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Home My WebLink AboutAlpine Nursery_U15007366_Signed Civil Plans.pdf0 o 0 o CONDI TIONS OF APPROVAL: I THE PROPOSED PRELIMINARY PLAT IS APPROVED SUBJECT TO THE FOLLOWING L(CONDITIONS.- 1. THE APPLICANT SHALL COMPLY WIT74 U177GA77ON MEASURES ISSUED AS PART OF THE Q M/T1GATED DETERM/NA77ON OF NON -SIGNIFICANCE FOR THE PROPOSAL. 2. ALL PROPOSED STREET NAMES SHALL BE APPROVED BY THE CITY. J. ALL LOT CORNERS AT INTERSEC77ONS OF DEDICATED PUBLIC RIGHTS-OF-WAY, EXCEPT ALLEYS, SHALL HAVE MIN/MUM RADIUS OF FIFTEEN FEET (15). 4. SIDE SEWER LINES SHALL BE INSTALLED EIGHT FEET (8) INTO EACH LOT IF SANITARY SEWER MAINS ARE AVAILABLE, OR PROVIDED WITH THE SUBDIVISION DEVELOPMENT. 5. ALL UTILITIES DESIGNED TO SERVE THE SUBDIVISION SHALL BE PLACED UNDERGROUND. >- ANY UTIL177ES INSTALLED /N 774E PARKING STRIP SHALL BE PLACED IN SUCH A MANNER AND DEPTH TO PERMIT THE PLANTING OF TREES. THOSE U77L/T/ES TO BE LOCATED CL BENEATH PAVED SURFACES SHALL BE INSTALLED, INCLUDING ALL SERV/CE CONNECTIONS, W AS APPROVED BY THE DEPARTMENT OF PUBLIC WORKS. SUCH INSTALLA77ON SHALL BE U7 COMPLETED AND APPROVED PRIOR TO THE APPLICA77ON OF ANY SURFACE MATER/AL. EASEMENTS MAY BE REQUIRED FOR THE MAINTENANCE AND OPERATION OF U77LITIES AS SPECIFIED BY THE DEPARTMENT OF PUBLIC WORKS 6. ANY CABLE TV CONDUITS SHALL BE UNDERGROUNDED AT THE SAME TIME AS OTHER z BASIC UTIL177ES ARE INSTALLED TO SERVE EACH LOT. CONDUIT FOR SERVICE CONNECTIONS SHALL BE LAID TO EACH LOT LINE BY APPLICANT AS TO OBVIATE THE NECESSITY FOR DISTURBING THE STREET AREA, INCLUDING SIDEWALKS, OR ALLEY W IMPROVEMENTS WHEN SUCH SERVICE CONNECTIONS ARE EXTENDED TO SERVE ANY Z BUILDING. 174E 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. Q 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 /T IS PROPERLY INSTALLED. Z 774E APPLICANT SHALL INSTALL ALL STREET NAME SIGNS NECESSARY IN THE SUBDIVISION PRIOR TO FINAL PLAT APPROVAL. 8. ALL STRUCTURES PROPOSED FOR REMOVAL SHALL BE DEMOLISHED AND ALL INSPECTIONS COMPLETE PRIOR TO FINAL PLAT APPROVAL. 9. THE APPLICANT SHALL ESTABLISH AND RECORD A PERMANENT AND IRREVOCABLE DEED RESTRICTION ON 774E PROPERTY 77TLE OF THE TREE PROTEC77ON TRACT. SUCH DEED RESTRIC7701V SHALL PROHIBIT DEVELOPMENT, ALTERATION, OR DISTURBANCE W/TH/N THE TRACT EXCEPT FOR THE PURPOSES OF INSTALLING ADMINISTRATOR APPROVED AMENITIES OR HABITAT ENHANCEMENT ACTIVITIES, AS PART OF AN ENHANCEMENT PROJECT, WHICH HAS RECEIVED PRIOR WRITTEN APPROVAL FROM THE CITY. A COVENANT SHALL BE PLACED ON THE TRACT RESTRICTING ITS SEPARATE SALE AND SHALL BE RECORDED PR/0R TO OR CONCURRENT WITH THE RECORDING OF THE FINAL PLAT. 10. THE APPLICANT SHALL PLACE PERMANENT FENCING ON THE PERIMETER OF THE TREE PR07EC77ON TRACT. 77 -IIS SHALL BE ACCOMPLISHED BY INSTALLING A WOOD, SPLIT -RAIL FENCE WITH APPLICABLE SIGNAGE. THE ADMINISTRATOR MAY APPROVE PEDESTRIAN -SIZED OPENINGS FOR THE PURPOSE OF FACILITATING PASSIVE RECREATION WITHIN THE TRACT FOR THE BENEF/T OF THE COMMUNITY. THE ADMINISTRATOR MAY AUTHORIZE ALTERNATE STYLES AND/OR MATERIALS FOR THE REQUIRED FENCING. THE PROPOSED FENCING SHALL BE SUBMITTED TO, AND APPROVED BY, 774E CURRENT PLANNING PROJECT MANAGER PRIOR TO ENGINEERING PERMIT APPROVAL. 11. A STREET MODIFICATION SHALL BE SUBMITTED TO, AND APPROVED BY, THE CURRENT PLANNING PROJECT MANAGER PRIOR TO ENGINEERING PERMIT APPROVAL FOR A MODIFICATION OF THE 160TH AVE SE STREET CROSS SECTION, SOUTH OF ROAD 'A' IN ORDER TO REALIGN THE EXTENSION OF 160774 AVE SE TO THE WEST. 12. A STREET MODIFICATION SHALL BE SUBMITTED TO, AND APPROVED BY, THE CURRENT PLANNING PROJECT MANAGER, PRIOR TO ENGINEERING PERMIT APPROVAL, FOR A M00IFICA77ON TO REDUCE THE REQUIRED RIGHT-OF-WAY INDTH OF ROAD 'A' FROM 53 FEET TO 47 FEET. 13. THE APPLICANT SHALL BE REQUIRED TO RECORD A PUBLIC ACCESS EASEMENT ACROSS THE PROPOSED SOFT SURFACE TRAIL EXTENDED FROM THE TERMINATION OF 160THAVE SE SIDEWALK, THROUGH THE PROPOSED TREE RETEN77ON TRACT (TRACT 'C'), TO 161ST AVE SE. THE EASEMENT SHALL BE RECORDED PRIOR TO, OR CONCURRENT WITH, THE RECORDING OF THE FINAL PLAT. 14. A COVENANT SHALL BE RECORDED ON THE FACE OF THE PLAT RESTRICTING VEHICULAR ACCESS FOR PROPOSED LOTS 17-20 TO THE PROPOSED PUBLIC ALLEY/UNNAMED ROAD AND PROPOSED LOTS 1-8, 21-27 FROM ROAD 'B" ADDITIONALLY, PROPOSED LOTS 17-20'S FRONT YARDS AND FRONT FA2ADE/ELEVATIONS SHALL BE ORIENTED TO THE NORTH (SE 144TH ST). 15. THE APPLICANT SHALL BE REQUIRED TO CREATE A HOMEOWNERS' ASSOCIA77ON AND MAINTENANCE AGREEMENT(S) FOR THE SHARED UTILITIES, STORMWA7ER FAC/LIT/ES, 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 SERV/CES SEC 770M PRIOR TO THE RECORDING OF THE FINAL PLAT. DATED THIS 6TH DAY OF APRIL, 2015. CITY OF RENTON HEARING EXAMINER SEPA CONDI TIONS OF APPROVAL: 1. ALL EARTHWORK PERFORMED, IMPLEMENTED BY THE APPLICANT, SHALL BE CONSISTENT WITH THE RECOMMENDATIONS OF THE GEOTECHNICAL REPORT, PREPARED BY EARTH SOLUTIONS NW, DATED JUNE 5, 2014 OR AN ALTERNATE REPORT APPROVED BY 774E C/TYS PLAN REVIEWER. 2. ADDITIONAL SECONDARY REVIEW /S REQUIRED FOR THE PROPOSED 7-8 FOOT STORMWATER POND WALL DURING THE FINAL ENGINEERING DESIGN WHICH INCLUDES HYDRO -GEOTECHNICAL EVALUATIONS FOR BUOYANCY AND LINING, STRUCTURAL REVIEW AND WALL DRAINAGE RELIEF AGAINST POTEN77AL HYDROSTATIC PRESSURES. THE SECONDARY REVIEW SHALL BE CONDUCTED BY AN INDEPENDENT REVIEWER SELECTED BY THE CITY AT THE APPLICANT'S EXPENSE AND SHALL BE APPROVED BY 774E CI TY S PLAN REVIEWER PRIOR TO ENGINEERING PLAN APPROVAL. 3. 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 INSPEC770MIM0NITORING REPORTS SHALL IDENTIFY ANY RETAINED TREES THAT DEVELOP PROBLEMS DUE TO CHANGING SITE CONDITIONS AND PRESCRIBE M/77GATION. 4. THE APPLICANT SHALL SUBMIT A REVISED TRAFFIC STUDY INCLUDING AN ANALYSIS OF IMPACTS CAUSED BY THE PROPOSED DEVELOPMENT TO THE 156TH AVE SE/SEL44TH ST AND THE 156TH AVENUE SE/SE 142ND STYEET INTERSEC77ONS AND RECOMMEND APPROPRIATE MITIGATION AS NECESSARY. THE REVISED STUDY SHALL BE SUBMITTED TO/APPROVED BY THE CITY'S PLAN REVIEWER, AND APPLICABLE MITIGATION SHALL BE INCORPORATED IN THE PROPOSAL, PRIOR TO ENGINEERING PERMIT APPROVAL. THE APPLICANT SHALL ALSO BE RESPONSIBLE FOR PAYING 774E/R FAIR SHARE OF THE COST OF A NEW SIGNAL TO BE INSTALLED AT THE 156TH AVENUE SE/SE 142ND STREET INTERSECTION BASED ON ANY NEW PM PEAK HOUR TRIPS GENERATED FROM THE SUBDIWS/ON. THE FEE WILL BE BASED ON NEW PM PEAK HOUR TRIPS/1, 310 TOTAL PM PEAK HOUR TRIPS X.$500, 000 (COST OF NEW SIGNAL) AND SHALL BE PAID PRIOR TO 774E RECORDING OF THE FINAL PLAT. Call 2 Working Days Before You Dig 811 Utilities Underground Location Center (ID,lVlT,ND,OR,WA) NE 1/4 SECTION 23, TOWNSHIP 23 N. RANGE 5 E, W.M. ALPINE NURSERY LEGAL DESCRIPTION: PROJECT lNFORMA770N: SHEET INDEX SPIRY PARCEL: TOTAL EXIS77NG SITE AREA: 419,829 S.F. (9.638 ACRES) Cl 1 OF 42 COVER SHEET SS9 39 OF 42 SEWER EXTENSION PLAN & PROFILE - 161ST AVE SE SS10 40 OF 42 C2 2 OF 42 EXISTING TOPOGRAPHY THAT POR77ON OF THE NORTH HALF OF THE NORTHEAST QUARTER OF THE NOR774EAST QUARTER OF SECTION 23, TOTAL PROJECT AREA: 435,880 S.F. (10.0 ACRES) C3 3 OF 42 HORIZONTAL AND VER77CAL CONTROL PLAN TOWNSHIP 23 NORTH RANGE 5 EAST, W. M., IN KING COUNTY, WASHINGTON, DESCRIBED AS FOLLOWS. LANDSCAPE PLAN CENTER L-4 4 OF 6 C4 4 OF 42 HORIZONTAL AND VER77CAL CONTROL TABLES BEGINNING AT A PO/NT ON THE NORTH BOUNDARY LINE OF SAID SECTION, WHERE IT /S INTERSECTED BY A LINE 560 S1 TE ADDRESS: 16023 SE 144TH ST & C5 C6 5 OF 42 6 OF 42 TREE RETENTION PLAN TREE RETENTION TABLE FEET WEST OF, AS MEASURED AT RIGHT ANGLES TO, AND PARALLEL WITH THE EAST BOUNDARY LINE OF THE /LLUM/NAT70N DETAILS 1460914625 161ST AVE SE/ 07 7 OF 42 CLEARING AND TESC PLAN NORTHEAST QUARTER OF THE NORTHEAST QUARTER OF SAID SECTION; THENCE, ALONG THE NORTH BOUNDARY LINE OF (425) 827-3063 RENTON, WASHINGTON C8 8 OF 42 TESC NOTES AND DETAILS SAID SECTION, NORTH 8751'56" WEST 269.95 FEET TO THE TRUE POINT OF BEGINNING OF THE TRACT HEREIN CONTACT: STEPHEN J. SCHREI, P.L. S .................................................. C9 9 OF 42 GRADING PLAN DESCRIBED; THENCE, AT RIGHT ANGLES THERETO, SOUTH 2108'04" WEST 109.17 FEET TO A POINT OF CURVE, • THENCE, TAX PARCEL NUMBERS: 232305-9044, 232305-9099, C10 10 OF 42 ADA RAMP DETAILS ALONG A CURVE TO THE RIGHT WI7H OF RADIUS OF 300 FEET, 116.57 FEET TO A POINT OF TANGENCY • THENCE, ALONG SCOTT S. RIEGEL, L.G., L.E.G. 2323205-9167 Cll 11 OF 42 ADA RAMP DETAILS SAID TANGENT LINE, SOUTH 2423'50" WEST 91.66 FEET TO A POINT OF CURVE, • THENCE, ALONG A CURVE TO THE LEFT NE 1707W LANE ................................................. C12 12 OF 42 ADA RAMP AND CUL-DE-SAC DETAILS WITH A RADIUS OF 300 FEET, A DISTANCE OF 171.59 FEET TO A POINT OF TANGENCY- THENCE, ALONG SAID TANGENT PROPOSED NUMBER OF LOTS- 27 C13 13 OF 42 ROAD AND STREET SIGN DETAILS LINE, SOUTH 82230" EAST 193.86 FEET TO A POINT ON THE SOUTH BOUNDARY LINE OF SAID NORTH HALF OF THE NE 124774 STREET, SU17E 590 .................................................. C14 14 OF 42 ROAD SECTIONS NORTHEAST QUARTER OF THE NORTHEAST QUARTER OF SAID SECTION, FROM WH/CH POINT THE SOUTHEAST CORNER EX/STING/PROPOSED ZONING: R4 C15 1 F 4 5 O 2 ROAD O 0 AN D STORM DRAINAGE PLAN THEREOF BEARS SOUTH 8723'07" EAST A DISTANCE OF 878.20 FEET; THENCE, NORTH 8723'07" WEST, ALONG THE SAID C16 16 OF 42 STORM STUB TABLE AND NOTES SOUTH BOUNDARY LINE, 435.56 FEET TO THE SOUTHWEST CORNER OF SAID NORTH HALF OF THE NORTHEAST QUARTER DENSITY PROPOSED/PERMITTED: 3.80/4.49 C 17 17 F 4 O 2 R AN STORM DRAINAGE PLAN & PROFILE- SE 144TH ST ROAD D OF THE NORTHEAST QUARTER OF SAID SECTION; THENCE, ALONG THE WEST BOUNDARY LINE THEREOF, NORTH 1-44J7" C18 18 OF 42 ROAD AND STORM DRAINAGE PLAN & PROFILE - 160TH AVE SE EAST 663.02 FEET TO THE NORTHWEST CORNER THEREOF, • THENCE SOUTH 8751 56" EAST 479.12 FEET TO THE TRUE TRACT 'B'"• STORM DRAINAGE TRACT C19 19 OF 42 ROAD AND STORM DRAINAGE PLAN & PROF/LE - TH AVE SE POINT OF BEG/NN/NG; 26,145 S.F. (0.600 ACRES) C20 20 OF 42 ROAD AND STORM DRAINAGE PLAN &PROFILE - SEE145TH PLL 'B" C21 21 OF 42 ROAD AND STORM DRAINAGE PLAN & PROFILE - ROAD EXCEPT ROAD RIGHT OF WAYS; AND LAND IN CRI77CAL AREAS: 0 S. F. C22 22 OF 42 ROAD AND STORM DRAINAGE PLAN & PROFILE - ROAD "A" C23 23 OF 42 ROAD AND STORM DRAINAGE PLAN & PROFILE - ROAD "A" EXCEPT THE EAST 70 FEET OF THE WEST 100 FEET OF THE NORTH 140 FEET THEREOF( LYING SOUTH OF SOUTHEAST LAND IN CRI77CAL AREAS BUFFERS: 0 S. F. C24 C25 24 OF 42 25 OF 42 ROAD AND STORM DRAINAGE PLAN & PROFILE - 161ST AVE SE ROAD AND STORM DRAINAGE PLAN & PROFILE - 161ST AVE SE 144TH STREET). C26 26 OF 42 ROAD AND STORM DRAINAGE PLAN & PROFILE - 161ST AVE SE (ALSO BEING KNOWN AS A POR77ON OF TRACT 4 IN EKSTROMS FIVE ACRE TRACTS, ACCORDING TO THE UNRECORDED LAND IN PUBLICLY DEDICATED STREE IS. • 110,720 S.F. (2.542 ACRES) C27 27 OF 42 STORM DRAINAGE PLAN & PROFILE - TRACT "B" PLAT THEREOF).C28 LAND IN PRI VA 7E ACCESS EASEMENTS. 0 S.F. C29 28 OF 42 29 OF 42 STORM DRAINAGE DETAILS WET B/OF/L TRA TION SWALE DETAILS BOYER PARCEL 30 OF 42 POND CROSS SEC77ONS & DETAILS SEWER DISTRICT CITY OF REN TON SSI R 31 OF 42 SEWER EXTENSION PARCEL A: SS2 32 OF 42 SEWER EXTENSION PLAN & PROFILE - 160TH AVE SE THAT PORTION OF THE NORTH HALF OF THE SOUTH HALF OF THE NORTHEAST QUARTER OF THE NORTHEAST QUARTER WATER DIS TRIC T.• WATER DISTRICT 90 SS3 33 OF 42 SEWER EXTENSION PLAN & PROFILE - SE 145TH PL OF SEC77ON 23, TOWNSHIP 23 NORTH, RANGE 5 EAST, W. M., IN KING COUNTY, WASHINGTON, DESCRIBED AS FOLLOWS:SS4 SCHOOL DISTRICT ISSAQUAH #411 SS5 34 OF 42 35 OF 42 SEWER EXTENSION PLAN & PROF/LE - ROAD 8" SEWER EXTENSION PLAN & PROFILE - 161ST AVE SE BEGINNING AT A POINT 165.56 FEET EAST OF THE NORTHWEST CORNER OF SAID NORTH HALF, THENCE SOUTH 14437" WEST 135.75 FEET; THENCE SOUTH 872J'07". EAST 294.30 FEET, • THENCE NORTH 822'30" WEST 138.27 FEET TO NORTH LANE OF SAID SUBDIVISION; THENCE NORTH 8723'07" WEST 270 FEET TO THE POINT OF BEGINNING; €BEING KNOWN AS A PORTION OF TRACT 18 OF ECKSTROM'S ACRE TRACTS, ACCORDING TO THE UNRECORDED PLAT THEREOF) PARCEL B.• THAT PORTION OF THE NORTH HALF OF THE SOUTH HALF OF THE NORTHEAST QUARTER OF THE NORTHEAST QUARTER OF SECTION 23, TOWNSHIP 23 NORTH, RANGE 5 EAST, W. M., IN KING COUNTY, WASHINGTON, DESCRIBED AS FOLLOWS: BEGINNING AT A POINT ON THE WEST LINE OF SAID SOUTH HALF OF THE NORTHEAST QUARTER OF THE NORTHEAST QUARTER DISTANCE NORTH 1-44J7" EAST 30.01 FEET FROM THE SOUTHWEST CORNER THEREOF, • THENCE SOUTH 86 54'29".• EAST ALONG A LINE 30 FEET NORTH OF AND PARALLEL TO THE SOUTH LINE OF SAID SOUTH HALF OF THE NORTHEAST QUARTER OF THE NORTHEAST QUARTER, 305.11 FEET TO A POINT OF CURVE, THENCE ALONG A CURVE TO THE LEFT, HAVING A RADIUS OF 200 FEET, A DISTANCE OF 354.19 FEET TO A POINT OF TANGENCY, • THENCE NORTH 8 22'30" WEST ALONG SAID TANGENT LINE 65.01 FEET TO THE TRUE POINT OF BEGINNING; THENCE CON77NUING NORTH 822'30" WEST 339.76 FEET TO THE NORTH LINE OF SAID NORTH HALF; THENCE NORTH 8723'07" WEST 435.56 FEET TO THE NORTHWEST CORNER OF SAID NORTH HALF, • THENCE SOUTH 1'44'37" WEST ALONG THE WEST LINE 331.51 FEET TO THE SOUTHWEST CORNER OF SAID NORTH HALF, • THENCE ALONG THE SOUTH LINE OF SAID NORTH HALF, SOUTH 87'08'48" EAST 49530 FEET TO THE TRUE POINT OF BEGINNING,• EXCEPT THAT PORTION DESCRIBED AS FOLLOWS.• THAT PORTION OF NORTH HALF OF THE SOUTH HALF OF THE NORTHEAST QUARTER OF THE NORTHEAST QUARTER OF SECTION 23, TOWNSHIP 23 NORTH, RANGE 5 EAST, W. M., IN KING COUNTY, WASHINGTON, DESCRIBED AS FOLLOWS: BEGINNING AT A POINT 165.56 FEET EAST OF THE NORTHWEST CORNER OF SAID NORTH HALF, • THENCE SOUTH 1 4437" WEST 135.75 FEET; THENCE SOUTH 8723'07" EAST 294.30 FEET, • THENCE NORTH 822'30" WEST 138.27 FEET TO NORTH LANE OF SAID SUBDIVISION; THENCE NORTH 8723'07" WEST 270 FEET TO THE POINT OF BEGINNING, [BE/NG KNOWN AS A POR77ON OF TRACT 18 OF ECKSTROM'S ACRE TRACTS, ACCORDING THE UNRECORDED PLAT THEREOF). VERTICAL DA TUM: NAW 88, PER CITY OF RENTON VERTICAL CONTROL. HORIZON TA DA TUM: NAD 1983/91 PER CITY OF RENTON MONUMENTS. BENCHMARK: 1. CITY OF RENTON CONTROL POINT N0, 2127.• FOUND PUNCHED 1-1/2" BRASS DISK /N CONCRETE MONUMENT DOWN 0.8 IN MONUMENT CASE AT THE INTERSEC77ON OF THE CENTERLINE OF 148TH PLACE SE. AND SE. 142ND STREET, ELEVATION = 363.697 FEET. 2. CITY OF REN TON CONTROL POINT NO. 1852: FOUND PUNCHED 3" BRASS SURFACE DISK AT THE INTERSEC77ON OF THE CENTERLINE OF NE. 47H STREET AND 148TH AVENUE SE., ELEVA77ON = 454.769 FEET. REFERENCES: 1. SEC77ON SUBDIVISION OF THE NORTHEAST QUARTER OF SECTION 23-23-05 BY MEAD GILMAN AND ASSOCIATES DATED MARCH 20, 1969 ON FILE WITH THE KING COUNTY ROAD SERVICES D/V/SION'S MAP AND RECORDS CENTER. 2. THE. PLAT OF BR/ARWOOD SOUTH NO, 4 RECORDED /N VOLUME 91 OF PLATS, PAGE 74, UNDER RECORDING NUMBER 6596214. J. THE PLAT OF BR/ARWOOD SOUTH NO. 5 RECORDED /N VOLUME 93 OF PLATS, PAGE 16 UNDER RECORDING NUMBER 6719422 TITLE EXCEPTIONS: AFFECTS THE SPIRY PARCEL: 1. THIS SITE /S SUBJECT TO AN EASEMENT GRANTED TO PUGET SOUND POWER AND LIGHT COMPANY FOR AN ELECTRIC TRANSMISSION LINE AS DISCLOSED BY INSTRUMENT RECORDED UNDER RECORDING NUMBER 3643263. THE LEGAL DESCRIPTION CONTAINED WITHIN SAID INSTRUMENT IS INSUFFICIENT TO DETERMINE THE EASEMENT'S EXACT LOCATION WITHIN THIS SITE. 2. THIS S17E IS SUBJECT TO AN EASEMENT GRANTED TO CHERYL WEBBER-VELDWK FOR AN INGRESS, EGRESS AND DRIVEWAY AS DISCLOSED BY INSTRUMENT RECORDED UNDER RECORDING NUMBER 20131209000053 AND IS SHOWN HEREON. J. THIS SITE /S SUBJECT TO THE RESERVATION AND EXCEPTIONS CONTAINED /N THE DEED RECORDED UNDER RECORDING NUMBER 241250. AFFECTS THE BOYER PARCEL: 1. 77-I/S SITE /S SUBJECT TO AN EASEMENT GRANTED TO PUGET SOUND POWER AND LIGHT COMPANY FOR AN ELECTRIC TRANSMISSION LINE AS DISCLOSED BY INSTRUMENT RECORDED UNDER RECORDING NUMBER 3643263. T14E LEGAL DESCRIPTION CONTAINED WITHIN SAID INSTRUMENT IS INSUFFICIENT TO DETERMINE THE EASEMENT'S EXACT LOCATION WI THIN THIS S/ TE. 2. THIS S17E IS SUBJECT TO THE RESERVA77ON OF THE EAST 30 FEET FOR 774E USE OF 774E PUBLIC FOR PUBLIC ROAD PURPOSES AS RESERVED /N THE DEED RECORDED UNDER RECORDING NUMBER 3309830. 3., THIS SITE /S SUBJECT TO THE RESERVATION AND EXCEPTIONS CONTAINED IN THE DEED RECORDED UNDER RECORDING NUMBER 241250. D.R. STRONG CONSUL TING ENGINEERS ENGINEERS PLANNERS SURVEYORS 620 7THAVENUE, KIRKLAND, WA 98033 0 425 827 3063 F 425 827 2423 1 CIN COMMENTS, REVIEW 1 2 CITY COMMENTS, REVIEW 2 3 MYLARS NO. REVISION STREET PARKING NOTE "NO PARKING" SIGNS ARE TO BE PLACED ALONG THE EAST SIDE OF ROAD "A", NORTH/SOUTH SIDE OF ROAD "B, NORTH/SOUTH SIDE OF SE 1457H PLACE, AND EAST SIDE OF 160TH AVENUE SE. TYPICAL BUILDING SETBACKS UNLESS OTHERWISE NOTED, BUILDING SETBACKS ARE AS FOLLOWS. FRONT YARD SETBACK: 30 FEET SIDE YARD SETBACK: 5 FEET STREET SIDE YARD SETBACK. • 20 FEET REAR SETBACK: 25 FEET SPIRY PARCEL n 1- NORTH BOYER _t PARCEL B I \ /I KEY MAP S56 36 OF 42 SEWER EXTENSION PLAN & PROFILE - ROAD "A" SS7 37 OF 42 SEWER EXTENSION PLAN & PROFILE - ROAD A" SS8 38 OF 42 SEWER EXTENSION PLAN & PROFILE - SEWER EASEMENT SS9 39 OF 42 SEWER EXTENSION PLAN & PROFILE - 161ST AVE SE SS10 40 OF 42 SEWER NOTES AND DETAILS C41 41 OF 42 CHANNELIZATION AND SIGNAGE PLAN C42 42 OF 42 COMPOSITE UTILITY PLAN L-1 1 OF 6 STREET TREE PLAN AND LANDSCAPE NOTES L-2 2 OF 6 LANDSCAPE PLAN NORTH L-3 3 OF 6 LANDSCAPE PLAN CENTER L-4 4 OF 6 LANDSCAPE PLAN SOUTH AND PLANTING DETAILS L-5 5 OF 6 PLANT AND TRAIL DETAILS AND B/OSWALE SOIL SPECIFICA77ONS L-6 6 OF 6 FENCE DETAILS IL 1 OF 4 ILLUM/NA77ON PLAN IL2 2 OF 4 LUMINAIRE AND WIRING SCHEDULES IL3 3 OF 4 /LLUM/NAT70N DETAILS IL3 4 OF 4 /LLUM/NA77ON DETAILS � I I SCALE: AS NOTED ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY VERTICAL: NAVD 1988 HORIZONTAL: NAD -1983/1991 DATUM - CITY OF RENTON Planning/Building/Public Works Dept. C D o A -39/00o I Q P OJE JTI TE SE 144TH in D SE 149TH ST Q 169 SE JONES RO Sf RfNTOry CAVANAUGH D ALLNATURAL AREA EY yyl, MTU03.03.16 1 "=1500' SURVEYED: Sis MAJ 050'23'16 ,MAJ MIU DESIGNED ...:.................. I...........................14509/14625 kW 07.28.16 MN .................................................. (425) 766-3066 OWNER ....................................... WILLIAM & MARILYN SPIRY DRAWN: SE 144-M ST .................................................. RENTON, WASHINGTON 98059 OWNER ....................................... CHECKED:� MAJ ..................................................14609/14625 BY DATE APPR APFROVED: kw SCALE: AS NOTED ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY VERTICAL: NAVD 1988 HORIZONTAL: NAD -1983/1991 DATUM - CITY OF RENTON Planning/Building/Public Works Dept. C D o A -39/00o I Q P OJE JTI TE SE 144TH in D SE 149TH ST Q 169 SE JONES RO Sf RfNTOry CAVANAUGH D ALLNATURAL AREA EY yyl, NORTH GRAPHIC SCALE 01-510 100 200 1 INCH = 100 FT. BASIS OF BEARINGS: N0125'00"W BETWEEN CITY OF RENTON HORIZONTAL CONTROL POINTS 2127 AND 1852. NOTE FOR CER TIFI CA TION OF SUR VEY INFORMA TION THE TOPOGRAPHY AND BOUNDARY SHOWN HEREON IS BASED UPON A FIELD SURVEY BY D.R. STRONG CONSUL 77NG ENGINEERS. BY:DE��_ Date:BY - ------ __(/ e<ak Date: BY: Date: ALPINE NURSERY 1 09.28.15 COVER SHEET PAGE: DRAW/ C1 U150073166 SHEET: 1 OF: 42 DRS PROJECT 740. 14069 A-INININNIAIA VICINITY MAP 1 "=1500' IN o IRT'H PROJECT - CONTACTS: APPLICANT ................................. ROY BOYER ...:.................. I...........................14509/14625 161ST AVE SE .................................................. RENTON, WASHINGTON 98059 .................................................. (425) 766-3066 OWNER ....................................... WILLIAM & MARILYN SPIRY ..................................................16023 SE 144-M ST .................................................. RENTON, WASHINGTON 98059 OWNER ....................................... ROY BOYER ..................................................14609/14625 161ST AVE SE .................................................. RENTON, WASHINGTON 98059 ................................................ (425) 766-3066 CIVIL ENG/NEER/SURVEYOR....... D.R. STRONG CONSULTING ENGINEERS, INC. .................................................. 620 77H A VENUE .................................................. KIRKLAND, WASHINGTON 98033 ..................... I............................ (425) 827-3063 .................................................. CONTACT- MAHER A. JOUDI, P.E. .................................................. MAHER.J0001WRSTRONG.COM .................................................. CONTACT: STEPHEN J. SCHREI, P.L. S .................................................. STEVE. SCHREI®DRSTRONG. COM GEOTECHNICAL ENGINEER ......... EAR714 SOLU77ONS NW, LLC ..................................................1805 136TH PLACE NE, SUITE 201 ................................................... BELLEVUE, WASHINGTON 98005 .................................................. (425) 449-4704 ..................................................CONTACT SCOTT S. RIEGEL, L.G., L.E.G. .................................................. SCOTT R/EGEbC ARTHSOLUTIONSNW. COM LANDSCAPE ARCHITECT............ VARLEY, VARLEY, VARLEY .................................................:12743 NE 1707W LANE ................................................. WOODINWLLE, WASHINGTON 98072 .................................................. (425) 466-9430 .................................................. CONTACT- JEFF VARLEY .................................................. VARLEY_JEFFiMOTMA/L.COM TRAFFIC ENG/NEER..................... TRAFFEX ..................................................11410 NE 124774 STREET, SU17E 590 .................................................. KIRKLAND, WASHINGTON 98034 .................................................. (425) 522-4118 .................................................. CONTACT- VINCE GEGLIA .................................................. VINCEiW WTRAFFEX. COM NORTH GRAPHIC SCALE 01-510 100 200 1 INCH = 100 FT. BASIS OF BEARINGS: N0125'00"W BETWEEN CITY OF RENTON HORIZONTAL CONTROL POINTS 2127 AND 1852. NOTE FOR CER TIFI CA TION OF SUR VEY INFORMA TION THE TOPOGRAPHY AND BOUNDARY SHOWN HEREON IS BASED UPON A FIELD SURVEY BY D.R. STRONG CONSUL 77NG ENGINEERS. BY:DE��_ Date:BY - ------ __(/ e<ak Date: BY: Date: ALPINE NURSERY 1 09.28.15 COVER SHEET PAGE: DRAW/ C1 U150073166 SHEET: 1 OF: 42 DRS PROJECT 740. 14069 A-INININNIAIA . . 00 � N ^ f' NE 1 /4 SEC TION 23, TOWNSHIP 23 N, RANGE 5 E, W. M, T— I" . N � ; n OI N M M M .. O w1 . n z n. 0- ; �� I I . 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''S :` � \ ,:;' a'# � 6N i". � -, & I M j/ / #,,' -x _ `l a FENCE } I€ .:y *\ >•x„€ { j' ,. �`'S `n L. G'? ..% €:e.. C.Z' L.. S .d4: ._ Com' \ Ci..�' L"'E s- .. 1jlj -.77771 '- .. 7. a \ L :; 4< "L,.. a s 953 i N k ✓ ,' -O ; \ a 'nw�s x �. <z GRAVEL ,✓ II �mm i.: w e �. d 1•„""_ ix.. .E. I.0 `" € r"'�L,.. . £13 t�€ ,% Vic, zL.c. € •"" (, '"e ttft, < W - 60TH A I/E� SE - _ - . ..: �v E3 = .. 'th 1 i •z - _ 4 e^; E"d I.E., to„ � `E ,L-- , ER — " /,r ->;_w y CONCRETE -1 x 1. t., cE,_ �,_ « �,,.�,.�_, . , E f'5 ;t yry �qi�tvi�N 3W ^J -;'fy� s a ',,, a. .=- ° 5� c r >> �: •w .{7• ,i.,, €, . WV "°v - a„,<;- .....`.:: �", _......I`='�...,M,f.1.:.�� •.....,„...,:._.. `1 . V/j[ ,(€ ti , ""C`J v, its > , f, .£ , : . , , : < 0 "' ;z:. , . . < , : _ , e , , , , : , 0 T c. 1 €.� tt) r N qA 1 4 1, ✓ 1 cv , : : ,; j I 1 I i# 1 a il_ » , «� " - I : ;€ N 1 :: ^ I'-: N�li h c0 3 z m n^ _ I i A; U ' D >- ' M -O �z .. is Q. fL Z Win V) Ci O '•�' rn V O .- V ad: .''au-'." Z Q Iii 1� 'i �••�� 3`` i.✓ €,.. _# tlk - v <nM om n wnrnro� I call 10) wQ3o $ �z�o '-� I> I# a 11 �tD� Mm Oi Oi mON ONO W I 0 ,�"" �'N>f•- OOH I (� r i II to VO ter, ¢{ ' , o to -z o Z � �VUV mM MM In11 11 11 MO I M-.� 1 ' Zti''°' ?��pW VO GV'JQO - 6��`I�.°��I �'y � �, jj O » p, » Q. N M to ,.2 7. M W in M O? OJ t i< j K. N da a0 -o m iasn m "15 a MYm 5 I NOFRTH N C2 � n II 1 'v w z SUR 1/EYOR'S NO TES VER TICAL DATUM: , ^^N � 1 Pa- 1 N z ' 0 I N � GRAPHIC SCALE r. I N I 1. ALL 77TLE INFORMATION SHOWN ON THIS MAP PERTAINING TO THE SPIRY 2. THIS SURVEY REPRESENTS VISIBLE PHYSICAL IMPROVEMENT COND,77ONS 6. UTILITIES OTHER THAN THOSE SHOWN MAY EXIST ON THIS SITE. ONLY THOSE NAVO 88, PER CITY OF RENTON VERTICAL CONTROL. ' tD PARCEL HAS BEEN EXTRACTED FROM CHICAGO TITLE INSURANCE COMPANY ALTA EXISTING ON DECEMBER 18, 2014. ALL SURVEY CONTROL INDICATED AS FOUND" UTILITIES WITH EVIDENCE OF THEIR INSTALLATION VISIBLE AT GROUND SURFACE �1 4I 111111111111111111111 0 80 COMMITMENT ORDER NO. 0018927-06 DATED JUNE 20, 2014, ALL 7777-E WAS RECOVERED FOR THIS PROJECT IN JULY AND DECEMBER, 2014. ARE SHOWN HEREON. UNDERGROUND UTILITY LOCATIONS SHOWN ARE HORIZONTAL DA TUM: Z) INFORMATION SHOWN ON THIS MAP PERTAINING TO THE BOYER PARCEL HAS APPROXIMATE ONLY. UNDERGROUND CONNEC77ONS ARE SHOWN AS STRAIGHT NAD 1983/91 PER CITY OF RENTON MONUMENTS. i BEEN EXTRACTED FROM CHICAGO TITLE INSURANCE COMPANY ALTA COMMITMENT LINES BETWEEN SURFACE UTILITY LOCAT70NS BUT MAY CONTAIN BENDS OR 1 INCH= 40 FT. 3. PROPERTY AREA = 419,829E SQUARE FEET (9.63791 ACRES). `� ORDER NO. 0018929-06 DATED JUNE 20, 2014. IN PREPARING THIS MAP, D.R. CURVES NOT SHOWN. SOME UNDERGROUND LOCA77ONS SHOWN HEREON MAY I STRONG CONSULTING ENGINEERS INC. HAS CONDUCTED NO INDEPENDENT TITLE 4. ALL DISTANCES ARE IN FEET. HAVE BEEN TAKEN FROM PUBLIC RECORDS. D.R. STRONG CONSUL7NG BASIS OF BEARINGS: RECOMMENDED FOR APPOVAL N, SEARCH NOR /S D.R. STRONG CONSULTING ENGINEERS INC. AWARE OF ANY TITLE ENGINEERS INC. ASSUMES NO LIABILITY FOR THE ACCURACY OF PUBLIC RECORDS. I' "� . a N0125'00"W BETWEEN CITY OF RENTON HORIZONTAL CONTROL POINTS 2127 I- ISSUES AFFECTING THE SURVEYED PROPERTY OTHER THAN THOSE SHOWN ON THE 5. THIS /S A COMBINED FIELD TRAVERSE AND GLOBAL POSITIONING SYS'EM BY: Date: MAP AND DISCLOSED BY REFERENCED CHICAGO TITLE INSURANCE COMPANY AND 1852. SURVEY. A LEICA FIVE SECOND COMBINED ELECTRONIC TOTAL STATION ,IND A o, COMMITMENTS. D.R. STRONG CONSULTING ENGINEERS INC. HAS RELIED WHOLLY ON LEICA SERIES 1200 GLOBAL POSITIONING SYSTEM WERE USED TO MEASURE THE BY: Date: CHICAGO 77TLE COMPANY REPRESENTATIONS OF THE TITLES COND17ION TO ANGULAR AND DISTANCE RELA77ONSH/PS BETWEEN THE CONTROLLING PREPARE THIS SURVEY AND THEREFORE D.R. STRONG CONSULTING ENGINEERS MONUMENTATION AS SHOWN. CLOSURE RATIOS OF THE TRAVERSE MET 0,? =BY: Date: a INC. QUALIFIES THE MAP'S ACCURACY AND COMPLETENESS TO THAT EXTENT. L EXCEEDED THOSE SPECIFIED IN WAC 332-130-090. ALL MEASURING 9 2 y INSTRUMENTS AND EQUIPMENT ARE MAINTAINED IN ADJUSTMENT ACCORDING TO BY: Date: c MANUFACTURERS SPECIFICATIONS. k A. J Q � a WA $N OG,�l SURVEYED: SCALE: VERTICAL: NAVD 1988 DATE: i a 1 CITY COMMENTS, REVIEW 1 MAJ 03.03.16 MAJ � ev SJS HORIZONTAL: NAD 1983,1991 .► ALPINE NURSERY 09.28.15 2 CITY COMMENTS, REVIEW 2 MAJ 05.23.16 MAJ DESIGNED: AS NOTED �� ,.� CITY D.R. STRONG YLP FIELD6°DK: Caii 2 working Days Betore You Dig ♦ CONSUL TING ENGINEERS 3 MYLARs MAJ o�.2s.16 MAJ � RENT 0 N PAGE: 811 Utilities Underground Location Center (ID,MT,ND,OR,WA) 2ijST ,VDI/ ONAL • J ENGINEERS PLANNERS SURVEYORS 620 7TH AVENUE, KIRKLAND, WA 98033 N O . 0425,8273063 F425.827.2423 REVISION DRAWN: YLP CHECKED: BY DATE APPR APPROVED: MAJ ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY EXISTING TOPOGRAPHY Planning/Building/Public Works Dept. C2 OF: 2 42 A U15007366 CD: R-3g000z I DRS PROJECT N0. 14069 IAHNININ N C2 OF: 2 42 A 15 Ld z J 00 ^� N 0 o FOUND CONCRETE MONUMENT -,--< N C) WITH 3" BRASS DISK, DOWN 0 1.1' IN MONUMENT CASE. NE 7/4 SECTION 23, TOWNSHIP 23 N, RANGE 5 E, W.M. ALPINENURSERY STAMPED o I T23Nado I 14 113 - � � I FOUND 4'X4" CONCRETE MONUMENT i WJTH PUNCHED 1-1/4" BRASS DOME LO 23 II 24 0 Z �►) DISK, STAMPED "10195 /Jo , DOWN 0.1' R5E U I + Z IN MONUMENT CASE. Q 1938 o R=300.00' R=303.50' Z j I FOUND 4X4" CONCRETE MONUMENT WITH Q d h 42' A-22754 d=22'15'4 " Z U �'` UNCHED 1-1/4" BRASS DOME DISK, STAMPED --" `- J L=117 93 rn _. co M 30 L�116.57 � p Q' �O � "10195 IJO" DOWN 0.4' 1N MONUMENT CASE. 4. FOUND CONCRETE MONUMENT WITH O N' rn 3 °' _ LEAD AND TACK, DOWN 0.4'1 W �+ ."" o 0+87.78 Z MONUMENT CASE. O (n ,i 00 109 17' N0121'46 E 51+00 o _ I 3 30' RESERVED FOR ROAD m 60+00 - PURPOSES_ ---- 0 O \ N72 56 26 "W 25.50' Q rn PER DEED NO. I4 EE 30.00' N0171'46E 79.17FT 1 l(� 3309830-� / O W / CR -1 59+00 M Q O �� \ FOUND 3/4" IRON PIPE z FOUND CONCRETE MONUMENT o 7O® N?3, ` , LU 30.1'W. OF „�-- 0 22 0 W WI7H LEAD AND TACK, DOWN o� T CR -8 `��3 �' - 58+0 4,31 v 0.9' IN MONUMENT CASE. 0' , 64,17' - 2F \�. FOUND 4'X4" CONCRETE -- 43' +` -_- ' W ° 6 P' 270 00 9 _71\ MONUMENT WITH LEAD AND T � 4S"yV 599 24 ---- �" - - - - ��? L=49.23' 9 8 N?3:3�. X66" TACK, DOWN 0.4' IN 1 c 57+00 N09'OS' 1 79_76 16 1ST A VE SE �� ;� _?� S3X0 �^ MONUMENT CASE. • J� I �- gro$ 48"w 534.36 f - � I F_-Possi�r - - - 9r R=300.00' - ,_ , ---�161ST AVEA NO FOUND TYP ON PRESCR P TI VE RIGHTS R=1 .00' 15 0 66 • Z (TYP) T THE PUBLIC L=2 .87' g?c3 d-32'462 R=296.50' . - i)A 56+00 --- -� , RESUL TI G FROM THE % % g I U%�2 63 L� 171.59 a=32'46 20 _ --'`�8 �' 26- - ry"� 00 �Ty 1A 10 O _ w LONG 7FRM USE AND 11,896 S.F. I �'�` L=169.59' g5+00 ll MAINTENANCE BY KING R=1 0.00' o ( 54f00 - '-` r ; CR -9 53;33 I Z COUNTY. L=2.92' N �+- R= 70.00 ? �- - CR -18 0 rC� --- 5' PRIVATE SEWER J I R=14 .50' I N d I I i- \ L=0.74' \f'3" 9A + 36.72 /� _ EA M€N� I to I I d=16' 649 R=139.Od- 10 59.58 _ ` L= 42 b4' i L=11.34' ` �� ' } _ _ ` r - `1 r ! I I I FOUND 1/2" EBAR WITH `¢�0.5-F 9 �` I I I d I I 9,16 S. F. CAP STAMPED "10195 109,L" Q ^ L----X9.10'----� f I (�\ � R_ ` I Ion K 0.3S.OF .1 '�33 .0p 4.23 / R=20.00' I I o ( I I` o ------- --� I I 6 I I �� L- �T R=330.00' i� L=31.42_ --1 I s�i ( 10 0 10,145 S.F. - - -- 1 � L4'- `D I I I f ^� I I I R=20.00' l }} 7 7 9, 990 S.F. ^ r } r } 8, 765 S.F. � I I I I ---------j , I I I I I � r• _ L=31.42' } `-_ } } 72 � � ( I I I I I I NI 1J` I I - - - - - - _ - - } L 1} } } 8, 089 S F. } ( i - �- 15' SEWER 7V I ((- I I I �I 8,206 S.F. ,� -1 f , } } } o I I I I 8,209 S.F. ( } } I I I I EASEMENT 12,130 S F. I o 73 } } } R=150.00' } (h I L - - - - - - I I I 8,659 S. F. } }} o } A --10'0,5J,3" J N I I I I ko o I I I I I I } } z 14 R=173.50 TRACT "B" o 43.01 STORM DRAINAGE ---J I--------- _1 I---------� } L=19.26' 28.4 28,105 S.F. I _ I 80.00' - - - - + } 80.00' R`fl 81.63 =126.50 I N L=19.14' 0 - 70.00' 83-65' 98.10' 15 ' ------- R=17350' _-------1 r-------- o I F- - - - - - -- 84.15' 69.50' 14.27 83.83 1 w I L=11.30' R=126.50' I ZI I I I N°' N -META/L, T (TYPE 3 N.D.I . .UL=314' LOCA ON j--------- ME I I II SHEET C13 I ( m I I I I 8 � 8095 F 8796F 12,1s�S: F N 14 2L ,33F. 9,1 S. 8,067 S. F. R-350.00'22 8, 008 S. F. ( a I R=376.50' 8,042 S F. k>; I ( ( 4'14'21 " / / n I I) I I i I i Io I I°i I I ( I I 7119_66' - _1 L 25.90'- - - - -� �- I Q I z I �- - o Q I --------J -----R=20.00' --_-.-I �-_------J �--J =376.50' 5 PRIVATESEWER I I I o R= 0.00' I o I I L=3290' L=8.20' EASEMENT N L=31.42' 10' JOINT U77LITY o - I-- --�4"7 - --J R=123.50' )p�" + 19 -------- ---- SE. 144TH STREET AKA ROAD _ - - - - - - EASEMENT (TYP.) - ° N - - - - _ - - _ - gip. °tk NO. 135 PER KING COUNTY, -- -- -- -- ------------ - L=9.14' 62.80' TERRITORY OF WASHINGTON � I - - _ - - - - � I 60.00, 84.15'- - - 83.75' - , 9 12 39.00' - 4.T.90' L=19' � 2 ROAD PE77TION GRANTED W FOUND (TYP) 0.1'S. X I I 38.60' 18 \-15' STORM AUGUST 9, 1884. HELD 30 I R-10 CR -21 EASEMENT FEET FOR HALF STREET RIGHT I 0.1'W. OF PROP CORNI CR -7 I CR -20 20 __\ \ OF WAY PER SECTION 7 OF301006 CR -17 116 34+00 NO3'17'36"W 35+00 N005645"E 167.80 36100 36+ 0.5 R=55.00' Ci THE ACTS OF THE LEGISLA77VE o I 20 I I o -T- - 3_ 1 00 297.00' N00 56'45'E 32+00 ROAD 'A �� 3 +0 13 143.83' - - - - --,- -ffi- L=29.03 ASSEMBL Y OF THE TERRI TORY N o I I o �- - I -' - --- -- - - CR -12 17 / r; 12,240 S.F.I 11 CR -5 5 CR -11 18 CR -19 19 OF WASHINGTON PASSED AT ao I I O 12 13 CR -?5 N1913'15"W 3.It`J'!n o THE SIX7H REGULAR SESSION, I i 17 �� ^T r DECEMBER 6TH, 1858 I I CR -6 14 O TPA V ��l.r �� o FOUND (TYP) 0.0 S X CR -1 15 N _ _ __ �N .- _62.80 48.66' TREE RETEN770 0.1 'W. OF PROP CORNER I I I /00 63.00 45.89'- L - - - 80.00'- - - 43.50 ' 7=16 .� 010.70 `t _ _ _ _ _ _ 34, 735 S F. y'` 30' FRONT YARD - - - - - - - - - - - - 16 R=20.00' R= T - - � ii =323.50 o v SETBACK (TYP.) 6 WATER R=150.00' R=20.00' L=29.94' L=8.20' L=17.00' y- -----I I ---140.00 j0- _ R_LN005645 E + EASEMENT (TYP.) =32.90' - R32.-0' r - - - - --- - 5' PRIVATE 20SREET SIDE =15.73EASEMENT L=8.8' I�` O FOUND 1" IRON PIPE 0.1'S. 3 I YARD SETBACK (TYP.) I I I I I I I I I 1 J'V X 0.1E OF PROP CORNER '+ • I o I I 2 ( I I J� q 6 I 7 g [ I3 4 I '7 co I I°j I 8, 008 S. F. 8,122 S. F 8, 000 S.F.5. F. M 8, 585 S F. ti I 8,128 S F. 8 000 S.F. I 8,738 S.F. R=25.00 22' ACCESS a�►� FOUND I(TYP) 0.1'S. X 0.0E h I h I I I I I I I 8 I o I L=19.1 T EASEMENT 2 OF PRCr CORNER 5' SIDE YARD I I i I I I I ( I o I I 9, 592 S F. I , ±t n n R=12.50' L_ - - - - - - LSETBACK (TYP.) T CTA - - - - - - I I I I I 5' PUBLIC ACCESS OPEN SPACE L=19.63' CR -4 R=20.00' 25' REAR YARD J _ I I EASEMENT ND 56' "E _ L I N 953 SF. I L=31.42' SETBACK (TYP.) °0°2 ��2 - - - L - - - - I `� k �o�o 2 � 63 00' �� 'S�' � ' o R- � - - Call 2 Working Days Before You Dig 811 Utilities Underground Location Center (ID,MT,ND,0R,WA) N0125'00"W BETWEEN CITY OF RENTON HORIZONTAL J0� CONTROL POINTS 2127 AND 1852. 1. CITY OF RENTON CONTROL POINT NO. 2127.• FOUND PUNCHED 1-1/2" BRASS DISK IN CONCRETE M I 3 4 � MONUMENT NUMBER (SEE SHEET C4 FOR DETAILS) 1 INCH = 40 FT. 80.00 DOWN 0.8 IN MONUMENT CASE AT 7HE INTERSECTION OF THE CENTERLINE OF 148TH PLACE SE. AND SE. 142ND STREET, ELEVATION = 363.697 FEET. 80.00' o' 68.70' V -500.00 L=36.99' WITH PUNCHED 1-1/2" -- - J 15' WA CR -2 � C -3 CR -X CURB RETURN NUMBER (SEE SHEET C4 FOR DETAILS) 20 2 19.21' 7 0.19' OF THE CENTERLINE OF NE. 47H STREET AND 148TH AVENUE SE., ELEVATION = 454.769 FEET. �� CITY OE EASEMENT NURSERY Y BASIS OF BEARINGS: REVIEW 2 © ' 0 4o soEmil N -- 30.00' 21 m-�-r- Z+ o -�vi/7AVC o I - + -i -� N005645"E 965.12' CR -14 o CR -13 - - ... 90.25' -" 113 00' I FOUND (TYP) 0.4N. X v N0056'45E 666 43 ' �- - i--- - --1-- - _ -~ "---- - . _ 0.4W. OF PROP CORNER FOUND 1/2" REBAR, NO CAP AT 30' ACCESS o 7 I - _ + -- I -___"------ - �8� 0 -" PROP CORNER EASEMENT R= 473 50' _� r--- d=4'1421 " N05'11 06� _ 29100 �30' L=35.03' I 294.84' �"-- 29+96.22 -�' 0o CONVEYED TO KING COUNTY BY DEED REC. NO. 9109130494 L� '- 30' INGRESS, EGRESS A NO VER T1 CAL DA TUM: ACCESS NO TE: LEGEND: DRIVEWAY EASEMENT RE 30' 00I 30' NO. 20131209000053 NAIAD 88 PER CITY OF RENTON VER77CAL CONTROL VEHICULAR ACCESS FOR PROPOSED LOTS 17-20 ® EXISTING MONUMENT o BENCHMARK: IS RESTRICTED TO THE PROPOSED PUBLIC ALLEY/UNNAMED ROAD B' AND PROPOSED LOTS ® PROPOSED MONUMENT Call 2 Working Days Before You Dig 811 Utilities Underground Location Center (ID,MT,ND,0R,WA) N0125'00"W BETWEEN CITY OF RENTON HORIZONTAL J0� CONTROL POINTS 2127 AND 1852. 1. CITY OF RENTON CONTROL POINT NO. 2127.• FOUND PUNCHED 1-1/2" BRASS DISK IN CONCRETE M I 1- 8, 21-27 FROM ROAD A . ADDITIONALLY,ONUMENT PROPOSED LOTS 17-20'S FRONT YARDS AND ED LOTS 17- 0'S F R � MONUMENT NUMBER (SEE SHEET C4 FOR DETAILS) 1 INCH = 40 FT. FOUND 4" SQUARE CONCRETE MONUMENT DOWN 0.8 IN MONUMENT CASE AT 7HE INTERSECTION OF THE CENTERLINE OF 148TH PLACE SE. AND SE. 142ND STREET, ELEVATION = 363.697 FEET. FRONT SHALL OR/EN7E0 O ADA RAMP NUMBER (SEE SHEET C4 FOR DETAILS) WITH PUNCHED 1-1/2" TO THE NORTH (SE 144TH ST). REVIEW 1 ®�T BRASS DOME DISC, DOWN 2. CITY OF RENTON CONTROL POINT NO. 1852: FOUND PUNCHED 3" BRASS SURFACE DISK AT THE INTERSECRON I�AAJ MAJ CR -X CURB RETURN NUMBER (SEE SHEET C4 FOR DETAILS) 0.6' IN MONUMENT CASE OF THE CENTERLINE OF NE. 47H STREET AND 148TH AVENUE SE., ELEVATION = 454.769 FEET. �� CITY OE GRAPHIC SCALE NURSERY Y BASIS OF BEARINGS: REVIEW 2 ' 0 4o soEmil N -- Call 2 Working Days Before You Dig 811 Utilities Underground Location Center (ID,MT,ND,0R,WA) N0125'00"W BETWEEN CITY OF RENTON HORIZONTAL J0� CONTROL POINTS 2127 AND 1852. m 1 INCH = 40 FT. BY: Date: ao 1 CITY COMMENTS 2 ci7Y COMMENTS. REVIEW 1 MA) MAJ 03.03.16 05 2316 I�AAJ MAJ SURVEYED: WS SCALE: AS NOTED VERTICAL: NAVD ,988 HORIZONTAL: NAD ,9831,99, �� CITY OE , ALPINE NURSERY Y DATE: 09.28.15 REVIEW 2 REVISION DESIGNED: MA! 07.28.16 MAJ YLP DRAWN: CHECKED: MAJ BY DATE AP P R APPROVED: M" >3- RENTON ONE INCH AT FULL SCALE Planning/Building/Public Works Dept. IF NOT ONE INCH SCALE ACCORDINGLY G D o 12,-3-1000 3 HORIZONTAL AND VERTICAL CONTROL PLAN U15007366 DRS PROJECT N0. 14069 IAHN FIELOBOOK: PAGE: DRAWING NO: C3 SHEET: OF: 42 NI NIA A W . Q Z H U W O ry n w TREE RETENTION CALCULA TONS TOTAL TREES ON SURVEY 623 OFFSI TE TREES: 25 TOTAL TREES ON SITE. 598 DEAD, DISEASED OR DANGEROUS TREES: 14 TREES IN RIGHT-OF-WAY- 173 TREES IN PRIVATE ACCESS EASEMENTS/TRACTS: 0 TREES IN CRITICAL AREAS AND BUFFERS: 0 NET TREES: 411 TREES TO BE RETAINED, REQUIRED: (411 X 0.3) = 123.3 TREES TO BE RETAINED, PROPOSED: 124 REQUIRED REPLACEMENT INCHES: 0 TREE LEGEND DEAD, DISEASED OR DANGEROUS TREES (PER ARBORIST REPORT) 1 6-1v' 6 "' ..: TREES TO BE REMOVED TREES TO BE SAVED NE 7/4 SECTION 23, TOWNSHIP 23 N, RANGE 5 E, W.M. ALPINENUR.SERY 111625 {IE Call 2 Working Days Before You Dig 811 Utilities Underground Location Center (ID,MT,ND,OR,WA) D.R. STRONG CONSUL TING ENGINEERS OENGINEERS PLANNERS SURVEYORS 6207TH AVENUE, KIRKLAND, WA 98033 O 425 627 3063 F 425 827 2423 1 CITY COMMENTS REVIEW 1 2 CITY COMMENTS, REVIEW 2 3 MYLARS NO. I REVISION MI1J 03.03.161 SURVEYED: Sis MXI 05.23.16 LW DESIGNED YLP MAJ 07.28.16 MAJ DRAWN: CHECKED: .1 I�II'11J BY DATE APPR APPROVED: Kw SCALE: AS NOTED ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/1991 DATUM >�- CITY OF AN RENTON Planning/Building/Public Works Dept. CD111R-370005 a R-3 90005 NORTH GRAPHIC SCALE 0 20 40 80 1 INCH = 40 FT. 00 RE.QOMMENDED FOR APPOVAL BY: Date: BY: Date: BY: Date: BY: Date: ALPINE NURSERY TREE RETENTION PLAN U15007366 DRS PROJECT NO. 14069 PAGE: 09.28.15 C5 5 OF: 42 w �a Q z u w 0 n, n W AND SEDIMENT CONTROL STANDARDS. z Q r f- W w V) 7 ry 0- 1.00 z �3 Y bi PROVIDED SURFACE AREA.....................2,000 S.F. 10.79 ACRES z_ J n � NOM AND GARAGE. �, ,_� f M �� P F � � E � /5,..BE REMOVED __ =W�?�Fj� � � � `�� Q 0. '0.0. 0 0 3 U 3. W a z Lu I EVSRNG WATER METER TO BE NE 114 SECTION 23 TOWNSHIP 2J N RANGE 5 E WWATER MiTERS W BE.M. RECONNECTED TO PROPOSED 8" Dl #: WATER MAIN (SEE WATER PLANS) x I 1 I i RECONNECTED TO PROPOSED 8" DI WATER MAIN (SEE WATER PLANS)ALPINENURSERY l ...__ lS1NG 7T SIGN REMAIN .. � EXlS71N WATER METER E EXIS77NG lT TO BE REL OCA IEO RECONNECTED TO PROPOSED 8" DI ---- < I WATER MAIN (SEE WATER PLANS r , w f _ / I " ___ ___' \ ✓ RECONNECTED 701 PROPOSED 8" Dl t I \" ( ) w_- E REMOVED XlSI1N 7R T � T � 1 �'-� '° �:. "�' � �°- < ---�-. � ,� \ � WATER MAIN SE WATER PLANS � ; � �w��.. __...,�•-�,,._,_ � � � � Q,•3, ,, X/57�N w�M , X ,.T , \ Ir -' REMAIN � � � . -' -�w _ - w \ _ BER <�. .^ - ; � •--., _ - , ,,,,-.. ' w .. ;:`\ « '•� �'""\w COVED EXIS77NG STRE T SIGN TO i FL- # < � l nNG •L 'rH E 'EINAIN TO:BE OCA TED _ / 13 PEDESTAL P kl 161eST A i%E S � � TO,� R P POLE AVE ED L E V REMAIN• PROTECT POLE D ' G �, : ; :` F „ 161ST at € > CON7RUCnoN - tai"e \ . "� / 1 / j fir\ d 3 :5., f ,� .. `<;' �`,, i, "^ , ._._ ... ._.,,.,,�'` 3 ..---'--- ;,„ ,mow„✓ - � ! 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" . - • �" EXIS77NG PQfNER :PILE I � ,,- . -� �r i' TO :BE RELOCATED �' \ EXISTING PO RPO REMO TO END OF S=f.77% w ` _ TO BE ELOCA7ED\EW77NG POPER POLE AND WOE IMPROVEMENTS -----_ _ t STREET SIGN TO BE RELOCA7E0 gggg E :0 u. CONSTRUCTION SEQUENCE • SEDIMENT TRAP 1 SIZING SUMMARY • NOTES: TESC LEGEND 1. PRE-CONSTRUCT70N MEETING 10. MAINTAIN EROSION CONTROL MEASURES /N THE SEDIMENT 7RAP WAS SIZED USING THE REQUIREMENTS 1. ADDITIONAL EROSION CONTROL MEASURES MAY BE REQUIRED AS DEEMED CONSTRUC77ON LIMITS 2 POST SIGN WITH NAME AND PHONE NUMBER OF ESC ACCORDANCE WITH APPENDIX D OF THE SURFACE STATED IN APPENDIX D' OF THE 2009 KCSWDM SECTION NECESSARY BY COR INSPECTOR. SUPERVISOR (MAY BE CONSOLIDATED WITH THE WATER DES/GN MANUAL AND MANUFACTURERS D.3.5.1 WHICH REQUIRES 2080 S.F. OF SURFACE AREA PER 2. ALL ONSITE EXISTING IMPROVEMENTS TO BE REMOVED. REINFORCED SILT FENCE RECOMMENDA77ONS. CFS OF INFLOW WHICH WAS CALCULATED USING KCRTS (15 REQUIRED NOTICE OF CONSTRUC77ON SIGN). MIN TIME STEPS) TO ANALYZE 7HE DEVELOPED SITE FENCE NOTE: � � STABILIZED CONSTRUCTION EN7RANCE J. FLAG OR FENCE CLEARING LIMITS AND PROVIDE TREE 11• RELOCATE EROS/ON CONTROL MEASURES OR INSTALL NEW MEASURES SO THAT AS SITE CONDITIONS CONDITIONS PROTECTION. POND FENCE IS REQUIRED DURING CONSTRUC77ON. SEE SHEET C28 FOR CHANGE THE EROS/ON AND SEDIMENT CONTROL /S DETAILS. OC DUST CONTROL 4 INSTALL CATCH BAS/N PROTECTION /F RE U/RED ALWAYS !N ACCORDANCE W/TH INE CITY'S EROSION TRAP (CATCHMENT AREA: 2953 AC) "'''�'"' Q 5. GRADE AND INSTALL CONSTRUC77ON ENTRANCE(S). AND SEDIMENT CONTROL STANDARDS. 2 -YEAR PEAK FLOW RA 7F ..................0.715 CFS REQUIRED SURFACE AREASF -@- 1 4, ,1i' nN Pb' R P TO BE t r ti\ � " 12. COVER ALL AREAS THAT wlLL 8E UNWORKED FOR .....................1,487 DISTURBANCE AREA # 1 1.00 d 3 �3 Y MORE THAN SEVEN DAYS DURING THE DRY SEASON OR PROVIDED SURFACE AREA.....................2,000 S.F. 10.79 ACRES O n � NOM AND GARAGE. �, ,_� f M �� P F � � E � /5,..BE REMOVED __ =W�?�Fj� � � � `�� , F , OC i TO EMAIN• ACCESS To HOME TO PROVIDED A;)`� ALL nA�/ES f DURING CONS7i?UC110N� f � � } ••_'�� Y S_ 1.00% � _ F r{ f1 yt7 00 PS S=1.00% � ,�� •. =36", " "-.S= .� � 8. GRADE AND STABILIZE CONSTRUCTION ROADS. 9. CONSTRUCT SURFACE WATER CONTROLS ALL AREAS THAT REACH FINAL GRADE 13. STABILIZESEVEN STATED IN APPENDIX D' OF THE 2009 KCSWDM SECTION D.3.5.1 WHICH REQUIRES 2080 S.F. OF SURFACE AREA PER �"' STREET SWEEPING & VACUUMING 1 INCH= 40 FT. 1 / A 1 , S 11 € `S A \ t t 4 • '® 4w< 1 4. 1 I � j `tt v j1 _ > ^ s _a- YEY / T= f ex>• 4l f UNb1 TURBED A EA IN, TRAC T C ` j` MP SIZING. 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I 1 1 _a � , I PS < S' .,._.,, i T I•,: zY • \ P �•,•�.� � _ �L.fl .f, lG x ,l •1 1 I �^•....-_.-4.:._. : ::::: :�• .. _ .., '"; F:� € ' r < mac. •� i l.I i F '�' >< "\ .5='� € ,i % "�`r<h t ,r.l' ` � �.. �s-=• a �� ^ .-o i 1 , € , M ..�..:� »....... .. � F ' ._._ .-..._..... ... °.._..�_..-..--+ � t w ,,,-. .._ .:: _ / •' _ .'a',','• - \. + i ♦ v s��b 4 tl.:e 1 s 1a 1 4. «a , I= y 3 S -a \ Y - Is - �\\ l« � '.. __.., .�._.� .. -- .... ::... .�._....... .:>w<d�-�,:.:,.-. ` . `:, ' ,. rw \ ^s•.. *,"- ^ ..+.`s�i,• r, .�w:P f 41 i 1 r f--1-. <.�a <"i•1 r �`..._...-.....,.,....._.......... _._.,,ac, ,. \ pg i roi " F '. ,." \. \ ' ,> ^�` '..-_ »» - _.. s, id •� `� .f ,6 ,__•yy:, .< , .t i Y is `,.', {+h ,'T : 1 + �^ - } Y ^,,yl%. i�,.' i I ,: {„,: /z € _ .. d 1ET367.50 ., l = .7 � .. c�: � `-�` \,_` /� �%,. _- .,., ;: Ix.l�� +'.t ,,.,:11 a• II _. _ w, t Y 50 < l NCE TOB � - I " _ - _ . " . - • �" EXIS77NG PQfNER :PILE I � ,,- . -� �r i' TO :BE RELOCATED �' \ EXISTING PO RPO REMO TO END OF S=f.77% w ` _ TO BE ELOCA7ED\EW77NG POPER POLE AND WOE IMPROVEMENTS -----_ _ t STREET SIGN TO BE RELOCA7E0 gggg E :0 u. CONSTRUCTION SEQUENCE • SEDIMENT TRAP 1 SIZING SUMMARY • NOTES: TESC LEGEND 1. PRE-CONSTRUCT70N MEETING 10. MAINTAIN EROSION CONTROL MEASURES /N THE SEDIMENT 7RAP WAS SIZED USING THE REQUIREMENTS 1. ADDITIONAL EROSION CONTROL MEASURES MAY BE REQUIRED AS DEEMED CONSTRUC77ON LIMITS 2 POST SIGN WITH NAME AND PHONE NUMBER OF ESC ACCORDANCE WITH APPENDIX D OF THE SURFACE STATED IN APPENDIX D' OF THE 2009 KCSWDM SECTION NECESSARY BY COR INSPECTOR. SUPERVISOR (MAY BE CONSOLIDATED WITH THE WATER DES/GN MANUAL AND MANUFACTURERS D.3.5.1 WHICH REQUIRES 2080 S.F. OF SURFACE AREA PER 2. ALL ONSITE EXISTING IMPROVEMENTS TO BE REMOVED. REINFORCED SILT FENCE RECOMMENDA77ONS. CFS OF INFLOW WHICH WAS CALCULATED USING KCRTS (15 REQUIRED NOTICE OF CONSTRUC77ON SIGN). MIN TIME STEPS) TO ANALYZE 7HE DEVELOPED SITE FENCE NOTE: � � STABILIZED CONSTRUCTION EN7RANCE J. FLAG OR FENCE CLEARING LIMITS AND PROVIDE TREE 11• RELOCATE EROS/ON CONTROL MEASURES OR INSTALL NEW MEASURES SO THAT AS SITE CONDITIONS CONDITIONS PROTECTION. POND FENCE IS REQUIRED DURING CONSTRUC77ON. SEE SHEET C28 FOR CHANGE THE EROS/ON AND SEDIMENT CONTROL /S DETAILS. OC DUST CONTROL 4 INSTALL CATCH BAS/N PROTECTION /F RE U/RED ALWAYS !N ACCORDANCE W/TH INE CITY'S EROSION TRAP (CATCHMENT AREA: 2953 AC) "'''�'"' Q 5. GRADE AND INSTALL CONSTRUC77ON ENTRANCE(S). AND SEDIMENT CONTROL STANDARDS. 2 -YEAR PEAK FLOW RA 7F ..................0.715 CFS REQUIRED SURFACE AREASF -@- MULCHING, MATTING, & COMPOST BLANKETS NORTH 12. COVER ALL AREAS THAT wlLL 8E UNWORKED FOR .....................1,487 DISTURBANCE AREA 6. INSTALL PERIMETER PR07ECTION (SILT FENCE, MORE THAN SEVEN DAYS DURING THE DRY SEASON OR PROVIDED SURFACE AREA.....................2,000 S.F. 10.79 ACRES O GRAPHIC SCALE BRUSH BARRIER, ETC.). TWO DAYS DURING THE WET SEASON WITH STRAW, SEDIMENT TRAP 2 SIZING SUMMARY: INLET PROTECTION 0 20 40 80 Z CONSTRUCT SEDIMENT PONDS AND 7RAPS. WOOD FIBER MULCH, COMPOST, PLASTIC SHEE77NG OR EQUIVALENT. THE SEDIMENT 7RAP WAS SIZED USING THE REQUIREMENTS PS PERMANENT SEEDING AND PLANTING 8. GRADE AND STABILIZE CONSTRUCTION ROADS. 9. CONSTRUCT SURFACE WATER CONTROLS ALL AREAS THAT REACH FINAL GRADE 13. STABILIZESEVEN STATED IN APPENDIX D' OF THE 2009 KCSWDM SECTION D.3.5.1 WHICH REQUIRES 2080 S.F. OF SURFACE AREA PER �"' STREET SWEEPING & VACUUMING 1 INCH= 40 FT. WITH/N SEVEN DAYS. (INTERCEPTOR DIKES, PIPE SLOPE DRAINS, ETC.) CFS OF INFLOW WHICH WAS CALCULATED USING KCRTS 15 ( RECOMMENDED FOR APPOVAL SIMULTANEOUSLY WITH CLEARING AND GRADING FOR 14. SEED OR SOD ANY AREAS TO REMAIN UNWORKED MIN TIME STEPS) TO ANALYZE THE DEVELOPED SITE • , , �_ INTERCEPTOR SCALE WITH ROCK CHECK DAM PROJECT DEVELOPMENT. FOR MORE THAN 30 DAYS. CONDITIONS EVERY 50' BY: Date:T 15. UPON COMPLETION OF THE PROJECT, ALL 12" TEMPORARY CULVERT DISTURBED AREAS MUST BE STABILIZED AND BMPS TRAP (CATCHMENT AREA: 2.659 AC.) -YEAR BY Date: ®` REMOVED /F APPROPR/AIF 2 PEAK FLOW RATE...................0.612 CFS -0-0--0-0-- TREE PROTECT70N FENCE, SEE DETAIL, SHEET C8 REQUIRED SURFACE AREA ..................... 1,273 S F. PROVIDED SURFACE AREA ..................... 1,800 S, F. O REMOVE EXIS77NG STRUCTURE BY: Date: ` BY: Date: TREE TO BE REMOVED - SURVEYED: SCALE: \IERTICADATE: 1 CITY COMMENTS, REVIEW 1 MAJ 03.03.16 MAJ �2 SJS HORIZONTAL: ZON ALL NAD 1983/1991 �► CITY 0 ALPINE NURSERY 09.28.1 5 2 CITY.COMMENTS, COMMENTS, REVIEW 2 MAJ 05.23.16 M/U DESIGNED: AS NOTED �� D.R. STRONG YLp FIELD6°DIC: • 3 MYLARS MAJ 07.28.16 MAJ CONSUL TING ENGINEERS DRAWN:, !� R E N T O N DRAWING NO: 45232 ENGINEERS PLANNERS SURVEYORS ONE INCH CLEARING AND TESC PLAN '� CHECKED AT FULL SCALE Planning/Building/Public Works Dept. - - C7 IF NOT ONE INCH 7 Ir. 6207TH AVENUE KIRKLAND WA 98033 NO. REVISION BY DATE APPR APPROVEDD: SCALE ACCORDINGLY U1 �OO! �66 SHEET: 7 OF: 42 0 425.827.3063 F 425,827,2423Md I DRS PROJECT NO. 14069 A_ NN N N A GD ; 9-3160 0 7 Ry W Z LdJ �•J JOINTS IN FILTER FABRIC SHALL BE SPLICED AT POSTS. USE STAPLES, WIRE RINGS, OR - F IVAII ENT m ATTAnH PAA9W. Tn PnaTs_ Ll / POSTSPACING MAY 13E INCREASED T DEPTH 3f4'-1-1/2' WASHED GRAVEL TO 8' IF WIRE BACKING IS USED DRIVEWAYS SHALL BE PAVED TO THE EDGE OFR -O -W PRIOR TO INSTALLATION OF THE 21rZ' BY 14 Ge. WIRE OR EQUENT, IF STANDARD STRENGTH FABRIC USED BACKFILL TRENCH WITH NATIVE sop. 2'z4' WOOD POSTS, STEEL FENCE POSTS, REBAR, OR EQUIVALENT Zr I NOTES 1. CONDITION OF USE - - 1.1. SILT FENCE MAY BE USED DOWNSLOPE OF ALL DISTURBED AREAS. 1.2. SILT FENCE IS NOT INTENDED TO TREAT CONCENTRATED FLOWS, NOR IS INTENDED TO TREAT SUBSTANTIAL AMOUNTS OF OVERLAND FLOW. ANY CONCENTRATED FLOW MOST BE CONVEYED THROUGH THE DRAINAGE SYSTEM TO A SEDIMENT TRAP OR POND. 2. DESIGN AND INSTALLATION SPECIFICATIONS 2.1. THE GEOTEXTILE USED MOST MET THE STANDARD LISTED BELLOW. A COPY OF THE MANUFACTURER'S FABRIC SPECIFICATIONS MOST BE AVAILABLE ON SITE ADS (ASTM D4751) 34106SIEVE SQE 0.6D0.15MMJ FOR SILT FILM 5010DSIEVE"11.11111, 2E 03P1L14MMI FOROTHER FABRICS WA7BlP6tMITRVITY ASTM 0.015ECti1MNIMd1M GRAB TE i1iiRENCNT(ASTMD46M) 190 LRS. WN. FOR EXTRA STRWGI FABRIC Ma LBS. NN. FOR STANDARD STRENGHT FABRIC GRAB TENSILE ELONGATION JASTM D4632 30%MAX. ULTRAVIOLATERESISTANCE ASTM DUS51170%UN. 2.2, STANDARD STRENGTH FABRIC REQUIRES WIRE BACKING TO INCREASE THE STRENGTH OF THE FENCE. WIRE BACKING OR CLOSER POST SPACING MAY BE REQUIRED FOR EXTRA STRENGTH FABRIC IF FIELD PERFORMANCE WARRANTS A STRONGER FENCE. 2.3. WHERE THE FENCE IS INSTALLED, THE SLOPE SFIALL NOT BE STEEPER THAN 2H:1V 2.4. IF A TYPICAL SILT FENCE IS USED, THE STANDARD 4X4 TRENCH MAY NOT BE REDUCED AS LONG AS THE BOTTOM 8 INCHES OF THE SILT FENCE IS WELL BURIED AND SECURE IN A TRENCH THAT STABILIZES THE FENCE AND DOES NOT ALLOW WATER TO BYPASS OR UNDERMINE THE SILT FENCE. 3. MAINTENANCE STANDARDS - 3.1. ANY DAMAGE SHALL BE REPAIR IMMEDIATELY. 3.2. IF CONCENTRATED FLOES ARE EVIDENT UPHILL OD THE FENCE, THEY MUST BE INTERCEPTED AND CONVEYED TO A SEDIMENT TRAP OR POND. 3.3. IT IS IMPORTANT TO CHECK THE UPHILL SIDE OF THE FENCE FOR SIGNS OF THE FENCE CLOGGING AND ACTING AS A BARRIER TO FLOW AND THEN CAUSING CHANNELIZATION OF FLOWS PARALLEL TO THE FENCE. IF THIS OCCURS, REPLACE THE FENCE OR REMOVED THE TRAP SEDIMENT. 3.4. SEDIMENT MOST BE REMOVED WHEN SEDIMENT IS 6 INCHES HIGH. 3.5. IF THE FILTER FABRIC (GEOTEXTILE) HAS DETERIORATED DUE TO ULTRAVIOLET BREAKDOWN, R SHALL BE REPLACED. PUBLIC WORKS DEPARTMENT SILT FENCE 4'MIN 1' DEPTH T• 4" ROCK 2' SETTLING DEPTH 5 i.6 SEDIMENT STORAGE 3-5% T DEPTH 3f4'-1-1/2' WASHED GRAVEL • CROSS SECTION NTS STD. PLAN - 214.00 MARCH 2008 T OVERFLOW DEPTH OUTFLOW CHANNEL IF CONSTRUCTED BY EXCAVATION 1 sMAx yLiy FILTER FABRIC FENCING NorE: MAY BE CONSTRUCTED BY EXCAVATION OR BY BUILDING A BERM tizY STD. PLAN - 211.00 *®, PUBLIC WORKS SEDIMENT TRAP DEPARTMENT MARCH 2008 I, Call 2 Working Days Before You Dig 811 Utilities Underground Location Center (ID,MT,ND,OR,WA) NE 7/4 SECTION 23, TOWNSHIP 23 N, RANGE 5 E, W.M. ALPINE NURSERY I 20H:1V 3-5% 300 FEET • DRIVEWAYS SHALL BE PAVED TO THE EDGE OFR -O -W PRIOR TO INSTALLATION OF THE " 470 10)HAV .1L3yGR0� £ CONSTRUCTION ENTRANCE TO AVOID 2 TO 4 H:SV DAMAGING OF THE ROADWAY 50 FEET IT IS RECOMMENDED THAT THE - R - 25' MIN. ENTRANCE SE CROWNED SO THAT RUNOFF DRAINS OFF THE PAD INSTALL DRIVEWAY CULVERTIFT,ERE IS A ROADSIDE DITCH PRESENT, A3 PER CITY ROAD STANDARDS 4%8' QUARRYSPALLS - GEOTEXTR E �5 ,2' MIN. THICKNESS _ PROVIDE FULL WIDTH OF NOTES - INGRESSIGGRESS AREA 1. CONDITION OF USE 1.1. CONSTRUCTION ENTRANCE SHALL BE STABILIZED WHEREVER TRAFFIC WILL BE LEAVING A CONSTRUCTION SITE AND TRAVELING ON PAVED ROADS OR OTHER PAVED AREAS WITHIN 1,000 FEET OF THE SITE. GRAB TENSILE STREBNGTH ASTM D4751 200PSt MIN. _ GRAB TENSILE ELONGATION ASTMD4632 130% MAX. MULLEN BURSTSTRENGTH ASTM 03785.80.0 400 PSI MIN. AOS ASTM D4751 20-45 U.S. STAN DARD SIEVE SIZE 2, DESIGN AND INSTALLATION SPECIFICATIONS 2.1. HOG FUEL (WOOD BASED MULCH) MAY BE SUBSTITUTED FOR OR COMBINED WITH QUARRY SPALLS IN ARES THAT WILL BOT BE USED FOR PERMANENT ROADS, HOG FUEL IS NOT RECOMMENDED FOR ENTRANCE STABILIZATION IN URBAN AREAS. THE INSPECTOR MAY AT ANY TIME REQUIRE THE USE OF QUARRY SPALLS IF THE HOG FUEL IS NOT PREVENTING SEDIMENT FROM BEING TRACKED ONTO PAVEMENT OR IF THE HOG FUEL IS BEING CARRIED ONTO PAVEMENT. 2.2. FENCING SHALL BE INSTALLED AS NECESSARY TO RESTRICT TRAFFIC TO THE CONSTRUCTION ENTRANCE, 2.3. WHENEVER POSSIBLE, THE ENTRANCE SHALL BE CONSTRUCTED ON A FIRM, COMPACTED SUBGRADE. THIS CAN SUBSTANTIALLY INCREASE THE EFFECTIVENESS OF THE PAD AND REDUCE THE NEED FOR MAINTENANCE. 3. MAINTENANCE STANDARDS 3.1. QUARRY SPALLS SHALL BE ADDED IF THE PAD IS NO LONGER IN ACCORDANCE WITH THE SPECIFICATIONS. 3.2. IF THE ENTRANCE IS NOT PREVENTING SEDIMENT BEING TRACKED ONTO PAVEMENT, THEN ALTERNATIVE MEASURES TO KEEP THE STREETS FREE OF SEDIMENT SHALL BE USED. THIS MAY INCLUDE STREET SWEEPING, AN INCREASE IN THE DIMENSIONS OF THE ENTRANCE, OR THE INSTALLATION OF THE WHEEL WASH, IF WASHING IS USED, IT SHALL BE DONE ON AN AREA COVERED WITH CRUSHED ROCK, AND WASHED WATER SHALL DRAIN TO A SEDIMENT TRAP OR POND. 3.3. ANY SEDIMENT THAT IS TRACKED ONTO PAVEMENT SHALL BE REMOVED IMMEDIATELY BY SWEEPING. THE SEDIMENT COLLECTED BY SWEEPING SHALL BE REMOVED OR STABILIZED ON SITE. THE PAVEMENT SHALL NOT BE CLEANED BY WASHING DOWN THE STREET, EXCEPT WHEN SWEEPING IS INEFFECTIVE AND THERE IS A THREAT TO PUBLIC SAFETY. IF IT NECESSARY TO WASH THE STREETS, A SMALL SUMP MUST BE CONDUCTED. THE SEDIMENT WOULD THEN BE WASHED INTO THE SUMP WHERE IT CAN BE CONTROLLED AND DISCHARGED APPROPRIATELY. 3.4. ANY QUARRY SPALLS THAT ARE LOOSENED FROM THE PAD AND END UP ON THE ROADWAY SHALL BE REMOVED IMMEDIATELY. 3.5. IF VEHICLES ARE ENTERING OR EXITING THE SITES AT POINTS OTHER THAN THE CONSTRUCTION ENTRANCE(S), FENCING SHALL BE INSTALLED TO CONTROL TRAFFIC. `fix o PUBLIC WORKS STABILIZED STD. PLAN - 215.10 DEPARTMENT CONSTRUCTION ENTRANCE MARCH 2008 EROSION CONTROL NOTES & SPECIFI CA TIONS DRAINAGE GRATE GRATE FRAME D SEDIMENT AND DEBRIS -� DRAINAGE GRATE RECTANGULAR GRATE SHOWN �D FILTERED WATER 'e 'o SECTION VIEW OVERFLOW BYPASS BELOW INLET GRATE DEVICE RETRIEVAL SYSTEM (TYP.) BELOW INLET GRATE DEVICE OVERFLOW BYPASS (TYP.) ISOMETRIC VIEW NOTES 1. Size the Below Intel Grate Device (BIGD) for the storm water structure It will service. 2. The BIGD shall have a built-in high-flow rellef system (overflow bypass). 3. The retrieval system must allow removal of the BIGD Without spilling the collected material. 4. Perform maintenance in accordance with Standard Specification Trim to within 2 inches of frame. TY PUBLIC WORKS CATCH BASIN FILTER SM' PLAN - 216.30 DEPARTMENT MARCH 2008 1. THESE NOTES SHALL APPEAR FOR ALL PROJECTS - SITE IMPROVEMENTS, SURFACE WATER UTILITY, WASTEWATER U77LITY, WATER UTILITY, AND TRANSPORTATION PLANS. 2. BEFORE ANY CONSTRUCTION OR DEVELOPMENT ACTIVITY OCCURS, A PRE- CONS TRUC770M MEETING MUST BE HELD WITH THE CITY OF RENTON, PUBLIC WORKS DESIGN ENGINEER. J. THE BOUNDARIES OF THE CLEARING LIMITS AND AREAS OF VEGETATION PRESERVA77ON AS PRESCRIBED ON THE PLAN(S) SHALL BE CLEARLY FLAGGED BY SURVEY TAPE OR FENCING IN THE FIELD PRIOR TO CONSTRUCTION IN ACCORDANCE WITH APPENDIX D OF THE SURFACE WATER DESIGN MANUAL AND OBSERVED DURING CONSTRUCTION. DURING THE CONSTRUC77ON 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 CONSTRUC770N. 4. STABILIZED CONSTRUCTION ENTRANCES SHALL BE INSTALLED AT THE BEGINNING OF CONSTRUCTION AND MAINTAINED FOR THE DURA77ON OF THE PROJECT. ADDITIONAL MEASURES, SUCH ASCONSTRUCTED 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 DURAT70N OF THE PROJECT 5. ALL REQUIRED SEDIMENTAT70N/EROSION CONTROL FACIL177ES MUST BE CONSTRUCTED AND IN OPERATION PRIOR TO LAND CLEARING AND/OR CONSTRUCTION TO PREVENT TRANSPORTA77ON OF SEDIMENT TO SURFACE WATER, DRAINAGE SYSTEMS AND ADJACENT PROPERTIES. ALL EROSION AND SEDIMENT FACIL177ES SHALL BE MAINTAINED IN A SATISFACTORY COND177ON UN77L SUCH TIME THAT CLEARING AND/OR CONS7RUC710N IS COMPLETE AND POTENTIAL FOR ON-S17E EROSION HAS PASSED. THE IMPLEMENT477ON, MAINTENANCE, REPLACEMENT AND ADD177ONS TO EROSIONISEDIMENTAT70N CON7ROL SYSTEMS SHALL BE THE RESPONSIBILITY OF THE PERMITEE, 6. THE EROSION AND SEDIMENTA77ON CONTROL SYSTEMS DEPICTED ON THIS DRAWING ARE INTENDED TO BE MINIMUM REQUIREMENTS TO MEET ANTICIPATED S17E CONDITIONS. A CONS7RUC77ON PROGRESSES AND UNEXPECTED OR SEASONAL CONDITIONS DICTATE, THE PERMITEE SHALL ANTICIPA7E THAT MORE EROSION AND SEDIMENTATION CONTROL FACILITIES WILL BE NECESSARY TO ENSURE COMPLETE SILTA77ON CONTROL ON THE PROPOSED SITE. DURING THE COURSE OF CONSTRUCTION, IT SHALL BE THE OBLIGATION AND RESPONSIBILITY OF THE PERMITEE TO ADDRESS ANY NEW COND177ONS THAT MAY BE CREATED BY THE ACTIW77ES AND TO PROVIDE ADDIT70NAL FACILITIES, OVER AND ABOVE MINIMUM REQUIREMENTS, AS MAY BE NEEDED, TO PR07ECT ADJACENT PROPER77ES AND WATER QUALITY OF THE RECEIVING DRAINAGE SYSTEM. 7. APPROVAL OF THIS PLAN IS FOR EROSIONISEDIMENTA77ON CONTROL ONLY. IT DOES NOT CONSTITUTE AN APPROVAL OF STORM DRAINAGE DESIGN, SIZE NOR LOCATION OF PIPES, RESTRICTORS, CHANNELS, OR RETENTION FACILITIES. 8. ANY AREAS OF EXPOSED SOILS, INCLUDING ROADWAY EMBANKMENTS, THAT WILL NOT BE DISTURBED FOR TWO DAYS DURING THE WET SEASON (OCTOBER IST TROUGH MARCH 307+) OR SEVEN DAYS DURING THE DRY SEASON (APRIL 1sT TOUGH SEPTEMBER 30) SHALL BE IMMEDIATELY STABILIZED WITH THE APPROVED ESC COVER METHODS (E.G., SEEDING, MULCHING, PLASTIC COVERING, ETC.). 9. WET SEASON SEASONAL EROSION AND SEDIMENT CONTROL REQUIREMENTS APPLY TO ALL CONSTRUCTION S17E"S CLEARING BETWEEN OCTOBER 1 AND MARCH 30 INCLUSIVE, UNLESS 07HERMSE APPROVED BY THE CITY THROUGH AN ADJUSTMENT PROCESS. 10. COVER MEASURES WILL BE APPLIED IN CONFORMANCE WITH APPENDIX D OF THE SURFACE WATER DESIGN MANUAL. 11. ANY AREA NEEDING ESC MEASURES, NOT REQUIRING IMMEDIATE ATTENTION, SHALL BE ADDRESSED WITHIN SEVEN (7) DAYS. 12. THE ESC FACILITIES ON INACTIVE SITES SHALL BE INSPECTED AND MAINTAINED A MINIMUM OF ONCE A MONTH OR W177-IIN 24 HOURS FOLLOWING A STORM EVENT. 13. AT NO TIME SHALL MORE THAN ONE (1) FOOT OF SEDIMENT BE ALLOWED TO ACCUMULATE WITHIN A CATCH BASIN. ALL CATCH BASINS AND CONVEYANCE LINES SHALL BE CLEANED PRIOR TO PAVING. THE CLEANING OPERATION SHALL NOT FLUSH SEDIMENT -LADEN WATER INTO THE DOWNSTREAM SYSTEM. 14. DURING THE 77ME PERIOD OF OCTOBER IST THROUGH MARCH 307, ALL PROJECT DISTRIBUTED SOIL AREAS GREATER, THAT ARE TO BE LEFT UN -WORKED FOR MORE THAN 12 HOURS, SHALL BE COVERED BY MULCH, SODDING OR PLASTIC COVERING. 15. ANY PERMANENT RETENTION/DETENTION FACILITY USED AS A TEMPORARY SETTLING BASIN SHALL BE MODIFIED WITH THE NECESSARY EROSION CONTROL MEASURES AND SHALL PROVIDE ADEQUATE STORAGE CAPACITY. IF THE PERMANENT FACILITY IS TO FUNCTION ULTIMATELY AS AN INFILTRATION SYSTEM, THE TEMPORARY FACILITY MUST BE ROUGH GRADED SO THAT THE BOTTOM AND SIDES ARE AT LEAST THREE FEET ABOVE THE FINAL GRADE OF THE PERMANENT FACILITY. 16. PRIOR TO THE BEGINNING OF THE WET SEASON (OCT. 1), ALL DISTURBED AREAS SHALL BE REVIEWED TO IDEN77FY WHICH ONES CAN BE SEEDED IN PREPARATION FOR THE WINTER RAINS DISTURBED AREAS SHALL BE SEEDED WITHIN ONE WEEK OF THE BEGINNING OF THE WET SEASON. A SKETCH MAP OF THOSE AREAS TO BE SEEDED AND THOSE AREAS TO REMAIN UNCOVERED SHALL BE SUBMITTED TO THE CITY OF RENTON FOR REVIEW. 1 CITY COMMENTS, REVIEW 1 r D.R. STRONG 2 CITY COMMENTS, REVIEW 2 CONSUL TING ENGINEERS 3 MYLARs ENGINEERS PLANNERS SURVEYORS �• " 620 7TH AVENUE, KIRKLAND, WA 98033 O 425.827.3063 F 425.827.2423 N 0. REVISION 4 2:1 MAX. SLOPE � jj �3 LEVEL BOTTOM I I (-I I II 1 - =1 III=III=III=III- Z MIN. SWALE SPACING DEPENDS ON SLOPE GRADIENT NOTES 1. CONDITION OF USE 1.1. REQUIRED AT: 1.1.1. THE TOP OF ALL SLOPES IN EXCESS OF 3HAV AND WITH MORE THAN 20 FEET OF VERTICAL RELIEF. 1.1.2. AT INTERVALS ON ANY SLOPES THAT EXCEEDS THE DIMENSIONS SPECIFIED BELLOW. 2. DESIGN AND INSTALLATION SPECIFICATIONS 2.1, FOR SLOPES STEEPER THAN 2H:1V WITH MORE THAN 10 FEET OF VERTICAL RELIEF, BENCHES MAY BE CONSTRUCTED OR CLOSER SPACED INTERCEPTOR SWALES MAY BE USED. THE DESIRE MEASURE MOST BE DESIGNED BY AN ENGINEER TO EFFECTIVELY INTERCEPT THE HIGH VELOCITY RUNOFF TO A SEDIMENT POND OR TRAP. 2.2. CONSTRUCTION TRAFFIC OVER TEMPORARY SWALES SHALL BE MINIMIZED. 3. MAINTENANCE STANDARDS 3.1. DAMAGE RESULTING FROM RUNOFF OR CONSTRUCTION ACTIVITY SHALL BE REPAIRED IMMEDIATELY. 3.2. IF THE FACILITY DO NOT REGULARLY RETAIN STORM RUNOFF, THE CAPACITY AND/OR FREQUENCY OF THE SWALES SHALL BE INCREASED. �X * e_� PUBLIC WORKS INTERCEPTOR SWALE STD. PLAN - 217.10 `R DEPARTMENT MARCH 2008 INFIL TRA TION FACILI TY PROTECTION AND CONSTRUCTION AVERAGE SLOPE SLOPE PERCENT FLOWPATH LENGTH 20H:1V 3-5% 300 FEET 107020 H:1V 5.1016 200 FEET 470 10)HAV 10.25% 100 FEET 2 TO 4 H:SV 25-50% 50 FEET PROTECTION FROM UPSTREAM EROSION EROSION MUST BE CONTROLLED DURING CONSTRUCTION OF AREAS UPSTREAM OF INFILTRATION FACIL177ES SINCE SEDIMENT LADEN RUNOFF CAN PERMANENTLY IMPAIR THE FUNCTIONING OF THE SYSTEM. EROSION CONTROL MEASURES MUST BE DESIGNED, INSTALLED AND MAINTAINED WITH GREAT CARE, VARIOUS STRATEGIES MAY BE EMPLOYED TO PROTECT INFIL TRA77ON FACILI77ES DURING CONSTRUC77ON, AS DESCRIBED BELOW. PROJECTS MAY BE PHASED TO LIMIT CLEARING AND MINIMIZE THE TIME THAT SOILS ARE EXPOSED. AN ALTERNATIVE TO THIS APPROACH IS TO SERVE THE UNDEVELOPED AREA WITH A LARGE SEDIMENT TRAP ON AN UNDEVELOPED TRACT WITH THE TRAP LEFT IN PLACE UNTIL ALL CLEARING AND CONSTRUCTION IS COMPLE7E AND ALL PERMANENT LANDSCAPING IS IN PLACE. SEE EROSION AND SEDIMENT CONTROL STANDARDS (DETACHED APPENDIX D) FOR DESIGN DETAILS. AT THE COMPLETION OF ALL CONSTRUCTION, THE SEDIMENT TRAP MUST BE CLEANED OUT (TAKING CARE THAT NO SEDIMENT ENTERS THE DRAINAGE SYSTEM) AND FILLED IN, AND THE FLOW ROUTED TO THE PERMANENT DRAINAGE SYSTEM. ANOTHER ALTERNATIVE FOR SUBDIVISIONS IS TO STAGE EXCAVAT70N OF THE POND AS FOLLOWS:1. BOTTOM ELEVATION OF THE POND PRIOR TO PAVING OF PLAT ROADWAYS.• 3 FEET ABOVE THE FINAL POND BOTTOM ELEVATION. AT THIS STAGE OF ROUGH GRADING THE FACILITY MAY BE USED TO MEET SEDIMENT RETENTION REQUIREMENTS 2. BOTTOM ELEVATION OF THE POND DURING AND AFTER PAVING AND PRIOR TO CONSTRUCTION OF 809 OF THE HOUSES: 18 INCHES ABOVE THE FINAL POND BOTTOM ELEVATION WITH UPSTREAM SEDIMENT RETENTION, AS NEEDED. AT THIS STAGE, THE POND WILL SERVE AS AN INTERIM FLOW CONTROL FACILITY PENDING FINAL STABILIZAT70N OF THE SITE. NOTE THAT KCC 9.04.090 REQUIRES THAT FLOW CONTROL FACILITIES BE OPERATIONAL PRIOR TO THE CONSTRUCTION OF ANY IMPROVEMENTS. FACILITY CONSTRUCTION GUIDELINES EXCAVATION OF INFILTRAT70N FACILITIES SHOULD BE DONE W17H A BACKHOE WORKING AT "ARMS LENGTH" TO MINIMIZE DISTURBANCE AND COMPAC77ON OF THE COMPLE7ED INFILTRA77ON SURFACE 1F THE BOTTOM OF THE FACILITY WILL BE LESS THAN THREE FEET BELOW FINAL GRADE, THE FACILITY AREA SHOULD BE CORDONED OFF SO THAT CONSTRUCTION TRAFFIC DOES NOT TRAVERSE THE AREA, THE EXPOSED SOIL SHOULD BE INSPECTED BY A SOILS ENGINEER AFTER EXCAVA77ON TO CONFIRM THAT SOIL CONDI T70NS ARE SUITABLE. TWO SIMPLE STAFF GAGES FOR MEASURING SEDIMENT DEPTH SHOULD BE INSTALLED AT OPPOSITE ENDS OF THE BOTTOM OF PONDS. THE GAGES MAY CONSIST OF 1 -INCH PIPE DRIVEN AT LEAST ONE FOOT INTO THE SOIL IN THE BOTTOM OF THE POND, WITH 12 INCHES OF THE PIPE PROTRUDING ABOVE GRADE. MAI 03.03.16 MAD SURVEYED: SJS MAJ 05.23.16 MAJ DESIGNED: Y� MAJ 07.28.16 MAJ DRAWN: YLP CHECKED MAJ BY DATE APPR APPROVED: MAJ ROCK MUST COMPLETELY COVER THE BOTTOM AND SIDES OF THE DITCH S. MIN. �.Jt-•=��[`�7-`.0��,� 24•MIN. 2:1 SLOPES Y-4' ROCK L THE DISTANCE SUCHEQ THATPOINTS A AND B ARE OF EQUAL ELEVATION / A L NOTES 1. CONDITION OF USE 1.1. WERE CONCENTRATED RUNOFF FROM DISTURBED AREAS TO AND FROM PONDS OR TRAPS. 1.2. TO CONVEY RUNOFF INTERCEPTED FROM UNDISTURBED AREAS AROUND THE SITE TO A NON-EROSIVE DISCHARGE POINT. 2. MAINTENANCE STANDARDS 2.1. ANY SEDIMENT DEPOSITION OF MORE THAN 0.5 FEET SHALL BE REMOVED $O THAT THE CHANNEL IS RESTORED TO ITS ORIGINAL DESIGN CAPACITY. 2.2. THE CHECK DAMS SHALL BE EXAMINED FOR SIGNS OF SCOURING AND EROSION OF THE BED AND BANKS. IF SCOURING AND EROSION HAS OCCURRED, AFFECTED AREAS SHALL BE PROTECTED BY RIPRAP OR AN EROSION CONTROL BLANKET. tiz o PUBLIC WORKS CHECK DAMS SPACING AND STD. PLAN - 217.40 DEPARTMENT CROSS SECTIONS MARCH 2008 TREE PROTECTION MEASURES C. CONSTRUC77ON STORAGE PROHIBITED: THE APPLICANT MAY NOT FILL, EXCAVATE, STACK OR STORE ANY EQUIPMENT, DISPOSE OF ANY MATERIALS, SUPPLIES OR FLUIDS, OPERATE ANY EQUIPMENT, INSTALL IMPERVIOUS SURFACES, OR COMPACT THE EARTH IN ANY WAY WITHIN THE AREA DEFINED BY THE DRIP LINE OF ANY TREE TO BE RETAINED. b. FENCED PROTECTION AREA REQUIRED: THE APPLICANT SHALL ERECT AND MAINTAIN SIX FOOT (6) HIGH CHAIN LINK TEMPORARY CONSTRUCTION FENCING AROUND THE DRIP LINES OF .ALL RETAINED TREES, OR ALONG THE PERIMETER OF A STAND OF RETAINED TREES. PLACARDS SHALL BE PLACED ON FENCING EVERY FIFTY FEET (50) INDICATING THE WORDS, "NO TRESPASSING - PROTECTED TREES" OR ON EACH SIDE OF THE FENCING 1F LESS THAN FIFTY FEET (50). SI7E ACCESS TO INDIVIDUALLY' PROTECTED TREES OR GROUPS OF TREES SHALL BE FENCED AND SIGNED. INDIVIDUAL TREES SHALL BE FENCED ON FOUR (4) SIDES IN ADDITION, THE APPLICANT SHALL PROVIDE SUPERVISION WHENEVER EQUIPMENT OR TRUCKS ARE MOVING NEAR TREES. C. PROTE-CT70N FROM GRADE CHANGES. IF THE GRADE LEVEL ADJOINING TO A TREE TO BE RETAINED IS TO BE RAISED, THE APPLICANT SHALL CONSTRUCT A DRY ROCK WALL OR ROCK WELL AROUND THE TREE. THE DIAMETER OF THIS WALL OR WELL MUST BE EQUAL TO THE TREE'S DRIP LINE. d. IMPERVIOUS SURFACES PROHIBITED WITHIN THE DRIP LINE.- THE APPLICANT MAY NOT INSTALL IMPERVIOUS SURFACE MATERIAL WITHIN THE AREA DEFINED BY THE DRIP LINE OF ANY 7REE TO BE RETAINED. e. RESTRICTIONS ON GRADING WITHIN THE DRIP LINES OF RETAINED TREES. THE GRADE LEVEL AROUND ANY TREE TO BE RETAINED MAY NOT BE LOWERED WITHIN THE GREATER OF THE FOLLOWING AREAS. • (I) THE AREA DEFINED BY THE DRIP LINE OF THE TREE, OR (ll) AN AREA AROUND THE TREE EQUAL. TO ONE AND ONE-HALF FEET (1-1/2) IN DIAMETER FOR EACH ONE INCH OF TREE CALIPER. THE REVIEWING OFFICIAL MAY REQUIRE A LARGER TREE PROTECTION ZONE BASED ON TREE SIZE:, SPECIES, SOIL, OR OTHER CONDITIONS. f, MULCH LAYER REQUIRED: ALL AREAS WITHIN THE REQUIRED FENCING SHALL BE COVERED COMPLETELY AND EVENLY WITH A MINIMUM OF THREE INCHES (3') OF BARK MULCH PRIOR TO INSTALLATION OF THE PRO TEC 77VE FENCING. EXCEPTIONS MAY BE APPROVED BY THE REVIEWING OFFICIAL IF THE MULCH WILL ADVERSELY AFFECT PROTECTED GROUND COVER PLANTS. g. MONITORING REQUIRED DURING CONSTRUCTION: THE APPLICANT SHALL RETAIN A PROFESSIONAL ARBORIST OR OTHER QUALIFIED PROFESSIONAL TO PRUNE BRANCHES AND ROOTS, FERT7LIZE, AND WATER AS APPROPRIATE FOR ANY TREES AND GROUND COVER WHICH ARE TO BE RETAINED. TREE PROTECTION DETAIL SCALE: VERTICAL: NAVE) 1988 CITY 0 F _ AS NOTED HORIZONTAL: NAD 1983/183/1 991 6R RENTON ONE INCH DATUM AT FULL SCALE Planning/Building/Public Works Dept. IF NOT ONE INCH SCALE ACCORDINGLY DRIPLINE MIN. NOTES: 1, 6 -FT, HIGH TEMPORARY CHAIN LINK FENCE SHALL BE PLACED AT THE DRIPLINE OF THE TREE TO BE SAVED. FENCE SHALL COMPLETELY ENCIRCLE THE TREE(S). INSTALL FENCE POSTS USING PIER BLOCKS ONLY. AVOID DRIVING POSTS OR STAKES INTO MAJOR ROOTS. 2. FOR ROOTS OVER 1 -IN DIA. THAT ARE DAMAGED DURING CONSTRUCTION, MAKE A CLEAN, STRAIGHT CUT TO REMOVE THE DAMAGED PORTION. ALL EXPOSED ROOTS SHALL BE TEMPORARILY COVERED WITH DAMP BURLAP TO PREVENT DRYING, AND SHALL BE COVERED WITH SOIL AS SOON AS POSSIBLE. J. WORK WITHIN PROTECTION FENCE SHALL BE DONE MANUALLY. NO STOCKPILING OF MATERIALS, VEHICULAR TRAFFIC, OR STORAGE OF EQUIPMENT OR MACHINERY SHALL BE ALLOWED WITHIN THE LIMIT OF THE FENCING. NTS RECOMMENDED FOR APPOVAL BY: Date'" ]5� B Date: l BY: Date: BY: Date: ALPINE NURSERY TESC NOTES AND DETAILS U15007366 DORS PROJECT N0. 14069 A - N N DATE: FIELD 09.28.15 PAGE: DRAWING NO: C8 42 LLI '5 Q ry z Ljj V) O ry D W Z n.L.. Q w Q Z J U_ 161STAVE SE I SITE VOLUME CALCULA TIONS CUT VOLUME FILL VOLUME NET VOLUME (CU. YDS.) (CU. YDS) (CU. YDS.) 91698 27,192 17,494 ALL VOLUMES ARE APPROXIMATE AND REPRESENT EXCAVATION FOR RESIDENCE AS PROPOSED. THE VOLUMES DO NOT INCLUDE EXPANSION FACTOR OR ANY SOIL TYPE RES 7RICT/ONS. THE VOLUMES DO NOT INCLUDE STRUCTURAL EXCAVATION FOR BUILDINGS. r� Call 2 Working Days Before You Dig 811 Utilities Underground Location Center (ID,NIT,ND,OR,WA) I Q � v t VER T1 CAL DA TUM: NAVD 88 PER KING COUNTY DEPARTMENT OF PUBLIC WORKS SURVEY BRANCH (KCDPWSB) VERTICAL CONTROL. GRADING AND DRIVEWAY GRADING. PA VEMENT RES TORA TION NOTES WITHIN CITY LIMITS, PAVEMENT RESTORATION SHALL BE PER C.O.R. STREET RESTORA77ON AND STREET OVERLAY STANDARDS AND/OR AS FIELD SPECIFIED BY THE CITY INSPECTOR. PAVEMENT RESTORATION FOR WATER INSTALLATION WTI -11N KING COUNTY LIMITS SHALL BE PER APPROVED KING COUNTY RIGHT OF WAY PERMIT, D.R. STRONG CONSUL TING ENGINEERS ENGINEERS PLANNERS SURVEYORS 6207TH AVENUE, KIRKLAND, WA 98033 O 425 827 3063 F425.827.2423 NE 7/4 SECTION 23, TOWNSHIP 23 N, RANGE 5 E, W.M. A/ DIAIC A// /DG'CDv FOR SPEC/F7CA7701VS AND DETAILS �YY _ ��; '�;# •.�- may,+ 1"'��w a �� j• w j A��3 9 0 0 9 .`" - SOIL NO TES: GEO TECH RECOMMENDA TIONS.- 1. IONS:1. THE SOIL MOISTURE HOLDING CAPACITY OF ALL NEW PERVIOUS SURFACE STRUCTURAL FILL SOILS PLACED THROUGHOUT FOUNDATION, SLAB, AND PAVEMENT IMPORTED SOILS THAT AT PROJECT COMPLETION WILL NOT BE COVERED BY IMPERVIOUS SURFACE OR INCORPORATED INTO A DRAINAGE FACILITY MUST BE PROTE'CTE'D. THE DUFF LAYER AND NA77VE TOPSOIL SHALL BE RETAINED IN AN UNDISTURBED STATE TO THE MAXIMUM EXTENT FEASIBLE. 2. ANY DUFF LAYER OR TOPSOIL REMOVED DURING GRADING SHALL BE STOCKPILED ONSITE /N A DESIGNATED, CONTROLLED AREA NOT ADJACENT TO PUBLIC RESOURCES AND CRI77CAL AREAS. THE MATERIAL SHALL BE REAPPLIED TO OTHER POR77ONS OF THE S17E WHERE FEASIBLE. J. THE SOIL IN ANY AREA THAT HAS BEEN COMPACTED OR 774A HAS HAD SOME OR ALL OF THE DUFF LAYER OR UNDERLYING TOPSOIL REMOVED SHALL BE AMENDED TO U177GATE FOR LOSS OF MOISTURE -HOLDING CAPACITY. 77 -IE AMENDMENT SHALL TAKE PLACE BETWEEN MAY 1 AND OCTOBER 1. REPLACED TOPSOIL SHALL BE A MINIMUM 8 INCHES THICK. REPLACED TOPSOIL SHALL HAVE AN ORGANIC MATTER CONTENT BETWEEN 8 AND 13 PERCENT DRY WEIGHT AND A PH SUITABLE FOR THE PROPOSED LANDSCAPE PLANTS 1 CITY COMMENTS, REVIEW 1 2 CITY COMMENTS, REVIEW 2 3 1 MYLARS NO. REVISION AREAS SHOULD BE PLACED OVER A FIRM BASE. LOOSE OR OTHERWISE IMPORTED SOIL INTENDED FOR USE AS STRUCTURAL FILL SHOULD CONSIST OF A UNSUITABLE AREAS OF NATIVE SOILS EXPOSED AT SUBGRADE ELEVA77ONS SHOULD WELL GRADED GRANULAR SOIL WITH A MOISTURE CONTENT THAT IS AT OR NEAR BE COMPACTED TO STRUCTURAL FILL REQUIREMENTS OR OVEREXCAVATED AND THE OP77MUM LEVEL. DURING WET WEATHER CONDITIONS, IMPORTED SOIL INTENDED N O RT H REPLACED WITH A SUITABLE STRUCTURAL FILL MATERIAL. WHERE STRUCTURAL FILL FOR USE AS STRUCTURAL FILL SHOULD CONSIST OF A WELL GRADED GRANULAR SOILS ARE USED TO CONSTRUCT FOUNDATION SUBGRADE AREAS, THE SOIL SHOULD SOIL WITH A FINES CONTENT OF 5 PERCENT OR LESS DEFINED AS THE PERCENT BE COMPACTED TO 77 -IE REQUIREMENTS OF STRUCTURAL FILL DESCRIBED /N THE PASSING THE #200 SIEVE, BASED ON THE MINUS THREE-QUARTER INCH FRACTION. GRAPHIC SCALE FOLLOWING SECTION. FOUNDA77ON SUBGRADE AREAS SHOULD BE PROTECTED FROM ` 20 40 80 DISTURBANCE, CONSTRUCTION TRAFFIC, AND EXCESSIVE MOISTURE. WHERE STRUCTURAL FILL INSTABILITY DEVELOPS BELOW STRUCTURAL FILL AREAS, USE OF A WOVEN STRUCTURAL FILL IS DEFINED AS COMPACTED SOIL PLACED IN FOUNDATION, mw- GE07EX77LE BELOW THE STRUCTURAL FILL AREAS MAY BE REQUIRED. A SLAB -ON -GRADE, AND ROADWAY AREAS. FILLS PLACED TO CONSTRUCT 1 INCH = 40 FT. REPRESENTATIVE OF ESNW SHOULD OBSERVE STRUCTURAL FILL PAVEMENT IN PERMANENT SLOPES AND THROUGHOUT RETAINED WALL AND U77LITY TRENCH FOUNDATION, SLAB AND PAVEMENT AREAS. BACKFILL AREAS ARE ALSO CONSIDERED STRUCTURAL FILL. SOILS PLACE IN WET SEASON GRADING STRUCTURAL AREAS SHOULD BE PLACED 1N LOOSE LIFTS OF 12 INCHES OR LESS THE MODERATE MOISTURE SENSITIVITY OF THE ON-SITE SOIL WILL MAKE GRADING AND COMPACTED TO A RELATIVE COMPACTION OF 90 PERCENT, BASED ON THE DURING PERIODS OF RAIN SOMEWHAT DIFFICULT. MASS GRADING SHOULD TAKE LABORATORY MAXIMUM DRY DENS/TY AS DETERMINED BY THE MODIFIED PROCTOR PLACE DURING THE LATE SUMMER MONTHS WHEN COND177ONS ARE MORE METHOD (ASTM D-1557). SOIL PLACED /N UTILITY TRENCHES, -PAVEMENT AREAS FAVORABLE IF GRADING TAKES PLACE DURING THE WETTER WINTER OR SPRING AND /N THE UPPER 12 INCHES OF SLAB -ON -GRADE AREAS SHOULD BE MONTHS, A CONTINGENCY IN THE PROJECT BUDGET SHOULD BE INCLUDED TO COMPACTED TO A RELATIVE COMPACTION OF AT LEAST 95 PERCENT. ALLOW FOR EXPORT OF NA77VE SOIL AND IMPORT OF STRUCTURAL FILL AS ADDITIONALLY, MORE STRINGENT COMPAC77ON SPECIFICAT70NS MAY BE REQUIRED DESCRIBED BELOW, FOR UTILITY TRENCH BACKFILL ZONES, DEPENDING ON THE RESPONSIBILITY UTILITY DISTRICT OR JURISDICTION. RECOMME ED FOR APPOVAL BY --- -- Date:' BY: Date:'., BY: Date: = BY: Date: LW 03.03.16 W SURVEYED: siS SCALE: AS NOTED VERTICAL: NAVD 1988 HORIZONTAL: MAD 1983/1/1991 DATUM �VI�1 �� CITY OF �h R E N T O N Planning/Building/Public Works Dept. ALPINE NURSERY _ GRADING PLAN U 15007366 W05.23.16 MAJ DESIGNED: Y� MAJ 07.28.16 " DRAWN: YLP ONE INCH CHECKED AT FULL SCALE C NOT ONE INCH SCALE ACCORDINGLY BY DATE APPR A'PROVED,:.A' - 1�1/'1i! DRS PROJECT NO. 14069 A GD; R•.��oo�i DATE: 09.28.15 FIELD800K: PAGE: C9 SHEET: OF: 9 42 7NNINNAA w > Q Z r/ EL. W/ w L j / 0 ry w .2 07.28.16 z W z_ .................. J CR -1 .. ., STA. 50+50.00 Seq.. �S Q w Q w J SE 144TH ST TC 372.81 BC 37231 v < EL. 372.22'' y z _ O 2% EL. 372.1715 3 oovo°o°°� s EL. 372.91 72.32. TC 372.58 - -- - -- BC 372 08 1V L. 372.27 EL. 372.68, I � Ox36... . L. 371.20 .................... E � ..............................STA. �20+50.35............. CR -2 ADA RAMP AND CURB RETURN DETAILS PER WSDOT STANDARD PLAN F-40.12-02, SEE SHEET C13 TC 371.34 EL. 371.60 1' BC 370.84 ° r EL. 370.69 ? I EL. 370.96 EX. 370.69 >. 30.00'. �1 ACCESS EASEMENT < 2.0X . EL. 570.481ZEL. 370.75 EX. 370.73 All TC 370.94 EL. 371.20 BC 370.44 0 z i . I = PARCEL m 2323059156 4 TC 370.99 EL. 371.25 BC 370.49 EL. 370.9, 0 EL. 370.54 E' • 370 95, EL. 370.81 PoEX. 371.11 ,2090 ACCESS EASEMENT EL. 370.63 C0 EL. 371.46 TC 371.20 :, BC 370.70 EL 370 HIGH PT. EL. 371.46 STA. 21+47 26 CR -3 2.09 �0 67 6 $2 I,.t••3 g1k5I G` •.. ~STP• � EL. 371.36 SEL. 370.74 00 EL. 370.64 8ag�8 080° wr�Q J:`d 4.1' EL. 370.60 3 EL. 370.56 I' ADA RAMP, CURB RETURN AND DRIVEWAY DETAILS PER WSDOT STANDARD PLAN F-40.16-02, SEE SHEET C13 r Call 2 Working Days Before You Dig 811 Utilities Underground Location Center (ID,lVlT,ND,0R,WA) NE 1/4 SECTION 23, TOWNSHIP 23 N, RANGE 5 E, W.M. ALPINE NURSERY LEGEND CR -X CURB RETURN, SEE SHEET C3 AND C4 FOR DETAILS (ELEVA77ONS ALONG FLOWLINE) UX ADA RAMP, SEE SHEET C3 AND C4 FOR DETAILS i ROAD "B" EL. 370.02 EL. 369.99 O (op EL. 370.10 EL. 370.35 a:• o• ,2Oq EL `370.20 �• EL. 370.45 T,4 3699 • • • 69 .... ':: STA. 2 + 17.26 .. ............... ...............:.� CR- 4 ADA RAMP AND CURB RETURN DETAILS PER WSDOT STANDARD PLAN F-40.16-02, SEE SHEET C13 J D.R. STRONG CONSUL TING ENGINEERS ENGINEERS PLANNERS SURVEYORS 620 7THAVENUE, KIRKLAND, WA 98033 O 425 627 3063 F 425 827 2423 1 CITY COMMENTS, REVIEW 1 2 CITY COMMENTS, REVIEW 2 3 MYLARS HSI REVISION EL. 377.96 EL, .378:06 SE 144TH ST EL. 377.36 :o 03.03.16 o N0 SURVEYED: SJ EL. 382.36 CITY OF 414MAD b RENT 0 N - Planning/Building/Public Works Dept. MAJ R-2 E�• STq.. 81.60 .2 07.28.16 MAJ EL. 380.11 .................. EL 379.91 CR -1 .. ., STA. 50+50.00 ADA RAMP AND CURB RETURN DETAILS PER WSDOT STANDARD PLAN F-40.15-02, SEE SHEET C13 ROAD "B" 0� LOW POINT p• EL. 372.13 Vi EL. 372.85 F ?� o; �� EL. 372.29 N f EL. 37,3 19 2 9 a EL. 372.4 N:� � „2.0 6 sese 5.0. N So EL. 372.37 o0EL. 373.29 0�.,� 6,49,x• 08'8Ep ..3j2 .. • • L.... 72.52 ............ . 1.6' 9 .?6 :EL. 372.95 EL. 373.34 ;• '.............. STA• 30+32.74 EL. 372.5 © 0'`?,S EL....72.46 �3 CR -5 EL. 372.93 STA. 30+35.00 ............. CR -7 EL. 373.24 F� ]� EL. 373.03 ST'q . 3 •.6? x80 F� I STS 3,?6 '`std ••. siq• 3049 s...... EL. 372.70 �.......................:::: 3&.j..........................STA. CR -6 r ADA RAMP AND CURB RETURN DETAILS PER WSDOT STANDARD PLAN F-40.16-02, SEE SHEET C13 m EL. 379.36 p 03.03.16 M&I SURVEYED: SJ EL. 382.36 CITY OF 414MAD b RENT 0 N - Planning/Building/Public Works Dept. MAJ R-2 E�• STq.. 81.60 .2 07.28.16 MAJ DRAWN: YLP ONE INCH ............ Seq.. �S �, � • BY DATE APPR APPROVED: MAJ 382.26 o: jEL. 381.47 °< os000 EL. 381.37 O L. 381.35 L. 381.28 ROAD "B" l HIGH POINT EL. 381.21 EL. 381.20 �x O � EL. 381.10 O� EL. 381.22 ry EL. 381.32 EL. 381.59 EL. 381.50 :..380..95..... �.............. CR -8 STA. 52+2 .0 2 9 Q< x32 / ADA RAMP AND CURB RETURN DETAILS PER WSDOT STANDARD PLAN F-40.16-02, SEE SHEET C13 T-3 90001 M&I 03.03.16 M&I SURVEYED: SJ SCALE: AS NOTED VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/1991 - CITY OF 414MAD b RENT 0 N - Planning/Building/Public Works Dept. MAJ os.23.16 MAI DESIGNED: = 07.28.16 MAJ DRAWN: YLP ONE INCH CHECKED: MAJ AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY BY DATE APPR APPROVED: MAJ Nor:Z-FH GRAPHIC SCALE 0 5 10 20 1INCH =10 FT. 379. I ]w a a� Z D. - S' Date: BY: Da . - D. - L ALPINE NURSERY ADA RAMP DETAILS. 015007366 DRS PROJECT NO. 14069 A - CD: l 39000/ DATE: 09.28.15 FIELDBOOK: PAGE: DRAWING NO: C10 SHEET: OF: 10 42 w z J L EL. 369.51 EL. 369.48 21 L. 370.18 EL. 370.13 �~ ,y o.cD M oi9� oag � F� X7'O 3 ° / EL. 370.28 EL. 370.23 EL. 369.... . ..........................::•.: R-1 VF • / t ADA RAMP AND CURB RETURN DETAILS PER WSDOT STANDARD PLAN F-40.15-02, SEE SHEET C13 1 Call 2 Working Days Before You Dig 811 Utilities Underground Location Center (ID,MT,ND,OR,WA) J NE 1/4 SECTION 23, TOWNSHIP 23 N, RANGE 5 E, W.M. ALPINENURSERY .......................... w 3.73.06........... STA. 33+08.66 ��..37�3g8 3:66.. �.......... STA• 91 •..�� F 3? gk.1g A� EL. 373.31 ��5� P' EL. 373.24 EL. 37.3: 1 EL. 373.34 EL. 372.56 CR -1 EL „ 372.71 5 - .c A. 33+33.59. 372.63 T q � EL. 373.33 S n. EL. 372.72 >q °oo EL. 372.56 --EL. 374.48 EL. 372.52 ��06• �2 0��+• ., �- �. L. 372.80 EL. 373.23 LOW POINT rn: EL. 372.49 N EL. 372.70 EL 373.20 N N� EL. ••374.40 EL. 373.30 ° , o. ° L. 374.30 _,. . o. ^ EL. 374.38 EL. J72.62 °o.o oo°°° EL. 373.69 L: 372.02 ° 15 ` Oo°°o°gog° EL. 371.95 O EL. 373.63 12 SE 145TH PL EL. 371.99 0 1 B EL. 372.04 EL. 372.30 EL. 372.30 1 g O° EL. 372.61 EL. 372.30 °gSg%g8g8° EL.: 372.30 J72.69 EL. 373.01 0 �: cN f XA� h EL. 372.92 <1 HIGH POIN N . `r0 1 EL. 372-381 EL. 372.30 EL. 372.71 ��' ',i �yQ �0,. dao Z k$ EL. 372. 4 ty61 <; 1 EL 17 i 8 ° EL. 3 72. 3 0 oeoo EL. 372.79 5 a0000 EL. 372 0 ogo 39 7 $q,o %peg EL 372.30 0% bq �° EL. •: 373.11 `2-=- " EL.'' 373. 02 CR -11 /72.16 EL. 372.23 CR- f 0 ........... ;v.................TA. 34+03.78 EL. 373.05 EL. 372.95 EL. 372.8 X082¢. EL. 372.94 `. 084.. EL. 372.09 STA. 34f 13 .. wx EL 372.02. ..........:::::::::. CR -12 4' (TYP. ) ADA RAMP AND CURB RETURN DETAILS PER WSDOT STANDARD PLAN F-40.15-02, SEE SHEET C13 D.R. STRONG CONSUL TING ENGINEERS ENGINEERS PLANNERS SURVEYORS 620 7TH AVENUE, KIRKLAND, WA 98033 0425.8273063 F425.827.2423 1 CITY COMMENTS, REVIEW 1 2 CITY COMMENTS, REVIEW 2 3 MYLARS Hsi REVISION L. 378.40 L. 377.74 00 EL. 378.50 4 2.0 9A ° EL. 378.54 000� 0 Ilk 000�° g.0 ° 0 �ICR -18 EL,...3..7.7..7.8..... 55+01. 9 L. 377.78 0 STA. 0 L. 3 78. 444 EL. 378.59 Sr ..37>8 F< S5 ; • 66 .... ... Q ' ST•.s3 .. EL. 378.51 9`oo LEGEND 2 0 9� . J CR -X CURB RETURN, SEE, SHEET C3 AND C4 FOR DETAILS (ELEVATIONS ALONG FLOKINE) rn. (2) ADA RAMP, SEE SHEET C3 AND C4 FOR DETAILS w o• ° ryz EL. 378.41 EL. 377. 81 O W _ -----" _ '5TH PL. SE 145 -� � _ __---- Uj w ory EL. 377.73 L. 377.79 m ryw EL. 378.38 a m z W 1 EL. 379.04 z �6. • 52 TC 378.94 -<; BC 378.93 EL. 378.485 EL. 378.5: \ 37 9�f-09 EL. 378.99 o. 11A -' >oSg EL. 379.12 iv °0 8> .0 ° EL..379: Q °°°. o°�' 11 TC 379.02 1% BC 379.01 379.04 w' BC 379.11 (TYP•) ................. EL,.....6..46..................................... EL. 379.79 CR -14 STA. 25# 12. 6� ADA RAMP AND CURB RETURN DETAILS 3 9.2 .. EL, 370.45 �.. 1 L. 370.40 :o y EL. 370.35 ° EL. 370.30 EL. 369.68 20 L. 369.66 m SE 145TH PL w z J L EL. 369.51 EL. 369.48 21 L. 370.18 EL. 370.13 �~ ,y o.cD M oi9� oag � F� X7'O 3 ° / EL. 370.28 EL. 370.23 EL. 369.... . ..........................::•.: R-1 VF • / t ADA RAMP AND CURB RETURN DETAILS PER WSDOT STANDARD PLAN F-40.15-02, SEE SHEET C13 1 Call 2 Working Days Before You Dig 811 Utilities Underground Location Center (ID,MT,ND,OR,WA) J NE 1/4 SECTION 23, TOWNSHIP 23 N, RANGE 5 E, W.M. ALPINENURSERY .......................... w 3.73.06........... STA. 33+08.66 ��..37�3g8 3:66.. �.......... STA• 91 •..�� F 3? gk.1g A� EL. 373.31 ��5� P' EL. 373.24 EL. 37.3: 1 EL. 373.34 EL. 372.56 CR -1 EL „ 372.71 5 - .c A. 33+33.59. 372.63 T q � EL. 373.33 S n. EL. 372.72 >q °oo EL. 372.56 --EL. 374.48 EL. 372.52 ��06• �2 0��+• ., �- �. L. 372.80 EL. 373.23 LOW POINT rn: EL. 372.49 N EL. 372.70 EL 373.20 N N� EL. ••374.40 EL. 373.30 ° , o. ° L. 374.30 _,. . o. ^ EL. 374.38 EL. J72.62 °o.o oo°°° EL. 373.69 L: 372.02 ° 15 ` Oo°°o°gog° EL. 371.95 O EL. 373.63 12 SE 145TH PL EL. 371.99 0 1 B EL. 372.04 EL. 372.30 EL. 372.30 1 g O° EL. 372.61 EL. 372.30 °gSg%g8g8° EL.: 372.30 J72.69 EL. 373.01 0 �: cN f XA� h EL. 372.92 <1 HIGH POIN N . `r0 1 EL. 372-381 EL. 372.30 EL. 372.71 ��' ',i �yQ �0,. dao Z k$ EL. 372. 4 ty61 <; 1 EL 17 i 8 ° EL. 3 72. 3 0 oeoo EL. 372.79 5 a0000 EL. 372 0 ogo 39 7 $q,o %peg EL 372.30 0% bq �° EL. •: 373.11 `2-=- " EL.'' 373. 02 CR -11 /72.16 EL. 372.23 CR- f 0 ........... ;v.................TA. 34+03.78 EL. 373.05 EL. 372.95 EL. 372.8 X082¢. EL. 372.94 `. 084.. EL. 372.09 STA. 34f 13 .. wx EL 372.02. ..........:::::::::. CR -12 4' (TYP. ) ADA RAMP AND CURB RETURN DETAILS PER WSDOT STANDARD PLAN F-40.15-02, SEE SHEET C13 D.R. STRONG CONSUL TING ENGINEERS ENGINEERS PLANNERS SURVEYORS 620 7TH AVENUE, KIRKLAND, WA 98033 0425.8273063 F425.827.2423 1 CITY COMMENTS, REVIEW 1 2 CITY COMMENTS, REVIEW 2 3 MYLARS Hsi REVISION L. 378.40 L. 377.74 EL. 378.50 4 2.0 9A ° EL. 378.54 000� Ilk 000�° g.0 ° 0 �ICR -18 EL,...3..7.7..7.8..... 55+01. 9 L. 377.78 STA. L. 3 78. 444 EL. 378.59 Sr ..37>8 F< S5 ; • 66 .... ... ' ST•.s3 .. EL. 378.51 9`oo 2 0 9� . rn. 4 c .1: • cp o• ° EL. 378.49 °°°, °000s°a EL. 378.41 EL. 377. 81 O EL. 377.73 _ -----" _ '5TH PL. SE 145 -� _ __---- EL. 377.73 L. 377.79 m EL. 378.38 a m L.+ EL. 378.4 1 EL. 379.04 �6. • 52 TC 378.94 -<; BC 378.93 EL. 378.485 EL. 378.5: \ 37 9�f-09 EL. 378.99 o. 11A -' >oSg EL. 379.12 iv °0 8> .0 ° EL..379: FL. 379.74 °°°. o°�' 11 TC 379.02 1% BC 379.01 379.04 TC 379.61 BC 379.11 (TYP•) EL. 379.79 L. 379.69 EL. 379.71 ADA RAMP AND CURB RETURN DETAILS PER WSDOT STANDARD PLAN F-40.15-02, SEE SHEET C13 N C7 RT H GRAPHIC SCALE ` 5 10 20 Emow 1 INCH = 10 FT. RECOMMENDED FOR APPOVAL s.. BY Date: BY: Date: BY: Date: T 3 90002, BY: Date: MAJ 03.03.16 MAJ suRvEY'D: SCALE: Sis VERTICAL: NAVO 1988 A L P I N E NURSERY DATE: MAJ 05.23.16 M&I ��+ NOTED HORIZONTAL: NAD 1983/1991 :� CITY OF o9.2s., 5 DESIGNED: !1J MAJ 07.2$.16 MAJ Y� F1ELoeooK: DRAWN: YLP � R E N TO N -. � .ADA RAMP DETAILS PAGE: ONE INCH DATUM DRAWING NO: CHECKED AT FULL SCALE Planning/Building/Public Works Dept. C11 IF NOT ONE INCH 1 7 BY DATE APPR APPROVED`: , SCALE ACCORDINGLY U 1 500 / 366 SHEET:1 1 OF: 42 DRS PROJECT NO. 14069 Aj-jNjNjNNjAj� 00- 0 0 0 0 1 U) Q J W 03.03.16 Q z ry SE 146TH PL 05.23.16 U4 W J V) V O ry NN M&I z BC 369.27 bi Z CHECKED: MAJ J DATE APPRAPPROVED: MAJ Q BC 369.20 LEGEND CR -X CURB RETURN, SEE SHEET C3 AND C4 FOR DETAILS (ELEVATIONS ALONG FLOWLINE) 0 ADA RAMP, SEE SHEET C3 AND C4 FOR DETAILS Call 2 Working Days Before You Dig 811 Utilities Underground Location Center (ID,MT,ND,OR,WA) 7 M +� 1 CRY COMMENTS, REVIEW 1 D.R. STRONG 2 CITY COMMENTS, REVIEW 2 CONSUL TING ENGINEERS 3 MYLARS tn NE 1/4 SECTION 23, TOWNSHIP 23 N, RANGE 5 E, W.M. ALPINENURSERY EL. 371.37 1'C 371.27 ?C 370.77 EL. 370.65 EL. 370.57 TC 370.56 0000°° BC 370.55 '^ EL. 370.92 TC 370.47 w BC 370.46 TC 370.82 BC 370.32 03 03.03.16 MAJ S.RVEYE: ,S SE 146TH PL 05.23.16 C. DESIGNED: YLP MAJ TC 369.77 M&I BC 369.27 CHECKED: MAJ TC 369.70 DATE APPRAPPROVED: MAJ BC 369.20 EL. 369.80 �. TO 368.74 4" .. a. BC 368.73 1. EL. 369.74 EL. 368.84 Og EL. 369.08 jM °001 °o '° EL. 369.84 (f� ° w oae ;g.0% °8a 22 TC 368.66 w2 '�� °°oolo °°° BC 368.65 `( . VV EL. 368.76 EL. 369.71.. EL. 368.95 TC 368.91 EL. 369.61 BC 368.41 EL. 369.01 TC 368.66 BC 368.16 ADA RAMP DETAIL PER WSDOT STANDARD PLAN F-40.15-02, SEE SHEET C13 EL. 364.46 4 EL. 364.36 EL. 362.10 EL. 362.20 2.0 Cn EL. 362.00 N o EL. 361.98 D EL. 362.10 23 m ADA RAMP DETAIL PER WSDOT STANDARD PLAN F-40.15-02, SEE SHEET C13 ENGINEERS PLANNERS SURVEYORS 620 7THAVENUE, KIRKLAND, WA 98033 NO. REVISION O 425827.3063 F 425,827 2423 EL 367.87 ............................... , R-2 CURB RETURN DETAILS CUL -©E -SAC AT SOUTHERN END OF ROAD "A" MAJ 03.03.16 MAJ S.RVEYE: ,S MAJ 05.23.16 MAJ DESIGNED: YLP MAJ 07.28.16 M&I DRAWN: LP CHECKED: MAJ BY DATE APPRAPPROVED: MAJ SCALE: VERTICAL: NAVE) 1988 AS NOTED HORIZONTAL: NAD 1983/1991 je . CITY . OF RENTON ONE INCH DATUM AT FULL SCALE Planning/Building/Public Works Dept, IF NOT ONE It - - SCALE ACCORDINGLY EL 365.77 EL 365.86 iii NORTH GRAPHIC SCALE 0 5 10 20 1 INCH = 10 FT. • • - • • • • • Date: Date: Date: DATE: ALPINE NURSERY 09.28.15 FIELDBOOK: PAGE: ADA RAMP AND CUL-DE-SAC DETAILS DRAWING NO: C12 U15007366 SHEET: 12 OF: 42 DRS PROJECT N0. 14069 jAj-jNjNjNjNjAj� C p:T-39oo oD3 00 0 0 0 0 a I W 03.03.16 MAJ Q ry 05.23.16 H J kw W (L v 1}vl �nAN 10iicl O r DRAWN: CL 0 0 CHECKED: MAJ z DATE APPR W 4. Not used. rNw. z aua opNnuNaariaDrnR r•r .r . 6. The eng{ReerYWll deWgn all ddvewaya to lndudeelava8mis at el 4 NME owvswnrutNmtue +ELs1aANaoN io"SEWt.aa. OEM nJ 1� OE�RE89E0 MONOLIrFRC t Uflea pUTTOtDEfA0. B. Not used. aEE NO1Ea 7. For Ddvaway WIdtM see ORNEWAY STANDARDS I Call 2 Working Days Before You Dig 811 Utilities Underground Location Center (ID,NfT,ND,OR,WA) • A • �4 NE 1/4 SECTION 23, TOWNSHIP 23 N, RANGE 5 E, W. M. ALPINENURSER.Y .. _. aar a. nsw.nne s ��'��•; �• ^,ems ..__.. -: 1 I CITY COMMENTS, REVIEW 1 D.R. STRONG 2 CITY COMMENTS, REVIEW 2 CONSUL TING ENGINEERS 3 MYLARs ENGINEERS PLANNERS SURVEYORS 620 7THAVENUE, KIRKLAND, WA 98033 NO. REVISION 0 425.827.3063 F 425.827.2423 MAID 03.03.16 MAJ SURVEYED: SJs MAJ 05.23.16 hW DESIGNED: YLP kw 07.28.16 MAJ 1}vl �nAN 10iicl 0 cl DRAWN: iEE xinia 0 0 CHECKED: MAJ BY DATE APPR APPROVED: kw 1 flN._•_. .�...y.._ ni[NO�� - IOM 0 oeexolEn anNDnb 0 0 I r 0 ip1iDPMYED DaoEwArraal{iao -1 0 1}vl �nAN 10iicl 0 cl 0 iEE xinia 0 0 i iri 0 \ y..._•. 4. Not used. rNw. l O O 0 O 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 FRONT VIEW SIDEVIEW NOTES - 1. INSTALLA77ON OF N.D.GB.U. (INCLUDING CONSTRUC77ON OF BASE) WILL BE DONE BY U.S POSTAL SERVICE 2. DO NOT PLACE MAILBOXES NEAR CATCH BASIN GRA7F; 15' MIN. DISTANCE NEIGHBORHOOD DELI VER Y & COLLEC TION BOX UNI T (N. D. C. B. U.) TYPE l MAILBOX INSTALLATION (16 BOX UNl T) CITY OF RENTON STANDARD DETAIL H026 NTS SCALE: VERTICAL: NAVD ,988 3/1 CITY _ 0 E AS NOTED HORIZONTAL: HAD 1983/7991 :� RENTON ONE INCH D�/►TUM AT FULL SCALE Planning/Building/Public Works Dept. IF NOT ONE INCH SCALE ACCORDINGLY NOTES l.Eh �., '�" CFIIENT COtk,7iE1E .�/ 4''` ! •I tiy. d1R9 {C OUITER -. � (BEE NDTe aS nteip02u . w 11hWse�itaaaenZ!adatIV ma*mxnspadngvIlmtMv" �® ceN> OTon�I; CINIM btrt�feMsellEETI = /! . S1AC- 1• i' 2. Sea sid. plan 102 for @Wma* dotalls. F" �� 10 10 (COMMRRCUtL; VYIiH 6UFFEly NOTES 1. WMn a drtvawsy wkb exceed,16 teat, oonvinict a hiR depot expaRslon wEtt318•JdnttNaretgylhs Mtte ae (sea std, Caw9vct axpenslan)uil i wkli file "Marcum o 600 MAL nteip02u . w 11hWse�itaaaenZ!adatIV ma*mxnspadngvIlmtMv" �® ceN> OTon�I; e W � NEE NDIEi{: S1AC- 1• i' 2. Sea sid. plan 102 for @Wma* dotalls. . VY,R -.ELY 3. Curb and er Ytwwn. other aa6 daatpra may be spaciAed, yuq Ssa std. pTen 101 for curb debdle. , ' VV�a 3f'pWA1e1sar (1EEa I nYPJ PUtN/IR{ i F17i y..._•. 4. Not used. rNw. l aua opNnuNaariaDrnR r•r .r . 6. The eng{ReerYWll deWgn all ddvewaya to lndudeelava8mis at el 4 NME owvswnrutNmtue +ELs1aANaoN io"SEWt.aa. OEM poin madtad tv(R1 Wymboi AR ebvaHone pnW at the bsdcot oudt tap on uphtY aide OE�RE89E0 MONOLIrFRC t Uflea pUTTOtDEfA0. B. Not used. aEE NO1Ea 7. For Ddvaway WIdtM see ORNEWAY STANDARDS (Sea NOTE 10). The aapeNuton Joh (esa ald pkn 102) WIIER be �I apeaM ss shown In the conespondlnp NDlnsfrb vNw. 8. Srply wRh eeotbna 8303.21 a R3Q9.Z,2 Or P===21 R303.2.3.1' RevlaedDEsht3iddeNmtIi#AccOMtbt Allo — PAC, OF ADJACENT Clma RIShIb-obWay ofNovewSa 23, 2005 (PROWAG), 1• 9, l oto�b ype C -MAX OrNawaymey be epprnved on ,... ,SURFACE �I•R 10. STAM STANDARDS Renton MunklpatCdde(RMC) \. TOIVDsve(opanmRasel:tiora �') � e • ' 'ate• CHAPTER 6 MEET AND UTIUIY STANDARDS ''^�_...�/'%. Seetion4-"GO4TREETSTAROARDS DEPRESSED CURS DETAIL - AT RESIDENTIAL ORCOlA1ERCIM DRIVEWAYS, ANDALLETS DRIVEWAY STANDARDS - Renton Munit"I Code (RMC) Title IV Devakw~t ReaulaaJan DdTm y Exempla; TYPE C113 CNAPTER4 R=1NaaDna, C-cmaowr CITY-WIDE PROPERTY DEVEU7MENTSTANDARDS 1f Seetlott W PARION% LOADING AND DRIVEWAY "1 to 1Rtbnana REGtMO NS4.4-O e.N7prgiwsns aelN etanlwtW9~ PUBLIC WORKS ' CEMENT COMO"� DRIVEWAY Pf.AN 1 i DEPARTMENT •NTOANCEb. NOIMSR AND DNTAULB ., IE RNRVxto.N1 9�NDR1 ..i CFMEMCDIKRFIE J atpain,J B CUNeW�fTai� p6FNOTFq fA•COMMCTg11JDERJIYP.1 arD, NAANN bry PIANwEW NEE NDIEi{: . ltlV ORIYtwAr W PAVED IRWNED � VV�a 3f'pWA1e1sar (1EEa I nYPJ PUtN/IR{ i F17i y..._•. CI rNw. l aua opNnuNaariaDrnR cENen eawdlEr[ tIDEYS.LN aE abNJOWT(hW,l y E�� ,tigt R SECTION � (V aEE NO1Ea bk DiiiRFNC61N ilMFRNII -" Fes,.. �I RNRVxto.N1 9�NDR1 ..i CFMEMCDIKRFIE J atpain,J B CUNeW�fTai� fA•COMMCTg11JDERJIYP.1 arD, NAANN bry PIANwEW JiiE VV�a i F17i y..._•. aaKEM%.aFE NOTE.aM% rNw. rte' aua opNnuNaariaDrnR cENen eawdlEr[ tIDEYS.LN abNJOWT(hW,l IiEENDRh SECTION � (V �sto•v1AN b> muxn. bk DiiiRFNC61N ilMFRNII -" Fes,.. Cgs; a10EtYMN TYPE R18 - ISOMETRIC VIEW (RESIDENTIAL; WITH BUFFER) O For NOTES STD. PLAN 104.2 PUBLIC WORKS CEMENT CONCRETE DRIVEWAY + ► PPR VED:.: DEPARTMENT ENTRANCE -'rYhE RID r � RECOMMENDED• ' A • A Date Date: BY: Date: BY: Da . - ..- J J ALPINE NURSERY ROAD AND STREET SIGN DETAILS 015007366 DRS PROJECT NO. 14069 A - . c •b: t-3g000q DATE: 09.28.15 FIELDBOOK: PAGE: DRAWING NO: C13 SHEET. 13 OF. 42 00 NE i/4 SEC TION 23, TOWNSHIP 2J N, RANGE 5 E, W. M. 0 0 ALPINE y 30' R. 0. W. DEDICATION 3' O 0 3'53' R. O. W. 3• EX. 30' R. o. W. 13' o 1• 1' L s 26' PAVEMENT W/DTH o 0 o 0 o I vi NURSER �. 13' LANE 13' LANE w I, w ti. W Q_ 0 0 o w°W oW MP) Q � I w w � � � ?. 17 o o S+Vp E w w 3 w 8 PLANTER 5 SIDEWALK 1, AXCL P. 5' SIDEWALK k q I 6" MIN. TYP. 1 MAX. s. w 8' PLANTER 8' PLANTER 5 SIDEWALK P�• P ��\ 0,0 4 Q o o __ 2 f SL p 4 M 2 .02 FT.�FT. 0 FT r qX. 6" MIN. TYP. o v 6" MIN. TYP. 1 s, FT' PF ()PE 7/�" .02 FT./FT 02 /FT - fT .02 FFT. ;�,. , ,, f..` ; ,...,... FT 02 F7 / .\ ` i \� \ \ 4„ CEMENT .c 1.77 �.�i. ,f,_., . i; , ,;r ,, , CONCRETE SUBGRADE SLOPE ` VERTICAL CEMENT CONCRETE NC 4" CEMENT ��✓� .\ ;` \<</" `1'`` : \\ .� \\ \\ . ` ,� .\Y \ J ' \r° 4" CURB &GUTTER �' �— -i % , ! %?�- uy \ �';: j \ ,' CONCRETE CONCRETE v�^ F ,. 0.02 FT/FT Q CATCH BASIN & STORM CATCH BASIN L STORM ry � ., SEWERS SEE PLAN SEWERS (TYP.) FULL WIDTH GRIND W 6 /1 ^, .� - 7' MIN. TYP. F— `�_� 1.5 MIN. (TYP.) AND OVERLAY 4 HMA '7,7 8» WA 6" CRUSHED ROCK BASE OR 0 �/ 10' MIN. TYP. 4.5" ASPHALT TREATED BASE 4 " HMA In 8" SS 6" CRUSHED ROCK BASE OR COMPACTED SUBBASE z 4.5" ASPHALT TREATED BASE ROAD "A " COMPACTED sueeasE A WEST HALF 161ST AVE SE STA. 50+50.00 TO STA. 56+83.38 E W NIS c8 z 23' R.O. W. DEDICATION i , 3. NTS CE .J 3• 47' R. 0. W. 3' EX. 30' R. 0. W. 13' 1' l L 3 20' PAVEMENT WIDTH 3 3 0 o d o ±17' 10' LANE 10' LANE wLU W o s�pPti 0 3 2 o E o k 3 o W 8' PLANTER 5' SIDEWALK pJiP�' w w �0P w a o v Q MAX. 2;1 5' SIDEWALK 8' PLANTER 8' PLANTER 5' SIDEWALK MPS 5 Q I a 6" MIN. TYP. `�'SLOPE e �F S7 11, . 6„ MIN. TYP. o W 6„ MIN. TYP. 4:1 MAX Z 1 F> Q o 02 FT. FT. 02 FT FT. o SLOPE `C ''` 02 I '/F T• FT FT. j `' �jj g \✓l`\/\ i , l n\. \ i , \\ \\\ " 02 FT./FT 02 .02 \\ CONCRETE < SUBGRADE SLOPE VERTICAL CEMENT CONCRETE :. 4 CEMENT 4 CEMENT} f` . „., \ .; : : ,. ; \• ,t,\\:, ;� \ \ f \ r :F `; 4» CEMENT 0.02 FT/FT CURB & GUTTER CONCRETE ,\a,.ii .•.•... ti ��/��/ CONCRETE CATCH BASIN &STORM \\3 �/ `F \ \ "` CATCH BASIN 8c STORM SEWERS SEE PLAN SEWERS (TIP.).0 FULL WIDTH GR/ND AND OVERLAY 4" HMA 8" WA 6" CRUSHED ROCK BASE OR 4" HMA 4.5" ASPHALT TREATED BASE 6" CRUSHED ROCK BASE OR 8" SS COMPACTED SUBBASE 4.5" ASPHALT TREATED BASE SE 145TH PL COMPACTED SUBBASE s WEST HALF 161ST AVE SE STA. 56+83.38 TO STA. 60+22.90 F NTS C8 NTS C8 30' R. O. W. HALF WD TH 3' 30' 3' 1 21' R.O.W. 1' 3• 0 13' o o 20' PAVEMENT WIDTH O of W 10' LANE 10' LANE w w z �� Wa o 0 o o j w w 1, 06'2' w cw, w a s W 2 8' PLANTER 5' SIDEWALK 1 AX 2 M`/� S�O'� ¢ Mq,�, 6" MIN. TYP. o I SOF GRIND AND OVERLAY AS vl �n k » 4'. M � �" S NECESSARY TO OBTAIN ,\ \\ t� 6 MIN. TYP. , • `.\t OPE Z X �. LQ 6" MIN. TYP. AX. M �/ 2% CROSS SLOPE 02 FT. 02 FT FT. , 4;1 M ... �FT , • ".:,>. �� ' - — _ SLOP 02 • 4 CEMENT /� ia�w�l,�\r�\��/i:'�y\%r * FINAL DETERMINATION OF SAWCUT LINE TO I SUBGRADE SLOP'��'' CONCRETE 2\ 77, `�``i.'� :':";`�� i'`p.< `>;��. VERTICAL CEMENT CONCRETE ,; f\/�, \ / .\� `ate v BE DETERMINED BASED UPON ROAD CONDITIONS 0.02 FT/FT CURB & GUTTER BY CITY INSPECTOR. 5'2 CATCH BASIN &STORM '! CATCH BASIN & STORM MAY EXTEND TO CENTERLINE /F ROAD EX. 12 SS MAIN SEWERS SEE PLAN SEWERS SEE PLAN CONDITIONS WARRANT. 2" CLASS B HMA OVER 6" ACP 8" SS 4 " HMA 6" CRUSHED ROCK BASE 6" CRUSHED ROCK BASE OR COMPACTED SUBBASE 4.5" ASPHALT TREATED BASE SOUTH HALF SE 144TH ST MINOR ARTERIAL STREET YAC ROAD "B" COMPACTED SUBBASE G NTS C8 NTS C8 3' 1' 23' R.O.W. DEDICATION i EX. 30' R. o. W. �s 0 L 0 wo _ sl pA, 4. T 5' SIDEWALK 8' PLANTER .•SCOPE 6" MIN. TYP. FT. FT. 4" CEMENT CONCRETE VERTICAL CEMENT CONCRETE CURB & GUTTER CATCH BASIN & STORM SEWERS SEE PLAN EAST HALF 160TH AVE SE Call 2 Working Days Before You Dig 811 Utilities Underground Location Center (ID,MT,ND,OR,WA) • / 20' 02 FT,, 3 0 �I V � 0 0 EX. GRAVEL ROAD o w �I SUBGRADE SLOPE 0 U o. 02 FT/FT 4 HMA " \-8" SS 8" WA — 6" CRUSHED ROCK BASE OR 4.5" ASPHALT TREATED BASE COMPACTED SUBBASE NTS 1 I CRY COMMENTS REVIEW 1 D.R. STRONG 2 CITY COMMENTS, REVIEW 2 MYLARS CONSUL TING ENGINEERS 3 ENGINEERS PLANNERS SURVEYORS 620 7TH AVENUE, KIRKLAND, WA 98033 NO. REVISION O 425.827.3063 F 425.827.2423 SCALE: VERTICAL: NAVD 1988 AS NOTED HORIZONTAL: NAD 1983/1991 4911, CITY OF RENTOR ONE INCH DATUM AT FULL SCALE Planning/Building/Public Works Dept. IF NOT ONE INCH SCALE ACCORDINGLY BY: Date: R=3 900 0BY Date: BY �?te: ALPINE NURSERY ROAD SECTIONS 015007366 DRS PROJECT NO. 14069 A - N N c D = IIII'00 sv DATE: 09 28.15 FIELD PAGE: DRAWING NO: C14 SHEET: 14 OF: 42 MAJ 03.03.16 MAJ SURVEYS: sis MAJ 05.23.16 MAJ DESIGNED: YLP MAJ 07.28.16 MAJ DRAWN: CHECKED: MAA! BY DATE APPR APPROVED: MAA! SCALE: VERTICAL: NAVD 1988 AS NOTED HORIZONTAL: NAD 1983/1991 4911, CITY OF RENTOR ONE INCH DATUM AT FULL SCALE Planning/Building/Public Works Dept. IF NOT ONE INCH SCALE ACCORDINGLY BY: Date: R=3 900 0BY Date: BY �?te: ALPINE NURSERY ROAD SECTIONS 015007366 DRS PROJECT NO. 14069 A - N N c D = IIII'00 sv DATE: 09 28.15 FIELD PAGE: DRAWING NO: C14 SHEET: 14 OF: 42 w z !y t- W 0 w (/) O ry z LJ.J z J n Q CB 20i TYPE 2-48" CUT IN CATCH BASIN W/ ROUND SOLID LOCKING UD STA. 15+2381, 17,32' R (S7R ) STA 50+17.32, 11.86' R (S7R•) RIM 37x51 (MATCH FG) NEW 12" LCPE 37200 (S) IN EX. 1$^"., CPP 371.50 (E) IN EX. W 0?P 371.50 (W) OUT a 33 LF 12" LCPE (P20) NE 1 /4 SEC TION 23, TO WNSH/P 23 N, RANGE 5 E, W. M. A L PINE NURSER Y t. TYPE 2-48" STA. 59+06.92, 11.39' R (STR.) RIM L368.36 2.17'R g ,1 CB 19, TYPE 1 �' » I i R/M 1365,36 I r 12 /E 363.59 (N) IN fir__ , (� iW ) AJ.W (N) OUT . II 12" E 363.59 (S) !N f I ' S7"A. 50+50.00, 12.17 R I I R1! 379.83 ` r-- �wa's " ' %18" E 363.09 (W) OUT i I I 1 " !E 376.83 (N) OU 15A, TYPE 1 �� --' • _ _:' _ 6 58+54.79, 1217 R 5 60+ . rM 369.99 < �12 J .4 INE 365 9 (W) JE 364 99 (N) !N / 64.9 E 3 9 S OUT Bl D REC770NA VANED GRA TE ., WTH THROUGH CURB INLET .< _:�, • ,:' r ,. ,.... e < , .e. .. .. - ..>,. , ,: i, .,,, ?•? , %5 �- Y,a ` -k.<.. ..: z .„w' q 7' i;;: r✓ € ,,.. J . STA. 54+70.0 12.54 R STR RIM 77. 1 ' 3 5 6 !E 372.51 /N ^ x 12m JE N ;:3 p J72.51 S OUTkv 6QSTAVESE Z t1�R i , r �y q. 16 GATE W7TH 2>t8 SiMNgNG SEC77q0S , 52 LF 12" LGPE (P.15A 17 -�,-... �.� EMERGENCY OVER`OV S ILLWAY � ... .. •" .a., -x ... . , ..,<.- .... yA , a, ., a ,,.. x , #:w' 06 - SEE DETAIL SHEET C30 >":: < , ; , , ':. ;e .,•: ., ; +.; .- :. 3 - . CJS \ f < y, g r • , 1 x 1 e ;e+,r•' t , , �. I LC c, cfl 8F 8 STORMS B iYP x } 1 , n t ry1 Si 3.13 ::.. �N'" W S Y .< ... � n x •.< < , $ .. .. ... '. < ,§ • ..,•+;`:-.- , x x 1 CHAINUNI'ZPENCE PER W500T O - - PLAN L-20.10- E ! 1 I :. 1 I STA 55+E41, 139' R STR # 9 " ( 1 D I r 79 09 I�6 IE 371.88 (WN !N 12» /E 37138 N IN 12 x. I ( 2 /E J7 !J36 TYPE 1 B: OR 1 15rr APPROVED E4UA TYP 38 (S) OUT 30'Lxl8'W NET B/OSWALE.` `I EE SHEET C29 FOR DETAILS` �'\ r I� f I I •,, M 18 1 14 LOPE P1 I .......... 24" !E 361.65 r - CT CB IA TYPE 2-48" BIRDCAGE _ - 3 ._.... ....... /` ✓ _ 'r I Tt1M 61.00 , 80- ' /, „r_ 362 �y \� j s � » 3 _....... r 8J58.50 ^`. ! S OUT E a r N: ( ) 376._._......_ .. _ ....,. "� ; �- 3 _ ...,, ." ! / ! i � � (PIA �.. _. 374 .....:._...... __ ...... r 372~ ' 1 `� s , ;. u �,�;:" 378 CB 1 TYPE 2`60 � f .\ �:#'f»LF 18 L �. ,\.. 3t 374 ; 18 /E 358.00 (N) IN t N?7H SPILL CONTROL TE .., _ 40 L t '1 Y� )! s i A - �:s°.:' CB 13 TYPE 1. ' :.-" ., `,, ,� � _�_..."_. `"CB�`f03,7'YPE 1 € :7, 3t !/' \ti � '-° t . _ .-' � 7 �^ .,. \-_.......-_ ._ 378 - a �' E 1 � t i f �o ',� e Bl-DlREC710NAL VANED II F ' _ _ _. __, _ _ I STA:. 61+93.56 9.62 R (SM.) 6 4 - i t ; cow r I k 376 4 t t WITH THRbUON CURB NLET <'" RIM 366.68 ! t , CB 14 TYPE IL 7 5.6 + _�� CB� 205 TYPE 1� t I t t - „ I STA. 61+93. f9, 9.1:7, L , ` I 1 i N 1 f " ! 1.77 SW lM; `p t I t t °' -� =- . STA. 37+10.63 50.28' L 1 l A STA. ,42+09.37, 9.54 R 12 IE 369.63 (SW) OUT 2 E ( ) t• t : , - " _ I .".,,_ ,,.,.. ^ 18" 1E=361.77 (S) IN I co t i . v71M X364.50 A m �`" RIM 372.12 // I I RIM 373 63 I J ! N 6" ,JE 369.62 (N) IN / I) 22 12 !E 369.63 (NW) OUT + tt (I N'26 J 24" lE 361.77 (NW) IN "� t t' t I ; _�`e ,_„ 18 IE 362.00 (E) IN <� 12' lE 369.12 SW OUT - TWE 28 LF 12" LCPE` P205 - 8 LF 12 LCP� P103 2 TYPE 2-48" 24" IE 361.77 E OU I + i tl% ? ,'` I i ;; 18" JE 362.00 (N) OUT () II z () I CB 1 TYPE 1; i,. CB 21 TYPE 2-48 ,T I dB 12, TYPE 1 CB 3 TYPE 2=48' �` ��' t t ` .��, a " 1 % I� 2 B1-DIREC71ONAL VANED GRATE _ I r DROP CATCH BASIN TA. 35+89.01, 11.71 I WITH ROUGH CURB INLET `� Bl Dl EC77ONAL VANED 1GR\A ; -^ (37R) ; �` t PRIMARY OVERFLOW BIRDCAGE �`1 z i t `LI� I IW7H ROUGH CURB !NEST d' t STA. 33+85.86, 18.'36 , tt (Tl�.) 1 ' "� ; _ 362.75 �'. r t lM 368.15 �> r 1 STAB ' 30+ 19.39, 17.89 L (STR.) STA. 1 +69.96, 24.58 L i i STA. 61 +77.46, 18.58 R (TR,) », '� �- v.' . % ;" 2 !E 360.75 (SW) OUT STA. 4f+70.89, 19.39 R STR � t � lE, 363.49 (E) IN - ( STA. 3+42.26, 14.06 L <, I RIM 372.17. # 1 " !E ' - --- ' / !r _..-.... s ' k � `.. D%TAILSHEET 029 _ o I 362 99 (W) !N �RIM 372.04.,w i _ R/M 72.40 W 12 !E 367.00 (NE) IN \ W43 LF 12" LCPE (P13 0 6 /E 369.46 S8 IN " 24 (' :* .. \4" I£ 361.'99 (N) IN ,/ 8DI P4 >> r I N( ) 6 /E 367.90 (NE) IN o t 118 /E- 362.70 (W) !N Y N / -; < M4S' LF 1E ®1.098 P22 E 1 12 !E 368,.-98 (NW) OUT » � 4 /E 361.99 (SE) O T / t /, � N 1 / 4 70- . S _,OUT ... 2 367 0 (SE) IN - _ _ _ 12 367.40 W OUT N .\ - -= '` 11 0B 22 TYPE 2 48 BIRDCAGE '>CB 11A TYPE 2-48 - -_ - -- - - - r) y. .. - '' �' (LINED WITH RIP -)MP) .. „ �V ROUND.. SOLID LOCKI G LID 3 F 12 LCPE P10 , 77,,F, k.< - WITH 2O -F DISP SAL TRENCH s >. ( 5 _�T• 1.73 5 A 30+09.37 3 5 S1R ,.':23£: "'(NE)" T 41 .7 .37 R 7RS A. +�6 5 9 S:M �.....:�;.<.. , , • . ,%�80.2s� fi1E �:�lI1I` �,x. �, ��<... 124- « RIM 372.53 - i 4 P : 62 LF ; f5.' -STORM ( ) 20 LF 24- LCE (3 ' SEE DEAlL SHEET C2 .. ,. .. , " t 0 , 12 /E 368.9 SE IN .w>~ .. F30 < , P P f SE E In _ N - i� ---�- -T- -- _ i - _ ' , m- 3210 u I/ : -r- j + < 12 !E 368.9D E IN _--- 33+ 00 _ .. _ > � ::ROA : . „� , , ._ t . s. , ....n� •- ,.. . � � 12 IE 368.90 W OUT , , • , 20 67 LF42 -D/ ( 101 �,� R- { s ,k P ei•^ 'Y h q 3 I B' t 1 F k `t'' T r c °x N 7 1 P P4 Lf 8 LC E I I € x j ,r• y Y, - - _ z w .< e. . , •,,, .,,,,.,,r., „ i - --- .._ _y .__ L w^ , _ I 2 ;LF 12 <LCPE`(P102), 374 0 48 LF 12 LCPE (Pl fA) CB 5 TYPE 2 48 CB 4 TYPE 2-48 1 �a ! STA. 33+77.30 17.87' R STR ai 1 STA. 33+51.48 ,21:04 R , € ; S7R. ry _, O Y 1, ""tea REMOVE EX. CB AND REPLACU W II,• - CB -1 t,' TYPE `:1,- _. • ; C .') i % , - STA. 61+35.63 12.80 L- STR:_ i' J' o_ `f STA. 61+40.70, 12.72 R STR CB 18 TYPE 2-60 . x STi�.::1.+1,9;0 ,9:1_.7.- R \ II < } x = RJM 372.04 ; RIM 372.11 ,; -. CB 102 TYPE 1 r _ RIM 372.21 " ro �a.. i » �o CB 101 ''TYPE''i`- STA. 10+84.89, 15 R (STi .) r ;, �. � r » 6 /E 36400 NW : N 12 /E 363.39 W lA/ 7 r - } 26 LF 12 '::LCPE (P10) ( ) a O S .35+88.89, 12.1 R , STA. 20+15.68 3 .77� L :,5T7 ; '> 6 /E 36916 - ) IN i - N W . 1 » BI-D/I�EC770NAL VANED GRATE (. , ;_)x i , , " I ` »� 12 /E 363 50 (E) IN X18 !E 362.89 (N) IN �; RI 368.11 r' 7 ,'` 5, `• ' ' i . >', :,; , RIM 372.23 =1 z_; III f2 IE 368 66(E) lN;,� . CB 9, TYPE 2-48 ,G�., " W N N iMlH THROUGH CURB" INLET r y " _ .._ 3 ,- 18..., lE 363.00 , W 1N -- I a v 8 /E 362.89 (E) 1U7 1 6 /E 363.61 (W IN w RECONNECT ALL { . PS' -` 12 /E 368 66 (W) OUT R W/ ROUND SOLID LOCKIN LID ; - O ) STA. 36+90.07, 0.03 L » „- II W �a . \,I "c�M 18" IE 363.00 S OUT R I N .` 12" lE 36311 (E) OUT '� F 1 I £ 3 �. 1 STA..",21+91.43, 12.17 L STR () N: C8 104 TYPE 2-48 RIM 3fi4.92 2" E 368.92 ,N) /N; a u> y ._ NII I , :: '' -� CB f0, J YPE 1 \ate ( ) ° ' :z : ' t .... <.< -ST�1. 40+12.17, 9.1T R STR. =s CB 8 TYPE 1L` - 26 LF 18 LCPE (P5) as STA. 25+5Z97,'38.001S . 6 !E 36'244-(ky)'rN'4 , 18 /E 368.52 l� t __ R . -: >*a STA. 3 00, ; 9 :17 R ) , _ I( ) » 4 B/ DlRECT10NAL VANED GRA7FX f2 IE 362.44 NE OU]`18 /E 368.47W� OUT+ =r < R/M 37('t00 • R/M 370.34 ( ) to it < _ \ N rM %H 7HlOUGM CURB INLET STA. ,60+38.00 °9.95 : R S11Z ( )_ N 12 IE 365.84 (E) IN " _ R/M'369.51 /i 12 JE 36700'{E) 'IN, » +4 N:? N + o , . ` =' a x ;: STA. 23 0.85, 12:5,4 L S7R _ " 12 /E 365.84 (N) !N ( 37 LF 18 ='> LCPE P7 .< 31 " ' 12 /E 364. l,6 (SW) IN ! 4 .� e v f2 lE 367D0 (W) 12w N __....-RIM_.36-7t0 g I Lt , > t `` �. \ 18 /E 365.34 N IE 64.16 (E) --- f I .. _...... 2 .- �- 3 .. _..._ _..._ ._. ._ .. - .- - a _ -_.. _ 70 _ - _.-___ _ 3 .d 1$ lE- 364:53 .S ..-OUT - - _ � >* i 204 / a , `A .. s :., s , a. .:. ', .. , b. ., Y a s r t ":. " -. _ , � r i A A(xv x `•fix 3 _ v \37 LF 12 L _ F 1'- 149 LF i a ;, x ay.,•' N > 4 4sS6' xa r > , r, �•-_ �y 172 LF x18 ! fi " 87 P8 LF PF. >1 pp x d0l ... ...... , ,,,i>. r V M - f - . 28 _ -eft, ,'; 3 ` <tl 2-•- J e :CB 304. �? "t-- } - m i �6�T _ IY AV E S E w� �e ; 2 " 9 f 0 ' ` ` .. ... , ,C :204 TYPE 1 f �. ,>-.,�.,�., n �, � , .. B STA. 26+66.34, 12.17 L s 6x _�: t CB 109 TYPE 1 d CB 404, _ ' Bl-DIREC77ONAL VANED GRATE ` , ::.,' ' RlM� i 4 STA. 27+53.83 12.17 L i 21,4 O RT H CB 7, TYPE 2 ' 48" STA. 25+82.96 12.17 L RIM 68.65 , ,29.1 96. g' cti rs as - WI7H THROUGH CURB INLET ;- , I N " 12 /E 364.34 (S) /N 12 !E 364.76 N OUT s STA. 25+12.96, 11.41 L STR. :3 ZZ 76�`S Ri 368.20 I STA. 21+04.69, 12.54 L (S1R) R!M 369.38 ( ) � � � � �� 12 E 365.20 (N) OUT GRAPHIC SCALE . > o RIM 370.33 ( ) fi £ ;I " " 12 /E 364.34 NE O T 80 " 12 /E 367.33 (S) OUT 18» lE 36.3 67 (N) IN �� 18 /E 363.67 SE OUT CS 6 TYPE 2-48 0 20 40 ( ) Bl- DIREC7701VAL VANED GRATE \ 1 INCH= 40 FT. I ! WITH 7HROUGH CURB INLET I l I I I STA. 25+39.20, 38.00 L (57R ) Call 2 Working Days Before You Dig 811 Utilities Underground Location Center (ID,MT,ND,OR,WA) VERTICAL DA TUM: NAVD 88 PER KING COUNTY DEPARTMENT OF PUBLIC WORKS SURVEY BRANCH (KCOPWSB) VERTICAL CONTROL. LOT RUNOFF NOTE: RUNOFF BETWEEN ADJACENT LOTS TO BE HANDLED DURING INDIVIDUAL BUILDING PERMITS CATCH BASIN NOTE: IF DURING CONSTRUCTION, IT IS FOUND THAT PIPE ANGLES REQUIRE ROTAT70N OF THE TYPE 1 CB AND MISALIGNMENT WITH THE CURB, THE CITY WILL REQUIRE REMOVAL AND REPLACEMENT OF TYPE 1 CB WITH LARGER STRUCTURE AND ADEQUATE KNOCKOUT. 1 CITY COMMENTS, REVIEW 1 MAJ 2 CITY COMMENTS, REVIEW 2 M D.R. STRONG AJ CONSUL TING ENGINEERS 3 MnARs Mar ENGINEERS PLANNERS SURVEYORS 620 7TH AVENUE, KIRKLAND, WA 98033 NO. REVISION BY O 425 827 3063 F 425.827.2423 STA. 60+38.00, 8.76 L (SM.) RIM 369.50 18" IE 36349 (NW) IN 18" lE 363.49 (E) OUT 3.03.16 MAJ SURVEYED: Sis 5.23.16 MAJ DESIGNED: 7.28.16 Mar YLP DRAWN: CHECKED: LP MAJ DATE APPR APPROVED: Mar SCALE: VERTICAL: NAVD 1988 AS NOTED HORIZONTAL: NAD 1983/1991 CITY 0 E RENTON ONE INCH OATUM AT FULL SCALE Planning/Building/Public Works Dept. IF NOT ONE INCH SCALE ACCORDINGLY ALPINE NURSERY ROAD AND STORM DRAINAGE PLAN U15007366 DRS PROJECT N0. 14069 A - NN GDs fz-31e00ll Date: Date: Date: Date: 9.28.1 5 FIELDB00 PAGE: C15 15 OF: 42 00 a 0 0 0 L Q D I w Q ry z F- Ld U Cn w ��^1�// O < . 1..1_ ry z W z_ n Q Call 2 Working Days Before You Dig 811 Utilities Underground Location Center (ID,MT,ND,OR,WA) .L *NOTE.- ALL STORM STUB IE CALL OUTS ARE AT CLEANOUT OF RESPECTIVE LOT WITH MINIMUM 2.009 PIPE SLOPE, • IE'S MAYBE FIELD ADJUSTED TO ACCOMMODATE DEVELOPMENT. NO TES: 1. ALL BUILDING DOWNSPOUTS, FOOTING DRAINS, AND DRAINS FROM ALL IMPERVIOUS SURFACES SUCH AS PA770S AND DRIVEWAYS SHALL BE CONNECTED TO THE PERMANENT STORM DRAIN OUTLET AS SHOWN ON THE APPROVED CONSTRUC77ON DRAWINGS #XXX ON FILE WITH CITY OF RENTON. THIS PLAN SHALL BE SUBMITTED WITH THE APPLICATION OF ANY BUILDING PERMIT. ALL CONNEC77ONS OF 7HE DRAINS MUST BE CONS7RUCTED AND APPROVED PRIOR TO THE FINAL BUILDING INSPEC77ON APPROVAL. 2. CONNEC77ON TO THE DOWNSTREAM DRAINAGE SYSTEM SHALL BE VIA PERFORATED PIPE CONNECTION, COMPLIANCE WTH THIS REQUIREMENT WILL BE ADDRESSED /N 7HE DRAINAGE PLAN SUBMITTED FOR RESIDENTIAL BUILDING PERMIT DRAINAGE REVIEW WHEN APPLICATION /S MADE FOR A SINGLE FAMILY RESIDEN77AL BUILDING PERMIT FOR EACH LOT. J. ALL 7RENCH RESTORATION SHALL BE PER THE CURRENT CITY OF RENTON TRENCH RESTORA77ON AND STREET OVERLAY DETAIL. 4. PER SEC77ON 7 REQUIREMENT FOR PATCHING, OVERLAY, OVERLAY WIDTHS, 1. 7RENCHES (ROAD CROSSINGS) D. IF 7HE OUTSIDE OF 774E TRENCHING IS WITHIN THREE FEET (3) OF ANY ADJACENT LANE LINE, THE ENTIRE ADJACENT 7RAVELED LANE AFFECTED W/LL BE REPAVED. LANDSCAPING NOTE 1. TRACT "B" WILL BE OWNED BY HOA AND POND LANDSCAPING OUTSIDE OF THE FENCED AREA SHALL BE MAINTAINED BY THE HOA. AN EASEMENT OVER AND ACROSS TRACT 'B" ALLOWING THE CITY ACCESS TO INSPECT AND MAINTAIN THE POND AND ALL STORMWA TER FACIL177ES IN THE 7RACT WLL BE RECORDED. 2. THERE SHALL BE A MINIMUM OF 3 -FOOT CLEAR RADIUS AT ALL FIRE HYDRANTS. PRI VA TEL Y MAINTAINED STORM ELEMENTS: 1. ALL STORM DRAIN S7UB-OUTS TO BE PRIVATELY MAINTAINED. 2. ALL PRIVATE STORM CONNECTIONS TO BE PERFORATED STUB -OUTS. FLOW CONTROL BMP NOTES: SECTION 1.2.3.3 STATES THAT ANY IMPERVIOUS SURFACE SERVED BY AN INFILIRA 77ON FACILITY IN ACCORDANCE WITH THE FLOW CONTROL FACILITY REQUIREMENT, THE FACILITY IMPLEMENTA77ON REQUIREMENTS, AND THE DESIGN CRITERIA FOR INFILTRATION FACILITIES IS EXEMPT FROM THE.FLOW CONTROL BMPs REQUIREMENT. PRI VA TE. DRAINAGE EASEMENT NOTE.• PRIVATE DRAINAGE EASEMENTS TO BE GRANTED IN FRONT 10 -FEET OF LOTS ON WHICH STORM STUBS BENEF177NG AN ADJACENT LOT CROSS FINAL LOCATIONS TO BE SHOWN ON FINAL PLAT. NE 1/4 SECTION 23, TOWNSHIP 23 N, RANGE 5 E, W.M. ALP/NE NURSERY PRIVATE CB SCHEDULE STORM STUB SCHEDULE LOT /E 373.00 FG DEPTH TO /E 1 369.59 7 373.00 3.41 2 370.95 366.00 374.00 3.05 3 370.60 373.50 374.00 3.40 4 369.00 24 374.00 5.00 5 367.50 366.50 372.00 4.50 6 366.07 0. 370.00 3.93 7 365.00 APPROVED MAJ 370.00 5.00 8 363.30 367.00 3.70 9 366.00 370.50 4.50 10 368.15 373.00 4.85 11 373.00 378.00 5.00 12 376.00 380.00 4.00 13 373.50 378.50 5.00 14 374.31 378.50 4.19 15 376.00 379.50 3.50 16 377.50 380.50 3.00 17 376.00 380.00 4.00 18 373.00 37Z 00 4.00 19 370.20 375.00. 4.80 20 370.68 374.00 3.32 21 369.84 373 00 3.16 22 371.14 375.00 3.86 23 371.50 375.00 3.50 24 370.00 375.00 5.00 25 369.00 373.00 4.00 26 367.50 371.50 4.00 27 366.50 370.50 4.00 *NOTE.- ALL STORM STUB IE CALL OUTS ARE AT CLEANOUT OF RESPECTIVE LOT WITH MINIMUM 2.009 PIPE SLOPE, • IE'S MAYBE FIELD ADJUSTED TO ACCOMMODATE DEVELOPMENT. NO TES: 1. ALL BUILDING DOWNSPOUTS, FOOTING DRAINS, AND DRAINS FROM ALL IMPERVIOUS SURFACES SUCH AS PA770S AND DRIVEWAYS SHALL BE CONNECTED TO THE PERMANENT STORM DRAIN OUTLET AS SHOWN ON THE APPROVED CONSTRUC77ON DRAWINGS #XXX ON FILE WITH CITY OF RENTON. THIS PLAN SHALL BE SUBMITTED WITH THE APPLICATION OF ANY BUILDING PERMIT. ALL CONNEC77ONS OF 7HE DRAINS MUST BE CONS7RUCTED AND APPROVED PRIOR TO THE FINAL BUILDING INSPEC77ON APPROVAL. 2. CONNEC77ON TO THE DOWNSTREAM DRAINAGE SYSTEM SHALL BE VIA PERFORATED PIPE CONNECTION, COMPLIANCE WTH THIS REQUIREMENT WILL BE ADDRESSED /N 7HE DRAINAGE PLAN SUBMITTED FOR RESIDENTIAL BUILDING PERMIT DRAINAGE REVIEW WHEN APPLICATION /S MADE FOR A SINGLE FAMILY RESIDEN77AL BUILDING PERMIT FOR EACH LOT. J. ALL 7RENCH RESTORATION SHALL BE PER THE CURRENT CITY OF RENTON TRENCH RESTORA77ON AND STREET OVERLAY DETAIL. 4. PER SEC77ON 7 REQUIREMENT FOR PATCHING, OVERLAY, OVERLAY WIDTHS, 1. 7RENCHES (ROAD CROSSINGS) D. IF 7HE OUTSIDE OF 774E TRENCHING IS WITHIN THREE FEET (3) OF ANY ADJACENT LANE LINE, THE ENTIRE ADJACENT 7RAVELED LANE AFFECTED W/LL BE REPAVED. LANDSCAPING NOTE 1. TRACT "B" WILL BE OWNED BY HOA AND POND LANDSCAPING OUTSIDE OF THE FENCED AREA SHALL BE MAINTAINED BY THE HOA. AN EASEMENT OVER AND ACROSS TRACT 'B" ALLOWING THE CITY ACCESS TO INSPECT AND MAINTAIN THE POND AND ALL STORMWA TER FACIL177ES IN THE 7RACT WLL BE RECORDED. 2. THERE SHALL BE A MINIMUM OF 3 -FOOT CLEAR RADIUS AT ALL FIRE HYDRANTS. PRI VA TEL Y MAINTAINED STORM ELEMENTS: 1. ALL STORM DRAIN S7UB-OUTS TO BE PRIVATELY MAINTAINED. 2. ALL PRIVATE STORM CONNECTIONS TO BE PERFORATED STUB -OUTS. FLOW CONTROL BMP NOTES: SECTION 1.2.3.3 STATES THAT ANY IMPERVIOUS SURFACE SERVED BY AN INFILIRA 77ON FACILITY IN ACCORDANCE WITH THE FLOW CONTROL FACILITY REQUIREMENT, THE FACILITY IMPLEMENTA77ON REQUIREMENTS, AND THE DESIGN CRITERIA FOR INFILTRATION FACILITIES IS EXEMPT FROM THE.FLOW CONTROL BMPs REQUIREMENT. PRI VA TE. DRAINAGE EASEMENT NOTE.• PRIVATE DRAINAGE EASEMENTS TO BE GRANTED IN FRONT 10 -FEET OF LOTS ON WHICH STORM STUBS BENEF177NG AN ADJACENT LOT CROSS FINAL LOCATIONS TO BE SHOWN ON FINAL PLAT. NE 1/4 SECTION 23, TOWNSHIP 23 N, RANGE 5 E, W.M. ALP/NE NURSERY PRIVATE CB SCHEDULE LOT# RIM /E 1 373.00 369.59 4 374.00 369.00 7 369.50 365.00 9 370.50 366.00 13 378.30 373.50 19 373.50 370.20 21 373.00. 369.84 24 374.25 370.00 27 1 369.50 366.50 SURFACE WATER STANDARD PLAN NOTES: 1. THESE NOTES SHALL APPEAR ON PROJECTS FOR THE SURFACE WATER UTILITY. 2. BEFORE ANY CONSTRUC77ON OR DEVELOPMENT ACTIVITY OCCURS, A PRE -CONSTRUCTION MEETING MUST BE HELD BETWEEN THE CITY OF RENTON PLAN REVIEW SECTION AND THE APPLICANT. J. ALL DESIGN AND CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE RENTON MUNICIPAL CODE (RMC), THE LATEST EDIT/0N OF THE STANDARD SPECIFICATIONS FOR ROAD, BRIDGE AND MUNICIPAL CONSTRUCTION PREPARED BY WSDOT AND THE AMERICAN PUBLIC WORKS ASSOCIATION (APWA), AS AMENDED BY THE CITY OF RENTON PUBLIC WORKS DEPARTMENT. IT SHALL BE THE SOLE RESPONSIBILITY OF THE APPLICANT AND THE PROFESSIONAL CIVIL ENGINEER TO CORRECT ANY ERROR, OMISSION OR VAR/A77ON FROM THE ABOVE REQUIREMENTS FOUND IN THIS PLANS. ALL CORREC77ONS 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. DOMES77C WATER CONVEYANCE, SEWER CONVEYANCE, GAS, ELECTRICAL. ETC.)774E SURFACE WATER DRAINAGE SYSTEM SHALL BE CONSTRUCTED ACCORDING TO THE APPROVED PLANS, WHICH ARE ON FILE IN WITH THE CITY. ANY DEV/A77ON FROM THE APPROVED PLANS WILL REQUIRE WRITTEN APPROVAL FROM THE CITY OF RENTON PUBLIC WORKS DEPARTMENT, SURFACE WATER UTILITY SECTION. 5. A COPY OF THESE APPROVED PLANS MUST BE ON THE JOB SITE WHENEVER CONSTRUCTION IS IN PROGRESS. 6. GRADING AC77 V777ES (SITE AL TERA TION) ARE LTM/TED TO THE HOURS OF 7 A.M. TO 7P. M. MONDAY THROUGH SA TURDA Y AND NO WORK ON SUNDAY IS ALLOWED, UNLESS OTHERWISE APPROVED WITH A WRITTEN DECISION BY THE CITY OF REN TON. 7. IT SHALL BE THE APPLICANT'S/CONTRACTOR'S RESPONSIBILITY TO OBTAIN ALL CONSTRUC77ON EASEMENTS NECESSARY BEFORE INITIATING OFF -SITU WORK. EASEMENTS REQUIRE REVIEW AND APPROVAL PRIOR TO CONSTRUCTION. 8, FRANCHISED U77LIT7ES 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 83 UNLESS OTHERWISE APPROVED BY THE CITY OF RENTON. REFERENCE BENCHMARK AND ELEVA77ONS ARE NOTED ON THE PLANS. 10. ANY DEWATERING SYSTEM NECESSARY FOR THE CONSTRUC77ON OF STORMWATE"R 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 EXIS77NG ROADWAYS FOR NON -FRANCHISED UTILITY OR STORM WORK 1S NOT ALLOWED UNLESS SPECIFICALLY APPROVED BY THE CITY OF RENTON AND N07ED ON THESE APPROVED PLANS ANY OPEN CUT SHALL BE RESTORED /N ACCORDANCE WITH THE CITY OF RENTON TRENCH RESTORA77ON STANDARDS. 13. ALL SEDIMENTATION/EROSION FACIL177ES MUST BE /N OPERATION PRIOR TO CLEARING AND BUILDING CONSTRUCTION, AND THEY MUST BE SATISFACTORILY MAINTAINED UNTIL CONSTRUCTION IS COMPLETED AND THE POTEN77AL FOR ON-SITE EROSION HAS PASSED. 14. ALL RETEN770N/DE7ENTION FACILITIES MUST BE INSTALLED AND /N OPERA77ON PRIOR TO OR IN CONJUNCTION W/7H ALL CONSTRUCTION ACTIVITY UNLESS OTHERWISE APPROVED BY THE PUBLIC WORKS DEPARTMENT, SURFACE WATER UTILITY SEC 770N. 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 CONSTRUC770N. THIS SHALL INCLUDE NECESSARY LEVELING OF THE TRENCH BOTTOM OR THE TOP OF THE FOUNDA77ON 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 MTN A PERMANENT RETENTIONIDETEN77ON FACILITY SHALL HAVE SOLID LOCKING LIDS 18, BUILDING AND 0774ER STRUCTURES SHALL BE PLACED 1N ACCORDANCE WITH TABLE 4.1 EASEMENT WIDTHS AND BUILDING SETBACKS LINES 19. ALL CATCH BASIN GRATES SHALL BE DEPRESSED 0.10 FEET BELOW PAVEMENT LEVEL. 20. ALL DRIVEWAY CULVERTS LOCA7E"D 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 PR07E"CTION 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 - 709 PASSING; 2 - 4 INCH ROCK / 30 - 409 PASSING; AND LESS THAN 2 INCH ROCK / 10 - 209 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, CER77FIED 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 7740SE LOTS APPROVED FOR INFILTRA77ON 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 774EIR INTENDED USE. EACH OUTLET SHALL HAVE FREE-FLOWING, POSITIVE DRAINAGE TO AN APPROVED STORMWATER CONVEYANCE SYSTEM OR TO AN APPROVED OUTFALL LOCATION. b.OU7LET5 ON EACH LOT SHALL BE LOCATED WITH A FIVE -FOOT -HIGH, 2" X 4" STAKE MARKED "STORM" OR "DRAIN". 774E TUB -OUT SHALL EXTEND ABOVE SURFACE LEVEL, BE VISIBLE, AND BE SECURED TO THE STAKE. c. PIPE MATERIAL SHALL CONFORM TO UNOERDRAIN SPEC/F/CA77ONS DESCRIBED IN CHAP7ER 4 OF THE SURFACE WATER DESIGN MANUAL AND, IF NON-METALLIC, THE PIPE SHALL CONTAIN WIRE OR OTHER ACCEPTABLE DETEC770N. d. PRIVATE DRAINAGE EASEMENTS ARE REQUIRED FOR DRAINAGE SYSTEMS DESIGNED TO CONVEY FLOWS THROUGH INDIVIDUAL LOTS e.774E APPLICANT/CONTRACTOR IS RESPONSIBLE FOR COORDINATING THE LOCATIONS OF ALL STUB -OUT CONVEYANCE LINES WITH RESPECT TO THE 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 BUILDINGS FOUNDATIONS, EXCEPT FOR SUMP PUMP DISCHARGE LINES USED TO DRAIN CRAWL SPACES, PROVIDED THE SUMP PUMP SYSTEM INCLUDES BACKFLOW PREVENTION CHECK VA VE. 23. ALL DISTURBED PERVIOUS AREAS (COMPACTED, GRADED, LANDSCAPED, ETC.) OF THE DEVELOPMENT SITE MUST DEMONSTRATE ONE OF THE FOLLOWING: 774E 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 CONSTRUC77ON PERMIT ISSUANCE. 25. ISSUANCE OF THE BUILDING OR CONSTRUCT70N PERMITS BY THE CITY OF RENTON DOES NOT RELIEVE THE OWNER OF THE CONTINUING LEGAL OBLIGATION AND/OR LIABILITY CONNECTED WTH STORM SURFACE WATER DISPOSITION. FURTHER, THE CITY OF RENTON DOES NOT ACCEPT ANY OBLIGATION FOR THE PROPER FUNCTIONING AND MAINTENANCE OF 774E SYSTEM PROVIDED DURING CONS7RUCT70N. 26. 7HE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING ADEQUATE SAFEGUARD, SAFETY DEVICES, PRO TEC 77VE EQUIPMENT, FLAGGERS, AND ANY OTHER NEEDED ACTIONS TO PROTECT THE LIFE, HEALTH, AND SAFETY OF THE PUBLIC, AND TO PROTECT PROPERTY IN CONNECTION W7H THE PERFORMANCE OF WORK COVERED BY THE CONTRACT. 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, 7RANSPORTATION SYSTEMS DIVISION. ALL SECTIONS OF THE WSDOT STANDARD SPECIFICATIONS 1-07-23 TRAFFIC CONTROL SHALL APPLY. 27. PROJECT LOCATED WITHIN THE AQUIFER PROTECT70N AREA (APA) SHALL COMPLY WITH SPECIAL REQUIREMENT 116 OF THE SURFACE WATER DESIGN MANUAL AND AQUIFER PROTECTION REGULATIONS (RMC 4-3-050). K- 390 0 12 D.R. STRONG CONSUL TING ENGINEERS ENGINEERS PLANNERS SURVEYORS 620 7TH AVENUE, KIRKLAND, WA 98033 0 425.827.3083 F 425.827.2423 1 CIN COMMENTS, REVIEW 1 MAID 103.03.16 MN SURVEYED:SCALE: SJS AS NOTED VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/1991 Mwm CITY O F RENTON Planning/Building/Public Works Dept. 2 CIN COMMENTS, REVIEW 2 MAJ 05.23.16 Ml4! DESIGNED: Y� 3 MAJ 07.28.16 MAJ DRAWN: YI.P ONE INCH CHECKED AT FULL SCALE _INCH IF NOT ONEN SCALE ACCORDINGLY 0. REVISION BY DATE AP P R APPROVED MAJ JCOMM NDED FOR APPOVAL BY.Et!D- .. - ._ Date: Date: DATE: ALPINE NURSERY 09.28.15 ED STORM STUB TABLE AND NOTES PAGE: DRAWING 740: C16 U15007366 SHEET: OF: 16 42 00 T— o 0 0 0 I Q J 10+00 SEE SHEET C18 NE 1/4 SECTION 23, TOWNSHIP 23 N, RANGE 5 E, W.M. ALPINENURSERY 16+00 1 10+00 10+40 I Working Call 2 s Before You D , J DaY Dig 811 Utilities Underground Location Center (ID,MT,ND,OR,WA) 10+80 11 f20 11+60 12+00 12+40 VERTICAL DA TUM: NAVD 88, PER CITY OF RENTON VERTICAL CONTROL. HORIZON TA DA TUM: NAD 1983/91 PER CITY OF RENTON MONUMENTS. BENCHMARK 1. CITY OF RENTON CONTROL POINT NO. 2127.• FOUND PUNCHED 1-1/2" BRASS DISK IN CONCRE7E MONUMENT DOWN 0.8 IN MONUMENT CASE AT THE INTERSECTION OF THE CENTERLINE OF 148TH PLACE SEE, AND SE. 142ND S7REET, ELEVATION = 363.697 FEET. 2. CITY OF RENTON CONTROL POINT NO. 1852 FOUND PUNCHED 3" BRASS SURFACE DISK AT THE INTERSECTION OF THE CENTERLINE OF NE. 4TH STREET AND 148TH AVENUE SE., ELEVATION = 454.769 FEET. 1 I CITY COMMENTS. REVIEW 1 D.R. STRONG 2 CITY COMMENT'S, REVIEW 2 CONSUL TING ENGINEERS 3 MYLARs ENGINEERS PLANNERS SURVEYORS 620 7THAVENUE, KIRKLAND, WA 98033 NO. REVISION O 425.827.3063 F 425 827 2423 12+80 13+20 13+60 14+00 14+40 UTILITY CROSSING NOTE: OUTILITY CROSSING, REFER TO C42 FOR DETAILS CATCH BASIN NOTE: IF DURING CONSTRUCTION, IT IS FOUND THAT PIPE ANGLES REQUIRE ROTATION OF 7HE TYPE 1 CB AND MISALIGNMENT WITH 774E CURB, THE CITY WILL REQUIRE REMOVAL AND REPLACEMENT OF TYPE 1 CB WTH LARGER STRUCTURE AND ADEQUA 7E KNOCKOUT. kW 03.03.16 kW SURVEYED: SJS LLJ 05.23.16 kW DESIGNED: YLP Zry 07.28.16 MAJ I- W 4 A 0 Qf CHECKED: MAJ BY DATE APPR APPROVED: MAJ Ljj a. Q SEE SHEET C18 NE 1/4 SECTION 23, TOWNSHIP 23 N, RANGE 5 E, W.M. ALPINENURSERY 16+00 1 10+00 10+40 I Working Call 2 s Before You D , J DaY Dig 811 Utilities Underground Location Center (ID,MT,ND,OR,WA) 10+80 11 f20 11+60 12+00 12+40 VERTICAL DA TUM: NAVD 88, PER CITY OF RENTON VERTICAL CONTROL. HORIZON TA DA TUM: NAD 1983/91 PER CITY OF RENTON MONUMENTS. BENCHMARK 1. CITY OF RENTON CONTROL POINT NO. 2127.• FOUND PUNCHED 1-1/2" BRASS DISK IN CONCRE7E MONUMENT DOWN 0.8 IN MONUMENT CASE AT THE INTERSECTION OF THE CENTERLINE OF 148TH PLACE SEE, AND SE. 142ND S7REET, ELEVATION = 363.697 FEET. 2. CITY OF RENTON CONTROL POINT NO. 1852 FOUND PUNCHED 3" BRASS SURFACE DISK AT THE INTERSECTION OF THE CENTERLINE OF NE. 4TH STREET AND 148TH AVENUE SE., ELEVATION = 454.769 FEET. 1 I CITY COMMENTS. REVIEW 1 D.R. STRONG 2 CITY COMMENT'S, REVIEW 2 CONSUL TING ENGINEERS 3 MYLARs ENGINEERS PLANNERS SURVEYORS 620 7THAVENUE, KIRKLAND, WA 98033 NO. REVISION O 425.827.3063 F 425 827 2423 12+80 13+20 13+60 14+00 14+40 UTILITY CROSSING NOTE: OUTILITY CROSSING, REFER TO C42 FOR DETAILS CATCH BASIN NOTE: IF DURING CONSTRUCTION, IT IS FOUND THAT PIPE ANGLES REQUIRE ROTATION OF 7HE TYPE 1 CB AND MISALIGNMENT WITH 774E CURB, THE CITY WILL REQUIRE REMOVAL AND REPLACEMENT OF TYPE 1 CB WTH LARGER STRUCTURE AND ADEQUA 7E KNOCKOUT. kW 03.03.16 kW SURVEYED: SJS kW 05.23.16 kW DESIGNED: YLP MAJ 07.28.16 MAJ DRAWN: YLP CHECKED: MAJ BY DATE APPR APPROVED: MAJ a I I I I 1jill] 14+80 15+20 GRAPHIC SCALE 0 110 20 40 mummi 1 INCH= 20 FT. HORIZONTAL 0 2.5 5 10 NCJF;Z-FH mmmi �1INCH =5FT. GRAPHIC SCALE VERTICAL 15+60 16+00 r RECOMMENDED FOR APPOVAL BY: Date: r :.� _ _r.� Date Date: Date: SCALE: DATE: VERTICAL: NAW 1988 ALPINE NURSERY AS NOTED HORIZONTAL: NAD 1983/1991 99, CITY OF 09.28.15 FIELDBOOK: RENTON PAGE: ROAD AND STORM DRAINAGE PLAN & PROFILE - SE 144TH ST DRAWING NO: ONE INCH DATUM AT FULL SCALE Planning/Building/Public Works Dept. C17 IF NOT ONE INCH •� SCALE ACCORDINGLY U 1 500 /-/7 366 `,/ SHEET: 17 OF: 42 DRS PROJECT NO. 14069 jAj—jNjNjNdNjA� c o : R-3 9®013 00 n— o 0 0 0 LO Q Wec G' Q 1..1..E Z F_ w^ U V LJ O ry n In Call 2 Working Days Before You Dig 811 Utilities Underground Location Center (ID,MT,ND,OR,WA) f L.P. ELEV = 370.68 L.P. STA = 21+04.69 PVI STA = 20+85.94 PVI ELEV = 370.39 H. P. ELEV = 371.02 H. P. STA = 21+58.52 PVI STA = 21+81.75 PVI ELEV = 371.35 A.D. _ -4.41 K = 19.27 L.P. ELEV — 367.38 20+00 20+40 20+80 21+20 21+60 22+00 22+40 22+80 23+20 23+60 24+00 24+40 VERTICAL DA TUM: UTILITY CROSSING NOTE: NAIAD 88, PER CITY OF RENTON VERTICAL CONTROL. HORIZONTAL DA TUM: NAD 1983/91 PER CITY OF RENTON MONUMENTS BENCHMARK: 1. CITY OF RENTON CONTROL POINT NO. 2127.• FOUND PUNCHED 1-1/2" BRASS DISK IN CONCRETE MONUMENT DOWN 0.8 IN MONUMENT CASE AT THE INTERSECTION OF THE CENTERLINE OF 148TH PLACE SE. AND SE. 142ND STREET, ELEVATION = 363.697 FEET. 2. CITY OF RENTON CONTROL POINT NO. 1852: FOUND PUNCHED 3" BRASS SURFACE DISK AT THE INTERSECTION OF THE CENTERLINE OF NE. 4TH STREET AND 148TH AVENUE SE., ELEVATION = 454.769 FEET. 1 CITY COMMENTS, REVIEW 1 D.R. STRONG 2 cmr coMMErrrsI REVIEW 2 CONSUL TING ENGINEERS 3 MYLARs ENGINEERS PLANNERS SURVEYORS 620 7TH AVENUE, KIRKLAND, WA 98033 NO. REVISION O 425.827.3063 F 425.827.2423 OUTILITY CROSSING, REFER TO C42 FOR DETAILS CA TCH BASIN NO TE: IF DURING CONSTRUCTION, IT IS FOUND THAT PIPE ANGLES REQUIRE ROTATION OF THE TYPE 1 CB AND MISALIGNMENT WITH THE CURB, THE CITY WILL REQUIRE REMOVAL AND REPLACEMENT OF TYPE 1 CB WITH LARGER STRUCTURE AND ADEQUATE KNOCKOUT. MAJ 03.03.16 SEE SHEET C17 SURVEYED: SJs MAJ 05.23.16 MAJ DESIGNED: YLP MAJ 07.28.16 MAJ D. DRAWN: YLP A � 'k 9 9 CHECKED MAJ BY DATE APPR APPROVED: MAJ 31 + :;y 4 i A -• 'r'_ �. fi }moi � ,� �i � k V F � a TyAAA pp Call 2 Working Days Before You Dig 811 Utilities Underground Location Center (ID,MT,ND,OR,WA) f L.P. ELEV = 370.68 L.P. STA = 21+04.69 PVI STA = 20+85.94 PVI ELEV = 370.39 H. P. ELEV = 371.02 H. P. STA = 21+58.52 PVI STA = 21+81.75 PVI ELEV = 371.35 A.D. _ -4.41 K = 19.27 L.P. ELEV — 367.38 20+00 20+40 20+80 21+20 21+60 22+00 22+40 22+80 23+20 23+60 24+00 24+40 VERTICAL DA TUM: UTILITY CROSSING NOTE: NAIAD 88, PER CITY OF RENTON VERTICAL CONTROL. HORIZONTAL DA TUM: NAD 1983/91 PER CITY OF RENTON MONUMENTS BENCHMARK: 1. CITY OF RENTON CONTROL POINT NO. 2127.• FOUND PUNCHED 1-1/2" BRASS DISK IN CONCRETE MONUMENT DOWN 0.8 IN MONUMENT CASE AT THE INTERSECTION OF THE CENTERLINE OF 148TH PLACE SE. AND SE. 142ND STREET, ELEVATION = 363.697 FEET. 2. CITY OF RENTON CONTROL POINT NO. 1852: FOUND PUNCHED 3" BRASS SURFACE DISK AT THE INTERSECTION OF THE CENTERLINE OF NE. 4TH STREET AND 148TH AVENUE SE., ELEVATION = 454.769 FEET. 1 CITY COMMENTS, REVIEW 1 D.R. STRONG 2 cmr coMMErrrsI REVIEW 2 CONSUL TING ENGINEERS 3 MYLARs ENGINEERS PLANNERS SURVEYORS 620 7TH AVENUE, KIRKLAND, WA 98033 NO. REVISION O 425.827.3063 F 425.827.2423 OUTILITY CROSSING, REFER TO C42 FOR DETAILS CA TCH BASIN NO TE: IF DURING CONSTRUCTION, IT IS FOUND THAT PIPE ANGLES REQUIRE ROTATION OF THE TYPE 1 CB AND MISALIGNMENT WITH THE CURB, THE CITY WILL REQUIRE REMOVAL AND REPLACEMENT OF TYPE 1 CB WITH LARGER STRUCTURE AND ADEQUATE KNOCKOUT. MAJ 03.03.16 MAJ SURVEYED: SJs MAJ 05.23.16 MAJ DESIGNED: YLP MAJ 07.28.16 MAJ D. DRAWN: YLP A � 'k CHECKED MAJ BY DATE APPR APPROVED: MAJ 31 Call 2 Working Days Before You Dig 811 Utilities Underground Location Center (ID,MT,ND,OR,WA) f L.P. ELEV = 370.68 L.P. STA = 21+04.69 PVI STA = 20+85.94 PVI ELEV = 370.39 H. P. ELEV = 371.02 H. P. STA = 21+58.52 PVI STA = 21+81.75 PVI ELEV = 371.35 A.D. _ -4.41 K = 19.27 L.P. ELEV — 367.38 20+00 20+40 20+80 21+20 21+60 22+00 22+40 22+80 23+20 23+60 24+00 24+40 VERTICAL DA TUM: UTILITY CROSSING NOTE: NAIAD 88, PER CITY OF RENTON VERTICAL CONTROL. HORIZONTAL DA TUM: NAD 1983/91 PER CITY OF RENTON MONUMENTS BENCHMARK: 1. CITY OF RENTON CONTROL POINT NO. 2127.• FOUND PUNCHED 1-1/2" BRASS DISK IN CONCRETE MONUMENT DOWN 0.8 IN MONUMENT CASE AT THE INTERSECTION OF THE CENTERLINE OF 148TH PLACE SE. AND SE. 142ND STREET, ELEVATION = 363.697 FEET. 2. CITY OF RENTON CONTROL POINT NO. 1852: FOUND PUNCHED 3" BRASS SURFACE DISK AT THE INTERSECTION OF THE CENTERLINE OF NE. 4TH STREET AND 148TH AVENUE SE., ELEVATION = 454.769 FEET. 1 CITY COMMENTS, REVIEW 1 D.R. STRONG 2 cmr coMMErrrsI REVIEW 2 CONSUL TING ENGINEERS 3 MYLARs ENGINEERS PLANNERS SURVEYORS 620 7TH AVENUE, KIRKLAND, WA 98033 NO. REVISION O 425.827.3063 F 425.827.2423 OUTILITY CROSSING, REFER TO C42 FOR DETAILS CA TCH BASIN NO TE: IF DURING CONSTRUCTION, IT IS FOUND THAT PIPE ANGLES REQUIRE ROTATION OF THE TYPE 1 CB AND MISALIGNMENT WITH THE CURB, THE CITY WILL REQUIRE REMOVAL AND REPLACEMENT OF TYPE 1 CB WITH LARGER STRUCTURE AND ADEQUATE KNOCKOUT. MAJ 03.03.16 MAJ SURVEYED: SJs MAJ 05.23.16 MAJ DESIGNED: YLP MAJ 07.28.16 MAJ D. DRAWN: YLP CHECKED MAJ BY DATE APPR APPROVED: MAJ SCALE: AS NOTED ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY VERTICAL: NAVO 1988 HORIZONTAL: NAD 1983/1991 DATUM CITY OF ML RENTON Planning/Building/Public Works Dept. L44 v NORTH GRAPHIC SCALE `10 20 40 1 INCH = 20 FT. HORIZONTAL 0 2.5 5 10 1 INCH = 5 FT. VERTICAL RECOMMENDED FOR APPOVAL DATE: ALPINE NURSERY 09.28.15 FIELDBOOK: PAGE: ROAD AND STORM DRAINAGE PLAN & PROFILE -160TH AVE SE DRAWING NO: C18 U15007366 SHEET: OF: 18 42 DRS PROJECT NO. 14069 A- N NJ N NIA14 CD : f2 - 3g0o/,v A Date:. B Date: Date: D. DATE: ALPINE NURSERY 09.28.15 FIELDBOOK: PAGE: ROAD AND STORM DRAINAGE PLAN & PROFILE -160TH AVE SE DRAWING NO: C18 U15007366 SHEET: OF: 18 42 DRS PROJECT NO. 14069 A- N NJ N NIA14 CD : f2 - 3g0o/,v 00 NE 1/4 SECTION 23, TOWNSHIP 23 N, RANGE 5 E, W.M. 0 0 o A L PINE NURSER Y SEE SHEET C20 101 LO 1 I M Q _ CB 104 TYPE 2-48" _ X44 ' \ _ 744._ STA. 25+57.97, 38.00'' L (S7R.) 1 ' TA. 60+38.00, 9.95' R (S7R) 4 369.51 ✓ ; 1 2" I { r # _.. E'364.16`(SW) IN € , `- - r 4a IE 364.16 (E) OUT 'a i 37 LF 18" LCPE (P7) 37 LF 12" LCPE P204 d • 374 l I ss 0 � 372 5 er `�{ ,3 { 'TRACT�'C" 370 372 i 7 i W v• a ('� • >`.. ' •°:Q •.a ..g • ° ; 370 ° � r v. a o. e ' e t f w VI \} 172 LF 18" Dl (P8) /r O ry E ^� ° � ,,.�•" A: SCh i t 83 LF 12 LOPE P 4 t i. 88 - . LF 12 LCP . '------...... .,,,, y � ;, , � lei, . �• 404 ,_.,. .�. x. - _ NNE! ON 111- .... �. ,,fin... W165 'Aw r, I< x., Zq h W _ ,. §> t ," ce s,, �w AE - BI=D/RECAONAL VANEO GRA ---� - - - - 28+D0 STA. 25+ f2.96, ' 11.41 L (SM) tM7H 1HROUGH CURB INLET �: }^ CB 304 TYPE 1 '" .f CB 404 TYPE f ! RIM 369.38 205 TYPE 1 T L r TA. 26+66.34 12.17 -------- <-- -- A. 25+ 20 38.00 L (S>R) STA. 2 .+82.96;1 12.` s I 12.17 L - ! 18"' l£ 363.67'(N) IN a' 9 m RIM 368.65 7+53.83 29+00 . 5TA 60+38.00, 8.76 L (S7R) .. RIM 369.21 RIM 368.20 + --- _ 18" /E 363.67 (SE) OUT RIM .369.50 12" /E 364.34 (S). IN r' 12� IE 364.76 (S) /N 12" !E 365.20 (N) OUT --- " " 12 IE 364.76 (N) OUT • -- 18 /E 363.49• (NW IN 12 /E 364.34 (NE) OUT " 18" IE 363.49 E OU I H. P. ELEV = 369.88 H. P. STA = 25+37.99 PVI STA = 25+32.01 PVI ELEV = 370.02 A.D. = -2.42 K = 20.7O 50.00' VC i Call 2 Working Days Before You Dig 811 Utilities Underground Location Center (ID,MT,ND,OR,WA) 24+80 25+20 25+60 VER T1 CAL DA TUM: NAVD 88, PER CITY OF RENTON VERTICAL CONTROL. HORIZONTAL DA TUM.- NAD UM:NAD 1983/91 PER CITY OF RENTON MONUMENTS. BENCHMARK: 1. CITY OF RENTON CONTROL POINT NO. 2127.• FOUND PUNCHED 1-1/2" BRASS DISK IN CONCRETE MONUMENT DOWN 0.8 IN MONUMENT CASE AT THE INTERSECTION OF THE CENTERLINE OF 148TH PLACE SE. AND SE. 142ND STREET, ELEVATION = 363.697 FEET. 2. CITY OF RENTON CONTROL POINT NO. 1852: FOUND PUNCHED 3" BRASS SURFACE DISK AT THE INTERSECTION OF THE CENTERLINE OF NE. 4TH STREET AND 148TH AVENUE SE., ELEVATION = 454.769 FEET. 1 CITY COMMENTS, REVIEW 1 2 CITY COMMENTS REVIEW 2 D.R. STRONG CONSUL TING ENGINEERS 3 MYLARs ENGINEERS PLANNERS SURVEYORS 620 7THAVENUE, KIRKLAND, WA 98033 NO. REVISION O 425 827 3063 F 425,827,2423 26+00 26+40 UTILITY CROSSING NOTE: OUTILITY CROSSING, REFER TO C42 FOR DETAILS CATCH BASIN NOTE: IF DURING CONSTRUCTION, IT IS FOUND THAT PIPE ANGLES REQUIRE ROTATION OF THE TYPE 1 CB AND MISALIGNMENT WITH 774E CURB, THE CITY WILL REQUIRE REMOVAL AND REPLACEMENT OF TYPE 1 CB WITH LARGER STRUCTURE AND ADEQUATE KNOCKOUT. MAJ 03.03.16 MaJ SURVEYED: Sis %r 05.23.16 MAJ DESIGNED: YLP MAJ 07.28.16 0J D.R. STRONG CONSUL TING ENGINEERS 3 MYLARs ENGINEERS PLANNERS SURVEYORS 620 7THAVENUE, KIRKLAND, WA 98033 NO. REVISION O 425 827 3063 F 425,827,2423 26+00 26+40 UTILITY CROSSING NOTE: OUTILITY CROSSING, REFER TO C42 FOR DETAILS CATCH BASIN NOTE: IF DURING CONSTRUCTION, IT IS FOUND THAT PIPE ANGLES REQUIRE ROTATION OF THE TYPE 1 CB AND MISALIGNMENT WITH 774E CURB, THE CITY WILL REQUIRE REMOVAL AND REPLACEMENT OF TYPE 1 CB WITH LARGER STRUCTURE AND ADEQUATE KNOCKOUT. MAJ 03.03.16 MaJ SURVEYED: Sis MAJ 05.23.16 MAJ DESIGNED: YLP MAJ 07.28.16 0J DRAWN: YLP CHECKED Lw BY DATE APPR APPROVED: MAJ NORTH GRAPHIC SCALE 0 110 20 40 � 1 INCH = 20 FT. HORIZONTAL 0 2.5 5 10 � I 1 INCH = 5 FT. VERTICAL RECOMME DED FOR APPOVAL BY:, DateR=3 9000 15 r - BY- Date: ', SCALE: VERTICAL: NAVD 1988 AS NOTED HORIZONTAL: NAD 1983/1991 #� ,} CITY OF RENTON ONE INCH DATUM AT FULL SCALE Planning/Building/Public Works Dept. IF NOT ONE INCH SCALE ACCORDINGLY BY: Date: Date: DATE: ALPINE NURSERY 09.28.15 FIELDBOOK: PAGE: ROAD AND STORM DRAINAGE PLAN & PROFILE -160TH AVE SE DRAWING NO: C19 U15007366 SHEET: 19 OF: 42 DRS PROJECT NO. 14069 A -NN N NIA A 00 NE 114 SECTION 23, TOWNSHIP 23 N, RANGE 5 E, W. M. 0 o SEE SHEET C19 ALPINENURSERY SEE SHEET C25 . » CJ ce 5, TYPE 2-48 C8 105 TYPE 1 B1=D/REC71ONAL VANED GRATE, .�_ ?, `. . �� `� ,. _.•" STA. 33t51.48. 2f.04' R (SIR) � , ``� �'. `. I j.., ... STA. 61+35.63, 12.80 L (S 7R.) ,. / �: �- � '�: � \� WITH THROUGH CURB INLET m,. RIM 372.04 STA.. 61+69.96 24:58' L, ` � 6" IE 364.00 (NW) !N �': STA. 33+42.26, 14.06',L » AM 372.40 • 12 /E 363.50 E l Q » () N tl'° 6" lE 367.90 (NE) IN /E 363.00 (W) IN � a_'. " z 12 /E 367.40(Sr)IN is 5 18 lE 363fir,.00 (S) OUT " ( J N w 73 x . � y � i2 !E 367 40 (W) OUT � � ` 4 " 'r' ° °j CB 205, TYPE 1 4 , T STA. 61+93.19, 9.17 �� ., .. �: e a \ • -" ' 378 A, . , ?' R/M 37363 pear I. � i 11 X r its y3 lE 369.63 NW OUT 4 1 .''. i d• •l Sy.'z.': ...J•n,.' f 1 , �y :d 'a CB 7 TYPE 2-48m 9 ..✓,,.,: �: .2��T .a•}.. Y,.; STA. 25+12.96 17.41 L STR. 1,, :.� �3 . ,... : �i, ., 18 LCPEP6 ':rt'z w RIM 369.38 r . :., . .. ,.. �� > ..,. -. .. : .. k „y �. ..: , .,� e✓ . , _, ,' .. Vis: .. .... �, ..... ,. r...a ..._. ... .an pry.>. _ 8 E 363 Nry _. _. .. » ` �O 1 1 .67 T :r _ z 8 E 363 SE OUT: , '. '1 . .., , v r .r_.s. ...... n , 0 745 6,3* r . d THP_ a t. F a x:� 1;,.. O �,. ::._. .:. E i , sf .f 103 LF 12 =LCPE P10 37 _.. YPE » P¢ r • s f 086, 7 , Ld B!-DIREC770NAL VANED GRA X ° • `�. W17H 7NROUGHCU INLET NLET �� . f z STA. 25+39.20, 38.00 •L (S7R) 4 ` ! °_s STA. 60+38.00 8.76' L (Sm) I ` gy, -48" j 103, TYPE 1 6 \ . ( ):; / 5 62 R 374 �I 378 STA. 60+38.00, 9.95 R (STT.) RIM 369.50 � :�,, ; . I 8" IE 363.49 NW IN fi ,. / » < . �, RIM • 373.63 _ ° ' ( ) STA 25t5Z97, 38.00 L (S7R.) CB 4 TYPE 2-48;_ + ' Q 18" IE 363.49 (E) OUT RIM 369.51 STA. 33+77.30, ( ) 12" lE 369.63 SW OUT i' } 17.87 R S ( ) ° 12 IE 364.16 (SW) IN STA. 61-(40.70, 12.72' R S. - ` CB 204 TYPE 1 » (S ) DROP CATCH BASIN d i i to 14 18 /E 364.16 (E) OUT RIM 372.11 r ` t STA. 25+82.96, 12.17 _.. » j ; STA. 33+85.86, 18.36 L (S7R.) 12 /E 363.39 (W) IN' :. { RIM 369.21 ; . \-.37 LF 12" LCPE P204 " __ STA. 61+77.46, 18.58' R (S7R.) # .' �f } i c 12" IE 364.34 (S) 1N �-' 18 !E 362.89 (N). IN t a. 3 » RIM 372.77 s � " 18 /E 362.89 (E) OUT 12 /E 364.34 (NE) OUT i 12 !E 367.00 (NE) IN 18"� lE 362.70 (W) IN f SEE SHEET C19 SEE SHEET C23 24 /E 362'Q (S) OUT SEE SHEET C26 VERTICAL DATUM: NAVO 88, PER CITY OF RENTON VERTICAL CONTR( HORIZONTAL OA TUM: NAD 1983/91 PER CITY OF RENTON MONUMENTS. BENCHMARK. - 1., ENCHMARK: 1. CITY OF RENTON CONTROL POINT NO. 2127.• FC PUNCHED 1-1/2" BRASS DISK IN CONCRETE MON( DOWN 0.8 IN MONUMENT CASE AT THE INTERSECT THE CENTERLINE OF 148TH PLACE SE. AND SE. 14 STREET, ELEVA 77ON = 363.697 FEET. 2. CITY OF RENTON CONTROL POINT NO. 1852. F( PUNCHED 3" BRASS SURFACE DISK AT THE INTER OF THE CENTERLINE OF NE. 47H STREET AND 148 AVENUE SE., ELEVA77ON = 454.769 FEET. UTILITY CROSSING NOTE: OU77LITY CROSSING, REFER TO C42 FOR DET, CATCH BASIN NOTE: IF DURING CONS 7RUC 77ON, IT IS FOUND THAT P/PE REQUIRE ROTA77ON OF THE TYPE 1 CB AND M/SAL WITH THE CURB, THE CITY WILL REQUIRE REMOVAL REPLACEMENT OF TYPE 1 CB NTH LARGER STRUC ADEQUATE KNOCKOUT. Call 2 Working Days Before You Dig :811 Utilities Underground Location Center (ID,MT,ND,OR,WA) NC )RTH GRAPHIC SCALE `110 20 40 1 INCH = 20 FT. HORIZONTAL 0 2.5 5 10 1 INCH = 5 FT. VERTICAL RECOMMENDED FOR APPOVAL EERY & PROFILE - SE 145TH PL DRS PROJECT NO. 14069 Al-ININI e- C-) : (2-31001Q PAGE: 03.28.15 C20 20 OF:42 W z ry W U V J W O L� W IiJ NE 7/4 SECTION 23, TOWNSHIP 23 N, RANGE 5 E, W.M. ALPINENURSERY IV /L ✓VV�VT �✓� VVI �\ - - -- -- - - - - " PW STA a 43+82.77 PN ELEV - 379.86 A A - -A r Call 2 Working Days Before You Dig 811 Utilities Underground Location Center (ID,MT,ND,OR,WA) 40+00 40+40 40+80 41+20 41+60 42+00 VERTICAL DA TUM: NA VD 88, PER CITY OF RENTON VERTICAL CONTROL. HORIZONTAL DA TUM: NAD 1983/91 PER CITY OF RENTON MONUMENTS BENCHMARK: 1. CITY OF RENTON CONTROL POINT NO. 2127. FOUND PUNCHED 1-1/2" BRASS DISK IN CONCRETE MONUMENT DOWN 0.8 IN MONUMENT CASE AT THE INTERSECTION OF THE CENTERLINE OF 148TH PLACE SE. AND SE. 142ND STREET, ELEVATION = 363.697 FEET. 2. CITY OF REN TON CONTROL POINT NO. 1852. FOUND PUNCHED 3" BRASS SURFACE DISK AT THE INTERSECTION OF THE CENTERLINE OF NE. 47H STREET AND 148TH AVENUE SE., ELEVATION = 454.769 FEET. 1 CITY COMMENTS, REVIEW 1 2 CITY COMMENTS, REVIEW 2 3 1 MYLARS REVISION 42+40 42+80 43+20 UTILITY CROSSING NOTE: OUTILITY CROSSING, REFER TO C42 FOR DETAILS CATCH BASIN NOTE: IF DURING CONSTRUCTION, IT IS FOUND THAT PIPE ANGLES REQUIRE ROTATION OF THE TYPE 1 CB AND MISALIGNMENT WITH THE CURB, THE CITY WILL REQUIRE REMOVAL AND REPLACEMENT OF TYPE I CB WITH LARGER STRUCTURE AND ADEQUATE KNOCKOUT. MAJ 03.03.16 MAJ SURVEYED: Sis MAJ 05.23.16 MAJ DESIGNED: YLP MAJ 07.28.16 MAJ DRAWN: � CHECKED: MAJ BY DATE APPR APPROVED: MAJ 43+60 44+00 44+40 NORTH GRAPHIC SCALE `110 20 40mmmi 1 INCH = 20 FT. HORIZONTAL 0 2.5 5 10 1INCH =5FT. VERTICAL RECOMMENDED FOR APPOVAL. , BY - C � .._��'__ . i . - i Date: Date: SCALE: DATE: AS NOTED HORIZON ALL NAD 1983/1991 CITY OF ALPINE NURSERY 09.28.15 FIELDBOOK: ONE INCH DATUM RENTON ROAD AND STORM DRAINAGE PLAN & PROFILE - ROAD "B" DRAWING NO: - AT FULL SCALE Planning/Building/Public Works Dept. C21 IF NOT ONE INCH - SCALE ACCORDINGLY U15007366 SHEET: OF: 21 42 DRS PROJECT NO. 14069 A-NNNNA� GDJ -- tZ - 3 i0017 00 0- 0 0 0 1 Ln Q w 03.03.16 z ry SURVEYED: ,c i— W 05.23.16 cL1 U7 .w DESIGNED: YLP o 07.28.16 n w z W z J BY j DATE APPRAPPROVED: Q CB 11A, TYPE _2_-41 W1 ROUND SOLID L STA. 30+09.37, 13 RIM 372.53 12" IE 368.90 (SE) 12" IE 368.90 (E) Call 2 Working Days Before You Dig 811 Utilities Underground Location Center (ID,MT,ND,OR,WA) SEE SHEET C21 L.P. ELEV = 372.61 L.P. STA = 30+22.31 PVI STA = 30+20 PVI ELEV = 372.53 A.D. = 3.25 NE 7/4 SECTION 23,TOWNSHIP 23 N, RANGE 5 E, W.M. ALPINE NURSERY H. P. ELEV = 374.56 H. P. STA = 32+06.61 PVI STA = 32+20 PVI ELEV = 375.03 A.O. _ -3 18 K = 39.29 125.00' VC 4 --------------- 30+00 30+40 30+80 31+20 31+60 32+00 32+40 32+80 I I CRY COMMENTS, REVIEW 1 D.R. STRONG 2 CITY COMMENTS, REVIEW 2 CONSUL TING ENGINEERS 3 MYIARs ENGINEERS PLANNERS SURVEYORS 620 7THAVENUE, KIRKLAND, WA 98033 NO. REVISION 0425,827,3063 F425.8272423 MAJ 03.03.16 MAJ SURVEYED: ,c MAJ 05.23.16 MAJ DESIGNED: YLP MAJ 07.28.16 kW DRAWN: YLP CHECKED KW BY j DATE APPRAPPROVED: Mm VERTICAL DA TUM: NAVD 88, PER CITY OF RENTON VERTICAL CONTROL. HORIZON TA DA TUM.- NAD UM:NAD 1983/91 PER CITY OF RENTON MONUMENTS. BENCHMARK.- 1. ENCHMARK.1. CITY OF RENTON CONTROL POINT NO. 2127.• FOUND PUNCHED 1-1/2" BRASS DISK IN CONCRETE MONUMENT DOWN 0.8 IN MONUMENT CASE AT THE INTERSECTION OF THE CENTERLINE OF 148TH PLACE SE. AND SE. 142ND STTEET, ELEVATION = 363.697 FEET. 2. CITY OF RENTON CONTROL POINT NO. 1852: FOUND PUNCHED 3" BRASS SURFACE DISK AT THE INTERSEC77ON OF THE CENTERLINE OF NE. 47H STREET AND 148TH AVENUE SE., ELEVATION = 454.769 FEET. U TILI TY CROSSING NO TE.- OU77LITY CROSSING, REFER TO C42 FOR DETAILS CA TCH BASIN NOTE.• IF DURING CONSTRUCTION, IT IS FOUND THAT PIPE ANGLES REQUIRE ROTATION OF THE TYPE 1 CB AND MISALIGNMENT WITH THE CURB, THE CITY W/LL REQUIRE REMOVAL AND REPLACEMENT OF TYPE 1 CB WITH LARGER STRUCTURE AND ADEQUA TE KNOCKOUT. SCALE: VERTICAL: NAVD 1988 AS NOTED HORIZONTAL: NAD 1983/1991 CITY 0 F RENTON ONE INCH m AT FULL SCALE Planning/Building/Public Works Dept. IF NOT ONE INCH SCALE ACCORDINGLY NORTH GRAPHIC SCALE 0 10 20 40 1 INCH = 20 FT. HORIZONTAL 0 2.5 5 10 1 INCH = 5 FT. VERTICAL RECOMMENDED FOR APPOVAL�; BY: M Date. R=3 B Date: sl G BY: Date: BY: Date: DATE: ALPINE NURSERY 09.28.15 fiELDB00K: PAGE: ROAD AND STORM DRAINAGE PLAN & PROFILE - ROAD "A" DRAWING NO: C22 015007366 SHEET: OF: 22 42 DRS PROJECT NO. 14069 A INININ N A A .., H H w 03.03.16 a z ry F- L1J U W V ! O I.J. NN d D z DRAWN: YLP LLJ Z CHECKED: MAJ J DATE n APPROVED: MAJ NE 1/4 SECTION 23, TOWNSHIP 23 N, RANGE 5 E, W. M. ALPINENURSERY, o,, a SEE SHEET C29 SEE SHEET C27 CB 2 TYPE 2 ° > SEE SHEET C20 FOR DETAILS STA, 35+89.01, 11.71' L (S7R) a RIM 368.15 CB 3, TYPE 2-48" 25 6" /E 36J.49 (E) IN 70 LF 18" DI (Pt 4) 26 12" IE 362.99 (W) IN " » STA. 33+85.86, 18.36 L (SIR) _... _ 24 /E 361.99 N /N O . .-..... �.... __ _ ... . .._.._.............-_. M. ... _ / T .; .� -sr STA f8.58 R (S7R) __..._.._ 24 /E 361.99-iSE)--OUT.. T..... < i _._._. 1 _ _. 33+7730, 1787' n s�x�.._ _..._...._..._...__. .._ 6 7 -L-,,,I�lM 36225. -- _. - - -- STA. 61+40:70; 1272' R (S7R.) CB 102, TYPE 1 i2 -- - - " 12 d , I " !E 360 25 (AIE) IN R/M 372.11 " ° / SEE D€�'-SI�EET C29 STA. 35+88.89, 12. 7 R a / CB 5 TYPE 2-48" -1- °. ° 12" IE 363.39 (W) IN RIM 368.11 Alt 9 . ` . 1 STA. 33+51.4$ 21.04'R (S7R.) a 18" JE 362.89 (N) IN 6" lE 363.61 (W) IN 1 , STA. 61+35.63, 12.80' L (S7R) " ': 18" JE 362.89 (E) OUT 12" lE 363.11 E OUT RIM 372.04 _ O 6" lE 364.00 (N*q IN SEE SHEET C20 12" lE 363.50 (E) IN 18" !E 363.00 (W) IN L.P. ELEV = 37270 18" IE 363.00 (S) OUT L.P. STA = 33+45.67 PN STA - 33+45.84 PVI STA 33+85.90 PV! ELEV - 372.60 PW ELEV - 372.60 PV1 STA - 35+00.48 A.D. = 3.93 IF A.D. - 1.00 PV1 ELEV = 371.45 rt - a no re - 9n nn An = -9_ an VERTICAL DATUM: NA VD 88, PER Cl TY OF REN TON VERTICAL CONTROL. HORIZON TA DA TUM.- NAD UM:NAD 1983/91 PER CITY OF RENTON MONUMENTS. BENCHMARK: 1. CITY OF RENTON CONTROL POINT NO. 2127. FOUND PUNCHED 1-1/2" BRASS DISK /N CONCRETE MONUMENT DOWN 0.8 IN MONUMENT CASE AT THE INTERSECTION OF THE CENTERLINE OF 148TH PLACE SE. AND SE. 142ND STREET, ELEVATION = 363.697 FEET. 2 CITY OF RENTON CONTROL POINT NO. 1852. FOUND PUNCHED 3" BRASS SURFACE DISK AT THE ^' INTERSECTION OF THE CENTERLINE OF NE. 4TH STREET ` V AND 148TH AVENUE SE., ELEVA77ON = 454.769 FEET. UTILITY CROSSING NOTE: tW,' OUTILITY CROSSING, REFER TO C42 FOR DETAILS CATCH BASIN NOTE: V) IF DURING CONSTRUCTION, IT IS FOUND THAT PIPE a.44 ANGLES REQUIRE ROTATION .OF THE TYPE 1 CB AND .4 MISALIGNMENT WITH THE CURB, THE CITY WILL REQUIRE 1 REMOVAL AND REPLACEMENT . OF TYPE 1 CB WITH LARGER STRUCTURE AND ADEQUATE KNOCKOUT. O M Q W Z lZ` rt Call 2 Working Days Before You Dig 811 Utilities Underground Location Center (ID,MT,ND,OR,WA) �r�g .JOU �a O� .� 45232 � S 4toNAL • W 33+20 33+60 34+00 34+40 34+80 35+20 35+60 36+00 36+40 36+80 D.R. STRONG CONSUL TING ENGINEERS ENGINEERS PLANNERS SURVEYORS 6207TH AVENUE, KIRKLAND, WA 98033 O 425 827,3063 F 425 827 2423 1 CITY COMMENTS, REVIEW 1 2 CITY COMMENTS, REVIEW 2 3 MYLARS Im REVISION MAJ 03.03.16 MA1J SURVEYED: Sis MAJ 05.23.16 MAJ DESIGNED: M&I 07.28.16 MAJ DRAWN: YLP CHECKED: MAJ BY DATE APPR APPROVED: MAJ NORTH GRAPHIC SCALE 0 10 20 40 1 INCH = 20 FT. HORIZONTAL 0 2.5 5 10 1 INCH = 5 FT. VERTICAL :4 ael • 1 9 •' "'• ► yo BY: - I SCALE: DATE: VERTICAL: NAVO 1988 AS NOTED HORIZONTAL: NAD 1983/1991 ;,, ,� CITY 0 ALPINE NURSERY 09.28.15 FIELDBOOK: R E N TO N ONE INCH ROAD AND STORM DRAINAGE PLAN & PROFILE - ROAD "A" DRAWING NO: AT FULL SCALE Planning/Building/Public Works Dept. C23 IF NOT ONE INCH - I' SCALE ACCORDINGLY U1500/7 366 SHEET: 23 OF: 42 DRS PROJECT NO. 14069 JAI-ININININIA14 W Q ry z W OLLI V) O I.Jry_ n z J n Q — C 16 1ST A VE SE VER TI CAL DA TUM: NAVD 88, PER CITY OF RENTON VERTICAL CONTROL. HORIZON TA DA TUM.- NAD UM:NAD 1983/91 PER CITY OF RENTON MONUMENTS. BENCHMARK: 1. CITY OF RENTON CONTROL POINT NO. 2127. FOUND PUNCHED 1-1/2" BRASS DISK IN CONCRETE MONUMENT DOWN 0.8 IN MONUMENT CASE AT THE INTERSECTION OF THE CENTERLINE OF 148TH PLACE SE. AND SE. 142ND STREET, ELEVATION = 363.697 FEET. 2. Cl TY OF REN TON CONTROL POINT NO. 1852: FOUND PUNCHED 3" BRASS SURFACE DISK AT THE INTERSECTION OF THE CENTERLINE OF NE. 4TH STREET AND 1487H AVENUE SE., ELEVATION = 454.769 FEET. UTILITY CROSSING NOTE: OUTILITY CROSSING, REFER TO C42 FOR DETAILS CATCH BASIN NOTE: IF DURING CONS7RUCTION, IT IS FOUND THAT PIPE ANGLES REQUIRE ROTA77ON OF THE TYPE 1 CB AND MISALIGNMENT WITH THE CURB, 7HE CITY WLL REQUIRE REMOVAL AND REPLACEMENT OF TYPE 1 CB WI7H LARGER STRUCTURE AND ADEQUATE KNOCKOUT. Call 2 Working Days Before You Dig 811 Utilities Underground Location Center (ID,MT,ND,OR,WA) -- -- --- -- -------- U j3.. F NE 114 SECTION 23, TOWNSHIP 23 N, RANGE 5 E, W. M. A L PINE NURSER Y : E 50+00 50+40 50+80 51+20 51+60 1 CITY COMMENTS, REVIEW 1 D.R. STRONG 2 CITY COMMENTS, REVIEW 2 CONSUL TING ENGINEERS s MYLaRs ENGINEERS PLANNERS SURVEYORS D 620 7TH AVENUE, KIRKLAND, WA 98033 N 0. REVISION O 425.827,3063 F 425.827.2423 MAJ f MAJ SURVEYED: Sis MAJ 05.23.16. MAJ DESIGNED: YLP MAJ 07.28.16 MAJ DRAWN: CHECKED: MAJ BY DATE — C 16 1ST A VE SE VER TI CAL DA TUM: NAVD 88, PER CITY OF RENTON VERTICAL CONTROL. HORIZON TA DA TUM.- NAD UM:NAD 1983/91 PER CITY OF RENTON MONUMENTS. BENCHMARK: 1. CITY OF RENTON CONTROL POINT NO. 2127. FOUND PUNCHED 1-1/2" BRASS DISK IN CONCRETE MONUMENT DOWN 0.8 IN MONUMENT CASE AT THE INTERSECTION OF THE CENTERLINE OF 148TH PLACE SE. AND SE. 142ND STREET, ELEVATION = 363.697 FEET. 2. Cl TY OF REN TON CONTROL POINT NO. 1852: FOUND PUNCHED 3" BRASS SURFACE DISK AT THE INTERSECTION OF THE CENTERLINE OF NE. 4TH STREET AND 1487H AVENUE SE., ELEVATION = 454.769 FEET. UTILITY CROSSING NOTE: OUTILITY CROSSING, REFER TO C42 FOR DETAILS CATCH BASIN NOTE: IF DURING CONS7RUCTION, IT IS FOUND THAT PIPE ANGLES REQUIRE ROTA77ON OF THE TYPE 1 CB AND MISALIGNMENT WITH THE CURB, 7HE CITY WLL REQUIRE REMOVAL AND REPLACEMENT OF TYPE 1 CB WI7H LARGER STRUCTURE AND ADEQUATE KNOCKOUT. Call 2 Working Days Before You Dig 811 Utilities Underground Location Center (ID,MT,ND,OR,WA) -- -- --- -- -------- U j3.. F NE 114 SECTION 23, TOWNSHIP 23 N, RANGE 5 E, W. M. A L PINE NURSER Y : E 50+00 50+40 50+80 51+20 51+60 1 CITY COMMENTS, REVIEW 1 D.R. STRONG 2 CITY COMMENTS, REVIEW 2 CONSUL TING ENGINEERS s MYLaRs ENGINEERS PLANNERS SURVEYORS D 620 7TH AVENUE, KIRKLAND, WA 98033 N 0. REVISION O 425.827,3063 F 425.827.2423 MAJ 0.3.0.3.16 MAJ SURVEYED: Sis MAJ 05.23.16. MAJ DESIGNED: YLP MAJ 07.28.16 MAJ DRAWN: CHECKED: MAJ BY DATE APPR APPROVED: MAJ Q4 v NORTH GRAPHIC SCALE 0 10 20 40 1 INCH = 20 FT. HORIZONTAL 0 2.5 5 10 1 1 52+00 1 INCH = 5 FT. VERTICAL COMMEI� DED FOR APPOVAL BY: Date: BY Date: R=3�90020 BY: Date: BY: Date: SCALE: DATE: AS NOTED HORIZONTAL: N NAVE) 93„ CITY 0� 99, �h ALPINE NURSERY 09.28.15 .. FIELDBOOK: RENTON ONE INCH ROAD AND STORM DRAINAGE PLAN & PROFILE -161ST AVE SE DRAWING NO: LjkIDMAATM AT FULL SCALE m Planning/Building/Public Works Dept. C24 IF NOT ONE INCH r^ 100 7 SCALE ACCORDINGLY - - - U1 5 366 SHEET: 24 OF: 42 DRS PROJECT NO. 14069 Al IN NIN N 00 T— o 0 0 0 1 U) Q J w Q ry z W � V) w 0 CY_ rI W z J CL Q VERTICAL DATUM: NAVD 88, PER CITY OF RENTON VERTICAL CONTROL. HORIZON TA DA TUM: NAD 1983/91 PER CITY OF RENTON MONUMENTS. BENCHMARK: 1. CITY OF RENTON CONTROL POINT NO. 2127.• FOUND PUNCHED 1 -112 - BRASS DISK IN CONCRETE MONUMENT DOWN 0.8 IN MONUMENT CASE AT THE INTERSECTION OF. THE CENTERLINE OF 148TH PLACE SE. AND SE. 142ND STREET, ELEVATION = 363.697 FEET. 2. CITY OF RENTON CONTROL POINT NO. 1852. FOUND PUNCHED 3" BRASS SURFACE DISK AT THE W7FRSEC77ON OF THE CEN7ERLINE OF NE. 4TH STREET AND 148TH AVENUE SE., ELEVATION = 454.769 FEET. UTILITY CROSSING NOTE: OUTILITY CROSSING, REFER TO C42 FOR DETAILS CATCH BASIN NOTE: IF DURING CONS 7RUC 77ON, I IS FOUND THAT PIPE ANGLES REQUIRE ROTATION OF THE. TYPE 1 CB AND MISALIGNMENT WITH 77 -IE CURB, THE CITY lMLL REQUIRE REMOVAL AND REPLACEMENT OF TYPE 1 CB WITH LARGER STRUC77JRE AND ADEQUATE KNOCKOUT. Call 2 Working Days Before You Dig 811 Utilities Underground Location Center (ID,MT,ND,OR,WA) L. 52+40 52+80 53+20 53+60 54+00 54+40 54+80 55+20 55+60 1 I CITY COMMENTS, REVIEW 1 D.R. STRONG 2 CITY COMMENTS, REVIEW 2 CONSUL TING ENGINEERS 3 MYLARS ENGINEERS PLANNERS SURVEYORS .620 7THAVENUE, KIRKLAND, WA 98033 NO. REVISION O 425 827 3063 F 425,827 2423 SCALE: VERTICAL: NAVD 1988 CITY O E AS NOTED HORIZONTAL: NAD 1983/183/1 991 k&R RENTOR ONE INCH DATUM AT FULL SCALE Planning/Building/Public Works Dept. IF NOT ONE INCH SCALE ACCORDINGLY R-390011 NURTH GRAPHIC SCALE 0 10 20 40 1 INCH = 20 FT. HORIZONTAL 0 2.5 5 10 �1 1 INCH = 5 FT. VERTICAL I MN 03.03.16 M&I SURVEYED: Sis MM 05'23.16 MAJ DESIGNED: YLP MAJ 07.28.16 MAJ DRAWN: CHECKEDYLP MAJ BY DATE A P P R APPROVED: MAI SCALE: VERTICAL: NAVD 1988 CITY O E AS NOTED HORIZONTAL: NAD 1983/183/1 991 k&R RENTOR ONE INCH DATUM AT FULL SCALE Planning/Building/Public Works Dept. IF NOT ONE INCH SCALE ACCORDINGLY R-390011 NURTH GRAPHIC SCALE 0 10 20 40 1 INCH = 20 FT. HORIZONTAL 0 2.5 5 10 �1 1 INCH = 5 FT. VERTICAL I \ APPOVAL BY -D. Z•' Datd W -4-i Date: ALPINE NURSERY 09.28.15 FIELDBOOK: PAGE: ROAD AND STORM DRAINAGE PLAN & PROFILE -161 ST AVE SE DRAWING NO: C25 015007366 SHEET: OF: 25 4: DRS PROJECT NO. 14069 LAt-jNjNjNjNjAj� Cz : R -3160-Z11 00 o 0 0 0 I- L Q I W Z ry f— (LLJ I j tVyJ O LL a, ZLIJ Z J Q NE 1/4 SECTION 23, TOWNSHIP 23 N, RANGE 5 E, W.M. A L PINE NURSER Y it ` I coo I/ A I A I fit SEE SHEET C27 y' a_..._ ....... _....... . - t 3� 60+87.78 r Call 2 Working Days Before You Dig 811 Utilities Underground Location Center (ID,MT,ND,OR,WA) 56+40 56+80 57+20 57+60 58+00 58+40 VER TI CAL DA TUM: NA VD 88, PER CITY OF REN TON VERTICAL CONTROL. HORIZONTAL DATUM. NAD 1983/91 PER CITY OF RENTON MONUMENTS BENCHMARK: 1. CITY OF RENTON CONTROL POINT NO. 2127.' FOUND PUNCHED 1-1/2" BRASS DISK IN CONCRETE MONUMENT DOWN 0.8 IN MONUMENT CASE AT THE INTERSECTION OF THE CENTERLINE OF 148TH PLACE SE, AND SE. 142ND STREET, ELEVATION = 363.697 FEET. 2. CITY OF RENTON CONTROL POINT NO. 1852: FOUND PUNCHED 3" BRASS SURFACE DISK AT THE INTERSECTION OF THE CENTERLINE OF NE. 47H STREET AND 148TH AVENUE SE., ELEVATION = 454.769 FEET. 1 CITY COMMENTS, REVIEW 1 2 CITY COMMENTS REVIEW 2 D.R. STRONG CONSUL TING ENGINEERS 3 MYLARs ENGINEERS PLANNERS SURVEYORS 620 7THAVENUE, KIRKLAND, WA 98033 NO. REVISION 0 425 827 3063 F 425 827 2423 58+80 59+20 59+60 60+00 UTILITY CROSSING NOTE: OUTILITY CROSSING, REFER TO C42 FOR DETAILS CATCH BASIN NOTE: IF DURING CONSTRUCTION, IT IS FOUND 7HAT PIPE ANGLES REQUIRE ROTA 7701V OF THE TYPE 1 CB AND MISALIGNMENT WITH 7HE CURB, THE CITY WILL REQUIRE REMOVAL AND REPLACEMENT OF TYPE 1 CB WTH LARGER STRUCTURE AND ADEQUATE KNOCKOUT. MN 03.03.16 MAJ --- -------_ __.___,._. __w.__ ___,-___.._____._ MAJ DESIGNED: YLP MAW 07.28.16 Mi DRAWN: _ __......... ._ ... ___..____._.._._._ _._.____,___..._ _..._...... _.r_..___._.__._-__-.___ I APPR APPROVED: kw �._...........:....._...._._ _...... .._._..�... ._....._..:..........._._.._.._...... _.....__.....__..._..._.....___ ...... __... _..... _..... _...._. _..._.._..._.._ __.__-_ - -- - -'- - EX/S71N6 GRADE AT ...... ._.._._.....__......_...._...:._....__., _ E - _ PROPOSED CR IW_..._:__....__._. - ;F -- --- - ....._.,.......,, t- ----- - x _ 1 272 Ef 12" LCP ------------------ -- 5� P16 CB 16 TYPE 2-48" . li RIM 379 00 1 - -- 6 IE 371.88 F . W IN 1 __ � 5 M 1 i - i I _ 12 i .6 9 Lfi.12.. " pl._A�.,.0:50X_ Pt15 12" IE 371.38 (S) OUT ti. E s ...... i 1 : � i TO CB 14 ----- CB 115A, TYPE 1 1 TYPE " �... -- i 6a _............._ Rl 6 369.99 5.49 iE 365.49 (W) IN RIM 368.36 12" lE 363 59 (N) IN CB 115 TYPE 1 . _...�._.....,..,..._. i _..__..._ . _.---- ; _. r ......... __.._.. - ._.._._. "` _.., _.;... ...... _._._._.._......_......_....._....._.........................._........_..._._....._._......12" _...._...._.....,__._...... _......_..... _...... . _._..._... _...._._... 12 "t lE 364.99 (N) IN . /E 364-1 (S)....OUT....._...._..__....._.__......_.. .._ ...._. 12" IE 363 18"..IE 36.09 59 S IN (W) OUT RIM 365.86 12" IE 363.86 (N) OUT _._.:.._._ _. -_......_ _..._.. _...._ _....._._...._._..... _.......... ......_.._.._._._.._.._ _........__............_._.._. - 22 _....._ _.............._.._.......__ _...,......._......_ _ .._..... Oi co of ofKt(j N O �f 1) N c�j �o N �j p O aj O of GJ N N co O rn N MM r, r" r\ ca � co r Call 2 Working Days Before You Dig 811 Utilities Underground Location Center (ID,MT,ND,OR,WA) 56+40 56+80 57+20 57+60 58+00 58+40 VER TI CAL DA TUM: NA VD 88, PER CITY OF REN TON VERTICAL CONTROL. HORIZONTAL DATUM. NAD 1983/91 PER CITY OF RENTON MONUMENTS BENCHMARK: 1. CITY OF RENTON CONTROL POINT NO. 2127.' FOUND PUNCHED 1-1/2" BRASS DISK IN CONCRETE MONUMENT DOWN 0.8 IN MONUMENT CASE AT THE INTERSECTION OF THE CENTERLINE OF 148TH PLACE SE, AND SE. 142ND STREET, ELEVATION = 363.697 FEET. 2. CITY OF RENTON CONTROL POINT NO. 1852: FOUND PUNCHED 3" BRASS SURFACE DISK AT THE INTERSECTION OF THE CENTERLINE OF NE. 47H STREET AND 148TH AVENUE SE., ELEVATION = 454.769 FEET. 1 CITY COMMENTS, REVIEW 1 2 CITY COMMENTS REVIEW 2 D.R. STRONG CONSUL TING ENGINEERS 3 MYLARs ENGINEERS PLANNERS SURVEYORS 620 7THAVENUE, KIRKLAND, WA 98033 NO. REVISION 0 425 827 3063 F 425 827 2423 58+80 59+20 59+60 60+00 UTILITY CROSSING NOTE: OUTILITY CROSSING, REFER TO C42 FOR DETAILS CATCH BASIN NOTE: IF DURING CONSTRUCTION, IT IS FOUND 7HAT PIPE ANGLES REQUIRE ROTA 7701V OF THE TYPE 1 CB AND MISALIGNMENT WITH 7HE CURB, THE CITY WILL REQUIRE REMOVAL AND REPLACEMENT OF TYPE 1 CB WTH LARGER STRUCTURE AND ADEQUATE KNOCKOUT. MN 03.03.16 MAJ SURVEYED: s,is MAW 05.23.16 MAJ DESIGNED: YLP MAW 07.28.16 Mi DRAWN: CHECKEDYLP MAJ BY DATE I APPR APPROVED: kw 60+40 60+80 SCALE: VERTICAL: NAVD 1988 AS NOTED HORIZONTAL: NAD 1983/1991 CITY OF RENTON ONE INCH DATUM AT FULL SCALE Planning/Building/Public Works Dept. IF NOT ONE INCH SCALE ACCORDINGLY R-390011 NORTH GRAPHIC SCALE 0 10 20 40 mmmmll 1 INCH = 20 FT. HORIZONTAL 0 2.5 5 10 1 INCH =5 FT. VERTICAL RECOMMIE,4WED FOR APPOVAL Date smile r Date: JJ L J ALPINE NURSERY 09.28.15 FIELDBOOK: PAGE: ROAD AND STORM DRAINAGE PLAN & PROFILE 161 ST AVE SE DRAWING N0: C26 U15007366 SHEET: OF: 26 42 DRS PROJECT NO. 14069 A—INININNIA1,4 c � : A-3,7oa � 2- w z ry W C) w U7 O r��y n II �nl 01111111p, -4 J n Q r1 Call 2 Working Days Before You Dig 811 Utilities Underground Location Center (ID,MT,ND,OR,WA) SEE SHEET C23 i j Rf Rv4i'`{{174 :rebke^'27. MAJ SURVEYED: SJs MAJ 05.23.16 MAJ DESIGNED: YLP MAJ 07.28.16 MAJ DRAWN: CHECKEDYLP MAJ BY DATE APPR APPROVED: MAJ CB 14, TYPE 1L STA. 37+10.63, 50.28' L RIM 364.50 18" IE 362.00 (E) IN 18" IE 362.00 (N) OUT NE 7/4 SECTION 23, TOWNSHIP 23 N, RANGE 5 E, W.M. ALPINENURSERY 7 `-_ -------------- 1 i j ------________________________' ff rl r CB IA, TYPE 2-48 BIRDCAGE , f .0 ' 3 255 LF 18 LCPE (P15) " IE 358.00 00 IN TRAC T "B„ SEE SHEET C26 3 -370-- ----------- ------ ------ 0057ING GRADE A T FINISHED GRADE AT ' S M CENTERLIN STORM EN7E'RLINE i ---------------- ------- - ---- ---------------------------- --- FROM CB 15A AND ------------------- ------------ - (- --- CB 115 255 LF 18 6CEod4jx (P 4S) a I .........._........,_360 ._..__._ __.w.____..._._... ._...�__ � _ _ __..__ .,.._... .._,_ �....._...........360..._......_.__: CB 14 E 1L CB 15, TYPE 2-48" RIM 364:50 RIM i 366.36 18 IE 352.00 (E) 1N 12" IE 363.59 (N) IN 1$" l£62.00 (N) OUT 2 , 12* IE 363.59 (S) IN I 18-11E 363.09 (W) OUT 70 LF 18" Dl ® 0.33X (p14)._._ CB 1, TYPE 2-60" RIM 36 .68 12" IE 361.77 (SW) IN 18" lE 361.77 (S) 1N 24" IE 1361.77 (NW) 1N I ACT 24" IE 1361.77 E OUT N rn N h rn 00 0) rn N a co N Ld L6 Ld c6 ei co (6 Ld Ld 0i of 10+00 10+40 10+80 11+20 11+60 12+00 12+40 VERTICAL DA TUM: UTILITY CROSSING NOTE: NAVD 88, PER CITY OF RENTON VERTICAL CONTROL. U77LITY CROSSING REFER TO C42 FOR DETAILS HORIZON TA DA TUM.- NAD UM:NAD 1983/91 PER CITY OF RENTON MONUMENTS CA TCH BASIN NOTE.' BENCHMARK: IF DURING CONSTRUCTION, IT IS FOUND THAT PIPE ANGLES REQUIRE ROTA TION OF 774E TYPE I CB AND MISALIGNMENT 1. CITY OF RENTON CONTROL POINT NO. 2127.• FOUND PUNCHED 1-1/2' BRASS DISK IN CONCRETE MONUMENT DOWN 0.8 WITH THE CURB, THE CITY WILL REQUIRE REMOVAL AND IN MONUMENT CASE AT 774E INTERSECTION OF THE CENTERLINE OF 148TH PLACE SE. AND SE. 142ND STREET, ELEVATION REPLACEMENT OF TYPE 1 CB WITH LARGER STRUCTURE AND = 363.697 FEET. ADEQUATE KNOCKOUT. 2. CITY OF RENTON CONTROL POINT NO. 1852: FOUND PUNCHED 3" BRASS SURFACE DISK AT THE INTERSEC77ON OF THE CENTERLINE OF NE. 4TH STREET AND 148TH AVENUE SE., ELEVA77ON = 454.769 FEET. 90 2 1 CITY COMMENTS, REVIEW 1 2 CITY COMMENTS, REVIEW 2 D.R. STRONG 3 MYLARs CONSUL TING ENGINEERS DD ENGINEERS PLANNERS SURVEYORS 620 7THAVENUE, KIRKLAND, WA 98033 N 0. REVISION O 425 827 3063 F 425 827 2423 MAJ 03.03.16 MAJ SURVEYED: SJs MAJ 05.23.16 MAJ DESIGNED: YLP MAJ 07.28.16 MAJ DRAWN: CHECKEDYLP MAJ BY DATE APPR APPROVED: MAJ SCALE: VERTICAL: NAVD 1988 AS NOTED HORIZONTAL: NAD 1983/1991 :6 CITY OF b RENTON I -ONE INCH DAI M AT FULL SCALE Planning/Building/Public Works Dept. IF NOT ONE INCH SCALE ACCORDINGLY NORTH GRAPHIC SCALE 0 110 20 40 ii 1 INCH = 20 FT. HORIZONTAL 0 2.5 5 10 1 INCH = 5 FT, VERTICAL r 1 RECOMMENDED •' "' • ' BY ;" i . - B Date: Date: B . - • Date: -- DATE: . - ALPINE NURSERY STORM DRAINAGE PLAN & PROFILE - TRACT "B" 015007366 DRS PROJECT NO. 14069 JAI—ININ CID s i2- 3 700 2 3 DATE: 09.28.15 FIELDBOOK: PAGE: DRAWING NO: C27 SHEET: OF: 27 42 00 o 0 0 0 I LO �' W o FRAME AND VANED ORATE S• PIPE ALLOWANCES PIPE MAXIMUM PIPE MATERIAL INSIDE CATCHMAXIMUM BASIN DIAMETER DIAMETER REINFORCED OR 12" PLAIN CONCRETE 6" ALL METAL PIPE - IV CPSSP* 12' (STD. SPEC. 9-05.20) ONE #S BAR HOOP FOR W HEIGHT - SOLiD WALL PVC 15" (STD. SPEC. 9-05.12(1)) IsFF46 PROFILE WALL PVC 15" (STD. SPEC. 8-05.12(2)) NOTES 43 BAR EACH CORNER IV MIN 113 BAR HOOP SEE NOTE 1 ALTERNATIVE PRECAST BASE SECTION ti�Y STD. PLAN - 200.00 + 4 PUBLIC WORKS CATCH BASIN TYPE I DEPARTMENT ��1V'T1� MARCH 2008 � 1 Kola Z' \- bETAIL AND NOTE 1 b ti m WTPALL TO STRFA IM)NP NO P0.lUTANT B TOP SECTION O° 24" 4t EQUAL SPACE 4 EQUAL SPACES ' SECTION �A _ 314" N i tU4" Bol.r•DowSLOT DETAIL SEE NOTE 1 NOTES Provide two slots In the grate that are vertically aligned 1. with the holes in the frame. Location of bolt -down slots varies among different manufacturers. ISOMETRIC 2 Refer to Standard Spedficatlon 9-05.15(2) for additional requirements. 3. Use only on sags and vertical curbs locations. 4. Unless otherwise specified, vaned grates shall be used with standard frame In the travel way, gutter or shoulder. vaned grates shall not be located within crossroads. Use vaned grates along rolled curbs. STD. PLAN - 204.30 p0� PUBLIC WORKS RECTANGULAR 81 -DIRECTIONAL DEPARTMENT- VANED GRATE Flo MARCH 2008 rt Call 2 Working Days Before You Dig 811 Utilities Underground Location Center (ID,MT,ND,OR,WA) NE 7/4 SECTION 23, TOWNSHIP 23 N, RANGE 5 E, W.M. ALPINE NURSERY CATCH BASIN FRAME AND VANED GRATE (DETAIL 204.00) HANDHOLD RECTANGULAR ADJUSTMENT SECTION OR CIRCULAR ADJUSTMENT SECTION GROUT, TYPICAL (SEE NOTE 6) FLAT SLAB TOP MORTAR (TYP.) -ILLET51� REINFORCING STEEL(tVPJ _ f(r`? GRAVEL BACKFILL FOR . 12' PIPE ZONE BEDDING SEPARATE BASE INTEGRAL BASE CAST -IN-PLACE PRECAST WITH RISER RING GRAVEL BACKFILL FOR PIPE ZONE BEDDING .J� SEPARATE BASE PRECAST PIPE CATCH BASIN OR 12" CATCHMAXIMUM BASIN DIAMETER WALL BASE KNOCKOUT THICKNESS THICKNESS SIZE MINIMUM BASE REINFORCING STEEL DISTANCE In' UR.IN EACH DIRECTION BETWEEN KNOCKOUTS SEPARATE BASE INTEGRAL BASE 46" 4° 6" * CORRUGATED POLYETHYLENE a" 0.23 0.15 54' STORM SEWER PIPE ONE #S BAR HOOP FOR W HEIGHT - TWO #3 BAR HOOPS FOR 12" HEIGHT RECTANGULAR ADJUSTMENT SECTION 0.19 0.19 IsFF46 6" 8" �sJ NOTES `gEE -72" 8" 8" l 12" 0.35 0.24 1. As acceptable alternatives to the Taber shown in the PRECAST BASE C IT 72" 12" 1 SECTION, fibers (placed according to the Standard Specifications), or �\� 0: r 12" 84" 12" WITS mesh having a minimum area of 0.12 square Inches per toot shall 60" 72' 86" 1 36" 48" be used with the minimum required rebar shown in the ALTERNATIVE zY o� LINE OR BRACE POST PRECAST BASE SECTION. Wire mesh shall not be placed In the STD. PLAN - 203.00 PUBLIC WORKS OPEN CURB FACE DEPARTMENT knockouts. #3 BAR EACH CORNER 20$ INSTALLATION DETAIL MARCH 2008 z 2. The knockout diameter shall not be greater than 20". Knockouts shall 3 have a wall thickness of 2" minimum to 2.5" maximum. Provide a 1.5" N minimum gap between the knockout wall and the outside of the pipe. After the pipe is Installed, 1111 the gap with joint mortar In accordance 43 BAR EACH SIDE - with Standard Specification 9-04.3. 3. The maximum depth from the finished grade to the lowest pipe Invert shall be 5' v #3 BAR EACH WAY 4• The frame and grate must be Installed With the flange down. PRECAST BASE SECTION 5. The Precast Base Section may have a rounded floor, and the walls may be sloped at a rate of 1:24 or steeper. 8. The opening shall be measured at the top of the precast base section. 7. All pickup holes shall be grouted full after the basin has been placed. 8. All grade rings and castings shall be set in mortar in accordance with Standard Specification 9-04.3. 43 BAR EACH CORNER IV MIN 113 BAR HOOP SEE NOTE 1 ALTERNATIVE PRECAST BASE SECTION ti�Y STD. PLAN - 200.00 + 4 PUBLIC WORKS CATCH BASIN TYPE I DEPARTMENT ��1V'T1� MARCH 2008 � 1 Kola Z' \- bETAIL AND NOTE 1 b ti m WTPALL TO STRFA IM)NP NO P0.lUTANT B TOP SECTION O° 24" 4t EQUAL SPACE 4 EQUAL SPACES ' SECTION �A _ 314" N i tU4" Bol.r•DowSLOT DETAIL SEE NOTE 1 NOTES Provide two slots In the grate that are vertically aligned 1. with the holes in the frame. Location of bolt -down slots varies among different manufacturers. ISOMETRIC 2 Refer to Standard Spedficatlon 9-05.15(2) for additional requirements. 3. Use only on sags and vertical curbs locations. 4. Unless otherwise specified, vaned grates shall be used with standard frame In the travel way, gutter or shoulder. vaned grates shall not be located within crossroads. Use vaned grates along rolled curbs. STD. PLAN - 204.30 p0� PUBLIC WORKS RECTANGULAR 81 -DIRECTIONAL DEPARTMENT- VANED GRATE Flo MARCH 2008 rt Call 2 Working Days Before You Dig 811 Utilities Underground Location Center (ID,MT,ND,OR,WA) NE 7/4 SECTION 23, TOWNSHIP 23 N, RANGE 5 E, W.M. ALPINE NURSERY CATCH BASIN FRAME AND VANED GRATE (DETAIL 204.00) HANDHOLD RECTANGULAR ADJUSTMENT SECTION OR CIRCULAR ADJUSTMENT SECTION GROUT, TYPICAL (SEE NOTE 6) FLAT SLAB TOP MORTAR (TYP.) -ILLET51� REINFORCING STEEL(tVPJ _ f(r`? GRAVEL BACKFILL FOR . 12' PIPE ZONE BEDDING SEPARATE BASE INTEGRAL BASE CAST -IN-PLACE PRECAST WITH RISER RING GRAVEL BACKFILL FOR PIPE ZONE BEDDING .J� SEPARATE BASE PRECAST NOTES I. No steps are required when height is 4' or less. 2. The bottom of the precast catch basin may be sloped to facilitate cleaning. 3. The rectangular frame and grate must be Installed with the flange down. The frame may be cast into the adjustment section. 4. Knockouts shall have a wall thickness of 2" minimum to 2.5" maximum, Provide a 1.5" minimum gap between the knockout wall and the outside of the pipe. After the pipe is installed, fill the gap With joint mortar in accordance with Standard Specification 9-04.3, 5 All drf d PIPE CATCH BASIN DIMENSIONS CATCHMAXIMUM BASIN DIAMETER WALL BASE KNOCKOUT THICKNESS THICKNESS SIZE MINIMUM BASE REINFORCING STEEL DISTANCE In' UR.IN EACH DIRECTION BETWEEN KNOCKOUTS SEPARATE BASE INTEGRAL BASE 46" 4° 6" 36" a" 0.23 0.15 54' 4.5" a" 42" B" 0.19 0.19 60" 6" 8" 48" B° 0.25 0.25 -72" 8" 8" 60" 12" 0.35 0.24 84" 9' IT 72" 12" 1 0.39 0.29 96" r 12" 84" 12" 0.39 0.29 NOTES I. No steps are required when height is 4' or less. 2. The bottom of the precast catch basin may be sloped to facilitate cleaning. 3. The rectangular frame and grate must be Installed with the flange down. The frame may be cast into the adjustment section. 4. Knockouts shall have a wall thickness of 2" minimum to 2.5" maximum, Provide a 1.5" minimum gap between the knockout wall and the outside of the pipe. After the pipe is installed, fill the gap With joint mortar in accordance with Standard Specification 9-04.3, 5 All drf d gra a nngs, secs, an castings shall be set in mortar in accordance with t Comlgated Polys trylene Storm Sewer Pipe (Std. Spec. 9-05.20) Standard Specification 9-04.3. z (std. spec. ao5.12(1)) 3 (Bid. Spec. 9-05.12(2)) S PUBLIC WORKS CATCH BASIN TYPE 2 STD. PLAN - 201.00 DEPARTMENT MARCH 2008 FRAME AND VANED GRATE Jct' OR 12" ONE #3 BAR HOOP FOR W HEIGHT TWO #3 BAR HOOPS FOR 12• HEIGHT RECTANGULAR ADJUSTMENT SECTION nVurs REDUCING SECTION PIPE ALLOWANCES PIPE ALLOWANCES PIPE MATERIAL CATCH PIPE MATERIAL WITH MAXIMUM INSIDE DIAMETER BASIN DIAMETER CONCRETZ ALL METAL CPSSP (D SOLID WALL PVC D PROFILE WALL PVC 0 48" 24" 30" 24" 27' 30" 54" 30" 36" 30' 27" 36" 6o" 36" 42" 36" 36" 42" 72" 42" 64" 42' 36" 48" 84" 54" 80" 54° 1 36" 48' 96' 60" 72' 86" 1 36" 48" gra a nngs, secs, an castings shall be set in mortar in accordance with t Comlgated Polys trylene Storm Sewer Pipe (Std. Spec. 9-05.20) Standard Specification 9-04.3. z (std. spec. ao5.12(1)) 3 (Bid. Spec. 9-05.12(2)) S PUBLIC WORKS CATCH BASIN TYPE 2 STD. PLAN - 201.00 DEPARTMENT MARCH 2008 FRAME AND VANED GRATE Jct' OR 12" ONE #3 BAR HOOP FOR W HEIGHT TWO #3 BAR HOOPS FOR 12• HEIGHT RECTANGULAR ADJUSTMENT SECTION nVurs REDUCING SECTION PIPE ALLOWANCES 03.03.16 MAXIMUM PIPE MATERIAL INSIDE 0.5.23.16 DLAMETIER RE94FORCED OR 18" PLAIN CONCRETE MXl ALL METAL PIPE 21" CPSSP* DRAWN: YLP (STD. SPEC. 9-0520) 18" SOLID WALL PJC 21" (STD. SPEC. 9-05.12(1)) DATE PROFILE LVALL PVC 21" (STD. SPEC. 9-05.12(2)) CORRUGATED POLYETHYLENE STORM SEWER PIPE NOTES 1. As acceptable alternatives to the Taber shown in the PRECAST BASE SECTION, fibers (placed according to the Standard Specifications), or wire mesh having a minimum area of 0.12 square Inches per foot shall be used With the minimum required rebar shown in the ALTERNATIVE PRECAST BASE SECTION. Who mesh shall not be placed in the knockouts. 2. The knockout diameter shall not be greater than 26". Knockouts shall have a we thickness of 2" minimum to 2.5" maximum. Provide a 1.5" minimum gap between the knockout wall and the outside of the pipe. After the pipe Is Installed, fill the gap with joint mortar In accordance with Standard Specification 9-04.3. 3. The maximum depth from the finished grade to the lowest pipe Invert shall be 5'. 4. The frame and grate must be Installed with the N3nge down. 5. The Precast Base Section may have a rounded floor, and the walls may be sloped at a rate of 1:24 or steeper. 6. The opening shall be measured at the top of the precast bass section. 7. Ai pickup holes shall be grouted full after the basin has been placed. 8. All grade rings and casings shall be set M mortar In accordance With Standard Specllcation U4.3. #3 BAR HOOP #3 BAR EACH CORNER -� #3 BAR EACH CORNER #3 BAR EACH SIDE N #3 BAR EACH WAY - SEE NOTE 1 PRECAST BASE SECTION ALTERNATIVE PRECAST BASE SECTION SPUBLIC WORKS CATCH BASIN TYPE 1 L S'I'D. PLAN - 200.10 DEPARTMENT MARCH 2008 1 I CITY COMMENTS, REVIEW 1 D.R. STRONG 2 CITY COMMENTS, REVIEW 2 CONSUL TING ENGINEERS 3 MYLARs i, ENGINEERS PLANNERS SURVEYORS r f 620 7TH AVENUE, KIRKLAND, WA 98033 O 425.827,3063 F425.827.2423 NO. REVISION I CLEAN SURFACE AND BOTTOM AREA. PROVIDE UNIFORM CONTACT. THE SURFACE AREA OF THE BASE SECTION MUST BE GROUTED TO THE BOTTOM AREA OF THE ADJUSTMENT SECTION. BASE SECTION NOTES 1. THE COVER OR GRATING OF A CATCH BASIN SHALL NOT BE GROUTED TO FINAL GRATE UNTIL THE FINAL ELEVATION OF THE PAVEMENT, GUTTER, DITCH, OR SIDEWALK IN WHICH iT IS TO BE PLACED HAS BEEN ESTABLISHED, AND UNTIL PERMISSION THEREAFTER IS GIVEN BY THE ENGINEER TO GROUT OR GRATING IN PLACE IN ACCORDANCE WITH STANDARD SPECIFICATION 7-05.3. 2. SHIMS SHALL NOT BE USED TO SET FRAME TO GRADE. THE USE OF SHIMS IS PROHIBITED. 3. MORTAR SHALL BE PLACED BETWEEN ADJUSTMENT RINGS AND BRICKS PRIOR TO PLACEMENT. 4, THE USE OF BRICKS IS PERMITTED WHERE THE BRICKS ARE STAGGERED TO CREATE A RUNNING BOND OR X BOND. SEE NOTE 4 UCPUBLIC WORKS CATCH BASIN INSTALLATION STD' PLAN - 202.00 DEPARTMENT MARCH 2008 MAJ 03.03.16 MAJ SURVEYED: Sis MAJ 0.5.23.16 MAJ DESIGNED: YLP MAJ 07.28.16 MXl 2. The dimensions of the Frame and Hood may vary slightly among dif- ifferent PIPE PIPE ferentmanufacturers. The Frame may have cast features Intended DRAWN: YLP Z T Frame. The methods for fastening the Safety Bar / Debris Guard Rod CHECKED MAJ BY DATE APPR APPROVED: MAJ HC SEE NOTI NOTE: ALL THROUGH CURB INLETS MUST HAVE BI-DIRECT70NTAL GRA TES 28" ABN. SEE NOTE 1 SECTION O 1" MIN. 20 114_ TYP. NOTES POST AND RAIL SPECIFICATIONS I. The asymmetry of the Combination Inlet shall be considered when calculating the offset distance for the catch basin. See SECTION A. 1 rva" 2. The dimensions of the Frame and Hood may vary slightly among dif- ifferent PIPE PIPE ferentmanufacturers. The Frame may have cast features Intended CURB OR CURB AND GUTTER Z T Frame. The methods for fastening the Safety Bar / Debris Guard Rod MATCH TOP OF HOOD TO TOP OF CURB (TYPJ to the Hood may vary.The Hood may include casts s The to to g p With SEE NOTE4 of the Hood may be ast a pattern. HOOD 3. Attach the Hood to the frame with two 314" x 2" hex head bolts, nuts, f � YP. SAFETTYIBAR I DEBRIS GUARD to assure full bearing across the slots. (SCH. 40) 20" x 24" VANED GRATE 4. When bolt -down grates are specified In the contract, provide two `FZa' iSEE NOTE 2 FRAME holes In the frame that are vertically aligned with the grate slots. Tap each hole to accept a 5/8" x - 11 NC x 2" alien head cap screw. (TYP,) Location of bolt -down holes varies among different manufacturers. 3 See BOLT- DOWN DETAIL END, CORNER, OR PULL POST 5. Only ductile iron Vaned Grates shall be used. �, 6. This plan is intended to show the installation details of a manufac- i o ISOMETRIGVIEW � N Y zY o� DETAIL SECTION OA CATCH BASIN 4" (WIDE SIDE) :H BASIN TYPE 1 (WIDE SIDE) BASIN TYPE 1 L FRAME TOP VIEW SEE NOTE 1 SECTION O FRAME DETAIL 3112" NOTES POST AND RAIL SPECIFICATIONS I. The asymmetry of the Combination Inlet shall be considered when calculating the offset distance for the catch basin. See SECTION A. 1 rva" 2. The dimensions of the Frame and Hood may vary slightly among dif- ifferent PIPE PIPE ferentmanufacturers. The Frame may have cast features Intended CURB OR CURB AND GUTTER to support a grate guard. Hood units shall mount outside of the Frame. The methods for fastening the Safety Bar / Debris Guard Rod MATCH TOP OF HOOD TO TOP OF CURB (TYPJ to the Hood may vary.The Hood may include casts s The to to g p With / of the Hood may be ast a pattern. HOOD 3. Attach the Hood to the frame with two 314" x 2" hex head bolts, nuts, and oversize washers. The washers shall have diameters adequate SAFETTYIBAR I DEBRIS GUARD to assure full bearing across the slots. (SCH. 40) 20" x 24" VANED GRATE 4. When bolt -down grates are specified In the contract, provide two `FZa' FRAME holes In the frame that are vertically aligned with the grate slots. Tap each hole to accept a 5/8" x - 11 NC x 2" alien head cap screw. Location of bolt -down holes varies among different manufacturers. See BOLT- DOWN DETAIL END, CORNER, OR PULL POST 5. Only ductile iron Vaned Grates shall be used. �, 6. This plan is intended to show the installation details of a manufac- tured product. it is not the intent of this plan to show the specific ISOMETRIGVIEW details necessary to fabricate the castings shown on this drawing. FABRIC LOOP -2 Mrs Y zY o� LINE OR BRACE POST 2" DIAM. STD. PLAN - 203.00 PUBLIC WORKS OPEN CURB FACE DEPARTMENT FRAME AND GRATE 20$ INSTALLATION DETAIL MARCH 2008 NOTES 10 MNL 1(X10' MAX• PULL POST - FACED HOG RINGS (TVP.) END OR CORNER (BRACE) POST TENSION W IRE t0. N>aX ) 01OW MAX. SPACED M 24" MAX. 1. All concreteminpost bases shall be 10' A TENSION WIRE PULL Pum diameter. OST B LINE POST -SPACED BRACE 1EN910N KNUCKLED SELVAGE D TENSION WIRE BRACE POST G to MAX POST WERE (Trp,) 2. along the top and bottom, using Hog Rings, fasten the Chain Link Fence Fabric to the Tension Wire within the limits of the first full fabric weave. v TIE WIRE3. Details are illustrative and shall not U TENSION WIRE (TYp) Q TENSION WIRE TENSION WIRE limit hardware design or post select TIE mP RE fion of any pa our fe lar rice type. m FABRIC BAND (TYP.) Ix FABRIC BAND (TYP.) TIE WIRES ITYP.)- F STRETCHER BAR (TYP.) ? STRETCHER BAROYP.) SPACED W 14" MAX. it C STRETCHER . L. ' BAR KNUCKLED TENSION WIRE SELVAGE CHAIN LINK I: HOG RINGS (TYP.) TENSION WIRE m L gyp,) PENCE FABRIC POST FABRIC t SPACED 024" MAX. , CONCRETE POST - BASE (EYP.) FABRIC BAND - SPACED 1G MAX TYPE 3 10' MAX, 508' MAX I PULL POST -SPACED HOG RINGS (TYP.) END OR CORNER (BRACE) POST B TENSION WIRE 10' MAX (TYP.) !� MA)C SPACED 24' MAX /.\ TENSION WIRE PULL P057 UNE POST- SPACED BRACE TENSION WIRE KNUCKLED D TENSION WIRE BRACE POST 0IT MAX POST SELVAGE (TYP. METHOD OF FASTENING STRETCHER BAR TO POST TENSION WIRE TIE WIREor TENSION WIRE TENSION WIRE STRETCHER (TYP.), = TIE WIRE . BAR (Typ.) 'a O (TVP.) STRETCHER . aaJ � BAR (rrP.) FABRIC BAND (TYP.) =r t;, FABRIC SAND (TYP.) 5 C bj. KNUCKLED SELVAGE (TYP.) FENCE FABRIC CONCRETE POST T_ BAsetTVP.) TYPE 9o�a-fsv'raTaTd°_��fE6@6@s#6 PROVIDE CHAIN LINK FENCE WITH TOP RAIL SCALE: VERTICAL: NAVD 1988 AS NOTED HORIZONTAU NAD ,983/,991 ;; ,} CITY OF REN F- REN TON ONE INCH DATUM AT FULL SCALE IF NOT ONE Planning/Building/Public Works Dept. INCH SCALE ACCORDINGLY CHAIN LINK FENCE TYPES 3 AND 4 STANDARD PLAN L-20.10-02 SHEET 1 or 2 SHEETS APPROVED FOR PUBLICATION Pasco Sakotfch fit 06/21/12 4rATE�81"V 0l W,i£ Tw.d,u�ero. swl. owro„",n "r T,o".P.,beon TI/ i RECOMMENDED•' APPOVAL BA D. Date: I J ALPINE NURSERY STORM DRAINAGE DETAILS U15007366 DRS PROJECT N0. 14069 A - cD A-39--00 2 all, DATE: 09.28.15 FIELDBOOK: PAGE: DRAWING NO: C28 SHEET: OF: 28 42 3112" POST AND RAIL SPECIFICATIONS 1 rva" PIPE PIPE ROLL FORMED POST SIZE WEIGHT - (SCH. 40) SECTION Pte) I.D. FENCE LINE END, CORNER, OR PULL POST 2102' DIAM. O 5.10 FABRIC LOOP -2 Mrs Y Z LINE OR BRACE POST 2" DIAM. O 1.85 PROVIDE CHAIN LINK FENCE WITH TOP RAIL SCALE: VERTICAL: NAVD 1988 AS NOTED HORIZONTAU NAD ,983/,991 ;; ,} CITY OF REN F- REN TON ONE INCH DATUM AT FULL SCALE IF NOT ONE Planning/Building/Public Works Dept. INCH SCALE ACCORDINGLY CHAIN LINK FENCE TYPES 3 AND 4 STANDARD PLAN L-20.10-02 SHEET 1 or 2 SHEETS APPROVED FOR PUBLICATION Pasco Sakotfch fit 06/21/12 4rATE�81"V 0l W,i£ Tw.d,u�ero. swl. owro„",n "r T,o".P.,beon TI/ i RECOMMENDED•' APPOVAL BA D. Date: I J ALPINE NURSERY STORM DRAINAGE DETAILS U15007366 DRS PROJECT N0. 14069 A - cD A-39--00 2 all, DATE: 09.28.15 FIELDBOOK: PAGE: DRAWING NO: C28 SHEET: OF: 28 42 NE 1/4 SEC TION 23, TO WNSH/P 23 N, RANGE 5 E, W. M. ALPINE,NURSERY SOIL AMENDMENT NOTE: Soil Amendment 1. Ti int hes (uAaitmum) of well -Torted compost shall be tilled iiito the entire swale tre mens arez tio Mend 11w topsoil unless1hr soil already %a� an arganiccuaimg of 1 perceai or greafrr. Tlris tint to both tilt as ai l as sandy soils. very, coarse boils l�ra��els ars curter), tttg Al zest be imported and amended to the required organic conte it. a) COMPM1 runst be tilled into be tll t hath a soil to a depth of d inches to pre -v ein the compost flombeing wa.,hed out attd to avoid creating a defined tall°r of different sail r}Te,s that call prertnt dotmny and percolatm of water. bat C omp oFst sixi11not contain air w dLs t, siraw. green or tiale r- c a mp a ste d omg, nic.matter, or taw.ic or I:+ttier�ise fllltll txrateri�ls. C) compost shall not Contain Unsrenlized mamue became it can leach Real. coLiform tlactena into 1•ecehing wa*n. 2. Sol or sod with a clay ooateal of greater than 19 percent sin i be a a aided. If there is concern for continliakVionof the lrnderbi g grottadvaler, the slide bottom shall, to lined pith n treatmat liner t prevtat garoatndwater contamination. See Section f► 2.4 p. 6-23) f -r details tonnes-lizentliner options.. WET BIOFIL TRA TION SWALE EX. GRADE 100 -YR W.S. Sz 0 1.16' III—I DESIGN SEE T7LL LINER NOTE 2" SOIL COMPOST SHALL BE I I I I I I I FOR SPECIFICAT70NS TILLED INTO THE EN77RE SWALE -1 1 1—I 11-1 i 1-1 i 1-1 i I—I I I—I I I-1 i I—I TREA T WEN T AREA TO AMEND THE TOPSOIL, SEE SOIL AMENDMENT NOTE WET BIOFIL TRA TION SWALE CROSS SECTION NOTE: WET BIOFILTRATION SWALE PLANTING PER LANDSCAPING PLANS AND KCSWDM, SEE THIS SHEET. r i Call 2 Working Days Before You Dig 811 Utilities Underground Location Center (ID,MT,ND,OR,WA) N IS 1 I CITY COMMENTS, REVIEW 1 D.R. STRONG 2 CITY COMMENTS, REVIEW 2 CONSUL TING ENGINEERS 3 MYLARS ENGINEERS PLANNERS SURVEYORS 620 7TH AVENUE, KIRKLAND, WA 96033 NO. REVISION O 425 827 3063 F 425 827 2423 KCSWDM PLANTING, REQUIREMENTS FOR WET BIOFIL TRA TION SWALES local knowledge Should Lir; tlsed qtr+ i rl!lor° idose recommendations to hxal conditions LCI J" DIAMETER SMO( BARS EQUALLY Sf (4" 0. C. MAX.) /' 15' (TYP) SEE NOTE 1 F HOOK CLAMPS EVENLY 'LACED SEE DETAIL BELOW ALUMINUM OR ALUMINIZED STEEL (TYP.) LOWER STEEL BAND Jq" X 4" WIDE FORMED TO FIT IN GROVE OF C. B. RISER UPPER STEEL BAND J" X 4" WIDE �4j 5 Sod may be used as a temporary? cover during the wet waso n, but sodded areas must be reseededwith DETAIL HOOK CLAMP a suitable gram seed mLx as. soon as the %yeath> r is conducive to seed germination. unless the sod is 2-ro}4am fronts. geed mix suitable for the getter conditions ofa biofiltration sivale.. Sod must be removed or rototilled into the underl) ixig soil before reseeding. Criteria ' 1 and 2 above, for seeding NOTES: shall then be fbilowed. Planting Requ roment Same ars for basic biafiltrati.on swales (see page 6-471 except for the following modifications L A list of acceptable pular=, with recommended sincere is ei ven in Table 63.1A (p. 6-57). In genet d, it is best to giant se veial species to increase the likelihood that at least some of rhe selected specie,- will peciesmilt final growing conditions fa;<orable. ?. A wetland seed mix may be applied by lt)*o seeding, but if coverage is poor; plarsting of rootstock or nurser:• slack is required. Poor coverage is considered 10 be more than 330 percent Dart Brea thrrnsgh the tipper 2:3 of the swale after forts weeks. TABLE, 6311 REEC O'aN.E ilAT ED. YL. aN-IS F.OR: "IT BIOFMMAIIO1 N tWA-.t..E. Plalnting Requirements Scientific )tame Spacing fan center) 1. Gras,.- shall be established tlrroughout the entire tre atment area of fes -wale subjeet to the following Alo{peCufus aequlrlis sued pro islon.s: Alopecurus germ Watus seed. i) Seedin. is brut performed in spring (mid—March to lane) of fall date September t1 { tuber}.. For Eleocharts spp. 4 inches summer seeding, spri.Aler -,y-,tems car other measures for watering the grasi seed must be C42116x Obaupta 6 inches or seed provided. canex stipata 6 inches b) Seed may be applied via hydrowedine or broadcast application. Carex spp. 61"chec c) Irrigation is required during the first st nimer following installation if seeding occurs in spring or Glycertu ocerriental's seed summer- 5tvales :seeded in the fall may not need inigation. Hourever, the maintenance and defect 1"1i.tcus" moWfs Seed'. financial ,,g=antee will. not be releasee]. nWess a heallthyt*ralss cover n established.. Therefore., Jun ous ttantrrs 6 inches sire planning should :address the need fbrsprinkler3 or other paeans of irrigation. Ronp" ro nal€artium-aqua6cc. n 12 inches 2., a ale treatment areas are subject to loth dn- and wet conditions, as well Rsaccumulation ofspent aertanthe sarrrrentose 6 inches and debris. r't. mixture of dry -area and lvet-sera grass species that can continue to grow through silt Scfrprrs acutus 6 Inches deposits i:a most of ecthre. Two acceptable grass :seed inn es for the Wig' (Cotauty area are listed in Scfrtl€rs macrocarpus 12 inches Table 6.3 A .0 (p. 6418). The nv res: shall beapplied throushout the sw ale in the treatment area at a Trite of 80 pounds per acre. As. an alternative, to there mixes. a horticultural or erosion control specialist may develop a seed specification tailored to the iFte?. T�1.>~le tr.3.1.17 t'p. ��) lists grasses or other plants particularly tolerant of wet conditions. Some of these seed type.3. however. mals not be coal erci<allj= available. 3. A newly constructed morale shall be protected from stormwater flows until grass has beau established. This may be done Vy diverting tloxvs. or by covering, the same bottom with, clear plastic until the grass .is well rooted. If there actions are not feasible, an erosion control blanket shall be 45' placed o er the freshly applied seed taxi-,. See detached Append.Lx D., ESC SdezndanIz., for details on 1� erosion control blai* ells, SM007H Vibcl3 4. g the design ri etatlrleiii elet atlort; either a tical lay°n seed ilu or landscape plantstip=1 t 'convey VERT/CAL BAR S used. Ho��►•e ,-er. for _swales also used. tohigh flows, ronsiderltiori ;hall be gia°en to the: sail binding capacity of the vegetation. acceptable grasses and groimdcoverrs are presenter) in Table 6.3 -LE (p. 6-4 ). Plant material: other than that die ern in the table iiia}° be used if the swale, is HOOK CLAMP W v privately malintaiiued and the plants selected ��ill not spread into the Swale treatment area. Ivy shall ANCHORED TO C.B. RISER not be used because a€.its tendency to spxearl, Native plantspecies (e.g-: kiiiitil,:iiclt) are preferred. .Haig': 2 hese i-ecoaPfillenul'aflom are fiar the L hiky f2oun.�' tlmd . 1,01tese designs tape's us -rd in other ar as, local knowledge Should Lir; tlsed qtr+ i rl!lor° idose recommendations to hxal conditions LCI J" DIAMETER SMO( BARS EQUALLY Sf (4" 0. C. MAX.) /' 15' (TYP) SEE NOTE 1 F HOOK CLAMPS EVENLY 'LACED SEE DETAIL BELOW ALUMINUM OR ALUMINIZED STEEL (TYP.) LOWER STEEL BAND Jq" X 4" WIDE FORMED TO FIT IN GROVE OF C. B. RISER UPPER STEEL BAND J" X 4" WIDE �4j 5 Sod may be used as a temporary? cover during the wet waso n, but sodded areas must be reseededwith DETAIL HOOK CLAMP a suitable gram seed mLx as. soon as the %yeath> r is conducive to seed germination. unless the sod is 2-ro}4am fronts. geed mix suitable for the getter conditions ofa biofiltration sivale.. Sod must be removed or rototilled into the underl) ixig soil before reseeding. Criteria ' 1 and 2 above, for seeding NOTES: shall then be fbilowed. Planting Requ roment Same ars for basic biafiltrati.on swales (see page 6-471 except for the following modifications L A list of acceptable pular=, with recommended sincere is ei ven in Table 63.1A (p. 6-57). In genet d, it is best to giant se veial species to increase the likelihood that at least some of rhe selected specie,- will peciesmilt final growing conditions fa;<orable. ?. A wetland seed mix may be applied by lt)*o seeding, but if coverage is poor; plarsting of rootstock or nurser:• slack is required. Poor coverage is considered 10 be more than 330 percent Dart Brea thrrnsgh the tipper 2:3 of the swale after forts weeks. TABLE, 6311 REEC O'aN.E ilAT ED. YL. aN-IS F.OR: "IT BIOFMMAIIO1 N tWA-.t..E. Common Flame Scientific )tame Spacing fan center) ShoTtawn foxtall Alo{peCufus aequlrlis sued Water toxtaff Alopecurus germ Watus seed. Spike rush Eleocharts spp. 4 inches Sough sedrfex C42116x Obaupta 6 inches or seed Sat beak sedge canex stipata 6 inches Sedge Carex spp. 61"chec 'Nazlern mann rays Glycertu ocerriental's seed Velvetgrass 1"1i.tcus" moWfs Seed'. Sender rush Jun ous ttantrrs 6 inches W€rtercrees' Ronp" ro nal€artium-aqua6cc. n 12 inches Water parsley' aertanthe sarrrrentose 6 inches Hardstern bulrush Scfrprrs acutus 6 Inches Snail-twited buffush Scfrtl€rs macrocarpus 12 inches * Good chorces for swaLez: wfth sjgolican t pedtA soF Raw..:ruch as those dow strream of 'Leval 2 ,or 3 deten Hon todfity, Nste: catFsll (Typha Sr3tafol10)is not uArroprtate f©r most wen ,wanes becou ae of Us very deose acrd civrnping growth habit whoa, prevents wafer from fathering ttrr ugh 1he ck mp.. kW 03.03.16 kW SURVEYS: ,c MAJ 05.23.16 kW DESIGNED: YL' kW 07.28.18 kW DRAWN: YIP CHECKED: MAJ BY DATE APPR APPROVED: MAJ SCALE: AS NOTED ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/1991 t o TYPE 2 C. B. Rt . 24" SEE PROVIDE MAINTENANCE ACCESS B Y WELDING 4 CROSSBARS TO 4 VER77CAL BARS AS SHOWN. HINGE UPPER ENDS WITH FLANGES/ BOLTS AND PROVIDE LOCKING MECHANISM (PADLOCK) ON LOWER END. LOCATE STEPS DIREC7LY BELOW. PAD LOCK TO BE PURCHASED, AT 774E CITY OF SAMMAM/SH. '00TH ROUND BARS WELDED EQUALLY SPACED. BARS SHALL BE WELDED TO UPPER & LOWER BANDS (24 BANDS EVENLY SPACED SEE NOTE 1) SECTION A—A RIM EL. 361.00 EPDXY COATED STEEL STEPS OR LADDER 1. DIMENSIONS ARE FOR ILLUSTRATION ON 54" DIAMETER CB. FOR DIFFERENT DIAMETER CBS ADJUST TO MAINTAIN 45' ANGLE ON "VERTICAL" BARS AND 7" O.C. MAXIMUM SPACING OF BARS AROUND LOWER STEEL BAND. 2. METAL PARTS MUST BE CORROSION RESISTANT, STEEL BARS MUST BE EPDXY COATED STEEL. J. THIS DEBRIS BARRIER /S ALSO RECOMMENDED FOR USE ON THE INLET TO ROADWAY CROSS -CULVERTS WITH HIGH P07ENT/AL FOR DEBRIS COLLEC77ON (EXCEPT ON TYPE 2 STREAMS) 4. THIS DEBRIS BARRIER IS FOR USE OUTSIDE OF ROAD RIGHT-OF-WAY ONLY. FOR DEBRIS CAGES WITHIN ROAD RIGHT-OF-WAY. BIRDCAGE DETAIL (KCSWDM FIGURE 5.3.1.C) TILL LINER NOTE: (KCSWDM 6.2.4.1,2 L3 COMPACTED TILL LINERS 1. Liner thickness shall be IS inches after compaction. 2. S oil shall be compacted to 95% minimum dry density, modified sed proctor met Tod. (ASTM D-1517). 3. 1L different depth and density sufficient to retard the infiltration rate to 14 x 10^3 inches per minute (I x I V' cmc?',) may also be iised in heli of Critena 1 and 2 _ 4. S ail should be placed. in, La inch lifts. 5. Soils may, be used that meet the folloming gradation: Sieve Size Percent Passing R_ inch 1010 4 inch 90 70-100 20-100 s:- CITY 0E RENTON Planning/Building/Public Works Dept. NCJFRTH GRAPHIC SCALE 10 20 1 INCH = 10 FT. t• 1 RECOMMENDED FOR APPOBY:VAL -" .. ■ ■ ALPINE NURSERY WET BIOFILTRATION SWALE DETAILS U15007366 DRS PROJECT NO. 14069 CD:/z-3-70025 PAGE: 09.28.15 C29 2_ �•. W z ry LLa O V ) W O ry d D v NC7RTH NE 1/4 SECTION 23, TOWNSHIP 23 N, RANGE 5 E, W.M. ALPINENURSERY ��\�. � / .'".�' �„^,„,w •',rYt`�\ .1 ��_ #.�t,� ......� iia as^7.��1� .„`:,. . *FOR BIRDCAGE DETAIL SEE SHEET C29 (KCSWDM FIGURE 5.3.1. C) EMERGENCY 0VERFL0W SPILL WA Y NTS COMPACTED SUBGRADE ACCESS ROAD CROSS SECTION WALL NOTE POND WALL TO BE DESIGNED AND SUBMITTED UNDER SEPARATE BUILDING PERMIT. Cali 2 Working Days Before You Dig 811 Utilities Underground Location Center (ID,MT,ND,OR,WA) T 'LADLE 4.2uA D.R. STRONG . r pledia ne V040 tv REIRUSMO PROMCMU CONSUL TING ENGINEERS at C1aaign err iiignl MAW DESIGNED: YLP Greetaf Leas than MInknarnt Dimwe"01 MAW than or equal 10 TY Thickmi* Wkhh LengM CHECKEDttP MAW 0 5 I1.xt lirina Z 1 imi Diameter Bfeet O 425 827 3063 F 425.827.2423 + 6 Feet G:r ttg 4 x clameiec, wNchEraer It gruel 5 ID Rlorzp° 2 feei Diameter 12 Feei Cmm 4 6 Peet GR + 1 Rol 4” 4 x afamMr;, 3 r 4larr*ter, whichever It vhh0everto greew grmter, io 2D GaWon A&requ[Ied Am r-equIred Asmquted ears outwit 4 1 TWI 2D MIA Engineered enerW dle+alpaar required ltd Tl c itm smum 1hal e rion is &ar at Icd by a fall tnerpx. In nwm casizing tali tae, prl a d *v mdI Dna to tbe reoelving tem. l Ronk fining shall be quarry apaRc aAtlr gradatbn sm tri 1mv P rag &.inch uquare skve: ID12% P i:ry 34nah aquarr simxc: 40 ire 811% nwaimUm PmirV'€:tench squIve aieve: 0 tv I D% maximean 14 Rlprap shlalf be meansbllr ra1all grFAed aalfr grad allon se tolow: MaXinwSin zftme zime:. _ yd incha m t41arnbai dimmuier) Wdan semne sine: 18 inches Kriifl'F m Amne aim: 4 imlrea floe: lWvmp adry povemd by dda *fades on 04.#a#t rhanimf is asBumed to be appmMinai OUTFALL PROTECTION SIZING 1 CITY COMMENTS, REVIEW 1 2 CITY COMMENTS, REVIEW 2 3 1 MYLARS Im REVISION 1INCH= 5FT VERTICAL D.R. STRONG . r SURVEYED: Sis CONSUL TING ENGINEERS 05.23.16 MAW DESIGNED: YLP MAW 07.28.16 MAW X DRAWN: ENGINEERS PLANNERS SURVEYORS CHECKEDttP MAW BY DATE APPRAPPROVED: A 6207TH AVENUE, KIRKLAND, WA 98033 O 425 827 3063 F 425.827.2423 1 CITY COMMENTS, REVIEW 1 2 CITY COMMENTS, REVIEW 2 3 1 MYLARS Im REVISION 1INCH= 5FT VERTICAL SCALE: AS NOTED ONE INCH AT PULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/1991 DATUM Aft CITY OF RENTON Planning/Building/Public Works Dept. 0+00 01.80 SECTION B—B 1w, 1111)p r � RECOMMENDED FOR APPOVAL BY -9BY: Date:s 4T AAA Date: Da ALPINE NURSERY C POND CROSS SECTIONS DETAILS 0 O U15007366 DRS PROJECT N0. 14069 co: R-3go026 PAGE: 09.28.15 C30 30 OF: 42 W 103.03.16 MAW SURVEYED: Sis MAW 05.23.16 MAW DESIGNED: YLP MAW 07.28.16 MAW DRAWN: CHECKEDttP MAW BY DATE APPRAPPROVED: MAW SCALE: AS NOTED ONE INCH AT PULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/1991 DATUM Aft CITY OF RENTON Planning/Building/Public Works Dept. 0+00 01.80 SECTION B—B 1w, 1111)p r � RECOMMENDED FOR APPOVAL BY -9BY: Date:s 4T AAA Date: Da ALPINE NURSERY C POND CROSS SECTIONS DETAILS 0 O U15007366 DRS PROJECT N0. 14069 co: R-3go026 PAGE: 09.28.15 C30 30 OF: 42 LLI :2 LOT STA77ON Q z LEN07H END JE SLOPE (%) LL! W (� 44.5 ry CL Dz 365.72 44.5 369.00 7.37 LLJ 3 0+00 z 44.7 369.00 5.62 374.00 4 0+99 365.98 Q NE 1/4 SECTION 23, TOWNSHIP 23 N, RANGE 5 E, W. M. I II R�. � I 1 I SSMH 11 ALPINENURSERY SSMH 8 ' Cp STA. 60+19.44 4.00 R �; RIM 362.77 \ I STA 42+0 0, N 35 NW�.. i STA. 52+05. 3 w- R 38153 ' � 8" 1E !N 369.74 (SW) I „ 4A . �My : 'Y, � s ,r� ax;3..z -'�`:' � \`�,.,^•,. R . `;r .8 _A IE OUT J69.64 (NW) ��. I �. SSMH 15 ..:: ,.20P� ,.:.� ,,. . � '. ; . , .., . .° ..- �`'?•.., ,„dLo STA. 57+25.41, 4.00 R s.., ., , r. ,•,_ 5� � . , :.., ". p ... , ,. .- �� tj' RIM 373.76 -,.....-,r.,....• i:' i 6 /E /N 364.67W Y• U 8 /E OUT 364.50 SE "`.,` .,.•--'-i `xi..r.. ,. e ru u?,. ,' y'� ay SSWH s � STA. 5j+5z073 ,, -� ..-_ �:� ::�. „„ , . § t p 8 = RIM 378.50 _w......._.H , ,>: .. .,; , _.--+-- SE •> 1 " ,..-mai>,.�>-r^' >. 7 Vy ...�.. s' „ 6 /E IN 370.67 SW ( ) i 91 X61 ST A VE.SE _. � � . ,..' t, p I, 8 !E GUT 370.50 NE . • - ` „ I < c. : x w✓+ w+ ti t \r rnr e Y: c , R TA.8+16.82 400 RIM -370.76 t 8 /E IN .357 79... NW W f T. ,. RIV I )� W: ,�. ,. l .. ✓` . ; . .1- •.. : _, _.._ �_ _~ 378 ,. • • I EASEMENT 8 /E OUT 357.69(SE) i i ets ,5 C>•1 , Oo � t g� t R F0 RCE MA/N• ( 1 3 yl (� V , c ✓ ,p w -�y -.. ,e t SEE DETAILS, SHEET. SS10 y f I �� I SSMH 7 � ' � -� .__ � , r ,-.�`._,... �."_ _ _ :. SS CLEANOUT � ,. I .r - i STA. 44+16.39 3.04' R 1 a - - - -'� ar 141 3+72.01, 41.87"A" I -- G 5 w_ _ , l?IM 380.47 I ' STA. 6 - F 370 ' + t ; FG 380.5 SSMH 5 ,_ 1 RIM 380.00 I t I i 8/E IN 369.37 (SE) Ir., ., I - FG 373 0 ` { , " r' _ STA. 63+72.01 6.00' R 8" !E OUT 370.35 FG 378.6 G I 8 IF OUT 369.27 (W) I' 1 ;I 15, ,¥ RIM 377.53 Y t� FG 380.0 ��? ! O -" �: �. 15' SEWER I I '';;, ate' :.r. I ✓1 I 1 8 1E /N 369.83,..(S) �l` p EASEMENT %.�� I� t;14 12 3� FG 379`5 I 8 tE OUT 369.53. t i I FG 377 0 I % ' j £ _ FG 378.5 FG 378.5 "' -. -• `_......_ } - RACT N , " • ' �:;... ��,'._.>'`_. ,3 j6 _ .;% 37_ _..____ 380 378 .... - ^..,. `,� ,'rf�`.f,,. ~X 36_2 -''�•' I ro _..... ........ ...... _38�.....376 2 --- 374 .. 374 D. I _ ....... .. ...... J78 rf { ,, � •' iIII I` 47 II ._....._........ _ 1 . -_-- _ MH`4___376 14 :35+35.64-4.63'L ee STA. 62+00.26RIM ,370.09 RIM 374.07 359.95 (£,W)6 SEWER 6" IE IN`.366.84 (N) 8 /E OUT 359.78SUIE IN 366.67 (S E) 00 (S)8 ` } 2�` I '1 z{� I' �8" lE OUT 366.57 (W) } r, i y _ e I i ,�` i 1 , FG 375.0 I 2 a 2>`I 2� > N. I.. FG 373 0 ' 1 FG 370.5 II' FG 3 1.5 r �F f SSMH 6 I I 2. FG 375.0` I ^ 'ti I SS CLEANOUT'-' r 3.. _ ; G I G # i tiff 4 \ t4r�- ,: } i FG 373.0 ', FG 375.0 ` I O ' I;, \ _._._. i I . a \ �`\. Cj)I a;, x1 STA. 41+59.00, 334 7R �; I FG 7 . STA. 34+09.77,' 3 44 t / ;' ~` ._....__rte _.� STA. 30+03.34, 6.00 t- I 3 5 0 ' e I RIM 373.00 '' > _... _ E �...... r R/M 372.84 8" lE OUT 387.49 +� I:a a N). S PRI VANE WER f _/ f• - - : , r EASEMENT,%...:. '- ` I ��I rx� ' �, � - 8 )E"�1N-364.45 (SE) 3 r h is �,:.. " . j h 8 /E OUT 364.35 W } u f 41 ,r t c x ,.e >_ ke i� , a 2. 3 ..,. a tie : .. . < > : 1 jj <, . _;,:: .. ,. ,.., ,:... ... •.•, a x:': < _. . 173 LF'34+00 , n 5 : , , , -•--,'ems----- : ,. .. , _ _ n„ , , ):, .:.m,. ,. : r ,_._._.. . r 00 , � e 20 ,,,. , � � ,�. --1 ROAD ��(/,�j : 1 1s , ...: .: .. .. .. te._. ... xs.. , i ...-,eu:+.w.s,x:. '.. •"" -., .,..w..._ ... , , .,. ,v. .. ,.... n .M..,.. „ ,: .r ,4, „ T .� 1 :Y 3' ..xxv<.r.>w .rwara,«.«:,->, ..... . w.., .4.uV'k« 1 '. .e .. , .... r. ..: .. .. ,. .., .. .. ::. .n :: . ✓' t • _ .., FG 374.0 1 • jjj .. ".A4.. i :. ... 5::' .e. °. ,..:., < .. .: �. x e < I a. ..' I'- t. t :,i�.< asgg.,1 t 3. '. -...,...... may' d /t I' iy x i r-. t� I € a I 3 1. `/ A f •> t *a t' c •a , , a r x , , 1 t< y F< N r > , , (, A __.. _....._ a fX .,••' `1 f „._, Y. ;j: ` -_ e , , f r • , . ...,:,..., __.. ._....--. -.._.. # w... SSMH 1 _.._ 374 0 \ _ R .r , • r ' • -�� =.. ;._._ ' 2 SSMH 3 ,., STA •31+76.03, 6.00 L S CLEANOUT '-:--_--- -�._._ w � STA:'61+21. 0 0 w r _ { -.RIM 374.32 1 /'r x'' 30, ...... _ I STA. 61+21. 40.87 II a t " RIM 372.02 R/M 372.50 5 PRIVATE SEWER r, DE SEWFR FORCEMAIN II + 6 /E /N 366.49 (W,SE) " - ;' " r `8 /E IN' 366.18 (SE) \' ti SEE DETAILS, SHEET "SS1 < EASEMENT, I ` ; 8 tE OUT 366.32 (N),._ " ( ) ,w. w ; : i 8 IE OUT 367.00 (N) CONNECT 777 EX. SSMH I ' SSMH J F- 8 /E'OUT 366.08 (W) V ;; 7 ,` STA. 36+20>'6.=..'. ' STA. f0+58.$9, 5.f5 R }1 I STA. 40+04.17, 334 R ' 14,f, 1 �. 44 �.' < s t tL 2 i RIM 7.. $ STA. 20+05.22, 8.85' L } Irl �-�� I � STA. 21+85.59, 4. J7 L � %# � _. _ .°. -•. �' `. I � 5, ' . } `, ao ' 4- 1 I FG 3 0.b`, 6"EgIN 359.'5h RIM 372.73i RIM 370.75 °� FG 372<0 I `i FG'374.0 FG 370.08 !E IN 362.58 S �!} } <" 8 !E IN 363.58 S.E 1 "! `� 373.0 G " " () II " ( ) t FG 374.0 FG 1374.0 r E ©8" lEx 35)' " " j w r'" I t; $ It UT ,3 9;2 > 10 tE IN 362.58 (N) I I 8 /E OUT 363 48 (N) (' SSMH 2 "�/•`'1,. I f/ /f `� ui. 1': + € ':a`' v€I tr FG 367.0 J2 /E IN 362.48 (w) If. TRACT A _ , , 12" tE OUT 362.46 (E)� „� " e OP. ~ "� STA. 25+47.96, 4.17 L � < �. I i -..... RIM 369.77 • • • 3 11 7 R f + " ��4 f •Y _ I - aw- O x , j L _. _._..._.._._.._... 372.... 8- '` - , -# t s -....._...�....._,........_...�._..�...-_........._.._. tom. 1 '" I::, ... -e. ,.%<. <, x :•., '_'; <_.. -_� ......... .... , , 70' 8"yE��f1U�T-3-6&,J9- 5 %N)- / < 3 - ;,a, .....,.., . . „ a .. . ,.. . v . . e... <77' x �- , I t t. R r tsyg;� 43as ,s.. ... .. :, a° e _. .; ... '•t r s .: ,-,. r 'r., r£i Lc,: Y ..: v:..., ::.. ,... ._ ...... ..... �. h, 'q3t ',.." 62 11 _... f $ .. .. - 60 1r 37 29+00 22 UTILITY CONFLICT NOTE: THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION, DIMENSION, AND DEP7H OF ALL EXIS77NG UTIL177ES WHETHER SHOWN ON THESE PLANS OR NOT BY POTHOLING THE UTILITIES AND SURVEYING THE HORIZONTAL AND VERTICAL LOCA77ON PRIOR TO CONSTRUCTION. THIS SHALL INCLUDE CALLING UTILITY LOCATE AT 811 AND 7HEN P07HOLING ALL OF 774E EXISTING U77LITIES AT LOCA77ONS OF NEW UTILITY CROSSINGS TO PHYSICALLY VERIFY WHETHER OR NOT CONFLICTS EXIST. LOCA77ONS OF SAID UTIL177ES AS SHOWN ON THESE PLANS ARE BASED UPON 77 -IE UNVERIFIED PUBLIC INFORMA77ON AND ARE SUBJECT TO VARIATION. IF CONFLICTS SHOULD OCCUR, THE CONTRACTOR SHALL CONSULT D.R. STRONG CONSUL 77NG ENGINEERS, INC. TO RESOLVE ALL PROBLEMS PRIOR TO PROCEEDING WITH CONSTRUCRON. NO TES: 1. ALL TRENCH RESTORAT70N SHALL BE PER THE CURRENT CITY OF RENTON TRENCH RESTORATION AND STREET OVERLAY DETAIL, PER SECTION 7 REQUIREMENT FOR PATCHING, OVERLAY, OVERLAY WIDTHS, TRENCHES (ROAD CROSSINGS). IF THE OUTSIDE OF THE TRENCHING /S WITHIN THREE FEET (3) OF ANY ADJACENT LANE LINE, THE ENTIRE ADJACENT TRAVELED LANE AFFECTED WILL BE REPA VED. 2. REFER TO C42 FOR UTILITY CROSSINGS 3 MINIMUM SIDE SEWER SLOPE /S 2.00.E 4. MINIMUM SIDE SEWER DEPTH IS 5 -FEET FROM FINISHED FLOOR ELEVA77ON I1 Call 2 Working Days Before You Dig 811 Utilities Underground Location Center (ID,MT,ND,OR,WA) DRY SEWER NOTE: MANHOLES 11-15 AND ASSOCIATED STUBS ARE INSTALLED FOR FUTURE USE ONCE DOWNSTREAM CONNEC77ON /S AVAILABLE. FG ELEVATION NOTE: FG ELEVATION CALLOUTS REFER TO FINISHED GRADE ELEVATION, NOT STRUCTURAL PAD ELEVATION SEWER NOTE: OINDIVIDUAL GRINDER PUMP REQUIRED FOR SEWER SERVICE. SIDE SEWER NOTE: SIDE SEWER LINES SHALL BE INSTALLED A MINIMUM OF 8 FEET INTO EACH LOT. FORCE MAIN NOTE: INDIVIDUAL FORCE MAINS TO LOTS 6 THROUGH 11, 26, AND 27 SHALL HAVE LOCATOR TAPE INSTALLED ALONG THEIR ENTIRE LENGTH. 1 CITY COMMENTS, REVIEW 1 2 CITY COMMENTS, REVIEW 2 3 MYLARS me] REVISION SEWER STUBS LOT STA77ON /E AT MAIN LEN07H END JE SLOPE (%) FG 1 0+64 365.14 44.5 368.00 6.43 373.00 2 1+18 365.72 44.5 369.00 7.37 374.00 3 0+00 366.49 44.7 369.00 5.62 374.00 4 0+99 365.98 35.5 369.00 8.51 374.00 5 1+04 366.01 35.5 367.00 2.79 372.00 6 0+00 359.95 43.4 365.00 11.63 370.00 7 0+22 359.46 49.4 365.00 11.21 370.00 8 0+00 359.52 74.9 362.00 3.31 367.00 9 1+51 356.94 34.5 365.50 24.81 370.50 10 0+39 360.66 34.5. 368,00 21.28 37300 11 0+00 364.67. 35.0 370.00 15.23 378.00 12 1+59 369.32 31.3 375.00 18.15 380.00 13 1+54 369.24 39.6 37350 10.76 378.50 14 0+00 370.67 42.0 37350 6.74 378.50 75 T 1+12 370.30 41.5 374.50 10.12 379.50 MAJ 03.03.16 MAJ SURVEYED: Sis MAJ 0'5.23.16 MAJ DESIGNED: YL' MAJ 07.28.16 MAJ FG 16 2+43 DRAWN: YLP 19.2 375.00 31.20 CHECKED Mm BY DATE I APPR APPROVED: MAII SCALE: AS NOTED ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY NORTH GRAPHIC SCALE 0 20 40 80 1 INCH = 40 FT. RECOMMENDED FOR APPOVAL BY: UQ_ Date` BY74Z Date:- � x NO TES: BY: Date: 1. STATION IS TO NEAREST DOWNSTREAM MANHOLE 2. END /E MEASURED AT CLEANOUT BY: Date: J. *SEE DETAILS, SHEET SS10 VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/1991 CITY 0 E -AN REN TON DATUM Planning/Building/Public Works Dept. DATE: ALPINE NURSERY09.2$.1.5 FIELDBOOK: PAGE: SEWER EXTENSION PLAN DRAWING NO: SS1 U15007366 ISHEET: OF: 31 42 DRS PROJECT N0. 14069 JAI-ININININJAIP SEWER STUBS LOT STA77ON /E AT MAIN LEN07H END 1E SLOPE X FG 16 2+43 369.01 19.2 375.00 31.20 380.50 17 2+40 368.95 25.8 375.00 23.45 380.00 18 1+61 367.46 25.8 372.00 1 Z60 377.00 19 0+74 365.83 25.8 370.00 16.16 375.00 20 1+31 364.29 25.8 369.00 18.26 374.00 21 0+61 365.11 32.5 368.00 8.89 373 00 22 1+15 365.69 32.5 370.00 13.26 375.00 23 0+00 366.49 33.1 370.00 10.60 375.00 24 0+00 .366.84 35.5 370.00 8.90 375.00 25 0+09 366.82 36.0 368.00 3.28 373 00 26* 0+00 359.95 34.4 364.50 13.21 371.50 27* 0+54 359.62 33.9 364.10 13.22 1 370.50 NORTH GRAPHIC SCALE 0 20 40 80 1 INCH = 40 FT. RECOMMENDED FOR APPOVAL BY: UQ_ Date` BY74Z Date:- � x NO TES: BY: Date: 1. STATION IS TO NEAREST DOWNSTREAM MANHOLE 2. END /E MEASURED AT CLEANOUT BY: Date: J. *SEE DETAILS, SHEET SS10 VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/1991 CITY 0 E -AN REN TON DATUM Planning/Building/Public Works Dept. DATE: ALPINE NURSERY09.2$.1.5 FIELDBOOK: PAGE: SEWER EXTENSION PLAN DRAWING NO: SS1 U15007366 ISHEET: OF: 31 42 DRS PROJECT N0. 14069 JAI-ININININJAIP 00 0 0 0 0 L0 Q D I f _ ..._... I STA. 25+47.96, 4.17'L 8- IE IN 363.58 (SE) E 8- IE 0 3.48 (N) ARB/M CONNECT TO EX. SSMH , 69 77 STA. 10+58.89, 5.15' R _ IN 365:4,9. (E). . 8».lE OUT 365.39 (N) STA. 20+05.22, 8.85 L RIM 372.73 m�< 100 IE IN 362.56 (N) { 8- IE IN 362.58 (S) e 12- IE IN 362.48 (W) 12" IE OUT 362.46 (E) I I I H. P. ELEV - 371.02 H. P. STA - 21+58.52 H. P. ELEV = 369.88 L.P. ELEV - 370.68 PVI STA - 21+81.75 H. P. STA - 25+37.99 L.P. STA - 21+04.69 PVI ELEV = 371.35 PVI STA - 25+32.01 PVI STA - 20+85.94 A.O. = -4.41 PVI ELEV - 370.02 PVI ELEV - 370.39 K - 19.27 _ L.P. ELEV ffi 367.38 A. D. _ -2.42 20+00 20+40 20+80 21+20 Call 2 Working Days Before You Dig 811 Utilities Underground Location Center (ID,MT,ND,OR,WA) VERTICAL DA TUM: 21+60 NAVD 88, PER CITY OF RENTON VERTICAL CONTROL HORIZON TA DA TUM.- NAD UM:NAD 1983/91 PER CITY OF RENTON MONUMENTS. BENCHMARK: 22+00 22+40 1. CITY OF RENTON CONTROL POINT NO. 2127.• FOUND PUNCHED 1-1/2" BRASS DISK IN CONCRETE MONUMENT DOWN 0.8 IN MONUMENT CASE AT THE INTERSECTION OF THE CENTERLINE OF 148TH PLACE SE. AND SE. 142ND STREET, ELEVATION = 363.697 FEET. 2. CITY OF REN TON CONTROL POINT NO. 1852: FOUND PUNCHED 3" BRASS SURFACE DISK AT THE INTERSECTION OF THE CENTERLINE OF NE. 4TH STREET AND 148TH AVENUE SE., ELEVATION = 454.769 FEET. 1 CITY COMMEMS, REVIEW .1 2 CITY COMMENTS, REVIEW 2 3 1 MYLARS N11 REVISION 22+80 23+20 23+60 UTILITY CROSSING NOTE: OUTILITY CROSSING, REFER TO C42 FOR DETAILS W 0.3.03.16 MN SURVEYED: s,is MAJ 05.23.16 kW DESIGNED: YLP MAJ 07.28.16 MAJ DRAWN: YLP CHECKED: MAJ BY DATE A7PPR MAJ SCALE: AS NOTED ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/1991 It QATUM \--r 24+00 24+40 GRAPHIC SCALE 0 1t 0 20 40 `EMEW 1 INCH = 20 FT. HORIZONTAL 0 2.5 5 10 1 INCH = 5 FT. VERTICAL CITY OF AN RENTON Planning/Building/Public Works Dept. 24+80 25+20 25+60 RECOMMENDED FOR APPOVAL BY: Dte. BY: Dater N O RT' H BY: Date: Date: ALPINE NURSEO" DATE: 09.28.15 FIELDBOOK: PAGE: SEWER EXTENSION PLAN & PROFILE -160TH AVE SE DRAWING NO: SS2 015007366 SHEET: OF: 32 42 ,..., I t•• mazzmall 00 N— o 0 0 0 Q w Q ry z � LiJ Ld V)w O ry ryw z w z I Cl Q IL Call 2 Working Days Before You Dig 811 Utilities Underground Location Center (ID,MT,ND,OR,WA) i 60+00 60+40 60+80 61+20 61+60 62+00 62+40 62+80 63+20 63+60 64+00 nA J D.R. STRONG CONSUL TING ENGINEERS ENGINEERS PLANNERS SURVEYORS 620 7TH AVENUE, KIRKLAND, WA 98033 O 425 827 3063 F 425.827 2423 1 I CITY COMMENTS, REVIEW .1 2 1 CITY COMMENTS, REVIEW 2. m REVISION MAJ 03.03.16 MAJ SURVEYED: sJs MA) 05.23.16 MAJ DESIGNED: YLP MAJ 07.28.16 MAJ DRAWN: YLP CHECKED: MAJ BY I DATE I AP P R APPROVED: Lw SCALE: AS NOTED ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/1991 DATUM CITY OF ��- RENTON Planning/Building/Public Works Dept. VER TI CAL DA TUM.- NA UM: NA VD 88, PER Cl TY OF RENTON VERTICAL CONTROL. HORIZON TA DA TUM: NAD 1983/91 PER CITY OF RENTON MONUMENTS BENCHMARK: 1. CITY OF RENTON CONTROL POINT NO. 2127.• FOUND PUNCHED 1-1/2" BRASS DISK IN CONCRETE MONUMENT DOWN 0.8 IN MONUMENT CASE AT THE INTERSEC77ON OF 7HE CENTERLINE OF 148TH PLACE SE. AND SE. 142ND STREET, ELEVATION = 363.697 FEET. 2. CITY OF RENTON CONTROL POINT NO. 1852. FOUND PUNCHED 3" BRASS SURFACE DISK AT THE INTERSECTION OF THE CENTERLINE OF NE. 4TH S7REET AND 148TH AVENUE SE., ELEVATION = 454.769 FEET. UTILITY CROSSING NOTE: OUTILITY CROSSING, REFER TO C42 FOR DETAILS NORTH GRAPHIC SCALE 0 10 20 40 1 INCH = 20 FT. HORIZONTAL 0 2.5 5 10 1INCH =5FT, VERTICAL RECOMMENDED FOR APPOVAL BY: Dater BY. rDate: BY: Date: BY: Dater DATE: ALPINE NURSERY 09.28.15 FIELDBOOK: PAGE: SEWER EXTENSION PLAN & PROFILE SE 145TH PL DRAWING NO: SS3 U15007366 SHEET: OF: 33 42 DRS PROJECT N0. 14069. JAI-ININININJAIA GD: 12,-3gd063 00. T— o 0 0 0 1 U7 Q W z ry F- w v) w ry D z w Z n Q NE 1/4 SECTION 23, TOWNSHIP 23 N. RANGE 5 E, W. A4. ALPINE NURSERY SEE SHEET 552 SEE SHEET 552 SEE SHEET SS6 SEE SHEET SSS PVI STA — 43+82.77 PVI ELEV — 379.86 . � . - 40+00 40+40 40+80 41+20 41+60 42+00 42+40 42+80 43+20 43+60 44+00 44+40 VERTICAL DA TUM: UTILITY CROSSING NOTE.• NAVD 88, PER CITY OF RENTON VERTICAL CONTROL. O UTILITY CROSSING, REFER TO C42 FOR DETAILS HORIZON TA DA TUM.- NAD UM:NAD 1983/91 PER CITY OF RENTON MONUMENTS. BENCHMARK - 1. CITY OF RENTON CONTROL POINT NO. 2127.- FOUND PUNCHED 1-1/2" BRASS DISK IN CONCRETE MONUMENT DOWN 0.8 1N MONUMENT CASE AT THE INTERSECTION OF THE CENTERLINE OF 148TH PLACE SE. AND SE. 142ND STREET, ELEVATIONS=3 90004 = 363.697 FEET. 2. CITY OF RENTON CONTROL POINT NO. 1852. FOUND PUNCHED 3" BRASS SURFACE DISK AT 77 -IE INTERSECTION OF THE CENTERLINE OF NE. 47H STREET AND 148TH AVENUE SE., ELEVATION = 454.769 FEET. 1\ Call 2 Working Days Before You Dig 811 Utilities Underground Location Center (ID,IuIT,ND,OR,WA) D.R. STRONG CONSUL TING ENGINEERS ENGINEERS PLANNERS SURVEYORS 6207TH AVENUE, KIRKLAND, WA 98033 O 425.827.3063 F 425.827.2423 1 CITY COMMENTS, REVIEW 1 MN 03.03.16 MN SURVEYED: J 2 CITY COMMENTS. REVIEW 2 MAJ 05.23.16 MAJ DESIGNED: YLP 3 MYLARS MM 07.28.16 MAJ DRAWN: YLP CHECKED: MAJ NO. REVISION BY DATE APPR APPROVED: MAJ SCALE: AS NOTED ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY -VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/1991 DATUM t R CITY OF ML - RENTON Planning/Building/Public Works Dept. I ALPINE NURSERY 10 PDJV�� GRAPHIC SCALE 0 10 20 40 1 INCH = 20 FT. HORIZONTAL 0 2.5 5 10 1 INCH = 5 FT. VERTICAL 09.28.15 SEWER EXTENSION PLAN & PROFILE - ROAD "B" PAGE: DRAWING N0: SS4 015007366 SHEET: OF: 34 42 DRS PROJECT N0. 14069 JAI-ININININIA14 co; s-3g00ay w z ry w w a cy W,4 J n 16ISTAVESE Call 2 Working Days Before. You Dig 811 Utilities Underground Location Center (ID,MT,ND,OR,WA) NE 1/4 SECTION 23, TOWNSHIP 23 N. RANGE 5 E, W.M. ALPINENURSERY VERTICAL DA TUM: 16 NAVD 8$ PER CITY OF RENTON VERTICAL CONTROL. FG 380.5 % f o .; _ HORIZON TA DA TUM: a _ Y OF RENTON NAD 1983/91 PER CITY MONUMENTS. 4 e . BENCHMARK: 1. CITY OF R£NTON CONTROL POINT NO. 2127.• FOUND PUNCHED 1-1/2" BRASS DISK IN CONCRETE MONUMENT DOWN 0.8 /N MONUMENT CASE AT THE INTERSECTION OF THE CENTERLINE ' SSMH 9 OF 1487H PLACE SE. AND SE. 142ND STREET, ELEVATION = 363.697 FEET. STA. 53+57.07, 6.53' R SEE SHEET 554 I ' ' '� RIM 378.50 2. CITY OF REN TON CONTROL POINT NO. 1852. FOUND PUNCHED 3" BRASS SURFACE DISK AT 6" lE IN 370.67 (SW) –..-THE IN7E'RSEC77ON OF THE CENTERLINE OF NE. 4TH STREET AND 148TH AVENUE SE., ELEVA77ON 8" IE OUT 370.50 (NE) 15 = 454.769 FEET. w ✓� _ _ ..._. UTILITY CROSSING NOTE. W• In } FG 378.5 ' '" O UTILITY CROSSING, REFER TO C42 FOR DETAILS m Q - II E^. crj O y y �ONO n 50+00 50+40 J NORTH. GRAPHIC SCALE 0 10 20 40 1 INCH = 20 FT. HORIZONTAL 0 2.5 5 10 1 INCH = 5 FT. VERTICAL RECOMMENDED FOR APPOVAL N BY:ZNtz:Date: BY: • Date: BY' Date: 50+80 51+20 51+60 52+00 52+40 52+80 53+20 53+60 54+00 BY: _ -... Date: 1 CIN COMMEMS, REVIEW 1 CIN COMMEMS, REVIEW 2 MAJ MAJ 03.03.16 MAJ 05.23.16 LW SURVEYED: sis SCALE: AS NOTED HORIZONTAL: NAD 1983/1991 (F ALPINE NURSERY CITY O DATE: 09.28.15 D.R.2 RSTRONG DESIGNED I FIELDBOOK: CONSUL TING ENGINEERS 3 MYLARS MAJ 07.28.16 MAJ DRAWN:R E N T O N PAGE: YLP SEWER EXTENSION PLAN & PROFILE -161 ST AVEZE. DRAWING NO: ENGINEERS PLANNERS SURVEYORS ONE INCH DATUM CHECKED AT FULL SCALE Planning/Building/Public Works Dept. SS5 6207TH AVENUE, KIRKLAND, WA 98033 N0. REVISION BY DATE APPR APPROVED: SCALE N ONE INCH C NOT ONE INCH U 1 500 r^ 7 366 SHEET: OF: O 425 827 3063 F 425 827 2423 MAJ / 25 J A 2 T DRS PROJECT NO. 14069 A_ N NJ N NIAIA c iv o S - 3,700 05 00 T— o 0 0 0 U) Q W Q y z 1J.� W U C/) W 0 d z w z_ J n Q VER T/ CAL DA TUM: NAVD 88, PER CITY OF RENTON VER77CAL CONTROL. HORIZON TA DA TUM.- NAD UM:NAD 1983/91 PER CITY OF PENTON MONUMENTS. BENCHMARK: 1. CITY OF RENTON CONTROL POINT NO. 2127.• FOUND PUNCHED 1-1/2" BRASS DISK IN CONCRETE MONUMENT DOWN 0.8 IN MONUMENT CASE AT THE INTERSECTION OF THE CENTERLINE OF 148TH PLACE SE. AND SE. 142ND STREET, ELEVA77ON = 363.697 FEET. 2. CITY OF RENTON CONTROL POINT NO. 1852: FOUND PUNCHED 3" BRASS SURFACE DISK AT THE INTERSECTION OF THE CENTERLINE OF NE. 4TH STREET AND 148TH AVENUE SE., ELEVA TION =. 454.769 FEET. UTILITY CROSSING NOTE: OUTILITY CROSSING REFER TO C42 FOR. DETAILS f Call 2 Working Days Before You Dig 811 Utilities Underground Location Center (ID,MT,ND,OR,WA) SEE SHEET 554 SEE SHEET 554 L.P. ELEV = 372.61 L.P. STA = 30+22.31 PN STA = 30+20 PVP ELEV = 372.53 A.D. - J. 25 NE 7/4 SECTION 23, TOWNSHIP 23 N, RANGE 5 E, W.M. ALPINE NURSERY N. P. ELEV — 374.56. H. P. STA = 32+06.61 PVI STA — 32+20 PVP ELEV — 375.03 A.D. _ —318 K = 39.29 125.00' VC L.P. ELEV = 372.70 L.P. STA = 33+45.67 PVP STA — 33+45.84 PVI ELEV = 372.60 A.D. = 3.93 PN STA - 33+85.90 PVI ELEV = 372.60 A.D. - 1.00 Y 30+00 A 30+40 30+80 D.R. STRONG CONSUL TING ENGINEERS ENGINEERS PLANNERS SURVEYORS 6207TH AVENUE, KIRKLAND, WA 98033 0 425 827,3063 F 425.827.2423 31+20 1 CITY COMMENTS, REVIEW 1 2 CITY COMMENTS,. REVIEW 2 3 1 MYIARS NO. REVISION 31+60 32+00 MAI 03.03.16 MAI SURVEYS: Sis MAI 05.23.16 MAI 1 DESIGNED: YLP MAI 07.28.16 M&I DRAWN: CHECKED: M/W BY DATE APPRAPPROVED: MAJ 32+40 32+80 SCALE: VERTICAL: NAVD 1988 //�� AS NOTED HORIZONTAL: NAD 1983/1991 DATUM ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY 33+20 33+60 34+00 NORTH GRAPHIC SCALE 0`-1�0 20 40 1 INCH = 20 FT. HORIZONTAL ` 2.5 5 10 1 INCH = 5 FT. VERTICAL r RECOMMENDED i' "'i ` BY:- Date:ttbic i BY Dat -7 ._- D. BY: Date: I♦ DATE: Alk*- CITY OF ALPINE NURSERY 09.28.15 FIELDBOOK: RENTON SEWER EXTENSION PLAN & PROFILE - ROAD "A" DRAWING NO: Planning/Building/Public Works Dept. SS6 U15007366 SHEET: OF: 36 42 DRS PROJECT NO. 14069 A —NISI fel N A G O o S - 3g00 o(=' 00 0 0 0 0 U) Q PA, Ld Z n VERTICAL DA TUM: NAVD 88, PER CITY OF RENTON VERTICAL CONTROL. HORIZON TA DA TUM.- NAD UM:NAD 1983/91 PER CITY OF RENTON MONUMENTS. BENCHMARK 1. CITY OF RENTON CONTROL POINT NO. 2127.• FOUND PUNCHED 1-1/2" BRASS DISK IN CONCRETE MONUMENT DOWN 0.8 IN MONUMENT CASE AT THE INTERSECTION OF THE CENTERLINE OF 1487H PLACE SE. AND SE. 142ND STREET, ELEVATION = 363.697 FEET. 2. CITY OF RENTON CONTROL POINT NO. 1852. FOUND PUNCHED 3" BRASS SURFACE DISK AT THE INTERSECTION OF THE CENTERLINE OF NE. 4TH STREET AND 148TH AVENUE SE., ELEVATION = 454.769 FEET. UTILI TY CROSSING NOTE: UTILITY CROSSING, REFER TO C42 FOR DETAILS I Call 2 Working Days Before You Dig 811 Utilities Underground Location Center (ID,MT,ND,OR,WA) 9 lid 25 FG 373.0 NE 1/4 SECTION 23, TOWNSHIP 23 N, RANGE 5 E, W. M. ALPINE NURSERY SEE SHEET SSB FG 372. _ y _3 `SS CLEANOUT STA. 61+21.30, 40.87' R RIM 372.50 8- IE OUT 367.00 (N)£, PVI STA = 35+00.48 PVI ELEV — 371.45 A.D. _ —2.40 K = 52.18 125.00' VC 34+00 34+40 34+80 1 CITY COMMENTS, REVIEW 1 D.R. STRONG 2 CITY COMMENTS, REVIEW 2 CONSUL TING ENGINEERS 3 MYtARs ENGINEERS PLANNERS SURVEYORS 620 7TH AVENUE, KIRKLAND, WA 98033 NO. REVISION 0425.8273063 F425.827,2423 35+20 35+60 36+00 36+40 36+80 MAJ 03.03.16 M&J SURVEYED: sis SCALE: Ate. AS NOTED VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/1991 ^- ,n �� A'IWVM CITY O F Planning/Building/Public Works Dept. MAJ 05.23.16 MN DESIGNED: MAJ 07.28.1 s MNRENTON DRAWN: YI� ONE INCH CHECKED: MAJ AT FULL— SCA IF NOT ONE INCH SCALE ACCORDINGLY BY DATE APPR APPROVED: MAJ NORTH GRAPHIC SCALE 0 10 20 40 S, 39000'7 1 INCH = 20 FT. HORIZONTAL 0 2�.5 5 10 1 INCH = 5 FT. VERTICAL COMMENDED FOR APPOVAL BY: ` Date: BY• a i�''..! Date: BY: Date: BY: Date: DATE: ALPINE NURSERY 09.28.15 FIELD800K: SEWER EXTENSION PLAN & PROFILE - ROAD "A" PAGE: DRAWING N0: SS7 U15007366 SHEET: 37 OF: 42 DRS PROJECT N0. 14069 JAI-ININININIA14 00 T- o 0 0 0 1 U) Q L,J 1 z ry 103.03.16 w L W V) o ry 05.23.16 Mal DESIGNED: � z MYLnRs w o7.2s.1 s z n Q NE 7/4 SECTION 23, TOWNSHIP 23 N, RANGE 5 E, W. M. SEESHEETSS, ALPINENURSERY. I Call 2 Working Days Before You Dig 811 Utilities Underground Location Center (ID,MT,ND,OR,WA) VERTICAL DATUM: NAVD 88, PER CITY OF RENTON VER77CAL CONTROL. HORIZON TA DA TUM.- NAD UM:NAD 1983/91 PER CITY OF RENTON MONUMENTS. BENCHMARK: 1. CITY OF RENTON CON7ROL POINT NO. 2127.• FOUND PUNCHED 1-1/2" BRASS DISK IN CONCRETE MONUMENT DOWN 0.8 IN MONUMENT CASE AT THE IWERSECRON OF 7HE CENTERLINE OF 148TH PLACE SE. AND SE. 142ND STREET, ELEVA77ON = 363.697 FEET. 2. CITY OF REN TON CONTROL POINT NO. 1852: FOUND PUNCHED 3" BRASS SURFACE DISK AT THE INTERSECTION OF THE CENTERLINE OF NE. 4TH STREET AND 148714 AVENUE SE., ELEVATION = 454.769 FEET. D.R. STRONG CONSUL TING ENGINEERS 0 ENGINEERS PLANNERS SURVEYORS �� 82D7TH AVENUE, KIRKLAND, WA 98033 O 425.827.3083 F 425.827.2423 1 CITY COMMENTS, REVIEW 1 Mal 103.03.16 MA J SURVEYED: sJs 2 CITY COMMENTS REVIEW 2 MAJ 05.23.16 Mal DESIGNED: � 3 MYLnRs Ma! o7.2s.1 s Ma! DRAWN: YLP CHECKED: MAJ N0. REVISION BY DATE APPR APPROVED: Mqj UTILI TY CROSSING NOTE: OUTILITY CROSSING, REFER TO C42 FOR DETAILS SCALE: VERTICAL: NAVD 1988 f1J S NOTED HORIZONTAL: NAD 1983/1991 CITY OF '`I RENT0N ONE INCH AT FULL SCALE Planning/Building/Public Works Dept. IF NOT ONE INCH SCALE ACCORDINGLY NORTH GRAPHIC SCALE 0 10 20 40 1 INCH = 20 FT. HORIZONTAL 0 2.5 5 10 1 INCH = 5 FT. VERTICAL Date: Date: Date: J J ALPINE NURSERY 09.28.15 FIELDBOOK: PAGE: SEWER EXTENSION PLAN ,& PROFILE- SEWER EASEMENT DRAWING NO: SS8 015007366 SHEET: 38 °F`42 DRS PROJECT N0. 14069 JAI-ININININJAIA Go.- S-3 400 og 00 o 0 0 0 L(� Q J W z r/ z F W U W O r n D �� W z J n 4N i NE 114. SEC TION 23, TOWNSHIP 23 N, RANGE 5 E, W.M. ALPINENURSERY ' I" ... _....... _........ _... �I SSMH 11- STA. 60+ 19.40, 4.00 R ..."""° ' - . �. _ •ti; . _ ......��_. RIM 362.77 - _.._. .................... .._. 8" lE IN 354.77 (NW �.' \ _._._. 4_..._._._...__...,. MIA.. . �•'�;� �` �. ..... ..,. ..---""'` _„,.-�__ � � " _ � ��, 60-+-87.78 .__--- ---- ti SSMH 12 - _ , MAJ l MAJ SURVEYE DS MAJ 05.23.16 MAJ DESIGNED t 07.28.16 M&) si DRAWN: : t CHECKED: M" BY DATE v APPROVED: MAJ 366 rrB n Y y"e 04 7 g�3±'. q 364 °v May , ' _TR / N, W # 4 9t�� CA s .. - - _. FG 370.5 • 1--' 6" SEWER STUB (TYP.) FG 373.0 _------- _ -- _ . � �� ;w�� -- FG 3�8. D ! C s fr _��`�•-.-.; •r�� t'�J'I.�,. , q g SEE SHEET SSB I 3 f - EXIS77NO GRADE AT ---------- PROPOSED CROWN --------------------------- 3 . - ---------- 3 - __... - _._... _._.._.._......_._.._ ........ 1 - - _.�--- -- _ _I .._._..._.._._.._.._ ............... :. i , I : ___.... : : ; LF1 g; SSMH 15 �Y � ......... SF I RIM 373.768 i j 3 .•/q/{yy :. y/�. �e...�..mm a .-..,.......................... .......:....... ,.....,.,...........,.,.. ........... ........360 8" IE OUT 364.50 (SE) _ - - ....�.,.._ _...._ ... __..--......._........_....._..._._......._._.. _ ....._.._......._....._ _..._..._..__....__.... ........._......__ ....._...._. _...__....._._........_.........._.._......._.. _-............_.._... _ IY._....... ._..... " - _ .. 203 LF 8 PVC ®1.442' ; SSMH 12 (DRY SEWER) 8* IE IN 35Z 79 (NW, W) 8" IE OUT 357.69 (SE) SSMH 11 RIM 362.77 8" IE IN 354.77 (NW) wo N cfl N 1� d r� O N N O rn CO tl "n I) 57+20 57+60 58+00 58+40 58+80 59+20 59+60 60+00 60+40 60+80 61+20 r` Call 2 Working Days Before You Dig 811 Utilities Underground Location Center (ID,MT,ND,OR,WA) D.R. STRONG CONSUL TING ENGINEERS DENGINEERS PLANNERS SURVEYORS 6207TH AVENUE, KIRKLAND, WA 98033 O 425 827 3063 F 425.827 2423 1 CITY COMMENTS, REVIEW 1 2 CITY COMMENTS, REVIEW 2 3 MYIARS REVISION SCALE: AS NOTED ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/1991 DATUM VERTICAL DA TUM: NAVD 88, PER CITY OF RENTON VERTICAL CONTROL. HORIZONTAL DA TUM: NAD 1983/91 PER C/TY OF RENTON MONUMENTS. BENCHMARK: 1. CITY OF RENTON CONTROL POINT NO. 2127.• FOUND PUNCHED 1-1/2" BRASS DISK IN CONCRETE MONUMENT DOWN 0.8 IN MONUMENT CASE AT THE INTERSECTION OF THE CENTERLINE OF 148TH PLACE SE. AND SE. 142ND STREET, ELEVATION = 363.697 FEET. 2. CITY OF RENTON CONTROL POINT NO. 1852. FOUND PUNCHED 3" BRASS SURFACE DISK AT THE 1N7TRSECTION OF THE CENTERLINE OF NE. 4TH STREET AND 148TH AVENUE SE., ELEVATION = 454.769 FEET. UTILITY CROSSING NOTE: OX UTILITY CROSSING, REFER TO C42 FOR DETAILS NORTH GRAPHIC SCALE 0`10 20 40 1 INCH = 20 FT. HORIZONTAL ` 2.5 5 10 1 INCH = 5 FT. _ VERTICAL RECOMME4DED FOR APPOVAL BY: -(Date: •_;bitic BY:-P—,49"m Date BY: Date: BY: Date: s:.. CITY OF ALPINE NURSERY 09.28.15 FIELDBOOK: RENTON SEWER EXTENSION PLAN & PROFILE -161ST AVE SE DRAWING NO: Planning/Building/Public Works Dept. SS9 U15007366 SHEET, OF: 39 42 DRS PROJECT NO. 14069 A- NNNNA� co '- 5 - 3100 of MAJ 03.03.161 MAJ SURVEYE DS MAJ 05.23.16 MAJ DESIGNED MAJ 07.28.16 M&) DRAWN: CHECKED: M" BY DATE APPR APPROVED: MAJ SCALE: AS NOTED ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/1991 DATUM VERTICAL DA TUM: NAVD 88, PER CITY OF RENTON VERTICAL CONTROL. HORIZONTAL DA TUM: NAD 1983/91 PER C/TY OF RENTON MONUMENTS. BENCHMARK: 1. CITY OF RENTON CONTROL POINT NO. 2127.• FOUND PUNCHED 1-1/2" BRASS DISK IN CONCRETE MONUMENT DOWN 0.8 IN MONUMENT CASE AT THE INTERSECTION OF THE CENTERLINE OF 148TH PLACE SE. AND SE. 142ND STREET, ELEVATION = 363.697 FEET. 2. CITY OF RENTON CONTROL POINT NO. 1852. FOUND PUNCHED 3" BRASS SURFACE DISK AT THE 1N7TRSECTION OF THE CENTERLINE OF NE. 4TH STREET AND 148TH AVENUE SE., ELEVATION = 454.769 FEET. UTILITY CROSSING NOTE: OX UTILITY CROSSING, REFER TO C42 FOR DETAILS NORTH GRAPHIC SCALE 0`10 20 40 1 INCH = 20 FT. HORIZONTAL ` 2.5 5 10 1 INCH = 5 FT. _ VERTICAL RECOMME4DED FOR APPOVAL BY: -(Date: •_;bitic BY:-P—,49"m Date BY: Date: BY: Date: s:.. CITY OF ALPINE NURSERY 09.28.15 FIELDBOOK: RENTON SEWER EXTENSION PLAN & PROFILE -161ST AVE SE DRAWING NO: Planning/Building/Public Works Dept. SS9 U15007366 SHEET, OF: 39 42 DRS PROJECT NO. 14069 A- NNNNA� co '- 5 - 3100 of 00 0 0 0 I L Q J w z cy L rJJ U / w V O Z Ld Z �n L.L. Q. MANHOLE FRAME AND COVER PER DRAWING 401. ADJUSTMENT RINGS (2" MIN.) SEE NOTE 6 MORTAR JOINT(S) (3/8" MIN.) 6 SEE NOTE 5 4" MIN. TO 12" MAX. 24 CO o � t2" 4 N o m z ¢ g o. x 4 N 4„ 54" .: 6- ° 6" OSS_ 1. STEPS TO BE POLYPROPYLENE SAFETY STEPS. 2. STEPS ARE TO BE IN PLACE BEFORE MANHOLE SECTIONS ARE INSTALLED. 3. CASTING SHALL BE PER STD. PLAN 401. 4. MANHOLE SECTIONS TO BE OF REINFORCED PRECAST CONCRETE. 5. ALL JOINTS BETWEEN THE CONE, RISER RINGS, BRICKS AND CASTING SHALL BE GROUTED. 6, ADJUSTMENT OF THE CASTING TO GRADE SHALL BE ACCOMPLISHED WITH A COMBINATION OF ADJUSTMENT RINGS, BRICKS AND MORTAR ONLY, BRICKS SHALL BE STAGGERED TO CREATE A RUNNING BOND OR 1/2 BOND. THE USE OF SHIMS�S PROHIBITED. 7. SANITARY SEWER MANHOLES SHALL HAVE ALL INTERIOR SURFACES, INCLUDING CHANNELING, COATED (SEALED) WITH A HIGH SOLIDS URETHANE COATING; WASSER MC-AROSHIELD OR APPROVED EQUAL; COLOR OF COATING SHALL BE WHITE. B. RUBBER GASKETED JOINTS SHALL BE IN CONFORMANCE WITH ASTM C-443. 9,CHANNEL HEIGHT SHALL BE A MINIMUM OF 3/4 THE INSIDE DIAMETER OF THE LARGEST PIPE. 10. CONNECTIONS TO MANHOLE SHALL BE MADE USING GPK ADAPTOR, KOR-N-SEAL BOOTS OR APPROVED EQUAL. it. IN UNIMPROVED AREAS, MANHOLES SHALL EXTEND A MINIMUM OF 6" AND A MAXIMUM OF 12" ABOVE FINISHED GRADE OR MUST HAVE A MINIMUM 2' DIAMETER CONCRETE RINGS POURED AT GRADE. IN PAVED AREAS, COVER MUST SLOPE IN ALL DIRECTIONS TO MATCH PAVING, PUBLIC WORKS SANITARY MANHOLE STD. PLAN - 400.2 DEPARTMENT I SHALLOW SEPTEMBER 2011 IVT BOLTHOLES - 3 PLCS EQUALLY SPACED 120' APART DN 23 1/16' (586mm) DIA B.C. (SEE DETAIL) COVER BOTTOM VIEW COVER & FRAME PLAN VIEW 25' DIA. C635mm7� 1' (3) BLT SOC, (ALLEN X HEAD) 2SmmJ SUBBE X AS SS 3/4' RUBBER WASHER C19MM7 8 8/4' L 1/2' [ I-� 1222mM7 64Mm] TYP COVER SECTION VIEW EON BOLTING DETAIL 26 I/2' DIA C673mm3 25 1/4' AIA 1/4' i/4' (6mm64MA ] 1 1/16' 1 7mm] C27MM7 C6MM) j- [27MMJ NEOPRENE GASKET � -L 6• 1/B' C15'�mM7 13MMI 1. i/B' CR3 C1fi8) 23 3/8�DIA594M ,L OPEN GASKET GROOVE DETAIL 27 5/16` DIA C694mmJ 34 1/8' DIA 1867mmJ NOTES: FRAME SECTION VIEW 1. ALL COVERS SHALL BE LOCKING LID PER EAST JORDAN IRON WORKS INC. No. 3717C1 OR EQUAL. 2. USE FRAME AND COVER FOR STORM (SPECIFY "DRAIN" ON COVER), SANITARY (SPECIFY 'SEWER"), OR WATER (SPECIFY "WATER"). 8o STD. PIAN - 401 f + PUBLIC WORKS MANHOLE FRAME AND COVER DEPARTMENT g p DECEMBER 2006 1 Call 2 Working Days Before You Dig 811 Utilities Underground Location Center (ID,MT,ND,OR,WA) NE 1/4 SECTION 23, TOWNSHIP 23 N, RANGE 5 E, W.M. ALPINE NURSERY MANHOLE FRAME 6' SEE STD. PLAN 401 D COVER 24" ADJUSTMENT RINGS (2" MIN.) 12" MAX. SEE NOTE 6 e MORTAR JOINT(S) (3/8" MIN.) SEE NOTE 5 CONE (ECCENTRIC) RUBBER GASKETED JOINTS IN ACCORDANCE WITH ASTM C-443 C. STEPS - POLYPROPYLENE STEPS 6-1/2 a SHALL BE INCLUDED 7' MIN. CONCRETE RISER BY PIPE INC., OR APPROVED EQUAL. 12" (TYP) LADDER POLYPROPYLENE SHALL BE ATTACHED TO MANHOLE MAX. PIPE SIZE - 'E' CONCRETE SHELF 1% PRECAST BASE SECTION OR CAST IN SHELF. I .NOT TO SCALE A' B' 'C' D' E' 48" MH 48" 6" MIN. 5"MIN 24" MIN. 21" LD. 54" MH 54" 8" MIN. 5.5" MIN. 24" MIN. 24" I.D. 60 MH 60" B. MIN. 6" MIN. 42" N07ES: 1. STEPS TO BE POLYPROPYLENE SAFETY STEPS. 2. STEPS ARE TO BE IN PLACE BEFORE MANHOLE SECTIONS ARE INSTALLED. 3. CASTING SHALL BE PER STD. PLAN 401. 4. MANHOLE SECTIONS TO BE OF REINFORCED PRECAST CONCRETE. 5. ALL JOINTS BETWEEN THE CONE, RISER RINGS, BRICKS AND CASTING SHALL BE GROUTED. 6. ADJUSTMENT OF THE CASTING TO GRADE SHALL BE ACCOMPLISHED NTH A COMBINATION OF ADJUSTMENT RINGS, BRICKS AND MORTAR ONLY< BRICKS SHALL BE STAGGERED TO CREATE A RUNNING BOND OR 1/2 BOND, THE USE OF SHIMS IS PROHIBITED, 7. SANITARY SEWER MANHOLES SHALL HAVE ALL INTERIOR SURFACES, INCLUDING CHANNELING, COATED (SEALED) WITH A HIGH SOLIDS URETHANE COATING; WASSER MC-AROSHIELD OR APPROVED EQUAL; COLOR OF COATING SHALL BE WHITE. B. RUBBER GASKETED JOINTS SHALL BE IN CONFORMANCE WITH ASTM C-443. 9. CHANNEL HEIGHT SHALL BE A MINIMUM OF 3/4 OF THE INSIDE DIAMETER OF THE LARGEST PIPE. 10. CONNECTIONS TO MANHOLE SHALL BE MADE USING GPK ADAPTOR, KOR-N-SEAL BOOTS OR APPROVED EQUAL. 11. IN UNIMPROVED AREAS, MANHOLES SHALL EXTEND A MINIMUM OF 6" AND A MAXIMUM OF 12" ABOVE FINISHED GRADE OR MUST HAVE A MINIMUM 2' DIAMETER CONCRETE RINGS POURED AT GRADE. IN PAVED AREAS, COVER MUST SLOPE IN ALL DIRECTIONS TO MATCH PAVING, PUBLIC WORKS 1 o STD. PLAN - 400.1 * p� + STANDARD SANITARY MANHOLE 8`I� DEPARTMENT SEPTEMBER 2011 BEDDING FOR SANITARY SEWER PIPE NOTES 1. PROVIDE UNIFORM SUPPORT UNDER BARREL, 2. HAND TAMP UNDER HAUNCHES. 3. COMPACT BEDDING MATERIAL TO 95% MAX. DENSITY EXCEPT DIRECTLY OVER PIPE. HAND TAMP ONLY, 4. PIPE INSTALLATION SHALL BE PER SECTION 7-08 OF THE STANDARD SPECIFICATIONS. 5. PIPE ZONE MATERIAL SHALL BE PER SECTION 9-03.12(3)' OF THE STANDARD' SPECIFICATIONS OR PEA GRAVEL. 6. PIPE MUST BE ANCHORED IN SUCH A MANNER AS TO ENSURE FLOW LINE IS MAINTAINED. 7. TRENCH WIDTH SHALL BE PER SECTION 2-09.4 OF THE STANDARD SPECIFICATIONS. PUBLIC WORKS IPIPE BEDDING DEPARTMENT FOR SANITARY SEWERS {- W (SEE NOTE 7) . LIMITS OF PIPE ZONE ,_ DN SURVEYED: sis BEDDING MATERIAL FOR 05.23.16 MAID SANITARY SEWER PIPE MAJ O.D. OF PIPE (SEE NOTE 5) FOUNDATION LEVE W o BEDDING FOR SANITARY SEWER PIPE NOTES 1. PROVIDE UNIFORM SUPPORT UNDER BARREL, 2. HAND TAMP UNDER HAUNCHES. 3. COMPACT BEDDING MATERIAL TO 95% MAX. DENSITY EXCEPT DIRECTLY OVER PIPE. HAND TAMP ONLY, 4. PIPE INSTALLATION SHALL BE PER SECTION 7-08 OF THE STANDARD SPECIFICATIONS. 5. PIPE ZONE MATERIAL SHALL BE PER SECTION 9-03.12(3)' OF THE STANDARD' SPECIFICATIONS OR PEA GRAVEL. 6. PIPE MUST BE ANCHORED IN SUCH A MANNER AS TO ENSURE FLOW LINE IS MAINTAINED. 7. TRENCH WIDTH SHALL BE PER SECTION 2-09.4 OF THE STANDARD SPECIFICATIONS. PUBLIC WORKS IPIPE BEDDING DEPARTMENT FOR SANITARY SEWERS STD. PLAN - 405 8" SIDE SEWER TO SSMH 2" PVC 454 BEND (TYP.) 8" x 2" WYE A (TYP.) 8 WYE II 118" x 2" ms 11 f( 0 6" (TYP.) PLAN VIEW A 2" POLY (TP.) �6" SANITARY SEWER C/0 r8" PVC PLUG WER C/0 " POLY (TYP.) 8" PVC SEWER MAIN SIDE SEWER FORCE MAIN CONNECTION DETAIL f'i�.�--EX. SEWER MAIN PR�ERTY LINE --SPOOL (LENGTH AS NEEDED) I •.-••~,• ••`••�••� 8" SEWER S1UBE _FUTURE 4" SIDE SEWER / 2"x 4" SND MARKING POST PAINTED SEWER MAIN TEE X 8" TEE ( 6" CAPD WHITE WITH THE WORD "SEWER" STENCILED IN 5' HIGH BLACK LETTERS AND p8 WIRE I WRAPPED AROUND THE STUD AND EXTENDED TO THE TOP OF THE STUD. COUPLING (TIP,) a ¢s-., 3 i 8'X8'XB' SURFACE CLEANOUT WITH CAST IRON RING AND COVER I (EAST JORDAN IRON WORKS PRODUCT NO. 00387502 OR APPROVED EQUAL, SPECIFY 'SEWER" ON LID), I (SEE STD. PLAN 403.1 FOR INSTALLATION) i ----------------------- JM EAGLE THREADED CLEAN-OUT ADAPTER HUB BEND AS k PLUG (OR APPROVED EQUAL) REQUIRED EXISTING SANITARY _] - SEWER MAIN X IN \ ` FUTURE 4" SIDE SEWER 8" SEWER STUB 8"X6"X6' WYE FUTURE 5"x 4" REDUCER \l SEWER MAIN SIZE X 8" TEE -ACCEPTABLE 9ROCEDUREc FOR s1nF SEWER CONNECTIONS TO EXISTING SEWER MAIN A. VITRIFIED CLAY MAIN - CUT IN A NEW PVC 'TEE" USING "STRONG -BACK' FLEXIBLE COUPLINGS (FERNCO DR APPROVED EQUAL). B. CONCRETE MAIN - CUT IN A NEW PVC "TEE" USING 'STRONC-BACK" FLEXIBLE COUPLINGS (FERNCO OR APPROVED EQUAL). C< PVC k 0900 PVC MMN CUT IN NEW TEE USING RIGID COUPLINGS OR CORE -DRILLED WITH A ROMAC SADDLE (OR APPROVED EQUAL). D. DUCTILE IRON MAIN - CORE -DRILLED WITH A ROMAC SADDLE (OR APPROVED EQUAL) E. MANHOLE CONNECTION - ALL CONNECTIONS TO MANHOLES SHALL BE AT MANUFACTURED KNOCK -OUTS OR THE STRUCTURE SHALL BE CORE -DRILLED, 3000 PSI MIX �/a / CONCRETE BLOCKING M y5 5 ci"' 2% MIN �jPE 8„ TEE HORIZONTAL 6" MIN. SEWER SEWER MAIN MAIN CONCRETEOCKBI G F - OF TEE AT MAIN BETWEEN 28' AND 4S' TYPICAL SIDE SEWER NOTE: UNLESS OTHERWISE SHOWN ON PLAN, SIDE SEWER SHALL HAVE A MINIMUM 28' COVER AT PROPERTY LINE OR 3-5' LOWER THAN THE LOWEST HOUSE ELEVATION, WHICHEVER IS LOWER. STANDARD SIDE SEWER STD. PLAN -406.1 PUBLIC WORKS INSTALLATION ' 1? DEPARTMENT (SEWER MAIN TO PROPERTY LINE) 9�Yr ti� DA 1 CITY COMMENTS, REVIEW 1 D.R. STRONG 2 CITY COMMENTS, REVIEW 2 CONSUL TING ENGINEERS 3 MYWS ENGINEERS PLANNERS SURVEYORS 620 7TH AVENUE, KIRKLAND, WA 98033 NO. REVISION 0 425 827,3063 F 425.827.2423 MAID 03.03.16 hW SURVEYED: sis hW 05.23.16 MAID DESIGNED: YLP MAJ 07.28.16 MAJ W o "4 DRAWN: Z 6� CONCRETE CHECKED: MAJ STD. PLAN - 405 8" SIDE SEWER TO SSMH 2" PVC 454 BEND (TYP.) 8" x 2" WYE A (TYP.) 8 WYE II 118" x 2" ms 11 f( 0 6" (TYP.) PLAN VIEW A 2" POLY (TP.) �6" SANITARY SEWER C/0 r8" PVC PLUG WER C/0 " POLY (TYP.) 8" PVC SEWER MAIN SIDE SEWER FORCE MAIN CONNECTION DETAIL f'i�.�--EX. SEWER MAIN PR�ERTY LINE --SPOOL (LENGTH AS NEEDED) I •.-••~,• ••`••�••� 8" SEWER S1UBE _FUTURE 4" SIDE SEWER / 2"x 4" SND MARKING POST PAINTED SEWER MAIN TEE X 8" TEE ( 6" CAPD WHITE WITH THE WORD "SEWER" STENCILED IN 5' HIGH BLACK LETTERS AND p8 WIRE I WRAPPED AROUND THE STUD AND EXTENDED TO THE TOP OF THE STUD. COUPLING (TIP,) a ¢s-., 3 i 8'X8'XB' SURFACE CLEANOUT WITH CAST IRON RING AND COVER I (EAST JORDAN IRON WORKS PRODUCT NO. 00387502 OR APPROVED EQUAL, SPECIFY 'SEWER" ON LID), I (SEE STD. PLAN 403.1 FOR INSTALLATION) i ----------------------- JM EAGLE THREADED CLEAN-OUT ADAPTER HUB BEND AS k PLUG (OR APPROVED EQUAL) REQUIRED EXISTING SANITARY _] - SEWER MAIN X IN \ ` FUTURE 4" SIDE SEWER 8" SEWER STUB 8"X6"X6' WYE FUTURE 5"x 4" REDUCER \l SEWER MAIN SIZE X 8" TEE -ACCEPTABLE 9ROCEDUREc FOR s1nF SEWER CONNECTIONS TO EXISTING SEWER MAIN A. VITRIFIED CLAY MAIN - CUT IN A NEW PVC 'TEE" USING "STRONG -BACK' FLEXIBLE COUPLINGS (FERNCO DR APPROVED EQUAL). B. CONCRETE MAIN - CUT IN A NEW PVC "TEE" USING 'STRONC-BACK" FLEXIBLE COUPLINGS (FERNCO OR APPROVED EQUAL). C< PVC k 0900 PVC MMN CUT IN NEW TEE USING RIGID COUPLINGS OR CORE -DRILLED WITH A ROMAC SADDLE (OR APPROVED EQUAL). D. DUCTILE IRON MAIN - CORE -DRILLED WITH A ROMAC SADDLE (OR APPROVED EQUAL) E. MANHOLE CONNECTION - ALL CONNECTIONS TO MANHOLES SHALL BE AT MANUFACTURED KNOCK -OUTS OR THE STRUCTURE SHALL BE CORE -DRILLED, 3000 PSI MIX �/a / CONCRETE BLOCKING M y5 5 ci"' 2% MIN �jPE 8„ TEE HORIZONTAL 6" MIN. SEWER SEWER MAIN MAIN CONCRETEOCKBI G F - OF TEE AT MAIN BETWEEN 28' AND 4S' TYPICAL SIDE SEWER NOTE: UNLESS OTHERWISE SHOWN ON PLAN, SIDE SEWER SHALL HAVE A MINIMUM 28' COVER AT PROPERTY LINE OR 3-5' LOWER THAN THE LOWEST HOUSE ELEVATION, WHICHEVER IS LOWER. STANDARD SIDE SEWER STD. PLAN -406.1 PUBLIC WORKS INSTALLATION ' 1? DEPARTMENT (SEWER MAIN TO PROPERTY LINE) 9�Yr ti� DA 1 CITY COMMENTS, REVIEW 1 D.R. STRONG 2 CITY COMMENTS, REVIEW 2 CONSUL TING ENGINEERS 3 MYWS ENGINEERS PLANNERS SURVEYORS 620 7TH AVENUE, KIRKLAND, WA 98033 NO. REVISION 0 425 827,3063 F 425.827.2423 MAID 03.03.16 hW SURVEYED: sis hW 05.23.16 MAID DESIGNED: YLP MAJ 07.28.16 MAJ W �i0 "4 DRAWN: Z 6� CONCRETE CHECKED: MAJ BY DATE AP P R APPROVED: MAJ 24" LCPE 1.50' CLEARANCE SD IE 362.18 (P3) � 2.00% MIN. 2.007- MIN. 15' 11.25' BEND 8" SS IE 359.78 LOT 26 SEWER STUB DETAIL NTS 3 LL 0 0 LLJ �i0 W 8' PLANTER 5' CEMENT Z, Li 6 CONCRETE v o �`jMIN SIDEWALK / TYP. /r 24"LCPE SD IE 362.07 (P3) l 1.50' CLEARANCE 2.00. -.%--MIP 2.007- MIN, 1 8" SS IE 359.62 5' 11.25' BEND LOT 27 SEWER STUB DETAIL -- RECESSED Not to Scale 0 FRAME ©� [� 3/4" LETTERING "SEWER" O W W �i0 Lk 8' PLANTER 5' CEMENT Z 6� CONCRETE U MIN. SIDEWALK (2) BOLT SOC. (ALLEN HEAD) TYP. 24" LCPE 1.50' CLEARANCE SD IE 362.18 (P3) � 2.00% MIN. 2.007- MIN. 15' 11.25' BEND 8" SS IE 359.78 LOT 26 SEWER STUB DETAIL NTS 3 LL 0 0 LLJ �i0 W 8' PLANTER 5' CEMENT Z, Li 6 CONCRETE v o �`jMIN SIDEWALK / TYP. /r 24"LCPE SD IE 362.07 (P3) l 1.50' CLEARANCE 2.00. -.%--MIP 2.007- MIN, 1 8" SS IE 359.62 5' 11.25' BEND LOT 27 SEWER STUB DETAIL -- RECESSED Not to Scale UFT POCKET FRAME ©� [� 3/4" LETTERING "SEWER" 2'-0" DIAMETER 2'-0" SEWER (2) BOLT SOC. (ALLEN HEAD) 5/8" - 11 X 1.5 STAINLESS STEEL REF. PART #00981177 1-3/16" t 8" CLASS "B" SAND OR 70-t/2" ASPHALT EXPANDABLE BOLT DETAIL 45' (1/8) BEND C.\ �Pxlz\ �P 45- (1/8) BEND FOAM PIPE MATERIAL AS SPECIFIED BY THE ENGINEER NOTES: 1. 8" AND 6" CLEAN-OUT RINGS AND COVERS ON SEWER MAINS SHALL BE EAST JORDAN IRDN WORKS, INC. No, 3698 (PRODUCT NO. 00369803) OR APPROVED EQUAL. CLEAN OUT SHALL BE A WATER TIGHT ASSEMBLY. 2. IN UNIMPROVED AREAS, POUR A 1'-0" THICK, 2'-0" SQUARE CONCRETE, CLASS 3000, PAD AROUND THE RING AND COVER. STD. PLAN - 403.1 flo PUBLIC WORKS 8" OR 6" CLEANOUT APPAMM DEPARTMENT FOR SANITARY SEWER MAIN CLEANOUT PER STANDARD PLAN 403.1 FG 371.50 END IE 364.50 CLEANOUT PER STANDARD PLAN 403.1 FG 370.50 END IE 364.10 NTS SANITARY SEWER NOTES AND SPECIFICATIONS: 1. ALL WORK AND WORK MATERIAL SHALL BE IN CONFORMANCE WITH THE STANDARDS AND SPECIFICATIONS OF THE CITY OF RENTON PLANNING/BUILDING/PUBLIC WORKS DEPARTMENT AND THE LATEST ED177ON OF THE WSDOT/APWA STANDARDS AND SPECIFICATIONS, AS APPROVED AND MODIFIED BY THE CITY OF RENTON IN THE RENTON STANDARD PLANS & SPECIFICATIONS. A SET OF APPROVED PLANS SHALL BE KEPT ON SITE AT ALL TIMES DURING CONSTRUCTION. 2. THE HOURS OF WORK IN THE STREET RIGHT OF WAY SHALL BE PER Cl TY SPECIFICATIONS ON WEEKDAYS UNLESS OTHERWISE APPROVED IN WRITING BY THE PLANNING/BUILDING/PUBLIC WORKS DEPARTMENT. AN APPROVED TRAFFIC CONTROL PLAN MUST BE OBTAINED PRIOR TO BEGINNING ANY WORK WITHIN PUBLIC RIGHT OF WAY. J. ALL LOCATIONS OF EXISTING UTILITIES SHOWN ARE APPROXIMATE AND IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO VERIFY 77-/E TRUE AND CORRECT LOCA77ON SO AS TO AVOID DAMAGE OR DISTURBANCE. 4. A PRE -CONSTRUCTION CONFERENCE AND A 24 HOUR N077CE SHALL BE REQUIRED PRIOR TO STAR77NG NEW CONSTRUCTION. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO SECURE ALL NECESSARY PERMITS PRIOR TO STAR77NG CONSTRUCTION. (INSPECTION WILL BE ACCOMPLISHED BY A REPRESENTATIVE OF THE CITY OF RENTON.) IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE PUBLIC WORKS INSPECTOR 24 HOURS IN ADVANCE OF BACKFILLING ALL CONSTRUCTION. 5. CONTRACTOR IS SOLELY RESPONSIBLE FOR THE MEANS, METHODS AND SEQUENCES OF CONSTRUCTION AND FOR THE SAFETY OF WORKERS AND OTHERS ON THE CONSTRUC77ON SITE 6. IT SHALL BE THE RESPONSIBILITY OF THE CON7RACTOR TO OBTAIN STREET USE AND ANY OTHER RELATED PERMITS PRIOR TO ANY CONSTRUCTION. 7. PLANS APPROVED BY THE CITY OF RENTON, PUBLIC WORKS DEPARTMENT SHALL TAKE PRECEDENCE OVER ALL OTHER PLANS. 8. A COPY OF THESE APPROVED PLANS MUST BE ON THE JOB SITE WHENEVER CONSTRUCTION IS W PROGRESS. 9. THE CONTRACTOR SHALL PROVIDE THE CITY OF RENTON WITH AN AS -BUILT DRAWING OF THE SANITARY SEWER SYSTEM, WHICH HAS BEEN STAMPED AND SIGNED BY A LICENSED PROFESSIONAL ENGINEER OR LICENSED PROFESSIONAL SURVEYOR. 10. BACKFILL SHALL BE PLACED EQUALLY ON B077-1 SIDES OF THE PIPE IN LAYERS WI7H A LOOSE AVERAGE DEPTH OF 6 INCHES, MAXIMUM DEPTH OF 8 INCHES, THOROUGHLY TAMPING EACH LAYER TO 95 PERCENT OF MAXIMUM DENSITY. THESE COMPACTED LAYERS MUST EXTEND FOR ONE PIPE DIAMETER ON EACH SIDE OF THE PIPE OR TO THE SIDE OF THE TRENCH. MATERIALS TO COMPLETE THE FILL OVER PIPE SHALL BE THE SAME AS DESCRIBED. 11. OPEN CUT ROAD CROSSINGS FOR UTILITY TRENCHES ON EXISTING TRAVELED ROADWAY SHALL BE BACKFILLED WITH CRUSHED ROCK AND MECHANICALLY COMPACTED UNLESS OTHERWISE APPROVED BY THE CITY OF RENTON. 12. DATUM FOR VER77CAL CONTROL SHALL BE NORTH AMERICAN VERTICAL DATUM 1988 METERS, AND FOR HORIZONTAL CONTROL SHALL BE NORTH AMERICAN DATUM 1983/1991 METERS UNLESS OTHERWISE APPROVED BY THE CITY OF RENTON PUBLIC WORKS DEPARTMENT. REFERENCE BENCHMARK AND ELEVATIONS ARE NOTED ON THE PLANS. 13. ALL DISTURBED AREAS SHALL BE SEEDED AND MULCHED OR OTHERWISE STABILIZED TO THE SATISFACTION OF THE DEPARTMENT FOR THE PREVENTION OF ON-SITE EROSION AFTER THE COMPLETION OF CONSTRUCTION. 14. ALL PIPE AND APPURTENANCES SHALL BE LAID ON A PROPERLY PREPARED FOUNDA TION IN ACCORDANCE WITH THE STANDARDS AND SPECIFICA77ONS OF THE CITY OF RENTON PLANNING/BUILDING/PUBLIC WORKS DEPARTMENT AND THE LATEST EDITION OF THE WSDOT/APWA STANDARDS AND SPECIFICATIONS, AS APPROVED AND MODIFIED BY THE CITY OF RENTON IN THE RENTON STANDARD PLANS & SPECIFICATIONS. THIS SHALL INCLUDE NECESSARY LEVELING OF 7HE TRENCH BOTTOM OR THE TOP OF THE FOUNDATION MATERIAL, AS WELL AS PLACEMENT AND COMPAC77ON OF REQUIRED BEDDING MATERIAL, TO UNIFORM GRADE SO THAT THE ENTIRE LENGTH OF THE PIPE WILL BE SUPPORTED ON A UNIFORMLY DENSE, UNYIELDING BASE. PIPE BEDDING SHALL BE PEA GRAVEL 6 INCHES ABOVE AND BELOW THE PIPE. 15. SANITARY SEWER PIPE SHALL BE POLYVINYL CHLORIDE (PVC) RUBBER GASKETED ASTM D 3034, SDR 35, OR DUCTILE IRON CLASS 50, UNLESS OTHERWISE APPROVED BY THE WASTEWATER UTILITY. 16. IN UNIMPROVED AREAS, MANHOLE TO EXTEND MINIMUM 6 INCHES AND MAXIMUM 12 INCHES ABOVE FINISHED GRADE OR MUST HAVE MINIMUM 2' DIAMETER CONCRETE RING POURED AT GRADE. IN PAVED AREA, COVER MUST SLOPE IN ALL DIREC77ONS TO MATCH PAVING. SCALE: VERTICAL: NAVD 1988 AS NOTED HORIZONTAL: NAD 1983/1991 CITY OF RENTON I ONE INCH Vm IF-- AT FULL SCALE •vPlanning/Building/Public Works Dept. IF NOT ONE INCH SCALE ACCORDINGLY RECOMMENDED FOR APPOVAL BY:C Date BY:• Date: '� BY: Date: BY: Date: DATE: ALPINE NURSERY 09.28.15 FIELDBOOK: - SEWER NOTES AND DETAILS PAGE: DRAWING NO: SSW U15007366 SHEET: OF: 40 42 DRS PROJECT N0. 14069 JAI-ININININIA14 cba s-390010 Tm w Y Q z rill Mil LLJ U W V), O ry t/1/ 3 � i z DRAWN: W z CHECKED: MAJ BY DATE APPR APPROVED: ll Q N w Q w J 4-. EX. STREET SIGN TO REMAIN; BAND TO PROPOSED STREET LIGHT EX. STREET SIGN TO 1 BE RELOCATED BEHIND I f SIDEWALK ,F i �4 ii I } I I Call 2 Working Days Before You Dig 811 Utilities Underground Location Center (ID,MT,ND,OR,WA) STREET SIGN PER CITY OF PER STANDARD PLAN H008 S l tt 1 SIGN h'tK G11 Y Uf RENTON STD. PLAN GO1,' NE 1/4 SECTION 23, TOWNSHIP 23 N, RANGE 5 E, W.M. ALPINENURSERY i I STREET SIGN PER CITY OF RENTON STD. PLAN G013I 1 CITY COMMENTS. REVIEW 1 D.R. STRONG 2 CITY COMMENTS, REVIEW 2 CONSUL TING ENGINEERS 3 MYLARS ENGINEERS PLANNERS SURVEYORS 620 7THAVENUE, KIRKLAND, WA 98033 NO. REVISION . O 425.827.3083 F425.8272423 NO TES.- 1. ES: 1. CITY TO APPROVE SHOP DRAWINGS FOR ALL SIGNAGE PRIOR TO FABRICATION. 2. ALL STREET SIGNS TO BE FABRICATED PER CITY OF RENTON STANDARD PLANS. J. NO PARKING IS TO BE PERMITTED WITHIN THE .CUL-DE-SAC. NO PARKING SIGNS SHALL BE INSTALLED ALONG THE PERIMETER. Mi Y MA,1 SURVEYED: Sis Mil 05.23.16 llDESIGNED M/U 07.28.16 3 � i EX. STREET SIGN TO REMAIN; BAND TO PROPOSED STREET LIGHT EX. STREET SIGN TO 1 BE RELOCATED BEHIND I f SIDEWALK ,F i �4 ii I } I I Call 2 Working Days Before You Dig 811 Utilities Underground Location Center (ID,MT,ND,OR,WA) STREET SIGN PER CITY OF PER STANDARD PLAN H008 S l tt 1 SIGN h'tK G11 Y Uf RENTON STD. PLAN GO1,' NE 1/4 SECTION 23, TOWNSHIP 23 N, RANGE 5 E, W.M. ALPINENURSERY i I STREET SIGN PER CITY OF RENTON STD. PLAN G013I 1 CITY COMMENTS. REVIEW 1 D.R. STRONG 2 CITY COMMENTS, REVIEW 2 CONSUL TING ENGINEERS 3 MYLARS ENGINEERS PLANNERS SURVEYORS 620 7THAVENUE, KIRKLAND, WA 98033 NO. REVISION . O 425.827.3083 F425.8272423 NO TES.- 1. ES: 1. CITY TO APPROVE SHOP DRAWINGS FOR ALL SIGNAGE PRIOR TO FABRICATION. 2. ALL STREET SIGNS TO BE FABRICATED PER CITY OF RENTON STANDARD PLANS. J. NO PARKING IS TO BE PERMITTED WITHIN THE .CUL-DE-SAC. NO PARKING SIGNS SHALL BE INSTALLED ALONG THE PERIMETER. Mi 03.03.16 MA,1 SURVEYED: Sis Mil 05.23.16 llDESIGNED M/U 07.28.16 li DRAWN: CHECKED: MAJ BY DATE APPR APPROVED: ll SCALE: AS NOTED ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/1991 (DATUM) "o I RCITY OF RENTON Planning/Building/Public Works Dept. MUTCD SIGN R7 -2A (MODIFIED) NPA T = NO PARKING ANYTIME *ORIENT NO PARKING SIGN . AT 45 DEGREES FROM STREET NOTE. • 'NO PARKING SIGN' TO BE BANDED TO STREET LIGHT POLE (WHERE APPLICABLE), 80' SEPARATION BETWEEN SIGNS Nor -STH GRAPHIC SCALE `-20 40 80 1 INCH = 40 FT. I BECOMMENDED FOR " ' • ' BY: Date. Date:- BY: Date: Date: L ALPINE NURSERY CHANNELIZATION AND SIGNAGE PLA U15007366 DRS PROJECT NO. 14069 A — co go005 DATE: 09.28.15 FIELD800K: PAGE: DRAWING NO: ININh41 41 OF: 42 AIA 00 o 0 0 0 I' L0 Q D I W z ry LJ U V J W O ry 161STAVESE jj SEWER NOTE: © INDIVIDUAL GRINDER PUMP REQUIRED FOR SEWER SERVICE. Call 2 Working Days Before You Dig 811 Utilities Underground Location Center (ID,MT,ND,OR,WA) NE 1/4 SECTION 23, TO Wl `JSHI P 23 N, RANGE 5 E, W. M. A N a I A 1/ I A S ff 03.03.16 UTILITY CROSSING TABLE l C# s" BOTTOM OF PIPE TOP OF PIPE a FG z ELIMINA TED 313 iv ''•' 9"-. � "7 . 372.36 I; tis 1? 617 7lcx. 366.37 DATE 1.78 APPROVED: 1w c WA 365.65 364.35 370.86 3 SS 3 364:15 1.50 SEWER NOTE: © INDIVIDUAL GRINDER PUMP REQUIRED FOR SEWER SERVICE. Call 2 Working Days Before You Dig 811 Utilities Underground Location Center (ID,MT,ND,OR,WA) NE 1/4 SECTION 23, TO Wl `JSHI P 23 N, RANGE 5 E, W. M. A N a I A 1/ I A S ff 1 I cmr cc D.R. STRONG 2 My cc CONSUL TING ENGINEERS 3 MYLARS ENGINEERS PLANNERS SURVEYORS 620 7TH AVENUE, KIRKLAND, WA 98033 NO. O 425 827 3063 F 425.827.2423 03.03.16 UTILITY CROSSING TABLE 05.23. 16 C# UT BOTTOM OF PIPE TOP OF PIPE CLEARANCE (FT) FG 1 ELIMINA TED 364.59 372.36 SS 366.37 DATE 1.78 APPROVED: 1w 2 WA 365.65 364.35 370.86 SS 368.5 364:15 1.50 3 SD 366.07 364.13 370.69 WA 364.7 364.72 1.35 4 SD 365.89 370.54 SS 364.34 1.55 5 WA 367.45 372.85 SS 365.02 2.43 6 SD 368.76 363.27 372.71 WA 366.35 367.26 1.50 7 SD 368.81 372.65 SS 365.23 3.58 81 SD 364.50 368.96 WA 363.00 1.50 9 SD 374.2 367.20 372.68 WA 368.90 368.14 1.70 10 SD 374.63 364.50 372.40 SS 366.21 373.11 1.71 11 WA 368.7 372.92 SS 1 367.09 1.61 1 I cmr cc D.R. STRONG 2 My cc CONSUL TING ENGINEERS 3 MYLARS ENGINEERS PLANNERS SURVEYORS 620 7TH AVENUE, KIRKLAND, WA 98033 NO. O 425 827 3063 F 425.827.2423 REVIEW 1 REVIEW 2 REVISION hW 03.03.16 UTILITY CROSSING TABLE 05.23. 16 C# UT BOTTOM OF PIPE TOP OF PIPE CLEARANCE (FT) FG 12 SD 364.59 372.36 SS 366.37 DATE 1.78 APPROVED: 1w 13 SD 364.35 372.70 WA 368.5 4.15 14 SD 364.13 368.33 WA 364.7 0.57 15 SD J62.98 368.36 SS 360.23 2.75 16 SD 361.81 367.27 SS 359.84 1.97 17 EX. SS 363.27 372.70 WA 366.35 3.08 18 EX. SD 368.22 372.46 SS 363.35 4.87 19 EX. SO 368.00 372.65 WA 366.97 1.03 20 WA 374.2 378.34 EX. SS 368.14 6.06 21 WA 374.63 378.43 EX. SD 373.11 1.52 22 SD 365.86 370.71 SS 358.55 7.31 23 SD 362.06 364.50 SD 359.71 2.35 REVIEW 1 REVIEW 2 REVISION hW 03.03.16 MAS SURVEYED�+:� .7N5 MN 05.23. 16 MAIJ DESIGNED: YLP MAJ 07.28.16 MAJ DRAWN: CHECKEDttp MAJ BY DATE APPR APPROVED: 1w UTILITY CROSSING NOTES: 1. 8" WATER MAIN REQUIRES 3 FOOT MINIMUM COVER.. 2. WATER TO HAVE 16" STEEL CASING AT CROSSINGS 3, 14, AND 19 SCALE: VERTICAL: NAVD 1988 AS NOTED HORIZONTAL: NAD 1983/1991 Ad CITY OF tdt RENTON ONE INCH DATUM AT FULL SCALE Planning/Building/Public Works Dept. IF NOT ONE INCH SCALE ACCORDINGLY Nt:)RTH GRAPHIC SCALE � 39001 101-210 40 80 1 INCH = 40 FT. RECOMMENDED FOR APPOVAL BY, Date: BY: Date: StedA =3 900 BY: Date:4#mh BY: Date: DATE: ALPINE NURSERY °9,28.15 FIELD COMPOSITE UTILITY PLAN PAGE: DRAWING N0: C42 U15007366 SHEET: OF: 42 42 IRS PROJECT NO. 14069 C� o W,3goo 0 I co : S -3g40 I I ._� W-- `� SE 145TH PL t. BRIARWOOD SOUTH 4 VOL. 91, PG. 74, NO. 6596214 _..._ R >._ 19 BRIARWOOD S( 5 VOL. 93, PG. N0. 6719 xf �T 1---SE-146T LANP5CAPING TO Bt IN5%LFP A5 FAP\f OF PLAT IMPI?OV�WW5 10' WIDTH LANP5CAPf BUFPTp LOf TYPICAL, I1\15%L Af flW OF BUILnING PFpMlf LANf25CAPING 1'0 BF IN5TALLftP A5 PAl\T OF PW IMPpOVWFNf5 �mMMM NN 5 Color Growt z If'4rur<r oli►rrl BOTANICAL NAW COMMON NAME QV 51Z� PWApK5 11111tea 131uc T lay Ir�xurr xl�:Iiuc 1r �iiyri 131(x P N\ dill o e (heinu Thus clgil ��IAll�rl s\ 130fMICAL NAME COMMON NAME QTY 51Z� W I;�MAFK5 Western I;ed Cedar 9 6' ht z 5M35 and 6WUNP COVW cn r / porus callergana ' Chanticleer' * Plowerinq pear 9 1-I / 2" cal Full and Matchinq, min. 8' -10' ht - • Acer ri5eum* Pa erbark Maple q p p 18 1-1 / 2" cal Full and Matchinq, min, 8' -10' g ht ® Fraxinu5- americana 'Autumn Applause'* A5h 36 1-1 / 2" cal Full and Matching, min. 8' -10' ht ! Acer campestre ' Fvelgn' * Hedge Maple 10 1-11211 cal Full and Matching, min, 8' -10' ht 3 Amelanchier grandiflora 'Autumn Brilliance'* 5erviceberq 11 1-11211 cal Full and Matchinq, min. 8' -10' ht w 2 gallon Acer truncatum x A, plat, 'Warren's led'4- Pacific 5un5et Maple 7 1-11211 cal Full and Matchinq, min. 8' -10' ht Pull and Matchinq pH Rhododendron 'Purple Splendour'* X X X Acer circinatum* Vine Maple 30 1-11211 cal Full and Matching, min, 8' -10' ht pacific Wax Myrtle -58 - — fil is tomento5a ' 5terl inq' * Linden (5 1-112 cal Full and Matching, min. 6-10' ht 2 gallon Acer ginnala ' Plame' * Amur Maple 8 1-11211 cal Full and Matching, min. 8' -10' ht Full and Matching — Acer plamatum ' BI oodgood' * Japanese Maple g 1-11211 cal Full and Matching, min, 8' -10' ht Considered drought tolerant in Pacific Northwest once e5tabl i5hed Kinnikinnik A5 req'dl I gallon Full and Matching/ Plant 30" o,c erica 5p, 'Mediterranean Pink'*- All street trees to be specimen grade with a Single leader, free height Ii5ted 15 from top of rootball to top of tree at time of plantinq, l2amaged trees shall be replaced { with same species and minimum 2" caliper, Pergenia 5p, ' Bre55ingham Pubq' * Flephant far A5 req' d I gallon Pull and Matching/ Plant -50" o,c, Per PMC 4-4-070 C P) ( 2) , minimum I street tree planted per addre55, where curb cuts,drivewaq, and utilities do not allow the required trees to be Fragaria chiloen5i5* planted, A5 recta I gallon Full and Matchinq/ Plant �0" o,C Plant in groups of minimum 15 plants of each species Per PMC 4-4-070 C P) C3) , where there is insufficient space or no public frontage, Street trees are required in the front Uard, ._� W-- `� SE 145TH PL t. BRIARWOOD SOUTH 4 VOL. 91, PG. 74, NO. 6596214 _..._ R >._ 19 BRIARWOOD S( 5 VOL. 93, PG. N0. 6719 xf �T 1---SE-146T LANP5CAPING TO Bt IN5%LFP A5 FAP\f OF PLAT IMPI?OV�WW5 10' WIDTH LANP5CAPf BUFPTp LOf TYPICAL, I1\15%L Af flW OF BUILnING PFpMlf LANf25CAPING 1'0 BF IN5TALLftP A5 PAl\T OF PW IMPpOVWFNf5 �mMMM c2z�a� Hyrr,,05F�r Common Name Genus & Species Color Growt z If'4rur<r oli►rrl BOTANICAL NAW COMMON NAME QV 51Z� PWApK5 11111tea 131uc T lay Ir�xurr xl�:Iiuc 1r �iiyri 131(x P N\ dill o e (heinu Thus clgil ��IAll�rl s\ M'estel It yarrow Ile 1ri11cie IriilliW) illnj \'1 kite 1? 111<a L -eyed 5usal Iiculhrki t hid<t P U) W 1'huia plicata* Western I;ed Cedar 9 6' ht z 5M35 and 6WUNP COVW cn cn o Viburnum davidii* Z: O WW 2 gallon w Q C/-) z� O �M�o N o o w o w w � F - ® w evergreen Azalea 49 2 gallon Pull and Matching ® ry Maiden Grass 1-54 2 gallon Full and Matchinq © Pennl5etum clop, 'I3urqundq (3unnq'* w 7--;� 2 gallon Pull and Matchinq ® Non4=5 fortunes ' emerald n COX* �uonq=5 75 2 gallon Pull and Matching Q Lavandula 5p.* 0000 68 2 gallon Pull and Matchinq pH Rhododendron 'Purple Splendour'* I?hodie 72 2 gallon Pull and Matchirq c2z�a� Hyrr,,05F�r Common Name Genus & Species Color Growt Sha q) T'6srlle If'4rur<r oli►rrl BOTANICAL NAW COMMON NAME QV 51Z� PWApK5 11111tea 131uc T lay Ir�xurr xl�:Iiuc 1r �iiyri 131(x P N\ dill o e (heinu Thus clgil ��IAll�rl s\ M'estel It yarrow Ile 1ri11cie IriilliW) illnj \'1 kite 1? 111<a L -eyed 5usal Iiculhrki t hid<t P I A111mf' 1,11I)IIIIn /X Ic11IrLs 13lij�y'1'url�laA t' W 1'huia plicata* Western I;ed Cedar 9 6' ht Pull and Matchinq 5M35 and 6WUNP COVW Viburnum davidii* Pavid Viburnum 83 2 gallon Full and Matching Q Nand ina dome5t ica* Nand ina 6 5 2 gal Ion Pull and Match Inq ® Azalea sp, 'Nino Crimson'* evergreen Azalea 49 2 gallon Pull and Matching ® M15canthu5 51nen515* Maiden Grass 1-54 2 gallon Full and Matchinq © Pennl5etum clop, 'I3urqundq (3unnq'* l2warf Pt Grass 7--;� 2 gallon Pull and Matchinq ® Non4=5 fortunes ' emerald n COX* �uonq=5 75 2 gallon Pull and Matching Q Lavandula 5p.* Lavender 68 2 gallon Pull and Matchinq pH Rhododendron 'Purple Splendour'* I?hodie 72 2 gallon Pull and Matchirq © Myrica californica* pacific Wax Myrtle -58 2 gallon Pull and Matching ® Mahonia nervosa* Low Oreqon Grape 20 2 gallon Pull and Matching @H Mahonia aquifolium* Fall Oregon Grape 14 2 gallon Full and Matching Vaccinium ovatum* Nergreen Huckleberry 22 2 gallon Pull and Matching Arctostaph�llo5 uva-ur5i Kinnikinnik A5 req'dl I gallon Full and Matching/ Plant 30" o,c erica 5p, 'Mediterranean Pink'*- Heather A5 req' d I gallon Full and Matching/ Plant 30" o,c, Pergenia 5p, ' Bre55ingham Pubq' * Flephant far A5 req' d I gallon Pull and Matching/ Plant -50" o,c, Fragaria chiloen5i5* Pune 5trawberrq A5 recta I gallon Full and Matchinq/ Plant �0" o,C Plant in groups of minimum 15 plants of each species *Considered drought tolerant in Pacific Northwest once established 0 Gaultheria 5hallon Sal al A5 reel' d I gallon Plant 30" ori -center Lawn 4" depth arborist wood chip mulch, Taper mulch down to base of tree c2z�a� Hyrr,,05F�r Common Name Genus & Species Color Growt Sha q) T'6srlle If'4rur<r oli►rrl /,� t� f60 1 2 0.5 0,5 I;hac \S'ildtyc I'll,Inus;>fiuras a/a p Mouluain lironi 13rrunus Inas inlrfcrs n/a I' 11111tea 131uc T lay Ir�xurr xl�:Iiuc 1r �iiyri 131(x P N\ dill o e (heinu Thus clgil ��IAll�rl s\ M'estel It yarrow Ile 1ri11cie IriilliW) illnj \'1 kite 1? 111<a L -eyed 5usal Iiculhrki t hid<t P I A111mf' 1,11I)IIIIn /X Ic11IrLs 13lij�y'1'url�laA t' STATE OF WASHINGTO RE E VDLAND JE M. VAR CERTIFICATE No. 774 Mal Nt- tk O z DESCRIPTION Western Native is a unique blend of native grasses and wildflowers formulated to beau- tify and naturalize your landscape by providing seasonal color,, enhanced wildlife habitat, and natural soil stabilization. Western Native will provide'a low piaintenance, relatively ineXDen- sive, long lasting; and ever-changing addition to any landscape or environment. Western Native is ?made up of 92% grasses and 8% wildflowers native to Western Wash- ington, and is suited to any planting site west of the Cascade Mountains less than 3000 ft.. eleva- tion. ESTABLISHMENT & MANAGEMENT Seeding rate: 2.25 lbs. per i000 sq. ft.. ioo lbs. per acre DESIGNER: Km J� Y U,U U I DRAFTING BY DATE: srAl F. 0 60 120 240 NOP\TH 5CA, 1 " - 6 0' ;01 22'04'' 4'' 5H��T CU" . Q-3go0 217 z 0 z JMV JMV 12-28-14 AS SHOWN L--1 5HFFT I of 6 s tj N cQ S z Mal Nt- tk O z DESCRIPTION Western Native is a unique blend of native grasses and wildflowers formulated to beau- tify and naturalize your landscape by providing seasonal color,, enhanced wildlife habitat, and natural soil stabilization. Western Native will provide'a low piaintenance, relatively ineXDen- sive, long lasting; and ever-changing addition to any landscape or environment. Western Native is ?made up of 92% grasses and 8% wildflowers native to Western Wash- ington, and is suited to any planting site west of the Cascade Mountains less than 3000 ft.. eleva- tion. ESTABLISHMENT & MANAGEMENT Seeding rate: 2.25 lbs. per i000 sq. ft.. ioo lbs. per acre DESIGNER: Km J� Y U,U U I DRAFTING BY DATE: srAl F. 0 60 120 240 NOP\TH 5CA, 1 " - 6 0' ;01 22'04'' 4'' 5H��T CU" . 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VAR EY CERTIFICATE No. 774 a w41� w... _--- _....... w . a z •4Y - ' m d a ( 33 ( .._.........._. ... ....... ...........................,,..,....._ ..... ......._ ._..,. _,......._.._ ...,.. ,..... _ } t ............ ...W..,, _..,....... - i f I I � t € ( s ' ` ,t1 fr E jt � pf t 1t '•fl f a a •, E w a f a k a w ww s 3 ra � www ,wraa wwr�. ___ .. _, _. _ ` ' a `F m m m f 10' WIn1'N LAN195CAPF PUFFFp : pf , waww f> w:maa jf, m I�Of fFF5 f'pICAI IN51"A.I� A1'11MF OF B1 Ill 01KIG \\ w . w m , w Oo w. `d w LANnSCAFING 1'0 P� IN51' I,Fn AS PAP\1' { € w rf OF PLAT IMPP\OVFMFNi5 - ` DESIGNER: JMV j r * f €' t - w t ,'t DRAFTING BY: JMV DATE: 12-28-14 SCALE: AS SHOWN L 2 10' WIDTH LANn5CAPE 13UFFFP\10 ' (� (01 0 20 40 8010 MAfCHLJH�f # F NOf�11H SC&111: 201-011 22" x34" 5H��T 5HFFf 2 of 6 GAJ % /Z-3�ioQ28 0 z l� V , .SLi z o. 11� � 1� \\ w . w m , w Oo w. `d w LANnSCAFING 1'0 P� IN51' I,Fn AS PAP\1' { € w rf OF PLAT IMPP\OVFMFNi5 - ` DESIGNER: JMV j r * f €' t - w t ,'t DRAFTING BY: JMV DATE: 12-28-14 SCALE: AS SHOWN L 2 10' WIDTH LANn5CAPE 13UFFFP\10 ' (� (01 0 20 40 8010 MAfCHLJH�f # F NOf�11H SC&111: 201-011 22" x34" 5H��T 5HFFf 2 of 6 GAJ % /Z-3�ioQ28 f F 5�� 5H��T L-2 i f is w t tt imm"i mWmYw mw r m i iN CHL I H�**� I moil= w1i T i $} 'I rwY j 11 l !{ w m r 3 I { f Z: L MM ,^ / � S i � � � 1 € t rr ; �fa�•• i { t I � a ? 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IN51 Al A1M0F .1 rl PULPINC PFP\Mlf Tl T�( »...... ..... , 4_4"I BRIAR.f 5 VOL. --------------- DESIGNER: J o")M ` ;V J DRAFTING BY: JMV 3 9* 002 9 Ll DATE: 12-28-14 SCALE: AS SHOWN ':. it : } 0 20 40 80 MATCHLIN� 5�� 5HFFT 4lo' WIb11 I LANnSCAp� �U��p (O101010' �10�1�1 SCA�� I " - 20' -0” 22''04'' 5Hf� T 5H��f Of 6 c J fZ- ;40 0 22" 16"F 16"F kx+. SUNMA RK SEEMS INTERNATIONALO INC. PO Bax121 <v Fairview OR 97024 503-241-73 33 888-Zf4-7 33 r Sunmark Shrub Swamp Mix Acres: 1 quantity: 43.39 tbs. � b%n' x k" y fig( rj-s Sm du' S4 axs. n a i 2k . z , H Our Hordeum brach antherum Meadow 8arle 32725 85 000 Bromus crtrinatus California f3rome o 22000 110)1000 2 a'"7011MM Al Festuca rubra rubrn Native �eei Fescue r 6 3 60000 5()0,000 w X { occtdontalU5 NOthwastern MannBra w, ,. 20144 01Glycerta k.000 t escham sla c>!to: a Tufted Hairgrass` :.., 4 51000 2,500,004 1 ,k 3 rostis exardt�r Spike 8entgr s n 47500 3,800,000 ;> 0 >; ILkLIC u1nRS �RiQ �- 2Z50 45,000 1 ,M ,.. .�. ��✓�Eri ��;��w aympho'c r rs albQ Common 5nawberry co /�Y Y ]YY M_ r � � 9� . L aougrlsn Douglas �ptreaSptrea ., � 1 z50 1,250,0) O Mahonla a u- jo'iu-m HotlyleaVe.d Barberry 1523 43 50C s'; z uscuS scotcr - - oceanspca!- 17000 bNoi# 00 v.�.L.wy w ORY??i .�`•... TOTALS 1Q!0';Q0lk Z55145 1UU.U076 43:39 135% ' APPLY SEED AT RATE OF 1 LB./1,000 SQUARE FEET APPLY BONDED FIBER MATRIX. AT RATE OF 3,000 LBS./ACRE. RAINIER FIBER BFM OR APPROVED SIMILAR SOURCE: RAINIER VENEER, PO BOX 1250, GRAHAM, WA, 98338. PHONE 253-846-0242 APPLY 20-14-14 "DURATION BLEND" FERTILZER AT RATE OF 100 LBS./ACRE. OR APPROVED SIMILAR SOURCE: WILCO—WINFIELD LLC, PO BOX 258, MT ANGEL, OREGON, 97362. PHONE 503-845-9538 NITROGEN SOURCE IS DERIVED FROM 60% POLYMER COATED UREA, 19% AMMONIUM SULFATE, 15% MONO—AMMONIUM PHOSPHATE, AND 6% FROM UREA FERTILIZER DOES NOT CONTAIN CYNAMID OR HYDRATED LIME AND CONFORMS TO UNITED STATES AND WASHINGTON STATE GOVERNMENT REGULATIONS. 10' WIDTH LANP5CAM PUFFW LAN125CAPIN6 TO P� IN5f&LftP A5 PAPf OF PLAT IMPFOVFMFNf5 WAtP, M�tF, FOP IPPI6A110N, ff�� CIVIL 511f FOP MOPS INFOPMA110N FLACK VW-COATP CHAIN LINK F NCS ANP GATS. 51�1� P�f&5 TH15 5ff TP,�� PPOTC11ON 51GNA61�, 5F� 19 f& TH15 5F1', LOCA1� 516N5 ON P055 OF 5Pif PAIL ffNC� AT 50' ON-CFNtP I Q STATE OF WASHINGTO WED LAND CT JE M CERTIFICATE No. 774 4 r 10 -I b ? ' "F 1 �"F 24"F '7 18„F 8 �x F 4"F 8 5190f PAIL FFNC�. 5FF PFfAIL fHI5 5�f 0,, 26"F 8 --------------- _O 30"F '' lZ z 5PLIf PAIL ffNCF, 5FF PFfAIL 11115 5ff. LOCAL ON pPOPfP1"Y LINA, 5HOWN H�P� FOP CLApl1'Y f k�� FP\O1l�C110N 516NA6F,11'I''ICA, 5FF �. LANP5CAPF NOT�5 P�1AIL 11115 SH�1" iP.AiL , P�1'& THI5 5Ff 1. CONTRACTOR SHALL BE RESPONSIBLE FOR FAMILIARIZING THEMSELVES WITH ALL OTHER SITE IMPROVEMENTS AND �— CONDITIONS PRIOR TO STARTING LANDSCAPE WORK. �-•� 2. CONTRACTOR SHALL USE CAUTION WHILE EXCAVATING TO AVOID DISTURBING ANY UTILITIES ENCOUNTERED. CONTRACTOR IS TO PROMPTLY ADVISE OWNER OF ANY DISTURBED UTILITIES. LOCATION SERVICE PHONE 1-800-424-5555 3. CONTRACTOR SHALL MAINTAIN AND WATER ALL PLANT MATERIAL FOR 1 YEAR OR UNTIL FINAL INSPECTION AND ACCEPTANCE t (� BY OWNER. �1 4. CONTRACTOR SHALL BE RESPONSIBLE FOR COMPUTING SPECIFIC QUANTITIES OF GROUND COVERS AND PLANT MATERIALS UTILIZING ON—CENTER SPACING FOR PLANTS AS STATED ON THE LANDSCAPE PLAN AND MINIMUM PLANTING DISTANCES AS SPECIFIED BELOW IN THESE NOTES. 5. CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING THE QUANTITIES OF PLANTS THAT ARE REPRESENTED BYSYMBOLS ON THE DRAWINGS. 6. SUBGRADE IS TO BE WITHIN 1/10" OF ONE FOOT AS PROVIDED BY OTHERS. ALL PLANTING AREAS TO BE CLEARED OF ALL CONSTRUCTION MATERIAL AND ROCKS AND STICKS LARGER THAN 2" DIAMETER. 1� Q 7. 4” DEPTH NEW TOPSOIL IN NEW BEDS SHOWN. ROTOTILL INTO TOP ti" OF SOIL. .� 8. ALL BEDS TO RECEIVE A MINIMUM OF 2 FINE FIR BARK. 9. ALL PLANT MATERIAL SHALL BE FERTILIZED- WITH AGRO TRANSPLANT FERTILIZER 4-2-2 PER MANUFACTURERS SPECIFICATIONS. 10. ALL PLANT MATERIAL SHALL CONFORM TO ANSI STANDARDS FOR NURSERY STOCK, LATEST EDITION. ANY REPLACEMENTS MADE AT ONCE. A. GENERAL: ALL PLANT MATERIAL FURNISHED SHALL BE HEALTHY REPRESENTATIVES TYPICAL OF THEIR SPECIES OR VARIETY AND SHALL HAVE A NORMAL GROWTH HABIT. THEY SHALL BE FULL WELL BRANCHED WELL PROPORTIONED, AND HAVE A VIGOROUS, WELL DEVELOPED ROOT SYSTEM. ALL PLANTS SHALL BE HARDY � UNDER CLIMATIC CONDITIONS SIMILAR TO THOSE IN THE LOCALITY OF THE PROJECT. B. TREES, SHRUBS, AND GROUND COVER: QUANTITIES, SPECIES, AND VARIETIES, SIZES AND CONDITIONS AS SHOWN ON THE PLANTING PLAN. PLANTS TO BE HEALTHY, VIGOROUS, WELL FOLIATED WHEN IN LEAF. FREE OF DISEASE, INJURY, INSECTS, DECAY, HARMFUL DEFECTS, AND ALL WEEDS. NO SUBSTITUTIONS SHALL MADE WITHOUT WRITTEN APPROVAL FROM LANDSCAPE ARCHITECT OR OWNER. 0 11. NO PERMANENT IRRIGATION SYSTEM IS PROPOSED. TREES LOCATED ON THE PROPOSED LOTS WILL BE IRRIGATED BY FUTURE 4 HOMEOWNERS. LANDSCAPE STRIP PLANT MATERIAL IS CONSIDERED 100% DROUGHT TOLERANT AND SHALL BE PROVIDED TEMPORARY z IRRIGATION FOR THE FIRST TWO (2) YEARS VIA WATER TRUCK OR SIMILAR APPROVED METHOD. WATER SHALL BE PROVIDED AS FOLLOWS:21/ MAY: 1.59 INCHES TOTAL DIVIDED UP EQUALLY OVER THE 4 — 5 WEEKS IN THE MONTH JUNE: 3.13 INCHES TOTAL DESIGNER: JMV JULY: 4.46 INCHES TOTAL AUGUST: 3.51 INCHES TOTAL DRAFTING BY: JMV SEPTEMBER: 1.77 INCHES TOTAL - DATE: 12-28-14 12. HOME BUILDER SHALL BE RESPONSIBLE FOR INSTALLING PROPOSED LOT TREES UPON COMPLETION OF THit PROPOSED HOMES. SCALE: AS SHOWN STREETSCAPE PLANT MATERIAL SHALL BE INSTALLED BY DEVELOPER. 0 20 40 80 N0P,,V 5CA,I 20'-0'' 22''04'' 5H��T 5HFFT 4 of 6 c �J sR-39��3a z cn cn o o W w w (� f— :2 m °- p N ca v Whl W W �ckf w C,rlLO co co r W co O O C5 Z .— N � Q STATE OF WASHINGTO WED LAND CT JE M CERTIFICATE No. 774 4 r 10 -I b ? ' "F 1 �"F 24"F '7 18„F 8 �x F 4"F 8 5190f PAIL FFNC�. 5FF PFfAIL fHI5 5�f 0,, 26"F 8 --------------- _O 30"F '' lZ z 5PLIf PAIL ffNCF, 5FF PFfAIL 11115 5ff. LOCAL ON pPOPfP1"Y LINA, 5HOWN H�P� FOP CLApl1'Y f k�� FP\O1l�C110N 516NA6F,11'I''ICA, 5FF �. LANP5CAPF NOT�5 P�1AIL 11115 SH�1" iP.AiL , P�1'& THI5 5Ff 1. CONTRACTOR SHALL BE RESPONSIBLE FOR FAMILIARIZING THEMSELVES WITH ALL OTHER SITE IMPROVEMENTS AND �— CONDITIONS PRIOR TO STARTING LANDSCAPE WORK. �-•� 2. CONTRACTOR SHALL USE CAUTION WHILE EXCAVATING TO AVOID DISTURBING ANY UTILITIES ENCOUNTERED. CONTRACTOR IS TO PROMPTLY ADVISE OWNER OF ANY DISTURBED UTILITIES. LOCATION SERVICE PHONE 1-800-424-5555 3. CONTRACTOR SHALL MAINTAIN AND WATER ALL PLANT MATERIAL FOR 1 YEAR OR UNTIL FINAL INSPECTION AND ACCEPTANCE t (� BY OWNER. �1 4. CONTRACTOR SHALL BE RESPONSIBLE FOR COMPUTING SPECIFIC QUANTITIES OF GROUND COVERS AND PLANT MATERIALS UTILIZING ON—CENTER SPACING FOR PLANTS AS STATED ON THE LANDSCAPE PLAN AND MINIMUM PLANTING DISTANCES AS SPECIFIED BELOW IN THESE NOTES. 5. CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING THE QUANTITIES OF PLANTS THAT ARE REPRESENTED BYSYMBOLS ON THE DRAWINGS. 6. SUBGRADE IS TO BE WITHIN 1/10" OF ONE FOOT AS PROVIDED BY OTHERS. ALL PLANTING AREAS TO BE CLEARED OF ALL CONSTRUCTION MATERIAL AND ROCKS AND STICKS LARGER THAN 2" DIAMETER. 1� Q 7. 4” DEPTH NEW TOPSOIL IN NEW BEDS SHOWN. ROTOTILL INTO TOP ti" OF SOIL. .� 8. ALL BEDS TO RECEIVE A MINIMUM OF 2 FINE FIR BARK. 9. ALL PLANT MATERIAL SHALL BE FERTILIZED- WITH AGRO TRANSPLANT FERTILIZER 4-2-2 PER MANUFACTURERS SPECIFICATIONS. 10. ALL PLANT MATERIAL SHALL CONFORM TO ANSI STANDARDS FOR NURSERY STOCK, LATEST EDITION. ANY REPLACEMENTS MADE AT ONCE. A. GENERAL: ALL PLANT MATERIAL FURNISHED SHALL BE HEALTHY REPRESENTATIVES TYPICAL OF THEIR SPECIES OR VARIETY AND SHALL HAVE A NORMAL GROWTH HABIT. THEY SHALL BE FULL WELL BRANCHED WELL PROPORTIONED, AND HAVE A VIGOROUS, WELL DEVELOPED ROOT SYSTEM. ALL PLANTS SHALL BE HARDY � UNDER CLIMATIC CONDITIONS SIMILAR TO THOSE IN THE LOCALITY OF THE PROJECT. B. TREES, SHRUBS, AND GROUND COVER: QUANTITIES, SPECIES, AND VARIETIES, SIZES AND CONDITIONS AS SHOWN ON THE PLANTING PLAN. PLANTS TO BE HEALTHY, VIGOROUS, WELL FOLIATED WHEN IN LEAF. FREE OF DISEASE, INJURY, INSECTS, DECAY, HARMFUL DEFECTS, AND ALL WEEDS. NO SUBSTITUTIONS SHALL MADE WITHOUT WRITTEN APPROVAL FROM LANDSCAPE ARCHITECT OR OWNER. 0 11. NO PERMANENT IRRIGATION SYSTEM IS PROPOSED. TREES LOCATED ON THE PROPOSED LOTS WILL BE IRRIGATED BY FUTURE 4 HOMEOWNERS. LANDSCAPE STRIP PLANT MATERIAL IS CONSIDERED 100% DROUGHT TOLERANT AND SHALL BE PROVIDED TEMPORARY z IRRIGATION FOR THE FIRST TWO (2) YEARS VIA WATER TRUCK OR SIMILAR APPROVED METHOD. WATER SHALL BE PROVIDED AS FOLLOWS:21/ MAY: 1.59 INCHES TOTAL DIVIDED UP EQUALLY OVER THE 4 — 5 WEEKS IN THE MONTH JUNE: 3.13 INCHES TOTAL DESIGNER: JMV JULY: 4.46 INCHES TOTAL AUGUST: 3.51 INCHES TOTAL DRAFTING BY: JMV SEPTEMBER: 1.77 INCHES TOTAL - DATE: 12-28-14 12. HOME BUILDER SHALL BE RESPONSIBLE FOR INSTALLING PROPOSED LOT TREES UPON COMPLETION OF THit PROPOSED HOMES. SCALE: AS SHOWN STREETSCAPE PLANT MATERIAL SHALL BE INSTALLED BY DEVELOPER. 0 20 40 80 N0P,,V 5CA,I 20'-0'' 22''04'' 5H��T 5HFFT 4 of 6 c �J sR-39��3a FINISH PLANT 1" HIGHER THAN IN NURSERY FINISH GRADE\ PRUNE DISEASED AND BROKEN BRANCHES REMOVE TOP 1/3 OF BURLAP 2" SETTLED DEPTH OF SPECIFIED MULCH FERTILIZER TABLETS/SPECS SPECIFIED AMENDED BACKFILL COMPACT AND WATER THOROUGHLY FIRM NATIVE SOIL MOUND SHRUB PLANTING DETAIL NOT TO SCALE 2" MAX ` PRUNE DISEASED AND Cedar Grove 10129/2013) Organictter >401 � BROKEN BRANCHES SPECIFIED TREE STAKE(S) .47w� �i�w�� X7.1 16 CHAIN LOCK TYPE RESTRAINT SYSTEM INSTALL "TREE BOOT" OR .1 itE7lti lib r'Cttt Secdthig E utcr cttec gs �? t) ani ili1r11ie41 �V'itt C' "ARBORGARD" IN LAWN AREAS. Setttillat Vigo >$0% (if putillcd Water REMOVE BINDING TWINE & TOP Wted Set ci s <1 Noweed gerwitkation 1/3 OF BURLAP. PLANT TREE 1"-2" HIGHER 2. " tatate" ter° vS's�i i 7.68 THAN IN NURSERY t'lta nr Notrtenti Total Nitto tett pasi 2" SETTLED DEPTH WITH SPECIFIED MULCH WATERING BASIN Ntnw betecycl ('V't mutaettl.red lttert� FERTILIZER TABLETS 1< 0.5 perctwit. 13% ttl1`z to (4-21 GRAM -20-10-5) DEFLECTOR FOR TREES Gi ;;=F ROOT DEFLECTOR FOR TREES _NT TO SIDEWALKS - CL °:_ > k,, ADJACENT TO SIDEWALKS SPECIFIED PLANTING SOIL SCARIFY PLANTING PIT �n 0 SIDES AND BOTTOM UNDISTURBED GROUND '< 6" DEEP, FIRM, NATIVE 12" MIN. FOR WOOD f� o f o SOIL MOUND STAKES & 18" FOR REBAR ` T C5 •— 2x ROOTBALL WIDTH IN HEAVY SOILS, AUGER 8"x6' DEEP p1 HOLE (OR THROUGH HARDPAN) FILL u WITH CRUSHED ROCK. VERIFY GOOD DRAINAGE PRIOR TO PLANTING. NOTE: DO NOT PIERCE TREE ROOTBALL WITH TREE STAKES DECIDUOUS TREE PLANTING & STAKING DETAIL NOT TO SCALE DETAIL PRUNE DISEASED AND BROKEN BRANCHES CHAIN LOCK TYPE RESTRAINING SYSTEM SPECIFIED TREE STAKE(S) REMOVE BINDING MATERIAL AND TOP 1/3 OF BURLAP WATERING BASIN NATIVE SOIL BACKFILL SCARIFY PIT SIDES AND BOTTOM FIRM NATIVE SOIL MOUND NOTE: DO NOT PIERCE ROOTBALL WITH TREE STAKES CONIFERUOUS TREE PLANTING & STAKING DETAIL. NOT TO SCALE CEDARCedar Grove Composting Compost Quality Assurance rance Progr-am 2013 Cedar C rove Fine Grads? Compost Cedar Grove Compost is made t`i-om 100% locally recycled landscape and ti;od irimillings, and clean Nrk;t~od waste. Cedar Grove Compost facilities'Circ its compliance %V°ith Washington Department of Ecology (WDO ) requirements fir compost process and product quality (WAC 173-350-220), Cedar Gtove a6o voluntarily meets the US Compostitlg Council's Seal of Testing Assurance (STA) and Washington. shington I)cpartlnent Of. Transportation (WDOT) staiidards. Results of tests ror hor-tictaltural valaes and applicable WDOTstaildirds a res ; llta� it1 it1 C`laart l . v`l:)(3E ca�mpcist tlta�tlit rtilttirt:latt rlts trlcl C' dat1 C;rc1�Re C"tltril last re4ult4 are in Chart 2. Chart 1. Cedar Grove Fine Grade C otlrtnctst Horticultural Values Chart 2. C onttnost.0 ttatlity Readirente its Wa0unl-ston Adrttinisdrat.tive Code 173-350 Sect. 220 NV D+C I' 4tanciarcl Cedar Grove 10129/2013) Organictter >401 � 51.t 'ty itro m natio .47w� �i�w�� X7.1 16 coaductivit " _ 4 _t111a111c),9101 .1 itE7lti lib r'Cttt Secdthig E utcr cttec gs �? t) ani ili1r11ie41 �V'itt C' ttltt"l Setttillat Vigo >$0% (if putillcd Water 100% Wted Set ci s <1 Noweed gerwitkation t."om ostStability � � ing CO : et- 2. " tatate" ter° vS's�i i 7.68 1 c, tip t'lta nr Notrtenti Total Nitto tett pasi sharps 0 percelit Ntnw betecycl ('V't mutaettl.red lttert� Potassium (,Kti(J 1< 0.5 perctwit. 13% ttl1`z to C75 130 nt tk Gi w w '� kl 't1tw 1 u t t1 ��«•7 d �r�:� Chart 2. C onttnost.0 ttatlity Readirente its Wa0unl-ston Adrttinisdrat.tive Code 173-350 Sect. 220 Chart .3. I artic1. ramnnetina ' W.W 173-A50-220 sial < art cedgr Grove C01I. t ost 10/0/201,3. l►'t. tirJa - Iom Pard Pee aariA000 t4�91 !LhI rt't:L 4 k�•♦i e�l.��fiv .. iltlilllltltl .... 1cr.. ��.�-^fib �l. h }}10g .47w� �i�w�� X7.1 Iwt Stcl ^ 150 i # M.creur � 1.0 Mollrbtatatt dcl LVtCkt, �"}• i. elmium <1 0 1400 1611 . �Il r1 freta � f 7.68 Sa inottelta (Patlici �ti itidkatpt) < 3 MPN 14 grams, 6f total solids pasi sharps 0 percelit Ntnw betecycl ('V't mutaettl.red lttert� < 0.5 pelyetlt 1< 0.5 perctwit. Chart .3. I artic1. ramnnetina ' Sieve size WDOT "'Fine" Compost Cedar Grove 1012772013) of Avsfinf n ..� �Sear P3 z c� X. 1ttD� o 100 'rJ{ 75-100%, 74. t 1/a z 0 0 z z w °~-�M0 CK� O � o o C75 Lj Gi w w CL W �n 0 w o o C5 •— N M STATE OF WASHINGTO XM.VAR7-EY LANCT J CERTIFICATE No. 774 Ali tests it r#ctritaeci 1w Mail tC:`ttrrttcal t.alhitr itatr e , Watsonville, - ttittlt TMEICC/STAspecified methods z NOTES O z 1. APPROPRIATE DRAINAGE SHALL BE PROVIDED. 2. TRAIL ALIGNMENTS SUBJECT TO REVIEW AND APPROVAL BY THE LANDSCAPE ARCHITECT PRIOR TO START OF CONSTRUCTION OF TRAIL. 3. TRAIL SUBGRADE SHALL BE COMPACTED TO 95% DENSITY. SUBGRADE SHALL CONSIST OF UNDISTURBED NATIVE SOIL. � O 4. TRAIL SUBGRADE SHALL BE TREATED WITH APPROVED HERBICIDE PRIOR TO FINAL INSTALLATION OF WOOD CHIP SURFACE. 5. TRAIL WIDTH WILL BE 5'. \` U 6. TRAIL SHALL HAVE A 2' MINIMUM HORIZONTAL CLEARANCE TO ANY OBSTRUCTION AND A 7' MINIMUM VERTICAL (BRANCH) CLEARANCE FROM TRAIL SURFACE. OBSTRUCTION CLEARANCE REQUIRED BOTH SIDES OF TRAIL. i� 7S 7. TRAIL SIDESLOPE SHALL BE GRADED WITH TOPSOIL BACKFILL AT A 3:1 SLOPE. GRADING SHALL BE DONE SO THAT � _21— ACCUMULATION OF RUN—OFF DOES NOT COLLECT AT BOTTOM OF SLOPE. COMPACT AS REQUIRED. \ Z 8. MINIMUM 2' WIDE TRANSITION EDGE REQUIRED PRIOR TO START OF SIDE SLOPE. COVER WITH TOPSOIL AND SEED AS O REQUIRED BY THE LANDSCAPE ARCHITECT. 9. TRAIL CROSS SLOPE SHALL BE 2% OR AS DIRECTED BY THE LANDSCAPE ARCHITECT, TRAIL SURFACE DEPTH SHALL BE 4" OF MEDIUM \ l� BARK CHIPS. TRANSITION EDGE (TYP) SEE NOTE 8 EXISTING GRADE 1 a VARIES Ft SEE NOTE 6 SEE NOTE 5 } TRAIL SURFACE SEE NOTE 9 SIDE SLOPE (TYP)\ SEE NOTE 7 — 2% SLOPE \\ \ K - DESIGNER: JMV DRAFTING BY: JMV DATE: 12-28-14SCALE: AS SHOWN /\1a, Or TRAIL SUBGRADER=3 90003 1 -Sf�E @TES , T\AL P�fAL 5H�Ff 5 of 6 C, 0 i R ` 900 31 Sieve size WDOT "'Fine" Compost Cedar Grove 1012772013) of Avsfinf n ..� �Sear P3 X. 1ttD� o 100 'rJ{ 75-100%, 74. t 1/a Ali tests it r#ctritaeci 1w Mail tC:`ttrrttcal t.alhitr itatr e , Watsonville, - ttittlt TMEICC/STAspecified methods z NOTES O z 1. APPROPRIATE DRAINAGE SHALL BE PROVIDED. 2. TRAIL ALIGNMENTS SUBJECT TO REVIEW AND APPROVAL BY THE LANDSCAPE ARCHITECT PRIOR TO START OF CONSTRUCTION OF TRAIL. 3. TRAIL SUBGRADE SHALL BE COMPACTED TO 95% DENSITY. SUBGRADE SHALL CONSIST OF UNDISTURBED NATIVE SOIL. � O 4. TRAIL SUBGRADE SHALL BE TREATED WITH APPROVED HERBICIDE PRIOR TO FINAL INSTALLATION OF WOOD CHIP SURFACE. 5. TRAIL WIDTH WILL BE 5'. \` U 6. TRAIL SHALL HAVE A 2' MINIMUM HORIZONTAL CLEARANCE TO ANY OBSTRUCTION AND A 7' MINIMUM VERTICAL (BRANCH) CLEARANCE FROM TRAIL SURFACE. OBSTRUCTION CLEARANCE REQUIRED BOTH SIDES OF TRAIL. i� 7S 7. TRAIL SIDESLOPE SHALL BE GRADED WITH TOPSOIL BACKFILL AT A 3:1 SLOPE. GRADING SHALL BE DONE SO THAT � _21— ACCUMULATION OF RUN—OFF DOES NOT COLLECT AT BOTTOM OF SLOPE. COMPACT AS REQUIRED. \ Z 8. MINIMUM 2' WIDE TRANSITION EDGE REQUIRED PRIOR TO START OF SIDE SLOPE. COVER WITH TOPSOIL AND SEED AS O REQUIRED BY THE LANDSCAPE ARCHITECT. 9. TRAIL CROSS SLOPE SHALL BE 2% OR AS DIRECTED BY THE LANDSCAPE ARCHITECT, TRAIL SURFACE DEPTH SHALL BE 4" OF MEDIUM \ l� BARK CHIPS. TRANSITION EDGE (TYP) SEE NOTE 8 EXISTING GRADE 1 a VARIES Ft SEE NOTE 6 SEE NOTE 5 } TRAIL SURFACE SEE NOTE 9 SIDE SLOPE (TYP)\ SEE NOTE 7 — 2% SLOPE \\ \ K - DESIGNER: JMV DRAFTING BY: JMV DATE: 12-28-14SCALE: AS SHOWN /\1a, Or TRAIL SUBGRADER=3 90003 1 -Sf�E @TES , T\AL P�fAL 5H�Ff 5 of 6 C, 0 i R ` 900 31 �to graI e 51MUR fo PIOUNP rr,of U d I 3d FREE-STANDING TREE PROTECTION SIGN FOR:. USE. WHERE SPLIT -RAIL FENCE NOT REQUIRED Sensitive Area Signs Per City of Renton Standards Chamber Top of Post 45 Degrees to A Pepth. of .1 On Al! Four Sides 4• u FABRIC BAND WITH CARRMIE SOLT.AIINIP NUT Tit WRE - SPACED 4 14P (IN) MAX. MP-) TENSION WRIE HOG RING - SPACED 0 24" (IN) MAX, BRACE BAND HATH F CARRIAGE BOLT AND NUT TENSION WIRE STRETCHER BAR END OR 09MMER POST TENSION WIRE. TURNBUCKLE BRACE BAND NTH CARRIAGE HOLT AND NUT rWO*AY BRACE BAND WITH CARRIAGE DOLTS AND NUTS TENSION WIRES FABRIC BAND VWM CARRIAGE BOLT AND NUT (TYP.) 111URNBUCKLE, TWO-WAY BRACE BAND VATH: CARRIAGE BOLTS AND NUTS TENSION WIRES FABRIC BAND WITH CARRIAGE BOLT AND NUT J- WOTRETCHER WOW). PULL PO4T (M"IN RUN) DETAIL #31N tiAp�H Ilawk 1 11 .".TENSION %MRE cn W uj V) w O cl:: 0 CD CL O C3 c/) Lj Of x Lli V) ED w L.Li C) 00 CD CD 6 0 STATE OF WASHINGTO E D LAND H ECT M. Y JE*FVAR EY CERTIFICATE No. 774 CO- 117,2��,,_ WIA .a,.. --- - I 210 kni4�u ------------------ ,j;t%xI ------------ ► KIN, POST AND PAIL SPOCIFicAnow :3 lrr POE ROLL FOIRMED 7 R POST CO- 117,2��,,_ WIA .a,.. --- - I 210 kni4�u ------------------ ,j;t%xI ------------ ► KIN, POST AND PAIL SPOCIFicAnow :3 lrr POE ROLL FOIRMED POST (SCH . 40) SECTION FENCE LINE END, CORNER. OR PULL POST 2 117 DIAM, FABRIC LOOP - SIDES LINE OR BRACE POST 2'DIAM. 1,862 Y,ri M. Jull -12013 11.14 AM C"N LINK FENCE r,::.: TYPIES 3 AND 4: 31 rA N DAN 0 PLAN WOA 0 411, SHW I OF 2 SHEETS DESIGNER: JMV APPROVED FOR PUBLICATION: DRAFTING BY: JIVIV 4: -1 14 �*Oti 11.24 ASJ DATE: 12-28-14 Ra SCALE: AS SHOWN comirnanded for SNF�f 6 Of 6 C_ 0 ; f)- -319603 2— I 6 U 2 O w a a w w a W w X Z ui L/II Li. `L z Z 0 W Z Q W J F=— _ W a U n Q 9. z 0 w X I CONSTRUCTION NOTES - O INSTALL NEIGHBORHO❑D STREET PEDESTRIAN LUMINAIRE FIXTURE AND POLE PER STANDARD PLAN 116,1, CONCRETE FOUNDATION, AND ASSOCIATED JUNCTI❑N BOX PER DETAILS ON SHEET 3 AND 4, AND LUMINAIRE POLE SCHEDULE, OINSTALL ARTERIAL STREET DECORATIVE PEDESTRIAN LUMINAIRE FIXTURES AND POLE PER z STANDARD PLAN 1172, CONCRETE FOUNDATION, AND ASSOCIATED JUNCTI❑N BOX PER DETAILS ON SHEET 3 AND 4, AND LUMINAIRE POLE SCHEDULE, PSE TO INSTALL GE EVOLVE 454952 LED LUMINAIRE EQIVALENT TO 250 WATT HPS ON AN O 8 FT ARM AT AN APPROXIMATE 30 FT, MOUNTING HEIGHT ON EXISTING WOOD POWER POLE, COORDINATE WITH PSE, PSE TO RELOCATE EXISTING WOOD POWER POLE TO APPROXIMATE LOCATION ON SOUTHWEST �--/ CORNER OF THE INTERSECTION. C❑O❑RDINATE WITH PSE, INSTALL ELECTRICAL SERVICE CABINET # XXX PER DETAILS ON SHEET 4, LOCATED ON SE Os 144TH ST, AT APPROXIMATE STATI❑N 14+48, 21.0' RT, COORDINATE WITH C,❑,R, ERIC CUTSHALL, TRANSPORTATION MAINTENANCE ASSISTANT MANAGER 625-530-7627 FOR SERVICE CONNECTION, LABEL STREET FACING SIDE OF CONTACTOR CABINET WITH ADDRESS L❑CATION FOLL❑WING COR STD, PLN, 122,1, O INSTALL TYPE 1 JUNCTION BOX WITH CONCRETE PAD FOLLOWING COR STD, PLN, 120. �1 :1 • ' 4' CALJTl ©N: LOCATION OF EXISTING UTILITIES SHOWN IS APPROXIMATE AND MAY NOT BE ACCURATE OR ALL INCLUSIVE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO POTHOLE AS REQUIRED AND FIELD VERIFY LOCATION OF UTILITIES PRIOR TO PROCEEDING WITH CONSTRUCTION. UNDERGROUND UTILITY NOTE: YOU MUST CALL 1-800-424-5555 NOT LESS THAN 72 HOURS BEFORE BEGINNING EXCA VA TION WHERE ANY UNDERGROUND UTILITIES MAY BE LOCATED. FAILURE TO DO SO COULD MEAN BEARING SUBSTANTIAL REPAIR COSTS (UP TO THREE TIMES THE COST OF REPAIRS TO THE SERVICE). RECOMMENDED FOR APPROVAL T 390006 BY BY BY CHECKED FOR COMPLIANCE LEGEND TO CITY STANDARDS • �r- "' DATE / 7 LED PEDESTRIAN LUMINAIRE DATE AND DECORATIVE POLE DATE LED ARTERIAL PEDESTRIAN LUMINAIRE AND DECORATIVE POLE — — — — — — — PVC CONDUIT (SEE WIRING SCHEDULE) �ONWAS 0 ® TYPE 1 JUNCTION BOX WITH CONCRETE PAD N ® SERVICE CABINET TTHWEST TRA FF/G EXPER Tv �, ,� WIRE NOTE FS F�rsTE�� 11410 NE 124th St., #590, Kirkland, WA 98034. S�ONAL O CONSTRUCTION NOTE Phone: 425.522.4118 Fax: 425.522.4311 co z m O LJ Q 0 w W CLa 0 a W X w i to N N R d' N o J N a (f) W W w U tW V) � C7 Z Z C i Z Q Q W LLJ ry Q Z_ J .. Iffil w z 0 cn w A LUMINAIRE SCHEDULE LUM. N0. = J U U CIRCUIT NO. LOCATION GPS * COORD. 2 y Z O LED LAMP WATTAGE O U Z MOUNTING HGT. (FT.) O 1 Z NA UI .. Iffil w z 0 cn w A LUMINAIRE SCHEDULE LUM. N0. POLE * ID. NO. CIRCUIT NO. LOCATION GPS * COORD. OFFSET (FEET) LED LAMP WATTAGE MAST ARM (FEET) MOUNTING HGT. (FT.) STANDARD PLAN # 1 PSE POLE NA SE 144TH ST 13+50 2 22.2' RT 183 LED 8' 30' EX. WOOD POLE 2 A SE 144TH ST 13+83 PVC 20.0' RT 60 LED 4' 14' 117.2 3 2.0" B SE 144TH ST 14+76 40) 20.0' RT 60 LED 4' 14' 117.2 4 PSE POLE NA SE 144TH ST 14+89 23.7 RT 183 LED 8' 30' EX. WOOD POLE 5 STRING B 161ST AVE SE 50+44 17.0' RT 44 LED NA 14' 116.1 6 B 161ST AVE SE 51+56 17.0' RT 44 LED NA 14' 116.1 7 B 161ST AVE SE 52+50 17.0' RT 44 LED NA 14' 116.1 8 B 161ST AVE SE 53+57 17.0' RT 44 LED NA 14' 116.1 9 B 161ST AVE SE 54+65 17.0' RT 44 LED NA 14' 116.1 10 B 161ST AVE SE 55+87 17.0' RT 44 LED NA 14' 116.1 11 B 161ST AVE SE 56+81 17.0' RT 44 LED NA 14 116.1 12 B 161ST AVE SE 57+71 17.0' RT 44 LED NA 14 116.1 13 B 161ST AVE SE 58+89 17.0' RT 44 LED NA 14' 116.1 14 B 161ST AVE SE 59+86 17.0' RT 44 LED NA 14' 116.1 15 SE 146TH PL 63+79 15.0' LT 44 LED NA 14' 116.1 16 B SE 146TH PL 63+42 15.0' RT 44 LED NA 14 116.1 17 B SE 146TH PL 62+90 15.0' LT 44 LED NA 14 116.1 18 B SE 146TH PL 62+34 15.0' RT 44 LED NA 14 116.1 19 B SE 146TH PL 62+05 21.0' LT 44 LED NA 14 116.1 20 A SE 146TH PL 61+47 21.0' RT 44 LED NA 14' 116.1 21 A SE 146TH PL 60+83 15.0' LT 44 LED NA 14 116.1 A SE 146TH PL 60+38 15.0 RT 44 LED NA 14' 116.1 23 B ROAD A 30+34 18.0' LT 44 LED NA 14 116.1 24 A ROAD A 30+64 18.0'_R T 44 LED NA 14 116.1 25 B ROAD A 31+23 18.0 LT 44 LED NA 14 116.1 26 A ROAD A 31+84 18.0 RT 44 LED NA 14 116.1 27 B ROAD A 32+30 18.0 LT 44 LED NA 14 116.1 2 A ROAD A 32+85 18.0 RT 44 LED NA 14 116.1 29 B ROAD A 34+43 18.0' LT 44 LED NA 14 116.1 30 A ROAD A 35+07 18.0 RT 44 LED NA 14 116.1 31 B ROAD A 35+74 18.0 LT 44 LED NA 14 116.1 32 A ROAD A 36+54 49.0' RT 44 LED NA 14 116.1 -37- A ROAD A 36+95 23.0 LT 44 LED NA 14 116.1 34 A 160TH AVE SE 20+41 7_70-7 T 44 LED NA 14 116.1 35 A 160TH AVE SE 21+52 18.0' LT 44 LED NA 14 116.1 36 A 160TH AVE SE 22+61 18.0 LT 44 LED NA 14 116.1 37 A 160TH AVE SE 23+71 18.0' LT 44 LED NA 14 116.1 38 A 160TH AVE SE 24+82 18.0 LT 44 LED NA 14 116.1 39 A 160TH AVE SE 26+51 18.0' LT 44 LED NA 14 116.1 40 PSE POLE NA SE 144TH ST 10+51 25.9' RT 183 LED 8' 30' EX. IWOOD POLE 41 A SE 144TH ST 11+04 20.0' RT 60 LED 4 14 117.2 42 A SE 144TH ST 11+94 20.0' RT 60 LED 4 14 117.2 43 PSE POLE NA SE 144TH ST 12+01 22.3' RT 183 LED 8' 30' EX. WOOD POLE 44 A SE 144TH ST 12+93 20.0' RT 60 LED 4' 14' 117.2 * NOTE: POLE ID NOS. ARE TO BE PROVIDED BY THE CITY AT TIME OF CONSTRUCTION. GPS COORDINATES SHALL BE PROVIDED IN THE AS -BUILT PLANS. WIRING SCHEDULE CONDUIT RUN 0 CONDUIT SIZE CONDUCTORS NOTES 1 2.0" PVC (SCHEDULE 40) 2-#8, 1-#8 GREEN 2 2.0 PVC SCHEDULE 80 2-#8, 1-#8 GREEN 3 2.0' PVC (SCHEDULE 40) 4-#8, 3-#14 1-#8 GREEN PHOTOCELL 4 2.0" PVC (SCHEDULE 40) 2-#8, 3-#14 1-#8 GREEN PHOTOCELL 5 2.0" PVC (SCHEDULE 40) PSE POWER 6 2.0" PVC (SCHEDULE 40) PULL STRING CA UTI DN: LOCATION OF EXISTING UTILITIES SHOWN IS APPROXIMATE AND MAY NOT BE ACCURATE OR ALL INCLUSIVE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO POTHOLE AS REQUIRED AND FIELD VERIFY LOCATION OF UTILITIES PRIOR TO PROCEEDING WITH CONSTRUCTION. UNDERGROUND UTILITY NOTE: YOU MUST CALL 1-800-424-5555 NOT LESS THAN 72 HOURS BEFORE BEGINNING EXCA VA TION WHERE ANY UNDERGROUND UTILITIES MAY BE LOCATED. FAILURE TO DO SO COULD MEAN BEARING SUBSTANTIAL REPAIR COSTS (UP TO THREE TIMES THE COST OF REPAIRS TO THE SERVICE). RECOMMENDED FOR APPROVAL BY BY BY CHECKED FOR COMPLIANCE TO CITY STANDARDS DATE II DATE DATE ?7j!;?f7fE'ArH TRA FF -/C EXERTS 11410 NE 124th St., #590, Kirkland, WA 98034 Phone: 425.522.4118 Fax: 425.522.4311 c_D.T:3 t00o7 a-Iz/w (C r o N � 8 Z N m '� Z O W ry 1 FI (4) OVAL SLOTS J ITE AND. POLE :ACCEPTING 1`06'0+ RELATED,PAfZTS .SHgt1 13E FACTORY GALVANIZED STEEL ANCHOR BOLTS PRlMEb AND'POW'OFR COATED: IT SH COCORI RAL BOM7X "JET' SLACK" t8=T/d" 1Q 4G BASE PLATE A DETAIL PRESTIGE SERIES (&IIf4) LED POST -TCP 1 UMINA1RE (WATTAGE PER, PLANS 4OW CCT 126-271y 4 8, r BARS. AG£0 UN OsAIL DRIVER Out V$3A9 2 COMUIT UNLESS .. Rt6SW ACRYLIC LENS) BY CYCLONE STATED OTHERWISE ON' n (OFT APPROVED EQUAL). DRIVER PLANS CENTER CONDUIT M SNALL BE INTEGRAL TO T14E Ltd FOUNDATION FIXTURE. b v FOR STREET LIGHT $7 ARD DECAI= N NG,DETAIL, REFER TD CITY OF, . RENION STD PLAN 11, 14 0 FLUTED SHAPE 5 DIAMETER STRAIGHT ALUMINUM POLE (PD1$ ,4 GO4fi T4Ai90O5TK TN43} BY CYCLONE (OR APPROVED EQUAL) BOLT CIRCLE (DA PER BASE PLATE DETAIL; A>9CNOR R443 THIS STREET) PROVIDE 1/2' CIA DRA14 /4 HOOPS 0 12" FOUNDA71ON SECTION TUBE THROUGH GROUT. 2` CONDUIT UNLESS GROUND POLE TO STATED OTHERWISE ON FOUNDATION PLANS ata" CkiAIIFER (TYP) P. 1/4" STEEL PLATE 1'-6' MIN BELOW GROUND, 2"x5" HANDHDLE BOLT CIRCLE (DIA 2'-T MIN UNDER PER BASE PLATE DECORATIVE ALUMINUM CLAMSHELL -. __... DETAIL, THaSHEET) PAVEMENT BASE: COYER BD46 BY 660C (Djt APPR0I U EQUAL)' EXTEN6 THE CONDUIT SEE POLE BASE TOP OF MUNDATIO11 6" MIN BEYOND SHEET ANCHOR BOLT, 4 .TQTAL, FOUNDATION OR THE I 31'r DfA (TYP) ty+s � CONTROLLED DENSITY . r` 4 .Y,� ,� { S BACXFU FLAT WASHERS 0 REVD ER ANbWk BOLT). 14 HOOPS • I2' TOR FOUNDATION °oeralLS, SEE THIS SHEET Mom 500 ASSEM$I.Y D "[AIL POLE ELEVATION FOUNDATION DETAILS 1111�� STD. PLAN - 116.1 NEIGHBORHOOD STREET pR� + t PUBLIC WORKS DEPARTMENT EVENLY SPACED Z O W ry 1 FI (4) OVAL SLOTS J ITE AND. POLE :ACCEPTING 1`06'0+ RELATED,PAfZTS .SHgt1 13E FACTORY GALVANIZED STEEL ANCHOR BOLTS PRlMEb AND'POW'OFR COATED: IT SH COCORI RAL BOM7X "JET' SLACK" t8=T/d" 1Q 4G BASE PLATE A DETAIL PRESTIGE SERIES (&IIf4) LED POST -TCP 1 UMINA1RE (WATTAGE PER, PLANS 4OW CCT 126-271y 4 8, r BARS. AG£0 UN OsAIL DRIVER Out V$3A9 2 COMUIT UNLESS .. Rt6SW ACRYLIC LENS) BY CYCLONE STATED OTHERWISE ON' n (OFT APPROVED EQUAL). DRIVER PLANS CENTER CONDUIT M SNALL BE INTEGRAL TO T14E Ltd FOUNDATION FIXTURE. b v FOR STREET LIGHT $7 ARD DECAI= N NG,DETAIL, REFER TD CITY OF, . RENION STD PLAN 11, 14 0 FLUTED SHAPE 5 DIAMETER STRAIGHT ALUMINUM POLE (PD1$ ,4 GO4fi T4Ai90O5TK TN43} BY CYCLONE (OR APPROVED EQUAL) N BOLT CIRCLE (DA PER BASE PLATE DETAIL; A>9CNOR R443 THIS STREET) PROVIDE 1/2' CIA DRA14 /4 HOOPS 0 12" FOUNDA71ON SECTION TUBE THROUGH GROUT. 2` CONDUIT UNLESS GROUND POLE TO STATED OTHERWISE ON FOUNDATION PLANS ata" CkiAIIFER (TYP) P. 1/4" STEEL PLATE 1'-6' MIN BELOW GROUND, 2"x5" HANDHDLE BOLT CIRCLE (DIA 2'-T MIN UNDER PER BASE PLATE DECORATIVE ALUMINUM CLAMSHELL -. __... DETAIL, THaSHEET) PAVEMENT BASE: COYER BD46 BY 660C (Djt APPR0I U EQUAL)' EXTEN6 THE CONDUIT SEE POLE BASE TOP OF MUNDATIO11 6" MIN BEYOND SHEET ANCHOR BOLT, 4 .TQTAL, FOUNDATION OR THE I 31'r DfA (TYP) ty+s � CONTROLLED DENSITY . r` 4 .Y,� ,� { S BACXFU FLAT WASHERS 0 REVD ER ANbWk BOLT). 14 HOOPS • I2' TOR FOUNDATION °oeralLS, SEE THIS SHEET Mom 500 ASSEM$I.Y D "[AIL POLE ELEVATION FOUNDATION DETAILS STD. PLAN - 116.1 NEIGHBORHOOD STREET pR� + t PUBLIC WORKS DEPARTMENT EVENLY SPACED DAIVT 2 1/2` CLR 0 3" MIN. BOLT N PROJECTION v ` INSTALL GROUT. PROVIDE 1/2' CIA DRA14 �+ ' TUBE THROUGH GROUT. FOUNDATION DETAIL . . 5E......_ 7/8" DIA HOLE P. 1/4" STEEL PLATE 2"x5" HANDHDLE BOLT CIRCLE (DIA PER BASE PLATE DECORATIVE ALUMINUM CLAMSHELL -. __... DETAIL, THaSHEET) ' BASE: COYER BD46 BY 660C (Djt APPR0I U EQUAL)' POLE" BASE DETAfL ANCHOR" BOLT TEMPLATE DETAIL SEE POLE BASE TOP OF MUNDATIO11 DETAIL, THIS SHEET ANCHOR BOLT, 4 .TQTAL, I 31'r DfA (TYP) ty+s 'BASE D M 3/4' HEK NUTS, SIELL (8 RE6'D PER ANCHOR@BO[.'fJ; . r` 4 .Y,� ,� { S FLAT WASHERS 0 REVD ER ANbWk BOLT). TOR FOUNDATION °oeralLS, SEE THIS SHEET Mom 500 ASSEM$I.Y D "[AIL POLE ELEVATION FOUNDATION DETAILS STD. PLAN - 116.1 NEIGHBORHOOD STREET pR� + t PUBLIC WORKS DEPARTMENT PEDESTRIAN LUMINAIRE FIXTURE AND POLE DETAILS DAIVT POLE LUMI4ARLENCiN 2` TANGENT l.5 R 13.5" 1n 3.5" DIA HOLE MIN, 01 1/2" WIREWAY (LUMINAIRE ARM LENGTH) 30 11 �" BRACKET SIDE NEW DETAILS 4" OD HOLE I �+ { (LUMINAIRE ARM LENGTH) 45 R 38" fi 4' OU HOLE ROUND CAP a ALUMINUM SHROUD (BY MANUFACTURER) MANDFACIURER 12'-0" SNAIL KID SIIROUD ((UMINA62E ARM LENGTt) ALL THE WAY —= AROUND _ "r 60' R 46" -t— J/ -- LUMINAIRL ARM �1! CLAMP ON 10 IUMINAIRF 4" OD HOLEIUMINA IRE CONDUCTORS ---- c� z ILL DICOR&Uff LUMINAIRE LUMINAIRE ARM DETAILS LUMINAIRE ARM MOUNTING - — -' - BRACKET DETAILS STD. PLAN - 117.3 t + PUBLIC WORKS LUMINAIRE ARM AND MOUNTING DRPARTMENT BRACKET DETAILS EAIN,� CIFICA 0M -•_- 4 OVAL SLOTS ' ALL'ALUUw U11�U AIRS Abp POQE ' ! - ACCEPTING t'K36'■4' RELATED PARTS SHALL BE E#CTORY q GALVANIZED STEEL 9tX ; DECM4A71V£ PEDESTRIAN LUMINAIRES ARE MOUNTED i ANCHOR EDLST PRIMED AND PONDER COATED, AT 180 (UNLESS OTHERWISE NOTED ON PLANS) EE}I Q RAL 9005TX 4T BLACK' '4j HANOT)OLES ARE I)DUNTED AT )PO'N4NT f ( SUPPOf)T BRACKETS ARE MOUNTED AT O• (UNLESS 270�j',' OTHERWISE NOTED ON PLANS) 0#�Y ECOR�n}'£ LUMIHA`ItE POLE NOTES I Tem �a�y„'v 4 ROUND TUBULAR SECTION �� BASE PLAT DETAIL W (NO TAPER) c � ROUND TAPERED POLE SECTION - 30" I 8 - /5 BARS, 5. ORIENTATION LOCATION 2` CONDUIT UNLESS -. STATED OTHERWISE ON ,\ EVENLY SPACED PLANS CENTER CONDUIT \3 IN FOUNDATION 10' -II' DIA BOLT ANCHOR BOLT --- ,.,ja., CIRCLE \----- N4 RDFS 0 12" ROUND POLE CAP---..•._----- � FOUNDATION S�,CAON 2' CONDUIT UNLESS -- GR UND:{TOLE TO TIMED OTHERWISE ON FOUNDATION 4K3 dT,� MANS LUMINAp3E ARM 3/4' CHAMfiIF (TYP) 22 5R \ I R VE, DOLTS SME}(.€ LUMINAIRE---- (ElpW ST PER 0,I,�N S, 4,000K EXTEND CONDUIT - • F CC7, 120-277V UNIVERSAL DIslYII f0 MIf� �Q(JD WITH FLAT ,'A LENS) BY OU T! t t� CO�OLLED OEM% I () C)'ET;ONE 4 A PROVEDJ(A t)• BACKFILL 'DRIVER SHALL INTEGRAL TO 7HE FI 1 , IQ �AM LL 4 NOOP-S 0 t2` --� AN �O , A f(IF MQ TING, 1 '! $ - ElE F ARM YA1L5 SEE STD PLAN` 117.3 J'5 BARS. --------"f~ EVENLY SPACED a FOR SIaEEr LIGHT SI.MDARD ----- a DECAL NUMBERING DETAIL` REH;7('. 2 1/2" CLR - - 16' 11Y`bF RENTON STD KAN" — 121. " 7" BASE DIAMETER, IB' -0:" -LONG ---�\ (CaVNU66§). SMOOTH RouND FOUNDkTON DETXi TAB D (0,14 -/Ft), 0.188" WALL DTES '•'ALUMINUM POLE z' DU HOLE rPE INFORCED.HAt4N649 .-----------1 ��r Y KCfli C4SV£RI 1/4" STEEL PLATE \ ._-,,BOLT CP! LE (DIA INSTALL,ANCHOR BOLT COVERS -1 SIZE 7O UMINAIRE (PROVIOEQ BY POLE �� \ �. B�A�1SE PLATE OAUFACTU�T4ER) \ �1 SIDEWALK OWENSION) \ CR INSTALL GROUT. ---- --,� \ PLANTER ANCHOR BOLT T�MPLAT_ DETAIL PROVIDE I/2" OlkDRAIN \ STI'' _ TUBE THROU", GROUT OF FOUNDATION ANCHOR BOLT, 4 TOTAL, I- D111..,,^ti FOR FOUNDARON DETA(t, --'� - T•Tp} Yz SEE THIS SHEET I' I1EX NUTS. STEEL (6 REO -D -n PER >TEN BOLT), A_ FLAT S (6 REO -D PER ANCHOR BOLT) Lt' "�"� ANCPR 4PLT ASSEMBLY DETAIL x.-,. POLE LLEfi VATION FOUNQATIQN DETAILS ,--� ARTERIAL STREET STD. PLAN - 117.2 PUBLIC WORKS DECORATIVE PEDESTRIAN LUMINAIRE POLE DEPARTMENT AO DETAILS e MOUNTING HEIGHT 15 FEET INSTALL DECAL NUMBERS VERTICALLY. INSTALL IN DRY WEATHER, 50' F OR ABOVE. (1 j NUMBERING EXAMPLES -+ y °F 45 TRAFFIC__ FLOW PLAN VIEW LED TYPE I WATTAGE 1-3/4" TO 2" 2" TO 2-7/8" 2-1/2" TO 3" DECAL: REFLECTORIZED GOTHIC GOLD OR WHITE LEGEND ON BLACK BACKGROUND PUBLIC WORKS STREET LIGHT STANDARD SM" PIAN 121 $=•` + DEPARTMENT DECAL NUMBERING SYSTEM P 0 ED: / CAUT/0N: LOCATION OF EXISTING UTILITIES SHOWN IS APPROXIMATE AND MAY NOT BE ACCURATE OR ALL INCLUSIVE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO POTHOLE AS REQUIRED AND FIELD VERIFY LOCATION OF UTILITIES PRIOR TO PROCEEDING WITH CONSTRUCTION. UNDERGROUND UTILITY NOTE: YOU MUST CALL 1-800-424-5555 NOT LESS THAN 72 HOURS BEFORE BEGINNING EXCA VA TION WHERE ANY UNDERGROUND UTILITIES MAY BE LOCATED. FAILURE TO DO SO COULD MEAN BEARING SUBSTANTIAL REPAIR COSTS (UP TO THREE TIMES THE COST OF REPAIRS TO THE SERVICE). RECOMMENDED FOR APPROVAL BY BY BY CHECKED FOR COMPLIANCE TO CITY STANDARDS `• DATE P ~ 116 DATE DATE TraffEx NORTHWEST TRAFFIC EXPERTS 11410 NE 124th St., #590, Kirkland, WA 98034 Phone: 425.522.4118 Fax: 425.522.4311 r- 0,, 7=-3gOOob I O U I Z M O Iv Ld w X LQi) Z r- d- 0 N N =J z 0 0 ry O z LUMINAIRE WARES WILL BE A CONTINUOUS RUN FROM FUSE HOLDER TO FIXTURE MATH I' NO SPUCES. F GROUND ROD ,I FUSE KITS QUICK DISCONNECT TO LUMINAIRE t 3 AMP IN LINE FUSE KITS LUMINAIRE MARES WILL BEip2 S.E.C. OR EQUAL AWG IN A JACKETED CAB' si i REFER TO WSDOT LOCKING UD STANDARD UTY fJUNCTION BOX TYPES 1 dt 2 T GREEN INSULATED WIRE t TO FIXTURE GROUND WC i II 14ANDARD PIAN J-40.10-03 - GROUND LUG •, DRAIN ROLEM SPLICE KITS CLEAR EPDXY 2" MIN. GROUT TOP OF CONCRETE FO HDATION TO S�PLiCE KfTS ON ALL THRU - UNDER POLE BASE BE LEVELIWiTH 7QP 0 SIEIEWALK 4' CONCRETE PAD URB; 5` B 2' MIN. + BARE COPPER �'. GROUND WIRE II II GROUND 3�es II 4• 1 -#8 ECUIPMEN WLREW/GREEN INSULATION --2" PVC CONDUIT FROM SERVICE CABINET SYSTEM 'f 2 - LIGHTING SYSTEM �J WIRES TO CONTACTOR (SIZED AS REQ'D) CONCRETE FOUNDATION 3' SQ. OR Of 5/8"><H' COPPEjt CLAD GROUNDROD NOTES; 1. EQUIPMENT GROUND WIRE & BARE WIRE SHALL BE SECURELY FASTENED TO THE GROUND LUG INSIDE THE POLE HANDHOLE. ALL BONDING & GROUNDING CONNECTIONS SHALL REMAIN ACCESSIBLE FOR INSPECTION AND MAINTENANCE. r 2. IF THE FIXTURE MANUFACTURER HAS MADE PROVISION FOR I THE ATTACHMENT OF A GROUND WIRE A GREEN INSULATED WIRE OF THE SAME SIZE SHALL BE RUN FROM THE FIXTURE ' TO THE GROUND LUG INSIDE THE POLE HANDHOLE, IF THE FIXTURE MANUFACTURER HAS A GROUND LUG A #8 GREEN INSULATED WIRE SHALL BE RUN FROM THE FIXTURE GROUND LUG TO THE POLE GROUND LUG. STD. PLAN — 119 PUBLIC WORKS TYPICAL LIGHTING APPROVII D:: DEPARTMENT UNDERGROUND SYSTEM 7 4 .-+ '4 4• OOO . Z F 4• 3• O e a • < d if STREET LIGHT POLE JUNCTION BOX PLAN VIEW 4" DEEP 4 4 + ,. 4 SIDE VIEW J LIGHTING STANDARD & JUNCTION BOX PLAN VIEW 1' INDIVIDUAL JUNCTION BOX DOTE: CLASS 'B' CONCRETE TO BE USED IN CONSTRUCTION OF PAD P 0 + PUBLIC WORKS CONCRETE PAD DETAILS OVED: DEPARTMENT TE EPDXY INLINE SPLICE r - r'1 /'1 \/ \/ r - l l 1 SPLICE KIT 1 WYE SPLICE DIAMETER = 7/8" I-- 4-7/8)$ LOAD LINE 1/4" FUSE 1 /41) 1 /8,> Oo 0 1 /8„ CUTTING RINGS FUSE KIT FUSE KIT & SPLICE KIT DETAILS �� Y O� ADOPTED CITY OF RENTON ,p — Standard plans LST DATE:11 5 96 REVISION BYTRp DWG. NAME: JR -12 SP PAGE: JO13 T < ' W _ U 00 q y z i N J U $ r z� w IS N O O O Q N N N r Oft, om z W s KWON 'ZsN WWpN I/ {/ WU �QFl::. ipy mw S LgR B Ja 0—O O.- 0 S�YQ~ i t 0k 2) 5, o—o �N 3 wg aaaa-, oar? dab o aw3z OOJ 00 cf z.E ax $gq g M a.n Z t'+ V) W 5 v) z M Z W /Z_ I I Ell C W 1171 6 z 0 0 ry O z LUMINAIRE WARES WILL BE A CONTINUOUS RUN FROM FUSE HOLDER TO FIXTURE MATH I' NO SPUCES. F GROUND ROD ,I FUSE KITS QUICK DISCONNECT TO LUMINAIRE t 3 AMP IN LINE FUSE KITS LUMINAIRE MARES WILL BEip2 S.E.C. OR EQUAL AWG IN A JACKETED CAB' si i REFER TO WSDOT LOCKING UD STANDARD UTY fJUNCTION BOX TYPES 1 dt 2 T GREEN INSULATED WIRE t TO FIXTURE GROUND WC i II 14ANDARD PIAN J-40.10-03 - GROUND LUG •, DRAIN ROLEM SPLICE KITS CLEAR EPDXY 2" MIN. GROUT TOP OF CONCRETE FO HDATION TO S�PLiCE KfTS ON ALL THRU - UNDER POLE BASE BE LEVELIWiTH 7QP 0 SIEIEWALK 4' CONCRETE PAD URB; 5` B 2' MIN. + BARE COPPER �'. GROUND WIRE II II GROUND 3�es II 4• 1 -#8 ECUIPMEN WLREW/GREEN INSULATION --2" PVC CONDUIT FROM SERVICE CABINET SYSTEM 'f 2 - LIGHTING SYSTEM �J WIRES TO CONTACTOR (SIZED AS REQ'D) CONCRETE FOUNDATION 3' SQ. OR Of 5/8"><H' COPPEjt CLAD GROUNDROD NOTES; 1. EQUIPMENT GROUND WIRE & BARE WIRE SHALL BE SECURELY FASTENED TO THE GROUND LUG INSIDE THE POLE HANDHOLE. ALL BONDING & GROUNDING CONNECTIONS SHALL REMAIN ACCESSIBLE FOR INSPECTION AND MAINTENANCE. r 2. IF THE FIXTURE MANUFACTURER HAS MADE PROVISION FOR I THE ATTACHMENT OF A GROUND WIRE A GREEN INSULATED WIRE OF THE SAME SIZE SHALL BE RUN FROM THE FIXTURE ' TO THE GROUND LUG INSIDE THE POLE HANDHOLE, IF THE FIXTURE MANUFACTURER HAS A GROUND LUG A #8 GREEN INSULATED WIRE SHALL BE RUN FROM THE FIXTURE GROUND LUG TO THE POLE GROUND LUG. STD. PLAN — 119 PUBLIC WORKS TYPICAL LIGHTING APPROVII D:: DEPARTMENT UNDERGROUND SYSTEM 7 4 .-+ '4 4• OOO . Z F 4• 3• O e a • < d if STREET LIGHT POLE JUNCTION BOX PLAN VIEW 4" DEEP 4 4 + ,. 4 SIDE VIEW J LIGHTING STANDARD & JUNCTION BOX PLAN VIEW 1' INDIVIDUAL JUNCTION BOX DOTE: CLASS 'B' CONCRETE TO BE USED IN CONSTRUCTION OF PAD P 0 + PUBLIC WORKS CONCRETE PAD DETAILS OVED: DEPARTMENT TE EPDXY INLINE SPLICE r - r'1 /'1 \/ \/ r - l l 1 SPLICE KIT 1 WYE SPLICE DIAMETER = 7/8" I-- 4-7/8)$ LOAD LINE 1/4" FUSE 1 /41) 1 /8,> Oo 0 1 /8„ CUTTING RINGS FUSE KIT FUSE KIT & SPLICE KIT DETAILS �� Y O� ADOPTED CITY OF RENTON ,p — Standard plans LST DATE:11 5 96 REVISION BYTRp DWG. NAME: JR -12 SP PAGE: JO13 T < ' W _ U 00 q y z i N J U $ r z� w IS N O O O Q N N N r Oft, om z W s KWON 'ZsN WWpN I/ {/ WU �QFl::. ipy mw S LgR B Ja 0—O O.- 0 S�YQ~ i t 0k 2) 5, o—o �N 3 wg aaaa-, oar? dab o aw3z OOJ 00 cf z.E ax $gq g M a.n Z t'+ W 5 z � E-• I I Ell l3, 6 !! 1111��' z 0 0 ry O z LUMINAIRE WARES WILL BE A CONTINUOUS RUN FROM FUSE HOLDER TO FIXTURE MATH I' NO SPUCES. F GROUND ROD ,I FUSE KITS QUICK DISCONNECT TO LUMINAIRE t 3 AMP IN LINE FUSE KITS LUMINAIRE MARES WILL BEip2 S.E.C. OR EQUAL AWG IN A JACKETED CAB' si i REFER TO WSDOT LOCKING UD STANDARD UTY fJUNCTION BOX TYPES 1 dt 2 T GREEN INSULATED WIRE t TO FIXTURE GROUND WC i II 14ANDARD PIAN J-40.10-03 - GROUND LUG •, DRAIN ROLEM SPLICE KITS CLEAR EPDXY 2" MIN. GROUT TOP OF CONCRETE FO HDATION TO S�PLiCE KfTS ON ALL THRU - UNDER POLE BASE BE LEVELIWiTH 7QP 0 SIEIEWALK 4' CONCRETE PAD URB; 5` B 2' MIN. + BARE COPPER �'. GROUND WIRE II II GROUND 3�es II 4• 1 -#8 ECUIPMEN WLREW/GREEN INSULATION --2" PVC CONDUIT FROM SERVICE CABINET SYSTEM 'f 2 - LIGHTING SYSTEM �J WIRES TO CONTACTOR (SIZED AS REQ'D) CONCRETE FOUNDATION 3' SQ. OR Of 5/8"><H' COPPEjt CLAD GROUNDROD NOTES; 1. EQUIPMENT GROUND WIRE & BARE WIRE SHALL BE SECURELY FASTENED TO THE GROUND LUG INSIDE THE POLE HANDHOLE. ALL BONDING & GROUNDING CONNECTIONS SHALL REMAIN ACCESSIBLE FOR INSPECTION AND MAINTENANCE. r 2. IF THE FIXTURE MANUFACTURER HAS MADE PROVISION FOR I THE ATTACHMENT OF A GROUND WIRE A GREEN INSULATED WIRE OF THE SAME SIZE SHALL BE RUN FROM THE FIXTURE ' TO THE GROUND LUG INSIDE THE POLE HANDHOLE, IF THE FIXTURE MANUFACTURER HAS A GROUND LUG A #8 GREEN INSULATED WIRE SHALL BE RUN FROM THE FIXTURE GROUND LUG TO THE POLE GROUND LUG. STD. PLAN — 119 PUBLIC WORKS TYPICAL LIGHTING APPROVII D:: DEPARTMENT UNDERGROUND SYSTEM 7 4 .-+ '4 4• OOO . Z F 4• 3• O e a • < d if STREET LIGHT POLE JUNCTION BOX PLAN VIEW 4" DEEP 4 4 + ,. 4 SIDE VIEW J LIGHTING STANDARD & JUNCTION BOX PLAN VIEW 1' INDIVIDUAL JUNCTION BOX DOTE: CLASS 'B' CONCRETE TO BE USED IN CONSTRUCTION OF PAD P 0 + PUBLIC WORKS CONCRETE PAD DETAILS OVED: DEPARTMENT TE EPDXY INLINE SPLICE r - r'1 /'1 \/ \/ r - l l 1 SPLICE KIT 1 WYE SPLICE DIAMETER = 7/8" I-- 4-7/8)$ LOAD LINE 1/4" FUSE 1 /41) 1 /8,> Oo 0 1 /8„ CUTTING RINGS FUSE KIT FUSE KIT & SPLICE KIT DETAILS �� Y O� ADOPTED CITY OF RENTON ,p — Standard plans LST DATE:11 5 96 REVISION BYTRp DWG. NAME: JR -12 SP PAGE: JO13 T < ' W _ U 00 q y z i N J U $ r z� w IS N O O O Q N N N r Oft, om z W s KWON 'ZsN WWpN I/ {/ WU �QFl::. ipy mw S LgR B Ja 0—O O.- 0 S�YQ~ i t 0k 2) 5, o—o �N 3 wg aaaa-, oar? dab o aw3z OOJ 00 cf z.E ax $gq g M a.n Z t'+ W 5 z � E-• Z l3, 6 !! CONDUIT ENTR. AREA 4 o'o ' PLAN VIEW SIZE TO FIT SIZE TO FIT CABINET CABINET —Grade Level a N N �•4 4 FRONT VIEW SIDE VIEW STREET LIGHT CONTACTOR FOUNDATION —aShim to plumb Shim to plumb —see Note 3 $" Note 3 +I /4 hoops +1 ,F4 hoops `o #4 bar each corner _ _ o f4 bar each comer 4V_MiN I. to 2` /-6" MINt" to 2" 3/8" diameter plastic train 3/H" diometar plastic droln SIDE[ M I' -$"Cabinet i2 ddepth i'-8` 6u Cabinet Z depth 1�-6�� 5 /''1 bar each /4 bar each carrier corner « tv + /4 hoops +17 y4 hoops U Li e I e Pl A[y VIS PLAN MEW PAD MOUNT PAD MOUNT CONTROLLERAOINET FOUNOATION BATTf..RY BACKUP SYSTEM BBS) FOUNDATION For NOTES see Std. Plan 126.2 CO PUBLIC WORKS CABINET FOUNDATION DETAILS aovE PLAN — 128.1 64DEPARTMENT _ _ /111 Op14ALp /NORTH WES T TRA FF/G Ex)=Anv TS � � 251 11410 NE 124th St., #590, Kirkland, WA 98034 FS %oniAi.R��'G\ Phone: 425.522.4118 Fax: 425.522.4311 STREET LIGHTING CONTACTOR CABINET WIRING SCHEMATIC TYPE III SERVICE 120/24!0 VOLT 100 A MAIN BREAKER (MIN.) 2 POLE 240 VOLT 0 0 BRANCH BREAKERS 120/240 VOLT TEST 16 POLE SWITCH B A TERMINAL BLOCK-- o CIRCUIT WIRES TO LIGHTING RUNS PHOTO -CELL MOUNTED ON NEAREST LUMINAIRE a m a z II C 11 UTILITY PLUG (GFI) STREET LIGHTING CONTACTORS TO GROUND ROD WIRING COLOR CODE A. WHITE JACKET (NEUTRAL) B. BLACK JACKET (LINE) C. GREEN JACKET (GROUND) D. RED JACKET (LOAD) E. GREEN OR BARE WIRE (GROUND) PUBLIC WORKS STREET LIGHTING CONTACTOR STD. PLAN — 128 VE + ' DEPARTMENT CABINET SCHEMATIC J � A RECOMMENDED FOR APPROVAL BY BY BY CHECKED .FOR COMPLIANCE TO CITY STANDARDS . DATE DATE DATE