK SEE CONTRACT PLANS - I Z - AEE CONTRACT PLANS - La�ngb hOnt of the Curb Ramp or an srry part of the Curb Ramp or WIDTH (TYP.) 4'. .MIN. I I ! - 0' MBJ. z.osJ MAX z. MAK 4PASION. See the Contract Plans for the curb design specified. See Standard Plan FLARE (TVP.) JOINT"(EXP AN SEE ,, BUFFER WIDTH - MATCH TO F•10.12 for Curb, Curb and Gutter, Depressed Cub and Gutter, and 3/8" EXPANSION , CURB RAMP STANDARD PUN F-30.10 , +>• CUM RAMP DOTH (TYP.) Pedestrian Cub defogs. JOINT- SEE (TYP.) STANDARD PLAN F-30.10 I GRADE v,, I 5. See Standard Plan F-30.10 for henget CaKaele Sidewagc details. GRADE BREAK BREAK TRANSITION TO SIDEWALK BUFFER. IF Sea Contract Plane; for width and placement of sldawalk• PRESENT, OR TO BACK OF CURB (TYP.) - ..•..••-£:BBi:r -.Y _ SEE CONTRACT PUNS 10.0% ......... ..;_ --.. +• B. The Bid tam 'Cement Concrete Curb R T does not Include MAUC F::• :FI: toohMAX. -- v ..... qhs YPe_ CEMENT CONCRETE the ad)eoarht Curb, Cub and Goiter, Depressed Curb and Gutter, CURB. OR CURB _-` Pedsatrin Curb, or SidewagL AND GUTTER - _ �.-- CURD. OR CURB PEDESTRIAN CURB - T The Curb ng slope shag not require to ramp length SEE NOTE 4 -"- AND GUTTER - SEE �� 4 Ramp madmlun nashl DETECTABLE WARNING SURFACE - SEE NOTE 4 D , to exceed 15 -Feet to avoid Chasing the slope indernilely when connecting SEE STANDARD PUN F45.10 DETECTABLE VIDUMNG SURFACE - to shop grades. VOW applyMhg the 15 -root rtISIX11 BUM length, the running FACE OF CURB I FACE OF CURB -� SEE STANDARD PLAN F49." slope of the Curb Ramp shag as got as feeble. MEASURED PARALLEL DEPRESSED CURB AND GUTTER - E DEPRESSED CURS AND GLITTER S. Curb Ramp, Landing, and Flares shag receive broom finish. Sea TO CURB (TYP.) CROSSWALK SEE NOTE 4 C ROSSIAAUK Standard Specifications 4.14. L LEGEND SLOPE BJ EITHER DIRECTION PLAN VIEW PLAN ViEW TYPE PERPENDICULAR A TYPE PERPENDICULAR B DETECTABLE WARNING SURFACE - (SHOV114 WITH BUFFER) CEMENT CONCRETE DETECTABLE VIAyattaNG SURFACE - SEE S7ANDARO PUN F-46.10 PEDESTRIAN CURB - SEE STANDARD RAN F45.10 4'- Cr MIN. 15' - 0' MAX. GRADE BREAK SEE NOTE 4 SLOPE TREATMENT - SEE CONTRACT PLANS SEE NOTE 7 COUNTER SLOPE - SEE STANDARD PLAN F-30.10 GRADE BREAK !T0% MAX. 2.OYe MAX. � 3• R TVP. DRESSED CURB ANO Gl1TTCN1 - A.3% SEE NOTE 4 �TOP OF ROADWAY / CEMENT CONCRETE CURB Q ATRIC� j I LANDING J CURB RAMP - . T } AND GUTTER - SEE NOTE 4 w� C DEPRESSED CIM AND GUI TER - g -SEE STANDARD RAN F-19.12 CURB RADNJS DETAIL m C ! I SECTION O OAa CEMENT CONCRETE CURB RAMP *TYPE 03,353 0 db 1��! i PERPENDICULAR S' PAY LIMIT -SEE NOTE a �f!VI6T:�� GN211, e/ONAL 6!t PERPENDICULAR CURB RAMP STANDARD PLAN F-40.15-02 SHEET 1 OF 1 SHEET APPROVED FOR PUBLICATION Paseo Bakof9eh N &2213 ISOMETRIC VIEW WOMETIW VIEW - TYPE PER A PAY LIMIT -.0 -TYRE PERPENOICUUIR B PAY LIMIT �z fAILBOX CONCRETE PAD Di STA. 21+28.79, 12.00' RT (NE 16TH ST.) Call 2 Working Days Before You Dig 811 Utilities Underground Location Center (ID,MT,ND,OR,WA) =TAIL SCA LE.• 1 "=5' VV HOLDINGS LLC iZ CLIFF � 110 M 2 SE 1/4 SECTION J. TOWNSHIP 23 N., RANGE 5 E .9 We M. +� 3 MA ER TINS RANCH 'cn = D X Y 3/0" EXPANSION JOINT (TYP.) (SEE STD. PLAN F-3) 3' 0" 13' 1'• CEMENT VARIES •- 14' CONCRETE MIN. (SEE CONTRACT) 4' 0- 10' 9" SIDEWALK 5 0 7 B' , I ��. } P I BUFFER STRIP SEE NOTE 1 2' 6- 2 6" CEMENT CONCRE-E (TYP.) E -- CURB & GJTTER V BID ITEM (SEE NOTE 3) DRIVEWAY ENTRANCE SIDE SLOPE (TTP.) PLAN VIEW CEMENT ON -R DRLVEWAYSCALE ENTRANCE TYPE 3 NOT TO DRIVEWAY 5'-0" 6'-0" DEPRESSED (BY OTHERS) 1/2" R (TYP.) �1 CURB & GIITIER 2% '<o /y (SEE NOTE 3) 3/8" EXPANSION •JOINT (TYP.) (SEE STD. PLAN F-3) SECTION O VARIES - VARIES VARIES - 14' MIN. 2'6" to 0 2'6" to 0 (SEE CONTRACT) DRIVEWAY ENTRANCE SIDE SLOPE (TYP.) VARIES 6" to 0 BUFFER STRIP SECTION O CEMENT CONCRETE DRIVEWAY ENTRANCE �2 Q . D Sheet 5 OF 6 _ A A I � B C \ i DETECTABLE WARNING NOTES 1. The Detectable 4Vaming Surface (DWS) shall extend the full width of the curb rem exclusive of flares or the lending. P ( ) Rl Q r CURB RAMP, LANDING, CUT- ,^- SURFACE (DWS) - } THROUGH OR WALKWAY SEE NOTE 9 _ 1 E �-- Q © -T_/ \ MN. MAX. �> 0 F- / 1 - A 1.60" 2.40 7 1 A I B ___ _.., B 0.85 - BACK OF CURB -SEE NOTE 2 y= 7-0. MIN -• C C145" Owl TVP. OF ALL TRUNCATED DOME 1'��-. ! APPLICATIONS ITpryg i - D 0.9" 1.40' f �_ -__ - - --- -- 2. The Detectable Warning Surface snap be placed at the back of t�rb, and need not follow the radius. 3. The rows of truncated domes shall be aligned to be perpendicular to the grade break at the back of curb. 4. The rows of truncated domes shall be aligned to be parapet to the direction of travel. 5. K curb and g~ are not present, such as a shared -use path connection, O IQ 10' DWG. NAME: SECTION E 0.2" 0.2" -- the Detectable Wangling Surface shall be placed at the pavement edge. Q SEE STANDARD SPECIFICATIONS FOR S. See Standard Plans for sidewalk and curb ramp details. W N N _IRFF COLOR OF SURFACE CURB AND GUTTER --- MATCH T WIDTH F R RAM 7. if a curb ram M required, the location of the Detectable Mining Surface P �q g TRUNCATED DOME SPACING LANDING, CUT -THROUGH OR Y TRUNCATED DOME DETAILS must be at the bottom of the ram and Within the required distance from 3 Lr\ w ui SEE NOTE 3 o 9 M O m LANDING OFFSET CURE RAMP -� SEE NOTE 8 WALKWAY DETECTABLE WARNING SURFACE DETAIL - the red.P S. When the grade break between the curb ramp and the landing Is lees than or equal to 5 R. from the back of curb at ISO points, place the Detectable Weming Suftce on the bottom of the curb ramp. r WIDTH OF LANDING WALKWAY \ ?, : - WALKWAY �. WALKWAY --; WALKWAY VNpTH OF CUT -THROUGH WIDTH OF CUT -THROUGH -U DETECTABLE WARNING ),• -)' '� r(T�'P.) J '-�'1 (TVP.) U) j 1 SURFACE (DWS) - SEE NOTE 4 -CURB RAMP �( ; J BACK OF CURB �' i / 17 - D"MIN 1 F( ARF FLARE '� "" (2 - 0- / SINGLE DIRECTION CURB RAMP ;; _ ( 4L m (GRADE BREAK BETWEEN CURB ANDWIN./ LANDING s 5 FT. FROM BACK OF CURB) \\ \ ' (SEE NOTE 8) I \ DETECTABLE WARNING i / oLANDING BACK OF CURB - ` SURFACE (DWS) I DETECTABLICE E BACK OF CURB - I DIRECTION OF SEE NOTE 2 SEE NOTE 3 1 SEE NOTE 2 w •' \ SEE NOTE 3 TRAVEL _ WIDTH OF CURB RAMP CURB RAMP_i : 1 'L BACK OF CURB - -- O SEE NOTE 2 2'- o MIN. WIDTH OF PERPENDICULAR CURB RAMP WALKWAY` (:•' i WALKWAY (SEE NOTE 6) ISLAND CUT -THROUGH -- MOTH OF CURB RAMP, \� b LANDING. OR WALKWAY DETECTABLE WARNING J�7 RI �• g �' % • DETECTABLE WARNING. SURFACE (1YP,) -f ( �.I SEE NOTE 3 SURFACE (DWS) -SEE NOTE 3.-.� -- 7 �MEDIAN CUT•THROUGH ( \ BACK OF CURB - �� �' ' �- BACK OF CURB ^� SEE NOTE 2 �.Zj 1 /!f SEE NOTE 2 ;� �• � a SINGLE DIRECTION CURB RAMP DETECTABLE wARwr4G'J (GRADE BREAK BETWEEN CURB AND SURFACE (DWS) - -'' ! bol { i J) , I' w1orH of saARED-I USE PATH OR o� Azov 0363 �O a� 3 LANDING > 5 FT. FROM BACK OF CURB) SEE NOTES 4 & 7 A J STET (SEE NOTE B) , IV �I •' i Iu WALKWAY(TYP� rS�ohAf T1G�`� CURB RAMP - CURB RAMP ' k; WALKWAY -, �, LANDING , +� WALKWAY % / / MOTH OF CUT -THROUGH -� - SHARED USE Will � i -1" (rYP.) PATH OR `I _ WALKWAY DETECTABLE WARNING 1 ^! 1 L ROUNDABOUT SPLITTER I i . - ISLAND PAVESURFACE aEDGE -r SHOULDER STANDARD PLAN P-45.10-01 -•� RAIL o •, SHEET 1 OF 1 SHEET _�- DETECTABLE WARNING - DETECTABLE WARNING : APPROVED FOR PUBLICATION BACK OF CURB _ SURFACE (DNtS) -SEE NOTE 3 .....••.... `- PATHSURFACE SE NOTES 4 & 5 Pasco Bakodch 111 04121/'12 SEE NOTE 2 WIDTH OF w w; y LANDING PARALLEL CURB RAMP (SEE NOTE s) 5TAW "SON IMPRINT 0ATL PEDESTRIAN RAILROAD CROSSINGSHARED-USE PATH CONNECTION WOO114 em" SM& o.a-hahSMof TI.asriaeerh PLACEMENT GUIDELINESeo r �z fAILBOX CONCRETE PAD Di STA. 21+28.79, 12.00' RT (NE 16TH ST.) Call 2 Working Days Before You Dig 811 Utilities Underground Location Center (ID,MT,ND,OR,WA) =TAIL SCA LE.• 1 "=5' VV HOLDINGS LLC iZ CLIFF � 110 M 2 SE 1/4 SECTION J. TOWNSHIP 23 N., RANGE 5 E .9 We M. +� 3 MA ER TINS RANCH 'cn = D X Y 3/0" EXPANSION JOINT (TYP.) (SEE STD. PLAN F-3) 3' 0" 13' 1'• CEMENT VARIES •- 14' CONCRETE MIN. (SEE CONTRACT) 4' 0- 10' 9" SIDEWALK 5 0 7 B' , I ��. } P I BUFFER STRIP SEE NOTE 1 2' 6- 2 6" CEMENT CONCRE-E (TYP.) E -- CURB & GJTTER V BID ITEM (SEE NOTE 3) DRIVEWAY ENTRANCE SIDE SLOPE (TTP.) PLAN VIEW CEMENT ON -R DRLVEWAYSCALE ENTRANCE TYPE 3 NOT TO DRIVEWAY 5'-0" 6'-0" DEPRESSED (BY OTHERS) 1/2" R (TYP.) �1 CURB & GIITIER 2% '<o /y (SEE NOTE 3) 3/8" EXPANSION •JOINT (TYP.) (SEE STD. PLAN F-3) SECTION O VARIES - VARIES VARIES - 14' MIN. 2'6" to 0 2'6" to 0 (SEE CONTRACT) DRIVEWAY ENTRANCE SIDE SLOPE (TYP.) VARIES 6" to 0 BUFFER STRIP SECTION O CEMENT CONCRETE DRIVEWAY ENTRANCE �2 Q . D Sheet 5 OF 6 (SEE NOTE B) ADOPTED . Rl Q STANDARD PLANS o O IQ 10' DWG. NAME: U) C Q �z fAILBOX CONCRETE PAD Di STA. 21+28.79, 12.00' RT (NE 16TH ST.) Call 2 Working Days Before You Dig 811 Utilities Underground Location Center (ID,MT,ND,OR,WA) =TAIL SCA LE.• 1 "=5' VV HOLDINGS LLC iZ CLIFF � 110 M 2 SE 1/4 SECTION J. TOWNSHIP 23 N., RANGE 5 E .9 We M. +� 3 MA ER TINS RANCH 'cn = D X Y 3/0" EXPANSION JOINT (TYP.) (SEE STD. PLAN F-3) 3' 0" 13' 1'• CEMENT VARIES •- 14' CONCRETE MIN. (SEE CONTRACT) 4' 0- 10' 9" SIDEWALK 5 0 7 B' , I ��. } P I BUFFER STRIP SEE NOTE 1 2' 6- 2 6" CEMENT CONCRE-E (TYP.) E -- CURB & GJTTER V BID ITEM (SEE NOTE 3) DRIVEWAY ENTRANCE SIDE SLOPE (TTP.) PLAN VIEW CEMENT ON -R DRLVEWAYSCALE ENTRANCE TYPE 3 NOT TO DRIVEWAY 5'-0" 6'-0" DEPRESSED (BY OTHERS) 1/2" R (TYP.) �1 CURB & GIITIER 2% '<o /y (SEE NOTE 3) 3/8" EXPANSION •JOINT (TYP.) (SEE STD. PLAN F-3) SECTION O VARIES - VARIES VARIES - 14' MIN. 2'6" to 0 2'6" to 0 (SEE CONTRACT) DRIVEWAY ENTRANCE SIDE SLOPE (TYP.) VARIES 6" to 0 BUFFER STRIP SECTION O CEMENT CONCRETE DRIVEWAY ENTRANCE 5' 611tJ. _ VARIES (SEE NOTE 7) i TYPES 1, 2, 3, & 4 (SEE NOTE e) Sheet 5 OF 6 (SEE NOTE B) ADOPTED BY: CITY OF RENTON � STANDARD PLANS o LST DATE: 04/04 DWG. NAME: F004-4 SP PAGE: F004.4 RENT NCRETE EwALK iO] 4'..,',i,RV V I IV:Y JVIIY, SEE NOTE 1 - B CEMEtITCONCRETE 6 GUTTER RAI,IPVVJO /2HlV (iYSLOPE(TYP.) (SEE NOTE 31 3 8' CONTRACTION JOWT P (SEE STD. PLAN 1721 PLAN VIEW V4RIES ! (5Efi TJOTE lei) 1 MAX SEE NhiL 8 {TYP) IV IT I • r s• f,nn 6• MIN 6• MIN DEPRESSED ,,URRA GUTTFR CEMENT CONCRETE \ SIDEWALK 3,E' EXPANSION JOINT (TYP.1 (SEE NOTE 31 \ SECTION O iSEE STD. PLAtt 1021 ,�-....�..\ 1,R(TYP.I ,,. 51DEVJALK W1DT}+ 2- ` IO, DIFFERENCE IN SLOPE r,1AX -DRIVEWAY WI PbSITNE SLOPE (SLOPE SHOV44 EXAG)EnATED) ORIVEWAY oRlvswnr wr RELAnve SErI 3 NEGATIVE SLOPE (SLOPE - SHOWNEXAGGERATEOI 1 l , CEMENT CONCRETE. stoewAuk TYPE R113 -- ISOMETRIC VIEW (RESIDENTIAL; WiTH BUFFER) CEMENT CONCRETE CURB 6 GUTTER (SEE NOTE 3) 1 5" 1-1/27- STD 90' BRACKET OR 360' ADJUSTABLE BRACKET IF REQUIRED. IPIPE CAP 1 2" GALVANIZED STEEL PIPE For NOTES STD, PLAN 104.2 � STD. PLAN �- 10'x.3 + ; PUBLIC WORKS CEMENT CONCRETE DRIVEWAY ppR VED; , 1. DEPARTMENT ENTRANCE - TYPE RIB Mi / 21 Ni ATE 1 D.R. STRONG CONSUL TING ENGINEERS ENGINEERS PLANNERS SURVEYORS 620 - 7TH AVENUE, KIRKLAND, WA 98033 FN O 425.827.3063 F 425.827.2423 REVISION Gregg Zimmerman, Public- Works Adminl5trator 1 CEMENT 1--1/2' CONCRETE CLASS 'B' 3' - 5/801 1-1/2' MINUS CRUSHED ROCK 42" MAX 24" MIN B" 8'-6' 2' MIN CLEARANCE FROM FACE OF CURB. 10' MIN CLEARANCE IF iJO CURB. , GROUND MOUNTED STREET NAME SIGNS ADOPTED w CiTY OF RENTON �i�••{�1�7 $ STANDARD PLANS LST DATE: 04/04 DWG. NAME: GO 13 SP PAGE: G013 t.,... _ __ .._ Vit,1TL RE -F a., fin; -t eg.Y' a i-.iir.:ti i<.rtf:rt ):.�EIMENT C0z'41RETE ' PEDESTRIAN (,-URB I ..,....... ..r.:a.s"i-1.sw... i 1 :.E%1EN € T "ICRETIy S TRAFFIC CURB AND GUTTER T... ..# i; 1-F£ ..: s I�HAI z (:' T,ti t T t I A :t _ �.. T 1«Ft i; 4, - I I. DF.FIR r "mil" D (5, JR B Sof TIctf l °. .t,. ' HLLs L r>9'.'I # 5..°fi't EWAYa :,Ur J ... _...... _.... ... i t.)� s t y{I,l.:: -•', >1ti1 I:'<>. ,Asa,+t+' n .€- ,^1 ° f•, �*;�.:. ,."« :r.' 1.)FPRES EC) t"L7RS ESyIt'' I�# FACE ,.r , .. 11 I I I at' IT r.El``.11ENT >I��O14C"'RETE i TRAFFIC CURS S DFPRES ED CURB DFTAIL r ,' ::a,. 1 �? ! E ifjf,.I ;-,-f ! T.;1 F•. ,•:1 ls;i,:.?, e .5 f .,.., Ir 'l. ;;1 - �;:^' ,. xb t .>t T >L' # f:.. ?e•.I >:€:� :�;.'�;3 STD I i4AN 1.01 .. ..... 4R .T CEMENT CONCRETE CURB r r vp yyqq ,. tt vA . x '9 d a3:1 ft9 5 15 5 , Ak CEMENT CONCRETE CURB A GUTTER (SEE NOTE 3) DEPRESSCEMENTCtJRB IIIGUTTER OUTHfC CONCR -, SIDEWALK ' ;i� (SEE DETAIL THIS SHEET) TYPE C213 ISOMETRIC VIEW (COMMERCIAL, WiTH BUFFER) NOTES 1, When a driveway width exceeds 15 feet, construct a full depth expansion Joint with 3/8" joint filler along the driveway lane lines FACE OF CURB 1 (see std. plan 102). Construct expansion Joints parallel with the BEE SEE DEPREBSED CURB DETAIL �J I tl 1J2` ~ all THIS SHEET centerline as required at 15 maximum spacing when driveway CONTRACTION Jolt -•. widths exceed 30' sTO PLAN 102 ` s 1rx' 1 +• -' -b,� I` 112' R TOP OF 2, See std. plan 102 for sidewalk details. _T _ �, ROADWAY 3, Curb and gutter shown, other curb designs may be specified. a C See std, plan 101 for curb details. ' , a 10' 4, Not used. 5, The engineer will design all driveways to Include elevations at all NOTE DWVE VAYLONGITUDINALEXPANSION points marked with t3ymbo! "X". AIi elevations are at the back of DEPRE8SE01 MQN�Lfil I� CURB fl GUTTER DETAIL curt 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 vierw. 8. Slopes shall comply with sections 8303,2.1 or 8303,2,2 orL FACE OF ADJACENT CURB R3032ra .3 of the Revised Dft GutdeUnes for Accessible Public Rights-af Way of November 23, 2005 (PROWAG). 9. Curb returns for any Type C -MAX Driveway may be approved on '" ! --� a case-by-case basis. 1 '. . c D ' - -1�--�31lTTER SURFACE -imp- 10. STREET STANDARDS = Renton Municipal Code (RMC) G Tttle IV Development Regulations \ • • , CHAPTER 6 STREET AND UTILITY STANDARDS `� Section 4-6-060 STREET STANDARDS DEPRESSED CURB DETAIL. AT RESIDENTIAL OR COMMERCIAL DRIVEWAYS, AND ALLE=YS DRIVEWAY STANDARDS = Renton Municipal Code (RMC) Title IV Development Regulatlons Driveway Example: TYPE C1B 1 CHAPTER 4 R=Reeldental, C=Commerslal - CITY-WIDE PROPERTY DEVELOPMENT STANDARDS Number of Lanes, Section 4-4-080 PARKING, LOADING AND DRIVEWAY(►�� Lane Cornmerdal) REGULATIONS BQBuffer(WeMing Strip), Buffer Bu A + PUBLIC WORDS CEMENTCONCRETE DRIVEWAY I'SROV �� - 104.8 DEPARTMENT ENTRANCES - NOTES AND DETAILS � ATE YLP 07a 13a 15 SURVEYED: S DESIGNED: Ass DRAWN: MAJ W CHECKED: kw BY DATE AP P R APPROVED: SCALE: AS NOTED ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/1991 oATM O O O O 0 0 0 0 O O O 0 0 0 EXPANSION EXPANSION JOINT JOINT a d Q• ANCHOR BOL T 4 PA TTERN PER a 6» N. D. C. B. U. 4 , PEDESTAL TEMPLA TE ° a 1>_6" owl EXPANSION FRONT JOINT NOTES: 1. INSTALLATION OF N.D. C.B. U. (INCLUDING CONSTRUCTION OF BASE) WILL BE DONE BY U.S. POSTAL SERVICE 211 -7" MIN. CLEAR WID TH NOUN T ON PEDESTAL PROVIDED WITH N. D. C. B. U. UNI T EXPANSION NEIGHBORHOOD DELIVERY &COLLECTION BOX UNIT (N.D.C.B.U.) TYPE IV MAILBOX INSTALLATION (13 BOX UNIT) CITY OF RENTON STANDARD DETAIL H026 NTS DRAWINGS NOT APPROVED FOR CONSTRUCTION UNLESS STAMPED OR SIGNED APPROVED BY THE REVIEWING AGENCY :0 CITY OE RENTON Planning/Building/Public Works Dept. cD- _3> � s� IN COMPLIANCE WITH CITY OF RENTON 5' 611tJ. _ VARIES (SEE NOTE 7) i (SEE NOTE e) Date. -7 -.4" 6 (SEE NOTE B) 10 LF OF PAVED BY: Date: BY: DRIVEWAY REQUIRED I o 3-8' EXPANSION JOINT (TYP.I (SEE SID. PLAN 1?2) CE CC SI C Z SCE Nut(': 5 z W N N _IRFF a E! 3 Lr\ w ui r LL � m w w; y r RENT NCRETE EwALK iO] 4'..,',i,RV V I IV:Y JVIIY, SEE NOTE 1 - B CEMEtITCONCRETE 6 GUTTER RAI,IPVVJO /2HlV (iYSLOPE(TYP.) (SEE NOTE 31 3 8' CONTRACTION JOWT P (SEE STD. PLAN 1721 PLAN VIEW V4RIES ! (5Efi TJOTE lei) 1 MAX SEE NhiL 8 {TYP) IV IT I • r s• f,nn 6• MIN 6• MIN DEPRESSED ,,URRA GUTTFR CEMENT CONCRETE \ SIDEWALK 3,E' EXPANSION JOINT (TYP.1 (SEE NOTE 31 \ SECTION O iSEE STD. PLAtt 1021 ,�-....�..\ 1,R(TYP.I ,,. 51DEVJALK W1DT}+ 2- ` IO, DIFFERENCE IN SLOPE r,1AX -DRIVEWAY WI PbSITNE SLOPE (SLOPE SHOV44 EXAG)EnATED) ORIVEWAY oRlvswnr wr RELAnve SErI 3 NEGATIVE SLOPE (SLOPE - SHOWNEXAGGERATEOI 1 l , CEMENT CONCRETE. stoewAuk TYPE R113 -- ISOMETRIC VIEW (RESIDENTIAL; WiTH BUFFER) CEMENT CONCRETE CURB 6 GUTTER (SEE NOTE 3) 1 5" 1-1/27- STD 90' BRACKET OR 360' ADJUSTABLE BRACKET IF REQUIRED. IPIPE CAP 1 2" GALVANIZED STEEL PIPE For NOTES STD, PLAN 104.2 � STD. PLAN �- 10'x.3 + ; PUBLIC WORKS CEMENT CONCRETE DRIVEWAY ppR VED; , 1. DEPARTMENT ENTRANCE - TYPE RIB Mi / 21 Ni ATE 1 D.R. STRONG CONSUL TING ENGINEERS ENGINEERS PLANNERS SURVEYORS 620 - 7TH AVENUE, KIRKLAND, WA 98033 FN O 425.827.3063 F 425.827.2423 REVISION Gregg Zimmerman, Public- Works Adminl5trator 1 CEMENT 1--1/2' CONCRETE CLASS 'B' 3' - 5/801 1-1/2' MINUS CRUSHED ROCK 42" MAX 24" MIN B" 8'-6' 2' MIN CLEARANCE FROM FACE OF CURB. 10' MIN CLEARANCE IF iJO CURB. , GROUND MOUNTED STREET NAME SIGNS ADOPTED w CiTY OF RENTON �i�••{�1�7 $ STANDARD PLANS LST DATE: 04/04 DWG. NAME: GO 13 SP PAGE: G013 t.,... _ __ .._ Vit,1TL RE -F a., fin; -t eg.Y' a i-.iir.:ti i<.rtf:rt ):.�EIMENT C0z'41RETE ' PEDESTRIAN (,-URB I ..,....... ..r.:a.s"i-1.sw... i 1 :.E%1EN € T "ICRETIy S TRAFFIC CURB AND GUTTER T... ..# i; 1-F£ ..: s I�HAI z (:' T,ti t T t I A :t _ �.. T 1«Ft i; 4, - I I. DF.FIR r "mil" D (5, JR B Sof TIctf l °. .t,. ' HLLs L r>9'.'I # 5..°fi't EWAYa :,Ur J ... _...... _.... ... i t.)� s t y{I,l.:: -•', >1ti1 I:'<>. ,Asa,+t+' n .€- ,^1 ° f•, �*;�.:. ,."« :r.' 1.)FPRES EC) t"L7RS ESyIt'' I�# FACE ,.r , .. 11 I I I at' IT r.El``.11ENT >I��O14C"'RETE i TRAFFIC CURS S DFPRES ED CURB DFTAIL r ,' ::a,. 1 �? ! E ifjf,.I ;-,-f ! T.;1 F•. ,•:1 ls;i,:.?, e .5 f .,.., Ir 'l. ;;1 - �;:^' ,. xb t .>t T >L' # f:.. ?e•.I >:€:� :�;.'�;3 STD I i4AN 1.01 .. ..... 4R .T CEMENT CONCRETE CURB r r vp yyqq ,. tt vA . x '9 d a3:1 ft9 5 15 5 , Ak CEMENT CONCRETE CURB A GUTTER (SEE NOTE 3) DEPRESSCEMENTCtJRB IIIGUTTER OUTHfC CONCR -, SIDEWALK ' ;i� (SEE DETAIL THIS SHEET) TYPE C213 ISOMETRIC VIEW (COMMERCIAL, WiTH BUFFER) NOTES 1, When a driveway width exceeds 15 feet, construct a full depth expansion Joint with 3/8" joint filler along the driveway lane lines FACE OF CURB 1 (see std. plan 102). Construct expansion Joints parallel with the BEE SEE DEPREBSED CURB DETAIL �J I tl 1J2` ~ all THIS SHEET centerline as required at 15 maximum spacing when driveway CONTRACTION Jolt -•. widths exceed 30' sTO PLAN 102 ` s 1rx' 1 +• -' -b,� I` 112' R TOP OF 2, See std. plan 102 for sidewalk details. _T _ �, ROADWAY 3, Curb and gutter shown, other curb designs may be specified. a C See std, plan 101 for curb details. ' , a 10' 4, Not used. 5, The engineer will design all driveways to Include elevations at all NOTE DWVE VAYLONGITUDINALEXPANSION points marked with t3ymbo! "X". AIi elevations are at the back of DEPRE8SE01 MQN�Lfil I� CURB fl GUTTER DETAIL curt 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 vierw. 8. Slopes shall comply with sections 8303,2.1 or 8303,2,2 orL FACE OF ADJACENT CURB R3032ra .3 of the Revised Dft GutdeUnes for Accessible Public Rights-af Way of November 23, 2005 (PROWAG). 9. Curb returns for any Type C -MAX Driveway may be approved on '" ! --� a case-by-case basis. 1 '. . c D ' - -1�--�31lTTER SURFACE -imp- 10. STREET STANDARDS = Renton Municipal Code (RMC) G Tttle IV Development Regulations \ • • , CHAPTER 6 STREET AND UTILITY STANDARDS `� Section 4-6-060 STREET STANDARDS DEPRESSED CURB DETAIL. AT RESIDENTIAL OR COMMERCIAL DRIVEWAYS, AND ALLE=YS DRIVEWAY STANDARDS = Renton Municipal Code (RMC) Title IV Development Regulatlons Driveway Example: TYPE C1B 1 CHAPTER 4 R=Reeldental, C=Commerslal - CITY-WIDE PROPERTY DEVELOPMENT STANDARDS Number of Lanes, Section 4-4-080 PARKING, LOADING AND DRIVEWAY(►�� Lane Cornmerdal) REGULATIONS BQBuffer(WeMing Strip), Buffer Bu A + PUBLIC WORDS CEMENTCONCRETE DRIVEWAY I'SROV �� - 104.8 DEPARTMENT ENTRANCES - NOTES AND DETAILS � ATE YLP 07a 13a 15 SURVEYED: S DESIGNED: Ass DRAWN: MAJ W CHECKED: kw BY DATE AP P R APPROVED: SCALE: AS NOTED ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/1991 oATM O O O O 0 0 0 0 O O O 0 0 0 EXPANSION EXPANSION JOINT JOINT a d Q• ANCHOR BOL T 4 PA TTERN PER a 6» N. D. C. B. U. 4 , PEDESTAL TEMPLA TE ° a 1>_6" owl EXPANSION FRONT JOINT NOTES: 1. INSTALLATION OF N.D. C.B. U. (INCLUDING CONSTRUCTION OF BASE) WILL BE DONE BY U.S. POSTAL SERVICE 211 -7" MIN. CLEAR WID TH NOUN T ON PEDESTAL PROVIDED WITH N. D. C. B. U. UNI T EXPANSION NEIGHBORHOOD DELIVERY &COLLECTION BOX UNIT (N.D.C.B.U.) TYPE IV MAILBOX INSTALLATION (13 BOX UNIT) CITY OF RENTON STANDARD DETAIL H026 NTS DRAWINGS NOT APPROVED FOR CONSTRUCTION UNLESS STAMPED OR SIGNED APPROVED BY THE REVIEWING AGENCY :0 CITY OE RENTON Planning/Building/Public Works Dept. cD- _3> � s� IN COMPLIANCE WITH CITY OF RENTON STANDARDS j BY: ....._. Date. -7 -.4" 6 BY: Date: BY: Date: BY: Date: MAERTINS RANCH ROAD DETAILS PERMITS: U15-001308, 615-00019E DRS PROJECT N0. 14103 Al - 01.20.2015 FIELDBOOK: PAGE: C7 7 OF: 20 cn A CD C7 00 ' M P mp I op CD 0 O O � o C CD � n C 73 1 cn A CD C7 mp I op ,mac C 73 1 z ij W Q z F— U W O ry n cn 0 Z TI O T z m cn D W Q z F— U W O ry n cn TI � a c W Q Z W J LL. 0 N L0 O 0) 3 O_ C) O w CL 0 o, 3 0 0 0 i 0 w M a Z LSI J LL. Li = i z U 12w, - " ® 2.00x MIN. PER DETAIL ON i Li = 447 z U PERFORA TED PVC PIPE I - " ® 2.00x MIN. PER DETAIL ON i U Li Q SHEET C13 0 O 470.09 3.31 3 INTERCEPTOR 471.60 4.40 ENCHDETAIL z ON SHEET C13 I i i i I i i I 5 475.80 ry 6 Ld 472.00 3.70 Q 475.50 471.52 3.98 8 Call 2 Working Days Before You Dig 811 Utilities Underground Location Center (ID,MT,ND,OR,WA) SE 1/4 SEC TION 3, TOWNSHIP 23 N, RANGE 5 E .9 W.M. MA ER TINS RANCH INSTALL ON EX. 12" SO RIM 448.98 CB 1001 TYPE 1 6" lE 445.00 (N) IN 23+77.79, 10.67 RT 12'r IE 441.40 (EW) IN, OUT R/M 45316 EX. CB TO BE REPLACED 12" IE 450.16 (NW) OUT CB 11. TYPE 2. 72"O STORMFIL TER MANHOLE 23+65.65, 28.41' RT SOLID COVER RIM 456.26 18" IE 444.92 (S) IN 12" lE 442.62 (N) OUT SEE DETAIL ON SHEET C11 18" OUTLET � X-SfC110NS AND DETAILS 6. 00' TEMPORA RY caysrnucnav EA.S�'MENT RMI 465.93 fE 46293 CB 702 TYPE 1 12+64.96, 18.3 76 LT RIM 459.00 IE 454. 00 1 D.R. STRONG CONSUL TING ENGINEERS ENGINEERS PLANNERS SURVEYORS 620 - 7TH AVENUE, KIRKLAND, WA 98033 NO. 0 425.827.3063 F 425.827.2423 REVISION FRONTYARD SPLASH BLOCK CONFIGURATION FOR LOTS 1-10 TYP. YLP 07.13.15 MAJ SURVEYED: SS DESIGNED: DRAWN: w CHECKED: IW�J BY DATE AP P R APPROVED: STORM STUB SCHEDULE 447 FG PERFORA TED PVC PIPE I - " ® 2.00x MIN. PER DETAIL ON i 468.20 3.00 SHEET C13 473.40 470.09 3.31 3 INTERCEPTOR 471.60 4.40 ENCHDETAIL , ON SHEET C13 I i i i I i i I 1 D.R. STRONG CONSUL TING ENGINEERS ENGINEERS PLANNERS SURVEYORS 620 - 7TH AVENUE, KIRKLAND, WA 98033 NO. 0 425.827.3063 F 425.827.2423 REVISION FRONTYARD SPLASH BLOCK CONFIGURATION FOR LOTS 1-10 TYP. YLP 07.13.15 MAJ SURVEYED: SS DESIGNED: DRAWN: w CHECKED: IW�J BY DATE AP P R APPROVED: STORM STUB SCHEDULE L 0 T FG /E DEPTH TO lE 1 471.20 468.20 3.00 2 473.40 470.09 3.31 3 476.00 471.60 4.40 4 476.00 473 00 J. 00 5 475.80 472.80 3.00 6 475.70 472.00 3.70 7 475.50 471.52 3.98 8 475.40 471.23 4.17 9 475.50 472.50 J. 00 10 475.80 472.80 J. 00 11 475.30 471.30 3.00 12 47325 470.25 3.00 13 469.50 466.50 J. 00 *NO TE. INVERT ELEVATIONS ARE AT RESPECTIVE CLEANOUTS YARDORA/N STORM STUB SCHEDULE LOT l£ FG DEPTH TO IE 11 463.05 466.06 3.01 12 459.32 46247 3.15 13 1 456.02 1 460.07 1 4.05 *NO TES.- 1. ES:1. INVERT ELEVA TIONS ARE A T END OF STORM STUB. 2. YARD DRAINS ARE TO BE NYLOPLAST 8" DRAIN BAS/NS (2808AG) OR APPROVED EQUAL. SEE SHEET C14 FOR DETAILS. SCALE: AS NOTED ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY BACKYARD SPLASH BLOCK CONFIGURATION FOR LOTS 11-13 TYP. VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/1991 NO TES: 1. THERE SHALL BE NO DIRECT VEHICULAR ACCESS TO OR FROM /L WACO AVE NE AND REN TON /SSA QUA RD FROM THOSE L O TS 77 -IA T ABU T / T. 2. FLOW CONTROL BMPS CONSTRUCTED ON LOT SHALL BE OPERA TED, MAINTAINED AND KEPT IN GOOD REPAIR B Y EACH L 0 T OWNER J. THE Cl TY WILL HA VE A CCESS TO INSPEC T THE FL 0 W CON TROL BMP'S TO BE CONSTRUCTED ON THE LOTS. THIS WILL BE INCLUDED ON THE FACE OF THE FINAL PLAT MAP. 4. ALL TRENCH RESTORATION SHALL BE PER 7NE CURRENT CITY OF RENTON TRENCH RES TORA TION AND STREET 0VERLA Y DETAIL. 5. PER SEC TION 7 REQU/ REMEN T FOR PA TCH/NG, 0 VERL A Y, 0 VERL A Y WD THS, 1. TRENCHES (ROAD CROSSINGS) D. IF THE OUTS/DE OF THE TRENCH/NG /S WITHIN THREE FEET (3) OF ANY ADJACENT LANE LINE, THE ENTIRE ADJACENT TRAVELED LANE AFFECTED WILL BE REPA VED.SP4 R.4v (40tce-4c 6c- LANDSLOf,+APING NOTE 1. TRACT "A" WILL BE OWNED BY HOA AND LANDSCAPING OUTSIDE OF THE FENCED AREA SHALL BE MAINTAINED BY THE HOA. AN EASEMENT OVER AND ACROSS TRACT ALLOWING THE CITY ACCESS TO INSPECT AND MAINTAIN 77 -IE DETENTION VAULT AND ALL STORMWA TER FACILITIES /N THE TRACT WILL BE RECORDED. 2. THERE SHALL BE A MINIMUM OF 3 -FOOT CLEAR RADIUS AT ALL FIRE HYDRANTS PRI VA TEL Y MAIN TA/NED STORM ELEMEN TS: 1. ALL STORM DRAIN STUB -OUTS TO BE PRI VA TEL Y MAINTAINED. UTILITY NOTE: CONTRACTOR SHALL POTHOLE ALL EXISTING UTILITIES TO CONFIRM VERTICAL & HORIZONTAL L OCA TIONS PRIOR TO CONS TRUC TION. VER TI CAL DA TUM: NA VD 88 PER CITY OF RENTON VERTICAL CONTROL. ALL SEWER INFORMATION IS PER FIELD SURVEY BASED ON ABOVE DA TUM. FL 0 W CONTROL BMP NOTES: 1. THE DETENTION FACILITY IS DESIGNED TO ACCOMMODATE IMPERVIOUS AREA EQUAL TO 4,000 S.F. PER LOT. 1400 SF. OF ROOF AREA ON EACH LOT WILL BE ROUTED TO SPLASH BLOCKS, THUS UTILIZING BASIC DISPERSION TO ACCOMMODATE FLOW CONTROL BMP REQUIREMENTS. BASIC DISPERSION RESULTS /N A FL 0 W CONTROL SIZING CREDIT OF 50.E THUS INCREASING THE ACTUAL ALLOWABLE BUILD -OUT IMPERVIOUS AREA BY 700 S.F. (50Z OF 1400 SF). 2. BASIC DISPERSION VIA SPLASH BLOCKS HAS BEEN UTILIZED FOR THIS PLAT. 7741S REQUIRES 50 LF OF VEGETATED FLOW PER SPLASH BLOCK. J. FLOW CONTROL BMPS CONSTRUCTED ON EACH LOT SHALL BE OPERATED, MAINTAINED AND KEPT IN GOOD REPAIR BY EACH LOT OWNER. PRI VA TE DRA INA GE EASEMEN T NO TE: PRIVATE DRAINAGE EASEMENTS TO BE GRANTED IN FRONT 10 -FEET OF LOTS ON WHICH STORM STUBS BENEFI TING AN ADJACENT LOT CROSS FINAL LOCA TIONS TO BE SHOWN ON FINAL PLA T. WATER QUALITY NOTE.- TORMFIL TER TO BE PROVIDED TO ACCOMMODA TE WA TER QUAL1 TY REQUIREMENTS R-383509 DRAWINGS NOT APPROVED FOR CONSTRUCTION UNLESS STAMPED OR SIGNED APPROVED BY THE REVIEWING AGENCY "R CITY OE RENTON Planning/Building/Public Works Dept. C D. 2 - 3 17 L i z C r � T m m I NORTH GRAPHIC SCALE 0 25 50 100 1 INCH = 50 FT. IN COMPLIANCE WITH CITY OF RENTON STANDA DS By 1 Date: -7//5-1/5 BY: v �� Dater"fib"fs BY: Date: BY: Date: MAERTINS RANCH UA 01.20.2015 STORM DRAINAGE PLAN DRAWING,, C9 PERMITS: U15-001308, 615-000196 SHEET: 9 OF: 20 DRS PROJECT N0. 14103 IAI-INININ, NIAIA Ty 4 CD o Y W f I NORTH GRAPHIC SCALE 0 25 50 100 1 INCH = 50 FT. IN COMPLIANCE WITH CITY OF RENTON STANDA DS By 1 Date: -7//5-1/5 BY: v �� Dater"fib"fs BY: Date: BY: Date: MAERTINS RANCH UA 01.20.2015 STORM DRAINAGE PLAN DRAWING,, C9 PERMITS: U15-001308, 615-000196 SHEET: 9 OF: 20 DRS PROJECT N0. 14103 IAI-INININ, NIAIA z U W D ry n X X X U z Q L�L V Z L.L W Q L SE 1/4 SECTION J., TOWNSHIP 23 N. RANGE 5 E * Wo M. MA ER TINS RANCH ^' • 10. GALVANIZED STEEL PIPE AND ALUMINIZED STEEL PIPE FOR ALL DRAINAGE FACILITIES SHALL HAVE ASPHALT z z 2. ALL CONSTRUCTION SHALL BE IN ACCORDANCE KITH THE 2014 STANDARD SPECIFICATIONS FOR ROAD, BRIDGE AND y, (7) z T r m a 15 FEET FROM THE TOP OF ANY CHANNEL BANK. C T z m CDO T I m' m i a D 0 ARE ON FILE IN THE PUBLIC WORKS DEPARTMENT. ANY DEVIA TION FROM THE APPROVED PLANS WILL REQUIRE 1 U_r"PU I I -t-zu IIZ+uu 11+esu 7J+60 14+40 15+20 16+00 16+80 17+60 18+40 SURFACE WATER DRAINAGE NOTES AND SPECIFICATIONS 1. BEFORE ANY CONSTRUCTION OR DEVELOPMENT ACTIVITY OCCURS, A PRE -CONSTRUCTION MEETING MUST BE HELD 10. GALVANIZED STEEL PIPE AND ALUMINIZED STEEL PIPE FOR ALL DRAINAGE FACILITIES SHALL HAVE ASPHALT WITH THE CITY OF RENTON PLAN REVIEWER. TREATMENT #1 OR BETTER INSIDE AND OUTSIDE. 2. ALL CONSTRUCTION SHALL BE IN ACCORDANCE KITH THE 2014 STANDARD SPECIFICATIONS FOR ROAD, BRIDGE AND 11. STRUCTURES SHALL NOT BE PERMITTED WITHIN 10 FEET OF THE SPRING LINE OF ANY STORM DRAINAGE PIPE, OR MUNICIPAL CONSTRUCTION PREPARED BY WSDOT AND THE AMERICAN PUBLIC WORKS ASSOCIATION (APWA), AS 15 FEET FROM THE TOP OF ANY CHANNEL BANK. AMENDED BY THE CITY OF RENTON PUBLIC WORKS DEPARTMENT. CDO T I 12. ALL CATCH BASIN GRATES SHALL BE DEPRESSED 0.10 FEET BELOW PAVEMENT LEVEL. 3. THE SURFACE WATER DRAINAGE SYSTEM SHALL BE CONSTRUCTED ACCORDING TO THE APPROVED PLANS, WHICH 0 ARE ON FILE IN THE PUBLIC WORKS DEPARTMENT. ANY DEVIA TION FROM THE APPROVED PLANS WILL REQUIRE 13. ALL CBS TYPE -1 UNLESS OTHERWISE SHOWN. WRITTEN APPROVAL FROM THE CITY OF RENTON PUBLIC WORKS DEPARTMENT, SURFACE WATER UTILITY SECTION. 14. ALL PIPES L CPE UNLESS OTHERWISE SHOWN. 4. A COPY OF THESE APPROVED PLANS MUST BE ON THE JOB SITE WHENEVER CONSTRUCTION IS IN PROGRESS. 15. STATION AND OFFSETS TO CENTER OF STRUCTURE UNLESS 0 THERWISE SHOWN. 5. DATUM SHALL BE NA VD 88 UNLESS 0 THERWISE APPROVED B Y THE Cl TY OF RENTON PUBLIC WORKS DEPARTMENT. REFERENCE BENCHMARK AND ELEVATIONS ARE NOTED ON THE PLANS. 16. ALL GRATES ARE VANED GRATES UNLESS OTHERWISE SHOWN. 6. ALL SEDIMENTATION/EROSION FACILITIES MUST BE IN OPERATION PRIOR TO CLEAR/NG AND BUILDING 17. OPEN CUT ROAD CROSSINGS THROUGH EXISTING PUBLIC RIGHT OF WAY WILL NOT BE ALLOWED UNLESS CONSTRUCTION, AND THEY MUST BE SATISFACTORILY MAINTAINED UNTIL CONSTRUCTION IS COMPLETED AND THE SPECIFICALLY APPROVED BY CITY OF RENTON PLANNING/BUILDING/PUBLIC WORKS ADMINISTRATOR. POTENTIAL FOR ON-SITE EROSION HAS PASSED. 18. ROCK FOR EROSION PROTECTION OF ROADSIDE DITCHES, WHERE REQUIRED, SHALL BE OF SOUND QUARRY ROCK 7. ALL RETENTION/DETENTION FACILITIES MUST BE INSTALLED AND IN OPERATION PRIOR TO OR IN CONJUNCTION WI TH PLACED TO A DEPTH OF ONE (1) FOOT AND MUST MEET THE FOLLOW/NG SPECIFICATIONS. ALL CONS TRUC T/ON ACTIVITY UNLESS O THER W/SE APPROVED BY THE PUBLIC WORKS DEPARTMENT, SURFACE WATER 4 - 8 /NCH ROCK / 40 - 709' PASS/NG, UTILITY SECTION. 2 - 4 /NCH ROCK / 30 - 40% PASSING, AND 8. GRASS SEED MAY BE APPLIED BY HYDROSEEDING. THE GRASS SEED MIXTURE, OTHER THAN CITY OF RENTON LESS THAN 2 INCH ROCK / 10 - 209' PASSING. APPROVED STANDARD MIXES, SHALL BE SUBMITTED BY A LANDSCAPE ARCHITECT AND APPROVED BY THE PUBLIC WORKS DEPARTMENT, SURFACE WATER UTILITY SECTION. 19. ALL BUILDING DOWNSPOUTS AND FOOTING DRAINS SHALL BE CONNECTED TO THE STORM DRAINAGE SYSTEM, UNLESS APPROVED BY THE CITY PLAN REVIEWER OR SURFACE WATER UTILITY SECTION. AN ACCURA TEL Y 9. ALL PIPE AND APPURTENANCES SHALL BE LAID ON A PROPERLY PREPARED FOUNDATION IN ACCORDANCE WITH DIMENSIONED, CERTIFIED AS -BUILT DRAWING OF THIS DRAINAGE SYSTEM WILL BE SUBMITTED TO THE CITY UPON SECTION 7-02.3(1) OF THE CURRENT STATE OF WASHINGTON STANDARD SPECIFICATION FOR ROAD AND BRIDGE COMPLETION. CONSTRUCTION. THIS SHALL INCLUDE NECESSARY LEVELING OF THE TRENCH BOTTOM OR THE TOP OF THE 20. ISSUANCE OF THE BUILDING OR CONSTRUCTION PERMITS BY THE CITY OF RENTON DOES NOT RELIEVE THE OWNER 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. OF THE CONTINUING LEGAL OBLIGATION AND/OR LIABILITY CONNECTED WITH STORM SURFACE WATER DISPOSITION. ALL PIPE BEDDING SHALL BE APWA CLASS "C", WITH THE EXCEPTION OF PVC PIPE. ALL TRENCH BACKFILL SHALL FURTHER, THE Cl TY OF RENTON DOES NOT ACCEPT ANY OBLIGA TION FOR THE PROPER FUNCTIONING AND MAINTENANCE OF THE SYSTEM PROVIDED DURING CONSTRUCTION. BE COMPACTED TO MIN/MUM 959. FOR PAVEMENT AND STRUCTURAL FILL AND 90% OTHERWISE PER ASTM D-1557-70. PEA GRAVEL BEDDING SHALL BE 6 INCHES OVER AND UNDER PVC PIPE. 21. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING ADEQUATE SAFEGUARD, SAFETY DEV CES, PROTECTIVE EQUIPMENT, FLAGGERS, AND ANY OTHER NEEDED ACTIONS TO PROTECT THE LIFE, HEALTH, AND SAFETY OF THE PUBLIC, AND TO PROTECT PROPERTY IN CONNECTION WITH THE PERFORMANCE OF WORK COVERED BY THE CONTRACT. ANY WORK WITHIN THE TRAVELED RIGHT OF WAY THA T MAY INTERRUPT NORMAL TRAFFIC FLOW SHALL REQUIRE A TRAFFIC CONTROL PLAN APPROVE BY THE PUBLIC WORKS DEPARTMENT, TRANSPORTATION SYSTEMS DIVISION. ALL r � Call 2 Working Days Before You Dig 811 Utilities Underground Location Center (ID,MT,ND,OR,WA) HORIZON TA DA TUM: NAD 1983/91 PER CITY OF RENTON MONUMENTS VER T/ CAL DA TUM: NA VD 88, PER CITY OF RENTON VERTICAL CONTROL. BENCHMARK: 1. CITY OF RENTON CONTROL POINT NO. 1845. SE. CORNER SEC. 3-23-5. FOUND CONCRETE MONUMENT NTH PUNCHED BRASS PLUG, DOWN 1.7; IN MONUMENT CASE. ELEVATION = 467.76 FEET. 2. CITY OF RENTON CONTROL POINT NO. 2097 NE. CORNER SEC. 3-23-5. FOUND STONE MONUMENT WITH FAINT X, DOWN 1.7; IN MONUMENT CASE. . ELEVATION = 327.71 FEET. BASIS OF BEARINGS: N1 '25'28"E BETWEEN MONUMENTS FOUND IN PLACE ALONG THE EAST LINE OF SE 1/4, SEC. 3-23-5 SECTIONS OF THE WSDOT STANDARD SPECIFICATIONS 1-07-23 TRAFFIC CONTROL SHALL APPLY MUST HAVE AN A. JOS APPROVED CDR TRAFFIC CONTROL PLAN AND HAUL ROUTE. OF skjf PNIE � '0HOLDINGS LLC 1 MYL,AR YLP 07.13.15 l SURVEYED:sis O� 32� I CS ON 1, 1*44 D.R. STRONG CONSUL TING ENGINEERS ENGINEERS PLANNERS SURVEYORS 620 - 7TH AVENUE, KIRKLAND, WA 98033 N 0 . O 425.827.3063 F 425.827.2423 -4 DESIGNED: DRAWN: w CHECKED: REVISION BY DATE AP P R APPROVED: " GRAPHIC SCALE 0 20 40 80 1 INCH = 40 FT. HORIZONTAL 0 2.5 5 10 1 INCH = 5 FT. VERTICAL DRAWINGS NOT APPROVED FOR CONSTRUCTION UNLESS STAMPED OR SIGNED APPROVED BY THE REVIEWING AGENCY SCALE: VERTICAL: NAVD 1988 CITY OF AS NOTED HORIZONTAL: NAD 1983/183/1 991 :/ RENTON ONE INCH QATUIrI AT FULL SCALE Planning/Building/Public Works Dept. IF NOT ONE INCH SCALE ACCORDINGLY R-3835 10 IN COMPLIANCE WITH CIN OF RENTON � STANQARDS BYE .� Date:--///5v-/lS' BY: �lt'.�&�-ti-- -- Date:�7 /6-15 BY: Date: BY: Date: MAERTINS RANCH ROAD AND STORM DRAINAGE PROFILE PERMITS: U15-001308, B15-00019 DRS PROJECT NO. 14103 rjjMj'Ljjj1LN[LN[L1N F11 rM 01.20.2015 PAGE: C10 SHEET: OF: 10 20 i n 00m �z 1 446 CD o o y CDO T I 1 0 i } f i s i i r n 0 o m a n z zG) G z z C® n x C) � o CD 1 � m i f I11 cn D Li Q z C) w 0 ry x T O z Q946 C® n x C) � o CD 1 i f r i r� �s 1 �n Z a � 18" INLET S TA GE LIVE STORAGE VOLUME CF IE 450.25 E. REQUIRED IBOV 444. TOTAL454.00 0' 50,288 51,741 100 YEAR.1 10.60' W 51,J50 11 \ 6" PVC INLET 454.02 I II IE 453.50 10 YEAR1,395 I Ii IBOV 444.13' I STRUCTURE 0 44.5p' 449.85 27,081 0 44.5p' I'l I -EL. 444.50' 0 44.1.x' I i i I I II _I I I - - lo�t�a�l I (I I P VC PERF. I [*a I I II I 59' 159 I I i TYP.)I (TYP.': I II i II I I ii I I I I I RUNGS (TYP) it I j�j - - rn LO ao m lm Q)o CIO o I_C I W _ i`�III I ISI - I I I i _ i II I I ISI II57o I5% TY (TYP. i HIGH POINT Io�CIco�I - t.l I �1 11 I 10: LO to I I Lq �- --------------------------- � _ TOP OF SEDIMENT o ,I o �omlm 0.5% m mal m 8 ° e AA 30' 12" AIR VENT TO SURFACE Wl TH SCRE (TYP.) B DETENTION VAULT PLAN SCALE: 1 "=20' CB 11, STORMF/L TER MANHOLE 18" OUTLET / W/CON7ROL STRUCTURE lE 445.00 - IBOV 444.50' TRACT 'A " 24" MAINTENANCE RISER (TYP.) �+-- 6.00' TEMPORARY CONSTRUCTION � EASEMENT MUST BE PRO WDED TO COR PRIOR TO PERM1 IS PER PRELIMINARY PLAT CONDITIONS INLET 8" PVC lE 453.33 TA GE S TA GE LIVE STORAGE VOLUME CF STORM E. REQUIRED PROVIDED AS -BUILT TOTAL454.00 . .° 50,288 51,741 100 YEAR.1 10.60' W 51,J50 52,858 25 YEAR 454.02 50,J98 1,859 10 YEAR1,395 RISER CON TROL STRUCTURE 2 AR 449.85 27,081 27,88J DETENTION SUMMARY SHEET r Call 2 Working Days Before You Dig 811 Utilities Underground Location Center (ID,MT,ND,OR,WA) g A. JO F WASJ� -1 O 4523 • SIGNALxt P14 HOLDINGS LLC D'S EL. 457.87'- 0.5' FREEBOARD - INLET 6" PVC 1E 453.50 18" INLET IE 450.25 ADD LADDER RUNGS (TYP) TOP OF SEDIMENT STORAGE - EL. 445.00' 0.5' MINIMUM SEDIMENT STORAGE (TYP.) EL. 444.50'- 6 " PERF. FOOTING DRAINS (TYP). SE 1/4 SECTION J., TOWNSHIP 23 N., RANGE 5 E, W.M. MA ER TINS RANCH FRAME AND 24" ROUND SOLID COVER MARKED '"DRAIN" WITH LOCKING BOL IS (TYP.) RIM=±457.85 5x 10' GRA TE RIM 456.54' FINISHED GRADE (NON- TRAFFIC BEARING) 2'X2' ACCESS OPENING % EL. 456.54' / r- EL. 455.50' _W. S. EL. F--- ------ 454.00' W 0 CONNECT TO CB 10 0.67' 14.67' 14.67'- 30.00' E? TION VA ULT SECTION A - A HORIZONTAL SCALE. • 1 "=20' VERTICAL SCALE.- 1p0_4' -4'X4'X4' EL. 444.411 SUMP 6" PERF. FOOTING - 0 , DRAINS (TYP). CONNEC T TO CB 10 5'X10' GRA TE RIM ±456.54' (NON -TRAFFIC BEARING) 2'X2' ACCESS OPENING CONTROL ROD (ROD BENT _ AS REQ'D FOR VERTICAL +� ALIGNMENT WI TH COVER) PRIMARY 0 VERFL 0 W EL. = 454.39 0.5 FREEBOARD MAX. DESIGN W.S. � EL. = 454.00 4" ELBOW 18" RISER PIPE lE= 451.25' ORIFICE 0 =1.00" 4" ELBOW IE= 450.00' W ORIFICE 0 =1.20" p oz 0 PIPE SUPPOR T(S) (SEE NOTE 4) SHEAR GA TE KITH CON TROL ROD FOR Uo CLEANOUT/DRAIN 18" �. lE= 445.00 ------ TOP OF SEDIMENT 2 0 5 I STORAGE= 445.00 1' SECTION OF PIPE ATTACHED BY GASKETED N N BAND TO ALLOW REMOVAL 2 )7' � I N RESTRICTOR PLATE WITH ORIFICE 4'x4'x4' SUMP AREA 0 = 1.10" 0. C. (SHARP EDGED SHOP DRILLED) DE TEN TION VAULT SECTION C- C C CONTROL STRUCTURE Nrs 1 I MYL.AR D.R. STRONG CONSUL TING ENGINEERS ENGINEERS PLANNERS SURVEYORS 620 - 7TH AVENUE, KIRKLAND, WA 98033 NO. REVISION O 425.827.3063 F 425.8272423 FRAME AND 24" ROUND SOLID COVER 5x 10' GRATE MARKED "DRAIN " Wl TH RIM (456.54' LOCKING BOL TS (TYP.) (NON- TRAFFIC BEAR/NG) RIM=±458.00' RIM=1458.00' 2'X2' ACCESS OPEN/NG FINISHED F- RIM=±457.05' GRADE R/M=±458.00' j\\ j\\ j\\ -.\\%\\%\\%\\%\\%\ EL. 454.50' EL. ±456.54 T \\j\\j\\j\\j\\j\\j\\j\\j\\j\\j , -EL. 455.50 . .° •a e ° A ° e d. 10.60' W - - - - - - - - - - - - - - - - - - - - - - - - - ADD LADDER -----------_---- DESIGN WS ---------�- RUNGS (TYP) / -18" CMP RISER CON TROL STRUCTURE z ,-18" OUTLET IE 445.00 -EL. 444.50' -4'X4'X4' EL. 444.411 SUMP 6" PERF. FOOTING - 0 , DRAINS (TYP). CONNEC T TO CB 10 5'X10' GRA TE RIM ±456.54' (NON -TRAFFIC BEARING) 2'X2' ACCESS OPENING CONTROL ROD (ROD BENT _ AS REQ'D FOR VERTICAL +� ALIGNMENT WI TH COVER) PRIMARY 0 VERFL 0 W EL. = 454.39 0.5 FREEBOARD MAX. DESIGN W.S. � EL. = 454.00 4" ELBOW 18" RISER PIPE lE= 451.25' ORIFICE 0 =1.00" 4" ELBOW IE= 450.00' W ORIFICE 0 =1.20" p oz 0 PIPE SUPPOR T(S) (SEE NOTE 4) SHEAR GA TE KITH CON TROL ROD FOR Uo CLEANOUT/DRAIN 18" �. lE= 445.00 ------ TOP OF SEDIMENT 2 0 5 I STORAGE= 445.00 1' SECTION OF PIPE ATTACHED BY GASKETED N N BAND TO ALLOW REMOVAL 2 )7' � I N RESTRICTOR PLATE WITH ORIFICE 4'x4'x4' SUMP AREA 0 = 1.10" 0. C. (SHARP EDGED SHOP DRILLED) DE TEN TION VAULT SECTION C- C C CONTROL STRUCTURE Nrs 1 I MYL.AR D.R. STRONG CONSUL TING ENGINEERS ENGINEERS PLANNERS SURVEYORS 620 - 7TH AVENUE, KIRKLAND, WA 98033 NO. REVISION O 425.827.3063 F 425.8272423 FRAME AND 24" ROUND SOLID COVER 5x 10' GRATE MARKED "DRAIN " Wl TH RIM (456.54' LOCKING BOL TS (TYP.) (NON- TRAFFIC BEAR/NG) RIM=±458.00' RIM=1458.00' 2'X2' ACCESS OPEN/NG FINISHED F- RIM=±457.05' GRADE R/M=±458.00' DETENTION VAULT SECTION B -B HORIZONTAL SCALE. • 17-20' VERTICAL SCALE.- 1"_4' 0 0 L3 w ADDITIONAL TREATMENT MAY BE REQUIRED DEPENDING ON SOIL CONDITIONS 12' WIDE 1 !12" COMPACTED DEPTH CRUSHED SURFACING TOP COURSE 2 !12" COMPACTED CRUSHED SURFACING BASE COURSE 12' WIDE ACCESS_ ROAD D -D N IS CONTROL STRUCTURE NOTES 1. OUTLET CAPACITY- 100 -YR PEAK FLOW 2. METAL PARTS. • CORROSION RESISTANT. NON -GALVANIZED PARTS PREFERRED. GALVANIZED PIPE PARTS TO HAVE ASPHALT TREA TMEN T 1. J. FRAME AND LADDER OR STEPS OFFSET SO. A. CLEANOUT GATE IS VISIBLE FROM TOP. B. CLIMB -DOWN SPACE IS CLEAR OF RISER AND CLEANOUT GATE. C. FRAME IS CLEAR OF CURB. 4. IF METAL OUTLET PIPE CONNECTS TO CEMENT CONCRETE PIPE.• OUTLET PIPE TO HAVE SMOOTH O.D. EQUAL TO CONCRETE PIPE I.D. LESS 1/4" 5. PROVIDE AT LEAST ONE 3"X. 090 GAUGE SUPPORT BRACKET ANCHORED TO CONCRETE WALL. (MAXIMUM 3' VERTICAL SPACING) 6. LOCATE ELBOW RESTRICTOR(S) AS NECESSARY TO PROVIDE MINIMUM CLEARANCE AS SHOWN. 7. LOCATE ADDITIONAL LADDER RUNGS IN STRUCTURES USED AS ACCESS TO TANKS OR VAULTS TO ALLOW ACCESS WHEN CATCH BASIN IS FILLED WI TH WATER CONTROL STRUCTURE W/FROP-TEE) NTS YL.P 07.13.15 SURVEYED: SJS DESIGNED: MAJ DRAWN: w CHECKED: BY DATE APPR APPROVE;;.' SCALE: AS NOTED ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/1991 It 0 0 w W SLOPE 2�� MAxi� 18"0 FROP RISER REMOVABLE WATERTIGHT COUPLING OR FLANGE N �o 6" MAX PLATE WELDED TO ELBOW WI TH ORIFICE AS SPECIFIED ELBOW RESTRICTOR DETAIL .■ N IS DRAWINGS NOT APPROVED FOR CONSTRUCTION UNLESS STAMPED OR SIGNED APPROVED BY THE REVIEWING AGENCY CTY 0 RENTON Planning/Building/Public Works Dept. 383512 IN COMPLIANCE WITH CIN OF RENTON STANDARDS Bl(� ,��=� Date:? S jS' BY: 1� ����---� Date:74b-/S BY: Date: BY: Date: MAERTINS RANCH STORM DETENTION VAULT X -SECTIONS DETAILS PERMITS: U15-001308, B15 -00019E DRS PROJECT N0. 14103 A - 01.20.2015 FIELDBOOK: PAGE: DRAWING NO: C12 SHEET: OF: 12 20 w 0 CD Z j\\ j\\ j\\ -.\\%\\%\\%\\%\\%\ b T \\j\\j\\j\\j\\j\\j\\j\\j\\j\\j , -EL. 455.50 . .° •a e ° A ° e d. EL.454.50' - - - - - - - - - - - - - - - - - - - - - - - - - _ ---T ---- 0.5 _FREEBOARD ---------------- -----------_---- DESIGN WS ---------�- - \ o� EL.=454.00' z INLET 8" - - - - - P VC PERF. ADD LADDER 1E 453.33 RUNGS (TYP) - - - - ADD LADDER - RUNGS (TYP) W _ HIGH POINT - _ EL. =444.50 --------------------------- ----------------------- _ TOP OF SEDIMENT EL. 445.00 S 0.5% 0.59'_ STORAGE 445.00 5� 8 ° e AA EL. 444.41 0.5' MINIMUM SEDIMENT STORAGE (TYP.) No 196.00' DETENTION VAULT SECTION B -B HORIZONTAL SCALE. • 17-20' VERTICAL SCALE.- 1"_4' 0 0 L3 w ADDITIONAL TREATMENT MAY BE REQUIRED DEPENDING ON SOIL CONDITIONS 12' WIDE 1 !12" COMPACTED DEPTH CRUSHED SURFACING TOP COURSE 2 !12" COMPACTED CRUSHED SURFACING BASE COURSE 12' WIDE ACCESS_ ROAD D -D N IS CONTROL STRUCTURE NOTES 1. OUTLET CAPACITY- 100 -YR PEAK FLOW 2. METAL PARTS. • CORROSION RESISTANT. NON -GALVANIZED PARTS PREFERRED. GALVANIZED PIPE PARTS TO HAVE ASPHALT TREA TMEN T 1. J. FRAME AND LADDER OR STEPS OFFSET SO. A. CLEANOUT GATE IS VISIBLE FROM TOP. B. CLIMB -DOWN SPACE IS CLEAR OF RISER AND CLEANOUT GATE. C. FRAME IS CLEAR OF CURB. 4. IF METAL OUTLET PIPE CONNECTS TO CEMENT CONCRETE PIPE.• OUTLET PIPE TO HAVE SMOOTH O.D. EQUAL TO CONCRETE PIPE I.D. LESS 1/4" 5. PROVIDE AT LEAST ONE 3"X. 090 GAUGE SUPPORT BRACKET ANCHORED TO CONCRETE WALL. (MAXIMUM 3' VERTICAL SPACING) 6. LOCATE ELBOW RESTRICTOR(S) AS NECESSARY TO PROVIDE MINIMUM CLEARANCE AS SHOWN. 7. LOCATE ADDITIONAL LADDER RUNGS IN STRUCTURES USED AS ACCESS TO TANKS OR VAULTS TO ALLOW ACCESS WHEN CATCH BASIN IS FILLED WI TH WATER CONTROL STRUCTURE W/FROP-TEE) NTS YL.P 07.13.15 SURVEYED: SJS DESIGNED: MAJ DRAWN: w CHECKED: BY DATE APPR APPROVE;;.' SCALE: AS NOTED ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/1991 It 0 0 w W SLOPE 2�� MAxi� 18"0 FROP RISER REMOVABLE WATERTIGHT COUPLING OR FLANGE N �o 6" MAX PLATE WELDED TO ELBOW WI TH ORIFICE AS SPECIFIED ELBOW RESTRICTOR DETAIL .■ N IS DRAWINGS NOT APPROVED FOR CONSTRUCTION UNLESS STAMPED OR SIGNED APPROVED BY THE REVIEWING AGENCY CTY 0 RENTON Planning/Building/Public Works Dept. 383512 IN COMPLIANCE WITH CIN OF RENTON STANDARDS Bl(� ,��=� Date:? S jS' BY: 1� ����---� Date:74b-/S BY: Date: BY: Date: MAERTINS RANCH STORM DETENTION VAULT X -SECTIONS DETAILS PERMITS: U15-001308, B15 -00019E DRS PROJECT N0. 14103 A - 01.20.2015 FIELDBOOK: PAGE: DRAWING NO: C12 SHEET: OF: 12 20 w 0 CD Z b T Q -mm C] D m C o� WC CD z X X X 18" INLET PIPE lE 444.92 FIL TER CARTRIDGE A FLOW -i..- 18" INLET TOP SLAB SEE FRAME AND DETAIL PLAN VIEW STANDARD OUTLET RISER FL 0 W T.• 43A STORMFIL TER DETAILS FLOW KIT CONTRACTOR TO GROUT TO FINISHED GRADE GRADE RING/RISERS GRADE RING/RISERS HDPE 12" OUTLET RISER SECT/ON A -A N. TS. N IS 6" MINIMUM IN TERCEP TOR TRENCH N IS Call 2 Working Days Before You Dig 811 Utilities Underground Location Center (ID,MT,ND,OR,WA) SE 1/4 SECTION 3, TOWNSHIP 23 N, RANGE 5 E .9 W.M. MA ER TINSH STORMFIL TER DESIGN NOTES STORMFIL TER TREA TMEN TCAPACI TY IS A FUNCTION OF THE CARTRIDGE SELECTION AND THE NUMBER OF CARTRIDGES. THE STANDARD MANHOLE STYLE IS SHOWN WITH THE MAXIMUM NUMBER OF CARTRIDGES (7). VOLUME SYSTEM IS ALSO AVAILABLE KITH MAXIMUM 7 CARTRIDGES. 072" MANHOLE STORMFIL TER PEAK HYDRAULIC CAPACITY IS 1.55 CFS IF THE SITE CONDITIONS EXCEED 1.5 CFS AN UPSTREAM BYPASS STRUCTURE IS REQUIRED. CARTRIDGE SELECTION CARTRIDGE HEIGHT 27" 18 LOW DROP RECOMMENDED HYDRAULIC DROP H 3.05' 2.3' 1.8' SPECIFIC FLOW RATE m sf 2 m ft 1 m ft 2 m ft 1 m ft 2 m ft 1 m ft CARTRIDGE FLOW RA TE m 22.5 11.25 15 7.5 10 5 FRAME AND COVER (DIAMETER VARIES) N. T.S. SITE SPECIFIC DATA REQUIREMENTS STRUCTURE ID CB 11 WATER QUALITY FLOW RATE cfs 0.072 PEAK FLOW RATE cfs 1.45 RETURN PERIOD OF PEAK FLOW s 100 OF CARTRIDGES REQUIRED 5 CARTRIDGE FLOW RATE 7.5 MEDIA TYPE CSF PERLI TE ZPG GAC PHS z 5. STRUCTURE SHALL MEET AASHTO H520 LOAD RATING, ASSUMING EARTH COVER OF 0' - 5' AND GROUNDWATER FRAM AND GRATE - NOT INCLUDED 1 %2' P,. MATCH ! I' R. r ROADWAY IN CURB AND GUTTER 810 n1EM ~�_-- PIPE DA TA: L E. MA TERIAL DIAMETER INLET PIPE J1 444.92 LCPE 18 -INCHES INLET PIPE A2 D ' IN CURS AND GUTTER 810 REM OUTLET PIPE H42.621 LCPE I 12 -INCHES 7. SPECIFIC FLOW RA TE IS EQUAL TO THE FIL TER TREA TMENT CAPACITY (gpm) DIVIDED BY THE FIL TER CONTACT SURFACE SECTION I, A ) RIM ELEVATION 12" 72" INS TALLA TION NOTES: IlCTURENHOLE ANTI -FLOTATION BALLAST WIDTH HEIGHT * * NOTES/SPECIAL REQUIREMENTS.• * PER ENGINEER OF RECORD 2. CONTRACTOR TO PROVIDE EQUIPMENT WITH SUFFICIENT LIFTING AND REACH CAPACITY TO LIFT AND SET THE NON WOVEN GEOTEXTILE FABRIC MIRAFI 140N OR EQUIVALENT ALONG TOP TO REMAIN /N PLACE UNTIL ALL CONSTRUCTION AND SOIL STABILIZATION INCLUDING LANDSCAPING FOR THE INDIVIDUAL RESIDENCES IS INSTALLED. CUT AT SURFACE AND REMOVE UPON COMPLETION OF THE INDIVIDUAL L 0 TS. DETECTABLE LOCA TOR TAPE Lai2 J W �g A. JO of was (.1 �j f c�, O� 45232 11 SISTER � '� ONAI, 1 NON WOVEN GEO TEXTILE FABRIC MIRAFI 140N OR EQUIVALENT ALONG BOTTOM AND SIDES 6" AND 8" DIA. PERFORATED CPP OR 6" AND 12" DIA. ASTM 3034 SDR 35 PERFORATED P VC 1.5"-2.5" WASHED DRAIN ROCK 114" PERFORA TIONS ON 5" CENTERS. ROWS SHALL BE SPACED 120 DEGREES APART 60 DEGREES WL HOLDINGS LLC 1 D.R. STRONG CONSUL TING ENGINEERS ENGINEERS PLANNERS SURVEYORS 620 - 7TH AVENUE, KIRKLAND, WA 98033 NO. O 425.827.3063 F 425.827.2423 REVISION YtP 107.13.15 11 SURVEYED: S DESIGNED: ,,,•• '' MAJ DRAWN: W 1 CHECKED: MAJ BY DATE APPR APPROVE SEE NOTE 2 ,,3 j B'R X 5,'8"0 DUMMY JCINT r - SEE NOTE 2 GENERAL NO TES: T 1. CONTECH TO PROVIDE ALL MATERIALS UNLESS NOTED OTHERWISE. IIIOIDE 2. DIMENSIONS MARKED WITH ( ) ARE REFERENCE DIMENSIONS ACTUAL DIMENSIONS MAY VARY. DIAMETER 3. FOR SITE SPECIFIC DRAWINGS WITH DETAILED VAULT DIMENSIONS AND WEIGHTS, PLEASE CONTACT YOUR CONTECH 181, ENGINEERED SOLUTIONS LLC REPRESENTA TI VE. www.contechES.com (t> 4. STORMFIL TER WA TER QUALITY STRUCTURE SHALL BE IN ACCORDANCE WITH ALL DESIGN DA TA AND INFORMA TION A CONTAINED IN THIS DRAWING. 6 1/2" 13. 5. STRUCTURE SHALL MEET AASHTO H520 LOAD RATING, ASSUMING EARTH COVER OF 0' - 5' AND GROUNDWATER FRAM AND GRATE - NOT INCLUDED 1 %2' P,. MATCH ! I' R. r ROADWAY IN CURB AND GUTTER 810 n1EM ~�_-- ELEVATION AT, OR BELOW, THE OUTLET PIPE INVERT ELEVATION. ENGINEER OF RECORD TO CONFIRM ACTUAL 3.. is i _ TOP OF p 1" R. / - 1? FJ� / F ROADWAY GROUNDWATER ELEVATION. CASTINGS SHALL MEET AASHTO M306 AND BE CAST WITH THE CONTECH LOGO. D ' 0 6. FILTER CARTRIDGES SHALL BE MEDIA -FILLED, PASSIVE, SIPHON ACTUATED, RADIAL FLOW, AND SELF CLEANING. D ' IN CURS AND GUTTER 810 REM RADIAL MEDIA DEPTH SHALL BE 7 -INCHES, FILTER MEDIA CONTACT TIME SHALL BE AT LEAST 39 SECONDS. '2" OUTLET 7. SPECIFIC FLOW RA TE IS EQUAL TO THE FIL TER TREA TMENT CAPACITY (gpm) DIVIDED BY THE FIL TER CONTACT SURFACE SECTION I, A ) AREA (sq ft). 12" 72" INS TALLA TION NOTES: IlCTURENHOLE of a catch basin with minimal disturbance of the curb. 1. ANY SUB -BASE, BACKFILL DEPTH, AND/OR ANTI -FLOTATION PROVISIONS ARE SITE-SPECIFIC DESIGN CONSIDERATIONS adjacent sidewalk shall AND SHALL BE SPECIFIED BY ENGINEER OF RECORD. O.D. 2. CONTRACTOR TO PROVIDE EQUIPMENT WITH SUFFICIENT LIFTING AND REACH CAPACITY TO LIFT AND SET THE 36" STORMFIL TER STRUCTURE (LIFTING CLUTCHES PROVIDED). �. ISCif4F.TcIC VIEW 3. CONTRACTOR TO INSTALL JOINT SEALANT BETWEEN ALL STRUCTURE SECTIONS AND ASSEMBLE STRUCTURE. 4. CONTRACTOR TO PROVIDE, INSTALL, AND GROUT INLET PIPE(S). 5. CONTRACTOR TO PROVIDE AND INSTALL CONNECTOR TO THE OUTLET RISER STUB. STORMFIL TER EQUIPPED WITH A D: DUAL DIAMETER HDPE OUTLET STUB AND SAND COLLAR. IF OUTLET PIPE IS LARGER THAN 8 INCHES, CONTRACTOR TO INSTALLATION AT REMOVE THE 8 INCH OUTLET STUB AT MOLDED IN CUT LINE. COUPLING BY FERNCO OR EQUAL AND PROVIDED BY CATCH BASINS CONTRACTOR. 6. CONTRACTOR TO TAKE APPROPRIATE MEASURES TO PROTECT CARTRIDGES FROM CONS TRUC TION-RELA TED EROSION DAIE RUNOFF. NON WOVEN GEOTEXTILE FABRIC MIRAFI 140N OR EQUIVALENT ALONG TOP TO REMAIN /N PLACE UNTIL ALL CONSTRUCTION AND SOIL STABILIZATION INCLUDING LANDSCAPING FOR THE INDIVIDUAL RESIDENCES IS INSTALLED. CUT AT SURFACE AND REMOVE UPON COMPLETION OF THE INDIVIDUAL L 0 TS. DETECTABLE LOCA TOR TAPE Lai2 J W �g A. JO of was (.1 �j f c�, O� 45232 11 SISTER � '� ONAI, 1 NON WOVEN GEO TEXTILE FABRIC MIRAFI 140N OR EQUIVALENT ALONG BOTTOM AND SIDES 6" AND 8" DIA. PERFORATED CPP OR 6" AND 12" DIA. ASTM 3034 SDR 35 PERFORATED P VC 1.5"-2.5" WASHED DRAIN ROCK 114" PERFORA TIONS ON 5" CENTERS. ROWS SHALL BE SPACED 120 DEGREES APART 60 DEGREES WL HOLDINGS LLC 1 D.R. STRONG CONSUL TING ENGINEERS ENGINEERS PLANNERS SURVEYORS 620 - 7TH AVENUE, KIRKLAND, WA 98033 NO. O 425.827.3063 F 425.827.2423 REVISION YtP 107.13.15 11 SURVEYED: S DESIGNED: ,,,•• '' MAJ DRAWN: W 1 CHECKED: MAJ BY DATE APPR APPROVE SEE NOTE 2 ,,3 j B'R X 5,'8"0 DUMMY JCINT r - SEE NOTE 2 � I , PIPE MATERIAL IIIOIDE MINIMUM BASE REINFORCING STEEL DISTANCE In2/R.INEACH DIRECTION BETWEEN KNOCKOUTS SEPARATE BASE INTEGRAL BASE DIAMETER REINFORCED OR 181, 3/8" PP,F.MOI..DEd JOINT FILLER (TVP) .� `• CEMENT CONCRETE - - -- - -� CURB AND GUTTER (t> PLAN VIEW FACE crCENTERLINE OF �S Cjr� FRAME&GRAIE CPSSP * 6 1/2" 13. _ .aa'j +z , FRAM AND GRATE - NOT INCLUDED 1 %2' P,. MATCH ! I' R. r ROADWAY IN CURB AND GUTTER 810 n1EM ~�_-- SLOPE t 3.. is i _ TOP OF p 1" R. / - 1? FJ� / F ROADWAY (STD. SPEC. 9-05.12(1)) D ' 0 D D • • D ADJUSTMENT SECTION - NOT INCLUDED D ' IN CURS AND GUTTER 810 REM D D CATCH BASIN - NOT INCLUDED IN CURS AND GUTTER BIO REAR "D D P ' 0.35 0.24 SECTION I, A ) 8' 12" 72" GROUT, TYPICAL (SEE NOTE 5) 1. The Intent of this design Is to facilitate the removal of a catch basin with minimal disturbance of the curb. ?. The expansion Joints of the adjacent sidewalk shall be adjusted to be In I �- line with (hese curt - expansion joints. 36" 48" �. ISCif4F.TcIC VIEW SM. PLAN - 101.1 CEMENT CONCRETE CURS D: PUBLIC WORKS INSTALLATION AT DEPARTMENT, CATCH BASINS VRO JM o DAIE 3 E FRAME AND VANED GRATE 59 OR 12' ONE 43 BAR HOOP FOR 5" HEIGHT TWO #3 BAR HOOPS FOR 12" HEIGHT RECTANGULAR ADJUSTMENT SECTION HOOPS REDUCING SECTION #3 BAR EACH CORNER #3 BAR EACH SIDE EAUH WAY PRECAST BASE SECTION t'<Pi PIPE ALLOWANCES PIPE ALLOWANCES MAXIMUM PIPE MATERIAL IIIOIDE MINIMUM BASE REINFORCING STEEL DISTANCE In2/R.INEACH DIRECTION BETWEEN KNOCKOUTS SEPARATE BASE INTEGRAL BASE DIAMETER REINFORCED OR 181, PLAIN CONCRETE m 3 ALL METAL PIPE 21" CPSSP * 18" (STD. SPEC. 9-05.20) 60" 1 SOLID WALL PVC 21" (STD. SPEC. 9-05.12(1)) 0.25 0.25 PROFILE WALL PVC 21' (STD. SPEC. 9-05.12(2)) OR CIRCULAR ADJUSTMENT SECTION * CORRUGATED POLYETHYLENE STORM SEWER PIPE NOTES 1. As acceptable alternatives to the rebar shown in the PRECAST BASE SECTION, fibers (placed according to the Standard Specifications), or wire mesh having a minimum area of 0.12 square inches per foot shall be used with the minimum required rebar shown in the ALTERNATIVE PRECAST BASE SECTION. Wire mesh shall not be placed in the knockouts. 2. The knockout diameter shall not be greater than 26". Knockouts shall have a wall thickness of 2" minimum to 2.5" maximum. Provide a 1.5" minimum gap between the knockout wall and the outside of the pipe. After the pipe is installed, fill the gap with joint mortar in accordance with Standard Specification 9-04.3. 3. The maximum depth from the finished grade to the lowest pipe invert shall be 5'. 4. The frame and grate must be Installed with the flange down. 5. The Precast Base Section may have a rounded floor, and the walls may be sloped at a rate of 1:24 or steeper. 6. The opening shall be measured at the top of the precast base section. 7. All pickup holes shall be grouted full after the basin has been placed. 8. All grade rings and castings shall be set in mortar in accordance with Standard Specification 9-04.3. #3 BAR HOOP 93 BAR EACH CORNER -� SEE NOTE 1 ALTERNATIVE PRECAST BASE SECTION Y Gti� ��PUBLIC WORKS CATCH BASIN TYPE 7 L PLAN - 200.10 +. DEPARTMENT Nzo� MARCH 2008 R-383513 3 FRAME AND VANED GRATE 30• 6 s 6 OR 12' ONE #3 BAR HOOP FOR 6" HEIGHT TWO #3 BAR HOOPS FOR 12" HEIGHT RECTANGULAR ADJUSTMENT SECTION a/ #3 BAR EACH CORNEF I 93 BAR EACH SIDE i #3 BAR EACH CORNER 18" MIN #3 BAR HOOP PRECAST BASE SECTION PIPE ALLOWANCES PIPE ALLOWANCES MNOMIMII PIPE MATERIAL INSIDE MINIMUM BASE REINFORCING STEEL DISTANCE In2/R.INEACH DIRECTION BETWEEN KNOCKOUTS SEPARATE BASE INTEGRAL BASE DIAMIETER REINFORCED OR 12' PLAIN CONCRETE m 3 ALL METAL PIPE 15" CPSSP * 12" (STD. SPEC. 9-05.20) 60" 1 SOLID WALL PVC 15" (STD. SPEC. 9-05.12(1)) 0.25 0.25 PROFILE WALL PVC 1b" (STD. SPEC. 9-05.12(2)) OR CIRCULAR ADJUSTMENT SECTION * CORRUGATED POLYETHYLENE STORM SEWER PIPE NOTES 1. As acceptable alternatives to the rebar shown in the PRECAST BASE SECTION, fibers (placed according to the Standard Specifications), or wire mesh having a minimum area of 0.12 square inches per foot shall be used with the minimum required rebar shown in the ALTERNATIVE PRECAST BASE SECTION. Wire mesh shall not be placed In the knockouts. 2. The knockout diameter shall not be greater than 20". Knockouts shall have a wall thickness of 2" minimum to 2.5" maximum. Provide a 1.5" minimum gap between the knockout wall and the outside of the pipe. After the pipe is Installed, fill the gap with joint mortar in accordance with Standard Specification 9-04.3. 3. The maximum depth from the finished grade to the lowest pipe invert shall be 5'. 4. The frame and grate must be installed with the flange down. 5. The Precast Base Section may have a rounded floor, and the walls may be sloped at a rate of 1:24 or sleeper. 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 **--,e STD. PLAN - 200.00 PUBLIC WORKS CATCH BASIN TYPE 1 DEPARTMENT MARCH 2008 'O' RM10 GRAVEL BACKFILL FOR 9= PPE ZONE BEDDING SEPARATE BASE PRECAST PIPE ALLOWANCES CATCH BASIN DIMENSIONS CATCH BASIN DIAMETER MAXIMUM WALL BASE KNOCKOUT THICKNESS THICKNESS SIZE MINIMUM BASE REINFORCING STEEL DISTANCE In2/R.INEACH DIRECTION BETWEEN KNOCKOUTS SEPARATE BASE INTEGRAL BASE 48" 4' 6" 36' CATCH BASIN FRAME AND VANED GRATE (DETAIL 204.00) m 3 54" 4.5" 8" 42" HANDHOLD 0.19 0.19 60" 1 N 8" 48" RECTANGULAR ADJUSTMENT SECTION 0.25 0.25 72' 6" fD OR CIRCULAR ADJUSTMENT SECTION 0.35 0.24 64" 8' 12" 72" GROUT, TYPICAL (SEE NOTE 5) U 96" 8" IT 84" FLAT SLAB TOP 0.39 0.29 60" 72• 1 60" 36" 48" o WOR N' o MORTAR (TYP.) 0 o STEPS OR LADDER o tv � � o • z MORTAR FILLET• a REINFORCING STEEL UYP.) N Zr 12. GRAVEL BACKFILL FOR PPE ZONE BEDDING SEPARATE BASE INTEGRAL BASE CAST -IN-PLACE PRECAST WITH RISER 'O' RM10 GRAVEL BACKFILL FOR 9= PPE ZONE BEDDING SEPARATE BASE PRECAST NOTES 1• No steps are required when height is 4' or less. 2' The bottom of the precast catch basin may be sloped to facilitate cleaning. 3. The rectangular frame and grate must be installed With the flange down. 4, The frame may be cast into the adjustment section. 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 5. the pipe Is Installed, fill the gap with joint mortar in accordance with Standard Specification M4.3. All grade rings, risers, and castings shall be set In mortar In accordance with 1Q Corrugated Polyethylene Storm Sewer Pipe (Sid. Spec. 9-05.20) Standard Specification 9-04.3. (Std. Spec. 9-x5.12(1)) T(Std. Spec. 9-05.12(2)) y PUBLIC WORKS CATCH BASIN TYPE 2 FLAN - 201.00 + + DEPARTMENT MARCH 2008 PIPE ALLOWANCES CATCH BASIN DIMENSIONS CATCH BASIN DIAMETER MAXIMUM WALL BASE KNOCKOUT THICKNESS THICKNESS SIZE MINIMUM BASE REINFORCING STEEL DISTANCE In2/R.INEACH 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" 1 5" 8" 48" 8" 0.25 0.25 72' 6" 8" 60" 12' 0.35 0.24 64" 8' 12" 72" 12• 0.39 0.29 96" 8" IT 84" 12" 0.39 0.29 NOTES 1• No steps are required when height is 4' or less. 2' The bottom of the precast catch basin may be sloped to facilitate cleaning. 3. The rectangular frame and grate must be installed With the flange down. 4, The frame may be cast into the adjustment section. 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 5. the pipe Is Installed, fill the gap with joint mortar in accordance with Standard Specification M4.3. All grade rings, risers, and castings shall be set In mortar In accordance with 1Q Corrugated Polyethylene Storm Sewer Pipe (Sid. Spec. 9-05.20) Standard Specification 9-04.3. (Std. Spec. 9-x5.12(1)) T(Std. Spec. 9-05.12(2)) y PUBLIC WORKS CATCH BASIN TYPE 2 FLAN - 201.00 + + DEPARTMENT MARCH 2008 DRAWINGS NOT APPROVED FOR CONSTRUCTION UNLESS STAMPED OR SIGNED APPROVED BY THE REVIEWING AGENCY SCALE: VERTICAL: NAVD 1988 AS NOTED HORIZONTAL: NAD 1983/1991 0TY 0 RENTON ONE INCHDATM AT FULL SCALE Planning/Building/Public Works Dept. IF NOT ONE INCH SCALE ACCORDINGLY IN COMPLIANCE WITH CITY OF RENTON PIPE ALLOWANCES B`�: CATCH PIPE MATERIAL WITH MAXIMUM INSIDE DIAMETER BASIN DIAMETER ALL CONCRETE METAL CPSSPC SOLID WALLO PROFILE WALL PVC 1) 48" 24" 30" 24' 27" 30" 54' 30" 36" 30' 27" 36" 60" 36" 42" 36" 36' 42" 72" 42" 54" 42' 1 36" 48" 84" 54" 60" 54' 36" 48" 98" 60" 72• 1 60" 36" 48" DRAWINGS NOT APPROVED FOR CONSTRUCTION UNLESS STAMPED OR SIGNED APPROVED BY THE REVIEWING AGENCY SCALE: VERTICAL: NAVD 1988 AS NOTED HORIZONTAL: NAD 1983/1991 0TY 0 RENTON ONE INCHDATM AT FULL SCALE Planning/Building/Public Works Dept. IF NOT ONE INCH SCALE ACCORDINGLY IN COMPLIANCE WITH CITY OF RENTON AERTINS RANCH �"ai.zo.zois FIELDBOO STORM DRAINAGE DETAILSDRAWING„o C13 PERMITS: U15-001308, 815-000196 ""°�3 "zo DRS PROJECT N0. 14103 A- N N N N A P M >I ^z 0 z C M i STAND RDS B`�: Date:��1S /S" : ((Ae --Date: 746 -1 BY: Date: BY: Date: AERTINS RANCH �"ai.zo.zois FIELDBOO STORM DRAINAGE DETAILSDRAWING„o C13 PERMITS: U15-001308, 815-000196 ""°�3 "zo DRS PROJECT N0. 14103 A- N N N N A P M >I ^z 0 z C M i ( 1 I 'pt::n a✓ `� DTII 00 t17 P Z CD 0 i W > M0 Qo CD fl 17: Z x Z liJ ' i n r� I DTII j M M0 Qo T M m n n r� �. z > A L z U LLJ Q 0 ry ry n V I Z W gZ�Y i TOP SLOT - SEE DETAIL AND NOTE 1 J rn rn i� SECTION O 24" 4 EQUAL SPACES _ 1f 4 EQUAL SPACES 1 T_ SECTION (AD 3/4' 11W •J / �T 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 bolt -down slots varies among different manufacturers. ISOMETRIC 2. Refer to Standard Specification 9-05.15(2) for additional requirements. 3. Use only On Sags and vertical curbs locations. 4• Unless otherwise specified, vaned grates shall be used with standard frame in the travel way, gutter or shoulder. vaned grates shall not be located within crossroads. Use vaned grates along rolled curbs. STD PUBLIC WORKS RECTANGULAR BI-DIRECTIONAL' PLAN - 204.30 .(}. DEPARTMENT VANED GRATE ANT I MARCH 2008 H FRAME AND VANED GRATE CLEAN SURFACE AND BOTTOM AREA. PROVIDE UNIFORM CONTACT. THE SURFACE AREA OF THE BASE SECTION MUST BE GROUTED TO THE BOTTOM AREA OF THE ADJUSTMENT SECTION. BASE SECTION 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 Y2 BOND. SEE NOTE 4 Y �'~$��� PUBLIC WORKS CATCH BASIN INSTALLATION STD. PLAN - 202.00 + DEPARTMENT ivz MARCH 2008 r� Cal 2 Working Days Before You Dig 811 Utilities Underground Location Center (ID,MT,ND,OR,WA) HOLDINGS LLC HO SEE NOTE SE 1/4 SECTION J. TOWNSHIP 23 N., RANGE 5 E, W.M. MAE& TINS RANCH 29' MIN. TYPN. � 20114" DETAIL SECTION I A ) CATCH BASIN a 7" (, 0.58'1 = 3' (=00.25'1 GRATE ' =34" (WIDE SIDE) CATCH BASIN TYPE 1 ••� \ I = 40' (WIDE SIDE) CATCH BASIN TYPE IL FRAME TOP VIEW SEE NOTE 1 SECTION OA ,i�cC�C43t Ca L .;HT DUTY .....:: . 2 0 a SEE NOTE 4 r (TYP.) ��It 1 .:.Ir4 . ,.,. :.. z7rvilC9 GOVER L I IT DU Y 1'e990GC SEE NOTE 2 (TYPJ 60) . 7 N Nr L t ..t1E '):'A, WIRE MESH REINFORCEMENT DETAIL SECTION I A ) CATCH BASIN a 7" (, 0.58'1 = 3' (=00.25'1 GRATE ' =34" (WIDE SIDE) CATCH BASIN TYPE 1 ••� \ I = 40' (WIDE SIDE) CATCH BASIN TYPE IL FRAME NYLOPLAST II DRAIN BASIN: 2808AO fr LS IYRE Cyi'f('''plk�-.IL E I' I.`:l€q'iILVI0:L- �i=r` EIIL°B ,E; .4'-8 Ei'iR CII RI..E ,:a°a i ED a...If PE rr'�E..)t"t iJ 12,-i.1L`ifl aAt 0LAA� Wy'! L. a �C��,riltF°�I`l` t!f� jai l'_�I EaFEI LILJPV SE.'A' R '.EX: SL.¢R I5t Pt/i D)AIy:° €,E „Gi`l l 4011, F'�=l. Cr<(t t`Ct t +K' Ij"s1;TECI I EC! PVC; : V r',y i T'yER('TIGtiT J!•CI'�T C, I_J L1'F}LA 7 E0 11D' E SI IOpJ' ,E t,11 I +� f THF I L. '0 E'.'R' SI Ti,t. is RI S. .. � 11 'RA S}. IP, (`'I �'. tib'-,-'�a, fy,.:t #,e L �'�4.:.� i!, d t:�5,y., utlT,i EC; 3.3.i I IE.11 C 1 : €'i(ll.ttj ' :t,fiT- C..I5TQptt PA11`4 P nIt{i " p- 8;. B zl=,;M t#ffa if it fig( s�rS.r"t ill "#FI:"il `a.Tbr '� F= tIP>> t rIFf trP.P8atarrVia:: igId Ili€ Ta#�,FiP' k i"r:7 <.T f-JQr i>; E i R III M:°t;,I£d i rl..: I' Fr., FTI �.I.of, ,tr"I , rf I!, I =.'z 0II r; II l as f,r :' rfl : ""FP5 °. M 0*F= t t`€, is , F, 1-1 , I # A° ;, F T.%} 1I I .Id r .. 1 1 d ♦ I I 11 1. TO f , ITRU" 11�d . Ir 1'°"dlir/ . t t Ati 't F DFT�<% d � ,1.N # y -v f -, E IsTr EF�"'.,C 1 11'•t - f. l�a': L. �.., 6 # -,'° , t '�Iw.:'f. f, r'.+<Itd ' F : otjfd . I. Il',ffd #.T ,�Z', IT 1-,, Tt V:. P {).;< , € } jr TO A TPf 13TH'; , I a . ,,a,3pf"Vi.7 F i + Z) P r A f.;.: N� : ' II a: P V j I., arf Fi L A D.R. STRONG CONSUL TING ENGINEERS ENGINEERS PLANNERS SURVEYORS 620 - 7TH AVENUE, KIRKLAND, WA 98033 FN 0425.8273063 F425.8272423 REVISION GRATE E E. 1,EI LIE,.;K TER JAL >ea??�I_�. BE ST{�AE. L.�4a !._1TI•-3:x�.. i.:. GR,,V111AAR 1�!ATERIN. UEETI`'.1r= TGIF =-9;Ir«UIRE!`',IUIT ,17 I13_AS,9 OR Cf: \SS 11 IATEP IrE.I:. AFj DE~ ItlED 1'1 ASTFoi'a.'? 1, BECD `VII€., i� 5,AJ. K~IU FOP SURFi GE Darty "4liVV E 1 III ET5 SHAILL BE r E?,_) & a `.,MF'A'k"TIED Lill KIR ML -t Irl °J,#<:;i, ^�Ll��tII.,E ��£'ITe� ASPLI0,, 32 t, 4" lilt '1 TOP 7 OR 8 EQUAL SPACES _ rZ DIRECTION OF FLOW SECTION l,J 11 3!4" 1 1/4" 5/B' BOLT -DOWN SLOT DETAIL SEE NOTE t \ NOTES 1 Provide two slots in the grate that are vertically aligned with the holes in the frame. Location of bolt -down slots varies among different manufacturers. ISOMETRIC 2. Refer to Standard Specification 9-05.15(2) for additional requirements. 3• Unless otherwise specified, vaned grates shall be used with standard frame in the travel way, gutter or shoulder. vaned grates shall not be located within crossroads. Use vaned grates along rolled curbs. Gtit Y STD. PLAN - 204.20 �j + PUBLIC WORKS RECTANGULAR �i DEPARTMENT VANED GRATE MARCH 2008 1' SLOT - SEE DETAIL 3" AND NOTE 1 5' 5" 20 5- 5' 5. 3' _ SECTION 08 d.R.4TE t TIO L, C RATIN TOP VIEW SEE NOTE 1 SECTION OA ,i�cC�C43t Ca L .;HT DUTY .....:: . FRAME DETAIL ��It 1 .:.Ir4 . ,.,. :.. z7rvilC9 GOVER L I IT DU Y 1'e990GC NOTES . . 7 C p D 1. The asymmetry of the Combination Inlet shall be considered when L t ..t1E '):'A, WIRE MESH REINFORCEMENT calculating the offset distance for the catch basin. See SECTION A. _ f Jrr 4' DRAIN PIPE 2. The dimensions of the Frame and Hood may vary slightly among dif- 4 x 4 W2.9 x W2.9 6 GAGE J" AT EDGE 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 TOP TO TOP OF HOOD CURB to the Hood may vary. The Hood may Include casting lugs. The top OF (1YP.) / of the Hood may be cast with a pattern. HOOD .. IE C)R '(I`W IfdI P 3. Attach the Hood to the frame with two 3/4" x 2" hex head bolts, nuts, J.r 7RIII f�""R;!,aft IIE..bY,r F tls..k V FTI .,. i:.}Fq'7 t1:.IR and oversize washers. The washers shall have diameters adequate (:f T _ V 0Ra1tl P"SIfl D., F, T_ r:.:; c =tl...F t,!0;; r IT "D 4.1 «F IT ,ttl.-l E DO NOT INSTALL SAFETY BAR! DEBRIS GUARD to assure full bearing across the slots. 1/ 20" x 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. I D .A0,"11l"` ti . 70-0-1 1.� :, Tap each hole to accept a 518" x - 11 NC x 2" alien head cap screw. W =.:II.:I';,rl : ,"t.. Wf.I? I.I"f>..1 f'Id.,r .:fl'c.1 Location of bolt -down holes varies among different manufacturers. Jr, Jrr Z Jlr Jr. See BOLT- DOWN DETAIL Jrr .ul ' .Irl JI. Jrr ,i 5. Only ductile iron Vaned Grates shall be used. Jrr \� 6. This plan is intended to show the installation details of a manufac- DOWNSPOUT STORM• STD PLAN - 210.00 tured product. It is not the intent of this plan to show the specific DEPARTMENT ISOMETRIC VIEW details necessary to fabricate the castings shown on this drawing. �ve. MARCH 2008 �~�Y PUBLIC WORKS OPEN CURB FACE STD. PLAN - 203.00 DEPARTMENT FRAME AND GRATE MARCH 2008 �zvz° INSTALLATION DETAIL NYLOPLAST II DRAIN BASIN: 2808AO fr LS IYRE Cyi'f('''plk�-.IL E I' I.`:l€q'iILVI0:L- �i=r` EIIL°B ,E; .4'-8 Ei'iR CII RI..E ,:a°a i ED a...If PE rr'�E..)t"t iJ 12,-i.1L`ifl aAt 0LAA� Wy'! L. a �C��,riltF°�I`l` t!f� jai l'_�I EaFEI LILJPV SE.'A' R '.EX: SL.¢R I5t Pt/i D)AIy:° €,E „Gi`l l 4011, F'�=l. Cr<(t t`Ct t +K' Ij"s1;TECI I EC! PVC; : V r',y i T'yER('TIGtiT J!•CI'�T C, I_J L1'F}LA 7 E0 11D' E SI IOpJ' ,E t,11 I +� f THF I L. '0 E'.'R' SI Ti,t. is RI S. .. � 11 'RA S}. IP, (`'I �'. tib'-,-'�a, fy,.:t #,e L �'�4.:.� i!, d t:�5,y., utlT,i EC; 3.3.i I IE.11 C 1 : €'i(ll.ttj ' :t,fiT- C..I5TQptt PA11`4 P nIt{i " p- 8;. B zl=,;M t#ffa if it fig( s�rS.r"t ill "#FI:"il `a.Tbr '� F= tIP>> t rIFf trP.P8atarrVia:: igId Ili€ Ta#�,FiP' k i"r:7 <.T f-JQr i>; E i R III M:°t;,I£d i rl..: I' Fr., FTI �.I.of, ,tr"I , rf I!, I =.'z 0II r; II l as f,r :' rfl : ""FP5 °. M 0*F= t t`€, is , F, 1-1 , I # A° ;, F T.%} 1I I .Id r .. 1 1 d ♦ I I 11 1. TO f , ITRU" 11�d . Ir 1'°"dlir/ . t t Ati 't F DFT�<% d � ,1.N # y -v f -, E IsTr EF�"'.,C 1 11'•t - f. l�a': L. �.., 6 # -,'° , t '�Iw.:'f. f, r'.+<Itd ' F : otjfd . I. Il',ffd #.T ,�Z', IT 1-,, Tt V:. P {).;< , € } jr TO A TPf 13TH'; , I a . ,,a,3pf"Vi.7 F i + Z) P r A f.;.: N� : ' II a: P V j I., arf Fi L A D.R. STRONG CONSUL TING ENGINEERS ENGINEERS PLANNERS SURVEYORS 620 - 7TH AVENUE, KIRKLAND, WA 98033 FN 0425.8273063 F425.8272423 REVISION GRATE E E. 1,EI LIE,.;K TER JAL >ea??�I_�. BE ST{�AE. L.�4a !._1TI•-3:x�.. i.:. GR,,V111AAR 1�!ATERIN. UEETI`'.1r= TGIF =-9;Ir«UIRE!`',IUIT ,17 I13_AS,9 OR Cf: \SS 11 IATEP IrE.I:. AFj DE~ ItlED 1'1 ASTFoi'a.'? 1, BECD `VII€., i� 5,AJ. K~IU FOP SURFi GE Darty "4liVV E 1 III ET5 SHAILL BE r E?,_) & a `.,MF'A'k"TIED Lill KIR ML -t Irl °J,#<:;i, ^�Ll��tII.,E ��£'ITe� ASPLI0,, 32 t, 4" lilt '1 TOP 7 OR 8 EQUAL SPACES _ rZ DIRECTION OF FLOW SECTION l,J 11 3!4" 1 1/4" 5/B' BOLT -DOWN SLOT DETAIL SEE NOTE t \ NOTES 1 Provide two slots in the grate that are vertically aligned with the holes in the frame. Location of bolt -down slots varies among different manufacturers. ISOMETRIC 2. Refer to Standard Specification 9-05.15(2) for additional requirements. 3• Unless otherwise specified, vaned grates shall be used with standard frame in the travel way, gutter or shoulder. vaned grates shall not be located within crossroads. Use vaned grates along rolled curbs. Gtit Y STD. PLAN - 204.20 �j + PUBLIC WORKS RECTANGULAR �i DEPARTMENT VANED GRATE MARCH 2008 1' SLOT - SEE DETAIL 3" AND NOTE 1 5' 5" 20 5- 5' 5. 3' _ SECTION 08 d.R.4TE t TIO L, C RATIN I Akt F 3 Wtfi sa # ,i�cC�C43t Ca L .;HT DUTY .....:: . ate4.9:; S ��It 1 .:.Ir4 . ,.,. :.. z7rvilC9 GOVER L I IT DU Y 1'e990GC M . 77101 1 .G 1E a . 7 C p D ' L t ..t1E '):'A, WIRE MESH REINFORCEMENT 4" DRAIN PIPE _ f Jrr 4' DRAIN PIPE f; YLP 107.13.15 SURVEYED: lc DESIGNED: ,7,,Y.7 I�IN DRAWN: ������yy Iv'1n CHECKED: BY DATE AP P R APPROVED: CONCRETE SIDEWALK - PLANTING STRIP Jrr J CONCRETE CURB - TYPE MAY VARY TEMPORARY CAP AT EDGE OF RIGHT OF WAY, UNLESS OTHERWISE RAN LINE / DIRECTED IN CONTRACT Jr' Jrr � Jit J \ Jlr ,rrr J .UI \ / Jrr JIr ,Irl ,til Jrr Jrr rl Jr. 4,.- Jrr ` .°a 111S:i141,'_! P w•Irl GLE V%IALL,1. PVC.: Ea��aL (EX:S Rf��f-I�F. 'i='t�;�'Ip3 r 000 1� s 11TWIRE e . . 7 C p D ' mLj WIRE MESH REINFORCEMENT 4" DRAIN PIPE I\ Jrr 4' DRAIN PIPE 4 x 4 W2.9 x W2.9 6 GAGE J" AT EDGE EXP. JOINT (SEE STD. SPEC. 9-07.7) OOFPR(W SECTION O 1/2" MINIMUM COVER Ju pptT .: . 3EI.I i«E, CONCRETE I° :.E.. . d=i. °.,., �.,FI.....I_i., T.=:.lfr€ SIDEWALK M .. IE C)R '(I`W IfdI P PLANTING J.r 7RIII f�""R;!,aft IIE..bY,r F tls..k V FTI .,. i:.}Fq'7 t1:.IR STRIP J (:f T _ V 0Ra1tl P"SIfl D., F, T_ r:.:; c =tl...F t,!0;; r IT "D 4.1 «F IT ,ttl.-l E C::,. { tlI-l?,I. ifd Esr3P >a 1:.fI . 'I .ffs�1 liF I I Jrr JrlJr. ,1rr ,Irl J - TYPE MAY VARY J D .A0,"11l"` ti . 70-0-1 1.� :, Jrr W =.:II.:I';,rl : ,"t.. Wf.I? I.I"f>..1 f'Id.,r .:fl'c.1 ;`Fr,:"Ir „_ 3fu. Er,>?OhI, Cala, IFE C1..a::_ c _OE T CIES Jr, Jrr Z Jlr Jr. i r t�'%l C�� J :. l Er ,,St�l~�. I# 1< 4�6I 1 l t'd Jrr .ul ' .Irl JI. Jrr ,i � Jrr Jn .til Jrr Jlr Jrr Gti2 PUBLIC WORKS DOWNSPOUT STORM• STD PLAN - 210.00 ROADWAY -i (REINFORCEMENT NOT SHOWN) PLAN 80A 8" CUSTOM DRAIN BASIN +;1d IwS FC=T'ILF IW)1J (a:�ArE. { F wh af,F � I:a € z i''rar I't :►scn. I ,E(:E ,a f� 1•s4 i"'1i)� r 11 F a f P: I„ IT �.3i..T`a ^,R_ F ,ate Bi I �. IY. U, sCi'd-'f ,{t:,t`. 9'3 1'ua•:. .. [q .,. ..-:.:.. ..-.. r j._�i tdfi�3'i.IflF:'w 30 Ck! Il'TA-P ( i c` '= I f L E r(FFts a >T IE I Ir?€,:T`r.' Fra1D Egli. a}EEtr: #�V`„ P;EIa.tiT •� j �t1 1 i1, X11 °:I R E- Il l GLE '&ALL), PVC SES ER FE : S0 ,y,.•. PVC E0V (EX: SC°I1 40). PVC C90(j C;905, CORRIJGWED & FSI EE � PV 1 OAG_-X; 10" CUSTOM DRAIN BASIN ITj FII F TILE I I7,'6.GRATE :., f , I a t I Ir , E (�5° ' '�' F €C� z ' 3 � �;€� S$'Ir , � r •,r ,ia I: I}E I I!sf o)j : 1M .r.: ...... Y y / a111fi: - I R Vie.F Kill.° r . ,ra �!! ' VARIW F i rE r`,eIe t rE`� ` .. „. ......., .. ...........< [,&I . �E. 1..................I ,:fT 3�f;, fa E,<> I 21i "VARIABLE. iitnl is La � Efrtil€� 101:=10 I IT R lt EXP. JOINT WITH 3/18" 1/2 JOINT MATERIA 4"' - ICI° P()Fi r; 1 i1 , "l`E0 HUPE Ir EI Il -i? Ldr,tlt. J 131.I,AL'kg>e TL, MESH\, ? 111S:i141,'_! P w•Irl GLE V%IALL,1. PVC.: Ea��aL (EX:S Rf��f-I�F. 'i='t�;�'Ip3 r 000 1� s 11TWIRE PVCdal ti ji'' �1 1a t 0PR IE'` oI�TE 6" D , RIBBED O-ham C p D ' mLj WIRE MESH REINFORCEMENT R/W LINE 4" DRAIN PIPE 12" 6• 6 x 6 W4.0 x W4.0 (4 GAGE) Jrr 4' DRAIN PIPE 4 x 4 W2.9 x W2.9 6 GAGE J" AT EDGE k .n (SEE STD. SPEC. 9-07.7) OOFPR(W SECTION O 1/2" MINIMUM COVER Ju pptT .: . 3EI.I i«E, CONCRETE #:,. G::,r Fa OR iC-" A:S :T or .?-tK ! :1 14 1I� :.E.. . d=i. °.,., �.,FI.....I_i., T.=:.lfr€ SIDEWALK M .. IE C)R '(I`W IfdI P PLANTING J.r 7RIII f�""R;!,aft IIE..bY,r F tls..k V FTI .,. i:.}Fq'7 t1:.IR STRIP J (:f T _ V 0Ra1tl P"SIfl D., F, T_ r:.:; c =tl...F t,!0;; r IT "D 4.1 «F IT ,ttl.-l E C::,. { tlI-l?,I. ifd Esr3P >a 1:.fI . 'I .ffs�1 liF I CONCRETE CURB s, . T C FE ltd_ Idll,..f i.. . _.Ti €t lys r1LI.;..', f,.tl T zl, ': ItI ,,f ,?itI tilt, I14,11E '"I J - TYPE MAY VARY J D .A0,"11l"` ti . 70-0-1 1.� :, wtdT„IIdEC i! .Fl ltd: a_I1.P�a �d Ii. E �t�E CT".atd< ROADWAY Jn =.:II.:I';,rl : ,"t.. Wf.I? I.I"f>..1 f'Id.,r .:fl'c.1 ;`Fr,:"Ir „_ 3fu. Er,>?OhI, Cala, IFE C1..a::_ c _OE T CIES Ju INVERT OF DRAIN t ,g3! E.;.4i.. DII,', r'd'.'d:;;tl < I.t t,'r '.,°,� j' i r t�'%l C�� J :. l Er ,,St�l~�. I# 1< 4�6I 1 l t'd SHALL BE AT OR I I P, .f ABOVE GUTTER LINE ISOMETRIC t Gti2 PUBLIC WORKS DOWNSPOUT STORM• STD PLAN - 210.00 DEPARTMENT DRAIN, UNDER SIDEWALK 'IFN tp$ MARCH 2008 80A 8" CUSTOM DRAIN BASIN +;1d IwS FC=T'ILF IW)1J (a:�ArE. { F wh af,F � I:a € z i''rar I't :►scn. I ,E(:E ,a f� 1•s4 i"'1i)� r 11 F a f P: I„ IT �.3i..T`a ^,R_ F ,ate Bi I �. IY. U, sCi'd-'f ,{t:,t`. 9'3 1'ua•:. .. [q .,. ..-:.:.. ..-.. r j._�i tdfi�3'i.IflF:'w 30 Ck! Il'TA-P ( i c` '= I f L E r(FFts a >T IE I Ir?€,:T`r.' Fra1D Egli. a}EEtr: #�V`„ P;EIa.tiT •� j �t1 1 i1, X11 °:I R E- Il l GLE '&ALL), PVC SES ER FE : S0 ,y,.•. PVC E0V (EX: SC°I1 40). PVC C90(j C;905, CORRIJGWED & FSI EE � PV 1 OAG_-X; 10" CUSTOM DRAIN BASIN ITj FII F TILE I I7,'6.GRATE :., f , I a t I Ir , E (�5° ' '�' F €C� z ' 3 � �;€� S$'Ir , � r •,r ,ia I: I}E I I!sf o)j : 1M .r.: ...... Y y / a111fi: - I R Vie.F Kill.° r . ,ra �!! ' VARIW F i rE r`,eIe t rE`� ` .. „. ......., .. ...........< [,&I . �E. 1..................I ,:fT 3�f;, fa E,<> I 21i "VARIABLE. iitnl is La � Efrtil€� 101:=10 I IT R lt 4"' - ICI° P()Fi r; 1 i1 , "l`E0 HUPE Ir EI Il -i? Ldr,tlt. J 131.I,AL'kg>e TL, r1 111S:i141,'_! P w•Irl GLE V%IALL,1. PVC.: Ea��aL (EX:S Rf��f-I�F. 'i='t�;�'Ip3 r 000 1� I,E r'�, S - l 1 4Q). PVCdal ti ji'' �1 1a t 0PR IE'` oI�TE 6" D , RIBBED O-ham 1 1 t ID c, t, t, 1 "aI t Ear" tiallr I _. I {IPER AF11 V 1,c;AfsDIT. ' mLj r >. L °15 '< T F! x D - i"i. '` i2rta a fti, d a .' fSF _ fI: ICTC€ Li#t b9pt'�I,' >at:I E i:ICf=rr! ° „ttt JTE?1rE �:, �? SE 1/4 SECTION 3, MAE NEW B" if IN 450.40 (W) IE OUT 455.36 Call 2 Working Days Before You Dig 811 Utilities Underground Location Center (ID,MT,ND,OR,WA) HOLDINGS LLC r 0 -- [[FF LF::-: -�� UIED 1 D.R. STRONG CONSUL TING ENGINEERS ENGINEERS PLANNERS SURVEYORS 620 - 7TH AVENUE, KIRKLAND, WA 98033 N O . 0 425.827.3063 F 425.827.2423 REVISION TOWNSHIP 23 N. RANGE 5 E * W.M. R TINS RANCH SEWER STUBS LOT *STA TION FG IE AT MAIN LENGTH END 1E SLOPE (9) 1 0+30 471.2 457.61 44 464.20 15.00 2 1+13 473 4 460.21 43 468.63 19.58 3 1+66 476.0 461.87 42 471.43 22.77 4 0+52 476.0 463.81 41 471.70 19.24 5 2+58 475.8 467.20 74 470.30 4.19 6 2+26 475.7 466.88 86 470.20 3.86 7 1+41 475.5 466.06 34 470.42 12.82 8 0+57 475.4 465.17 34 470.46 15.55 9 1+02 475.5 464.36 36 470.71 17.63 10 0+42 475.8 463.68 36 470.63 19.29 11 1+70 475.3 462.01 35 471.46 27.00 12 1+17 472.5 460.32 34 468.70 24.64 13 0+32 469.5 1 457.67 33 1 465.32 1 23.19 NO TES: 1. STATION IS TO NEAREST DOWNSTREAM MANHOLE 2. END IE IS AT STUB END J. CONTRACTOR TO VERIFY ELEVATION OF EXISTING HOME'S SEWER PRIOR TO CONNECTION. UTILITY CONFLICT NOTE: THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION, DIMENSION, AND DEPTH OF ALL EXISTING UTILITIES WHETHER SHOWN ON THESE PLANS OR NOT BY POTHOLING THE UTILITIES AND SURVEYING THE HORIZONTAL AND VERTICAL LOCATION PRIOR TO CONSTRUCTION. THIS SHALL INCLUDE CALLING UTILITY LOCA TE A T 811 AND THEN POTHOLING ALL OF THE EXISTING UTILITIES A T LOCA TIONS OF NEW UTILITY CROSSINGS TO PHYSICALLY VERIFY WHETHER OR NOT CONFLICTS EXIST. LOCA TIONS OF SAID UTILITIES AS SHOWN ON THESE PLANS ARE BASED UPON THE UNVERIFIED PUBLIC INFORMATION AND ARE SUBJECT TO VARIA TION. IF CONFLICTS SHOULD OCCUR, THE CONTRACTOR SHALL CONSUL T D. R. STRONG CONSULTING ENGINEERS, INC. TO RESOLVE ALL PROBLEMS PRIOR TO PROCEEDING W1 TH CONSTRUCTION. NO TES.- 1. ES:1. ALL TRENCH RES TORA TION SHALL BE PER THE CURRENT CITY OF RENTON TRENCH RESTORATION AND STREET OVERLAY DETAIL. PER SECTION 7 REQUIREMENT FOR PATCHING, OVERLAY, OVERLAY KID THS, TRENCHES (ROAD CROSSINGS). IF THE OUTSIDE OF THE TRENCHING IS Wl THIN THREE FEET (3) OF ANY ADJACENT LANE LINE, THE ENTIRE ADJACENT TRAVELED LANE AFFECTED WILL BE REPAVED. 2. REFER TO C20 FOR UTILITY CROSSINGS. J. MINIMUM SIDE SEWER SLOPE IS 2.009: 4. MINIMUM SIDE SEWER DEPTH IS 5 -FEET FROM FINISHED FLOOR ELEVATION. 5. ALL SSMH WILL BE A MINIMUM OF 48 -INCH DIAMETER. 6. ALL SIDE SEWER TO BE INSTALLED AT A MINIMUM OF 8 FEET INTO THE LOTS DAYLIGHT BASEMENT LOTS NOTE.- LOTS E:L0TS 11-13 TO UTILIZE PRI VA TE EJECTION PUMP FOR LOWER FLOOR. THE SEWER WILL BE PUMPED TO THE UPPER FLOOR AND THEN GRA VI TY DRAIN TO SEWER MAIN. HORIZON TA DA TUM.- NAD UM:NAD 1983/91 PER CITY OF RENTON MONUMENTS. VIER TI CAL DA TUM: NA VD 88, PER CITY OF RENTON VER TI CAL CONTROL. BENCHMARK.- 1. ENCHMARK:1. CITY OF RENTON CONTROL POINT NO. 1845. SE, CORNER SEC. 3-23-5. FOUND CONCRETE MONUMENT WITH PUNCHED BRASS PLUG, DOWN 1.7; IN MONUMENT CASE. ELEVATION = 467.76 FEET. 2. CITY OF RENTON CONTROL POINT NO. 2097 NEE, CORNER SEC. 3-23-5. FOUND STONE MONUMENT WITH FAINT X, DOWN 1.7; IN MONUMENT CASE. . ELEVATION = 327.71 FEET. BASIS OF BEARINGS: N125'28"E BETWEEN MONUMENTS FOUND IN PLACE ALONG THE EAST LINE OF SE 1/4, SEC. 3-23-5 YLP 07.13.15 MAJ SURVEYED: iS DESIGNED: DRAWN: wyc CHECKED: MAFJ BY DATE AP P R APPROVED: SCALE: AS NOTED ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY NORTH GRAPHIC SCALE 0 25 50 100 1 INCH = 50 FT. VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/1991 MATM LEGEND: DRAWINGS NOT APPROVED FOR CONSTRUCTION UNLESS STAMPED OR SIGNED APPROVED BY THE REVIEWING AGENCY t CITY OE RENTON Planning/Building/Public Works Dept. S-383501 R- 3835 15 IN COMPLIANCE WITH CITY OF RENTON BYE FOUND SECTION MONUMENT AS NO TED ® FOUND MONUMENT AS NOTED -� ROAD SIGNAGE BY: MAIL BOX ® POWER METER + POWER POLE a JUNCTION BOX, SIZE VARIES # LIGHT POLE NO ARM GUY WIRE ® WATER METER WA TER VAL VE C FIRE H YDRAN T ® TYPE 1 CA TCH BASIN OO STORM DRAIN MANHOLE ® SANITARY MANHOLE C0 ROCKERY C.O.R. Cl TY OF RENTON VBF VERTICAL BOARD FENCE H B F HORIZONTAL BOARD FENCE D DECIDUOUS TREE EVERGREEN TREE SANITARY SEWER LINE STORM LINE -OP- OVERHEAD POWER P UNDERGROUND POWER w UNDERGROUND WA TER G UNDERGROUND GAS T UNDERGROUND TELEPHONE C UNDERGROUND CABLE ` -X\ EDGE OF PAVEMENT -X-X- FENCE DRAWINGS NOT APPROVED FOR CONSTRUCTION UNLESS STAMPED OR SIGNED APPROVED BY THE REVIEWING AGENCY t CITY OE RENTON Planning/Building/Public Works Dept. S-383501 R- 3835 15 IN COMPLIANCE WITH CITY OF RENTON BYE STANDARDS Date: BY: Date: BY: Date: BY: Date: MAERTINS RANCH SANITARY SEWER PLAN DATE: 01.20.2015 PAGE: DRAWINGC15 PERMITS: U15-001308, 815-000196 =HFF` 15 OF: 20 DRS PROJECT N0. 14103 IAI-INININ NIAIA u - D � rn ■� ^ Irl, z �= c 0 N - m m m cn O D cn A 0 m D C W Q z F -- v w D 0 ry n ;rn Z ;o C m °°CD 1 P � 'z m z mz W m W O D W Q z F -- v w D 0 ry n LO O w Q Z W J LL.. o� m °°CD 1 0 z >� 1 z mz W W LO O w Q Z W J LL.. z W Q Z U W O ry n 0� CD o C Q- Q rn N LO O LO z 'n Q m =' m n T Cf) m m m W Q Z U W O ry n 0� CD o C Q- Q rn N LO O LO 'n Q m =' m n T Cf) W Q z W J LL - r t;>"c 45 "1*, v ---:) z U W Q 0 ry n ( n V / Z ry W 3 w M a z w I LL. If Call 2 Working Days Before You Dig 811 Utilities Underground Location Center 0D,MT,ND,0R,WA) iR 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% j PRECAST BASE SECTION OR CAST IN SHELF. 8, NOT TO SCALE 'A' B' C' D' E' 48" MH 48" 6" MIN. 5"MIN 24" MIN. 21" I.D. 54" MH 54" 8" MIN. 5.5" MIN. 24" MIN. 24" I.D. 60" MH 60" 8" MIN. 6" MIN. 42" MIN. 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 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. 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. Y STD. PLAN -400.1 PUBLIC WORKS STANDARD SANITARY MANHOLE DEPARTMENT SEPTEMBER 2011 g A. J� O F WAS�II�G,,� f. ev a°% PNW HOLDINGS LLC NAL R(D RIED 6" BUILDING SEWER PIPE TEE WITH 6" SIDE OUTLET 6" SIDE SEWER AND BUILDING SEWER 1: 3: 5 MIX CONCRETE BLOCKING SE 1/4 SECTION J. TOWNSHIP 23 N., RANGE 5 E, W.M. MA ER TINS RANCH PROPERTY LINE z S-0" FUTURE BUILDING SEWER w Z`2"x 4" STUD MARKING POST PAINTED -' 6°X6"X6" WYE WHITE WITH THE WORD "SEWER' STENCILED } SURFACE CLEANOUT WITH CAST IRON RING & COVER IN 3" HIGH BLACK LETTERS AND #6 WIRE Li WRAPPED AROUND THE STUD AND a. (EAST JORDAN IRON WORKS EXTENDED TO THE TOP OF THE STUD. 2975 OR APPROVED EQUAL, SPECIFY "SEWER" ON LID, SEE STD. PLAN 403.1 FOR INSTALLATION) ACCEPTABLE PROCEDURES FOR SIDE SEWER CONNECTIONS TO MAIN LINES ARE AS FOLLOWS: A. VITRIFIED CLAY MAIN - CUT IN A NEW SECTION OF SEWER MAIN WITH A NEW TEE USING FLEXIBLE COUPLINGS (FERNCO OR APPROVED EQUAL). B. CONCRETE MAIN - CUT IN A NEW SECTION OF SEWER MAIN WiTH A NEW TEE USING FLEXIBLE COUPLINGS (FERNCO OR APPROVED EQUAL). C. PVC MAIN - CORE -DRILLED WITH A ROMAC SADDLE (OR APPROVED EQUAL) OR CUT IN A NEW TEE USING RIGID COUPLINGS. 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. 60" ALLOWABLE MAX. FOR CAST IRON PIPE OR DUCTILE IRON PIPE. U( ` 6" SIDE OUTLET TEE SEWER 6" MIN. MAIN CONCRETE BLOCKING ANGLE OF TEE AT MAIN OVER 25 ELEVATION PSG 0 � G GGN 2% MIN SLOPE / HORIZONTAL SEWER MAIN TYPICAL SIDE SEWER ELEVATION 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. tis�o I � STANDARD SIDE SEWER STD. PLAN -408.1 �1; PUBLIC WORKS INSTALLATION - J$ DEPARTMENT �N o (SEWER MAIN TO PROPERTY LINE) JANUARY 2013 1 D.R. STRONG CONSUL TING ENGINEERS ENGINEERS PLANNERS SURVEYORS 620 - 7TH AVENUE, KIRKLAND, WA 98033 rN O 425.827.3063 F 425.827.2423 REVISION PATCHED ARFA \ A A COVER /J SEAL Wrr!?H AR 4000 OR APPROVED FI-AN i AN EQUAL AND DRY SAND AFTER PATCH+NG NTS - 2'-0" -.--OUTSIDE D A. 2'_0• CEPTH OF CLASS "B" ASPHALT TO BE 2" BELOW BOTTOM OF THE UPPER ADJUSTMENT RING OR A MINiMUM OF B" WHICHEVER IS GREATER. i`i,i�i iJi • i- iiia. - MORTAR JOINT(S) (3/8- M N.) SEE I AC -LIS -VENT .9 NG (1" M.N.) OR NOTE 3 AND SPECIAL PRO\ISON BRICKS. SEE NOTE 4, 7-05.3(1) J` ` QH A -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 8" 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 IS PROHIBITED. BOTTOM OF THE UPPER ADJUSTMENT RING WHICHEVER IS GREATER OR AS APPROVED BY THE ENGINEER. Y SM. PLAN - 400.4 TYPICAL UTILITY'' COVER APPROVED PUBLIC WORKS DEPARTMENT ADJUSTMENT FOR N 11 �f° v -__j o PAVEMENT OR OVERLAY --------•----- ww. a DAZE 1 `P 07. 1 3.1 g MAJ SURVEYED: sis DESIGNED: DRAWN: CHECKED: BY DATE AP P R APPROVED: SCALE: AS NOTED ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/1991 At�s BOLTHOLES - 3 PLIES EQUALLY SPACED 120' APART ON 23 1/16' (586nn) DIA B.C. (SEE DETAIL) RENTON SEWER ti p IRA COVER & FRAME PLAN VIEW 25' DIA. [635nn] 1' _ 3/4' 125nn] C19nn] f- 8 3/4' L 2 1/2' F- [222nn] C64nn] TYP COVER SECTION VIEW 26 1/2' DIA C673nn] 25 1/4' DIA C641nn] 1 1/16' 1/4' (6nn) DIA C27nr,] NEOPRENE GASKET 6' C152nn] Z 5/8' 23 3/8' DIA CL OPEN C16nn] C594nn] 27 5/16' DIA C694nn] 34 1/8' DIA COVER BOTTOM VIEW <3) BLT SOC. (ALLEN HEAD) 5/8'-11 X 1.5 SS RUBBER WASHER EON BOLTING DETAIL 1/4' C6nr+] r C27nn] 1 [3Mn] 1/8' CR3mrW] GASKET GROOVE DETAIL C867nni 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. PIAN - 401 PUBLIC WORKS MANHOLE FRAME AND COVER 1� DEPARTMENT jO DECEMBER 2008 DRAWINGS NOT APPROVED FOR CONSTRUCTION UNLESS STAMPED OR SIGNED APPROVED BY THE REVIEWING AGENCY �" CITY OE RENTON Planning/Building/Public Works Dept. toi S-383504 R- 3835 18 IN COMPLIANCE WITH CITY OF RENTON STANDARDS. 3 BY. Date:"�. . BY: Date: BY: Date: BY: Date: MAERTINS RANCH I 0+20.2015 SANITARY SEWER DETAILS[PARGE:, AW C18 PERMITS: U15-001308, B15-000196 SHEET: 1e OF: 20 DRS PROJECT N0. 14103 IAI-INININ NIA A D m NOTES: ALL 90' TURNS SHALL BE ACCOMPLISHED BY MEANS OF A WYE AND 45' BEND. TWO 1 Z 45' BENDS SHALL NOT BE ACCEPTABLE. � n � 4" BEND AS REQUIRED (NO MORE IF THE BUILDING SEWER SERVES ANY FIXTURE HAVING permit must be purchased from the City of Renton Public Works x < THAN 45' BEND). EVERY 2ND 4" CLEANOUT WYE WiTH Department. CHANGE IN DIRECTION OR GRADE 45' BEND AND PLUG. PUBLIC SEWER SYSTEM, A BACKFLOW PREVENTION WILL REQUIRE A SURFACE CLEANOUT WYE. i w I w w m INSTALLED. neoprene gaskets as specified by the manufacturer, shall be Z used on joints. z J• 4" FLEXIBLE COUPUNG (FERNCO OR EQUAL) z• J, 3. A minimum grade of 2% (1/4" per foot) must be maintained SURFACE CLEANOUT HOUSE of HOUSE OI HOUSE 01 HOUSE 4. For inspection of side sewer, call 24 hours in advance. The BUILDING DRAIN FOR inspection phone number is on the side sewer permit. Site LOW ELEVATION HOUSE must be ready for Inspection and representative on site when inspector arrives at appointed time. Side sewer and stub shall a. V-0" house_ Do not backfill the ditch until approval is given by the MAIN TO PROPERTY LINE 5'-0" PROPERTY LINE FROM THE HOUSE BUILDING DRAIN inspector. Final approval will be granted after the existing septic SIDE SEWER BUILDING SEWER 2'-6" tank has been pumped out and filled with sand. L 1 3'-0"MIN. TO -0 31-0" MIN. at the house if outlet is shallow. I\\ \\l 1 m m rn ( _ 0 A °� c ' ' M m - m - z m : x = a x =X A m ` SURFACE CLEANOUT II: �4" SURFACE t 4" SEWER PIPE (TYPICAL) bonded contractor. 5"z 5"x6" WYE a / CLEANOUT ° ri > ; a rn nF11 m g -X4. Z 0 > D � mcg 4" SEWER PIPE, SEE NOTES 2 (SEE STD PLAN - 407) WYE ,- 4" TEST TEE WITH AND 3. MINIMUM LINE SIZE FOR requirements as In the Renton Standard Drawings. ..� x� m -Z 0 o rn Zo of 0 rn (J 4" CLEANOUT PLUG FACE UP (TYPICAL) OTHER THAN SINGLE FAMILY IS 6" M z -a � m PROPERTY LINE M 0 m WYE WITH PLUG \ I _PROPERTY UNE m Z ' v v 0 3' MIN. 0 ` 6"x 4" REDUCER 48HR LOCATORS 1-800-424-5555 F F (TYPICAL) z (C`� ° 'N + PUBLIC WORKS MAIN SEWER LINE SPD. PLAN - 408.2 ,s.5 M 1 `P 07. 1 3.1 g MAJ SURVEYED: sis DESIGNED: DRAWN: CHECKED: BY DATE AP P R APPROVED: SCALE: AS NOTED ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/1991 At�s BOLTHOLES - 3 PLIES EQUALLY SPACED 120' APART ON 23 1/16' (586nn) DIA B.C. (SEE DETAIL) RENTON SEWER ti p IRA COVER & FRAME PLAN VIEW 25' DIA. [635nn] 1' _ 3/4' 125nn] C19nn] f- 8 3/4' L 2 1/2' F- [222nn] C64nn] TYP COVER SECTION VIEW 26 1/2' DIA C673nn] 25 1/4' DIA C641nn] 1 1/16' 1/4' (6nn) DIA C27nr,] NEOPRENE GASKET 6' C152nn] Z 5/8' 23 3/8' DIA CL OPEN C16nn] C594nn] 27 5/16' DIA C694nn] 34 1/8' DIA COVER BOTTOM VIEW <3) BLT SOC. (ALLEN HEAD) 5/8'-11 X 1.5 SS RUBBER WASHER EON BOLTING DETAIL 1/4' C6nr+] r C27nn] 1 [3Mn] 1/8' CR3mrW] GASKET GROOVE DETAIL C867nni 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. PIAN - 401 PUBLIC WORKS MANHOLE FRAME AND COVER 1� DEPARTMENT jO DECEMBER 2008 DRAWINGS NOT APPROVED FOR CONSTRUCTION UNLESS STAMPED OR SIGNED APPROVED BY THE REVIEWING AGENCY �" CITY OE RENTON Planning/Building/Public Works Dept. toi S-383504 R- 3835 18 IN COMPLIANCE WITH CITY OF RENTON STANDARDS. 3 BY. Date:"�. . BY: Date: BY: Date: BY: Date: MAERTINS RANCH I 0+20.2015 SANITARY SEWER DETAILS[PARGE:, AW C18 PERMITS: U15-001308, B15-000196 SHEET: 1e OF: 20 DRS PROJECT N0. 14103 IAI-INININ NIA A D m NOTES: 1 Z 1. Prior to installation of a sanitary sewer connection, a side -sewer � n � z IF THE BUILDING SEWER SERVES ANY FIXTURE HAVING permit must be purchased from the City of Renton Public Works x < zFLOOD o LEVEL RIMS LOCATED BELOW THE ELEVATION OF THE NEXT UPSTREAM MANHOLE COVER OF THE Department. 0 v z PUBLIC SEWER SYSTEM, A BACKFLOW PREVENTION 2, Types of pipe and fittings that can be used for sanitary sewers PP 9 y DEVICE SUCH AS CLEAN CHECK EXTENDABLE BACKWATER VALVE OR APPROVED EQUAL SHALL BE sholl be approved by the Department of Public Works. Rubber or m INSTALLED. neoprene gaskets as specified by the manufacturer, shall be used on joints. 4" FLEXIBLE COUPUNG (FERNCO OR EQUAL) z 3. A minimum grade of 2% (1/4" per foot) must be maintained SURFACE CLEANOUT with 4" pipe. In the event a 2% grade cannot be maintained, the m 4"x 4"x4' WYE owner must sign a City of Renton grade release form and then 4" PIPING can install 6" pipe at a grade of 1% PLAN 4. For inspection of side sewer, call 24 hours in advance. The BUILDING DRAIN FOR inspection phone number is on the side sewer permit. Site LOW ELEVATION HOUSE must be ready for Inspection and representative on site when inspector arrives at appointed time. Side sewer and stub shall be tested per City specifications. Make the connection at the V-0" house_ Do not backfill the ditch until approval is given by the MAIN TO PROPERTY LINE 5'-0" PROPERTY LINE FROM THE HOUSE BUILDING DRAIN inspector. Final approval will be granted after the existing septic SIDE SEWER BUILDING SEWER 2'-6" tank has been pumped out and filled with sand. L 1 3'-0"MIN. TO -0 5. Install side sewer with 2' minimum cover. 18" cover Is allowed at the house if outlet is shallow. I\\ \\l 1 m m rn ( _ 0 A °� c ' ' M m - m - z m : x = a x =X A m ` 6. If side sewer stub is not available. The owner shall be responsible for Its installation per standard drawing 406.1. All work within street right-of-way shall be done by a licensed and o m 0 9 D n y Z p g' v m �i n 0 m p z Nc� mFvr�t o Cx' I am Ox bonded contractor. 0 a rmn m m p r.. C m m T. Z z 0 m v -n F 7. All work shall be accomplished In accordance with the Washington ° ri > ; a rn nF11 m g -X4. Z 0 > D � mcg Industrial Safety and Health Act. (WISHA) zmr �> mvX n m D > 0 so I to p > y > v m >z c� _ M 8. All trench restoration for side sewers in the public right-of-way shall conform to the most current trench restoration o - 52 MZ Irn v m c� > m 0 requirements as In the Renton Standard Drawings. ..� x� m -Z 0 o rn Zo of 0 rn 9. All building sewer and side sewers shall have bedding In �^ c I > = > a m o accordance with standard drawing 405. M z -a � m 10. There shall be a minimum 10 foot horizontal separation between M 0 m sanitary side sewers and water services and a minimum 5 foot Dhorizontal separation between sanitary side sewers and all other m Z ' v v utilities. CALL FOR LOCATIONS BEFORE YOU DIG 48HR LOCATORS 1-800-424-5555 Y (C`� ° 'N + PUBLIC WORKS TYPICAL BUILDING SEWER FROM PROPERTY LINE TO SPD. PLAN - 408.2 :81 DEPARTMENT P 81u 0 BUILDING CONNECTION SEPTEMBER 2012 1 `P 07. 1 3.1 g MAJ SURVEYED: sis DESIGNED: DRAWN: CHECKED: BY DATE AP P R APPROVED: SCALE: AS NOTED ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/1991 At�s BOLTHOLES - 3 PLIES EQUALLY SPACED 120' APART ON 23 1/16' (586nn) DIA B.C. (SEE DETAIL) RENTON SEWER ti p IRA COVER & FRAME PLAN VIEW 25' DIA. [635nn] 1' _ 3/4' 125nn] C19nn] f- 8 3/4' L 2 1/2' F- [222nn] C64nn] TYP COVER SECTION VIEW 26 1/2' DIA C673nn] 25 1/4' DIA C641nn] 1 1/16' 1/4' (6nn) DIA C27nr,] NEOPRENE GASKET 6' C152nn] Z 5/8' 23 3/8' DIA CL OPEN C16nn] C594nn] 27 5/16' DIA C694nn] 34 1/8' DIA COVER BOTTOM VIEW <3) BLT SOC. (ALLEN HEAD) 5/8'-11 X 1.5 SS RUBBER WASHER EON BOLTING DETAIL 1/4' C6nr+] r C27nn] 1 [3Mn] 1/8' CR3mrW] GASKET GROOVE DETAIL C867nni 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. PIAN - 401 PUBLIC WORKS MANHOLE FRAME AND COVER 1� DEPARTMENT jO DECEMBER 2008 DRAWINGS NOT APPROVED FOR CONSTRUCTION UNLESS STAMPED OR SIGNED APPROVED BY THE REVIEWING AGENCY �" CITY OE RENTON Planning/Building/Public Works Dept. toi S-383504 R- 3835 18 IN COMPLIANCE WITH CITY OF RENTON STANDARDS. 3 BY. Date:"�. . BY: Date: BY: Date: BY: Date: MAERTINS RANCH I 0+20.2015 SANITARY SEWER DETAILS[PARGE:, AW C18 PERMITS: U15-001308, B15-000196 SHEET: 1e OF: 20 DRS PROJECT N0. 14103 IAI-INININ NIA A D m L� 1 Z I7 � � n � CS 31 46 CD u M CD Z m M M a M 00 C!] D C DI 1 0o (T) 0' � n � O 4. 46 CD CD Z W M 00 C!] W C DI 1 C!1 0' TI CD 0 46 00 >0 CD Z M 00 C!] C DI 1 0' TI M M Q�Q M� M 00 C!] 1 X X X ------------------ EMERGENCY ACCESS — EASEMENT REC. NO. I 20051201000097 I � . n c� ' 1 I I \ � I to 1 N 1 V� • \ (n 30' INGRESS, EGRESS, 2UTILITY EASEMENT �A REC. NO. 7609140487 0 �w \ 2 z z 00000 71 � G a g Call 2 Working Days Before You Dig 811 Utilities Underground Location Center (ID,MT,ND,OR,WA) A. F WASkI� �f G�0 SE 1/4 SECTION 3, 70WNSHIP 23 N., RANGE 5 E * W.M. MA ER TINS RANCH 15' EASEMENT REC. NO. 20140306000025 Tp 7w in HOLDINGS LLC `NPA T 0� DEED N0. 7207120398 I 5' WATER MAIN . ASEMENT REC. NO. 6261949 D.R. STRONG CONSUL TING ENGINEERS ENGINEERS PLANNERS SURVEYORS 620 - 7TH AVENUE, KIRKLAND, WA 98033 0 425.827.3063 F 425.827.2423 1 N0. DEED N0. 6468344 VER T1 CAL DA TUM: NA VD 88 PER CITY OF RENTON VERTICAL CONTROL NO TES: 1. CITY TO APPROVE SHOP DRAWINGS FOR ALL SIGNAGE PRIOR TO FABRICATION. 2. ALL STREET SIGNS TO BE FABRICATED PER CITY OF RENTON STANDARD PLANS. J. NO PARKING IS TO BE PERMITTED WI THIN THE TEMPORARY CUL—DE—SAC. TEMPORARY NO PARKING SIGNS SHALL BE INSTALLED ALONG THE PERIMETER. MUTCD SIGN R7-1 (COR STANDARD) NPA T = NO PARKING ANYTIME *ORIENT NO PARKING SIGN AT 45 DEGREES FROM STREET T-383501 R-383519 DRAWINGS NOT APPROVED FOR CONSTRUCTION UNLESS STAMPED OR SIGNED APPROVED BY THE REVIEWING AGENCY NORTH GRAPHIC SCALE 0 25 50 100 1111111 1 1 INCH = 50 FT. IN COMPLIANCE WITH CITY OF RENTON STANDARDS BY. Date. BY: Date: BY: Date: BY: Date: Ir1YI.l1R YLP o,., 3.15 SURVEYED: SS SCALE: 1988 DATE: AS NOTED HORIZONAMAERTINS RANCH LL NAD D1983/1991 C I TY C 01.20.2015 DESIGNED: FIELDBOOK: DRAWN: RENTON PAGE: N IC ONE INCH CHANNELIZATION AND SIGNAGE PLAN DRAWING NO: CHECKED: MAJ IF NOT ONE FULL SC LE Planning/Building/Public Works Dept. C19 REVISION BY DATE AP P R APPROVED: SCALE ACCORDINGLY PERMITS: U15-001308, BSHEET: OF: I 119 20 C DDRS PROJECT NO. 14103 A — N N N N A A ] • wow �rn z rn ACCESS EASEMENT REC. 0o ._ — — — — 10' SLOPE do TEMPORARY _ .. .::. • , ...: N0. 20060914001333 NE I ' ' ' ' ' ' ' ' ' ' ' % 61 Tl y S T I CONSTRUCTION EASEMENT REC. No. 20060808001642 _ I r ._ _ — _ _ _ T — — . :......::::.... `: --.___--------- Z ..... � I-------.--- .-..... ..___ - ...... — . . . . •. STREET SIGN PER CITY OF START FOG LINE =:':. • ....... REN TON STD. PLAN G013 • 23+77.79, 5.56' LT ....... WITH STOP SIGN PER . . MUTCD R1-1 FOG LINE 13 :.. L ... R=41.50' START FOG LINE MAINTENANCE ONL Y 10+37.01, 10.00' LT DRI VEWA Y (GA TED) NPA T .. e NPA T ~� 12 2 ....... "NO TRACT ' ' PARK/NG A T ANY ^: TIME" S/GN (NPAT) �A C� A 1... SEE DETAIL THIS SHEET NPA T 3 ...... '. NPA T •' { NPA T 104 .. LO .:... .:.: NST N y• �J • NPAT N t I.. w V) e I I .... .... NPA T d I.:..l..:.. �.,: NPAT NPA T 7 NPA T C e. ....... .............. a. .... , ' ... ....... ........ NPA T I .... ! ..:...: . : :.:.. NPA T ' ........ ..:.. ....:.:.:.: .:..:.:..:...:. .: I ............. I. :: ...... . ...... NPA T 15' EASEMENT REC. NO. 20140306000025 Tp 7w in HOLDINGS LLC `NPA T 0� DEED N0. 7207120398 I 5' WATER MAIN . ASEMENT REC. NO. 6261949 D.R. STRONG CONSUL TING ENGINEERS ENGINEERS PLANNERS SURVEYORS 620 - 7TH AVENUE, KIRKLAND, WA 98033 0 425.827.3063 F 425.827.2423 1 N0. DEED N0. 6468344 VER T1 CAL DA TUM: NA VD 88 PER CITY OF RENTON VERTICAL CONTROL NO TES: 1. CITY TO APPROVE SHOP DRAWINGS FOR ALL SIGNAGE PRIOR TO FABRICATION. 2. ALL STREET SIGNS TO BE FABRICATED PER CITY OF RENTON STANDARD PLANS. J. NO PARKING IS TO BE PERMITTED WI THIN THE TEMPORARY CUL—DE—SAC. TEMPORARY NO PARKING SIGNS SHALL BE INSTALLED ALONG THE PERIMETER. MUTCD SIGN R7-1 (COR STANDARD) NPA T = NO PARKING ANYTIME *ORIENT NO PARKING SIGN AT 45 DEGREES FROM STREET T-383501 R-383519 DRAWINGS NOT APPROVED FOR CONSTRUCTION UNLESS STAMPED OR SIGNED APPROVED BY THE REVIEWING AGENCY NORTH GRAPHIC SCALE 0 25 50 100 1111111 1 1 INCH = 50 FT. IN COMPLIANCE WITH CITY OF RENTON STANDARDS BY. Date. BY: Date: BY: Date: BY: Date: Ir1YI.l1R YLP o,., 3.15 SURVEYED: SS SCALE: 1988 DATE: AS NOTED HORIZONAMAERTINS RANCH LL NAD D1983/1991 C I TY C 01.20.2015 DESIGNED: FIELDBOOK: DRAWN: RENTON PAGE: N IC ONE INCH CHANNELIZATION AND SIGNAGE PLAN DRAWING NO: CHECKED: MAJ IF NOT ONE FULL SC LE Planning/Building/Public Works Dept. C19 REVISION BY DATE AP P R APPROVED: SCALE ACCORDINGLY PERMITS: U15-001308, BSHEET: OF: I 119 20 C DDRS PROJECT NO. 14103 A — N N N N A A ] • wow �rn z rn 0o �13Cnc Z z U W D ry n Z U Z Q () Z ry W Q G rN Call 2 Working Days Before You Dig 811 Utilities Underground Location Center (ID,MT,ND,OR,WA) Z�,A oZ� 232 NAL i SE 1/4 SEC TION 3, TOWNSHIP 23 N. RANGE 5 E .9 W.M. MA ER TINS RANCH D.R. STRONG CONSUL TING ENGINEERS ENGINEERS PLANNERS SURVEYORS 620 - 7TH AVENUE, KIRKLAND, WA 98033 r J 0. 0 425.827.3063 F 425.827.2423 REVISION UTILITY CROSSING TABLE C# STA TION UTILITY IE'S F. G. CLEARANCE 8" WA 8" SS 12" SD 1 22+16.88, 4.6 1 ' L 461.67 456.48 � 465.34 4.52 2 10+39.31, 5.15' R 462.00 463.67 466.91 *1.00 3 10+39.31, 5.84' L 457.24 463.45 466.89 5.54 6 11+6Z 14, 6.70' R 466.99 468.66 472.37 *1.00 7 11+6714, 4.17' L 461.08 467.82 472.42 6.07 8 14+29.32, 6.75' R 468.40 470.07 473.42 *1.00 9 14+29.32, 4.11' L 465.32 469.93 473.48 3.94 12 23+69.63, 5.24' L 450.33 443.22 454.00 6.11 13 23+81.16, 16.77' L 433.33 445.88 453.13 11.88 14 21+89.68, 4.53' L 464.13 459.96 467.80 3.50 NO TES.- REVISION ES: 1. ASSUMED EXISTING WATER DEPTH IS 3 FT. 2. *ALL CROSSINGS WITH LESS THAN 18" CLEARANCE REQUIRE CASING AROUND WATER PIPE. 1. CROSSINGS 4, 5, 10 AND 11 WERE ELIMINATED. '- - W-383501 i -�- 5-383505 R- 383520 YLP 07. t 3. 1 5 SURVEYED: sis DESIGNED: IW�W DRAWN: w CHECKED: MAJ BY DATE APPR APPROVED: SCALE: AS NOTED ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/1991 ( MOW) DRAWINGS NOT APPROVED FOR CONSTRUCTION UNLESS STAMPED OR SIGNED APPROVED BY THE REVIEWING AGENCY CITY OE RENTON Planning/Building/Public Works Dept. w_ �g'3s0 1 NORTH GRAPHIC SCALE 0 25 50 100 1 INCH = 50 FT. IN COMPLIANCE WITH CITY OF RENTON STA DA DS BYE` Date. � BY: Date: r BY: Date: BY: Date: MAERTINS RANCH COMPOSITE UTILITY PLAN PERMITS: U15-001308, 815-000196 DRS PROJECT N0. 14103 IAI-INININ 01.20.2015 inn a Z. C m I m a Q01 � b N N m � W W ,00 W � t!1 W Q01 opo �i7 ' m o o � CD Z ' acc z cc ---ii z Q01 m o � acc z cc ---ii z (5 Z m 0 a LL - w X X Lu Q Z W J LA 0) 140 r� N O w = J z N Z 0 � aa Q LED LAMP WATTAGE 0 Boa MOUNTING HGT, (FT.) aZ .... 10 *Elk N 8 z E3 8 U � aa Q 5 LED LAMP WATTAGE MAST ARM (FEET) MOUNTING HGT, (FT.) STANDARD PLAN # .... 10 *Elk 1 If 16.0' RT n NA 14' 116.1 2 A NE 16TH ST 21+39 15.0' RT 44 LED NA Q IA 1 L J L0 i . .:..:: E 14' 116.1 Ld €I ...... .......... NE 16TH ST 23+38 15.0' RT r NA 14' 116.1 C-4 v- C14 C14 s I k ib 15.0' RT : 3, :; � � s �`• is Fs 6 I► V, r- 4J m W J O °_ Z V Q Q m Z J Z L �- o ED w C/) C/)w Q CO Q � z W I- Q W 3: a- U)� ww w w e` EXISTING ELECTRIC SERVICE 2 CONSTRUCTION NOTES �: EXISTING LUMINAIRE .....: < E INSTALL N IGHB❑RH❑❑D STREET PEDESTRIAN LUMINAIRE FIXTURE AND POLE PER STANDARD .. ........... M __.,,...,, h: . 116.1 CONCRETE FOUNDATION, AND ASSOCIATED JUNCTION f ... Y w;;::. J J : N SHEET , .... : > ..:. .;, 2 AND LUMINAIRE POLE SCHEDULE, : .:...r. _:. , CONNECT NEW i 1 �. , .. IELECTRICAL _ _--___- ET, MODIFY NECESSARY. COORDINATE WITH C.❑.R. ERIC CUTSHALLJ TRANSPORTATION CABIN ❑D FY AS ----- MAINTENANCE ASSISTANT MANAGER 625-530-7627 FOR SERVICE CONNECTION. 41 1 41 :1 scale feet m UNDERGROUND UTILITY NOTE: YOU MUST CALL 1-800-424-5555 NOT LESS THAN 72 HOURS BEFORE BEGINNING EXCA VA TION WHERE ANY UNDERGROUND UTILI TIES MAY BE LOCATED. FAILURE TO DO SO COULD MEAN BEARING SUBSTANTIAL REPAIR COSTS (UP TO THREE TIMES THE COST OF REPAIRS TO THE SERVICE). CAUTION: LOCATION OF EXISTING UTILITIES SHOWN IS APPROXIMATE AND MAY NOT BE ACCURATE OR ALL INCLUSIVE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO POTHOLE AS REQUIRED AND FIELD VERIFY LOCATION OF UTILITIES PRIOR TO PROCEEDING WITH CONSTRUCTION. LUMINAIRE SCHEDULE LUM, NO. t CIRCUIT N❑, LOCATION 4 5 LED LAMP WATTAGE MAST ARM (FEET) MOUNTING HGT, (FT.) STANDARD PLAN # .... 10 *Elk 1 If 16.0' RT 44 LED NA 14' 116.1 2 A NE 16TH ST 21+39 15.0' RT 44 LED NA 14' IA 1 A NE 16TH ST 22+44 i . .:..:: E 14' 116.1 FI €I ...... .......... NE 16TH ST 23+38 15.0' RT r NA 14' 116.1 5 s I k ib 15.0' RT : 3, :; � � s �`• is Fs 6 I► V, A ROAD A 10+65 16.5' LT 44 LED / x 116.1 7 f #.. A i 16.5' RT {. ....__ .......... .. ................ 14' 116.1 8 , A ROAD A 11+86 16,5' LT 44 LED NA 14' D 9 8 : ROAD A 12+86 f 44 LED NA 14 116.1 10 A ROAD A 13+34 �j 16.5' LT 44 LED ... 14' 116.1 :i C,1 1 ROAD A 13+92 i 16,5' RT 1 I 3 .:: I �:..... .::...... .. , ..... ... ... x UNDERGROUND UTILITY NOTE: YOU MUST CALL 1-800-424-5555 NOT LESS THAN 72 HOURS BEFORE BEGINNING EXCA VA TION WHERE ANY UNDERGROUND UTILI TIES MAY BE LOCATED. FAILURE TO DO SO COULD MEAN BEARING SUBSTANTIAL REPAIR COSTS (UP TO THREE TIMES THE COST OF REPAIRS TO THE SERVICE). CAUTION: LOCATION OF EXISTING UTILITIES SHOWN IS APPROXIMATE AND MAY NOT BE ACCURATE OR ALL INCLUSIVE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO POTHOLE AS REQUIRED AND FIELD VERIFY LOCATION OF UTILITIES PRIOR TO PROCEEDING WITH CONSTRUCTION. LUMINAIRE SCHEDULE LUM, NO. POLE * ID. N❑. CIRCUIT N❑, LOCATION GPS C❑ORD. 1 LED LAMP WATTAGE MAST ARM (FEET) MOUNTING HGT, (FT.) STANDARD PLAN # 1 *Elk 1 NE 16TH ST 20+67 16.0' RT 44 LED NA 14' 116.1 2 A NE 16TH ST 21+39 15.0' RT 44 LED NA 14' 116.1 3 A NE 16TH ST 22+44 i 44 LED NA 14' 116.1 4 €I 1 NE 16TH ST 23+38 15.0' RT r NA 14' 116.1 5 A ROAD A 10+44 15.0' RT 44 LED NA 14' 116.1 6 A ROAD A 10+65 16.5' LT 44 LED / x 116.1 7 f #.. A ROAD A 11+45 16.5' RT 44 LED NA 14' 116.1 8 A ROAD A 11+86 16,5' LT 44 LED NA 14' 116.1 9 8 A ROAD A 12+86 16.5' RT 44 LED NA 14 116.1 10 A ROAD A 13+34 16.5' LT 44 LED ... 14' 116.1 :i �. ROAD A 13+92 i 16,5' RT 44 LED NA 14' 116.1 12 g A ROAD A 14+40 16.5' LT 5 NA 14' 116.1 13 t , A ROAD A 14+96 20.0' RT 44 LED i: 14' 116,1 14 A ROAD B 15+35 49.0' LT 44 LED NA 14' 116.1 15 A ROAD B 16+21 16.5' RT ..... I 1 ....... 14' 116.1 s r F 1 i f : ..,... .. :.:.. IX �f Iliwo UNDERGROUND UTILITY NOTE: YOU MUST CALL 1-800-424-5555 NOT LESS THAN 72 HOURS BEFORE BEGINNING EXCA VA TION WHERE ANY UNDERGROUND UTILI TIES MAY BE LOCATED. FAILURE TO DO SO COULD MEAN BEARING SUBSTANTIAL REPAIR COSTS (UP TO THREE TIMES THE COST OF REPAIRS TO THE SERVICE). CAUTION: LOCATION OF EXISTING UTILITIES SHOWN IS APPROXIMATE AND MAY NOT BE ACCURATE OR ALL INCLUSIVE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO POTHOLE AS REQUIRED AND FIELD VERIFY LOCATION OF UTILITIES PRIOR TO PROCEEDING WITH CONSTRUCTION. LUMINAIRE SCHEDULE LUM, NO. POLE * ID. N❑. CIRCUIT N❑, LOCATION GPS C❑ORD. OFFSET (FEET) LED LAMP WATTAGE MAST ARM (FEET) MOUNTING HGT, (FT.) STANDARD PLAN # 1 *Elk A NE 16TH ST 20+67 16.0' RT 44 LED NA 14' 116.1 2 A NE 16TH ST 21+39 15.0' RT 44 LED NA 14' 116.1 3 A NE 16TH ST 22+44 15.0' RT 44 LED NA 14' 116.1 4 A NE 16TH ST 23+38 15.0' RT 44 LED NA 14' 116.1 5 A ROAD A 10+44 15.0' RT 44 LED NA 14' 116.1 6 A ROAD A 10+65 16.5' LT 44 LED NA 14' 116.1 7 A ROAD A 11+45 16.5' RT 44 LED NA 14' 116.1 8 A ROAD A 11+86 16,5' LT 44 LED NA 14' 116.1 9 A ROAD A 12+86 16.5' RT 44 LED NA 14 116.1 10 A ROAD A 13+34 16.5' LT 44 LED NA 14' 116.1 11 A ROAD A 13+92 16,5' RT 44 LED NA 14' 116.1 12 A ROAD A 14+40 16.5' LT 44 LED NA 14' 116.1 13 A ROAD A 14+96 20.0' RT 44 LED NA 14' 116,1 14 A ROAD B 15+35 49.0' LT 44 LED NA 14' 116.1 15 A ROAD B 16+21 16.5' RT 44 LED NA 14' 116.1 * NOTE: POLE ID NOS. ARE TO BE PROVIDED BY THE CITY AT TIME OF CONSTRUCTION WIRING SCHEDULE CONDUITCONDUIT RUN 2 CONDUCTORS SIZE NOTE 1 2.0" PVC (SCHEDULE -46) 1-#6 GR EN 00 Cn ' U,q 0 � o >� LEGEND_ LED PEDESTRIAN LUMINAIRE AND DECORATIVE POLE ------- PVC CONDUIT (SEE WIRING SCHEDULE) � TYPE 1 JUNCTION BOX WITH CONCRETE PAD WIRE NOTE O CONSTRUCTION NOTE 61 T-383502 R-383521 RECOMMENDED FOR APPROVAL BY BY BY CHECKED FOR COMPLIANCE TO CITY STANDARDS • DATE 7// f/J jf} DATE 'I_��v IS DATE Traff .� r NORTHWEST TRA F -F -1c EXPERTS 11410 NE 124th St., #590, Kirkland, WA 98034 Phone: 425.522.4118 Fax: 425.522.4311 Z 0 z C 71 rn m Cn0 D _ 0 o m 00 Cn ' U,q 0 � o >� CD *Elk Z Z t,44 W 0 �0 m 00 Cn ' U,q 0 � o >� CD Z M = w �. Z t,44 ul 0 �0 m mo �C m al U7 � �. Z 1111) N JC4 I Z N J _ U Z Oz 2 O V o boa ~ Z �+{ a6 V) I. P NTt UM L LAI E AND POLE RELATED PARTS SHALL BE FACTORY PRIMED AND POADFR COATED. fINtSH COLOR; RAL 9005TX "JET BLACK" EUA PRESTIGE SERIES (CY17T4) LED POST -TOP LUMINAIRE (WATTAGE PER PLANS, 4,000K CCT, 120-277V UNIVERSAL DRIVER• VIM 1fS3AR 2" CONDUIT UN RIBBED ACRYLIC LENS) BY CYCLONE STATED OTHMI n (OR APPROVED EQUAL), DRIVER PLANS C14 t� I I if SHALL BE INTEGRAL TO THE FIXTURE. ANCHOR BOLT FOR STREET LIGHT STANDARD DECAL NUMBE:olhc DETAIL, REFER TO CITY OF RENTON S16 PLAN t21 14'-0♦ FLUTED SHAPE, 5" DIAMETER, STRAIGHT ALUMINUM POLE (PDI5-14-81346-44900STX-TN43) BY CYCLONE (OR APPROVED EQUAL) (4) OVAL SLOTS ACCEPTING 1'66%4" GALVANIZED STEEL ANCHOR BOLTS BASE PLATE ULTAIL 8 -• p5 BARS, EVENLY SPACED CENTER CONDUIT IN FOUNDATION BOLT CIRCLE (DIA PER BASE PLATE DETAIL, THIS SHEET) 44 HOOPS Q 12" EQuKAR2 2cT1-0 2" CONDUIT UNLESS a z �� 8 w 0 aa NO SPLICES. 3/4• CHAMFER (TYP) V-6' MIN BELOW w, rz W FUSE KITS QUICK DISCONNECT TO LUMINAIRE 1 2'-0" MIN UNDER — LUMINAIRE WIRES WILL BE #12 W D' AWG IN A JACKETED CAB REFER TO WSDOT LOCKING LID STANDARD PAVEMENT CL DUTY JUNCTION BOX TYPES 1 & 2 STIANDARO PLAN J-40.10-133 TFIXTURE GROUND WG EXTEND THE CONDUIT 1/4" MINI MUM 6" MIN BEYOND LO DRAIN HOLE SPLICE KITS CLEAR EPDXY ON ALL THRU 2" MIN. GROUT FOUNDATION OR THE HARE RUNS UNDER POLE BASE bi\ CONTROLLED DENSITY OR CURB.: 4• CONCRETE PAD rfh BACKFILL N Q ` a 2' MIN. SIB BARE COPPER 8 T X15 BARS, U) GROUND EVENLY SPACED CLAMP I I m { 2 1/2" CLR 4` I, 1 -SIB EQUIPMEN WIREW/GREEN INSULATION 2" PVC CONDUIT I I FROM SERVICE CABINET SYSTEM - 3" MINT 2 - LIGHTING SYSTEM WIRES TO CONTACTOR x-1 F PROJECTION 1 (SIZED AS REO -D,) CONCRETE F - Z LliO U z Q z CL _O (/ ) LLJ cf) > Q LL1 M (Y- LLJ Z W 0 - Lel I. P NTt UM L LAI E AND POLE RELATED PARTS SHALL BE FACTORY PRIMED AND POADFR COATED. fINtSH COLOR; RAL 9005TX "JET BLACK" EUA PRESTIGE SERIES (CY17T4) LED POST -TOP LUMINAIRE (WATTAGE PER PLANS, 4,000K CCT, 120-277V UNIVERSAL DRIVER• VIM 1fS3AR 2" CONDUIT UN RIBBED ACRYLIC LENS) BY CYCLONE STATED OTHMI n (OR APPROVED EQUAL), DRIVER PLANS C14 t� I I if SHALL BE INTEGRAL TO THE FIXTURE. ANCHOR BOLT FOR STREET LIGHT STANDARD DECAL NUMBE:olhc DETAIL, REFER TO CITY OF RENTON S16 PLAN t21 14'-0♦ FLUTED SHAPE, 5" DIAMETER, STRAIGHT ALUMINUM POLE (PDI5-14-81346-44900STX-TN43) BY CYCLONE (OR APPROVED EQUAL) (4) OVAL SLOTS ACCEPTING 1'66%4" GALVANIZED STEEL ANCHOR BOLTS BASE PLATE ULTAIL 8 -• p5 BARS, EVENLY SPACED CENTER CONDUIT IN FOUNDATION BOLT CIRCLE (DIA PER BASE PLATE DETAIL, THIS SHEET) 44 HOOPS Q 12" EQuKAR2 2cT1-0 2" CONDUIT UNLESS GROUND POLE. TO STATED OTHERWISE ON FOUNDATION PLANS NO SPLICES. 3/4• CHAMFER (TYP) V-6' MIN BELOW w, GROUND, W FUSE KITS QUICK DISCONNECT TO LUMINAIRE 1 2'-0" MIN UNDER — LUMINAIRE WIRES WILL BE #12 W D' AWG IN A JACKETED CAB REFER TO WSDOT LOCKING LID STANDARD PAVEMENT #8 GREEN GREEN INSULATED WIRE DUTY JUNCTION BOX TYPES 1 & 2 STIANDARO PLAN J-40.10-133 TFIXTURE GROUND WG EXTEND THE CONDUIT 1/4" MINI MUM 6" MIN BEYOND DRAIN HOLE SPLICE KITS CLEAR EPDXY ON ALL THRU 2" MIN. GROUT FOUNDATION OR THE HARE RUNS UNDER POLE BASE BE LEVE, WITH TOP OF SIDEWALK CONTROLLED DENSITY OR CURB.: 4• CONCRETE PAD rfh BACKFILL 14 HOOPS 0 12" ` a 2' MIN. SIB BARE COPPER 8 T X15 BARS, GROUND EVENLY SPACED CLAMP I I I I { 2 1/2" CLR 4` I, 1 -SIB EQUIPMEN WIREW/GREEN INSULATION 2" PVC CONDUIT I I FROM SERVICE CABINET SYSTEM - 3" MINT 2 - LIGHTING SYSTEM WIRES TO CONTACTOR x-1 F PROJECTION 1 (SIZED AS REO -D,) CONCRETE INSTALL GROUT. 24" PROVIDE 1/2" DIA DRAIN r -- 4 TUBE THROUGH GROUT. F'OUNQATION DETAIL 7/6" DIA HOLE I (TYP) ?• 1/4" STEEL PLATE 2'x5" HANDHOLE BOLT CIRCLE (DIA PER BASE PLATE SH DECORATIVE AWMINL'M CLAMSHELL DETNL' THIS E T) BASE COYER -E646 BY CYCLONE (OR APPRQVEO EQUAL) DOLE BASE DETAIL A FiOR 60E T TEMPLATE DETAI SEE POLE BASE 1Z OF EiWh2flgH DETAIL, THIS SHEET ANCHOR BOLT, .4 TOTAL, 3/4" DIA (TYP) 16" DIAMETER ' sem 3/4' HLX NUIS, SILEL (6 REO`D PER ANCHOR 860), FLAT MASHERS (6 REOD PER ANCHOR' BOLT) FOR HIS SHEET FOUNDATION -DETAILS, SEE TANCHOR BOLT ASSEMEILY QUAIL POLE ELEVATION FOUNDATION DETAILS STD. PLAN -- 1161 NEIGI�#I30RHOOD STREET F' UH LT C WORKS p1RovE ..,,....,.....1..,..,.,,�,.. ♦ + DEPARTMENT PEDESTRIAN LUMINAIRE FIXTURE AND POLE DETAILS" 4DA STRE 3' ♦IV 1411 MY 4a V/� PLAN VIEW SIDE VIEW LIGHTING STANDARD & JUNCTION BOX NOTE CLASS 'B' CONCRETE TO BE USED IN CONSTRUCTION OF PAD 4" DEEP • 4 Q 4 A d Z ♦ a p o d d •� P � PLAN VIEW INDIVIDUAL JUNCTION BOX v � PUBLIC WORKS CONCRETE PAD DETAILS S oyED: .PLAN --120 ♦ DEPARTMENT O » F DATIO LUMINAIRE WIRES WILL BE A CONTINUOUS RUN 111 FROM FUSE HOLDER TO FIXTURE WITH NO SPLICES. m mo °° GROUND ROD W FUSE KITS QUICK DISCONNECT TO LUMINAIRE 1 3 AMP IN LINE FUSE KITS S.E.C. OR EQUAL — LUMINAIRE WIRES WILL BE #12 W D' AWG IN A JACKETED CAB REFER TO WSDOT LOCKING LID STANDARD #8 GREEN GREEN INSULATED WIRE DUTY JUNCTION BOX TYPES 1 & 2 STIANDARO PLAN J-40.10-133 TFIXTURE GROUND WG GROUND LUG 1/4" MINI MUM DRAIN HOLE SPLICE KITS CLEAR EPDXY ON ALL THRU 2" MIN. GROUT TOP OF CONCRETE FOUNDATION TO HARE RUNS UNDER POLE BASE BE LEVE, WITH TOP OF SIDEWALK OR CURB.: 4• CONCRETE PAD rfh ` ` 2' MIN. SIB BARE COPPER GROUND WIRE GROUND CLAMP I I I I 4` I, 1 -SIB EQUIPMEN WIREW/GREEN INSULATION 2" PVC CONDUIT I I FROM SERVICE CABINET SYSTEM Ii 2 - LIGHTING SYSTEM WIRES TO CONTACTOR (SIZED AS REO -D,) CONCRETE OLIN N 3' S0. OR DIA. 5/B"xB' COPPER CLAD GROUND ROD NOTES: 1. EQUIPMENT' GROUND WIRE & BARE WIRE SHALL BE SECURELY FASTENED 10 THE GROUND LUG INSIDE THE. POLE HANDHOL.E. A(A._ BONDING & GROUNDING CONNECTIONS SHALL REMAIN ACCESSIBLE FOR INSPECTION AND MAINTENANCE. 2. IF THE FIXTURE MANUFACTURER HAS MADE PROVISION FOR THE ATTACHMENT OF A GROUND WIRE A GREEN INSULATED WIRE. OF THE SAME SIZE SHALL BE RUN FROM THE FIXTURE TO THE GROUND LUG INSIDE THE POLE HANDHOLE. IF THE FIXTURE MANUFACTURER HAS A GROUND LUG A #8 GREEN INSULATED WIRE SHALL BE RUN FROM THE FIXTURE GROUND LUG TO THE POLE GROUND LUG. I STD♦ PLAN - 119 ♦ ♦ PUBLIC WORKS TYPICAL LIGHTING APPIiOVI,!D-- DEPARTMENT UNDERGROUND SYSTEM MI [if 1` LED TYPE WATTAGE 1— 3/4" TO 2" 2" TO 2-1/2" TO 3" DECAL REFLECTORIZED GOTHIC GOLD OR WHITE LEGEND ON BLACK BACKGROUND STDPUBLIC WORKS STREET LIGHT STANDARD PLAN 121 ' DEPARTMENT DECAL NUMBERING SYSTEM dry- EPDXY 'ILII �/////////_- V///////////INLINE SPLICE 17- n n v v 17-11 1 SPLICE KIT WYE SPLICE DIAMETER i —4-7/8 LOAD LINE 1/4 FU SE / 1/8 0 �1 /8 r,- mc� m CUTTING RINGS FUSE KIT NOTE: PLEASE SUBMIT PRODUCT SUBMITTALS TO THE CDR FOR APPROVAL PRI❑R TO ORDERING STREET LIGHTING, T-383503 R-383522 FUSE KIT & SPLICE KIT DETAILS �� O� ADOPTED CITY OF RENTON Standard plans LST DATE: 11/5/96 DWG. NAME: JR -12 SP PAGE: J013 I CAUT/ON: LOCATION OF EXISTING UTILITIES SHOWN IS APPROXIMATE AND MAY NOT BE ACCURATE OR ALL INCLUSIVE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO POTHOLE AS REQUIRED AND FIELD VERIFY LOCATION OF UTILITIES PRIOR TO PROCEEDING WITH CONSTRUCTION. UNDERGROUND UTILITY NATE: YOU MUST CALL 1-800-424-5555 NOT LESS THAN 72 HOURS BEFORE BEGINNING EXCA VA TION WHERE ANY UNDERGROUND UTILITIES MAY BE LOCATED. FAILURE TO DO SO COULD MEAN BEARING SUBSTANTIAL REPAIR COSTS (UP TO THREE TIMES THE COST OF REPAIRS TO THE SER VI CE). :iA: ^'. ^..' •. }: S' �S ..%E 33'. ..3:. f' .A. .• "»L:,'.:2>9'.:i.Cx:a., •4''Ti .. �.. ,. ..... •3 C e RECOMMENDED FOR APPROVAL BY BY BY CHECKED FOR COMPLIANCE TO CITY STANDARDS • /DATE7114f ' . DATE DATE TraffEx TRA F-jc-1c EXPERTS 11410 NE 124th St., #590, Kirkland, WA 98034 Phone: 425.522.4118 Fax: 425.522.4311 7 i z ul rr z 9 m 111 Q > m m mo °° CD n W a 1 IT 0o cn W D' z Q > Oo [g7 O � >� mo °° CD n W z 1 1 IT 0o cn W Q > Q 1 � mo °° z 1 1 IT 0o cn W Q mo °° IT 0o cn z N�01°2512Y9E ICA \ i ftcommended for Apprcjval Ely 339.539 im �n O v, C/') O z 0 °_<o� w uj� z _ W L.Lj(� L Q cm U of D LLJ m Cj- Wo Ul im D T n °a �C �Cf) �rn 13 CD n .D 0 �rn n� u z z m m CDD �n O v, z m m UG p' mCMD D O D T n °a �C �Cf) �rn 13 CD n .D 0 �rn n� u z z m m CDD D �n O v, 0 0o CT7 ' UG p' mCMD N O � W � O r CD Z i ' m Ul D �n O Q. mCMD o mfr m II s 10' W112TH LANn5CA� ff ff p, fO CSF IN5f&L�P A5 pA1" OF MIWING MWIf LAN125CAIN6 fO ff� IN5f&LFn A5 FApr OF PI,Af I MPpOVF MF Nf5 5TP,T � " TPT� 5 AppOXI M1 Y �0' —0" AWAY FpOM 51PTMIGHr5 PLAM ' SCId W"bU�� C301"ANICAL NAME COMMON NAME SIZE QUAN1"1TY pfMAPKS TITF5 Magnolia grandiflora ' Victoria' * �* evergreen Maqnol is 2" cal � 15 full and Matchinq 2.511 ca 4,-- Full and Matchinq 1C -- Cupressocgparis leglandi Leyland Cgpress 8' -10' ht 18 dull and Matching W Thuja plicata Western Ved Cedar 6' -7' ht 12 Full and Matchinq Notes Caliper is measured 6'' above finish grade, 5ee landscape plan for locations of 2, 5" caliper trees, �6 replacement inches required 5 2" caliper trees = �0 replacement inches provided -� 2,5 " caliper trees - 7, 5'' replacement inches provided X7,5 replacement inches provided 10' W119M LANn5CAff NFI'M. fO Pl� I1\15fALLFn A5 PAF\f OF NLPING PWMIf LANb5CAFM fO �� IN5TALLFb A5 PAP\f OF PW IMPPOVW M"5 v J' J' L Y W Y W 4' J -Y . L V L Y L W J ✓ 1 Y W ! Y � � . 1 Y 1 - Y -.W' W. W .' W v- ✓ ✓ W W V 1 W W v V. 4 V W 1 J' W 4 Y Y � �' `Y v 1 Y � Y Y V W L W W J�' W .' � . ✓ J Y W Y W W J v L v J r L Y L W IW W W W W W W W w W W J W W W w W J J J J' W W ` Y W W y L J Y- ♦ v W W _. L+ J W y v V W I W L y J` Y y Y W Y V L W+ IOW W W W' W Y . w w w . W W W ✓ W w . L ` y y N W v W W v Y Y . y a y W+ v w y. 1 v V µ .+ W W a V J 1 W ✓ 1 i 1W\ 1WW WWr•WyVyW 4 �WWWy •+ wyy yW W yVVWWLLWy'yW 4JyW4 10' WIDTH LANb5CAff ff FFP, fO It I1\15fA11W A5 PAprOF NLPING pFpMlf IN5fALL [W,,K MULCH A1" IN LAN195CAF 1�fn5. HW"CH NOf 5HOWN PLANT 1 " HIG IN NURSERY FINISH GRADE 5 5HPI"W5 49 Full and Matching �H Phododendron ' Anah Kruschke' * Phod ie 2 gal C1" Carex testacea�* Orange 5edge 2 gal bb Pennisetum aloe, 'Little Punnq, * bwarf Ft Grass 2 gal 84 Lavandul a sp, Lavender 2 gal N Nand ina domest ica 'Fire Power'* Heavenlq Bamboo 2 gal EC ictus hgbridu54-- Fockrose 2 gal fiHel ictotrichon sempervirens* Blue Oat Grass 2 gal GS FuongMU5 sp, 'Gold 5pot' 4,-- FuongMU5 5 qal <_ Miscanthus sinensis Maiden brass 5 gal Thuja occidentalis ' 5margd' * Fmerald Green Arborvitae 6' -7' ht 6r\0UHP Cov�p\ 1P\P\16ATW LAWN o7 4I' -6I' PFPTH AP\C�OP\15T WOOF CHIP5 I A Taper chips down to base of trees and shrubs, bo not cover trunks with wood chips , 2'' MMUM C AP\K MULCH Taper mulch down to base of trees and shrubs. Po not cover trunks with mulch 10' W119M LANn5CAff NFI'M. fO Pl� I1\15fALLFn A5 PAF\f OF NLPING PWMIf LANb5CAFM fO �� IN5TALLFb A5 PAP\f OF PW IMPPOVW M"5 v J' J' L Y W Y W 4' J -Y . 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SETTLED DEPTH OF SPECIFIED MULCH =ERTILIZER TABLETS/SPECS SPECIFIED AMENDED BACKFILL "'OMPACT AND WATER THOROUGHLY _IRM NATIVE SOIL MOUND SHRUB PLANTING DETAIL %J A� NOT TO SCALE 2" MAX SPECIFIED TREE STAKE(S) ►= INSTALL "TREE BOOT" OR _ "ARBORGARD" IN LAWN AREAS. W W xo PLANT TREE 1 "-2" HIGHER — NCE THAN IN NURSERY CL Q WATERING BASIN ROOT DEFLECTOR FOR TREES ADJACENT TO SIDEWALKS SPECIFIED PLANTING SOIL` UNDISTURBED GROUND 12" MIN. FOR WOOD STAKES & 18" FOR REBAR FINISH PRUNE DISEASED AND BROKEN BRANCHES CHAIN LOK TIE (2) REMOVE BINDING TWINE & TOP 1/3 OF BURLAP. 2" SETTLED DEPTH WITH SPECIFIED MULCH FERTILIZER TABLETS (4-21 GRAM -20-10-5) ROOT DEFLECTOR FOR TREES ADJACENT TO SIDEWALKS SCARIFY PLANTING PIT SIDES AND BOTTOM 6" DEEP, FIRM, NATIVE SOIL MOUND la 2x ROOTBALL WIDTH :r—IN HEAVY SOILS, AUGER 8":x6' DEEP HOLE (OR THROUGH HARDPAN) FILL WITH CRUSHED ROCK. VERIFY GOOD DRAINAGE PRIOR TO PLANTING. NOTE: DO NOT PIERCE TREE ROOTBALL WITH TREE STAKES DECIDUOUS TREE PLANTING & STAKING DETAIL NOT TO SCALE PRUNE DISEASED AND BROKEN BRANCHES CHAIN LOK TIE (2) SPECIFIED TREE STAKE(S) REMOVE BINDING MATERIAL AND TOP 1/3 OF BURLAP WATERING BASIN NATIVE SOIL BACKFILL SCARIFY PIT SIDES AND BOTTOM FIRM NATIVE SOIL MOUND CONIFERUOUS TREE PLANTING & STAKING DETAIL NOT TO SCALE 1. CONTRACTOR SHALL BE RESPONSIBLE FOR FAMILIARIZING THEMSELVES WITH ALL OTHER SITE IMPROVEMENTS AND CONDITIONS PRIOR TO STARTING LANDSCAPE WORK. 2. CONTRACTOR SHALL USE CAUTION WHILE EXCAVATING TO AVOID DISTURBING ANY UTILITIES ENCOUNTERED. CONTRACTOR IS TO PROMPTLY ADVISE OWNER OF ANY DISTURBED UTILITIES. LOCATION SERVICE PHONE 1-800-424-5555 3. CONTRACTOR SHALL MAINTAIN AND WATER ALL PLANT MATERIAL FOR 1 YEAR OR UNTIL FINAL INSPECTION AND ACCEPTANCE BY OWNER. 4. CONTRACTOR SHALL BE RESPONSIBLE FOR COMPUTING SPECIFIC QUANTITIES OF GROUND COVERS AND PLANT MATERIALS UTILIZING ON—CENTER SPACING FOR PLANTS AS STATED ON THE LANDSCAPE PLAN AND MINIMUM PLANTING DISTANCES AS SPECIFIED BELOW IN THESE NOTES. 5. CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING THE QUANTITIES OF PLANTS THAT ARE REPRESENTED BY SYMBOLS ON THE DRAWINGS. 6. SUBGRADE IS TO BE WITHIN 1/10" OF ONE FOOT AS PROVIDED BY OTHERS. ALL PLANTING AREAS TO BE CLEARED OF ALL CONSTRUCTION MATERIAL AND ROCKS AND STICKS LARGER THAN 2" DIAMETER. 7. NEW BED AREAS, AS SHOWN ON THE PLANS, SHALL RECEIVE A MINIMUM OF 2" DEPTH ORGANIC MATERIAL CULTIVATED INTO THE TOP 6" OF SOIL. SOIL SHALL HAVE AN ORGANIC CONTENT OF FIVE PERCENT OR MORE TO A DEPTH OF SIX INCHES AS SHOWN IN A SOIL SAMPLE ANALYSIS. THE SOIL ANALYSIS SHALL INCLUDE: A. DETERMINATION OF SOIL TEXTURE, INDICATING PERCENTAGE OF ORGANIC MATTER, B. AN APPROXIMATION OF SOIL INFILTRATION RATE, AND C. MEASURE Ph VALUE. 8. ALL BEDS TO RECEIVE A MINIMUM OF 2" FINE FIR BARK OR SIMILAR APPROVED MULCH. 9. ALL PLANT MATERIAL SHALL BE FERTILIZED WITH AGRO TRANSPLANT FERTILIZER 4-2-2 PER MANUFACTURER'S SPECIFICATIONS. 10. ALL PLANT MATERIAL SHALL CONFORM TO ANLA STANDARDS FOR NURSERY STOCK, LATEST EDITION. ANY REPLACEMENTS MADE AT ONCE. A. GENERAL: ALL PLANT MATERIAL FURNISHED SHALL BE HEALTHY REPRESENTATIVES, TYPICAL OF THEIR SPECIES OF VARIETY AND SHALL HAVE A NORMAL GROWTH HABIT. THEY SHALL BE FULL, WELL BRANCHED, WELL PROPORTIONED, AND HAVE A VIGOROUS, WELL DEVELOPED ROOT SYSTEM. ALL PLANTS SHALL BE HARDY UNDER CLIMATIC CONDITIONS SIMILAR TO THOSE IN THE LOCALITY OF THE PROJECT. B. TREES, SHRUBS, AND GROUND COVER: QUANTITIES, SPECIES, AND VARIETIES, SIZES AND CONDITIONS AS SHOWN ON THE PLANTING PLAN. PLANTS TO BE HEALTHY, VIGOROUS, WELL FOLIATED WHEN IN LEAF. FREE OF DISEASE, INJURY, INSECTS, DECAY, HARMFUL DEFECTS, AND ALL WEEDS. NO SUBSTITUTIONS SHALL MADE WITHOUT WRITTEN APPROVAL FROM LANDSCAPE ARCHITECT OR OWNER. 11. LAWN IS PROPOSED FOR ALL LANDSCAPE STRIPS. LAWN IS TO RECEIVE SUPPLEMENTAL IRRIGATION. R- 3 8 3 514 Nope 0 20 40 �_ e0l CO I d MM M � � u v L0 L10 DESIGNER: v�~o z W z�w owe= Lr)L � < O a on Z C) U - z � Q SCALE: .-- �CLCL RENTON M 07 mQ -z 5",\ ' t v 7s u v L0 L10 DESIGNER: JMV DRAFTING BY: z< DATE: W.-- SCALE: .-- L0 RENTON M 07 mQ -z 5",\ ' t v 7s ro z z� M �' Mc M M -sem • p S N <_ D l '1 u v DRAWING NAME: DESIGNER: JMV DRAFTING BY: z< DATE: 11.16.14 SCALE: AS SHOWN JURISDICTION: RENTON M 07 mQ -z 5",\ ' t v 7s ro z z� M �' Mc M M -sem • 11.] S z� u v DRAWING NAME: DESIGNER: JMV DRAFTING BY: z< DATE: 11.16.14 SCALE: AS SHOWN JURISDICTION: RENTON M 07 mQ ul T ro z z� M �' Mc M M :� 00C z� <_ JOB NUMBER: DRAWING NAME: DESIGNER: JMV DRAFTING BY: JMV DATE: 11.16.14 SCALE: AS SHOWN JURISDICTION: RENTON ��2 5H��f 2 of z v �m C z 7 C � � IMCD O � c c r r M 07 mQ ul T ro z O D M �' Mc M M :� 00C <_ D cn 0 mQ ❑p °� cc D �z D MM Cj)- E� M 00 0 D C) M. 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S _ TE } 1 8: �A VAL VE A STEVE. SCHREI( ,pRSTRONG. COM .' 3-�8'° StEVES`(I�fJ) *1.00 EXI TING FIRE HYDRANT 112 :.� I.F fi'� DJ. CL. 2 5 i ;3--8 ", GATE VA Li: VES (FL J) 6 . 0 L A '0 - (LIQ AS> REQI IREC) t 473.43 W� Tf=/RUST ,SLOC CING`S (E �QNNE';TlC7N N!TE, THIS SHEET) z.I 8 CWD 0 4 '; r B PROTECTION i�/' ; THRUST ; 64OCICING PER KCN�D9'D DETAIL W-4 ____,_:�.,._ TYf? 1111 -- �i'f.• E t. ,x 1111 , s3, -. '"r 1111 .�. 1111... .. _,.. 1111 ... ..... 1111. - 1111" - - 1111:. a _ . n.,. 1111.. M:. ... E 11 _ W,;.q a. ...Z/'°��.'V'x- A'S'EMBL / ° -� -1 1111 STH ` 0 .,v....... ...,un,.....- 1111.. R <. .,..v .............. ......... 1..111,, 1111. E.::.r. ..� .•I. u..n................... 1111.. .. ....r x:2'1 f''� . e,,. . 4, i -_ WA TE , ` R MAIN ,•• M,.,. �y •I.:.1 -1.... A,.,,.L `•--• Y•T �� .�. �n �.�� - Y ... ... �. - - ` • , ... w.. . . . . . 3. +, ,,,1 1=, 1.n.,-,-t:'.-T .:"^. 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T E• f , •_,. ^ �� o N : '. STEEL CASING A T STORM t - I . r 10 MIN. �o 1. Ii ' ,.. STI 'UCTI11xE CROSSING I• ;1 11 S R f A TION ; h , -f it. „1111... 1-1- 1111..._ 3 i t ,I •� A , 3 t FG 463.5 i < FG 473.4 1 x i } L - I FG 4'2.5 ". a i� I �. :I, G , a 4 �. i DEFLECT SERME i,;' i 1 : i STA':' 12+06.75 7.22 R -. ' ' M L; .. f 1111 .. •� i 1wS 1/4 MVa. ASSEMBt Y 'I'. E GOIVFI.IC cAS/Nc `; { _ MJ T.. { .. n . z v � hiJ . 11 LF 6 D. I:' CL. 5 a : I ' y (LF AS'. REQUI vj __ . ,: _ . I. , . . t, - . . . W/� THRUST BLOC NG I: 1 _ t. i _ i.i r. PER KCMD9O DETAIL. 4 �L.` -� • ( I � `i ,� ;�< vt;101 p t I FG 475.3 rF ; 4f 6.3 ff 1 I. ;�� I F �. f 3 Noc , l ,, V (0 W 1 V J f PG 476.0 'a � rn .{ .. E �� .. t,, `r��� 'i, AS.: ,i f O'V ' 0 V s. V T%":aL F�J 7a LJI Vt 1! 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LF AS REQUIRED bf,f- )� . # ( ) R: Wf THRUST T BLOCKING �, -e - ; ` :. I - PER KCVYD9t� DETAIL W 4 -- ; : ! i - 1 Q' WA T�'R, "L�SMT. ' `` °' '_ �' W_ ' i : FOR ME7E"RS: TYP, 1 :. ,/ . r . . ... SEPARATION (TW.) � _ I !�I $ ./ y j L.,} ;R ; ..�, 1._1. �� { FG 475. • l Ls , _ . a �f. ` PARCEL _ { t' B s. _.. . i, .. L .. .. 1111. 1111.. f PROVIDE 1'8 L - 4F_ 16 !A. :a ,:-ip. . _. k STEEL CASING CENTRED A T 7 .�, 'a- it = .� �„ i. <e. STORM SMUCTURE CROSSING r s _ I'ii. r r:F:L1. PARCEL NO. a _ . '`. I' , a. 032305- 9238 I I . il , �M - +_ - �-- �, il� `t FG 475 5 L: r: ,> It... _ .. ...,.......__.. ,' 1.e: 09ZEE UPPER CJ 22yr PARCEL N0. 032305-9124 STA. 16+05.11, 7, 20' R I 2" AIR VAC. ASSEMBLY PER KCWD90 DETAIL W-18 (FIELD LOCATE AT HIGH l POINT OF MAIN ISTA. 16+29.71, 7.27'' R 1-8" 45' BEND BETE BLOCKING F 8'" D, I. CL. 52 -F46.32 24. 00' l i 1-8" 45' BEND ICRETE BLOCKING NE 3-23-5 a , � FG 476; 8 4.1111.1 fi' �' 1. :'I . ;� z ci.; . ;1 15 EASEMENT h a1. REL. N0. \ :� 1.20'! 40306000025 _, z 11 >, PARCEL NO. 7- . I ,,��_..__. -1-11: # ` / 4 . ,, ,£� '.. \� . 032305 - 9179 - 1� i I- �f I 11 APPROX. L OCA TION F Y = ,•>� 0 EX F/ RE f I DRA N T , •<� vW. l y , t U _� \Sf- . ITA. 17+97.91 24.00 R y DEED NO. J DEED N0. s I-5" 2 • BEND ,� 7207120398 6468344 `CONCRETE BLOCKING 4PARCEL NO. c ? _ I." I P:PARCEL N0. `O 5' DEFLECTION �01. 032305-9167 032305 9207 .. , A T EACH END � . :r 1 i�- _1* 11 ���-f- 2" T'E'MPORARY • �, �. . A L �� cI 14 LF 8 17.1. \ �L,S' �'� CL. 5 �, AFTER PRESSURE & PURITY TEST -p I ACCEPTANCE &MAIN FLUSHING p -� \f\9�I I CUT INTO EXISTING 12 C,I. WITH. < 1 •-12 x8" TEE (FLxFL) 00 ;i. _ E . W TER SE WC 2-12* D.I. SPOOLS F A REQUIRED) L S Q S"^e' ( ) K f TO BE ABANDONS �► I \ ". �i 2-12 SLEEVES (MJ) 5 WATER " l I �n - 2--12 GATE VALVES (FL xMJ) MAIN EASEMENT ( " I :REC. N 0. 6261949 1-•-5 D.I. SPOOL (LF AS REQUIRED) ' 1-8 SLEEVE (MJ) �.: 1-8- GATE VALVE FLxMJ �: W/ THRUST BLOCKINGS . .' .... ... ; '' (sEE_ CONNE07ION NOTE, THIS SHEET) r ('0 __-L I.-.:' 1111 1111 : w1111. 1111. cn T74'EAI�,� RESTORA )?ON , /,/�O V AND OVERLAY TO BE DONE \ /`/ ACCORDING TO CI TY OF /�� RENTON STANDARDS 4 - ' -- --- _ ----- I -� I� • as 3I I I . �`'- \ �_ • t s r, •a ` , W-383502 R-383515 PRDJEG T CDN TA G TS: APPLICANT / OWNER ................ PNW HOLDINGS, LLC .................................................. 9675 SE 36TH STREET, SUITE 105 .................................................. MERCER ISLAND, WASHINGTON 98040 ................................................. (205) 588-1147 BOTTOM OF PIPE CONTACT' JUSTIN LAGERS ..... ........................I.................. .... ............ JUS TIN9PNWHOLDINGS. CDM Cl VIL ENGINEER SD ................................................. 620 77H A VENUE .......... KIRKLAND WASHINGTON 98033 .................................................. (425) 827-3063 ..................................................E. ACT• MAHER A JOUDI, • P .................................................. MAHER. JOUDIWRSTRONG. COM SURVEYOR.,.... • .,........................ D.R. STRONG CONSULTING ENGINEERS, INC. ......•....• ... . ..................................620 7TH AVENUE ............................................. KIRKLAND, WASHINGTON 98033 .................................................. (425) 827-3063 , . .......................................... CON TA C T.• S TEPHEN J. SCHREI, P. L. S .................................................. STEVE. SCHREI( ,pRSTRONG. COM * ALL CROSSINGS WITH LESS THAN 18" CLEARANCE REQUIRE CASING AROUND WA TER PIPE. NO TE: NO CONNECTIONS TO EXISTING WATER MAIN UNTIL AFTER TEST AND PURITY ACCEP TANCE CONNEC TI ON NO TE: CONTRACTOR SHALL POTHOLE EXISTING 8" D.I. WATER MAIN (IN NE 16TH STREET) AND EXISTING 12" D.J. WATER MAIN (IN RENTON ISSAQUAH RO SE) TO VERIFY DEPTH PRIOR TO CONSTRUCTION. ENGINEER TO BE NOTIFIED IMMEDIA TEL Y IF THERE IS A VARIA TION FROM THE PROFILE (3' COVER CURRENTLY SHOWN AT CONNECTION POINTS) GENERAL NO TES: 1. ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE SPECIFICATIONS AND STANDARD DETAILS OF WATER DISTRICT NO. 90. THE SPECIFICATIONS AND STANDARD DETAILS MAY BE A SEPARATE SET OF DOCUMENTS APART FROM THESER D A WINGS Ar SE OF APPROVED PLANS SHALL BE KEPT ON SITE AT ALL TIMES DURING CONSTRUC770N. 2. THE OWNER SHALL FURNISH THE ENGINEER W! TN A COPY OF THE APPROVED ROAD GRADE ROAD CROSS SECTION, AND DRAINAGE PLAN PRIOR TO ANY WATERMAIN CONSTRUCTION. J. EXISTING UTILITIES ARE SHOWN FROM THE BEST AVAILABLE INFORMA 77ON AND NO GUARANTEE IS MADE AS TO THE EXACT SIZE, TYPE, LOCATION, OR DEPTHS 4. PRIOR TO CONSTRUCTION OF ANY WATERMAINS, THE STREETS AND LOTS SHALL BE STAKED AND THE CONTRACTOR SHALL LOCATE ALL EXISTING U TILT TIES. 5. ALL WORK IN S TREE T RIGHT-OF-WAY TO BE IN ACCORDANCE WITH THE REQUIREMENTS OF THE ROAD ENGINEER WITH JURISDICTION - THE CITY OF REN TON. 6. WATERMAIN SHALL PASS UNDER STORM SEWER WHEN REQUIRED TO MAINTAIN 3 -FOOT MINIMUM COVER OVER TOP OF WATERMAIN 8 -INCH AND SMALLER (4 -FOOT MINIMUM FOR LARGER THAN B -INCH PIPE). THERE SHALL BE NOT LESS THAN AN 18 -INCH CUSHION BETWEEN THE WATERMAIN AND THE S TORM SEWER. 7. WATER SER OCES SHALL BE LOCATED AT LEAST 5 FEET FROM POWER VAULTS HAND HOLES AND/OR LIGHT STANDARDS SERVICES SHALL BE INSTALLED BY CONTRACTOR AND WILL BE LOCATED BY MUTUAL AGREEMENT BETWEEN OWNER, DISTRICT, AND OTHER U77LITY COMPANIES. B. FOLLOWING WATERMAIN CONSTRUCTION, ANY REVISION OF ROADWAY OR EASEMENT GRADES REQUIRES THE MAINS TO BE RECONSTRUCTED BY THE OWNER TO CONFORM TO THE SPECIFICATIONS OF WATER DISTRICT NO. 90. ALL ADDED COSTS OF INSPECTIONS FOR SUCH REVISIONS WILL BE CHARGED TO THE OWNER IN ADDITION TO THE STANDARD CHARGES, AND SHALL BE PAID BEFORE ACCEPTANCE BY WATER DISTRICT NO. 90. 9. WATER SERVICE CONNECTION DETAILS: A. 2" X 4" WOOD MARKER PAINTED BLUE AND IMPRINTED WITH "WATER" IN BLACK LETTERS SHALL BE PLACED AT EACH ANGLE STOP LOCATION MTH A MINIMUM OF 18" OF THE MARKER EXPOSED. B. PAINT SERVICE LOCATION ON CURB WITH COLOR AS DIRECTED BY THE ENGINEER. C. PROPERTY CORNERS SHALL BE PINNED AND THERE SHALL BE A REFERENCE TACK PLACED IN THE CURB OR EDGE OF ASPHALT. 10. THERE SHALL BE A MINIMUM 10 -FOOT HORIZONTAL SEPARATION BETWEEN WA TERMAINS AND SANI TAR Y SEWERS. VERTICAL SEPARATION SHALL BE PER THE DEPARTMENT OF ECOLOGY CRITERIA FOR SEWAGE WORKS DESIGN MANUAL. - WATER MAIN EXTENSION PLAN UTILITY CROSSING TABLE WATER EXTENSION PROFILE C# U71LI TY BOTTOM OF PIPE TOP OF PIPE CLEARANCE (FT) F.G. _ 1 12 SD 463.67 v � Q •-.! � 466.91 N 8 WA o f � 462.67 *1.00 "q- JECT SI TE 2 12 SD 458.66 4 5� 472.37 (D B PWA 6 5 RNs 467.65 *1.00 Z 3 12 SD 470.07 z O 473.43 z- -` 8 WA SE 112TH ST 469.07 *1.00 4 8 WA_ 464.13 467.80 w EX. 93_ SS 460.63 1 3.50 * ALL CROSSINGS WITH LESS THAN 18" CLEARANCE REQUIRE CASING AROUND WA TER PIPE. NO TE: NO CONNECTIONS TO EXISTING WATER MAIN UNTIL AFTER TEST AND PURITY ACCEP TANCE CONNEC TI ON NO TE: CONTRACTOR SHALL POTHOLE EXISTING 8" D.I. WATER MAIN (IN NE 16TH STREET) AND EXISTING 12" D.J. WATER MAIN (IN RENTON ISSAQUAH RO SE) TO VERIFY DEPTH PRIOR TO CONSTRUCTION. ENGINEER TO BE NOTIFIED IMMEDIA TEL Y IF THERE IS A VARIA TION FROM THE PROFILE (3' COVER CURRENTLY SHOWN AT CONNECTION POINTS) GENERAL NO TES: 1. ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE SPECIFICATIONS AND STANDARD DETAILS OF WATER DISTRICT NO. 90. THE SPECIFICATIONS AND STANDARD DETAILS MAY BE A SEPARATE SET OF DOCUMENTS APART FROM THESER D A WINGS Ar SE OF APPROVED PLANS SHALL BE KEPT ON SITE AT ALL TIMES DURING CONSTRUC770N. 2. THE OWNER SHALL FURNISH THE ENGINEER W! TN A COPY OF THE APPROVED ROAD GRADE ROAD CROSS SECTION, AND DRAINAGE PLAN PRIOR TO ANY WATERMAIN CONSTRUCTION. J. EXISTING UTILITIES ARE SHOWN FROM THE BEST AVAILABLE INFORMA 77ON AND NO GUARANTEE IS MADE AS TO THE EXACT SIZE, TYPE, LOCATION, OR DEPTHS 4. PRIOR TO CONSTRUCTION OF ANY WATERMAINS, THE STREETS AND LOTS SHALL BE STAKED AND THE CONTRACTOR SHALL LOCATE ALL EXISTING U TILT TIES. 5. ALL WORK IN S TREE T RIGHT-OF-WAY TO BE IN ACCORDANCE WITH THE REQUIREMENTS OF THE ROAD ENGINEER WITH JURISDICTION - THE CITY OF REN TON. 6. WATERMAIN SHALL PASS UNDER STORM SEWER WHEN REQUIRED TO MAINTAIN 3 -FOOT MINIMUM COVER OVER TOP OF WATERMAIN 8 -INCH AND SMALLER (4 -FOOT MINIMUM FOR LARGER THAN B -INCH PIPE). THERE SHALL BE NOT LESS THAN AN 18 -INCH CUSHION BETWEEN THE WATERMAIN AND THE S TORM SEWER. 7. WATER SER OCES SHALL BE LOCATED AT LEAST 5 FEET FROM POWER VAULTS HAND HOLES AND/OR LIGHT STANDARDS SERVICES SHALL BE INSTALLED BY CONTRACTOR AND WILL BE LOCATED BY MUTUAL AGREEMENT BETWEEN OWNER, DISTRICT, AND OTHER U77LITY COMPANIES. B. FOLLOWING WATERMAIN CONSTRUCTION, ANY REVISION OF ROADWAY OR EASEMENT GRADES REQUIRES THE MAINS TO BE RECONSTRUCTED BY THE OWNER TO CONFORM TO THE SPECIFICATIONS OF WATER DISTRICT NO. 90. ALL ADDED COSTS OF INSPECTIONS FOR SUCH REVISIONS WILL BE CHARGED TO THE OWNER IN ADDITION TO THE STANDARD CHARGES, AND SHALL BE PAID BEFORE ACCEPTANCE BY WATER DISTRICT NO. 90. 9. WATER SERVICE CONNECTION DETAILS: A. 2" X 4" WOOD MARKER PAINTED BLUE AND IMPRINTED WITH "WATER" IN BLACK LETTERS SHALL BE PLACED AT EACH ANGLE STOP LOCATION MTH A MINIMUM OF 18" OF THE MARKER EXPOSED. B. PAINT SERVICE LOCATION ON CURB WITH COLOR AS DIRECTED BY THE ENGINEER. C. PROPERTY CORNERS SHALL BE PINNED AND THERE SHALL BE A REFERENCE TACK PLACED IN THE CURB OR EDGE OF ASPHALT. 10. THERE SHALL BE A MINIMUM 10 -FOOT HORIZONTAL SEPARATION BETWEEN WA TERMAINS AND SANI TAR Y SEWERS. VERTICAL SEPARATION SHALL BE PER THE DEPARTMENT OF ECOLOGY CRITERIA FOR SEWAGE WORKS DESIGN MANUAL. VICINI TY MAP 10-15000 LEGAL. DESCRIP TI GN: N EO IST H PARCEL A: N THE WEST 1 THE NORTH 677 44 FEET OF 2 OF THE ,/ WEST 1/2 OF THE SOU THEA S T 114 OF THE SOU THEA ST 1/4 OF SECTION 3, TOWNSHIP 23 NORTH RANGE 5 EAST., W. M., IN KING COUNTY, WASHINGTON; EXCEPT THE WEST 130 FEET OF PORTION LYING SOUTH OF A LINE 339.5 FEET SOUTH OF THE NORTH LINE, EXCEPT THAT PORTION OF SAID NORTH 677.44 FEET LYING SOUTH OF THE FOLLOWING DESCRIBED LINE: BEGINNING AT THE INTERSECTION OF THE SOUTH LINE OF THE NORTH 677.44 FEET WITH THE EAST LINE OF 17 -IE WEST 112 OF THE WEST 112 OF THE SOUTHEAST 1/4 OF THE SOUTHEAST 1/4 OF SAID SECTION 3, THENCE NORTH 87 DEGREES, 49 MINUTES AND 08 SECONDS WEST ALONG SAID SOUTH LINE A DISTANCE OF 89.01 FEET TO THE BEGINNING OF SAID LINE, THENCE NORTH 67 DEGREES, 07 MINUTES, 57 SECONDS WEST A DISTANCE OF 119.88 FEET TO INTERSECTION OF THE EAST LINE OF THE WEST 1,30 FEET F T 1 4 OF 3 EE O THE SOUTHEAST S / THE SOU THEA S T 114 OF SAID SECTION 3, SAID INTERSECTION BEING TERMINUS OF LINE; EXCEPT PORTION, IF ANY, CONVEYED TO JAMES L. DIXON, ET UX, BY DEEDS RECORDED UNDER RECORDERS NDS 6468344 AND 7207120398. PARCEL B.• A NON-EXCLUSIVE EA SEMEN T FOR INGRESS AND EGRESS AS CREATED BY INSTRUMENT RECORDED AS RECORDING NUMBER 7609140487. TAX PARCEL NUMBER: 032305902101 LEGEND EX. MAILBOX EX. UTILITY POLE j EX. STREET LI GH T �, EX. LIGHT POLE EX. CA TCH BASIN . EX. SEWER MANHOLE i. EX, TELE RISER EX. SIGN EX. WA TER METER EX. WA TER VAL VE 11 11, EX. WATER BLOW OFF ' EX. FIRE HYDRANT EX. DECIDOUS TREE �,f, EX. CONIFEROUS TREE s� :a Y PROPOSED STREET LIGHT AND CABINET PROPOS STORM DRAINAGE RAINAGE - _# PROPOSED SANITARY SEWER PROPOSED WA TER �T PROPOSED FIRE H YDRAN T N PROPOSED WATER METER x PROPOSED GA TE VALVE i PROPOSED CONCRETE BLOCKING T PROPOSED BLOW OFF If PROPOSED AIR VAC 1. e PROPOSED MONUMENT SHEET INDEX: SHEET -j- WATER MAIN EXTENSION PLAN SHEET 2 OF 5 WATER EXTENSION PROFILE SHEET 3 OF 5 WATER MAIN DETAILS SHEET ___1�! : CONSTRUCTION PROVISIONS SHEET Q N � v � Q •-.! � ! N 00 Q o o f � c� PR "q- JECT SI TE _j --i NE 1 1H �- (.) 4 5� >- m (D N r- 6 5 RNs O 40 Z < 2 N 0 W z O z- -` Q Q SE 112TH ST Q q io O - o 0 w SE 116TH ST VICINI TY MAP 10-15000 LEGAL. DESCRIP TI GN: N EO IST H PARCEL A: N THE WEST 1 THE NORTH 677 44 FEET OF 2 OF THE ,/ WEST 1/2 OF THE SOU THEA S T 114 OF THE SOU THEA ST 1/4 OF SECTION 3, TOWNSHIP 23 NORTH RANGE 5 EAST., W. M., IN KING COUNTY, WASHINGTON; EXCEPT THE WEST 130 FEET OF PORTION LYING SOUTH OF A LINE 339.5 FEET SOUTH OF THE NORTH LINE, EXCEPT THAT PORTION OF SAID NORTH 677.44 FEET LYING SOUTH OF THE FOLLOWING DESCRIBED LINE: BEGINNING AT THE INTERSECTION OF THE SOUTH LINE OF THE NORTH 677.44 FEET WITH THE EAST LINE OF 17 -IE WEST 112 OF THE WEST 112 OF THE SOUTHEAST 1/4 OF THE SOUTHEAST 1/4 OF SAID SECTION 3, THENCE NORTH 87 DEGREES, 49 MINUTES AND 08 SECONDS WEST ALONG SAID SOUTH LINE A DISTANCE OF 89.01 FEET TO THE BEGINNING OF SAID LINE, THENCE NORTH 67 DEGREES, 07 MINUTES, 57 SECONDS WEST A DISTANCE OF 119.88 FEET TO INTERSECTION OF THE EAST LINE OF THE WEST 1,30 FEET F T 1 4 OF 3 EE O THE SOUTHEAST S / THE SOU THEA S T 114 OF SAID SECTION 3, SAID INTERSECTION BEING TERMINUS OF LINE; EXCEPT PORTION, IF ANY, CONVEYED TO JAMES L. DIXON, ET UX, BY DEEDS RECORDED UNDER RECORDERS NDS 6468344 AND 7207120398. PARCEL B.• A NON-EXCLUSIVE EA SEMEN T FOR INGRESS AND EGRESS AS CREATED BY INSTRUMENT RECORDED AS RECORDING NUMBER 7609140487. TAX PARCEL NUMBER: 032305902101 LEGEND EX. MAILBOX EX. UTILITY POLE j EX. STREET LI GH T �, EX. LIGHT POLE EX. CA TCH BASIN . EX. SEWER MANHOLE i. EX, TELE RISER EX. SIGN EX. WA TER METER EX. WA TER VAL VE 11 11, EX. WATER BLOW OFF ' EX. FIRE HYDRANT EX. DECIDOUS TREE �,f, EX. CONIFEROUS TREE s� :a Y PROPOSED STREET LIGHT AND CABINET PROPOS STORM DRAINAGE RAINAGE - _# PROPOSED SANITARY SEWER PROPOSED WA TER �T PROPOSED FIRE H YDRAN T N PROPOSED WATER METER x PROPOSED GA TE VALVE i PROPOSED CONCRETE BLOCKING T PROPOSED BLOW OFF If PROPOSED AIR VAC 1. e PROPOSED MONUMENT SHEET INDEX: SHEET 1 OF 5 WATER MAIN EXTENSION PLAN SHEET 2 OF 5 WATER EXTENSION PROFILE SHEET 3 OF 5 WATER MAIN DETAILS SHEET 4 OF 5 CONSTRUCTION PROVISIONS SHEET 5 OF 5 MATERIALS AND SURFACE RESTORATION ()I" WASEJ4,, 23 � GI�� `+ orraL 1n%(' LO U rr z o a ao � z o_ co ui z Z O ti ICL 10 �_ 2 a o ,_ = u W w q 0 0 > W cr W 6 O Ill- U) o M Lu N Ln u U- o •-.! � 0 4 N 0 ,n O Cfj o f � w ti z 0 0 _j --i � �- (.) 4 a Q � � >- m (D N r- 6 Z CL ()I" WASEJ4,, 23 � GI�� `+ orraL 1n%(' LO cc Lu U rr z o a ao � ' Z M m Z :� a 7CD Z Q Z n m= M '' J o 6 O 2m� o M Lu N Ln u 6 d z a- •-.! � 0 4 N U O Cfj , z z Q _j --i � �- (.) 4 Z w (D ry . � - W �I Q Z CL O 40 Z < 2 �� O Z W z O U Q Q Q Q Q q io O - o 0 cc Lu U rr z o a ao � ' Z (3) m Z :� a 7CD Z Q Z n m= M '' J o 6 0.. 2m� o M Lu N Ln u 6 d z a- •-.! � 0 4 N U O Cfj , z z r � U ZRcn � �- (.) 4 Z w (D ry . � - W �I �i Q Z CL 0.1 I L 11z 11O Lij < < 2 �� 1 N . 44 : - o 0 w " C:) FZ�F H v 2 11� W w GRAPHIC SCALE �__ �_ 0 20 40 80 < < 1 INCH = 40 FT. mmmi : 3: PRESSURE ZONE: 649 WATER DISTRICT NO. 90 BASE MAP B-2 APPROVED CONSTRUCTION � '� � SHEET 1 OF 5 DRAWINGS: DATE. 1 R: \2014 \ 1 \ 14103 \3 \Drawings \Plots \Engineering \ WO 90\01-3WACVR14103. dwg 6/30/2015 3: 14: 14 PM PDT DRAWING B2.009 (--- t" . .- I � . � I I �, I -11 W E z C 11 K ca z m n m D 7 K 00m *" x � Pz N 0 O n = W W (A IBJ rt � K U rr z o a ao � ' jo - v wp z (3) G � CN°`AO -< v, 'y Z :� a 7CD Z Q Z n m= W R 0.. 2m� Z :E1 ul �>-_ 720 U O z:D , z z O � U)[) -.,o �- (.) �- c/) Z w (D mmm� 0 F_ ct� z z F� ry Lij < < 2 " C:) FZ�F H v 2 11� W w GRAPHIC SCALE �__ �_ 0 20 40 80 < < 1 INCH = 40 FT. mmmi : 3: PRESSURE ZONE: 649 WATER DISTRICT NO. 90 BASE MAP B-2 APPROVED CONSTRUCTION � '� � SHEET 1 OF 5 DRAWINGS: DATE. 1 R: \2014 \ 1 \ 14103 \3 \Drawings \Plots \Engineering \ WO 90\01-3WACVR14103. dwg 6/30/2015 3: 14: 14 PM PDT DRAWING B2.009 (--- t" . .- I � . � I I �, I -11 W E z C 11 K ca z m n m D 7 K 00m *" x � Pz N 0 O n = W W (A IBJ rt � K rr z o a ao � ' jo - v wp z 44bb G � CN°`AO -< v, 'y a 7CD Z Q Z n m= W R 2m� W :E1 ul D O o of boa 2m� :E1 f,�- 720 rZn �i 1 0 40 ® m D Q � p rm 00 �7 zN0 OO 5 oo� m C C �n mCTI N 0 40 f ® Vl A p O CD C� OO 5 Z CrJ � f ® p m p �oo �C � OO 5 CIO Cn < _ 7 LitI w z 9 z18" BEHIND BACK OF CURB J L'i OR 12" BEHIND BACK OF z F- SIDEWALK. 10' MAX. FROM I� o EDGE OF TRAVELED WAY VERTICAL w w 1" ANGLE CHECK VALVE FORD w p U HA34-444 OR APPROVED 1/4 RAKE m cr 0- I EQUAL PACK JOINT SIDEWALx CL VERTICAL OR PVMT. MARKER 18"(TYP)- -�-- FORD A24 METER °. ROLLED cuRe PER SPECS. 36" MIN ADAPTER BLUE PAINTCL o r . 18'- 24' CAST IRON VALVE 60X IN CITY OF RENTON. U I LID SEE C.O.R. DWG. BR48/PG.BD90 O VARIABLE 6'GATE VALVE Lli I CL 52 6" D.I. PIPE- a (!) 36" MIN RESTRAINED PER SPECS. a ° HORIZONTAL BEND VALVE ANCHOR PLUGGED TEE ALL IAROUND �" � � 1" TYPE K COPPER AS APPROVED BY I x DISTRICT. EXPANSION LOOPS 1 "MIN - 2"MAX. FROM INSIDE Q 1/2 YARD, 1 1/4~ -.i,• CONCRETE THRUST BLOCK . MUST BE HELD FLAT AS POSSIBLE. FRONT WALL OF METER BOX N WASHED ROCK 4'x 8'x16' MIN CONCRETE BEARING BLOCK (TYPICAL FOR ALL SERVICES)-�---- ---M- FIRE HYDRANT ASSEMBLY RESIDENTIAL VERTICAL/ROLLED CURBlu ROADWAY WITH o o Q ROADWAY 1l"�'ITH DITCHES CURB & GUTTER METER BOX w/— ROADWAY / CULVERT READER LID I � (SEE NOTES) 3' MIN. 1.5' MIN. m Li EXCEPT IN 10' MAX CUT/n „ �y USH C. 4 THICK ASPHALT a _ ROCK ANGLE STOP W/LOCK WING, PAD: PER SPECS CORPORATION STOP FORD BA43-444W BY CTS Q 3 TEE OFFSET PLUGGED CROSS FORD FB1000xCTS GRIP VERTICAL CRUSHED ROCK i JOINT OR MUELLER GRIP JOINT MUELLER 6 1/4• RAKE KING CO. PVMT. MARKER ,► P-25008 P-24258, 1 "METER. a CCUL ERT PER SPECS. < 2--1 BARSn 9 4'-1” TYPE K o.. a a P ��'' ``�' a'rOi°°`_ 18"- 24" CAST IRON VALVE A��Rfi� AIN COPPER DITCH BOX IN (ASEE C O.R. DWG.FBR46�G BDsO FIRE HYDRANT 8 �C y� GATE VALVE 9 VARIABLE AIN 4" THICK ASPHALT TYPE K COPPER ---�°- 8 MIL VISQUEEN m PAD: PER SPECS. 0 n ALL AROUND CULVERT PER KIN o' n x `4 CL 52 6' D.I. PIPE a' 1/2 YARD, 1 1 4 COUNTY ROAD "a v 22.5'± WASHED ROCK / RESTRAINED PER SPECS• STANDARDS 1993, _ 1" PACK JOINTx FIPT CPLG. CONCRETE THRUST BLOCK w/ BEVELED ENDS "x 8"x18' MIN CONCRETE BEARING BLOCK 7.1 FORD C14-44 OR APPROVED PLAN VIEW EQUAL. INSTALL THREADED FIRE HYDRANT ASSEMBLY WATER SERVICE SADDLE WATERMAIN PLUG TO REMAIN UNTIL ALTERNATE ROMAC 101 SERVICE LINE FROM BUILDING FIRE HYDRANT ASSEMBLY GRAVEL SHOULDER. VERTICAL BEND PLUGGED DRESS OR SMITH-BLAIR IS CONNECTED VERTICAL (BEND NOTE: COPPER LINE BETWEEN CORP STOP NOTES: NOTEs: 3, ,� P --- 1. DO NOT BACKFILL UNTIL ALL BRASS FITTINGS HAVE BEEN INSPECTED 1. SURFACE TO BE LEVEL do UNIFORMLY GRADED, G� & ANGLE STOP SHALL BE ONE PIECE (NO ui AROUND HYDRANT (3 RADIUS) � FITTINGS) BY THE DISTRICT. 0 2. ROCKERY TYPE RETAINING WALL TO BE <Coo 2. SERVICE SIZES ARE 1" UNLESS OTHERWISE DESCRIBED IN THE PROVIDED WHERE NECESSARY IN CUT OR FILL o "� }� ti STEEL SHIM PLATE NOTES: SPECIFICATIONS. $ Z AREAs. Z c o NOTE: ALL BRASS SHALL BE LEAD FREE BRASS 3. METER BOX SHALL BE: a � ONE-MAN ROCK ONE-MAN ROCK \ �w 1. ALL CONCRETE FOR ®LOCKING SHALL BE A. IN AREAS WITH ROLLED CURB OR METER BOX IN DRIVEWAY, USE 3' " FIVE (5j SACK MIX. MIDSTATES BOX #MS -BCF -1521--12-B WITH READER LID #MS- BCF- 1521 --RLI SERVICE SADDLE, CORP STOP2. ALL BLOCKING SHALL BE POURED AGAINSTB. IN AREAS WITH VERTICAL CURB OR METER BOX BEHIND SIDEWALK, USE CARSON STANDARD PLASTIC METER BOX #1220-12L WITH BLANK PLUG FIRM, UNDISTURBED EARTH. AND SERVICE LINE READER LID. 4. INSTALL WATER SERVICE MARKER POST ABOVE END OF SERVICE TAIL-- � �,, PLUGGED END �'0R 3. BLOCKING AGAINST FILL MATERIAL, DISTURBED PIECE. THE POST SHALL BE 2"x 4" WITH THE 18" ABOVE GRADE Q� c° R POOR SOILS SHALL BE DESIGNED BY rw TYPICAL RSECTION " "', p DISTRICT ENGINEER. PAINTED BLUE ON ALL SIDES. STENCIL WATER IN 2 LETTERS WITH FUTURE EXPANSION BLACK PAINT. ' � NTS FIRE HYDRANT IN CUT FIRE HYDRANT IN FILL z z a FIRE HYDRANT LOCATION CUT OR FILL CONCRETE BLOCKING DETAIL. TYPICAL SERVICE DETAIL Q _j -JQTS W FIRE HYDRANT ASSEMBLY a Qo k rw� SINGLE SERVICE NTS 4 U NTS oQ a4 © a �r E o 1" TYPE K COPPER j�l u °) v z SERVICE LINES < Y LOT �o �, o CONCRETE METER BOX FOGTITE Q c / NO. 2 OR EQUAL w SOLID X METER BO �� V Z FIBERGLASS 20/20 /„ 0 ° CL CL -' MESH SCREEN CONCRETE COVER 17"x 28 I.D. co � TWO SECTIONS MINIMUM, SET o = i' 10' BLOW --OFF MARKER POST WILL v d - y o 2 SCH. 40 GALV. PIPE TOP OF BOX FLUSH w GRADE rm U rn 3 / z BE REQUIRED UNLESS BLOW -OFF co I J) 2" PLUG AND COUPLING z `�' iS IN PAVEMENT. _0 00 V-0" 4" THICK CONC. AOR CSI W � Co Ln CLEAR ASPHALT PAD, 2 METER z Q AROUND BOX & CD 6 co VALVE BOX vi " LOT r-iro 11 `, °z a T 2 UNION FINISH GRADE PLAN VIEW a CL i•, 1 t W • O HORIZONTAL z 18"x 24" CAST IRON LOCATION VALVE BOX BLOW—OFF ASSEMBLY z o Z MARKER 'OST w N 3 MAX. �' o J t- Of Q 0 ° FILL w/ U) v T VERMICULITE U) w FOR INSULATION o 6,� U 2" COMBINATION AIR z GV VALVE MARKER POST WILL BE �,�.�* VALVE APCO MODEL 2" PIPE 145C OR APPROVED --''`� 1O' REQUIRED UNLESS VALVE IS IN � c SWING SL. 2-3% PAVEMENT AND TOP OF VALVE EQUAL JOINT -----:--- ` �— BOX IS AT FINISHED GRADE. -- J J METER METER =, Q METER O SWING ,. £ :f >: �rN -- �--- = PROP. LINE JOINT � . b � . i, � PROP. LINE a ` � , PROP. LINE Z{� :: 0 Z C) SOLID CONCRETE ~'''-2" CORP. STOP, � .� BEARING BLOCK FORD FB500 OR METER OR m d . METER OR m METER 4"x 8"x 16" " GATE VALVE w 2" EQUAL (IPT) U . 2 / SQUARE OPERATING . ".: � �.Naa, 5' PERM. NUT a n . E5MT (TYP) w }— 0 < NQTE: 1 MAX.7 a a 1, °_- 1' MAX. Z T 1. PIPE AND FITTINGS FROM MAW VALVE MA POST w _ a MARKER E R TO GATE VALVE SHALL BE BRASS DOUBLE STRAP SADDLE �� CL C) CONFORMING TO AWWA 0800. ALL OTHER PIPE AND FITTINGS TO BE (ROMAC 202S, 2"IPT) WATERMAIN NOTE: MARKER POST PAINTED WITH 2 TOP COATS OF FARWEST PAINT CASE W UNSCH. 40 LESS ESS OTHERWSENIZED NOTTEDT AR WITHOUT SIDEWALK WITH SIDEWALK WITH SIDEWALK EELYELLOW PN #X3472. LETTERS SHALL BE 2" HIGH AND STENCILED IN COATING REQUIRED BETWEEN MAIN BLACK PAINT. z > & BOX FOR AIR VAC. IN R/ili/ IN E S IMT LIJ z 2. ALL ABOVE GROUND GALV. TO BE rw F_ PAINTED FARWEST PAINT CASE MARKER P0 r YELLOW PN # X3472, TWO COATS. NOTES; (� NTS < 3. SWING JOINTS SHALL BE DOUBLE STREET 1. WATER SERVICES SHALL BE LOCATED AT LEAST 5' FROM ELBOWS OR 2 90° BENDS & NIPPLES. POWER VAULTS, HAND HOLES AND/OR LIGHT STANDARDS. 2. CUSTOMER SIDE OF METER BOX APPROXIMATELY 2" INSIDE EACH BOX. r� SUR DI[SMCTNO, � rw AIR/VAC VALVE ASSEMBLY - BASE MAP J B - c � � NTS t"w METER. BOX LOCATION CONSTRUCTION .. ,,, SHEET OF5 NTS DRAWINGS: DATE: 3 DRAWING J z ui 77z z m oc rrl m cnO 0 0 � �z Z n 1 D C3 m 5 7 oc rrl ~"o 0 0 � �z Z n 1 C3 m 5 7 CONSTRUCTION PROVISIONS 1. STANDARD SPECIFICATIONS THE PROJECT IS TO BE BUILT AND CONSTRUCTED IN ACCORDANCE WITH THE "2012 STANDARD SPECIFICATIONS FOR ROAD, BRIDGE, AND MUNICIPAL CONSTRUCTION," PREPARED JOINTLY BY THE WASHINGTON STATE DEPARTMENT OF TRANSPORTATION AND THE WASHINGTON STATE CHAPTER OF THE AMERICAN PUBLIC WORKS ASSOCIATION AS AMENDED REGULARLY BY THE WASHINGTON STATE DEPARTMENT OF TRANSPORTATION, AND HEREINAFTER REFERRED TO AS THE "STANDARD SPECIFICATIONS," EXCEPT WHERE HEREIN SUPPLEMENTED OR MODIFIED IN THESE DOCUMENTS. IMPROVEMENTS IN KING COUNTY RIGHT-OF-WAY SHALL ALSO CONFORM TO THE LATEST REVISION OF THE KING COUNTY ROAD STANDARDS, IN CASES OF CONFLICT THE FOLLOWING SUPPLEMENTS AND MODIFICATIONS SUPERSEDE THE STANDARD SPECIFICATIONS. 2. TRAFFIC MAINTENANCE AND PROTECTION ALL WORK SHALL BE PERFORMED WITH DUE REGARD FOR THE SAFETY AND CONVENIENCE OF THE PUBLIC AND SO THAT INTERFERENCE WITH AUTOMOTIVE AND PEDESTRIAN TRAFFIC WILL BE MINIMIZED. FLAGGING PERSONNEL, BARRICADES, SIGNS AND TRAFFIC CONTROL FURNISHED OR PROVIDED SHALL CONFORM TO THE STANDARDS ESTABLISHED IN THE LATEST EDITION OF THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES. ALL FLAGGERS SHALL BE CERTIFIED AND CARRY IN THEIR POSSESSION A CARD THAT VERIFIES THEY HAVE SUCCESSFULLY COMPLETED TRAINING TO BECOME A CERTIFIED FLAGGER. THE DISTRICT MAY REQUIRE THE CONSTRUCTION OF TWO-WAY BRIDGES OF APPROVED CONSTRUCTION ON STREETS WITH HIGH TRAFFIC VOLUME. WHERE DETOURS ARE BUILT, THEY SHALL BE GRADED AND MAINTAINED TO THE SATISFACTION OF THE DISTRICT. WHERE CONSTRUCTION HAS BEEN COMPLETED OR IS IN PROGRESS IN EXISTING STREETS, THE STREETS SHALL BE GRADED AND MAINTAINED TO THE SATISFACTION OF THE DISTRICT. NO DETOURS FOR FOOT TRAFFIC SHALL BE MORE THAN ONE BLOCK IN LENGTH AND WHERE CROSSING TRENCHES, DETOURS SHALL BE PROVIDED WITH ADEQUATE FOOTBRIDGES WITH HANDRAILS. AT LEAST ONE HALF OF EXISTING STREETS SHALL BE LEFT OPEN FOR TRAFFIC AND EMERGENCY VEHICLES AT ALL TIMES. 3. CONFINEMENT OF CONTRACTOR'S OPERATIONS THE CONTRACTOR SHALL CONFINE CONSTRUCTION ACTIVITIES WITHIN THE PROPERTY OF THE DEVELOPER AND THE LIMITS OF EASEMENTS AND CONSTRUCTION/RIGHT-OF-WAY PERMITS OUTSIDE OF THE DEVELOPER'S PROPERTY. ALL WORK ON EASEMENTS AND PERMIT AREAS OUTSIDE THE DEVELOPER'S PROPERTY SHALL BE PERFORMED IN STRICT COMPLIANCE WITH THE PROVISIONS OF THE EASEMENT OR PERMIT. ANY DAMAGE TO PROPERTY OR PERSONS FROM ANY ENCROACHMENT BEYOND THESE LIMITS SHALL BE THE RESPONSIBILITY OF THE DEVELOPER. EQUIPMENT AND MATERIALS STORAGE SHALL BE CONFINED TO THE DEVELOPER'S PROPERTY. PIPE STRUNG ON PUBLIC RIGHTS-OF-WAY SHALL BE PLACED A SAFE DISTANCE FROM ANY TRAVELED ROAD IN SUCH MANNER AS TO AVOID ACCIDENTAL ROLLING ONTO THE ROAD. NO DRIVEWAYS SHALL BE BLOCKED. LIGHTED BARRICADES IN AN ADEQUATE NUMBER AND LOCATION PURSUANT TO STATE, COUNTY AND LOCAL REGULATIONS SHALL BE PROVIDED. 4. PLANS AND SPECIFICATIONS ACCESSIBLE THE DEVELOPER/CONTRACTOR SHALL HAVE ONE COPY OF THE PLANS AND SPECIFICATIONS CONSTANTLY ACCESSIBLE ON THE JOB. 5. TRENCH EXCAVATION, FOUNDATION BEDDING AND BACKFILL THE CONTRACTOR SHALL EXCAVATE ALL MATERIALS ENCOUNTERED TO THE DEPTH SHOWN ON THE DRAWINGS AS SPECIFIED, OR AS DIRECTED BY THE ENGINEER. THE TRENCH SHALL BE OVER -EXCAVATED 6 -INCHES BELOW THE SPECIFIED GRADE. THE CONTRACTOR SHALL THEN FURNISH AND PLACE A LAYER OF PIPE BEDDING MATERIAL PER SECTION 7-08.3(1)C OF THE STANDARD SPECIFICATIONS. AFTER THE PIPE IS IN PLACE, ADDITIONAL BEDDING MATERIAL SHALL BE PLACED AND TAMPED IN PLACE AROUND THE PIPE UP TO A POINT 1 -FOOT ABOVE THE TOP OF PIPE. PIPE BEDDING MATERIAL SHALL BE 5/8" MINUS CRUSHED SURFACING TOP COURSE. WHERE THE TRENCH BOTTOM IS IN A MATERIAL WHICH IS UNSUITABLE FOR FOUNDATION, OR MATERIAL WHICH WILL MAKE IT DIFFICULT TO OBTAIN UNIFORM BEARING FOR THE PIPE, SUCH MATERIAL SHALL BE REMOVED AND A STABLE FOUNDATION PROVIDED IN ACCORDANCE WITH PARAGRAPH 7-09.3(8) OF THE STANDARD SPECIFICATIONS. IN AREAS OUTSIDE OF PAVED SURFACES OR ROW AREAS, THE PORTION OF THE BACKFILL ABOVE THE POINT 1 -FOOT FROM THE TOP OF THE PIPE SHALL BE SUITABLE NATIVE BACKFILL OR FINELY DIVIDED EARTH, FREE FROM STONES LARGER THAN 2 -INCHES IN DIAMETER. THE MATERIAL SHALL BE CARRIED UP EVENLY ON BOTH SIDES OF THE PIPE SIMULTANEOUSLY IN APPROXIMATELY 6 -INCH LAYERS, AND EACH LAYER THOROUGHLY COMPACTED WITH APPROPRIATE TOOLS IN SUCH MANNER AS TO AVOID INJURING OR DISTURBING THE COMPLETED PIPELINE. ALL TRENCHES WITHIN THE RIGHT OF WAY OR UNDER PAVED SURFACES SHALL BE BACKFILLED USING 100% CRUSHED SURFACING TOP COURSE OR CRUSHED SURFACING BASE COURSE AS REQUIRED BY THE GOVERNING AGENCY. AT THE TIME OF COMPLETION OF BACKFILL AND COMPACTION, ALL TRENCH BACKFILL WITHIN THE RIGHT -OF --WAY SHALL BE MECHANICALLY COMPACTED TO 95% OF MAXIMUM DENSITY PER MODIFIED PROCTOR, ANY TRANSVERSE OPEN CUT WITHIN RIGHT-OF-WAY SHALL BE BACKFILLED ENTIRELY WITH 1i -CRUSHED SURFACING BASE COURSE, AS SPECIFIED IN SECTION 9-03.9(3) OF THE STANDARD SPECIFICATIONS, EXCEPT FOR SERVICES. BACKFILL WITH PEA GRAVEL OR SAND 6 INCHES BELOW AND 6 INCHES ON TOP OF THE SERVICE PIPE, THEN BACKFILL THE REST OF THE TRENCH WITH 1j" CRUSHED SURFACING BASE COURSE. BACKFILL COMPACTION ON PRIVATE EASEMENTS WHICH ARE NOT USED FOR DRIVING PURPOSES SHALL BE MECHANICALLY COMPACTED TO 90% OF MAXIMUM DENSITY PER MODIFIED PROCTOR. C. COVER OVER PIPELINES MAINS SHALL BE INSTALLED WITH A MINIMUM DEPTH OF COVER OF 36 -INCHES FOR 8 --INCH DIAMETER AND SMALLER MAINS AND 48 -INCHES FOR MAINS OVER 8 -INCHES IN DIAMETER. EXCEPTIONS WILL BE ALLOWED ONLY WITH THE PRIOR APPROVAL OF THE ENGINEER. MINIMUM SEPARATION BETWEEN WATER AND SEWER SHALL BE 18 -INCHES. MINIMUM SEPARATION BETWEEN ALL OTHER UTILITIES AND OTHER WATER MAINS SHALL BE 6 -INCHES WITH SAND CUSHION. 7. WATER METER LOCATIONS WATER SERVICES SHALL BE LOCATED AT LEAST 5 -FEET FROM POWER VAULTS, HAND HOLES, AND/OR LIGHT STANDARDS. 8. CONNECTION TO EXISTING WATER MAINS CONTRACTOR SHALL LEAVE EXISTING WATER LINES IN SERVICE UNTIL ACCEPTANCE OF THE NEW WATER LINES. THE CONTRACTOR SHALL NOTIFY THE WATER DISTRICT OPERATIONS MANAGER AND OTHER UTILITIES AT LEAST 48 HOURS (TWO WORKING DAYS) IN ADVANCE OF ANY CONSTRUCTION AND MAKE THE NECESSARY ARRANGEMENTS WITH THE WATER DISTRICT OPERATIONS MANAGER FOR THE CONNECTION TO THE EXISTING WATER MAIN. THE CONTRACTOR SHALL NOT OPERATE ANY GATE VALVE OF THE WATER SYSTEM BEFORE OR DURING CONSTRUCTION WITHOUT PRIOR APPROVAL OF THE WATER DISTRICT. THE WATER DISTRICT OPERATIONS MANAGER MAY ELECT TO FURNISH THE MATERIAL, EQUIPMENT, AND LABOR NECESSARY FOR MAKING THE CONNECTION AND THE CONTRACTOR SHALL PAY THE WATER DISTRICT ALL COSTS FOR THE CONNECTION. IN THE EVENT THE WATER DISTRICT OPERATIONS MANAGER DOES NOT ELECT TO MAKE THE CONNECTION, HE MAY AUTHORIZE THE CONTRACTOR TO FURNISH THE MATERIALS, EQUIPMENT AND LABOR NECESSARY FOR MAKING THE CONNECTION UNDER THE SUPERVISION OF THE WATER DISTRICT. WORK SHALL NOT BE STARTED UNTIL ALL OF THE MATERIALS, EQUIPMENT, AND LABOR NECESSARY TO PROPERLY COMPLETE WORK ARE ASSEMBLED ON THE SITE. ONCE WORK HAS STARTED ON A CONNECTION, IT SHALL PROCEED CONTINUOUSLY WITHOUT INTERRUPTION AND AS RAPIDLY AS POSSIBLE UNTIL COMPLETED. EXISTING MAINS SHALL BE THOROUGHLY CLEANED PRIOR TO CONNECTIONS. STEEL MAINS SHALL HAVE EXTERIOR COATINGS REMOVED PRIOR TO GASKET INSTALLATION. UPON COMPLETION, ALL EXPOSED METAL SURFACES SHALL BE RECOATED WITH VERSIL-PAK, GRADE 3 PROTECTIVE WRAPPING, OR APPROVED EQUIVALENT FOR CORROSION PROTECTION. 9. BLOCKING ALL FITTINGS ARE TO BE BLOCKED WITH POURED CONCRETE AGAINST UNDISTURBED SOIL WITH SUFFICIENT CONCRETE AND 3/4 -INCH ANCHOR RODS, IF REQUIRED, TO RESIST THE RESULTANT FORCES. BLOCKING SHALL PROVIDE FOR REMOVAL OF ANY CONNECTION TO THE FITTING WITHOUT DAMAGE TO THE FITTING. WHERE UNFAVORABLE GROUND CONDITIONS ARE ENCOUNTERED, SPECIAL BLOCKING WILL BE REQUIRED AS DIRECTED BY THE ENGINEER IN THE FIELD. WHEN DIGGING NEAR FITTINGS OF EXISTING PIPELINES, TEMPORARY WOOD BLOCKING SHALL BE INSTALLED TO PREVENT BLOWOUTS. SEE STANDARD DETAILS FOR THRUST BLOCKING DETAILS. THE USE OF MANUFACTURED CONCRETE ANCHORS IS ACCEPTABLE. G) c m� m 10. WATERWORKS TESTING TESTING OF LINES SHALL BE IN ACCORDANCE WITH SECTION 7-11.3(11) AND (12)N ACCORDING TO THE STANDARD SPECIFICATIONS. MINIMUM TEST PRESSURE SHALL BE 250 PSI AT 15 MINUTES WITH NO BLEED OFF ALLOWED. DISINFECTION SHALL BE PER SECTION 7-11.3(12). DECHLORINATION SHALL BE WITH ASCORBIC ACID. SODIUM THIOSULFATE SHALL NOT BE ALLOWED. ` 0 11. REPAIR OF PIPELINE FAILURES a BROKEN OR OTHERWISE DEFECTIVE PIPE SHALL BE REMOVED AND REPLACED. REPAIR BANDS OR CLAMPS SHALL cUn NOT BE USED TO REPAIR BROKEN PIPE. Q 12. JACKED CROSSING w a AT LOCATIONS SHOWN ON THE PLANS, WATER MAIN CROSSINGS OF ARTERIAL STREETS SHALL BE MADE BY JACKING, DRIVING, OR AUGURING A STEEL CASING PIPE BENEATH THE SURFACE. STAKING REQUEST TO THE ENGINEER SHALL BE MADE A MINIMUM OF 5 WORKING DAYS PRIOR TO THE BEGINNING OF EXCAVATION OF THE BORE PIT. JACK CASING SHALL BE LAID AT THE SPECIFIED GRADE AND ALIGNMENT WHILE MAINTAINING CLEARANCE. IF CASING DOES NOT PROVIDE THIS IT SHALL BE ABANDONED, FILLED, AND A NEW CASING INSTALLED TO MEET THIS LINE AND GRADE REQUIREMENT. NO OPEN EXCAVATION SHALL BE MADE CLOSER THAN 6 -FEET FROM THE EDGE OF PAVEMENT. DIAMETER OF CASING PIPE SHALL BE SUFFICIENT TO WITHSTAND INSTALLATION FORCE AND HIGHWAY LOADING. IT SHALL NOT HAVE LESS THAN 1/4 -INCH WALL THICKNESS. AFTER THE WATER PIPE HAS BEEN ADJUSTED TO GRADE, MOIST SAND SHALL BE TAMPED INTO THE CASING PIPE SO THAT ALL VOIDS WILL BE FILLED, o AND THEN THE ENDS OF THE CASING SHALL BE SEALED WITH BRICK AND MORTAR. 13. WATER SUPPLY WATER SUPPLY FOR FILLING, TESTING, AND FLUSHING OF THE NEW MAINS WILL BE AVAILABLE FROM THE EXISTING DISTRIBUTION SYSTEM; HOWEVER THE CONTRACTOR WILL BE BILLED BY THE WATER DISTRICT FOR THE WATER f USED AT THE CURRENT BULK WATER RATE PER 100 CUBIC FEET. FIRE HYDRANT METER AND DOUBLE CHECK VALVE FOR T FILLING AND FLUSHING THE MAIN SHALL BE RENTED FROM THE DISTRICT OFFICE. THE CONTRACTOR SHALL BE RESPONSIBLE FOR FLUSHING THE PIPELINE AND SHALL FURNISH ALL LABOR, EQUIPMENT, AND MATERIALS NECESSARY TO ACCOMPLISH THE WORK. FLUSHING SHALL BE DONE UNDER THE - o SUPERVISION OF WATER DISTRICT NO. 90, WHOM THE CONTRACTOR SHALL NOTIFY NOT LESS THAN 24 HOURS +00 m IN ADVANCE. 1 WATER DISCHARGED DURING TESTING OR FLUSHING SHALL BE DECHLORINATED WITH ASCORBIC ACID. ug o N SODIUM THIOSULFATE IS NOT AN ACCEPTABLE REAGENT. y 14. EXISTING UTILITIES CD z 1 THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL EXISTING UTILITIES WELL ENOUGH IN ADVANCE OF p THE EXCAVATION TO PREVENT DAMAGE DURING CONSTRUCTION. THE CONTRACTOR SHALL BE RESPONSIBLE~ .� 00 w ,� FOR ANY DAMAGE WHATSOEVER RESULTING FROM HIS OPERATIONS ON THE PROJECT. 15. ZONE VALVE IF A ZONE VALVE IS CREATING A DEAD END ON BOTH SIDES THEN A BLOW OFF MUST BE ADDED ON BOTH SIDES OF THE ZONE VALVE. 18. DISINFECTION f 0 THE CONTRACTOR SHALL SWAB DOWN ALL PIPE AND FITTINGS WITH A BLEACH SOLUTION PRIOR TO INSTALLATION PER ` o AWWA C651.05. 1/4" CAP OF GRANULAR HTH CHLORINE PER STICK OF PIPE OR ONE CALCIUM HYPOCHLORITE TABLETco (STICK TAB) PER STICK OF PIPE IS REQUIRED FOR DISINFECTION. `�-, © r 0 N Z Z Q 17. PIPE ABANDONMENT FOR ABANDONMENT OF STEEL OR Cl PIPES, PLUG BOTH ENDS OF ABANDONED PIPE. FOR ABANDONMENT OF AC PIPES, THE o CONTRACTOR SHALL OBTAIN AN AC PIPE WAIVER FROM EITHER KING COUNTY OR THE CITY OF RENTON; OTHERWISE, IT 0 o SHALL BE REMOVED AND PROPERLY DISPOSED. FOR ABANDONMENT OF SERVICES, REMOVE CORP AND PLUG SADDLE. z THE CONTRACTOR SHALL NOTIFY THE WATER DISTRICT OPERATIONS MANAGER AT LEAST 48 HOURS (TWO WORKING DAYS) c � Q o IN ADVANCE OF SERVICE ABANDONMENT FOR SCHEDULING AND CUSTOMER NOTIFICATION. W-383505 R- 383518 WAHR DIS'MCT NO. APPROVED CONSTRUCTION DRAWINGS: DATE. bi N con z tet- E CD o 1 i I C SHEET 4 rn � a� >> 5 CU CU m aj o w as o 0 �— m00 z � MI cn a: m w Z -000 m Ln z LJJ > 0 � x w O CD ai o -c w o ca o z CL C/), LIJ Z bi N con z BASE MAP 0 1 i I o SHEET 4 OF >> 5 a CD Z ' w o BASE MAP 0 B_2 SHEET 4 OF 5 cn O o 0 �— z � C /) cn Z z z LJJ > 0 MEOW ^00 CL 0 �. C/), LIJ Z Z cr_ uj O — 0 c) c L o Z � Q � � g O W LLJ w Q Z O In U BASE MAP B_2 SHEET 4 OF 5 DRAWING MATERIALS 1. DUCTILE IRON PIPE PIPE SHALL BE NEW 1/16 -INCH CEMENT MORTAR -LINED, SEAL -COATED, THICKNESS CLASS 52 CONFORMING TO THE STANDARD SPECIFICATIONS 9-30.1(1) UNLESS NOTED ELSEWHERE ON THE PLANS. JOINTS SHALL BE PUSH - ON TYPE WITH RUBBER GASKET WHICH FITS INTO AN ANNULAR GROOVE. JOINTS AT VALVES OR FITTINGS MAY BE MECHANICAL JOINT OR FLANGED DEPENDING ON SPECIFICATION AND DRAWING REQUIREMENTS. PIPE SHALL BE US PIPE, ACIPCO, GRIFFEN OR PACIFIC STATES. 2. POLYETHYLENE ENCASEMENT ALL MAINS SHALL BE FULLY WRAPPED WITH 8 -MIL POLYETHYLENE PER ANSI/AWWA 0105. 3. FITTINGS FITTINGS FOR DUCTILE IRON PIPE SHALL CONFORM TO SECTION 9-30.2(1) OF THE STANDARD SPECIFICATIONS AND MAY BE FLANGED, MECHANICAL, OR PUSH -ON AS REQUIRED. RESTRAINED MECHANICAL JOINTS TO BE MEG -A - LUG, MANUFACTURED BY EBBA IRON, INC. FIELD-LOK GASKETS MAY BE USED IF SPECIFIED ON THE DRAWINGS OR DIRECTED BY THE ENGINEER. ONLY DI OR BRASS FITTINGS ALLOWED. DI FITTINGS SHALL BE TYLER, TYTON, OR HARCO. TRANSITION COUPLINGS AND SADDLES SHALL BE ROMAC OR SMITH & BLAIR. BRASS FITTINGS SHALL BE MUELLER OR FORD. ALL BRASS SHALL BE LEAD FREE. 4. FIRE HYDRANTS FIRE HYDRANTS SHALL BE CLOW MEDALLION, MUELLER CENTURION 250, OR M&H 929 AND CONFORM TO THE LATEST REVISION OF AWWA C-502, EXCEPT AS HEREIN MODIFIED. HYDRANT SHALL HAVE A MINIMUM OF 5 -1/4 -INCH MAIN VALVE OPENING AND A 6 -INCH MECHANICAL JOINT OUTLET. HYDRANT RUNS SHALL BE RESTRAINED WITH: A) FLANGED PIPE (SHORT RUNS ONLY), B) TWO 3/4 -INCH DIAMETER TIE RODS, OR C) MEG -A -LUGS. FURNISH A 6 -INCH AUXILIARY GATE VALVE FLANGED TO MAIN TEE WITH A VALVE BOX AND A RISER TO SUIT TRENCH DEPTH AT EACH INSTALLATION. HYDRANT SHALL BE FURNISHED WITH BREAK -OFF FLANGE ON BARREL AND BREAK -OFF COUPLING FOR THE STEM. THE HYDRANT SHALL BE FURNISHED WITH TWO 2 -1/2 -INCH HOSE CONNECTIONS WITH NATIONAL STANDARD THREADS AND ONE 4 -INCH PUMPER CONNECTION WITH SEATTLE THREADS, (#475) ALL PORT END CAPS SHALL BE 1 -1/4 -INCH. OPERATING NUTS SHALL BE 1 -1/4 -INCH AND SHALL TURN COUNTERCLOCKWISE TO OPEN. NOZZLES SHALL BE FITTED WITH RENEWABLE BRONZE NIPPLES LOCKED IN PLACE. ALL HYDRANTS SHALL BE PAINTED WITH TWO TOP COATS OF FARWEST PAINT CASE YELLOW PN# X3472. HYDRANTS SHALL BE EQUIPPED WITH A 4 -INCH SEATTLE THREAD (#475) BY 5 -INCH LOCKING STORZ ADAPTER MEETING OR EXCEEDING THE FOLLOWING SPECIFICATIONS: A. STORZ ADAPTER TO BE FORGED AND/OR EXTRUDED 6061-T6 ALUMINUM ALLOY, HARDCOAT ANODIZED. B. THREADED PORTION TO HAVE NO LUGS AND TWO SET SCREWS 180' APART. C. STORZ FACE TO BE METAL, NO GASKET TO WEATHER. D. STORZ CAP SHALL BE FORGED AND/QR EXTRUDED 6061-T6 ALUMINUM ALLOY WITH ANODIZED HARDCOAT AND SYNTHETIC MOLDED RUBBER GASKET. E. STORZ CAP TO BE ATTACHED TO HYDRANT ADAPTER WITH 1/8 -INCH COATED S.S. AIRCRAFT CABLE. F. CAP TO BE CONNECTED AND DISCONNECTED WITH STORZ WRENCHES ONLY. TORQUE TO BE SUFFICIENT SO CAP CANNOT BE REMOVED BY HAND. G. REMOVE ALL CHAINS. BLUE REFLECTIVE MARKERS SHALL BE TYPE 1 AS DESCRIBED IN SECTION 9-21.1 OF THE STANDARD SPECIFICATIONS, SHALL MEET THE REQUIREMENTS OF UFC SECTION 1001.8. THE HYDRANT SHALL BE STENCILED IN 2" HIGH LETTERS WITH THE DISTANCE TO THE FOOT VALVE IN FEET AND INCHES. 5. FIRE HYDRANT GUARD POSTS GUARD POSTS SHALL CONFORM TO STANDARD SPECIFICATIONS 9-30.5(6) AND BE BURIED TO A MINIMUM DEPTH OF 3 FEET. GUARD POSTS SHALL BE SET WITH THEIR TOPS AT THE SAME ELEVATION AS THE BONNET FLANGE OF THE HYDRANT. THE EXPOSED PORTION OF THE GUARD POSTS SHALL BE PAINTED WITH TWO TOP COATS OF FARWEST PAINT CASE YELLOW PN# X3472. GUARD POSTS SHALL BE INSTALLED WHERE DIRECTED BY ENGINEER OR DISTRICT. 8. CUT -IN CONNECTIONS ALL CUT -IN CONNECTIONS SHALL USE TWO SLEEVES. THE USE OF "WEDDING RINGS" WILL NOT BE ALLOWED. 7. WET TAPS TAPPING SLEEVE SHALL BE JGM 412 STEEL OR ROMAC "SST" STAINLESS STEEL SLEEVE WITH FULL COVERAGE RUBBER GASKET. VALVE SHALL BE A RESILIENT SEATED VALVE MADE FOR TAPPING, U.S. PIPE METROSEAL 250. SUBMITTALS REQUIRED FOR ALL WET TAP MATERIALS. NO WET TAP SHALL BE MADE WITHIN 2 -FEET OF THE END OF THE PIPE SEGMENT BEING TAPPED. BRICK BLOCKING SHALL BE USED UNDER ALL VALVES FOR SUPPORT AND FOAM RING SHALL BE USED AS CUSHION BETWEEN THE VALVE AND VALVE BOX. 8. GATE VALVES GATE VALVES SHALL BE BRONZE -MOUNTED RESILIENT SEAT WEDGING DEVICES AND SHALL MEET THE REQUIREMENTS OF AWWA C515-01 (DUCTILE IRON BODY AND BONNET) AND C550-05. VALVES SHALL HAVE AN 0 -RING STUFFING BOX, VALVE END CONNECTIONS MAY BE FLANGED, MECHANICAL JOINT OR PUSH -ON AS REQUIRED. VALVE STEM EXTENSIONS WITH PLATE WELDED TO OPERATING NUT WILL BE REQUIRED WHERE OPERATING NUT IS MORE THAN 4 FEET BELOW SURFACE. THE VALVE STEM EXTENSION TOP SHALL BE INSTALLED WITHIN 18 INCHES TO 24 INCHES BELOW FINISH GRADE. GATE VALVES SHALL BE KENNEDY, M&H, OR MUELLER. FOAM RING SHALL BE USED AS CUSHION BETWEEN THE VALVE AND VALVE BOX. INSTALL BLOW OFF ON EITHER SIDE OF ANY CLOSED VALVE OR ZONE VALVE, 9. AIRNAC AIR/VAC VALVE SHALL BE VALMATIC OR CRISPIN. 10. VALVE MARKER POSTS VALVE MARKER POSTS SHALL BE FURNISHED AND INSTALLED AS DIRECTED. MARKER POSTS SHALL BE TRIVIEW FLEX 66" BLUE, NO. P69254, WITH WARNING LABEL GIVING THE FOLLOWING INFORMATION: THE SIZE OF THE VALVE (E.G. 6 -INCH GATE VALVE), AND THE DISTANCE IN FEET AND INCHES TO THE VALVE. THE LETTER SIZE SHALL BE 2 -INCH HIGH. MARKERS SHALL BE PLACED AS DIRECTED BY THE ENGINEER. MARKERS SHALL BE SET SO AS TO LEAVE 18 INCHES EXPOSED ABOVE GRADE. 11. VALVE BOX CAST IRON VALVE BOX WITH LID MARKED "WATER", 4" DEEP TAPERED VALVE BOX COVER, VALVE BOX TOP AND VALVE BOX BOTTOM FROM EAST JORDAN GROUP INC. SHALL BE USED. EACH BOX SHALL BE ADJUSTED TO MATCH THE FINISH GRADE TO THE VALVE LOCATION. VALVE BOX COVERS SHALL BE PAINTED BLUE AS DESIGNATED BY THE WATER DISTRICT. ORIENT THE VALVE BOX SO THE "EARS" ARE SET THE SAME AS THE PIPE DIRECTION. VALVE BOXES SHALL BE RAISED TO GRADE FOR FINAL OVERLAY. NO RISERS ALLOWED. PROVIDE 4 --INCH THICK BY 4 -FOOT WIDE ASPHALT OR CONCRETE COLLAR AROUND VALVE BOX COVERS IN UNIMPROVED AREAS, LANDSCAPE AREAS AND EASEMENTS. FOAM RING SHALL BE USED AS CUSHION BETWEEN THE VALVE AND VALVE BOX. VALVE BOXES SHALL BE EAST JORDAN IRON WORKS (EJIW) 8555 VALVE BOX TOP WITH EJIW 6800 VALVE BOX COVER. 12. PIPE BEDDING MATERIAL 5/8 -INCH MINUS IMPORT BACKFILL SHALL BE USED WHEN NATIVE MATERIAL AT THE TRENCH BOTTOM IS STONY OR OTHERWISE NON-UNIFORM. 13. CRUSHED GRAVEL SURFACING CRUSHED GRAVEL SURFACING SHALL CONFORM TO THE REQUIREMENTS OF SECTION 9-03.9(3) OF THE STANDARD SPECIFICATIONS. 14. BACKFILL GRAVEL BACKFILL GRAVEL SHALL BE MADE WITH FINELY DIVIDED EARTH FREE FROM STONES LARGER THAN 2 ---INCHES IN DIAMETER. 15, ASPHALT CONCRETE PATCH WHERE ASPHALT CONCRETE PATCH IS SCHEDULED, THE EXISTING SURFACE SHALL BE CUT ON A NEAT LINE WITH A CUTTING DISC OR SIMILAR APPROVED TOOL PRIOR TO EXCAVATION. FOLLOWING BACKFILL AND COMPACTION OF THE TRENCH, AND IMMEDIATELY PRIOR TO RESURFACING, THE EDGES OF THE SURFACING SHALL BE RE -TRIMMED 6 -INCHES WIDER THAN THE EXCAVATION WITH STRAIGHT VERTICAL EDGES FREE FROM IRREGULARITIES. THE SUBGRADE SHALL BE CONSTRUCTED 5/8 --INCH MINUS CRUSHED SURFACING BASE COURSE PLACED TO A COMPACTED THICKNESS OF 6 -1/2 -INCHES. CLASS B ASPHALT CONCRETE SHALL THEN BE PLACED AND COMPACTED IN 2 -INCH LIFTS UP TO A MAXIMUM 4 -INCH THICKNESS TO MATCH THE EXISTING GRADE OF THE ORIGINAL SURFACE. ALL ASPHALT JOINTS SHALL BE SEALED WITH APPROVED SEALER. RESTORATION SHALL BE PER KING COUNTY OR CITY OF RENTON SPECIFICATIONS DEPENDING ON JURISDICTION. 15. SERVICE TAP SERVICE TAP 1-1/2" OR HIGHER SHALL BE IRON PIPE WITH ROMAC OR SMITH AND BLAIR DOUBLE STRAP SERVICE SADDLE. 17. NIPPLES HARCO DI NIPPLES AND FITTINGS MAY BE USED INSTEAD OF BRASS. GALVANIZED PIPING IS NOT ALLOWED. ONLY DI OR BRASS NIPPLES AND FITTINGS WILL BE ALLOWED. SURFACE RESTORATION ALL UNPAVED SURFACES SHALL BE RESTORED TO A CONDITION EQUAL TO THAT WHICH EXISTED PRIOR TO CONSTRUCTION. ALL TREES, SHRUBS, AND ANY IMPROVEMENTS SHALL BE SAVED, RELOCATED, OR REPLACED BY CONTRACTOR UNLESS SPECIFICALLY NOTED OTHERWISE ON THE DRAWINGS OR IN EASEMENT STIPULATIONS. PRE -CONSTRUCTION PHOTOGRAPHS SHALL BE USED TO APPROVE RESTORATION. �i i"AA11 IM BEFORE THE WORK SHALL BE CONSIDERED COMPLETE, THE DEVELOPER/CONTRACTOR SHALL CLEAN OUT DITCHES THAT MAY HAVE BEEN FILLED DURING THE WORK, REPLACE DAMAGED SURFACING, REMOVE SURPLUS MATERIALS AND TRASH AND DISPOSE OF BRUSH, REPAIR ALL DAMAGES, AND OTHERWISE LEAVE THE WORK SITE/AREA IN A NEAT, ORDERLY AND WORKMANLIKE CONDITION. DUST CONTROL SHALL BE PROVIDED DURING THE PROGRESS OF THE WORK AND DURING CLEANUP. THE CONTRACTOR SHALL KEEP EXISTING ROADS AND STREETS ADJACENT TO OR WITHIN THE LIMITS OF THE PROJECT OPEN TO AND MAINTAINED IN A GOOD AND SAFE CONDITION FOR TRAFFIC AT ALL TIMES PER THE DISTRICT, CITY, OR COUNTY REQUIREMENTS. THE CONTRACTOR SHALL REMOVE, ON A DAILY BASIS, ANY DEPOSITS OR DEBRIS THAT MAY HAVE ACCUMULATED ON THE ROADWAY SURFACE AS A RESULT OF CONSTRUCTION OPERATIONS. REMOVAL SHALL BE PERFORMED ON A MORE FREQUENT BASIS SHOULD THE DISTRICT DETERMINE THAT SUCH REMOVAL IS NECESSARY. LANDSCAPING LANDSCAPE RESTORATION SHALL BE PERFORMED BY CONTRACTOR USING THE SERVICES OF A QUALIFIED LANDSCAPE GARDENER WHOSE PRINCIPAL BUSINESS IS THIS TYPE OF WORK. WHERE ORNAMENTAL TREES AND SHRUBBERY ARE IN THE WORK AREA, THEY SHALL BE CAREFULLY REMOVED WITH THE EARTH SURROUNDING THEIR ROOTS WRAPPED IN BURLAP AND REPLANTED IN THEIR ORIGINAL POSITIONS WITHIN 4 DAYS. WORK MAY BE REQUIRED TO BE HALTED ELSEWHERE ON THE PROJECT TO ENSURE THIS WORK IS DONE IN A TIMELY MANNER. TREE AND SHRUBBERY REMOVAL AND TRANSPLANTING WILL BE DONE ONLY BY A LANDSCAPE GARDENER. ORNAMENTAL TREES AND SHRUBBERY MUST BE PROTECTED, BUT IF THROUGH SOME UNAVOIDABLE SITUATION SUCH TREES OR SHRUBBERY ARE DESTROYED OR DAMAGED, WHETHER IN PUBLIC OR PRIVATE PROPERTY, THEY SHALL BE REPLACED BY CONTRACTOR WITH MATERIAL OF EQUAL QUALITY AND NO ADDITIONAL COMPENSATION WILL BE ALLOWED FOR SUCH REPLACEMENT. CONTRACTOR SHALL TAKE EVERY PRECAUTION TO PROTECT EXISTING ORNAMENTAL TREES THAT ARE NOT REMOVED. PROTECTION MAY INCLUDE TYING BACK EXISTING LIMBS WHERE NECESSARY FOR WORK ROOM. SUCH TYING BACK SHALL BE DONE CAREFULLY TO AVOID BREAKAGE OR OTHER LIMB DAMAGE. NO LIMBS SHALL BE REMOVED OR TRIMMED WITHOUT THE WRITTEN PERMISSION OF THE PROPERTY OWNER, WITH A COPY OF SUCH PERMISSION GIVEN TO OWNER. IF SUCH REMOVAL OR TRIMMING IS APPROVED IN WRITING, IT SHALL BE PERFORMED IN A PROFESSIONAL MANNER BY A QUALIFIED LANDSCAPE GARDENER. FILTER FABRIC -GRATE �CATCH BASIN NOTE: MAY ONLY BE USED WHERE PONDING OF WATER ABOVE CB WILL NOT CAUSE TRAFFIC PROBLEMS AND WHERE OVERFLOW WILL NOT RESULT IN EROSION OF SLOPES. /_ GRATE 77 OVERFLOW CB INSERT FILTER MEDIA POROUS__77 BOTTOM CATCH BASIN INSERT SHALL HAVE 0.5 C.F. MIN STORAGE VOLUME, THE MEANS TO DEWATER STORED SEDIMENT, AN OVERFLOW, AND BE EASILY MAINTAINED. CB PROTECTION DETAIL. N TS EROSION CONTROL CONTRACTOR SHALL EXERCISE ALL NECESSARY PRECAUTIONS THROUGHOUT THE LIFE OF THE CONTRACT TO PREVENT POLLUTION, EROSION, SILTATION AND DAMAGE TO ANY WATER COURSES. CONTRACTOR SHALL PREVENT SLOUGHING AND RAVELING OF CUT SLOPES AND NATURAL SLOPES THAT ARE DISTURBED. SURFACE RUNOFF SHALL BE PREVENTED FROM FLOWING INTO EXCAVATIONS BY USING CURBS, BERMS, DRAINAGE DITCHES, SWALES OR OTHER APPROVED METHODS. MANAGEMENT OF WATER PUMPED FROM EXCAVATIONS AND FLOWING FROM DISTURBED AREAS DURING CONSTRUCTION IS THE RESPONSIBILITY OF THE CONTRACTOR. TEMPORARY EROSION PROTECTION SHALL BE USED AND MAINTAINED DURING CONSTRUCTION TO PROTECT SLOPE SURFACES, ADJACENT AREAS AND RECEIVING WATERS. AS TEMPORARY EROSION PROTECTION, STRAW, JUTE MATTER, VISQUEEN SHEETING OR OTHER APPROVED FORMS OF GROUND COVER SHALL BE USED ON ALL AREAS DISTURBED BY CONSTRUCTION. SLOPED SURFACES SHALL BE RESTORED SO THAT SURFACE RUNOFF DOES NOT BECOME CHANNELED OR FLOW ALONG THE WATER LINE ALIGNMENT, TO PROMOTE REVEGETATION, DISTURBED AREAS SHALL BE COVERED WITH 2 TO 3 -INCHES OF VEGETATIVE SOIL SUCH AS THE STRIPPED FOREST DUFF AND ORGANIC SOIL, OR IMPORTED TOPSOIL. THE VEGETATIVE SOIL SHALL BE TRACKED IN PLACE WITH THE EQUIPMENT RUNNING PERPENDICULAR TO THE SLOPE CONTOURS SO THAT THE TRUCK GROUSER MARKS PROVIDE A TEXTURE TO HELP RESIST EROSION. THEREAFTER, ALL DISTURBED AREAS SHALL BE HYDROSEEDED. IN ORDER TO EFFECTIVELY CONTROL POLLUTION, EROSION, RUN-OFF AND RELATED DAMAGE, CONTRACTOR SHALL SUBMIT TO ENGINEER FOR REVIEW AND APPROVAL AND PRIOR TO COMMENCING CONSTRUCTION A WRITTEN PLAN FOR PERFORMING ITEMS OF TEMPORARY WORK INCLUDING BUT NOT LIMITED TO, THE FOLLOWING: CONSTRUCTING DITCHES, SANDBAG BERMS, CULVERTS, SILT FENCES, ETC., TO CONTROL SURFACE WATER. PROTECTING SLOPES BY COVERING OR BY OTHER MEANS UNTIL PERMANENT EROSION CONTROL MEASURES ARE EFFECTIVE. TEMPORARY SHORING OF TRENCH EXCAVATIONS. IN ADDITION, CONTRACTOR, AS A MINIMUM, SHALL: NOT ALLOW DISCHARGE OF GROUND AND/OR SURFACE WATERS FROM PIT SITES OR TRENCH EXCAVATIONS TO THE ADJACENT WETLANDS OR STREAMS, IF THE WATER TO BE DISCHARGED CONTAINS SILT OR OTHER FOREIGN MATERIALS. NOT ALLOW DISCHARGES FROM PIT OR TRENCH EXCAVATIONS TO INCREASE THE EXISTING TURBIDITY OF THE RECEIVING WATERS. TAKE NECESSARY STEPS TO CONTROL DRAINAGE AND/OR EROSION FROM THE CONSTRUCTION AREA TO MINIMIZE SILT AND SEDIMENT POLLUTION OF ADJACENT WETLANDS AND STREAMS. WHEN THE TEMPORARY CONTROL FACILITIES ARE NO LONGER NEEDED, THEY SHALL BE REMOVED AND THE AREAS RESTORED TO A CONDITION BETTER THAN OR EQUAL TO THEIR ORIGINAL CONDITION. IN THE EVENT THAT A SUSPENSION OF WORK IS ORDERED FOR AN EXTENDED PERIOD OF TIME, CONTRACTOR SHALL TAKE ALL ACTION NECESSARY TO CONTROL EROSION, POLLUTION AND RUN-OFF DURING THE SHUTDOWN PERIOD. RESTORATION WITHIN KING COUNTY: RESTORATION SHALL BE PER KCC 16.82, KING COUNTY GRADING PERMIT CONDITIONS, AND AS DIRECTED BY THE KING COUNTY INSPECTOR. WITHIN CITY OF RENTON: RESTORATION SHALL BE PER CITY OF RENTON UTILITY PERMIT OR CONSTRUCTION STANDARDS. LAWN (CULTIVATED IN AREAS WHERE EXISTING LAWNS ARE DISTURBED, THE LAWNS SHALL BE REPLACED WITH A MINIMUM OF 4 -- INCHES OF NEW TOPSOIL AND EITHER EXISTING OR NEW SOD TO MATCH THE REMOVED SOD. RESEEDING WILL NOT BE ALLOWED. LAWN (UNCULTIVATED), PASTURE OR VACANT LAND UNCULTIVATED LAWNS, PASTURE, AND VACANT LAND SHALL BE RESTORED WITH A PASTURE GRASS IN ADDITION TO THE PROTECTION, RESTORATION, OR REPLACEMENT OF ANY IMPROVEMENTS OR TREES OTHERWISE CALLED FOR. DISTURBED AREAS SHALL NOT BE LEFT UNPROTECTED FOR LONG PERIODS. TEMPORARY SEEDING, COVERING, OR OTHER PROTECTION SHALL BE USED AS REQUIRED. PREVIOUSLY ESTABLISHED GRADES CONFORMING TO THE REQUIREMENTS OF THE DRAWINGS SHALL BE MAINTAINED IN A TRUE AND EVEN CONDITION. IF NECESSARY, REPAIRS SHALL BE MADE BEFORE SEEDING. THE SURFACE TO BE SEEDED SHALL BE CLEARED OF STONES OR OTHER DEBRIS LARGER THAN 1 -INCH. THE TOP 4 -INCHES SHALL BE CULTIVATED BY RAKING OR ROTOTILLING AFTER ALL COMPACTION AND PRIOR TO SEEDING. THE SURFACE SHALL BE APPROVED BY THE ENGINEER BEFORE BEGINNING SEEDING OPERATIONS. SEED MIX, FERTILIZER, AND MULCH SHALL BE HYDRO SEEDED WITH APPROPRIATE EQUIPMENT UPON APPROVAL OF THE SEED BED. APPROPRIATE QUANTITIES OF SEED, FERTILIZER AND MULCH SHALL BE COMBINED WITH THE PROPER AMOUNTS OF WATER TO ENSURE THE UNIFORM COAT SPRAYED ON THE SOIL ACCOMMODATES THE FOLLOWING RATES: SEED MIX: 40% PERENNIAL RYEGRASS 10% WHITE CLOVER 30% FESCUE 20% RED CREEPING FESCUE APPLY AT THE RATE OF 100 POUNDS PER ACRE. MULCH: SILVA-FIBER MULCH APPLIED AT FROM 1,500 POUNDS TO 2,000 POUNDS PER ACRE. FERTILIZER: COMMERCIAL MIX 10/20/20 OF NITRATE, PHOSPHATE, AND POTASH APPLIED AT RATE OF 450 POUNDS PER ACRE. METHOD OF APPLICATION AND PROPORTIONS OF SEED MIX MAY BE REVISED TO SUIT TYPE OF SOIL AND TIME OF YEAR, PROVIDED PRIOR APPROVAL IS GIVEN BY ENGINEER. CONTRACTOR SHALL PROTECT AND MAINTAIN NEWLY SEEDED AREAS. WHERE SEEDED AREAS FAIL TO DEVELOP AFTER NORMAL ALLOWANCE FOR GERMINATION, CONTRACTOR SHALL RE -SEED, W-383506 R-383519 WATER DISTRICT N0. 90 APPROVED CONSTRUCTION L:A J DRAWINGS: DATE: ;,I 0 n z c p 9 m III 0 ti • o oo Cn m n cl- � m CD Z a � W > wo Q� i Wa r w Q m z° r clx co I 4 0 co CD o z L� z C\j Q � o o w o z 0 z oE CD U � U N � c: m � � o co 00 um _000 mL m w C-4 Z -- a v o o VwAmw 0 C; d a LLJ cr � cQ)n z O Q 0 z o 0 10 Z w 0� �.�..J •� < Lid 0 U) Lli < co Z00-0.LL O .�.. ,s co < j LLJ z> > co w Ll. BASE MAP B_2 SHEET 5 OF 5 DRA WING ;,I 0 n z c p 9 i m III • o oo Cn m n 7) CD Z a � W > i III • o oo Cn z oo un l CD Z a � W i Wa r C3 m III o z N O � >� i r C3 m