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HomeMy WebLinkAboutzR-3814Seti i i 0 X z 0 z Y J Q m a� v V Q Ln ao In 0 CV CN v E v 0 3 v 0 i 00 i 0) c0 cn 0 0 0 0 z a L1 OF 5 ET : L2 OF 5 1 OF % COVER SI-EET W 2 OF 37 CONEXTIONS OF APPROVAL Q 3 OF 37 HORIZONTAL CONTROL PLAN 0 4 OF 37 OVERALL GRADING PLAN 0 5 OF 37 SITE CROSS SECTIONS W 6 OF 37 COMPOSITE UTILITY PLAN -J 7 OF 37 ROAD AND DRAINAGE PLAN AND PROFILE LL 8 OF 37 ROAD AND DRAINAGE PLAN AND PROF9LE 9 OF 37 ROAD AND DRAINAGE PLAN AND PROFILE 10 OF 37 ROAD AND DRAINAGE PLAN AND PROFILE 11 OF 37 FRONTAGE Lf3ROVEMENT PLAN AND PROF -ILE 12 OF 37 STAGE L 3ROVB ENT PLAN AND PROFILE 0 13 OF 37 CULVERT C KX38NG PLAN AND DETAILS 0 14 OF 37 DRAINAGE FACILITY PLAN AND DETAILS 0 15 OF 37 DRAINAGE FACMJTY SECTIONS AND DETAILS 30. 16 OF 37 Ol1TFALL AND 14PPM ST LFROVEMiENTS w T7 OF 37 DRAINAGE FAC M DUALS Q W z 18 OF 37 DRAINAGE FAC " DETAILS a 19 OF 37 ROAD SECTIONS L a 20 OF 37 ADA RAW DETAILS 3 0 21 OF 37 ROAD AND DRAINAGE NOTES AND DETAILS a U 22 OF 37 ROAD AND DRAINAGE NOTES AND DETAILS 23 OF 37 ROAD AND DRAINAGE NOTES AND DETAILS 24 OF 37 ROAD AND DRAINAGE NOTES AND DETAILS 25 OF 37 ROAD AND DRAINAGE NOTES AND DETAILS 26 OF 37 ROAD AND DRAINAGE NOTES AND DETAILS 27 OF 37 SEWER PLAN AND PROFILE 28 OF 37 SEWER PLAN AND 29 OF 37 SEWER PLAN AND PROFILE 30 OF 37 SEWER PLAN AND PROFL,E 31 OF 37 SEWER NOTES AND DETAILS 32 OF 37 SEWER NOTES AND DETAILS 33 OF 37 TREE RE I EN 11ON PLAN 34 OF 37 TFEE m I ENTION NOTES AND DETAILS 35 OF 37 T.E.S.C. PLAN 36 OF 37 T.ES.C. NOTES AND DETAILS 37 OF 37 T.E.S.C. STANDARD DETAILS L1 OF 5 LANDSCAPE PLANS L2 OF 5 LANDSCAPE PLANS L3 OF 5 LANDSCAPE PLANS L4 OF 5 LANDSCAPE PLANS L5 OF 5 LANDSCAPE PLANS IL1 OF 4 LLUhM IA'TION PLANS L2 OF 4 1 1 U INATION PLANS L3 OF 4 1 1 UM I NATiONI PLANS L 4 OF 4 LLUNNATiON PLANS SITE DATA: COVER SHEET FOR COPPERWOOD PTN OF THE NW1 /4, OF THE SE1 /4 OF SEC. 15 TWP. 23 N., RGE 5 EAST, W. M. c .............Y OF RENTON, KING COUNTY, STATE OF WASHINGTON o so ,00 zoo IMPERVIOUS AREA: SPECIAL NOTE: IRRIGATION FOR THE PROJECT SHALL BE DESIGN BUILD. ASBUILTS OF THE IRRIGATION SYSTEM WILL BE REQUIRED PRIOR TO FINAL PLAT APPROVAL. 1. TOTAL AREA: 12.68 AC (552,483 SF) 2. PROPOSED NO. OF LOTS: 47 (SMALL LOT CLUSTER PER RMC 4- 2- 110D.10) 3. TAX PARCEL J'S: 152305- 9066 -03, 152305- 9067 -02, 152305- 9201 -09, 152305- 9093 -00, 152305- 9093 -83, 152305- 9100 -01, 152305- 9043 -01, 152305- 9221 -05, 152305- 9170 -06 4. AVERAGE LOT AREA: 6,083 SF 5. SMALLEST LOT AREA: 5,000 SF 6. MINIMUM LOT AREA ALLOWED: 4,500 SF (R -8 STANDARDS PER SMALL LOT CLUSTER F 7. SQUARE FOOTAGE OF LAND IN CRITICAL AREAS: 12,912 SF (STREAM do STEEP SLOPE 8. SQUARE FOOTAGE OF LAND IN CRITICAL AREA BUFFERS: 93,782 SF 9. SQUARE FOOTAGE OF LAND IN PUBLICLY DEDICATED STREETS: 70,354 SF 10. SQUARE FOOTAGE OF LAND IN PRIVATE ACCESS EASEMENTS/TRACTS: 10,765 SF 11. PROPOSED NET DENSITY: 4.45 DU /AC (NOTE: BY UTIUZING THE ROUNDING PROVISIONS OF RMC 4 -11 -040; NET DENSITY, THE PROJECT DENSITY IS CONSIDERED 4.0 DU /AC) 12. DENSfTY ALLOWED BY CODE: 4.49 DU /AC (OR 4 DU /AC UTILIZING THE ROUNDING PF IN RMC 4 -11 -040; NET DENSITY) GV a7�1/'1f1CV /1VVG�7� -7 13. EXISTING ZONING: R -4 (NOTE: UTIUZING FOOTNOTE 10 OF RMC AND UTIL TRACT D 4 -2 -11 OD. 10 ALLOWING SMALL LOT CLUSTERING) 14. REQUIRED MIN' SETBACKS: UTILITIES /SERVICES: FRONT' 15 FEET PHONE: GARAGE; 20 FEET WATER: KING COUNTY WATER DISTRICT N0. 90 CENTURY LINK INTERIOR: 5 FEET 15606 SE 128TH STREET 23315 66TH AVE S. REAR: 20 FEET RENTON, WA 98059 KENT, WA 98032 SIDE STREET: 15 FEET (425) 255 -9600 (253) 372 -5361 (NOTE: SIDE LOT SETBACK DOES NOT APPLY TO PRIVATE ACCESS EASEMENTS SEWER: FIRE: RENTON FIRE &EMERGENCY SERVICES 1055 S. GR ADY WAY OR TRACTS SERVING 4 LOTS OR LESS) CITY OF RENTON PUBLIC WORKS DEPT. R 1055 SOUTH GRADY WAY, 1ST FLOOR RENTON, 98057 A RENTON, WA 98057 (425) 430 -7000 (425) 430 -6400 POWER /GAS: SCHOOL: PUGET SOUND ENERGY RENTON SCHOOL DISTRICT AREA TABLE 8001 SOUTH 212TH STREET RENTON, WA 98057T KENT, WA 98032 (253) 395 -7065 (425) 204 -2300 PRE PROJECT IMPERVIOUS SURFACE (69,192 SF) AREA = 1.59 ACRES POST PROJECT NET NEW IMPERVIOUS SURFACE AREA = 4.28 ACRES (186,437 SF) TOTAL PROJECT IMPERVIOUS SURFACE AREA = 5.87 ACRES (255,697.2 SF) TRACT /USE AREA (SF) A NATIVE OPEN SPACE 128,310 B STORM POND do OPEN SPACE TRACT 43,355 C SHARED ACCESS/ UTILITY TRACT 6,629 D SHARED ACCESS/ UTILITY TRACT 2,062 E NATIVE OPEN SPACE 15,873 F SHARED ACCESS/ UTILITY TRACT 2,413 PUBLIC STREET 70,354 LOT AREA 283,469 TOTAL AREA 552,483 SF CITY OF RENTON DEPARTMENT OF PUBLIC WORKS APPROVED BY DATE APPROVED DATE APPROVED BY DATE APPROVED BY _ DATE 4�i ENGINEER /PLANNER BARGHAUSEN CONSULTING ENGINEERS, INC. 18215 72ND AVE. SOUTH KENT, WA 98032 (425) 251 -6222 FAX (425) 251 -8782 CONTACT: BARRY TALKINGTON, P.E./WAYNE POTTER 0 11; I l� BARGHAUSEN CONSULTING ENGINEERS, INC. 18215 72ND AVE. SOUTH KENT, WA 98032 (425) 251 -6222 FAX (425) 251 -8782 CONTACT: BRIAN GILLOOLY, P.L.S. DEVELOPER QUADRANT HOMES. 14725 SE 36TH ST. SUITE 200 BELLEYUE, WA 98006 (425) 452 -6542 CONTACT: BARBARA RODGERS VERTICAL DATUM CITY OF RENTON, NAVD 88 BENCHMARK FOUND MONUMENT IN CASE CONC MONUMENT W /BRASS NAIL SET 0.65' BELOW GRADE CffY OF RENTON CONTROL POINT N0. 478 EL= 391.016 (JUNE 2012) ,Iv 1 .r )v 152305 - 9067 -02 OWNER: CBS HANDLEY, LLC (RICHARD HANDLEY) , A WASHINGTON LIMITED LIABILITY COMPANY SITE ADDRESS: 14217 SE 136TH STREET, RENTON, WA 98059 LEGAL DESCRIPTION: (PER FIRST AMERICAN TITLE INSURANCE COMPANY COMMITMENT SECOND REPORT FILE NO. 4291 - 2194150 REF NO. QPID -12170 DATED JANUARY 7, 2014 AT 7:30AM) VESTED OWNER: CBS HANDLEY, LLC , A WASHINGTON LIMITED LIABILITY COMPANY REAL PROPERTY IN THE COUNTY OF KING, STATE OF WASHINGTON, DESCRIBED AS FOLLOWS: THE WEST HALF OF THE NORTHEAST QUARTER OF THE NORTHWEST QUARTER OF THE SOUTHEAST QUARTER OF SECTION 15, TOWNSHIP 23 NORTH, RANGE 5 EAST, WILLAMETTE MERIDIAN., IN KING COUNTY, WASHINGTON, LESS THE NORTH 170 FEET OF THE EAST 170 FEET THEREOF. AND LESS THAT PORTION DEEDED TO KING COUNTY UNDER RECORDING NO. 20030905000417. (ALSO KNOWN AS A PORTION OF LEGAL STATUS NO. L03M0026). TAX PARCEL NLAdB R: 152305 - 9100 -01 OWNER: QUADRANT HOMES SITE ADDRESS: 14021 SE 136TH STREET, RENTON, WA 98059 LEGAL DESCRlIPTIlON: (PER FIRST AMERICAN TITLE INSURANCE COMPANY COMMITMENT FILE NO. 4220 - 2122511 DATED JULY 9, 2013 AT 7:30AM.) VESTED OWNER: PHU VAN DANG AND LORETTA LO WHO ALSO APPEARS OF RECORD AS LORATTA L0, HUSBAND AND WIFE, AND HIEN T. DANG AND BEN P. TRAN, EACH AS THEIR OWN SEPARATE ESTATE REAL PROPERTY IN THE COUNTY OF KING, STATE OF WASHINGTON, DESCRIBED AS FOLLOWS: PARCEL A: LOT 1, REVISED KING COUNTY SHORT PLAT NUMBER 880059, RECORDED UNDER RECORDING NUMBER 8302011019, SAID SHORT PLAT BEING A PORTION THE EAST HALF OF THE WEST HALF OF THE NORTHWEST QUARTER OF THE NORTHWEST QUARTER OF THE SOUTHEAST QUARTER OF SECTION 15, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M., IN KING COUNTY, WASHINGTON. PARCEL B: A NON- EXCLUSIVE EASEMENT FOR INGRESS AND EGRESS AS DELINEATED ON SAID SHORT PLAT. TAX PARCEL NLJMBEIc 152305920109 SITE ADDRESS: 5013 SE 2ND PLACE, RENTON, WA 98059 OWNER: SCOTT A. MCMAHILL AND ROBIN FORSYTHE MCMAHILL, HUSBAND AND WIFE LEGAL DESCRIPTION: (PER FIRST AMERICAN TITLE INSURANCE COMPANY COMMITMENT FILE NO. 42202122510 DATED JULY 8, 2013 AT 7:30AM) VESTED OWNER: SCOTT A. MCMAHILL AND ROBIN FORSYTHE MCMAHILL, HUSBAND AND WIFE REAL PROPERTY IN THE COUNTY OF KING, STATE OF WASHINGTON, DESCRIBED AS FOLLOWS: LOT 1, KING COUNTY SHORT PLAT NUMBER 280031, AS RECORDED UNDER RECORDING NUMBER 8008040570, SAID %� L-114 %.m I I ..-.%0 I SHORT PLAT BEING DESCRIBED AS FOLLOWS• 3 REVISED PER CITY REVIEW BJT 4/22/15 2 REVISED PER CITY REVIEW RAG 3/30/15 1 REVISED PER CITY REVIEW BJT 1/15/15 N0. REVISION BY DATE LEG& DESMIPTM THE EAST HALF OF THE EAST HALF OF THE NORTHWEST QUARTER OF THE NORTHWEST QUARTER OF THE SOUTHEAST QUARTER OF SECTION 15, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M., IN 152305906603 KING COUNTY, WASHINGTON. OWNER: RICHARD E. STUTH, TRUSTEE OF THE RICHARD STUTH LIVING TAX PARCEL NUMBER: 152305- 9043 -01 AND 152305- 9221 -05 TRUST, DATED OCTOBER 6, 2006 OWNER: OWNER: TIMOTHY P. MICHAUD SITE ADDRESS: 5001 SE 2ND PL, RENTON, WA 98059 SITE ADDRESS: 355 FIELD PL SE, RENTON, WA 98059 LEGAL DESCRIPI (PER FIRST AMERICAN TITLE INSURANCE COMPANY COMMITMENT FILE LEGAL DESCRIPTION: NO. 42202122506 DATED JULY 9, 2013 AT 7:30AM) (PER FIRST AMERICAN TITLE INSURANCE COMPANY COMMITMENT FOR TITLE INSURANCE THIRD REPORT FILE NO. 4291 - 2211462 REF NO. REAL PROPERTY IN THE COUNTY OF KING, STATE OF WASHINGTON, QPID 12170: MICHAUD, DATED FEBRUARY 19, 2014 AT 7:30AM) DESCRIBED AS FOLLOWS: PARCEL A. REAL PROPERTY IN THE COUNTY OF KING, STATE OF WASHINGTON, DESCRIBED AS FOLLOWS: TRACT A OF KING COUNTY SHORT PLAT NO. 574002, RECORDED UNDER RECORDING NUMBER 7503030294; PARCEL A: BEING A PORTION OF THE EAST HALF OF THE NORTHWEST QUARTER LOT 3 AND 4, OF REVISED KING COUNTY SHORT PLAT NO. 880059, OF THE NORTHWEST QUARTER OF THE SOUTHEAST QUARTER OF AS RECORDED UNDER KING COUNTY RECORDING NUMBER SECTION 15, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M., IN KING 8302011019, BEING A PORTION OF THE WEST HALF OF THE COUNTY, WASHINGTON; NORTHWEST QUARTER OF THE NORTHWEST QUARTER OF THE PARCEL B: SOUTHEAST QUARTER OF SECTION 15, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M., IN KING COUNTY, WASHINGTON; A NON - EXCLUSIVE EASEMENT FOR INGRESS AND EGRESS AS ESTABLISHED UNDER KING COUNTY RECORDING NUMBER 9109240784, RECORDS OF KING COUNTY, WASHINGTON. SURVEYED: SCALE: ecE VERTICAL: NAVD CITY OF HORIZ.: 1 "=100' HORIZONTAL: NAD 1983/ 83/ 1991 � DESIG VERT.: N/A �A ' BJT DR" � RENTON BJT RAG ONE INCH BJT CHECKED: I AT FULL SCALE i DATUM Planning/Building/Public Works Dept. WT IF NOT ONE INCH �/ AP P R APPROVED. SCALE ACCORDINGLY aff '1 ' _ e o m N E 4TH ST D C7 rn NE 2ND ST SE 132ND ST = z m SE 2ND PL m W SITE m MAPLEWOOD PARK SE 142ND ST \769 VICINITY MAP Qom' (NOT -TO- SCALE) A NON- EXCLUSIVE EASEMENT FOR INGRESS AND EGRESS DELINEATED AS PRIVATE ROAD ON REVISED SHORT PLAT NO. 880059R, AS RECORDED UNDER KING COUNTY RECORDING NO. 8302011019 BEING A PORTION OF THE WEST HALF OF THE NORTHWEST QUARTER OF THE NORTHWEST QUARTER OF THE SOUTHEAST QUARTER OF SECTION 15, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M., IN KING COUNTY, WASHINGTON; EXCEPT THAT PORTION LYING WITHIN THE MAIN TRACT. 152305- 9093 -00 AND 152305- 9093 -83 OWNER: MARVIS M. MILLER AND MARY E. MILLER, HUSBAND AND WIFE SITE ADDRESS: 312 FIELD PLACE SE, RENTON, WA 98059 LEGAL DESCRIPTION: (PER FIRST AMERICAN TITLE INSURANCE COMPANY COMMITMENT FILE NO. 4209- 2109270 DATED JUNE 13, 2013 AT 7:30AM.) VESTED OWNER: MARVIS M. MILLER AND MARY E. MILLER, HUSBAND AND WIFE REAL PROPERTY IN THE COUNTY OF KING, STATE OF WASHINGTON, DESCRIBED AS FOLLOWS: PARCEL A: LOT 2, OF REVISED KING COUNTY SHORT PLAT NO. 880059, AS RECORDED UNDER KING COUNTY RECORDING NO. 8302011019, RECORDS OF KING COUNTY, WASHINGTON PARCEL B: A NON- EXCLUSIVE EASEMENT FOR INGRESS AND EGRESS AS DELINEATED ON SAID SHORT PLAT. TAX PARCEL NUMBER: 152305917006 OWNER: COLIN T. URY AND TINA N. URY, HUSBAND AND WIFE SITE ADDRESS: 4905 SE 2ND PLACE, RENTON, WA 98059 R 381401 LEGAL DESCRIPTION: (PER FIRST AMERICAN TITLE INSURANCE COMPANY FILE NO. 42202122508 DATED JANUARY 7, 2014 AT 7:30AM) W FEED OWNER: COLIN T. URY AND TINA N. URY, HUSBAND AND a T k VA REAL PROPERTY IN THE COUNTY OF KING, STATE OF WASHINGTON, DESCRIBED AS FOLLOWS: , Z PARCEL A: THAT PORTION OF THE WEST HALF OF THEW F 41 v EST WOLF 0 THE 4''Q3 � NORTHWEST QUARTER OF THE NORTHWEST QUARTER OF THE C / S TE. ��►�' SOUTHEAST QUARTER OF SECTION 15 TOWNSHIP 23 NORTH, RANGE ANA L 5 EAST, W.M. RECORDS OF SAID COUNTY. LYING EASTERLY AND NORTHEASTERLY OF EASTERLY AND NORTHEASTERLY LINE OF 138 AVE. S.E. AN EXTENSION AS SHOWN ON KING COUNTY SURVEY NO: 1423 -5 -15 LESS COUNTY ROADS BUT EXTENDING THE EXTENSION OF 138' AVE S.E. PARCEL B: Z >U THAT PORTION OF THE NORTH 368 FEET OF THE WEST HALF OF O Z W THE WEST HALF OF THE NORTHWEST QUARTER OF THE NORTHWEST (n g QUARTER OF THE SOUTHEAST QUARTER OF SECTION 15 TOWNSHIP LLJ 23 NORTH RANGE 5 EWM LYING WESTERLY OF EASTERLY LINE OF :D X p Z 138TH AVENUE SOUTHEAST EXTENSION AS SHOWN ON K. C. SURVEY Z Q W � m NO. 14- 23 -5 -15. LLJ cV �' Z PARCEL C: Q p CN 00 U cr THAT PORTION OF THE WEST HALF OF THE WEST HALF OF THE z w Z NORTHWEST QUARTER OF THE NORTHWEST QUARTER OF THE 04 I I w w SOUTHEAST QUARTER OF SECTION 15, TOWNSHIP 23 NORTH, RANGE L j Ln a Z 5 EAST, W.M., IN KING COUNTY, WASHINGTON, DESCRIBED AS " 014 x — FOLLOWS: Li Ln C n L0 N Z CN CN -� BEGINNING AT THE INTERSECTION OF THE EAST LINE OF SAID COO LLJ 4 'q- SUBDIVISION WITH THE EASTERLY MARGIN OF 138TH AVENUE S.H. Y U (n EXTENSION, AS SHOWN ON KING COUNTY SURVEY NO. 14- 23 -5 -15; THENCE WESTERLY PARALLEL WITH THE NORTH LINE OF SAID SUBDIVISION TO THE WEST LINE OF SAID SUBDIVISION; ' 3H' THENCE NORTHERLY ALONG SAID WEST LINE TO THE SOUTH LINE OF THE NORTH 268 FEET OF SAID SUBDIVISION; + THENCE EASTERLY ALONG SAID SOUTH LINE TO THE EASTERLY MARGIN OF SAID 138TH AVENUE S.E EXTENSION; Z THENCE SOUTHERLY ALONG SAID EASTERLY MARGIN TO THE POINT a OF BEGINNING. Z CALL BEFORE YOU DIG- 1-800-424-5555 COVER SHEEP COPPERWOOD QUADRANT HOMES 14725 SE 36TH 3T. SUI71E 200 BELLEVUE, WA 98006 j, A_ T W JV 8 1 co`'g c � D� '00 �> D m D r v a a z 0 z c 3 CD m y C� � � O 1 IAJ Z C p m z m E m D c � D� '00 �> D m D r v a a z 0 z c 3 CD m y C� � � O 1 i p m 1 ;� W O O U W J LL 0 O O ui C� a. LJ O cl c� c_ U z 0 z Y J Q m 0 U V) 0L 0 0 Ln 0 CV 0 rn E cu 0 3 00 cn rn 00 c0 cn 0 0 0 co Wj 2 IZ W U- LL_ HEARING EXAMINERS CONDRIONS THE PROPOSED PRELIMINARY PLAT, STREET IMPROVEMENT MODIFICATIONS AND CRITICAL AREAS EXEMPTION ARE APPROVED, SUBJECT TO THE FOLLOWING CONDITIONS: 1. THE APPLICANT SHALL COMPLY WITH MITIGATION MEASURES ISSUED AS PART OF THE MITIGATED DETERMINATION OF NON— SIGNIFICANCE FOR THE PROPOSAL. 2. ALL PROPOSED STREET NAMES SHALL BE APPROVED BY THE CITY. 3. ALL LOT CORNERS AT INTERSECTIONS OF DEDICATED PUBLIC RIGHTS —OF —WAY, EXCEPT ALLEYS, SHALL HAVE MINIMUM RADIUS OF FIFTEEN FEET (15'). 4. SIDE SEINER LINES SHALL BE INSTALLED EIGHT FEET (8') INTO EACH LOT IF SANITARY SEWER MAINS ARE AVAILABLE, OR PROVIDED WITH 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 UTILITIES TO BE LOCATED 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 TIME AS OTHER BASIC UTILITIES ARE INSTALLED TO SERVE EACH LOT. CONDUIT FOR SERVICE CONNECTIONS SHALL BE LAID TO EACH LOT LINE 13Y APPLICANT AS TO OBVIATE THE NECESSITY FOR DISTURBING THE STREET AREA, INCLUDING SIDEWALKS, OR ALLEY IMPROVEMENTS WHEN SUCH SERVICE CONNECTIONS ARE EXTENDED TO SERVE ANY BUILDING. THE COST OF TRENCHING, CONDUIT, PEDESTALS AND /OR VAULTS AND LATERALS AS WELL AS EASEMENTS THEREFORE REQUIRED TO BRING SERVICE TO THE DEVELOPMENT SHALL BE BORNE BY THE DEVELOPER AND /OR LAND OWNER. THE 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 SPECIFICATIONS TO THE APPLICANT AND SHALL INSPECT THE CONDUIT AND CERTIFY TO THE CITY THAT IT IS PROPERLY INSTALLED. 7. THE APPLICANT SHALL BE REQUIRED TO RECORD THE COPPERWOOD LOT LINE ADJUSTMENT (LUA14- 000730) PRIOR TO FINAL PLAT RECORDING. 8. ADDITIONAL TREES SHALL BE PLANTED WITHIN THE PROVIDED 25 —FOOT OPEN SPACE TRACT ALONG THE WESTERN BORDER OF THE SITE, SPECIFICALLY THE PLANTING OF ADDITIONAL TREES TO REPLACE REMOVED TREES WITHIN THE TRACT THAT HAVE BEEN CONSIDERED DEAD, DISEASED OR DANGEROUS (EXHIBIT 13). ADDITIONALLY, THE APPLICANT SHALL BE REQUIRED TO PLANT TWO EVERGREEN TREES, PER LOT, ALONG THE SOUTHERN PERIMETER OF THE SITE. THESE SHALL BE PLACED INTO AN EASEMENT IDENTIFYING THE REQUIREMENT FOR RETENTION OF THE TREES IN PERPETUITY, IF REMOVED SUCH TREES SHALL BE REPLACED AT A 1:1 RATIO. SUCH LANDSCAPING OR LANDSCAPE PLUS FENCING SHALL BE, AT A MINIMUM, 6 —FEET HIGH AT MATURITY AND AT LEAST 5OX SIGHT — OBSCURING. EXISTING HEALTHY MATURE TREES WHICH ARE LOCATED WITHIN THE 25 —FOOT WIDE OPEN SPACE TRACT SHALL BE MAINTAINED AND PROTECTED DURING CONSTRUCTION UNLESS DETERMINED BY AN ARBORIST THAT SUCH TREE IS DEAD, DISEASED, OR DANGEROUS. A REVISED LANDSCAPE PLAN SHALL BE SUBMITTED TO, AND APPROVED BY, THE CURRENT PLANNING PROJECT MANAGER PRIOR TO CONSTRUCTION PERMIT APPROVAL. 9. OPEN SPACE TRACTS SHALL BE SHOWN AND RECORDED ON THE FACE OF THE PLAT TO BE PRESERVED IN PERPETUITY 10.ALL STRUCTURES PROPOSED FOR REMOVAL OR RELOCATION SHALL BE DEMOLISHED AND /OR RELOCATED AND ALL INSPECTIONS COMPLETE PRIOR TO FINAL PLAT APPROVAL. 11.THE APPLICANT SHALL BE REQUIRED TO SUBMIT A REVISED LANDSCAPE PLAN, DEPICTING A 10 —FOOT WIDE ON —SITE LANDSCAPE STRIP FOR ALL LOTS. THE FINAL DETAILED LANDSCAPE PLAN SHALL BE SUBMITTED TO AND APPROVED BY THE CURRENT PLANNING PROJECT MANAGER PRIOR TO CONSTRUCTION PERMIT APPROVAL SUCH LANDSCAPING SHALL INCLUDE A MIXTURE OF TREES, SHRUBS, AND GROUNDCOVER AS APPROVED BY THE DEPARTMENT OF COMMUNITY AND ECONOMIC DEVELOPMENT. 12.THE APPLICANT SHALL ELIMINATE ACCESS DIRECTLY FROM SE 2ND PLACE FOR PROPOSED LOT 46. AS AN ALTERNATIVE THE APPLICANT MAY PROVIDE SHARED ACCESS TO LOT 46 VIA THE INTERNAL LOOPED ROAD. THE REVISED PLAT PLAN SHALL BE SUBMITTED TO, AND APPROVED BY, THE CURRENT PLANNING PROJECT MANAGER PRIOR TO CONSTRUCTION PERMIT APPROVAL. SHOULD THE REVISED PLAT PLAN RESULT IN AN ADDITIONAL ACCESS EASEMENT /RIGHT —OF —WAY DEDICATION THE APPLICANT SHALL BE REQUIRED TO SUBMIT A REVISED DENSITY WORKSHEET WITH THE REVISED PLAT PLAN DEMONSTRATING COMPLIANCE WITH THE DENSITY REQUIREMENTS OF THE R -4 ZONE. 13.THE APPLICANT SHALL SUBMIT A FINAL STREAM MITIGATION PLAN FOR IMPACTS (TIGHT— LINING OF DRAINAGE SYSTEM, TRAIL, AND BUFFER AVERAGING) TO THE CRITICAL AREA BUFFER. THE FINAL MITIGATION PLAN SHALL BE SUBMITTED TO, AND APPROVED BY, THE CURRENT PLANNING PROJECT MANAGER PRIOR TO UTILITY CONSTRUCTION PERMIT APPROVAL. THE APPLICANT SHALL ALSO ESTABLISH A NATIVE GROWTH PROTECTION EASEMENT OVER THAT PART OF THE SITE ENCOMPASSING THE STREAM AND BUFFER AREA AND PLACE FENCING AND SIGNAGE ALONG THE OUTER BUFFER EDGE WHICH WOULD INCLUDE THE BUFFER EDGE ALONG THE WEST SIDE OF 143RD AVE SE. 14.THE APPLICANT SHALL REVISE THE SE 2ND PLACE CROSS SECTION TO TRANSITION TO THE CODE REQUIRED STREET STANDARD (LANDSCAPING IN BETWEEN THE SIDEWALK AND THE CURB) AT THE EASTERN BOUNDARY OF THE MAPLEWOOD CREEK BUFFER. THE REVISED STREET CROSS SECTION SHALL BE SUBMITTED TO, AND APPROVED BY, THE CURRENT PLANNING PROJECT MANAGER PRIOR TO CONSTRUCTION PERMIT APPROVAL. 15.THE APPLICANT SHALL BE REQUIRED TO PLACE A SPLIT RAIL FENCE ALONG THE EASTERN BOUNDARY OF THE CRITICAL AREA/OPEN SPACE TRACT ADJACENT TO THE MODIFIED 143RD AVE SE STREET. 16.THE APPLICANT SHALL BE REQUIRED TO SUBMIT A FINAL MITIGATION PLAN DEMONSTRATING COMPLIANCE WITH THE DISCHARGE MEETS THE REQUIREMENTS OF THE STORM AND SURFACE WATER DRAINAGE REGULATIONS (RMC 4 -6 -030); WILL NOT RESULT IN SIGNIFICANT ADVERSE CHANGES IN THE WATER TEMPERATURE OR CHEMICAL CHARACTERISTICS OF THE STREAM; AND THERE IS NO INCREASE IN THE EXISTING RATE OF FLOW (RMC 4- 3- 050C.5.D.1). THE FINAL MITIGATION PLAN SHALL BE SUBMITTED TO, AND APPROVED BY, THE CURRENT PLANNING PROJECT MANAGER PRIOR TO CONSTRUCTION PERMIT APPROVAL. CONDITIONS OF APPROVAL FOR COPPERWOOD PTN OF THE NW1 /4, OF THE SE1 /4 OF SEC. 15 TWP. 23 N., RGE 5 EAST, W. M. CITY OF RENTON, KING COUNTY, STATE OF WASHINGTON 17.THE APPLICANT SHALL SUBMIT A REVISED PLAT PLAN DEPICTING THE ELIMINATION OF THE PIPESTEM LOT (LOT 47) WITHIN THE SUBDIVISION. THE APPLICANT MAY SUBMIT AN ALTERNATIVE PLAN WHICH PROVIDES ACCESS TO LOT 47 ACCORDING TO RMC 4 -6 -060, STREET STANDARDS. SHOULD THE REVISED PLAT PLAN RESULT IN AN ADDITIONAL ACCESS EASEMENT /RIGHT —OF —WAY DEDICATION THE APPLICANT SHALL BE REQUIRED TO SUBMIT A REVISED DENSITY WORKSHEET DEMONSTRATING COMPLIANCE WITH THE DENSITY REQUIREMENTS OF THE R -4 ZONE. THE REVISED PLAT PLAN, AND DENSITY WORKSHEET IF NEEDED, SHALL BE SUBMITTED TO AND APPROVED BY THE CURRENT PLANNING PROJECT MANAGER PRIOR TO CONSTRUCTION PERMIT APPROVAL. 18.THE APPLICANT SHALL PROVIDE A DESIGNATED CROSSWALK, ACROSS SE 2ND PLACE, TO CONNECT TO THE EXISTING SIDEWALK ON THE NORTH SIDE OF STREET. ALTERNATIVELY THE APPLICANT MAY DESIGNATED WALKING PATH, ON THE SOUTH SIDE OF SE 2ND PLACE EAST OF THE SUBJECT PROPERTY TO AN EXISTING SE 2ND PLACE CROSSWALK, IN ORDER TO PROVIDE A SAFE ROUTE TO SCHOOL /DESIGNATED SCHOOL BUS STOPS. A SAFE ROUTE TO SCHOOL /DESIGNATED SCHOOL BUS STOPS PLAN SHALL SUBMITTED TO, AND APPROVED BY THE CURRENT PLANNING PROJECT MANAGER, PRIOR TO CONSTRUCTION PERMIT APPROVAL. 19.THE APPLICANT SHALL BE REQUIRED TO CREATE A HOMEOWNERS' ASSOCIATION AND MAINTENANCE AGREEMENT(S) FOR THE SHARED UTILITIES, STORMWATER FACILITIES, AND MAINTENANCE AND RESPONSIBILITIES FOR ALL SHARED IMPROVEMENTS OF THIS DEVELOPMENT. A DRAFT OF THE DOCUMENT(S) SHALL BE SUBMITTED TO CURRENT PLANNING PROJECT MANAGER FOR REVIEW AND APPROVAL BY THE CITY ATTORNEY AND PROPERTY SERVICES SECTION PRIOR TO THE RECORDING OF THE FINAL PLAT. 20.THE SIGNAGE REQUIRED FOR THE SPLIT RAIL FENCE ALONG 143RD AVE S. SHALL PROVIDE THAT DUMPING INTO THE RAVINE IS PROHIBITED. 21.THE PROPOSAL SHALL BE SUBJECT TO THE MITIGATION MEASURES RECOMMENDED IN THE 10/13/14 MEMO TO THE EXAMINER, EX. 27. STAFF RECOMMENDS THE FOLLOWING CONDITIONS OF APPROVAL: 1. HAND REMOVE GRASS AND OTHER DEBRIS DUMPED ON THE BANK THAT CONTINUES TO SATURATE THE HILLSIDE THAT PREVENTS NATURAL VEGETATED TO GROW ON THE BANK (IMMEDIATELY ADJACENT TO 13652 AND 13660 143RD AVENUE SE) AND PLANT NATIVE VEGETATION ALONG THE BANK. THE PROPOSED PLANTING PLAN SHALL BE INCLUDED IN THE FINAL MITIGATION TO BE SUBMITTED TO, AND APPROVED BY, THE CURRENT PLANNING PROJECT MANAGER PRIOR TO CONSTRUCTION PERMIT APPROVAL. 2. THE APPLICANT SHALL GRIND AND OVERLAY FROM THE CENTERLINE OF THE EXISTING ASPHALT TO THE EDGE OF ROAD THAT FRONTS THE PROJECT ON 143RD AVE. S.E. SEPA CONDMONS: 1. ALL EARTHWORK PERFORMED, IMPLEMENTED BY THE APPLICANT, SHALL BE CONSISTENT WITH THE RECOMMENDATIONS OF THE GEOTECHNICAL REPORT, PREPARED BY TERRA ASSOCIATES, INC., DATED FEBRUARY 10, 2014 2. THE APPLICANT SHALL PROVIDE A 50 —FOOT HORIZONTAL SETBACK DISTANCE FROM THE MAXIMUM STORED WATER ELEVATION IN THE POND TO THE CREST OF THE RAVINE SLOPE. AS AN ALTERNATIVE TO A SETBACK THE APPLICANT MAY CHOOSE TO LINE THE POND WITH A FLEXIBLE MEMBRANE LINER TO PREVENT SEEPAGE LOSSES. THE FINAL DRAINAGE PLAN SHALL BE SUBMITTED TO, AND APPROVED BY, THE PLAN REVIEWER PRIOR TO CONSTRUCTION PERMIT APPROVAL. 3. SITE CONSTRUCTION SHALL BE RESTRICTED TO THE DRY WEATHER MONTHS (APRIL 1ST THROUGH SEPTEMBER 30TH). 4. THE FINAL DRAINAGE REPORT SHALL INCLUDE A MORE DETAILED UPSTREAM, DOWNSTREAM, AND POTENTIAL EROSION ANALYSIS. PER CORE REQUIREMENT #2, A LEVEL 2 DOWNSTREAM ANALYSIS IS REQUIRED TO BETTER UNDERSTAND EROSION AND POSSIBLE CONCENTRATION OF RUNOFF IN EROSION SENSITIVE DOWNSTREAM BODIES. THE APPLICANT SHOULD NOTE THAT A LEVEL 3 FLOW CONTROL COULD BE REQUIRED AS PART OF THE LEVEL 2 DOWNSTREAM ANALYSIS. A REVISED FINAL DRAINAGE REPORT AND ASSOCIATED PLANS, BASED ON THE 2009 KING COUNTY SURFACE WATER DESIGN MANUAL AS AMENDED BY THE CITY OF RENTON, IS REQUIRED TO BE SUBMITTED TO THE SATISFACTION OF THE PLAN REVIEWER PRIOR TO CONSTRUCTION PERMIT APPROVAL. 5. THE APPLICANT SHALL DESIGN THE PROPOSED DRAINAGE FACILITY UTILIZING THE ENHANCED BASIC WATER QUALITY MENU. A REVISED FINAL DRAINAGE REPORT AND ASSOCIATED PLANS UTILIZING THE ENHANCED BASIC WATER QUALITY MENU, BASED ON THE 2009 KING COUNTY SURFACE WATER DESIGN MANUAL AS AMENDED BY THE CITY OF RENTON, IS REQUIRED TO BE SUBMITTED TO THE SATISFACTION OF THE PLAN REVIEWER PRIOR TO THE CONSTRUCTION PERMIT APPROVAL 6. THE APPLICANT SHALL BE REQUIRED TO PROVIDE, TO THE CURRENT PLANNING PROJECT MANAGER, TREE RETENTION INSPECTION /MONITORING REPORTS AFTER INITIAL CLEARING, FINAL GRADING, AND ANNUALLY FOR TWO YEARS BY A QUALIFIED PROFESSIONAL FORESTER. THE INSPECTION /MONITORING REPORTS SHALL IDENTIFY ANY RETAINED TREES THAT DEVELOP PROBLEMS DUE TO CHANGING SITE CONDITIONS AND PRESCRIBE MITIGATION. CITY OF RENTON DEPARTMENT OF PUBLIC WORKS APPROVED BY � �M� DATE APPROVED BY APPROVED BY DATE DATE DATE 381402 SURVEYED: CONDITIONS OF APPROVAL BCE VERTICAL: NAVD 1988 c ITY OF HORIZ.: N/A HORIZONTAL: NAD 1 sa3/ 1 ss 1 ,� DESIGNED: VERT.: N/A �� >'_- 3 REVISED PER CITY REVIEW BJT 4/22/15 BJT COPPERWOOD 2 REVISED PER CITY REVIEW RAG 3/30/15 BJT DRAWN. - RENTON R^+� ONE INCH DATU M OUADRANT HOMES I I 1 REVISED PER CITY REVIEW BJT 1/15/15 BJT CHECKED: AT FULL SCALE Planning /Building /Public Works Dept. 14725 SE 36TH ST. SUITE 200 �T IF NOT ONE INCH NO. REVISION BY DATE AP P R APPRavED. SCALE ACCORDINGLY BELLEVUE, WA 9118006 BJT AL y 2 0 Jy a x * 3Af, , 8a Z _ - W - C? v J GOB 5 10/08/2014 o Li �- O z > Z O: O Z g(A w 0-4 Z Z X Z w � LLJ 04 g > Q r7 O N N00 CN Z zcr Z cn CN (0 00 w w N Q I r— 1 w Z ', Ln C11-4 LO Ln 04 Ln 0 Z z uj ccoo W 4 4 >� Y U (A 0 Jy a x * 3Af, , 8a Z _ - W - C? v J GOB 5 10/08/2014 I :z �z z i IN rr- 0 n D Z Z C ic m m n H t�J d 0 w 00 • - o + � Z C Z m m > I :z �z z i IN rr- 0 n D Z Z C ic m m n H t�J d 0 w 00 • - o PAGE: DRAWNC NO: • SHEET:2 OF: 37 um INN W D O U W J U. 0 0 0 w w z u Q.a. w 3 0 0 Qf CL U I I I I X z O 0 z Y J Q m 0 U V) Q co 66 Ln 0 CV CN v IE au v 0 ON L I 00 i rn i d 00 V) 0 0 0 z a W L, LL_ HORIZONTAL CONTROL PLAN COPPERWOO,iTl 19_509 PTN OF THE NW1 /4, OF THE SE11/4 OF SEC. 15 � o ss so ,00 TWP. 23 N., RGE 5 EAST, W. M. S" � . j J J CITY OF RENTON, KING COUNTY, STATE OF WASHINGTON OPEN SPACE TABLE. TOTAL SITE AREA 552,483 SF (12.68 AC) NATIVE PASSIVE OPEN SPACE (TRACT B - AREA OUTSIDE OF POND) 9,960 SF /0.23 AC (1.80% OF SITE) NATIVE OPEN SPACE (TRACTS A, E) 144,183 SF/3.31 AC (26.10% OF SITE) TOTAL OPEN SPACE 154,801 SF/3.54 AC (27.92% OF SITE) I iI d- hcb . -- -�-- -- �T I 204.4' w N r v`J co 1 to O ro ( I / 1 F^ -�.. 1 \ I I TRACT F 7363 SF tri I W 5946 SF o / 45 w SHARED ACCESS 1 5915 SF Lij M 1 5946 SF ? N AND UTILITIES j 122.7 I 100.0' I 100.0' 22--00 I 46 2413 SF I �0 w C1 + 88.1 11.9' 5755 SF -c. I g i o I F- W ° ( I) r ^� to 2 N o I o N 79.8' �.�. _ Q I o ,� ^ ��r LEGEND V7 o 0 2 C3 w r, �/ � ,. U ,n ,n I . .- -0- 1 J �v r BOUNDARY UN 6134 SF w m 1 `" v I �. 44.2' I !� E 5000 SF 5000 SF 1 75 22.7' '� I v °; j I Q o m ��! I 2� I STREAM BUFFER I <c a- 100.0 i Cp ( 100.0 U � � I ( I PROPOSED FENCE �;� u C_� AA i r cn W F c in ° EXISTING SECTION LINE 1 °° I N 2 I I I NATIVE OPEN SPACE l 0 0_ I m 50125 SF I ,,� l I PROPOSED RIGHT -OF -WAY 3 I o 25 30 ° I , , 283, 0 sF I I ° ° I 59 o - - - - - - EXISTING RIGHT -OF -WAY - - 6134 ,SF 1 5000 SF 1 5000 SF I :` \ 47 3 122.7 I I Q I V \ NW29 01'VY 140.02 I PROPOSED CENTERLINE -- - - -- 1000 - -- I 1 00.0 21T00 0 0 6048 SF ! I \ 140.0' - 0 z - - - o EXISTING CENTERLINE 43 it \ 0 0 _ I w 5000 SF \ o o I ° o o _ 1 \ CLASS 3 STREAM r ��' PROPOSED LOT LINE In i 24 I o I ' , \ \ NORTH ( v wArilJ -- - - - - - - - I 5000 SF ° ° 100.0 76.2 1 \ \ \ BARRIER F FISH EXISTING LOT LINE CNI 6133 SF I 1 5000 SF n ° r \ \ PROPOSED EASEMENT LINE 122.7' I 100.0, oo.o I \ .A EXISTING EASEMENT LINE 42 ! b \ r o \ r.nt3.J I I ' ' ° 5000 SF L°n I \ - - - - _ BUILDING SETBACK LINE (BSBL) J o 5' R W o 23 o I o o j t�, \.\ \ PROPOSED MONUMENT • / o z 1 00.0 >. 1 6133 SF I �' 5000 SF �' ° I 32 ° \ NATIVERO EN E ACE 26.4' 26.5' 5000 SF A \ ABBREVIATK)N&- 122.7 ( � i A 15873 SF 100.0 I 1 �.o' 20 00 I \ M j o I I o o \ .\ \ r,,w UE UTILITY EASEMENT (ALL UTILITIES PUBLIC AND PRIVATE) �0 L� l I ,n 5000 SF S Ln 39 I \ \ v, SDE PUBLIC STORM DRAINAGE EASEMENT 0 0 , A r�`JV./ 6 o I _ o _ I I I 19429 SF I • \ \ \ I I ��'��/ PSDE PRIVATE STORM DRAINAGE EASEMENT C5 c; 22 0 > to WLE PUBLIC WATERLINE EASEMENT �5 \ \ \ `n I ° 5000 SF ° 1 1°0'0 �� _,� SSE PUBLIC SANITARY SEWER EASEMENT 6133 S F I _ PSSE PRIVATE SANITARY SEINER EASEMENT I 1 5000 SF I TRACT C \ \ \ - - - - - 122.7 I 1 00.0' I 1 0' _ SHARED ACCESS ( \ \ \ b SWE SIDEWALK EASEMENT to o i o AND UTILITIES I \ \ y R/W RIGHT -OF -WAY (° Ln 5000 SF �' 6629 SF 1 \ I BSBL BUILDING SETBACK LINE o ° °' ° o 0 0 j 5' UE I \ \ SF SQUARE FEET In 21 ,�.� ,n O 34 00.0 180.1 r,r .CIJ .n �� ao 6133 SF o ,n ^ .ry AC ACRE (S) � I N 5000 SF �' 1 5000 SF I \ \ 60' EX R W `' °o O` ( h o s.7 \ \ / 3::13 A r�� PAT PRIVATE ACCESS TRACT 122.6 `ti \ �$ 1 ao.o' I N �s, N � + \ \ JUD JOINT USE DRIVEWAY 100.0 19 00 I + + \ 30 30 - - -- 0 - - - - -- o tq 53' R 100.0 100.1' 4 10.0' + + + + + +\ \\ /W i + + + + \ I KEYNOTE, _°o ---- --- ----.- __.. . - - -- ---- --- - -- o °' ... � I I � � � � 17. I' 14.3' 3 + - - - - - PROPOSED ENTRANCE Q _ 26. 37 � . At r� V �n I I° _ 5 26.5 N 2 o 0 o I L 5264 SF in in 13•� o + +\ Q� \ \ OMONUMENT AND LANDSCAPE (a /►�! 6132 SF I <8> �� o ; Q �; + 35 3S y\ 'y \ EASEMENT TYP. ti 122.6 6000 S 6000 SF 7437 SF co 20.0' + \ \ o I 1 I \ PT: 18 +00.63 , 100.0 , �s 1 �/ + + \ \ \ rn 1 100.0 I 100.0' 108.5' + + Gj'�`V \ \ I -;lJ 28 OiN 1 0• � I _ I _ I N89r28'10"IN 108.53' ~ �o -� � 9 SO'31 46.13 I ,, + + J PO I 10' SDE I -+ \ 6132 SF _ I SDE 19 I M I I + +\ \ \ 122.8' I 5990 SF - -- S43'2T49'E 14.98', - ? I + +\ \ \ 36 ,8 0o I + 1 I © I +\ - - - -- 00 5� 1 6039 SF -i 4 + PC: 14 +84.82 �- +\ \ \ � 72.1 ' + + l N '� I •P� �s s• 71.0' -1=3Y 18'340 18'34 10 �' .I �``� ss �• ' �� PROPOSED LOT LINE + + + 4' \ ; s s cb. , =81.50 + � 9 _6902 SF \ ?, PT: 15 +70.14 I,� ADJUSTMENT I TRACT B uFR r _ 6 I 3 v 1 L =47.38 DETENTION / WATER QUALITY POND \ 116.5' - �'�' °' S88'21'16'E 43.03' I v I (TYP. SEE NOTE BELOW) I AND OPEN SPACE in r =,� rvJv 62.3' 1r. ° .`h ,06 N .. rn �v 0 64.2 I ° PL ;•� o° �� 10 JOINT UTILITY EASEM - I ^ 43355 SF I NATURAL FISH PASSAGE BARRIER I N t I (SEE BUFFER ENHANCEMENT PLAN '" N 3� •°` �S PROPOSED I � PC: 17+ 13. � 7 ,p� �8, s�� I TO BE RECORDED PRIG � = PREPARED o' ED PUBLIC STREET I TO FINAL PLAT I I _ _ EARED BY SOUNDVIEW CONSULTANTS) �� I ;, I N 60.0 - I 20.9' 29.4' N I E _ so.o so.o' 42�`� q" EXISTING PROPE 'fir 15 WLE _ LLN E (TYP' _ - _- I I� T ° I f I \-3.7' ,,r „c'-`-�_: ►`�^ i� b MAXIMUM EXTENTS I TRACT o N 11 15 I �0 `% cn 1 ^ ^r I I I I I I I v co o° © - 0 E UMM EAs O20' INGRESS, EGRESS & UTIL. EASEMENT PER REC# 9109240784 TO BE RELINQUISHED O 25' BUFFER PER REC# 9512280617 0 15' SETBACK PER REC# 9512280617 ®25' DRAIN FIELD EASEMENT PER REC# 8605301240 TO BE RELINQUISHED 30' INGRESS, EGRESS, UTIL do POWER O5 EASEMENT PER REC# 8008040570 do REC# 8703230416 TO BE RELINQUISHED 20' INGRESS, EGRESS do UTIL EASEMENT © PER REC# 9109240783 TO BE REUNQUISHED O30' DRYWELL EASEMENT PER REC# 8302011019 TO BE RELINQUISHED 30' POWER, WATERLINE, INGRESS, EGRESS, UTIL & POWER EASEMENT PER ® REC# 8105290905, REC# 8111240491, REC# 8107010684 do REC# 8302011019 TO BE REUNQUISHED 0 10' POWER EASEMENT PER REC# 8105290905 TO BE RELINQUISHED SHARED ACCESS AND UTILITIES I Jam` ` I ��4J I J ✓J InS;�JV r Jv`J r,r�V r r •v t 1 r:�v I I r �LJ L I OF GRADING FOR =_ DETENTION ETPOND 1723 SF m �5?�J`J BV:, OO 16 17 g 8604 SF o rF _ Q I I I I J J`SivJ 1 � ✓y�0 v b�� g N) I � - r I I O 4/22/15 I 2 I C4 i I I PROPOSED PROPERTY 1 _ �cb _ .J 25.a' 60.0' 60.0' 0 o BJT 1/15/15 BJT CHECKED: BJT LINE (TYP.) - - - - - -- - - -- F 60.0' ' 50.0 50.0' 60.0' 50.0' 72.0' AP P R SCALE ACCORDINGLY �- - r k lJ S88'21016"E 486.96' 10 FT. TREE MAINTENANCE AND PROTECTION - - - SO'31'50V 30.00' --� 1 t r H.O.A. PER HEARING EXAMINERS (SEE LANDSCAPE PLAN) OD i i I _ 161.2' NATIVE /PASSIVE OPEN S88'2 1'16'E 291.30' N88'2901 165.71' o W SEE M PL / SE MTH ST ' ° °o N W 3 O 15' 15' a° o 0 o u' rn 151 Ld 25.0' 98.1 ' Q�`l. c3`• &W 0 � p �• 74.6' 75.4' NW29'01 658.528 I '�°'' 1 74.6' 66 1 > I iI d- hcb . -- -�-- -- �T I 204.4' w N r v`J co 1 to O ro ( I / 1 F^ -�.. 1 \ I I TRACT F 7363 SF tri I W 5946 SF o / 45 w SHARED ACCESS 1 5915 SF Lij M 1 5946 SF ? N AND UTILITIES j 122.7 I 100.0' I 100.0' 22--00 I 46 2413 SF I �0 w C1 + 88.1 11.9' 5755 SF -c. I g i o I F- W ° ( I) r ^� to 2 N o I o N 79.8' �.�. _ Q I o ,� ^ ��r LEGEND V7 o 0 2 C3 w r, �/ � ,. U ,n ,n I . .- -0- 1 J �v r BOUNDARY UN 6134 SF w m 1 `" v I �. 44.2' I !� E 5000 SF 5000 SF 1 75 22.7' '� I v °; j I Q o m ��! I 2� I STREAM BUFFER I <c a- 100.0 i Cp ( 100.0 U � � I ( I PROPOSED FENCE �;� u C_� AA i r cn W F c in ° EXISTING SECTION LINE 1 °° I N 2 I I I NATIVE OPEN SPACE l 0 0_ I m 50125 SF I ,,� l I PROPOSED RIGHT -OF -WAY 3 I o 25 30 ° I , , 283, 0 sF I I ° ° I 59 o - - - - - - EXISTING RIGHT -OF -WAY - - 6134 ,SF 1 5000 SF 1 5000 SF I :` \ 47 3 122.7 I I Q I V \ NW29 01'VY 140.02 I PROPOSED CENTERLINE -- - - -- 1000 - -- I 1 00.0 21T00 0 0 6048 SF ! I \ 140.0' - 0 z - - - o EXISTING CENTERLINE 43 it \ 0 0 _ I w 5000 SF \ o o I ° o o _ 1 \ CLASS 3 STREAM r ��' PROPOSED LOT LINE In i 24 I o I ' , \ \ NORTH ( v wArilJ -- - - - - - - - I 5000 SF ° ° 100.0 76.2 1 \ \ \ BARRIER F FISH EXISTING LOT LINE CNI 6133 SF I 1 5000 SF n ° r \ \ PROPOSED EASEMENT LINE 122.7' I 100.0, oo.o I \ .A EXISTING EASEMENT LINE 42 ! b \ r o \ r.nt3.J I I ' ' ° 5000 SF L°n I \ - - - - _ BUILDING SETBACK LINE (BSBL) J o 5' R W o 23 o I o o j t�, \.\ \ PROPOSED MONUMENT • / o z 1 00.0 >. 1 6133 SF I �' 5000 SF �' ° I 32 ° \ NATIVERO EN E ACE 26.4' 26.5' 5000 SF A \ ABBREVIATK)N&- 122.7 ( � i A 15873 SF 100.0 I 1 �.o' 20 00 I \ M j o I I o o \ .\ \ r,,w UE UTILITY EASEMENT (ALL UTILITIES PUBLIC AND PRIVATE) �0 L� l I ,n 5000 SF S Ln 39 I \ \ v, SDE PUBLIC STORM DRAINAGE EASEMENT 0 0 , A r�`JV./ 6 o I _ o _ I I I 19429 SF I • \ \ \ I I ��'��/ PSDE PRIVATE STORM DRAINAGE EASEMENT C5 c; 22 0 > to WLE PUBLIC WATERLINE EASEMENT �5 \ \ \ `n I ° 5000 SF ° 1 1°0'0 �� _,� SSE PUBLIC SANITARY SEWER EASEMENT 6133 S F I _ PSSE PRIVATE SANITARY SEINER EASEMENT I 1 5000 SF I TRACT C \ \ \ - - - - - 122.7 I 1 00.0' I 1 0' _ SHARED ACCESS ( \ \ \ b SWE SIDEWALK EASEMENT to o i o AND UTILITIES I \ \ y R/W RIGHT -OF -WAY (° Ln 5000 SF �' 6629 SF 1 \ I BSBL BUILDING SETBACK LINE o ° °' ° o 0 0 j 5' UE I \ \ SF SQUARE FEET In 21 ,�.� ,n O 34 00.0 180.1 r,r .CIJ .n �� ao 6133 SF o ,n ^ .ry AC ACRE (S) � I N 5000 SF �' 1 5000 SF I \ \ 60' EX R W `' °o O` ( h o s.7 \ \ / 3::13 A r�� PAT PRIVATE ACCESS TRACT 122.6 `ti \ �$ 1 ao.o' I N �s, N � + \ \ JUD JOINT USE DRIVEWAY 100.0 19 00 I + + \ 30 30 - - -- 0 - - - - -- o tq 53' R 100.0 100.1' 4 10.0' + + + + + +\ \\ /W i + + + + \ I KEYNOTE, _°o ---- --- ----.- __.. . - - -- ---- --- - -- o °' ... � I I � � � � 17. I' 14.3' 3 + - - - - - PROPOSED ENTRANCE Q _ 26. 37 � . At r� V �n I I° _ 5 26.5 N 2 o 0 o I L 5264 SF in in 13•� o + +\ Q� \ \ OMONUMENT AND LANDSCAPE (a /►�! 6132 SF I <8> �� o ; Q �; + 35 3S y\ 'y \ EASEMENT TYP. ti 122.6 6000 S 6000 SF 7437 SF co 20.0' + \ \ o I 1 I \ PT: 18 +00.63 , 100.0 , �s 1 �/ + + \ \ \ rn 1 100.0 I 100.0' 108.5' + + Gj'�`V \ \ I -;lJ 28 OiN 1 0• � I _ I _ I N89r28'10"IN 108.53' ~ �o -� � 9 SO'31 46.13 I ,, + + J PO I 10' SDE I -+ \ 6132 SF _ I SDE 19 I M I I + +\ \ \ 122.8' I 5990 SF - -- S43'2T49'E 14.98', - ? I + +\ \ \ 36 ,8 0o I + 1 I © I +\ - - - -- 00 5� 1 6039 SF -i 4 + PC: 14 +84.82 �- +\ \ \ � 72.1 ' + + l N '� I •P� �s s• 71.0' -1=3Y 18'340 18'34 10 �' .I �``� ss �• ' �� PROPOSED LOT LINE + + + 4' \ ; s s cb. , =81.50 + � 9 _6902 SF \ ?, PT: 15 +70.14 I,� ADJUSTMENT I TRACT B uFR r _ 6 I 3 v 1 L =47.38 DETENTION / WATER QUALITY POND \ 116.5' - �'�' °' S88'21'16'E 43.03' I v I (TYP. SEE NOTE BELOW) I AND OPEN SPACE in r =,� rvJv 62.3' 1r. ° .`h ,06 N .. rn �v 0 64.2 I ° PL ;•� o° �� 10 JOINT UTILITY EASEM - I ^ 43355 SF I NATURAL FISH PASSAGE BARRIER I N t I (SEE BUFFER ENHANCEMENT PLAN '" N 3� •°` �S PROPOSED I � PC: 17+ 13. � 7 ,p� �8, s�� I TO BE RECORDED PRIG � = PREPARED o' ED PUBLIC STREET I TO FINAL PLAT I I _ _ EARED BY SOUNDVIEW CONSULTANTS) �� I ;, I N 60.0 - I 20.9' 29.4' N I E _ so.o so.o' 42�`� q" EXISTING PROPE 'fir 15 WLE _ LLN E (TYP' _ - _- I I� T ° I f I \-3.7' ,,r „c'-`-�_: ►`�^ i� b MAXIMUM EXTENTS I TRACT o N 11 15 I �0 `% cn 1 ^ ^r I I I I I I I v co o° © - 0 E UMM EAs O20' INGRESS, EGRESS & UTIL. EASEMENT PER REC# 9109240784 TO BE RELINQUISHED O 25' BUFFER PER REC# 9512280617 0 15' SETBACK PER REC# 9512280617 ®25' DRAIN FIELD EASEMENT PER REC# 8605301240 TO BE RELINQUISHED 30' INGRESS, EGRESS, UTIL do POWER O5 EASEMENT PER REC# 8008040570 do REC# 8703230416 TO BE RELINQUISHED 20' INGRESS, EGRESS do UTIL EASEMENT © PER REC# 9109240783 TO BE REUNQUISHED O30' DRYWELL EASEMENT PER REC# 8302011019 TO BE RELINQUISHED 30' POWER, WATERLINE, INGRESS, EGRESS, UTIL & POWER EASEMENT PER ® REC# 8105290905, REC# 8111240491, REC# 8107010684 do REC# 8302011019 TO BE REUNQUISHED 0 10' POWER EASEMENT PER REC# 8105290905 TO BE RELINQUISHED SHARED ACCESS AND UTILITIES ° 0 7340 SF N o o 12 ° 113 I £ N o 5000 SF o 14 I Z C 18 L I OF GRADING FOR =_ DETENTION ETPOND 1723 SF m 6550 SF g o I �- 16 17 g 8604 SF o _ 6000 SF I 5018 SF r- 6000 SF 5171 SF g N) � - r REVISED PER CITY REVIEW I O 4/22/15 BJT 2 REVISED PER CITY REVIEW C4 i I I PROPOSED PROPERTY 1 _ �cb _ .J 25.a' 60.0' 60.0' 1 -` _7 BJT 1/15/15 BJT CHECKED: BJT LINE (TYP.) - - - - - -- 60.0' ' 50.0 50.0' 60.0' 50.0' 72.0' AP P R SCALE ACCORDINGLY �- - S88'21016"E 486.96' 10 FT. TREE MAINTENANCE AND PROTECTION - - - 13o.1' _ \ EASEMENT TO CONDITION #8. H.O.A. PER HEARING EXAMINERS (SEE LANDSCAPE PLAN) i i I _ 161.2' NATIVE /PASSIVE OPEN S88'2 1'16'E 291.30' r r; 9 ^ SPACE 9,960 SF VERTICAL DATUM CITY OF RENTON CITY OF RENTON, NAVD 88 DEPAFRTMENT OF PUBLIC WORKS BENCHMARK FOUND MONUMENT IN CASE APPROVED BY DATE V-2p? -2hes CONC MONUMENT W /BRASS NAIL APPAONED BY DATE SET 0.65 BELOW GRADE CITY OF RENTON CONTROL APPROVED BY DATE POINT NO. 478 EL= 391.016 (JUNE 2012) APPROVED BY DATE PROPOSED BLA PER FILE# LUA14- 000730 AND LND -30 -0384 (SEE HEARING EXAMINERS CONDITIONS #7). BOUNDARY ADJUSTMENT WILL BE RECORDED/FINALIZED BEFORE FINAL PLAT. Ey I� Z C ■ In 8 SURVEYED: SCALE: m m m D BCE HOW.: 1' =50' z DESIGNED: BJT VERT.: N/A 3 REVISED PER CITY REVIEW BJT 4/22/15 BJT 2 REVISED PER CITY REVIEW RAG 3/30/15 BJT DRAWN: R,qC ONE INCH AT FULL SCALE IF NOT ONE INCH 1 REVISED PER CITY REVIEW BJT 1/15/15 BJT CHECKED: BJT NO. REVISION BY DATE AP P R SCALE ACCORDINGLY APPROVE D: BJT VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/1991 DATU M r_' 0 CLASS 2 STREAM - SOUTH OF FISH BARRIER SE 1W711 BUT L � STREAM BUFFER TABLE STEEP SLOPE CRITICAL AREA - - - -- (7,064 SF) ___= BUFFER REDUCTION AREA 1,710 SF BUFFER ADDITION AREA 2,459 SF TOTAL NET GAIN IN BUFFER AREA 749 SF CITY OF HORIZONTAL CONTROL PLAN RENTON COPPERWOOD QUADRANT HOMES Planning /Building /Public Works Dept. 14725 SE 36TH ST. SUITE 200W BELLEVUE, WA 96006 !<`' yc� O o 41 W�," 'sS \ti = C� U_ � z� 0 z cn g cn J LLJ xQ z z W W N gz Q re) N N 0 N 0000 z� z��� Ww N I I w Q Z Ln Ln a z r- N Z N N -� 00 Y LLJ � � U N Q Sir w i S' 8 � CO i 10/08/2014 FIELDeooK: PACE: DRAwwc No: °`: 37 i SHEET houllf D -104m ry � 0 Ey I� Z C ■ In 8 z m m m D I 8 D N < Dm D� m D 0 n z Q z c 3 CD m a y .d I ry � 0 Ey I� ■ In 8 s � s 1� I ■ In 8 O A - z I I I w X z 0 c) z Y J Q m 0 U Cn a_ 0 0 0 CV 00 CN a� v 0 3 1 .d- tn 00 c� c cu rn 00 co cn 0 0 0 0 w z J � OVERALL GRADING PLAN FOR COPPERWOOD L-- N" WATER EASEMENT PROPOSED MONUMENT O FENCE ASPHALT Li Fl W CONCRETE SIDEWALK Z 0. S ~ w Q- CONTOURS 3 O 0 STORM a V SEWER . WATER EASEMENT PROPOSED MONUMENT O FENCE WATER METER ED IUMIWURE (LUM.) Fl POWER METER O POWER S JUON�X (AS NOTED) x CATCH BASIN (C8) ❑ STORM MANHOLE (SOMH) 0 SANITARY SEWER MANHOLE (SSMH) Q GAS VALVE NO. WATER VALVE (WV) Da WATER METER ED SIGN Fl MAILBOX o SURVEY MONUMENT (AS NOTED) S BENCHMARK 2 SECTION CORNER (AS NOTED) WDTH FOUND REBAR /CAP (AS NOTED) • WATER LINE ------- - - - - -- SANITARY SEWER LINE NO. STORM DRAINAGE LINE _ _ _ _ _ _ _ GAS LINE -CAS GAS TELEPHONE UNDERGROUND- T(L)G) POWER UNDERGROUND P(LIG) 2 POWER OVERHEAD P(OH) MAJOR CONTOUR 530 MINOR CONTOUR 5J2 BUILDING EDGE OF ASPHALT NO PARKING SIGN (W /80 FT SPACING) INSTALLED PER DETAIL El ON SHEET 25. PARKING WILL BE PROVIDED ON THE OPPOSITE SIDE OF THE STREET. ElSTREET NAME SIGN INSTALLED PER DETAIL ON SHEET 25. EXACT LOCATION AND NUMBER OF SIGNS TO BE CONFIRMED WITH CITY INSPECTOR PRIOR TO INSTALLATION OF ALL SIGNS. NO PARKING SIGNS AT APPROXIMATELY 80 FT SPACING ON FIELD PL SE, SE 3RD PL, AND GRAHAM AVE SE. UTILIZE STREET LIGHT POLES WERE APPROPRIATE. TREE NOTE: EXISTING TREE TO REMAIN - - - -- - - -- - - - - - -- -- - - - - -- PLANS FOR DETAILS) RUNOFF OFFSITE. VERTICAL DATUM CITY OF RENTON, NAVD 88 BENCHMARK FOUND MONUMENT IN CASE CONC MONUMENT W /BRASS NAIL SET 0.65' BELOW GRADE CITY OF RENTON CONTROL POINT N0. 478 EL= 391.016 (JUNE 2012) CITY OF RENTON DEPARTMENT OF PUBLIC WORKS UP! I w I &=- VI `V V'%` 1 V V I `' nl lq v %.#t 1-111 III- rW. k- TW= 6.7 BEARING PAD ELEVATIONS SHOWN ARE AT CENTER OF WALLS TALLER THAN 4 FT HIGH WILL REQUIRE SEPARATE (SEE LANDSCAPE PLAN FOR 0.5 BW =396.2 LOT. LOTS SHALL BE GRADED FLAT, SIDE TO SIDE, BUILDING PERMIT. HEIGHT OF ROCKERY WALL IS MEASURED RESTORATION OF DISTURBED AND BE SLOPED FROM FRONT TO BACK 0 1.0% TO FROM THE BOTTOM OF THE BASE ROCK TO THE TOP OPEN SPACE) EXPOSED HEIGHT OF WALL (TYP.) DIRECT LOT DRAINAGE TO THE PERMANENT STORM OF THE CAP ROCK. HEIGHT OF RETAINING WALL IS WATER CONVEYANCE SYSTEM FOR THE DEVELOPMENT. MEASURED FROM THE BOTTOM OF FOOTING TO THE TOP EXPOSED BOTTOM OF WALL ELEVATION (TYP.) OF WALL. R 381404 APPROVED BY DATE APPROVED BY DATE APPROVED BY DATE APPROVED BY _ DATE _ _ CURBICUT DRIVEWAY TABLE `> 4- DFVVEWAY 3 REVISED PER CITY REVIEW BJT LOT NO. 2 ROAD NAME WDTH 3/30/15 STATION REVISED PER CITY REVIEW BJT 1/15/15 NO. 1 STA. 10 +75.56 FIELD PL SE 16' 2 STA. 11+03.56 FIELD PL SE 16' 3 STA. 11+75.56 FIELD PL SE z cr 16' 4 STA. 12 +03.56 FIELD PL SE N � 16' 5 STA. 12 +75.56 FIELD PL SE 16' 6 STA. 13 +03.56 FIELD PL SE � 16' 7 STA. 13 +75.56 FIELD PL SE 4 16' 8 STA. 14 +03.56 FIELD PL SE U 16' 9 STA. 14 +74.72 FIELD PL SE 16' 10 STA. 14 +99.31 FIELD PL SE 16' 11* STA. 15 +26.89 FIELD PL SE 20' 12* STA. 15 +26.89 FIELD PL SE 20' 13* STA. 15 +26.89 FIELD PL SE 20' 14 STA. 15 +85.51 SE 3RD PL 16' 15 STA. 16+13.51 SE 3RD PL 16' 16 STA. 16 +95.51 SE 3RD PL 16' 17 STA. 17 +21.90 SE 3RD PL 16' 18 STA. 17 +57.92 SE 3RD PL 16' 19 STA. 14 +66.18 FIELD PL SE 16' 20 STA. 14 +06.18 FIELD PL SE 16' 21 STA. 13 +78.18 FIELD PL SE 16' 22 STA. 13 +06.18 FIELD PL SE 16' 23 STA. 12 +78.18 FIELD PL SE 16' 24 STA. 12 +06.18 FIELD PL SE 16' 25 STA. 11+78.18 FIELD PL SE 16' 26 STA. 11+06.18 FIELD PL SE 16' 27 STA. 10 +78.18 FIELD PL SE 16' 28 STA. 22 +08.76 GRAHAM AVE SE 16' 29 STA. 21+80.76 GRAHAM AVE SE 16' 30 STA. 21+08.76 GRAHAM AVE SE 16' 31 STA. 20 +80.76 GRAHAM AVE SE 16' 32 STA. 20 +08.76 GRAHAM AVE SE 16' 33 STA. 19 +80.76 GRAHAM AVE SE 16' 34 STA. 19 +08.76 GRAHAM AVE SE 16' 35 STA. 18 +80.76 GRAHAM AVE SE 16' 36 STA. 18 +20.76 GRAHAM AVE SE 16' 37* STA. 19 +09.41 GRAHAM AVE SE 20' 38* STA. 19 +09.41 GRAHAM AVE SE 20' 39* STA. 19 +09.41 GRAHAM AVE SE 20' 40 STA. 19 +55.41 GRAHAM AVE SE 16' 41 STA. 20 +05.41 GRAHAM AVE SE 16' 42 STA. 20 +33.41 GRAHAM AVE SE 16' 43 STA. 21+05.41 GRAHAM AVE SE 16' 44 STA. 21+33.41 GRAHAM AVE SE 16' 45* STA. 21+92.20 GRAHAM AVE SE 20' 46* STA. 21+92.20 GRAHAM AVE SE 20' 47* STA. 21+92.20 GRAHAM AVE SE 20' BERGQUIST STA. 18 +32.76 GRAHAM AVE SE 16' - - - -- - - -- - - - - - -- -- - - - - -- PLANS FOR DETAILS) RUNOFF OFFSITE. VERTICAL DATUM CITY OF RENTON, NAVD 88 BENCHMARK FOUND MONUMENT IN CASE CONC MONUMENT W /BRASS NAIL SET 0.65' BELOW GRADE CITY OF RENTON CONTROL POINT N0. 478 EL= 391.016 (JUNE 2012) CITY OF RENTON DEPARTMENT OF PUBLIC WORKS UP! I w I &=- VI `V V'%` 1 V V I `' nl lq v %.#t 1-111 III- rW. k- TW= 6.7 BEARING PAD ELEVATIONS SHOWN ARE AT CENTER OF WALLS TALLER THAN 4 FT HIGH WILL REQUIRE SEPARATE (SEE LANDSCAPE PLAN FOR 0.5 BW =396.2 LOT. LOTS SHALL BE GRADED FLAT, SIDE TO SIDE, BUILDING PERMIT. HEIGHT OF ROCKERY WALL IS MEASURED RESTORATION OF DISTURBED AND BE SLOPED FROM FRONT TO BACK 0 1.0% TO FROM THE BOTTOM OF THE BASE ROCK TO THE TOP OPEN SPACE) EXPOSED HEIGHT OF WALL (TYP.) DIRECT LOT DRAINAGE TO THE PERMANENT STORM OF THE CAP ROCK. HEIGHT OF RETAINING WALL IS WATER CONVEYANCE SYSTEM FOR THE DEVELOPMENT. MEASURED FROM THE BOTTOM OF FOOTING TO THE TOP EXPOSED BOTTOM OF WALL ELEVATION (TYP.) OF WALL. R 381404 APPROVED BY DATE APPROVED BY DATE APPROVED BY DATE APPROVED BY _ DATE _ _ `> LLJ 3 REVISED PER CITY REVIEW BJT 4/22/15 2 REVISED PER CITY REVIEW RAG 3/30/15 1 REVISED PER CITY REVIEW BJT 1/15/15 NO. REVISION BY DATE SURVEYED: SCALE: OVERALL GRADING BCE VERTIGIL: NAVD 1986 CITY OF HORIZ.: 1' =50' HORIZONTAL: NAD 1983/1991 �� PLAN DESIGNED: VERT.: N/A �� ' BJT BJT COPPERWOOD BJT D�wN: RENTON ONE INCH OUADRANT HOMES BJT CHECKED: L I DATU M BJT AT FULL SCALE Planning/Building/Public Works Dept. 14725 SE 36TH ST. SUITE 200 IF NOT ONE INCH AP P R APPROVED. SCALE ACCORDINGLY BJT BELLEVUE, WA 9W= !y • 1 .ice ry � I4NA L t1. W V = 8 � �00 10/08/2014 PAGE: Dw►wwC NO: SHEET: 4 OF: 37 Emn IN [A: `> LLJ :D l n z Z o 00 I � gN L1J iii �n a- m x Q Q ~ Z w Z N gZ j Q O N 00 z cr Z � CO 0000 wZ N � 3 I I Lj w LC) Ln a z W � L N � Z 4 4 -�� Y U t1. W V = 8 � �00 10/08/2014 PAGE: Dw►wwC NO: SHEET: 4 OF: 37 Emn IN [A: c' c) cl c: { �> J r O a D Z Z C m m a H C� `> z cm l n z r m r J 00 I � v ' iii �n m I (> c' c) cl c: { �> J r O a D Z Z C m m a H C� i IT r O u n z J 00 I � i IT C3 u n z m Dm 8 � D O IJq z ^� m E D L C; L_ C; C' C. _ w T 8 �o �c D ' D • 4z rn A- A �2 D O D Z Z C m m n y �.I i# =i _1 In Z O O Z_ Y J Q m 6 v U V) Q O O CD Ln O N c0 E \ a� 0 0 3 00 i c c c a� ap c0 cn O O O cD z a w N w LL- 8 O I I I Q) x Z O c� _Z Y J Q m cu v U rn 0 N 0 N N N a� E Iv v 0 3 L I d 00 cu a� d co V) 0 O 0 0 w z a W ROAD AND DRAINAGE PLAN AND PROFILE w p FOR O N U M w -j 6" PVC SD FOR ROOF PTN OF THE NW1 /4, OF THE SEII/4 OF SEC. 15 LL CO - R M= 391.40 DRAINS 0 1 % MIN (TYP.) TWP. 23 N. RGE 5 " EAST, W. M. CURB RAMP IE= 388.40 (6 ) 0 10 20 40 SEE SHEET 20 FOR CITY OF RENTON, KING COUNTY, STATE OF WASHINGTON FURTHER DETAIL CO RIM = 391.40 RIM =391 10 CO CO CO CO IE= 388.30 RIM = 390.40 RIM = 390.20 RIM= 390.20 RIM= 389.40 IE _ IE= 388.10 (6") IE= 387.40 (6 ") IE= 387.10 IE= 387.20 (6' IE= 386.40 (6' O 27 a.•- 26 25 24: 23 2 Q T 391.40 391.10 390.40 ........ 39Q20 389.40 389 W 72: z W a. ,� 1 1 91.4s 1 co .1 w w CO COPPERWOOMD + 3 1. 5 1 RIM = 390.40 --- 1 ° a ` > RIM = 389.20 IE= 387.10 ° IE= 385.90 w ST SIGN: I ; INSTALL - ° •Q .+ O ON LIGHT POLE I AS IRECTED., .rt_. • :•a ° O a o -�- �• • - _ - -- n •: BY " I ECTOR. - • , • p Q •a •. U _ . v LL . i a I Q o - - - -^ .. { I � a. - x �A M " - ,<r i v + - e S �� r . s. s T O • ..- f - - _ ., , I 1 s • a• - r r:. INEVER BEARING PAD ELEVATION (TYP) CO RIM = 388.10 1C_ZOC 4n fm"N NO PARKING SIGN INSTALLED PER 0 DETAIL ON SHEET 25. PARKING WILL BE PROVIDED ON THE OPPOSITE SIDE OF THE STREET. FilROAD NAME SIGN INSTALLED PER DETAIL ON SHEET 25. NOTE: EXACT LOCATION AND NUMBER OF SIGNS TO BE CONFIRMED WITH CITY INSPECTOR PRIOR TO INSTALLATION OF ALL SHEETS. R- 381406 INTERSECTIO _ I • FIELD PL SE STA.. t0 +00.00 a Q a © Q • cp + • p v Q p SE 2ND PL • 300.00 � v '.Q v o • ' ' • v •. : e v 'a ° v •. a ' i v • • a Q a Qp ° \ \ ` v • v CO W III 1.1 v BRIM= 390.50 ° Q CO III IE= 387.20 1 1 0 ate O1 RIM- - 388.50 7.47 i ..... ... --- 1 . IE= 385.70, .4 .1 1 s 1I I - �• • `- 1• i 1 i STREETLIGHT (TYP.)- •' 2 4 �; 5 6 7 8 9 10 11 I i 391.50 390.50 �� 389.50 �' '�� i ... 391.20 390.20 389.20 388.50 7 - - •3� 388.20 38 .50 - 387.20 DRAINAGE NOTES: CO CO RIM = 391.20 CO CO CO RIM = 388.50 CO IE= 388.20 (6 ") RIM = 390.50 RIM--390.20 IE= 386.00 (6' 1. STORM DRAIN (SD) SHALL BE CPEP UNLESS RIM = 391.50 CO IE- 387.50 (6 ") IE= 387.10 (6' CO CO RIM =389.2 NOTED OTHERWISE. IE= 388.40 RIM= 391.50 RIM= 390.20 RIM - 389.50 IE= 386.20 (6' CO CO CO IE= 388.50 (6 ") 6" PVC SD FOR ROOF - RIM = 388.20 CO RIM = 387.20 DRAINS ® 196 MIN (TYP.) IE= 387.20 (6' IE= 386.50 (6' RIM = 389.20 IE= 385.70 (6' RIM= 387.50 IE= 385.90 IE= 385.00 (6' IE= 384.70 (6' LOW PT STA_ _ - 10 +96.31 LOW PT ELEV 390.75 PVl STA = 10 +66:31 PVt EEV 391.05 n K = 60.0.0 _ 400 _ N uj cn O - _ g Z � C6 ub cb r- 0 V N p 00 O O p�p a9 rr5 O+ O 11 395 �7vV Er, $ •• •- _ w 305 a > PROPOSED GRADE ® CEIUTERLMIE � � EXISTING- GRADE • CENTERLINE IM- - .469e j 76 �. , ep0 1 11 1 .. WIN CPusuC) 19 -LI= 12„ cPEP a 1.00% (PUBLIC) _{ 1411 1. 385 t STA. - 1 fl +69.30, 12. 17', LT t TY _ RIM PE IE = 38�. 42 (1.2b _ NW) A�. = 11 +$8.66, 12.17 , LT 146= LIB 1 CPEP ® 1.00% (P UBLlC) _ �_a___ __ STA = 10+ t t .53,E 3.5 ', RT RiM = 89.59 I111A = x.08 , tE _ 387.42 (.12- S) _ N -- - tE = 3139.08 12# _ » __ _ - - ...... -- _ - _ __ - -- - - - - - -- °- _ -_- ------------ - - - -- - __. - AWII TYPE 2 -dw _ IE = 3 6.73 (6' E) STA. = 13 +38.66, 12.17', LT C TYPE 2 -48' 24 LF 2' 01 0 0.55% (PUBLIC) RIM = 388,09 " STA = 14 +84.82, 12.17', LT IE = 383.31 (12 N) RIM = 386.63 IE = 384.93 (12" W) IE = 381.36 (18" N) 375 �2 TYPE 1 - - 37 STA. = 1 t +8'8.66, t 2. t 7', RT �6" IE = 385.43 (fi E) tE = 383.84 E) _ RIM = .59 tE = 3 .36 (12" E) 24 Lt= 12" Dt 0 0.55? PUBLIC _ +E _ .86 (6" W) CBM, TYPE 1 (PUBLIC) NOTES: EXISTING GRADE RIM = 388.09 1 ' Rf FIELD PL SE �, 0 CENTERLINE tE = 385.06 12 E 1. CATCH GRATES TO E STANDARD LOCKING (p ) VANED UNLESS aTHE west= 4SKCtFtED. 1 " =20' _ 2. CATCH OFFSETS TO CENTER 1 "_ 53 o cENTERUK 366 OF Gf;b►TE. CENTER OF STRWTURE. ao 00 N N N N N N N N N N N N N N N N N N _ N O -� 00 N m O I n O N N I n � � N r- N � � � c0 � Ln � � � � � � � c� I n � � � � N � 00 � � r7 N � � Cn O) C1 O C� Cn Cn Cn Cn Cn Cn Cn 00 Cn m 00 00 rn 00 CO 00 6,6 00 C'4 CN CD N O v� cd cD ao 00 o rn r rn Cr) co 0o ao � � M nW) nM nr7 �r7 � t�� ►�� �r7 in K) � � `�M `�� ►�to � 00 '�� �� �P � � �� �� �00 00 000 10+00 VERTICAL DATUM CITY OF RENTON CITY OF RENTON, NAVD 88 pEPARTMENT OF PUBLIC WORKS BENCHMARK FOUND MONUMENT IN CASE APPROVED BY DATE # Z92011 CONC MONUMENT W /BRASS NAIL APFROVEp BY DATE � / LIS SET 0.65 BELOW GRADE CITY OF RENTON CONTROL gppppyFD BY DATE POINT N0. 478 EL= 391.016 (JUNE 2012) gppppyEp BY DATE 3 REVISED PER CITE REVIEW 2 REVISED PER CITY REVIEW 1 REVISED PER CITE REVIEW N0. REVISION SCALE: HORIZ.: 1' =20' VERT.: 1 " =5' ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/1991 DATU M KEYNOTE. SPOT ELEVATION AT 01 BACK OF WALK, CENTER OF DRIVEWAY. 2 0 N z 4 1Q E AL \14 = v T SURVEYED: BCE cn 0 U �- � 7 DESIGNED: BJT BJT 4/22/15 BJT RAG 3/30/15 BJT DRAWN: BJT 1/15/15 BJT CHECKED: BfT BY DATE APPR APPROVED: aff SCALE: HORIZ.: 1' =20' VERT.: 1 " =5' ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/1991 DATU M KEYNOTE. SPOT ELEVATION AT 01 BACK OF WALK, CENTER OF DRIVEWAY. 2 0 N z 4 1Q E AL \14 = v T Z cn 0 U �- � 7 v Z j Z oc O to m m T. zg � W �; n a- Z Z w g Q N n N N Z CD 00 CN N 00 r__ Z Ix Z tD I 00 I W W W N � U-) t.C) Z 5 Z N Z N N J Q v �s S' 8 � C010 �% CITY OF ROAD AND DRAINAGE PLAN AND PRORLE �o�oe /�o,4 RENTON COPPERWOOD FIE]LDB": QUADRANT HOMES DRAWIW- NO: Planning/Building/Public Works Dept. 14725 SE 3611-1 ST. SUffE 200 BELLEVUE, WA 98006 °E° 7 � 37 A-NNNNAIA D rr ?d l..J T _J :v R JZ � ST C y 4 Z T D O a D Z Z C ic Im m n T Z y c � 7 v V � O Z m m T. I I I D rr ?d l..J T _J :v R JZ � ST C y 4 Z T D O a D Z Z C ic Im m n 1 W T v � 7 v V � O � r 7 t 1 �; n 1 W T v J m JM �; n W O O U W J LL 0 O O W Q W Z C C) 0O Ir V W L X z O Z Y J Q m v U a CD 0 Ln 0 w cV E 0 a� 3 CV 00 c� i au CP CIO a� i d (10 i V) 0 0 0 w� a, W Erl =j K_ :A 375 KfI fl co RIM = 388.60 IE= 385.60 (6 ") 388.60 NOTES: t. CATCH BASIN GRATES TO BE STANDARD LOCKING VANED GRATES UNLESS OTHERWISE SPECIFIED. 2. CATCH BASIN OFFSETS MEASURED TO CENTER OF GRATE. hE CENTER OF STRUCTURE. EX WATER METERS TO BE REMOVED. 10 34 LF 12" S , CO RIM = 387.20_ IE= 383.90 - - - - - - - - - - - -- - -- 7. 1 42 388.10 CO RIM = 388.10 IE= 385.10 (6 ") ROAD AND DRAINAGE PLAN AND PROFILE r*R COPPERWOOD PTN OF THE NW1 /4, OF THE SE11/4 OF SEC. 15 TWP. 23 N., RGE 5 EAST, W. M. CITY OF RENTON, KING COUNTY, STATE OF WASHINGTON 0 *7 too *VOO V\_ 36 NO PARKING SIGN INSTALLED PER IDDETAIL ON SHEET 25. PARKING WILL BE PROVIDED ON THE OPPOSITE SIDE OF THE STREET. F21ROAD NAME SIGN INSTALLED PER DETAIL ON SHEET 25. NOTE: EXACT LOCATION AND NUMBER OF SIGNS TO BE CONFIRMED WITH CITY INSPECTOR PRIOR TO INSTALLATION OF ALL SHEETS. I Id Al • ° d ~ ° ° d v °. cl ° ° d a ° ° a °.. r CO / RIM = 387.50) IE= 384.40 13 387.50 CO RIM = 387.50 IE= 384.80 (6' CO RIM = 387.30 IE= 385.00 (67 MATCHILINE SEE SHE 9 N w STA. 18 +00 SCALE: HORIZ.: 1 " =20' VERT.: 1' =5' 405 •_ _ _ Or a O 4W LOW PT ELEV = 386.57 43+001'6-3'- ' REVISED PER CITY REVIEW BJT 400 BJT 2 REVISED PER CITY REVIEW 4 ° BJT DRAWN: RAG PVI STA = 15 +40.00 24 LF 24 SD BJT 1/15/15 BJT CHECKED: aff AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY PVI STA = 17 +40.00 REVISION 1i �� 0- DATE PM ELEV - 386.32 10' JOINT UTILITY EASEMENT W Z N �Q�r- ON BERGQU IST PROPERTY TO BE : w w _z RECORDED PRIOR TO FINAL PLAT L) n K = 50.00 F r ° 6' HIGH SOUD WOOD FENCE Q ° OR APPROVED EQUAL K = 50.04 J _ SEE DETAIL SHEET 26 I Id Al • ° d ~ ° ° d v °. cl ° ° d a ° ° a °.. r CO / RIM = 387.50) IE= 384.40 13 387.50 CO RIM = 387.50 IE= 384.80 (6' CO RIM = 387.30 IE= 385.00 (67 VERnCAL DATUM CITY OF RENTON CITY OF RENTON, NAVD 88 DEPARTMENT OF PUBLIC WORKS BENCHMARK _ FOUND MONUMENT IN CASE APPROVED BY = DATE �• 2�I.20 /s CONC MONUMENT W /BRASS NAIL SET 0.65' BELOW GRADE APPFiONED BY DATE CITY OF RENTON CONTROL APPROVED BY DATE POINT NO. 478 EL= 391.016 (JUNE 2012) APPPANED BY DATE Cry =l • ♦~ R=' =�� KXR K ;�i CO 7• RIM= 387.50 ---- IE= 384.40 o 7 liCO CO i RIM = 387.30 RIMA387.60 all IE= 384.80 IE= 384.60 (6' 14 15 16 387.30 38 .60 388.40 CO CO BEARING PAD RIM = 388.40 RIM = 388.50 ELEVATION (TYP.) IE= 385.40 (6� IE= 383.50 17 388.50 CO RIM = 388.50 IE= 385.50 6' PVC SD FOR ROOF DRAINS O 1X MIN (TYP.) CO RIM= 388.50 IE= 384.30 CO RIM = 388.50 IE= 385.50 (6 ") 18�.. .. 388.50 --.I.... R -38 1 401 DRAINAGE NOTES: 1. STORM DRAIN (SD) SHALL BE CPEP UNLESS NOTED OTHERWISE. LOW PT STA -- 15 +40.00 N w O1 BACK OF WALK, CENTER SURVEYED: BCE SCALE: HORIZ.: 1 " =20' VERT.: 1' =5' 405 HtGH PT STA = 17 +40.60 O 4W LOW PT ELEV = 386.57 3 REVISED PER CITY REVIEW BJT 400 BJT 2 REVISED PER CITY REVIEW HIGH PT ELEV = 388.47 3/30/15 BJT DRAWN: RAG PVI STA = 15 +40.00 1 REVISED PER CITY REVIEW BJT 1/15/15 BJT CHECKED: aff AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY PVI STA = 17 +40.00 REVISION BY DATE PM ELEV - 386.32 APPROVED. W Z N �Q�r- I I w w _z PVt ELEV = 388.32 L) n K = 50.00 r •00-4. 00--% w N 00 EXIsSllM GRADE 0 CENTERtaN K = 50.04 J _ Y � + ' OAF/ . V), o 40 N 36.5 J /-,PROPOSED GRADE 0 CENTERLINE _ _ ° _ Q o0 Q 00 t : Z Lu v �► Lo O w Li 386 U . ._ . STA = 50 +37.82, 0.00', fn _ RIM 3,87.17 all _ I.E 12 No = 383.71 _ _E _ uff • EXISTING GRADE CENTERLINE tE = 384.21 (V W) _ PROPOSED GRADE- 4 Cf#TERLtNE 34 LF 12" Di_ 0 0.55% (PRIVATE) - � CEIM TYW #_ ' 1 TAU CUM I U7 (PUBLIC) W -00 _ STA = 15 +40.00, 12.17, RT STA. = 15 +4:0.00, 12.42', LT RIM - s _ Ott - 375 TRA CT D EXISTING GRADE B1- _ ( CENTERLINE DIRECTIONAL VANED GRATE_ ) " _ _-_ (B! - DIRECTIONAL NED GRATE) _ _ __ _ iE - PROPOSED GRADE tE = __ _ 3$3.5 (12 383.02 (18" t�) NE) __ ,, 1E •- _3.82_fl8 _ _(18 tE = 381.13 (18" W) W) } "_ O CENTERLINE IE _ 3&4.02 (6" S) tE = 381.13 18" ) t 25 LF 18" Di 0 0. 55% _ PttI3 - f cb cn CN LO LO r-- K) 00 O_ CD I`7 ... _ ._ " r rn t\ � � 0 M M � M 00 00 00 00 00 00 M O w STA. = 15 +70.141 12 1 T, LT VERnCAL DATUM CITY OF RENTON CITY OF RENTON, NAVD 88 DEPARTMENT OF PUBLIC WORKS BENCHMARK _ FOUND MONUMENT IN CASE APPROVED BY = DATE �• 2�I.20 /s CONC MONUMENT W /BRASS NAIL SET 0.65' BELOW GRADE APPFiONED BY DATE CITY OF RENTON CONTROL APPROVED BY DATE POINT NO. 478 EL= 391.016 (JUNE 2012) APPPANED BY DATE Cry =l • ♦~ R=' =�� KXR K ;�i CO 7• RIM= 387.50 ---- IE= 384.40 o 7 liCO CO i RIM = 387.30 RIMA387.60 all IE= 384.80 IE= 384.60 (6' 14 15 16 387.30 38 .60 388.40 CO CO BEARING PAD RIM = 388.40 RIM = 388.50 ELEVATION (TYP.) IE= 385.40 (6� IE= 383.50 17 388.50 CO RIM = 388.50 IE= 385.50 6' PVC SD FOR ROOF DRAINS O 1X MIN (TYP.) CO RIM= 388.50 IE= 384.30 CO RIM = 388.50 IE= 385.50 (6 ") 18�.. .. 388.50 --.I.... R -38 1 401 DRAINAGE NOTES: 1. STORM DRAIN (SD) SHALL BE CPEP UNLESS NOTED OTHERWISE. X5+00 16+00 LOW PT STA -- 15 +40.00 N w O1 BACK OF WALK, CENTER SURVEYED: BCE SCALE: HORIZ.: 1 " =20' VERT.: 1' =5' m HtGH PT STA = 17 +40.60 O 4W LOW PT ELEV = 386.57 3 REVISED PER CITY REVIEW BJT 4/22/15 BJT 2 REVISED PER CITY REVIEW HIGH PT ELEV = 388.47 3/30/15 BJT DRAWN: RAG PVI STA = 15 +40.00 1 REVISED PER CITY REVIEW BJT 1/15/15 BJT CHECKED: aff AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY PVI STA = 17 +40.00 REVISION BY DATE PM ELEV - 386.32 APPROVED. W Z N �Q�r- I I w w _z PVt ELEV = 388.32 L) n K = 50.00 r •00-4. 00--% w N 00 X K = 50.04 J Y � + ' OAF/ . N N 36.5 J _ Q o0 Q 00 t : Z Lu v �► Lo O w Li U m fn all uff • EXISTING GRADE CENTERLINE PROPOSED GRADE- 4 Cf#TERLtNE - � W -00 tfl8"CPEP 0 0.55% (P -UK4c ) s _ Ott t - f _..... ._ - .. - -._. ...mow.. -.. ... _ ._ " 143 LF 24" CPEP 0 0.55% (P ISLIC) 61 LF 24 CPEP 0 G.5-&X (pU3LIC) tin w STA. = 15 +70.141 12 1 T, LT _ RIM =- 386.41 CW, 1 TM 2 - -4$' 1 PUBLIC) 25 LF 18 Dt IE = 381 -DO (1-r STA = 17+13.17, 12.t7', LT i = 380.50 24' E IE = 379.71 (24" W) STA. _ 15+40.00, 12.17. RT IE 380.71 RIM = 38-6.32 (St- BtRECTKN& VANED GRAT€ IE = „ 379.71 (24 NE ui t£ = 383.52 (12" W) Z IE = 383.02 (18" NE) A 24 LF 12" CPEP 0 1 0C1°lo Pv$LtC e8 Pti8L1C EXISTIHG GRACE _ _ _ Wf STA = 17+13.17, 12. 7', RT C NTERLINE STA. = 15 +40.00, 12.42', LT RIU = 3.2 (8I- DWCTIONAL VANED -GRATE 86 � 1, = 20� RIM IE = = 387.75 380.95 (12" N) 1 RO GRADE 0 CENTERLINE E IE - 382.88 18" S 1 „= 5' IE = 3.83.25 (6" S) IE = 381.13 18" E) cC 00 Ln 00 co C-I PO � Ln `.n N r'? 00 �? 04 co clq rn r� 0 co 0 r\ O ► vh r 00 00 co � M oho to co 0�0 c0 I� co � co r- 0�0 � P 00 00 00 P co 00 00 p cn 00 � c0 co � (� 00 CD 00 CD 00 00 f 00 t\ 00 X5+00 16+00 SPOT ELEVATION AT N w O1 BACK OF WALK, CENTER SURVEYED: BCE SCALE: HORIZ.: 1 " =20' VERT.: 1' =5' m OF DRIVEWAY. O 4W DESIGNED: BJT 3 REVISED PER CITY REVIEW BJT 4/22/15 BJT 2 REVISED PER CITY REVIEW RAG 3/30/15 BJT DRAWN: RAG ONE INCH 1 REVISED PER CITY REVIEW BJT 1/15/15 BJT CHECKED: aff AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY N0. REVISION BY DATE APPR APPROVED. VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/1991 DATU M r. _? V J m Z C r � Z m T m ID 8 �o a Z r I'z m D v a z G) z c 3 m n+ao Iwo 6,8 � 0w9 �9 v- CITY OF ROAD AND DRAINAGE PLAN AND PROF9 �o /oe /zou - RENTON COPPERWOOD FIELDOOM: QUADRANT HOMES ,O Planning/Building/Public woks Dept. 14725 SE 3611-1 ST, SUITE 200 BELLEVUE, WA 98006 a °° 8 � 37 (7- A-NNNNAA T T1 8 SPOT ELEVATION AT N w O1 BACK OF WALK, CENTER 7 m OF DRIVEWAY. O 4W z5 N T w Q_ �; i X p z LAJ W L<L- g � 375 Q0 N N00 � z zcr cr v v 3®0 O 00 W Z N �Q�r- I I w w _z L) n 1 r •00-4. 00--% w N 00 X AL J n+ao Iwo 6,8 � 0w9 �9 v- CITY OF ROAD AND DRAINAGE PLAN AND PROF9 �o /oe /zou - RENTON COPPERWOOD FIELDOOM: QUADRANT HOMES ,O Planning/Building/Public woks Dept. 14725 SE 3611-1 ST, SUITE 200 BELLEVUE, WA 98006 a °° 8 � 37 (7- A-NNNNAA T T1 8 N w 390 7 m Z j Z cr O �c z5 N T w Q_ �; X p z LAJ W L<L- g � 375 Q0 N N00 z zcr cr Z cn (0 00 W Z N �Q�r- I I w w _z L) n C� Z r •00-4. 00--% w N 00 Z N uj N .d- J Y U N + ' OAF/ . �4% 36.5 J Q v t : Z Lu v �► n+ao Iwo 6,8 � 0w9 �9 v- CITY OF ROAD AND DRAINAGE PLAN AND PROF9 �o /oe /zou - RENTON COPPERWOOD FIELDOOM: QUADRANT HOMES ,O Planning/Building/Public woks Dept. 14725 SE 3611-1 ST, SUITE 200 BELLEVUE, WA 98006 a °° 8 � 37 (7- A-NNNNAA T T1 8 O 7 m D �c T �; n w 0 0 U W J LL 0 0 0 W L, Q 0 I I I I W X z 0 c� z Y J Q m 0 U V) Q CD 6 M CD N N E v 0 (DIM 3 �i I 00 cD C Q) d 00 0 En 0 0 CD W Z W _J 375 Eii•] INTERSECTION -- GRAHAM AVE SE STA. SE 2ND PL STA.: 32• Fr STOP SIGN.I INSTALL ON LIGHT POLE AS DIRECTED BY CITY INSPECTOR. I , , , , , , , , , CO RIM = 386.60 IE= 384.60 (6 ") I%Im- %juv.vv IE= 384.60 (6 ") FAlelM ;j JUAL ilk FAIJ RM LOYMI DIVA13 lk I D" DI Ul I kk Ill CO RIM = 386.90 DRAINS 0 1% MIN (TYP.) COPPERWOOD 927M1 r1C TLJC AIWi /A r1C TLJC 011=11A r1C 0Cr+ i= IE= 384.90 ELEVATION (TYP.) IE= 385.30 6" PVC SD FOR ROOF DRAINS ® 1% MIN (TYP.) IE= 384.80 (6 ") 1 \Im -%ju / .TV IE= 384.40 (6 ") DRAINAGE NOTES: 1. STORM DRAIN (SD) SHALL BE CPEP UNLESS NOTED OTHERWISE. V 11� �v 6' HIGH SOUD WOOD FENCE T � 'OR'-.APPROVED EQUAL 0 U SURVEYED: BCE SEE LANDSCAPE PLANS LOW PT STA =_ 21 +87,21 .FOR DETAIL. 10' JOINT UTIUTY EASEMENT ON BERGQUIST PROPERTY TO BE I RECORDED PRIOR TO FINAL PLAT HtGN PT STA = 20 +40.00 BJT 4/22/15 38 1 ;�� ■ 2 REVISED PER CITY REVIEW lap 3/30/15 BJT DRAWN: RAG 1 1. CATCH ®AS1At GRATES T� STAN8A 1 L C1NG 1/15/15 BJT CHECKED: \� -- LOW PT ELEV 386.01 DATE APPR tW NO PARKING SIGN INSTALLED PER 00 HIGH PT ELEV = 387.07 Im 00 rn ©DETAIL ON SHEET 25. PARKING 00 Z WILL BE PROVIDED ON THE W OPPOSITE SIDE OF THE STREET. ww ATE! tfi�ss - 0 Q ROAD NAME SIGN INSTALLED PER .. W� DETAIL ON SHEET 25. S TA _;-­2­11+03.88 ._ : Lo D(ACT LOCATION AND NUMBER OF SIGNS • PVl _ STA =-_-2D + 4.0.00 Z Lj a • PVI STA = 19 + 4 Q.OD TO BE CONFIRMED WITH CITY INSPECTOR U N PRIOR TO INSTALLATION OF ALL SHEETS. v � __ Q_ i CO RIM = 388.80 IE= 385.00 (6' CO RIM = 388.00 IE= 382.50 NOTES: - 1 T � 0 U SURVEYED: BCE LOW PT STA =_ 21 +87,21 __ _ 0 DESIGNED: 3 HtGN PT STA = 20 +40.00 BJT 4/22/15 LOW PT STA = 19 +40.00 BJT 2 REVISED PER CITY REVIEW RAG 3/30/15 BJT DRAWN: RAG 1 1. CATCH ®AS1At GRATES T� STAN8A 1 L C1NG 1/15/15 BJT CHECKED: - -- LOW PT ELEV 386.01 DATE APPR Il 1 I APPROVED: Ilff 00 HIGH PT ELEV = 387.07 Im 00 rn LOW PT ELEV = 386.57 00 Z N ( I ww ATE! tfi�ss - Z S TA _;-­2­11+03.88 ._ _ - Lo Ln PVl _ STA =-_-2D + 4.0.00 Z Lj N PVI STA = 19 + 4 Q.OD Y U N _� _. � __ PVt ELEV = 387.32 - PV1 V = - - ELEV 386.32 WIN - 2. CATCH WIN OFFSETS TO CENTER K = 33...:.3 K =50.00 K = 50.00 f3F GRATE. CENTER OF TURF. 1 vc son - - -0cac 11 _ _ _ 0�c�xa _ _ _ - -. o N. �� - n7 o o Qay o +ao - +a� _ M On + + sn +00 �. tn + - N N N 00 v- .. uj . -. w .. Li J .. w .. LiJ ..W W5 m ® U m m m tD PROPOSED GRADE 0 CENTERLINE •- AF 3W ryilzn AIG GRADE 0 CENTERUNE w - fi U tow _ _ - 1...:00 J .., .- - - tI t F - f f . t - 58 1 2 CPEP P 0 59 . -- r- o - , 8 WATER _- LF 18 CPEP � 0.5 5% (PUBLIC) a - _ __ " CRIER 3W - - - - -- - - - --- - t891fPE 1� - 8' TP'E1� _ z -._. _ _ STA = 21+87.21, 12 7', RT . = 214' 81.70., 36.50 , RT _ - � STA = 32 15.59, 12.17 , RT _ RIM _ 386.62 STA = 19 +40.00, 12.42', RT CM 2� .� RlM = 383.52 �, IE = 381.17 12 N ( IE = 382.62 12 W RIM = 386.32 - ', 375 1E =383 tfi2' Sfj - _ ,• IE 381.17 (12 W) TE _ 383.12 (V N S) - (B1- DIRECTIONAL VANED GRATE ) 29 L 30u CPEP 0 0.50% PUBLIC RIM _ 387447 - IE __...,., . 1.1 7 1.,2 E " 25- LF 12 CPEP -0 5 819 PRIVATE " tE = 379.31 18 N _ IE = 379.24 24" W _ _ ( ) .,_ ,. ,,,,. _ .. _ _ _ -. tE = 383.68 12" W t j 2-� ' If - 379.24 (24" i STA = 3 +9-1.76, t 2.17 , RT 24 LF 12" CPEP C� 2.47% . PALIC _ -_. - -_ " !•E = 379.31 (18 S) STA. 19 +09.41 12.17 RT � � ", 24 LF 24 CPEP 0 0.55�G PUBUC RIM - 386.42 _ tE = tE = 381 381 69 12 E _ ( 69 (12" SW) STA. - __ - 22+- 45.22,, 12.17 -, RT TYPE 1- PLam - STA. = 21 +87.21, 12.17', LT EXISTINS_- ® CENTER GRAHAM AVE • _ +E = " 79.14 (18 N} STA = 18 +00.63 1 -2.17' tT , , RIM = 386.27 W/ �� �� (P� ) IE = " 78.64 (24 S) RIM = 387.47 - - - - - - _ IE � . -. _ _ _ 381.49 (12 IVW} _ " - I IM _ . 5 .7.7 CT 385 �8�t- I�}IRE I4AIAL VANED, AT � E} f�OPASE$- "- - STA = 19 +40.00 12.42' LT 18 " tE = 379. 37 (24" SW) - tE,, _ 38..1.4.9 1.2 N.E _ ( } _ IE --- ......_381._.77 12 _ _E. -_ { j � CENTERU_ 1 -_� 31 LF CPEP 0.55% PUBLIC " 37 LF 12" CPEP ® 0.559° PUBLIC IE = 381.49 (12" S) IE = 382.27 (6" E)' 1 „- 5' RIM = 385.32 (81- DIRECTIONAL VANED GRATE) If = 379.37 (24 It ) IE = 382.00 (6" W 1 - 384.32 (6 W) 00 � O N 00 O m 00 M � N O N N O CD N N ►� O N CD N (� M O N O t\ O C7f N^ r'7 Cp N to I , i co CD LCD % CO N p! N .- 1� N M N N LO t\ ^ t\ c0 00 ca 00 ^ Cn In 00 (p Cn r- 00 Cp 00 cD 00 CO � 00 m CO 00 Cp c0 CO 00 C6 c0 Cn 00 C6 00 c0 00 to c0 00 00 Go t0 00 � c0 CD 00 Ln Cn 00 � � 00 00 CO c0 00 c0 00 00 C6 cfl 00 00 00 00 00 00 00 Cn 00 m 00 00 00 00 00 n 00 r� rn M ' `� M M IY) to M M M M M PO M M ''� M rr� t� M n M r-) M n M � 0G0 � N7 P0 I''� f � 00 n A 23+00 22+00 VEFMAL DATUM CITY OF RENTON CITY OF RENTON, NAVD 88 pEPAFRTMENT OF PUBLIC WORKS BENCHMARK FOUND MONUMENT IN CASE APPROWD BY DATE `/' 2R. tO (r CONC MONUMENT W /BRASS NAIL APPROVED BY DATE ;F/f/145 SET 0.65' BELOW GRADE CITY OF RENTON CONTROL APPROVED BY DATE POINT NO. 478 EL= 391.016 (JUNE 2012) APPPOWD BY DATE SCALE: VERTICAL: NAVD CITY OF HOW.: 1 " =20' HORIZONTAL: NAD 1983/83/ 1991 VERT.: 1' =5' �'- RENTON I ONE INCH I DATUM AT FULL SCALE Planning /Building /Public Works Dept. IF NOT ONE INCH SCALE ACCORDINGLY 1 1 � 1 _k 1 ' 1 SPOT ELEVATION AT OBACK OF WALK, CENTER OF DRIVEWAY. opt C/ 'NA L ECG C' = 1 T � 0 U SURVEYED: BCE m T - Z 0 DESIGNED: 3 REVISED PER CITY REVIEW BJT 4/22/15 BJT BJT 2 REVISED PER CITY REVIEW RAG 3/30/15 BJT DRAWN: RAG 1 REVISED PER CITY REVIEW BJT 1/15/15 BJT CHECKED: NO. REVISION BY DATE APPR Il 1 I APPROVED: Ilff SCALE: VERTICAL: NAVD CITY OF HOW.: 1 " =20' HORIZONTAL: NAD 1983/83/ 1991 VERT.: 1' =5' �'- RENTON I ONE INCH I DATUM AT FULL SCALE Planning /Building /Public Works Dept. IF NOT ONE INCH SCALE ACCORDINGLY 1 1 � 1 _k 1 ' 1 SPOT ELEVATION AT OBACK OF WALK, CENTER OF DRIVEWAY. opt C/ 'NA L ECG C' = 1 T � 0 U �- � m T - Z 0 Z ZN w Q_Q Z L Z w g Q N 0-4 04 Z O N 00 ZM Im 00 rn (0 00 Z N ( I ww Z r Lo Ln N 00 Z Lj N N .40- Y U N ROAD AND DRAINAC� PLAN AND PROI LE io /o e /zo,a COPPERWOOD F*aDEKM: QUADRANT HOMES ,O 14725 SE 36TH ST. SUITE 200 BELLEVUE, WA 98006 """s "37 A- NNNNAA i D T ul �Z .Z T D O a D Z Z C 3 m m n �C r_ 4, � � O r u I\ ■ I z C T � ■ z m T m Z ID i D T ul �Z .Z T D O a D Z Z C 3 m m n �C r_ 4, � � O r u I\ ■ I T � ■ O m Z _< W D O U W J LL O O z W w 0 O Ir U i x Z 0 Z Y J m v U Q CN CV 0 u7 0 CN CV d E 0 0 (3) 00 on C71 c: Q) pq 00 cD cn 0 0 0 c0 Q a- W 06 3 375 ROAD AND DRAINAGE PLAN AND PROFILE s7:1 COPPERWOOD PTN OF THE NW1 /4, OF THE SEII/4 OF SEC. 15 TWP. 23 N., RGE 5 EAST, W. M. CITY OF RENTON, KING COUNTY, STATE OF WASHINGTON TRACT B VERTICAL DATUM CITY OF RENTON, NAVD 88 BENCHMARK FOUND MONUMENT IN CASE CONC MONUMENT W /BRASS NAIL SET 0.65' BELOW GRADE CITY OF RENTON CONTROL POINT N0. 478 EL= 391.016 (JUNE 2012) • •Ti CITY OF RENTON DEPARTMENT OF PUBLIC WORKS SURVEYED: BCE SCALE: HMIZ.: 1 " =20' VERT.: 1 " =5' VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/1991 DATUM U) 0 U HIGH PT STA = 41 +10.00 DRAW RAG ONE INCH BJT 3 REVISED PER CITY REVIEW BJT 4/22/15 2 REVISED PER CITY REVIEW RAG 3/30/15 1 REVISED PER CITY REVIEW BJT 1/15/15 HIGH PT ELEV - 387.75 BY DATE ifX g Q N ro CN CN Z M O N 00 Z PVI STA = 41 +10.00 0000 wZ N �R-- I I Lj w Ln u7 C*4 In 04 Z w �-- PV ELEV = 388.00 Z Li N �14- N J Y U N K 50.00 00 00 co U-? o U-? Li +000 +0000 on ui U > U > in o PROPOSED GRADE 0 CENTERLINE Q \ MJ w 1.00% -1.00% 65 LF 12" CPEP 0 1.00% (PRIVATE) EXISTING GRADE 0 CENTERLINE 198 LF 30" CPEP 0 0.50% (PUBLIC) CW TYPE 1 PRNATE CB*5 TYPE 2 -54' PUBLIC STA = 43 +04.55, 0.00'1 STA. = 40 +41.50, 0.00', RIM = 386.05 RIM = 387.31 IE = 382.05 (12" W) IE = 377.99 (30 W) TYPE 2-5C (PUBLUIC) IE = 377.99 (30" E) A = 42 +39.75, 0.00', IE = 382.75 (6" N) F IM = 386.70 IE = 382.75 (6" S) I = 377.00 30" W I = 381.40 (12 " E) 29 LF 30" CPEP 0 0.509 PUBLIC I = 377.00 (30" SE) I = 384.30 (6" SW) CM TYPE 2 -54" PUBLIC I = 384.30 (6" N) STA. RIM = 19 +09.41, 12.17', 3RA-49 RT IE = 378.14 (30" E) EXISTING GRADE TRACT C NOTES: IE 379.14 (18" N) CENTERLINE IE = 378.64 (24" S) PROPOSED GRADE "_20' 1. CATCH BASIN GRA VANED GRATES UNLESS S To BE STANDARD LOCKING OTHERWISE 0 CENTERLINE 1 1 " =5' SPECIFIED. 2. CATCH BASIN OFFS S MEASURED TO CENTER OF GRATE. CENTER OF STRUCTURE. O rn N 0 r') � 0 tf) � co cD `? CN (� C14 co cp O 0 W) rn 0 � 00 0 (D 0 al 00 0 00 0 W) r� 0 � 00 0 co 00 co 00 cO 00 r\ 00 ()0 00 00 00 00 rn �00 ai �M co �� co �M n 00 00 �00 Ln Mm cc Ln �� cc) Ln 00 (6 00 do 00 CO � 00 �0 co � �� �Pell VERTICAL DATUM CITY OF RENTON, NAVD 88 BENCHMARK FOUND MONUMENT IN CASE CONC MONUMENT W /BRASS NAIL SET 0.65' BELOW GRADE CITY OF RENTON CONTROL POINT N0. 478 EL= 391.016 (JUNE 2012) • •Ti CITY OF RENTON DEPARTMENT OF PUBLIC WORKS SURVEYED: BCE SCALE: HMIZ.: 1 " =20' VERT.: 1 " =5' VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/1991 DATUM U) 0 U DESIGNED: BJT APPROVED BY DATE 4 7Z "'Plf APPROVED DATE s�ll r APPROVED BY DATE APPROVED BY DATE BJT DRAW RAG ONE INCH BJT 3 REVISED PER CITY REVIEW BJT 4/22/15 2 REVISED PER CITY REVIEW RAG 3/30/15 1 REVISED PER CITY REVIEW BJT 1/15/15 NO. REVISION BY DATE 375 43+00 43+40 = Z SURVEYED: BCE SCALE: HMIZ.: 1 " =20' VERT.: 1 " =5' VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/1991 DATUM U) 0 U DESIGNED: BJT BJT BJT DRAW RAG ONE INCH BJT CHECKED: AT FULL SCALE 1 IF NOT ONE INCH SCALE ACCORDINGLY AP P R APPROVED. = Z C3 VI Z C U) 0 U z �< Z c z > zir O z g� IL Z m Z � m !> Li NO PARKING SIGN INSTALLED PER FP] DETAIL ON SHEET 25. PARKING WILL BE PROVIDED ON THE OPPOSITE SIDE OF THE STREET. NOTE: EXACT LOCATION AND NUMBER OF SIGNS TO BE CONFIRMED WITH CITY INSPECTOR PRIOR TO INSTALLATION OF ALL SHEETS. i DRAINAGE NOTES: 1. STORM DRAIN (SD) SHALL BE CPEP UNLESS NOTED OTHERWISE. ; r A%— CITY OE RENTON Planning /Building /Public Works Dept. R- 381409 co RIM= 387.70 IE= 385.20 (6') CO RIA1= 387.70 IE= 385:50 (6) 47 387.70- t lak NA L ECG ati�� = C3 0 U) 0 U �- :D z > zir O g� W � Z �-- Z w Li ifX g Q N ro CN CN Z M O N 00 Z Zcn c(D 0000 wZ N �R-- I I Lj w Ln u7 C*4 In 04 Z w �-- N 00 Z Li N �14- N J Y U N Iz W a► Jv b'8 CO ROAD AND DRAINAGE PLAN AND PROF] LE �o /oe /zo,4 COPPERWOOD FIIELDSOOK: QUADRANT HOMES ,� 14725 SE 36TH ST. SUITE 200 BELLEWE, WA 98006 � °gyp °37 "'Y °� A- NNNNAA D T fi r. - n r� rZ T D rr O D Z G7 Z C m m y C7 v � O �W -u C3 0 w 0 0 U W J LL 0 0 0 w Z LLJ 1-- CL W 0 O U I i x Z O _Z Y J Q m W 0 U V) Q CN 0 Ln 0 CN CN E a) 0 0 01 E I C Q) Q) cu 00 c0 cn 0 0 CD co W� za W 6 L• LL- FRONTAGE IMPROVEMENT PLAN AND PROFILE PTN OF THE NW1/4, OF THE SEII/4 OF SEC. 15 TWP. 23 N., RGE 5 EAST, W. M. CITY OF RENTON, KING COUNTY, STATE OF WASHINGTON EX FIRE HYDRANT AND ASSEMBLY TO EX GAS VALVE TO REMAIN AND REMAIN BE RAISED TO FINISH GRADE. CONTRACTOR TO VERIFY EXACT 0w *•1r_1aff+m PAVEMENT RESTORATION PER THE CITY OF RENTON TRENCH RESTORATION & STREET OVERLAY REQUIREMENTS (C.O.R. MUNICIPAL CODE SECTION 9- 10 -11) WILL BE APPLICABLE ON ALL FRONTAGE STREETS. (SUBJECT TO FIELD SPECIFICATIONS BY THE r.v IIIArrn I I A I "r-C �II nreTr)kl Akin nrDTU INSPECTOR) R- 381410 ElROAD NAME SIGN INSTALLED PER DETAIL ON SHEET 25. NOTE: FINAL LOCATION OF ALL STREET AND NO PARKING SIGNS WILL BE COORDINATED AND VERIFIED WITH CITY INSPECTOR PRIOR TO INSTALLATION. \-INSTALL R �P PER DETAIL ON SHEET 26 4W Z SURVEYED: BCE v _w c T r DESIGNED: BJT BJT 4/22/15 BJT RAG 3/30/15 BJT D` AW RAG BJT 1/15/15 BJT CHECKED: BJT BY DATE AU APP D: lla x L Z w > Q N rn N N z CD C%4 o 0 Z � 00 rn N (0 � 00 �z N Q I I Ww L _ if 7 N Z Z r— ow-�% w N 00 Z LLJ N N > � T- Y cD.� iNO *m - - w in - _ - fl Z _ a. m `L- 1. - _ — O p c/ o °Q _ w in - Q 8 . SAT _ _ cn w EXISTING GRADE 0 CENTERLINE OF R/W O r7 co ?.... CN 3W VI Cw, TYPE 3 --- - -_ __ -- :K: Inu STA. = 28 +34.00, 12.1 - RT -- _ - RIM = 396_36 _ TYPE' 1 (PUBLIC { -I ---- _____ - _ _ -- -- -__ PROPOSED E 0 FACE OF CURB _ _ tE = 392.86 (12" E) STA 10+11.53, 37.5.6. ; RT � `- _8 WAS ER ` -- - ---- -_ RIM 393 08 F F I E = 389.08 (;1.2" W) tE __ 389.08 (12" SE) E —tYl 13i 0 X% 78, 'LF , 120 CPEP 0 2.1890 PtfleLte __.. .— ._._.... .._..._... , I _ - o No s J E All - _ TYPE - =-32+91-70, 12.17', RT 375 - ,, - 5 - - Rllul — �87E _ ,� t = - 381. 12" 69 E 1E = 383.52 (12" ) -tE = 381.69 (12" SW 33 LF 12" CPEO 0 0.55% PUBLIC 37+0 _ C8011 TYPE I NGTES: - - - _ - - - SE fq.ACE E_ X SENG GCE STA. Rt� = 22+45.22, 12.171 386.2 RT CAT H if - iR!i im -+L ir l► �d 0 C€WERtm OF R/W tE = 38 1:49 12 NW VANED GF4 bWtESS OTHERWISE PECIFIEDr. - _ - __ - - _ PROPOSED BABE 1E = __ ,, 381 49 (12- NE) _ - - -- - - -- -- — - - .. - 9 FACE OF CURB I � BASIN � TO MITER _ - - _ - - - _ 5 = tE ( " 381.49 12 S - ) 365 OF GRATE. - CE1�fiER- OF �T xv%, T uRE. N N to f� O O N O I'7 00 to N O t� Ln to N taD t\ to I r? O 00 O t1) I .� tip O 00 CD .- O t\ to O CN m O O to 00 to co m r7 co C7� rn to co cn C" U-� C7� r7 ui In O O .� O M n CA M ro P6 O rn Vi (77 rn M N M I ri N O N C� ,� N N C7� rn — M c n ,� .– cn � ,� O O tT CJ� O O m m rn O DO m v� rn Co DO 00 oo 00 CO CO oo 00 ap oo 00 DO � 00 r� 0O CO CO r` DO 00 a0 00 C CO 0 00 t0 00 00 °O � � 0O CO 00 CO 00 PO rn In rn � �, � � M �,.� !,� �, M ,� PO P0 00 Pn in 2&M 29+00 30+00 31+00 32+00 33}00 VERTICAL DATUM CITY OF RENTON, NAVD 88 BENCHMARK FOUND MONUMENT IN CASE CONIC MONUMENT W /BRASS NAIL SET 0.65' BELOW GRADE CITY OF RENTON CONTROL POINT N0. 478 EL= 391.016 (JUNE 2012) CITY OF RENTON DEPARTMENT OF PUBLIC WORKS APPROVED BY APPROVED BY APPROVED BY APPROVED BY DATE -AvAr DATE l //-500, DATE DATE 3 REVISED PER CITY REVIEW 2 REVISED PER CITY REVIEW 1 REVISED PER CITY REVIEW N0. REVISION SCALE: IORIZ.: 1"=20' VERT.: 1 " =5' l ONE INCH ' AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/1991 A&::�s DATU M Cy S NA ENS\ \ry11�� a Z SURVEYED: BCE v _w c T r DESIGNED: BJT BJT 4/22/15 BJT RAG 3/30/15 BJT D` AW RAG BJT 1/15/15 BJT CHECKED: BJT BY DATE APP APP D: lla SCALE: IORIZ.: 1"=20' VERT.: 1 " =5' l ONE INCH ' AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/1991 A&::�s DATU M Cy S NA ENS\ \ry11�� a �� CITY OF FRONTAGE IMPROVEMENT PLAN AND PROFILE is /oe /zou - RENTON COPPERWOOD FIO-DI QUADRANT HOMES b Planning/Building/Public Works Dept. 14725 SE 36111 3T. SUITE 200 1 BELLEVUE, WA 98006 �_� r > 37 1,Al ININININIAIA '= Z T v _w c T r 446 l I Z Z O V) Z Z N uj w m �4 Z x L Z w > Q N rn N N z CD C%4 o 0 Z � 00 rn N (0 � 00 �z N Q I I Ww L Ln N if 7 N Z Z r— ow-�% w N 00 Z LLJ N N > � T- Y �� CITY OF FRONTAGE IMPROVEMENT PLAN AND PROFILE is /oe /zou - RENTON COPPERWOOD FIO-DI QUADRANT HOMES b Planning/Building/Public Works Dept. 14725 SE 36111 3T. SUITE 200 1 BELLEVUE, WA 98006 �_� r > 37 1,Al ININININIAIA '= Z T c T r 446 l I :-4 cn Z y Z m 44h, m � D T r u T =j s �4 z z 9 I 0 a D Z G1 Z C 3 CD m n D T 0 A 446 l I :-4 cn Z y �n n r , i 44h, D T 0 :-4 cn T T • !s D P1 W O O U W J F.L 0 0 0 Li.1 z W z F- U 0 Ir V i i i i X z 0 U Y J Q m 0 U Ull a N 0 N 000 N a� E v 0 CP N E 00 CID cu CP C n� 00 0 0 0 W� 2 a_ cu • K �� i•J 0 375 0 CONTRACTOR TO FIELD LOCATE CB #32 ON TO EXISTING 12" CULVERT V• LI l L/1 Is- V V L• L/ It I V V 1 1 IF-%I V/-1 I V I I BASIN IS FLUSH WITH PROPOSED CURB. PORTION OF EX CULVERT BETWEEN CB #33 AND CB #34 TO BE REMOVED FRONTAGE IMPROVEMENT PLAN AND PROFILE FOR COPPERWOOD PTN OF THE NW1 /4, OF THE SE1 /4 OF SEC. 15 TWP. 23 N., RGE 5 EAST, W. M. EX CB RIM = 385.70 CITY OF RENTON, KING COUNTY, STATE OF WASHINGTON IE = 379.50 (48" NE) EX FIRE HYDRANT IE = 379.50 (48" S) W AND ASSEMBLY INSTALL THERMOPLASTIC IE = 379.62 (18" E) Z TO REMAIN CROSSWALK STRIPE PER IE = 382.25 (12" N) CITY STANDARDS. SPECIAL NOTE: Q ; ' . PAVEMENT RESTORATION PER THE CITY OF RENTON EX SIGN _ I EX CB TRENCH RESTORATION & STREET OVERLAY TO REMAIN RIM _ = 385.18 REQUIREMENTS (C.O.R. MUNICIPAL CODE SECTION IE = 379.84 (18 N) 9- 10 -11) WILL BE APPLICABLE ON ALL FRONTAGE jj �- ' • " _ STREETS. (SUBJECT TO FIELD SPECIFICATIONS BY THE IE - 380.71 (12" S) IE = 379.80 (18" W) INSPECTOR) IE 379.89 12" E " \ \ ( ) . .��.� �n � EX c ) 2 S MANHOLE - ZAI S ED TO ' - -- -� 1 EX R/W EX 18, SD - - - _ __ w - - -- - - -- - -- -- - - - - -- �, ------------ - - - -- - - - - - -- - ------ - - - -_- ____ -___ = -- _ r _ w � _- ., N -- w EX S G - -- ---- -- vtir A s T REMAIN a 0 E �,� a..., _.:_ _ -- , , - uj Vv SE 2MD PL SE 13WH a , - v ,x CID CD . . . r .: . _ r s .. :T�T'4N.lril•#4"!e1'iL/ ww +e1 ww - s a a _.._ 4 13:1 TAPER _ r, aH _ STA. 37 +20.38 7.63' RT 2 ) - ��o - a ' END VEMENT TAPER _ _ -- -__ ---------- ---- -- a _ _ _ ___. �8 a 4 t r PA �H)- X - 58 LF 12 DI � -..._. --------- . -- Wu > EX 12" CULVERT TO REMAIN - - EX R/W 117-Iun DA (FY 19 ") IN(:ZTAI I [:URR RAMP PFR nFTAII 1 �r��.lr Ild1I Ivl�� vlv ten« i I j. r%lr r%nr, PAD SHALL BE INSTALLED OUTSIDE OF ORDINARY HIGH WATER MARK. IE= 382.00 (121 WALL SEE DETAIL SHEET 13 DAYLIGHT WALL DRAIN ® FACE OF WALL 71MI VERTICAL DATUM CITY OF RENTON CITY OF RENTON, NAVD 88 pEPARTMENT OF PUBLIC WORKS BENCHMARK FOUND �E APPROVED BY 0- oe _-.cz DATE �f•L9.2oi CONIC MONUMENT W /BRASS NAIL Ep BY DATE SET 0.65' BELOW GRADE CITY OF RENTON CONTROL APPROVED BY DATE POINT N0. 478 EL= 391.016 (JUNE 2012) gppppVEp BY DATE 3 REVISED PER CITY REVIEW 2 REVISED PER CITY REVIEW 1 REVISED PER CITY REVIEW N0. REVISION SURVEYED: BCE r DESIGNED: BJT BJT 4/22/15 BJT RAG 3/30/15 BJT DRAWN: RAG BJT 1/15/15 BJT CHECKED: BJT BY DATE APPR APPRovEo. BJT tz- CD EXISTING GRADE O CEWTERUNE °m Z Qw _ -' ,-- 5-�fUf3tiC)­ EX 8'. -WATER 4 I _ - EX 52 _ - .... ».- SQ 58 LF 12 Dl Q.S (PUB PROPOSED GRADE ® FACE OF CURB - -- - - - - -: _ L z -DI= _.__� _ .. - __ WWI or 111w, STA. _ 34+ 7 1.8 - 12.4 ' RT- CUM IET (PUBLIC RIM = 385,44 ' STA. 35 +90.50, 12.42, RT __ ,, (BI-- DIRECT N VANED - GRATE) iE= 379.18 (EX 48'� RIM = 384.54 (B1- DIRECTIONAL VANED - GRATE) 8 _SEWER -,� _� _ _ _ -_ 1 ( 2" Imo) IE _ $2.32 (12'm W) - - -_. _ 16- 1E _= 38227 E) iE= 378.66 (EX 30") 21 LF 12" DI 0 1.27% PU IC QM TYPE 2- _ _ _ C8i. Tlff'E 2 - -48" W1FlOUND Sc (PUBLIC) WtROUND SO LOCKING cPUeuC) STA. = 33 +72:54, _ flfl', LT _ - _ _ _ _ ETA. = 34 +57:27, S.flfl', LT _ RIM = 385.42 _ __ _ _ _- _ _ _ _ _ _ RIM - = 385.51 _ - 382.90 0-0711"',K)., _ _ EXISIIhIG -� O CENTERLMIE OF R/W _ _ _ SE 2ND PLACE_ NOTES: _ � Tiff'E "L . PROPOSED GRADE _ _ 1. CATCH BrAS�Ai -- CRATES TO - BE STA�D � ©C:KIAIG _ STA. = 34 +49.61, 12.17', RT ....385.63..... FAQE OF CURB 1 " =2 ©' VANED GRATES UNLESS OTHERWISE SPECIFIED. RIM = 1 = 2. CATCH BASIN OFFSETS MEASURED TO CENTER IE_ _- 382.56 12 W _ - OF GRATE. N T- CENTER OF STRUCTUi'E. In 00 04 00 rq o0 O N O � O M � r- LO 1 t\ Q? a0 co In N N n! r- 0) O N r- oo LO Lfi Q? �p co 00 00 r� 00 0) O �C 00 �C ao 00 �C6 00 00 �Lr; Oo 00 co 00 00 LO 00 Ln 00 Lo In 00 00 Lo In 00 00 Lc; d) ao Oo 00 �� 00 00 Ln 00 4 00 �� 00 00 �� 00 Ln4 a0 00 00 Ln 00 � Ln ao 00 C 00 � 00 � 00 00 00 M 00 rn rn �� �� �� �� �� �� �� �� �� �� �� r--) PO �M �� �� rn 71MI VERTICAL DATUM CITY OF RENTON CITY OF RENTON, NAVD 88 pEPARTMENT OF PUBLIC WORKS BENCHMARK FOUND �E APPROVED BY 0- oe _-.cz DATE �f•L9.2oi CONIC MONUMENT W /BRASS NAIL Ep BY DATE SET 0.65' BELOW GRADE CITY OF RENTON CONTROL APPROVED BY DATE POINT N0. 478 EL= 391.016 (JUNE 2012) gppppVEp BY DATE 3 REVISED PER CITY REVIEW 2 REVISED PER CITY REVIEW 1 REVISED PER CITY REVIEW N0. REVISION SCALE: HORIZ.: 1 " =20' VERT.: 1' =5' ONE INCH (INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/1991 DATUM STOP SIGN TO BE RELOCATED TO BACK OF PROPOSED CURB. FINAL LOCATION TO BE DETERMINED BY INSPECTOR. STREET SIGN TO BE RELOCATED 2 TO BACK OF PROPOSED WALK. ❑ FINAL LOCATION TO BE DETERMINED BY INSPECTOR. NO PARKING SIGN TO BE ❑3 RELOCATED TO BACK OF PROPOSED WALK. FINAL LOCATION TO BE DETERMINED BY INSPECTOR. SPEED LIMIT SIGN TO BE ❑4 RELOCATED TO BACK OF PROPOSED CURB. FINAL LOCATION TO BE DETERMINED BY INSPECTOR. Zgo- SURVEYED: BCE r DESIGNED: BJT BJT 4/22/15 BJT RAG 3/30/15 BJT DRAWN: RAG BJT 1/15/15 BJT CHECKED: BJT BY DATE APPR APPRovEo. BJT SCALE: HORIZ.: 1 " =20' VERT.: 1' =5' ONE INCH (INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/1991 DATUM STOP SIGN TO BE RELOCATED TO BACK OF PROPOSED CURB. FINAL LOCATION TO BE DETERMINED BY INSPECTOR. STREET SIGN TO BE RELOCATED 2 TO BACK OF PROPOSED WALK. ❑ FINAL LOCATION TO BE DETERMINED BY INSPECTOR. NO PARKING SIGN TO BE ❑3 RELOCATED TO BACK OF PROPOSED WALK. FINAL LOCATION TO BE DETERMINED BY INSPECTOR. SPEED LIMIT SIGN TO BE ❑4 RELOCATED TO BACK OF PROPOSED CURB. FINAL LOCATION TO BE DETERMINED BY INSPECTOR. Zgo- Z r C I Z m Tr m I I D Tt !r c n G<T Z T E ' � y R -3814 390 I TALk.� � p A Sy G' 38.5 r 1 4 T4 o S ON L 0 n D Z Z C m m a v 4 _w Z U � o z� gN 375 V) w a. � :D X 0 Z Q LLJ W N m 2 Q O N 04 04 a0 C� Z Z Z 00 wW y l 3%�0 N I I w � Q �-- Z �S LC) Lo 0 Z � �0 W N Z N N -� 00 Y LLJ � � U t� 36.5 � N ° �zwf • r J L Q _ _ z U 38+00 = W D .� V) O m O CO ^ D X, R FRONTAGE IMPROVEMENT PLAN AND LE 1 0/08/20 1 4 CITY OE n ma COPPERWOOD F>ELDIBICM. RENTON PAU: QUADPAWHOMES ,�: Planning /Building /Public Works Dept. 14725 SE 36TH ST. SUITE 2%f%;nv �! BELLEVUE, WA 98006 SIHM: cw: 12 37 n fA-NNNNAA w 0 0 U W J LL H H w Q W z W Q. 0 O 0 Qf V K 7 _D 0 U J7 n n v E o� 0 01 3 TO '7 E c: Q) 10 to D W W GEOWALL MAX OR ALTERNATIVE APPROVED BY GEOTE N §1100bmN\ I ENGINEER c� �J , J 3 12 Q Q 384 37� 376 374 V2 FENCE PER PLAN v 1 12° MIN � r UNIT DRAINAGE FILL 3/4" CLEAN CRUSHED ROCK 4" DIAMETER PERFORATED PVC DRAIN PIPE. DISCHARGE AT 4' LEVELING PADS FACE OF WALL. (CRUSHED ROCK) U JV VVIY Lf%I GRAVITY MODULAR BLOCK WALL DETAIL PROFILE VIEW CULVERT CROSSING PLAN AND DETAILS FOR COPPERWOOD PTN OF THE NW1/4, OF THE SE11/4 OF SEC. 15 TWP. 23 N., RGE 5 EAST, W. M. CITY OF RENTON, KING COUNTY, STATE OF WASHINGTON "^," I 'LAR BLOCK WALL NTS t_n Tu v%0L v L-i1% t 8" EMBEDMENT 1+20 384 K ►�J 378 K� 374 2+00 2 +40 VERTICAL DATUM CITY OF RENTON CITY OF RENTON, NAVD 88 DEPARTMENT OF PUBLIC WORKS BENCHMARK FOUND MONUMENT IN CASE APPPANED BY .�-'' "' DATE - ZQ•Zor CONC MONUMENT W /BRASS NAIL 3 REVISED PER CITY REVIEW APPROVED BY DATE si l f 2 REVISED PER CITY REVIEW SET 0.65 BELOW GRADE . CITY OF RENTON CONTROL APPFIOVED BY DATE 1 REVISED PER CITY REVIEW POINT NO. 478 EL= 391.016 (JUNE 2012) APPROVED BY DATE N0. REVISION 0 m TENSION *ME HOG Nw, - 5 F,A$W 8AM END Ok CORNER IIRAA:Er POST DE TAIL CA N114O "AIR R BRACE POSSOC T DETAIL it1' MA,k. ENO OR CLwkWR MPACE, POST TENSI1014 HARE PU+l�- POs' £ POST a 4' _LJIGLJ QI Ate_ VINYL _ F A3W SAND, TYP.; 6 STRETC -*m BAR tTYPj BJT Ti b* OR MAC(- POST HOG RrJCsS ("�P� 1� LINK FENCE PER WSDOT CHAIN LINK FENCE BJT TYPES 3 AND 4 BY STANDARD PLAN L- 2040-02 APPR S#* FT 2 OF 2 S FT'S >1 APfPROW" D FoR STD PLAN L- 20.10 -02 ��^ 51rWr �.p.+l..n.M .i taY•+r�wlw1re .r AT BACK OF WALK. Li I + rtiF*4G., 7NF.i r _ F— :D Z j Z cr 0 Z LJ BRACE P13ST METHOD OF FASTENING STRETCHER BAR TO POST MODULAR BLOCK X z Z w WALL PER DETAIL W N M Z Q THIS SHEET. N O N 00 � 4 t M • �� '' j' 3 E.f Z N cn I 00 00 I Ix Z ww w Q Z .; / N N 001-11% lo Lo 2 LLJ /d*AL 1 1 j t � 00 W / •,C:s T— �• Y U cn CHAIN LINK FENCE TYPES s AND 4 STANDARD FILM LP2 .10.02 � �a Sf.T ° t?F STETS �? LE EX 48 SD 55 LF EX 48" SD APPROWD FOR -- J8ijC-A i i Pasco Balkc6ch W 0"1112 .. / t _- _ _ - z _ lu V �gJ 8 ac o "" 0 DATE: IE = 379.40 - _ IE = 379.18 EXCM TYPE 2-72' STA. = 35 +22.22, 28.26 , LT RIM= 385.82 IE = 379.50 (48" NE) IE = 379.50 (48" S) SECTION A -A EXISTING GRADE HOR1Z. 1"=10' — VERT. 1 " =2' 0 SECTION PROPOSED GRADE Fo SECTION CD CO N N to coo N 0) t\ N 00 4 00 Ln 00 00 In 00 Ln 00 Lei � 00 It) C (7) 00 � � 1+20 384 K ►�J 378 K� 374 2+00 2 +40 VERTICAL DATUM CITY OF RENTON CITY OF RENTON, NAVD 88 DEPARTMENT OF PUBLIC WORKS BENCHMARK FOUND MONUMENT IN CASE APPPANED BY .�-'' "' DATE - ZQ•Zor CONC MONUMENT W /BRASS NAIL 3 REVISED PER CITY REVIEW APPROVED BY DATE si l f 2 REVISED PER CITY REVIEW SET 0.65 BELOW GRADE . CITY OF RENTON CONTROL APPFIOVED BY DATE 1 REVISED PER CITY REVIEW POINT NO. 478 EL= 391.016 (JUNE 2012) APPROVED BY DATE N0. REVISION 0 m TENSION *ME HOG Nw, - 5 F,A$W 8AM END Ok CORNER IIRAA:Er POST DE TAIL CA N114O "AIR R BRACE POSSOC T DETAIL it1' MA,k. ENO OR CLwkWR MPACE, POST TENSI1014 HARE PU+l�- POs' FASI`4C E t PIULL IX-)S T A f ENO Ok C (*,18 R DETAIL 'viii' iftx, TE 451" tit414 10 MAx..' t YP.,i Q jNt F}f;ti1 iii rAt KNUCKzE'd SELVAGE t TYP. i II F PARK [SAND '= T°Yf'.} v u (C L- _ 4 RuN DETAIL � D } TAX £ POST a L) a' t EL Ai K LED F A3W SAND, TYP.; 6 STRETC -*m BAR tTYPj BJT Ti b* OR MAC(- POST HOG RrJCsS ("�P� 1� SPACED 24• MAX. FASI`4C E t PIULL IX-)S T A f ENO Ok C (*,18 R DETAIL 'viii' iftx, TE 451" tit414 10 MAx..' t YP.,i Q jNt F}f;ti1 iii rAt KNUCKzE'd SELVAGE t TYP. i II F PARK [SAND '= T°Yf'.} v u (C L- _ 4 RuN DETAIL � D } TAX £ POST a ROLL F060*0 a' t EL Ai K LED { 3 C f4A;lk i ►K - 2 1 f oMK BJT S.10 b* OR MAC(- POST 2* 06%K 1� BJT CHAIN LINK FENCE BJT TYPES 3 AND 4 BY STANDARD PLAN L- 2040-02 APPR S#* FT 2 OF 2 S FT'S >1 APfPROW" D FoR — taco B1 *06ch Of "21/12 ��^ 51rWr �.p.+l..n.M .i taY•+r�wlw1re NOTES R 381412 D'art . Wti-r`iT - `.ii�'Ad °F ti tKkTt3 �ka`x s7'YF°.i it a1k)(r MAX. SPACED �-g' 2#' VAX. 1. AN concrete post bas" shat be 1(Y r*'11riT1iW" ctletr ler_ + f l E }'r a4i1tE. f S;t'QCE P17A- T 2. Along the top and bCZ%Iom, j f RkW, fasten ttm N* Link fence FaW to arty Tension VVe Aft ttw I� of to t kd t ,ea"_ I AL k 3. Oetab ale bistraVe and SIVAI rxX hardware &"W or Pat sdec- Am of any pa4a*f fence type. � AN. C ,r o Z TIE ,rows yP,, STM, t :t * -R BAR: r6„ .i'PACtD # I- MAX. staETL 4 4 T TYPE 3 CONCRETE POST BASE 7V P. i f TYPE 4 POST AND RAIL SPECFICATIUNS £ POST PPF ROLL F060*0 a' t EL Ai K LED { 3 C f4A;lk i ►K - 2 1 f oMK BJT S.10 b* OR MAC(- POST 2* 06%K 1� BJT 1/15/15 BJT CHECKED. BJT BY DATE T TYPE 3 CONCRETE POST BASE 7V P. i f TYPE 4 POST AND RAIL SPECFICATIUNS £ POST PPF ROLL F060*0 MOM. SitE 'SCK 40, LD. SECTION EIC1NT 1 J EW. CCOV*R --')R PVLL POST 2 1 f oMK BJT S.10 b* OR MAC(- POST 2* 06%K 1� BJT SCALE. FORE.: 1"=20' VERT.. 1"=5' L ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/1991 DATUM IL F^&RIC L FA8R1C' I��ti - SPACED IS. mkk 1 � SURVEYED: BCE z ^ DESIGNED: BJT BJT 4/22/15 BJT RAG 3/30/15 BJT °f�� BJT 1/15/15 BJT CHECKED. BJT BY DATE APPR APPROVED: BJT SCALE. FORE.: 1"=20' VERT.. 1"=5' L ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/1991 DATUM IL F^&RIC L FA8R1C' I��ti - SPACED IS. mkk 1 � z ^ C _ s T O # � T ca Z m Z T m >1 • T — — .r Li I + rtiF*4G., 7NF.i r _ F— :D Z j Z cr 0 Z LJ BRACE P13ST METHOD OF FASTENING STRETCHER BAR TO POST W X z Z w W N M Z Q N N O N 00 Z 4 t M • �� '' j' 3 E.f Z N cn I 00 00 I Ix Z ww w Q Z .; N N 001-11% lo Lo 2 LLJ /d*AL 1 1 j t � 00 W •,C:s T— �• Y U cn CHAIN LINK FENCE TYPES s AND 4 STANDARD FILM LP2 .10.02 � �a Sf.T ° t?F STETS APPROWD FOR -- J8ijC-A i Pasco Balkc6ch W 0"1112 .. Wletl•r, 5ia1• Q.p'Ti•4.M vl TawcwrMY..w t _- _ _ - z _ lu V �gJ 8 ac o "" 0 DATE: PLAN AND ucifuw io /oe /zoia -� RENTON COPPERWOOD F*IDBOOK: WARRANT HOMES ,O Planning /Building /Public Works Dept 14725 SE 36T}{ ST. Slu"11TE 200 BELLEWE, WA 98006 SHEET:p °37 TS � z ^ C _ s T O # � T ca Z m Z T m >1 • T — — I D 7 T f s E . F z r Z Z 0 a D 2 Z C m m n I v 1 r. cc O •I D D_ T O O � T • T — — .r In s CONSTRUCT GRAVEL ACCESS ROAD TO CONTROL STRUCTURE DRAINAGE FACILITY PLAN AND DETAILS FOR COPPERWOOD PTN OF THE NW1 /4, OF THE SEII/4 OF SEC. 15 TWP. 23 N. RGE 5 EAST, W. M. CITY OF RENTON, KING COUNTY, STATE OF WASHINGTON ST(}RMFILTER VAULT PER DETAIL SHEET 18. � 7 LF 18" SD O 0.55% -.;� ` ORDINARY HIGH 17 LF 18" SD O 0.55% . �• �� � WAS MARK IE= 373.75 (18' `.. W/ RIPRAP PAD PER � '`�._ ._ •. SPECS SHEET 15. X20 LF 18" 5D O 19.75% \ `:. ;� � . .. .. '�,,, SEE DETAIL ON SHEET 16 _ 44 1.F 1 8,. SD � p•55% •f•.. I MERGENCY OVERFLOW 1 r S ILLWAY PER DETAIL THIS SHEET t- - `�` T SHEET j Ir 20' WIQE SWf1G ; �� \ `> �` �\ �\ �38Q �\ �p : 6 HIGH BLACK VINYL CHAIN ---- - GATE PAR WS60T LINK FENCE PER WSDOT -382 _ �•• STD PLAN SHE 26 ''''• \ STD PLAN' -SHEET 13 : 18 , t ALONG TOP "OF POND 30 LF 180 SD O 8.3271. t � IE= 374.50 (18*) : t 1 t t t ` �E` `� TRACT LINE 8 SHEAR '•. W/ DEBRIS BERRIER GATE ` `l TRACT A '• 15 t '0� B. i ` ` ` `� 15 mom Nils STATIC WATER SURFACE i I I V :\ 1 I I I \ ...... EL= 377.00 MAX WATER SURFACE I I I I i d.MACT B EL= 384.00 1 I I I BOT`fOM • OF \ I I I I .. +. I WETPOND 232 LF 30n SD O 1.72% EL= 372.00 0 m i i X z 0 z Y J Q m 0 U (V CV Ln 0 CV E 0 0 E i 00 a� a� CO co in 1 0 0 0 0 W� Z Q W(u J V� EX FISH BARRIE I I 1 1 I I I I + � r r I• � � ► � TOP F P 1 I ► ` - y __ I i r 1 r 0 SLOE _ ►� - -7�_ _ i ► ► , *INDIVIDUAL T MP NOTE: __ � i• � r _ .. :I D DUAL LO B - - - _ _ _ _ / r r THIS PROJECT IS USING THE REDUCED IMPERVIOUS IE= 373.00 (30' j `'�7-�- - - _ _ _ / 2' : : : I w SURFACE CREDIT TO MEET THE INDIVIDUAL LOT W/ DEBRIS BARRIER _ 6 WIDE BERM _ BMP REQUIREMENTS (SPECIFICALLY THE RESTRICTED W/ RIPRAP PAD PER I I :. �s: + I - _ _ _ _ _ _ 3-Z� _ _ EL- 377.00 , �i / / : ' FOOTPRINT BMP), WHICH REQUIRES REDUCING THE SPECS SHEET 15. I i - - - _ _ _ _ _ �' . i I : : / :: ALLOWABLE IMPERVIOUS COVERAGE BY 10 PERCENT. THIS PROJECT IS ZONED R -4 AND IS USING THE b CLUSTERING PROVISION WITHIN THE CODE. PER C.O.R. CODE CLUSTER PROJECTS IN THE R -4 ZONE I ► / / / / ARE TO USE THE R-8 BULK REQUIREMENTS. ►••' + I / / V. / i / /= R -8 ZONE ALLOWS 75% MAX IMPERVIOUS COVERAGE CONSTRUCT :GRAVEL + + I I + I / / / / / / / f ! l Y PER LOT. ACCESS ROAD USING: I + 1-1/20 CRUSHED It BO OM OF / • / / / ` THE DRAINAGE FACILITY HAS BEEN SIZED SURFACING TOP COURSE + 1= I W OND / '� / / / : :I : = =� FOR 65% MAX IMPERVIOUS COVERAGE PER LOT. I + 1 I I I EL 70.00 CRUSHED SURFACING BASE 2 -1 /2 TRACT B POND DATA + + ► / �� COMBINED WETPOND /DETENTION POND COURSE I I + I I / / .•� '•• / / : / `�° + + . + I I ► I 1 1 I I I I I I • � l''I � l / i -: .- LEVEL 2 FLOW CONTROL °`DEAD STORAGE =3 MINIMUM TOP OF POND EL- 386.00 EL . . - • -. EMERGENCY OVERFLOW WATER SURFACE EL- 385.00 + •�'• 1 :1 + I I ( II 3 l f i �`�� . EMERGENCY OVERFLOW SPILLWAY EL= 384.65 ' 3 I I I �. II , i , '�� - �' RISER OVERFLOW WATER SURFACE EL= 384.15 + I + '•1 I IZ2_ _ _ _ _ i / i I �`� DESIGN WATER SURFACE EL= 384.00 + t•. I ' + t I ' I I II STATIC WATER SURFACE EL= 377.00 _ _ _ - - ! CELL# 1 SEDIMENT STORAGE EL= 371.00 ' �� �` �� I ♦ I I CELL #2 SEDIMENT STORAGE EL- 373.00 .• _ 3�� _ ' , i / 1 CELL #1 BOTTOM OF WETPOND EL= 370.00 CELL #2 BOTTOM OF WETPOND EL-372,00 DETENTION POND VOLUME REQUIRED =110 677 C.F. - i MI _ , POND VOLUME PROVIDED= C.F. i / _ POND VOLUME CONSTRUCTED- C.F. ELEVATION AREA S INCREMENTAL VOLUME TOTAL VOLUME '-- - - - - -- - - --'' �: 377 12,723 0 0 l 378 14.335 13,529 13,529 384 379 16,004 1 1 698 = 380 17,729 16,866 45,564 /. 381 19,510 18,619 64,184 = / 382 21,348 20,429 84,613 383 23 243 22 295 106,908 > 4 1 4 24,218 131,126 :�'.. •� c' D � .•��'� �� `� = = • � :• - - : •• -•• /• •- . -' -• • -• .. WETPOND VOLUME R IR 1 4 PLAT RQUNQAPY--*' ,�� : : : / EQU ED= _3 ,9 5 C.F. - WETPOND VOLUME PROVIDED 38,949 C.F. • LENGTH TO WIDTH RATIO =3:1 ELEVATION AREA (SF) INCREMENTAL VOLUM VERTICAL DATUM CITY OF RENTON Cf1Y OF RENTON, NAVD 88 pEPARTMENT OF PUBLIC WORKS 90 BENCHMARK FOUND MONUMENT IN CASE APPROVED BY � DATE 9%49.9401r CONC MONUMENT W /BRASS NAIL APPROVED BY DATE (�� SET 0.65' BELOW GRADE CITY OF RENTON CONTROL POINT NO. 478 EL= 391.016 APPROVED BY DATE (JUNE 2012) APPROVED W DATE 3 REVISED PER CITY REVIEW 2 REVISED PER CITE REVIEW 1 REVISED PER CITY REVIEW N0. REVISION 372 1.367 O �x 373 5,228 DESIGNED: BJT 3,298 4,434 374 6.78 3/30/15 6,006 10,440 Q W INSTALL POND BJT Z 0. SIGN ON FENCE 376 ,- c; a PER DETAIL SHEET 17. 9.378 � C Z - U FLOW CONTROL _ > Q N 0 STRUCTURE CN 00 Z ZCn PER DETAIL t0 00 CONSTRUCT GRAVEL ACCESS ROAD TO CONTROL STRUCTURE DRAINAGE FACILITY PLAN AND DETAILS FOR COPPERWOOD PTN OF THE NW1 /4, OF THE SEII/4 OF SEC. 15 TWP. 23 N. RGE 5 EAST, W. M. CITY OF RENTON, KING COUNTY, STATE OF WASHINGTON ST(}RMFILTER VAULT PER DETAIL SHEET 18. � 7 LF 18" SD O 0.55% -.;� ` ORDINARY HIGH 17 LF 18" SD O 0.55% . �• �� � WAS MARK IE= 373.75 (18' `.. W/ RIPRAP PAD PER � '`�._ ._ •. SPECS SHEET 15. X20 LF 18" 5D O 19.75% \ `:. ;� � . .. .. '�,,, SEE DETAIL ON SHEET 16 _ 44 1.F 1 8,. SD � p•55% •f•.. I MERGENCY OVERFLOW 1 r S ILLWAY PER DETAIL THIS SHEET t- - `�` T SHEET j Ir 20' WIQE SWf1G ; �� \ `> �` �\ �\ �38Q �\ �p : 6 HIGH BLACK VINYL CHAIN ---- - GATE PAR WS60T LINK FENCE PER WSDOT -382 _ �•• STD PLAN SHE 26 ''''• \ STD PLAN' -SHEET 13 : 18 , t ALONG TOP "OF POND 30 LF 180 SD O 8.3271. t � IE= 374.50 (18*) : t 1 t t t ` �E` `� TRACT LINE 8 SHEAR '•. W/ DEBRIS BERRIER GATE ` `l TRACT A '• 15 t '0� B. i ` ` ` `� 15 mom Nils STATIC WATER SURFACE i I I V :\ 1 I I I \ ...... EL= 377.00 MAX WATER SURFACE I I I I i d.MACT B EL= 384.00 1 I I I BOT`fOM • OF \ I I I I .. +. I WETPOND 232 LF 30n SD O 1.72% EL= 372.00 0 m i i X z 0 z Y J Q m 0 U (V CV Ln 0 CV E 0 0 E i 00 a� a� CO co in 1 0 0 0 0 W� Z Q W(u J V� EX FISH BARRIE I I 1 1 I I I I + � r r I• � � ► � TOP F P 1 I ► ` - y __ I i r 1 r 0 SLOE _ ►� - -7�_ _ i ► ► , *INDIVIDUAL T MP NOTE: __ � i• � r _ .. :I D DUAL LO B - - - _ _ _ _ / r r THIS PROJECT IS USING THE REDUCED IMPERVIOUS IE= 373.00 (30' j `'�7-�- - - _ _ _ / 2' : : : I w SURFACE CREDIT TO MEET THE INDIVIDUAL LOT W/ DEBRIS BARRIER _ 6 WIDE BERM _ BMP REQUIREMENTS (SPECIFICALLY THE RESTRICTED W/ RIPRAP PAD PER I I :. �s: + I - _ _ _ _ _ _ 3-Z� _ _ EL- 377.00 , �i / / : ' FOOTPRINT BMP), WHICH REQUIRES REDUCING THE SPECS SHEET 15. I i - - - _ _ _ _ _ �' . i I : : / :: ALLOWABLE IMPERVIOUS COVERAGE BY 10 PERCENT. THIS PROJECT IS ZONED R -4 AND IS USING THE b CLUSTERING PROVISION WITHIN THE CODE. PER C.O.R. CODE CLUSTER PROJECTS IN THE R -4 ZONE I ► / / / / ARE TO USE THE R-8 BULK REQUIREMENTS. ►••' + I / / V. / i / /= R -8 ZONE ALLOWS 75% MAX IMPERVIOUS COVERAGE CONSTRUCT :GRAVEL + + I I + I / / / / / / / f ! l Y PER LOT. ACCESS ROAD USING: I + 1-1/20 CRUSHED It BO OM OF / • / / / ` THE DRAINAGE FACILITY HAS BEEN SIZED SURFACING TOP COURSE + 1= I W OND / '� / / / : :I : = =� FOR 65% MAX IMPERVIOUS COVERAGE PER LOT. I + 1 I I I EL 70.00 CRUSHED SURFACING BASE 2 -1 /2 TRACT B POND DATA + + ► / �� COMBINED WETPOND /DETENTION POND COURSE I I + I I / / .•� '•• / / : / `�° + + . + I I ► I 1 1 I I I I I I • � l''I � l / i -: .- LEVEL 2 FLOW CONTROL °`DEAD STORAGE =3 MINIMUM TOP OF POND EL- 386.00 EL . . - • -. EMERGENCY OVERFLOW WATER SURFACE EL- 385.00 + •�'• 1 :1 + I I ( II 3 l f i �`�� . EMERGENCY OVERFLOW SPILLWAY EL= 384.65 ' 3 I I I �. II , i , '�� - �' RISER OVERFLOW WATER SURFACE EL= 384.15 + I + '•1 I IZ2_ _ _ _ _ i / i I �`� DESIGN WATER SURFACE EL= 384.00 + t•. I ' + t I ' I I II STATIC WATER SURFACE EL= 377.00 _ _ _ - - ! CELL# 1 SEDIMENT STORAGE EL= 371.00 ' �� �` �� I ♦ I I CELL #2 SEDIMENT STORAGE EL- 373.00 .• _ 3�� _ ' , i / 1 CELL #1 BOTTOM OF WETPOND EL= 370.00 CELL #2 BOTTOM OF WETPOND EL-372,00 DETENTION POND VOLUME REQUIRED =110 677 C.F. - i MI _ , POND VOLUME PROVIDED= C.F. i / _ POND VOLUME CONSTRUCTED- C.F. ELEVATION AREA S INCREMENTAL VOLUME TOTAL VOLUME '-- - - - - -- - - --'' �: 377 12,723 0 0 l 378 14.335 13,529 13,529 384 379 16,004 1 1 698 = 380 17,729 16,866 45,564 /. 381 19,510 18,619 64,184 = / 382 21,348 20,429 84,613 383 23 243 22 295 106,908 > 4 1 4 24,218 131,126 :�'.. •� c' D � .•��'� �� `� = = • � :• - - : •• -•• /• •- . -' -• • -• .. WETPOND VOLUME R IR 1 4 PLAT RQUNQAPY--*' ,�� : : : / EQU ED= _3 ,9 5 C.F. - WETPOND VOLUME PROVIDED 38,949 C.F. • LENGTH TO WIDTH RATIO =3:1 ELEVATION AREA (SF) INCREMENTAL VOLUM VERTICAL DATUM CITY OF RENTON Cf1Y OF RENTON, NAVD 88 pEPARTMENT OF PUBLIC WORKS 90 BENCHMARK FOUND MONUMENT IN CASE APPROVED BY � DATE 9%49.9401r CONC MONUMENT W /BRASS NAIL APPROVED BY DATE (�� SET 0.65' BELOW GRADE CITY OF RENTON CONTROL POINT NO. 478 EL= 391.016 APPROVED BY DATE (JUNE 2012) APPROVED W DATE 3 REVISED PER CITY REVIEW 2 REVISED PER CITE REVIEW 1 REVISED PER CITY REVIEW N0. REVISION 372 1.367 1,136 1,136 373 5,228 DESIGNED: BJT 3,298 4,434 374 6.78 3/30/15 6,006 10,440 375 8,468 BJT 7,626 18,066 376 10.288 APPROVED 9.378 27.015 SCALE: HMIZ.: 1' =20' VERT.: 1 " =N /A I ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/1991 DATU M A SECONDARY INLE C.O.R. STD DETAIL ELBOW RESTRICTOR JAILH( IE =38 IE =37 010 CI C\ /ATI/lAl -ZQC �/1 oVl IV1Yl VF JV111117 LLCM= J /J.VV SECTION VIEW_ A -A NOTES: 1. REFER TO C.O.R. STD DETAIL 237.00 FLOW RESTRICTOR CB#2 TYPE 2 -54" 1"=2' PLAN VIEW N 0 SCALE A TYPE CB NOTES: 1. REFER TO C.O.R. STD DETAIL 234.20 CB#2B EMERGENCY OVERFLOW SPILLWAY NOT TO SCALE POND BERM EMBANKMENT NOTES POND BERM EMBANKMENTS MUST BE CONSTRUCTED ON NATIVE CONSOLIDATED SOIL (OR ADEQUATELY COMPACTED AND STABLE FILL SOILS ANALYZED BY A GEOTECHNICAL ENGINEER) FREE OF LOOSE SURFACE SOIL MATERIALS, ROOTS, AND OTHER ORGANIC DEBRIS. EXCAVATE A KEY EQUAL TO 50% OF THE BERM EMBANKMENT CROSS- SECTIONAL HEIGHT AND WIDTH. THE BERM EMBANKMENT SHALL BE CONSTRUCTED OF SOIL PLACED IN 6 -INCH LIFTS COMPACTED TO AT LEAST 95% OF MAXIMUM DRY DENSITY, WITHIN 2 PERCENTAGE POINTS OF THE OPTIMUM MOISTURE CONTENT, MODIFIED PROCTOR METHOD ASTM D1557, WITHIN THE FOLLOWING SOIL CHARACTERISTICS: A MINIMUM OF 20% SILT AND CLAY, A MAXIMUM OF 60% SAND, A MAXIMUM OF 60% SILT AND CLAY, WITH NOMINAL GRAVEL AND COBBLE CONTENT. NOTE: IN GENERAL, EXCAVATED GLACIAL TILL IS WELL SUITED FOR BERM EMBANKMENT MATERIAL. /ATION 384.00 ORIFICE #2 IE= 381.95 (6") ELBOW RESTRICTOR ORIFICE 0 =3.00* ?ICTOR PLATE SHOP DRILLED ORIFICE '5.00 1.50" R- 381413 OVERFLOW EL CB #2B= 384.50 +� .t CITY OF DRAINAGE FACILITY PLAN AND 6E - RENTON COPPERWOOD OUADRANT HOMES Planning /Building /Public Works Dept. 14725 SE 36TH ST. SUffE 200 BELLEVUE, WA 98006 1,A- 1 TAL ~ c� 4 AL _ SURVEYED: BCE N U Z DESIGNED: BJT BJT 4/22/15 BJT RAG 3/30/15 BJT DRARAG BJT 1/15/15 BJT CHECKED. BJT BY DATE APPR APPROVED SCALE: HMIZ.: 1' =20' VERT.: 1 " =N /A I ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/1991 DATU M A SECONDARY INLE C.O.R. STD DETAIL ELBOW RESTRICTOR JAILH( IE =38 IE =37 010 CI C\ /ATI/lAl -ZQC �/1 oVl IV1Yl VF JV111117 LLCM= J /J.VV SECTION VIEW_ A -A NOTES: 1. REFER TO C.O.R. STD DETAIL 237.00 FLOW RESTRICTOR CB#2 TYPE 2 -54" 1"=2' PLAN VIEW N 0 SCALE A TYPE CB NOTES: 1. REFER TO C.O.R. STD DETAIL 234.20 CB#2B EMERGENCY OVERFLOW SPILLWAY NOT TO SCALE POND BERM EMBANKMENT NOTES POND BERM EMBANKMENTS MUST BE CONSTRUCTED ON NATIVE CONSOLIDATED SOIL (OR ADEQUATELY COMPACTED AND STABLE FILL SOILS ANALYZED BY A GEOTECHNICAL ENGINEER) FREE OF LOOSE SURFACE SOIL MATERIALS, ROOTS, AND OTHER ORGANIC DEBRIS. EXCAVATE A KEY EQUAL TO 50% OF THE BERM EMBANKMENT CROSS- SECTIONAL HEIGHT AND WIDTH. THE BERM EMBANKMENT SHALL BE CONSTRUCTED OF SOIL PLACED IN 6 -INCH LIFTS COMPACTED TO AT LEAST 95% OF MAXIMUM DRY DENSITY, WITHIN 2 PERCENTAGE POINTS OF THE OPTIMUM MOISTURE CONTENT, MODIFIED PROCTOR METHOD ASTM D1557, WITHIN THE FOLLOWING SOIL CHARACTERISTICS: A MINIMUM OF 20% SILT AND CLAY, A MAXIMUM OF 60% SAND, A MAXIMUM OF 60% SILT AND CLAY, WITH NOMINAL GRAVEL AND COBBLE CONTENT. NOTE: IN GENERAL, EXCAVATED GLACIAL TILL IS WELL SUITED FOR BERM EMBANKMENT MATERIAL. /ATION 384.00 ORIFICE #2 IE= 381.95 (6") ELBOW RESTRICTOR ORIFICE 0 =3.00* ?ICTOR PLATE SHOP DRILLED ORIFICE '5.00 1.50" R- 381413 OVERFLOW EL CB #2B= 384.50 +� .t CITY OF DRAINAGE FACILITY PLAN AND 6E - RENTON COPPERWOOD OUADRANT HOMES Planning /Building /Public Works Dept. 14725 SE 36TH ST. SUffE 200 BELLEVUE, WA 98006 1,A- 1 TAL ~ c� 4 AL _ T N U Z 0 � S O V) Z LJ w Z a- m r. x Z Z w �z > Q N 0 CN CN CN 00 Z ZCn t0 00 w z CV 3 I I LJ w Z ,^ y , LO L �Z 0\ �1 U-) w CN 100 Z Ld N J U c Q , i g I ��-� 10/08/2014 FIIELDBOOK: PACE: DRAWW NO: SHEET: 14 OF: 37 3 : >' 'm I P� rz Lr O D Z G1 Z C 3 m �3 ell lo � � W �1 i cn D T Z 0 � S :4 Z m r. m 3 : >' 'm I P� rz Lr O D Z G1 Z C 3 m �3 ell lo � � W �1 i cn D T 0 � S :4 ml c r. z w 0 0 U W J LL O O w Z w w 0 O ch U i X Z 0 z Y J Q m a� 0 u Ln N N Ln 0 N v E 0 0 3 E 00 .c CP n� rn co 0 0 0 w� Z d _J Qu L L� DRAINAGE FACILITY SECTIONS AND DETAILS FOR COPPERWOOD PTN OF THE NW1 /4, OF THE SE1 /4 OF SEC. 15 TWP. 23 N., RGE 5 EAST, W. M. COUNTY, CITY OF RENTON, KING STATE OF WASHINGTON 3®5 SURVEYED: BCE 3W W5 PRO OSED GRADE O SECTION BJT 4/22/15 5 RAG O p c0 p N rO mot• 1/15/15 BJT CHECKEEDD: a 1 o O � O Ci O 3 00 rn o�0 00 M - - M rn TOP OF POND EL= 386.00 rr f 30 18" CPEP O 8.327 PUBLIC r % - �- RIPRAP PAD PER SPECS THIS SHEET 380 -_-- _--r DESIGN WATER SURFAU EL= 384.00 _ INA WA - IE= 374:50 1 2 SU _ oe W/ QEBRIS 8ERRIER _ -fi' WIDE BERM EL= 377.00 , EL =377. ... STATIC WATER ._._ ._.. V SURFACE EL= 377.00 ... ... ._.. .._ -•- CELL ..... V� 7 CPEP • 375 / 4' DEAD STORAGE - . 2� 2-�q$' / K: 1779-20.96 - woCIEVQ t.. f PUBLIC} E: 131 469.0 _ _ T T`Q.M _ OF CELL _ 'i __ IE = 377.00 (18' N} _ 1314 48 _ _ IE= 373.75 18 { IE = 377.00 (18' SEA RIM- -=384 tE = 37 4 57 (18 S) 17 LF 18" CPEP O 0.= PuBUC 1' SEDIMENT . ORAGE- EL-373".00, _ IE 374.57 _ (18' W) 370 IE - 374.57 (18" E) _ 36 • -20 LF 8 _ SD ®- 20.55 %_ E: 13141.44 I�t1ut - 386.0© 30 -LI= 1.8" _ CPEP _ _O .832.�L _... PUBLIC . _ EXI IN6 E 4E = 378.-}1 _1 -8' W tE = 374.61 18” E W� 3 HORIZ. 1 - =20' — VERT. Y " =5. O �EOTIfiN 7 LF 18" CPEP _O 0.55:9 (PUBLIC,) N: 17792 -E: _ " 98 __ fl O BEC K CM mlrtt4M 7.91 E �314b7g.DT _ IE = 3715,50 (18" N) 5 '- c� Cl N r CO rn o o o Ln O N 0) rn 00 N - CD �K; 00 ��; ^ 00 ��; ^ 00 �� ac DO CO . 00 00 co 00 o 00 SECTION A -A 00 _ In r r-) PO rn n r� _ rn HORTZ. 1`=12'0` — VERT. fi " =5' 00 tan N m N L c0 p N Ln p r� p O p�j O rn Cn 00 0000 w 00 � 00 0000 co � 0�0 � 00 � CO � � CO � 00 � 2+00 ♦ EXISTING GRADE O SECTION m imoM � CELL #1 ...� -... L• 1' SEDIMENT STORAGE EL =37 1.-00 2265.10 EXTSTM GWE O SECTION PROPOSED GRADE -O SECTION PROPOSED GRADE O ION 375 385 375 0 .mu SURVEYED: BCE 3W W5 PRO OSED GRADE O SECTION BJT 4/22/15 5 RAG O p c0 p N rO mot• 1/15/15 BJT CHECKEEDD: a 1 o O � O Ci O (6 00 00 rn o�0 00 M - - M rn .mu SURVEYED: BCE PRO OSED GRADE O SECTION BJT 4/22/15 5 RAG 3/30/15 BJT BJT 1/15/15 BJT CHECKEEDD: a 1 BY DATE APPR APPROVED BJT c„i taFerF F- -- - -- - - EXISTING GRADE O SECTION — rr 30 18" CPEP O 8.327 PUBLIC r % - �- RIPRAP PAD PER SPECS THIS SHEET 380 _ INA WA R SU _ oe EL= 377.00 , 144 " _ �7/ 5 V� 7 CPEP • / rr rr / 2� 2-�q$' / K: 1779-20.96 - woCIEVQ t.. f PUBLIC} E: 131 469.0 _ _ 'i __ IE = 377.00 (18' N} _ 1314 48 _ _ IE= 373.75 18 { IE = 377.00 (18' SEA RIM- -=384 tE = 37 4 57 (18 S) 17 LF 18" CPEP O 0.= PuBUC IE 374.57 _ (18' W) 1�At1.T IE - 374.57 (18" E) _ 36 • -20 LF 8 _ SD ®- 20.55 %_ E: 13141.44 I�t1ut - 386.0© _ _ _ _ _ _ _. _ _ „, A -T AM EXI IN6 E 4E = 378.-}1 _1 -8' W tE = 374.61 18” E W� 3 HORIZ. 1 - =20' — VERT. Y " =5. O �EOTIfiN 7 LF 18" CPEP _O 0.55:9 (PUBLIC,) N: 17792 -E: _ " 98 __ fl O BEC K 13148 7.91 IE = 3715,50 (18" N) '- c� Cl N r CO rn o o o Ln O N 0) rn 00 N m (�) In CD �K; 00 ��; ^ 00 ��; ^ 00 �� ac DO CO 00 00 00 co 00 o 00 00 00 00 r\ 00 In r r-) PO rn n r� rn rq 2+00 VEFMAL DATUM CITY OF RENTON CITY OF RENTON, NAVD 88 DEPAFRTMENT OF PUBLIC WORKS BENCHMARK FOUND MONUMENT IN CASE APPROVED BY DATE '3 &'2oiS� CONC MONUMENT W /BRASS NAJL APPPA NED DATE SET 0.65 BELOW GRADE CITY OF RENTON CONTROL ADD DATE POINT NO. 478 EL= 391.016 (JUNE 2012) APPPANED BY DATE 3 REVISED PER CITY REVIEW 2 REVISED PER CITE REVIEW 1 REVISED PER CITY REVIEW N0. REVISION 0 RY HIGH MARK E 0 400 W5 H 6' WIDE BERM } EL= 386.00 a SIGN WATER SURFACE 384. - -- __ — — STATIQ WATER _ SURFACE EL= 377.00 _ PROPOSED GRADE O SECTION _ CELL #2 4' DEAD BOTTOM OF CELL 2 EL= 372.00 / 7 1' SEDIMENT STORAGE EL= 373.00 EXISTING GRADE SECTION 13-B SECTION PROPOSED GRADE HORIZ. 1"=20' — VERT. I"=5' f 0 SECTION 00 N Cl Ln N co � m o p � c0 00 O Ln N N r- �G N 00 00 rn CO M 00 P0 oa M M M 00 00 M 375 4+00 1+00 2+00 3+00 SCALE: HORIZ.: 1' =20' VERT.: 1' =5' I ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/1991 DATUM I AL ROCK PROTECTION AT OUTFACES oN EN �ti� ROCK LINING OUTFACE SPECIFICATIONS: ROCK LINING SHALL BE QUARRY SPACES WITH GRADATION AS FOLLOWS: PeSSiNr. a -wru SQUARE SIEVE: 100% Z T -z m T m ; Ir Dt U. D T { �z � m .Z D O D Z Z C 3 m n y C� y W i - o PASSING 3 -INCH SQUARE SIEVE: 40 -60% MAXIMUM = C� U PASSING 3/4 -INCH SQUARE SIEVE: 0 -10% MAXIMUM Z > ZD ROCK LINING MINIMUM DIMENSIONS: O z N THICKNESS: 1 FOOT 15 WIDTH: DIAMETER + 6 FEET w x LENGTH: 8 FEET OR 4 X DIAMETER, Z Z W WHICHEVER IS GREATER j N g Z Lj HEIGHT: CROWN + 1 FOOT Q n N N p O N DO 0 c RIPRAP OUTFALL SPECIFICATIONS: Z Z CD 00 W W RIPRAP SHALL BE REASONABLY WELL GRADED WITH GRADATION AS FOLLOWS: CN Q Z MAXIMUM STONE SIZE. 24 INCHES (NOMINAL DIAMETER) Ln Ln 0 Z MEDIAN STONE SIZE: 16 INCHES Ln _ ^ ^ �? - MINIMUM STONE SIZE: 4 INCHES N Z u7 Lo CN RIPRAP MINIMUM DIMENSIONS: Y U N THICKNESS: 2 FEET WIDTH: DIAMETER + 6 FEET OR 3 X DIAMETER, WHICHEVER IS GREATER ` •OAF/ LENGTH: 12 FEET OR 4 X DIAMETER, WHICHEVER IS GREATER av> cr J i HEIGHT: CROWN + 1 FOOT T Zr.. _ - - m �► J d o* z 8 �� 5 DRAINAGE FACILITY SECTIONS AND DETAILS DATE 0/08/20 4 COPPERWOOD FIELDO": RENTON PAGE: QUA HOMES NO: I*QIAIA Planning /Building /Public Works Dept. 14725 SE 36TH ST. SUITE 200 . SHEET: � OF: BELLEVUE, WA 98006 37 SURVEYED: BCE DESIGNED: BJT BJT 4/22/15 BJT RAG 3/30/15 BJT BJT 1/15/15 BJT CHECKEEDD: a 1 BY DATE APPR APPROVED BJT 400 W5 H 6' WIDE BERM } EL= 386.00 a SIGN WATER SURFACE 384. - -- __ — — STATIQ WATER _ SURFACE EL= 377.00 _ PROPOSED GRADE O SECTION _ CELL #2 4' DEAD BOTTOM OF CELL 2 EL= 372.00 / 7 1' SEDIMENT STORAGE EL= 373.00 EXISTING GRADE SECTION 13-B SECTION PROPOSED GRADE HORIZ. 1"=20' — VERT. I"=5' f 0 SECTION 00 N Cl Ln N co � m o p � c0 00 O Ln N N r- �G N 00 00 rn CO M 00 P0 oa M M M 00 00 M 375 4+00 1+00 2+00 3+00 SCALE: HORIZ.: 1' =20' VERT.: 1' =5' I ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/1991 DATUM I AL ROCK PROTECTION AT OUTFACES oN EN �ti� ROCK LINING OUTFACE SPECIFICATIONS: ROCK LINING SHALL BE QUARRY SPACES WITH GRADATION AS FOLLOWS: PeSSiNr. a -wru SQUARE SIEVE: 100% Z T -z m T m ; Ir Dt U. D T { �z � m .Z D O D Z Z C 3 m n y C� y W i - o PASSING 3 -INCH SQUARE SIEVE: 40 -60% MAXIMUM = C� U PASSING 3/4 -INCH SQUARE SIEVE: 0 -10% MAXIMUM Z > ZD ROCK LINING MINIMUM DIMENSIONS: O z N THICKNESS: 1 FOOT 15 WIDTH: DIAMETER + 6 FEET w x LENGTH: 8 FEET OR 4 X DIAMETER, Z Z W WHICHEVER IS GREATER j N g Z Lj HEIGHT: CROWN + 1 FOOT Q n N N p O N DO 0 c RIPRAP OUTFALL SPECIFICATIONS: Z Z CD 00 W W RIPRAP SHALL BE REASONABLY WELL GRADED WITH GRADATION AS FOLLOWS: CN Q Z MAXIMUM STONE SIZE. 24 INCHES (NOMINAL DIAMETER) Ln Ln 0 Z MEDIAN STONE SIZE: 16 INCHES Ln _ ^ ^ �? - MINIMUM STONE SIZE: 4 INCHES N Z u7 Lo CN RIPRAP MINIMUM DIMENSIONS: Y U N THICKNESS: 2 FEET WIDTH: DIAMETER + 6 FEET OR 3 X DIAMETER, WHICHEVER IS GREATER ` •OAF/ LENGTH: 12 FEET OR 4 X DIAMETER, WHICHEVER IS GREATER av> cr J i HEIGHT: CROWN + 1 FOOT T Zr.. _ - - m �► J d o* z 8 �� 5 DRAINAGE FACILITY SECTIONS AND DETAILS DATE 0/08/20 4 COPPERWOOD FIELDO": RENTON PAGE: QUA HOMES NO: I*QIAIA Planning /Building /Public Works Dept. 14725 SE 36TH ST. SUITE 200 . SHEET: � OF: BELLEVUE, WA 98006 37 m D :T: O ,Z m r cn > F- U w 0 0-1 a_ cn rr �lr -4 > 0 c� 3 000- Z 0 U F- Z m i6 0 U (A :2 Cl- Ln Ln L.r) C) C14 E cu 0 C) 0 E I 144- tn 00 C: (U 0 C: C: co �o cn 0 0 0 z a, - Li (U D :T: O o D r cn W O O U W J LL 0 0 W Z UJ w 0 O 0f U i X z O c� z Y J Q C0 v U V) a. Ln Ln 0 CV v E 0 is E 00 W.C: On 00 to V) 0 0 0 W� Z W a) TOP WIDTH Of BOW CONTROL STRUCTURE ENEaAGEsyCY OVERFLOW WS B. MfI I?tI5• Wt OVERFLOW WS — a FOR ACCESS ROAD, .1 POND DESM INS DESAIS tIARRER BERtr EXI STWG GRt3U . fiOFIL F 7 °v mI /1� ����_- --ter► ..._..._ _ ._♦,, C RCUMFFRIE4 ,F LE413TFI Of 's�ERFL�3 s3S . POND Ms" a W.S.... ........ 1-•i NW)G tiTF t0k SFCOICARY 14 FT. PROVIDE VERTU. BARS h't FRAME. 4-G.C. (OTHER SYSTEUS ACCEPTABLE IF APPROVED BY DOES; SEE ALSO THE SEPARATE OVER F LOW STFRU( TUBE 'r sECIM ba has 2 opsom ws ) Am 2* ASP44ALT (FOR SPIL1 A S t°ffil CCE R xADS C>ti/ERf t Ud,r UIS DESIGN WS Y OVERFLO* WS 7 ROCK LNG PER COMPACTED W*Tffs 1.Ttiis d" k a sdwna& repr on only. AcluW owdguradon vA vary dapendAIV on speck 9Me constrales and appllcade design a wfiL 2.Acoess Rood alai meet " foloss44ng design atwla. 2.1. rria*num grade shat be 15 % for asphail pav V and 12 % for grated or mod lm god paAng. 2.2 Oulaide tort kV radars shat be 40 feet. reti *rum. 2-1 Feriae galas shat be located only on sank gh sec/on of road. 2.4 Access roads shat be 15 feat In wife on coves and 12 AW n strabht sections. 2.5. A paved apron shat be pro4ded wtw a sooass roads connect to pawed put& rase. 3. N faces shall be fences. Feriae shah be provided around tedby aloe* g proper nmkowume pet Standard detals uriess oowvA@o spedled. ,. x '_` .1,0 PUBLIC WORKS TYPICAL DETENTION POND . PI" DEPARTMENT _ SECTIONS MARCH 2006 � 5' siGecsk DRAINAGE FACILITY DETAILS FOR COPPERWOOD PTN OF THE NW1 /4, OF THE SEII/4 OF SEC. 15 TWP. 23 N., RGE 5 EAST, W. M. CITY OF RENTON, KING COUNTY, STATE OF WASHINGTON Zy OWNERSHIP OF STORMWATER TRACT ON RESIDENTIAL DEWLOPME TS, When Saes and/or other lanlefascepkq feattuers sits ioevied in sWffwratr Uwft, nhsel 48nence of sod "Ot will be V* r*spw"*ty of the property owners W**n the Wt&Visiora. The home owners ass ociat orIs (RCA) vA be responhsibise lot the maintenance Lan of sold storrrwirater tract ewiudirsrg Ohs drainage facil)l es contairIed therein. A rut #that saw9m each Prop" trawler as heving equal and tax9vded intsmst am the rmesirt *ounce of the sI€smvwa1er tgaet sib be phrAd in the ilntlf pbt An overtyirng sasement under and upoo said draitvtags3 tract stall bex corweayed to #tart City art Ronson lot the ;Kxposa of operating, ma k4alining, knpmr*V, rphwAr.9 sivi kr rng to goad repair the tlrsinaps fatties conlained twain. Tract bou+dery Fence boeNon► as raquired. ReW bo Germ* Noles. � 3.1 M"WUM SIDE SLOPES. VFFiTIC.AL WALLS A 41WED. FENCE REOUN ED ON TOP Of WALL ssleaa n*rrisrn ban lap or too d skips to %Vd acuFawy. ERAL MOTES: This detail is a ache nasc represenielim only. Actual configurabon will very an specillc aft constraints and appiic - h- deo gn cAlrea- On siorw#waler h , ON - ID be maintained by tun Cky. a in ics shall be pieced at the lop of the barn w t slaw mainlanance sc own road In the inebe of On beetles: OR 5 lost marlin w n Tram lop of berm if dare k: no waft lsnsnce womm rood Nlowlng proper rrAWnOwwww of law betty. No v N avowed inside the fence. Larowsspi>fg stall be pbntod in sommoNnos with the require nenN ihwaded in set 1'n 5.3.1 d the KCS*VW sklnicth preclude tandecaping in any blame itw WVou nd water or wfihin 10 lace of any slnuceure. Exposed earth on l he pond bollom and ithaim sift slopes shat be sodded or ssedde0 oft an appropriate seed mNlure. At rerneiwtg areas of tlhs Irttdc rust be plor4ad *Ah gran as approved under aria KCSiiM W as AN tress and o0w plantings shall conform to Ne KCSVVDM requirwrw to and reafricdone reWding location over o#w infrealruckwe such as water. Wwer. power. etc. Fences 9NO be 6 feet in hei^ For exan designs. we WSOOT Standard Plan L -2 Type 1 or Type 3 chain fence. For Wicks to be maintained by the Ctty.1- ice material Owl be 9 gauge geNw ized Neel fabric wath boded whyd mfg. For steel fabric lances the fokwAng appka: Vinyl t shat be compe" wlrh 11hs st oundir q *n%*onrrwru (s.q. groan in opem grassy areas and block in or brown n wooden u em4 all pow, Cross bars, and gages shall be pwdod Cr coated to same color as vinyl chain link Is Fens post and raft " conivrm to WSDOT Standard Plan L -2 Types 1,3, or 4 dwin ink ianece. Wood lances are allowed in subdivisions where the lance will be macnlNned by homeowners ssdocellone at ad)scent lot o%wwm or in priwws conwrArc d or kndustriM sills *+hers Una farce will be p nvsWy rnsina4ak - The wood laim shall be placed on private properly. •• Wood fences (when 1 N, hoed by the City) shall haws presm " Weelied post (ground =ltd raaled) when W in 24-inch deep conerele floorings or atradked 10 footings by 9*varized breacea. Reis and lance LANDSCAPING ALLOWED PER SECTION 5.3.1 Or T14E KCVAMM AND REED i90ar�As shah be ceder or fir a hamiock BY FWC d- -4-070 SOO OR SEED WITH APPROPRIATE SEED kXXTURE -- — OWY ORAS , GROUNMOVER AN MR StL+IALL SHRLISS MAY BE ALLOWED I LANDSCAPING9 TREES, +. PUBLIC WORKS POND GEOMETRY AND DEPARTMENT FENCING STANDARDS CITY OF RENTON DEPARTMENT OF PUBLIC WORKS APPROVED BY I v f DATE 1- • Z.�i !S APPROVED BY DATE / t APPROVED BY DATE APPROVED BY DATE 3 REVISED PER CITY REVIEW 2 REVISED PER CITY REVIEW 1 REVISED PER CITY REVIEW -T N0. REVISION STD. PLAN – 234.30 AUGUST 2012 i 41r' I I an Lj Stormwater (florae/ N Mld tNefa dttar sls.wa. a N r,N..rrf DESIGNED: BJT BJT 4/22/15 wearily r scarf 040 go wad elms alas it N RAG 3/30/ 15 Pond V"*NDW &I Wow"" flaw. TAle how «mot BJT 1/15/15 do wialreon AsedM@ and waaima saved help CHECKED: BJT BY Gb o t Mw waist. Far Iwo• Ydsiwatiow or to rapnt 24** 13.T veadellew r sewer 40.74 4'' Z LJ Z �, W g Q t'n>rllc waft oanbwuet ex (N N surews wow tmft Rend now w Nwalw O N 0 0 Z� {{ 00 (0 SPEClFICATlONS: Size: 48 inches by 24 inctwe Material: 0.125 - gauge akiminum Face: Non -reflec i ve vinyl or 3 coats oukk)or enamel (sprayed). LefterkV: Site Sit enamel where possible, or vinyl leleESrs. Colors: Beige ba&gmund, teal mss. Type face: Helvetica condom. Title: 3 inch; Sub - Title: 1 - inch; Text: 1 inch; fluter border: Inch border distance from edge: Inch; all text 1 4 - inch from border. Posts: Pressure treated, beveled tops, - inch higher &m sign Installation: Secure to chain link fie if available. Otherwise install two 4ax4" posts, pressure treated, mounted atop a gravel bed, installed in 30 -inch concrete filled post holes (8 -inch nwimum dim), with the tap sib no higher that 42 inches from ground surface. Face sign In direction of primary visual or ploys access. Do not block any access read. I)o riot place wil1hin 6 feet of sbn,Icbxal facififies (e.g. manholes, spillways, pipe irilets). • Vie. ♦f V* fm*0 hw a A .VI to resffid M iWVm• o st( I i r wsft , Ow !'b#ow ,T note must be addlod to ft face of the sigh: "This facOy is tined to prohwt goundkivater quaW y. " In ac#im, Spec inforrnabon about the firw must be added to the back of the align as sperm in Section S. 2.4. STD. PLAN Im +� PUBLIC WORKS PERMANE'T SURFACE WATER DEPARTMENT I Cti�ITRO#. POND S#t3N FEBRUARY 2010 E SCALE: HMIZ.: N/A VERT.: N/A ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/1991 DATUM SMOOTiA VERTICAL MRS f' CIIA ETER S16 TH BAR'S` EWALLY AOIED A '`as__ is ;c,iosrw now 1 havA Mrs bo•a +« a■rd baiDw t W R STEEL s 1Arlt f)t 4 FORMED TO FIT 04 GRCWF Of C.S. RISER TYPF 2 C tt(.K CLAMP 1tlETJIIC<iL #i<►!i!C GLAMP tNTa fool -ALtt14 Vlaw NTa by alk&V 4 Uaubdm to 4 `r•r`A hers as dww, f*w Low WX% No atiWQW bait and vrorb• bon i Wed« *) on bww aria. Los:au sups dlbdy bd&aL I.- DM. SMOOTH ROUelb BARS WELDED EQU^LLY SPACED. BARS %AAL L K WEL 0f 0 TO UsPPER a LOW" BANDS 124 LADS EVE+ILY SPACED SEE 24' NOTE It UPPER ST1 FL SEE UPPER ~ 8A*) ui` 4' `, < MOTE 1 WIDE V V sSlCTbiMN ALMA MTa STAADARD GALVAI ED STEPS OR LADDER I�TEs:: 1. i*visions are for iMustratlbn on 54" diatywief C8. For 4ferent d irmser cas a*ust to malralain 45'an* on "vedi ar tears and 7' reap. tilax*I7 um spackV of tars arowd ixwer sled band 2. taleial parts must be corrodon redstant, stet gars must be glalvardw& The use d sled b prefer. t_ This debris barrirer Is also recomrruencled for use on the lrl t to roadway croinocL arts wih Ngh potaridd for dabda rt pn (except can Mv 2 shears) 4. T W debris barrier is V Use out" of road silght- tit -stmt cam. For A a t i a cages wAMi► road rlphl -ofwsy =- CITY OE ma RENTON Planning /Building /Public Works Dept. 7 PUBLIC WORKS OVERFLOW STRUCTURE STD. PLAN — 254.0 DEPARTMENT MARCH 2008 R- 381416 DRAINAGE FACILITY DETAILS COPPERW`00D QUADRANT HOMES 14725 SE 36TH ST. SUfI'E 20p BELLEVUE, WA 98006 \ � 4 3 Q �4rk- '�\Qv VJ Z SURVEYED: BCE an Lj E— :D IJ� z zr DESIGNED: BJT BJT 4/22/15 BJT RAG 3/30/ 15 BJT °� RAG BJT 1/15/15 BJT CHECKED: BJT BY DATE APPR APPROVED: SCALE: HMIZ.: N/A VERT.: N/A ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/1991 DATUM SMOOTiA VERTICAL MRS f' CIIA ETER S16 TH BAR'S` EWALLY AOIED A '`as__ is ;c,iosrw now 1 havA Mrs bo•a +« a■rd baiDw t W R STEEL s 1Arlt f)t 4 FORMED TO FIT 04 GRCWF Of C.S. RISER TYPF 2 C tt(.K CLAMP 1tlETJIIC<iL #i<►!i!C GLAMP tNTa fool -ALtt14 Vlaw NTa by alk&V 4 Uaubdm to 4 `r•r`A hers as dww, f*w Low WX% No atiWQW bait and vrorb• bon i Wed« *) on bww aria. Los:au sups dlbdy bd&aL I.- DM. SMOOTH ROUelb BARS WELDED EQU^LLY SPACED. BARS %AAL L K WEL 0f 0 TO UsPPER a LOW" BANDS 124 LADS EVE+ILY SPACED SEE 24' NOTE It UPPER ST1 FL SEE UPPER ~ 8A*) ui` 4' `, < MOTE 1 WIDE V V sSlCTbiMN ALMA MTa STAADARD GALVAI ED STEPS OR LADDER I�TEs:: 1. i*visions are for iMustratlbn on 54" diatywief C8. For 4ferent d irmser cas a*ust to malralain 45'an* on "vedi ar tears and 7' reap. tilax*I7 um spackV of tars arowd ixwer sled band 2. taleial parts must be corrodon redstant, stet gars must be glalvardw& The use d sled b prefer. t_ This debris barrirer Is also recomrruencled for use on the lrl t to roadway croinocL arts wih Ngh potaridd for dabda rt pn (except can Mv 2 shears) 4. T W debris barrier is V Use out" of road silght- tit -stmt cam. For A a t i a cages wAMi► road rlphl -ofwsy =- CITY OE ma RENTON Planning /Building /Public Works Dept. 7 PUBLIC WORKS OVERFLOW STRUCTURE STD. PLAN — 254.0 DEPARTMENT MARCH 2008 R- 381416 DRAINAGE FACILITY DETAILS COPPERW`00D QUADRANT HOMES 14725 SE 36TH ST. SUfI'E 20p BELLEVUE, WA 98006 \ � 4 3 Q �4rk- '�\Qv W S' 8 o co*g 10/08/2014 T VJ Z T 8 an Lj E— :D IJ� z zr m M z z o 07 M D get w a. C X Z Z LJ Z �, W g Q CV r� (N N z O N 0 0 Z� Z0) 00 (0 r-- f>0 Cr C*4 Q I T— I V— L j w Z Ln in U Z -�� Z u7 Ln w '— (V 00 Uj .44- --d- J > Y 00 W S' 8 o co*g 10/08/2014 T VJ Z T 8 IJ� z zr m M JL� M D D rr U, 1 • =rn T � Z T ID Z � 1 0 n D Z 2 C 3 m m M C� c T.. C O T 8 O M -4 C Z �, I Q) X z 0 c� z Y Q m 6 0 U un Lh 0 CN E 0 0 CN 0 E 00 co i C" C C 00 0 0 0 0 W� z� W � _J - t�. L� MO l m 1. SHEAR GATE SHALL BE ALUMINUM ALLOY PER AST 6-2 - 0 9 OR CAST IRON ASTM A48 CLASS 308 AS REC"RED. 2. GATE SHALL BE 8 04. D". UNLESS OTHERWISE SPECIFIED. 3. GATE SHALL BE X04ELD TO TEE SECTION BY BOLTING (THROUGH FLANGE), WELDING, OR OTHER SECURE MEANS. 4. LIFT ROD. AS SPECIFIED BY MFR. WITH HANDLE EXTENDING TO WIT 4N ONE FOOT OF COVER AND ADJUSTABLE HOOK LOCK FASTENED TO FRAW OR UPPER HANDHOLD. 5. GATE SHALL NOT OPEN BEYOND THE CLEAR OPENING BY LRATE ? HINGE MOVEMENT, STOP TAB. OR SOME OTHER DEVICE. ICE. 6. NEOPRENE RUBBER GASKET REOL4RED BETWEEN DER MOUNTING FLANGE AND GATE FLANGE. 7. MATING SkA*ACES OF LID AND BODY TO BE MACi**D FOR PROPER FIT. 8. FLANGE MOUNTING BOLTS SHALL BE IS IN. DIAK STAINLESS STEEL. 9. ALTERNATE CLEJ mouTIS# EAR GATES TO THE DESIGN SHMN ARE ACCEPTABLE, PROVIDED THEY MEET THE MATERIAL SPECW,ATIONS ABOVE AND HAVE A StX BOLT, 10 8 IN. BOLT CIRCLE FOR BOLTING TO THE FLANGE CONNECTION, PUHUC 110RK5 FROP - T - SHEAR GATE DET!►11. SM. PU►!i - 2S7.30 DEPARTMENT MARCH 2008 LLIQ - frw� APPROVED BY Or a � t APPROVED Z* rr*L uito rwxe 3 SIX EVE44LY SPACED +CL�EE\FUIR 90LTWj TO APPROVED 3.00' 2.25' O TREATMENT BY MEDIA SURFACE AREA 2 gpm/k2 1' Mori. Jnxiw ., 1 9pm/ft2 U 1 gpnm CARTRIDGE FLOW RATE (gpm) 22.5 11.25 15 LLj 1 10 jlL,4f�"s3•c.� tirt f�a > Q Maz, 1f t do W.S. 386.00 r 386.00 FL 00 � t1MCt as speclIled dlpOw rtACior SOL, oefA * fi c�D I 0�0 I NOTES/SPECIAL REQUIREMENTS: I lLIiOrII 140w 6 Z - 1.S x D Ln W CV 0 CV CV J � Tpit Y LaVUL LOW O. t4 f� %bear gate- contrd ikwwt 2NlC: 't 101"4 -'-. Oo pe- f'tyliY.9 4 12' (md bm-d as r o for vertlC;Nt aipr*r wo ww € YKI LLJ AX q OPCNIN(� Of y Q Z I-- W a. 1 1 AN0 � iATH, LOOK P. C(:-: specMed (not reeaeci N y fm %10 eon" owtvD W 0 ��� Iii-- +�T.At'�i,.iw ��sDs. � "�!�s. x'i�'T}"1 L.fi +�4aro'�a Cif a U 1 t° Rou oR � . ltoo� Lo AI .E LENCiTfc. LIP T HANDLE #ALL 8 A I TAC HE€� PP_ ANUFA CY W # f�fF I f1 s ,..- to Any punlw L4 f. LIFT � "DL MO l m 1. SHEAR GATE SHALL BE ALUMINUM ALLOY PER AST 6-2 - 0 9 OR CAST IRON ASTM A48 CLASS 308 AS REC"RED. 2. GATE SHALL BE 8 04. D". UNLESS OTHERWISE SPECIFIED. 3. GATE SHALL BE X04ELD TO TEE SECTION BY BOLTING (THROUGH FLANGE), WELDING, OR OTHER SECURE MEANS. 4. LIFT ROD. AS SPECIFIED BY MFR. WITH HANDLE EXTENDING TO WIT 4N ONE FOOT OF COVER AND ADJUSTABLE HOOK LOCK FASTENED TO FRAW OR UPPER HANDHOLD. 5. GATE SHALL NOT OPEN BEYOND THE CLEAR OPENING BY LRATE ? HINGE MOVEMENT, STOP TAB. OR SOME OTHER DEVICE. ICE. 6. NEOPRENE RUBBER GASKET REOL4RED BETWEEN DER MOUNTING FLANGE AND GATE FLANGE. 7. MATING SkA*ACES OF LID AND BODY TO BE MACi**D FOR PROPER FIT. 8. FLANGE MOUNTING BOLTS SHALL BE IS IN. DIAK STAINLESS STEEL. 9. ALTERNATE CLEJ mouTIS# EAR GATES TO THE DESIGN SHMN ARE ACCEPTABLE, PROVIDED THEY MEET THE MATERIAL SPECW,ATIONS ABOVE AND HAVE A StX BOLT, 10 8 IN. BOLT CIRCLE FOR BOLTING TO THE FLANGE CONNECTION, PUHUC 110RK5 FROP - T - SHEAR GATE DET!►11. SM. PU►!i - 2S7.30 DEPARTMENT MARCH 2008 CITY OF RENTON DEPARTMENT OF PUBLIC WORKS APPROVED BY DATE - frw� APPROVED BY Or a � " ilsax�frtd "OFtAlt'i" *AW i:'rr*v fxaRs APPROVED Z* rr*L uito rwxe 3 1.8' APPROVED 3.00' 2.25' 1'75' TREATMENT BY MEDIA SURFACE AREA 2 gpm/k2 1' Mori. Jnxiw 2 gpm/ft2 1 9pm/ft2 2 WffM 1 gpnm CARTRIDGE FLOW RATE (gpm) 22.5 11.25 15 a F3ifk:A bw 1 10 •r--� J � tirt f�a > Q Maz, 1f t do W.S. 386.00 pIM wddod to db - d 386.00 C-4 V 00 � t1MCt as speclIled dlpOw rtACior SOL, oefA HEIGHT c�D I 0�0 I NOTES/SPECIAL REQUIREMENTS: I lLIiOrII 140w 6 Z - 1.S x D Ln W CV 0 CV CV J � Tpit Y O. t4 f� %bear gate- contrd ikwwt 2NlC: 't 101"4 -'-. rw for CtC-a>")ffdrdn pe- f'tyliY.9 4 12' (md bm-d as r for vertlC;Nt aipr*r wo ww € YKI #41h 046ce dar"ew as f specMed (not reeaeci N fm %10 eon" owtvD S&VTIM ARA T1MG 2• rrtn. d�rar�ce ,..- to Any punlw L4 f. A /� 1 NOTM i 1. Use a m6nlmum of a 54' dawrte3er type. 2. caldt beak,` Ou6m CapacW.. 100 -Year developed 3. peen 4Dw. % sw**d riececartr -' see nme 7 *R* -Xej r f N"ww_' pw% perltrlrred. yr mitt 1 o w wt*m Galvartzed pipe parts to h8W 08Ph8ft 1�11 41101 "W4 4. Frame and ladder or steps offset so: ' A. Cl GMX 98W Is visible Pram tap. - IL C&w>d m spare Is dear of riser and PL" vow dowxxd gate. C. Frame Is dear of cam. 5. If metal a" plpe connects to then WA concrete pkW outlet pipe to have s ymM O.D. eqLA to concirete pipe I.D. less I% 6. Prawide at hmm one 3 X .090 gage suit bracket grxAxxed W c0rfxete vmL (ma*num 3.0' veal spy) 7. Locate ebow wArictor(s) as necessary to pro" r **num dearance as Ww wn. & Locate addidongi ladder nab In structures used as ac cesS to tics 8nd vauks to allow access when catch basin Is 1111ed YAM water. STD. PIAx - 237.00 _ PUBLIC WORKS FLOW RESTRICTOR MARCH 2008 DEPARTMENT OIL POLLUTION CONTROL TEE CITY OF RENTON DEPARTMENT OF PUBLIC WORKS APPROVED BY DATE CARTRIDGE HEIGHT APPROVED BY Or DATE LOW DROP APPROVED 3.05' 2.3' 1.8' APPROVED 3.00' 2.25' DRAINAGE FACILITY DETAILS FOR COPP,E;RWOOD PTN OF THE NW1 /4, OF THE SE1 /4 OF SEC. 15 TWP. 23 N., RCS 5 EAST, W. M. CITY OF RENTON, KING COUNTY, STATE OF WASHINGTON INLET BAY 4 ALTERNATE ao PIPE LOCATION OUTLET BAY FRAME AND COVER (TYP OF 2) GRADE RINGSIRISERS (TYP OF 2) INLET PIPE OUTLET PIPE O li TRANSFER HOLE AND COVER EE I I I - -7\ I �� � ����^� _�� _ � I M 1L ' STORMFILTER FILTRATION BAY CARTRIDGE 14' -0' PLAN SEPERATION WALL T- -- STEPS ---- - - - - -- - - -- STEPS z Lb STORMFILTER FLOW KIT CARTRIDGE ELEVATION STORMFILTER DESIGN TABLE THE 8'x 14' PEAK DIVERSION STORMFILTER TREATMENT CAPACITY VARIES BY CARTRIDGE COUNT AND LOCALLY APPROVED SURFACE AREA SPECIFIC FLOW RATE. PEAK CONVEYANCE CAPACITY TO BE DETERMINED BY ENGINEER OF RECORD. THE PEAK DIVERSION STORMFILTER IS AVAILABLE IN A LEFT INLET (AS SHOWN) OR RIGHT INLET CONFIGURATION. ALL PARTS AND INTERNAL ASSEMBLY PROVIDED BY CONTECH UNLESS OTHERWISE NOTED. CARTRIDGE HEIGHT 27" 18" LOW DROP SYSTEM HYDRAULIC DROP (H - REQ'D. MIN.) 3.05' 2.3' 1.8' HEIGHT OF WEIR (W) 3.00' 2.25' 1'75' TREATMENT BY MEDIA SURFACE AREA 2 gpm/k2 1 gpm/ft2 2 gpm/ft2 1 9pm/ft2 2 WffM 1 gpnm CARTRIDGE FLOW RATE (gpm) 22.5 11.25 15 7.5 1 10 5 FRAME AND COVER (DIAMETER VARIES) N.T.S. SITE SPECIFIC DATA REQUIREMENTS STRUCTURED SF01 WATER QUALITY FLOW RATE (C&) 0.18 PEAK FLOW RATE (Cfe) 2.29 RETURN PERIOD OF PEAK FLOW (ym) 100 0 OF CARTRIDGES REQUIRED 25 CARTRIDGE FLOW RATE 7.5 pen MEDIA TYPE (CSF,PERLITE, ZPG) CSF LLJ PIPE DATA: I.E. MATERIAL DIAMETER INLET PIPE 376.91 CPEP 18' z w OUTLET PIPE 374.61 CPEP 18' z > Q C%4 p INLET BAY RIM ELEVATION 386.00 FILTER BAY RIM ELEVATION 386.00 C-4 V 00 ANTI - FLOTATION BALLAST WIDTH HEIGHT c�D I 0�0 I NOTES/SPECIAL REQUIREMENTS: PERFORMANCE SPECIFICATION FILTER CARTRIDGES SHALL BE MEDIA - FILLED, PASSIVE, SIPHON ACTUATED, RADIAL FLOW, AND SELF CLEANING. RADIAL MEDIA DEPTH SHALL BE 7- INCHES . FILTER MEDIA CONTACT TIME SHALL BE AT LEAST 37 SECONDS. SPECIFIC FLOW RATE SHALL BE 2 GPM/SF (MAXIMUM) . SPECIFIC FLOW RATE IS THE MEASURE OF THE FLOW (GPM) DIVIDED BY THE MEDIA SURFACE CONTACT AREA (SF). MEDIA VOLUMETRIC FLOW RATE SHALL BE 6 GPM/CF OF MEDIA (MAXIMUM). GENERAL NOTES 1. CONTECH TO PROVIDE ALL MATERIALS UNLESS NOTED OTHERWISE. 2. DIMENSIONS MARKED WITH () ARE REFERENCE DIMENSIONS. ACTUAL DIMENSIONS MAY VARY. 3. FOR FABRICATION DRAWINGS WITH DETAILED STRUCTURE DIMENSIONS AND WEIGHTS, PLEASE CONTACT YOUR CONTECH REPRESENTATIVE. www.ContachES.com 4. STORMFILTER WATER QUALITY STRUCTURE SHALL BE IN ACCORDANCE WITH ALL DESIGN DATA AND INFORMATION CONTAINED IN THIS DRAWING. CONTRACTOR TO CONFIRM STRUCTURE MEETS REQUIREMENTS OF PROJECT. 5. STRUCTURE SHALL MEET AASHTO HS20 LOAD RATING, ASSUMING EARTH COVER OF 0'- V AND GROUNDWATER ELEVATION AT, OR BELOW, THE OUTLET PIPE INVERT ELEVATION. ENGINEER OF RECORD TO CONFIRM ACTUAL GROUNDWATER ELEVATION. CASTINGS SHALL MEET AASHTO M306 AND BE CAST WITH THE CONTECH LOGO. INSTALLATION NOTES A. ANY SUB -BASE, BACKFILL DEPTH, AND /OR ANTI- FLOTATION PROVISIONS ARE SITE- SPECIFIC DESIGN CONSIDERATIONS AND SHALL BE SPECIFIED BY ENGINEER OF RECORD. B. CONTRACTOR TO PROVIDE EQUIPMENT WITH SUFFICIENT LIFTING AND REACH CAPACITY TO LIFT AND SET THE STORMFILTER STRUCTURE (LIFTING CLUTCHES PROVIDED). C. CONTRACTOR TO INSTALL JOINT SEALANT BETWEEN ALL SECTIONS AND ASSEMBLE STRUCTURE. D. CONTRACTOR TO PROVIDE, INSTALL, AND GROUT PIPES. MATCH OUTLET PIPE INVERT WITH OUTLET BAY FLOOR. E. CONTRACTOR TO TAKE APPROPRIATE MEASURES TO PROTECT CARTRIDGES FROM CONSTRUCTION - RELATED EROSION RUNOFF. F. CONTRACTOR TO REMOVE THE TRANSFER HOLE COVER WHEN THE SYSTEM IS BROUGHT ONLINE. R- 381417 SURVEYED: SCALE: DRAINAGE FACILITY DETAILS BCE HORIZONTAL: NAD D1983//1991 }- C1 TY 0 �z.: N/A DESIGNED: VERT.. N/A COPPERWOOD 3 REVISED PER CITY REVIEW BJT 4/22/15 BJT eff "u R E N TO N RAG 3/30/15 BJT DRAWN. - OUADRANTHOMES 2 REVISED PER CITY REVIEW RANG ONE INCH DATUM 1 REVISED PER CITY REVIEW BJT 1/15/15 BJT CHECpKrEDD: AT FULL SCALE Planning /Building /Public Works Dept. 14725 SE 36TH ST. SUITE 200 pu r IF NOT ONE INCH N0. REVISION BY DATE APPR APPROVED. SCALE ACCORDINGLY BELLEVUE, WA 98006 � TAL k/ p ASH � � A cn z ANA L _w F-- C m z j O C o� z � (n m T g LLJ 7 � Zlei z w z > Q C%4 p cr C-4 V 00 Z Z c�D I 0�0 I w w w N Ln Ln Z - �Cq Lf) Ln W CV 0 CV CV J � T0 Y U (f) Z Q � I z 8 $ � co S' 10/08/2014 rIIE,neooK: PACE: onArrc 'a: NNNNAA =? C m C o� z D m T M i� 7 D L 1 F or r� "z T i > i Te O D Z 0 Z C ID m r-� w r '00- 0 J m C M. Z D n w Q Z U w O ch CL D T n Z cn li �m z T�rr i ?l; O n D 2 Z C ic CD m n D w 00- OC 5i 0 w 00 Z O F- C' Z_ Y J Q m _6 0 U V) 4 Ln O N d E au 0 0 ON 3 N 0 00 C 0 0 C C 0 / 'Cf co Cp O O O CO W / Z �rri Z T C • 4 D Z m T m D w Q Z U w O ch CL D T n Z cn li �m z T�rr i ?l; O n D 2 Z C ic CD m n D w 00- OC 5i 0 w 00 Z O F- C' Z_ Y J Q m _6 0 U V) 4 Ln O N d E au 0 0 ON 3 N 0 00 C 0 0 C C 0 / 'Cf co Cp O O O CO W / Z D T O • 4 D W O O U W J FL 0 0 0 w z LLJ w a- 0 O cr U I I I 1 cu x z C c� z Y J Q m 0 V (n Q 6 0 CV CN a� E 0 C) 0 0 1 Pq 00 a� c i rn 00 co cn 0 0 0 W� z 0_ W _J PROVIDE 5'x5" LANDING WITH 2% MAX SLOPE BE 21MD PL SE 2ND PL WEST SIDEWALK TRANSITION DETAIL ADA RAMP DETAILS FOR COPPERWOOD PTN OF THE NW1 /4, OF THE SE1 /4 OF SEC. 15 TWP. 23 N., RGE 5 EAST, W. M. CITY OF RENTON, KING COUNTY, STATE OF WASHINGTON 9E 20 PL " L= 39.70' R= 25.00' A= 90059'09" I � loe i i 4 f� Si 390.82 su-L i d +69.3 BE 2W PL T SE 2ND PL / ROAD A INTERSECTION DETAIL 1 " =1 o' SE 2ND PL MID BLOCK CROSSING DETAIL i"=10' VEFMAL DATUM CITY OF RENTON CITY OF RENTON, NAVD 88 DEPART EN PUBLIC WORKS BENCHMARK FOUND MONUMENT IN CASE APPRovED BY DATE 4�• 30.2ois CONC MONUMENT W /BRASS NAIL SET 0.65' BELOW GRADE APPFiONED BY DATE CITY OF RENTON CONTROL APPROVED BY DATE POINT NO. 478 EL= 391.016 (JUNE 2012) APpRpyED BY DATE 3 REVISED PER CITY REVIEW 2 REVISED PER CITY REVIEW 1 REVISED PER CITY REVIEW N0. REVISION Q L= 12.37' R= 25.00' A= 28'21'28" 0= #%Lw%d BE 2W PL SE 2ND PL / ROAD C INTERSECTION DETAIL 1 " =10' PROVIDE 5'x5" LANDING WITH 2% MAX SLOPE SE 2ND PL EAST SIDEWALK TRANSITION DETAIL SCALE: HOW.: 1' =50' VERT.: N/A L ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/1991 DATU M CURB RAMP LOCATION DATA TABLE CURB RAMP SURVEYED: BCE FO FSEf 1Q 28 +33.5 DESIGNED: BJT BJT 4/22/15 BJT RAG 3/30/15 BJT DRA RAG BJT 1/15/15 BJT CHECKED: BJT BY DATE APPR APPRWO ED: SCALE: HOW.: 1' =50' VERT.: N/A L ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/1991 DATU M CURB RAMP LOCATION DATA TABLE CURB RAMP STATION FO FSEf 1Q 28 +33.5 13.50 RT 2O 29 +69.29 13.90 RT 3O 10 +30.73 13.89 RT 4O 10 +30.68 8.28' LT 5O 30 +25.86 13.94' RT 6O 32 +28.31 13.89' RT 7O 22 +52.00 7.63' LT 80 22 +52.05 13.95' RT 9O 32 +85.00 13.911 RT �0 35 +32.50 13.50' RT 11 36 +53.04 13.50' RT KEYNOTES Ol 4'x5' LANDING. MAXIMUM 2% GRADE IN ANY DIRECTION O2 SIDEWALK RAMP SHALL NOT EXCEED 12:1 SLOPE WITH 2% MAX GRADE ACROSS SEE SHEET 26 FOR CURB RAMP DETAIL. R = 381419 4% >'i CITY OE RENTON Planning /Building /Public Works Dept. ADA RAMP DETAILS COPPERWOOD QUADRANT HOMES 14725 SE 36TH ST. SUITE 200 BELLEVUE, WA 98006 ILE �0 z z I O c _w z =Z O ILAI 1 m Z m a- 4 I >1 Is D T n zs C T • • �Z _Z ST p � C T YT S* T J A Z Z T v 1413 /0 A I O c _w z z =� O ILAI gcn • w a- 4 z x ZW > L<1- N gZ Q PO CV N O N 00 p 0 00 N CD 00 aC Z N Q I I zw In0--1% W N � Z N N �� J Y U Q � _ coo I W i Jv 10/08/2014 F*ELDeo0K: PAGE: DRAWWC NO: . . s"EET� OF: 37 V Uff I> 0 a a z G z c 3 m n C7 D T O D z =� • Z Ml w 0 0 U W J O O z Uj w a O Cl- U I i I a� X z 0 0 z Y J Q M 0 U U7 Q 0 CN Ln 0 (V CU r 0 0 0) 3 �i 0 I d 00 C) 00 CD cn 0 o 0 w� Z _J E �1 ti a AT403 =CTLA 11 :�;l IP4;-T, MAI 1 1. THESE NOTES SHALL APPEAR ON PROJECTS FOR THE SURFACE WATER UTILITY. 2. BEFORE ANY CONSTRUCTION OR DEVELOPMENT ACTIVITY OCCURS, A PRE - CONSTRUCTION MEETING MUST BE HELD BETWEEN THE CITY OF RENTON PLAN REVIEW SECTION AND THE APPLICANT. 3. ALL DESIGN AND CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE RENTON MUNICIPAL CODE (RMC), THE LATEST EDITION OF THE STANDARD SPECIFICATIONS FOR ROAD, BRIDGE AND MUNICIPAL CONSTRUCTION PREPARED BY WSDOT AND THE AMERICAN PUBLIC WORKS ASSOCIATION (APWA), AS AMENDED BY THE CITY OF RENTON PUBLIC WORKS DEPARTMENT. IT SHALL BE THE SOLE RESPONSIBILITY OF THE APPLICANT AND THE PROFESSIONAL CML ENGINEER TO CORRECT ANY ERROR, MISSION OR VARIATION FROM THE ABOVE REQUIREMENT'S FOUND IN THIS PLANS. ALL CORRECTIONS SHALL BE AT NO ADDITIONAL COST TO THE CITY. 4. APPROVAL OF THIS ROAD, GRADING, PARKING AND DRAINAGE PLAN DOES NOT CONSTITUTE AN APPROVAL OF ANY OTHER CONSTRUCTION (E.G. DOMESTIC WATER CONVEYANCE, SEWER CONVEYANCE, GAS, ELECTRICAL, ETC.) THE SURFACE WATER DRAINAGE SYSTEM SHALL BE CONSTRUCTED ACCORDING TO THE APPROVED PLANS, WHICH ARE ON FILE IN WITH THE CITY. ANY DEVIATION FROM THE APPROVED PLANS WILL REQUIRE WRITTEN APPROVAL FROM THE CITY OF RENTON PUBLIC WORKS DEPARTMENT, SURFACE WATER UTILITY SECTION. 5. A COY OF THESE APPROVED PLANS MUST BE ON THE JOB SITE WHENEVER CONSTRUCTION IS IN PROGRESS. 6. GRADING ACTMTIES (SITE ALTERATION) ARE LIMITED TO THE HOURS OF 7 A.M. TO 7 P.M. MONDAY THROUGH SATURDAY AND NO WORK ON SUNDAY IS ALLOWED, UNLESS OTHERWISE APPROVED WITH A WRITTEN DECISION BY THE CITY OF RENTON. 7. IT SHALL BE THE APPUCANT'S /CONTRACTOR'S RESPONSIBILITY TO OBTAIN ALL CONSTRUCTION EASEMENTS NECESSARY BEFORE INITIATING OFF -SITE WORK. EASEMENTS REQUIRE CITY REVIEW AND APPROVAL PRIOR TO CONSTRUCTION. 8. FRANCHISED UTILITIES OR OTHER INSTALLATIONS THAT ARE NOT SHOWN ON THESE APPROVED PLANS SHALL NOT BE CONSTRUCTED UNLESS AN APPROVED SET OF PLANS THAT MEET ALL REQUIREMENTS OF CHAPTER 4 OF THE SURFACE WATER DESIGN MANUAL ARE SUBMITTED TO THE CITY OF RENTON. 9. DATUM SHALL BE NAVD 88 UNLESS OTHERWISE APPROVED BY THE CITY OF RENTON. REFERENCE BENCHMARK AND ELEVATIONS ARE NOTED ON THE PLANS. 10. ANY DEWATERING SYSTEM NECESSARY FOR THE CONSTRUCTION OF STORMWATER FACILITIES MUST BE SUBMITTED TO THE CITY FOR REVIEW AND APPROVAL 11. ALL UTILITY TRENCHES AND ROADWAY SUBGRADE SHALL BE BACKFILLED AND COMPACTED TO 95 PERCENT DENSITY, STANDARD PROCTOR. 12. OPEN CUTTING OF EXISTING ROADWAYS FOR NON- FRANCHISED UTILITY OR STORM DRAINAGE WORK IS NOT ALLOWED UNLESS SPECIFICALLY APPROVED BY THE CITY OF RENTON AND NOTED ON THESE APPROVED PLANS. ANY OPEN CUT SHALL BE RESTORED IN ACCORDANCE WITH THE CITY OF RENTON TRENCH RESTORATION STANDARDS. 13. ALL SEDIMENTATION /EROSION FACILITIES MUST BE IN OPERATION PRIOR TO CLEARING AND BUILDING CONSTRUCTION, AND THEY MUST BE SATISFACTORILY MAINTAINED UNTIL CONSTRUCTION IS COMPLETED AND THE POTENTIAL FOR ON -SITE EROSION HAS PASSED. 14. ALL RETENTION /DETENTION FACILITIES MUST BE INSTALLED AND IN OPERATION PRIOR TO OR IN CONJUNCTION WITH ALL CONSTRUCTION ACTMTY UNLESS OTHERWISE APPROVED BY THE PUBLIC WORKS DEPARTMENT, SURFACE WATER UTILITY SECTION. 15. ALL PIPE AND APPURTENANCES SHALL BE LAID ON A PROPERLY PREPARED FOUNDATION IN ACCORDANCE WITH THE CURRENT STATE OF WASHINGTON STANDARD SPECIFICATION FOR ROAD AND BRIDGE CONSTRUCTION. THIS SHALL INCLUDE NECESSARY LEVELING OF THE TRENCH BOTTOM OR THE TOP OF THE FOUNDATION MATERIAL, AS WELL AS PLACEMENT AND COMPACTION OF REQUIRED BEDDING MATERIAL, TO UNIFORM GRADE SO THAT THE ENTIRE LENGTH OF THE PIPE WILL BE SUPPORTED ON A UNIFORMLY DENSE, UNYIELDING BASE. ALL PIPE BEDDING SHALL BE APWA CLASS "C", WITH THE EXCEPTION OF PVC PIPE. 16. STEEL PIPE SHALL BE ALUMINIZED, OR GALVANIZED WITH ASPHALT TREATMENT #1 OR BETTER INSIDE AND OUTSIDE. 17. ALL DRAINAGE STRUCTURES, SUCH AS CATCH BASINS AND MANHOLES SHALL HAVE SOLID LOCKING LIDS. ALL DRAINAGE STRUCTURES ASSOCIATED WITH A PERMANENT RETENTION /DETENTION FACILITY SHALL HAVE SOLID LOCKING LIDS. 18. BUILDING AND OTHER STRUCTURES SHALL BE PLACED IN ACCORDANCE WITH TABLE 4.1 EASEMENT WIDTHS AND BUILDING SETBACKS LINES. 19. ALL CATCH BASIN GRATES SHALL BE DEPRESSED 0.10 FEET BELOW PAVEMENT LEVEL ROAD AND DRAINAGE NOTES AND DETAILS 20. ALL DRIVEWAY CULVERTS LOCATED WITHIN CITY OF RENTON RIGHT -OF -WAY SHALL BE OF SUFFICIENT LENGTH TO PROVIDE A MINIMUM 3:1 SLOPE FROM THE EDGE OF THE DRIVEWAY TO THE BOTTOM OF THE DITCH. ROCK FOR EROSION PROTECTION OF ROADSIDE DITCHES, WHERE REQUIRED, SHALL BE OF SOUND QUARRY ROCK PLACED TO A DEPTH OF ONE (1) FOOT AND MUST MEET THE FOLLOWING SPECIFICATIONS: 4 - 8 INCH ROCK / 40 - 70% PASSING; 2 - 4 INCH ROCK / 30 - 40% PASSING; AND LESS THAN 2 INCH ROCK / 10 - 20% PASSING. 21. ALL BUILDING DOWNSPOUTS AND FOOTING DRAINS SHALL BE CONNECTED TO THE STORM DRAINAGE SYSTEM, UNLESS APPROVED BY THE CITY PLAN REVIEWER OR SURFACE WATER UTILITY SECTION. AN ACCURATELY DIMENSIONED, CERTIFIED AS -BUILT DRAWING OF THIS DRAINAGE SYSTEM WILL BE SUBMITTED TO THE CITY UPON COMPLETION. 22. DRAINAGE OUTLETS (STUB -OUTS) SHALL BE PROVIDED FOR EACH INDIVIDUAL LOT, EXCEPT FOR THOSE LOTS APPROVED FOR INFILTRATION BY THE CITY. STUB -OUTS SHALL CONFORM TO THE FOLLOWING: A. EACH OUTLET SHALL BE SUITABLY LOCATED AT THE LOWEST ELEVATION ON THE LOT, SO AS TO SERVICE ALL FUTURE ROOF DOWNSPOUTS AND FOOTING DRAINS, DRIVEWAYS, YARD DRAINS, AND ANY OTHER SURFACE OR SUBSURFACE DRAINS NECESSARY TO RENDER THE LOTS SUITABLE FOR THEIR INTENDED USE. EACH OUTLET SHALL HAVE FREE - FLOWING, POSITIVE DRAINAGE TO AN APPROVED STORMWATER CONVEYANCE SYSTEM OR TO AN APPROVED OUTFALL LOCATION. B. OUTLETS ON EACH LOT SHALL BE LOCATED WITH A FIVE -FOOT -HIGH, 2" X 4" STAKE MARKED "STORM" OR "DRAIN ". THE STUB -OUT SHALL EXTEND ABOVE SURFACE LEVEL, BE VISIBLE, AND BE SECURED TO THE STAKE. C. PIPE MATERIAL SHALL CONFORM TO UNDERDRAIN SPECIFICATIONS DESCRIBED IN CHAPTER 4 OF THE SURFACE WATER DESIGN MANUAL AND, IF NON- METALLIC, THE PIPE SHALL BE PLACED IN A TRENCH WITH A TRACING WIRE ABOVE OR OTHER ACCEPTABLE DETECTION. D. PRIVATE DRAINAGE EASEMENTS ARE REQUIRED FOR DRAINAGE SYSTEMS DESIGNED TO CONVEY FLOWS THROUGH INDIVIDUAL LOTS. E. THE APPLICANT /CONTRACTOR IS RESPONSIBLE FOR COORDINATING THE LOCATIONS OF ALL STUB -OUT CONVEYANCE LINES WITH RESPECT TO OTHER UTILITIES (E.G. POWER, GAS, TELEPHONE, TELEVISION). F. ALL INDIVIDUAL STUB -OUTS SHALL BE PRIVATELY OWNED AND MAINTAINED BY THE LOT HOME OWNER, G. STORM DRAINAGE PIPE SYSTEMS SHALL NOT PENETRATE BUILDING FOUNDATIONS, EXCEPT FOR SUMP PUMP DISCHARGE LINES USED TO DRAIN CRAWL SPACES, PROVIDED THE SUMP PUMP SYSTEM INCLUDES BACKFLOW PREVENTION OR A CHECK VALVE. 23. ALL DISTURBED PERVIOUS AREAS (COMPACTED, GRADED, LANDSCAPED, ETC.) OF THE DEVELOPMENT SITE MUST DEMONSTRATE ONE OF THE FOLLOWING: THE EXISTING DUFF LAYER SHALL BE STAGED AND REDISTRIBUTED TO MAINTAIN THE MOISTURE CAPACITY OF THE SOIL, OR; AMENDED SOIL SHALL BE ADDED TO MAINTAIN THE MOISTURE CAPACITY. 24. PROOF OF LIABILITY INSURANCE SHALL BE SUBMITTED TO THE CITY PRIOR TO CONSTRUCTION PERMIT ISSUANCE. 25. ISSUANCE OF THE BUILDING OR CONSTRUCTION PERMITS BY THE CITY OF RENTON DOES NOT RELIEVE THE OWNER OF THE CONTINUING LEGAL OBLIGATION AND /OR LIABILITY CONNECTED WITH STORM SURFACE WATER DISPOSITION. FURTHER, THE CITY OF RENTON DOES NOT ACCEPT ANY OBLIGATION FOR THE PROPER FUNCTIONING AND MAINTENANCE OF THE SYSTEM PROVIDED DURING CONSTRUCTION. 26. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING ADEQUATE SAFEGUARD, SAFETY DEVICES, PROTECTIVE EQUIPMENT, FLAGGERS, AND ANY OTHER NEEDED ACTIONS TO PROTECT THE LIFE, HEALTH, AND SAFETY OF THE PUBLIC, AND TO PROTECT PROPERTY IN CONNECTION WITH THE PERFORMANCE OF WORK. ANY WORK WITHIN THE TRAVELED RIGHT -OF -WAY THAT MAY INTERRUPT NORMAL TRAFFIC FLOW SHALL REQUIRE A TRAFFIC CONTROL PLAN APPROVE BY THE PUBLIC WORKS DEPARTMENT, TRANSPORTATION SYSTEMS DIVISION. ALL SECTIONS OF THE WSDOT STANDARD SPECIFICATIONS 1 -07 -23 TRAFFIC CONTROL SHALL APPLY. 27. PROJECT LOCATED WITHIN THE AQUIFER PROTECTION AREA (APA) SHALL COMPLY WITH SPECIAL REQUIREMENT #6 OF THE SURFACE WATER DESIGN MANUAL AND AQUIFER PROTECTION REGULATIONS (RMC 4 -3 -050). CITY OF RENTON DEPARTMENT OF PUBLIC WORKS FOR COPPERWOOD PTN OF THE NW1/4, OF THE SE1 /4 OF SEC. 15 TWP. 23 N., RGE 5 EAST, W. M. CITY OF RENTON, KING COUNTY, STATE OF WASHINGTON z• t - L • b . } It r [Mr ni tai j a S N" CW S !� alF I i 6 1 /2' • �• 1: _ _ _ 00' s 7v. of c Imam 1M�oMr►r }.. • , • v • • AWIA/T 29CI M - MIT 011LU m e � Nu✓A AMD rRt�! �!!Ir C UN wrr - Moir •. 4 f r' SF . Giv V DUMMY JOINT ►'',t kA 'j��,�45: . The k tk of this drips is to bdomis ft mnm*W of a a" brie we 10*1 blumr1106 of VW ouft The joie a(#* a MMM ddawaMcatNM be e*nled to to In bw wa elm owb i -- s r t r cunimewnin T - �• low ...♦ i ry 3 REVISED PER CITY REVIEW 2 REVISED PER CITY REVIEW 1 REVISED PER CITY REVIEW N0. REVISION .v ABD SURVEYED: BCE DIM. "D" PEDESTAL TYPE 1 DESIGNED: BJT FOR COPPERWOOD PTN OF THE NW1/4, OF THE SE1 /4 OF SEC. 15 TWP. 23 N., RGE 5 EAST, W. M. CITY OF RENTON, KING COUNTY, STATE OF WASHINGTON z• t - L • b . } It r [Mr ni tai j a S N" CW S !� alF I i 6 1 /2' • �• 1: _ _ _ 00' s 7v. of c Imam 1M�oMr►r }.. • , • v • • AWIA/T 29CI M - MIT 011LU m e � Nu✓A AMD rRt�! �!!Ir C UN wrr - Moir •. 4 f r' SF . Giv V DUMMY JOINT ►'',t kA 'j��,�45: . The k tk of this drips is to bdomis ft mnm*W of a a" brie we 10*1 blumr1106 of VW ouft The joie a(#* a MMM ddawaMcatNM be e*nled to to In bw wa elm owb i -- s r t r cunimewnin T - �• low ...♦ i ry 3 REVISED PER CITY REVIEW 2 REVISED PER CITY REVIEW 1 REVISED PER CITY REVIEW N0. REVISION SCALE: HORIZ.: N/A VERT.: N/A ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY 28 1/2 12 7/8» �•o .v DIM. "B" SURVEYED: BCE DIM. "D" PEDESTAL TYPE 1 DESIGNED: BJT BJT 4/22/15 BJT RAG 3/30/15 BJT DMRAG BJT 1/15/15 BJT CHECKED: W I BY DATE APPR APPROVED SCALE: HORIZ.: N/A VERT.: N/A ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY 28 1/2 12 7/8» �•o .v DIM. "B" DIM. "C" DIM. "D" PEDESTAL TYPE 1 62 1/2" 31 1/2- 30 7/8" 62" 31 It '•n 3" 10" Li TYPE 2 (FRONT VIEW) 12 28 1/2 12 7/8" 3" '10M OCE o� log o� o „ -W. o® o,2 -�- joal log 31" oQ O,a "W„ o❑0 0,5 sox" 17" �- o,s 13" �» mp 10 XY -Jill 28 1/499 12 5/8" 12 5/8" ~ 17" PEDESTAL 31" PEDESTAL TYPE 4 (FRONT VIEW) 16 17 5/8» Notes: 1) Certified by U.S.P.S. to all performance specifications of 16 3/41- U.S.P.S. -B- 1118 -E, Cluster Box Unit (CBU) 2) Constructed of stainless steel, aluminum, and corrosion »B„ „ resistant components C 3) Parcel components prepared for U.S.P.S., provided »A» »D„ 306P lock. 2.00' PC N I loll .0.0 0ftft • • ;!:!:!:!�!:!:!:! • ft UNIT TYPES 5' CLEAR WIDTH -4-1/2" DIA. - ANCHOR BOLTS BUTYL RUBBER PAD MATCH EXISTING GRADE IN PAVED ARFA e r 4 . . T, e. 4 . 4 RODS ON 14" 0 4 O.C. MAXIMUM. EACH WAY 5" THICK CEMENT CONCRETE SIDEWALK PER STANDARDS 3" TYP. FIRM UNDISTURBED SOIL OR WELL COMPACTED SOIL GENERAL NOTES: TYPE DIM. "A" DIM. "B" DIM. "C" DIM. "D" PEDESTAL TYPE 1 62 1/2" 31 1/2- 30 7/8" 62" 31 It TYPE 2 62 1/2" 31 1/2- 30 7/8" 62" 31 of TYPE 3 62 1/2" 45 9/16" 45 62" 17" TYPE 4 62 1/2" 45 9/16" 45" 62" 17" H.D. PEDESTAL TYPE DIM. "W" DIM. "X" DIM. "Y" DIM. "Z" N 0 U (CTR TO CTR) (CTR TO CTR) M HOLE LOC. HOLE C of 17 8 1/2 10 of 4 9 5/8 » 31 " 8 1/2 10" 4" 9 5/8" VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/1991 DATU M 1. CONCRETE SHALL HAVE A COMPRESSIVE STRENGTH OF 3,000 PSI ® 28 DAYS, CONTAIN 4% MIN. - 6% MAX. AIR ENTRAINMENT AND BE PLACED WITH A 3 1/20 - 4 1/20 SLUMP IN ACCORDANCE WITH ACI 301. 2. REINFORCING STEEL RODS SHALL CONFORM TO ASTM A615. GRADE 40. 3. ANCHOR BOLTS SHALL CONFORM TO ASTM A193. B8M (316) STAINLESS STEEL MAIL COLLECTION BOX UNIT (CBU) DETAIL NOT TO SCALE sIuc11AAL NOTES 1. THESE PLANS ARE APPROVED FOR STANDARD ROAD AND DRAINAGE IMPROVEMENTS ONLY. PLANS FOR STRUCTURES SUCH AS BRIDGES, VAULTS, AND RETAINING WALLS REQUIRE A SEPARATE REVIEW AND APPROVAL BY THE CITY PRIOR TO CONSTRUCTION. 2. ROCKERIES ARE CONSIDERED TO BE A METHOD OF BANK STABILIZATION AND EROSION CONTROL ROCKERIES SHALL NOT BE CONSTRUCTED TO SERVE AS RETAINING WALLS. ALL ROCKERIES IN CITY ROAD RIGHT -OF -WAY SHALL BE CONSTRUCTED IN ACCORDANCE WITH CITY STANDARDS. ROCKERIES OUTSIDE OF ROAD RIGHT -OF -WAY SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE INTERNATIONAL BUILDING CODE. R -38 1 420 T A L k�ti 0� S*/ O o cn z 4 S 9, ANA ECG\ \ = ... N 0 U F- T M z > z� o Cn C gN w =• 0-4 G) X 0 Z w Qrn m 0-4 04 �M Z er T CD N 00 Z Z 00 Cn U3 00 w w C"4 Q I r- I w Z :-R:: n OZ Ln w CV 100 Z Ld CV CV J > Y U � CITY OF ROAD AND DRAINAGE NOTES AND DETAILS 10/0e /2014 - RENTON COPPERWOOD HOMES WARRANT ,O Planning/Building/Public works Dept. 14725 SE 36TH ST. SUITE 200 B WA 98006 SHEET � � 37 z ... Z T M C Cn =• Z G) z m T M j I i T W s I z T ! z T Z > 0 D Z G1 Z C m C7 � � O r� o �• D M Cn =• Z G) W D O U W J LL n t % UJ Le CL O U f f I I O x Z O O Z_ Y J Q M all 0 U Q CN In O CN CN all E CL) O y-0 V o I 00 W C 00 (0 cn O O O co Z LA- I PLAN { ISOMETRIC SIDE VIEW 4OTL: 1. This dot tic batdw 15 for use outtrlde roadways on plpse 36' da. and smober. 2. See drawing 223.40 for debris barriers on pipes Woectitg trmn &"ways or MWORY side >dcoas. 3. N seed pelt smelt be 9dvar(lzed and as0wilt oa Md. (Treatment 1 or t»1 -r 4. CPEP- wnvoTh b*mkx pipe req&m bob b soaxe dells Dialer b pipe. puBUC rosxs DEPARTMENT DEBRIS BARRIER ,a FRAME AND VANED GRATE ,, t 1. .• x t., = au. u►t tjftr AN T A: T T -tE S.i-O- A> . = ARi A + 1 •Q- - ;f .;t t I F 04 1k i j W 'f XITEZ- TO Tr.E BC,-T---AA AREA C-f TI-E ADJUSTMENT SECTION i RASE SECTION -T - - i NOTES I Fik_ 9': OR i ,%ATIN t�3F A •'ATCF! RA`AN SItAI i N0 R �#1(A j I) 1 f? INAI, i -AT M ET#1)dL- 1�=f ? `.Al 1. 1 !_ AI1(,`N 0� f l if `r� �E li! T, 1 ' Eh L'i ,-F. 0H ai'v'!eit )+: it 1 i; �s I + i �7 kit �'LAt -EI ` +lA:_ hF_vN I `, i Al'if 1: 111 ti, ANI j IIN : �-,1 0101;..:.(? 1 al 1," Est t LN I: t 'IV' ='. > ) 71 !F r�.t, �:1 1' :,',tllil IPA " tt . (l".•).40% r VAT�1: \�t1� I'TANi )A-Ir) °` t I`'(-:` P'C)�! fit: i )1 "`:`+I +At 44'110 11`.11) 1(1' i 1NANII? I(,( Heil)! Ihll 1I';f 'S '441 4' 1' £01i(t.(E411t'If - .. - (. • :T { -. !) '�'`�(, i ►l T.i('l:l:t:: l ?r'ti a ..£ ". ((►f?t T`ii( 1 ;i . `.',' ,.1. ItIP, 41I11':I;ti -`.I ..1 41=;1 Cif Tt?I fT1;1t.:Kc, Alt{ 1A('(,I M 0 10f fit fliti A14,fiS1f NCsE1(NN1) (�)� i (H•) •) j.' 11L .�a;IN- :f��)' >iT�:- L';ti+.lt1 1'.t ild 11f)IlO%tAk1 .At._ I'Ii F,l E t t A 1 +14 A,1.111_, xii 1`.1 .t ( I .> �il�1l ,'st.'�.� +t+1 It i {; . t �. ss `4 t " -1 i i 11!' ( s is � E t< I '1. ( •! ,i .(i Er) lal .'i I .I< :')�1 r.. j(,31, Is:.cli 3•I€ I 4tAY::1t44T?t- rr•_Fq'r,; W D O U W J O O w W z UJ a. w Q. 0o 0 In V I I I i Q) X Z O Z_ Y J Q M N 0 U V) Q rn 0 0 CV CV �i F- a) 0 0 Ln 0 1 ,00 W a) CU [_ (U I--,' rn DO CID in 0 0 0 w� Z Li CU 1 s TOW SEC n v RECESSED ALLEN HEAD CAP scREw 1�. S�'- ttNCxT Gr.`E \� \ 1 sA� i. �� iECT�OM -� BMT4)OV M DETAIL DETAIL s" %of F PUBLIC WORKS RECTANGULAR FRAME M. PUN — 204 � DEPARTMENT MARCH 2008 ?9 ROAD AND DRAINAGE NOTES AND DETAILS FOR COPPERWOOD PTN OF THE NW1/4, OF THE SEII/4 OF SEC. 15 TWP. 23 N., RGE 5 EAST, W. M. CITY OF RENTON, KING COUNTY, STATE OF WASHINGTON SOL T-oow% s:( DETAIL AND M01 II • E 1 tf *LT-MO+M" *LOT SIM& SEE NOTE , seem" Oa NOTES I- Pro%4de two Aots In the Cover that are vericaly signed with the hales in the kame.Localm of bob -down sus varies among different marwfadtxers. L Akemsive reinforcing dews are accepW* in Neu of the db design. 3. Refer to Standard SpedNcaion 9-05.15(2) for add rent& merits 4. For Frame detaft, see City of Reroon Standard Pan 2NM. OQQQ 7Q��Qj1dQ��Q0�1��Odi9 �OpGpp00ppppGAppOpp pAi ,''!O pp pppOppppp�c � Op pip 0� p0'Gp� pO �BQpOQ � ©�p�� p PUBLIC WORKS RECTANGULAR SOLID BTD• PLAN — 204.10 DEPARTMENT METAL COVER MARCH 2008 CITY OF RENTON DEPARTMENT OF PUBLIC WORKS APPROVED BY DATE APPROVED BY DATE / I DESIGNED: BJT BJT APPROVED BY DATE APPROVED BY DATE 3 REVISED PER CITY REVIEW 2 REVISED PER CITY REVIEW 1 REVISED PER CITY REVIEW N0. REVISION Y Q C a ``r J TOP \ Sti ()T - SFE (*TAK Ar) 40TF I sECTIM c e ) 1 1;4- F X, \. 114XT4 *LOT MTAE„ SFF 4OTF 1 NOTES Provide two slots In the grate that are Ver4 Y *r*d i. with the Bates in the frame- Location of bok -down slots varies I among different manufacturers. Refer to Standard SpedllIcalon 9w,05.15(2) for add*onal requirements. Use only on sags and venkA curbs locadons. Unless Otherwise specM{ed, vaned grates shall be used with --tan dwd frame in the travel way, gutter or shoulder. Vaned grates shy not be located witt>in Crossroads- Use vaned ates along roled Curbs.. PUBLIC WORKS RECTANGULAR 81 DIRECTIONAL STD. PLAN 204.30 vt DEPARTMENT VANED GRATE MARCH 2008 SCALE: HORIZ.: N/A VERT.: N/A ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/1991 DATU M �% }= CITY OE RENTON Planning /Building /Public Works Dept. 1 TOP PUBLIC WORKS DEPARTMENT SLOT . SEE DETAIL J 7 \ 1� 1 lit' iQLT -0O I��LOT OETAIL sEE NO I ES 1• Proribe two dDts In the grate OW are ver& a ft signed wkh the holes In the frame. Locatlon of boiF4own dots varies among d r rent rtx wtacuse s- 2. Refer to Standard Specification %-05. t 5(2) for a6 Dnd 3- Unless ottwwlse speeMed. vaned grates shat be used vft stand1ard kww In the travel way, gutter or shaiser. vaned grates shad not be located wbiin Crossroads. Use vaned grates along raced axbs. �cTw�uu►R siv. pt�t - sa� vwMEn c�ewrE PARCH 2008 R -38 1 412 dop .1 0 14 ON ST A tl 11J z C SURVEYED: BCE DESIGNED: BJT BJT 4/22/15 BJT RAG 3/30/15 BJT °RA RAG BJT 1/15/15 BJT CHECKED: BJT BY DATE APPR APPROVED: BJT SCALE: HORIZ.: N/A VERT.: N/A ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/1991 DATU M �% }= CITY OE RENTON Planning /Building /Public Works Dept. 1 TOP PUBLIC WORKS DEPARTMENT SLOT . SEE DETAIL J 7 \ 1� 1 lit' iQLT -0O I��LOT OETAIL sEE NO I ES 1• Proribe two dDts In the grate OW are ver& a ft signed wkh the holes In the frame. Locatlon of boiF4own dots varies among d r rent rtx wtacuse s- 2. Refer to Standard Specification %-05. t 5(2) for a6 Dnd 3- Unless ottwwlse speeMed. vaned grates shat be used vft stand1ard kww In the travel way, gutter or shaiser. vaned grates shad not be located wbiin Crossroads. Use vaned grates along raced axbs. �cTw�uu►R siv. pt�t - sa� vwMEn c�ewrE PARCH 2008 R -38 1 412 dop .1 0 14 ON ST A tl ROAD AND DRAINAGE NOTES AND DETAILS COPPERWOOD QUADRANT HOMES 14725 SE 36TH ST. SU11TE 200 10/08/2014 FIELn800a. PA(E- DR MIMIC NO: Z ST _ \ T. r -iK 11J z C � m Z Z O V) ZN gJ LLJ LZ X Q li Z LLJ Q N � N N Z O N 00 Z Z cND I 00 I ww w N Q r-- LC) to Z Z L0 L0 LLJ N 00 Z LLJ N N J ROAD AND DRAINAGE NOTES AND DETAILS COPPERWOOD QUADRANT HOMES 14725 SE 36TH ST. SU11TE 200 10/08/2014 FIELn800a. PA(E- DR MIMIC NO: Z ST _ \ T. r -iK 11J z C z m Z M I> T -s Z p ' G r I Z Z I � > v N r. i . 0 D Z Z C 3 m M H C�J Cy i I > T O T M R � w Q Z U w O Ir a- •r J- 7 r_f L • F > T Z I 0 a a z c� z c 3 m i f 3 i I I I X s s i f v v Z O 0 Z Y J Q m W Z W _J _6 0 U V) Q Ln O N N \ d E \ 0 o, 3 co I M� W AW W ol ^c W M nM 'co W V) O O CD W 3 1 1� Z T O T y 4K JI T_ z m Z a w Q Z U w O Ir a- •r J- 7 r_f L • F > T Z I 0 a a z c� z c 3 m i f 3 i I I I X s s i f v v Z O 0 Z Y J Q m W Z W _J _6 0 U V) Q Ln O N N \ d E \ 0 o, 3 co I M� W AW W ol ^c W M nM 'co W V) O O CD W 3 1 D T T O T JI T_ i � a W D O U W J LL O O W LL r a C c_ 0 U i t I a� X z 0 z_ Y J Q m u Cn Q �o� L1 / 0 CV 0\0 CV a� E 0 r\ 0 I d r� 00 C7 00 c0 En 0 0 0 z m Wa) Li yi v 2 `° A O w �i =O M� MO i Y ■ f. G, 4JO 0 lW P �. 09VAL* m KAU � w�YlUd1Yl��tld11 n e N� >id ROAD AND DRAINAGE NOTES AND DETAILS FOR COPPERWOOD PTN OF THE NW1 /4, OF THE SEII/4 OF SEC. 15 TWP. 23 N., RGE 5 EAST, W. M. CITY OF RENTON, KING COUNTY, STATE OF WASHINGTON NOT" ♦ ♦ >A A fw*00aft tA"to 10 him tit600a00- ' imckm mv Mires no tt QMMrt t al a POP -3 wr � � _. i � . I A+wtwr+tlyd. 1l � SQU1111111111111, U-4111111" G DRAM > "' � aw � *a ,� � *m �Itar, ellilbt�Mt aim rum 4 A _ we aril" 1 +,1A* +t * � � � am m. r a4rt. a 1 EtIrME t1111Ei l t� ow . f"" „° # "M "< to** I* �i C ".1Mti" vvw r 1 C,1�'�MtAd r� s am aaT '� s� A t+ w a a rtt+IdIr It ti0Aw11[ sntta �yrp+a•ourrfp r� ae� us e. Loom l�E �MiI! Ti�E ► 4 P� ttll W Apt 1 1 1�1 � d us ;� O uNt _ _ a� i-is ans soupm b b 9MT STOP 21 i�taR a� tN�x dawn tar>I+ sftu t � �a,f, t _ c�orwcTaE►w« t ��� �� �, � � �x a°�tMr arm ll�T. 1.: ... err r il�olvai rrttratx tr i , , X a c�r�irc s� 1� N ai+ir owi i V! ST-3 f '#rtT >t r *u� �> f I.QIA" maT f lir I" L �, ►` Oki #° &W dlYA1bM dllfAt # , . . ; � — r t+>rX *#Ab trMT "m ST-1) im rm ST-2 •IAN SUPWOW � , N[tlt Qil�cw17,v Miiiflll�N4 SON PM*t W s i►Tt!'�M MAJ. i s ' ` TYM ST-4 a SUPP > T $10k 0011111 l�11 srMiE ., mss... P? • o : 11TA>T#i t morrm tam as arrt t : Pour Val (� j Ali! *03"t* f 1"�'M€') `.J ` � t MP v so" a TOP 1 + svu•or co _ c G u � � ow I � � It 9 GMT rm C ST-3 . w {: v 3! v L i LAMP stc , bor (NJ s tr KAT x OR ar m NO AMID bM Y STEP CITY OF RENTON DEPARTMENT OF PUBLIC WORKS �! y 4% *Tam w" rang TYPW - ST-4 OWAA"TM DIM" STAUDD P rw *Aft 0a0"ftqW*A# APMXNED BY ✓ ' DATE APPROVED BY DATE APMO'VED BY DATE APPPIMED BY DATE 3 REVISED PER CITY REVIEW 2 REVISED PER CITY REVIEW 1 REVISED PER CITY REVIEW N0. REVISION ,- �!! � Jf J ~,h J fd \� ,• lr. jam'. Y !!j Ll 1 IF .r �a t . Y1iRret ditwws r rocamda 15 f mt =rm*vd a ful dap1 (mI std. 102 won wh on r� 1ZI n61 di 1r' ►> is ttwr It wiu*Alqj whwt, ,orw�ry rridtl� word . 2 . Sm W. p4m 102 kw vWw" ttfi. 3. C M* Imd "M .alder aft dowl; rw M Imam& 1m M. pion 1(h for aurb d oft 4 is end S. Tk► ea4aww *4 d weiVi vA diWw ap W inL4jda whr#Ax a 1A 4 paints rmiad vAM wpnbol wr. AN elavadaeta " id #w ia* of A NO usrlti 7• FarMiMMwtl ylitDYls Mi C1liiYie M1tAY » t hi'1tJd1Ft (3w NOTE tt). The mWe mia n (m Wd ow M ihol be apsoai ar ahmin In t#ra oiw.aqxwwft kwurma d. w*i unuUu tt R OU.1 or 1 04.2.2 or 3.a of as ;wd L" cuawwrAs rtv A PAu �i Wey at HcouW= 23. 2M RIMMA 2. C-4ft It*Am 1 T"m CAU1X 0&*mw W rn" be Mpna w v d am i0. "RWr STANDNRO1S = ftNw Mnntr Cab plW4 fte N i wwA+ww,9 Rrw"wft CHAPTH 61T»M AN R UTU" $TARtilJ= Suctior► 441 -M STMEE r STAIRM" ORWSWAY STAB Rwim L%ubft* Leo (mm) nap M MAMMA CITY-WIDE PROW M DEVCLOP'R413IT STANDARDS S f6rin 6 rte, i i3 m r, mm naNP*Ay lili`.G1JL�tT1i�t6 FAIM 4w A as G w�,� r an rill IHW RJw 6 tsar r i• � Y -r , r jownI MiL!M Laurw rilvm . hwulm I hems& alt tI.;R t *7#A sAC'aIR nr AVAW .l>,It MON f- r It CURB CaETAIL AT iUNIMM IAL Olt upivulIMTS, Alai NAA TY/ Exmo& TYPE Gz B rem e i 1 IMAM Lem OOrwww%A f e �► IT of ": °� � � � � . ,.�, ��"1' "``,�'�'S' 1'`'%!`,' . , • � � • � • • • � • i hri*t.?;' +�' ,attr►1 ttci"t .'. ' • f8 •,' •• 1 IF . s + i� i ■ — ittl A SCALE: /VERTICAL: NAVO 1988 CITY OF HORIZ.: N A HORIZONTAL: NAD 1983/1991 VERT.: N/A ML RENTON �r ONE '"C" DATU M AT FULL SCALE Planning /Building /Public Works Dept. IF NOT ONE INCH SCALE ACCORDINGLY R- 381424 \ /0NA = 7 SURVEYED: BCE N C� U �— � ■ T DESIGNED: BJT BJT 4/22/15 BJT RAG 3/30/15 BJT °RA BJT 1/15/15 BJT CHECKED: BJT BY DATE APPR APPROVED f e �► IT of ": °� � � � � . ,.�, ��"1' "``,�'�'S' 1'`'%!`,' . , • � � • � • • • � • i hri*t.?;' +�' ,attr►1 ttci"t .'. ' • f8 •,' •• 1 IF . s + i� i ■ — ittl A SCALE: /VERTICAL: NAVO 1988 CITY OF HORIZ.: N A HORIZONTAL: NAD 1983/1991 VERT.: N/A ML RENTON �r ONE '"C" DATU M AT FULL SCALE Planning /Building /Public Works Dept. IF NOT ONE INCH SCALE ACCORDINGLY R- 381424 \ /0NA = 7 N C� U �— � ■ T Z j Z � o 1 T � ■ _ gU) n m T Z Z W > Q Ir7 N N z � N Z Z co 0) cD 00 IW Qr r w LIJ Z `_ / In Ln Z r I \ I \ IW N Z N N J J�� 8b�u► Q Z v W V = S' lz g 4 CO ROAD AND DRAINAGE NOTES AND DETAILS COPPERWOOD OUADRANT HOMES 14725 SE 36TH ST. S""11TE 200 BELLEVUE, WA 98006 10/08/2014 FIELDBOM: PACE: DFV►wr,c N°: OF: 37 . i SHEET �1CWWf►II�I i 7 T ■ T c 1 T � ■ _ . T' n m T D_ a-: 1 V T a � - l Z 4K Z ;6r- > I I f r. r r r O Z Z C m n I D ■ T ` 1 T � ■ _ . T' n W D O U W J LL O O LL c a. L1 C 0 a U I I I I X Z O Z Y Q M 0 U 11 !r! O N CJ 0 0 a� 06 i1l) ao c Q) c cri C: cc c0 Lr 0 0 0 co t�J / Q 0- W tv LL_ ROAD AND DRAINAGE NOTES AND DETAILS FOR COPPER���OOD PTN OF THE NW1 /4, OF THE SE11/4 OF SEC. 15 RGE 5 EAST, W. M. TWP. 23 N., CITY OF RENTON, KING COUNTY, STATE OF WASHINGTON DETECTABLE WARNING SURFACE - _ It - C, WN 16 - Cr MAX SEE STANMMID PLAN Fd3-t0 CE41ENT COWCRrETF SFF CONTRACT PLANS u SFF NOTE 7 GRADE BREAK PEDESTRIAN CURB - SEE NOTE 9 GRADE M BEAK ? C a ER SLO TOP OF '+t AX 6 3% MAX CO S�0% MAX ROADWAY f .fir; • ' IANO04G CURB RAW DFPRF SSF D CURB AND GUTTER - SEE STANDARD PLAN F -16,12 AND NOTE 8 CURB RAW 4 C' it/N X - T MINI -SEE SEE COMTRAC T PLANS CONTRACT PLANS OF BUFFER TOP • 2 C76 MAX STR� ROADWAY CEMENT CONCRETE CURB AND CEMENT CONCRETE PEDESTRIAN GUTTER - SEE NOTES 4 8 6 CURE ;TYP . - SFF NOTF 9 aECT +ON O 15 (? MAX 4' 0 MIN. _. _.. -7- 15 Cr MAX NOTES A 4 0- MIN - SEE GRADE BREAK 1 Provide a separate Curb Ramp for each marked or unmarked crosswalk. Curb Rarnp CEMENT CONCRETE - PEDEST CURB - CONTRACT RAMS RIW � 1C v TYP location shall be placed within the width of the associated crosswalk or RS Shown in the SEE NOTE 9 9 LANDING a CEMLNIT CONCRETE PEDESTRIAN CURB crosswalk, or as shown in the Contract Plans. CQntraCt Plans. UJ U. - CURB wwP - SEE NOTE s 2 Where "GRADE BREAK' is called out, the entire length of the grade break between the two > CURB RAMP CID 1 MATCH SIDEV4kLK (t • C- 111Nd ; - _ 1 DETECTABLE WARNING SURFACE ^ Ni t `- SEE STANDARD PLAN F•45.10 � TOP .4W*F - •A" r svw+c • IYP . # N K}!a � r I i + _ adjacent Surface planes Shall be flush. SFF CONTRACT RAMS I 3„ R ; r. - � k � Do not place Gratings, Junction Boxes, Access Co v ers, o r other appurtenances in front a f �, rte`• fi C • _ - (TYP;1 1 the Curb Ramp or on any part of the Curb Ramp or Landing break between the two adjacent surface planes shall be flush. cURe AND cuTTFR ' 4. See Contract Plans for the curb design specified. See Standard Plan F- 10.12 for Curb, Curb and Gutter, Depressed Curb, Gutter and Pedestrian Curb details. CEMENT CONt;RI TF -_ `.. 316 EJiPANSopN JOINT (TYP: - - --'. :�f�.- 1 SEE STANDARO PLAN F -30.1• QEPRFSSI =o CURB AND /J 5. Sr Standard Flan E-30-10 for Cement Concrete Sidewalk Details. Sae Contract Flans PEDESTRIAN CURB - Gi1TTER SI E NOTES 4 & 6 - -- .- .__._. Landing. r 'h placement f sidewalk. = for veldt and lace e t o SEE NOTE fl �- BLJEFER P It C. The Rid itertt'C+erT#$rtt Concrete Curb damp Type _" does not Include the adjacent Curb, CEMENT CONCRETE - -�- -� - -"J STRIP (TYP - CURB i GUTTER - - - , - SEE CONTRACT PLANS CEMENT CONCRETE CURB AND {�UTTFR Sr =F NOTES 4 81 p Curb and Gutter, Depressed Curb and Glitter, Pertelltnan Curb, Or Sidewalks. SEE NOTES 1 a 8 D - • f- - f s t` y t T Ramp maximum running l h ll n t require the ram length to exceed `15 feet h� Curb a �# B = S t7p8 S� D eq fi g o- - typ J I RkaAfto --OR QE Ate: _r+IK FENCE ?'' a' i to avoid chasing the slope indefinitely when connecting to steep grades. When applying the DFTFCTAX 1! 10WARNING SURFACE - C K SEE 9TAI 34MPLAN FJa.10 r DEPRESSED a GUTTER - DE UD 5. $ee Standard Plan F -30.10 for Cement Concrete Sidewalk Details 15 foot mlax, length, the running slope of the *vurt� Ramp shall lac as feat as feaslbter. N 1 A 6 sEF oT>=s a s _ - c1liku _ NY( ENCE F AaR C See Contract Plans for width and placement of sidewalk. T CURB RADIUS DE d IL 8 Curb Ramp, Landing en r=! Flares Shall r l v a broom finish. See SpaclfCat t ns -14. 20' MAX 9 Pedestrian Curb may be omitted If the ground surhaG:e at the back of the Curb Ramp and/or the adjacent Curb: Curb and Gutter, Depressed Curb and Gutter. Pedestrian 2 4 - CHAAI I OW V'IFW"r TYPE a Landing will be at the sarne elevation as the Curb Rarnp or Landing and there will not be PLAN VIEW Curb, or Sidewalks. material to retain. TYPE CoNeWTION 7 The Curb Ramp maximum running slope shall not require the ramp length WrTM KIEFfR PLAN vli1M D DETECTABLE V"NING SURFACE - PLAN vlEw t to exceed 15 feet to avoid chasing the slope indefinitely when connecting ++` T TYPE PARALLEL A LEGEND to steep grades. Men applying the 15 -foot max - length, the running slope °•�° SLOPF iN F#THFR DIRECTION DETECTABLE WARNING SURFACE - _ It - C, WN 16 - Cr MAX SEE STANMMID PLAN Fd3-t0 CE41ENT COWCRrETF SFF CONTRACT PLANS u SFF NOTE 7 GRADE BREAK PEDESTRIAN CURB - SEE NOTE 9 GRADE M BEAK ? C a ER SLO TOP OF '+t AX 6 3% MAX CO S�0% MAX ROADWAY f .fir; • ' IANO04G CURB RAW DFPRF SSF D CURB AND GUTTER - SEE STANDARD PLAN F -16,12 AND NOTE 8 CURB RAW 4 C' it/N X - T MINI -SEE SEE COMTRAC T PLANS CONTRACT PLANS OF BUFFER TOP • 2 C76 MAX STR� ROADWAY CEMENT CONCRETE CURB AND CEMENT CONCRETE PEDESTRIAN GUTTER - SEE NOTES 4 8 6 CURE ;TYP . - SFF NOTF 9 aECT +ON O 15 (? MAX 4' 0 MIN. _. _.. -7- 15 Cr MAX _._. ___..,� . SEE NOIF 7 SEE CONTRACT PLANS SEE NOTE 7 GRADE BREAK GRADE BREAK 8 3% MAX ;10% MAX.. GA' E PM' i TYO ; - 3 ..2. -043 � 1C v TYP CURB RAMP IANDING CUR13 RAMP SIV EXPANSION JOINT (TYP) - crosswalk, or as shown in the Contract Plans. SEE STANDARD PLAN F -30-10 ti HOG 1,1GS - S►'AClE': -� SECTION (C ) =Sr "GEMFNT CONCRFTF CURB RAMP TYPE COMt31NAr10N" PAY UMLT -- SEE NOTE 6 MATCH :FNGF .. TOP .4W*F - •A" r svw+c • IYP . # N K}!a � r I i + _ - -•.may ..�....- / Sf LvA., rYa r; �. r s r- TRU55 ROD ; r. - � k � T- ENSIOM i ARE k 1 break between the two adjacent surface planes shall be flush. cURe AND cuTTFR ' SIDEiAALK rJ, I- ., -- 1 C n TYPE COMBINATION PAY LWT NOTES 1 plate= n= shad nteet Ma requremertts Of Stands sIOM 9-1 Cn,A h A%K FENCE TYPE 3 OR s - 3C I18LE 14 FT --,AN :*W( CRATE - PAY L WT TN 1 (+ % 'E "*'rat" 3 OR 4 PAY --WI' NOTES :>OL*LE r FT C -AM .00 GATE - PAY L WT OAV :-,-' 4 ,T PEDESTRIAN CURD - C GA' E PM' i TYO ; - 3 ..2. -043 i4 C?k 1C v TYP D AW MOM SCE, 4n; r µ IYlptf S t -Y N ' crosswalk, or as shown in the Contract Plans. P +: , P7S' ti HOG 1,1GS - S►'AClE': SPACLC •a- 1>Itt 1KXfml =Sr re 'T' ►stx. ya1Rr B 21- 1W MAX i`YP : MATCH :FNGF .. TOP .4W*F - •A" r svw+c • IYP . # N K}!a � r I i + _ - -•.may ..�....- / Sf LvA., rYa r; �. r s r- TRU55 ROD ; r. - � k � T- ENSIOM i ARE k 1 break between the two adjacent surface planes shall be flush. cURe AND cuTTFR ' SIDEiAALK rJ, I- ., -- 1 C n 3 Do not pace Gratings: Junction Boxes, .Access Covers, or other appUrte- SIDEWALK ` r, oc`�`( -� �7 r r' L Landing. y'jT£ tC4i*Rtl11R;iYO. P It - - - - 4 4 See Contract Plans for the curb design s fled. See Standard Plan p F -10.12 for Curb, Curb and Gutter, D • f- - f s t` y E rriV Ti`NSK)!. viARF -,- . o- - typ J I RkaAfto --OR QE Ate: _r+IK FENCE ?'' a' i 4tA'Cr Ft1iCE in 40 1.6t443► - SIFF STANDARD PLAN F-48.19 5 5. $ee Standard Plan F -30.10 for Cement Concrete Sidewalk Details Sr. VALGE :TYP •0 • 511INI4G -VP: _ - c1liku _ NY( ENCE F AaR C See Contract Plans for width and placement of sidewalk. Itii( Rail: - FACE OF CURB D DEPRESSED CURB 8 GUTTER 6 20' MAX 3 C' CHAN UMK Fc•M'E 'YPf c CROSSWALK t the adjacent Curb: Curb and Gutter, Depressed Curb and Gutter. Pedestrian 2 4 - CHAAI I OW V'IFW"r TYPE a •r kC?iJIVt) TYy + DOUBLE GATE r--*Al,% I%K FF%CF TVP'F) C-Q t - SWsiF 6 T CH" 3 LIAR( GA'r - C"*04 k+( F:wx T *Qf 1 CA 4 - .. PAY L VIT w PAY L111+r I'SY r +iMt -- GA. E POST ;°YPI- J IZ wi HOG RJai�S - SaDACFn DLW iNOM SCH ac; _ 6 - V,Z% POST ;: ir' iih, AiA7l TYf' r E i*AFlE FC3+t :iA t E POST- %s-o% TOP +11Ntrr - LA4TR1 -l+uE 9< s'.YNc + TI,N,I a� r++ f CE Q ^�4 ''� :, �. I i F / -z k5irk. Atli€ r �g cAiNtiC iiAiti<J :--V! "ell , ". �� i i ` ♦ . < \ 1 �r f #x. !? `. j 'Rt► SS / i ' i' r E �tSi + * ��` fir' 4 s 10- O� .p 43630 .. t s TE N5KN1I ItlKif I r a 4, j +C _ \ c�1 JFrt STS ���\ r � S -Rt ICHtR BAR 'Ya, } � I; ,, r: 0 Y3t- so TOM It 14510% WRE , s Ll � �; � E . -M - - w- ...- A- wA+�/i. a- .Lr- �ww�►.�.+• wA�+�- +lA4wr A• � • �..fv .r t v � `'� - - -•I D -Y�P ,'fin- RF =RFC FOR - CI►rjA1N LM tIIATE I, aLi COMBINATION CURB RAMP k;u+tst LINK �E`Ct 'YPt I ter,+ t =+rat - C� 90• s1+ we � RINGS - SPACED STAIiI"KD PLAN L -S0.1 "2 CI1ASU I •Nrr rFN„,� FABRIC . ; -± p T °E •ti1KE5'TYP: - :i 7t w; MAx TYP: STANDARD PLAN F- 40.14-0Z = - :14A11 1 N�( =ftiG€ TYPE) SpAC; D 4r rr: a�uc SHEET 1 OF 1 SHEET 2 - _ - CHAit/ LN K Lt-%Ct TYPt a •! ROa.arD :TYP a APPRO EC FCA Ptit # ICA'I.0N APPROVED FOR PUSH CATION ;.T 4. a. c*c .eve° Pasco Bakotich M &W13 SINGLE GATE T� -- -- SIACEC3EStsNtMutAlltCM RYA E (( WaMi++glor+ SbN Otipo.fmont aT Tror,sparblion € . - C MIN -- 4 4'- 0" MIN 1 NOTES SEE CONTRACT PLANS 7 S SEE CONTRACT PLANS PEDESTRIAN CURD - C 1 P 3+8 i XPANSr A "NT TYP i - P PEDESTRW! CURB - 3/6' EXPANSION JOINT {TYP SEE NOTE 9 c crosswalk, or as shown in the Contract Plans. SEE STANOAM PLAN F -301 S SEE NOTE 9 SEE STANDARD PLAN F -30.19 LANDING j I +i LALIOiNG S P%AX 0OS' 2 Where "GRADE BREAK" is called out, the entire length of the grade 1 break between the two adjacent surface planes shall be flush. cURe AND cuTTFR ' SIDEiAALK rJ, I- ., -- 1 C n 3 Do not pace Gratings: Junction Boxes, .Access Covers, or other appUrte- SIDEWALK ` r, oc`�`( -� �7 r r' L Landing. °- ; - - - - 4 4 See Contract Plans for the curb design s fled. See Standard Plan CURB a GUTTER -' ° F -10.12 for Curb, Curb and Gutter, D 4 01* WIN XYIP + C CURB RAMP CURB RAMP D P Pedestran Curb details. CURB RAMP D �++ _ DETECTABLE WARNt#IG SURFACE - 4' - C" MIN. {TYP.) S SIFF STANDARD PLAN F-48.19 5 5. $ee Standard Plan F -30.10 for Cement Concrete Sidewalk Details FACE OF CURB S _ - See Contract Plans for width and placement of sidewalk. FACE OF CURB D DEPRESSED CURB 8 GUTTER 6 6 The Bid here "Cement Concrete Curb Ramp Type " does not include CROSSWALK C CROSSWALK t the adjacent Curb: Curb and Gutter, Depressed Curb and Gutter. Pedestrian o C Curb, or Sidewalks. = 7 7 The Curb Ramp maximum running slope shall not require the ramp length PLAN vli1M D DETECTABLE V"NING SURFACE - PLAN vlEw t to exceed 15 feet to avoid chasing the slope indefinitely when connecting ++` T TYPE PARALLEL A A SEE STANDARD PLAN F416.10 :' TYPE PARALLEL S t to steep grades. Men applying the 15 -foot max - length, the running slope of the curb ramp shall be as flat as feasible. to 4 -7 MIN o 8 Curb Ramp, Landing, and Flares shall receive broom finish See Standard Specifications 5 -14. ^ S 9. Pedestrian Curb may be omitted if the ground surface at the back of the fir`' 5 Curb Ramp and/or Landing will be at the same elevation as the Curb - R Ramp or Landing and there will be no material to retain. CEMENT CONCRETE PEOESTRtAN DEPRESSED CURB & GUTTER - - SEE NOTE 9 j L S ECT*N A 1 151 - o" MAX _ _ I PLANS LEGEND SLOPE IN EITHER DIRECTION SIDEWALK 15 � M/V( GRADE BREAK - S R PL E r GRADL BREAK SEE NOTE : EE CONTACT ANS SEE NOT ? - %! GRADE BREAK SIDEVIMLK GRADE BREAK • J � MAX 2C% MAX a 3% NIM- 1L CURB RAMP �'�, '�, PEDESTRIAN CURB - �- -- LANDING SEE NOTE 9 L 348- EXPANWN JOINT (TYP) - +" _ Ca RAMP L - CURB RAMP SEE STANDARD PLAN F.,30.10 LANDING 318' EXPANSION JONT,TYP - SECTION ( C SEE sTANOARO PLAN F-M.10 �✓ sECTON O CEMENT CONCRETE CURS PAW TYPE PARALLEL A' PAY LNT - SEE NOTE 6 - -_ -- Y r'✓ j = l5CWKTMC VIEW TYPE PARALLEL A PAY LIMIT "CEMENT CONCRETE CURB RAMP TYPE PARAL IF[ F ISOMETRIC VIEW TYPE PARALLEL. 0 PAY LIMIT eta Q,V Eyr* I At. i E i,� oS�: 'W ;0 i , r Q; 10 0 ?_#G3 4363 '�t°r I5Trf1'�' f JON.1L PARALLEL CURB RAMP STANDARD PLAN F- 40.12 -02 SHEET 1 OF 1 SHEET APPROVED FOR PURI ICATION Pasco Bakotich M 61W13 _ 91 ATF :IES'ON E►'- ++ti6Ei: i)A `T WosbOwlie n S+ar'. D*pantnw.t ad Tronsporgtian CITY OF RENTON DEPARTMENT OF PUBLIC WORKS APPROVED BY J � DATE APFROWD BY DATE i1I J APPROVED BY DATE APPROVED BY DATE !� � • 1 EtRSK)ai WIFiI: �AARC HJ►ri„ _ SiK� IC►1 H KAR t7A'E PMT DETAIL .`A 5'RE'HCEq BAR l . FABRIi 13++W ` Fks -US W 14 1l } 'ENSIOA %%%SM ;'Yr : '%_01 a(ss-t7yt .�NGt RFOtAWD ;TA CHtAtS , INX FENCE I vft 4' LYt SOLI GATE POST DETAIL C,) 3 REVISED PER CITY REVIEW 2 REVISED PER CITY REVIEW 1 REVISED PER CITY REVIEW N0. REVISION t Tc NSON V%W - U1tWILAL e 1k ,. j I +i ST+i_ C--t" 6A/i I-YI' P%AX 0OS' DETA& Y CEMENT CONCRETE CURS PAW TYPE PARALLEL A' PAY LNT - SEE NOTE 6 - -_ -- Y r'✓ j = l5CWKTMC VIEW TYPE PARALLEL A PAY LIMIT "CEMENT CONCRETE CURB RAMP TYPE PARAL IF[ F ISOMETRIC VIEW TYPE PARALLEL. 0 PAY LIMIT eta Q,V Eyr* I At. i E i,� oS�: 'W ;0 i , r Q; 10 0 ?_#G3 4363 '�t°r I5Trf1'�' f JON.1L PARALLEL CURB RAMP STANDARD PLAN F- 40.12 -02 SHEET 1 OF 1 SHEET APPROVED FOR PURI ICATION Pasco Bakotich M 61W13 _ 91 ATF :IES'ON E►'- ++ti6Ei: i)A `T WosbOwlie n S+ar'. D*pantnw.t ad Tronsporgtian CITY OF RENTON DEPARTMENT OF PUBLIC WORKS APPROVED BY J � DATE APFROWD BY DATE i1I J APPROVED BY DATE APPROVED BY DATE !� � • 1 EtRSK)ai WIFiI: �AARC HJ►ri„ _ SiK� IC►1 H KAR t7A'E PMT DETAIL .`A 5'RE'HCEq BAR l . FABRIi 13++W ` Fks -US W 14 1l } 'ENSIOA %%%SM ;'Yr : '%_01 a(ss-t7yt .�NGt RFOtAWD ;TA CHtAtS , INX FENCE I vft 4' LYt SOLI GATE POST DETAIL C,) 3 REVISED PER CITY REVIEW 2 REVISED PER CITY REVIEW 1 REVISED PER CITY REVIEW N0. REVISION t Tc NSON V%W - U1tWILAL e 1k ,. !� � • 1 EtRSK)ai WIFiI: �AARC HJ►ri„ _ SiK� IC►1 H KAR t7A'E PMT DETAIL .`A 5'RE'HCEq BAR l . FABRIi 13++W ` Fks -US W 14 1l } 'ENSIOA %%%SM ;'Yr : '%_01 a(ss-t7yt .�NGt RFOtAWD ;TA CHtAtS , INX FENCE I vft 4' LYt SOLI GATE POST DETAIL C,) 3 REVISED PER CITY REVIEW 2 REVISED PER CITY REVIEW 1 REVISED PER CITY REVIEW N0. REVISION t Tc NSON V%W - U1tWILAL e 1k ,. j I +i ST+i_ C--t" 6A/i I-YI' P%AX 0OS' DETA& Y 5'RE'HCEq BAR l . FABRIi 13++W ` Fks -US W 14 1l } 'ENSIOA %%%SM ;'Yr : '%_01 a(ss-t7yt .�NGt RFOtAWD ;TA CHtAtS , INX FENCE I vft 4' LYt SOLI GATE POST DETAIL C,) 3 REVISED PER CITY REVIEW 2 REVISED PER CITY REVIEW 1 REVISED PER CITY REVIEW N0. REVISION :AaRt" BAWL, , I - 7 ENS Ora VA44t T URN84A -JILL F j £YE BGl- " 'FNS <:)N W--qr --YP ' %'kl f ' kLl - 1 fiE U C14Ak4 I? PENCE tvPt 4; i SURVEYED. BCE DESIGNED: BJT 4/22/15 BJT RAG 3/30/15 BJT DRAWN: BJT 1/15/15 BJT CHECpKEEDD: aJ r BY DATE APPR APPROVED: BJT P% LL FKMT DETAIL I D) .tS:l t ±r ;I, `, .rrr• • ,s<�Ff�. I >,r IE C14AIN LINK "TIE STANDARD PLAN L- 30.10-02 AIPV1Q Vrr: FOR PUT% KlATKIM M+•tiwe.•trw Sias• E#rprrr wAwt aR T~60mt os" 4 i MA FIRM UNDISTURBED '�f SOIL TO BE VERIFIED GEOTECHNICAL ENGINEER i V COMPACTED SOIL - -, CRUSHED ROCK FILTER MATERIAL, BETWEEN 2 y AND 4 INCH SIZE WITH - , LESS THAN 2% FINIES r MIN GRAVEL BEDDING 4' MINDAUM DATER DRAIN PIPE SURROUNDED BY CLEAN WASHED 3114 • DRAIN � KEYWAY --� MI �-- POWT OF ( ) KEYWAY SHOULD BE SLOPED DOWN TOWARDS THE FACE BEING PROTECTED NOT TO SCALE ROCKERY NOTES 1 REFER TO CIVIL GRADING DRAWINGS FOR WALL ALIGNMENTS AND ELEVATIlONS, 2 ROCKERY CONSTRUCTION SHALL BE COMPLETED IN ACCORDANCE WITH THE ASSOCIATION OF R ROCKERY CONTRACTORS GUIDELMS. 3. ROCK USED MUST MEET THE REQUIREMENTS FOR ROCK tUALITY SPECIFIED IN SECTIONS 5- 13 -7(1) OF THE WSDOT STANDARDS SPECIFICATIONS (2008), 4 ALL CAP ROCKS MUST BE SECURE AND NOT ABLE TO BE DISLODGED BY HAND. Terra CUT ROCKERY DEAIL COPPERWOOD '• • _ Associates Inc. RENTON WASHINGTON Consuftents in C techn"I I En- .*onn�tl� and Soil nulls Prod. NO.T -6N5 Date FES 2015 FigL" 4 R -38 1 425 O•�Ff S S �L 1 Y • 1 i -� dw a� _ W E- z_ j Z o gN CL LLJ X z Z w > g z Q O N 00 Z Z CO 00 W w N I LLJ L0 In Z LLJ r N z N N J Co LJJ Q z v z W r S' g 8 1 CO SCALE: WRIZ.: N/A HORIZONTAL NAD D 9B3�1991 ., ROAD AND DRAINAGE NOTES AND DETAILS 10 08/2014 VERT.: N/A �• C1 TY 0 COPPERWOOD PACE: 00K- RENTON WADRANT PA: ONE INCH DATUM HOMES DRAYAW No: I AT FULL SCALE Planning /Building /Public Works Dept. IF NOT ONE INCH 14725 SE 36TH ST S UITE 200 • • SCALE ACCORDINGLY BELLEVIJE, WA 6 SHEET: OF 26 37 z == C =l r -� Z m or M >1 D T �X s (n 9 = rr 7 z T I > 7 J n P i r J ��r! 0 M D Z 2 C 3 m M M C� C7 # l O M D In < z t Tc NSON V%W - U1tWILAL e 1k ,. j I +i ST+i_ C--t" 6A/i I-YI' P%AX 0OS' DETA& Y :AaRt" BAWL, , I - 7 ENS Ora VA44t T URN84A -JILL F j £YE BGl- " 'FNS <:)N W--qr --YP ' %'kl f ' kLl - 1 fiE U C14Ak4 I? PENCE tvPt 4; i SURVEYED. BCE DESIGNED: BJT 4/22/15 BJT RAG 3/30/15 BJT DRAWN: BJT 1/15/15 BJT CHECpKEEDD: aJ r BY DATE APPR APPROVED: BJT P% LL FKMT DETAIL I D) .tS:l t ±r ;I, `, .rrr• • ,s<�Ff�. I >,r IE C14AIN LINK "TIE STANDARD PLAN L- 30.10-02 AIPV1Q Vrr: FOR PUT% KlATKIM M+•tiwe.•trw Sias• E#rprrr wAwt aR T~60mt os" 4 i MA FIRM UNDISTURBED '�f SOIL TO BE VERIFIED GEOTECHNICAL ENGINEER i V COMPACTED SOIL - -, CRUSHED ROCK FILTER MATERIAL, BETWEEN 2 y AND 4 INCH SIZE WITH - , LESS THAN 2% FINIES r MIN GRAVEL BEDDING 4' MINDAUM DATER DRAIN PIPE SURROUNDED BY CLEAN WASHED 3114 • DRAIN � KEYWAY --� MI �-- POWT OF ( ) KEYWAY SHOULD BE SLOPED DOWN TOWARDS THE FACE BEING PROTECTED NOT TO SCALE ROCKERY NOTES 1 REFER TO CIVIL GRADING DRAWINGS FOR WALL ALIGNMENTS AND ELEVATIlONS, 2 ROCKERY CONSTRUCTION SHALL BE COMPLETED IN ACCORDANCE WITH THE ASSOCIATION OF R ROCKERY CONTRACTORS GUIDELMS. 3. ROCK USED MUST MEET THE REQUIREMENTS FOR ROCK tUALITY SPECIFIED IN SECTIONS 5- 13 -7(1) OF THE WSDOT STANDARDS SPECIFICATIONS (2008), 4 ALL CAP ROCKS MUST BE SECURE AND NOT ABLE TO BE DISLODGED BY HAND. Terra CUT ROCKERY DEAIL COPPERWOOD '• • _ Associates Inc. RENTON WASHINGTON Consuftents in C techn"I I En- .*onn�tl� and Soil nulls Prod. NO.T -6N5 Date FES 2015 FigL" 4 R -38 1 425 O•�Ff S S �L 1 Y • 1 i -� dw a� _ W E- z_ j Z o gN CL LLJ X z Z w > g z Q O N 00 Z Z CO 00 W w N I LLJ L0 In Z LLJ r N z N N J Co LJJ Q z v z W r S' g 8 1 CO SCALE: WRIZ.: N/A HORIZONTAL NAD D 9B3�1991 ., ROAD AND DRAINAGE NOTES AND DETAILS 10 08/2014 VERT.: N/A �• C1 TY 0 COPPERWOOD PACE: 00K- RENTON WADRANT PA: ONE INCH DATUM HOMES DRAYAW No: I AT FULL SCALE Planning /Building /Public Works Dept. IF NOT ONE INCH 14725 SE 36TH ST S UITE 200 • • SCALE ACCORDINGLY BELLEVIJE, WA 6 SHEET: OF 26 37 z == C =l r -� Z m or M >1 D T �X s (n 9 = rr 7 z T I > 7 J n P i r J ��r! 0 M D Z 2 C 3 m M M C� C7 # l O M D In < z P% LL FKMT DETAIL I D) .tS:l t ±r ;I, `, .rrr• • ,s<�Ff�. I >,r IE C14AIN LINK "TIE STANDARD PLAN L- 30.10-02 AIPV1Q Vrr: FOR PUT% KlATKIM M+•tiwe.•trw Sias• E#rprrr wAwt aR T~60mt os" 4 i MA FIRM UNDISTURBED '�f SOIL TO BE VERIFIED GEOTECHNICAL ENGINEER i V COMPACTED SOIL - -, CRUSHED ROCK FILTER MATERIAL, BETWEEN 2 y AND 4 INCH SIZE WITH - , LESS THAN 2% FINIES r MIN GRAVEL BEDDING 4' MINDAUM DATER DRAIN PIPE SURROUNDED BY CLEAN WASHED 3114 • DRAIN � KEYWAY --� MI �-- POWT OF ( ) KEYWAY SHOULD BE SLOPED DOWN TOWARDS THE FACE BEING PROTECTED NOT TO SCALE ROCKERY NOTES 1 REFER TO CIVIL GRADING DRAWINGS FOR WALL ALIGNMENTS AND ELEVATIlONS, 2 ROCKERY CONSTRUCTION SHALL BE COMPLETED IN ACCORDANCE WITH THE ASSOCIATION OF R ROCKERY CONTRACTORS GUIDELMS. 3. ROCK USED MUST MEET THE REQUIREMENTS FOR ROCK tUALITY SPECIFIED IN SECTIONS 5- 13 -7(1) OF THE WSDOT STANDARDS SPECIFICATIONS (2008), 4 ALL CAP ROCKS MUST BE SECURE AND NOT ABLE TO BE DISLODGED BY HAND. Terra CUT ROCKERY DEAIL COPPERWOOD '• • _ Associates Inc. RENTON WASHINGTON Consuftents in C techn"I I En- .*onn�tl� and Soil nulls Prod. NO.T -6N5 Date FES 2015 FigL" 4 R -38 1 425 O•�Ff S S �L 1 Y • 1 i -� dw a� _ W E- z_ j Z o gN CL LLJ X z Z w > g z Q O N 00 Z Z CO 00 W w N I LLJ L0 In Z LLJ r N z N N J Co LJJ Q z v z W r S' g 8 1 CO SCALE: WRIZ.: N/A HORIZONTAL NAD D 9B3�1991 ., ROAD AND DRAINAGE NOTES AND DETAILS 10 08/2014 VERT.: N/A �• C1 TY 0 COPPERWOOD PACE: 00K- RENTON WADRANT PA: ONE INCH DATUM HOMES DRAYAW No: I AT FULL SCALE Planning /Building /Public Works Dept. IF NOT ONE INCH 14725 SE 36TH ST S UITE 200 • • SCALE ACCORDINGLY BELLEVIJE, WA 6 SHEET: OF 26 37 z == C =l r -� Z m or M >1 D T �X s (n 9 = rr 7 z T I > 7 J n P i r J ��r! 0 M D Z 2 C 3 m M M C� C7 # l O M D In < z Q z v z W r S' g 8 1 CO SCALE: WRIZ.: N/A HORIZONTAL NAD D 9B3�1991 ., ROAD AND DRAINAGE NOTES AND DETAILS 10 08/2014 VERT.: N/A �• C1 TY 0 COPPERWOOD PACE: 00K- RENTON WADRANT PA: ONE INCH DATUM HOMES DRAYAW No: I AT FULL SCALE Planning /Building /Public Works Dept. IF NOT ONE INCH 14725 SE 36TH ST S UITE 200 • • SCALE ACCORDINGLY BELLEVIJE, WA 6 SHEET: OF 26 37 z == C =l r -� Z m or M >1 D T �X s (n 9 = rr 7 z T I > 7 J n P i r J ��r! 0 M D Z 2 C 3 m M M C� C7 # l O M D In < z D T �X s (n 9 = rr 7 z T I > 7 J n P i r J ��r! 0 M D Z 2 C 3 m M M C� C7 # l O M D In < z w 0 0 U W J Ll. 0 O O 3: L- w z C a. L L.L CL O CL O i i Q) x z 0 CD Y J < m ai 0 U C/•) 'a_ W CN Ln 0 CN � ^ 0- aj E 0 0 0 3 a . rn 00 co CP N Q) rn co co 0 0 0 w� Z -- J u-LZ TREE RETENTION PLAN FOR COPPERWOOD 50 1 9=509 PTN OF THE NW1 /4, OF THE SE11/4 OF SEC. 15 0 25 50 100 TWP. 23 N. RGE 5 EAST, W. M. WEEJ� I � -" CITY OF RENTON, KING COUNTY, STATE OF WASHINGTO ...... I ............................ I ...- --**.... ... \ .......... '--.- ......... _Q. .... _ - LP --- ___ ___ - _ -_.___ ___- __. - ___ __ -'�/ ....... .... ' �, -: ��m-_ .:.. � . I' ' . : - - , . . �__�® �4e_ __�___ ®- 4 . ,,� _; - -_ . , .. . I . . �. � . � - #- . N) '�� �- � - " 'ct O� _ �. - - ,---,----I---,-----,- O-- I �.I��� b mmw_. - .... ... _" _... _ . �_ , _ . ... _._ O , '�, Q �� - ��� - ._ _ _ _ ,e. _o_. ,. , ..a, - .__ _w_ p . -_ Vie. - rw _ _ _. _e -;Ww - ' -__ _ . O _ r -_� a _ _ • O Cam+ .• .. O -- -. - - - .. .. ...•..••••••.••1. - - .. ..... .... -. ..... - __._ •• m�._� __ -' •. ... - _ - - -- 0 . ^_. �.__ µ - - - - - - - - - _Q tb _ __ _ _- _.__r..- _ _, n 0 0 -- .._ _ 0 m_-_ - - -F- __w- - _- -. - -__ • ...... - - tea.__ ._ -- ' - - - - w cam.. _ _ ... .._. _ ._. _- ..___ �g _ _ _ ,I 1 I F • +• . ' : ! - 4_n_ : 27 I 28 I 391.50 1 3 ! : % .7 391.40 11I i v�o -w 86.. f = I 38fi.60 Si � �- : - 45 .0 r ACT F I BEARING PAD 5 we = I - I 386.6 SHARED ACCESS : ( _ , - : ' I I - AND UTILITIES __m_...e .- - _ .__ __- ___� -e_.�� - .... -- ___ • - . ELEVATION (TYP.) . -. • __..___ I 22 goo I nee _ + �6, . ._ -_____ - -__ ° ._ e_ • _- __- _ -___ -_ 1 70 � 14 � � I _ I I �_ b i � : ° 2 _� f. I � -c1c ' 91.20 I I �' - -- I- :391.10 I BEARING PAD I n :� . . . . . : � � .; . � � • b • • 386.fi0 • F ' • : • • . - --- - - - - -- -- I • � • •I I ' ,. ELEVATION (TYP 1 • i . . d . Mm._�v__- �� ww _ f�.� I • 1 15 - I -___ ; _ _ _ �- __ -_ - ___ _ _ TRACT A �: J • - • - • • ••• : + _ 1 ITIVE OPEN SPACE 1' - I l • �_ ' I 386.90 E i :`: } t I I I I I. 3 .I 21 ! 25 I � I . . . ... 1 390.50 390.40 - f I I I 387.10 t - -- °- I : : .`• : . -co ) ;; _ ..m • • II 1 o 387:70 .. ... \ 1. \. . -'. . . . � � �. - _ I 1 2 . 00 0 \� - _ ° �_ ; , - - -- - -w - - - - -- - 1 • �\ ' � 26 � -r ! � I I - A :• I E9 w .� ' # OF TREES REQUIRED TO BE RETAINED 33 � OF TREES TO 8E RETAINED 33 4 ' I 387., 0 ,\ z: • • • • � •'•. - PLEASE REFERENCE THE APPROVED TREE PROTECTION _ .- ° 24 31 : 1w 390.20 e t w - - - ___ : I ' TRACT E - F } 390.23• I Q v a \ �•'•. �' ` PLAN /REPORT PREPARED BY WASHINGTON FORESTRY NATIVE OPEN SPACE / � 387.40 U .. I ° / I 1 I � '•. �••. : '1 •• CONSULTANTS, INC. SEE SHEET 34 FOR DETAIL .. � I :��_ ��. � En = 1 1 i �� 42 :�•:: . --' 0. I � � _ t p _ _ --__ __._________ �� �F 0: � • i € .. I - 387.60 v I �'•. - :. i z 1 \ -. I � I ...' . . I ° I 389.50 `�' 23 1 3 - .•� . � ; 00 • •• :. : s . : =:i _ - - : 389.40, I I 38s- �\ .� .�•'•• 1 : � \..--. 00 I 387.40 ! \ 9 TREE NUMBER 1. . i \ I sit _ ___ _ __ -_ __- : . 20 00 ° I j 00 � L _ ' _ P I Y rt- I 387.30 ' \` OP : OF EX SLOPE .� TREE PROTECTION FENCE' a : I� v 37 b =1 t C , \ \ V �- . • 2 *N (D t__^ - 389.20 - -, + \` •' ` ALL TREES TO BE SAVED ARE RE UIRED TO HAVE A -FT Q VE 6 ��.- 39� . 389:20 I 387.30 387.70 `\ •'� TREE PROTECTION FENCE CHAIN LINK INSTALLED AROUND 3g `-` - - - - -- -- - - - - -- _- I ' 3s� : its \\ . . '•'. THE ROOT PROTECTION ZONE DETERMINED AND APPROVED .. . .. I I -- - • ! ! y.- I ggga -A r � � SHARED ACCESS • � ON \ AND UTILITIES �' • IN THE FIELD BY THE PROJECT ARBORIST. PLEASE >� . e : ,� + 41 gy 'I 387.10 \\ : REFERENCE THE APPROVED TREE PROTECTION a tY + II �. o 'J' + �: p••' I \ ` PLAN /REPORT PREPARED BY WASHINGTON FORESTRY / / 7 �g 21 II : � E - --- - - - - -- - _ I \ .• CONSULTANTS. INC. SEE SHEET 32 FOR DETAIL :� ° I i 388.�b F 388.40 EI '387.20 . .. . ../ - - - -- - - - .. �A � .. - -._-- - - - - - 43 - - - ' / / - 19 0 -- - - - - -- . -... ---- -..... _ Q - - �- - . ° ! off. V l :I o (D % . � �I . S : � . � . . f .. IN ' '�Y-4 0 � - - - - - - � . !'`� 388.20 20 : I 7 0 _ . . .• .- - 388.10 : ° i Q . i � I I 35 387.70 ��T -� _ _ \ \ I i `: •� t--- v - - - -- -- .... • �.. / �{ ? 387.40 // & - ` \ ` .� o. E ' �: I_ .... I / i ! / \\ - ` I -1 € -.. _.- �_ ` : 65 o I .I 1 + I ` \\ \ \ \ ` s - . i. 0 i 9 387.50 i .6 \ . \ \ \ ` � . .. . . . _ _ - BRACT D m . E a % ' { \, •\ - SHARD ACCESS 38.7.60 f 388.00 8 00 / 7 ° t {1 \� � \ '1\ � `\ -: • - - - - - - - 67 v %•.. I 1 � \ \ � \ N ... ` . 1 AND UTILITIES � op 5 .... o �. { 1 I I ` \� �`\ \ I- -. ` -.:� F 10.... q-- _ I \ \ \ - \ � . . ` 387:20 F -_�_ ... __._..___ - - 11.1 -- - _____.. _ _ 8 o I I 1 t° I \ `�\ \ \ \ �% A .... . .. . O i �.- _ - --- _ _ _-_ I I 1 \ \ .... [.*...' ".1 � . °' I' I I. 1 11 �. j 11 S BACCESS o I lj I T_ F= I! 1+ : j E \ ? : _ • : . -- o �__ - - - -� �_... -. -- I 3 ji' fir' 8 I i -__ -- �. / /// / - ' -c ' - * . g. I � ; II I 1 !' C;�- f`��;F. \J�- Qj g ° I I I I / / /`• / / : : ' • Z : j I v V - i . - . .. . - . -j � - cjA 0 - ... ; . . ' I I- � 11 / F .. . / - -'---- - --. Y . : ." . I . � - 4(* ' ' ! I - % � ' j I/ : : .. .. . .. . . I :.- :.. . .- . . . . . . � � * . 0� ... / - . .... I i � � 4 * . �-�v . . I / I / / :: � .. f - 1 // 11 I 12 13*'�L�;,, 14 t -•15 s 16 I *17 18. i --.:�. . ;, I .I _ / ,/ /: 71 388.60 388.10 - 387.50 3 7..30........ € 387.60 388.40 388.5 38 .50 . _ ' o I I I 7 °� �/ / / �/ / .: •�% ::: �: . 4� ..... , i I- I . ' � * ' J-6 �'. I . \ N ,- /// / . . : . , . . - - . i ' I 11 I *- - (OD I / / I . . ! r � . . i . : I *-%- . . i . . ... I . . . . . I . . . . . .. . ..-.. . . . � . . '.' ...'.* . . ....... .. I \ �` / % .. . . . � . . . . . . � * () - . . : - . :- -: -:�/- Q / ' i •w' - - _ : _ rp 1 ' -- -, _ • igav -- ° , I .- .. . , ,' • ; _ _- _ __� ._.. - : I J : . . BEARING PAD : - _ - ELEVATION (TYP.) 80 81 .. ;� - - _ TRACT .. I I . DETENTION / WATER QUALI POND AND OPEN SPACE :: i �- VERTICAL DATUM CITY OF RENTON, NAVD 88 BENCHMARK FOUND MONUMENT IN CASE CONC MONUMENT W /BRASS NAIL SET 0.65' BELOW GRADE CfiY OF RENTON CONTROL POINT N0. 478 EL= 391.016 (JUNE 2012) CITY OF RENTON DEPARTMENT OF PUBLIC WORKS APPROVED BY �� 4� ; � !' - �`- - DATE Y• 30 • "' S- APPROVED BY DATE APPROVED BY DATE APPROVED BY DATE I16 : 00 3 REVISED PER CITY REVIEW BJT 4/22/15 2 REVISED PER CITY REVIEW RAG 3/30/ 15 1 REVISED PER CITY REVIEW BJT 1/15/15 NO. REVISION BY DATE SURVEYED: BCE DESIGNED: BJT BJT BJT DRAWN: RAG BJT CHECKED: BJT APPR APPROVED - BJT SCALE: HORIZ.: 1' =50' VERT.: N/A I ONE INCH I I AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY VERTICAL: NAVE) 1988 HORIZONTAL: NAD 1983/1991 DATU M R -38 1 416 s: � CITY O F TREE R ETENTION PLAN =�7� RENTON COPPERWOOD OUADRANT HOMES Planning/Building/Public Works Dept. 'y725 SE 36TH ST. SUITE 200 - - BELLEVUE, WA 98006 �"-"�'*- " ---,\ - I I , - . I , -.1-11, ri�- I,'-- 41�-' � 4'� A - I " 1 E � -.0 2 v 'rk- 1 \ \ NA L N 41 = I16 : 00 F- -. z_ Z :D Z t= Z cr O 9 "� g N W -z m a. = Z X Q 0 Z Z W Li N g Z Q CD N CN C*4 00 Zcr m CND 0 �2 N �Qvv I I ww Z Ln Ln a 2 In#-� 01--% W N 00 Z N � N -� Y � U N io /oa /zo�a PACE: onAW+4c NO: NNNNAA • I16 : Y J -. z_ - =* Z t= C - -9 9 "� W -z m - =� • ^ - - Z z r- 0 n D Z Z C m m f-� = I 11 r. N ::E O' O-N ' N144 omlk 4�kh 0�0 _r D ;! I - � W Q z U W O Of 0- :Z z z v n D Z G1 Z C m N J � u w X CrJ d 0 w 00 Z O C.� Z_ Y J Q m _6 0 U a N d d Ln O N d 3 cv a- 00 cD C" C Q) C C / d 00 C.0 / O O O CD w / Z 0_ w L- L.L- L .Z T :z m z � W Q z U W O Of 0- :Z z z v n D Z G1 Z C m N J � u w X CrJ d 0 w 00 Z O C.� Z_ Y J Q m _6 0 U a N d d Ln O N d 3 cv a- 00 cD C" C Q) C C / d 00 C.0 / O O O CD w / Z 0_ w L- L.L- w 0 0 U W J LL 0 0 0 w < LLJ z w CL 0 Of U i i Q) x z 0 z Y Q m 6 0 U Ln 6v 0 CV CN E 0^ M 3 cu I qw 00 00 c0 V) 0 0 0 W� zCL W ty _J u -v_�_ v EX GUARDRAIL TO BE REMOVED GARAGE TO BE DEMOLISHED UNDER SEPARATE PERMIT. INSTALL NGPE FENCE AS SHOWN PER DETAIL SHEET 36. CLEARING LIMITS ALONG NGPE FENCE. PROTECT TREES (TYP.) SEE SHEETS 33 AND 34 FOR FURTHER DETAIL. HOME, GARAGE AND SHEDS TO BE DEMOLISHED UNDER SEPARATE PERMIT. PROPOSED SILT FENCE PROPOSED ORANGE SAFETY FENCE I PROPOSED CLEARING UMtTS �J � PROPOSED TEMPORARY SURVEYED: BCE SCALE: HORIZ.: 1' =50' VERT.: N/A DITCHES W/ CHECK DAMS' =s PROPOSED TEMPORARY z STORM PIPE ° VEFMAL DATUM PROPOSED CONSTRUCTION BJT 4/22/15 BJT 2 ENTRANCE RAG 3/30/15 CITY OF RENTON, NAVD 88 PROPOSED CONTOURS - -- 330 - - -- BENCHMARK PROPOSED KEYSTONE WALL FOUND MONUMENT IN CASE BJT CONC MONUMENT W /BRASS NAIL EXISTING TREE TO REMAIN � SET 0.65' BELOW GRADE EXISTING MAJOR CONTOUR' • • • •330• • • • • • CITY OF RENTON CONTROL POINT N0. 478 EL= 391.016 EXISTING MINOR CONTOUR 332 (JUNE 2012) INSTALL TEMPORARY CATCH BASIN PROTECTION PER DETAIL ON SHEET 36. I I .V I VV I 1 1 � V.1 1 1 .' SEE SHEET 33 AND 34 FOR FURTHER DETAIL. CITY OF RENTON DEPARTMENT OF PUBLIC WORKS APPROVED BY APPROVED BY APPROVED BY _ APPROVED BY 4e DATE 00.Z' DATE DATE DATE - T.E.S.C, PLAN FOR COPPERWOOD PTN OF THE NW1 /4, OF THE SE1 /4 OF SEC. 15 TWP. 23 N., RGE 5 EAST, W. M. CITY OF RENTON, KING COUNTY, STATE OF WASHINGTON a MV 1 C: ALL EX ONSITE UTILITIES, STORM, WATER AND SEWER TO BE REMOVED UNLESS OTHERWISE NOTED. BE MAINTAINED FOR THE BERGQUIST PROPERTY THROUGH CONSTRUCTION. CONTRACTOR IS TO PROVIDE A SCHEDULE AND NARRATIVE AS TO HOW UTILITIES WILL � BE MAINTAINED PRIOR TO PRECON � MEETING. PLAN SHALL BE PROVIDED TO THE CITY AT PRECON. EROSION CONTROL NOTES 1. THESE NOTES SHALL APPEAR FOR ALL PROJECTS - SITE IMPROVEMENTS, SURFACE WATER UTILITY, WASTEWATER UTILITY, WATER UTILITY, AND TRANSPORTATION PLANS: = 2. BEFORE ANY CONSTRUCTION OR DEVELOPMENT ACTIVITY OCCURS, APRE - CONSTRUCTION MEETING DUST BE HELD WITH THE CITY OF RENTON, PUBLIC WORKS DESIGN ENGINEER. 3. THE BOUNDARIES OF THE CLEARING LIMITS AND AREAS OF VEGETATION PRESERVATION AS PRESCRIBED ON THE 11ME FRAME OF CONSTRUCTION CONSTRUCTION (SINS ACCORDANCE WITH APE APPENDIX D SURVEY TH�SURFACENWATERN DESIGN MANUAL RAND NO CLEARING AND MASS GRADING WILL TAKE PLACE BETWEEN OCTOBER 1ST AND MARCH 31ST. C�'�1 A I KinT=- NO SITE DRAINAGE SHALL RUNOFF ONTO ADJACENT PROPERTIES. SILT FENCE REQUIRED ON ALL DOWNSLOPES. OBSERVED DURING CONSTRUCTION. DURING THE CONSTRUCTION PERIOD, NO DISTURBANCE BEYOND THE CLEARING LIMITS SHALL BE PERMITTED. THE CLEARING LIMITS SHALL BE MAINTAINED BY THE APPLICANT /ESC SUPERVISOR FOR THE DURATION OF CONSTRUCTION. 4. STABILIZED CONSTRUCTION ENTRANCES SHALL BE INSTALLED AT THE BEGINNING OF CONSTRUCTION AND MAINTAINED FOR THE DURATION OF THE PROJECT. ADDITIONAL MEASURES, SUCH AS CONSTRUCTED WHEEL WASH SYSTEMS OR WASH PADS, MAY BE REQUIRED TO ENSURE THAT ALL PAVED AREAS ARE KEPT CLEAN AND TRACK OUT TO ROAD RIGHT OF WAY DOES NOT OCCUR FOR THE DURATION OF THE PROJECT. 5. ALL REQUIRED SEDIMENTATION /EROSION CONTROL FACILITIES MUST BE CONSTRUCTED AND IN OPERATION PRIOR TO LAND CLEARING AND /OR CONSTRUCTION TO PREVENT TRANSPORTATION OF EX OH. POWER WEST OF POLE SEDIMENT TO SURFACE WATER, DRAINAGE SYSTEMS AND ADJACENT PROPERTIES. ALL EROSION AND SEDIMENT FACILITIES SHALL BE MAINTAINED IN A SATISFACTORY CONDITION UNTIL SUCH TIME THAT �---TO "BE REPLACED UNDERGROUND. CLEARING AND /OR CONSTRUCTION IS COMPLETE AND POTENTIAL FOR ON -SITE EROSION HAS PASSED. THE IMPLEMENTATION, MAINTENANCE, REPLACEMENT AND ADDITIONS TO EROSION /SEDIMENTATION CONTROL SYSTEMS SHALL BE THE RESPONSIBILITY OF THE PERMTTEE. ww_s_ - -- - ..� ._ v . d 6. THE EROSION AND SEDIMENTATION CONTROL SYSTEMS DEPICTED ON THIS DRAWING ARE INTENDED TO ' - BE MINIMUM REQUIREMENTS TO MEET ANTICIPATED SITE CONDITIONS. AS CONSTRUCTK) N PROGRESSES - - - -- - -- r - AND UNEXPECTED OR SEASONAL CONDITIONS DICTATE, THE PERMTTEE SHALL ANTICIPATE THAT MORE EROSION AND SEDIMENTATION CONTROL FACILITIES WILL BE NECESSARY TO ENSURE COMPLETE Pow D( o[4) �° SILTATION CONTROL ON THE PROPOSED SITE. DURING THE COURSE OF CONSTRUCTION, IT SHALL BE THE OBLIGATIO REP ITV lm\\l®\:Al N AND S ONSIBII- OF THE PERMTTEE TO ADDRESS ANY NEW CONDITIONS THAT MAY 3. BE CREATED BY THE ACTIVITIES AND TO PROVIDE ADDITIONAL FACILITIES, OVER AND ABOVE MINIMUM r k REQUIREMENTS, AS MAY BE NEEDED, TO PROTECT ADJACENT PROPERTIES AND WATER QUALITY OF THE z RECEIVING DRAINAGE SYSTEM. 7. APPROVAL OF THIS PLAN IS FOR EROSION /SEDIMENTATION CONTROL ONLY. IT DOES NOT CONSTITUTE E AN APPROVAL OF STORM DRAINAGE DESIGN, SIZE NOR LOCATION OF PIPES, RESTRICTORS, CHANNELS, OR RETENTION FACILITIES. 8. ANY AREAS OF EXPOSED SOILS, INCLUDING ROADWAY EMBANKMENTS, THAT WILL NOT BE DISTURBED FOR TWO DAYS DURING THE WET SEASON (OCTOBER 1 ST THROUGH MARCH 30TH) OR SEVEN DAYS DURING THE DRY SEASON (APRIL 1ST THROUGH SEPTEMBER 30) SHALL BE IMMEDIATELY STABILIZED I WITH THE APPROVED ESC COVER METHODS (E.G., SEEDING, MULCHING, PLASTIC COVERING, ETC.). 9. WET SEASON SEASONAL EROSION AND SEDIMENT CONTROL REQUIREMENTS APPLY TO ALL CONSTRUCTION SITES CLEARING BETWEEN OCTOBER 1 AND MARCH 30 INCLUI UNLESS OTHERWISE APPROVED BY THE CITY THROUGH AN ADJUSTMENT PROCESS. 10. COVER MEASURES WILL BE APPLIED IN CONFORMANCE WITH APPENDIX D OF THE SURFACE WATER DESIGN MANUAL. 11. ANY AREA NEEDING ESC MEASURES, NOT REQUIRING IMMEDIATE ATTENTION, SWILL BE ADDRESSED WITHIN SEVEN (7) DAYS. I 12. THE ESC FACILITIES ON INACTIVE SITES SHALL BE INSPECTED AND MAINTAINED A MINIMUM OF ONCE A MONTH OR WITHIN 24 HOURS FOLLOWING A STORM EVENT. 13. AT NO TIME SHALL MORE THAN ONE (1) FOOT OF SEDIMENT BE ALLOWED TO ACCUMULATE WITHIN A CATCH BASIN. ALL CATCH BASINS AND CONVEYANCE LINES SHALL BE CLEANED PRIOR TO PAVING. THE CLEANING OPERATION SHALL NOT FLUSH SEDIMENT -LADEN WATER INTO THE DOWNSTREAM SYSTEM. 39d' 14. DURING THE TIME PERIOD OF OCTOBER 1ST THROUGH MARCH 30TH, ALL PROJECT DISTRIBUTED SOIL AREAS GREATER, THAT ARE TO BE LEFT UN- WORKED FOR MORE THAN 12 HOURS, SHALL BE COVERED BY MULCH, SODDING OR PLASTIC COVERING. 15. ANY PERMANENT RETENTION /DETENTION FACILITY USED AS A TEMPORARY SETTLING BASIN SHALL BE MODIFIED WITH THE NECESSARY EROSION CONTROL MEASURES AND SHALL ODE ADEQUATE STORAGE CAPACITY. IF THE PERMANENT FACILITY IS TO FUNCTION ULTIMATELY AS AN INFILTRATION CONTRACTOR TO MINIMIZE SYSTEM, THE TEMPORARY FACILITY MUST BE ROUGH GRADED SO THAT THE BOTTOM AND SIDES ARE AT DISTURBANCE REQUIRED TO LEAST THREE FEET ABOVE THE FINAL GRADE OF THE PERMANENT FACILITY. INSTALL PERMANENT OUTFALL. 16. PRIOR TO THE BEGINNING OF THE WET SEASON (OCT. 1), ALL DISTURBED AREAS SHALL BE REVIEWED SEE DETAILS SHEETS 14, 15 & TO IDENTIFY WHICH ONES CAN BE SEEDED IN PREPARATION FOR THE WINTER RAINS. DISTURBED 16. I. AREAS SHALL BE SEEDED WITHIN ONE WEEK OF THE BEGINNING OF THE WET SEASON. A SKETCH 414 MAP OF THOSE AREAS TO BE SEEDED AND THOSE AREAS TO REMAIN UNCOVERED SHALL BE SUBMITTED TO THE CITY OF RENTON FOR REVIEW. CONSTRUCTON SEQUENCE 1. PRE - CONSTRUCTION MEETING. 2. POST SIGN WITH NAME AND PHONE NUMBER OF ESC SUPERVISOR (MAY k ., BE CONSOLIDATED WITH THE REQUIRED NOTICE OF CONSTRUCTION Q + SIGN). 3. FLAG OR FENCE CLEARING LIMITS. INSTALL TREE PROTECTION. 4. INSTALL CATCH BASIN PROTECTION IF REQUIRED. DNTROL L� �' :• 5. GRADE AND INSTALL CONSTRUCTION ENTRANCE(S). \ T ��. IONA 6. INSTALL PERIMETER PROTECTION (SILT FENCE, BRUSH BARRIER, ETC.). y V • 7. CONSTRUCT SEDIMENT PONDS AND TRAPS. 8. GRADE AND STABILIZE CONSTRUCTION ROADS. - w • j z v Ix 9. CONSTRUCT SURFACE WATER CONTROLS INTERCEPTOR DIKES PIP Z (INTERCEPTOR 0 Z� T. . ':. I SLOPE DRAINS ETC. SIMULTANEOUSLY WITH CLEARING AND GRADING RAD G V) � FOR PROJECT DEVELOPMENT. I w x 10. MAINTAIN EROSION CONTROL MEASURES IN ACCORDANCE WITH Z Q Z w APPENDIX F w w g D 0 THE SURFACE WATER DESIGN MANUAL AND cv MANUFACTURER'S RECOMMENDATIONS. Z Q O N N o N 00 Z �• 00 N f� 11. RELOCATE EROSION CONTROL MEASURES OR INSTALL NEW MEASURES Z w Z , w SO THAT AS SITE CONDITIONS CHANGE THE EROSION AND SEDIMENT N Q z - CONTROL IS ALWAYS IN ACCORDANCE WITH THE CITY'S EROSION AND z SEDIMENT CONTROL STANDARDS. u7 „ ^ ^ w Ln L0 r 12. N Z N N J COVER ALL AREAS THAT WILL BE UNWORKED FOR MORE THAN SEVEN � 4 a0 w > DAYS DURING THE DRY SEASON OR TWO DAYS DURING THE WET SEASON WITH STRAW, WOOD FIBER MULCH, COMPOST, PLASTIC •/��0 `, {1 SHEETING OR EQUIVALENT. x 13 CONSTRUCT PERMANENT STORM DRAINAGE FACILITY SEE SHEETS t... 14 & 15. (TO BE f �' CONSTRUCTED AND USED FOR TEMPORARY SEDIMENT POND.) FENCE REQUIRED AROUND POND DURING CONSTRUCTION. VERTICAL: NAVD 88 } =- CITY OF HORIZONTAL: NAD 1988 3/1991 �� RENTON DATU M Planning /Building /Public Works Dept. .STABILIZE ALL AREAS THAT REACH FINAL GRADE WITHIN SEVEN DAYS. 14. SEED OR SOD ANY AREAS TO REMAIN UNWORKED FOR MORE THAN 30 DAYS. 15. UPON COMPLETION OF THE PROJECT, ALL DISTURBED AREAS MUST BE STABILIZED AND BMPS REMOVED IF APPROPRIATE. NOTE: ADDITIONAL EROSION CONTROL MEASURES MAY BE REQUIRED AS DEEMED NECESSARY BY THE CITY OF RENTON INSPECTOR. T.E.S.C. PLAN COPPERWOOD OUADRANT HOMES- Jyv 4 Lu Q _ " r bpi 0 coN 10/08/2014 FiELDSOM: PACE: DRAwNI NO- 14725 se 36TH sr. SUITE zoo BELLEVUE, WA 98006 „E^W � 37 . O Z SURVEYED: BCE SCALE: HORIZ.: 1' =50' VERT.: N/A =s . � z DESIGNED: BJT 3 REVISED PER CITY REVIEW BJT 4/22/15 BJT 2 REVISED PER CITY REVIEW RAG 3/30/15 BJT DRAWN: RAG ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY 1 REVISED PER CITY REVIEW BJT 1/15/15 BJT CHECKED: aff NO. REVISION BY DATE AP P R APPROVED: BJT N AND S ONSIBII- OF THE PERMTTEE TO ADDRESS ANY NEW CONDITIONS THAT MAY 3. BE CREATED BY THE ACTIVITIES AND TO PROVIDE ADDITIONAL FACILITIES, OVER AND ABOVE MINIMUM r k REQUIREMENTS, AS MAY BE NEEDED, TO PROTECT ADJACENT PROPERTIES AND WATER QUALITY OF THE z RECEIVING DRAINAGE SYSTEM. 7. APPROVAL OF THIS PLAN IS FOR EROSION /SEDIMENTATION CONTROL ONLY. IT DOES NOT CONSTITUTE E AN APPROVAL OF STORM DRAINAGE DESIGN, SIZE NOR LOCATION OF PIPES, RESTRICTORS, CHANNELS, OR RETENTION FACILITIES. 8. ANY AREAS OF EXPOSED SOILS, INCLUDING ROADWAY EMBANKMENTS, THAT WILL NOT BE DISTURBED FOR TWO DAYS DURING THE WET SEASON (OCTOBER 1 ST THROUGH MARCH 30TH) OR SEVEN DAYS DURING THE DRY SEASON (APRIL 1ST THROUGH SEPTEMBER 30) SHALL BE IMMEDIATELY STABILIZED I WITH THE APPROVED ESC COVER METHODS (E.G., SEEDING, MULCHING, PLASTIC COVERING, ETC.). 9. WET SEASON SEASONAL EROSION AND SEDIMENT CONTROL REQUIREMENTS APPLY TO ALL CONSTRUCTION SITES CLEARING BETWEEN OCTOBER 1 AND MARCH 30 INCLUI UNLESS OTHERWISE APPROVED BY THE CITY THROUGH AN ADJUSTMENT PROCESS. 10. COVER MEASURES WILL BE APPLIED IN CONFORMANCE WITH APPENDIX D OF THE SURFACE WATER DESIGN MANUAL. 11. ANY AREA NEEDING ESC MEASURES, NOT REQUIRING IMMEDIATE ATTENTION, SWILL BE ADDRESSED WITHIN SEVEN (7) DAYS. I 12. THE ESC FACILITIES ON INACTIVE SITES SHALL BE INSPECTED AND MAINTAINED A MINIMUM OF ONCE A MONTH OR WITHIN 24 HOURS FOLLOWING A STORM EVENT. 13. AT NO TIME SHALL MORE THAN ONE (1) FOOT OF SEDIMENT BE ALLOWED TO ACCUMULATE WITHIN A CATCH BASIN. ALL CATCH BASINS AND CONVEYANCE LINES SHALL BE CLEANED PRIOR TO PAVING. THE CLEANING OPERATION SHALL NOT FLUSH SEDIMENT -LADEN WATER INTO THE DOWNSTREAM SYSTEM. 39d' 14. DURING THE TIME PERIOD OF OCTOBER 1ST THROUGH MARCH 30TH, ALL PROJECT DISTRIBUTED SOIL AREAS GREATER, THAT ARE TO BE LEFT UN- WORKED FOR MORE THAN 12 HOURS, SHALL BE COVERED BY MULCH, SODDING OR PLASTIC COVERING. 15. ANY PERMANENT RETENTION /DETENTION FACILITY USED AS A TEMPORARY SETTLING BASIN SHALL BE MODIFIED WITH THE NECESSARY EROSION CONTROL MEASURES AND SHALL ODE ADEQUATE STORAGE CAPACITY. IF THE PERMANENT FACILITY IS TO FUNCTION ULTIMATELY AS AN INFILTRATION CONTRACTOR TO MINIMIZE SYSTEM, THE TEMPORARY FACILITY MUST BE ROUGH GRADED SO THAT THE BOTTOM AND SIDES ARE AT DISTURBANCE REQUIRED TO LEAST THREE FEET ABOVE THE FINAL GRADE OF THE PERMANENT FACILITY. INSTALL PERMANENT OUTFALL. 16. PRIOR TO THE BEGINNING OF THE WET SEASON (OCT. 1), ALL DISTURBED AREAS SHALL BE REVIEWED SEE DETAILS SHEETS 14, 15 & TO IDENTIFY WHICH ONES CAN BE SEEDED IN PREPARATION FOR THE WINTER RAINS. DISTURBED 16. I. AREAS SHALL BE SEEDED WITHIN ONE WEEK OF THE BEGINNING OF THE WET SEASON. A SKETCH 414 MAP OF THOSE AREAS TO BE SEEDED AND THOSE AREAS TO REMAIN UNCOVERED SHALL BE SUBMITTED TO THE CITY OF RENTON FOR REVIEW. CONSTRUCTON SEQUENCE 1. PRE - CONSTRUCTION MEETING. 2. POST SIGN WITH NAME AND PHONE NUMBER OF ESC SUPERVISOR (MAY k ., BE CONSOLIDATED WITH THE REQUIRED NOTICE OF CONSTRUCTION Q + SIGN). 3. FLAG OR FENCE CLEARING LIMITS. INSTALL TREE PROTECTION. 4. INSTALL CATCH BASIN PROTECTION IF REQUIRED. DNTROL L� �' :• 5. GRADE AND INSTALL CONSTRUCTION ENTRANCE(S). \ T ��. IONA 6. INSTALL PERIMETER PROTECTION (SILT FENCE, BRUSH BARRIER, ETC.). y V • 7. CONSTRUCT SEDIMENT PONDS AND TRAPS. 8. GRADE AND STABILIZE CONSTRUCTION ROADS. - w • j z v Ix 9. CONSTRUCT SURFACE WATER CONTROLS INTERCEPTOR DIKES PIP Z (INTERCEPTOR 0 Z� T. . ':. I SLOPE DRAINS ETC. SIMULTANEOUSLY WITH CLEARING AND GRADING RAD G V) � FOR PROJECT DEVELOPMENT. I w x 10. MAINTAIN EROSION CONTROL MEASURES IN ACCORDANCE WITH Z Q Z w APPENDIX F w w g D 0 THE SURFACE WATER DESIGN MANUAL AND cv MANUFACTURER'S RECOMMENDATIONS. Z Q O N N o N 00 Z �• 00 N f� 11. RELOCATE EROSION CONTROL MEASURES OR INSTALL NEW MEASURES Z w Z , w SO THAT AS SITE CONDITIONS CHANGE THE EROSION AND SEDIMENT N Q z - CONTROL IS ALWAYS IN ACCORDANCE WITH THE CITY'S EROSION AND z SEDIMENT CONTROL STANDARDS. u7 „ ^ ^ w Ln L0 r 12. N Z N N J COVER ALL AREAS THAT WILL BE UNWORKED FOR MORE THAN SEVEN � 4 a0 w > DAYS DURING THE DRY SEASON OR TWO DAYS DURING THE WET SEASON WITH STRAW, WOOD FIBER MULCH, COMPOST, PLASTIC •/��0 `, {1 SHEETING OR EQUIVALENT. x 13 CONSTRUCT PERMANENT STORM DRAINAGE FACILITY SEE SHEETS t... 14 & 15. (TO BE f �' CONSTRUCTED AND USED FOR TEMPORARY SEDIMENT POND.) FENCE REQUIRED AROUND POND DURING CONSTRUCTION. VERTICAL: NAVD 88 } =- CITY OF HORIZONTAL: NAD 1988 3/1991 �� RENTON DATU M Planning /Building /Public Works Dept. .STABILIZE ALL AREAS THAT REACH FINAL GRADE WITHIN SEVEN DAYS. 14. SEED OR SOD ANY AREAS TO REMAIN UNWORKED FOR MORE THAN 30 DAYS. 15. UPON COMPLETION OF THE PROJECT, ALL DISTURBED AREAS MUST BE STABILIZED AND BMPS REMOVED IF APPROPRIATE. NOTE: ADDITIONAL EROSION CONTROL MEASURES MAY BE REQUIRED AS DEEMED NECESSARY BY THE CITY OF RENTON INSPECTOR. T.E.S.C. PLAN COPPERWOOD OUADRANT HOMES- Jyv 4 Lu Q _ " r bpi 0 coN 10/08/2014 FiELDSOM: PACE: DRAwNI NO- 14725 se 36TH sr. SUITE zoo BELLEVUE, WA 98006 „E^W � 37 . O Z I") z =s . � z C m z > I z z I 0 D Z Z C 3 m m III W� v r Ir. N x� O f�1CWWWWf_l�■ O 1 =s . � 7 f�1CWWWWf_l�■ CITY OF RENTON AND SEDLAENT CONTROL NOTES w 1. CLEARING LIMITS: 0 A. PRIOR TO ANY SITE CLEARING OR GRADING, AREAS TO REMAIN O UNDISTURBED DURING PROJECT CONSTRUCTION SWILL BE DELINEATED. AT A MINIMUM, CLEARING LIMIT DELINEATION U FLAGGING SHALL BE PROVIDED AT THE EDGES OF ALL w SENSITIVE AREA BUFFERS. 2. KEEP THE GROUND COVERED: U. A. MINIMIZE THE AMOUNT OF EXISTING VEGETATION THAT YOU FAUST DISTURB FOR CONSTRUCTION. KEEP OFF SENSITIVE AREAS AND THEIR BUFFERS. B. ALL DISTURBED ARM SHALL BE COVERED AND /OR MULCHED WITHIN 12 HOURS, IF THEY ARE TO REMAIN L#MRKED FOR Q MORE THAN 7 DAYS FROM MAY 1ST TO SEPTEMBER 30TH. DURING THE MONTHS OF OCTOBER 1ST THROUGH APRIL 30TH, O DISTURBED AREAS MUST BE COVERED OR MULCHED IF LEFT O UNWORKED WITHIN 2 DAYS C. ACCEPTED MULCH MATERIAL INCLUDES STRAW, WOOD FIBER AND CELLULOSE. .J D. AREAS NOT BEING WORKED FOR 30 DAYS OR MORE SWILL BE w VEGETATED, UNLESS THE CITY DETERMINES THAT WINTER WEATHER MAKES VEGETATION ESTABLISHMENT INFEASIBLE. IF THIS IS THE CASE. IT MUST STILL BE MORE PERMANENTLY STABILZED, USING METHODS SUCH AS BONDED FIBER MATRIX 0 OR OTHER MORE STABLE BMP'S. U E. SLOPES AND STOCKPILES 3H:1 V OR STEEPER AND MORE THAN 10 FEET OF VERTICAL RELIEF SHALL BE COVERED IF THEY ARE UNWORKED FOR MORE THAN 12 HOURS. F. ALL AREAS NOT BEING WORKED PRIOR TO OCTOBER 1, AND ARE BEING SEEDED, SHALL BE SEEDED BY SEPTEMBER 23. MULCHING IS REQUIRED TO PROTECT ALL SEEDED AREAS UNTIL AN ADEQUATE GROWTH IS ESTABLISHED. G. AREAS THAT ARE BEING HYDRO SEEDED SHALL HAVE A TACKIFlER MIXED INTO THE HYDRO SEED TO HELP STABILIZE MIXTURE ONTO THE SOIL H. ENOUGH COVER MATERIAL TO SUFFICIENTLY PROTECT ALL DISTURBED AREAS SHALL BE STOCKPILED ON THE SITE AT THE BEGINNING OF THE WET SEASON. 3. DUST CONTROL' A. DUST IS TO BE CONTROLLED ON THE CONSTRUCTION SITE. B. WATER TRUCK WILL BE USED TO CONTROL DUST ON DIRT /GRADED AREAS ONLY. C. NO SITE RUN OFF IS TO BE GENERATED BY OVER USE OF WATERING. D. CONTROLLING DUST ON PAVED ROADWAYS WILL BE DONE BY THE USE OF A SWEEPER WITH WATER -JET SPRAYERS. NO RUN OFF FROM SPRAYERS SHALL REACH THE CATCH BASINS. 'r i i cu X z 0 c� z_ Y J Q H- m a; 0 U V) CV In 0 (V a� Q) 0 0 c" 3 a cu 00 On c cu W c On c a� Co �o 0 0 0 i a- W 0 =?:= L� Li - DEC (CONTIND) a°� SEDIMENT corv,RoL NOTES TE,S.C. NOTES AND DETAILS 4. PERIMETER PROTECTION: FOR A PERIMETER PROTECTION TO FILTER SEDIMENT FOR SHEEiWASH COPPER WOOD SHALL BE LOCATED DOWNSLOPE OF ALL DISTURBED AREAS AND PROPERLY INSTALLED PRIOR TO UPSLOPE GRADING. B. 50 LINEAR FEET OF SILT FENCE PER ACRE AND THE NECESSARY PTN OF THE NW1 /4, OF THE SE11/4 OF SEC. 15 STAKES TO HOLD THE FENCE IN PLACE SHALL BE STORED ON SITE. TWP. 23 N., RGE 5 EAST, W. M. 5. TRAFFIC AREA STABILIZATION: v r.'TO..,^rc A^^ccc o^.^c ..,^ n.�V,.,n CITY OF RENTON, KING COUNTY, STATE OF WASHINGTON A. UNSURFACED DRIVEWAY ENTRANCES, ACCESS ROADS AND PARKING 10 w XV AV* a - FOR OTHER =ABRK$ AREAS USED BY CONSTRUCTION TRAFFIC WILL BE STABILIZED (COMIMED) 40S LASTM D47511 TO MINIMIZE EROSION AND PREVENT TRACKING MUD. • '--I WN C T $TR FAQ{ GRA6'E *$U UDWAMM ASTM D4A31 EROSION AND SEDWNT CONTROL NOTES B. STABILIZED CONSTRUCTION ENTRANCES WILL BE INSTALLED AS DIRAG BJT THE FIRST STEP OF CLEARING AND GRADING. BJT C. CONSTRUCTION ENTRANCES WILL BE SET UP SO THAT ALL 7. SURFACE WATER CONTROL: APPR TRAFFIC LEAVING A JOB SITE IS REQUIRED TO TRAVEL THE NOT CONTAIN GROWTH p Z Z ENTIRE LENGTH OF ENTRANCE. A. SURFACE WATER CONTROLS ARE REQUIRED UNLESS NO OFF -SITE REDTOP OR COLONIAL BENTGRASS DISCHARGE IS ANTICIPATED FOR THE SPECIFIED DESIGN FLOW. D. ROADS AND PARKING AREAS WILL BE STABILIZED IMMEDIATELY N N AFTER THE INITIAL GRADING. 8. SENSITIVE AREA RESTRICTIONS: E. CONSTRUCTION ENTRANCES WILL BE STABILIZED WHEREVER A. PHASING AND MORE CONSERVATIVE BEST MANAGEMENT PRACTICES Z TRAFFIC WILL BE LEAVING A CONSTRUCTION SITE AND (BMP'S) MUST BE EVALUATED FOR CONSTRUCTION ACTMTIES cn TRAVELING ON PAVED ROADS OR OTHER PAVED AREAS WITHIN NEAR SURFACE WATERS.. 10 1,000 FEET OF THE SITE. 90 I r-- IDES 9. MAINTENANCE REQUIREMENTS: F. ANY SEDIMENT THAT IS TRACKED ONTO PAVEMENT WILL BE ABOVE WWI. REMOVED IMMEDIATELY BY SWEEPING. THE SEDIMENT A. LARGE PROJECTS WITHIN IN SENSITIVE AREAS MAY BE (omP) ALTERNATIVES COLLECTED BY SWEEPING SHALL BE REMOVED OR STABILIZED REQUIRED BY THE CITY TO HAVE A DESIGNATED ESC ,��,nor� /aoc aF ON -SITE. SUPERVISOR WHO WILL BE RESPONSIBLE FOR ESC REVIEW, N GRAVEL, SLAG, OR CRUSHED STONE MAINTENANCE AND COMPLIANCE. G. IF NON - VACTOR TYPE SWEEPERS ARE USED, THE DEPOSITION OF 9 CU YDS 3 INCHES THESE SWEEPERS MUST BE REMOVED FROM SIDEWALKS AND B. ESC WILL BE INSPECTED A MINIMUM OF ONCE A WEEK DURING HAY OR STRAW GUTTERS. THE SEDIMENT COLLECTED BY SWEEPING SHALL BE THE WET SEASON AND WITHIN 24 HOURS OF SIGNIFICANT OR REMOVED OR STABILIZED ON -SITE. STORMS (.5 INCHES /24 HOUR, OR WHERE RUN -OFF IS USE WHERE THE MULCHING EFFECT IS TO BE MAINTAINED FOR LESS THAN 3 MONTHS. ANCHOR BY CRIMPING, COVERING WITH NETTING SPRAYING WITH TACKIFlER AND /OR KEPT MOIST. GENERATED). H. THE PAVEMENT SHALL NOT BE CLEANED BY WASHING STREETS. fi. SEDIMENT RETENTION: C. THE ESC SUPERVISOR MUST BE AVAILABLE, 24 HOURS, FOR RAPID RESPONSE TO ESC PROBLEMS AND EMERGENCIES. A. SEDIMENT RETENTION IS REQUIRED UNLESS NO OFF -SITE D. A 24 -HOUR PHONE NUMBER FOR THE ESC SUPERVISOR WILL BE DISCHARGE IS ANTICIPATED FOR THE SPECIFIED DESIGN FLOW. POSTED IN A CLEARLY VISIBLE LOCATION ON THE PROJECT B. SEDIMENT RETENTION FACILITIES WILL BE INSTALLED BEFORE SITE. GRADING. 10. FINAL STABILIZATION: PRIOR TO FINAL CONSTRUCTION APPROVAL, C. IF SEDIMENT RETENTION FACILITIES NEED TO BE REMOVED THE FOLLOWING CONDITIONS MUST BE MET: FOR GRADING, ADDITIONAL PONDS/TRAPS /SYSTEMS TO A. ALL DISTURBED AREAS OF THE SITE WILL BE VEGETATED OR ACCOMMODATE STORAGE CAPACITY NEED TO BE INSTALLED ON OTHERWISE PERMANENTLY STABILIZED; SITE. THIS WILL BE DONE PRIOR TO REMOVAL OF EXISTING FACILITY. B. STRUCTURAL MEASURES SUCH AS SILT FENCE, SLOPE DRAINS, ETC. WILL BE REMOVED FROM SITE; C. ALL PERMANENT SURFACE WATER FACILITIES INCLUDING CATCH BASINS, PIPES, ETC. WILL BE CLEANED; D. ANY OFF -SITE CATCH BASINS THAT REQUIRED PROTECTION WILL ALSO BE CLEANED; AND 5Ef;TIC)N vtF DRAINAGE GRATE IRATE f)EV�L ISaMET16c Vlaw 1. Slzo m• Below InW Ckow Device (MD) for tt* storTm water slruchxe It IAN service. 2. TAe MD sF1d hove a bAlb4n Ngtr -Mow neMef system (overflow byfpmmi. I The roantral syoMm must dow rA novW of the BIGD whb" v*V ft colWoed mateTlal. 4. Perform " irtenoxe In aoco ranee wllh Std Specific mbn 9-01.3(15). -M €TYP.) PUBLIC WORKS CATCH BASIN FALTER SM. PLAN - 218.E DEPARTMENT MARCH 8048 E. IF ONLY THE INFRASTRUCTURE OF THE SITE HAS BEEN DEVELOPED SUCH AS SHORT PLATS AND SUBDIVISIONS, WITH BUILDING CONSTRUCTION TO OCCUR UNDER A DIFFERENT PERMIT, THEN THE SENSITIVE AREA BUFFERS, TRACTS, AND SETBACKS WILL BE CLEARLY MARKED. CITY OF RENTON, DEVELOPMENT SERVICES STAFF IS AVAILABLE TO ANSWER ANY QUESTIONS YOU MAY HAVE ABOUT EROSION AND SEDIMENT CONTROL AND WET SEASON STABILIZATION MEASURES FOR PERMITTED ACTMTIES IN THE CITY OF RENTON. PLEASE CALL 425 - 430 -7300. CITY OF RENTON DEPARTMENT. OF PUBLIC WORKS a JOWS IN Al TER A ABRIG SHALL BE SPLLED AT POSTS JSE STAPLES. *W RNCS. . OR EOLMVALENT TO ATTACH FABW TO POSTS. POST SPAS MAY 9E WWREASED TO it W 44w*- BAct9NG % USEC V4: BY 14 C-,% vRE' f EC tAVALENT. IF STA sAR-) STRF_ T FAHW USED AIL TER FAWAAC, CK-F-E.L THE -° MTH tN sklk. . :"TS REBAk OR tOi1iL`ALE -W NOT" 1. CONDITIOM OF USE 1.1. S&T 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 CONUEYEO THROUGH THE DRANAGE SYSTEM TO A SEDIMENT TRAP OR POW. Z DESIGN AND INSTALLATION SPECIFICA710113 2.1. THE GEOTEXTILE USED MOST MET THE STANDARD LISTED BELLOW. A COPY OF THE MANUFACTURER'S FABRIC SPECIFICATIONS MOST BE AVAILABLE ON SITE. 10 bW SITVr 5I7F (4 90 a 1WAFA FOR $9 T Fa U 10 w XV AV* a - FOR OTHER =ABRK$ WATrR PflthNTTTWTV JA5TU 049: W $IC^ : ho 40S LASTM D47511 me '� PAM TOR W ALA ST1�MfiA f AS�UC • '--I WN C T $TR FAQ{ a JOWS IN Al TER A ABRIG SHALL BE SPLLED AT POSTS JSE STAPLES. *W RNCS. . OR EOLMVALENT TO ATTACH FABW TO POSTS. POST SPAS MAY 9E WWREASED TO it W 44w*- BAct9NG % USEC V4: BY 14 C-,% vRE' f EC tAVALENT. IF STA sAR-) STRF_ T FAHW USED AIL TER FAWAAC, CK-F-E.L THE -° MTH tN sklk. . :"TS REBAk OR tOi1iL`ALE -W NOT" 1. CONDITIOM OF USE 1.1. S&T 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 CONUEYEO THROUGH THE DRANAGE SYSTEM TO A SEDIMENT TRAP OR POW. Z DESIGN AND INSTALLATION SPECIFICA710113 2.1. THE GEOTEXTILE USED MOST MET THE STANDARD LISTED BELLOW. A COPY OF THE MANUFACTURER'S FABRIC SPECIFICATIONS MOST BE AVAILABLE ON SITE. 2.Z. STANDARD STRENGTH FABRIC REQUIRES VYW BACKING TO INCREASE THE STRENGTH OF THE FENC E. WILE BACKING OR CLOSER POST SPACING MAY BE REOLARED FOR EXTRA STRFINGTH FABRIC IF FIELD PERFORMANCE WARRANTS A STRONGER FENCE. 2.3. WHERE THE FENCE IS INSTALLED. THE SLOPE SHALL NOT BE STEEPER THAN 2H:1 V 2.4. IF A TYPICAL SILT FENCE IS USED, THE STANDARD 4X4 TRENCH MAY NOT BE REDUCED AS LONG AS THE BOTTOM 8 NICHES OF THE SILT FENCE IS WELL BURIED AND SECURE W A TRENCH THAT STABILIZES THE FENCE AND DOES NOT ALLOW WATER TO BYPASS OR UNDERM04E THE SILT FENCE. 3. MAINTENANCE STANDARDS 11. 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 Pty, 3.1 IT IS N021ORTANT TO CHECK THE UPHILL SIDE OF THE FENCE FOR SIGNS OF THE FENCE CLOGGING AND ACTING-3 AS A BARRIER TO FLOW AND THEN CAUSING CHNANNELIZATION OF FLOWS PARALLEL TO THE FENCE. IF THE OCCURS. REPLACE THE FENCE OR REMOVED THE TRAP SEDIAEPiT. 14. SEDIMENT MOST BE REMOVED WHEN SEDIMENT IS 6 INCHES HIGH. 3.5. IF THE FILTER FABRIC (GEOTEXTI E) HAS DETERIORATED DUE TO ULTRAVIOLET BREAKDOWN. IT SHALL BE REPLACED. PUBLIC WORKS SILT FENCE �' DEPARTMENT LARCH 2008 I -Ili W°1. hlfiLYA1VIL II lu STEEL FENCE POST 6' HIGH MIN. NOTE: 1: CLIP FENCE TO GALVANIZED WIRE O 5 FOOT ON- CENTER SPACING 2. WIRE FENCE TO STEEL FENCE POST TEMPORARY N.G.P.E. FENCE DETAIL NOT TO SCALE 3 REVISED PER CITE REVIEW 2 REVISED PER CITE REVIEW 1 REVISED PER CITY REVIEW N0. REVISION 11 it II u 10 bW SITVr 5I7F (4 90 a 1WAFA FOR $9 T Fa U AoS i ASTRf QsTSU w XV AV* a - FOR OTHER =ABRK$ WATrR PflthNTTTWTV JA5TU 049: W $IC^ : ho 40S LASTM D47511 me '� PAM TOR W ALA ST1�MfiA f AS�UC GRAS TIENSILf STWkC W. I ASTO A D46321 WN C T $TR FAQ{ GRA6'E *$U UDWAMM ASTM D4A31 !O% MALI. iATRA0MATT RMSTAMCT JASTM DO& 70% WN 2.Z. STANDARD STRENGTH FABRIC REQUIRES VYW BACKING TO INCREASE THE STRENGTH OF THE FENC E. WILE BACKING OR CLOSER POST SPACING MAY BE REOLARED FOR EXTRA STRFINGTH FABRIC IF FIELD PERFORMANCE WARRANTS A STRONGER FENCE. 2.3. WHERE THE FENCE IS INSTALLED. THE SLOPE SHALL NOT BE STEEPER THAN 2H:1 V 2.4. IF A TYPICAL SILT FENCE IS USED, THE STANDARD 4X4 TRENCH MAY NOT BE REDUCED AS LONG AS THE BOTTOM 8 NICHES OF THE SILT FENCE IS WELL BURIED AND SECURE W A TRENCH THAT STABILIZES THE FENCE AND DOES NOT ALLOW WATER TO BYPASS OR UNDERM04E THE SILT FENCE. 3. MAINTENANCE STANDARDS 11. 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 Pty, 3.1 IT IS N021ORTANT TO CHECK THE UPHILL SIDE OF THE FENCE FOR SIGNS OF THE FENCE CLOGGING AND ACTING-3 AS A BARRIER TO FLOW AND THEN CAUSING CHNANNELIZATION OF FLOWS PARALLEL TO THE FENCE. IF THE OCCURS. REPLACE THE FENCE OR REMOVED THE TRAP SEDIAEPiT. 14. SEDIMENT MOST BE REMOVED WHEN SEDIMENT IS 6 INCHES HIGH. 3.5. IF THE FILTER FABRIC (GEOTEXTI E) HAS DETERIORATED DUE TO ULTRAVIOLET BREAKDOWN. IT SHALL BE REPLACED. PUBLIC WORKS SILT FENCE �' DEPARTMENT LARCH 2008 I -Ili W°1. hlfiLYA1VIL II lu STEEL FENCE POST 6' HIGH MIN. NOTE: 1: CLIP FENCE TO GALVANIZED WIRE O 5 FOOT ON- CENTER SPACING 2. WIRE FENCE TO STEEL FENCE POST TEMPORARY N.G.P.E. FENCE DETAIL NOT TO SCALE 3 REVISED PER CITE REVIEW 2 REVISED PER CITE REVIEW 1 REVISED PER CITY REVIEW N0. REVISION 11 it II u MOL DaYEWAYS SOM BE PANEL? 70 TIE EDGE. 44i++ POODR TOM FALL A" OF T>4 t;'p.1Str2t�C110t1 E+fT(w'IGE TC AVC'fb DA"AG14GCY It* Wa%LftMAY IT 15 REC )&"?fDED THAT THE ENTPAMM BE CROVAED 90 TIiAT RU*kWf DRAKE OFF T►E PAD t iTALL E-WAV CULVERT T I THERE i 19 A ROADSIDE CIT€ H� awl . AS \ r PER €AT Y ROA TALK AR S p f UAW-�Y SI'ALLS Pft-lv" FULL OADTI.-i OF i TMK3 , . WO*SSEGRESS AREA . CONDITION OF USE 1.1. CONSTRUCTION ENTRANCE SHALL BE STABILIZED WHEREVER TRAFFIC WILL BE LEAVING A CONSTRUCTION SITE AND TRAVELMIG ON PAVED ROADS OR OTHER PAID AREAS WIT MIN 1,000 FEET OF THE SITE. GRAS TEWtf STREONGTH jA5TM 047511 20D PSI Ml k, -- CAAS TE L-f UONGATION (AST i 3 SURVEYED: BCE M LL N BURST STRE44GTH tASTM D 786- - 4W PSI "k- 40S LASTM D47511 DESIGNED: BJT BJT 4/22/15 BJT RAG 3/30/15 BJT DIRAG BJT 1/15/15 BJT CHECKED: BJT BY DATE APPR APPROVED: MOL DaYEWAYS SOM BE PANEL? 70 TIE EDGE. 44i++ POODR TOM FALL A" OF T>4 t;'p.1Str2t�C110t1 E+fT(w'IGE TC AVC'fb DA"AG14GCY It* Wa%LftMAY IT 15 REC )&"?fDED THAT THE ENTPAMM BE CROVAED 90 TIiAT RU*kWf DRAKE OFF T►E PAD t iTALL E-WAV CULVERT T I THERE i 19 A ROADSIDE CIT€ H� awl . AS \ r PER €AT Y ROA TALK AR S p f UAW-�Y SI'ALLS Pft-lv" FULL OADTI.-i OF i TMK3 , . WO*SSEGRESS AREA . CONDITION OF USE 1.1. CONSTRUCTION ENTRANCE SHALL BE STABILIZED WHEREVER TRAFFIC WILL BE LEAVING A CONSTRUCTION SITE AND TRAVELMIG ON PAVED ROADS OR OTHER PAID AREAS WIT MIN 1,000 FEET OF THE SITE. GRAS TEWtf STREONGTH jA5TM 047511 20D PSI Ml k, -- CAAS TE L-f UONGATION (AST i 3 30% MAX, M LL N BURST STRE44GTH tASTM D 786- - 4W PSI "k- 40S LASTM D47511 20,45 til S, STANDARD SIEVE $I 2. DESIGN AND INSTALLATION SPECIfFICATIIC S 2.1. HOG FUEL (WOOD BASED MULCH) MAY BE SUBST17TUTED FOR OR COMBINED WITH QUARRY SPALLS IN ARFS THAT WILL SOT BE USED FOR PERMANENT ROADS,. HOG FUEL. IS NOT RECOMMENDED FOR ENTRANCE STABILIZATION IN URBAN AREAS. THE 04SPECTOR MAY AT ANY TIME REQUIIRE 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.`�. WHENEVER POSSIBLE, THE ENTRANCE SHALL BE CONSTRUCTED ON A FPM, COMPACTED SUGGRADE. 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 SPEC114CATbNS. 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 DNIIENSIONS OF THE ENTRANCE, OR THE INSTALLATION OF THE WHEEL WASH. IF WASHNG IS USED. IT SMALL BE DONE ON AN AREA COVERED WITH CRUSHED ROCK. AND WASHED WATER SHALL (TRAIN TO A SEDIMENT TRAP OR POND. 3.3. ANY SEDIMENT THAT IS TRACKED ONTO PAVEMENT SHALL BE REMOVED IMMEDIATELY BY SWEEPING. THE SEDMrENT 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 APPROPWTELY. 3.4. ANY QUARRY SPALLS THAT ARE LOOSENED FROM THE PAD AND END UP ON THE ROADWAY SHALL BE REMOVED I MMEDiATELY. 3.5. IF VEHICLES ARE ENTERING OR EXITING THE SITES AT POINTS OTHER THAN THE CONSTRUCTION ENTRANCE(SI. FENCING SHALL BE INSTALLED TO C014TROL TRAFFIC. PUBC WORKS sTAdILiZEO M. . PLN - 215.10 l.t DEPARTMENT CONSTRUCTION ENTRANCE MARCH 2008 R -38 1 429 TEtN�ORAR'Y EROSION CONTROL SEED Nx MATERIAL z WEKrr z PuRmr z GERMINATION CHEWINGS OR RED FESCUE 40 98 90 FESTUCA RUBRA VAR. COMMUTATA OR ANCHOR WITH SANDBAGS OR TIRES ON 10 -FOOT GRID IN ALL DIRECTIONS. OVERLAP EDGES. NIA USE ON STEEP SLOPES GREATER TFYW 2:1 IN ADDITION TO HYDROSEED OR WOOD FIBER WITH TACKIFlER. 25 -30 LBS. 1000- 1500LBS IF USED ON CRITICAL AREAS, OR STEEP SLOPES, DOUBLE THE NORMAL APPLICATION RATE. APPLY W /HYDROAIULCHER. NO TIE -DOWN REQUIRED. 1.25 TONS PER USE 90 GAL /ACRE TACKIFlER FOR STEEP SLOPES LESS THAN ACRE; 2:1; 120 GAL /ACRE FOR STEEPER TFLMI 2:1 . OF 2 IN. DEPTH DO NOT USE ON SLOPES STEEPER THAN 6z IN. OF 2 IN. DEPTH DO NOT USE ON SLOPES STEEPER TWIN 15X HIORIZ.: N/A HORIZONTAL: NAD 19B3/1991 , CITY OF RENTON ONE INCH iDATU M AT FULL SCALE Planning /Building /Public Works Dept. IF NOT ONE INCH SCALE ACCORDINGLY USE DOT SLOPE MIX FOR STEEP SLOPES. T.E.S.C. NOTES ANDLAt ['AJLS COPPERWCOD QUADRANT HOMES 14725 SE 36TH ST. SUITE 200 BELLE VU E, WA 98006 lAl- cn l Fs+s� S A L Y� PLASTIC SHEETING MINIMUM 6 -MIL M YtJIULA KUttKA THICKNESS JUTE MAT, WOVEN N/A 2 STRAW BLANKET ANNUAL OR PERENNIAL RYE 40 98 90 BLANKET m z WOOD FIBER LOLIUM MULTIFLORUM OR LODUM PERENNE > CELLULOSE (PARTIALLY NOT CONTAIN GROWTH p Z Z DIGESTED WOOD INHIBITING FACTORS REDTOP OR COLONIAL BENTGRASS 10 92 85 N N WITH HYDROSEEDING AGROSTIS ALGA OR AGROSTIS TENUIS OR ALONE 00 Z BARK CHIPS 00 cn WOOD CHIPS WHITE DUTCH CLOVER 10 98 90 I r-- IDES USE MIX RECOMMENDED TRIFOLIUM REPENS ABOVE WWI. T-- BEST MANAGEMENT PRACTICES (omP) ALTERNATIVES � ru►� auwr,- srAND49oe ,��,nor� /aoc aF �n.x,�n� ACM oWn�+ of XPR"n= N GRAVEL, SLAG, OR CRUSHED STONE WASHED, 3/4'- 1 -1/2' SIZE Y 9 CU YDS 3 INCHES FOR SHORT SLOPES AND AROUND WOODY PLANTS do ORNAMENTALS USE WHERE SUBJECT TO FOOT TRAF)C. APPDX. 2000 LBS /CU YD. HAY OR STRAW R DRIED, FREE FROM UNWANTED SEEDS do OARSE MATERIAL 75- 100LBS 2 -3 BALES OR 1 -1/2 TO 2 -1/2 TONS OR 90 -120 SALES MINIMUM OF 2 IN DEPTH, GREATER ON STEEP AREAS OR NEAR USE WHERE THE MULCHING EFFECT IS TO BE MAINTAINED FOR LESS THAN 3 MONTHS. ANCHOR BY CRIMPING, COVERING WITH NETTING SPRAYING WITH TACKIFlER AND /OR KEPT MOIST. PROTECTED AREAS) ANCHOR WITH SANDBAGS OR TIRES ON 10 -FOOT GRID IN ALL DIRECTIONS. OVERLAP EDGES. NIA USE ON STEEP SLOPES GREATER TFYW 2:1 IN ADDITION TO HYDROSEED OR WOOD FIBER WITH TACKIFlER. 25 -30 LBS. 1000- 1500LBS IF USED ON CRITICAL AREAS, OR STEEP SLOPES, DOUBLE THE NORMAL APPLICATION RATE. APPLY W /HYDROAIULCHER. NO TIE -DOWN REQUIRED. 1.25 TONS PER USE 90 GAL /ACRE TACKIFlER FOR STEEP SLOPES LESS THAN ACRE; 2:1; 120 GAL /ACRE FOR STEEPER TFLMI 2:1 . OF 2 IN. DEPTH DO NOT USE ON SLOPES STEEPER THAN 6z IN. OF 2 IN. DEPTH DO NOT USE ON SLOPES STEEPER TWIN 15X HIORIZ.: N/A HORIZONTAL: NAD 19B3/1991 , CITY OF RENTON ONE INCH iDATU M AT FULL SCALE Planning /Building /Public Works Dept. IF NOT ONE INCH SCALE ACCORDINGLY USE DOT SLOPE MIX FOR STEEP SLOPES. T.E.S.C. NOTES ANDLAt ['AJLS COPPERWCOD QUADRANT HOMES 14725 SE 36TH ST. SUITE 200 BELLE VU E, WA 98006 lAl- cn l Fs+s� S A L Y� PLASTIC SHEETING MINIMUM 6 -MIL M W THICKNESS JUTE MAT, WOVEN N/A 2 STRAW BLANKET SYNTHETIC FIBER 2 N g W BLANKET m z WOOD FIBER DYED GREEN SHOULD > CELLULOSE (PARTIALLY NOT CONTAIN GROWTH p Z Z DIGESTED WOOD INHIBITING FACTORS FIBERS) gZ Q WOOD FIBER APPLIED N N WITH HYDROSEEDING O OR ALONE 00 Z BARK CHIPS 00 cn WOOD CHIPS TREAT WITH 12LBS N (HOG FUEL) NITOGEN FERTILIZER/TON I r-- IDES USE MIX RECOMMENDED Ln ABOVE WWI. T-- VERTICAL: NAVD 1988 ANCHOR WITH SANDBAGS OR TIRES ON 10 -FOOT GRID IN ALL DIRECTIONS. OVERLAP EDGES. NIA USE ON STEEP SLOPES GREATER TFYW 2:1 IN ADDITION TO HYDROSEED OR WOOD FIBER WITH TACKIFlER. 25 -30 LBS. 1000- 1500LBS IF USED ON CRITICAL AREAS, OR STEEP SLOPES, DOUBLE THE NORMAL APPLICATION RATE. APPLY W /HYDROAIULCHER. NO TIE -DOWN REQUIRED. 1.25 TONS PER USE 90 GAL /ACRE TACKIFlER FOR STEEP SLOPES LESS THAN ACRE; 2:1; 120 GAL /ACRE FOR STEEPER TFLMI 2:1 . OF 2 IN. DEPTH DO NOT USE ON SLOPES STEEPER THAN 6z IN. OF 2 IN. DEPTH DO NOT USE ON SLOPES STEEPER TWIN 15X HIORIZ.: N/A HORIZONTAL: NAD 19B3/1991 , CITY OF RENTON ONE INCH iDATU M AT FULL SCALE Planning /Building /Public Works Dept. IF NOT ONE INCH SCALE ACCORDINGLY USE DOT SLOPE MIX FOR STEEP SLOPES. T.E.S.C. NOTES ANDLAt ['AJLS COPPERWCOD QUADRANT HOMES 14725 SE 36TH ST. SUITE 200 BELLE VU E, WA 98006 lAl- cn l Fs+s� S A L Y� Q Z c! v .t b, S' � c'oN z Y, M W :D 2 O � 2 N g W m z � O > X Q p Z Z Z LLJ gZ Q N r7 N N O N 00 Z Z 00 cn 00 w w N Q 3 I I r-- ui Z Lo Ln Lc) 0 Z w T-- - N Z N N Y v cf) Q Z c! v .t b, S' � c'oN z Y, M • f =- Z z m z M > Z C T 2 T T � � z > O M D Z G1 Z C 3 m M io /oa /2o1a 10-0 pwX: DRAWING NO: �E0.36 x:37 NNNNAA T . M • f =- D io /oa /2o1a 10-0 pwX: DRAWING NO: �E0.36 x:37 NNNNAA Z_ YJ Z z T � � _ Z W Q Z U W O Of a_ I z _ 't Z = T T Z z O D Z 0 Z C 3 m m w X Z O C' Z Y J Q m C7 1 2 r CN z -• v z M&16 _4; O U V) tl N Ln O N Cn 3 I 00 co rn cu Cm co V) O O O W� z a W _J � LL _ Z w 0 0 U W J O O Q w z w O a- i i x z 0 z Y J m Pn co Do to ao M 0 0 U a in 0 N N E v Lci 0 J J qq- i v+ c c 00 N 0 to W i z i; L` 0 0 15 30 60 - - - - -A- W t Z z 0 c� o �_ ___- - ®�_�___ ------------------------ - - - - -- ----------------- - - - - -- -- - - - - -- -------- - - - - -- ----== ��� - - -- LANDSCAPE PLANTING PLAN, LEGEND AND GENERAL NOTES FOR I AAIIIQ(%ADG DI AWT \IATCGAI I Cl�LLYI Cr1Q 0 11W I 11TQ A \Yl TOAf6%T C COPPERWOOD PTN OF THE MM /4, OlF THE M/4 CIF SEC. 15 TWf. 23 M, RCS 5 EAST, W. M CffY OF FBsffCK IQNG COLKTY, STALE OF WASF�JGTCN NOTE: 1. SEE THIS SHEET FOR LANDSCAPE PLANTING PLAN (NORTHWEST PROJECT AREA), PUNTING LEGEND FOR R.O.W., LOTS, TRACT E AND GENERAL LANDSCAPE PLANTING NOTES. 2. SEE SHEET L2 SEE FOR LANDSCAPE PLANTING PLAN (SOUTHWEST PROJECT AREA), PLANTING LEGEND FOR R.O.W., LOTS, TRACT E AND STREET TREE DETAILS. 3. SEE SHEET L3 FOR LANDSCAPE PLANTING PLAN OF TRACT 'A' NATIVE OPEN SPACE AREA (NORTHEAST PROJECT AREA), TRACT A PLANTING LEGEND AND LANDSCAPE RECREATION CONSTRUCTION DETAILS. 4. SEE SHEET L4 FOR LANDSCAPE PLANTING PLAN OF TRACT 'A & B' NATIVE OPEN SPACE, STORM POND (SOUTHEAST PROJECT AREA) AND TRACT B PLANT MATERIAL / HYDROSEED LEGEND. 5. SEE SHEET L5 FOR LANDSCAPE PLANTING SPECIFICATION NOTES AND PUNTING DETAILS. SIZE SYMBOL BOTANICAL / COMMON NAMES CONDITION SPACING QTY. REMARKS Awl o V iii n'==� �• � � 1 MATCHUNE: SEE SHEET L2 GENERAL LANDSCAPE PLANTING NOTES CITY OF RENTON DEPARTMENT OF PUBLIC WORKS APPROVED BY DATE APPROVED BY DATE APPROVED BY DATE APPROVED BY _ DATE - 1. SEE SHEET L5 FOR ADDITIONAL PLANT MATERIAL NOTES AND DETAILS. 2. AREAS WITHIN THE SIGHT DISTANCE TRIANGLE MUST BE FREE FROM ANY SIGHT OBSCURING OBJECTS FROM BETWEEN 3' TO 8' ABOVE THE GROUND. 3. STREET TREE LAYOUT IS BASED ON PHYSICAL CONSTRAINTS OF DRIVEWAYS AND UTILITY CLEARANCES. NOTE, DRIVEWAY LOCATIONS ARE SUBJECT TO MODIFICATIONS. NO LESS THAN SPECIFIED QUANTITIES WILL BE INSTALLED. 4. STREET TREE SPECIES ARE SELECTED FROM THE CITY OF RENTON APPROVED STREET TREE LIST. ALL STREET TREES TO BE A MINIMUM OF 1.5" CALIPER. 3 REVISED PER CITY REVIEW 2 REVISED PER CITY REVIEW 1 REVISED PER CITY REVIEW N0. REVISION rij ui W ui i0 O 0 NOTE: PLANT OUANTITII SHOWN ON PLA TREES: ACER TRUNCATUM X A. PLATANOIDES 0KLETHSFORM' / NORWEGIAN MAPLE (STREET TREES) CHAMAECYPARIS NOOTKATENSIS 'PENDULA' WEEPING ALASKAN CEDAR CHAMAECYPARIS OBTUSA 'GRACILIS' DWARF HINOKI CYPRESS CORNUS KOUSA 'CHINENSIS' / CHINESE KOUSA DOGWOOD (5 TREES FOR STREET TREES ALONG SE 2ND PLACE) MALUS 'JARMIN' / MARILEE CRABAPPLE SYRINGA RETUCULATA 'IVORY SILK' / OVPRU SILK JAPANESE TREE LILAC PRUNUS SARGENTII 'COLUMNARIS' / COLUMNAR SARGENT CHERRY PSEUDOTSUGA MENZIESII / DOUGLAS FIR TILIA CORDATA 'GREENSPIRE' / GREENSPIRE LINDEN (STREET TREES) THUJA X PLICATA 'GREEN GIANT' / GREEN GLINT WESTERN RED CEDAR EXISTING TREE(S) SHRUBS: ABELIA X GRANDIFLORA 'MARDI GRAS' / MARDI GRAS ABELIA CORNUS SERICEA 'ARCTIC FIRE' / ARCTIC FIRE RED -TWIG DOGWOOD CORNUS ALBA 'ELEGANTISSIMA' / VARIEGATED RED -TWIG DOGWOOD ERICA CARNEA 'SPRINGWOOD WHITE' / SPRINGWOOD WHITE HEATH HEMEROCALLIS HYBRIDS / YELLOW DAYLILLY MYRICA CALIFORNICA / OREGON MYRTLE PIERIS JAPONICA 'PURITY / PURITY LILY -OF- THE - VALLEY SHRUB PRUNUS LAUROCERASUS 'OTTO LUYKEN'/ OTTO LUYKEN LAUREL SPIRAEA NIPPONICA 'SNOWMOUND' / SNOWMOUND SPIREA GROUNDCOVER: ARCTOSTAPHYLOS UVA- URSI / 50% KINNIKINNICK GAULTERIA SHALLON / 15% SHAAL MAHONIA REPENS / 35% CREEPING MAHONIA GA ULTERIA SHALLON / SALAL LAWN - 60/20/20 HYDROSEED LAWN MIXTURE; COUNTRY GREEN TURF FARMS OR EQUIVALENT 1.5" CAL. B & B 6' HT. MIN. B & B 6' HT. MIN. B & B 1.5" CAL. B & B 1.5" CAL. B & B 1.5" CAL. B & B 1.5" CAL. B & B 6' HT. MIN. B & B 1.5" CAL. B & B 6' HT. MIN. B & B TREE TOTAL: STREET TREE 18" HT. MIN. 2 GAL. MIN. 18" HT. MIN. 2 GAL. MIN. 18" HT. MIN. 2 GAL. MIN. 2 GAL. MIN. 2 GAL. MIN. 24" - 30" 2 GAL. MIN. 24" - 30" 2 GAL. MIN. 18" - 21" 2 GAL. MIN. 18" HT. MIN. 2 GAL. MIN. 1 GALLON 1 GALLON 1 GALLON 1 GALLON AS REO'D AS SHOWN 30 AS SHOWN 20 AS SHOWN 11 AS SHOWN 07 AS SHOWN 08 AS SHOWN 07 AS SHOWN 07 AS SHOWN 21 AS SHOWN 09 AS SHOWN 24 TOTAL: AS SHOWN AS SHOWN AS SHOWN AS SHOWN AS SHOWN 4' O.C. 4' O.C. 3.5' O.C. AS SHOWN 24" O.C. 24" O.C. 24" O.C. 24" O.C. HYDROSEED 142 44 44 33 31 65 52 46 35 64 42 AS REO'D AS REO'D AS REO'D AS REO'D COVER STAKE & GUY ONE GROWING SEASON; NURSERY GROWN FOR STREET TREE USE, BRANCHED 6' STAKE do GUY ONE GROW94G SEASON; NURSERY GROWN, FULL TO BASE, UN -CUT LEADER STAKE do GUY ONE GROWING SEASON; NURSERY GROWN, FULL TO BASE, UN -CUT LEADER STAKE & GUY ONE GROWING SEASON; NURSERY GROWN FOR STREET TREE USE, BRANCHED 6' STAKE & GUY ONE GROWING SEASON; NURSERY GROWN FOR STREET TREE USE, BRANCHED 6' STAKE do GUY ONE GROWING SEASON; NURSERY GROWN FOR STREET TREE USE, BRANCHED 6' STAKE do GUY ONE GROWING SEASON; NURSERY GROWN FOR STREET TREE USE, BRANCHED 6' STAKE & GUY ONE GROWING SEASON; NURSERY GROWN, FULL TO BASE, UN -CUT LEADER STAKE & GUY ONE GROWING SEASON; NURSERY GROWN FOR STREET TREE USE, BRANCHED 6' STAKE & GUY ONE GROWING SEASON; NURSERY GROWN, FULL TO BASE, UN -CUT LEADER TO REMAIN, SAVE AND PROTECT FULL AND eusHn FULL AND BUSHY FULL AND BUSHY FULL AND BUSHY R 381431 FULL AND BUSHY FULL AND BUSFIY, MATCHED HEIGHT AND FORM FULL AND BUSHY, MATCHED HEIGHT AND FORM • FULL AND BUSHY, MATCHED HEIGHT AND FORM \� FULL AND BUSHY RANDOM GROUPINGS OF 5 TO 17, ODD NUMBERS ONLY, HOLD 16' FROM BORDERS, SHRUBS AND TREES SEEDING RATE: 5 -6 lBS PER 1000 S0. FT. (NOT V 11TIitl E FOR Mif7CEFflMlf.1 STATE OF WASHINGTON REGISTERED ANDSCAPE AR HITECT ARGUE I. KORVE T*XATE NO. 1014 (VAL ONLY WITH SIGNATURE) EXPIRES: 09 /02/16 G/ SURVEYED: BCE z DESIGNED: MIK BJT 4/22/ 15 MIK RAG 3/30/15 MIK MIK MIK 1/15/15 BJT CHECKED: GWP BY DATE APPR D: BJT rij ui W ui i0 O 0 NOTE: PLANT OUANTITII SHOWN ON PLA TREES: ACER TRUNCATUM X A. PLATANOIDES 0KLETHSFORM' / NORWEGIAN MAPLE (STREET TREES) CHAMAECYPARIS NOOTKATENSIS 'PENDULA' WEEPING ALASKAN CEDAR CHAMAECYPARIS OBTUSA 'GRACILIS' DWARF HINOKI CYPRESS CORNUS KOUSA 'CHINENSIS' / CHINESE KOUSA DOGWOOD (5 TREES FOR STREET TREES ALONG SE 2ND PLACE) MALUS 'JARMIN' / MARILEE CRABAPPLE SYRINGA RETUCULATA 'IVORY SILK' / OVPRU SILK JAPANESE TREE LILAC PRUNUS SARGENTII 'COLUMNARIS' / COLUMNAR SARGENT CHERRY PSEUDOTSUGA MENZIESII / DOUGLAS FIR TILIA CORDATA 'GREENSPIRE' / GREENSPIRE LINDEN (STREET TREES) THUJA X PLICATA 'GREEN GIANT' / GREEN GLINT WESTERN RED CEDAR EXISTING TREE(S) SHRUBS: ABELIA X GRANDIFLORA 'MARDI GRAS' / MARDI GRAS ABELIA CORNUS SERICEA 'ARCTIC FIRE' / ARCTIC FIRE RED -TWIG DOGWOOD CORNUS ALBA 'ELEGANTISSIMA' / VARIEGATED RED -TWIG DOGWOOD ERICA CARNEA 'SPRINGWOOD WHITE' / SPRINGWOOD WHITE HEATH HEMEROCALLIS HYBRIDS / YELLOW DAYLILLY MYRICA CALIFORNICA / OREGON MYRTLE PIERIS JAPONICA 'PURITY / PURITY LILY -OF- THE - VALLEY SHRUB PRUNUS LAUROCERASUS 'OTTO LUYKEN'/ OTTO LUYKEN LAUREL SPIRAEA NIPPONICA 'SNOWMOUND' / SNOWMOUND SPIREA GROUNDCOVER: ARCTOSTAPHYLOS UVA- URSI / 50% KINNIKINNICK GAULTERIA SHALLON / 15% SHAAL MAHONIA REPENS / 35% CREEPING MAHONIA GA ULTERIA SHALLON / SALAL LAWN - 60/20/20 HYDROSEED LAWN MIXTURE; COUNTRY GREEN TURF FARMS OR EQUIVALENT 1.5" CAL. B & B 6' HT. MIN. B & B 6' HT. MIN. B & B 1.5" CAL. B & B 1.5" CAL. B & B 1.5" CAL. B & B 1.5" CAL. B & B 6' HT. MIN. B & B 1.5" CAL. B & B 6' HT. MIN. B & B TREE TOTAL: STREET TREE 18" HT. MIN. 2 GAL. MIN. 18" HT. MIN. 2 GAL. MIN. 18" HT. MIN. 2 GAL. MIN. 2 GAL. MIN. 2 GAL. MIN. 24" - 30" 2 GAL. MIN. 24" - 30" 2 GAL. MIN. 18" - 21" 2 GAL. MIN. 18" HT. MIN. 2 GAL. MIN. 1 GALLON 1 GALLON 1 GALLON 1 GALLON AS REO'D AS SHOWN 30 AS SHOWN 20 AS SHOWN 11 AS SHOWN 07 AS SHOWN 08 AS SHOWN 07 AS SHOWN 07 AS SHOWN 21 AS SHOWN 09 AS SHOWN 24 TOTAL: AS SHOWN AS SHOWN AS SHOWN AS SHOWN AS SHOWN 4' O.C. 4' O.C. 3.5' O.C. AS SHOWN 24" O.C. 24" O.C. 24" O.C. 24" O.C. HYDROSEED 142 44 44 33 31 65 52 46 35 64 42 AS REO'D AS REO'D AS REO'D AS REO'D COVER STAKE & GUY ONE GROWING SEASON; NURSERY GROWN FOR STREET TREE USE, BRANCHED 6' STAKE do GUY ONE GROW94G SEASON; NURSERY GROWN, FULL TO BASE, UN -CUT LEADER STAKE do GUY ONE GROWING SEASON; NURSERY GROWN, FULL TO BASE, UN -CUT LEADER STAKE & GUY ONE GROWING SEASON; NURSERY GROWN FOR STREET TREE USE, BRANCHED 6' STAKE & GUY ONE GROWING SEASON; NURSERY GROWN FOR STREET TREE USE, BRANCHED 6' STAKE do GUY ONE GROWING SEASON; NURSERY GROWN FOR STREET TREE USE, BRANCHED 6' STAKE do GUY ONE GROWING SEASON; NURSERY GROWN FOR STREET TREE USE, BRANCHED 6' STAKE & GUY ONE GROWING SEASON; NURSERY GROWN, FULL TO BASE, UN -CUT LEADER STAKE & GUY ONE GROWING SEASON; NURSERY GROWN FOR STREET TREE USE, BRANCHED 6' STAKE & GUY ONE GROWING SEASON; NURSERY GROWN, FULL TO BASE, UN -CUT LEADER TO REMAIN, SAVE AND PROTECT FULL AND eusHn FULL AND BUSHY FULL AND BUSHY FULL AND BUSHY R 381431 FULL AND BUSHY FULL AND BUSFIY, MATCHED HEIGHT AND FORM FULL AND BUSHY, MATCHED HEIGHT AND FORM • FULL AND BUSHY, MATCHED HEIGHT AND FORM \� FULL AND BUSHY RANDOM GROUPINGS OF 5 TO 17, ODD NUMBERS ONLY, HOLD 16' FROM BORDERS, SHRUBS AND TREES SEEDING RATE: 5 -6 lBS PER 1000 S0. FT. (NOT V 11TIitl E FOR Mif7CEFflMlf.1 STATE OF WASHINGTON REGISTERED ANDSCAPE AR HITECT ARGUE I. KORVE T*XATE NO. 1014 (VAL ONLY WITH SIGNATURE) EXPIRES: 09 /02/16 � � tf) to W �- CN Z N N - 00 Lj GENERAL LANDSCAPE PLANTING NOTES CONT. 5. PROVIDE A MINIMUM OF 6' CLEARANCE BETWEEN TREES AND UTILITY LINES AND FIRE HYDRANTS, 10' CLEARANCE FROM UTILITY N ��►� • POLES DRIVEWAYS, AND ALLEY MARG I NS, 25 CLEARANCE FROM S T REE T LIGHTS AND 40 CLEARANCE F ROM THE CORNER OF 6 ;0 INTERECTIONS, STOP & YIELD SIGNS. J 0 6 AN IRRIGATION SYSTEM IS TO BE DESIGNED AND INSTALLED (DESIGN /BUILD) BY THE LANDSCAPE CONTRACTOR, FOR LANDSCAPED Q z COMMON AREAS 'ONLY' WITHIN THE SUBDIVISION. LANDSCAPE CONTRACTOR SHALL SUBMIT IRRIGATION SYSTEM DESIGN TO OWNER '_ W AND /OR LANDSCAPE ARCHITECT FOR REVIEW, COMMENTS AND APPROVAL. v 7. LANDSCAPE CONTRACTOR IS RESPONSIBLE FOR ALL PERMITS AND FEES. Jv SCALE: VERTICAL: NAVD 1988 HOW.: 10=30'-O* HORIZONTAL: NAD 1983/1991 VERT.: N/A °NE '"�" DATUM AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY ;COQ$ 1 A All'1@n A CC LANTING a AND EGEN N'1 . _ ds CITY OF �"�`v.�.nr� r • w io/oe -� RENTON COPPERWOOD QUADRANT HOMES n Plonning /BwlOing /PUbfc woks Dept. 14725 9E 3611-1 ST. SUITE 200 BELLEWE, WA 98006 x ^�� z G/ z C rn RUBUS PENTALOBUS / 4" POTS 12" O.C. AS REO'D HOLD 12" FROM BORDERS, m _ v CREEPING TAIWAN BRAMBLE SHRUBS AND TREES ? ZW p EXISTING LANDSCAPE TO REMAIN, SAVE AND PROTECT w oL D x Q �z MISC: w Lhi 6 FOOT SOLID WOOD FENCE SEE DETAIL ON SHEET L3 Q N o N 000 z � CC �0)to000 a, Ix W .S WITHIN THE ABOVE LEGEND ARE FOR CITY AND LANDSCAPE CONTRACTOR'S REFERENCE OILY. PLANT SYMBOLS N Q I I W N(S) SUPERSEDES PLANT WMITITIES NOTED IN LEGEND. ^ 3 L0 Lc) zo z � � tf) to W �- CN Z N N - 00 Lj GENERAL LANDSCAPE PLANTING NOTES CONT. 5. PROVIDE A MINIMUM OF 6' CLEARANCE BETWEEN TREES AND UTILITY LINES AND FIRE HYDRANTS, 10' CLEARANCE FROM UTILITY N ��►� • POLES DRIVEWAYS, AND ALLEY MARG I NS, 25 CLEARANCE FROM S T REE T LIGHTS AND 40 CLEARANCE F ROM THE CORNER OF 6 ;0 INTERECTIONS, STOP & YIELD SIGNS. J 0 6 AN IRRIGATION SYSTEM IS TO BE DESIGNED AND INSTALLED (DESIGN /BUILD) BY THE LANDSCAPE CONTRACTOR, FOR LANDSCAPED Q z COMMON AREAS 'ONLY' WITHIN THE SUBDIVISION. LANDSCAPE CONTRACTOR SHALL SUBMIT IRRIGATION SYSTEM DESIGN TO OWNER '_ W AND /OR LANDSCAPE ARCHITECT FOR REVIEW, COMMENTS AND APPROVAL. v 7. LANDSCAPE CONTRACTOR IS RESPONSIBLE FOR ALL PERMITS AND FEES. Jv SCALE: VERTICAL: NAVD 1988 HOW.: 10=30'-O* HORIZONTAL: NAD 1983/1991 VERT.: N/A °NE '"�" DATUM AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY ;COQ$ 1 A All'1@n A CC LANTING a AND EGEN N'1 . _ ds CITY OF �"�`v.�.nr� r • w io/oe -� RENTON COPPERWOOD QUADRANT HOMES n Plonning /BwlOing /PUbfc woks Dept. 14725 9E 3611-1 ST. SUITE 200 BELLEWE, WA 98006 x ^�� z G/ z C z m z m � K > 0 a Z Z C ca m n > O m W O O U w J U. 0 O O w z w Q. w O Qf U i i x Z 0 Z_ Y J a m 05 N N �i E .r v 0 CP J J Pn cep i c c n� 0 c°o W � L_ NOTE: I. SEE SHEET L 1 FOR LANDSCAPE PLANTING PLAN (NORTHWEST PROJECT AREA), PLANTING LEGEND FOR R.O.W., LOTS, TRACT E AND GENERAL LANDSCAPE PLANTING NOTES. 2. SEE THIS SHEET SEE FOR LANDSCAPE PLANTING PLAN (SOUTHWEST PROJECT AREA), PLANTING LEGEND FOR R.O.W., LOTS, TRACT E AND STREET TREE DETAILS. 3. SEE SHEET L3 FOR LANDSCAPE PLANTING PLAN OF TRACT 'A' NATIVE OPEN SPACE AREA (NORTHEAST PROJECT AREA), TRACT A PLANTING LEGEND AND LANDSCAPE RECREATION /CONSTRUCTION DETAILS. 0 15 30 60 4. SEE SHEET L4 FOR LANDSCAPE PLANTING PLAN OF TRACT 'A & B' NATIVE OPEN mi?!!6iiiiii SPACE, STORK POND (SOUTHEAST PROJECT AREA) AND TRACT B PLANTING / HYDROSEED LEGEND. 5. SEE SHEET L5 FOR LANDSCAPE PLANTING SPECIFICATION NOTES AND PLANTING DETAILS. W V 2 WOOD FENCE, TYPICAL. SEE DETAIL, SHEET L3 PRUNE DAMAGED TWIGS AFTER PLANTING � PLACE IN VERT. POSITION: DOUBLE LEADERS WILL BE REJECTED (2) LODGEPOLE STAKES, PLUMB WITH ELASTIC CHAIN -LOCK TYPE OR RUBBER GUYS TIED IN FIGURE EIGHT; REMOVE AFTER ONE GROWING SEASON PROTECTIVE WRAPPING DURING SHIPMENT TO SITE AND INSTALLATION REMOVE AT COMPLETION OF PLANTING LAWN PLANTING: PROVIDE 3' 0 "NO GRASS" TREE RING AND 3" DEEP MULCH LAYER IN WELL. HOLD BACK FROM TRUNK 8" TO 10" FINISH GRADE PREPARE PLANTING BED PER SPECS; AT MIN., LOSSEN AND MIX SOIL TO 18" OR DEPTH OF ROOTBALL AND 2 TIMES BALL DIAMETER REMOVE ALL WRAP, TIES, AND CONTAINERS SCORE ROOTBALL AND WORK NURSERY SOIL AWAY FROM PERIMETER ROOTS SET BALL ON UNDISTURBED BASE OR COMPACTED MOUND UNDER BALL NOTE: PENETRATION TO SUBBASE ( +) 24" 1. KEEP ROOTBALL MOIST AND PROTECTED AT ALL TIMES. 2. HOLD CROWN OF ROOTBALL AT OR JUST ABOVE FINISH GRADE. 3. PROTECT TRUNK AND LIMBS FROM INJURY. 4. BACKFILL TO BE SETTLED USING WATER ONLY - NO MECHANICAL COMPACTION. 5. REMOVE ALL WRAP, TIES &CONTAINERS, REGARDLESS OF MATERIAL. STREET TREE PLANTING /STAKING DETAIL NOT TO SCALE LANDSCAPE PLANTING PLAN, LEGEND AND STREET TREE DETAILS FOR COPPERWOOD PfN CF TI-E MM /4, aF THE A CF SEC. 15 TVVP. 23 M, RCS 5 EAST, W. M CITYCF=FENTCR IQNGOOUNTY, STATE OFWASHINGTCN M SEE SHEET Ll z CITY OF RENTON C>EPAF3TMENT OF PUBLIC WORKS APPROVED BY DATE 4 APPROVED BY DATE APPROVED BY DATE APPROVED BY DATE 10' MIN. 6' MIN. SIDEWALK NEXT TO VERTICAL CURB i i i R -38 1 431 A 11 mm� Ed Ik%j:;:ljV k_ii ill''! "0 Mlil;l�ir iiiii M,mil I �L I 'AIFA [ 11 30- A A� Rk SIZE SYMBOL BOTANICAL / COMMON NAMES CONDITION SPACING QTY. REMARKS Ello � I 0 PROPOSED 6FT. SOLID WOOD FENCE, TYPICAL. / SEE DETAIL. SHEET L3 r ' O l� BEFi00M'T PROPERTY NOT A PART 0 x 3w 1:3 (D 7 1 . ..................... A � � J i i z N FIRE HYDRANT 10' MIN. 40' MIN. UTILITY POLE 25 MIN. 3 PLANTING STRIP 40' MIN. STREET 0 60e0000,4 LIGHT 10' MIN. /ON IL TE IV I L L 2.5' PROXIMITY TO - CURB /SIDEWALK INSTALL 8' -10' ROOT BARRIER, TYPICAL NOTE 1. P N VERTICAL CURB LINE STREET TREE PLANTING STANDARDS AT INTERSECTION NOT TO SCALE 3 REVISED PER CITY REVIEW 2 REVISED PER CITY REVIEW 1 REVISED PER CITY REVIEW N0. REVISION SCALE: HORIZ.: 1"=30'-O* VERT.. N/A ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY 0 O O NOTE: PLANT QUANTITII SHOWN ON PLU VERT►aL: NAVE) 1988 HORIZONTAL: NAD 1983/1991 DATUM TREES: Z SURVEYED: BCE ACER TRUNCATUM X A. PLATANOIDES 1.5" CAL. DESIGNED: MIK BJT 4/22/15 MIK RAG 3/30/15 MIK M K MIK 1/15/15 BJT CHECKED: GWP BY DATE APPR D: Bff SCALE: HORIZ.: 1"=30'-O* VERT.. N/A ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY 0 O O NOTE: PLANT QUANTITII SHOWN ON PLU VERT►aL: NAVE) 1988 HORIZONTAL: NAD 1983/1991 DATUM TREES: Z v7 CD U ACER TRUNCATUM X A. PLATANOIDES 1.5" CAL. AS SHOWN 30 STAKE do GUY ONE GROWING 'KLETHSFORM' / B & B w � SEASON; NURSERY GROWN FOR NORWEGIAN MAPLE (STREET TREES) W N� STREET TREE USE, BRANCHED 6' CHAMAECYPARIS NOOTKATENSIS 'PENDULA' 6' HT. MIN. AS SHOWN 20 STAKE IN GUY ONE GROWING WEEPING ALASKAN CEDAR B & B W W CV SEASON; NURSERY GROWN. FULL I qr W Z Ln TO BASE, UN -CUT LEADER CHAMAECYPARIS OBTUSA 'GRACILIS' 6' HT. MIN. AS SHOWN 11 STAKE & GUY ONE GROWING DWARF HINOKI CYPRESS B & B J U qr- SEASON; NURSERY GROWN, FULL. t= TO BASE, UN -CUT LEADER CORNUS KOUSA 'CHINENSIS' / 1.5" CAL. AS SHOWN 07 STAKE & GUY ONE GROWING CHINESE KOUSA DOGWOOD B & B Q SEASON; NURSERY GROWN FOR (5 TREES FOR STREET TREES ALONG SE 2ND PUKE) STREET TREE USE, BRANCHED 6' MALUS 'JARMIN' / 1.5" CAL. AS SHOWN 08 STAKE & GUY ONE GROWING MARILEE CRABAPPLE B & B i CO SEASON; NURSERY GROWN FOR STREET TREE USE, SHED 6' SYRINGA RETUCULATA 'IVORY SILK' / 1.5" CAL. AS SHOWN 07 STAKE & GUY ONE GROWING OVPRU SILK JAPANESE TREE LILAC B & B SEASON; NURSERY GROWN FOR STREET TREE USE, BRANCHED 6' PRUNUS SARGENTII 'COLUMNARIS' / 1.5" CAL. AS SHOWN 07 STAKE & GUY ONE GROWING COLUMNAR SARGENT CHERRY B & B SEASON; NURSERY GROWN FOR STREET TREE USE, BRANCHED 6' PSEUDOTSUGA MENZIESII / 6' HT. MIN. AS SHOWN 21 STAKE & GUY ONE GROWING DOUGLAS FIR B & B SEASON; NURSERY GROWN, FULL TO BASE, UN -CUT LEADER TILIA CORDATA 'GREENSPIRE' / 1.5" CAL. AS SHOWN 09 STAKE & GUY ONE GROWING GREENSPIRE LINDEN 8 & B SEASON; NURSERY GROWN FOR (STREET TREES) STREET TREE USE, BRANCHED 6' THUJA X PLICATA 'GREEN GIANT' / 6' HT. MIN. AS SHOWN 24 STAKE do GUY ONE GROWING GREEN GIANT WESTERN RED CEDAR B & B SEASON; NURSERY GROWN, FULL TO BASE, UN -CUT LEADER EXISTING TREE(S) TO REMAIN, SAVE AND PROTECT TREE TOTAL: 142 STREET TREE TOTAL: 44 SHRUBS: ABELIA X GRANDIFLORA 'MARDI GRAS' / 18" HT. MIN. AS SHOWN 44 FULL AND BUSHY MARDI GRAS ABELIA 2 GAL. MIN. CORNUS SERICEA 'ARCTIC FIRE' / 18" HT. MIN. AS SHOWN 33 FULL AND BUSHY ARCTIC FIRE RED -TWIG DOGWOOD 2 GAL. MIN. CORNUS ALBA 'ELEGANTISSIMA' / 18" HT. MIN. AS SHOWN 31 FULL AND BUSHY VARIEGATED RED -TWIG DOGWOOD 2 GAL. MIN. ERICA CARNEA 'SPRINGWOOD WHITE' / 2 GAL. MIN. AS SHOWN 65 FULL AND BUSHY SPRINGWOOD WHITE HEATH HEMEROCALLIS HYBRIDS / 2 GAL. MIN. AS SHOWN 52 FULL AND BUSHY YELLOW DAYLILLY MYRICA CALIFORNICA / 24" - 30" 4' O.C. 46 FULL AND BUSHY, MATCHED OREGON MYRTLE 2 GAL. MIN. HEIGHT AND FORM PIERIS JAPONICA 'PURITY / 24" - 30" 4' O.C. 35 FULL AND BUSHY, MATCHED PURITY LILY -OF- THE - VALLEY SHRUB 2 GAL. MIN. HEIGHT AND FORM PRUNUS LAUROCERASUS 'OTTO LUYKEN'/ 18" - 21" 3.5' O.C. 64 FULL AND BUSHY, MATCHED OTTO LUYKEN LAUREL 2 GAL. MIN. HEIGHT AND FORM SPIRAEA NIPPONICA 'SNOWMOUND' / 18" HT. MIN. AS SHOWN 42 FULL AND BUSHY SNOWMOUND SPIREA 2 GAL. MIN. GROUNDCOVER: ARCTOSTAPHYLOS UVA -URSI / 50% 1 GALLON 24" O.C. AS REO'D RANDOM GROUPINGS OF 5 TO KINNIKINNICK 17, ODD NUMBERS ONLY, GAULTERIA SHALLON / 15% 1 GALLON 24" O.C. AS REO'D HOLD 16" FROM BORDERS, SALAL SHRUBS AND TREES MAHONIA REPENS / 35% 1 GALLON 24" O.C. AS REO'D CREEPING MAHONIA GAULTERIA SHALLON / SALAL 1 GALLON 24" O.C. AS REO'D LAWN - 60/20/20 HYDROSEED LAWN AS REQ'D HYDROSEED COVER SEEDING RATE: 5 -6 LOS PER MIXTURE; COUNTRY GREEN TURF FARMS 1000 SO. FT. OR EQUIVALENT (NOT SUITABLE FOR OVERSEEDMIG) RUBUS PENTALOBUS / 4" POTS 12" O.C. AS REO'D HOLD 12" FROM BORDERS, CREEPING TAIWAN BRAMBLE SHRUBS AND TREES EXISTING LANDSCAPE TO REMAIN, SAVE AND PROTECT MISC: 6 FOOT SOLID WOOD FENCE SEE DETAIL ON SHEET L3 ES WITHIN THE ABOVE LEGEND ARE FOR CITY AND LANDSCAPE CONTRACTOR'S REFERENCE ONLY. N(S) SUPERSEDES PLANT QUANTITIES NOTED IN LEGEND. STATE OF WASHINGTON RECUSTERED L NDSCAPE C ITECT i I. KORVE TE NO. 1014 (VALID LY WITH SIGNATURE) EXPIRES: 09 /02/16 = Z v7 CD U O Z 0 -� W w � X Q a � � Z W N� Q p CN 00 Z ZS Z OC) 04 ca GO W W CV I Q r- 3 I qr W Z Ln Lo 0 Z Z CN 00 N N J U qr- Y t= Q Z �- W It b 01 $J� # i CO a► CITY OF LANDSCAPE PLANTING PLAN AND LEGEND io�oa�zo,. RENTON COPPERWOOD FIELDSOOK: OUADRANT nc aF�IOaIiAEv�3 e Planning /Builtling /Public Works Depl. 725 � WTM �1, IE 200 BELLEVUE, WA 98006 SHEETL2 OF 5 N N NINIA A L �z� +n F i "z z .- _ tJ 0 n D Z Z C 3 ca m n y t�J �C Z 1 = O -� ca z m 7 m F i "z z .- _ tJ 0 n D Z Z C 3 ca m n y t�J �C 1 = O w 0 0 U W J LL w Q Z W W 0 O V i X z O z Y J a m Pn ko 0 0 U a. O N N E \ a� 0 0 ao to c7i c c 0 kD °o W i z uj 0 15 30 60 �' �:`�'.r _ , :,rte- f�.J11 �.at�_ —•:: —• . I I 46 I TRACT A LANDSCAPE PLANTING PLAN, LEGEND AND CONSTRUCTION DETAILS FOR 5 FT. WIDE SOFT SURFACE WALKING PATH, TYPICAL. PATH LAYOUT TO BE LOCATED BY WETLAND BIOLOGIST TO SAVE AND PROTECT EXISTING VEGETATION SEE LEGEND SHOWN ON SHEETS L 1 & L2 FOR VEGETATION SHOWN WITHIN ROW ON THIS SHEET. En _ "1* own ■rr_rrrr.. ON 0=, �MIlIZ 0 5 TREAAd +BUFFER � I ( 75 STREAM BU F'+ 1 Q + BUFFER FESIORAMON � SP TRACT + + + ui i �,7 0g= 0 - + + + � \ � ���+ f + + + + NO RANTING OR BUFFER AND EN JlLll +\ ± + +\ \ +� sir o� + + 39 L /`FT. SOFT SURFACE \ ` �- -�- o � -i- �- \ \ \� \ -�- -i- -}- -� WALKING PATH ���\ ��+) + +\ \\4\- \ + + i- + + 6 Ff. BENCH i--' -+- �- \\ \��k + + + + + \ I i %\\ L J VIfEA1r1 RA-T'Zf1 \ \ \J�, + + + + T � ' IT FEBIORATION ROAbW sfw� /urn �►cr c � sir ors + + \��,� + + + + + � Tmar MATCHUNE: SEE SHEET L4 SOFT S„oF.CE \IATCDIA� ,.. MN CIF 11�11E W/A CF 1}f M/4 OF SEC. 15 TW. 23 M, RCS 5 EAST, W. M CffY OF FEVOR lQNG CIOUNW, STALE Cl= WA%#*,GrCN S E 2ND PL. ------------ - _ ___________ ___ __; i NOTE: 1. SEE SHEET L 1 FOR LANDSCAPE PLANTING PLAN (NORTHWEST PROJECT AREA), PLANTING LEGEND FOR R.O.W., LOTS, TRACT E AND GENERAL LANDSCAPE PLANTING NOTES. 2. SEE SHEET L2 SEE FOR LANDSCAPE PLANTING PLAN (SOUTHWEST PROJECT AREA), PLANTING LEGEND FOR R.O.W., LOTS. TRACT E AND STREET TREE DETAILS. 3. SEE THIS SHEET FOR LANDSCAPE PLANTING PLAN OF TRACT 'A' NATIVE OPEN SPACE AREA (NORTHEAST PROJECT AREA), TRACT A PLANTING LEGEND AND LANDSCAPE RECREATION CONSTRUCTION DETAILS. 4. SEE SHEET L4 FOR LANDSCAPE PLANTING PLAN OF TRACT 'A & B' NATIVE OPEN SPACE, STORM POND (SOUTHEAST PROJECT AREA) AND TRACT B PLANTING / HYDROSEED LEGEND. 5. SEE SHEET L5 FOR LANDSCAPE PLANTING SPECIFICATION NOTES AND PLANTING DETAILS. 8' MAX. WIDTH U E L 2X MAX. CROWN /CROSS SLOPE ALL EDGES TO BE "TAMPED" AT 45 DEGREE ANGLE FOR SMOOTH EDGING FINISH GRADE -III` COMPACT SUBGRADE 95% (NATIVE SOIL) LANDSCAPE FABRIC BERRIER LAWN SUPPORT SYSTEM - GRASSPAVE2 (IF NECESSARY FOR SOFT SURFACE STABILITY) NOTE: PATH TO COMPLY WITH ADA STANDARDS. MATCH ELEVATION OF CONCRETE PAVING AND /OR HEADER SOFT SURFACE PATH SECTION NOT TO SCALE CITY OF RENTON DEPARTMENT OF PUBLIC WORKS APPROVED BY DATE 3 REVISED PER CITY REVIEW APPROVED BY DATE 2 REVISED PER CITY REVIEW 1 REVISED PER CITY REVIEW APPROVED BY DATE APPAOVfl BY DATE N0. REVISION N TRACT A= LANDSCAPE BUFFER ENHANCEMENT PLANT MATERIAL EGEND SIZE SYMBOL BOTANICAL /COMMON NAMES CONDITION SPACING O. REMARKS STAKE & GUY ONE GROWING SEASON; NURSERY GROWN FOR STREET TREE USE, BRANCHED 6' TO REMAIN, SAVE AND PROTECT FULL AND BUSHY FULL AND BUSHY RANDOM GROUPINGS OF 5 TO 17, ODD NUMBERS ONLY, HOLD 16" FROM BORDERS, SHRUBS AND TREES TO BE SELECTED BY OWNER NOTE: PLANT QUANTITIES WITHIN THE ABOVE LEGEND ARE FOR CITY AND LANDSCAPE CONTRACTOR'S REFERENCE ONLY. PLANT SYMBOLS SHOWN ON PLANKS) SUPERSEDES PLANT OUANITITIES NOTED IN LEGEND. ' )SH TO POST W _ O 7: A POST ql_n" n r ueY " c6" CAP SOLID 6 Ff. WOOD FENCE NOT TO SCALE NATIVE TREES: SURVEYED: BCE W U D CORNUS KOUSA 'CHINENSIS' / 1.5" CAL. AS SHOWN 01 MIK CHINESE KOUSA DOGWOOD B & B MIK MK MIK (5 STREET TREES ALONG SE 2ND PLACE ROW NOTED BJT CHECKED: GWP BY DATE WITHIN ROW LEGEND SHOWN ON SHEET L1 dt L2) m x Q �Z O O EXISTING TREE(S) m Q NATIVE SHRUBS: 00 Z Z Cc Z CORNUS ALBA 'ELEGANTISSIMA' / 18" HT. MIN. AS SHOWN 05 (V VARIEGATED RED -TWIG DOGWOOD 2 GAL. MIN. I n W Z 0Z 0 SPIRAEA NIPPONICA 'SNOWMOUND' / 18" HT. MIN. AS SHOWN 05 SNOWMOUND SPIREA 2 GAL. MIN. W (V 00 GROUNDCOVER: N N J V ARCTOSTAPHYLOS LAVA -URSI / 50% 1 GALLON 24" O.C. AS REO'D KINNIKINNICK GAULTERI A SHALLON / 15% 1 GALLON 24" O.C. AS REO'D SALAL MAHONIA REPENS / 35% 1 GALLON 24" O.C. AS REO'D CREEPING MAHONIA STREAM BUFFER & BUFFER RESTORATION (BY OTHERS) MISC: � 6 FOOT WOOD BENCH W/ BACK 1 STAKE & GUY ONE GROWING SEASON; NURSERY GROWN FOR STREET TREE USE, BRANCHED 6' TO REMAIN, SAVE AND PROTECT FULL AND BUSHY FULL AND BUSHY RANDOM GROUPINGS OF 5 TO 17, ODD NUMBERS ONLY, HOLD 16" FROM BORDERS, SHRUBS AND TREES TO BE SELECTED BY OWNER NOTE: PLANT QUANTITIES WITHIN THE ABOVE LEGEND ARE FOR CITY AND LANDSCAPE CONTRACTOR'S REFERENCE ONLY. PLANT SYMBOLS SHOWN ON PLANKS) SUPERSEDES PLANT OUANITITIES NOTED IN LEGEND. ' )SH TO POST W _ O 7: A POST ql_n" n r ueY " c6" CAP SOLID 6 Ff. WOOD FENCE NOT TO SCALE SCALE: VERT.: N/A ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/1991 DATUM :4r TRIM 1 "x4" CEDAR SLATS; NO SPACING BETWEEN SLATS 4 "x4 "x8' PRESSURE TREATED WOOD POST 1 "x4" TRIM, FLUSH TO POST CONCRETE FOOTING, PITCH TO DRAIN TYPICAL FINISH GRADE STURBED SOIL 12,� � R- 381433 9.EVATION IF Cl T OF RENTON Planning /Building /Public Works Dept. D 0 ' D A • • `, • h STATE OF WASHINGTON REGISTERED DSCAPE JRC_%TECT I. KORVE A TE NO. 1014 (VALID LY WITH SIGNATURE) EXPIRES: 09 /02/16 � SURVEYED: BCE W U D DESIGNED: MIK BJT 4/22/15 MIK RAG 3/30/15 MIK MK MIK 1/15/15 BJT CHECKED: GWP BY DATE APPRD: m SCALE: VERT.: N/A ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/1991 DATUM :4r TRIM 1 "x4" CEDAR SLATS; NO SPACING BETWEEN SLATS 4 "x4 "x8' PRESSURE TREATED WOOD POST 1 "x4" TRIM, FLUSH TO POST CONCRETE FOOTING, PITCH TO DRAIN TYPICAL FINISH GRADE STURBED SOIL 12,� � R- 381433 9.EVATION IF Cl T OF RENTON Planning /Building /Public Works Dept. D 0 ' D A • • `, • h STATE OF WASHINGTON REGISTERED DSCAPE JRC_%TECT I. KORVE A TE NO. 1014 (VALID LY WITH SIGNATURE) EXPIRES: 09 /02/16 � W U D z C Z Z L n Z W a� z m x Q �Z W m Q N O (V 00 Z Z Cc Z 00 to 00 Ww (V 3 I I n W Z 0Z Lei L 0 (V tV W (V 00 Z N N J V Y to 10/08/2014 FIELDBON: "Aw- oRAw" No- SI*13 OF: 5 . z Z Z� z > 0 n D Z 2 C m m n C� C7 v- O �W > O _7= 77 z z C z Z o� z m z m z Z Z� z > 0 n D Z 2 C m m n C� C7 v- O �W > O _7= 77 w 0 0 U W J LL 0 O O w � W z CL c w O Ir U i i x Z 0 C� Y J Q m Pell cD CO cD ao 0 0 U Q_ 0 N N �i E n� 0 0 rn u-i J J M c c o� M co °o W 4% _J LL 2 C TRACT B LANDSCAPE PLANTING PLAN AND NATIVE PLANT MATERIAL / HYDROSEED LEGEND _ m m FOR - a C0PPF_!_..sRWOOD 0 15 30 60 MATCHLINE: SEE SHEET L3 T ROAD D' _ - - -- 20' DWMWAY�; MO llfl.IfY TAACTC ' PROPOSED 6FT. SOLID W000 FENCE. TYPICAL.- o..:.� ' SEE DETAIL, SHEET L3 W � ----------- - - - - -- NATIVES SFIFiU85. TO � I ....: �.......... � INSTALL PER LEGEND POND FENCING. REFER TO o , CIVIL CONSTRUCTION PLANS � W ' FOR ADOfT10NAl INFORMATION I o ! i i i : y :3 era,er s NO? A PART V I: �i EXISTING NATIVE VEGETATION TO ' REMAIN. SAVE AND PROTECT ' EROSION CONTROL HYDROSEED MIX FOR DISTURBED ARE/l5 OUTSIDE OF STORM POND � 1 ........... � j K 1 log I � NOTE: 1. SEE SHEET L 1 FOR LANDSCAPE PLANTING PLAN (NORTHWEST PROJECT AREA), PLANTING LEGEND FOR R.O.W., LOTS, TRACT E AND GENERAL LANDSCAPE PLANTING NOTES. 2. SEE SHEET L2 SEE FOR LANDSCAPE PUNTING PLAN (SOUTHWEST PROJECT AREA), PL/WTING LEGEND FOR R.O.W., LOTS, TRACT E AND STREET TREE DETAILS. 3. SEE SHEET L3 FOR LANDSCAPE PLANTING PLAN OF TRACT 'A' NATIVE OPEN SPACE AREA (NORTHEAST PROJECT AREA), TRACT A PLANTING LEGEND AND LANDSCAPE RECREATION CONSTRUCTION DETAILS. 4. SEE THIS SHEET FOR LANDSCAPE PLANTING PLAN OF TRACT 'A & B' NATIVE OPEN SPACE, STORM POND (SOUTHEAST PROJECT AREA) AND TRACT B PLANTIING MATERIAL / HYDROSEED LEGEND. 5. SEE SHEET L5 FOR LANDSCAPE PLANTING SPECIFICATION NOTES AND PLANTING DETAILS. 1 J Ll11VUJVP'rL UUr F Lf-*, _W_' V� ww I EXISTING VEGETATION. INSTALL NATIVE TREES AND SHRUBS WHERE SHOWN. PM aF TfE MM /4, OF THE A OF SEC. 15 TYW. 23 M, RCS 5 EASE, W. M CfTY OF FENTON, laNG OUNTY, STATE OF WASHINGTCN / I iii /, NATIVE TREES & SHRUBS TO BE INSTALLED PER LEGEND imm =06 SEE REVISED BUFFER ENHANCEMENT PUNS. SHEETS Ml -1 iHRU Ml -L: PREPARED BY: , 'SOUNpV1EW CONSULTANTS. LLC 1� , /+ *4 f+ Jb A. 5o�ll of TRACT R- NATIVE LANDSCAPE PLANT MATERIAL / HYDROSEED LEGEND SIZE cvuani RnTeuirsi / rnuunN NAuFS CONDITION SPACING QTY. HYDROSEED MIXES: UPLAND SEED MIX: EROSION CONTROL SEED MIXTURE (AS SHOWN) WET_ STORAGE SLOT (AS s►iowN) X WEIGHT COUNTRY GREEN TURF FARMS OR EQUIVALENT LOLIUM PERENNE / 45 PERENNIAL RYEGRASS FESTUCA RUBRA / 45 CREEPING RED FESCUE AGROSTIS TENUIS 'HIGHLAND' STRAIN / 10 COLONIAL BENTGRASS SEEDING RATE AT 80- 1201bs / ACRE. MULCH: SHORT TERM PROTECTION (STANDARD WOOD FIBER MULCH) AT 2,000Ibs / ACRE; TACHIFER 40lbs / ACRE (OR HYDROSEED SPECIALIST'S RECOMMENDATIONS) 'E SEED MIX: WETLAND SEED MIXTURE NATIVE TREES: COUNTRY GREEN TURF FARMS OR EQUIVALENT SEASON; FESTUCA ARUNDINACEA / 70 CHAMAECYPARIS NOOTKATENSIS 'PENDULA' 6' HT. MIN. AS SHOWN 03 MEADOW FOXTAIL WEEPING ALASKAN CEDAR B & B 10 SEASIDE BENTGRASS ® CHAMAECYPARIS OBTUSA 'GRACILIS' 6' HT. MIN. AS SHOWN 02 AGROSTIS ALBA OR AGROSTIS GIGANTEA / DWARF HINOKI CYPRESS B & B >< U- SEEDING RATE AT 1001bs / ACRE. MULCH: LONG TERM ° o EXISTING TREE(S) 3:1 SLOPE or STEEPER AT 3,5001b / ACRE (OR HYDROSEED SPECIALIST'S RECOMMENDATIONS) NATIVE SHRUBS /GROUNDCOVER: CN N CN -O Z jSS Z ARCTOSTAPHYLOS X MEDIA / 15% 1 GALLON 36" O.C. AS REQ' N SAME I I w GAULTERIN SHALLON / 50% 1 GALLON 36" O.C. AS REQ' V_ SALAL MAHONA NERVOSA / 35% 1 GALLON 36" O.C. AS REQ' N 00 LONGLEAF MAHONIA STREAM BUFFER & BUFFER RESTORATION: CV q* + (BY OTHERS) MISC: POND FENCE HYDROSEED MIXES: UPLAND SEED MIX: EROSION CONTROL SEED MIXTURE (AS SHOWN) WET_ STORAGE SLOT (AS s►iowN) X WEIGHT COUNTRY GREEN TURF FARMS OR EQUIVALENT LOLIUM PERENNE / 45 PERENNIAL RYEGRASS FESTUCA RUBRA / 45 CREEPING RED FESCUE AGROSTIS TENUIS 'HIGHLAND' STRAIN / 10 COLONIAL BENTGRASS SEEDING RATE AT 80- 1201bs / ACRE. MULCH: SHORT TERM PROTECTION (STANDARD WOOD FIBER MULCH) AT 2,000Ibs / ACRE; TACHIFER 40lbs / ACRE (OR HYDROSEED SPECIALIST'S RECOMMENDATIONS) 'E SEED MIX: WETLAND SEED MIXTURE X WEIGHT COUNTRY GREEN TURF FARMS OR EQUIVALENT SEASON; FESTUCA ARUNDINACEA / 70 TALL FESCUE UN -CUT AGROSTIS PALUSTRIS / 10 MEADOW FOXTAIL GROWING AGROSTIS PALLENS ( ?) / 10 SEASIDE BENTGRASS TO BASE, TRIFOLIUM HYBRIDUM / 5 ALSIKE CLOVER a AGROSTIS ALBA OR AGROSTIS GIGANTEA / 5 REDTOP >< U- SEEDING RATE AT 1001bs / ACRE. MULCH: LONG TERM PROTECTION (FLEX- TERRA) 3:1 SLOPE or STEEPER AT 3,5001b / ACRE (OR HYDROSEED SPECIALIST'S RECOMMENDATIONS) M � REMARKS STAKE & GUY ONE GROWING SEASON; NURSERY GROWN, FULL TO BASE, UN -CUT LEADER STAKE & GUY ONE GROWING SEASON; NURSERY GROWN, FULL TO BASE, UN -CUT LEADER TO REMAIN, SAVE AND PROTECT RANDOM GROUPINGS OF 5 TO 17, ODD NUMBERS ONLY, HOLD 16" FROM BORDERS, AND TREES BLACK VINYL COATED. REFER TO CIVIL CONSTRUCTION PLANS SHEET 13 FOR DETAIL NOTE: PLANT QUANTITIES WITHIN THE ABOVE LEGEND ARE FOR CITY AND LANDSCAPE CONTRACTOR'S REFERENCE ONLY. PLANT SYMBOLS SHOWN ON PLAN(S) SUPERSEDES PLANT QUANTITIES NOTED IN LEGEND. R -38 1 434 �r %11 rL STATE OF WASHINGTON REGISTE ED LINDSCAPE Af 9HITECT I. KORN& TE NO. 1014 NLY (VALID WITH SIGNATURE) EXPIRES: 09 /02/16 .(A 2 D = O � U n -° D Z 0 V) a w Z) Z >< U- Z � W 2 LLJ Q M � CN N CN -O Z jSS Z 00 ca 00 W W N I I w 3 Z V_ !— N 117 CN In Z W } N 00 z LLJ CV q* Y CITY OF RENTON DEPARTMENT OF PUBLIC WORKS SURVEYED: SCALE: a ecE •_ - HORIZONTAL: : N I Dw, 983199 t ,, TY CT B � AND I� , o /os /2o, 4 HORIZ.: 1 —30 -0 }.}.. C I O F1ELDBOOK: DESIGNED: VERT.: N/A COPPERWOOD ift DATE MIK PAGE: APPROVED BY 3 REVISED PER CITY REVIEW BJT 4/22/15 MIK DRAWN: RENTON . APPROVED BY DATE 2 REVISED PER CITY REVIEW RAG 3/30/15 MIK MIK LONE INCH AT .FULL �E DATUM Planning /Building /Public Works Dept. 14725 SE 36TH- ST. 200 DPAWIM NO, AppppiyEp BY DATE 1 REVISED PER CITY REVIEW MIK 1/15/15 BJT cHEC'K�ED -. IF NOT ONE ANC" NO. REVISION BY DATE AP P R APPROVED: SCALE ACCORDINGLY 13ELLEVUE, WA ETL4 °� 5 • APPROVED I Y DATE e jp N NNA Z z 0 D Z 0 Z C m n v� = O _ n -° D i 0 O w < w z w Q- 0 x a- U i i n� X z O z_ Y J Q m ro to w 00 a U a Ln 0 N N E 0 0 v+ J J pell 00 co c .� c Pn 0 0 0 co i z LANDSCAPE PLANTING NOTES AND DETAILS S AW "TEOALS RANTWG N01 t= LAW me" cr man AND RELATED ITEMS NECESSARY TO ACCOMPLISH FMS ALL MATES, LAE�OR, EQION OF OIL, FINISH GRADING, PLACEMENT OF SPECIFIED TREATMENT PRE ION AND H, CLEAN -UP, DEBRIS REMOVAL, AND 90 -DAY P MA�5, F`EMIZER, STAKING. IIiU C IrWNTENAWE. OUALIFICATIONS: KNOWLEDGEABLE IN THE FIELD OF WORK AND LANDSCAPE CONTRACTOR TO BE SKILLED 14i�D A MINIMUM OF FIVE (5) YEARS EXPEf�ENCE INSTALLING SIMILAR W�URISDIOCN pNCTOR TO HAVE FIED WITHIN THE PRESIDING BE LICENSED TO PERFORM THE WORK SPEa JOB CONDITIONS: IT IS THE CONTRACTOR'S RESPONSIBILITY TO REVIEW THE SITE AND REPORT ANY DISCREPANCIES TO THE OWNER OR THE OWNERS REPRESENTATIVES. ALL PLANT MATERIAL AND FINISH GRADES ARE SUBJECT TO APPROVAL BY THE OWNER. PROTECTION: SAVE AND PROTECT ALL EXISTING PLANTINGS SHOWN TO REMAIN. DO NOT PLANT UNTIL OTHER CONSTRUCTION OPERATIONS WHICH CONFLICT HAVE BEEN COMPLETED. IF AN IRRIGATION SYSTEM IS TO BE INSTALLED DO NOT PLANT UNTIL THE SYSTEM HAS BEEN INSTALLED, TESTED, AND APPROVED BY THE OWNER. HANDLE PLANTS WITH CARE - DO NOT DAMAGE OR BREAK ROOT SYSTEM, BARK, OR BRANCHES. REPAIR AND /OR REPLACE ITEMS DAMAGED AS A RESULT OF WORK, OR WORK NOT IN COMPLIANCE WITH PLANS AND SPECIFICATIONS, AS DIRECTED BY OWNER AT NO ADDITIONAL COST TO THE OWNER. REPAIR OF EXISTING PLANTINGS: DURING THE COURSE OF WORK, REPAIR ALL EXISTING PLANTING AREAS BY PRUNING DEAD GROWTH, RE- ESTABLISHING FINISH GRADE AND RE- MULCHING TO SPECIFIED DEPTH. GUARANTEE: GUARANTEE ALL PLANT MATERIAL FOR A PERIOD OF ONE YEAR FROM DATE OF FINAL ACCEPTANCE OF THE JOB BY OWNER. 90 -DAY MAINTENANCE: CONTRACTOR TO PROVIDE OWNER WITH A SCOPE OF WORK AT TIME OF INITIAL PROJECT BID TO PROVIDE LANDSCAPE AND IRRIGATION MAINTENANCE FOR 90 DAYS FOLLOWING COMPLETION OF PROJECT (ACCEPTANCE) OF FACILITY BY OWNER. WORK TO INCLUDE MAINTENANCE AS DESCRIBED BELOW, IN PLANTING AND IRRIGATION MAINTENANCE. MATERIALS: PLANT MATERIALS: PLANT MATERIALS TO BE GRADE NO. 1, SIZED IN ACCORDANCE WITH (AAN) AMERICAN STANDARDS FOR NURSERY STOCK (ANSI Z60.1- 1996). PRUNE PLANTS RECEIVED FROM THE NURSERY ONLY UPON AUTHORIZATION BY THE LANDSCAPE ARCHITECT. "B & B" INDICATES BALLED AND BURLAPPED; "CONT." INDICATES CONTAINER; "BR" INDICATES BARE ROOT; "CAL" INDICATES CALIPER AT 6" ABOVE SOIL LINE; "GAL" INDICATES GALLON. A) SPECIFIED PLANT CANOPY SIZE OR CALIPER IS THE MINIMUM ACCEPTABLE CONTAINER OR BALL SIZE AND ESTABLISHES MINIMUM PLANT CONDITION TO BE PROVIDED. B) QUALITY: PLANT MATERIAL TO COMPLY WITH STATE AND FEDERAL LAWS FOR DISEASE INSPECTION, PLANTS TO BE FULLY LIVE, VIGOROUS, WELL FORMED, WITH WELL DEVELOPED FIBROUS ROOT SYSTEMS. ROOT BALLS OF PLANTS TO BE SOLID AND FIRMLY HELD TOGETHER, SECURELY CONTAINED AND PROTECTED FROM INJURY AND DESICCATION. PLANTS DETERMINED BY LANDSCAPE ARCHITECT TO HAVE BEEN DAMAGED; HAVE DEFORMITIES OF STEM, BRANCHES, OR ROOTS; LACK SYMMETRY, HAVE MULTIPLE LEADERS OR "Y" CROTCHES LESS THAN 30 DEGREES IN TREES, OR DO NOT MEET SIZE OR ANSI STANDARDS WILL BE REJECTED. PLANT MATERIAL TO BE FROM A SINGLE NURSERY SOURCE FOR EACH SPECIFIED SPECIES /HYBRID. NURSERY SOURCES TO BE THOSE LOCATED IN THE SAME REGION AS THE JOB SITE. C) SUBSTITUTION: NO SUBSTITUTION OF PLANT MATERIAL, SPECIES OR VARIETY, WILL BE PERMITTED UNLESS WRITTEN EVIDENCE IS SUBMITTED TO THE OWNER FROM TWO QUALIFIED PLANT BROKERAGE OFFICES. SUBSTITUTIONS WHICH ARE PERMITTED TO BE IN WRITING FROM THE OWNER AND LANDSCAPE ARCHITECT. THE SPECIFIED SIZE, SPECIES AND NEAREST VARIETY, AS APPROVED, TO BE FURNISHED. SUBSTITUTIONS MAY REQUIRE SUBMITTAL TO REVISED LANDSCAPE PLAN TO CITY FOR APPROVAL. SOIL PREPARATION: TOPSOIL, AMENDMENT, AND BACKFILL, ARE GENERAL REQUIREMENTS FOR ALL LANDSCAPE AREAS, UNLESS NOTED OTHERWISE ON THE PLANS. SOIL AMENDMENTS AND FERTILIZER NOTED BELOW ARE TO BE USED FOR BID PRICE BASIS ONLY. SPECIFIC AMENDMENTS AND FERTILIZERS WILL BE MADE AFTER SOIL SAMPLES ARE LABORATORY TESTED BY THE CONTRACTOR. PROVIDE CHANGE ORDER FOR ADDITIONAL OR REDUCTION OF MATERIALS REQUIRED OR NOT REQUIRED BY THE SOILS REPORT. SOIL FERTILITY AND AGRICULTURAL SUITABILITY ANALYSIS: AFTER ROUGH GRADING AND PRIOR TO SOIL PREPARATION, CONTRACTOR TO OBTAIN TWO REPRESENTATIVE SOIL SAMPLES, FROM LOCATIONS AS DIRECTED BY THE LANDSCAPE ARCHITECT, TO NORTHERN LIGHTS ANALYTICAL & CONSULTING INC. RAVENSDALE WA, TEL. 253 - 653 -5770 OR, EQUIVALENT TESTING LABORATORY, FOR TEST #A05 -2. SUBMIT RESULTS TO LANDSCAPE ARCHITECT FOR REVIEW. TESTS TO INCLUDE FERTILITY AND SUITABILITY ANALYSIS WITH WRITTEN RECOMMENDATIONS FOR SOIL AMENDMENT, FERTILIZER, CONDITIONERS, APPLICATION RATES, AND POST- CONSTRUCTION MAINTENANCE PROGRAM. TESTS TO BE CONTRACTED WITH AND PAID FOR BY THE CONTRACTOR. A) TOPSOIL: CONTRACTOR IS RESPONSIBLE FOR SUPPLYING ALL TOPSOIL AND FOR DETERMINING THE VOLUME OF TOPSOIL REQUIRED PER THE INFORMATION ON PLANS AND NOTED HERE -IN. CONTRACTOR IS RESPONSIBLE FOR ANY NECESSARY WEED CONTROL RESULITNG FROM CONTAMINATED OFF SITE SOURCES. B) TOPSOIL TO CONSIST OF WINTER MIX AS PRODUCED AND REMIXED BY PACIFIC TOPSOILS, INC. WINTER MIX TO CONSIST OF 1/3 BY VOLUME SANDY LOAM, 1/3 BY VOLUME COMPOSTED GARDEN MULCH, AND 1/3 BY VOLUME COARSE WASHED SAND OR EQUIVALENT. AT MINIMUM, TOPSOIL PRODUCTS BROUGHT ON SITE TO CONTAIN AMENDMENTS AS LISTED IN "C ". C) TOPSOIL TO INCLUDE THE FOLLOWING AMENDMENTS AS NECESSARY: THE FOLLOWING AMOUNT PER 1,000 SQUARE FEET: 1. 6 -CUBIC YARDS ORGANIC COMPOST. COMPOST TO BE FREE OR NON -FARM ANIMAL SOURCES, NOR TO BE FROM SOURCES CONTAINING REDWOOD OF CEDAR PRODUCTS. 2. 30- POUNDS NITROFORM (38 -0 -0) 3. 5- POUNDS AMMONIUM SULFATE 4. 40- POUNDS CALCIUM CARBONATE LIMESTONE 5. 40- POUNDS DOLOMITE LIMESTONE 6. 5 -OUNES BORON (AS BORAX) ALL AMENDMENTS TO BE THOROUGHLY MIXED PRIOR TO INCORPORATION INTO TOPSOIL. NOTE: 1. SEE SHEET L1 FOR LANDSCAPE PUNTING PLAN (NORTHWEST PROJECT AREA), PUNTING LEGEND FOR R.O.W., LOTS, TRACT E AND GENERAL LANDSCAPE PLANTING NOTES. 2. SEE SHEET L2 SEE FOR LANDSCAPE PLANTING PLAN (SOUTHWEST PROJECT AREA), PLANTING LEGEND FOR R.O.W.. LOTS, TRACT E AND STREET TREE DETAILS. 3. SEE SHEET L3 FOR LANDSCAPE PLANTING PLAN OF TRACT 'A' NATIVE OPEN SPACE AREA (NORTHEAST PROJECT AREA), TRACT A PLANTING LEGEND AND LANDSCAPE RECREATION CONSTRUCTION DETAILS. 4. SEE SHEET L4 FOR LANDSCAPE PLANTING PLAN OF TRACT 'A & B' NATIVE OPEN SPACE, STORM POND (SOUTHEAST PROJECT AREA), TRACT B PLANTING AND HYDROSEED LEGEND. 5. SEE THIS SHEET FOR LANDSCAPE PLANTING SPECIFICATION NOTES AND PLANTING DETAILS. PM CF IIIIIIIIIIE MM/4 CF THE ffil/4 CF ffiC. 15 T*?. 23 Pl. RCS 5 EAST, W. W CITY OF FlMal KM OOLKN, STATE OF WA%*4GTCN D) PLANTING BACKFILL FOR ALL TREES, SHRUBS, AND GROUNDCOVERS: 1. 0.6 -CUBIC YARDS PER VOLUME TOP %OIL 2. 0.4 -CUBIC YARDS ORGANIC COMPOST 3. 3- POUNDS NITROFORM (38 -0 -0) 4. 1-POUNDS AMMONIUM SULFATE 5. 2- POUNDS CALCIUM CARBONATE LIMESTONE 6. 2- POUNDS DOLOMITE LIMESTONE E) TOPSOIL PREPARATION AND INSTALLATION- 1. VERIFY SUBGRADES TO -7 INCHES IN LANDSCAPE AREAS AND -18/24 INCHES IN PARKING LOT ISLANDS BELOW FINISH ELEVATION, OR AS INDICATED ON PLANS. THIS ACCOMMODATES, TOPSOIL, AMENDMENTS, AND MULCH. 2. ERADICATE ANY SURFACE VEGETATION ROOTED IN THE SUB -GRADE PRIOR TO SUB -GRADE PREPARATION. 3. THOROUGHLY SCARIFY AND RIP ALL LANDSCAPE SUB - GRADES WHICH HAVE BECOME COMPACTED TO A DEPTH OF 12 INCHES WITH MULTIPLE PASSES, 90 DEGREES TO EACH OTHER. SCARIFY AREAS INACCESSIBLE TO MECHANIZED EQUIPMENT AND AROUND EXISTING PLANTINGS NOTED TO REMAIN WITH HAND TOOLS. 4. REMOVE SOIL LUMPS, ROCK, VEGETATION AND /OR DEBRIS LARGER THAN 2 INCHES FROM ALL SUB -GRADE PRIOR TO PLACEMENT OF SPECIFIED TOPSOIL. 5. REMOVE ANY ASPHALT EXTENDING BEYOND 6 INCHES FROM CURBS INTO ADJACENT LANDSCAPE AREAS. 6. PARKING LOT PLANTER ISLANDS TO BE OVER EXCAVATED BY BACKHOE. REMOVE PAVING WASTE, GRAVEL BASE MATERIAL AND UNDERLYING SUBSOIL TO 18 INCHES BELOW TOP OF PAVING. SCARIFY AND OVER EXCAVATE PLANT PIT BOTTOM 12 INCHES TO MINIMIZE STRUCTURAL COMPACTION. F) TOPSOIL PLACEMENT: 1. PROVIDE A TOTAL FINISH COURSE OF 4 INCHES OF TOPSOIL FOR LANDSCAPE AREAS AND 18/24 INCHES IN PARKING LOT ISLANDS. 2. IN ALL LANDSCAPE AREAS, PLACE 2 INCHES (6 INCHES IN PARKING LOT ISLANDS) OF TOPSOIL MIX WITH AMENDMENTS OVER THE PREPARED SUB -GRADE AND THOROUGHLY ROTOTILL WITH MULTIPLE PASSES INTO THE TOP 6 INCHES OF SUB -GRADE FOR A TOTAL DEPTH OF 8 INCHES IN LANDSCAPE AREAS (12 INCHES IN PARKING LOT ISLANDS). PLACE AN ADDITIONAL 2 INCH LIFT OF TOPSOIL, IN ALL LANDSCAPE AREAS AND A MINIMUM 12 INCH LIFT IN ALL PARKING LOT ISLANDS, FOR THE FINAL TOPSOIL DEPTH OF 4 INCHES IN LANDSCAPE AREAS AND 18/24 INCHES IN PARKING LOT ISLANDS. 3. PLACE ADDITIONAL TOPSOIL AND SOIL MIX AS REQUIRED TO MEET FINISH ELEVATIONS. BARK MULCH (TOPDRESSING): ONE- HALF -INCH (1/2 ") SIZE, TO ONE- QUARTER (1/4 "), I.E., "FINE," HEMLOCK /FIR BARK. STAKES: 2 -INCH DIAMETER BY 8 -FOOT MINIMUM LODGEPOLE PINE STAKES. GUY MATERIAL: 1 -INCH WIDE POLYETHYLENE CHAIN LOCK TYPE TIES; OR, 3/8" DIAMETER RUBBER. NO WIRE. LAWN: COMMERCIAL SEED AS NOTED ON PLAN. HERBICIDE: HERBICIDE IS NOT RECOMMENDED FOR THE FIRST YEAR AFTER INSTALLATION. ANTI - DESICCANT: "WILT - PROOF," 48 HOURS PRIOR TO SHIPMENT TO SITE FROM JUNE 1 THROUGH SEPTEMBER. THOROUGHLY ROOT WATER PLANTS PRIOR TO DELIVERY. PLANT MATERIAL DELIVERED TO SITE TO BE KEPT CONTINUALLY MOIST THROUGH INSTALLATION. EXECUTION: FINISH GRADES: FINE GRADE AND REMOVE ROCKS AND FOREIGN OBJECTS OVER 2 INCHES DIAMETER FROM TOP SURFACE OF PREPARED LANDSCAPE AREAS. FINISH ELEVATIONS TO BE DEFINED AS 3 INCHES BELOW CURBS, WALKS AND /OR OTHER ADJACENT HARDSCAPE FOR ALL PLANTING BED AREAS AND 1-INCH BELOW CURBS, WALKS AND /OR OTHER ADJACENT HARDSCAPE FOR ALL LAWN AREAS. FINISH GRADE REFER TO GRADES PRIOR TO INSTALLATION OF MULCH OR LAWN. ALL FINISH GRADES TO BE SMOOTH EVEN GRADES, LIGHTLY COMPACTED, AS SHOWN ON THE PLAN AND DETAILED. PROVIDE POSITIVE DRAINAGE AWAY FROM BUILDINGS AND STRUCTURES. SITE CIVIL DRAWINGS IDENTIFY FINAL ELEVATIONS. TREES AND SHRUBS: ARRANGE TREES AND SHRUBS ON SITE IN PROPOSED LOCATIONS PER DRAWINGS. EXCAVATE PIT, PLANT AND STAKE OR GUY, AS CALLED OUT AND DETAILED. ALL TREES, SHRUBS, AND SUPPORTS TO STAND VERTICAL. BACKFILL SHALL BE PIT SPOILS. SETTLE BACKFILL USING WATER ONLY. NO MECHANICAL COMPACTION. GROUNDCOVERS: EXCAVATE PITS TO A MINIMUM OF 3 INCHES BELOW, AND TWICE THE ROOT BALL DIAMETER. WATER THOROUGHLY AND TAKE CARE TO ENSURE THAT ROOT CROWN IS AT PROPER GRADE, AS DETAILED. MULCH: MULCH ALL LANDSCAPE AREAS NOT COVERED BY LAWN AND /OR SEED. APPLY SUFFICIENT QUANTITY TO PROVIDE A 2 -INCH DEPTH. UTILITY CLEARANCES: FIELD ADJUST PLANT LOCATIONS FOR 8 -FOOT SEPARATION OF TREES /SHRUBS AND 2 -FOOT SEPARATION FOR GROUNDCOVER FROM FIRE HYDRANTS AND UTILITY VAULTS. PLANTING MAINTENANCE: CONTRACTOR TO MAINTAIN PLANTINGS THROUGH COMPLETED INSTALLATION, AND UNTIL ACCEPTANCE OF LANDSCAPE INSTALLATION. PLANTING MAINTENANCE TO INCLUDE WATERING, WEEDING, CULTIVATING, TIGHTENING AND REPAIRING OF TREE GUYS, RESETTING PLANTS TO PROPER GRADES OR POSITION, RE- ESTABLISHING SETTLED GRADES; AND MOWING LAWNS WEEKLY AFTER LAWN ESTABLISHMENT. HERBICIDE IS NOT RECOMMENDED FOR ONE YEAR FOLLOWING LANDSCAPE INSTALLATION. INCLUDED IS REPLACEMENT OF DEAD PLANTS AND PLANTS SHOWING LOSS OF 40 PERCENT OR MORE OF CANOPY. IRRIGATION MAINTENANCE: NEWLY INSTALLED AND /OR EXISTING IRRIGATION SYSTEM(S) SHALL BE MAINTAINED, INCLUDING ADJUSTMENTS FOR BALANCED WATER DISTRIBUTION AND PRECIPITATION. FAILED OR MALFUNCTIONING IRRIGATION EQUIPMENT SHALL BE REPLACED AND /OR CORRECTED. PLANTING AND IRRIGATION MAINTENANCE TO INCLUDE THOSE OPERATIONS NECESSARY TO FOR PROPER GROWTH AND SURVIVAL OF ALL PLANT MATERIALS. CONTRACTOR TO PROVIDE THIS WORK IN ADDITION TO SPECIFIC WARRANTY /GUARANTEES. (2) LODGEPOLE STAKES; TIE AT APPROX. 1/3 TO 1/2 HEIGHT OF TREE WITH FLEXIBLE RUBBER TIE IN FIGURE EIGHT PATTERN. STAKES AND TREE PLUMB 3" DEEP SAUCER FOR WATER 2" DEEP MULCH LAYER REMOVE ALL TIES, WRAP & CONTAINERS. -� FREE PERIMETER ROOTS FROM NURSERY BALL EXCAVATE TREE PIT AT A MIN. OF 2 TIMES DIA. OF ROOTBALL AT BALL CENTER, TAPERING PIT GRADE TO FINISH GRADE PIT SPOILS, NURSERY BALL WASTE BACKFILL SET BALL ON UNDISTURBED SUBGRADE, OR COMPACTED SOIL. O NOTE: LIGHT FERTILIZER OVER PLANTING BED AFTER BACKFILL ONLY; NO FERTILIZER IN PLANTING PIT. WORK PERIMETER ROOTS FREE OF NURSERY BALL. BALL & PIT TO BE COURSELY SCARIFIED. EVERGREEN TREE PLANTING /STAKING DETAIL NOT TO SCALE PRUNE DAMAGED TWIGS AFTER PLANTING PLACE IN VERT. POSITION: DOUBLE LEADERS WILL BE REJECTED NOTE: KEEP ROOTBALL MOIST AND PROTECTED AT ALL TIMES. HOLD CROWN OF ROOTBALL AT OR JUST ABOVE FINISH GRADE. PROTECT TRUNK AND LIMBS FROM INJURY. BACKFILL TO BE SETTLED USING WATER ONLY - NO MECHANICAL COMPACTION. REMOVE ALL WRAP, TIES & CONTAINERS, REGARDLESS OF MATERIAL. (2) LODGEPOLE STAKES, PLUMB WITH ELASTIC CHAIN -LOCK TYPE OR RUBBER GUYS TIED IN FIGURE EIGHT; REMOVE AFTER ONE GROWING SEASON PROTECTIVE WRAPPING DURING SHIPMENT TO SITE AND INSTALLATION REMOVE AT COMPLETION OF PLANTING Z LAWN PLANTING; PROVIDE 3' 0 "NO GRASS" TREE RING AND 2" DEEP MULCH LAYER IN WELL. HOLD BACK FROM TRUNK 8" TO 10" FINISH GRADE .1 PREPARE PLANTING BED PER SPECS; AT MIN., LOSSEN AND MIX SOIL TO 18 OR DEPTH OF ROOTBALL AND 2 TIMES BALL DIAMETER REMOVE ALL WRAP, TIES, AND CONTAINERS SCORE ROOTBALL AND WORK NURSERY SOIL AWAY FROM PERIMETER ROOTS SET BALL ON UNDISTURBED BASE OR COMPACTED MOUND UNDER BALL PENETRATION TO SUBBASE ( +) 24" DECIDUOUS TREE PLANTING /STAKING DETAIL NOT TO SCALE FINISH GRADE AT 2" MULCH LAYER 4:1 SLOPE MAXIMUM 2% SLOPE MINIMUM TOPSOIL AS SPECIFIED CURB PER CIVIL DRAWINGS (WALK FINISH GRADE AT SIMILAR) 3:1 SLOPE MAXIMUM 10:1 SLOPE MINIMUM PREPARED SUBGRADE 1" MAX. 1" MAX. CLEAR • � \ /jam\ /jam\ /jam\ %, SIDEWALK J J„5MM INCH (CURB SIMILAR) PLANTER SECTION DETAIL NOT TO SCALE CITY OF RENTON L 7: Y, z Z Z HORIZONTAL: NAD 1983/1991 DEPARTMENT OF PUBLIC WORKS S"'''E0 BCE HZ.: N/A 3 REVISED PER CITY REVIEW BJT 4/22/15 MIK DESIGNED: MIK DRAWN: VERT.: N/A ` I APPROVED BY DATE APPROVED DATE APPROVED BY DATE APPROVED BY DA TE 2 REVISED PER CITY REVIEW 1 REVISED PER CITY REVIEW N0. REVISION RAG MIK BY 3/30/15 1/15/15 DATE MIK BJT APPR MIK CHECKED: � WT ONE INCH AT FULL SCALE N SC&E ACCORD�WXY DATUM TOPSOIL 2" MULCH LAYER FINISH GRADE LAWN R -38 1 435 SHOVEL -CUT TRANSITION FLAMING BED ADJACENT TO LAWN DETAIL NOT TO SCALE HOLD PLANTS Ff""' EDGE OF PLANT[ AS NOTED ON P BED LINE EDGE CURB /WALK - PLAW MATERAL SPACING DETAL NOT TO SCALE 2" MULCH LAYER SPACING AS CALLED OUT ON PLAN /PLANT LIST -HOLD PLANTS FROM EDGE OF PLANTER AS NOTED ON PLANT LIST NOTE: THIS SPACING APPLIES TO GROUNDCOVER AND FORMAL SHRUB ROW PLACEMENT. BED7 I NOTE: ( REMOVE CONTAINER AND WORK ROOTS FREE OF SOIL. BACKFILL TO BE SETTLED USING WATER ONLY SEE PLANT LIST FOR PLANT SPACING. LEN THAN 1 GALLON i ( I�di (R�NI� �0lE ILLAII PLANTED GROUNDCOVER / SHRUB PLANTING DETAIL NOT TO SCALE MULCH AT CURB DETAIL NOT TO SCALE CITY OF RENTON Planning /Building /Public Works Dept. G� STATE OF WASHINGTON REGISTERED L/'# pSCAPE �►RC�-I�CT WRX 1. KORW TE NO. 1014 (VALSEIRES: Y WITH SIGNATURE) 09 /02/16 .W �4 ` •�� • 10/08/2014 FIELDBOOK: owwr.+G NO- of IAI- ININININIAIA C V L D n L ri • L 7: Y, z Z Z Z O W N ca cn m m � O 0.4 W Z W 2" MULCH LAYER Z > N � g z (V Q rO � N CN 00 • O z 0: Z to 00 w I I W 1 " MAX. TOP OF CURB (V I� Q �' 3 U-) �' In Z tj O Z TO TOP OF MULCH In t Y- 00-%00-1% U-) I W CURB o0 W J_ �4 ` •�� • 10/08/2014 FIELDBOOK: owwr.+G NO- of IAI- ININININIAIA C V L D n L ri • L 7: Y, z Z Z C Y m ca z m m O ID s z Z � z .= z > 0 n D Z Z C m m 7: �= D