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HomeMy WebLinkAboutzR-4179SetQ 0 v I 4196 LINCOLN A VE NE RENTON ,r WA 98056 ROAD &STORM CONSTRUCT/ON PLANS INERT/CAL DA TUM NA VD 88, 6WSS DER/TIED BASIS OF BEARING NWV655"W BETWEEN THE TWn FOUND MOVUMENTS /N THE CENTERLINE OF SE 807H ST CITYOFRENTON MONUMENTS 1834 - 1/2" BRASS PLUG /N CONCRETE /N CASE. N.• 196744.737 E 1303750.619 1893 - 4" BRASS CAP IN CONCRETE IN CASE. N.• 1967689.307 E 1306363.260 REFERENCES SEE SHEET 01.10 LEGAL DESCRIPTION SEE SHEET C1.10 EXCEPTIONS CONTAINED INA TITLE fE -WEET 01.10 NOTES SEE SHEET C1.10 S/TESTA TIS TICS PARCEL N0.• M45700015, 3345700016, 3345700017, 3,345700018, JM700020 SITE ADDRESS. 4196 LINCOLN A VE NE RENTON, WA 98056 SETBACKS- REAR = 20' MIN (Y PROPOSED FRONT = 20' MIN (4' PROPOSED) SECONDARY FRONT = 15' MIN (10' PROPOSED) SIDE = 5' MIN (5' PROPOSED) PROPOSED USE SINGLE FAMIL Y GROSS STE AREA: 438,101 S.F. (10.06 AC) NET AREA: 344, 903 S.F. (7.92 AC) PROPOSED DENSITY 6. 9 D. U./ACRE (USEABLE SITE AREA) EX/STING ZONING- R-8 PUBLIC ROW 74,725 S.F. PROPOSED UNITS- 55 REC SPACE REOUIRED.• 43,821 S.F. REC SPACE PROVIDED• 46,137 S.F. IMPERVIOUS SURFACE 1169,500 S.F. (SITE f ROW) SCHOOL DISTRICT RENTON SCHOOL DISTRICT PARKING SPACES • 2 PER LOT STRIPPING VOLUME f23, 054 C. Y. (PROVIDED FOR PERMIT ONL Y) CUT VOLUME 174,446 C. Y. (PROVIDED FOR PERMIT ONL Y) RILL VOLUME 114, 4aI C. Y. (PROVIDED FOR PERMIT ONL Y) UTILITY CONTACTS PWERINATER.• CABLE - COAL CREEK UTILITY DISTRICT COMCAST 6801 132ND PLACE SE 3630 FACTORIA BL VD SF NEWCASTLE, WA 98059 BELLEWE, WA PH. (425) 235--9200 PH- (800) 934-6489 PONER• FIRE DEPARTMENT PUGET SOUND ENERGY CITY OF BELLEWE 1088.5 NE 47H ST 12412 NEWCAS7LE WAY BELLEWE, WA BELLEWE, WA 98006 PH- 1-888-225-5773 PH • (425) 452-6892 UNDERGROUND LOCATOR SERVICE CALL BEFORE YOU DIG. 811 1 REVISED PER CITY COMMENTS 2 REVISED PER CITY COMMENTS 3 REVISED PER CITY COMMENTS 4 REVISED PER CITY COMMENTS Im REVISION OWNER/APPLICANT GLACIAL IiEWURE ll, LLC 18300 REDMOND WAY, SUITE 120 REDMOND, WA 98052 CONTACT BEN PAULUS PHONE (360) 708-9130 ENGINEER/PLANNER/SURVEYOR/ LANDSCAPEARCHITECT CORE DESIGN INC. 12100 N.E. 1957H SI-REET, SUITE 300 807HELL, WA.WINGTON 98011 CONTACT GARY SHARNBRO/CH, P.E. - PROECT MANAGER CONTACT GLENN SPRAGUE, P.L.S. - SURVEYOR CONTACT HOLL/ HEA VRIN, P. E. - ENGINEER CONTACT BOB NIX - PLANNER CONTACT LINDSEY SOLORIO, P.L.A. - LANDSCAPE ARCHITECT PHONE• (425) 885-7877 GEOTECHNICAL ENGINEER TERRA ASSOCIATES, INC 12220-113TH AVE NE, SUITE 130 KIRKLAND, WA 98034 CONTACT CAROL YN DECKER, P.E. PHONE (425) 821-7777 ARCHITECT MIL BRA NOT ARCHITECTURE 25 CENTRAL WAY, SUITE 210 KIRKLAND, WA 98033 CONTACT DA VID WNCENT PHONE (425) 454-7130 TRANSPORTA TION ENGINEER TENW 111400 SE 8TH STREET, SUITE 200 BELLEWE, WA 98004 CONTACT CHRIS BICKET PHONE (425) 250-5002 ADJACENT LAND USE NORTH - SINGLE FAMIL Y RESIDENTIAL, R-8 EAST - SINGLE FAMILY RESIDENTIAL, R-4 �Z 76TH ST cwn �o 1,AKEToN WASHING� SE 80TH ST J� SITE N m� z LLJ < z j p cD �G Q (/) r Z �W o m E 40TH STco Q o N 38TH ST a LL- �F,� SE 85TH S � I � SE 87TH S — SE 88TF ST N 36TH ST N 35TH ST SE 89T T N 34TH ST I CAUT/ON,• UTILITY CONFLICTS I LOCATIONS OF UTILITIES AS SHOWN 6VV THESE PLANS ARE BASED 6VV UNVERIFIED PUBLIC INFORMA TIO/V AND SHALL BE R1ELD VmhfD BY THE CONTRACTOR. PRIOR TO CONSTRUCTION, 06YVTRACTOR SHALL CONTACT ALL UTILITY COMPANIES, AND CALL UTILITY LOCATE ® 811. PRIOR TO CONSTRUCTION, 06YVTRACTOR SHALL POTHOLE EXISTING UTILITIES, CD/VTACLING THE SURVEYOR OF RECORD TO SURVEY THE HOR/ZO/VTAL AND VERTICAL LOCATIONS AND VERIFY THE LOCATION, DIMENSION, AND DEPTH OF ALL EX/STING ULIL/TIES 0/V THE PROJECT SITE. IN ADD/LION, CONTRACTOR SHALL POTHOLE LOCATIONS OF NEW UTILITY CROSSINGS TO VERIFY NO CONFICTS EXIST. lF CONFLICTS EXIST, THE 06YVTRACTOR SHALL CONSULT CORE DESIGN, INC. TO RESOLVE CONfZ/CTS PRIOR TO PROCEEDING NTH CONSTRUCTION. MEM 7/15/21 HHH EN R SPRAGUE P.L.S. � AS NOTED MEM 2/15/22 H H H gym, HOLLI HEAVRIN MEM 4/11/22 H H H— MEM 4/28/22 H H H °""` MARY MOORS ONE INCH AT FULL SCNi IF NOT ONE INCH sry r ACIMM 0L1 CHECKED: HOLLI HEA VRIN BY DATE AP P R wPRofin: HOLLI H. HEAVRIN P.E. HOMAL: 1 W � RQ/101 DATUM CITY OF RENTON Planning/Building/Public Works Dept. VICINITYMAP SCALE I" =1000' SHEET INDEX ENGINEERING PLANS 1 01.01 COVER SHEET 2 01.02 CONDITIONS OF APPROVAL 3-4 01.10-Cl.11 BOUNDARY TOPOGRAPH/C SURVEY 5 C1.20 OVERALL SITE PLAN 6-9 C1.21-C1.24 HORIZONTAL CONTROL PLAN 10-13 C1.31-C1.34 SITE PLAN 14-17 C2.01-C2.04 TEMPORARY EROSION & SEDIMENTATION CONTRot PLAN 18 C2.31 TEMPORARY EROSION & SEDIMENTATION CONmOL NOTES 19 C2.32 TEMPORARY EROSION & SEDIMENTATION CONmOL STANDARD DETAILS 20-23 0 01-C3 04 GRADING PLAN 24 C331 TYPICAL ROAD SECTIONS 25-26 032-033 SITE DETAILS 27-28 C334-C335 GRADING DETAILS 29-30 0 41-C3 42 ROAD STANDARD DETAILS 31-34 C4.01-C4.04 ROAD & STORM DRAINAGE PLAN 35--37 C4.10-C4.12 STORM DRAINAGE SERVICE PLAN 38--43 C4.21-C4.26 ROAD & STORM DRAINAGE PROLES 44 C4. 31 STORM DRAINAGE VAUL T PLAN (SOUTH VAULT) 45 C4. 32 STORM DRAINAGE DETAILS (SOUTH VAULT) 46 C4.33 STORM DRAINAGE VAULT PLAN (NORTH VAULT) 47 C4.34 STORM DRAINAGE DETAILS (NORTH VAULT) 48 C4.35 ROAD & STORM DRAINAGE DETAILS 49-50 C4.36-C4.37 STORM DRAINAGE STANDARD DETAILS 51-52 06.01-06.02 WATER PLAN 53--54 06.21-06.22 WATER PROFILES 55 C6.31 WATER STANDARD DETAILS 56 C6.32 WATER STANDARD DETAILS & NOTES 57 C7.01 COMPOSITE UTILITY PLAN 58-61 C7.02-C7.05 UTILITY CROS9NG DATA 62 C6 01 SIGNAGE & CHANNEZIZA LION PLAN LANDSCAPE PLANS 63 L 1.01 TREE RETENTION PLAN 64 L 1.02 TREE DENSITY EXHIBIT 65 L 1.03 SOIL DIVERSITY PLAN 66 L2.01 COMPOSITE STREETSCAPE PLAN 67-69 L2.02-L2.04 STREETSCAPE PLANS 70 L2.05 STREETSCAPE NOTES & PLANT SCHEDULE 71 L2.06 COMPO.9TE LANDSCAPE PLAN & NOTES 72-75 L2.07--L2.10 LANDSCAPE PLANS 76 L2.11 LANDSCAPE PLANT SCHEDULE 77-82 L2.12-L2.17 TRACT ENLARGEMENTS & .ECTIONS 83--85 L2.31-L2.33 LANDSCAPE DETAILS 86 L3OI IRRIGATION COMP059TE PLAN 87-90 L302-L305 IRRIGATION PLANS 91 006 IRRIGATION SCHEDULE 92 L3 07 IRRIGATION NOTES 93 L331 IRRIGATION DETAILS 94-97 L4.01-L4.04 OPEN .PACE PLANS PLANS BY OTHERS 98-99 1-2 FINAL MITIGATION PLAN - STREAM S 100-101 3--4 FINAL MITIGATION PLAN - WETLANDS B & D 102-103 5-6 FINAL MITIGATION PLAN - Off YTE BENEFIT PARCEL 104-107 7-10 ILLUMINATION PLANS pK INS �, • MAI CIVIL ENGINEERING LANDSCAPE ARCHITECTURE PLANNING 'Con 99 DESIGN SURVEYING RT. ' 12100 NE 195th St, Suite 300 Bothell, Washington 98017 425.885.781-7 4/28/2 T-417 9 01 W-417 9 01 R-417 9 01 IN COMPLIANCE WITH CITY OF RENTON STANDARDS SURFACE WATER UTILITY DEVELOPMENT ENGINEERING JFarah 05/06/2022 msippo 05/10/2022 REGIONAL FIRE AUTHORITY e 2 ATER UTILITY APPROVED cthomas 05/09/2022 Faligafour05/10/2022 RE PUSS CANOPY 4128122 4196L/NCOLNAVENE, RENTON, WA 98056 FlmBK: Cs" 01 COINER SHEET SHEET. I OF.107 M C5 O N v N N V R 1 0 Q N v CONDITIONS OFAPPROVAL PER HEARING EXAMINERS DECISION 1. THE APPLICANT SHALL COMPLY NTH THE FOLLON7NG MIIGA ION MEASURES ISSUED AS PART OF THE DETERMINA AON OF NON -SIGNIFICANCE MIIGATED, DATED JUL Y 1,3, 2020 (EXHIBITS 1 AND J2).- A. CLEARING AND GRADING OF THE SUBECT PROPERTY SHALL BE LIMITED TO MAY 1 TO .EPTEMBER JO B. THE APPLICANT SHALL COMPL Y NTH THE RECOMMENDA TONS OF THE GEOTECHNICAL REPORT AND RETAINING WALL DEgGNS PREPARED BY TERRA ASSOCA TES DATED MAY 18, 2020 AND SECONDARY REVIEW COMMENTS PREPARED BY GEOENGINEERS DATED DECEMBER 19, 2020 AND APRIL 24, 2020 AND ANY fZ17URE ADDENDA TO SUCH REPORTS. C. THE APPLICANTS GEOTECHNICAL ENGINEER SSUALL REVIEW THE PROLECT S CIVIL CONSTRUCION PLANS TO VERIFY COMPLIANCE NTH THE GEOTECHNICAL REPORT(S) THE GEOTECHNICAL ENGINEER SHALL SUBMIT A SEALED LETTER STA hNG THAT HE/SHE HAS fiFKF#ED THE CIVIL CONSTRUChON PLANS AND IN THEIR OP/N/ON THE PLANS AND SPECIF/CAhONS MEET THE INTENT OF THE REPORT(S). D. THE APPLICANTS GEOTECHNICAL ENGINEER SSUALL IDEN)IY THOSE CONSTRUCION ACIVIIES #WERE OBSERVAION OIVSITE BY A LICENSED GEOTECHNICAL ENGINEER SHOULD OCCUR. THOSE ID&flRED ACflWhES SHALL BE CLEARLY STA7ED ON THE CIVIL CONSTRUCION PLANS. E. THE APPLICANTS GE0 ECHNICAL ENGINEER SHALL SEAL AND CERIFY ALL ROCKER/ES AND RETAINING WALLS REGARDLESS OF HEIGHT ON THE CIVIL CONSTRUCION AND BUILDING PERMIT PLANS AND PROVIDE LONG-TERM MAINTENANCE RECOMMENDAIONS FOR FUTURE HOMEOWNERS AS AN EXH/BIT IN THE FORTHCOMING COVENANTS CONDII WS,, AND RESTRICIONS DOCUMENT TO BE RECORDED NTl THE FINAL PLAT. F. THE APPLICANT SHALL SUBMIT A FINAL STREAM AND NE7ZAND MIIGA ION PLAN FOR THE OFF -SITE BENEFIT PARCEL CONCURRENTLY WIV THE CIVIL CONSTRUCION PERMIT APPLICATON THAT PROVIDES BUFFER ENHANCEMENT ACIVIhES CONSISTENT NTH BEST A VAILABLE SCIENCE; MIIGA ION, MAINTENANCE, AND MONITORING,- AND NA IVE GROWTH PROTFCION AREA STANDARDS SET FORTH IN RMC 4-,3--050. BUFFER ENHANCEMENT ON THE OFF -SITE BENEFIT PARCEL SHALL OCCUR CONCURRENTLY WITH COIVSTRUCION OF THE PUD/pRELIMINARY PLAT. LONG-TERM OWNERSHIP AND MANAGEMENT OF THE OFF -SITE BENEFIT PARCEL SHALL BE THE RESPONSIBILITY OF THE CANOPY SUBDIVISION HOMEOWNERS ASSOCAION UNLESS THE CITY DETERMINES IT /5 ABLE TO ASSUME OWNERSHIP AND PROVIDE THOSE SERVICES. G. THE APPLICANT SHALL INDICATE AREAS OF ALDER#00 SANDY LOAM ON THE DETAILED LANDSCAPING PLAN SUBMITTED WhY THE CIVIL C0467RUCTON PERMIT. THE PLAN ,WALL PROVIDE SPEC/F/CATONS FOR FRACTURING THE HARDPAN #MERE GRADING BRINGS THE ALDERNVOD HARDPAN NEAR THE SURFACE /N LOCA TONS OF NEW TREE PLANING TO PROVIDE SOIL VOLUME FOR ROOT DEVELOPMENT AND TO IMPROVE DRAINAGE AROUND THE TREES. THE APPLICANT SHALL SUBMIT A SURETY TO ENSURE THE SURVIVAL OF THE NEW TREES IN THE ALDERW00 SANDY LOAM AREAS FOR A MIN/MUM OF f7VF (5) YEARS. THE SURETY SHALL INCLUDE A WARRANTY FOR EACH NEW TREE, IRRIGA TON SYS7FM, AND MAINTENANCE FOR THE LIE (5) YEAR PERIOD. THE SURETY AND MAINTENANCE SPECIRICA IONS SHALL BE EXECUTED PRIOR TO FINAL PLA T RECORDING. H. THE APPLICANT SHALL CONSTRUCT FRONTAGE IMPROVEMENTS ALONG THE NORTHERN HALF OF NE 40TH STREET NEST OF THE PROLECT SITE FRONTAGE TO LINCOLN A VF NE MEEhNG RESIDENhAL ACCESS STREET STANDARDS EXCEPT FOR THOSE AREAS #WERE THE SIDEWALK AND/OR PLANTER STRIP COULD MEANDER AND VARY WIDTHS TO SAVE EXISING TREES IWTHIN THE ROW OR ABU777NG PROPERTY. 1. THE APPLICANT SHALL CONSTRUCT A PEDESTRIAN PATHWAY (WHIN THE ABU777NG EASTERLY UNIMPROVED ROW THAT HEL CONNECT TO THE PEDESTRIAN PATHWAY LOCA7FD IN THE UNIMPROVED SEC TON OF NE 4,3R0 ST IN AN ALIGNMENT AS GENERALL Y SHOWN ON THE LANDSCAPE PLAN A VOIDING WETLAND AND STREAM IMPACTS AS PRACICAL AND PROVIDING M/IGATON FOR UNAVOIDABLE IMPACTS. TRAIL MATERIALS ARE TO BE DETERMINED PRIOR TO SUBMITING CIVIL CONSTRUCION PERMIT AND SHALL HAVE MINIMAL IMPACT TO WETLAND, STREAMS, AND THEIR ASSOCIATED BUFFERS. 2. THE APPLICANT SHALL SUBMIT REVISED SITE PLANS, ELEVA TON PLANS, AND FLOOR PLANS NTH THE CML CONSTRUCTON PERMIT APPLICATON THAT INDICATE THE REVISED DEPTHS OF LOTS JO-40 N TH FRONT YARD SETBACKS OF 15-fFET AND GARAGE SETBACKS OF 20-fFET OR GREATER. THE MASSING OF THE HOMES SHALL BE REDUCED BY REPLACING THE GARAGE SIDE EXTERIOR WALL WITH A COLUMN AND THE fRONT PORCHES SHALL BE NON-REPETIVF AND PROVIDE ADDIIONAL DISINCIVF FEATURES SUCH AS MA7FRIAL VAR/A ION AND ROOF FORMS. OTHER MASS REDUCTON FEATURES NOT LISTED HEREIN HEL BE CONSIDERED BY THE CURRENT PLANNING PROUECT MANAGER. THE REVISED SETBACKS AND MASSING REDUCIOIVS SHALL BE REVIEWED AND APPROVED BY THE CURRENT PLANNING PROJECT MANAGER PRIOR TO PERMIT ISSUANCE. 3 THE APPLICANT SHALL SUBMIT A REVISED 9E PLAN IMTH HOME FLOOR PLANS AND EX7ER/OR ELEVAIONS NTH THE CIVIL CONSTRUCION PERMIT APPLICAION THAT INCORPORATES 12-FOOT FRONT YARD SETBACKS FOR ALLEY LOADED LOTS 49, 51, AND 52 AND 15-FOOT FRONT YARD SETBACKS FOR ALLEY LOADED LOTS 46,, 50, 53, 54, AND 55. A REDUCION IN REAR YARD SETBACKS AND/OR OTHER MODIRCA ION 70 ASSIST /N MEETNG THIS COND/ION MA Y ALSO BE CONSIDERED BY 7HE CURRENT PLANNING PRO, EC MANAGER. THE REVISED PLANS ,FALL BE REVIEWED AND APPROVED BY THE CURRENT PLANNING PROUECT MANAGER PR/OR TO PERMIT ISSUANCE. 4. THE APPLICANT SHALL REMOVE EXISING HOMES AND OUTBUILDINGS ON THE SUB,ECT PROPERTY AT 2020 NE 40TH ST AND 41JO LINCOLN AVF NE PR/OR TO SUBMIT77NG FINAL PLAT AND FINAL PLANNED URBAN DEVELOPMENT APPL/CATONS. THE APPLICANT SHALL ALSO REMEDY ANY ENCROACHMENTS ON THE CANOPY PUD SUBJECT PROPERTY INCLUDING BUT NOT LIM/TED TO POTEN77AL ENCROACHMENTS ALONG THE BOUNDARY NTH 4006 LINCOLN AVF NE PR/OR TO SUBM/TING FINAL PLAT AND FINAL PLANNED URBAN DEVELOPMENT APPLICA17ONS 5. THE APPLICANT SHALL SUBMIT AN OVERALL PLAT BUILDING COVERAGE AND IMPERVIOUS COVERAGE ANALYSIS W17H GRAPHIC REPRESENTATON NTH THE CIVIL CONS7RUCION PERMIT IDENIFYING THE ENIRE SUBJECT PROPERTY COMPLIES WITH THE MAX/MUM BUILDING COVERAGE OF 50-PERCENT AND IMPERVIOUS COVERAGE LIM/TA ION OF 65-PERCENT. THE ANAL PSIS AND GRAPHIC SHALL BE REVIEWED AND APPROVED BY THE CURRENT PLANNING PROJECT MANAGER PRIOR 70 PERMIT ISSUANCE AND RECORDED AS AN EXH/BIT WTH THE FINAL PLAT. 6. THE APPLICANT SHALL SUBMIT BUILDING HEIGHT AND S70RY CAL CULATONS FOR EACH OF THE HOMES WTHIN THE PLAT NTH THE CIVIL CONS7RUCTON PERMIT 70 ENSURE THE REOUESTED ,30-FOOT WALL PLATE, 6-FOOT ROOF PITCH, AND ,3--STORY HEIGHTS COMPL Y NTH THE PROPOSED MODIRICA ION. THE BUILDING HEIGHT AND 57ORY CALCULA TONS SHALL BE REVIEWED AND APPROVED BY THE CURRENT PLANNING PROJECT MANAGER PR/OR PERMIT ISSUANCE. 7. THE APPLICANT SHALL SUBMIT A DETAILED LANDSCAPING PLAN WITH THE CIVIL C04S7RUCION PERMIT APPLICAION THAT PROVIDES MEDIUM -SIZE MA AIRING TREES IN PLANTER STRIPS ABUTING THE NEW LOTS AND LARGE -SIZED MA AIRING TREES IN PLANTER STRIPS THAT ABUT TRACTS AND/OR STREET FRONTAGE ONLY. AT LEAST ONE (1) STREET TREE SHALL BE PLANTED PER LOT (55 TREES) ALONG ROAD A BASED ON ,PACING REQUIREMENTS AND IF SPACING REQU/REMENTS DO NOT PERMIT 55-TREES TO BE PLANTED ALONG ROAD A, THEN THE APPLICANT SHALL PROVIDE A FEE IN --LIEU FOR EACH REMAINING TREE IN THE a T Y URBAN FORESTRY PROGRAM FUND. ADDIIONALL Y, THE LANDSCAPE PLAN SHALL PROVIDE ROOT BARRIER SYSTEMS IMAH/N THE PLANTER STRIP TO IMPEDE TREE ROOTS FROM BUCKLING THE ABUTTNG SIDEWALKS. THE DETAILED LANDSCAPING PLAN SHALL BE REVIEWED AND APPROVED BY THE CURRENT PLANNING PROJECT MANAGER PRIOR TO PERMIT ISSUANCE. 8. THE APPLICANTS SUBMITTED DETAILED LANDSCAPING PLAN WITH THE CIVIL CONSTRUCION PERMIT SHALL PROVIDE A MIN/MUM OF ONE (1) SMALL SIZED MATURING TREE FROM THE CITY S APPROVED STREET TREE LIST, SHRUBS, AND GROUNDCOVFR ALONG THE #ESTERN PORIONS OF LOTS 1-6 ABUTTNG THE WALKWAY IN TRACT H. THE DETAILED LANDSCAPING PLAN SHALL BE fiFWE#ED AND APPROVED BY THE CURRENT PLANNING PROJECT MANAGER PR/OR TO PERMIT ISSUANCE. 9. THE APPLICANT SHALL SUBMIT SPEC/fTCATONS NTH THE DETAILED LANDSCAPING PLAN SUBMITTED NTH THE CIVIL CONSTRUCION PERMIT THAT PROVIDES A VENEER SURFACE ATTACHED TO THE EXPOSED PORTON OF VAUL T 1 IN TRACT H THA T CONSISTS OF BRICK DETAILING SUCH AS A GARDEN WALL BOND NTH DIAGONAL PA 77FRNS OR A COMPARABLE SURFACE APPROVED BY THE CURRENT PLANNING PROJECT MANAGER NTH SHRUB AND GROUNDCOVFR LANDSCAPING AT THE BASE OF THE EXPOSED WALL. THE SPECIFICA IONS SHALL BE REVIEWED AND APPROVED BY THE CURRENT PLANNING PROJECT MANAGER PR/OR TO PERMIT ISSUANCE. UNDERGROUND LOCATOR SERVICE CALL BEFORE YOU DIG. 811 10. THE APPLICANT SHALL REVISE THE PLANING SCHEDULE ON THE DETAILED LANDSCAPING PLAN TO BE SUBMITTED NTH THE CIVIL COY STRUCIO/V PERMIT TO PROVIDE GREATER PLANING OF NAIVE EVERGREEN TREES IN OPEN SPACE AND NAIVE GROWTH PROTECION AREA TRACTS LARGE SIZE MATURING TREES SUCH AS DOUGL4S FIR, #ES7FRN RED CEDAR, WESTERN HEMLOCK, AND OTHER COMPARABLE SPEC/ES AS APPROVED BY THE CURRENT PLANNING PROJECT MANAGER SHALL BE PROVIDED. THE DETAILED LANDSCAPING PLAN SHALL BE REVIEWED AND APPROVED PR/OR TO PERMIT ISSUANCE. It THE APPLICANTS CERIRIED ARBOR/ST SHALL REVIEW THE DETAILED LANDSCAPE PLAN 70 BE SU8M1T7FD WITH THE CIVIL CONS7RUCION PERMIT AND PROVIDE WRl77FN RECOMMENDA IONS ON TREE SPACING FOR THE NEW TREES (WHIN THE PLAT. AS A RESUL T OF THE ARBORIST S REVIEW, IF THERE REMAIN OUTSTANDING TREE REPLACEMENT CALIPER INCHES DUE 70 SPACING LIMITA IONS, THE REMAINING TREE REPLACEMENT CALIPER INCHES SHALL BE SA flSf70 VIA fFE-/N-LIEU /N THE CITY URBAN FORESTRY PROGRAM FUND. THE DETAILED LANDSCAPE PLAN AND CERIRIED ARBOR/ST TREE SPACING RECOMMENDA TONS SHALL BE fiFWE#ED AND APPROVED BY THE CURRENT PLANNING PROJECT MANAGER PR/OR TO PERMIT ISSUANCE. 12. THE APPLICANT SHALL SUBM/T A MIN/MUM TREE DENSITY EXHIBIT AS A COMPONENT TO THE DETAILED LANDSCAPING PLAN THAT /S TO BE SUBMITTED NTH THE CIVIL CONSTRUCION PERMIT. THE MIN/MUM TREE DENSITY EXHIBIT SHALL PROVIDE A DETAIL OF EVERY LOT IN THE PLAT AND HOW IT MEETS THE MIN/MUM 7*V (2) TREES PER 5, 000 SQUARE FOOT REQUIREMENT. THE MIN/MUM TREE DENS17Y EXHIBIT SHALL BE REVIEWED AND APPROVED BY 7HE CURRENT PLANNING PROJECT MANAGER PR/OR TO PERMIT ISSUANCE. 1,3. THE APPLICANT SHALL SUBM/T DETAILED SPECIRCA IONS OF ALL REDI-ROCK RETAINING WALL VENEERS REGARDLESS OF HEIGHT WhY THE CIVIL C0457RUCTON PERMIT APPL/CA IOIV. THE VENEERS SHALL HA VF A SCALE SIMILAR TO BRICK OR OTHER SMALL-SCALE MATERIAL AS APPROVED BY THE CURRENT PLANNING PROJECT MANAGER. THE DETAILED SPECIFICA IONS SHALL BE REVIEWED AND APPROVED BY THE CURRENT PLANNING PROJECT MANAGER PRIOR 70 PERMIT ISSUANCE. 14. THE APPLICANT SHALL SUBM/T A SURETY TO ENSURE THE SURVIVAL OF THE PLAN77NGS ON THE VEGETATED MECHANICALL Y STA81L/ZED WALLS FOR A MINIMUM OF LIE (5) YEARS. THE SURETY SHALL INCLUDE A WARRANTY FOR THE PLANTNGS AND MAINTENANCE OF THE WALL FOR THE LIE (5) YEAR PERIOD. THE SURETY AND MAINTENANCE SPECIRICA IONS SHALL BE EXECUTED PRIOR TO PLAT RECORDING. 15. THE APPLICANT SHALL SUBMIT A CR/ICAL AREAS EXEMPION REQUEST FOR 7HE RESTORA I6V AND MIIGA IDV ACIVIIES ON 7HE OFF -SITE BENEFIT PARCEL. THE CR/ICAL AREAS EXEMPIDV SHALL BE REVIEWED AND ISSUED PRIOR TO OR CONCURRENT NTH CIVIL C6N5TRUC776W PERMIT ISSUANCE. 16. PRIOR TO FINAL PLAT APPLICAION, IF IT IS DETERMINED THAT 7HE CANOPY HOMEOWNERS ASSOC/ATON WILL ON7V AND MAINTAIN THE aFTYTF BENEFIT PARCEL, THE APPLICANT SHALL SUBMIT THE FINAL PLAT DOCUMENT WIN THE OFFSITE BENEFIT PARCEL AS A TRACT WITHIN THE PLAT, NOhNG ITS NAIVE GROWTH PRO TECIO/V AREAS AND EQUAL OWNERSHIP FROM ALL PROPERTY OWNERS N97HIN THE SUBDIVISION. THE APPLICANT WALL INCLUDE THE OWNERSHIP AND MAINTENANCE RESPONS/B/LIIES /N THE COVENANTS COND/IDIVS, AND RES1RICIONS (CC&RS) TO BE RECORDED N7'7H 7HE FINAL PLAT. THE TRACT ADDIION AND CC&RS, IF NEEDED, SHALL BE REVIEWED AND APPROVED BY 7HE CURRENT PLANNING PROLECT MANAGER PRIOR RNAL PLAT RECORDING 17. THE APPLICANT SHALL SUBMIT A REVISED ARBORIST REPORT WhY THE CIVIL CONSTRUCIOIV PERMIT 7HAT ANALYZES 7HE HEALTH AND VIABILITY OF EXISING TREES IN AND AROUND 7HE NE 40IN ST FRONTAGE AND PROVIDES RECOMMENDATONS FOR THE #ELL -BEING OF THE TREES NHULE THE FRONTAGE IS UNDER CONSTRUCION INCLUDING MONITORING, TREE AND ROOT PROIECIDV IRRIGA TON, PRUNING, ETC. DURING AND POST CONSTRUCION TO ENSURE THE SAFETY AND VITALITY OF THE TREES. THE REW2ED ARBOR/ST REPORT .MALL BE REVIEWED AND APPROVED BY THE CURRENT PLANNING PRO, EC MANAGER PRIOR TO PERMIT ISSUANCE. 18. THE APPLICANT SHALL INSTALL APPROVED RRE SPRINKLER SYSTEMS FOR LOTS 41-47 AS SHOWN ON THE PRELIM/NARY PLAT (EXHIBIT 4) AND A PLAT NOTE SHALL BE INCLUDED ON THE RNAL PLAT DOCUMENT TWAT INDICATES HOMES ON LOTS 41-47 REQUIRE APPROVED RRE SPRINKLERS. THE PLAT NOTE SHALL BE REVIEWED AND APPROVED BY THE CURRENT PLANNING PROLECT MANAGER PR/OR TO PLAT RECORDING. 19. THE APPLICANT SHALL SUBMIT AN EMERGENCY AND VAULT ACCESS ROAD DETAIL EXHIBIT WITH THE CIVIL CONSIRUCION PERMIT APPLICA17ON. THE EXHIBIT .MALL PROVIDE DETAILS OF 7HE ROAD NO AND HAMMERHEAD TURNAROUND MEEING THE SPECIFTCAIO/VS OF THE RENTON REGIONAL RRE AUTHHORI7Y TWIN PAVED MATERIALS THAT ARE COMPLEMENTARY TO PEDESTRIAN AND OPEN SPACE SVWRONMENTS NHIILE MEEhNG THE NEEDS OF FIRE APPARATUS SUCH AS SCORED AND/OR STAMPED CONCRETE, PAVERS, OR OTHEER COMPARABLE MATERIALS AS APPROVED BY THE CURRENT PLANNING PROJECT MANAGER. THE ACCESS ROAD SHALL BE PULLED DUT OF TRACT H AND PLACED IN A SEPARATE TRACT AND EASEMENT THAT WILL LIMIT USE TO EMERGENCY, VAULT ACCESS, AND OPEN SPACE AND THE TRA0T/�ASEMEN T SHALL BE NAMED FOR THE PURPOSE OF ADDRESSING LOTS 1-6. THE EXHIBIT SHALL BE REVIEWED AND APPROVED BY THE CURRENT PLANNING PROUECT MANAGER PR/OR TO PERMIT ISSUANCE. TRACT AND EASEMENT LANGUAGE FOR THE ROAD SHALL BE REVIEWED AND APPROVED BY THE CURRENT PLANNING PROECT MANAGER PRIOR TO PLAT RECORDING. 20. THE APPL/CANT SHALL SUBMIT A TRAFFIC 06VV1ROL11PEDESTR/AN ENHANCEMENT EXHIBIT FOR ROAD A N IN THEE CIVIL CONSTRUCION PERMIT APPLICAION. THE EXHIBIT SHALL PROVIDE DETAILS OF THE TRAFFIC CONTROL MEASURES AND PEDESTR/AN CONNECTONS THAT CONNECT TRACT A TO TRACT H AND TRACT B TO TRACT F. 7HE ENHANCEMENT .MALL INCLUDE FEATURES SUCH AS RAISED CONCRETE PROVIDING A LEVEL CROSSING SIMILAR TO A 'fFSIVAL STREET'CROSS SECION WhY THE PLANTER STRIP REPLACED WhY STREET TREES IN GRATES AND/OR 07HER PEDESTRIAN AND 1RAFF/C CONTROL FEATURES AS APPROVED BY THE CURRENT PLANNING PROLECT MANAGER. THE ROAD A TRAFFIC CON TROL/pEDESTR/AN ENHANCEMENT EXHIBIT SHALL BE REVIEWED AND APPROVED BY 7HE CURRENT PLANNING PRO LCT MANAGER PRIOR TO PERMIT ISSUANCE. 21. 7HE APPLICANT SHALL SUBMIT A FINAL OPEN .PACE PLAN WITH THE CIVIL CONSTRUCION PERMIT APPLICAION THAT PROVIDES DETAILED LANDSCAPING PLANS, DETAIL .MEETS OF PLA YCROUND, EXERCISE EQUIPMENT, SEA ING, FENCING, TABLES, VIEW STA IONS, AND OTHER STREET FURNITURE, TRAIL AND GATHERING SPACE SURFACE MATERIALS, AND FINAL SQUARE FOOTAGE CALCULA17ONS OF EACH OPEN SPACE AREA. THE FINAL OPEN SPACE PLAN SHALL BE REVIEWED AND APPROVED BY THE CURRENT PLANNING PROXCT MANAGER PRIOR TO PERMIT ISSUANCE. 22. THE APPL/CANT SHALL SUBMIT CROSS SEC TONS N9TH THE RNAL OPEN SPACE PLAN FOR EACH OPEN SPACE AREA THAT INCLUDES SLOPE PERCENTAGE CALCULA TONS WhY THE CIVIL CONSTRUCION PERMIT APPLICAION. TERRACING WITH LIM/1ED HEIGHT RETAINING WALLS MAY BE REWIRED TO OBTAIN LEVEL GRADES IF IT IS DETERMINED BY THE CURRENT PLANNING PROUECT MANAGER AS AN OPhMAL ALIERNAIVE TO STEEPER GRADES IN 7HE OPEN SPACE AREAS. THE CROSS SEC IO/VS, SLOPE CAL CULATONS,, AND IF NEEDED, TERRACED RETAINING WALLS .MALL BE REVIEWED AND APPROVED BY THE CURRENT PLANNING PROLECT MANAGER PR/OR TO PERMIT ISSUANCE. 23. THE APPLICANT SHALL SUBMIT A REVISED PRIVATE OPEN SPACE PLAN NTH THE CIVIL CONSTRUCION PERMIT APPL/CA ION THAT PROVIDES DERNED EDGES FOR EACH OF THE LOTS GROUND FLOOR PRIVATE OPEN SPACES. DEMARCA TONS CAN INCLUDE LANDSCAPING, LOW LEVEL FENCING, HARDSCAPES, AND/OR 07HER fFA7URES APPROVED BY THE CURRENT PLANNING PROLECT MANAGER. THE REVISED PRIVATE OPEN SPACE PLAN SHALL BE REVIEWED AND APPROVED BY THE CURRENT PLANNING PROXCT MANAGER PRIOR TO PERMIT ISSUANCE. 24. THE APPLICANT SHALL SUBMIT REVISED HOME ELEVATONS FOR PLANS 2550, 2553, AND 2054 NTH THE BUILDING PERMIT APPLICA IONS THA T PROVIDES A HORIZONTAL BAND ON SIDE EZEVA IONS BET KEEN STORIES OR PROVIDES A MA 1ERIAL VAR/ATON /N ADDIION TO LAP SIDING. 7HE REVISED ELEVAIDNS SHALL BE REVIEWED AND APPROVED BY 7HE CURRENT PLANNING PROLECT MANAGER PR/OR TO PERMIT ISSUANCE. 25. THE APPLICANT SHALL SUBMIT A REVISED ARCHITECTURAL STREETSCAPE PLAN AND REVISED BUILDING ELEVATONS WITH THE APPLICABLE BUILDING PERMIT APPL/CATONS THAT REVISES COLOR PALLETS RELATED TO THE SUBSTANhAL USE OF MODERN GREY ON LOTS ,3, 4, 11, 12, 1.3, 15, 16, 49, AND 50 TO ENSURE THE ABU777NG HOMES CONTAIN A DIFFFRING COLOR. 7HE REVISED STREETSCAPE PLAN AND BUILDING ELEVATONS SHALL BE REVIEWED AND APPROVED BY THE CURRENT PLANNING PROUECT MANAGER PR/OR TO PERMIT ISSUANCE. 1 REVISED PER CITY COMMENTS 2 REVISED PER CITY COMMENTS 3 REVISED PER CITY COMMENTS 4 REVISED PER CITY COMMENTS REVISION MEM 7/15/21 HHH EN R SPRAGUE P.L.S. SCAM AS NOTED MEM 2/15/22 H H H gym, HOLLI HEAVRIN MEM 4/11/22 H H H MEM 4/28/22 H H H DwN: MAR MOORE ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY CHECKED: HOLLI HEA VRIN BY DATE APPR APPRGVM. HOLLI H. HEAVRIN P.E. NORQO�NTAL• N D ;eesM/101 DATUM 26. THE APPLICANT SHALL SUBMIT A STANDALONE FINAL MITGATON, MAINTENANCE, AND MONITORING PLAN FOR THE STREAM BUFFER AVERAGING OF STREAM S'NTl THE CIVIL CONSTRUCION PERMIT APPLICAION. THE PLAN SHALL INCLUDE ALL APPLICABLE ITEMS SET FORTH IN RUC 4-,3--050L AND 4-8-120D.19 NTH A MONI70RING PER/OD OF RVE (5) YEARS. THE PLAN SHALL ALSO PROVIDE RECOMMENDA TONS FOR PLACING LARGE W00DY DEBRIS IN AND AROUND THE ORDINARY HIGH WATER MARK OF STREAM S'FROM ANY TREE MEASURING FOUR (4) INCHES IN DIAMETER THAT IS REMOVED WITHIN 200-FEET OF THE STREAM. THE PLAN SHALL BE REVIEWED AND APPROVED BY THE CURRENT PLANNING PROJECT MANAGER PRIOR TO PERMIT ISSUANCE. 27. THE APPLICANT SHALL SUBMIT A STANDALONE RNAL NE7ZAND MIIGA ION, MAINTENANCE, AND MONITORING PLAN FOR WETLANDS B AND D NTH THE CIVIL CONSIRUCION PERMIT APPLICAIOIV. THE PLAN SHALL INCLUDE ALL APPLICABLE ITEMS SET FORTH IN RUC 4-J--050L AND 4-8-120D.23 NTH A MONITORING PERIOD OF f7VF (5) YEARS OR TMEL/NE AS SET FORTH BY ANY REQUIRED STATE AND/OR fEDERAL PERMIT(S). PERMANENT HETZAND IMPACTS SHALL NOT OCCUR TO WETLAND A UNIL SUCH IME ANY REQUIRED STATE AND/OR FEDERAL PERMITS AND/OR APPROVALS ARE ISSUED. THE RNA PLAN AND EVIDENCE OF REQUIRED STATE AND/OR fEDERAL PERMITS 28. THE APPLICANT SHALL SUBMIT A CONSOLIDATED CRIICAL AREAS EXEMPION REQUEST FOR PROPOSED ONS/TE AND OfTSITF PEDE5 R/AN TRAILS TNAT MLL ENCROACH INTO NE7L4NDS, WETLAND BUFFERS, AND GEOLOG/CALL Y HAZARDOUS AREAS. THE CRIICAL AREAS EXEMPTON SHALL BE REVIEWED AND ISSUED PRIOR 70 OR CONCURRENT NyTl CIVIL CONSTRUCIO/V PERMIT ISSUANCE. 29. THE APPLICANT SHALL SUBMIT A REVISED GEOTECHNICAL REPORT, WALL DESIM,, AND GRADING PLANS WITH THE CIVIL CONS7RUCION PERMIT RELATED TO THE INCREASED DEPTH OF LOTS 30-40. THE REVISED REPORT AND PLANS SHALL BE REVIEWED BY THE CITY S SECONDARY GE0 ECHNICAL REVIEWER WITH ALL COSTS ASSOCIATED FROM THE SECONDARY REVIEW PAID FOR IN ADVANCE BY THE APPLICANT. THE REVISED REPORT AND PLANS SHALL ALSO BE fiFKF#ED AND APPROVED BY THE CURRENT PLANNING PROJECT MANAGER PRIOR TO PERMIT ISSUANCE. 30. THE APPLICANT SHALL SUBMIT A DRAFT COND/IONS, COVENANTS AND RES1RICI0NS (CC&RS) DOCUMENTS NTH THE RNAL PLANNED URBAN DEVELOPMENT AND RNAL PLAT APPLICATONS. THE CC&RS SHALL PROVIDE OWNERSHIP AND MAINTENANCE RESPONS/B/LIIES FOR ALLEYS, OPEN SPACE TRACTS NAIVE GROWTH PRO TFCION AREA TRACTS, 570RMWATER FACILIIES, AND OTHER COMMON FAC/LITES OF THE SUBDIVISION. THE CC&R SHALL BE REVIEWED AND APPROVED BY THE CURRENT PLANNING PROJECT MANAGER PRIOR TO RECORDING THE DOCUMENT N77H THE RNAL PLAT. 31. ANY PROPOSED CHANGES TO KEY FEATURES OF THE PROJECT NOTED IN CONCLUSIONS I1,3 OF THE STAFF REPORT 70 THE HEARING EXAMINER SHALL BE REVIEWED AND CONSIDERED AS MAJOR MOD/f7CATONS 70 THE PLANNED URBAN DEVELOPMENT. 32. SANITARY SEVERS SHALL BE PROVIDED BY THE DEVELOER AT NO COST TO 7HE CITY AND DESIGNED IN ACCORDANCE WIN CITY STANDARDS. SIDE SEWER LINES SHALL BE INSTALLED EIGHT FEET (8) INTO EACH LOT IF SANITARY SEWER MAINS ARE AVAILABLE, OR PROVIDED WITH THE SUBD/VIS/0/V DEVELOPMENT. JJ ALL UILIIES DESIGNED TO SERVE THE SUBDIVISION SHALL BE PLACED UNDERGROUND. ANY UILIIES INSTALLED IN THE PARKING STRIP SHALL BE PLACED IN SUCH A MANNER AND DEPTH TO PERMIT THE PLANING OF TREES. THOSE UILIIES TO BE LOCATED BENEATH PAVED SURFACES SHALL BE INSTALLED, INCLUDING ALL SERVICE CONNECIDINS, AS APPROVED BY THE DEPARTMENT. SUCH INSTALLA TON SHALL BE COMPLETED AND APPROVED PRIOR TO THE APPLICAION OF ANY SURFACE MATER/AL. EASEMENTS MAY BE REQUIRED FOR 7HE MAINTENANCE AND OPERA TON OF UILIIES AS SPECIFIED BY THE DEPARTMENT. 34. ANY CABLE TV 06WOUITS SHALL BE UNDERGROUNDED AT THE SAME IME AS OTHER BASIC UILIIES ARE INSTALLED TO SERVE EACH LOT. CONDUIT FOR SERVICE 06VVNECTONS SHALL BE LAID TO EACH LOT LINE BY SUBDIVIDER AS TO OBVIATE THE NECESSITY FOR DISTURBING THE STREET AREA, INCLUDING .9DEWALKS, OR ALLEY IMPROVEMENTS WHEN SUCH SERVICE CONNECIONS ARE EXTENDED TO SERVE ANY BUILDING. 7HE COST OF TRENCHING, CONDUIT, PEDESTALS AND/OR VAUL TS AND LATERALS AS #ELL AS EASEMENTS THEREFORE REQUIRED TO BRING SERVICE TO THE DEVELOPMENT SHALL BE BORNE BY THE DEVELOPER AND/OR LANDO#NER. THE SUBDIVIDER SHALL BE RESPONSIBLE ONLY FOR 06WOUIT TO zRVF HIS DEVFL 6PMENT. 06WDUIT ENDS .MALL BE ELBOWED TO RNAL GROUND ELEVA IOIV AND CAPPED. 35. ALL COMMON AREA AND OPEN SPACE SHALL BE LANDSCAPED IN ACCORDANCE WITH THE LANDSCAPING PLAN SUBMITTED BY THE APPLICANT AND APPROVED BY THE CITY. PRIOR TO THE ISSUANCE OF ANY OCCUPANCY PERMIT, THE DEVELOPER SHALL FURNISH A SECURITY DEVICE TO THE CITY IN AN AMOUNT EQUAL TO THE PROVISIONS OF RMC 4-9-060. LANDSCAPING SHALL BE PLANTED WITHIN ONE YEAR OF THE DATE OF RNAL APPROVAL OF THE PLANNED URBAN DEVELOPMENT, AND MAINTAINED FOR A PERIOD OF TH0 (2) YEARS 7HEREAFTER PRIOR TO THE RELEASE OF THE SECURITY DEVICE. A .ECURITY DEVICE FOR PROVIDING MAINTENANCE OF LANDSCAPING MAY BE WAIVED IF A LANDSCAPING MAINTENANCE CONTRACT WITH A REPUTABLE LANDSCAPING FIRM LICENSED TO DO BUMNESS IN 7HE CITY OF RENTON IS EXECUTED AND KEPT ACNE FOR A T1W (2) YEAR PERIOD. A COPY OF SUCH CONTRACT .MALL BE KEPT ON FILE WhY THE DEVELOPMENT SERVICES DIVISION. LANDSCAPING SHALL BE MAINTAINED PURSUANT TO REQUIREMENTS OF RMC 4-4-070. J6. PR/OR TO 7HE ISSUANCE OF ANY OCCUPANCY PERMITS, ALL COMMON FAC/LIIES, INCLUDING BUT NOT LIM/1ED TO UNITES, STORM DRAINAGE, STREETS RECREATON FACILIhES, ETC., SHALL BE COMPLETED BY 7HE DEVELOPER OR, IF DEFERRED BY THE PLANN/NGAUILDING11PUBLIC #VRKS ADMINISTRATOR OR HISAER DESIOVEE, ASSURED THROUGH A SECURITY DEVICE TO THE CITY EQUAL TO THE PROVISIONS OF RMC 4-9-6160. 37. ALL COMMO/V FACILIIES NOT DEDICATED TO THE CITY SHALL BE PERMANENTL Y MAINTAINED BY THE PLANNED URBAN DEVELOPMENT OWNER, IF THERE IS ONL Y ONE O#NER, OR BY THE PROPERTY ON7VERS'ASSOCIA ION, OR THE AGENT(S) ]HEREOF. IN THE EVENT THAT SUCH FACILIIES ARE NOT MAINTAINED IN A RESPONSIBLE MANNER, AS DETERMINED BY 7HE CITY, THE CITY SHALL HAVE THE RIGHT TO PROVIDE FOR THE MAINTENANCE ]HEREOF AND BILL THE OWNER OR PROPERTY ONVERS'ASSOCIATON ACCORD/NGL Y. SUCH BILL, IF UNPAID, SHALL BECOME A LIEN AGAINST EACH INDIVIDUAL PROPERTY. AoftL CITY OF RENTON Planning/Building/Public Works Dept. pK INS �, i�osyy CIVIL ENGINEERING _"� o:z LANDSCAPE ARCHITECTURE PLANNING 99 DESIGN SURVEYING IONA 12100 NE 195th St, Suite 300 Bothell, Washington 98017 425.885.7877 4/28/22 R-417 9 0 2 IN COMPLIANCE WITH CITY OF RENTON STANDARDS [DEVELOPMENT ENGINEERING sippo 05/10/2022 CANOPY 4196 L/NCOLNAVENE, RENTON, WA 98056 CONDITIONS OFAPPROVAL 4128122 U.02 2 107 N N V N M 0 H 1 I M O O O O N W v VERT/CAL DATUM EXCEPTIONS CONTAINED /N TITLE WELL NOTE NAVD 88, GNSS DERIVED GOODWIN PRIVATE WELL NOTED IN EXCEPTION 15 SHALL BE ABANDONED CITY OF RENTON MONUMENTS COMMITMENT NUMBER 4215-2990188, JULY 24, 2019 PRIOR 70 CONS7RUC770N IN ACCORDANCE WITH STATE GUIDELINES 1834 — 1/2" BRASS PLUG IN CONCRE7E IN CASE. At 196744.737 E 1303750.619 (M R 1893 — 4" BRASS CAP IN CONCRE7E IN CASE. N.• 1967689.307 E 1306363.260 1-16. NOT APPLICABLE TO THIS SURVEY (N V 17. THIS SITE IS SUBJECT TO TERMS, CONDITIONS, PROVISIONS AND STIPULATIONS OF THE OPERATING AGREEMENT OF GOODWIN BASIS OF BEARINGS DC, LLC. ACCORDING TO SAID AGREEMENT DATED SEPTEMBER 13, 2013, THIAM CHUA AND CHOI YEE LUM IS/ARE THE MEMBER(S) OO N88'46'55"W BETWEEN THE TWO FOUND MONUMENTS IN THE CENTERLINE OF SE 80TH ST THEREOF. ANY AMENDMENTS TO SAID AGREEMENT MUST BE SUBMITTED. ANY CONVEYANCE OR ENCUMBRANCE OF THE PROPERTY MUST BE EXECUTED BY SAID MEMBER(S) AS PROVIDED FOR THEREIN, SUBJECT TO SAID AMENDMENTS, IF ANY. O REFERENCES 1. GARDEN OF EDEN ADDITION TO SEATTLE, RECORDED IN VOLUME 16 OF PLATS, PAGE 18, RECORDS OF KING COUNTY, LUND WASHINGTON. COMMITMENT NUMBER 4243-3019314, MARCH 22, 2018 LEGAL DESCRIPTION GOODWIN 1. NOT APPLICABLE TO THIS SURVEY V PARCEL A: 2. NOT APPLICABLE TO THIS SURVEY THE SOUTH 75 FEET OF THE WEST 211 FEET OF LOT 3 AND THE NORTH 155 FEET OF THE WEST 211 FEET OF LOT 6 IN BLOCK 1 3. THIS SITE IS SUBJECT TO TERMS, CONDITIONS, PROVISIONS AND STIPULATIONS OF THE OPERATING AGREEMENT OF BLUE ALL IN THE PLAT OF C.D. HILLMAN'S LAKE WASHINGTON GARDEN OF EDEN ADDITION TO SEATTLE, DIVISION NO. 7, ACCORDING TO FERN DEVELOPMENT LLC .ACCORDING TO SAID AGREEMENT DATED APRIL 18, BEN IS/ARE THE MANAGER(S) THEREOF. ANY AMENDMENTS TO SAID AGREEMENT MUST BE SUBMITTED. ANYY C N CP. PAONVEYANCECE OR ENCUMBRANCE OF Q THE PLAT RECORDED IN VOLUME 16 OF PLATS, PAGE 18, IN KING COUNTY, WASHINGTON; THE PROPERTY MUST BE EXECUTED BY SAID MANAGER(S) AS PROVIDED FOR THEREIN, SUBJECT TO SAID AMENDMENTS, IF ANY. EXCEPT THAT PORTION THEREOF CONDEMNED IN KING COUNTY SUPERIOR COURT CAUSE NO. 165993, FOR ROAD PURPOSES. (NOTHING TO PLOT) PARCEL B: 4. THIS SITE IS SUBJECT TO ANY AND ALL OFFERS OF DEDICATION, CONDITIONS, RESTRICTIONS, EASEMENTS, BOUNDARY V DISCREPANCIES OR ENCROACHMENTS, NOTES AND/OR PROVISIONS SHOWN OR DISCLOSED BY SHORT PLAT OR PLAT OF C.D. A THE NORTH 120 FEET OF LOT 4, BLOCK 1, EXCEPT THE WEST 50 FEET OF C.D. HILLMAN'S LAKE WASHINGTON GARDEN OF EDEN HILLMAN'S LAKE WASHINGTON GARDEN OF EDEN ADDITION TO THE CITY OF SEATTLE DIVISION NUMBER 7 RECORDED IN VOLUME 1 ADDITION TO SEATTLE, DIVISION NO. 7, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 16 OF PLATS, PAGE 18, 16 OF PLATS, PAGE(S) 18. (NOTHING TO PLOT) M RECORDS OF KING COUNTY, WASHINGTON; 5. THIS SITE IS SUBJECT TO THE TERMS AND PROVISIONS CONTAINED IN THE DOCUMENT TITLED "DECLARATIONS OF M COVENANTS PRIVATE WELL RECORDED UNDER RECORDING NUMBER 8107150767, RECORDS KING COUNTY, WASHINGTON. PARCEL C: (DOCUMENT UNREADABLE, WELL LOCATION PLOTTED APPROXIMATELY HEREON) O LOTS 3, 4, 5 AND 6 EXCEPT THE SOUTH 75 FEET OF THE WEST 211 FEET OF LOT 3, EXCEPT THE NORTH 120 FEET OF THE 6. THIS SITE IS SUBJECT TO AND EASEMENT AND THE TERMS AND CONDITIONS THEREOF RECORDED UNDER RECORDING O EAST 246.29 FEET OF LOT 4, AND EXCEPT THE NORTH 155 FEET OF THE WEST 211 FEET OF LOT 6, AND EXCEPT THAT PORTION NUMBER 8111250556 RECORDS KING COUNTY, WASHINGTON. THEREOF CONDEMNED IN KING COUNTY SUPERIOR COURT CAUSE NO. 165993, FOR ROAD PURPOSES IN BLOCK 1 ALL IN THE (10' WIDE STRIP, 5' ON EACH SIDE OF FACILITIES CONSTRUCTED OR TO BE CONSTRUCTED, PLOTTED APPROXIMATELY HEREON) PLAT OF C.D. HILLMAN'S LAKE WASHINGTON GARDEN OF EDEN ADDITION TO SEATTLE, DIVISION NO. 7, ACCORDING TO THE PLAT RECORDED IN VOLUME 16 OF PLATS, PAGE 18, IN KING COUNTY, WASHINGTON. 7. THIS SITE IS SUBJECT TO AN EASEMENT AND THE TERMS AND CONDITIONS THEREOF RECORDED UNDER RECORDING PARCEL D: NUMBER 8309290673, RECORDS KING COUNTY, WASHINGTON. (PLOTTED HEREON) TRACT 9, BLOCK 1, C.D. HILLMAN'S LAKE WASHINGTON GARDEN OF EDEN ADDITION TO SEATTLE 8. THIS SITE IS SUBJECT TO CONDITIONS, NOTES, EASEMENTS, PROVISIONS AND/OR ENCROACHMENTS CONTAINED OR DIVISION NO. 7, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 16 OF PLATS, PAGE 18, IN KING COUNTY, DELINEATED ON THE FACE OF THE SURVEY RECORDED UNDER RECORDING NUMBER 8501119003, RECORDS KING COUNTY, WASHINGTON. WASHINGTON. (NOTHING TO PLOT) LUND NOTES [Zhloowilll TRACT 8 IN BLOCK 1 OF C.D. HILLMAN'S LAKE WASHINGTON GARDEN OF EDEN ADDITION TO THE CITY OF SEATTLE DIVISION NUMBER 7, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 16 OF PLATS, PAGE 18, RECORDS OF KING COUNTY, WASHINGTON. A NON—EXCLUSIVE EASEMENT FOR INGRESS, EGRESS, DRAINAGE AND UTILITIES OVER, UNDER AND ACROSS A STRIP OF LAND 20 FEET IN WIDTH TRANSVERSING THE NORTHERLY SIDE OF TRACT 10 IN BLOCK 1 OF C.D. HILLMAN'S LAKE WASHINGTON GARDEN OF EDEN ADDITION TO THE CITY OF SEATTLE DIVISION NUMBER 7, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 16 OF PLATS, PAGE 18, RECORDS OF KING COUNTY, WASHINGTON, AS RECORDED UNDER RECORDING NUMBER 8009180744. A NON—EXCLUSIVE EASEMENT FOR INGRESS, EGRESS, DRAINAGE AND UTILITIES OVER, UNDER AND ACROSS A STRIP OF LAND 20 FEET IN WIDTH BEING THE NORTH 20 FEET OF THE WEST 25 FEET OF TRACT 9 IN BLOCK 1 OF C.D. HILLMAN'S LAKE WASHINGTON GARDEN OF EDEN ADDITION TO THE CITY OF SEATTLE DIVISION NUMBER 7, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 16 OF PLATS, PAGE 18, RECORDS OF KING COUNTY, WASHINGTON, AS RECORDED UNDER RECORDING NUMBER 8405140124. UNDERGROUND LOCATOR SERVICE CALL BEFORE YOU DIG! 811 1. ALL TITLE INFORMATION SHOWN ON THIS MAP HAS BEEN EXTRACTED FROM FIRST AMERICAN TITLE COMPANY COMMITMENT NUMBER 4243-3019314, DATED MARCH 22, 2018 AND FILE NUMBER 4215-2990188 DATED JULY 24, 2019. IN PREPARING THIS MAP, CORE DESIGN, INC. HAS CONDUCTED NO INDEPENDENT TITLE SEARCH NOR IS CORE DESIGN, INC. AWARE OF ANY TITLE ISSUES AFFECTING THE SURVEYED PROPERTY OTHER THAN THOSE SHOWN ON THE MAP AND DISCLOSED BY THE REFERENCED FIRST AMERICAN TITLE COMMITMENTS. CORE DESIGN, INC. HAS RELIED WHOLLY ON FIRST AMERICAN TITLE COMPANY'S REPRESENTATIONS OF THE TITLE'S CONDITION TO PREPARE THIS SURVEY AND THEREFORE CORE DESIGN, INC. QUALIFIES THE MAP'S ACCURACY AND COMPLETENESS TO THAT EXTENT. 2. THIS SURVEY REPRESENTS VISIBLE PHYSICAL IMPROVEMENT CONDITIONS EXISTING ON JUNE 2, 2018. ALL SURVEY CONTROL INDICATED AS "FOUND" WAS RECOVERED FOR THIS PROJECT IN MAY AND JUNE, 2018. 3. PROPERTY AREA = 438,101 f SQUARE FEET (10.0574f ACRES). 4. ALL DISTANCES ARE IN FEET. 5. CONTOUR INTERVAL = 2 FEET. 6. ELEVATION AND/OR CONTOUR INFORMATION SHOWN HEREON IS GENERATED FROM DIRECT FIELD OBSERVATION. SAID INFORMATION MEETS US NATIONAL MAPPING STANDARDS AND IS ACCURATE TO WITHIN ONE—HALF THE CONTOUR INTERVAL 7. BOUNDARY INFORMATION SHOWN HEREON IS DERIVED FROM OBSERVATION OF CONTROLLING MONUMENTATION AND INTERPRETATION OF RECORD DESCRIPTIONS AND OTHER EVIDENCE. TOPOGRAPHIC INFORMATION SHOWN HEREON IS RELATED TO THE BOUNDARY BY DIRECT FIELD OBSERVATION FROM CONTROLLING MONUMENTATION. 8. THIS IS A FIELD TRAVERSE SURVEY. A THREE SECOND COMBINED ELECTRONIC TOTAL STATION WAS USED TO MEASURE THE ANGULAR AND DISTANCE RELATIONSHIPS BETWEEN THE CONTROLLING MONUMENTATION AS SHOWN. CLOSURE RATIOS OF THE TRAVERSE MET OR EXCEEDED THOSE SPECIFIED IN WAC 332-130-090. ALL MEASURING INSTRUMENTS AND EQUIPMENT ARE MAINTAINED IN ADJUSTMENT ACCORDING TO MANUFACTURER'S SPECIFICATIONS. 9. UTILITIES OTHER THAN THOSE SHOWN MAY EXIST ON THIS SITE. ONLY THOSE UTILITIES WITH EVIDENCE OF THEIR INSTALLATION VISIBLE AT GROUND SURFACE OR AS MARKED BY 811 OR OTHER UTILITY LOCATING PROVIDERS ARE SHOWN HEREON. UNDERGROUND UTILITY LOCATIONS SHOWN ARE APPROXIMATE ONLY. UNDERGROUND CONNECTIONS ARE SHOWN AS STRAIGHT LINES BETWEEN SURFACE EVIDENCE OF UTILITY LOCATIONS BUT MAY CONTAIN BENDS OR CURVES NOT SHOWN. SOME UNDERGROUND LOCATIONS SHOWN HEREON MAY HAVE BEEN TAKEN FROM PUBLIC RECORDS. CLIENT UNDERSTANDS THAT CORE DESIGN ASSUMES NO LIABILITY FOR THE ACCURACY OF PUBLIC RECORDS OR PAINTED UTILITY LOCATIONS. 1 REVISED PER CITY COMMENTS MEM 7/15/21 HHH 2 REVISED PER CITY COMMENTS MEM 2/15/22 HHH 3 REVISED PER CITY COMMENTS MEM 4/11/22 HHH 4 REVISED PER CITY COMMENTS MEM 4/28/22 HHH 210m N2AAR1[61! m:1fm■1L11=I_1»Gi SPRAGUE P. DESIGNED:. HOLLI HEAVRIN MARY MOORS CHECKED. HOLLI HEAVRIN HO H HEAVRIN P.E. ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY HORRO�NTAU MAD IW3/1/101 DATUM eolflo R Sp � �•611 •l VAa8 412YY4yo.� S �OhAL LA, 4 AoftL CI TY OF RENTON Planning/Building/Public Works Dept. 11-00� CIVIL ENGINEERING LANDSCAPE ARCHITECTURE Ulm PLANNING �Z� DESIGN SURVEYING 12100 NE 195th St, Suite 300 Bothell, Washington 98017 425.885.781-7 R-417903 IN COMPLIANCE WITH CITY OF RENTON STANDARDS DEVELOPMENT ENGINEERING msippo 05/10/2022 CANOPY 4196 L/NCOLNAVENE, RENTON, WA 98056 BOUNDARY/TOPOGRAPH/C SURVEY O 4128122 Q C1.10 ,3 107 M I n LO LO W (n d W d U 9 �N , coo; Z to PO Cc Cc U- OO�p,Oj rO W Z LJ r U O N U N 3 O Go z : LO 00 z •I. g 1� I 1 II l� D_ l 0 Uj N N M U M w 3 m O o V wl U)O N zm N q- Lo =I 00 w U i d- Sri W Loll Loll Ui LLOO L Ln �wr. �� mU') ogcd oii a�a 3 a o'n W d> d U a- U W d U m U ME d R U �' N d• d• N 0 coo N 04 Z 00 N U Z LJ � M W O� W W O Z U m p WO 00 p U� M, d U W U \ F p (N WCD gQ CL ¢ o� W X r X n \ N 3 Q J m p W W �N p O_ U 2 WZW ZZ W cm, o �wZF ~ � W z W WLd o O W W p Q H Q Q U U W Q co co Zd'�mZ Q Ih N �ooQlr d• p NM iclull* II O W O e U pNj ONE p��m2 N O Q O Z N O W ^ ^' z d U M d UN W N 3 app=o \O N II II WLLI ZdL>, d• O) U CdD N01'36r48"E 2000.00 =s w W — ` o� w z z w (p N m W 2 OO O O W 41 m- O W 41 �_ �� / �� = N�Q)c \ o_� N3dOION)3S3AV JOWJ� ZQ NZin v\,_ \ \ �iz� �J�..II LLIO �J�..II O m J U U Q U N N Z (n O Op ^� (N w to Go 3� 0 3 d OW w ='1'' O O �-i C3 W �-J! 2 J U U N p� � U U NOj ` \ ° i'�4 j�_• \ �� N�UU 3�03d_�WUU \IZiO�2Wpp M ° �\ / M Q� . 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R 3p �6 SCALE: 1 " = 50' o• 0 25 50 100 412YY o,� �'eVats$� L LA1� 4/28/22 MEM 7/15/21 HHH EN R SPRAGUE P.L.S. MEM 2/15/22 HHH WRIZIMA`''D'111837'0' AoftL CITY OF MEM 4/11/22 HHH oE�ar HOLLI HEAVRIN a + 11 MEM 4/28/22 HHH owN' MAR MOORS RENTON ONE INCH DATUM CHECKED: AT FULL scuE Planning/Building/Public Works Dept. HOLLI HEA VRIN IF NOT ONE INCH BY DATE APPR APRofin: S E A` IMMMILf HOLLI H. HEA kRIN P.E. Q 0 1 ~ (c w 3 z g rn Ci M O NUN C93U� z (F J W Z WdW J w O N a Lam. i II cl Q LL �O O b• d• II II z �/ m w w II WW U U l Z U) w Q N / K N44'47'55"W 32.39 I J 2 M117� XO w U U.) w II II m n� O w w Q p O I I Z N Z J U U U W (nMmm0o ��como� N N O - W d (G Ifi CV �, Ld II CIVIL ENGINEERING M'�3w3 '� ("- 4Sz' LANDSCAPE ARCHITECTURE " J W W W 2 W I- a- a- PLANNING p � co co coN� n coco DESIGN SURVEYING co 12100 NE 195th St, Suite 300 Bothell, Washington 98017 425.885.781-7 R-417904 IN COMPLIANCE WITH CITY OF RENTON STANDARDS DEVELOPMENT ENGINEERING msippo 05/10/2022 ' CANOPY 4196 L/NCOLNAVENE, RENTON, WA 98056 BOUNDARY/TOPOGRAPH/C SURVEY 4128122 C1.11 4 107 N M O 0 PC 44, 9 O O O Q N H v rinc n ivnpvv i rircn-vacu FIRE HYDRANT LEGEND RIGHT OF WAY LINE mural i i c„Tc (TYP) PROPERTY LINE — — — — — — — — — — SETBACK LINE LOT LINE O O O 0 ROCKERY RETAINING WALL RED/ —ROCK RETAINING WALL EX TREES TO BE SA VED 1 REVISED PER CITY COMMENTS MEM 7/15/21 HHH EN R SPRAGUE P.L.S. � 2 REVISED PER CITY COMMENTS MEM 2/15/22 HHH oEs�N OLLI HEAMIN 3 REVISED PER CITY COMMENTS MEM 4/11/22 HHH 4 REVISED PER CITY COMMENTS MEM 4/28/22 HHH DwN` MARY MOORS ONE INCH CHECKED HOLLI HEA MIN AT FULL SCALE IF NOT ONE INCH NO. REVISION BY DATE APPR SME A` IMMMILf I APRofin: HOLLI H. HEA MIN P.E. SCALE: 1" = 50' 0 25 50 100 UNDERGROUND LOCATOR SERVICE CALL BEFORE YOU DIG! 811 WRIZIMAL• W W3/1/101 DATU M Agolzk CITY OF RENTON Planning/Building/Public Works Dept. PROPERTY LINE (Typ) 15' STRUCTI/RE SETBACK FROM SENSME AREA. SEE #E7LAND MIAGAAO/V PLAN. CIVIL ENGINEERING LANDSCAPE ARCHITECTURE PLANNING SURVEYING 12100 NE 195th St, Suite 300 Bothell, Washington 98017 425.885.781-7 4/28/22 R-417 9 0 5 IN COMPLIANCE WITH CITY OF RENTON STANDARDS DEVELOPMENT ENGINEERING msippo 05/10/2022 CANOPY 4196 LINCOLNA VE NE, RENTON, WA 98056 OVERALL SITE PLAN 4128122 C1.20 5 107 O Q SEESHEET C1,22 9 O O PROPERTY LINE (TYP) 13f08.92, — 16 13.50'LT /� --// II 1 15 13+01.25 ' — 10 12 11 26.50' L T / / . • • �13 14 R=242. 50 . •' • : g ♦ ' 1 �,' ,fix � _ L=112.39 .• �' , : '. '.�,..,:• r-'t t do A/ / a I °.'^��I / •° - 32f�O11 - _ i`'ILLL1 �— N0199'10'E 1249 33 v: � :.�.... a if ---- _ I I (PRIVATE) ` I (OP. SP.) Eh PROPOSED PRIVATE / / r • l - �I ' ° • • ' ' I , I 1 STORM EASEMENT (TYP) / - / - 33f 41.74, 0.00' L T 31k0 j/ END ROAD 4109 / CITY OF R00V WATER EASEMENT 1 PROPOSED PRIVATE II \ ° �✓ - STORM EASEMENT (TYP) I TRACT G \ • ; • . / � / I 15' IMDE PUBVC (NC -PA) DRAINAGE EASEMENT R=157.50 \ /� y�:. \I TR. J A- 263312 J ,. I\� (OP. SP.) L=72.99 - ----� ------ - \ \ 16 WIDE DR/PEWAY PER C.O.R. STD DTL 104.3, TYPE R18 ` I ° VAULT ACCESS RD , " N013910E 24_ _ _ _ �PRVATF� 64.75 - - 71f98.49, 0.00' \ \ L% _ —_- ----- END ROAD /, - - 12f04.81, ROAD A = \ \ ` •. \ �0 IN,\ 21 5 / PROPOSED 15' WIDE 30f00.00, ALLEY 1 2�6,. ��G'9 5p ���j C ;= CCUD SEWER EASEMENT r (Typ) _ __ — — _ _ \ F` / 70*88. 50, VAUL T ACCESS ROAD = - - PROPOSED MONUMENT IN,°.. / D o4 N 80f00.00, VAULT ACCESS A - - - - - - ROW \ `L=CJ.CIO °. .e •:. /� �� Q TRACT D _ DEDicAnoN („r) N47t7039 W m � ACCESS 26.50 z ( % - 10' Pueuc unLITY \ \ N TRACTH — — L z "' PROPERTY LINE (TYP) EASEMENT (TYP) \ ti ' 20 WIDE (STORM/ OPEN SPACE) DRIVEWAY PER ' C.O.R. N..\ / 11f09.03, ROAD A = 'x raj \\TYPER1BSTD D7Z 1043 - - i = ° a . ,. �7'44'2s" 121 f 45.32, NORTH VAULT ACCESS ROAD \fo. 11f07.37, ROAD A = N. ;cP / ROW CENTERLINE _= 70*00.00, VAULT ACCESS ROAD 15' WIDE DRIVEWAY ��..� \ o \ 80f51.34, 0.00' //;% / ' ' , . _ - - r - - - - PER C.O.R. \\ .�R .. \ END ROAD ,,,;;; i� ° ' < q7" L=13 TRACTH STD DTL 104.3, STORM OPEN SPACE) TYPE RIB \ \ , : ,; 10, �, p, 1 5 9 — —ice — —1 -- 120 00 — N0138Wr 8a23 (PR/VATE) �21 \ $ �\ : ° R,1 — 100, I •. a \ /� •..•a .�.. .. .. / I _ _ I NORTH VAUL TACCESS ROAD • � _ _ L=1 .59 R=32.50 L-$°• . NE- I L-2760Iq . t7 • 1 a • ti • '° y Ap N35 4150 "W ROW o' a. 31.96/ DED/CA nON :* ..:' :"= ' 4 , : ' CONSTRUCnON ° y 955 f�/ . CENTERLINE IO•. y 9 .. °•. .°.. .V. �.:°• .fie .:• ,�' •i _ ` I N0138'30"E 289.09 98f00 -2f00 W I W I UJ 111 r h 0 `(EYMAP W z/ L/NCOL N AIDE NE c 96f00 �SE 8OTH ST = 90f00- 95f 14. 41, LINCOLN AVE NE (ROW CENTERLINE) LI VCOLNA I/E NE SZ 67. 89f059, LINCOLN AVE NE (CON57RUC17ON CENTERLINE) 1 REVISED PER CITY COMMENTS 2 REVISED PER CITY COMMENTS 3 REVISED PER CITY COMMENTS 4 1 REVISED PER CITY COMMENTS 2I*= N2AA R1[61! MEM 7/15/21 HHH BEN R SPRAGUE P.L.S. � MEM 2/15/22 H H H DMMM. HOLLI HEAVRIN MEM 4/11/22 H H H MEM 4/28/22 H H H DwN' MAR MOORS ONE INCH AT FULL SCNi IF NOT ONE INCH SCAIX ACIMM 0Lf CHECKED: HOLLI HEA VRIN BY DATE APPR wPROfin: HOLLI H. HEAVRIN P.E. SCALE: 1" = 20' 0 10 20 40 UNDERGROUND LOCATOR SERVICE CALL BEFORE YOU DIG. 811 H°'"` " °''0' AgolzkCITY OF RENTON DATUM Planning/Building/Public Works Dept. 99 DESIGN SURVEYING lSTE�. 12100 NE 195th St, Suite 300 Bothell, Washington 98017 425.885.7877 4/28/22 R-417 9 0 6 IN COMPLIANCE WITH CITY OF RENTON STANDARDS DEVELOPMENT ENGINEERING msippo 05/10/2022 CANOPY 4196 L/NCOLNAVENE, RENTON, WA 98056 HORIZONTAL CONTROL PLAN M O N v N N _ 1 SIC Zs V 4128122 (� SU DBOM, P"_ WMIC. NO: C1.21 SHIM. OF. OF.107 O Q 0 Z Q N v 11 59 9 ------------ TRACT C (OPEN SPACE) 46 45 44 1 47 I y PROPOSED CCUD �' ` �' • ° a' '� WATER EASEMENT (m') / / / PROPERTY / LINE (TYP) j / • ° / +00 NJ 9.31 r05 / ti SEE SHEET C1.21 1 REVISED PER CITY COMMENTS MEM 7/15/21 HHH 2 REVISED PER CITY COMMENTS MEM 2/15/22 HHH 3 REVISED PER CITY COMMENTS MEM 4/11/22 HHH 4 REVISED PER CITY COMMENTS MEM 4/28/22 HHH 2I*= N2,vAR1[61! m:1fm ■1L11= I_1»Gi SPRAGUE P. DESIGNM. HOLLI HEAVRIN MARY MOORE CHECKED: HOLLI HEAVRIN HO H HEAVRIN P.E. ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY SCALE: 1" = 20' 0 10 20 40 UNDERGROUND LOCATOR SERVICE CALL BEFORE YOU DIG. 811 MRMWAL: MAD IW �/1991 DATUM CITY OF RENTON Planning/Building/Public Works Dept. 4/28/22 PROPOSED 15'CCUD WATER ESMT (TYP) /V/ ✓/.✓V, I V/l[.., /l - 40f00.00, ALLEY 2 TRACTF (OPEN SPACE) (PR/PAVE) -ALLEY3_ N v LQ i✓ muc rva -lu DRAINAGE EASEMENT CIVIL ENGINEERING LANDSCAPE ARCHITECTURE 'Con PLANNING �Z� DESIGN SURVEYING 12100 NE 195th St, Suite 300 Bothell, Washington 98017 425.885.781-7 R-417907 IN COMPLIANCE WITH CITY OF RENTON STANDARDS DEVELOPMENT ENGINEERING msippo 05/10/2022 CANOPY 4196 L/NCOLNAVENE, RENTON, WA 98056 HORIZONTAL CONTROL PLAN N N O H V 1 O DATE: R 4128122 (` SU DBOOIC PAGE: DRAWING NO: C1.22 SHIM. OF: 107 I i M TRACT C I O Q(OPEN SPACE) I -------------- - - - - -- I O Q N v 11 .....} .-�,.J 18f51.36, ROAD A = 40f00.00, ALLEY 2 TRACT F (OPEN SPACE) (PRIVATE) 61f00 d//gV? SEESHEET C1.24 1 REVISED PER CITY COMMENTS MEM 7/15/21 HHH 2 REVISED PER CITY COMMENTS MEM 2/15/22 HHH 3 REVISED PER CITY COMMENTS MEM 4/11/22 HHH 4 REVISED PER CITY COMMENTS MEM 4/28/22 HHH 2I*= N2,vAR1[61! m:1fm ■1L11= I_1»Gi SPRAGUE P. DESIGNM. HOLLI HEA hRIN MARY MOORE CHECKED: HOLLI HEA kRIN HO H HEAVRIN P.E. ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY SCALE: 1" = 20' 0 10 20 40 UNDERGROUND LOCATOR SERVICE CALL BEFORE YOU DIG. 811 MRMWAL: MAD IW �/1991 DATUM CITY OF RENTON Planning/Building/Public Works Dept. 4/28/22 10' PUBLIC UALITY EASEMENT (TYP) 23*64. 61, ROAD A = 3*02.57, NE 40TH ST 66*00.05,, ALLEY 3 = 1f95.57, NE 40TH ST K INS ,y MI ,*.. CIVIL ENGINEERING z LANDSCAPE ARCHITECTURE PLANNING Ulm 99 DESIGN SURVEYING 12100 NE 195th St, Suite 300 Bothell, Washington 98017 425.885.7877 R-417908 IN COMPLIANCE WITH CITY OF RENTON STANDARDS DEVELOPMENT ENGINEERING msippo 05/10/2022 CANOPY 4196 L/NCOLNAVENE, RENTON, WA 98056 HORIZONTAL CONTROL PLAN N N O zS V DATE: R 4128122 (` SU DBOOIC PAGE: DRAWING NO: C1.23 SHIM. OF. 8 107 SEESHEET C1,23 9 O O 0 Z Q I N v t �n�_ ■mm�rm ��1111� AF R=191. 48 p0 L=120.77 / 00 1 REVISED PER CITY COMMENTS MEM 7/15/21 HHH 2 REVISED PER CITY COMMENTS MEM 2/15/22 HHH 3 REVISED PER CITY COMMENTS MEM 4/11/22 14/28/22 HHH 4 REVISED PER CITY COMMENTS MEM HHH 2R= N2,vAR1[61! m:1fm ■1L11= I_1»Gi SPRAGUE P. DESIGNM. HOLLI HEA hRIN DRAWN: MARY MOORS CHECKED: HOLLI HEA kRIN HO H HEAVRIN P.E. ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY SCALE: 1" = 20' 0 10 20 40 UNDERGROUND LOCATOR SERVICE CALL BEFORE YOU DIG! 811 HORIZONTAU MAD 198 3/1991 DATU M CITY OF RENTON Planning/Building/Public Works Dept. 4/28/22 ,K INS ,y • •9syf• CIVIL ENGINEERING z LANDSCAPE ARCHITECTURE PLANNING 99 DESIGN SURVEYING 12100 NE 195th St, Suite 300 Bothell, Washington 98017 425.885.7877 R-417909 IN COMPLIANCE WITH CITY OF RENTON STANDARDS fDEVELOPMENT ENGINEERING sippo 05/10/2022 CANOPY 4196 L/NCOLNAVENE, RENTON, WA 98056 HORIZONTAL CONTROL PLAN N N O V 1 O DATE: 4128122 Q SU DBOOIC PAGE: DRAWING NO: C1.24 SHIM.9 OF.107 SEESHEET C1,32 9 O Q �l >o 08i9i 13 13f01.25,, - 26.50' L T CEMENT CONCRETE CURB PER C. O.R. STD PLAN 101 SEE SHEET C4.36 (TYP) CEMENT CONCRETE SIDEWALK PER C.O.R. STD PLAN 102 QSEE SHEET CAJ6 (TYP) O i ]I 0 16 161. 3 so 5 SF 4, 062E SF I _ I LZ 11 12 13 14 ' 15' STRUCTURE SETBACK ° ' .: • " ' � / \ ^ \ 9 I ISF 2, 561E SF 2, 555E SF 2, 561E SF �I 2, 686t SF FROV SENSITIVE AREA. • . ' I SEE WETLAND MIAGA AON / \2, 884E SF I SEE ALLEY 1 ° • . + •.. ' g SETBgC PLAN. I SECTION, K8SHEET C33114 TR. %� ,956E SF \ I \V. >. ., , 3,175191 css 2, 629E SF \ 4, 3 :. 35 35' a 26' • a. 1 p :d1l 33f 41. 73, 0. 00' a ,. 12f44.80, 1300 RT :•. 32f00 ALLEYI 3 0 12f35.23, 10.70 RT�f0D °O END ROAD � .' `' ' ;. I 12*20. 47, 7. 00' RT :a 27' 35 1 PROPERTY • O — — — — : / 18 :. • . .. . '• , .. LINE (TYP) 12*04. 81, ROAD A = • ' • � 4Y. 4' 35, — — — — — 30f00.00, ALLEY 1 51' II I I 12f04.68, 7.00'RT ::-�a'..� p 49-• A IX -MIA YPER C0R k STD D1Z. 104 3, 31 \ 2, ss3 SF 2,274t SF 5 I 5' WIDE CONCRETE WALKWAY • TYPE RIB (TYP) / /• 1 2 I 2,275E SF 6 PER SECTION SHONN ON SHEET 71Fsf sF 3203-4 SF I I C3.31 (TYP) 15, o SETBACK OFFS17E \ �' / 2 1 I `O 121 I 15' STRUCTURE SETBACK 1REE (TYP) 2,429t SF I I I I fROM SENSITIVE AREA. \ ` / 11 f89. 43, 7. 00 RT \ �. I I I I SEE N£TZAND MI AGA AON PLAN. INSTALL 2 MAX/FORCES 11 f 78.71, 10.08' RT SEE VAUL T ACCESS I STAIRS SHALL BE CONSTRUCTED PER THE PROPERTY 6'' 11 f68.44, 13 00' R COLLAPSIBLE STANDARD STYLE \ ti . ° WRENCH OPERA 1F0 BOLLARDS I ROAD SECTION, ) CURRENT INTERNA AONAL BUILDING CODE. LINE (TYP) \ PROPOSED 10 MODEL CSW-SS3-EZ SHEET C4.35 1ti / SEPARA 1F BUILD/NG PERMIT REWIRED. o \ : , ' • • UTILITY ESMT (TYP) ( 4 J L , , _ — PROPOSED B L (IYP) , 31 4 35 35' a 36, 5; ' ' / o TR. J �`-� - '3 5' s d- ° . ° 50' , (OP. 4S .) -2. VA UL T ACCESS RD o / o o 71+00 - —� - '- - N o ° \ h 11f43.� ,�13.00' RT _ _ _ _ — — 71f98.49, 0.00' / 1 o TRACT G o \ , �� �h ° ° 11f33.64, J0.04' T - 6�, END ROAD / o �•• L (NGPA) \ EX TREE ` • ° p' ' /C� 0 25,517 iSr •♦ TO BE SAVED �`? �� \ �\ 11 4 �, I / • WETLAND "B" i (T1'P) c �+ .,� 70f88.50, VAUL T ACCESS ROAD = ° PROPOSED : ° hh / �' 80*00. 00, VAULT ACCESS A ° J STREETLIGHT h �� �� / / 44 .�',?S- n •\ /•,••_.._.._.. ROW .._.._ (TYP) h . . •: 1s , m TRACT D TRACT H - 50 •\ DEDICATION PROPOSED a 11 f24.64, 11 f0i . 37, 7.00 RT (ACCESS) (STORM/ OPEN SPACE) 109 3, , 0 10' UTILITY ESMT 7.06' RT 1 11f0� 03, ROAD A = ;r, 4,754 fSF 10,395 fSF72 .. ' . 11 f 09. 0 , 121 f 45. 32, Nu'?TH VAUL T ACCES ROAD R/ ( ) �' 13. 00' L T • ' ' 11f 07 ,S'Q4D A = �_ SEE VAUL T ACCESS ° o GHT_OF /yq y 7� �^An A ROAD A .5CTION, °. 7 :,AUL T ACCESS RDA QO SHEET C4.35 ° . • a TRACTA SHEET 0331 `I : , ��--1Of95.33, ' �T44'26" (STORM/OPEN SPACE) ° moo- 7.00 RT _ • ,. 2 RZED BOLLARS AND -- ° gyp80*51.34, 0. 00 15,389 fSF 2 REMOVABLE WOODEN BOLLARDS—1Of87.13, 9.49 RT END ROAD (LOCATED IN THE MIDDLE) �� . --10f75.91, 13.00' RT PER C.O.R. STD SOTZ H021, ,BEET C342 /--10f69.29, 1300 RT 97f0� .-1Of58.07, 9.49' RT �10f49.87, 7. DO' RT �ti • . • . ,� • . ° • • `o � _ 120 00 ^ - 12 -10*45.12, 7.00' RT SAW�'UT LINE � NORTH VAUL TACCESS ROAD -61 '36" SEE NORTH VAULT ACCESS L=1 .59 4 L= 22 ROAD SECTION, SHEET 04.35 10 g' o , N PROPOSED STREET 121' LIGHT (TYP) :. , / ROW DED/CAAO/V 92f02.51, 1\ I I-- nn' i r� ► _ kfi'• �% y} ti`. _., „9.I.00 ,96 -*SF LEGEND I, 96f00 Z 1, 11 . ^ I M0 �- — C �f0� 90f00 LI/VCOLNA 91f00 V& /VE Q W RIGHT OF WAY LINE LQ %4 PROPERTY LINE - - - - - - - - - SENACKVNE LOT LINE �cnuc-nu� ROCKERY RETAINING WALL 1 REVISED PER CITY COMMENTS 2 REVISED PER CITY COMMENTS RED/ -ROCK RETAINING WALL 3 REVISED PER CITY COMMENTS 4 REVISED PER CITY COMMENTS 0 o EX TREES TO BE SAVED N0. REVISION 194' PROPERTY LINE (TYP) SCALE: 1" = 20' 0 10 20 40 UNDERGROUND LOCATOR SERVICE CALL BEFORE YOU DIG. 811 MEM 7/15/21 HHH EN R SPRAGUE P.L.S. MEM 2/15/22 HHH�``WD '�'�' CITY OF MEM 4/11 /22 HHH oEs�N HOLLI HEAVRIN Ir MEM 4/28/22 HHH ° MAR M00Rf ONE INCH RENTON DATUM CHECKED: AT FULL SWE Planning/Building/Public Works Dept. HOLLI HEA VRIN IF HOT ONE INCH BY DATE APPR APRDfin: SCAT A`ID1N0Lf HOLLI H. HEAVRIN P.E. u 4/28/22 R-417 910 F--IN COMPLIANCE WITH CITY OF RENTON STANDARDS DEVELOPMENT ENGINEERING AOOU msippo 05/10/2022 CANOPY 4196 L/NCOLNAVENE, RENTON, WA 98056 SITE PLAN PC 1 DATE: R 4128122 (` SU DBOM, PACE: DRAWING NO: C1.31 SHEET: OF: 10 107 1 I I O o 0 o 1 J � 1 O � Q TRACT C \ o (OPEN SPACE) \ 125,,222 _*SF \ AE7L 1VD "C" \ 2' 4 1 o ' \ o I o I J I N `44f 14.97, 0.005' END ROAD V o / 5 0 4 Al \ o \ o m / 48 'rn \ 3,193f SF 14+Y / i 11 LEGEND SEE SHEET C1.31 RIGHT OF WAY LINE PROPERTY LINE — — — — — — — — — — SETBACK LINE MENNEN LOT LINE ROCKERY RETAINING WALL RED/ —ROCK RETAINING WALL ( v// EX TREES TO BE SAVED - 7X oD 1 REVISED PER CITY COMMENTS MEM 7/15/21 HHH 2 REVISED PER CITY COMMENTS MEM 2/15/22 HHH 3 REVISED PER CITY COMMENTS MEM 4/11/22 HHH 4 REVISED PER CITY COMMENTS MEM 4/28/22 HHH ;LEAN R. SPRAGUE P.L. oEMM. HOLLI HEA III IN DIII MARY MOORE CHECKED: HOLLI HEA III IN HOAPPROVED, H HEAVRIN P.E. ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY I I J I WETLAND "D" / / SCALE: 1" = 20' 0 10 20 40 UNDERGROUND LOCATOR SERVICE CALL BEFORE YOU DIG. 811 MRMWAL: MAD IW �/1991 DATUM CITY OF RENTON Planning/Building/Public Works Dept. M 18f36. 7. 00' I QJ R= LQ RAISED PEDESTRIAN CROSSING. SEE SECPON, SHEET C3.35 TRACT F,,,,� `(OPEN SPACE) ':1 . 43 iSF 61; ALLEY3 / / / / 4/28/22 R-417 911 IN COMPLIANCE WITH CITY OF RENTON STANDARDS DEVELOPMENT ENGINEERING msippo 05/10/2022 CANOPY 4196 L/NCOLNAVENE, RENTON, WA 98056 SITE PLAN N N O V OF 1 O DATE: R 4128122 (` SU DBOOIC PAGE: DRAWING NO: Cs"32 SHIM. OF. 107 O O 0 Z Q H v 11 DRIVEWAY PER C.O.R. STD. DTL. 104.3, TYPE RIB. (TYP) Nam, M •v:° 8f51.36, W 1100 700 •.. • me'•µ..;..'' •.. 8fT1.,36,*' AD A o / i RAISED PEDESTR/AN CROSSING. SEE SEC110N, SHEET CJ 35 TRACTF— (OPEN SPACE) ,wE EXAMPLE PROVIDED BY CITY, SHEET C3.42 (TYP) EX TREE TO BE SA VED (Typ) — s�fo0 — ALLEY.? 62lf00 — LEGEND SEESHEET C1.34 RIGHT OF WAY LINE PROPERTY LINE — — — — — — — — — — SETBACK LINE MENNEN LOT LINE ROCKERY RETAINING WALL RED/ —ROCK RETAINING WALL o EX TREES TO BE SAVED 1 REVISED PER CITY COMMENTS MEM 7/15/21 HHH 2 REVISED PER CITY COMMENTS MEM 2/15/22 HHH 3 REVISED PER CITY COMMENTS MEM 4/11/22 HHH 4 REVISED PER CITY COMMENTS MEM 4/28/22 HHH 2I*= N2,vARl[�P► m:1fm■1L11=I_1»Gi ;LENN R. SPRAGUE P.L. DESIGNM. HOLLI HEAVRIN MARY MOORE CHECKED: HOLLI HEAVRIN HOAPPROVED, H HEAVRIN P.E. ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY SCALE: 1" = 20' 0 10 20 40 UNDERGROUND LOCATOR SERVICE CALL BEFORE YOU DIG. 811 MRMWAL: MAD IW �/1991 DATUM CITY OF RENTON Planning/Building/Public Works Dept. 23f64.61, ROAD A = 3f02.57, NE 40TH ST �f00.0 ,, ALLEY 3 = .95.52, NE 40TH ST 95.52, 13.00' L T 75.98, 25.00' L T SEE NE 40TH ST SECAON, SHEET C3.31 4/28/22 R-417 912 IN COMPLIANCE WITH CITY OF RENTON STANDARDS DEVELOPMENT ENGINEERING msippo 05/10/2022 CANOPY 4196 L/NCOLNAV/ENE, RENTON, WA 98056 SITE PLAN N N O SIC zS V 1 DATE: R 4128122 (` SU DBOOIC PAGE: DRAWING NO: C1.33 sHEEr. oF: 12 107 SEESHEET C1,33 9 O O 0 Z Q I M v t LEGEND RIGHT OF WAY LINE PROPERTY LINE — — — — — — — — — — SETBACK LINE MENNEN ROCKERY RETAINING WALL RED/ —ROCK RETAINING WALL SCALE: 1" = 20' Do EX TREES TO BE SAVED o 10 20 40 - 7X UNDERGROUND LOCATOR SERVICE CALL BEFORE YOU DIG! 811 1 REVISED PER CITY COMMENTS MEM 7/15/21 HHH 2 REVISED PER CITY COMMENTS MEM 2/15/22 HHH EN R SPRAGUE P.L.S. scA�E VEITMAWRIZIMAL•'WD ieeM/101 CITY OF 3 REVISED PER CITY COMMENTS MEM 4/11/22 HHH oE�ar HOLLI HEAVRIN 4 REVISED PER CITY COMMENTS MEM 4/28/22 HHH DwN' NARY MOORE R E N TO N ONE INCH DATUM CHECKED: AT FULL SGLE Planning/Building/Public Works Dept. HOLLI HEA VRIN IF Mn ONE INCH NO. REVISION BY DATE I APPR APRofin: SME A`ID1N0Lf HOLLI H. HEAVRIN P.E. 4/28/22 R-417 913 IN COMPLIANCE WITH CITY OF RENTON STANDARDS DEVELOPMENT ENGINEERING msippo 05/10/2022 CANOPY 4196 L/NCOLNAVENE, RENTON, WA 98056 SITE PLAN 4128122 C1.34 Er: OF. 13 107 N N O V N M O O H N_ x — O PROPOSED CLEAR AM% 1. THIS PLAN IS FOR Wi7RK OCCURRING x LIMITS (TYP) MAY 1ST - SEPT. 30TH. ANY NVRK - \ BEYOND SEPT. 30TH WILL REQUIRE A x - - - 9 SEE SHEET C2, 02 � 110 - - CLEAN WATER SYSTEM CONSISTING _ O ROCK CHECK DAM OF 12 P/PE SLOPE DRAIN O _ - PER C.O.R. SID PLAN 217.30 AT 100 D.C. (TYP) - _110 SEE DETAIL, SHEET - - SEE SHEET 02.32 —� - - C2.31 ° - - 15' STRUCTURE SETBACK FROM SENSITIVE AREA. _ SEE WFILANO M/AGA AON PLAN. + I 100 EX GROUND Z - \ \ - CONTOUR (TIP) _ ,----- - NET HEATHER PLAN APPROVED BY , o INTERCEPTOR SWALE THE CITY OF RENTON x oo� I - \ \ PER C. O.R. STD PLAN 217.10 \ \ i - - , - - - -j i� EX TREE TORE -- \ \ \ \ o 110 %I --- \ \ \ SEE SHEET 02.32 (TYP) 27URBIDITY LEVEL OF 1REATEO WATER , DITCH CHECK DAM REREMOVED( (TYP) � � - \ \ \ \ \ � o , _ � 1 LEA WNG SITE MUST NOT EXCEED 25 \ \ _ Q N1U� pH LEVEL MUST BE BETNEEN ALL TREES I PER C.O.R. S PLAN 217.40 \ \ \ � \ \ � - 12' 12" A MIN OF 6.5 AND A MAX OF 8.5. CLEARING07S/DE OF LIM � ,EE ,BEET C2.32 (TYP) � o \ \ \ \ � �$ � � � � J � , TEE ROCK LINED SWALE CONSlS11NG OF � � � ; � •• x —x —x —x� x —x — -� N Q SHALL BE x o \ \ o \ \ \ I x—x—x_ x—x—x x x Vic_ 3. MEASURES SHALL BE PROVIDED IN SlL T FENCE f (� RETAINED \ � \ � -- f 4 "-8" RIP RAP (TYP) I I N THE FIELD TO PREVENT SURFACE PER C. O.R. S PLAN 214.00 _ \ RUNOFF RUNNING FROM SUB,CT LOT SEE SHEET C2.32 (T)P) - - - - \ - - _ �� = �� x x O TO ADJACENT PROPERTIES. o \ 90� < _ _ - \ I I 15 STRUCTURE SETBACK o O ° FROM SENSITIVE AREA. Q CURB - _ - - x SEE NETZAND M/1TGA 1TON 90 4. ANY DAMAGE TO ROADWAY, � , , ' � v � � � � � � o � � � � / I I gp PLAN. AND �DEWALK DURING CONSIRUC110N - / \ \ - - - 2 x x WILL REQUIRE RESTORA TTON AS PER CLEARING _ \ \ - - - ` \ � i � 90 I INSTALL ABOVE GROUND CITY OF RENTON STANDARD PLAN. LIM/1S _ - - - \ - - - - �- _ t DOUBLE S/L T FENCE lYP - - \ \ - \ - - - x AROUND NEIZANO B FOR 12" PERF PIPE ALONG o Q ( ) \ \ \ o PROPOSED FINISH 5. TREE PROTECTION FENCING SHALL x / v go \ - - -_- ADD/TIONAL PROTECTION ��L GRADE TO PROMOTE STAY INTACT UNTIL AUTHORIZED TO PROPERTY - - _r ` \ - - - INTERCEPTOR SWALES INCLUDING ��� CONTOUR _ ,- X J J SHEET FLOW DISPERSION V BE REMOVED BY CITY STAFF. / - \ \ CLEAN WA 1FR SYSTEM SHALL BE '� " x x TREE DRIPLINE LINE (TYP) / Sao \ COLLECTOR SUMP \ - f 6. A CERTTRTED ARBOR/ST -WALL BE / / / \ D/RESTFD TO VAULT UPON — �� (TYP) � \ AS NEEDED � CONSIRUC110N OF VAULT � � ,�j+ � O ONSITF DURING MURK WTHIN THE EX TREE PUMP TO TANKS - -Ar VA Q DRIPLINE OF THE PROTECTED TREES. FA TO BE SAVED x XX / \ \ o514, v EROSION LEGEND - - IQ � CATCH BASIN INSERT —_ ` � k ' \ � � - / �` / o / • � • • ` � 1 PER C.O.R. STD PLAN 216.30 PROPERTY o w CONSTRUCTION ENTRANCE - SEE SHEET C2.32 (TYP) \ - \\ o Ole. • LINE (TYP) \ M CONSTRUCTION ENTRANCE GRAVEL WFIZANO "B" •� L O CLEARING LIMITS LINE so TREE PRO1EC710/V - - \ \ - z - = - / r I o Q O CLEARING LIMITS LINE _ - \ ' / • • Q TEMPORARY PIPE - FENCE (T)P) 7, ° —x—x—x— SILT FENCE - \ \ - \ ,- X ••� -� /• '�•. TREE RETENTION FENCE J _ _ _ _ CLEAN WATER SYSTEM CONS/SANG SWALES OF 12" PIPE SLOPE GRAIN \ \ \ \ \ \ - I o ,eo - = T \ o PIPE SLOPE DRAIN I - PER C.O.R. STD PLAN 217.30 \ \ = I + • ROCK CHECK DAM ° _ I SEE SHEET C2.32- 0 WATTLE SEDIMENT RETE/VTTON \ ° \ - „ J _ \ - - - - 0 o EX TREES TO BE SAVED - - \ \ ° ' \ ' = `\ - - / ---__ _ ---- ------ \ \ \ / / SS _ _ _ �. SS A CERflRED ARBORIST SHALL + -- -------------- ° ° = �x / SS / BE ONSITE DURING EXCA VA 110N =A' I WITHIN THE DRIPLINE x x 60 ' • ° - - � � - ° / \ � ° S/L T FENCE EX CUL VFRT x o 2-10.5'x43'x8' DEEP RAIN FOR RENT TANKS EQUAL. / - - PER C.O.R. STD PLAN 214.00 x — _ CONTRACTOR .MALL PUMP FROM SUMP AREA INTO TANKS - 0 I \ _ - - - - - - — •"� ''� _ — x—DISCHARGE FROM TANKS SHALL BE PUMPED TO EXISANG x ij , - fi -_�_ SHEET C2.32 (TYP) \ •• • - ' ' - _ _ _ _ _ _ _ DOWNSTREAM CO/V I2�YANCE SY51FM OR CLEAN WA 1FR �� - ¢ CDZN \ 0 ' - • ' - - - _ � ° S \ s INTERCEPTOR SYSTEM ON ATEI'll 1! - Iv o o v \ \ \ ss ass SS ss. �S SNPm� \ V — - -- /PROPERTY'\ \ o"P V / / �� _ LINE TYP _ CLEAN WA 1FR STAB/LIZED CONSIRUC110N ENTRANCE �„ ( ) -_ _ _ _ I INMRCEPTOR SYSTEM LINCOLNA VE" NE" INTERCEPTOR SWALES INCLUDING PER C.O.R. STD PLAN 215.10 o"P / \ CLEAN WATER SYSTEM SHALL BE - IT— - - —I-- - _ DIRECTED TO CAUL T UPON SEE SHEET C2.32 (TYP) DIRECT SWALE TOEXISANG 9 f00 CONSTRUCTION OF CAUL T - 94+0 DITCH AND CUL VFRT x— x— x— x— x \ oN _ - - -x—x�x 1 -- - _ �, o yf• CIVIL ENGINEERING \ \ dHo �Ho LANDSCAPE ARCHITECTURE — PLANNING 99 DESIGN SURVEYING lSTE�. - - - - - - - � 12100 NE 195th St, Suite 300 Bothell, Washington 98017 425.885.7877 --SS S ss SS -------s------��-- SCALE: 1" = 20' — - // R 417914 dtio o ss ass ass�.�...` 4 28 22 s 0 10 20 40IN COMPLIANCE WITH CITY OF RENTON STANDARDS e -- DEVELOPMENT ENGINEERING --------------------------- COLNA I/ " NE" 91+00 )&o A o� msippo 05/10/2022 \ `(EYMAP W 1 REVISED PER CITY COMMENTS MEM 7/15/21 HHH sumE1ED- SCALE: �,� NAw IM Z 2 REVISED PER CITY COMMENTS MEM 2/15/22 HHH ENN R. sPRAGUE P.L.S. ,ea3i3O, CITY 0 F CANOPY L�NCOLN 3 REVISED PER CITY COMMENTS MEM 4/11/22 H H H ow�Rr DmmHOLLI HEAVRIN 4196E/NCOLNAI/ENE, RENTON, WA 98056 RENTON 'QVE NE 4 REVISED PER CITY COMMENTS MEM 4/28/22 HHH MARY MOORS ONE INCH DATUM CHECKED. AT FULL SCALE Planning/Building/Public Works Dept. TEMPORARYEROSION & HOLLI HEA VRIN IF HOT ONE INCH N0. REVISION BY DATE APPR HO LI H HEAVRIN P.E. Y SEDIMENTATION CONTROL PLAN O DATE: 4128122 Q SU DBOM, PACE DRAWING NO. C2.01 SHEET. OF. 14 107 SEE LEFT 9 O O 0 Z Q N N v 11 NOTES THIS PLAN IS FOR #VRK OCCURRING MAY 1ST — SEPT. JOTH. ANY WORK BEYOND SEPT. 30TH WLL REQUIRE A NET #EATHER PLAN APPROVED BY THE CITY OF RENm Z TURBIDITY LEVEL OF TREATED WATER LEAVING SITE MUST NOT EXCEED 25 NTUs pH LEVEL MUST BE BE7HEEN A MIN OF 6.5 AND A MAX OF 8.5. 3. MEASURES SMALL BE PROVIDED /N THE RIELD TO PREVENT SURFACE RUNOFF RUNNING FROM SUBJECT LOT TO ADJACENT PROPERAES. K ANY DAMAGE TO ROADWAY, CURB AND SIDEWALK DURING CONSTRUCAOIV W LL REQUIRE RESTORA AON AS PER CITY OF RENTOW STANDARD PLAN. 5 TREE PRO TECACYV FENCING SHALL STA Y INTACT UNAL AUTHOR/ZED TO BE REMOVED BY CITY STAFF. A CERAFIED ARBORIST SHALL BE 0S/TE DURING WORK WTHIN THE DRIPVNE OF THE PROTECTED TREES. SEE SHEET 02.Of EROSION LEGEND CONSIRUCAON ENTRANCE WATTLE CONSTRUCAON ENTRANCE GRA VEL SEDIMENT RETENAO/V CLEARING LIMITS LINE CLEARING LIMITS LINE TEMPORARY PIPE — x — x — x — SILT FENCE ° ° EX TREES TO BE SAVED TREE RETENAON FENCE SWALES PIPE SLOPE DRAIN ROCK CHECK DAM 1 REVISED PER CITY COMMENTS MEM 7/15/21 HHH SURIM . ENN R. SPRAGUE P.L. 2 REVISED PER CITY COMMENTS MEM 2/15/22 H H H oE�ar HOLLI HEAVRIN 3 REVISED PER CITY COMMENTS MEM 4/11/22 HHH 4 REVISED PER CITY COMMENTS MEM 4/28/22 77HH DRWN; MARY MOORE CHECKED: HOLLI HEAVRIN N0. REVISION BY I DATE APPR HO L/ H HEAVRIN P.E. ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY SCALE: 1" = 20' 0 10 20 40 UNDERGROUND LOCATOR SERVICE CALL BEFORE YOU DIG. 811 VEITrICAL. w " M mmzwA - /101 DATUM CITY OF RENTON Planning/Building/Public Works Dept. pK INS i�o;ry'y CIVIL ENGINEERING z LANDSCAPE ARCHITECTURE Ulm PLANNING 99 DESIGN SURVEYING RTE�. ' 12100 NE 195th St, Suite 300 Bothell, Washington 98017 425.885.7877 4/28/22 R-417 915 IN COMPLIANCE WITH CITY OF RENTON STANDARDS DEVELOPMENT ENGINEERING msippo 05/10/2022 ' CANOPY 4196 L/NCOLNAVENE, RENTON, WA 98056 TEMPORARYEROSION & SEDIMENTATION CONTROL PLAN 1 O DATE: R 4128122 (` FIELDBOOIC PAGE DRAWING NO: C2.02 SHEET: OF. 15 107 O O O Q 0 N v I N O N v` W W W NOTES THIS PLAN IS FOR HVRK OCCURRING MAY 1ST — SEPT. ,30TH. ANY WORK BEYOND SEPT. 30TH WLL REQUIRE A NET #EATHER PLAN APPROVED BY THE CITY OF RENm TURBIDITY LEVEL OF TREATED WATER LEAVING SITE MUST NOT EXCEED 25 NTUs pH LEVEL MUST BE BETWEEN A MIN OF 6.5 AND A MAX OF 8.5. 3 MEASURES SMALL BE PROVIDED /N THE RIELD TO PREVENT SURFACE RUNOFF RUNNING FROM SUBJECT LOT TO ADJACENT PROPERAES. ANY DAMAGE TO ROADWAY, CURB AND SIDEWALK DURING CONSTRUC770YV W LL REQUIRE RESTORA AON AS PER CITY OF RENTON STANDARD PLAN. i TREE PRO TECACYV FENCING SHALL STA Y INTACT UNAL AUTHOR/ZED TO BE REMOVED BY CITY STAFF. A CERAFIED ARBORIST SHALL BE 0S/TE DURING WORK WTHIN THE DRIPVNE OF THE PROTECTED TREES. SEE SHEET C2.04 EROSION LEGEND CONSIRUCAON ENTRANCE CONSTRUCAON ENTRANCE GRAVEL CLEARING LIMITS LINE CLEARING LIMITS LINE TEMPORARY PIPE —x—x—x— SILTFENCE TREE RETENAON FENCE SWALES PIPE SLOPE DRAIN ROCK CHECK DAM 1 REVISED PER CITY COMMENTS 2 REVISED PER CITY COMMENTS 3 REVISED PER CITY COMMENTS 4 REVISED PER CITY COMMENTS "m REVISION WATTLE SEDIMENT RETENAON 0 o EX TREES TO BE SAVED MEM 7/15/21 HHH EN R SPRAGUE P.L.S. � MEM 2/15/22 14/11/22 HHH oE�ar HOLLI HEAVRIN MEM HHH MEM 4/28/22 HHH °""` MAR MOORS ONE INCH AT FULL SCNi IF NOT ONE INCH SCALE "`CORD1NGLf CHECKED: HOLLI HEA VRIN BY DATE APPR wPwllw' HOLLI H. HEAVRIN P.E. SCALE: 1" = 20' 0 10 20 40 UNDERGROUND LOCATOR SERVICE CALL BEFORE YOU DIG. 811 HORMO�N1AL- 1 D 19�/1991 DATUM CITY OF RENTON Planning/Building/Public Works Dept. Ln ROCK LINED SWALE CONSISANG OF 4 "--8" RIP RAP (TYP) Ln \ \ 'moo BEGIN CLEAN WATER SYSTEM 120 PIPE SLOPE DRAIN /Z/ CLEAN WATER SYSTEM CDIVS/SANG OF 12" PIPE SLOPE GRAIN PER C. O.R. STD PLAN 217.30 SEE SHEET C2.32 pK INS �, i�osyH CIVIL ENGINEERING LANDSCAPE ARCHITECTURE Ulm PLANNING 99 DESIGN SURVEYING lSTV ' 12100 NE 195th St, Suite 300 Bothell, Washington 98017 425.885.7877 4/28/22 R-417 916 IN COMPLIANCE WITH CITY OF RENTON STANDARDS fm VELOPMENT ENGINEERING sippoo 05/10/2022 V-01 CANOPY 4196 L/NCOLNAVENE, RENTON, WA 98056 TEMPORARYEROSION & SEDIMENTATION CONTROL PLAN 4128122 C2.03 Er: OF. 16 107 M O O N v N N 0 SIC Zs V PC 1 O Q I SEE SHEET C2, 03 o— x— x x — x x �� x x— x —'"�— �• x— x— — — A- x x_ — 00 _ x — Ix x x— x x� �+ 0 — \ x— x— x— x— x x— x \ f 0 x—x—x—x—x—x _ S/L T FENCE 1 \ \ N0139'1H 510.00 PER 00..R. STD PLAN 214.00 W — SEE1EET C2.32 (TYP) / ALL TREES OUTSIDE \ \ I � �� \ \ \ . N �\ J o CA TCH BASIN INSERT PIPE SLOPE GRAIN SHALL BE BURIED x I V A A V A w� \ \ V A V A A V A \ O/ / \ A \ V A \ Of \\ \\ \\ \ \\ \ \ \ _cn v 100 \ \ \ \ \ \ \�i \ /A- v\ v v v \ V \ V A \ \\ \\ ` \ Q I'll \ \ PIPE SLOPE ORA/N SHALL BE BURIED x / V \ \ \ \ \ \ \ \ \ \ \ \ \ \ \\ \ \ \ \ W17H MIN 18" COVER UNDER EX DR/VEWA Y / \ \ \ \ \ \ \ \ \ \ \ \ \ \ NO CONSTRUC770N ACCESS IS TO �. � \ \ OCCUR ON NE 40TH ST, N77H THE \ A A A 5� �� A \ \ \ x \ \ \ \ \ \ \ 0 2 \ \ \ \ EXCEPA�V OF STREET CONSIRUCA6V N. \ 901, Nr` CLEAN WATER SYSTEM CONSISANG I �' OF 12 N PIPE SLOPE DRAIN PER C.O.R. STD PLAN217JO + SEE SHEET C2.32 10- \ \\V A \ \\ PROPOSED F/N/,� v v v v v v v v v EX GROUND GRADE CONTOUR V V, X \ \ \ CONTOUR (TYP) o (TYP) 0 v v vv �\ vv vv "100v v vv A \ i \ \ \ \ \ \ \ \ \ \ \ C � \ � � /ore CIVIL ENGINEERING LANDSCAPE ARCHITECTURE PLANNING SURVEYING NOTE,? EHOS/ON LEGEND - 12100 NE 195th St, Suite 300 Bothell, Washington 98017 425.885.781-7 THIS PLAN IS FOR #VRK OCCURRING MAY 1ST - SEPT. CONSTRUCAO/V ENTRANCE WATTLE SCALE: 1 it = 2 O ' 4/28/22 R-417 917 307H. ANY WORK BEYOND SEPT. 307H WLL REQUIRE A a CONSTRUCAO/V ENTRANCE GRAVEL SEDIMENT RETENAON 0 10 20 40I N COMPLIANCE WITH CITY O F R E NTO N STANDARDS NET #EATHER PLAN APPROVED BY THE CITY OF Ram CLEARING LIMITS LINE CLEARING LIMITS LINE TURBIDITY LEVEL OF TREATED WATER LEAVING SITE TEMPORARY PIPE o o EX TREES TO BE SAVED DEVELOPMENT ENGINEERING MUST NOT EXCEED 25 NTUs pH LEVEL MUST BE — x — x — x — SILT FENCE + BETWEEN A MIN OF 6.5 AND A MAX OF 8.5. TREE RETENAON FENCE msippo 05/10/2022 SWALES UNDERGROUND LOCATOR SERVICE MEASURES . /ALL BE PROVIDED /N THE FIELD TO PIPE SLOPE DRAIN CALL BEFORE YOU DIG! PREVENT SURFACE RUNOFF RUNNING FROM SUBJECT LOT ROCK CHECK DAM TO ADJACENT PROPERAES. $ J J O ANY DAMAGE TO ROADWAY, CURB AND SIDEWALK DURING C6W5TRUCA6IV WILL REQUIRE RESTORATION AS 1 REVISED PER CITY COMMENTS MEM 7/15/21 HHH DAM, Q PER C/TY OF RENTaV STANDARD PLAN. ENN RR SPRAGUE P.L.S. scA� HORIZONTAL WD I W3�11e1 CANOPY 4128122 V 2 REVISED PER CITY COMMENTS MEM 2/15/22 HHH DEMM. CITY OF BOM 3 REVISED PER CITY COMMENTS MEM 4/11/22 H H H HOLLI HEAVRIN 4196E/NCOLNAI/ENE, RENTON, WA 98056 Flm 11 TREE PRO TECAOIV FENCING SHALL STAY INTACT UNITL 4 REVISED PER CITY COMMENTS MEM 4/28/22 HHH R E N TO N PME. AUTHOR/ZED TO BE REMOVED BY CITY STAFF. MARY MOORS ONE INCH DATUM ® DRAWING Na CHECKED: AT FULL SCALE Planning/Building/Public Works Dept. TEMPORARYEROSION & C2 Ott A CERTIFIED ARBORIST SHALL BE ONS/TE DURING WnRK HOLLI HEAVRIN IF NOT ONE INCH N7IHlN THE ORIPVNE of THE PROTECTED TREES. N0. REVISION BY DATE APPR HO L/ H HEAVRIN P.E. Y SEDIMENTATION CONTROL PLANrSH-W- 17 107 OF. IN M O O O O N v STORM WA TER POLL UT/ON PREVENT/ON NOTES CONSTRUCT/ON SEQUENCE TEMPORARY CO VER 1. NO LIQUIDS INCLUDING PETROLEUM PRODUCTS, FUEL, SOL BENTS, DETERGENTS PAINT, PESTICIDES, CONCRETE ADMIXTURES, 10 SCHEDULE AND ATTEND A PRE —CONSTRUCTION CONFERENCE WITH THE CITY OF RENTOIV. 1. FROM MAY 1 TO SEP7FM8ER JO ANY DISTURBED AREA /N WHICH NO ADDITIONAL MIORK WILL BE PERFORMED W17HIN 7 FORM OILS, ETC. SHALL BE STORED ON SITE. DAYS SSUALL BE PROTECTED BY STRAW MULCH, WOOD FIBER MULCH, COMPOST, PLASTIC .MEETING, CRUSHED ROCK, OR 0 fZAG THE LIMITS OF CLEARING, INSTALL F/L TER FABRIC FENCE WHERE SHOWN ON PLANS INSTALL EITHER 42 ORANGE OTHER APPROVED METHODS 2. ALL POLLUTANTS INCLUDING WASTE MATERIALS AND DEMOL/TION DEBRIS, THAT OCCUR ON --SITE DURING 06YVS7RU0176N SAFETY FENCE OR FILTER FABRIC FENCE ALONG ALL OTHER LIMITS OF CLEARING WHERE RL7ER FABRIC fFNCE IS NOT SHALL BE HANDLED AND DISPOSED OF /N A MANNER THAT DOES NOT CAUSE 06YVTAM/NATION OF STORMWATER. DELINEATED. CONTRACTOR TO COORDINATE WITH CITY TO WALK CLEARING LIMITS (AND TREE PROTECTION PRIOR TO 2. PREfFRRED MULCH, HAY, OR STRAW CLEARING OF THE SITE TO ENSURE ADJUSTMENTS DO NOT NEED TO BE MADE TO PROTECT TREES AND WGETATION TO J. ALL FUELING SHALL BE PROVIDED BY A FUELING TRUCK. NO FUEL SHALL BE STORED ON S/7F REMAIN. A. DEPTH OF THE APPLICATION A MINIMUM OF 2 INCHES. O 06YVS7RUCT THE TEMPORARY ROCK LINED 06YVS7RU077ON ENTRANCE. 4. ALL VEHICLE MAINTENANCE AND REPAIRS SHALL BE DONE OFFSITE. B. APPLICATION RATE 75 TO 100 POUNDS (T#V TO THREE BALES) PER 1, 000 SO FT. 1.5 TO 2.5 01IS (90 TO 120 M Q 40 CLEAR THE AREA SHOWN ON SHEET 02.01 FOR THE INSTALLATION OF BAKER TANKS AND SEDIMENT TRAP. CONSTRUCT BALES) PER ACRES N (� 5. CONCRETE WASTE SHALL BE HANDLED AS LISTED: TEMP SEDIMENT TRAP AND PUMP FROM TRAP TO BAKER TANK. TEMPORARY SEDIMENT TRAP AND BAKER TANKS CAN BE REMOVED ONCE DETENTION V/AUL TS ARE FULL Y CONSTRUCTED. 4. IN AREAS 2-1 OR STEEPER, ALL WINDBLOWN AREA MULCH MA Y NEED TO BE ANCHORED DOWN NTH THE NETTING, KEPT O A. UNUSED CONCRETE REMAINING /N THE ]RUCK AND PUMP SHALL BE RETURNED TO ORIGINATING BATCH PLANT FOR MOIST, OR BEAN EOUIVALENT APPROVED METHOD. 0 RECYCLING. O5 06YVS7RUCT THE DETENTION V/AUL7S CONTROL STRUCTURE, AND OUTLET PIPE. SEE SHEETS 04.J1 & 04.J2 FOR DETAILS. O INSTALL RL7ER FABRIC PROTECTION ON NEWLY CONSTRUCTED CATCH BASINS AND EX/STING CATCH BASNS AS i B. CONCRETE ]RUCK CHUTES, PUMPS, INTERNALS, HAND TOOLS INCLUDING, BUT NOT LIMITED TO,, SCREEDS, SHOVELS, DE.90AIED ON SHEETS C2.01—C2.04. PERMANENT COVER O RAKES, FLOA 1S AND 1RONELS SHALL BE WASHED OFF ONL Y INTO FORMED AREAS AWAITING INSTALLATION OF O6 BEGIN CLEARING AND GRADING WHILE EXTENDING TEMPORARY INTERCEPTOR SHALES. BRING THE SITE TO SUBGRADE, CONCRETE OR ASPHALT. INSTALL UTILITIES. HYDROSEED AS SOON AS PRACTICAL. 1. CONSTRUCTION ACCEPTANCE H0LL BE SUMECT TO A WELL ESTABLISHED GROUND COVER THAT N7LL FULFILL THE Q C. EQUIPMENT THAT CANNOT BE EASIL Y MOVED, SUCH AS CONCRETE PAVERS, SHALL ONL Y BE WASHED IN AREAS THAT 70 STABILIZE ALL AREAS ONCE FINAL GRADES ARE ESTABLISHED BY SUITABLE APPL/CATIREQUIREMENT OF THE APPROVED CONSTRUCTION PLAN OF BMPs BY HYDROSEED, SOD, *-4 D. NOT DIRECTLY DRAIN TO NATURAL OR CONSTRUCTED STORMHATER CONVEYANCES. OR SIMILAR METHOD. 2. ALL DISTURBED AREAS, SUCH AS RETENTION FACIL/TIES, ROADWAY BACKSLORES, ETC., SHALL BE SEEDED NTH A ( ) 8 REMOVE EROSION CONTROL FACILITIES EXCEPT INLET RL 1ERS. ONL Y WHEN APPROVED BY CITY INSPECTOR). PERMANENT GROUND COVER OR AS DIRECTED BY CITY INSPECTOR TO MINIMIZE EROSION GRASS KILL BE DONE USING AN D. WHEN NO FORMED AREAS ARE A VAILABLE, CO/VCREIE WASTE SHALL BE DISCHARGED TO A PA LIED OR LINED SUMP. 0 APPROVED HYDROSEEDER OR OTHERNSE APPROVED BY ENGINEER. SEE THESE PLANS FOR L0CATI0/V OF THE SUMP. WASTE WATER WITHIN THE SUMP SHALL El7HER BE NEUTRALIZED 90 PAVE ROADWAYS PRIOR TO DISCHARGE TO THE SEDIMENTATION FACIL/TY OR DISPOSED OF /N A MANNER THAT DOES NOT VIOLATE THE FOLLOWNG BMPS SHALL APPL Y TO ALL GRADING AND CLEARING ACTIVITY PERFORMED BETWEEN 0 COBER 1 AND MARCH JI: M GROUNDWATER OR SURFACE WATER QUALITY STANDARDS. 10 REMOVE INLET RL1ERS WHEN THE POTENTIAL FOR ON —SITE EROSION HAS PASSED. N 1. GRADING AND CONSTRUCTION SHALL BE TIMED AND CONDUCTED IN STAGES TO MINIMIZE SOIL EXPOSURE. 6. SLURRY, CUTTINGS, AND PROCESS WATER FROM SANCUTTING AND SURFACING SHALL BE DISCHARGED TO FORMED AREAS 11 CLEAN STORM SYSTEM PRIOR TO USE. DO NOT FLUSH CLEANING WATER DOWSIREAM. V AWAITING INSTALLATION OF CONCRETE OR ASPHALT OR TO PAVED OR LINED SUMP. WASTEWATER FROM CONCRETE SLURRY 2. EXPOSED SOILS SHALL BE COVERED NTHIN 2 DAYS USING DAM MULCH, SOD, HOG fIIEL, PLASTIC OR OTHER APPROVED WASH SHALL NOT BE DISCHARGED INTO THE SURFACE WATER, SEDIMENT RETENTION SYSTEM, OR THE VAULT. TEMPORARY BOPS CAN BE REMOVED ONLY AFTER PROJECT /S COMPLETF AND RISK OF SILT LADEN WATER LEAVING THE PROTECTED COVER. SITE HAS PASSED. 7. WHEEL WASH, OR TIRE BATH WASTEWATER, SHALL BE DISCARDED TO THE SEDIMENTATION FACIL/TY OR TO THE SANITARY J. INSPECT AND MAINTAIN SEDIMENT CONTROL MEASURES DAILY. SEWER. WET WEA THER CONSTRUCT/ON NOTE"" A. REPLACE ANY DAMAGED SOPS AND UPGRADE BASED ON HEATHER CONDITIONS. O 8. APPLICATION OF AGRICULTURAL CHEMICALS, INCLUDING FERTILIZERS AND PESAC/DES, SHALL BE CONDUCTED IN A MANNER ALL PROX07S #VRKING UNDER A DRY SEASON TFSC MANAGEMENT PLAN SHALL BE SUBSTANTIALLY COMPLETE BY O AND AT APPLICATION RATES THAT WILL NOT RESULT IN LOSS OF CHEMICAL TO STORMHA7ER RUNOFF MANUFACTURERS' SEP7EMBER JOIN TO AVOID IMPLEMENTATION OF RAINY SEASON CONS TRUCTIONV REQUIREMENTS PROJECTS THAT WILL NOT BE B. REMOVE SEDIMENT ACCUMULATION ONCE DEPTH EXCEEDS 6 INCHES. RECOMMENDATIONS SHALL BE FOLLOWED FOR APPLICATION RATES AND PROCEDURES SUBSTANTIALLY COMPLETED BY SEPTEMBER J07H SHALL SUBMIT A SEASONAL SUSPENSION PLAN AND/OR NET HEATHER PLAN PREPARED IN ACCORDANCE WIN THE GENERAL STANDARDS FOR RAINY SEASON CLEARING / GRADING, FOR APPROVAL 4. INSTALL CO/R LOG, ROCK OR STRAW BALE CHECK DAMS EVERY 100 FEET ON CENTER ALONG ALL DRAINAGE INTERCEPTOR 97HE CONTRACTOR SHALL DESIGNATE A PERSON AS THE RESPONSIBLE REPRESENTATIVE IN CHARGE OF EROSION CONTROL BY THE CITY OF RENTON. AN APPROVED PLAN MUST BE AVAILABLE BY SEPIEMBER 1ST. ALLOW 7 NbRKING DAYS FOR EACH DITCHES MAINTENANCE OF ALL EROSION CONTROL AND STORMWAIER POLLUTIO/V PREVENTION FAC/CITIES. REVIEW PERIOD. THE APPROVED PLAN MUST BE /MPLEMENIEO BY SEPIEMBER 151H. lF NO PLAN HAS BEEN APPROVED BY SEPTEMBER 1ST, THEN STOP WORK AND SECURE THE SITE AGAINST EROSION, NO fUR1HER WORK WLL BE PERM/TIED UNTIL 5 EROSION CONTROL MATERIALS ARE TO BE STOCKPILED ON SITE PRIOR 10 ANY SITE ACTIVITY DUST CONTROL MAY 1ST WHEN THE DRY SEASON RETURNS. 6. AT STORM EVENT, NO ACTIVITY WILL OCCUR ON SITE EXCEPT WORK OYV EROSION CONTROL. WHEN EXPOSED SOIL SURFACES ARE EXPOSED TO THE POINT THAT WAD TRANSPORT /S POSSIBLE, THE EXPOSED SOILS SHALL MAINTENANCE BE SPRA YED UNTIL NET, BUT RUNOFF SHALL NOT BE GENERA TED BY SPRA PING. 1. MAINTENANCE AND REPAIR OF EACH TEMPORARY AND PERMANENT EROS/D/V AND SEDIMENT CONTROL BMP SHALL BE DEWA TERING CONTROL CONDUCTED AS NEEDED TO ENSURE DES/RED fUN0776YV. ANY RUNOFF GENERATED BY DEHA7ERING SHALL BE TREATED BY DISCHARGE TO SEDIMENTATION FACILITY. /F DENATFR/NG 2. VISUAL MO/V/TOR/NG OF ALL BMPS INSTALLED WILL BE CONDUCTED AT LEAST D/VCE EVERY CALENDAR MEEK AND N THIN 24 OCCURS FROM AREAS WHERE THE WATER HAS COME INTO CONTACT WITH NEW CONCRETE 7XF pH OF THE WATER MUST BE HOURS OF ANY STORMHA7ER OR NON—STORMHATER DISCHARGE FROM THE SITE. IF THE SITE BECOMES /NAC7714f- AND IS MONITORED AND MUST BE NEUTRALIZED PR/OR TO DISCHARGE. A DENA7ER/NG PLAN MUST BE SUBM/T7E0 AND APPROVED BY 7EMPORARY STABILIZED, THE INSPECTION FREQUENCY MAY BE REDUCED TO ONCE EVERY CALENDAR MONTH! THE CITY OF RENTON PRIOR TO DENATERING ACTIVITIES. J. PERMANENT BMPS INSTALLED FOR 7HE CONTINUED USE OF STORMHA TER CONTROL SHALL BE EXAMINED AND RESTORED TO FULL OPERATING CONDITION. IF SEDIMENT ENTERS THESE BMPS, THE SEDIMENT SHALL BE REMOVED. GENERAL STOCKPILENOTES STOCKPILE AREAS TO BE COVERED WITH WSQUEEN PLASTIC (MIN/MUM 6 M/L.), WIEN NOT IN USE. VISQUEEN /S TO BE HELD IN PLACE BY A MIN/MUM OF 10 LB. SAND BAGS PLACED EVERY 15 FEET ALONG THE EDGE AND ACROSS THE PILE. STOCKPILE HEIGHT NOT TO EXCEED 8 FEET. UNDERGROUND LOCATOR SERVICE CALL BEFORE YOU DIG. 811 1 REVISED PER CITY COMMENTS 2 REVISED PER CITY COMMENTS 3 REVISED PER CITY COMMENTS 4 REVISED PER CITY COMMENTS Im REVISION pK INS i�o;ry'y CIVIL ENGINEERING z LANDSCAPE ARCHITECTURE PLANNING Ulm 99 DESIGN SURVEYING 12100 NE 195th St, Suite 300 Bothell, Washington 98017 425.885.7877 4/28/22 R-417 918 IN COMPLIANCE WITH CITY OF RENTON STANDARDS DEVELOPMENT ENGINEERING msippo 05/10/2022 O Z MEM 7/15/21 HHH _ENE R. SPRAGUE P.L.S. Q MEM 2/15/22 H H H AS NOTED H0RIZIMA`` NAD 'W3/'0' a CITY 0 F CANOPY �� 4128122 V MEM 4/11/22 HHH HOLLI HEAVRIN + 4196L/NCOLNAV/ENE, RENTON, WA 98056 RUDBOOK: MEM 4/28/22 HHH RENTON PAS: MARY MOORS ONE INCH DATUM DRAYMNO NM CHED AT FULL SCALE Planning/Building/Public Works Dept. TEMPORARYEROSION & SEDIMENTATION C2 31 HOLLI HEA VRIN IF NOT ONE INCH BY DATE APPR HOLLI Ll H HEAVRIN P.E. � �Y CONTROL NOTES 18 107 sHEEr. OF. DocuSign Envelope ID: 6EECF5B6-602A-4E4A-B436-A317AA638878 DocuSign Envelope ID: 6EECF5B6-602A-4E4A-B436-A317AA638878 DocuSign Envelope ID: 6EECF5B6-602A-4E4A-B436-A317AA638878 DocuSign Envelope ID: 6EECF5B6-6D2A-4E4A-B436-A317AA638878 O O N M N v 2"x2" 14 GAUGE WIRE, OR EQUIVALENT, IF STANDARD STRENGTH FABRIC USED 2' MIN. FILTER FABRIC 6' MAX. I I I 12" MIN, POTO 8'PF W RE BAC KING ISUSED INCREASED I 4 x4" MIN. TRENCHST SACING MAY BE I I� BACKFILL TRENCH WITH NATIVE SOIL OR 3/4" TO 1-1/2" WASHED GRAVEL 2"x4" WOOD POSTS, STEEL FENCE POSTS, OR EQUIVALENT (TYP.) NOTES: 1. CONDITIONS OF USE 1.1. SILT FENCE MAY BE USED DOWNSLOPE OF ALL DISTURBED AREAS. 1.2. SILT FENCE IS NOT INTENDED TO TREAT CONCENTRATED FLOWS, NOR IS IT INTENDED TO TREAT SUBSTANTIAL AMOUNTS OF OVERLAND FLOW- ANY CONCENTRATED FLOW MUST BE CONVEYED THROUGH THE DRAINAGE SYSTEM TO A SEDIMENT TRAP OR POND. 2. DESIGN AND INSTALLATION SPECIFICATIONS 2,1. THE GEOTEXTILE USED MUST MEET THE STANDARD LISTED BELLOW. A COPY OF THE MANUFACTURER'S FABRIC SPECIFICATIONS MUST BE AVAILABLE ON SITE. AOS (ASTM D4751) 30-100 SIEVE SIZE (0.60-0.15mm) FOR SILT FILM 50-100 SIEVE SIZE (0.30-0.15mm) FOR OTHER FABRICS WATER PERMITTIVITY (ASTM D4491) 0.02 SEC MINIMUM GRAB TENSILE STRENGTH (ASTM 04632) 180 LBS. MIN. FOR EXTRA STRENGTH FABRIC 100 LBS. MIN. FOR STANDARD STRENGTH FABRIC GRAB TENSILE ELONGATION (ASTM D4632) 30% MAX. (WOVEN) ULTRAVIOLET RESISTANCE (ASTM D4355) 70% MIN. 2.2. STANDARD STRENGTH FABRIC REQUIRES WIRE BACKING TO INCREASE THE STRENGTH OF THE FENCE. WIRE BACKING OR CLOSER POST SPACING MAY BE REQUIRED FOR EXTRA STRENGTH FABRIC IF FIELD PERFORMANCE WARRANTS A STRONGER FENCE, 2.3. WHERE THE FENCE IS INSTALLED, THE SLOPE SHALL NOT BE STEEPER THAN 2H:1V 2.4. IF A TYPICAL SILT FENCE IS USED, THE STANDARD 4"X4" TRENCH MAY BE REDUCED AS LONG AS THE BOTTOM B INCHES OF THE SILT FENCE FABRIC IS WELL BURIED AND SECURE IN A TRENCH THAT STABILIZES THE FENCE AND DOES NOT ALLOW WATER TO BYPASS OR UNDERMINE THE SILT FENCE. 2.5. FILTER FABRIC FENCES SHALL BE INSTALLED ALONG CONTOURS WHENEVER POSSIBLE. 3. MAINTENANCE STANDARDS 3.1. ANY DAMAGE SHALL BE REPAIRED IMMEDIATELY. 3.2- IF CONCENTRATED FLOWS ARE EVIDENT UPHILL OF THE FENCE, THEY MUST BE INTERCEPTED AND CONVEYED TO A SEDIMENT TRAP OR POND. 3.3. T IS IMPORTANT TO CHECK THE UPHILL SIDE OF THE FENCE FOR SIGNS OF THE FENCE CLOGGING AND ACTING AS A BARRIER TO FLOW AND THEN CAUSING CHANNELIZATION OF FLOWS PARALLEL TO THE FENCE. IF THIS OCCURS, REPLACE THE FENCE OR REMOVE THE TRAPPED SEDIMENT. 3.4. SEDIMENT MUST BE REMOVED WHEN SEDIMENT IS 61NCHES HIGH G 3.5. IF THE FILTER FABRIC (GEOTEXTILE) HAS DETERIORATED DUE TO ULTRAVIOLET BREAKDOWN, IT SHALL BE REPLACED. UNLESS OTHERWISE NOTED, DRAWING IS NOT TO SCALE (NTS) A&V PRGAZ STD. PLAN - 214.00 DEPARTMENT •�� PUBLIC WORKS SILT FENCE 9/28/2018 1 'I` o"nu�w"a, aemmia�am. DATE DocuSign Envelope ID: 6EECF5B6-6D2A-4E4A-B436-A317AA638878 DIKE MATERIAL COMPACTED 90% MODIFIED PROCTOR - CORRUGATED METAL, CPE. OR EQUIVALENT PIPE - DISCHARGE TO A STABILIZED WATERCOURSE, BE DIME NT RETENTION FACILITY, OR STABILIZED OUTLET PROVIDE RIPRAP PAD OR EQUIVALENT ENERGY DISSIPATION INTERCEPTOR DIKE INTERCEPTOR DIKE / STANDARD FLARED END SECTION INLET AND ALL SECTIONS MUST BE SECURELY FASTENED TOGETHER WITH GASKETED WATERTIGHT FITTINGS 12' N•I'1 NOTES: 1. CONDITIONS OF USE 1.1, PIPE SLOPE DRAINS SHOULD BE USED WHEN A TEMPORARY OR PERMANENT STORMWATER CONVEYANCE IS NEEDED TO MOVE WATER DOWN A STEEP SLOPE TO AVOID EROSION, 1.2. PIPE SLOPE DRAINS MAY BE CONNECTED TO NEW CATCH BASINS AND USED TEMPORARILY UNTIL ALL PERMANENT PIPING IS INSTALLED - 1.3. PIPE SLOPE DRAINS MAY BE USED ON ANY SLOPE WITH A GRADIENT OF 2H:1V OR GREATER AND WITH AT LEAST 10 FEET OF VERTICAL RELIEF 1.4, PIPE SLOPE DRAINS MAYBE USED TO DRAIN WATER COLLECTED FROM AQUIFERS EXPOSED ON CUT SLOPES AND CONVEY IT TO THE BASE OF THE SLOPE. 1.5. PIPE SLOPE DRAINS MAY BE USED TO COLLECT CLEAN RUNOFF FROM PLASTIC SHEET COVER AND DIRECT AWAY FROM ANY EXPOSED SOILS 14 PIPE SLOPE DRAINS MAY BE INSTALLED IN CONJUNCTION WITH SILT FENCE TO DRAIN COLLECTED WATER TO A CONTROLLED AREA. 1,7. PIPE SLOPE DRAINS MAY BE USED TO TEMPORARILY DIVERT SMALL SEASONAL STREAMS AWAY FROM CONSTRUCTION. 1.6 PIPE SLOPE DRANS MAY BE CONNECTED TO EXISTR413 DOWNSPOUTS AND ROOF DRAINS USED TO DIVERT WATER AWAY FRO M M O WORK AREAS DURING BUILDING RENOVATION, DEMOLITION, AND CONSTRUCTION PROJECTS, I.P. PIPE SLOPE DRAINS MAY BE ROCK -LINED DITCHES OR OTHER PERMANENT. NOWEROSIVE CONVEYANCES USED TO CONVEY RUNOFF DOWN STEEP SLOPES THAT ARE NOT STEEP SLOPE HAZARDS. 2. DESIGN AND INSTALLATION SPECIFICATIONS 2.1. THE MAXI MUM DRAINAGE AREA ALLOWED FOR ANY SIZED PIPE IS 10 ACRES. FOR LARGER AREAS MORE THAN ONE PIPE SHALL BE USED OR A ROCK LINED CHANNEL SHALL BE INSTALLED. 22, THE SOIL AROUND AND UNDER THE PIPE AND ENTRANCE SECTION SHALL BE THOROUGHLY COMPA CTED. 2.3. THE FLARED 1N LET SECTION SHALL BE SECURELY CONNECTED TO THE SLOPE DRAIN AND BE FUSED OR WELDED. OR HAVE FLANGE -BOLTED MECHANICAL JOINTS T ENSURE A W TERTniT B C 0 A SEAL, 2.4. SLOPE DRAINS SHALL BE CONTINUOUSLY FUSED, WELDED OR FLANGE -BOLTED MECHANICAL JOINT PIPE SYSTEMS WITH PROPER ANCHORING TO THE SOIL 2.5. WHERE THE SLOPE DRAINS CROSS STEEP SLOPE HAZARD AREAS OR THEIR ASSOCIATE[) BUFFERS, THE INSTALLATION SHALL BE ON THE GROUND SURFACE. ANY AREA DISTURBED DURING INSTALLATION AND MAINTENANCE MUST BE IMMEDIATELY STABILIZED. 2.6- RE-ESTABLISH COVER IMMEDIATELY ON AREAS DISTURBED BY THE INSTALLATION. 3. MAINTENANCE STANDARDS A. 1, THE INLET SHALL NOT BE UNDERCUT OR BYPASSED BY WATER. IF THERE ARE PROBLEMS, THE HEAD WALL SHALL BE APPROPRIATELY REINFORCED. 32 NO EROSION SHALL OCCUR AT THE OUTLET POINT. IF EROSION OCCURS ADDITIONAL PROTECTION SHALL BE ADDED. UNLESSOTHERYWISE NOTED, DRAWING IS NOT YO SCALf (NTS; STD. PLAN - 217.30 PUBLIC WORKS DEPARTMENT PIPE SLOPE DRAIN GAZ 9/28/2018 1 DATE :45 AN :45 AM1 �X\Sj\P1C'�OPO R = 25' MIN. INSTALL DRIVEWAY CULVERT IF THERE IS A ROADSIDE DITCH PRESENT, AS PER CITY ROAD STANDARDS 4"-8" QUARRY SPALLS GEOTEXTILE CONSTRUCTION ENTRANCE NOTES: 1. DRIVEWAYS SHALL BE PAVED TO THE EDGE OF THE RIGHT-OF-WAY PRIOR TO INSTALLATION OF THE CONSTRUCTION ENTRANCE TO AVOID DAMAGING OF THE ROADWAY. \ 2. IT IS RECOMMENDED THAT THE ENTRANCE BE CROWNED SO THAT RUNOFF DRAINS OFF THE PAD 100'MIN. 15' MIN. PROVIDE FULL WIDTH OF INGRESSIEGRESS AREA 12" MIN. THICKNESS -I NOTES: 1. CONDITION OF USE 1.1. CONSTRUCTION ENTRANCE SHALL BE STABILIZED WHEREVER TRAFFIC WILL BE LEAVING A CONSTRUCTION SITE AND TRAVELING ON PAVED ROADS OR OTHER PAVED AREAS WITHIN 1,000 FEET OF THE SITE. 1.2. FOR RESIDENTIAL CONSTRUCTION PROVIDE STABILIZED CONSTRUCTION ENTRANCES FOR EACH RESIDENCE IN ADDITION TO THE MAIN SUBDIVISION ENTRANCE. STABILIZED SURFACES SHALL BE OF SUFFICIENT LENGTHAMIDTH TO PROVIDE VEHICLE ACCESSIPARKING, BASED ON LOT SIZECONFIGURATION. 2. DESIGN AND INSTALLATION SPECIFICATIONS 2.1. A SEPARATION GEOTEXTILE SHALL BE PLACED UNDER THE SPALLS TO PREVENT FINE SEDIMENT FROM PUMPING UP INTO THE ROCK PAD. THE GEOTEXTILE SHALL MEET THE FOLLOWING STANDARDS: GRAB TENSILE STRENGTH (ASTM D4632) 200 LBS. MIN. GRAB TENSILE ELONGATION (ASTM D4632) 30% MAX. (WOVEN) CBR PUNCTURE STRENGTH (ASTM D6241) 495 LBS. MIN. AOS (ASTM D4751) 2045 ILLS- STANDARD SIEVE SIZE) 2.2. DO NOT USE CRUSHED CONCRETE, CEMENT, OR CALCIUM CHLORIDE FOR CONSTRUCTION ENTRANCE STABILIZATION BECAUSE THESE PRODUCTS RAISE pH LEVELS IN STORMWATER AND CONCRETE DISCHARGE TO SURFACE WATERS OF THE STATE IS PROHIBITED. 2.3. HOG FUEL (WOOD BASED MULCH) MAY BE SUBSTITUTED FOR OR COMBINED WITH QUARRY SPALLS IN AREAS THAT WILL NOT BE USED FOR PERMANENT ROADS. HOG FUEL IS NOT RECOMMENDED FOR ENTRANCE STABILIZATION IN URBAN AREAS. THE INSPECTOR MAY AT ANY TIME REQUIRE THE USE OF QUARRY SPALLS IF THE HOG FUEL IS NOT PREVENTING SEDIMENT FROM BEING TRACKED ONTO PAVEMENT OR IF THE HOG FUEL IS BEING CARRIED ONTO PAVEMENT. 2.4. FENCING SHALL BE INSTALLED AS NECESSARY TO RESTRICT TRAFFIC TO THE CONSTRUCTION ENTRANCE. 2.5. WHENEVER POSSIBLE, THE ENTRANCE SHALL BE CONSTRUCTED ON A FIRM, COMPACTED SUBGRADE. THIS CAN SUBSTANTIALLY INCREASE THE EFFECTIVENESS OF THE PAD AND REDUCE THE NEED FOR MAINTENANCE. 3. MAINTENANCE STANDARDS 3.1, QUARRY SPALLS SHALL BE ADDED IF THE PAD IS NO LONGER IN ACCORDANCE WITH THE SPECIFICATIONS, 3.2, IF THE ENTRANCE IS NOT PREVENTING SEDIMENT FROM BEING TRACKED ONTO PAVEMENT, THEN ALTERNATIVE MEASURES TO KEEP THE STREETS FREE OF SEDIMENT SHALL BE USED. THIS MAY INCLUDE STREET SWEEPING, AN INCREASE IN THE DIMENSIONS OF THE ENTRANCE, OR THE INSTALLATION OF A WHEEL WASH. IF WASHING IS USED IT SHALL BE DONE ON AN AREA COVERED WITH CRUSHED ROCK AND WASH WATER SHALL DRAIN TO A SEDIMENT TRAP OR POND. 3.3. ANY SEDIMENT THAT IS TRACKED ONTO PAVEMENT SHALL BE REMOVED IMMEDIATELY BY SWEEPING, THE SEDIMENT COLLECTED BY SWEEPING SHALL BE REMOVED OR STABILIZED ON SITE. THE PAVEMENT SHALL NOT BE CLEANED BY WASHING DOWN THE STREET EXCEPT WHEN SWEEPING IS INEFFECTIVE AND THERE 15 A THREAT TO PUBLIC SAFETY. IF IT IS NECESSARY TO WASH THE STREETS, A SMALL SUMP MUST BE CONSTRUCTED. THE SEDIMENT WOULD THEN BE WASHED INTO THE SUMP WHERE IT CAN BE CONTROLLED AND DISCHARGED APPROPRIATELY. WASH WATER MUST BE PUMPED BACK ONTO THE SITE AND CANNOT DISCHARGE TO SYSTEMS TRIBUTARY TO SURFACE WATERS. 3.4. ANY QUARRY SPALLS THAT ARE LOOSENED FROM THE PAD AND END UP ON THE ROADWAY SHALL BE REMOVED IMMEDIATELY. 3.5, IF VEHICLES ARE ENTERING OR EXITING THE SITES AT POINTS OTHER THAN THE CONSTRUCTION ENTRANCE(S), FENCING SHALL BE INSTALLED TO CONTROL TRAFFIC, UNLESS OTHERWISE NOTED, DRAWING IS NOT TO SCALE (NTS) STD. PLAN - 215.10 • PUBLIC WORKS APPROVED: R DEPARTMENT STABILIZED CONSTRUCTION ENTRANCE GAZ 9/28/2018 I v"nim w".w: aem "i:nam, DATE DocuSign Envelope ID: 6EECF5B6-602A-4E4A-B436-A317AA638878 2"-4" ROCK 2 SECTION A SECTION B NOTES: 1. CONDITIONS OF USE 1.1. WHERE THERE IS CONCENTRATED RUNOFF FROM DISTURBED AREAS TO AND FROM SEDIMENT PONDS OR TRAPS. 1.2. TO CONVEY RUNOFF INTERCEPTED FROM UNDISTURBED AREAS AROUND THE SITE TO A NON -EROSIVE DISCHARGE POINT. 2. MAINTENANCE STANDARDS 2.1. ANY SEDIMENT DEPOSITION OF MORE THAN 6 INCHES SHALL BE REMOVED SO THAT THE CHANNEL IS RESTORED TO ITS ORIGINAL DESIGN CAPACITY. 2.2, THE CHECK DAMS SHALL BE EXAMINED FOR SIGNS OF SCOURING AND EROSION OF THE BED AND BANKS. IF SCOURING AND EROSION HAS OCCURRED, AFFECTED AREAS SHALL BE PROTECTED BY RIPRAP OR AN EROSION CONTROL BLANKET OR NET. UNLESS OTHERWISE NOTED, DRAWING IS NOT TO SCALE (NITS) STD. PLAN - 217.40 •, PUBLIC WORKS PPR °: 'I� DEPARTMENT DITCH CHECK DAMS GAZ 9/28/2018 I DATE UNDERGROUND LOCATOR SERVICE CALL BEFORE YOU DIG. 811 1 REVISED PER CITY COMMENTS 2 REVISED PER CITY COMMENTS 3 REVISED PER CITY COMMENTS 4 REVISED PER CITY COMMENTS :45 Ar :45 AN DRAINAGE GRATE GRATE FRAME SEDIMENT AND DEBRIS DRAINAGE GRATE (RECTANC BI FILTERED WATER - 5" MAX. TRIM OVERFLOW BYPASS a ' BELOW INLET GRATE DEVICE ISOMETRIC VIEW NOTES: 1. PROTECTION SHALL BE PROVIDED FOR ALL STORM DRAIN INLETS DOWNSLOPE AND WITHIN 500 FEET OF A DISTURBED OR CONSTRUCTION AREA, UNLESS THE RUNOFF THAT ENTERS THE CATCH BASIN WILL BE CONVEYED TO A SEDIMENT POND OR TRAP. 2. INLET PROTECTION SHALL BE USED TO PROTECT THE DRAINAGE SYSTEM. 3. THE CONTRIBUTING DRAINAGE AREA MUST NOT BE LARGER THAN ONE ACRE. 4. SIZE THE BELOW INLET GRATE DEVICE (BIGD) FOR THE STORMWATER STRUCTURE IT WILL SERVICE. 5. THE BIGD SHALL HAVE A BUILT-IN HIGH -FLOW RELIEF SYSTEM BYPASS). . ( ) 6. THE RETRIEVAL SYSTEM MUST ALLOW REMOVAL OF THE BIGD WITHOUT SPILLING THE COLLECTED MATERIAL. 7. PERFORM MAINTENANCE IN ACCORDANCE WITH STANDARD SPECIFICATION B-01.3(15), 8. ANY SEDIMENT IN THE CATCH BASIN INSERT SHALL BE REMOVED WHEN THE SEDIMENT HAS FILLED ONE-THIRD OF THE AVAILABLE STORAGE. THE FILTER MEDIA FOR THE INSERT SHALL BE CLEANED OR REPLACED AT LEAST MONTHLY. UNLESS OTHERWISE NOTED, DRAWING IS NOT TO SCALE (NTS) STD. PLAN - 216.30 • • PUBLIC WORKS APPR ED: DEPARTMENT CATCH BASIN INSERT GqZ 9/28/2018 nwnm wo,k: nnrom..n.,ro. DATE DocuSign Envelope ID: 6EECF5B6-602A4E4A-B436-A317AA638878 EROSION AND SEDIMENT CONTROL (ESC) STANDARD PLAN NOTES: THE FOLLOWING IS A LISTING OF GENERAL NOTES THAT SHALL BE INCORPORATED IN THE EROSION AND SEDIMENT CONTROL (ESC) PLAN SET. ALL THE NOTES ON THE LIST MAY NOT PERTAIN TO EVERY PROJECT. THE APPLICANT OR OWNER, HEREBY REFERRED TO AS APPLICANT, MAY STRIKE OUT IRRELEVANT NOTES IF NOT APPLICABLE TO THE PROJECT. HOWEVER, THE APPLICANT SHALL NOT RENUMBER NOR EDIT THE REMAINING NOTES. IF ADDITIONAL NOTES ARE NEEDED FOR SPECIFIC ASPECTS, THEY SHALL BE ADDED AFTER THE ESC STANDARD PLAN NOTES. 1. BEFORE ANY CONSTRUCTION OR DEVELOPMENT ACTIVITY OCCURS, A PRE -CONSTRUCTION MEETING SHALL BE HELD AMONG THE CITY OF RENTON, HEREBY REFERRED TO AS THE CITY, THE APPLICANT, AND THE APPLICANT'S CONTRACTOR. 2. THE APPLICANT IS RESPONSIBLE FOR OBTAINING THE WASHINGTON STATE DEPARTMENT OF ECOLOGY (ECOLOGY) CONSTRUCTION STORMWATER GENERAL PERMIT, IF IT IS REQUIRED FOR THE PROJECT. THE APPLICANT SHALL PROVIDE THE CITY COPIES OF ALL MONITORING REPORTS PROVIDED TO ECOLOGY ASSOCIATED WITH THE CONSTRUCTION STORMWATER GENERAL PERMIT. 3. THE ESC PLAN SET SHALL INCLUDE AN ESC CONSTRUCTION SEQUENCE DETAILING THE ORDERED STEPS THAT SHALL BE FOLLOWED FROM CONSTRUCTION COMMENCEMENT TO POST -PROJECT CLEANUP IN ORDER TO FULFILL PROJECT ESC REQUIREMENTS. 4. THE BOUNDARIES OF THE CLEARING LIMITS, SENSITIVE AREAS AND THEIR BUFFERS, AND AREAS OF VEGETATION PRESERVATION AND TREE RETENTION AS PRESCRIBED ON THE PLAN(S) SHALL BE CLEARLY DELINEATED BY FENCING AND PROTECTED IN THE FIELD IN ACCORDANCE WITH APPENDIX D OF THE CITY OF RENTON SURFACE WATER DESIGN MANUAL (RENTON SWDM) PRIOR TO THE START OF CONSTRUCTION. DURING THE CONSTRUCTION PERIOD, NO DISTURBANCE BEYOND THE CLEARING LIMITS SHALL BE PERMITTED. THE CLEARING LIMITS SHALL BE MAINTAINED BYTHE APPLICANT/ESC SUPERVISOR FOR THE DURATION OF CONSTRUCTION. 5. STABILIZED CONSTRUCTION ENTRANCES SHALL BE INSTALLED AT THE BEGINNING OF CONSTRUCTION AND MAINTAINED FOR THE DURATION OF THE PROJECT. ADDITIONAL MEASURES, SUCH AS CONSTRUCTED WHEEL WASH SYSTEMS OR WASH PADS, MAY BE REQUIRED TO ENSURE THAT ALL PAVED AREAS ARE KEPT CLEAN AND TRACK -OUT TO ROAD RIGHT OF WAY DOES NOT OCCUR FOR THE DURATION OF THE PROJECT. IF SEDIMENT IS TRACKED OFFSITE, PUBLIC ROADS SHALL BE CLEANED THOROUGHLY AT THE END OF EACH DAY, OR MORE FREQUENTLY DURING WET WEATHER, AS NECESSARY TO PREVENT SEDIMENT FROM ENTERING WATERS OF THE STATE, 6. WASHOUT FROM CONCRETE TRUCKS SHALL BE PERFORMED OFF -SITE OR IN DESIGNATED CONCRETE WASHOUT AREAS ONLY. DO NOT WASH OUT CONCRETE TRUCKS ONTO THE GROUND, OR TO STORM DRAINS OR OPEN DITCHES, ON -SITE DUMPING OF EXCESS CONCRETE SHALL ONLY OCCUR IN DESIGNATED CONCRETE WASHOUT AREAS. 7. ALL REQUIRED ESC BMPS SHALL BE CONSTRUCTED AND IN OPERATION PRIOR TO LAND CLEARING AND/OR CONSTRUCTION TO PREVENT TRANSPORTATION OF SEDIMENT TO SURFACE WATER, DRAINAGE SYSTEMS AND ADJACENT PROPERTIES. ALL ESC BMPS SHALL BE MAINTAINED IN A SATISFACTORY CONDITION UNTIL SUCH TIME THAT CLEARING AND/OR CONSTRUCTION IS COMPLETE AND POTENTIAL FOR ON -SITE EROSION HAS PASSED. ALL ESC BMPS SHALL BE REMOVED AFTER CONSTRUCTION IS COMPLETED AND THE SITE HAS BEEN STABILIZED TO ENSURE POTENTIAL FOR ON -SITE EROSION DOES NOT EXIST. THE IMPLEMENTATION, MAINTENANCE, REPLACEMENT, ENHANCEMENT, AND REMOVAL OF ESC BMPS SHALL BE THE RESPONSIBILITY OF THE APPLICANT. 8. ANY HAZARDOUS MATERIALS OR LIQUID PRODUCTS THAT HAVE THE POTENTIAL TO POLLUTE RUNOFF SHALL BE DISPOSED OF PROPERLY. 9. THE ESC BMPS DEPICTED ON THIS DRAWING ARE INTENDED TO BE MINIMUM REQUIREMENTS TO MEET ANTICIPATED SITE CONDITIONS. AS CONSTRUCTION PROGRESSES AND UNEXPECTED OR SEASONAL CONDITIONS DICTATE, THE APPLICANT SHALL ANTICIPATE THAT MORE ESC BMPS WILL BE NECESSARY TO ENSURE COMPLETE SILTATION CONTROL ON THE PROPOSED SITE. DURING THE COURSE OF CONSTRUCTION, IT SHALL BE THE OBLIGATION AND RESPONSIBILITY OF THE APPLICANT TO ADDRESS ANY NEW CONDITIONS THAT MAY BE CREATED BY THE ACTIVITIES AND TO PROVIDE ADDITIONAL ESC BMPS, OVER AND ABOVE MINIMUM REQUIREMENTS, AS MAY BE NEEDED, TO PROTECT ADJACENT PROPERTIES AND WATER QUALITY OF THE RECEIVING DRAINAGE SYSTEM. 10. APPROVAL OF THIS PLAN IS FOR ESC ONLY. IT DOES NOT CONSTITUTE AN APPROVAL OF STORM DRAINAGE DESIGN, SIZE NOR LOCATION OF PIPES, RESTRICTORS, CHANNELS, OR STORMWATER FACILITIES. 11, ANY DEWATERING SYSTEM NECESSARY FOR THE CONSTRUCTION OF STORMWATER FACILITIES SHALL BE SUBMITTED TO THE CITY FOR REVIEW AND APPROVAL, 12. ANY AREAS OF EXPOSED SOILS, INCLUDING ROADWAY EMBANKMENTS, THAT WILL NOT BE DISTURBED FOR TWO DAYS DURING THE WET SEASON (OCTOBER 18T THROUGH APRIL 30TH) OR SEVEN DAYS DURING THE DRY SEASON (MAY 1ST THROUGH SEPTEMBER 30TH) SHALL BE IMMEDIATELY STABILIZED WITH THE APPROVED ESC COVER METHODS (E.G., SEEDING, MULCHING, PLASTIC COVERING, ETC.) IN CONFORMANCE WITH APPENDIX D OF THE RENTON SWDM. 13. WET SEASON ESC REQUIREMENTS APPLY TO ALL CONSTRUCTION SITES BETWEEN OCTOBER 1ST AND APRIL 30TH, UNLESS OTHERWISE APPROVED BY THE CITY. 14, ANY AREA NEEDING ADDITIONAL ESC MEASURES, NOT REQUIRING IMMEDIATE ATTENTION, SHALL BE ADDRESSED WITHIN SEVEN (7) DAYS. 15, THE ESC BMPS ON INACTIVE SITES SHALL BE INSPECTED AND MAINTAINED AT A MINIMUM OF ONCE A MONTH OR WITHIN 24 HOURS FOLLOWING A STORM EVENT_ INSPECTION AND MAINTENANCE SHALL OCCUR MORE FREQUENTLY AS REQUIRED BY THE CITY. 16. BEFORE COMMENCEMENT OF ANY CONSTRUCTION ACTIVITY, CATCH BASIN INSERTS PER THE CITY STANDARD PLAN 216.30 SHALL BE PROVIDED FOR ALL STORM DRAIN INLETS DOWNSLOPE AND WITHIN 500 FEET OF A DISTURBED OR CONSTRUCTION AREA, UNLESS THE RUNOFF THAT ENTERS THE INLET WILL BE CONVEYED TO A SEDIMENT POND OR TRAP. ALL CATCH BASIN INSERTS SHALL BE PERIODICALLY INSPECTED AND REPLACED AS NECESSARY TO ENSURE FULLY FUNCTIONING CONDITION, 17. AT NO TIME SHALL SEDIMENT ACCUMULATION EXCEED 213 OF THE CAPACITY OF THE CATCH BASIN SUMP. 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. 18. ANY PERMANENT STORMWATER FACILITY LOCATION USED AS ATEMPORARY SETTLING BASIN SHALL BE MODIFIED WITH THE NECESSARY ESC BMPS AND SHALL PROVIDE ADEQUATE STORAGE CAPACITY. IF THE TEMPORARY FACILITY IS TO ULTIMATELY FUNCTION AS AN INFILTRATION SYSTEM IN ITS PERMANENT STATE, THE TEMPORARY FACILITY SHALL BE ROUGH GRADED SO THAT THE BOTTOM AND SIDES ARE AT LEAST THREE FEET ABOVE THE FINAL GRADE OF THE PERMANENT FACILITY. 19. AREAS DESIGNATED ON THE PLAN(S) CONTAINING EXISTING STORMWATER FACILITIES OR ON -SITE BMPS (AMENDED SOILS, BIORETENTION, PERMEABLE PAVEMENT, ETC.) SHALL BE CLEARLY FENCED AND PROTECTED USING ESC BMPS TO AVOID SEDIMENTATION AND COMPACTION DURING CONSTRUCTION. 20. PRIOR TO THE BEGINNING OF THE WET SEASON OCTOBER 1ST ALL DISTURBED AREAS SHALL BE INSPECTED TO IDENTIFY WHICH ONES SHALL BE SODDED OR SEEDED IN PREPARATION FOR THE WINTER RAINS. DISTURBED AREAS SHALL BE SODDED OR SEEDED WITHIN ONE WEEK OF THE BEGINNING OF THE WET SEASON. AN EXHIBIT OF THOSE AREAS TO BE SODDED OR SEEDED AND THOSE AREAS TO REMAIN UNCOVERED SHALL BE SUBMITTED TO THE CITY FOR REVIEW, 21. PRIOR TO FINAL CONSTRUCTION ACCEPTANCE, THE PROJECT SITE SHALL BE STABILIZED TO PREVENT SEDIMENT -LADEN WATER FROM LEAVING THE PROJECT SITE, ALL ESC BMPS SHALL BE REMOVED, AND STORMWATER CONVEYANCE SYSTEMS, FACILITIES, AND ON -SITE BMPS SHALL BE RESTORED TO THEIR FULLY FUNCTIONING CONDITION. ALL DISTURBED AREAS OF THE PROJECT SITE SHALL BE VEGETATED OR OTHERWISE PERMANENTLY STABILIZED. AT A MINIMUM, DISTURBED AREAS SHALL BE SODDED OR SEEDED AND MULCHED TO ENSURE THAT SUFFICIENT COVER WILL DEVELOP SHORTLY AFTER FINAL APPROVAL. MULCH WITHOUT SEEDING IS ADEQUATE FOR AREAS TO BE LANDSCAPED BEFORE OCTOBER 1ST. 22. ROCKERIES ARE CONSIDERED TO BE A METHOD OF BANK STABILIZATION AND EROSION CONTROL. ROCKERIES SHALL NOT BE CONSTRUCTED TO SERVE AS RETAINING WALLS. ALL ROCKERIES IN CITY ROAD RIGHTS -OF -WAY SHALL BE CONSTRUCTED IN ACCORDANCE WITH CITY STANDARDS. ROCKERIES OUTSIDE OF ROAD RIGHTS -OF -WAY SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE INTERNATIONAL BUILDING CODE. UNLESS OTHERWISE NOTED, DRAWING IS NOTTO SCALE (NTS) STD. PLAN - 268.00 PUBLIC WORKS EROSION AND SEDIMENT CONTROL P P R °: DEPARTMENT GAZ 9/28/2018 1 STANDARD PLAN NOTES wnrwo.k. an.mm�.o-"m, DATE MEM 7/15/21 HHH EN R SPRAGUE P.L.S. AS NOTED MEM 2/15/22 HHH mmm HOLLI HEAVRIN MEM 4/11/22 HHH MEM 4/28/22 HHH DWN' MAR MOORE ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE A` MMMIL1 CHECKED: HOLLI HEA VRIN [wPwfil)' BY I DATE I APPR HOLLI H. HEA 1/RIN P.E. NORMWAL: "W 198 /1/1991 DATUM :45 Ar 2 2 MAX. LEVEL BOTTOM MAX. 1 1� 12" MIN. -� 2' MIN. �- I-� SWALE SPACING DEPENDS ON SLOPE GRADIENT NOTES: 1. CONDITIONS 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 BELOW. AVERAGE SLOPE SLOPE PERCENT FLOW PATH LENGTH 20HAV (OR LESS) 3-5 % 500 FEET (10 TO 20)H:1V 5-10% 200 FEET (4 TO 10)HA V 10-25 % 100 FEET (2 TO 4)HAV 25-50% 50 FEET 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 DESIRED MEASURE MUST BE DESIGNED BY AN ENGINEER TO EFFECTIVELY INTERCEPT THE HIGH VELOCITY RUNOFF TO A SEDIMENT POND OR TRAP. 2.2. CONSTRUCTION TRAFFIC OVER TEMPORARY SWALES SHALL BE MINIMIZED. 3. MAINTENANCE STANDARDS 3.1. DAMAGE RESULTING FROM RUNOFF OR CONSTRUCTION ACTIVITY SHALL BE REPAIRED IMMEDIATELY. 3.2. IF THE FACILITIES DO NOT REGULARLY RETAIN STORM RUNOFF, THE CAPACITY AND/OR FREQUENCY OF THE SWALES SHALL BE INCREASED. UNLESS OTHERWISE NOTED, DRAWING IS NOT TO SCALE (NTS) STD. PLAN - 217.10 ,•.�� PUBLIC WORKS INTERCEPTOR SWALE APPROVED:9/28/2018 DEPARTMENT GAZ11 DATE :45 AN pK INS 10 vAsy:y ENGINEERING IL C V 1 E 1 v .� f NG N X.A,� o:z LANDSCAPE ARCHITECTURE PLANNING 'Con 99 DESIGN SURVEYING lSTE�. JVNAL . 12100 NE 195th St, Suite 300 Bothell, Washington 98017 425.885.781-7 4/28/22 R-417 919 IN COMPLIANCE WITH CITY OF RENTON STANDARDS DEVELOPMENT ENGINEERING • msippo 05/10/20222 N N O 11A \/ V 90 M O O O :45 AN O CITY OF CANOPY DAM, V 4196L/NCOLNAI/ENE, RENTON, WA 98056 FlmBOK RENTON PAM- Planning/Building/Public Works Dept. TEMPORARYEROS/ON & SEDIMENTAT/ON C2,32 CONTROL STANDARD DETAILS ' 19 DF: 107 SEE SHEET C3, 02 9 O Q O Q O M v ° o PAD 115.7�/ _ M i / / i - •° \\�' \ PAD IIJ5 _ \ \ 110 - 3c4y,40K / 25 Tom• f04.8 / / / ,� - PAD 111.2, \ \ \ \ \ / / / 10 _ _ . 110 • 1110� i TOE t92 3 / / / / / / - \ 9 - / - 109.95 �' 7 15 STRUC7URE SETBACK N L / \ 10 \ - / ° . • PAD 108.1 ' - / FROM SENSInVE AREA. \ pp / / / , 'oo / / - \ °\ : _ ` • !-PAD 107.5 � �- � ' cl, SEE WETLAND M/nGA77ON V •n _PAD100.1 - PAD102.5° / •"! / va•' •. a • ; I' i W PLAN. 979 • ° . , . 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SEE DETAIL l \ � • - CUT KEYSTONE WALL. - - /' BY OTHERS, SHEET C3.32. W 1 / / 10' UnLITY ESMT TRA D, _ _ SEE DETAIL BY / % - - /•' - - INSTALL HAND RAIL ALONG + TOP. 78.7 _ (TYP) `- - • \ \ \ AyS� 1 , ,' OTHERS, SHEET C332 / �, \ ` SIDEWALK PER C.O.R S1D DMZ _ 1.1 \ \ • : /0\ \ • \ '... ° . \ \ / • • TOE 77.6 \ .. \ \ � _ ,'f _ 8¢-►� - - - - - _ H024, SEE SHEET C3.43 o TRACTA - - .'. , \ \ \ n1 \� TRACT H 82 - -- I J (STORM/OPEN SPACE) - _ \ • \ \ \ \ \'` (STORM/ OPEN SPACE) f� 80 • ° • • TOP• 78.0 ' \ \ \ • �� � - _ / / TOP 76.0 / / .,; _ .�••' ° • • - �0E 77.8 , / \ \\ 0E • 2.0 97+2 .0 L / - \ x \ \ \ ,_ - • 75.3 ° • • TOP.' 76.7 • • " as-_ 3.62, 16 T' / / \ \ \ �o \ \ \ I \ �� s'1� / •- _ �. _ �f1E. 74.7 TOE 75.7 - - 78.90 (MATCH EX.) \ '�7 ' \ '\ \ \ \ \ >.; = / J► TOP. - /- � \ " ' ' TOP 77.7 1 1 - - \ • TYPE B PERPENDICULAR CURB ! ' / - 1.0 97+03.00 / / - - - \ \ 1 \ ° • i / TOR 80.0 77.73 I o - TOE 76.7 ' 16.0 LT / \ p RAMP PER WSDOT S1D PLAN / �.�� � - 3.4 - � 97f0 / \ \ 1 F-40.15-03 TYP SEE SHEET C3 41. \ Z'T�iN.slnb / TOE �i6 6 -I� _ 78.22 \ \ p \ • \ (TYP). %.R 2X 2.2 TOP.• 78.5 TOP- 80.0 / Z� .. � • '' B � � - \ / i. ° • • 76.3 3.2 96+93.00 - - , -NORTH VA•�lt��ID£R RD, \ � �� � .<••. �. _ � 78.05 I 97+03.00 Q D SE�11BN _ 96 \0� _ ��, TDE 76.8 / I v \ 78.38 \ INSTALL 4" \ 95+30.00 I \ N�//IF SIRIPING\f6' A/o�s/nory - / \ \ _ i 72.68 ` _ - - - - - - J - - I FROM STD. 2Z- FROM CONSIRUC11 \ ROAD SECnON \ \ CENTERLINE 66 Ex 72.35p / - _ TELEPHONE \� \ \ \ \ L� 10' 1RANSlnory . '.•:; \ 95 / �/ - RISER \ • �.,.. \ \ -TO S �• •• , " � \ -'- / EX P014ER POLE --------- t - ROADS500N / / 0 7°2p3 60 / N£ST SIDE ROAD CROSS SLOPE \ \ \\ \ / VARIES BE71aEEN STA. 95+20 \ / 92+50.00 '1✓ °NP / 72.23 f�i ARCH -IS VARIES � \ - 6147 61860.00 / / //VCOLIV A V 'NE �0`0 / TO STA. 97+03. ELEVA77ONS \ \ PROPERTY \ / EX POWER / / ` LINE 1YP \ / o / / / ALONG CONS1RUCnON CENTERLINE 00 - -I- - - / o - POLE / / / / / SHALL BE ESTABLISHED PER (TYP) \ \ TOP.• 58 0 0 � 93+0� � - 0 94+0 �' oH•e . / J � �d I TOE 58 0 b \ \ �70 / ROAD PROFILE. EXIS77NG EDGEBLOCK BETA/NING h1'�. I - J \\ / / / / / OF PAVEMENT SHALL BE MATCHED. \ WALL I TOP. 58 0 3.5 M' `� \ o / TOE 54.5 \ oN \ CONSTRUCnON CENTERLINE ---- --- _- TOP• __�-r---_ - (ROW. CENTERLINE NOT SHOWN) INS _ _ - °_ _ H T - - , _ - / - SOIL AMENDMENT �°o K yy • CIVIL ENGINEERING _ - - - - - - _ - -_ Ho Ho�Ho - DECORAnVF STAMPE ONCREIF \ / •� f LANDSCAPE ARCHITECTURE SEE LANDSCAPE PLANS FOR C CA nONS / / SOIL AMENDMENT SHALL BE /NCORPORA 1F0 FOR ALL i : �� = z PAVEMENT EDGE TAPERS - _ / / DISTURBED AREAS NOT COVERED WITH HARD SURFACES, PLANNING \ \ FROM 16.6' AT STA. 91+96.97 PER C.O.R. STD PLAN 264.00. SEE SHEET CJ43. 99 DESIGN SURVEYING ADJUST THE G NTOUI� '• lSTEt' WEST SIDEROAD CROSS TO 16 AT STA. 93+6745 LINE TO KEEP THE j(�R ;• SLOPE VAR/ES BETN£EN EXISTING SHEET FLOW INYA 12100 NE 195th St, Suite 300 Bothell, Washington 98017 425.885.7877 STA. 91+96.97 TO STA. 92+60. ELEVAnONS ALONG CONSTRUCnON CENTERLINE SHALL BE ESTABLISHED PER ROAD PROFILE. EXISTING EDGE OF PAVEMENT SHALL BE MATCHED. h KEYMAP z / L/'VCOLN A►iE /LIE DISPERSION TO THE LEGEND SCALE. 1 " - 20' / / R 417920 SHOULDER, TYPICAL 4 Z8 ZZ PROPERTY LINE 0 10 20 40 IN COMPLIANCE WITH CITY OF RENTON STANDARDS 100 PROPOSED COW70UR o O EX TREES TO SE SAVED DEVELOPMENT ENGINEERING EX/S11NG CONTOUR msippo 05/10/2022 UNDERGROUND LOCATOR SERVICE Q�-ifROCKERY RETAINING WALL (6' MAX HEIGHT) RED/ -ROCK RETAINING WALL (10' MAX HEIGHT) 1 REVISED PER CITY COMMENTS MEM 7/15/21 HHH EN R SPRAGUE P.L.S. � 2 REVISED PER CITY COMMENTS MEM 2/15/22 HHH oEs�N HOLLI HEA WIN 3 REVISED PER CITY COMMENTS MEM 4/11/22 H H H 4 REVISED PER CITY COMMENTS MEM 4/28/22 H H H DwN` MARY MOORE ONE INCH AT FULL SCALE IF Mn ONE INCH SCAZ A`MD1N0Lf CHECKED: HOLLI HEA VRIN NO. REVISION BY DATE APPR APRDfin: HOLLI H. HEAVRIN P.E. CALL BEFORE YOU DIG. 811 HD' m- wa Im/101 CITY OF R E N TO N DATUM • Planning/Building/Public Works Dept. CANOPY 4196 L/NCOLNAVENE, RENTON, WA 98056 GRADING PLAN O DATE: R 4128122 (` FIELDBOOIC PAGE: DRAWING NO: C3" Of sHEEr. oF: 20 107 N / \ •� . • - _ TOP. 185. 0 T \ \ EX TREE o ` 5 / / \ \ \ \ - \ \ \ \ \ \ 15' STRUCTURE SETBACK WETLAND ID'" - - _ 3' o TOE 182 0 \ \ I \ TO BE SA I�FD \ FROM .GNS(flVE AREA. SEE - - \ ° / / / / �✓ •✓ \ \ \ \ \ \ \ \ \ \ I \ \ \ ' \ - WETLAND U177GA776YV PLAN. ` / - - _ �OfR 6. 0 I \ I \ \ 0 ( ) O 1 ' TOP.•176.0 � - \ \ TOE 180.5 O \ _ TOE- 168.E \ \ 7.s O .170.1 \ \ \ �• / ) ��� \ \ \ \ \ \ \\- SE �- \ o. TOE 1660 \ \\ �168.0 '0 0. f0' MAX HEIGHT CUT RED/ -ROCK WALL. \\ TOP. 178.0 \ TOE 167.0 \ \ y 190- _ • ^ \ \ \ _ I \ 7.8 TOP.• 167.3 TOP.• 175.0 V SEE DETAIL BY OTHERS, SHEET C3.32. \ TOE 170.2 s.7 8.0 \ \ TOP.• 179.0 s.3 _ � TOE 157.6 TOE.• 167.0 �\\ TOE 169.7 - _ , TOP.•178.4s.s \ \ \ s.s T P.• 1758 \ 180� - - - - -�- � OE 171.5 171.7 _TOE7662 �-� `� / /7sTOP.•171.5 - --� •- -_ 7.3 TOE.• 164.4� T0£.�639 - \ ! _ PAD 166.4 Q.\ \ \ 1 PAD 164.8 \ \ \ PAD 164.6 \ _ PAD 166.8 I - / / PAD 167.5- O ---- / \ \ PAD163.7 _ \ \ \ PAD167.7 ,:Z TOP.• 1670 TOE 163.7 \ _ - � \ \ \ \ / \\ 150 6O O - \ \ - _ - _ _ DECORATIVE STAMPED CONCRETE- - i 150 PEDESTRIAN CO/VNECAON AND TRAFf7C \ s.s TOP.• 150.0 ` -1so_ _ _ _ _ - / / TOE 143 4 - _ _ - / / / CALM/NG FEA IURE. SEE LANDSCAPE AD 146.4 , - _ PLANS FOR SPEC/F/CA 110NS. ,PAD 145.4� PAD 146.8- Jo� / 8' MAX HEIGHT CUT ROCKERY WALL. - PAD 144.8;� ° 1 Q / V SEE DETAIL BY OTHERS, SHEET C3.32. - - o \ k PAD 147. 8'• ' - J ' -V / PAD_ 147. 5 � � ° T - - - - a - - \ PAD 1437111, _ _ \ °• ' a �•`� - �•� / / \ \" /5.9I1I� 1423 � '•v••� � \ \ \\ \\ - // / / `\ \160 \ \\/ TOP-1478 ` - \\ \ � \ 43f00��� ALL io ,/ '`� /.-� \ �- o ��' `-♦ -150 - \ \ _ -� '-15 44+00 0 \" / _ M II "V \ \ o - 1• I __ ----- �= °-:•-a \� \ \=PADa144.5\ PAD 145.E \ PAD 146.E '.�_aa sue! / T0�•141.0\ - L i \ / 1.o TOE . PAD 147.5 -PAD 148.5 �� � � � � \ , / / ` _ _ _ _ \ \ _ °. • . \ \ PAD 14 4 \ - \ - - - PAD 149.2 / CONCRETE DRIVEWAY PER u - `:, - o A O / C.O.R. STD PLAN 104.3 4' MAX. HEIGHT FILL KEYSTONE WALL. SEE142 150- _ O / TOP.• 0 (TYP). SEE SHEET C341. \ 140- \ ASPHALT THICKENED EDGE TO DETAIL BY OTHERS, SHEET C332. INSTALL 2.0 \ a • '-- ,- W / • / 140 0 S V:: �h :. \ \ ��o- TRACT B BE INSTALLED AT END OF ALLEY HAND RAIL ALONG TOP OF WALL PER C.O.R - / • : � _ ► .-t•.,•�•°:;•:�,.: r:,;>;:.::•��• �:.,:., � - \ _ vI \ TOP.• 1420 OPEN SPACE l \ _ 2 TO CONTROL DRAINAGE. _ _ STD DTL H024. HANDRAIL REQUIRED ONLY 3 p < ) \ / / _ SEE DETAILS SHEET C331. \ - N�IERE WALL /S GREATER THAN 30 /N HEIGHT. TOE 139.0 ) �• ``" '-.�•. ..yya;., .•ma's".t..:..t. ,., /� \ ` / \ \ - \ _ \ TOE 140 0 2.0 ° Y::<' ' f^L r.. i .ek:: a RAISED CROSSING, ° TRACT C - \ \ 54 \ :: t< : • {< J~ :4 SEE SEC77ON ON \ (OPEN SPACE) \ \ �� \ _ � 1� - _ _ �.30�.. + _ \ / / _ • • •_ / / ;,.. :.?.�;;. � •• s :. SHEET C3.35 _ • / / I I l (- PAD 124.5 -PAD 125.6 PAD 126. E� ! PAD 1275 =PAD 128.5 --_PAD 129.2 �"/_- _ I PAD 123 4 � �• � /�� // J CONCRETE SIDEWALK _ � \ \ \ - -- -� PAD 122.3 \ \ \ - -- -- ^// PER C.O.R. STD PLAN 201 (TYP). - / / / / SSE -WEET C3. 42. 132 - - - - - / _ TRACT F a• i 000, o/(' / \ \\ \ \ \ \ o\, ° a.�. a -9-�- ° a - --140- -/ `• �// (OPEN SPACE) / CONCRETE VER77CAL CURB do -TOP. 137YJ GUTTER PER C.O.R. 51U PLAN •. a - - - - - a - - - - \ / / TOE 136.0 101 (TYP). SEE SHEET C3.42. " ROAD, - ' PROPERTY _/ __- -�- -- --- --- 135.71 � LINE (lYP) / Mn. 1135 TOE-ffJB?I / 6 MAX HEIGHT CUT ROCKERY WALL. - - a \ \ \ 130\ - _ - - - - / SEE DETAIL BY 0IX[RS, SHEET C332. / �` \ " \ \ \ \ \ - - - -� - 132. / 132 0 - - / / TOP.• 11k2� / / a ° \ 1059 / / / � • ° \ \ \ \v..� ! .'I d v v ?• v •O v •i� :•!;• ..v • •• �eVi : ° i I / v - - 12 / 130 1 \ \ �, _ _ - - - a 10' MAX HEIGHT F/LL \ • �•• • a - - _ ' ° .• ' ' ' - , _ REDI-RO'K WALL. - ATTACHED SIDEWALK FROM - _ _ \ \ \, - _ - - - .v �- v \ l/ STA 13+08- 14*12128.1- SEE4.5; 6; 7.5; 9'dr 122.05 _ _ _ _ • ` PAD 127.8 I - 10.5' PLANTER _ � RED/ -ROCK WALL CONC..�DEWALK AND STAIRS NT1H PAD 120.1 DETAILS BY OTHER PAD 122.5 / • � /_ - - °. . • ti• � - PAD 117.9 HAND RAILING PER C.O.R. S1U OILS PAD 124.8 PAD 127.1 _ SHEETS C332 AND C3.33 o / � / / • •• / - - - • PAD 115.7 \ - - - 20 / / _ � H023 do H024, SEE SHEET C3 43 (TYP) 118.00 - SEE SHEET C3.Of SOIL AMENDMENT SOIL AMENDMENT SHALL BE INCORPORATED FOR ALL DISTURBED AREAS NOT COVERED IWH HARD SURFACES, PER C.O.R. STD PLAN 264.00. SEE SHEET C3 43 LEGEND PROPERTY LINE 100 PROPOSED CONTIN/R o EX TREES TO BE SAVED EX/S77NG CONTOUR QcB0JE30� ROCKERY RETAINING WALL (6' MAX HEIGHT) RED/ -ROCK RETAINING WALL (10' MAX HEIGHT) 1 REVISED PER CITY COMMENTS MEM 7/15/21 HHH EN R SPRAGUE P.L.S. SCAM 2 REVISED PER CITY COMMENTS MEM 2/15/22 HHH oEs�N HOLLI REA WIN 3 REVISED PER CITY COMMENTS MEM 4/11/22 HHH 4 REVISED PER CITY COMMENTS MEM 4/28/22 HHH DwN' MARY MOORE ONE INCH [Ojmnwvm. HECKED: AT FULL SCALE HOLLI HE -A WIN IF NOT CNE INCH NO. REVISION BY DATE APPR � RDIN9LY ACCOOLLY H. HEAVRIN P.E. IL SCALE: 1" = 20' 0 10 20 40 UNDERGROUND LOCATOR SERVICE CALL BEFORE YOU DIG. 811 MRMWAL: W 93/1991 DATUM CITY OF RENTON Planning/Building/Public Works Dept. pK INS .000f,,* �, �'•o••9syy CIVIL ENGINEERING LANDSCAPE ARCHITECTURE PLANNING 99 DESIGN SURVEYING lSTE�. ' 12100 NE 195th St, Suite 300 Bothell, Washington 98017 425.885.7877 4/28/22 R-417 9 21 IN COMPLIANCE WITH CITY OF RENTON STANDARDS DEVELOPMENT ENGINEERING msippo 05/10/2022 CANOPY 4196 L/NCOLNAV/ENE, RENTON, WA 98056 GRADING PLAN O DATE: R 4128122 (` FIELDBOOIC PACE DRMW NO: C3.02 sHEEr. oF: 21 107 I EX TREE° - - _ L//V v' - - _- _ - - TO BE SAVED _ - - - 15' STRUCTURE SETBACK fROM \ CL (1YP) \ \ \ l _ - - _ - a- - - _ - - - - - - - - _ SENSIAVF AREA. SEE WETLAND �90� - - _ %` -200 7.910P. _ - -190- - M/AGA LION PLAN. _ - \ _ \I o O TOE 180.5 - _ o - ° - �� �/i �/ \ --STEEP SLOPE \�--/� 10 MAX HEIGHT OUT \ : 17P. ` / / - - - _ 15 SETBACK / /�_ _�i�`--- =- � __1 \ / RED/ -ROCK WALL. Ch TRACT C roP• 1830 _ 180- - / o _l _ _- --��-- \ / SEE DETAIL BY OTHERS, / 168. o \ °� (OPEN SPACE) - - 3 2 TOE. M.-2 _ 2.7 - �/ / % � - -� - - \\ \ \ \ Q y \ _ - TOP. 182.9 - TO ZZ-4 - / / - \ \ \ SHEET C3.32. - W \ l • 182.1 / / TOP�8 21 _ o 1 � 4 > - - �� TOP.• 174.0 \ \ \ 7 7f - 190_ / - - - - ss TOE 174.9 3.7 _ - - T0173,,4 / / 3 �19p _TOE_733�- -- --_ /� r-1�6I _ /�r-�� TOE171.o \ r--------- ----- J - -----_ _\180� 9 PAD 171.1 PAD 17Jz- / PAD 174.20 - - --l\- 9.0 \ - - - n/ o - / _PAD 176.\ \ _ \ / I I _ .'f-•� � \� 171. PAD 170.2 PAD 170.E 166 : 17 • / _ / PAD 1715 PAD 166 8 / PAD 166. 0 186. PAD 1710 / - - i PROPERTY LINE (7YP) _ Z - -fo - 00, T - - 162 PAD 158.2 ^ ' / / TOP- 166 0.1 PAD 158.6 �� �\ / PAD 159.5 / /PAD 159.0 PAD 154.8 / 6� 6 PAD 151.1 \ - - - \ CONCRETE VERTICAL CURB do - _ PAD 154. 0 O-5-4.8 _ - - PAD 153.2 : PAD 154.0 -- - \ I 1 PAD 155.9 - / o \ \\ \ \ I I ,PAD 156.2,e GUTTER PER C.O.R. S1D PLAN _ _ - E:�1\3 \ \ I _ 101 TYP . SEE SHEET 03.41. I _CONCRETE OR/VFWA Y PER C.O.R. . '�' - ( i � • =�:•� -- � � � - , . � � �� \ � / / ° • . ° . V ' • '�-'�-- .- • -r- _ _ • ie p ' _N I I- -F ' - . _ • / . ° , ' ° % ° -• •�/ SIDPLAN 104.3(TYP) SEE �_- �-- .`' .i CONCRETE SIDEWALK ., . �' i �: a - - - °-• ' - - ,BEET C3 41. ._ _ _ - T • ° .N, `� .• .... _ PER C.O.R. STD PLAN 201 (T)PE s- �.�. ,! '• '.j ° �. �'.: ..� ,'• :`� SEE SHEETC3.41. \ TYPE B PERPENDICULAR CURB 0 - a \ / :.a , a `: _ , : ° .. ° . :�- : ° : °.' /7, RAMP PER W500T STD PLAN - y F-4015-03 (lYP). SEE SHEET19 _ \ 21f00 / \ \ \ \` L22*00 \ Aso `rn \ ROAD Aih \ \ 1 •.��..sy:: v�•r'': ° \ � ° \ °. Jam/ ° .. jL \ \ •. I ED CROSSING, ••' - - - - \ •. 15 SECTION ON � � _ - - PAD 147 0 PAD 146.5 - � - � - � - ° - - - - - _ i I _ - a � " < �. .. SHEET C3.35 - - 140 - - - PAD 1491 - ( \ /� ° - -PAD 147.8' PAD 150.E \ PAD 152.0 \ - - - \ PAD 15.3.4 PAD 154.9 -PAD 156.2 _ 4 MAX. HEIGHT FILL \ \ PAD 1514 -PAD 152.1 PAD 152.8 TOP- 137.0 - - KEYSTONE WALL. SEE DETAIL \ \ \ - BY OTHERS, SHEET C3.32. \ \ 1 GIYN� INSTALL HAND RAIL ALONG \ \ \ _ - s- / VERLAY 9 TOP OF WALL PER C.O.RSTD \� � 144 \ 150 150 _ / \ / TRACT F r0E 136o_ DTZ H024. HANDRAIL \ \ \ \ - // (OPEN SPACE) r - REQUIRED ONL Y WHERE WALL 137.0 - - - IS GREA TER THAN 30 IN / TOE 1397 6.0 1.0 - HEIGHT. 28 _ - J PAD 127.0 PAD 126..5 . _ \ 14o PAD 139. 4 • , - - '- _ \ PAD 127.8 \ P 1S \PAD 140.1 PAD 140.8 PAD PAD 130.6; .PA- CD s - D 133 4 134.9LL- .PAD13773it00 I 6 oTOP.•1314 2�0�_\\ TO _120- \--Loo ram CONCRETE DR/VFWAY PER 10' MAX HEIGHT FILL - TOP - 1 9,2 1 \ TOP • 1257 77 \ \ \ � � \ \ / C.O.R. S1D PLAN 104 REDI-ROCK WALL. _ - - - : 1 .5 TOE 118.0 TOP.• 126.5 s•1 - : 129. •9 \ \ \ \ \ _ (TYP). SEE .�/EET 03 41. SEE 4.5; 6; 7.5; 9' & _ - - - s - - - _ o TOE 118.4 \ TqE 122.2 I \ \ \ \ \ v w 10 5 PLANTER � \ \ � \ \ \ OP.• 131. 0 6 \ \ PROPERTY � � , � 40 RED/ -ROCK WALL - - - - O,� _ TYPE 31 BEAM GUARDRAIL \ \ \ \ T �128.4 \ LINE (TYP) \ I- L CONTRACTOR SHALL FIELD RT 1 DETAILS BY OTHERS, 7'4 TOE 118.6 - - PER W500T STD D7Z C-20.10-06, \ \ \ \ � \ � • 13 \ \ � \ \ � \ � \ � � \ � � ' PROPOSED f1NlSH DRIVEWAY DROP TO ALIGN NTH t� ° 1EE75 C332 AND C333 - -110- _ - - SEE SHEET C3.42. \ 3.1 \ Z GRADE 06YVTOIIR EX/STING DRIVE TO PARCEL 3345700019 SEE SHEET C3.04 pK INS SOIL AMENDMENT SOIL AMENDMENT SHALL BE INCORPORATED FOR ALL DISTURBED AREAS NOT COVERED IWH HARD SURFACES, PER C. 0. R. STD PLAN 264.00. SEE SHEET C3 43 LEGEND �, i�osyH CIVIL ENGINEERING LANDSCAPE ARCHITECTURE PLANNING 99 DESIGN SURVEYING 12100 NE 195th St, Suite 300 Bothell, Washington 98017 425.885.781-7 SCALE: 1"= 20 4/28/22 R-417 9 2 2 PROPERTY LINE 0 10 20 44j IN COMPLIANCE WITH CITY OF RENTON STANDARDS 100 PROPOSED CON70/R no ° EX TREES TO SE SAVED DEVELOPMENT ENGINEERING EXISTING CONTOUR Qc'=0JB0=k'j ROCKERY RETAINING WALL (6' MAX HEIGHT) RED/ -ROCK RETAINING WALL (10' MAX HEIGHT) 1 REVISED PER CITY COMMENTS MEM 7/15/21 HHH EN R SPRAGUE P.L.S. � 2 REVISED PER CITY COMMENTS MEM 2/15/22 HHH oEs�N 3 REVISED PER CITY COMMENTS MEM 4/11/22 HHH HOLLI HEAVRIN 4 REVISED PER CITY COMMENTS MEM 4/28/22 HHH DwN' MARY MOORE ONE INCH [Ojmnwvm. EC HKED: AT FULL SCALE HOLLI HEA VRIN IF NOT ONE INCH NO. REVISION BY DATE APPR SCALEA`COMMIL1 OLLI H. HEAVRIN P.E. UNDERGROUND LOCATOR SERVICE CALL BEFORE YOU DIG. 811 WRIZIMAL: W 93/1991 DATUM CITY OF RENTON Planning/Building/Public Works Dept. msippo 05/10/2022 CANOPY 4196 L/NCOLNAV/ENE, RENTON, WA 98056 GRADING PLAN N N V N M /ZO PC 1 DATE: R 4128122 (` FIELDBOOIC PAGE: DRAWING NO: C3.03 SHEET. oF: 22 107 SEESHEET C3, 03 I TRACTG 0 10' MAX HEIGHT F/LL - Tpp. 1 9,2 - 1 \ TOP.• 125. ` _ 1 1 \ \ \ 140 REDI-ROCK WALL. ; I .5 - - TOE 118.0 TOP. 126.5 - \ : 129. A SEE 4.5; 6; 7.5; 9' do Q --- 86. 105 PLANTER\ .131.0 6 \ PROPERTY \ W RED/ -ROCK WALL - - - - - 7.4 126 0 _ - TYPE 31 BEAM GUARDRAIL \ \ \ \ \ \ T �t28. 4 '" \ LINE (TYP) 1 J o CONTRACTOR SHALL R1ELD RT rg0 DETAILS BY OTHERS, _ . ; SHEETS C3.32 AND C333. _ TOE 118.6 _ - - PER WSDOT STD DTL C-20.10-06, \ \ \ PROPOSED FINISH DRIVEWAY DROP TO ALIGN WITH _ _ _ SEE SHEET C3.42. \ \ IN, 1 74 3.1 \ \ \ ` \ N. \ \ \ \ \ GRADE CONTOUR r EX/SANG DRIVE TO PARCEL 3345700019 / / / \ \ \ \ \ \ \ \ \ Q (m') / \ \\\\ / \ / /^ - -�-- \� \ \ \ \� \ \ \ \\ / //- \\ \ \\ \\ \\ \\\\\ \\ EX GROUND ° \\\\ \\ \\ \ \\ \ \ CONTOUR(TYP) O .15' STRUCTURE SETBACK - - - - \ \ \ \ - \ \ \ \ \ - \ \ \ \ \ \ 13 �6FROM SENSIAVE AREA. \ \ \ - \ \ \ \ \ \ \ \ \ \ \ \ \ \ . SEEWEIZANDM/AGAA0YV _ \\ \\ \\ \ \ \ \ \\ \\ \ \ \\ \\ �'� \ \\ \ \ \ /� ° \ \ \ \ Q -4PLAN.-----\ \\\ \\ \\ \\ \\ \\ \\ \\-/�\ \\ \\ \ \\ \\ \\ \\ \\ \\ \\ / � --100 \ \\ \�--- \\\ \\ \ \\ \\ \\ \ \\ \\ \ \ \ \ \ \ \ a•.. i---� \\ \ IN,\ \ \ \ \ \ \ \ \ \ / \ IN, \ \ \ \ \ \\ \ \ \ IN, 0/ TOE 102.5 \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ CONCRETE SIDEWALK \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ PER C.O.R. STD PLAN 201 (TYP). \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ SEE SHEET 0 41. CONCRETE VERACAL CURB If GUTTER PER C.O.R. S1D PLAN IN, IN, 101 (TYP). SEE SHEETC3.41. ' PROPERTY \ \ \ \ \ o \ \ \ \ \ - a IN V fLINE(TYP) \ \ \ \ ��z���2� \ \ \ \\ \ \ o j \ \ \ \ \ CD 5- o \ \ \\ \o \\ \ \ \\NNI \ \\ \ \ \ \\ \\cr \\ \\ \\ IN, \\ \ \\ \\ \\ \� \\ \\ \\\ EXRREHYDRANT 1 \ \ \ \ \ \\ \ \ \ \\ \\ \ \ \ \ \ TO BE RELOCATED \ \ \ \ \IN,\ \ \ PER CCUD WATER PLANS 100,/ w \ \ \ \ \ \ \ IN.\ \ \ \ \ \ \ \ \ \ TYPE A PARALLEL CURB RAMP / \\ \\ \\ \\ \\ \\ \\ \\ \ PER WSDOTSIDPLAN / 1 o \\ \\ \\ \_9 \\ \\ \\ \ \ \\ \\ \ \ \\ F-40.12-OJ(TYP). SEESHEET /� / / `- �� vv vv vv A v vv vv A v IN, vv IN, / o ` 1-1 - 82- \ 1 � \I \\ � \ \\ \ \\ \\ r \, TOP 78\\ \ \ \ 7\ \\ \\ TOE 76 IN. \ / / / i 0 i \\ \ \\ EEEAEHALTPAIIIIT \ \\ / / o ie \ TOP.• 78.0 0 2 \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ SURFACING SECAON, SHEET DOE 778 \ \ \ \ \ \ \\ \ \ \\ C331 \ 97f23.62, 16.0'LT 'as.=78.90 (MATCH EX.) SAWCUTNEAT, CLEANLINE3 / \IN.\ \ \ \ \ \ \ FROM EX/SANG EDGE OF \ ° \\ ��\ t \\ \\ \\ PAVEMENT. 107*64.64, 12.07' L T \\o \\ \\ �98\ BEG/NSAWCUT. --,NEW CURB AND GUTTER. WHITE SA�IPING 1ps� pp \ / / / / - - - as. ` ''- \ \ \ \ \ ) / / / 4o I \ l0000 FROM CONSA�UCAON CENTERLINE \ \ \ \ 1110o,/ / , ROW. \ ----- \ \ \ 105 op / \ 1 0 ( / / \ CENTERLINE 0 �/ 0 �pKINS y. - J �u� I CONCRETE DRIVEWAY PER C.O.R. STD PLAN 104 (TYP). SEE SHEET C3.41. / TOP. I37.8 70 TOE 137.1 TOP- 138.4 1.5 TOE 136.9 2' MAX. HEIGHT CUT KEYSTONE WALL, SEE DETAILS BY OAHERS, SHEET C3.32. TOP- 136.7 90 - TOE 135.8 TOP • 136.2 70 TOE 135.5 1*05.64, IJO' RT �01.71 I 1f00.00, 13.0' RT 13 ..85 GRIND do OVERLAY 0f75. 00, IJ O' RT 126.92 / I � I / 0*50.54, 1JO' RT - - - 122.55 _ / / o /ore i / 109f87.96, \ 5.59' RT i I END SAWCUT � \_ \ I 107 0 / �, • o tif• CIVIL ENGINEERING vAs " •` LANDSCAPE ARCHITECTURE \ l p6' pp I l _/ _ _• PLANNING 99 DESIGN SURVEYING SOIL AMENDMENT SOIL AMENDMENT SHALL BE INCORPORATED FOR ALL DISTURBED AREAS NOT COVERED WTH HARD SURFACES, PER C. 0.R. STD PLAN 264. 00. SEE SHEET 0 43. LEGEND PROPERTY LINE 100 PROPOSED CONTOUR a ° EX TREES TO BE SAVED EX/SANG CONTOUR Cc = ROCKERY RETAINING WALL (6' MAX HEIGHT) RED/ -ROCK RETAINING WALL (10' MAX HEIGHT) 1 REVISED PER CITY COMMENTS MEM 7/15/21 HHH EN R SPRAGUE P.L.S. SCAM 2 REVISED PER CITY COMMENTS MEM 2/15/22 HHH oEs�N MEM. REA WIN 3 REVISED PER CITY COMMENTS MEM 4/11/22 HHH 4 REVISED PER CITY COMMENTS MEM 4/28/22 HHH DwN` MARY MOORS ONE INCH CHECKED: AT FULL SCMi HOLLI HEA VRIN IF NOT ONE INCH NO. REVISION BY DATE APPR MPRDfin: SCAX ACIMIM 0L1 HOLLI H. HEAVRIN P.E. SCALE: 1" = 20' 0 10 20 40 UNDERGROUND LOCATOR SERVICE CALL BEFORE YOU DIG. 811 HCRIMMAL:'w W �/1991 DATUM CITY OF RENTON Planning/Building/Public Works Dept. lSTE . � � • 12100 NE 195th St, Suite 300 Bothell, Washington 98017 425.885.781-7 4/28/22 R-417 9 2 3 IN COMPLIANCE WITH CITY OF RENTON STANDARDS DEVELOPMENT ENGINEERING msippo 05/10/2022 CANOPY 4196 LINCOLNAV/ENE, RENTON, WA 98056 GRADING PLAN M O O N v N N O O SIC Zs V R 1 O DY1TE: Q 4128122 (� FIELDBOOK: PM E. DRAYRNO NO: C3.04 SHEET. oF: 23 107 0 Q h 01 v 5' 1.5X MAX CONCRETE PER C.O.R. STD PLAN 201 (TYP) EE SSMEET C3 42 CONCRETE VERACAL CURB AND GUTTER PER C.O.R STD PLAN 101 (TYP) SEE SHEET C3 42 SEE DETA/L, IRIS SHEET ALLEY SCALE 1.• 5 n.� i inc i i n r�m�n i PER SURFACING SECAON, THIS SHEET ALLEY2A SCALE- 1.• 5 FINISH GRADE AS- SYOW ON PLANS 4" HOT MIX ASPHAL T (HMA) CLASS 1/2" PG 64-22~ 6" CRUSHED ROCK SUITABLE SUBGRADE COMPACTED TO 95X OF MAX. DRY DENSITY. 0.5' ASPHAL TPA MEMENT SURFA CING SECTION NO SCALE 13' 2X 53' (50'*) 7%13' 0.5' 8V14' 5' 1.5X MAX I 2X ///// i\�ii ASPHAL T PAVEMENT PER SURFACING SECAON, * SEE PLAN FOR LOCAADN WhY NO THIS -WEET PLANTER STRIP AND REDUCED ROW (RESIDENAAL ACCESS) ROAD A' SCALE 1.• 5 10' 10' 5' ASPHAL T PAVEMENT J ASPHALT THICKENED EDGE PER SURFACING SECAON, SEE DETAIL, THIS SHEET THIS SHEET ALLEY2 SCALE 1.• 5 TYPE 31 BEAM GUARDRAIL PER WSDOT STD DTZ 0-20.10-06, SEE SHEET 0 43 8' 0.5' 2' 2X ASPHAL T PAVEMENT J PER SURFACING SECAON, THIS SHEET CONCRETE VERACAL CURB AND GUTTER PER C. OR STD PLAN 101 (TYP) SEE SHEET C3 42 FINISH GRADE AS- SHON7V ON PLANS 6" HOT MlX ASPHAL T (HMA CLASS 1/2" PG 64-22 ; 6" CRUSHED ROCK SUITABLE SUBGRADE COMPACTED TO 95X OF MAX. DRY DENSITY. ALLEY 3 SCALE 1.• 5 ARTERIAL COLLECTOR PA VEMENT SECT/ON NO SCALE UNDERGROUND LOCATOR SERVICE CALL BEFORE YOU DIG. 811 10' 4' MIN. "FLAT" FOR GUARD RAIL PLACEMENT 1 6.5' , 6' RED/ —ROCK RLL WALL REFER TO SHEET C3.02 TO C3 03 FOR TOP AND TOE ELEVA AONS, SEE DETAIL SHEET C3.32 RN/SH GRADE AS- 4" THICK CEMENT ° . CONCRETE 6" CRUSHED SURFACINGTOP COURSE 066WUPAC Oar Oar Oar TO 95Z MODIRED PROCTOR. R/W CONCRETE SIDEWALK J '•�<���\�%�\�i�\jij PER C.O.R. STD PLAN 201 (TYP) SEE SHEET 03. 42 CONCRETE VERACAL CURB AND GUTTER PER C. OR STD PLAN 101 (TYP) SEE SHEET C3 42 R/W R/W DEDICA AON 1 2.5' 1 30, 0.5' 8 8 ,� I 1.5X MAX CONCREIF SIDEWALK PER C. OR STD PLAN 201 (TYP) SEE SHEET 0,142 CONCRETE VERACAL CURB AND GUTTFR PER C.O.R STD PLAN 101 (TYP) SEE SHEET 0 42 PAVEMENT SHALL FOLLOW ARTFRIAL COLLECTOR PAVEMENT SECAON OR MATCH EXISTING #HICHEVER IS GREATER SEE ARTERIAL PAVEMENT SECAON, THIS SHEET. R/W WALKWA Y SURFACING SECT/ON 1 REVISED PER CITY COMMENTS 2 REVISED PER CITY COMMEN7190TED 3 REVISED PER CITY COMMENTS 4 REVISED PER CITY COMMENTS N0. REVISION NO SCALE VARI2 7-14 SEE PLA, VARIES PLANTER SEE PLAN 1 1.5X MAX_ PAVEMENT W!DTH EXCEEDS 16' AND SHALL MATCH EXISANG EDGE OF PAVEMENT BETWEEN STA. 95*83 TO STA. 97*03 PAVEMENT SHALL TAPER FROM 16.6' AT STA. 91*96.97 TO 16' AT STA. 93+67.45. 0.5' - 16' 16' CROSS SLOPE REVISES FROM 2X AT STA. 96*93 TO EXIST. 1X AT STA. 97*03 ES PAVEMENT SHALL FOLLOW ARTERIAL COLLECTOR PAVEMENT SECAON OR MATCH CROSS ,LOPE VAR/ES EXISANG, #HICHEVER IS GREATER. SEE BETWEEN STA. 91t96.97 ARTERIAL PAVEMENT SECAON, THIS SHEET. TO STA. 92+60 & STA. 95420 TO STAAAV 91+87.2 70 STA 97f030 (COWSTRUCAAN a7 7MJNE) STA. 97*03 16' 2% L/NCOLNA VE NE SCALE 1.• 5 60' VARIES (_> 16� I �IIXNIXNWQ\ / . i�/,'\�i��i\���\�\\i'\�'�\i`�\i`�``/� .\..\ram EXISANG PAVED ROAD. STAAGW 97t030 70 STAAAV 97t2382 (CGIVSIRUCAAN CtW7 RUNE) L/NCOLNA VE NE 0.5' CONCRETE SIDEWALK PER C. D.R. STD PLAN 201 (TYP) SEE SHEET C3.42 1R" SCALE- 1.• 5 CONCRETF VERACAL CURB AND GUTTFR PER C.O.R STD PLAN 101 (TYP) SEE SHEET 0 42 2X ASPHAL T THICKENED EDGE DETAIL NOT TO SCALE FULL WDTH OVERLAY NE 40TH ST SCALE 1.-5 VAIUL TACCESS ROADS SEE SHEET C4.35 FOR VAUL T ACCESS ROAD SECAONS MEM 7/15/21 HHH UR R SPRAGUE P.L.S. MEM 2/15/22 Adowzk HHIJ Dmmm '�' CITY OF MEM 4/11 /22 HHH oE�ar HOLLI HEAVRIN AU� ff�a � 11 RENTON MEM 4/28/22 HHH Dom"` MARY MOORS E I v T O I v ONE INCH DATUM OHECKED: AT FULL scuE Planning/Building/Public Works Dept. HOLLI HEA VRIN IF Mn ONE INCH BY DATE APPR SCALEA` COMMIL1 HOLLI H. HEAVRIN P.E. 30' R/W pK INS MAIsyy CIVIL ENGINEERING LANDSCAPE ARCHITECTURE PLANNING 'Con 99 DESIGN SURVEYING 181' 12100 NE 195th St, Suite 300 Bothell, Washington 98017 425.885.781-7 4/28/22 R-417 9 2 4 IN COMPLIANCE WITH CITY OF RENTON STANDARDS DEVELOPMENT ENGINEERING msippo 05/10/2022 CANOPY 4196 L/NCOLNAVENE, RENTON, WA 98056 TYPICAL ROAD SECTIONS N N 0 V M 0 H 1 DATE: R 4128122 (` FlELDBOM, PAGE: DRAWING Ha C3"31 sHEEr. oF: 24 107 r� O O N M v SWALE FOR SURFACE DRAINAGE CONTROL COMPACTED NATIVE FILL I 1 1 T MAX EXPOSED WALL HEIGHT 6 i 2(MAX) H13 1� 1.5' MIN I I GUARD RAIL PER CIVIL IJ� PLANS II ROADWAY 6" MIN COVER OVER REINFORCMENT I LAYER 6 - 0.5, TYP u _LAYER 5 3MIN REINFORCEMENT GRID (SEE SCHEDULE) 12" MIN _LAYER 4 - `- - -LAYER3- - - - CRUSHED ROCK FILTER MATERIAL, BETWEEN 2 AND 4 INCH SIZE WITH _ LAYER 2 LESS THAN 2% FINES r 2 I P- t - LAYER1 0.5' 11 3" MINIMUM frlGRAVEL BEDDING 10' Be 1 KEYWAY 2" FIRM UNDISTURBED MIN SOIL TO BE VERIFIED BY GEOTECHNICAL ENGINEER KEYWAY SHOULD BE SLOPED DOWN TOWARDS THE FACE BEING PROTECTED NOT TO SCALE BUILDING LOT 10, (max.) :'(min.) 4'° COMPETENT NATIVE SOILS OR STRUCTURAL FILL TO BE VERIFIED BY GEOTECHNICAL ENGINEER (TYP.) 7' 2(MAX) 1� ------------- REDI-ROCK -41" TOP BLOCK REDI-ROCK 60" MIDDLE BLOCK . REDI-ROCK 60" MIDDLE BLOCK REDI-ROCK 60" MIDDLE BLOCK REDI-ROCK 60" MIDDLE BLOCK . 91, REDI-ROCK R 60" MIDDLE BLOCK REDI-ROCK 60" BOTTOM BLOCK 9" OFFSET NOT TO SCALE 4" MINIMUM DIAMETER DRAIN PIPE SURROUNDED BY CLEAN WASHED 314" DRAIN GRAVEL 12" MIN. COMPACTED STRUCTURAL BACK FILL ABOVE DRAIN COLUMN DENSE NATIVE SOILS 12" MIN. COMPACTED 1/2" TO V CLEAN CRUSHED ROCK NO FINES (TYP.) EXCAVATION TO BE COMPLETED AT THE BACK OF THE DRAINAGE COLUMN TO LIMIT THE AMOUNT OF DENSE NATIVE MATERIAL REMOVED FROM BEHIND THE WALL, 4" DIAMETER PERFORATED PVC DRAIN PIPE TAKEN TO APPROVED POINT OF DISCHARGE 5/8" CRUSHED ROCK LEVELING PAD (TYP.) REINFORCED FILL ROCKERY REINFORCING SCHEDULE OVERALL WIDTH (includes stone size REINFORCEMENT HEIGHT at base of wall, wall EXPOSED WALL LAYER NO. (USE MIRAFI OR LENGTH "L" FEET (ABOVE BASE batter, drain rock, HEIGHT EQUIVALENT) ELEVATION) and reinforcement) 3.25 FEET 4 FEET OR LESS NO REINFORCEMENT REQUIRED 1 MIRAFI HP 570 4.5 0.5 8.25 FEET 5 FEET 2 MIRAFI HP 570 4.5 2.5 1 MIRAFI HP 570 5.5 0.5 10.25 FEET 6 -7 FEET 2 MIRAFI HP 570 5.5 25 3 MIRAFI HP 570 5.5 4-5 1 MIRAFI HP 570 7.5 0.5 2 MIRAFI HP 570 7.5 2.5 13.25 FEET 8 - 9 FEET 3 MIRAFI HP 570 7.5 4,5 4 MIRAFI HP 570 7.5 6.5 1 MIRAFI HP 570 9.0 0.5 2 MIRAFI HP 570 9.0 2.5 15.25 FEET 10 FEET 3 MIRAFI HP 570 9.0 45 4 MIRAFI HP 570 9.0 6.5 5 MIRAFI HP 571 9.0, 2, ROCKERY NOTES: 1.. ROCKERY CONSTRUCTION SHALL BE COMPLETED IN ACCORDANCE WITH THE ASSOCIATION OF ROCKERY (ARC) CONTRACTORS GUIDELINES. 2. ROCK USED MUST MEET THE REQUIREMENTS FOR ROCK QUALITY SPECIFIED IN SECTIONS 9.13.7(1) OF THE WSOOT STANDARDS SPECIFICATIONS (2016). 3. ALL CAP ROCKS MUST BE SECURE AND NOT ABLE TO BE DISLODGED BY HAND. GENERAL REINFORCED FILL NOTES: 1. REFER TO CIVIL DRAWINGS FOR ROCKERY ALIGNMENT, LOCATIONS AND ELEVATIONS. 2. REFER TO REINFORCING SCHEDULE FOR GEOTEXTILE LENGTHS AND ELEVATIONS. 3. GEOTEXTILE SHALL BE INSTALLED ON HORIZONTAL SURFACE OF COMPACTED STRUCTURAL FILL AT ELEVATIONS SHOWN ON SCHEDULE. 4. GEOTEXTILE SHALL BE PULLED TIGHT BEHIND WALL. STAKE END OF GEOGRID AS REQUIRED TO MAINTAIN TENSION BEFORE COVERING WITH STRUCTURAL FILL. 5. PROTECT GEOTEXTILE FROM CONSTRUCTION DAMAGE PER MANUFACTURERS CONSTRUCTION EQUIPMENT SHALL NOT TRAVEL DIRECTLY ON GEOTEXTILE. ANY GEOTEXTILE THAT IS DAMAGED SHALL BE REPLACED WITH NEW GEOTEXTILE AT CONTRACTORS EXPENSE. 6. GEOTEXTILE SHALL BE AS SHOWN ON SCHEDULE. ALL GEOTEXTILE SHALL BE CLEARLY IDENTIFIED AND LABELED IN THE FIELD. ANY UNMARKED ROLLS, OR PORTIONS THEREOF, OF GEOTEXTILE THAT CANNOT BE IDENTIFIED SHALL NOT BE USED IN WALL CONSTRUCTION. 7. ALL STRUCTURAL FILL TO BE PLACED AND COMPACTED PER REPORT PREPARED BY TERRA ASSOCIATES, PROJECT NUMBERS, T-7886, PREPARED BY TERRA ASSOCIATES, INC., DATED FEBRUARY 21, 2020. STRUCTURAL FILL IN RE-INFORCED ZONE SHALL BE GRANULAR MATERIAL WITH A MAXIMUM AGGREGATE SIZE OF 3 INCHES AND A MAXIMUM OF 30 PERCENT PASSING THE NO. 200 SIEVE (FINES CONTENT) BASED ON THE 3/4" GRAVEL FRACTION. GENERALNOTES 1) REFER TO CIVIL GRADING PLANS FOR WALL ALIGNMENTS AND ELEVATIONS. 2) REDI-ROCK O WALL ASSEMBLY TO BE COMPLETED PER MANUFACTURERS SPECIFICATIONS. 3) HEAVY CONSTRUCTION EQUIPMENT SUCH AS VIBRATORY DRUM ROLLERS, LOADED DUMP TRUCKS, FRONT -ENO LOADERS, ETC., SHALL NOT OPERATE WITHIN FIVE FEET OF BACK OF WALLS. STRUCTURAL FILL PLACED IN THIS ZONE SHALL HAVE MAXIMUM LOOSE LIFT THICKNESS OF 12 INCHES AND SHALL BE COMPACTED USING HAND OPERATED COMPACTION EQUIPMENT. UNDERGROUND LOCATOR SERVICE CALL BEFORE YOU DIG. 811 `(N S. O� o F wa�yl 1L1 rr 47016 GISTSV� \ s� NA L 1 REVISED PER CITY COMMENTS 2 REVISED PER CITY COMMENTS 3 REVISED PER CITY COMMENTS 4 REVISED PER CITY COMMENTS REVISION FENCE/RAIL WHERE REQUIRED n 4.5 I II Ii ROADWAY 16.6" J.• ... REDI-ROCK 8" PLANTER BL( REDI-ROCK 4.5' 41" PLANTER BLOCK ' REDI-ROCK e 41" MIDDLE BLOCK 2(MAX) 1 REDI-ROCK ° '41" BOTTOM BLOCK' 1 COMPETENT NATIVE SOILS OR STRUCTURAL FILL TO BE VERIFIED BY GEOTECHNICAL ENGINEER (TYP.) NOT TO SCALE ( L 12" MIN. COMPACTED STRUCTURAL BACK FILL ABOVE DRAIN COLUMN 12" MIN. COMPACTED 1/2" TO 1" CLEAN CRUSHED ROCK NO FINES (TYP.) STRUCTURAL FILL 4" DIAMETER PERFORATED PVC DRAIN PIPE TAKEN TO APPROVED POINT OF DISCHARGE 518" CRUSHED ROCK LEVELING PAD (TYP.) FENCE OR HANDRAIL AS REQUIRED SWALE FOR SURFACE DRAINAGE CONTROL 2(MAX) 1� FIRM UNDISTURBED SOIL TO BE VERIFIED BY GEOTECHNICAL ENGINEER 1 S 10' MAX. .V H/3 12 IN, KEYWAY JIT KEYWAY SHOULD BE SLOPED DOWN TOWARDS THE FACE BEING PROTECTED NOT TO SCALE ROCKERY NOTES: 1. REFER TO CIVIL GRADING DRAWINGS FOR WALL ALIGNMENTS, AND ELEVATIONS. 2. ROCKERY CONSTRUCTION SHALL BE COMPLETED IN ACCORDANCE WITH THE ASSOCIATION OF ROCKERY CONTRACTORS GUIDELINES. 3. ROCK USED MUST MEET THE REQUIREMENTS FOR ROCK QUALITY SPECIFIED IN SECTION 9-13.7(1) OF THE WSDOT STANDARDS SPECIFICATIONS (2016). 4. ALL CAP ROCKS MUST BE SECURE AND NOT ABLE TO BE DISLODGED BY HAND. COMPETENT UNDISTURBED NATIVE SOILS CRUSHED ROCK FILER MATERIAL BETWEEN 2, AND 4 INCH SIZE WITH LESS THAN 2% FINES 4" MIN GRAVEL BEDDING 4" MINIMUM DIAMETER DRAIN PIPE SURROUNDED BY CLEAN WASHED 314" DRAIN GRAVEL TAKEN TO APPROVED POINT OF DISCHARGE OVERALL WIDTH (includes stone size at base of wall, wall EXPOSED WALL batter, and drain HEIGHT rock) 3.25 FEET 4 FEET OR LESS 8.25 FEET 5 FEET 10.25 FEET 6 - 7 FEET 13.25 FEET 8 - 9 FEET 15.25 FEET 10 FEET - Terra CUT ROCKERY DETAIL CANOPY • Associates, Inc. RENTON, WASHINGTON Consultants in Geotechnical Engineering Geology and Environmental Earth Sciences Proj.No. T-7886 Date: MAR 2022 Figure 2 MEM 7/15/21 HHH EN R P.L.S. SCAM* AS NOTED MEM 2/15/22 HHH Dmmm HOLLI HEAVRIN MEM 4/11/22 HHH MEM 4/28/22 HHH °""` MARY MOORS ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY CHECKED HOLLI HEA VRIN BY DATE APPR HOLLI H, HEAVRIN P.E. MRQO�NTAL-"t /1/1ee1 DATUM GENERAL NOTES 1) REFER TO CIVIL GRADING PLANS FOR WALL ALIGNMENTS AND ELEVATIONS. 2) REDI-ROCK ® WALL ASSEMBLY TO BE COMPLETED PER MANUFACTURERS SPECIFICATIONS. 3) STRUCTURAL FILL SHALL BE PLACED AND COMPACTED ACCORDING TO RECOMMENDATIONS PROVIDED IN THE GEOTECHNICAL REPORT, CANOPY, RENTON, WASHINGTON, PROJECT NO. T-7886 PREPARED BY TERRA ASSOCIATES, INC., DATED FEBRUARY 21, 2020. STRUCTURAL FILL IN REINFORCED ZONE SHALL BE GRANULAR MATERIAL WITH A MAXIMUM AGGREGATE SIZE OF 3-INCHES AND A MAXIMUM SOIL FINES (LESS THAN # 200 SIEVE) CONTENT OF 30 PERCENT. 4) HEAVY CONSTRUCTION EQUIPMENT SUCH AS VIBRATORY DRUM ROLLERS, LOADED DUMP TRUCKS, FRONT-END LOADERS, ETC., SHALL NOT OPERATE WITHIN FIVE FEET OF BACK OF WALLS. STRUCTURAL FILL PLACED IN THIS ZONE SHALL HAVE MAXIMUM LOOSE LIFT THICKNESS OF 12 INCHES AND SHALL BE COMPACTED USING HAND OPERATED COMPACTION EQUIPMENT. -,j + CITY OF RENTON Planning/Building/Public Works Dept. �711V15v i7. Cyr of'"As�rfi�fi 4f • .7016 T5I;Ct s�ONA L RED/ -ROCK WALLS ALL RED/ -ROCK WALLS SHALL BE FACED NTH COBBLESTONE TEXTURE AS ,SOWN, OR APPROVED E!X/AL. IVOTE THE WALL DESIGNS, AS SHOWN 0YV THIS WEET, HAVE BEEN PROVIDED BY THE PROLECT GEOTECHNICAL ENGINEER, TERRA ASSOCIATES. IT IS INCLUDED WITH THIS PLAN SET AS COURTESY AND FOR IS INFORMA AONAL PURPOSES ONL Y" CORE DESIGN, INC. TAKES NO RESPONSIBILITY OR LIABILITY FOR THE DESIGN. FOR QUESAONS REGARDING THIS DESIGN, CONTACT TERRA ASSOCIATE. CIVIL ENGINEERING LANDSCAPE ARCHITECTURE 'Con PLANNING DESIGN SURVEYING 12100 NE 195th St, Suite 300 Bothell, Washington 98017 425.885.7877 R-417925 IN COMPLIANCE WITH CITY OF RENTON STANDARDS fDEVELOPMENT ENGINEERING sippo 05/10/2022 CANOPY 4196 LINCOLNA VE NE, RENTON, WA 98056 SITE DETAILS FAA O Z 4128122 Q C3.32 Er. OF: 25 107 O O O Q M M v FENCE/RAIL WHERE REQUIRED GENERAL NOTES 5 1) REFER TO CIVIL GRADING PLANS FOR WALL ALIGNMENTS AND ELEVATIONS. II 2) REDI-ROCK O WALL ASSEMBLY TO BE COMPLETED PER MANUFACTURERS I I SPECIFICATIONS. ROADWAY 3) STRUCTURAL FILL SHALL BE PLACED AND COMPACTED ACCORDING TO 16.6" RECOMMENDATIONS PROVIDED IN THE GEOTECHNICAL REPORT, CANOPY, RENTON, EDI-ROCK I I WASHINGTON, PROJECT NO. T-7886 PREPARED BY TERRA ASSOCIATES, INC., DATED 28" LANTER BLOCK. I I FEBRUARY 21, 2020. STRUCTURAL FILL IN REINFORCED ZONE SHALL BE GRANULAR I I MATERIAL WITH A MAXIMUM AGGREGATE SIZE OF 3-INCHES AND A MAXIMUM SOIL FINES U (LESS THAN # 200 SIEVE) CONTENT OF 30 PERCENT. REDI-ROCK 4) HEAVY CONSTRUCTION EQUIPMENT SUCH AS VIBRATORY DRUM ROLLERS, LOADED DUMP 41" PLANTER BLOCK TRUCKS, FRONT-END LOADERS, ETC., SHALL NOT OPERATE WITHIN FIVE FEET OF BACK OF 6" MIN. COMPACTED 1/2" TO 1" WALLS. STRUCTURAL FILL PLACED IN THIS ZONE SHALL HAVE MAXIMUM LOOSE LIFT 6' REDR-ROCK .' CLEAN CRUSHED ROCK NO FINES THICKNESS OF 12 INCHES AND SHALL BE COMPACTED USING HAND OPERATED (max 16,6" 41" MIDDLE BLOCK THEN WIDEN FOR LOWER COMPACTION EQUIPMENT. REDI-ROCK STRUCTURAL FILL 41" PLANTER BLOCK �. L) ,. 1tGIIN, REDI-ROCK 41" BOTTOM BLOCK ° Ky�O WAghZ��� 4" DIAMETER PERFORATED PVC DRAIN PIPE TAKEN TO APPROVED �@ 4 Y POINT OF DISCHARGE S� - ILS 5/8" CRUSHED ROCK LEVELING PAD (TYP.) 016 EQ� +t� 47COMPETENT ISTS �NAL� , I�j I OR STRUCTURAL FILL TO BEIVE VERIFFIIED BY GEOTECHNICAL ENGINEER (TYP.) NOT TO SCALE FENCE/RAIL WHERE REQUIRED n 6' I I II ROADWAY FED; -ROCK 28" LANTER BLOCK I I u REDI-ROCK 41" PLANTER BLOCK . REDI-ROCK �{ 16.6" 41"MIDDLE BLOCK • � %tea COMPETENT NATIVE SOILS OR STRUCTURAL FILL TO BE VERIFIED BY GEOTECHNICAL ENGINEER (TYP.) NOT TO SCALE 6" MIN. COMPACTED 112" TO 1" CLEAN CRUSHED ROCK NO FINES THEN WIDEN FOR LOWER STRUCTURAL FILL 4" DIAMETER PERFORATED PVC DRAIN PIPE TAKEN TO APPROVED POINT OF DISCHARGE 5/8" CRUSHED ROCK LEVELING PAD (TYP.) GENERAL NOTES 1) REFER TO CIVIL GRADING PLANS FOR WALL ALIGNMENTS AND ELEVATIONS. 2) REDI-ROCK O WALL ASSEMBLY TO BE COMPLETED PER MANUFACTURERS SPECIFICATIONS. 3) STRUCTURAL FILL SHALL BE PLACED AND COMPACTED ACCORDING TO RECOMMENDATIONS PROVIDED IN THE GEOTECHNICAL REPORT, CANOPY, RENTON, WASHINGTON, PROJECT NO. T-7886 PREPARED BY TERRA ASSOCIATES, INC., DATED FEBRUARY 21, 2020. STRUCTURAL FILL IN REINFORCED ZONE SHALL BE GRANULAR MATERIAL WITH A MAXIMUM AGGREGATE SIZE OF 3-INCHES AND A MAXIMUM SOIL FINES (LESS THAN # 200 SIEVE) CONTENT OF 30 PERCENT. 4) HEAVY CONSTRUCTION EQUIPMENT SUCH AS VIBRATORY DRUM ROLLERS, LOADED DUMP TRUCKS, FRONT-END LOADERS, ETC., SHALL NOT OPERATE WITHIN FIVE FEET OF BACK OF WALLS. STRUCTURAL FILL PLACED IN THIS ZONE SHALL HAVE MAXIMUM LOOSE LIFT THICKNESS OF 12 INCHES AND SHALL BE COMPACTED USING HAND OPERATED COMPACTION EQUIPMENT. UNDERGROUND LOCATOR SERVICE CALL BEFORE YOU DIG. 811 fl�0 S. 6" �QQy�O� WA�y�Jlr�,�tn 47016 'i'�O'NAL 1 REVISED PER CITY COMMENTS 2 REVISED PER CITY COMMENTS 3 REVISED PER CITY COMMENTS 4 REVISED PER CITY COMMENTS REVISION 7.5' (max.) e OMPETENT NATIVE SOILS OR STRUCTURAL FILL TO BE VERIFIED BY GEOTECHNICAL ENGINEER (TYP.) 2(MAX) 1� FENCE/RAIL WHERE REQUIRED F�/ 6' I I II I I ROADWAY 6" MIN. COMPACTED 1/2" TO 1" CLEAN CRUSHED ROCK NO FINES THEN WIDEN FOR LOWER C STRUCTURAL FILL 4" DIAMETER PERFORATED PVC DRAIN PIPE TAKEN TO APPROVED POINT OF DISCHARGE 518" CRUSHED ROCK LEVELING PAD (TYP.) NOT TO SCALE 6' �{ 16.6" tDI-ROCK 28'NTER BLOCK. REDI-ROCK° 41" PLANTER BLOCK . REDI-ROCK 16.6" ', 1V MIDDLE BLOCK REDI-ROCK 10, PLANTER BLOCK . (max.) 4 - REDI-ROCK 16.6" 41" MIDDLE BLOCK REDI-ROCK 41 PLAN BLOCK , REDI-ROCK " 60" MIDDLE BLOCK fiN RED] -ROCK 60" BOTTOM BLOCK , 4"W. COMPETENT NATIVE SOILS OR STRUCTURAL FILL TO BE VERIFIED BY GEOTECHNICAL ENGINEER (TYP.) NOT TO SCALE MEM 7/ 15/21 HHH SURVEYED: ENN SPRAGUE P.L. MEM 2/15/22 H H H . oEs�N HOLLI HEAVRIN MEM 4/11 /22 H H H MEM 4/28/22 HHH DWN` MARY MOORS CHECKED: HOLLI HEAVRIN BY DATE APPR HO Ll H HEAVRIN P.E. FENCE/RAIL WHERE REQUIRED n II II I I ROADWAY II II II u 6" MIN. COMPACTED 1/2" TO 1" CLEAN CRUSHED ROCK NO FINES THEN WIDEN FOR LOWER STRUCTURAL FILL 12" PVC STORMLINE CC 4" DIAMETER PERFORATED PVC DRAIN PIPE TAKEN TO APPROVED POINT OF DISCHARGE 5/8" CRUSHED ROCK LEVELING PAD (TYP.) SCALE: AS NOTED ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY MRMWAL: N 93/101 DATUM GENERAL NOTES 1) REFER TO CIVIL GRADING PLANS FOR WALL ALIGNMENTS AND ELEVATIONS. 2) RED] -ROCK O WALL ASSEMBLY TO BE COMPLETED PER MANUFACTURERS SPECIFICATIONS. 3) STRUCTURAL FILL SHALL BE PLACED AND COMPACTED ACCORDING TO RECOMMENDATIONS PROVIDED IN THE GEOTECHNICAL REPORT, CANOPY, RENTON, WASHINGTON, PROJECT NO. T-7886 PREPARED BY TERRA ASSOCIATES, INC., DATED FEBRUARY 21, 2020. STRUCTURAL FILL IN REINFORCED ZONE SHALL BE GRANULAR MATERIAL WITH A MAXIMUM AGGREGATE SIZE OF 3-INCHES AND A MAXIMUM SOIL FINES (LESS THAN # 200 SIEVE) CONTENT OF 30 PERCENT. 4) HEAVY CONSTRUCTION EQUIPMENT SUCH AS VIBRATORY DRUM ROLLERS, LOADED DUMP TRUCKS, FRONT-END LOADERS, ETC., SHALL NOT OPERATE WITHIN FIVE FEET OF BACK OF WALLS. STRUCTURAL FILL PLACED IN THIS ZONE SHALL HAVE MAXIMUM LOOSE LIFT THICKNESS OF 12 INCHES AND SHALL BE COMPACTED USING HAND OPERATED COMPACTION EQUIPMENT. 47016 Al - GENERAL NOTES 1) REFER TO CIVIL GRADING PLANS FOR WALL ALIGNMENTS AND ELEVATIONS. 2) REDI-ROCK O WALL ASSEMBLY TO BE COMPLETED PER MANUFACTURERS SPECIFICATIONS. 3) STRUCTURAL FILL SHALL BE PLACED AND COMPACTED ACCORDING TO RECOMMENDATIONS PROVIDED IN THE GEOTECHNICAL REPORT, CANOPY, RENTON, WASHINGTON, PROJECT NO. T-7886 PREPARED BY TERRA ASSOCIATES, INC., DATED FEBRUARY 21, 2020. STRUCTURAL FILL IN REINFORCED ZONE SHALL BE GRANULAR MATERIAL WITH A MAXIMUM AGGREGATE SIZE OF 3-INCHES AND A MAXIMUM SOIL FINES (LESS THAN # 200 SIEVE) CONTENT OF 30 PERCENT. 4) HEAVY CONSTRUCTION EQUIPMENT SUCH AS VIBRATORY DRUM ROLLERS, LOADED DUMP TRUCKS, FRONT-END LOADERS, ETC., SHALL NOT OPERATE WITHIN FIVE FEET OF BACK OF WALLS. STRUCTURAL FILL PLACED IN THIS ZONE SHALL HAVE MAXIMUM LOOSE LIFT THICKNESS OF 12 INCHES AND SHALL BE COMPACTED USING HAND OPERATED COMPACTION EQUIPMENT. Terra 10.5' PLANTER REDI-ROCK WALL DETAIL CANOPY Associates Inc, RENTON, WASHINGTON O Consultants in Geotechnical Engineering Geology and Pro No. T-7886 Date: MAR 2022 Figure s Environmental Earth Sciences �• NOTE THE WALL DESIONS, AS SHOWN ON THIS SHEET, HAVE CIVIL ENGINEERING BEEN PROVIDED SY THE PROJECT GEOTECHNICAL LANDSCAPE ARCHITECTURE ENGINEER, TERRA ASSOCIATES. lT IS INCLUDED W7H THIS PLANNING PLAN SET AS COURTESY AND FOR IS INFORMA 17ONAL DESIGN SURVEYING PURPOSES ONL Y. CORE DESIGN, INC. TAKES NO RESPONSIBILITY OR LIABILITY FOR THE DESIGN. FOR Off-SAONS REGARDING THIS DESIGN, CONTACT TERRA 12100 NE 195th St, Suite 300 Bothell, Washington 98017 425.885.7877 ASSOCIATES. CITY OF RENTON Planning/Building/Public Works Dept. R-417926 IN COMPLIANCE WITH CITY OF RENTON STANDARDS DEVELOPMENT ENGINEERING msippo 05/10/2022 CANOPY 4196 LINCOLNAV/ENE, RENTON, WA 98056 SITE DETAILS 4128122 DRAWING NM C3.33 SHEET: OF: 26 107 N VA O 1 V M O O O Z Q O Q M v TRACTA (STORM/OPEN SPA \, Y _/ 66.61 11-1 66.53� 66.27 66.19 I I Asp o �\ \,,-68.46 68.9\ 69.00 i �1 •�68.34 �g � � ° � a of ' 66 \� 67.72 \ \7 ° 66.15 ,gyp ) 68.79 - 66.22 (1/2 d)6607 n; FA 6806 fzoKhw (1/2 d) / 68.58 1.6� ELEV (TYP) 65.53 68.66 � 94f36.88, 16.00' L T 65.45 Q 69.11 (PC) }0 0 (CONSTRUCTON II �' 93f41.14, 16.00' LT 1b CENTERLINE) o�O 93f91.75, 64.88 (PC) LINCOLN AVE NE / 0.00ROAD A, O (CONSTRUCTION 1Of0 C IITRLINE) LINCOL/V A VE NE ac \ 0 100+00 _ -� CONSTRUCTON \ CENTERLINE ` \ I 94+00 \ I F ` b \ o 2 0 t 10*49. , 7.00' RT \ \ 10*62.77, IJOO' T 6776 L� \� \ 68.69 (68) \ 10f 12, 769 R \ 67.61 Z' 0% PT) \ \ ° ° �67.05 (3/4 d) I 68.31 66.46 68� 6769 10 66.40 GRADING DETAIL #1 SCALE 1" 10' �O \ 88.17 7Q 88.00 \ X ' '--,12f04.68, ROAD A =- 30f00.00, ALLEY 1 16 0ti '\ ° \\ \\ \\ �76.28. 84� \ IN,� � ° 70f55.50 � \ \ G`Cj55 N '75.91 \ ° A 80 �� o , 76.66 \ 76.51 ° k 9 ° 6/ \ � a ° oo',74.94 / g 1. IN, ° A 74.87 / VARIES \ 76.63 \ 7423 PER \ _ - 11f09 03, ROAD A = 76.25 oa 74.07 PROFILE \ - - - _ 121f45.32, ��° 74.02 \ \�¢ NORTH VAUL T ACCESS ROAD / 74 54 \ 6/ 74.37 � ° 11f07.37, \� 75.74 \\ROADA \\ 75.57 70f00. 00, 74.6J 73. 41 VAUL T ACCESS ROAD \ \ \ ° 74.46 1k X 73.58 IN, ° 76.29 \ �° 73.35 \ \ - 76.42 \ � _ 7594 75.08 74.79 \ 12 \ \ \ \ 75.15 73.85 � \ � \ 71.56 73.84 \ \\ \ \ \ \ \ 1 p0 \ 1 \ \ N RTH VAULT o f �2 73.37 \ \ A !ni 9• 121f07.81 CESS RD \ \ - 74.08 i 0 120f80.23 71.41 i TRACTA 71.26 (STORM/OPEN SPACE \ \ 68 \ GRADING DETAIL #2 SCALE 1'=10' 1 REVISED PER CITY COMMENTS 2 REVISED PER CITY COMMENTS 3 REVISED PER CITY COMMENTS 4 REVISED PER CITY COMMENTS 2N= VXVAR1[6P► 88.96 30f50.50 ° ---- -- \\ 88.80 8a.9s ALL 88.74 5.6% 6% 87.45 1 88.92 0 / ° 86.18 ° 85.87 7.05 \ ° \ 36.91 86.03 ° \ 85 94- h� IN, 85.77 ° IN, FACE OF CURB ELEV (fZOKINE) (TYP) GRADING DETAIL #3 SCALE PII 4. ,.: ..: U. ft "138.21 a ° 17*65.13, OAD A = � 60f00.0 , ALLEY 3 S 138.04 FACE OF -1 44 137.17 139.98 ° a _ CURB ELEV 13734- (fZOKINE) 136.47 , ( x 136.30 ° ° 138.42 - _ 140.05 DEPRESSED DRIVENAY oa ° / 15' LONG 140 DROP a 13755 \ SIDEWoLK'RAMP 138.49 �(.M6ff=10.4X) / 136.68 �� \ 138-� / 136.68 _ 137.62 / 136. 75 -- 136.26 ---- /�-136.75 - VARKS PER PROKkir 1 LOI�IG� 0 132. f0 ° 6ZAT' ° � ti a .91DEWALK 60-ol 00 -4z - - - - _ RAMP ---- 136.10- GRADING DETAIL #4 SCALE PII eve-1 MEM 2/15/22 H H H NN R. SPRAGUE P.L.S. MEM 4/11 /22 H H H oEs�N HOLLI HEA kRIN MEM 4/28/22 HHH DWN' MAR MOORS ONE INCH CHECKED: AT FULL SCALE HOLLI HEA kRIN IF HOT ONE INCH BY i i DATE APPR APRDfin: SME A`ID1N0L1 HOLLI H. HEA kRIN P.E. -188- _ 144.50 ' p 166 2 *157 OOJ7 40f42.37 - a 40144.79 I o ,�� �� - 144.30 ° a 144.62� ts4 \ 144.50- a a ° ° / 1 -144.87 ts2 143.77 144.39 143.11 143.70 _ X f� N. ROA p A 143.21�\� 143.98 14J 81 143.08 , __ 156 14J25 FACE OF \ 143.08 CURB ELEV ° 142.60 \ (fZOWLINE 142.43 154 18f51.36, ROAD A = o ° 0 40f00.00, ALLEY 2 GRADING DETAIL #5 SCALE 1" 10' 151.48---- 151.53 15141 23f64.64, 13.00' L T 151.46 151.77 \\ \\ \ 150.84 ROAD A 150.79� 152.30 \ 23f22.54, I -152- \\ 23+B4"61, ROAD A = �" 7. ,3f 02. 57, NE 40TH ST J 150.99 (PT) 23f00 - - - _ 3f0 .59, 13.Oq' RT 151.17 (PRC) 151.07 (1/2 151. 1 \ d) FACE OF \ 0 23fO1.42, ^� IN 13.00' RT 150.86 CURB ELEV \ 151.53 (PC) � ZO INS) \ 23f27.54, 150.77 , 0 7.00' RT ��Z 150.42 I \ \ 0 150.92 (PC) 151.21 �\° (1/2 d) 151.99 (EX) 151.31 (1/2 d) ° 151.61 151.12 II / 149.83 151.21 �� 1 SAWCUT � l 151. 68 151.28 0c, `ss II 150. 45 I J 7X I \ LINE RECONSTRUCT s � \ v' 151.19 o �150 E 149.74 's lI/EWAY 8� I / 150.43 1 �� 149.64 (EX) 150.36 , �' 2f65.50, 7.00'LT 148.97 152 / ° 148.08 7.000E � (1/2 d) 14762 / ,p - 14655 148 / )147.15 /l (1/2 d) 90'/ 2f39.42, / 13.00' L T / 146.61 (PT) / GRADING DETAIL #6 SCALE: 1" = 10' 0 5 10 20 UNDERGROUND LOCATOR SERVICE CALL BEFORE YOU DIG. 811 H°'"` " °''0' AoutkCITY OF RENTON DATUM Planning/Building/Public Works Dept. SCALE 111I pK INS 000f"* �, i�asyy CIVIL ENGINEERING LANDSCAPE ARCHITECTURE = PLANNING 99 DESIGN SURVEYING RTE�. ' �N 12100 NE 195th St, Suite 300 Bothell, Washington 98017 425.885.781-7 4/28/22 R-417 9 2 7 IN COMPLIANCE WITH CITY OF RENTON STANDARDS DEVELOPMENT ENGINEERING msippo 05/10/2022 CANOPY 4196 L/NCOLNAVENE, RENTON, WA 98056 GRADING DETAILS N N 0 SIC zS V ;C '1 O DATE: 4128122 (� FIELDBOOIC PAGE DRAWING NO: C3.34 sHEEr. oF: 27 107 M M v / _j_ s -T -144 .41 N�! 14 14374 65t53 14225 / 1\4322 A6 6Z 143 05 >3s7 N �o � 66t0�0.0.5, LEY 3LLEY3 I = 142.90 14 45 1t95.5 , NE TH ST -------- 66 0 4�'6�' 142 142.97 a ° �¢z 2- - - a 142.13 142.09 141.51 142.2 � -��- _- ° 141.68 I FACE OF CURB ELEV ° �lNE) .ter GRADING DETAIL #7 SCALE 1'=10' 0 79.17 �l ° 77% j \ 78.95 �1 z 79.05 -as 79.03 78_ 78.26 ►� 78.41 1� I MATCH ROAD 79.11 I GRADE (MATCH EX.) I too 1 I � I _ I � 1 - I I GRADING DETAIL #10 SCALE 1'=10' 'I / / I 0t50.54, 13.00' R 122 / V 119.35 01,4f-) l / 117.76 (PT) / 116.54 (PT) ° 116 I / / 116.54 ° 116 / I 115.41 (�/4 d) 117.14 ° 15.28 (3/4 d) 35R - -1�-L-0II/G Rat i 113.21� ° 11318 °° �/ J� 0 3 4 /2A) �� P r � 113.15 Ili 10 / / ENSURE TO KEEP THE / 109*02.16 / / GRADING WITHIN THE o° / 111.84 X1/4 d) GRADING LIMIT, TYPICAL 1.89' RT / / TO ALL / / / 110.19 (PC) / o GRADING DETAIL #8 SCALE 11'=10' i - - - / \�'�6070 0 ----58---- -- 1.52 � ° 51 1.67. 60.60 � o ° ►►�� 60.03 267. 59.90-1 i WCOLNA VE NE GRADING DETAIL #9 SCALE 1'=10' i 150 _ - 150 TRANS1 01V CURB --- / 40 WIDE RAISED _ _ _ .. - t4.'7' RAMP PEDESTRIAN CROSSING 8 M' RAMP STANDARD TOP OUR,- SLOPE==9.66X SLOff =5Z SLOPE=5.8Z _ _ _ _ _ - --- - . . . . . . . . . STA. 18t28 . . . . . . . . . == ELEV142.11 35" _--------- - . . . . . _1__---- - __- . . . . . . . . . . . . . . . . . . . . . . . STA. 17t88 6"---------------- STA. 18t,36..38 140 ELEV=140.11 _ _ ------ 5 0OX STA. 18t28 ELE14=142.31 HE 140 - - �STA.17t88 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ELEV=139.61 RAISED CROSSING 5X STA. 17t7330 TOP CURB SHALL MATCH . . . . . . ELE14=138.19 . . . . . . . . . . . . . . . . . . . . . . RAISED CROSSING SECTION SCALE 1 "==2' I RAISED CROSSING _L1(I -QQfZy9!!!� F 0D /10 f(EYMAP LINCOLN AME NE wow, ■rr� r 1 REVISED PER CITY COMMENTS 2 REVISED PER CITY COMMENTS 3 REVISED PER CITY COMMENTS 4 REVISED PER CITY COMMENTS 2I*= V2AA R1[61!1111111111111 0 MEM 7/15/21 HHH SURMIM. SPRAGUE P.L.S. STALE. MEM 2/15/22 H H H DEs�cN OLLI HEA kRIN MEM 4/11 /22 H H H MEM 4/28/22 HHH DWN' MAR MOORS ONE INCH AT FULL SCALE IF HOT ONE INCH Sry E A` IMMMIL1 CHECKED: HOLLI HEA kRIN BY DATE AP P R APROfin: HOLLI H. HEA kRIN P.E. SCALE: 1" = 10' 0 5 10 20 UNDERGROUND LOCATOR SERVICE CALL BEFORE YOU DIG. 811 WMIMA` " °'W3'"0' CITY OF RENTON DATUM Planning/Building/Public Works Dept. pK INS '-'00f �, i�asyy CIVIL ENGINEERING LANDSCAPE ARCHITECTURE PLANNING 99 DESIGN SURVEYING RTE�. ' 181' 12100 NE 195th St, Suite 300 Bothell, Washington 98017 425.885.7877 4/28/22 R-41 7928 IN COMPLIANCE WITH CITY OF RENTON STANDARDS DEVELOPMENT ENGINEERING msippo 05/10/2022 CANOPY 4196 LINCOLNA VE NE, RENTON, WA 98056 GRADING DETAILS N N SIC zS V PC 1 DATE 4128122 (� FIELDBOOIC PAGE DRAINING NO: C3.35 SHEET: OF. 28 107 NOTES A CURB RAMP WIDTH 4' - 0" MIN. LANDING TO MATCH A CURB RAMP WIDTH - SEE CONTRACT PLANS CURB RAMP WIDTH 4'- 0" MIN. A � LANDING TO MATCH CURB RAMP 1. At marked crosswalks, the connection between the curb ramp and the road- , \ way must be contained within the width of the crosswalk markings. LANDING I WIDTH - SEE CONTRACT PLANS Y 9 N I GRADE BREAK I 2. Where "GRADE BREAK" is called out, the entire length of the grade break 1 LANDING CURB RAMP GRADE BREAK between the two adjacent surface planes shall be Flush. GRADE BREAK SEE CONTRACT PLANS - � CEMENT CONCRETE O SEE CONTRACT PLANS - 4' - 0" MIN. SIDEWALK - SEE NOTE 5 3. Do not place Gratings, Junction Boxes, Access Covers, or other appurten- 4' - a' MIN. �, I I ances on any part of the Curb Ramp or Landing, or in front of the Curb PROVIDE SMOOTH TRANSITION Ramp where it connects to the roadway. CEMENT CONCRETE TO SIDEWALK WIDTH 2' - 0" O SIDEWALK - SEE NOTE 5 (TYP.) SEE CONTRACT PLANS - MIN.L ACT 4. See Contract Plans for the curb design specified. See Standard Plan * 4' - 0" MIN. PLANS- 0" MIN. F-10.12 for Curb, Curb and Gutter, Depressed Curb and Gutter, and W FLARE (TYPJ 3/S" EXPANSION -* TH - MATCH Pedestrian Curb details. JOINT (TYP.) - SEE �_ MP DEPTH I 5. See Standard Plan F-30.10 for Cement Concrete Sidewalk Details. See 3/8" EXPANSION I CURB RAMP STANDARD PLAN F-30.10 JOINT (TYP.) - SEE I Y" Contract Plans for width and placement of sidewalk. STANDARD PLAN F-30.10 GRADE I „ 6. The Bid Item "Cement Concrete Curb Ramp Type -" does not include the BREAK TRANSITION TO SIDEWALK BUFFER, IF GRADE BREAK PRESENT, OR TO BACK OF CURB (TYP.) - "' adjacent Curb, Curb and Gutter, Depressed Curb and Gutter, Pedestrian ......... * / SEE CONTRA T PLANS w % Curb, or Sidewalks. ...........•.......:::........ ........... :-:: :-: ::: 7. The Curb Ramp length is not required to exceed 15 feet (unless shown CURB, OR CURB CEMENT CONCRETE otherwise in the Contract Plans When applying the 15-foot max. length, AND GUTTER - J CURB, OR CURB PEDESTRIAN CURB - o o a SEE NOTE 4 AND GUTTER - I SEE NOTE 4 the running slope of the Curb Ramp is allowed to exceed 8.3 /o. Use a DETECTABLE WARNING SURFACE - SEE NOTE 4 B I single constant slope from bottom of ramp to top of ramp to match into SEE STANDARD PLAN F-45.10 DETECTABLE WARNING SURFACE -- the landingover a horizontal distance of 15 feet. Do not include the FACE OF CURB J / FACE OF CURB SEE STANDARD PLAN F-45.10 abutting landing in the 15-foot max. measurement. MEASURED PARALLEL J/ DEPRESSED CURB AND GUTTER - DEPRESSED CURB AND GUTTER 8. Curb Ramps and Landings shall receive a broom finish. See Standard TO CURB (TYP.) CROSSWALK SEE NOTE 4 CROSSWALK Specifications 8-14. J 9. Pedestrian Curb may be omitted if the ground surface at the back of the o Curb Ramp and/or Landing will be at the same elevation as the Curb R _1 1O CONTRACTION JOINT (TYP.) - SEE STANDARD PLAN F-30.10 Ramp or Landing and there will not be material to retain. V z FOR CURB RAMP LENGTHS GREATER THAN 8'- 0" PROVIDE LUPLAN VIEW CONTRACTION JOINT EQUALLY SPACED 4'- 0" MIN. OC. PLAN VIEW } TYPE PERPENDICULAR A TYPE PERPENDICULAR B LEGEND 00 DETECTABLE WARNING SURFACE - (SHOWN WITH BUFFER) Z SEE STANDARD PLAN F-45.10 -\ _ - SLOPE IN EITHER DIRECTION ¢ 1 o GRADE BREAK 1.5 OR FLATTER RECOMMENDED FOR 4' - 0" MIN. 15' - 0" MAX. (TYP.) * DESIGN/FORMWORK (2% MAX.) SLOPE TREATMENT - SEE CONTRACT PLANS SEE NOTE 7 j COUNTER SLOPE - o SEE STANDARD PLAN F-30.10 I * GRADE BREAK % 5,11 DESI MAX. * �. OR FLATTER RECOMMENDED FOR DESIGN/FORMWORK (8.3% MAX.) * TOP OF ROADWAY 9.5% OR FLATTER RECOMMENDED FOR DESIGN/FORMWORK (10% MAX.) 7- l �l®'TT LANDING CURB RAMP l a �� pF 1tiASgtNC DEPRESSED CURB AND GUTTER -• 1 SEE STANDARD PLAN F-10.12 SECTION OA CEMENT CONCRETE CEMENT CONCRETE CURB RAMP "TYPE CEMENT CONCRETE CURB RAMP "TYPE®� ��8680�0 PEDESTRIAN CURB - PERPENDICULAR "A" PAY LIMIT - SEE NOTE 6 PERPENDICULAR "B" PAY LIMIT - SEE NOTE 6 F� f STS4 Gti 1 SEE NOTE 4 �10NAL t DETECTABLE WARNING SURFACE - Zeller, Scott SEE STANDARD PLAN F-45.10Jun 24 2016 7:20 AM Ofr� PERPENDICULAR «: " CURB RAMP 3" R. TYP. DEPRESSED CURB AND GUTTER - SEE NOTE 4 STANDARD PLAN F-40.15-03 SHEET 1 OF 1 SHEET CEMENT CONCRETE CURB AND GUTTER - SEE NOTE 4 APPROVED FOR PUBLICATION Carpenter Jeff �.Gi-2�ZCr21!C2, Jun2920i6228PM ISOMETRIC VIEW ISOMETRIC VIEW AIIIIIIIIIIIII,STATE DESIGN ENGINEER CURB RADIUS DETAIL O TYPE PERPENDICULAR A PAY LIMIT TYPE PERPENDICULAR B PAY LIMIT O// Washington State Department of Transportation FACE OF CURB 6 1 t7'_' -512" 1' F 1 Ft 124 1 1 TOP OF tr2"R. ROADWAY 1 1 � 1 •6' _ r CEMENT CONCRETE TRAFFIC CURB AND GUTTER FACE OF ADJACENT CURB FLUSH WITH GUTTER PAN AT SIDEWALK RAMP ENTRANCE IA2 124 TOP OF V2" R. ROADWAY l io r DEPRESSED CURB SECTION AT SIDEWALK RAMPS 318' CEMENT CONCRETE 1R• R. t R OR LAND SIDEWALKNRAMP VARIES FROM ' 6"TOO I WD"PREMOLDED JOINT FILLER CEMENT CONCRETE PEDESTRIAN CURB AT SIDEWALK RAMPS AND LANDINGS FACE OF ADJACENT CURB SEE DEPRESSED CURB DETAIL THIS SHEET 124 TOP OF 112" R. ROADWAY 2' 1 I �a I DEPRESSED CURB SECTION AT RESIDENTIAL DRIVEWAYS ONLY. FOR COMMERCAL DRIVEWAYS SEE STD PLAN %41 FACE OF CURB -6 2' - 512 T" 12 R. t R. FACE OF ADJACENT CURB ( '' I ,n TOP OF ROADWAY •, • > I i� ' • GUTTER SURFACE I r • ' •"• •'•�L' TO'' PREMOLDED JOINT FILLER T 1' R E FULL -DEPTH - EXPANSION JOINT 1 R. CEMENT CONCRETE TRAFFIC CURB DEPRESSED CURB DETAIL AT RESIDENTIAL OR COMMERCIAL DRIVEWAYS, AND ALLEYS GENERAL NOTES: 1. See standard plans 102 and 101.1 for curb expansion and contraction pent spacing. L Expansion joint shall be full depth, 3/B" (In,) premo(ded Joint filler. 3. For DOpressod Monolithic Driveway Curb & Gutter Section, we Standard Plan 104.2 STD, PLAN - 101 a PUBLIC WORKS CEMENT CONCRETE CURBS I DEPARTMENT r- I-, I ­ - 1�* REINFORCEMENT SCHEDULE EXPOSED WALL REINFORCEMENT REINFORCEMENT HEIGHT HEIGHT "H" LAYER NO. TYPE LENGTH"L" (FT) 2 FT NO REINFORCEMENT NEEDED 3 TO 4 FT 1 MIRAFI 5XT 4.5 FT 0.66 2 4.0 FT 2.00 1 5.5 FT 0.66 5 TO 6 FT 2 MIRAFI 5XT 5.5 FT 2.00 3 5.5 FT 4.00 NOTE: GEOGRID ELEVATION TOLERANCE t .5' (ALL DIMENSIONS ARE IN FEET) pp", N S. 4 OF WA, 47016 ,, STE1 INAL FENCE/RAIL WHERE REQUIRED V KEYSTONEOMPACT BLOCK OR EQUAL I I 8"X18"X12 D BLOCK (TYP.) I I (I I I TRACT G I I 12" MIN. COMPACTED 1/2" TO 1" CLEAN CRUSHED ROCK NO FINES (TYP.) 1 Li _ _ LAYER 3 6 GEOGRID (SEE REINFORCING SCHEDULE) GENERAL NOTES (MAX.) GRANULAR STRUC 1) REFER TO CIVIL GRADING PLANS FOR WALL ALIGNMENTS AND ELEVATIONS. 32 (SEE NOTE 10) 2) REFER TO REINFORCING SCHEDULE FOR GEOGRID LENGTHS AND ELEVATIONS. _ _ _ LAYER 2 3) GEOGRID ELEVATION MEASURED FROM TOP OF CRUSHED ROCK LEVELING PAD. 4" DIAMETER PERFORATED PVC DRAIN PIPE TAKEN TO APPROVED 4) GEOGRID LENGTH "L" MEASURED FROM BACK OF FACE UNIT, = v POINT OF DISCHARGE _ LAYER 1 5) GEOGRID SHALL BE INSTALLED BEHIND WALL WITH MACHINE DIRECTION (STRONGEST AXIS) PERPENDICULAR TO WALL. 6) GEOGRID SHALL BE INSTALLED ON HORIZONTAL SURFACE OF COMPACTED STRUCTURAL FILL. 7) GEOGRID SHALL BE PULLED TIGHT BEHIND WALL. STAKE END OF GEOGRID AS REQUIRED TO MAINTAIN TENSION BEFORE - 3 COVERING WITH STRUCTURAL FILL. COMPETENT NATIVE SOILS OR STRUCTURAL FILL TO BE VERIFIED 518"CRUSHED ROCK LEVELING PAD (TYP.) 8) PROTECT GEOGRID FROM CONSTRUCTION DAMAGE PER MANUFACTURERS SPECIFICATIONS. CONSTRUCTION BY GEOTECHNICAL ENGINEER (TYP.) EQUIPMENT SHALL NOT TRAVEL DIRECTLY ON GEOGRID. ANY GEOGRID THAT IS DAMAGED SHALL BE REPLACED WITH NEW GEOGRID AT CONTRACTORS EXPENSE. RD KEYSTONE COMPACT 9) KEYSTONEBLOCK® WALL ASSEMBLY TO BE COMPLETED PER MANUFACTURERS SPECIFICATIONS. BLOCK WALL 10) STRUCTURAL FILL SHALL BE PLACED IN 12 INCH LOOSE LIFTS AND COMPACTED TO 95% OF THE SOILS MAXIMUM DENSITY AS DETERMINED BY ASTM D-698 (STANDARD PROCTOR). THE MOISTURE CONTENT OF THE MATERIAL SHOULD BE WITH IN 2% OF THE SOILS OPTIMUM AS DETERMINED BY THIS SAME STANDARD. STRUCTURAL FILL IN REINFORCED ZONE SHALL BE GRANULAR MATERIAL WITH A MAXIMUM AGGREGATE SIZE OF 3-INCHES AND A MAXIMUM SOIL FINES (LESS THAN # 200 SIEVE) CONTENT OF 30 PERCENT. 11) HEAVY CONSTRUCTION EQUIPMENT SUCH AS VIBRATORY DRUM ROLLERS, LOADED DUMP TRUCKS, FRONT-END LOADERS, ETC., SHALL NOT OPERATE WITHIN FIVE FEET OF BACK OF WALLS. STRUCTURAL FILL PLACED IN THIS ZONE SHALL HAVE MAXIMUM LOOSE LIFT THICKNESS OF 12 INCHES AND SHALL BE COMPACTED USING HAND OPERATED Terra KEYSTONE BLOCK WALL DETAIL COMPACTION EQUIPMENT, S• RAISED EDGE DETAIL 1 0 6 SIDEWALK P VEGIETATION. EENG INOTEBIED SEE NOTE UNDISTURBED TURF (LAWN) AREAS, LEVEL -.( 12 EXTEND SIDEWALK TRANSVERSE 1'•D' 1'-0- 318"(IN) PREMOLDED JOINT FILLER 12" OM R I JOINTS TO INCLUDE RAISED EDGE TYPICAL WHERE APPLICABLE ROD DING I 20A 1 12•(IN) R. (TYP.)I',,, ' FOR CURB DETAILS UNDISTURBED � - GRASS: SEED OR SOD •► ••• , . SEE STO PLAN 101 NATIVE VEGETATION 1• pN) R. .'•,BJ ✓• ,Sa ,EXISTING ROADWAY 0 •.' StE Act ` r /CRUSHED ROCK BAS SEE RAISED EDGE 1 1'-01• SIDEWALK DETAIL - THIS SHE TYPICAL UNDER CRUSHED SURFACING TOP COURSE(CSTC) ALL CUT SIDEWALK OMPACT TO 95R MODIFIED PROCTOR SLOPES` MIN" (UNLESS REQUIREMENT WANED BY UNDISTURBED NATIVE SOIL ,, } UNDISTURBED WITH RAISED EDGE ENGINEER) TYPICAL UNDER ALL CURB, NATIVE 541E � 12' (IN) R. (TYP.) GUTTER d SIDEWALK. CSTC UNDER �} 2..0% 1 FOR CURB DETAILS CURB& GUTTER TO BE 6"THICKNESS OR "6 G ' 1.5% SEE STD PLAN 101 MATCH EXISTING ROADWAY CRUSHED ROCK r 4HS7.•r BASE, WHICHEVER IS GREATER (TYP. FOR f " ALL CURB 8 GUTTER). i 1 FINISHED GRADE I -ON) BELOW�- ° TOP OF CONCRETE SURFACE- 2'-0" SIDEWALK -- . ADJACENT TO CURB t' 0' MIN ire (IN) R. (M.) OPTION 1 - NO DISTURBANCE I I I��l ROD DING 1 FOR CURB DETAILS 2 •„ 1.5% SEE STD PLAN 101 ,?,,��¢ Y�.�,.�•w• t, },;' "`�'y?'- PLAN TINC BEDS TURF (LAWN) AREAS BRIDGE OR PEDESTRIAN S-'•`� RAILING 7' FOR CURB DETAILS BARRIER -SEE sIDEWALK SEE STD PLAN 101. ADJACENT TO CURB (STEEP FILL SLOPES) 3"•4' ARBORIST WOOD CHIP MULCH, i SEE STO PLAN 262.60 / GRASS: SEED OR SOD CONTRACT PLANS ALL OR BARRIER 0„ 12'(IN)R. (TYP.) 11=1 it IIII L IC I SIDEWALK FLUSH III •• •• • T !•7 n • •wabrpY�w 12• N) R - I I ;� r�•A\� t:--7T���--�� VERTICAL WALL- " 1f t!:��- •, 3" OF COMPOST INCORPORATED INTO 5" OF SITE SOIL (TOTAL -I-• I I I ) i I - - I I -• I I -_-• I - 176' OF COMPOST INCORPORATED INTO 6 25" OF SITE SOIL (TOTAL AMENDED DEPTH SEE DETAIL t ` - AMENDED DEPTH OF 9.5', FOR A - I I ! - I - I - - OF 9.5", FOR A SETTLED DEPTH OF B") 316' (IN) PREMOLOED SETTLED DEPTH OF B") - - - - JOINT FILLER ADJACENT TO CURB AND RAILING OR WALL pRE(IN) - JOINT FILLER - I I 8" II I FOR TREATMENT BUFFER STRIP TREATMENT slDEwax SIDEWALK ADJACENT TO WALL DETAILSEE •, TL T �.�_ y SIDEWALK (SEE NOTE 101 SUBSOIL SCARIFIED 4' BELOW % , I t3UB301LSCARIFIED4•BELOW COMPOST AMENDED LAYER SECTIONS 12' (IN) R (TYP-) COMPOST AMENDED LAYER I - - (12 BELOW SOIL SURFACE) 1 FOR CURB DETAILS (1 Y BELOW SOIL SURF ACE) 1.5% MIN._ SEE STD PLAN 101 •• .•r • • \ '' BROOMED FINISH OR MATCH EXISTING I \ r • ' I % 5 0. CC TH T OWEELEDPPEERIMETER OPTIONS 2, 3, AND 4 - AMEND IN PLACE OR STOCKPILE AND AMEND FINISHED GRADE 1" (IN) BELOW TOP OF CONCRETE l%� �- SURFACE FOR PLANTING - FLUSH IF PAVED 10,0 5'3 CEMENT �\ (CURB (CURB AND GUTTER SHOWN) DGUTT GUTTER ADJACENT TO BUFFER STRIP Or U FOR CURB DETAILS SEE STD PLAN 101 PLANTING BEDS TURF (LAWN] AREAS / e' O<� � 3'4" AR[iOR15T �/ �� //- /• ICI` II1yI III `1QQ`1 jfl(I �I1I1 �11 � ^ �ll �� � r Ian nlm rll�E�9JrJFIL •"'mJ I� � ttiJtxlrt • _ r ` r�17rEE 1^~JIa tar• -r,� • - c,•ar�rr! err a _ J• ..� - :.�� � � {,�.rlrr - srr�,.�.+-. I'i�Y1l1�� �7+7- •'� YJ �fCC Old } 1 v9m 1FHd E f -AIi mum ILI-4A -M. - L Pi � .�.i+±+�rri'4A1 °•,ti vrtw%emm rtrA- '!Y/�' R •'yi17�I �e [tf f•4 R5l19Q dJJ. l•!Rr\5+� iE71 �i+ en1111." Lr..rrJ.arlll�, L '•,, PP6AWtARai LW I-* vW.P • m •'. t ran �, aarr 1 � E E s W1r�Y7'rr�1!!1 �• � ' WOOD C111P / GRASS. SEED OR SOD PAULCH. SEE STD. 2 2eD NOTES: i_ 1131114" m y•WatR I. NOTES 1. AREAS OF NO DISTURBANCE TO BE FENCED 1. Four feet of the sidewalk width shall ©� � ' • • • I [ I I - I J I- AND EXISTING VEGETATION CTI SOIL TO T CONTRACTION JOINT be the minimum pedestrian IN SIDEWALK ONLY - PROTECTED FROM CONSTRUCTION IMPACTS accessible route (PAa; free of vertical , ► • �o •: 5' IMPORTED - - 4' IMPORTED ' and horizontal obstructions. Gratings,, \\\ ` b r •'" . TOPSOIL MIX I I- 1 TOPSOIL MIX Access Covers, Junction Boxes, I - - -1 GENERAL NOTES: 9 FULL -DEPTH EXPANSION JOINT IN BOTH ` • (COMPACTED {COMPACTED � �.7-aj�, t�spi,.tFtp Cable Vaults, Pull Boxes and Other CURB AND SIDEWALK (SEE STD PLAN 101.1) DEPTH)) DEPTH) I f 6" I - I 1, TO MEASURE SETTLED DEPTH, WATER SOIL appurtenances within the sidewalk ` 31W C CONTRACTION JOINT - I -- I - -"• ,,,.J _ - i 1 I r SUFFICIENTLY TO FULLY SATURATE WITHOUT must be flush with surface, and match -� - - I j)+ CAUSING EROSION grade of the sidewalk. JOINT AND FINISH DETAIL � , SUBSOILIS 2, COMPOST TO MEET STD. PLAN 262.50, 2. Monolithic Cement Concrete Curb and •' I1�, - 1? T Sidewalk Is not ermined In new For other referenced NOTES See • •� ' SUBSOIL ISconSCARIFIED 6" p �• R r I,- BELOW IMPORTED 3, COMPACTION OF TOPSOIL (WHERE REQUIRED necessitates Whenrepicement work STD PLAN 1D4.2. SCARIFIEDD _ ~ TOPSOIL MIX TO BE To 85% OF STANDARD PROCTOR. TRrs R14r 1 TN1C'�.� netessitatesaMOnolfthicCement BELOW IMPORTED - -�!!r�'L)CZFII'pS4,,Wi1"Ill,'FrC.:Fii Concrete Curb build per WSDOT PREMOLDE TOPSOIL MIX - ,1 �' 4. SEE CONSTRUCTION PLANS FOR SPECIFIC Standard Plan F-30.10-03. JOINT FILLER 12• / Paved SUffaCeS RIUSI comply wilfl _ :.� � � -� ,, _� � _: PROJECT REOUtREMENTS. STD PLAN 102.1 as applicable. E FULL -DEPTH 3. Concrete to be4,000 PSI. EXPANSION JOINT OPTION 5 -IMPORTED TOPSOIL UNLESS OIrHERWISE NOTED. DRAWING 15 HOT TO SCALI INTSI STDPLAN - 102 STD. PLAN -26r4.00 CEMENT COPOCRE'TE ORFWLWWJ<' Y . • PUBLIC WORKS CEMENT CONCRETE i I;I PUBLIC WORKS APPR n It 1 F1.101,11` WORKSE14i 1114CE. - TV R110 DEPARTMENT SIDEWALK r iC 1:7 7 DEPARTMENT SOIL AMENDMENT SECTIONS CAAZ 9/28/2018 r F.'R�F T14iF.M? / I ' , _ run„ woac wmniwno, ❑:, I I _ UNDERGROUND LOCATOR SERVICE CALL BEFORE YOU DIG. 811 1 REVISED PER CITY COMMENTS 2 REVISED PER CITY COMMENTS 3 REVISED PER CITY COMMENTS 4 REVISED PER CITY COMMENTS 2IM :ENVAR1[�P► MEM 7/15/21 HHH EN R SPRAGUE P.L.S. MEM 2/15/22 HHH DES mm: AS NOTED HORQONTAL ""D 1 �1�1 CITY OF MEM 4/11/22 HHH HOW HEA WIN MEM 4/28/22 HHH DRAWN: MART MOORS ONE ONE INCH DATUM CHECKED: AT FULL scuE Planning/Building/Public Works Dept. HOW HEA WIN IF NOT ONE INCH BY DATE APPR APPwAD, SCA r ACCORDINGLY HOW H• HEA WIN P•E. CIVIL ENGINEERING LANDSCAPE ARCHITECTURE PLANNING FOR P40TE S °S TO- PqM 1104.1 DESIGN SURVEYING no, i'1" i n4 .1 12100 NE 195th St, Suite 300 Bothell, Washington 98017 425.885.7877 ROVED R-417929 , P. IN COMPLIANCE WITH CITY OF RENTON STANDARDS DEVELOPMENT ENGINEERING msippo 05/10/2022 CANOPY 4196 L/NCOLNAVENE, RENTON, WA 98056 ROAD STANDARD DETAILS O Z DATE: 4128122 (� FIELDBOM, PACE: W MNC NO: C3.41 sHEEr: oF: 29 107 r� O `O FACE OF _ BARRIER SHOULDER SEE CONTRA 6 x 12 BLOCKOUT (SEE NOTES 3 & 4) BEAM GUARDRAIL TYPE 31 NOTES 1 3'- 1 1/2" 1 6'- 3" 1 6'- 3" 6'- 3" 1. Refer to Standard Plan C-1 band C-20.11 for additional details not shown on this plan. i 2. Extend shoulder pavement to provide a base for the _ extruded curb. See Contract Plans for exceptions to distances shown. iv MID SPAN J% GROUND LINE SPLICE 3. Use a single block or combination of blocks (no more than two (2) to achieve the actual 12" (in) offset. See Standard Specification, Section 9-16.3(2). Wood blocks shall be secured to the posts with anti - rotation nails. If combination blocks are used, the adjacent blocks shall be toenailed with two 16d GROUND LINE 13' - 6 1/2" galvanized nails to prevent block rotation. SLOPE BREAK 4 1/4" 1 3'- 1 1/2" 6-3' 3'- 1 1/2" 4. Wood blocks are shown. Blocks of an approved FLATTER POINT (TYP.) 1 SYMMETRICAL ! alternative material may be used. See Standard 41/4" SLOPE _ ice, (TYP) ABOUT q Specification, Section 9-16.3(2). SEE TABLE / e 5. All posts for any standard barrier run shall be of the same type: timber or steel. TYPICAL SECTION — WITHOUT CURB o 6. Attach blockouts to steel posts using bolt holes 1 1 (6'- 0" POSTS) 2" (TYP.) on approaching traffic side of post web. 7. Anti -rotation holes in steel posts are not required 3/4" (IN) x 2 1/2" (IN) J TYPICAL RAIL ELEMENT when using blocks with anti -rotation features RAIL ELEMENT 611 SLOT (TYP.) e ( g., routed blocks). 6 x 12 BLOCKOUT 1/4" (IN) OR 13/16" (IN) DIAM. HOLE (SEE NOTE 4) FOR ANTI -ROTATION 16d NAIL (TYP.) 1 1 1/8"ANTI-ROTATION (1/4" DIAM. HOLE SHOWN) NAIL 16d (TYP.) LL 6 x 8 TIMBER POST OR (SEE NOTE 7) QW6 x 8.5 OR W6 x 9 STEELr 5/8" (IN) RECESSED POST (SEE NOTES 1 & 5) _.___- W6 x 8.5 x 6' (FT) OR HEX NUT (TYP.) 3l16 W6 x 9 x 6' (FT) LONG LLo -_---- � STEEL POST 6 x 12 BLOCKOUT TYP. a (SEE NOTES 1 & 5) (TYP.) H 5/8" (IN) x 14" (IN) BUTTON HEAD BOLT N �; (SEE NOTE 3) 3/4" (IN) DIAM. HOLE _ _ _ _ _ w WITH 7/32" (IN) OVAL GRIP AND THROUGH BLOCK FOR 1 ) STEEL POST ATTACHMENT CUT WASHER o; _ RECESSED HEX NUT (TYP. (TYP,) 0 ANTI -ROTATION -=%` "° 5/8" (IN) x 14" (IN) BUTTON (SEE NOTE 6) 3/4" (IN) DIAM. HOLE THROUGH I', BLOCK FOR TIMBER POST 3/4" (IN) OR 13/16" (IN) DIAM. 518" (IN) RECESSED NAIL 16d (TYP.) HEAD BOLT WITH 7/32" (IN) PLAN VIEW ATTACHMENT HOLE FOR BUTTON HEAD HEX NUT (TYP.) OVAL GRIP AND RECESSED WOOD BLOCK BOLT (TYP.) STEEL POST HEX NUT (TYP.) (SEE NOTE 4) (SEE NOTE 3) (SEE NOTE 6) FACE OF 6 x 8 x 6' (FT) LONG W - SEE TABLE 12" ACTUAL 1 6 x 8 TIMBER POST, OR W6x8.5ORW6x9 STEEL POST (SEE NOTES 1 & 5) BARRIER SHOULDER W - SEE TABLE 6 x 12 BLOCKOUT 12' 6 x 8 TIMBER POST OR (SEE NOTE 4) ACTUAL W6 x 8.5 OR W6 x 9 STEEL T POST (SEE NOTES 1 & 5) 1O PERMISSIBLE CURB =-_--_-_-= PLACEMENT AREA (SEE NOTE 2) FACE OF CURB LIMIT _7' 1 GROUND LINE SLOPE BREAK t 10 : 1 OR FLATTER POINT SLOPE - SEE TABLE I EXTRUDED CURB TYPE 1, 2, 314, 51 N OR 6. (SEE CONTRACT FOR TYPE). FOR EXTRUDED CURB DETAILS, SEE STANDARD PLAN F-10.42 ELEVATION VIEW TYPICAL SECTION -• WITH CURB (6' - 0" LONG POSTS) 1 2 MaxiForceT'" Collapsible Bollard Standard Body, Wrench Operated, Standard Style 3 Head, EZ Base Al BI Above Grade 39 5/8" Overall Height b 7 5/8" o Below Grade D p r C Low Maintenance / Durable steel construction One year warranty / Protected by $1,000,000 in liability insurance No complex assembly required in the field Custom sizes, options, colors and finishes available upon request Finish options available (add code to the end of the model number) Powder coated (PC) Powder coated with DRYZINC primer (PCZ) Hot dip galvanized (G) Hot dip galvanized & powder coated (GPC) D Reflective tape available upon request SLOPEIEMBANKMENTTABLE FOR STD. 6' POSTS SLOPE W (FT) 2H : IVOR FLATTER 2.5' MIN. STEEPER THAN 2H:1V BUT NOT 4.0' MIN. STEEPER THAN 1H : 1V ANTI -ROTATION NAIL 16d (TYP.) ANTI -ROTATION 6 x 8 TIMBER POST OR NAIL 16d (TYP.) W6x8.5OR W6x9 STEEL POST (TYP.) (SEE NOTE 3) TIMBER POST 4 NICK (SEE NOTES 1 & 5) qV WASy �U (SEE NOTE 3)I���� / VI RAIL ELEMENT (TYP.) r; 5/8" (IN) x 1 1/4" (IN) BUTTON HEAD BOLT WITH 7/32" (IN) OVAL GRIP (TYP.) AND RECESSED HEX NUTS - EIGHT (8) REQUIRED PER SPLICE OX� / 5/8" (IN) x 22" (IN) BUTTON HEAD BOLT WITH 7/32" (IN) OVAL GRIP AND RECESSED HEX NUT (TYP.) ISOMETRIC VIEW AHJ approved in many cities / counties / campuses for use in fire lanes per International Fire Code (IFC) 503 Patented fire hydrant wrench operation works with any standard fire hydrant wrench by turning the nut 1/4 turn to unlock and lower the bollard. (1-3/8" nut standard) *Free standard hydrant wrench included with each order Patented break -away design allows instant emergency access without a key. This unit can be pushed over with the bumper of a vehicle. EZ Base may be cast in place (no tripping hazard) -or- Shallow installation depth is great for use in parking decks, over shallow utilities or rocks, in foundations or anywhere minimal ground penetration is required. SS3 Head IA IB 56lbsy... WF sibs MaxiForceTm Traffic Control Bollards Irawing Rev. Createtl 7560 Main Street D 1 11/2/2009 Sykesville, MD 21784 PROPRIETARY AND CONFIDENTIAL 410-552-9888 (phone) - 410-552-9939 (fax) www.maxiforcebollards.com - sales@maxiforcebollards.com WS DRAWING CONTAINS PROPRIETARY INFO TION OF STHIS DRAWI GOR UE EMBER TECHNOLOGIES, MOdel U.C. ANYUSE MCSW-SS3-EZ INFORMATION CONTAINED HEREIN FOR OTHER SIZe File Name MCSW-SS3-EZ FURNISHED IS FORBIDDEN. C S THAN THE PURPOSE FOR WHICH THIS DRAWING IS ale NA DO NOT SCALE DRAWING Sheet 1 Of 1 3 4 UNDERGROUND LOCATOR SERVICE CALL BEFORE YOU DIG. 811 ?4� J W �0 29023 GIs TERF� �W 2020.08.27 09:46:04-07'00' BEAM GUARDRAIL TYPE 31 STANDARD PLAN C-20.10-06 SHEET 1 OF 1 SHEET APPROVED FOR PUBLICATION Date: 2020.09.16 09:51:38-07'00' STATE DESIGN ENGINEER AIIIIIIIIII Washington State Department of Transportation V70- 1 REVISED PER CITY COMMENTS 2 REVISED PER CITY COMMENTS 3 REVISED PER CITY COMMENTS 4 REVISED PER CITY COMMENTS :ENV/[,ll[�P► TYPE 'A' 7-1/2" X 7-1/2" PRESSURE TREATED CEDAR POST 1/2" @ 45' CHAMFER ALL FDGES — (2)¢#4 HORIZ. TOP & BOTTOM & (2)#4 VERTICAL (PER SIDE) 1/4" CHAMFER CRUSHED SURFACING TYPE '8' 1" @ 45' CHAMFER ALL AROUND TOP PAINT TOP 5" WHITE ALL AROUND REFLECTIVE MARKER (TYPICAL BOTH SIDES) 1" DEEP NOTCH ALL AROUND 1 { GALVANIZED STEEL HASP FOR LOCK 2 x6" STEEL HINGE WELDED TO 9-1/4"x9-1/4" STEEL DOOR WITH 3/4" RADIUS ON 2 OPEN CORNERS 30+' ND PLATE SPACER. 1/4" GALVANIZED STEEL PLATE SPACER 1/2" DIA. x 2" ANCHOR BOLT, WELDED TO SPACER 2"x3/8" JOINT MATERIAL . _ CONGREiE SIDEWALK 1812 12" 8-1/4" NOTE: 2" MINIMUM CLEARANCE BETWEEN REBAR 8c CONCRETE SURFACE. REMOVABLE WOODEN BOLLARD GyCY a ADOPTED CITY OF RENTON + + W STANDARD PLANS N T 0 LST DATE: 04/04 �.......... nWr NIAAAf wn91 SP PAl;F• Hn71 1J/4" MIN. 0 AND 2" MAX. 0 CIRCULAR GRIP SURFACE 12- MIN. NOTE: TOP AND BOTTOM EXTENSIONS SHALL RETURN TO WALL, GUARD, OR LANDING SURFACE 4 Ho STAIR DETAIL 1-112" = V-0" SITE STAIR NTS MEM 7/15/21 HHH EN R SPRAGUE P.L.S. � AS N01- 0 MEM 2/ 15/22 HRH__ DIMMM. HOLLI HEAWIN MEM 4/11/22 HHH MEM 4/28/22 HHH Dom""` MARY MOORE ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY CHECKED: HOLLI HEA WIN BY DATE APPR WPWAI): HOLLI H. HEA WIN P.E. WRMO�NTAL- W W3/1/1991 DATUM SECTION OVER 6'--0" OVER V—O" TO 7'-9" MAX. TO 7'-9" MAX. 6'-0" MAX. 6'-0" MAX. 2"0 STD. STEEL PIPE —WELDED JQIh'TS 1-1 /2"0 STD. S EL PIPE '-6" 3 1 + f 9„ 11 C.W. 12" 8"(TYP) e + CITY OF RENTON Planning/Building/Public Works Dept. SEE DETAIL A 12" MIN CONCRETE WALK WIDTH AS SPECK COMPACTED SUBGRADE NOTES: 1, RAILING SHALL BE HOT DIP GALVANIZED AFTER FABRICATION. 2. ALL POSTS SHALL BE PLUMB AND RAILS PARALLEL TO GRADE, 2"0 EXTRA STRONG STEEL PIPE POSTS 2"0 STD. STEEL PIPE POSTS IA CONC. CL3000 L�A \_ COMPACTED SUBGRADE COLD JOINT WHEN NOT CONSTRUCTED INTEGRAL WITH CONCRETE WALK 3. PIPE MATERIAL SHALL CONFORM TO ASTM A53. 4. REINFORCING STEEL ASTM A515, GRADE 60, �4 REINFORCING U BAR AT EACH GROUT r POST —SEE DETAIL rl" B 4" DIA, 16 GA. GALV. STEEL SLEEVE TEGUL MINERALEAD OR EPDXY GROUT YR DETAIL B NOT TO SCALE STEEL PIPE HANDRAIL POP SIDEWALK ADOPTED CITY OF RENTON f � STANDARD PLANS LST DATE:04/04 r)wr- Ideeel: • wnh4 Cp PArr• 1-109A DOWNTOWN BOLLARD NOT TO SCALE CIVIL ENGINEERING LANDSCAPE ARCHITECTURE PLANNING DESIGN SURVEYING 12100 NE 195th St, Suite 300 Bothell, Washington 98017 425.885.7877 R-417930 IN COMPLIANCE WITH CITY OF RENTON STANDARDS DEVELOPMENT ENGINEERING msippo 05/10/2022 N N V PC O CANOPY 4128122 Q 4196L/NCOLNAVENE, RENTON, WA 98056 FlmBOK: PACE DRAWING NO: C3.42 ROAD STANDARD DETAILS rSHMr- ,�o OF: 107 SEE SHEET C4, 02 7 - 36LF 12" PVC \ 6" CLEANOUT PER C/TY 7 \ ® 0.1633 � OF RENTO/V S7V DTL 226, � - - - I I Q Q / �sl,� ° CB U \ \ SEE SHEET CAJ7 (TYP) -110 u Q Q - �5 110 Q d' CB UB ' : ® STA. 13t21, 1315 RT 110 STA. 13t21, 12.25 LT � o ,o _ Q ._. � TYPE 1, � • '�b � i TYPE 2-48" . - - � . ° . •' 15 1 WRIM 101.75 �� ° ` RIM 102.23 CA 1 i;H BASIN TYPE 1 0 � SEl8.4CA 12" If OUT 96.75 (SW) 12" IF IN 96.50 (SE) ..' . ' °. ; . ' ' . PER C.O.R. STD PLAN 200 00 v 12" IF IN 96.50 (NE)%CB 27 ° =. ° j :�'� • a. ° : SEE SHEET CAA (TYP) . y d. ' : - - 15' STRUCTURE SETBACK ti° x 27 .. FROM SENS17RE AREA. 18 /E OUT 96.00 (W) STA. 30t50, 6.50 RT °. t .� }F : ° . q • ^CB 7 \ TYPE 2-48", • '. ° �• a------• " SEE W£TZANO M/11GA710N PROPERTY l `� ® STA. 12t79, 12.25 RT RIM 88.61 4 WALL GRAIN I PLAN. LINE (TYP) TYPE 14 12 �/E IN 82.88 (SE) \ 32t00 i l�L` STREET LIGHT / RIM 96.39 \ 8 If IN 8321 (E) \ : '. • - -� -- - - - _ _ 33t00 -- - SEE LIGH77NG PLAN r 1 18" IF IN 91.59 (E) 12" /E OUT 82.88 (W)� 117LF 12 PVC -�- - - - (lYP) 1 1 18" IF OUT 91.59 (W) - ` �\ _ - - 000547 a - \ O •a n - TR. K , - I M Q CB 6 - \ � N V STA. 12t45,, 13.15 RT j `` o YARD ORA/N � V1 00 � /12" P /�+p " � .• , � _ CB 30 CO 3� 0 6.50 RT TYPE 2-48 , N . _ FOR ]RACY ✓ i / 6 53 � _ _ CB 29 TYPE 12t 13, 6.50 RT TYPE 1, � I , � PROPERTY Q RIM 92.45 - DRAINAGE 0�9 STA. 31t59, 6.50 RT 15 S1RUCIURE SETBACK LINE (TYP) Q QTYPE 1, RIM 97l 12" F OUT ` FROM SEAS/TT VE AREA. Q 18" /E IN 85.25 (E) `�� , P� a\ CB 2U RIM 94.75 12" -El /N 9360 (5) _ - 12" /E OUT 10000 (N) _ ° - - SEE WETLAND MIAGA77ON 12" IF IN 85.75 (N)'�� _ - 12 STA. 31t04, 6.50 RT " " �� ° � �90_ PLAN. " 12 /E OUT 93 60 (N) 18 /E OUT 85.25 (SW) 2 100 11 \ 5 TYPE 1, 12 /E lA 90.50 (S) \ SEE SHEET C4.10-C4.12 i \ ®0• �, 1 RIM 91. 68 12" /E OUT 90. 50 (N) � 3 _ 4 _ - z LINE DESIGNS SERW OF PROPOSED RW5H CB 8 \ •i �` / TR. J 12" IF IN 87.18 (5)� � � \ (TYP) � � EX GROUND - - GRADE CONTOUR CB 46 V �(OP �) 12 /E OUT 87.18 (NW) _ - 6 CONTOUR TYP (PP) STA. 72t 6 14.00 L T V STA. 12t45, 12.25 LT \ e i 90 � CB 5 � � 2; - -_ - 1 � - - I (� " �` STA. 11 t67, 11.35 RT �'B 4 \ 6 %8" CLEANOUT PER C/TY TYPE 2-48 , SOLID ROUND LID TYPE 1, \ • � ° - - RIM 91.96 \ ao ,� ° TYPE 1L, STA. 11t45,, 11.35 RT OF RENTON STD DTL 226 % RIM 90.78 " / . BRIM 81.95 " \ 8" /E IN 79. 63 (SE) 12 /E OUT 86.00 (S) j Q o " TYPE 2-48, VANED GRATE \� \ \ SEE SHEET 04.37 (TYP) 6" /E IN 8835 (E) \ 18 "lE /N 77.50 (NE) RlM 79.12 \ - 12 IF IN 78.00 (E) i 18 IF /N 72.87 (ME) - � 0 8" IF OUT 79.63 (N) N O 18" lE OUT 77.50 (SW) 8� 12" IF IN 73.37 (NW) �00 \ �x� " ° a .�• 8"/EOUT79.63(W) o - = _ v 24 /E OUT 72.37 (S) = . AUL T CCES RD / o .. i 71 UU - - - SEE OUTFALL PROFILE, o ° ? . • o w \ W o ,o ° YARD GRAIN _ - - _ _ __ SHEET C4.26 0 TRACT G h CD \ M G� FOR TRACT K - ® / o NGPA \ Q TRACTA ° 9 ® \ �� DRAINAGE "PVC ® 90 §' NETLANN8 caljr " A STORM OPEN SPACE ' - : - 69 w / ) LF2 j - CB 3B�8 IF IN 7391 (N) 0 PROPOSED \CB 4B . \ Q�G \ \: �' °) 29 STA. 71t26, 6.50 RT - - o _ - 10 UTILITY fSVT �� _ • - TYPE 1 - - °� _ .. _ .. __ (1 �) STA. 11t45, 12.25 L T - - ,�0 / CB 3 =' T RIM 82.76 ' ••� • 12" IF lA 73. 74 (W)„ _' 7 ' • � • • � 4 vj TYPE 1, _ F 0• ' �, • " STA. 70t54, 6.50 RT (ACCESS) " WALL GRAINS SHALL ' ° _ EX RIM 79.10 ��' ® . N AF 24 PVC " ; ,12 /E OUT 76. 76 (N), �__ _i . TO BE SAVED �12" IF OUT 74.10 (SE) _ 70 0 0 0.0111 24" /E 70.00 TYPE 2-48, VANED GRA1F TRACT H � , ; � �� - - - - - DAYLIGHT lN1TI TRACT G j RIM 75.82 (STORM/ OPEN SPACE) _ o , 6" /E IN 71.60 (NE) SIN/1H STORM VAULT , ; _ ,- �, _ LLJ _ - cc •: \ ; 12" lE IN 71.10 (S) SEE PLAN & D1ZS SHEETS \ = \ " " - - ' CB 45 r ROCK LINED DUTY -ALL PAD ' 18 P ti \ 24 IF /N 70.10 (N) �' C4.33-C4.34 STA. 72t35, 34.00 RT � V. : _ - � 0.0696 �,-� f 1 THICK x 7 WIDE x 8 LONG o \ 24 /E OUT 70.10 (SW) c „ TYPE 1, SO/D LOCKING LID .. WALL DRAINS SHALL o �RIM 81.35 DAYVGHT INTO TRACT G ROCK LINING SHALL MEET THE NORTH STORM VAULT \ ° �. \ , ;;,18" IF 64.00 8" IF IN 77.66 (E) / SPECIRCATTOIUS OF THE 2017 _ - - " ' o ss - RSWDM SECT70A 4.2.2 AND S = SEE VAULT PLAN & DTLS, ___-___18" IF 56.00___ � \ � � - � 8 /E OUT 77.66 (5) � s CB 43B \ - - , \ ss TABLE 4.22A. --�- SHEETS C4.31-C4.32 �-----�--- � .• -' f i _ -• SSE SO-1 PROFLE, STA. 10t69, 12.25 RT i � � � . � . - - � \ � Q 97 0 _ I o .�/EET 04.24 TYPE 1, - 24LF 12" D/ ° \ 0 _ °/ p o ,, RIM 69.37 .� . ° 18' IF 58.50 Z� . \ 1 �o B 12" IF OUT 65.99 (W) j . ° �. � � � 00 � � �s ®0. 0063 � z / /\\ \ a -- -------------- o \ 15" SLEEVE z - - ---- - - - 1 5OLF 12" CPEP - - - - THRU WALL \� I STA. 11t74, 149.83 LT N TYPE I, I \ � '�,; .� • i , \ � INLET, F Cp 22LF 12 PEP o •: .' • RIM 60.11 12"IF OUT 57.10 (NW) � � / I - - - � CB 47 \ 12 IF 56.00 -P \ - - - _ -o" • � t, �, �� � STA. 96t40, 15.25 L T e ° ° •.a - - �. . °*' oyiftii.�: ;:t.:t•. - - /lo CONSTRUCTION 1 TYPE 1, ° :.k �, M1:.: , U 41LF 18" DI Q�:. ° • a a .•'. :'.� >::,...;..,�. s95 L j -_ PROPERTY • ... a . °• i \ T CENTERLINE I RIM 76. 00 12 /E OUT 73.89 (E) 00.0605 .. v ° . / °.' : ° k7a .. SS / - P �/ - LINE (TYP) � R a -� --- \ -s�_ss � ss _ ss- T- \ i 16LF 12" DI �� \ STANDARD NOTES ono _j � \LLJ m w o LINCOLNA VENE, o m Lj w � Of o N88'14'06'W ,Zn CB 44 � 1. ALL STORM FRAMES SHALL BE VANED cRA IFS PER C. D. R � � � z > > \ � , o o Q o STD DR 204.2 UNLESS OTHERWISE NOTED. SEE DETAIL a w = \ r w - �- - - - - - - STA. 100t52, 11. 57 L T Q °' R V�0 9 f00 0 94+0 oH•e- TYPE 1, SHEET CAJ7. J Z _ � / - ,_ - RIM 69.42 / / 2. STORM FRAMES WITHIN SAG CURVES AT LOW POINTS SHALL w o \ N N �'I G'B 2 IN a CB 43 cn 12 IF OUT 65.50 (NE) i / BE B/-DIRECAONAL VANED GRATES PER C.O.R. STD OTL � m �V - - - - - STA. 98t07, 7.17 L T ° STA. 10*45.12, 6.25 RT 204.3 SEE DETAIL 1EET C4.37. B - _ " C 42 TYPE 1, 3 PIPE MA1FR/AL SHALL CONFORM TO THE 2017 RSWDM pK INS r - - - - TYPE 2-48, VANED GRA1F \ LOCA TF A T 3/4 d , 30. 75 RAD RlM 67. 61 CHAPTER 4, SECAON 4.2 t AND TABLE 4.1.1. A2. �, .... , y -0- - - _ H RIM 59.95 - - - ° " / • o i�o,ry•• CIVIL ENGINEERING 18" lE IN 56.02 (SE) �H0 \ �H° ��"o �HO� \ � � RIM 71461, 12 /E /N 6322 (E) LANDSCAPE ARCHITECTURE " 12 /E IN 63.22 (SW) _�~ =z PLANNING 12 "lE IN 56.52 (SE) � � 12 IF IN 61.00 (S) 12" IF OUT 6322 N N - - co 24 IF OUT 56. 02 (N) �0 12" /E OUT 61. 00 (A) O , � 99 DESIGN SURVEYING \ \ \ \ \' AIiE NE _ ____ _ - LEGEND lsTE�.• s do ss sass - -" - - - � � 12100 NE 195th St, Suite 300 Bothell, Washington 98017 425.885.7877 - - s - V 100 PROPERTY LINE - - - s ° EX. STORM MAIN - - - L PROPOSED CONTOUR STORM MAIN SCALE: 1 = 20 4/28/22 R-41 7931 o EX/S11NG CONTOUR STORM CB TYPE / o ,0 20 40 I e Q CONCRETFDRIVEWAY IN COMPLIANCE WITH CITY OF RENTON STANDARDS 96t 243LF 24" D/ O 4" CONCRETE SIDEWALK STORM CB TYPE // q - ® 0 �74 g CURB & GUTTER CB / _ 7t00 p m EX )BEES TO BE SAVFD SURFACE WATER UTILITY �,� .+ STA. 95t64, 7.17 LT \ 91t00 TYPE 2-48, SOLID ROUND LID \ a ROOKERY RETAINING WALL RIM 58 2 dti \ s W o 0 ° - RED/ -ROCK RETAINING WALL r 24" IF /N 54.23 (5) - - -24" IF IN 54.23 (SE) J% �� 24" IF OUT 54.23 (NW) JFarah 05/09/2022 ' msippo 05/10/2022 1 REVISED PER CITY COMMENTS MEM 7/15/21 HHH Q 2 REVISED PER CITY COMMENTS MEM 2/,5/22 HHH ENN RR SPRAGUE P.L.S. sc�E HORIZONTAL wu IW3/101 CITY 0 F CANOPY �� 4128122 (� i 3 REVISED PER CITY COMMENTS MEM 4/„/22 HHH oE�ar HOLLI HEAVRIN 4196L/NCOLNAVENE, RENTON, WA 98056 FIELDBOOK, PAM 4 REVISED PER CITY COMMENTS MEM 4/28/22 HHH RENTON DRM MAR MOORS ONE INCH DATUM owwnNc Na CHECKM. AT FULL SME Planning/Building/Public Works Dept. HOLLI HEA VRIN IF NOT ONE INCH " NO. REVISION BY DATE APPR HO Ll H HEAVRIN P.E. SME MILY ROAD & STORM DRA INA GE PLAN ` 31 OF. 107 X 0 WETLAND "D" - / l ✓ \ \ \ W \ \ \ _ I EX GROUND \ /` i 15' STRUCTURE SETBACK � FROM SENSI CONTOUR (TYP) AVE AREA. SEE / N \ / 4 " WALL \ _ _ WETLAND M/AGA A0N PLAN. DRAIN (TYP) PROPOSED FINISH \ I GRADE CONTOUR - - - \ C"� \ - J (TYP)---------180- �- 160- - - -' __--- 170 43 IN V (OPEN SPACE) . _ \ 0 32B STA. 50*46, 0.49 RT �10LF 12 D/ - - - - - - o WETLAND "C" _ - _ 45 - TYPE RIM 1 , SOLID LOCKING LID 1 � 1 80 5Z LL.VE UNDER q \ - CB 34 - _ CB 33 12 /E OUT 149.21 (W) CB / 6B - STA. 40*57, 8. 50 L T 15o STA. 43*55,, 8. 50 L T � STA. 42f86, 8. 34 LT " � cn - _ TYPE 2-48" TYPE 2-48 , TYPE 2-48; RIM 144.62 - ' a RIM 145.35 _ RIM 147.04 N � 6" IE /N 140.20 NE 12" IE IN 138.39 (N) -•. 1 12� lE /N 137.95 (N) %� - - _• 1 " O zS \ 6 /E /N 140.38 (E) , � � / 12 if OUT 139.70 (SW). V � �'//�� L 1 • .• I• .. 6 /E/N138.89(NE) ::�.° " --- V -;•�•-•a --- \" ° '• - 12 lE OUT 138.39 S O 13 12 /E OUT 7.95 (S) o i IOLF 12 D/ :- I -. 1so- SLEEVE UNDER V I '� . :. y I Is i •- _ --_ ROCKERY. J - '� - _ _ 0 :Q 41 t p0 - FA _ � LLE_Y 2 0 je . 7✓ r✓L/ o 116LF 1. PVC ® 00056 '�� 42400 h �\ 59LF 12" PVC ° a a 4 / ® 0 0273 CATCH BASIN TYPE 2 SD-2 PR0F7LE, I CB 32 TRACT B SHEET C4.26 I OPEN SPACE a •' = o PER C.O.R. STD PLAN 201.00 I < ) 0 i \ ` _ 1 e - - , I I STA. 41*71, 8.50 LT ,/ _ ::� = .`.• I \ o, / / CB 35 SEE SHEET C4.37 (TYP) 140 __ _ I. _ TYPE 14*13,, 8.50 LT � I , _ PROPOSED 15 STORM � - TYPE 2 48 , RIM 14642 t:.§.�..,•.....r...>,:..... . �;; RIM 14J 92 'I 6" S70RM SERHCE LINE, DRAINAGE ESMT TYP 12 if IN 137.30 (N) r , - :. :. <;.' •' ;; : ,;" : N / \ 12 /E OUT 139. 00 S Ix SLOPE MIN. TYP " O / O ( ) 12 /E /N 137.30E:. Y4•x' / I / SEE SHEET C4.10-C4.12 /- 51 53 I 12" IE OUT 137. 30 (W) l FOR STORM SERVICE O 130 - I / ,►',-;L LINE DESIGNS (TYP) `:.:•.. : • - - _ 13 CB 10 CB 12B I . '..'' T• s' ° \ - _ 6" CLEANOUT PER CITY STA. 15411, 12.25 L T STA. 16t31, 12.25 L T OF RENTON STD DTL 226, / TYPE 1, TYPE 1,- / SEE SHEET C4.37 (TYP) CATCH BASIN TYPE 1 RIM 120.09 RIM 126.31 - PROPOSED 10 PER C.O.R. STD PLAN 200.00 6" /E IN 117.50 (E) 6" IE IN 121.90 (E) UAL/TY ESMT (TYP)- �' " I CB 106 - SEE SHEET 04.36 (TYP) j12" IE OUT 115.09 W �� - - 12" /E OUT 121.40 W STA. 14*44 12.25LT - - O O _ _ � � • I i . • � 1 � I.<� 1 � 'I I- ._ _ o RIM 116.06 � , 140 � 6 /E IN 111.97 (E) , - YARD DRAM o j 12" /E OUT 111.47 (W) FOR TRACT o � h STREET LIGHT . . � ? DRAINAGE _ OD 6�F �2 �, TRACT F �w - o z SEE LIGHANG PLAN 120 / /11 16 q \ (OPEN SPACE)/ _ PROPERTY (m°) - - �� ti ROAD I ° z � \ ) -- _ /0LINE (TYP 15+00 __ -P iE3 STA. 0463, 12.25 RT `V ;� TYPE 1, / ° . N 118LF 12" P 000105 N 42LF 12" PVC ®- RIM 107.18 � � / , . / o N � - - � - - � 2081F 12" DI - - - - 12" IE /N 102.38 (S) - j � � � ''� w� � � � � � � 000050 - 12" IE OUT 102.38 (NW) i , o �10 1 _ - t 15' STORM DRAINAGE - i 14 ® 1106 CB 10 r . CB 11 - CB 12 ---CB 13 - �CB 14 EASEMENr - STA. 14*44, 11.35 RT 1 STA. 16f31, 11.35 RT STA. 16*71, 11.35 RT _ STA. 16+90, 11.35 RT L i 11.35 RT STA. 15+11, _ , � _ �120- ' 1 p TYPE 2-48", TYPE 2-48'; P TYPE 2-48", TYPE 2-48; SOLID LOCKING L/D _ r TYPE 2-46 RIM 126.12 RIM 128.44 I' RIM 129.74 �- � / / '� • • � � 11 RIM 116.07 = -' - °° RIM 120.11 ' • °I - / 12"/EIN 110.90 S � 12"/ElN 114.00 (S)I I I " - ° O 12 /E /N 115.24 (S) 112 /E IN 115.45 (S) 12 /E /N 115.56 (SE) Y / 12 IE IN 110.90E \ 12 IE IN 114.00 (E) � 12" /E IN 115.24E 12 IE IN 115. 45 E , 12- IF IN 115.56 S _ O, I O O �I O - m / / / :. X e v - • 12" /E OUT 110.90 (N) 12� T 114.00 (N)- 12" IE OUT 115.24 (N)_ 12" IE OUT 115.45 (N) - -12" IE OUT 115.56 (N) � l STANDARD NOTES 1. ALL STORM FRAMES SHALL BE VANED GRATES PER C.O.R STD DTL 204.2 UNLESS OTHERNSE NOTED. SEE DETAIL SHEET C4.37. 2. STORM FRAMES IWTHIN SAG CURVES AT L 0 W POINTS SHALL BE B/-DIRECAONAL VANED GRA TES PER C. O.R. STD DTL 204.3. SEE DETAIL SHEET C4.37. 3. PIPE MATERIAL SHALL CONFORM TO THE 2017 RSNOM CHAPTER 4, SECAON 4.2 4 AND TABLE 4.1.1.A2. PIPE MA TER/AL ALL PIPES EXCEPT THOSE SPECIFIED AS DI ,PALL BE POL YPROPYLENE S70RM ,EWER PIPE PER WSDOT SECAON 9-05.24 LEGEND 100 PROPERTY LINE PROPOSED CONTOUR EXISANG CONTOUR CONCRETE DRIVEWAY 4" CONCRETE SIDEWALK CURB & GUTTER 1 REVISED PER CITY COMMENTS 2 REVISED PER CITY COMMENTS 3 REVISED PER CITY COMMENTS 4 REVISED PER CITY COMMENTS "m REVISION SEE SHEET C4.01 SD EX. STORM MAIN STORM MAIN STORM CB TYPE l STORM CB TYPE # ROCKERY RETAINING WALL REDI-ROCK RETAINING WALL MEM 7/15/21 HHH sumEym- ENN R. SPRAGUE P.L. MEM 2/15/22 H H H oEs�N HOLLI HEAVRIN MEM 4/11 /22 H H H MEM 4/28/22 HHH DRW N; MARY MOORE CHECKED: HOLLI HEAVRIN BY DATE APPR HO LI H HEAVRIN P.E. EX TREES TO BE SAVED 0 0 ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY SCALE: 1" = 20' 0 10 20 40 UNDERGROUND LOCATOR SERVICE CALL BEFORE YOU DIG! 811 WRRO�NIAL: MAD IW M/101 DATU M CITY OF RENTON Planning/Building/Public Works Dept. pK INS ,.�'°•MAI CIVIL ENGINEERING LANDSCAPE ARCHITECTURE =.z PLANNING 99 DESIGN SURVEYING lSTE�. ' 12100 NE 195th St, Suite 300 Bothell, Washington 98017 425.885.7877 4/28/22 R-41 7932 IN COMPLIANCE WITH CITY OF RENTON STANDARDS SURFACE WATER UTILITY ' DEVELOPMENT ENGINEERING JFarah 05/09/2022 msippo 05/10/2022 CANOPY 4128122 Q 4196L/NCOLNAVENE, RENTON, WA 98056 FlmBOOK: ROAD & STORM DRA/NAGE PLAN DRAWING NO: C4" 02 SHEET: OF: 32 107 O O 0 Z Q 0 v I N O v W W< TRACT C (OPEN SPACE) STANDARD NOTES 1. ALL STORM FRAMES SHALL BE VANED GRATES PER C.O.R STD DTL 204.2 UNLESS OTHERNSE NOTED. SEE DETAIL SHEET C4. J7. 2. STORM FRAMES (WHIN SAG CURVES AT LOW POINTS SHALL BE 8/—DIREC110NAL VANED GRATES PER C.O.R. STD DTL 204. J SEE DETAIL SHEET C4. J7. 3. PIPE MATERIAL SHALL CONFORM TO THE 2017 RSNOM CHAPTER 4, SECAON 4.2 4 AND TABLE 4.1.1.A2. PIPE MA TER/AL ALL PIPES EXCEPT THOSE SPECIFIED AS DI ,PALL BE POL YPROPYLENE STORM ,EWER PIPE PER WSDOT SE070N 9-05.24 LEGEND 100 PROPERTY LINE PROPOSED CONTOUR EXISTING CO/VTOVR CONCRETE DRIVEWAY 4" CONCRETE SIDEWALK m -1 1 REVISED PER CITY COMMENTS 2 REVISED PER CITY COMMENTS 3 REVISED PER CITY COMMENTS 4 REVISED PER CITY COMMENTS Im REVISION SEESHEET C4.04 S EX. STORM MAIN STORM MAIN STORM CB TYPE I STORM CB TYPE II ROCKERY RETAINING WALL REDI—ROCK RETAINING WALL EX TREES TO BE SAVED 0 0 MEM 7/15/21 HHH EN R SPRAGUE P.L.S. � MEM 2/15/22 H H H DMIGNM. HOLLI HEAVRIN MEM 4/11 /22 H H H MEM 4/28/22 H H H DwN' MAR MOORS ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE A`CORD1NGLf CHECKED. HOLLI HEA VRIN BY DATE APPR wmwv : HOLLI H. HEAVRIN P.E. SCALE: 1" = 20' 0 10 20 40 UNDERGROUND LOCATOR SERVICE CALL BEFORE YOU DIG! 811 WRRO�NIAL• MAD IW �/1991 DATUM CITY OF RENTON Planning/Building/Public Works Dept. TYPE 2-46 ; R/M 151.04 6" /E IN 145 JO (E) 12" IF OUT 144.80 (W) d CATCH BASW TYPE 2 PER C. O.R. STD PLAN 201.00 SEE SHEET C4.,35 (TYP) TYPE 1, RIM 145.56 12 IF IN 14t X (E) 12 IF OUT 14t X (W) pK INS MAI;ry'y CIVIL ENGINEERING z LANDSCAPE ARCHITECTURE PLANNING 99 DESIGN SURVEYING lSTE�. ' 12100 NE 195th St, Suite 300 Bothell, Washington 98017 425.885.7877 R 4/28/22 7��7�7 IN COMPLIANCE WITH CITY OF RENTON STANDARDS SURFACE WATER UTILITY ' DEVELOPMENT ENGINEERING JFarah 05/09/2022 1 L msippo 05/10/2022 CANOPY 4128122 4196L/NCOLNAVENE, RENTON, WA 98056 FlmBOOK: PAGE C4" 03 ROAD & STORM DRA INA GE PLAN SHEET' jj OF. 107 PC 1 O Q SEESHEET C4.03 O - 144LF 12" Pyc ® 0.0472 TRACTG - - - 12" PVC ®0.0248 • / ----- _ - - -- (NGPA) - L - � CB 20 CB 21 CB 22 /+ z -- �-- . STA. 61f67, 6.35 RT \ �� \ \ STA. 63t07, 7.25 RT � STA. 64*50, 7.25 RT "of 2✓ ,. / TYPE 2 46 ,' �� \ \ PROPERTY rn'E 1, TYPE 1, STA. 65*88, 7.22 RT � W /-------- RIM125.41 \ \ \ RIM131.41 \ \\ � J� RIM138.22 lYPE1, 12 /E IN 116.60 (S) \ \ \ \ \ UNE (TYP) \ 12" /E IN 127.30 (S)� \ � \ \ \ \ � � 12" lE /N 134.10 (S) � RIM 141.60 •.; / - - - -110- • 6" lE /N 117.10 (NE) \ \ \ 6" /E IN 127.80 E , \ \ \ \ z " / 12" /E IN 137.50 (E) ti c, O , \ \ \ 6 /E /N 134.60 (E) " / 12"/EOUT 116.60(N) \ r� I 12"/EOUT 127JO(N).\ \\ \\ \\ \\ oCD \ 12"IEOUT134.10(N) � 12 /EOUT137.50(N) v � � z v vv o \ \ \ \ X v z� z - � v v v v v v <v / ��, v v o� � �- v� v v vv v v �v v / 0 \ \ \ \ \ �c3 \ \ \ \\ \\ \ o Q. \ \ o�V A AV A \ \ \\ \\ �\ ' ° Q 15' SMRU07URE SETBACK CB 41 - - - � \ \ \ \ \ \ � � \ \ \ \ \ \ \ \ \ \ \ V FROM SENSI NVE AREA. \ \ \ \ \ - ' \ � \ \ \ \ \ \ \ \ \ STA. 1f00, 12.25 LT - SEE WETLAND M/AGAAO/V TYPE 1, PLAN. \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ RIM 131.09 V \ , ` \ \ \ \ \ \ \ \ \ \ \ \ \ \ 12 /E OUT 126.56 (W) 34LF12"PVC 00.1635 rr�j N Lil F..,. O PROPERTY \ \ \ ` _ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ = w U e C. LINE(TYP) \ \ \\ \ Z o \ \ \\ \ \ \ \ \ \ cn1�� • \ PROPOSED FINISH a \ \ \ \ �yo 7 -a \ \ \ \ \ 2 \ \ \ O �` \ o \ \ o o W o \ \ o \ \ GRADE CONTOUR v\ \ \ Q t\ �NZ y�J J \\ \ \ \ o \ \ \\ - \ �` �2\ \ ����0�� A \ \ �0 jA V A \ \ \ O \ \ O �i `� \ \ V v \ \ \ \ EX GROUND CB 46 ,\ \\ \\ CONTOUR(TrP) STA. 72f42, 14.00 LT TYPE 2-46 , SOLID ROUND LID \ \ \ \ RIM 90.78 \\\ \\ \\ \\ �\\ \\\ m \\ \ \\ \\ \ \\ \\ STREETLIGHT 0 :d� N 8 /E IN 79.63 (SE) 00 \ \ \ \ \ \ I \ \ \ \ \ \ SEE LlGH11NG PLAN i L4 6"IF/N88.35(E) ")�� v v \ v v v � v v v \ V A (m') 8"IEOUT79.63(N) �\ \ \ \ \ \ \ \ \ \ \ \\ 0 0 �cd "w \ \ \ \ \\ \\ 8"/EOUT 79.63(W) � u v vv vv v vv v c v v v v V v A _ c) c> c) \ \ \ \ \ \ \ ? -co oo� \ o o w \ \ \ \ \ \ V A \ \ \ \ V A \ \ \ \ \ V i / • \ \ \ -1- TYPE 1, RIM 125.63 12" /E IN 121.00 (E) 12" lE OUT 121.00 (W) SIC zS ZW- = m %-) J w f°? r7 0 0 I � ~ � w w irS oo J w w = w W d U U � 0 � oK p /ore N1 NA LLJ \ \ \ \ \ \ \ \ \ \ \ 46LF 12" PVC 00.1102,, \ �\ \\ \\ \\ \\ IN, ° LOCATE AT412 � u vv v, vvv vv vv vvv vv iye � �,/� 22.75'RAD 1 i TYPE 1, / v v v v v v v v v v ° RIM IIJ 56 CB 36 12"/E1N109.23(E) \ \ \ \ \ \ \ 12 /E OUT 109.23 NW -�S \ „ \ \ \ \ \ STA. 107*84, 7.16 LT ) vv TYPE1, RIM 100.48 � 12" /E IN 97.04 (S) 12 /EOUT 97.04(N) ROCK LINED OUTFALL PAD cc /� Q ROCK LINING SHALL MEET THE I ®�• %� / I CB �U / ass \ \ - 12 STA. 0*06, 62. 54 LT SPEC/FICA AONS OF THE 2017 f TYPE 1, ass \ - _ RSWDM . C110N 4.2.2 AND RIM 108.52 \ / �s _ �- \ TABLE 4.2.2A. \ ss \ 0.0051 �' 12" IF /N 104.16 (SE) - _ \ 47LF 12" Dl ® / / CB 37 12" IF OUT 104.16 (NW) 10� pp , STA. 108*46, 0.03 RT 41LF 12" PVC 00.0893 TYPE 1, 105 12" /E 96.80 / 2/M IF IN0100.50 (SE) 12 IF OUT 100.50 (N) o / pp I - uA 1100011111111 CD 0 / 1070 le, CIVIL CIVIL ENGINEERING o 0� N88106V 12.76 C STANDARD NOTES LEGEND 00 / 1. ALL STORM FRAMES SHALL BE VANED GRATES PROPERTY LINE PER C.O.R STD D7L 204.2 UNLESS OTHERNSE NOTED. SEE DETAIL SHEET C4.37. 100 PROPOSED CONTOUR 2. STORM FRAMES (WHIN SAG CURVES AT LOW POINTS SHALL BE 8/-DIREC776NAL VANED - - EXISANG CONTOUR GRATES PER C.O.R. STD D7Z 204.3. SEE DETAIL SHEET C4.37. CONCRETE DRIVEWAY 3. PIPE MATERIAL SHALL CONFORM TO THE 2017 RSWM CHAPTER 4, SEC77ON 4.2.1. AND TABLE 4" CONCRETE SIDEWALK 4.1.1.A2. CURB & GU7TER 1 REVISED PER CITY COMMENTS PIPE MA TER/AL 2 REVISED PER CITY COMMENTS 3 REVISED PER CITY COMMENTS ALL PIPES EXCEPT THOSE SPECIFIED AS DI 4 REVISED PER CITY COMMENTS ,PALL BE POL YPROPYLENE STORM ,EWER PIPE PER WSDOT SEC770N 9-05.24 NO. REVISION SDEX. STORM MAIN EX TREES TO BE SAVED 0 10 20 40 STORM MAIN 0 0 STORM CB TYPE / STORM CB TYPE # ROCKERY RETAINING WALL REDI-ROCK RETAINING WALL UNDERGROUND LOCATOR SERVICE CALL BEFORE YOU DIG. 811 MEM 7/15/21 HHH EN R SPRAGUE P.L.S. MEM 2/15/22 HHH HAS WD'M/'0' CITY OF MEM 4/11/22 HHH oE�ar HOLLI HEAVRIN MEM 4/28/22 HHH °"° MARY MOORE RENTON ONE INCH DATUM CHECKED AT FULL scuE Planning/Building/Public Works Dept. HOLLI HEA VRIN IF NOT ONE INCH BY DATE APPR APRDfin: sry r A` IMMMILf HOLLI H. HEAVRIN P.E. LANDSCAPE ARCHITECTURE PLANNING DESIGN SURVEYING 12100 NE 195th St, Suite 300 Bothell, Washington 98017 425.885.7877 R 4/28/22 7��7� IN COMPLIANCE WITH CITY OF RENTON STANDARDS SURFACE WATER UTILITY AOROA. DEVELOPMENT ENGINEERING JFarah 05/09/2022 msippo 05/10/2022 DAM CANOPY 4128122 Q 4196L/NCOLNAVENE, RENTON, WA 98056 FIEU)BO : PACE: DRAWING NO: C4" 04 ROAD & STORM DRAINAGE PLAN SHIM. 34 OF: 107 SEE SHEET C4.11 • Q 15 0 _ 7 110 ,. 12 13LF 8" 8" SOLO ROOF/FTG. DRAIN \ .9 R% �5.16 8•' SOLO 8" SOCO 8" SOCO ®0. 4569 RIM 107.36 SOCO -�qC ! 1 W ' ` -6 SOLO RIM 98.54 • RlM 102.53 8 SOCD - _8 /E 10353 R_%V 1 77.63 � K � V SYSTEM TRIBUTARY TO a 6 IF 91.54 a RIM 100.51 8" IF 94.35 a / O STORMWA 1FR VAULT 6" /E 91.54 RIM 96.541 8 ° /E 94. 70 8" lE 94.53 a R/M 105. 91 8 /E 103. 53 8 /E 103.93 - - ,�oo O CB 8 6 /E 92.68 - I I 8 /E 94.35 8 IF 97.59 15' STRUCTURE SETBACK X - (TYP) ° a \ • ° ' I_J 8" lE 94.53 A a a T I `-'° I FROM SENSITIVE AREA. 8 IF 97.59 ° I ° - SOCO 6" SOCD a L� :' iLF 8 i ° - SEE WETLAND MIAGAAON PROPERTY I / l - '� - ' - - RlM 91. 94 RIM 9J 72 - " 1 - - ,; •.' 4"WALL DRAIN I PLAN. LINE (TYP) �� I _ _ 6" IF 88.34 6N IF 90.12, . ®0 p 0 32+00 ® V. vv52 0 000051 8" SOCO • ° 7LF 8" 000114 (�) 6" IF 88.34 6 /E 90.12 _ -- - - 33+00 0.0546 RIM 105.23_ - ®0.5000------- /6" CLEANOUT PER C/TY ` ALL .►'�. 8 IF 94.09 • / OF RENA5W STD DTL 226, .••• ',. s 8 IF 94.09 / I I SEE SHEET 04. 37 (TYP) o ffi 9 / - � WETLAND RECHARGE R005IFTG. SYSTEM. 8" IF 94. 09 37LF 8" TR. %( ® - i DRAIN SYSTEM SERVICING LOTS 3-6 & 11-16. L+ J 0 0.0051 N (op Sp.) \ pa •. - \ CB 30 6 CB 31 , 3+ _ 5 N I \ CB 6 0 0810 CB 29 3 4 I PROPERTY Q ® ( - 8" SOLO 15' STRUCTURE SETBACK LINE (TYP) O / ' 2 8" SOLO RIM IOJ 72 FROM SENSITIVE AREA. CB 28 RIM 85.23 " a SEE WETLAND M111GA AON 8 /E 0 90 -6" SOCO o \ \ - _ RIM 76.89 \ 8'p IF 80.15 8" IF 090 ° , �90- PLAN. \ RIM 89.54 6" /E 75.30 8 /E 80.15 �\ 6" IF 8J 73 s \ a 8" SOCO 32LF 8" CONNECT WALL PROPOSED RNI.W - \ I \ CB 6B \ v8" lE 83.56 \ 6" /E 75.30 IOLF 8a RIM 88.80 0 0.1759 ORA/N TO - - - GRADE CONTOUR \ Q \ ° / 90 ` j (P. p \ \ \` 6 /E 75.30 - 0 0.0050 8" lE 79.97 \ V / \ ° \ \ 21LF 6" 0 0.1762 _ 35LF 8" 8" IF 79.97 / I CLEANOUT (TYP) \ _ J / " 8 SDCO - 8 S900 EX GROUND X \ / \ �' ' �. • ' \ \ CB 27 29LF 6 0 0.0414 RIU 8J87 ®0.0051 � RIM 89.03 ( ) \ _ / • : ° \/ \ .. .. 8" IF 80.20 a � 8" IF 88.27 f CONTOUR TYP \ \ SOCO 6 SOCO - 6 STUB a 8" /E 87.68 \ \ R/M 77.61 ` - RIM 79.03 - - � � CB 5 6" IF 75.52 �o � 6"IF 76.50 ®0.5367 s• VA 90 S RD ° \ \ O CB 4 OU 22LF 6 •/ �� �� - - - - - - �� 000051 / O ° .� \••\••\•• \ \ O \ \ . • 01� / / � _ _ - - - - __ 08 46 TRACT G \ ° NGPA •'\ \ M TRACTA \ ° •` 9 \ • �, � �\ °. • � �� � ,, CB 3B 90� �• < ) a a \ `� •♦ 1 \ Q (STORM/OPEN SPACE) ,. • WETLAND B • \ I \ EEE PROFILE, Q WALL DRAINS SHALL PROPOSED \ \ �° = SSMEET C4.26 DISCHARGE TO ROCK PAD \ 10' UALITY E-WT- ()) \ J'\- I (ACCESS) ,, ;_'' /• \ ;1 EX TREE / \ \ a • •� •. ° \ CB 3 \ TRACT H„ TO BE SAI/FD I (STORM/OPEN SPACE) / -------------- i ell 0947 \ L 97f0 / ° \ kz 70 CB 438 ' 0 / �• CB42 0843 5+00 . -°., e ° .. ° •' i \ SS �� / I j = - , - - I \ PROPERTY \ • CB 2B Ss S \ \moo LINE (TYP) ss L/NCOLNAVENE �- 1 98f0 v / -1 4�12--00 - - - _ 99 � 0 100+00� CB 2 93+00 0 94+00, AIiE NE 1�- - - -/ - �o \-- pKINS - - - - - / �60_ - v�,.o••syti CIVIL ENGINEERING LANDSCAPE ARCHITECTURE PLANNING \ 99 DESIGN SURVEYING lSTE., 12100 NE 195th St, Suite 300 Bothell, Washington 98017 425.885.781-7 LEGEND NOTE SCALE: 1 " = 2 0' 4/28/22 R-417935 PROPERTY LINE ALL CLEANOUTS LOCATED WITHIN A DR/SABLE 100PROPOSED CONTOUR SURFACE SHALL BE REQUIRED TO HAVE TRAFFIC I �0 20 IN COMPLIANCE WITH CITY OF RENTON STANDARDS EXISTING CONTOUR BEARING LIDS. STORM MAIN SURFACE WATER UTILITY � DEVELOPMENT ENGINEERING STORM SERVICE S D EXISTING STORM MAIN ® STORM CB TYPE I ® STORM CB TYPE 11 JFarah 05/09/2022 msippo 05/10/2022 1 REVISED PER CITY COMMENTS MEM 7/15/211 HHH Q 2 REVISED PER CITY COMMENTS MEM 2/15/22 HHH ENN R SPRAGUE P.L.S. sc HORao�Nr'AL:'wu ;�/,0, CANOPY 4128122 (� PIPE MA TER/AL 3 REVISED PER CITY COMMENTS MEM 4/1 1/22 HHH DmmHOLLI HEAVRIN I T I O I 4196L/NCOLNAVENE, RENTON, WA 98056 FlmBOM, ALL PIPES EXCEPT THOSE SPECIRED AS DI SHALL 4 REVISED PER CITY COMMENTS MEM 4/28/22 HHH RENTON P"�` MARY MOORS oNE INCH DATUM owwnNc Na BE POLYPROPKSAE STORM SEWER PIPE PER MOT CHECKED SECTION 9-05.24 ROLL/ HEAVR/N IFNO ON Planning/Building/Public Works Dept. C4.10 N0. REVISION BY DATE APPR HO L/ H HEAVRIN P.E. Y STORM DRA INA GE SER VICE PLA N 35 ' 107 LLJ EX GROUND CONTOUR (TYP) PROPOSED FINISH - \ — GRADE CONTOUR 160— \ J I (rn') \ I \ Q - TRACT C V \ (OPEN SPACE) N _ 158 AF 6" ° --_ 000114 R/M 14' 6" SDCO 6" /E 1, R/M 144.59 . 6 IF I. 6 IF 140.56 I n ° / U /4+ 028LF 6" _ \ , 000568 0835 o, 6 6" SDCO 6 i RIM 119.67 6 —130 — -- JOLF6" 6"1E117.18_— 6" SOLO ® 0IJ93 — — • \ >o _ RIM 117.72 \ — //• 6" IF 113.00 �6" IF 11300 i I LEGEND PROPERTY LINE 100 PROPOSED CONTOUR EXISLING CONTOUR STORM MAIN STORM SERVICE S EXISLING STORM MAIN ® STORM CB TYPE / ® STORM CB TYPE # PIPE MA TER/AL ALL PIPES EXCEPT THOSE SPEC/RED AS D/ SHALL BE POL YPROPYLENE STORM SEWER PIPE PER WSDOT SECLION 9-05.24 NOTE ALL CLEANOUTS LOCATED WITHIN A DRIVABLE SURFACE SHALL BE REOUIRED TO HAVE 1RAFFlC BEARING LIDS. 1 REVISED PER CITY COMMENTS 2 REVISED PER CITY COMMENTS 3 REVISED PER CITY COMMENTS 4 REVISED PER CITY COMMENTS Im REVISION 4" PERF PVC WALL DRAIN (TfP) SEESHEET C4,10 MEM 7/15/21 HHH EN R SPRAGUE P.L.S. � MEM 2/15/22 HHH DESIGNED. HOLLI HEAVRIN MEM 4/11 /22 H H H MEM 4/28/22 H H H DwN' MAR MOORS ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY CHECKED. HOLLI HEA VRIN BY DATE APPR wmwv : HOLLI H. HEAVRIN P.E. •'� . WETLAND•"D" 15' STRUCTURE SETBACK FROM SENSSLIVE AREA. SEE WETLAND M/LIGA LION PLAN. SCALE: 1" = 20' 0 10 20 40 UNDERGROUND LOCATOR SERVICE CALL BEFORE YOU DIG! 811 1988 HORIZONTAL- MAD 1W3/1/101 DATU M CITY OF RENTON Planning/Building/Public Works Dept. I>19p\ O N TRACTF�= (OPEN SPACE)/ pK INS CIVIL ENGINEERING LANDSCAPE ARCHITECTURE PLANNING 99 DESIGN SURVEYING lST... . 12100 NE 195th St, Suite 300 Bothell, Washington 98017 425.885.7877 4/28/22 R� 7 ZV�7 w IN COMPLIANCE WITH CITY OF RENTON STANDARDS SURFACE WATER UTILITY + DEVELOPMENT ENGINEERING .+ JFarah 05/09/2022 msippo 05/10/2022 CANOPY 4196 L/NCOLNAVENE, RENTON, WA 98056 STORM DRA INA GE SER VICE PLAN N N VA SIC Zs V CZ 4128122 Q C4"11 Er: OF. ,36 107 O O 0 Z Q H v I 6" IE 121.00 6" IE 123.70j _ 22LF 6" 0 0.177, i 9LF 6" 0 0207, LEGEND PROPERTY LINE 100 PROPO.ED CONTOUR EXISANG CONTOUR STORM MAIN STORM SERVICE S EXISANG STORM MAIN ® STORM CB TYPE / ® STORM CB TYPE 11 PIPE MA TER/AL ALL PIPES EXCEPT THOSE SPECIFIED AS D/ SHALL BE POL YPROPYLENE STORM SEWER PIPE PER WSDOT SECAON 9-05.24 NOTE ALL CLEANOUTS LOCATED WITHIN A DRIVABLE SURFACE SHALL BE REOUIRED TO HA VE TRAFFIC BEARING LIDS. 1 REVISED PER CITY COMMENTS MEM 7/15/21 HHH 2 REVISED PER CITY COMMENTS MEM 2/15/22 HHH 3 REVISED PER CITY COMMENTS MEM 4/11/22 HHH 4 REVISED PER CITY COMMENTS MEM 4/28/22 HHH 2I*= N2,vAR1[•1! m--fmmI]-,,rI=W1»:, SPRAGUE P. DESIGNED. HOLLI HEAVRIN MARY MOORE CHECKED. HOLLI HEAVRIN HO H HEAVRIN P.E. ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY SCALE: 1" = 20' 0 10 20 40 UNDERGROUND LOCATOR SERVICE CALL BEFORE YOU DIG! 811 MRMWAL: MAD IW �/101 DATU M CITY OF RENTON Planning/Building/Public Works Dept. 4/28/22 K INS ,y000f"* • • M9syf• CIVIL ENGINEERING z LANDSCAPE ARCHITECTURE PLANNING 99 DESIGN SURVEYING lSTE�. ' 12100 NE 195th St, Suite 300 Bothell, Washington 98017 425.885.7877 R� 79�7 IN COMPLIANCE WITH CITY OF RENTON STANDARDS SURFACE WATER UTILITY ' DEVELOPMENT ENGINEERING JFarah 05/09/2022 W I [ msippo 05/10/2022 CANOPY 4196 L/NCOLNAVENE, RENTON, WA 98056 STORM DRA INA GE SER VICE PLAN N N O V N M O UAO DATE: R 4128122 (` SU DBOOIC PAGE: DRAWING NO: C4.12 sHEEr. OF. 37 107 130 O 120 110 O � 100 V m m m 50 170 IA 150 140 130 04 120 Q W 110 100 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 REVISED PER CITY COMMENTS REVISED PER CITY COMMENTS REVISED PER CITY COMMENTS REVISED PER CITY COMMENTS REVISION MEM 7/15/211 HHH Su N !� SPRAGUE P.L.S. PMEM STALE. AS NOTED MEM 2/15/22 HHH,, HOLLI HEAVRIN 4/11/22 H H H MEM 4/28/22 H H H DR"N` MARY MOORS ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE "` D1N0Lf CHECKED: HOLLI HEA WIN BY DATE APPR APRofin: HOLLI H. HEAVRIN P.E. MMZO�NrAL• W 19e 3/101 170 160 N N v 150 s 140 W 130 120 110 100 CITY OF RENTON Planning/Building/Public Works Dept. 14+50 15+00 100 M N O 90 O H 80 V 70 60 M O O 50 H 15+50 STANDARD NOTES 1. ALL STORM FRAMES SHALL BE VANED GRATES PER C.O.R STD DTZ 204.2 UNLESS OTHERWISE NOTED. SEE DETAIL SHEET 04.37 2. STORM FRAMES WITHIN SAG CURVES AT LOW POINTS SHALL BE BI—DIRECTTO/VAL VANED GRATES PER C. O.R. STD DTZ 204.3. SEE DETAIL SHEET CAJ7. 3 PIPE MATERIAL SHALL CONFORM TO THE 2017 RSWDM CHAPTER 4, SECTION 4.2.1. AND TABLE 4.1.1.A2. pK INS i�asyy CIVIL ENGINEERING LANDSCAPE ARCHITECTURE PLANNING 'Con 99 DESIGN SURVEYING IITE�. ' low 12100 NE 195th St, Suite 300 Bothell, Washington 98017 425.885.7877 4/28/22 R-41 7988 IN COMPLIANCE WITH CITY OF RENTON STANDARDS SURFACE WATER UTILITY + DEVELOPMENT ENGINEERING JFarah 05/09/2022 msippo 05/10/2022 O Z CANOPY 4128122 Q 4196 LINCOLNA VE NE, RENTON, WA 98056 FlmBOM ROAD & STORM DRAINAGE PROFILES (ROAD A) C4.21 Er: OF. 38 107 170 160 Q N V 150 L 1t� 140 W 130 N v 120 130 120 110 100 70 PROPOSED GRADE, �' OF ROAD EXISTING GRAZE OF ROAD 3.1$--- 13&F 12" PVC ®0.034,3 25LF 12' PVC 0 0.0100 hV5 �h �NOO^-zsN I cow A � I ham.^ W ��^�W EXISTING GRADE, PROPOSED GRADE OF ROAD (TYP) F �' OF ROAD (TYP.) w � w 1 w ^ w ^ w ^ w ^ w 20+00 20+50 21+00 21+50 30+00 30+50 31+00 UNDERGROUND LOCATOR SERVICE CALL BEFORE YOU DIG. 811 31+50 HIGH PT STA: 21 66.98 HIGH PT EL: 1 .09 PW STA: 21t 29 PVI EL: 159. 0 1 M. ' EOD SSO (7JI = 168 PROUD SSD = 168' (DESIGN SPEED = 25 MPH, ORECT REFIT 29 ROAnA HORIZ. SCALE 1' 2 ' VERT, SCALE 1 10 N h ^ w 22+00 32+00 1 REVISED PER CITY COMMENTS 2 REVISED PER CITY COMMENTS 3 REVISED PER CITY COMMENTS 4 REVISED PER CITY COMMENTS NXVA R1[61! OW PT STA: 23f32.50 LOW PT EL: 151.04 PW STA: 23+15.38 PI4 EL: 150 57 60.00, Vc SSD = NIA (LIGHTED ROADWAY)' 190 170 170 ` 160 160 . ' � . T — 2.00�' N II :`�' _ 150 150 • 7OLF 12" PVC . . . . . . . . . . 11000449 140 140 h, 3 � 0 3 W C"4 " `� " `� " W W_ w w w W W 130 130 . V 120 120 23+00 23+50 24+00 22+50 32+50 33+00 33+50 130 120 110 100 70 34+00 MEM 7/15/21 HHH EN R SPRAGUE P.L. S. C MEM 2/ 15/22 HHH DE51mm AS NOTED HOI:a°''r"`` ""° ' ees�'ee' CITY 0 I MEM 4/11/22 HHH HOLLI REAVRIN MEM 4/28/22 HHH °"° MARY MOORE RENTON ONE INCH DATUM CHECKED AT FULL scuE Planning/Building/Public Works Dept. HOLLI HEA VRIN IF NOT ONE INCH BY DATE APPR APRDfin: sry r A` IMMMILf HOLLI H. HEAVRIN P.E. h h EXISTING GRADE, OF ROAD l m PROPOSED GRADE, OF ROAD 10• 00% 212 1 P V� 00. 56LF 12 v V m o . 0 .� . . . . . . .^W LAJ 'N— . . . CS . . . . . . . . . . . IGN SPEED = 25 MPH, OBXCT HEIGHT (DE = 29 ALLEY2A EXISTING GRAD OF ROAD (T HORIZ. SCALE 1 " 20' PROPOSED G VERT. SCALE-1 "=10' O ch � OF ROAD �F o� N STANDARD NOTES 170 160 150 140 130 M 0 N v N VA VA 17 O H V M 0 N� 1 1 1. ALL STORM FRAMES SHALL BE VANED GRATES PER C.O.R STD DTZ 204.2 UNLESS OTHERWISE NOTED. SEE DETAIL SHEET 04.37 2. STORM FRAMES WITHIN SAG CURVES AT LOW POINTS SHALL BE 81—D/REOXYVAL VANED GRATES PER C. 0. R. STD DTZ 204.3. SEE DETAIL SHEET CAJ7. 3 PIPE MATERIAL SHALL CONFORM TO THE 2017 RSWDM CHAPTER 4, SECTION 4.2.1. AND TABLE 4.1.1.A2. pK INS MAIsyy CIVIL ENGINEERING LANDSCAPE ARCHITECTURE PLANNING 99 DESIGN SURVEYING lSTE�. ' con IONA 12100 NE 195th St, Suite 300 Bothell, Washington 98017 425.885.7877 4/28/22 R-41 7939 IN COMPLIANCE WITH CITY OF RENTON STANDARDS FSURFACE WATER UTILITY DEVELOPMENT ENGINEERING arah 05/09/2022 ' msippo 05/10/2022 O Z CANOPY Q 4196 LINCOLNA VE NE, RENTON, WA 98056 Flmoom, PACE DRAWING m ROAD & STORM DRAINAGE PROFILES C4.22 (ROAD A, ALLEYI & ALLEY2A) ' 39 ' 107 111 170 PV! STA 60f52.00 LOW PT STA: 61*66.98 LOW PT EL: 125.5 PN EA: 136.60 PW STA: 61f.38.6 �i 50. 0' VC PW EL: 123.60 O _ 160 O ,o� O (APPROA RING lNT'X.) ^ h SSD = N/A (LIGHTED ROADWAY)' 150 �^ O o� o m mm WW OOp o h �n o . . . . . . . . . a0 a0 . . . . . . . . . . . . N C� . . �. 140 2 00 50� 50 O -4�z Z �, Q 130 — DEPRESSED DRIIiEWAWY . . . . . . . . . _ . . . . . (15Z) . . \ . . . . . . . . . . . . . . . . . . . . . 120 0 . . . . . . . . . . . . 208LF 12" DI 0 0.0050 . . . . 0 . z� . . . 110 . . . . . . . . . . . . . . . . . cy �A,,, . . . . EX/STING GRADE, PROPOSED GRADE V OF ROAD (TYPE OF ROAD (TYP.) 60+00 60+50 61+00 61+50 180 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 170 . . . . . . . . . . . . . _ . . . . . . . . . . . . . . . . ......... ... 160 Q . Oh �V . 150 "' �' . . . . . . . . . . . Nf <3.34 . . . . . -2.00�' .63X 140 9LF 12" PVC 0 0.027 v) J . O . 130 I+�',� . N . \ �, �V a \ a V � � �. 120 EXISTING GRADE, PROPOSED GRADE, OF ROAD (TYP� �' OF ROAD (TYP) 40+00 40+50 41+00 41+50 STANDARD NOTES 1. ALL STORM FRAMES SHALL BE VANED GRATES PER C.O.R STD DTL 204.2 UNLESS OTHERWISE NOTED. SEE DETAIL SHEET C4.37. 2. STORM FRAMES WITHIN SAG CURVES AT LOW POINTS SHALL BE B/-DIRECAONAL VANED GRATES PER C.O.R. STD DTL 204.,3. SEE DETAIL SHEET C4.,37. 3. PIPE MATERIAL SHALL CONFORM TO THE 2017 RSWDM CHAPTER 4, SE070N 4.2 t AND TABLE 4.1.1.A2. UNDERGROUND LOCATOR SERVICE CALL BEFORE YOU DIG. 811 PVC 62+00 HIGH PT STA: i 1t99.23 HIGH PT EL: F49.06 PW STA: 41 95.34 PW EL: 149.41 50.00' E) = 158' READ SSD (3.34 PROVD SSD 211' N N� V 0 '� W W W c(.QES/GN EED = 25 MPH, OBJECT EIGHT = 2) A HOR/Z. SCALE- 1' 20' VERT S ALE 11-10' h 42+00 1 REVISED PER CITY COMMENTS 2 REVISED PER CITY COMMENTS 3 REVISED PER CITY COMMENTS 4 REVISED PER CITY COMMENTS 2I*= N2,vA R1[61! i i i (DESIGN SPEED 25 MPH, OBJECT HEIGHT = 2) . . . ALLEY3 OR/Z. SCALE 1 "==20' R7: SCALE- 1 `10.' P, 62+50 63+00 EXISTING GRADE, � : OF :ROAD PI4 STA: 64*66.44 PW EL: 1.39.14 50.00' VC 2 D SSD 4. 74Z PRO V'D S.V = 931' o �WWLAJ 170 160 150 140 k W m 130 W 120 110 LO 63+50 64+00 64+50 65+00 65+50 PROPOSED GRADE, OF ROAD -2.44Z r.11 -iiRz . . 1 1 I . . . . . . . . . . . . . . A \ L,14 _ \ \ \ Aj Ljj\ \ M .\ �Qo a U 1 42+50 43+00 43+50 44+00 44+30 MEM 7/15/21 HHH EN R SPRAGUE P.L.S. MEM 2/ 15/22 H H H D,m, AS NOTED HDRD�Nra NAD ' ees�'ee' CITY OF MEM 4/11/22 PH HOLLI HEAhRIN MEM 4/28/22 HHH °"° MARY MOORS RENTON ONE INCH DATUM CHECKED: AT FULL SCALE Planning/Building/Public Works Dept. HOLLI HEA kRIN IF HOT ONE INCH BY DATE APPR APRDfin: Sry E A` IMMMILf HOLLI H. HEAVRIN P.E. ILQ m Q W 160 150 140 130 120 1 66+00 66+50 pK INS MAIsyy CIVIL ENGINEERING LANDSCAPE ARCHITECTURE PLANNING 99 DESIGN SURVEYING con 12100 NE 195th St, Suite 300 Bothell, Washington 98017 425.885.7877 4/28/22 R-417940 IN COMPLIANCE WITH CITY OF RENTON STANDARDS ESURFACE WATER UTILITY DEVELOPMENT ENGINEERING + Farah 05/09/2022 msippo 05/10/2022 0 CANOPY 4128122 Q 4196L/NCOLNAVENE, RENTON, WA 98056 FIEF BOO PACE DRAWING m ROAD & STORM DRAINAGE PROFILES C4.23 (ALLEY2 &ALLEY3) SHEET. OF. 40 107 170 O 160 W 150 120 N sso FA 100 111 0 100 100 W mN WNW N^ . �, °p o W . . . . . h 90 m 90 phi �"°ji�O ��. . h^ . �, ' W S ^ ``�' c N ` 5.08% c� N•, o^ o� o� . . . . m c N� _-__------ . . . . . Q W o.,� n 10.12 -- __ 80 . . . . . . . c' g. 76� "PVC ®O.D449 = _ - - - = p PROPOSED 80 Q �, o c g, 64% PVC p 0941 - _ _ _ _ _ - -\ CENT VNE oh12 _-- W . . . . . . . . . . . . . . . . . . . . 000 &5-6 . . . . . . . . . . . . . . . o C _ _- oo i o—^^ 70 . . . . . . . . . . . . . . . . . 70 W Q�� 13843� _ Z by v ��W W W . . . . . . . . . . . . . . . . CSJ m �� - `��W W w°� AULTACCESSA s ", , , ni : 15 8 .5 / " . / / `� "^' V :�' HORIZ. SCALE 1 =20' c.� c� 0,163 PROPOSED NORTH ^ ^ W I/ERT SCALE.' 1 g 10' . EXISTINC OF ROADRADE 18.�1 12» PVC/0 CURB fZOWLINE ; 41-F - - -� Q TO REMAIN 3 ^ o n 65� Z" P o o 80+00 80+50 80+86 0 �o o �•� 46LF 12' PVC N h � � . ®0.1102 W�L W 0 v Q W ~ 90 W W W W 90 �, o 0 �a a �s s. �O V � � � � V � � � � EX/STING GRADE OF ROAD (TYP.� HORIZ. SCALE 1'=20' PROPOSED PROPOSED • • • • • • • • • • • • • • cs v; � o � . . . . . . . . . . . . . . . . . . . . TO REMAIN . . . . . . . . fZON2/NE ELEVA AON . . . . . . . . CENTERLINE ELEVA 110N . . . . . . . . . . . . . . . m W m m = o VERT. SCALE 1=10' o 0 0 0 � ool� aoN, 80 N 80 a h� Oo p�co �� ���� N N �I- 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 g 70% -1. 402 . . . . . . . . . . 70 70 . . . . . . . . . . . . . . . . . . i . . . . . . . . . . . i . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 60 — 60 110 F// in/ 80 70 F. / Q . . . . . . . . . PW STA: 70*67.00 � h PW EL: 76.27 50.00 VC h o, Qom.. . . . . . . . . . S e o oIN . . . . . X/STING GRADE, OF ROAD o h �. LIZ W v c V a �. ve . h j PROPO TD GRADE, OF ROAD - . O — — — \QQI IRK— — 11;1sX - �� S �,g m^ m . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 2 2.36.1; ,329.�' M ----- --- -- ---- 69LF 24"D �o ® 0. '02g LF 2PVC u �. 0 Q ®0.0111 (TO VAULT "�� . D0�" y= . o. �. . . p L----24-/� 7401�---------------------------- v�A_ ------ -------------------------- . . . . . . . . . . . . ^�N�� VAULTACCESS OAD ^�,�,�, , KKK 00 �, W . . . . . 4i . HOR/Z. SCALE 1=2 "-10 , EXISTING GRADE, . . . PROPOSED GRADE . . . . ,L�" VERT. SCALE 1 OF ROAD (TYP.) �' OF ROAD (TYPE k 70+50 71+00 UNDERGROUND LOCATOR SERVICE CALL BEFORE YOU DIG. 811 71+50 72+00 1 REVISED PER CITY COMMENTS 2 REVISED PER CITY COMMENTS 3 REVISED PER CITY COMMENTS 4 REVISED PER CITY COMMENTS 2I*= N2,vA R1[61! 110 50 100 90 K 70 STANDARD NOTES 50 NOR T W VAUL TACCESS R AD HORIZ. SCALE 1'-20' WRT. SCALE 1=10' 120+50 121+00 121+45 1. ALL STORM FRAMES SHALL BE VANED GRATES PER C.O.R STD DR 204.2 UNLESS 0 HERN9SE NOTED. SEE DETAIL SHEET 04 J7. 2. STORM FRAMES WITHIN SAG CURVES AT LOW POINTS SHALL BE 81-DIRE077ONAL VANED GRATES PER C.O.R. STD DTL 204. J SEE DETAIL SHEET 04. J7. 72+50 72+75 J PIPE MA TERIAL SHALL CONFORM TO THE 2017 RSWDM CHAPTER 4, SECAON 4.2 t AND TABLE 4.1.1.A2. MEM 7/15/21 HHH EN R SPRAGUE P.L.S. SCAM MEM 2/ 15/22 HHH D,m, AS NOTED HDRD�Nra NAD ' ees�'ee' CITY OF MEM 4/11/22 HHH HOLLI HEAhRIN MEM 4/28/22 HHH °"° MARY MOORE RENTON ONE INCH DATUM CHECKED: AT FULL scuE Planning/Building/Public Works Dept. HOLLI HEA kRIN IF NOT ONE INCH BY DATE APPR APRDfin: Sry r A` IMMMILf HOLLI H. HEAVRIN P.E. pK INS MAIsyy CIVIL ENGINEERING LANDSCAPE ARCHITECTURE PLANNING 'Con 99 DESIGN SURVEYING lSTE�. ' 0N' 12100 NE 195th St, Suite 300 Bothell, Washington 98017 425.885.7877 4/28/22 R-417941 IN COMPLIANCE WITH CITY OF RENTON STANDARDS Fj RFACE WATER UTILITY DEVELOPMENT ENGINEERING + Farah 05/09/2022 msippo 05/10/2022 CANOPY 4196 LINCOLNA VE NE, RENTON, WA 98056 ROAD & STORM DRAINAGE PROFILES (NE 40TH ST, VAUL TACCESS ROADS) R 1 O DATE: R 4128122 (` FlELDBOOIC PACE: DRAWING No C4.24 SHEET: OF: 41 107 111 am 110 K dR O 100 Q 90 � 80 Z V 70 70 50 t C4 Q W f-50 LINCOLNA ICE NE HORIZ. SCALE 1 "==20' VERT. SCALE 1 =10' 46LF l 0 p 0893 _ - 41LF 12" PVC -. op N 4LF12"DI00.0051 hh W� 00 EX/STING GRADE, OF ROAD :(TYP) P c o o 0 o rn rn rn rn co co N, N, rn rn N N o 0 0 0 103+50 104+00 104+50 105+00 105+50 106+00 106+50 107+00 107+50 108+00 108+50 109+00 90+00 96+00 90+50 96+50 243LF 24" DI 0 0.0074 91+00 97+00 UNDERGROUND LOCATOR SERVICE CALL BEFORE YOU DIG. 811 91+50 PIJ 70 97+50 PH STA: 92*67.50 PVI EL: 6485 100.00' VC QD SSD (4.52X) = 161 PROV'D SSD = 4,157' 41LF 18" D/ W h m m 00 W W (FROM VAULT) -------------------------------------------- ------ -- 2 70% . . . . . . . . . . 3LF. 18" lE 5850 ----- ---___ - _ . . . . . . . . r-==---------- -- 16LF 12" D/ . . . L _ - 0 0.0362 56 0 12" /E � ------------------ ----------------------- --- ------------0 . . . W o A QO -14 W W . P P7 S /A: Y4t4U. 1 . Z . . . . . PVI EL: 69.74 �L4 . 100.00' VC . . . . Q REOP SSD (3.32X) 158' `O N"o a PROV`'D SSO = 9 9' EX/STING GRADE, OF ROAD PROPOSED WADE, �' OF ROAD oo °p 22LF 12" CPEP 50Lf 12" CPEP 0 0.0456 0 01009 0 . 1 ----------__ �:� �.R I2. Imo. �O `V W `V \ \ \ W (DE.S/GYI/ SPEED = 25 M H, OBJECT HEIGHT = 29 RooN L/NCOL A VE JVE EXISTING GRADE, PROPOSED GRADE, HORIZ. SC E 1 "=20' OF ROAD (TYPE �' OF ROAD (TYP.) VERT. SCA 1 "=10' � L �QS 92+00 92+50 93+00 93+50 1 REVISED PER CITY COMMENTS 2 REVISED PER CITY COMMENTS 3 REVISED PER CITY COMMENTS 4 REVISED PER CITY COMMENTS 2I*= N2,vA R1[61! MEM 7/15/21 HHH EN R SPRAGUE P.L.S. � AS NOTED MEM 2/15/22 H H H gym, HOLLI HEAVRIN MEM 4/11/22 PH MEM 4/28/22 --PH H °""` MARY MOORS ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCOWNGLf I CHECKED. HOLLI HEA VRIN BY DATE APPR wPw#lm. HOLLI H. HEAVRIN P.E. 94+00 94+50 95+00 STANDARD NOTES 1. ALL STORM FRAMES SHALL BE VANED GRATES PER C.O.R SID DR 204.2 UNLESS 0 HERN9SE NOTED. SEE DETAIL SHEET 04.37. 2. STORM FRAMES WITHIN SAG CURVES AT LOW POINTS SHALL BE 81-DIRE077ONAL VANED GRATES PER C.O.R. STD DIL 204.3. SEE DETAIL SHEET 04.37. 3. PIPE MATERIAL SHALL CONFORM TO IHE 2017 RSWDM CHAPTER 4, SECAON 4.2.1. AND TABLE 4.1.1.A2. VEITrICALM IM H°'"` " °''0' A&MtbkCITY OF RENTON DATUM Planning/Building/Public Works Dept. 109+25 95-0 pK INS MAIsyy CIVIL ENGINEERING =vim f • o:z LANDSCAPE ARCHITECTURE 'Con PLANNING 99 DESIGN SURVEYING .ITE.. ' JOINYA 12100 NE 195th St, Suite 300 Bothell, Washington 98017 425.885.7877 4/28/22 R-417942 IN COMPLIANCE WITH CITY OF RENTON STANDARDS FiFarah RFACE WATER UTILITY DEVELOPMENT ENGINEERING 05/09/2022 msippo 05/10/2022 0 CANOPY 4196 L/NCOLNAVENE, RENTON, WA 98056 ROAD & STORM DRAINAGE PROFILES aINCOLNA VENE) Z 4128122 (� FlELDBOOIC PAIZ- mmw. NO: C4.25 SHEET. OF. 42 107 III N N O VA V O Q 0 Q M v I 9LF 24" ®0.0111 W W CB 3 o STA. 70*54, 6.50 RT TYPE 2-48; VANED GRATE v . RIM 75.82 6" IE IN 71.60 (NE) - _ \ . 12 /EIN71.10(5) - - 24" if IN 70.10 (N) - - - - � \ � PROPOSED --24" IE OUT 70.10 (SW) 15' SEWER ESMT t> (TYP) �, 69LF 12" PIiL' ®0.082 �24" /E 70.00 PROPOSED STA. 71*26, 6.50 RT \ vA� It v F/N/SH GRADE R/M 82.76 SEE SECTION S-B I CONTOUR (TYPE SHEET C4. 32 12" IE OUT 76.76 (N) W -- -------------- --- �S�O --------------------------------------- = ------------------- ----=-=__- --- ®F ` 12" VENT o ¢' 1 6 I 18" IE 64.00 (TYP) TO NORTH I TRACT H VAUL T I EXISTING GROUND (STORM/ OPEN SPACE) 9 1 I CONTOUR (TYP) V CIA it I --- ------- I I 24" ACCESS MANHOLE au� WITH 5' 10' SOLID HATCH ry _ (SEE STRUCTURAL PLAN ___-------- FOR DETAILS) V _ - - PROPOSED 10' UTILITY ESMT ________________________________________________ _____ _______________________-------------------- (TYP) _-_ 24 " ACCESS MANHOLE (TYP) \ �y PROPERTY SEE SECTION A -A v LINE (TYP) SHEET C4.32 104' CSEE SECTION C-C SHEET C4.32 SOUTH VAUL T - EXTERIOR SCALE 1"--10' 6.3.2 6.3.2 J LIVE ONt Y 62.36 _ 0.5-28- -----------'� - -------------------------- -- --- ' 63.2 ``' 63.2 6.3.2 6.32�, LIVE ONt Y CO/VIROL STRUCTURE SEE C4. J2. :° _ LEVEL _ 62.8 � -DETAIL,-BEET �� " -- --e,RA!T--- 62.8 54 CATCH BASIN BASE FOR ----------------------------------------------------- TRACTH------------------------- , M SUMP. SEE STRUCTURAL V o (STORM/ OPEN SPACE) PLANS FOR ADDIAONAL INFO. \ 120' h �, 63.2 ' 63.2 ------------------------------------ 6.32 6.3.2 LIVE ONt Y 62.8 co _ LEVEL _ 62.8 ------------------------------------------- ------------------------------------------------------------ - v v t� 1632 ``' 63.2 ----------------------------- 6J2 ----- -------- 63.2 � , L/VE ONt Y 62.75 A _ LEVEL _ 62.8 ------------------- ------------------ ------------------------ ----------------------------------------------------------- r 6,3.2 02 SOUTH VA UL T - INTERIOR SCALE 1 =10' Ij 1 REVISED PER CITY COMMENTS 2 REVISED PER CITY COMMENTS 3 REVISED PER CITY COMMENTS 4 REVISED PER CITY COMMENTS "m REVISION MEM 7/15/21 HHH sumEym- ENN R. SPRAGUE P.L. MEM 2/15/22 HHH oEs�N OLLI HEA kRIN MEM 4/11 /22 HHH MEM 4/28/22 HHH -�[ DRW N; MARY MOORE CHECKED: HOLLI HEA kRIN BY DATE APPR HO L/ H. HEAVRIN P.E. ICJ 84 ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY NOTE FIRE ACCESS ROAD OVER VAULT. VAULT SHALL BE DESIGNED TO HOLD 30-TON RRE TRUCK N2�/GHT AND OUTRIGGER POINT LOADING. UNDERGROUND LOCATOR SERVICE CALL BEFORE YOU DIG! 811 WRRO�NIAL: MAD IW3M/,99, DATUM CITY OF RENTON Planning/Building/Public Works Dept. --% jl� SCALE: 1" = 10' 0 5 10 20 R 1 STANDARD NOTES ALL STORM FRAMES SHALL BE VANED GRATES UNLESS OTHERWISE NOTED. PIPE MATERIAL SHALL CONFORM TO THE 2017 RSN?WM CHAPTER 4, SECAON 4.2.1 AND TABLE 4.2 t A2. pK INS-,00f ,.�'°•MAI CIVIL ENGINEERING LANDSCAPE ARCHITECTURE =.z PLANNING 99 DESIGN SURVEYING lST... ' 12100 NE 195th St, Suite 300 Bothell, Washington 98017 425.885.7877 4/28/22 R-417944 IN COMPLIANCE WITH CITY OF RENTON STANDARDS SURFACE WATER UTILITY ' DEVELOPMENT ENGINEERING JFarah 05/09/2022 msippo 05/10/2022 CANOPY 4128122 Q 4196 L/NCOLNAVENE, RENTON, WA 98056 STORM DRAINA GE VA UL T PLAN SOUTH VAUL T DRAWING NO: C4"31 SHEET: OF. 44 107 O O FINISHED GRADE VARIES (SEE GRADING PLAN) SOLID COVER MARKED 'DRAIN" —\ WITH A BOL T LOCKING RING FINISH GRADE - AND COVER. TOP OF VAUL T 75.60 RIM ELEVA TION = 76.14 0.6'FREEBOARD— — — — — — — — — — — — — — — — — — — — H. W.S. EL. 74.0 Q 10' LIVE STORAGE CELL 1 136' LADDER 4 TOP OF VAUL T a 63.2 62. 75 L. W.S. EL. 64. 0 627632 5 TOP OF RISER — H. W S.— EL. 74.0_ Q 08' --5�'—------------- --------------------: LEVEL------------------------ 7:Z5jr EL. 74.0 a 9' 9' SOUTH VAULT SECT/ON A -A PlPf SUPPORT (2 MIN) X0. 090" ALUMINUM WITH 4 � , EL: 73. 0 518" STAINLESS BOL TS 0 2" ORIFICE SCALE 1=10' SEE ELBOW DETAIL THIS SHEET (TYP) ^ N0.6' FREEBOARD - CONTROL STRUCTURE V SEE DETAIL, THIS SHEET 11 FINISHED GRADE VARIES (SEE GRADING PLAN, -------- ---------------------- H. W. S. EL. 74.0 24" IE 72.0 10' LIVE STORAGE CELL 4 6" IE 7350 FROM CB 3 104' FROM CLEANOUT L W. S EL. 64.0 62.8 0.8' 5$---------------------'------- 5Z - - - - - - - - - - - - - - - - -- 0.6' FREEBOARD 10' LIVE STORAGE - FOOTING DRAIN (TYP) SOUTH VA UL T SECTION B-B SCALE 1"--10' TOP OF VAUL T 75.60 .W.S. EL. 74 0 — — H. W. S EL. 74.0 CELL 1 CELL 2 CELL 3 CELL 4 18' 16, 16, 16, 632 L.W.S. 632 632 L.WS 63.2 63.2 L.W.S. 632 3.2 L.W.S. 632 EL 64 0 1 EL 64 0 1 EL 64 0 J05V EL 64 0 5%-==-5%—=5%----5%-=5%----5X-----5X- O SOUTH VAUL T SECTION GC SY 7)V VAULT SCALE 1"-10' VAUL T nUMES (67) STORAGE TYPE I DESIGN I AS -BUILT LIVE 1 82,080 1 REVISED PER CITY COMMENTS 2 REVISED PER CITY COMMENTS 3 REVISED PER CITY COMMENTS 4 REVISED PER CITY COMMENTS "m REVISION 63.2 8' REMOVABLE WATERTIGHT COUPLING (OPTIONAL) 4" ALUMINUM CMP RE40 ELEV. kr #£COED ELBOW MACHINE CUT ORMAX. DRILL ORIFCE IN END PLATE ELBOW DETAIL NOT TO SCALE MEM 7/ 15/21 HHH sumEYED: ENN R. SPRAGUE P.L. MEM 2/15/22 HHH DESIGNHOLLI HEAVRIN MEM 4/11 /22 HHH MEM 4/28/22 HHH D�"N` MARY MOORE CHECKED: HOLLI HEAVRIN BY DATE APPR HO LI H HEAVRIN P.E. ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY 18" RISER SAND COLLAR OR - KOR-N-SEAL BOOT (Typ) 18" OUTLET PIPE TO NORTH VAUL T EL: 71.0 01-112" ORIFICE a EL: 69.8 01 in ORIFICE � 4 75.60 a SHEAR GA TE L.W.S. EL. 64.0 1057 4 0 1-118" /a 4 ORIFICE IN BOTTOM PLA TE a �4 a � 4 / 4 4 4 J / 4 4 SOUTH VA UL T CONTROL STRUCTURE SCALE- 1 "-2' UNDERGROUND LOCATOR SERVICE CALL BEFORE YOU DIG! 811 HORIZONTAL- MN IW 8/101 DATUM CITY OF RENTON Planning/Building/Public Works Dept. N N VA SIC zS V R 1 4 �- 4 4 4 4 . pK INS ,.�'°•MAI CIVIL ENGINEERING LANDSCAPE ARCHITECTURE =.z PLANNING 99 DESIGN SURVEYING lSTE�. ' 12100 NE 195th St, Suite 300 Bothell, Washington 98017 425.885.7877 4/28/22 R-417945 IN COMPLIANCE WITH CITY OF RENTON STANDARDS SURFACE WATER UTILITY ' DEVELOPMENT ENGINEERING JFarah 05/09/2022 msippo 05/10/2022 0 OAM CANOPY 4128122 Q 4196L/NCOLNAVENE, RENTON, WA 98056 FlmBOOK: STORM DRAINAGE VAUL T DETAILS SOUTH VAUL T DRAWING NO: C4"32 SHEET: OF. 45 107 0 O Q M v I PROPERTY LINE (TYP) PROPOSED FINISH GRADE CONTOUR (TYP) 64 CONTROL STRUCTURE SEE DETAIL, SHEET C4.34 EXIS71NC GROUND CONTOUR (TYP) TYPE 2-48; VANED GRATE RIM 59.95 18" IE IN 56.02 (SE) 12" IE IN 56.52 (SE) 24" IE OUT 56.02 (N) LINCOLNA VENE NORTH VA T - EXTERIOR SCALE 1"=10' 52.2 0 5221 LIWIIDEAD STORAGE h ` � -------- 51.8 0.5Z - ' 51.56 -------------------------------------------------- ' v 52.2 v o ------- 52.2 ------------------------------------------------- ------------------ 52.2 -- 104' LAE/DEAD o STORAGE 51.8 _0.5Z_ ------------------------------------------------------ ' n ---N----------------------------------------- TRACTA---------------- 5�,�s� ' (STORM/OPEN SPACE) -- 52.2 v o (----522 ---------------------------------------52.2---------------------------------------------------� - --------------------------- CONTROL 51.5 o0 STRUCTURE t15�22 SEE DETAIL, SHEET C4.,34. W 54" CATCH BASIN BASE FOR v SUMP. SEE STRUCTURAL PLANS FOR ADDITIONAL INFO. 0 52.2 LIWIDEAD STORAGE h ----------------- -------------- ---------------------------------------------- --- � , , h 52.2 124' NORTH VA M T - INTERIOR SCALE 1 "=10' 1 REVISED PER CITY COMMENTS MEM 7/15/21 HHH 2 REVISED PER CITY COMMENTS MEM 2/15/22 HHH 3 REVISED PER CITY COMMENTS MEM 4/11/22 HHH 4 REVISED PER CITY COMMENTS MEM 4/28/22 HHH 2I*= N2,vAR1[•1! m--fmmI]-,,rI=W1»:, SPRAGUE P. DESIGNED. HOLLI HEAVRIN MARY MOORE CHECKED. HOLLI HEAVRIN HO H HEAVRIN P.E. ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY M V W UNDERGROUND LOCATOR SERVICE CALL BEFORE YOU DIG! 811 MRMWAL: MAD IW3M/101 DATU M CITY OF RENTON Planning/Building/Public Works Dept. 4/28/22 SCALE: 1" = 10' 0 5 10 20 WATER QUALITY VENTING TOTAL VAULT SURFACE AREA: 5,176 SF RMARED VENTTLATTON AREA (4X) = 207 SF 4-5WO' GRATED ACCESS OPENINGS- 200 SF 6-12" VENTS = 18.8 SF PROVIDED VENTTLATTON AREA (4.2Z) = 218.8 SF K INS h, • • M9syf• CIVIL ENGINEERING z LANDSCAPE ARCHITECTURE PLANNING 99 DESIGN SURVEYING 12100 NE 195th St, Suite 300 Bothell, Washington 98017 425.885.7877 RM14 1 7944-6 IN COMPLIANCE WITH CITY OF RENTON STANDARDS SURFACE WATER UTILITY ' DEVELOPMENT ENGINEERING JFarah 05/09/2022 W msippo 05/10/2022 CANOPY 4196 LINCOLNA VE NE, RENTON, WA 98056 STORM DRAINA GE VA UL T PLAN NORTH VAUL T R 1 4128122 Q C4"33 46 107 O Q Z Q 0.6' FREEBOARD FINISHED GRADE VARIES SEE GRADING PLAN TOP OF VAULT 65.1 ---------------------------------------- H. W.S. EL. 63.5 5' LIVE STORAGE LIVE DEAD INTERFACE 585 ---------------------------------------- CELL 3 5.5' DEAD STORAGE 522 --522 -��-�------- - 51.8DEAD BOTTOM WS 530 -----------�5R�6 P SEDIMENT STORAGE NORTH VA T SEC TIONA-A SCALE 1'-10' 18IE 56.0 FROM SOUTH VAUL T FINISHED GRADE VARIES (SEE GRADING PLAN) TOP OF VAULT 65.1 0.6'fREEBOAR0 ------------------------------------------ ---------------------- 24' IE 58 5 H. W.S. EL. 05 OUTLET TO CB 2 � LIVE DEAD 5' LIVE STAGE -- - - - - - - - - - - - - - - - - - - - - - - - - — M 522 515 CELL 1 5.5' DEAD STWAGE 515 522 CI' T DEAD BOTTOM W.S. 530 _ ______ V ----�---------------------m---- — — — 05�'_ ----- 1'SEDIMENTS --------_ --78�'_ 62' 51.8 HIGH POINT 124' NORTH VAUL T SECT/ON B-B SCALE 1'-10' FINISHED GRADE VARIES (SEE GRADING PLAN) TOP OF VAUL T 65.1 0.6' FREEBOARD 5' LIVE STORAGE 5.5' DEAD STORAGE 1' SEDIMENT STORAGE 52.2 H WS EL. 635 CELL 3 H WS EL. 63.5 CELL 2 H. W.S. EL. 635 CELL 1 LIVE DEAD 58.5 LIVE DEAD 58.5 LIVE DEAD 58.5 - —1s,— - —16,— - 18- DEAD 522 522 DEAD 522 522 DEAD _ BOTTOM s%- 530 -5�'- BOTTOM_ _ 5�- 530 -5% _ _ B_OTTOM_ 5�- 530 5$- VARIES VARIES VARIES NORTH VAUL T SECT/ON C-C SCALE 1'-10' VAUL T nVUES (67) STORAGE TYPE DESIGN AS-BUIL T N6R H VAULT LIVE 25,,WO DEAD I 28,468 62' 5' LIVE STORAGE 5.5' DEAD STORAGE P SEDIMENT STORAGE 52.2 1 REVISED PER CITY COMMENTS 2 REVISED PER CITY COMMENTS 3 REVISED PER CITY COMMENTS 4 REVISED PER CITY COMMENTS REVISION d 12' IE 56.0 FROM CB 39 REMOVABLE WATERTIGHT COUPLING (OPTIONAL) 4' ALUM/NUM CUP °f 'O i RFOD FIFV N£LDED ELBOW A DRILL ORIRG ELBOW DETAIL NOT TO SCALE MEM 7/ 15/21 HHH sumEYED: ENN R. SPRAGUE P.L. MEM 2/� 5/22 HHH HOLLI HEAVRIN MEM 4/11/22 H H H MEM 4/28/22 H H H WWI ""` MARY MOORE CHECKED: HOLLI HEA WIN BY DATE APPR HO LI H HEAVRIN P.E. ONE INCH AT FULL SCALE IF Mn ONE INCH SCALE ACCORDIHDLY SOLID COVER MARKED "DRAIN" WITH A BOL T LOCKING RING AND COVER. RIM ELEVA TTON = 65.9 >> LADDER 4 TOP OF RISER EL. 63.5 PIPE SUPPORT (2 MIN.) 4 X" 0. 090" ALUMINUM WITH Q 518" STAINLESS BOL IS SEE ELBOW DETAIL / 4 THIS SHEET (TYP) SAND COLLAR OR ' KOR-N-SEAL BOOT (T)24" OUTLET PIPE TO CB 2 4 FINISH GRADE / / / TOP OF V4UL T EL: 65.10 -VH.WS.—EL. 635_ EL: 61.9 01-718' ORIFICE EL: 60.4 01-314" ORIFICE SHEAR GATE L. W.S. EL. 58.5 18' RISER 01-9116" PLA TE 4 522 a 1 4 5Z 4 j 4 J 4 4 4 4 / J. 4 51.5 4 / 4 NORTH VAUL T CONTROL STRUCTURE UNDERGROUND LOCATOR SERVICE CALL BEFORE YOU DIG! 811 'ywu m/1 mmzwA- �,ee, DATUM CITY OF RENTON Planning/Building/Public Works Dept. SCALE 1 A 2' M 0 1 pK INS ,.�'°•MAI CIVIL ENGINEERING ti� r CORE LANDSCAPE ARCHITECTURE =.z PLANNING 99 DESIGN SURVEYING lSTE�. ' 12100 NE 195th St, Suite 300 Bothell, Washington 98017 425.885.7877 4/28/22 R-417947 IN COMPLIANCE WITH CITY OF RENTON STANDARDS SURFACE WATER UTILITY + DEVELOPMENT ENGINEERING JFarah 05/09/2022 msippo 05/10/2022 0 CANOPY 4128122 Q 4196 LINCOLNA VE NE, RENTON, WA 98056 FIELDBDM, STORM DRAINAGE VAUL T DETAILS NORTH VAUL T DRAYMNG NM C4.34 SHEET. OF. 47 107 O O h n.ii i ins i i n r�mu r i PER SURFACING SEC77ON SEE SHEET 031 NARTHERN MAUL T NORTH VAUL TACCESS ROAD SCALE 1.-5 4MIN ( A SEE CONTRACTCT PLANS 3/8" EXPANSION JOINT (TYP.) - SEE STANDARD PLAN F-30.10 , LANDING �\ CURB AND GUTTER CURB RAMP ` 4'- 0" MIN. - SEE CONTRACT PLANS FACE OF CURB 20' 12' I 8' 4' WALK 7 7- ASPHAL T THICKENED EDGE CONCRETE SIDEWALK SEE SHEET 03.31 PER C. O. R. STD PLAN 201 (TYP) SC�ED CONCRETE ROADWAY. CONCRETE WALL SEE SHEET C3.42 BE A MIN 6" DEPTH AND ABLE TO SUPPORT RRRE TRUCK LOADING AND OUTRIGGER SUPPORT. SOIUTHERN VAULT SOUTH VA TACCESS ROAD SCALE 1.-5 4- 0" MIN. - A 3/8" (IN) EXPANSION SEE CONTRACT PLANS SEEPEDESTRIAN S RIATE ON CURB - JOINT (TYP.) - SEE STANDARD PLAN F-30.10 LANDING B SIDEWALK SIDEWALK CURB AND GUTTER — CURB RAMP CURB RAMP J / DETECTABLE WARNING SURFACE - 4'- 0" MIN. - j SEE STANDARD PLAN F-45.10 SEE CONTRACT PLANS — DEPRESSED CURB AND GUTTER FACE OF CURB C CROSSWALK CROSSWALK PLAN VIEW TYPE PARALLEL A O CONTRACTION JOINT (TYP.) - SEE STANDARD PLAN F-30.1 FOR CURB RAMP LENGTHS GREATER THAN 8' - 0"PROVIDE CONTRACTION JOINT EQUALLY SPACED 4'- 0" MIN. OC. CEMENT CONCRETE PEDESTRIAN CURB - SEE NOTE 9 _ 15- 0" MAX. (TYP.) 4'- 0" MIN. __ SEE NOTE 7 SEE CONTRACT PLANS SIDEWALK ; GRADE BREAK DETECTABLE WARNING SURFACE - SEE STANDARD PLAN F-45.10 _ 4 - 0" MIN. SEE CONTRACT PLANS CL LANDING SECTION O 15'- 0" MAX. (TYP.) _ SEE NOTE 7 GRADE BREAK �)~ CURB RAMP LANDING 3/8" EXPANSION JOINT (TYP.) - SEE STANDARD PLAN F-30.10 SECTION O (ALONG INSIDE RADIUS AT BACK OF WALKWAY) "CEMENT CONCRETE PARALLEL A" PAY I UNDERGROUND LOCATOR SERVICE CALL BEFORE YOU DIG. 811 CURB RAMP TYPE PARALLEL A PAY LIMIT 1 REVISED PER CITY COMMENTS 2 REVISED PER CITY COMMENTS 3 REVISED PER CITY COMMENTS 4 REVISED PER CITY COMMENTS era REVISION 20' SCORED CONCRETE ROADWAY. CONCRETE SHALL BE A MIN 6" DEPTH AND ABLE TO SUPPORT R1RE TRUCK LOADING AND OUTRIGGER SUPPORT. SAUTHERAI VAULT SOUTH VA UL TA CCESS A NOTES 1. At marked crosswalks, the connection between the landing and the PEDESTRIAN CURB - roadway must be contained within the width of the crosswalk markings. SEE NOTE 9 2. Where "GRADE BREAK" is called out, the entire length of the grade break between the two adjacent surface planes shall be flush. 3. Do not place Gratings, Junction Boxes, Access Covers, or other appurte- nances on any part of the Curb Ramp or Landing, or in the Depressed Curb and Gutter where the Landing connects to the roadway. 3" R. 4. See Contract Plans for the curb design specified. See Standard Plan F-10.12 for Curb, Curb and Gutter, Depressed Curb and Gutter, and Pedestrian Curb details. DETECTABLE WARNING SURFACE 5. See Standard Plan F-30.10 for Cement Concrete Sidewalk Details. SEE STANDARD PLAN F-45.10 See Contract Plans for width and placement of sidewalk. DEPRESSED CURB AND GUTTER 6. The Bid Item "Cement Concrete Curb Ramp Type _" does not include the adjacent Curb, Curb and Gutter, Depressed Curb and Gutter, Pedestrian Curb, or Sidewalks. 7. The Curb Ramp length is not required to exceed 15 feet (unless otherwise shown in the Contract Plans). When applying the 15-foot max. length, PLAN VIEW the running slope of the curb ramp is allowed to exceed 8.3%. Use a single TYPE PARALLEL B constant slope from bottom of ramp to top of ramp to match into the sidewalk over a horizontal distance of 15 feet. Do not include abutting landing(s) in GRADE BREAK the15-foot max. measurement. When a ramp is constructed on a radius, the 15-foot max. length is measured on the inside radius along the back of the SLOPE walkway. COUNTER TOP OF 5 0% MAX. ROADWAY 8. Curb Ramps and Landings shall receive a broom finish. See Standard Specifications 8-14. DEPRESSED cuR6 AND GUTTER 9. Pedestrian Curb may be omitted if the ground surface at the back of the SEE STANDARD PLAN F-10.12 Curb Ramp and/or Landing will be at the same elevation as the Curb AND NOTE 6 Ramp or Landing and there will be no material to retain. 4'- 0" MIN. 15, - 0" MAX. (TYP.) LEGEND :T PLANS SEE NOTE 7 SLOPE IN EITHER DIRECTION GRADE BREAK SIDEWALK * 1 5% OR FLATTER RECOMMENDED FOR GRADE BREAK PEDESTRIAN CURB - SEE NOTE 9 CURB RAMP SECTION O (ALONG INSIDE RADIUS AT BACK OF WALKWAY) "CEMENT CONCRETE CURB RAMP TYPE PARALLEL B" PAY LIMIT - SEE NOTE 6 ?\ ISOMETRIC VIEW TYPE PARALLEL B PAY LIMIT MEM 7/15/21 HHH SURIM . ENN R. SPRAGUE P.L. MEM 2/15/22 HHH HOLLI HEAVRIN MEM 4/11/22 H H H MEM 4/28/22 H H H DRNM MARY MOORE CHMK CHECKED: HOLLI HEAVRIN BY DATE 111 HO LI H HEAVRIN P.E. DESIGN/FORMWORK (2% MAX.) * 1k 7.5% OR FLATTER RECOMMENDED FOR DESIGN/ FORMWORK (8.3% MAX.) - SEE NOTE 7 3/8" (IN) EXPANSION JOINT (TYP.) T SEE STANDARD PLAN F-30.10 �� 41 QZ .40 0� P�, 286so �� �� �4t Zeller, Scott Jun 24 2016 7:19 AM PARALLEL CURB RAMP STANDARD PLAN F-40.12-03 SHEET 1 OF 1 SHEET APPROVED FOR PUBLICATION Carpenter, Jeff &*44n, Jun 29 2016 227 PM cosign STATE DESIGN ENGINEER AdInk Washington State Department of Transportation IMAP SCALE: AS NOTED ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY MRMWAL: IW 93/101 DATUM twR CITY OF RENTON NARIPF Planning/Building/Public Works Dept. SCALE 1.-5 pK INS i�o;ry'y CIVIL ENGINEERING zCORELANDSCAPE ARCHITECTURE PLANNING 99 DESIGN SURVEYING lSTE�. ' M�'L 12100 NE 195th St, Suite 300 Bothell, Washington 98017 425.885.7877 4/28/22 R-417948 IN COMPLIANCE WITH CITY OF RENTON STANDARDS DEVELOPMENT ENGINEERING msippo 05/10/2022 CANOPY 4196 LINCOLNA VE NE, RENTON, WA 98056 STORM DRAINA GE DETAILS 4128122 C4"35 Er: OF: 48 107 N N O V1 V M 0 O Z Q DocuSign Envelope ID: 6EECF5B6-602A-4E4A-B436-A317AA638878 FACE OF CURB 5 112" 1" 12" R. y 1. Rl 1:24 I 1 TOP OF • iD 1/2"R. ROADWAY 1 1 L �f ml T CEMENT CONCRETE TRAFFIC CURB AND GUTTER FACE OF ADJACENT CURB 6 1(2FLUSH WITH GUTTER PAN AT SIDEWALK RAMP ENTRANCE 1:12 1:24 TOP OF 12"R. ROADWAY i iD r DEPRESSED CURB SECTION AT SIDEWALK RAMPS 318" 6" CEMENT CONCRETE 112"1 1-R_SIDEWALK RAMP VARIES OR LANDING FROM 1 6"TOO 1 r 3/8' PREMOLOED JOINT FILLER CEMENT CONCRETE PEDESTRIAN CURB AT SIDEWALK RAMPS AND LANDINGS FACE OF ADJACENT CURB 6 12 SEE DEPRESSED CURB DETAIL THIS SHEET 1:24 TOP OF 1• 12' R. ROADWAY 2" 1 1 � 1 to r DEPRESSED CURB SECTION AT RESIDENTIAL DRIVEWAYS ONLY. FOR COMMERCIAL DRIVEWAYS SEE STD PLAN 104.2 FACE OF CURB I FACE OF ADJACENT CURB -. • p I� GUTTER SURFACE PREMOLDED JOINT FILLER / 1" R. E FULL -DEPTH EXPANSION JOINT 6 irz 512' �1" VT R. 1" R. 1 1 70P CF ROADWAY T I r 8 1 A' ` / CEMENT CONCRETE j TRAFFIC CURB DEPRESSED CURB DETAIL AT RESIDENTIAL OR COMMERCIAL DRIVEWAYS, AND ALLEYS GENERAL NOTES'. 1. See standard plans 102 and 1111.1 for curb expansion and contraction joint spacing. 2. Expansion joint shall be full depth, 318" {in,) premolded joint filler. 3. For Depressed Monolithic Driveway Curb & Gutter Sect;on, see Standard Pan 104.2 STD. PLAN - 101 DrPARTN[EN'1' • PUBLIC WORKS CEMENT CONCRETE CURBS 11 r �1 8ESNDiE2 /Il X 5/6"D DUMMY JOINT BEENOfE2 0. - I 1 I I 3/8- PRWOLDED JOINT FILLER (TYP) l 5' � 5•, PLAN VIEW FACEOF CENTERLINEOF cumI_� FRAME80RI1TE 6 1 2' I�•S 13• Ij` FRAMEANDGRATE -NOfWN LUDED 1/2' R. 1• R- MATT RAY INCURBANDOU17i6i BJOBETA ROAD SLOPE TOP OF 1` R. '� 1REMW ROADWAY D D _ •D W D .'.• y".'.' ADJUSTMENT SECTION -NOT IN CURB AND GUTTER BID REM • CATCH Ill - NOTDICLUOED o • ' IN CURB AND GUTTER BID fill GURBAANDGC SECTION O GENERAL NOTES: .T ' 1. The Intent of this design is to facilitate the removal' -- of a catch basin with minimal disturbance of the curb. 2. The expansion joints of the "" ram ✓17 adjacent eldewalk shall be -adjusted to be In - line Wththese curb expansion joints. ISl VIEW CEMENT CONCRETE CURB SM. PLAN - 1M.1 PUBLIC WORKS PRO D: DEPARTMENT INSTALLATION AT CATCH BASINS DA UNDERGROUND LOCATOR SERVICE CALL BEFORE YOU DIG. 811 1 REVISED PER CITY COMMENTS 2 REVISED PER CITY COMMENTS 3 REVISED PER CITY COMMENTS 4 REVISED PER CITY COMMENTS "m REVISION •A n' LAAAI ,EXISTING ASPHR PAVEMENT SAWCUT (SEE NOTE 2) RTERIAL STREET MINIM 7" HMA (or ACP Class B) (SEE NOTE 1), OVER 6" CRUSHED ROCK RESIDENTIAL STREET MINIMUM I 4" HMA (or ACID Class B) (SEE NOTE 1), OVER 6" CRUSHED ROCK NOTES: 1. MUST MATCH EXISTING THICKNESS IF GREATER. 2. SAWCUT SHALL BE POSITIONED 1' - 0" BEYOND EDGE OF DAMAGED PAVEMENT. 3. THE INTENT OF THIS DESIGN IS TO DESCRIBE PAVEMENT PLACEMENT AT `THE GUTTER FACE. SEE STANDARD PLAN FOR CEMENT CONCRETE CURBS. + PUBLIC WORKS DEPARTMENT CURB AND GUTTER REPLACEMENT DETAIL MEM 7/15/21 HHH EN R SPRAGUE P.L.S. � AS NOTED MEM 2/15/22 HHH gym, HOLLI HEAkRIN MEM 4/11/22 H H H MEM 4/28/22 H H H Dwl MAR MOORS ONE INCH AT FULL SCALE IF NOT ONE Ill SCALE RDI ACCONGLY CHECKED: HOLLI HEA kRIN BY I DATE APPR APRDfin HOLLI H. HEAVRIN P.E. HOMAL:'W 9� RQ/1991 DATU M SRO. PLAN - 103 ROV9D: ,Lp 2p„ y \Tj S* 1", 2", 4", 6", 12", OR 24" ONE #3 BAR HOOP FOR 6" HEIGHT INCREMENT (SPACED EQUALLY), SEE NOTE 1 RECTANGULAR ADJUSTMENT SECTION �y0 E� A 43 BAR EACH CORNER SFFN2„ °rFT #3 BAR EACH SIDE #3 BAR EACH WAY PRECAST BASE SECTION 43 BAR HOOP #3 BAR EACH CORNER 18" MIN. SEE NOTE 1 ALTERNATIVE PRECAST BASE SECTION Aowbk PUBLIC WORKS R DEPARTMENT CITY OF RENTON Planning/Building/Public Works Dept. PIPE ALLOWANCES MAXIMUM PIPE MATERIAL INSIDE DIAMETER REINFORCED OR PLAIN 12" CONCRETE ALL METAL PIPE 15" CPSSP", 12" STD. SPEC. 9-05.20 SOLID WALL PVC, STD- SPEC. 9-05.12(1) 15" PROFILE WALL PVC, STD- SPEC. 9-0&12(2) 15" 'CORRUGATED POLYETHYLENE STORM SEWER PIPE NOTES: 1. AS ACCEPTABLE ALTERNATIVES TO THE REBAR SHOWN IN THE PRECAST BASE SECTION, FIBERS (PLACED IN ACCORDANCE WITH STANDARD SPECIFICATION 9-0550(9)), OR WIRE MESH HAVING A MINIMUM AREA OF 0.12 SQUARE INCHES PER FOOT SHALL BE USED WITH THE MINIMUM REQUIRED REBAR SHOWN IN THE ALTERNATIVE PRECAST BASE SECTION. WIRE MESH SHALL NOT BE PLACED IN THE KNOCKOUTS. AS AN ACCEPTABLE ALTERNATIVE TO THE REBAR SHOWN IN THE RECTANGULAR ADJUSTMENT SECTION, WIRE MESH HAVING A MINIMUM AREA OF 0.12 SQUARE INCHES PER FOOT MAY BE USED. 2. THE KNOCKOUT DIAMETER SHALL NOT BE GREATER THAN 20". KNOCKOUTS SHALL HAVE A WALL THICKNESS OF 2" MINIMUM TO 2.5" MAXIMUM. PROVIDE A 1.5" MINIMUM GAP BETWEEN THE KNOCKOUT WALL AND THE OUTSIDE OF THE PIPE. AFTER THE PIPE IS INSTALLED, FILL THE GAP WITH JOINT MORTAR IN ACCORDANCE WITH STANDARD SPECIFICATION 9-04.3. 3. THE MAXIMUM DEPTH FROM THE FINISHED GRADE TO THE LOWEST PIPE INVERT SHALL BE 5 FEET. 4, THE FRAME AND GRATE MUST BE INSTALLED WITH THE FLANGE DOWN. 5. THE PRECAST BASE SECTION MAY HAVE A ROUNDED FLOOR, AND THE WALLS MAY BE SLOPED AT A RATE OF 1 H.24V OR STEEPER, 6. THE OPENING SHALL BE MEASURED AT THE TOP OF THE PRECAST BASE SECTION. 7. ALL PICKUP HOLES SHALL BE GROUTED FULL AFTER THE INLET HAS BEEN PLACED. USE GROUT TYPE 2 FOR NON -SHRINK APPLICATIONS IN ACCORDANCE WITH STANDARD SPECIFICATION 9-20.3(2). 8. ALL GRADE RINGS AND CASTINGS SHALL BE SET IN MORTAR IN ACCORDANCE WITH STANDARD SPECIFICATION 9-04.3. THEN APPLY MORTAR TO INSIDE AND OUTSIDE OF ALL JOINTS, RINGS, RISERS, AND FRAMES. 9. MORTAR SHALL BE MIXED AND APPLIED PER MANUFACTURER'S DIRECTIONS. 10. FRAME SHALL BE ADJUSTED TO PAVEMENT GRADE BY TAPPING UNTIL FRAME IS FLUSH WITH PAVEMENT AS DETERMINED WITH A STRAIGHT EDGE OF SUFFICIENT LENGTH. 11, ALL MORTAR JOINTS SHALL BE TRIMMED FLUSH AND REMAIN VISIBLE UPON COMPLETION. UNLESS OTHERWISE NOTED, DRAWING IS NOTTO SCALE (NTS) STD. PLAN - 200.00 APPR ED: CATCH BASIN TYPE 1 GAZ 9/28/2018 1 Nbli, wm , Ad mini:t,-, DATE :45 Al pK INS "9syH CIVIL ENGINEERING ` =.z LANDSCAPE ARCHITECTURE PLANNING 99 ' lSTE�. ' DESIGN SURVEYING 12100 NE 195th St, Suite 300 Bothell, Washington 98017 425.885.7877 4/28/22 R 4 1 7949 _ IN COMPLIANCE WITH CITY OF RENTON STANDARDS DEVELOPMENT ENGINEERING msippo 05/10/2022 CANOPY 4196 L/NCOLNAVENE, RENTON, WA 98056 STORM DRAINA GE STANDARD DETAILS PC O Z DATE: 4128122 (� FIELDBOOK: PAGE DRAWING NO: C4.36 sHEEr: oF: 49 107 DocuSign Envelope ID: 6EECF5B6-602A-4E4A-B436-A317AA638878 DocuSign Envelope ID: 6EECF5B6-602A-4E4A-B436-A317AA638878 DocuSign Envelope ID: 6EECF5B6-602A-4E4A-B436-A317AA638878 DocuSign Envelope ID: 6EECF5B6-602A4E4A-B436-A317AA638878 O O M v U L W Z Z Z z Q5 W CATCH BASIN FRAME AND VANED GRATE PER STD. PLAN 204.00 RECTANGULAR OR CIRCULAR ADJUSTMENT SECTION (TWO SECTIONS MAX.) MORTAR, (TYP.), SEE NOTE 5 4" MIN, 28" MAX. 16" MAX. FLAT SLAB TOP 48", 54", 60", 72", 84", 96", 120" OR 144" SEE NOTE 6, TYP. 15' MAX. FOR MAINTENANCE STEPS OR LADDER L- 12" (TYP.) = - T 1" MIN. "O"RING r 24 2.5" MAX. REINFORCING STEEL, (TYP.) MIN. 12" MAX. - 12" � GRAVEL BACKFILL FOR PIPE ZONE 12' BEDDING PER WSDOT STD. SPECIFICATION SECTION M3.12(3) SEPARATE BASE INTEGRAL BASE PRECAST PRECAST WITH RISER NOTES: 1. NO STEPS ARE REQUIRED WHEN HEIGHT IS 4' OR LESS. 2. THE BOTTOM OF THE PRECAST CATCH BASIN MAY BE SLOPED TO FACILITATE CLEANING. 3. THE RECTANGULAR FRAME AND GRATE MUST BE INSTALLED WITH THE FLANGE DOWN. THE FRAME MAY BE CAST INTO THE ADJUSTMENT SECTION, 4. KNOCKOUTS SHALL HAVE A WALL THICKNESS OF 2" MINIMUM TO 2.5" MAXIMUM, PROVIDE A 1.5" MINIMUM GAP BETWEEN THE KNOCKOUT WALL AND THE OUTSIDE OF THE PIPE. AFTER THE PIPE IS INSTALLED, FILL THE GAP WITH JOINT MORTAR IN ACCORDANCE WITH STANDARD SPECIFICATION 9-04.3. 5. ALL GRADE RINGS, RISERS, AND CASTINGS SHALL BE SET IN MORTAR IN ACCORDANCE WITH STANDARD SPECIFICATION 9-04.3. 6. WHEN CONNECTING TO A NEW PIPE, USE A FLEXIBLE CONNECTOR (KOR-N-SEAL BOOT WITH CORRUGATED PIPE ADAPTER OR APPROVED EQUAL). WHEN CONNECTING TO AN EXISTING PIPE, USE A FABRICATED SAND COLLAR OF THE SAME MATERIAL AS THE CONNECTING PIPE. 7. MORTAR SHALL BE MIXED AND APPLIED PER MANUFACTURER'S DIRECTIONS. 8. FRAME SHALL BE ADJUSTED TO PAVEMENT GRADE BY TAPPING UNTIL FRAME IS FLUSH WITH PAVEMENT AS DETERMINED WITH A STRAIGHT EDGE OF SUFFICIENT LENGTH. 9. ALL MORTAR JOINTS SHALL BE TRIMMED FLUSH AND REMAIN VISIBLE UPON COMPLETION. CATCH BASIN DIMENSIONS CATCH BASIN DIAMETER MIN. WALL THICKNESS MIN. BASE THICKNESS MAXIMUM KNOCKOUT SIZE MINIMUM DISTANCE BETWEEN KNOCKOUTS 48" 4" 6" 36" 8" 54" 4.5" 8" 42" 8" 60" 5" 8" 48" 8" 72" 6" 8" 60" 12" 1. 8" 12" 1. 12" 96" 8" 12" 84" 12, 120" 10" 12" 96" 12" 144" 12" 12" 108" 12" PIPE ALLOWANCES CATCH BASIN PIPE MATERIAL WITH MAXIMUM INSIDE DIAMETER DIAMETER CONCRETE ALL METAL CPSSP I SOLID WALL PVC, PROFILE WALL PVC, 48" 24" 30" 24" 30" 30" 1.. 30" 36" 30" 36" 36" 60" 36" 42" 36" 42" 42" 72" 42" 541. 42" 48" 48" 84" 54" 60" 54" 48" 48" 96" 60" 72" 601, 48" 48" 120" 66" 84" 60" 48" 48" 144" 78" 96" 60" 48" 48" 7 CORRUGATED POLYETHYLENE STORM SEWER PIPE (STD- SPEC. 9-0520) 'STD. SPEC. 9-05.12(1) 'STD. SPEC. 9-05.12(2) UNLESS OTHERWISE NOTED, DRAWING IS NOT TO SCALE (NTS) AONSTD. PLAN - 201.00 .•.�� PUBLIC WORKS CATCH BASIN TYPE 2 PR DEPARTMENT GAZ 9/28/2018 1 Public Works Atlml"Ishetor DATE DocuSign Envelope ID: 3B1B34D3-7E0AA76C-ADB3-4329FFE0C108 3/4" FLAT FACE GOTHIC �• q 9" CIA 5/ " 13 ❑❑ ❑ ❑ STORM ❑ 4" ❑❑❑❑ 0 ❑ nq 8-1/S" DIA 10-1/2" DIA (2) 3/8"-16 SS SOCKET HEAD CAP 15" DIA (1) OPEN PICKHOLE 1" SCREW (ALLENHEAD) W/WSHRS ON A 8" CIA BOLT CIRCLE CAST IRON FRAME AND COVER, SEE NOTE 3 - I I 8" CLASS "B" ASPHALT, SEE NOTE 4 CLEANOUT RISER SEE NOTE 2 SOIL TIGHT 45' BEND WYE SOIL TIGHT COUPLER UNDERDRAIN, FOOTING DRAIN COLLECTOR, OR ROOF DRAIN COLLECTOR PIPE, SEE NOTE 1 r� 'I TO OVERFLOW Z STRUCTURE OR STORM MAIN MECHANICAL PLUG OR CONTINUED CONNECTION TYPICAL CLEANOUT CONFIGURATION 8-13/16" DIA ra 5!8„ PAVED AREA (TYP.) 1 EXTEND CLEANOUTRISER 2" ABOVE DESIGNSIGNPONDING ELEVATION OR PER PLAN FERNCO GASKETED v DESIGN PONDING QUIK CAP OR SIMILAR " y� ELEVATION 4"STREAMBEO COBBLES PER WSDOT 9-03.11(2) 0 4" COMPACTED SANG OR GRAVEL BACKFILL FOR PER WSDOT 9-03.12(4) DRAINS �C _ -11�I ll 1l W 1 =III=l =l 11=,�- CLEANOUT RISER, _1 SEE NOTE 2 Ifll II Lrl II .� 11 1-LqtH,�7 CLEANOUT RISER LOCATED WITHIN BIORETENTION PONDING AREA NOTES: 1. DIAMETER TO BE 6-INCHES MINIMUM PRIVATE 8-INCHES MINIMUM PUBLIC. UNDERDRAIN PIPE PER STD. PLAN 262.10. 2. CLEANOUT RISER SHALL BE SAME MATERIAL AS CONNECTED UNDERDRAIN, FOOTING DRAIN COLLECTOR, OR ROOF DRAIN COLLECTOR PIPE. 3. FRAME AND COVER SHALL BE EJ PRODUCTS 3675Z1 PT AND 3675APT OR APPROVED EQUAL. COVER TO BE LOCKING WITH ALLEN HEAD BOLT, MARKED "STORM" OR "DRAIN". 4. FOR CLEANOUTS FULLY OR PARTIALLY WITHIN UNPAVED AREAS OUTSIDE OF BIORETENTION PONDING AREA, POUR 8" THICK, 2'x2' SQUARE CONCRETE COLLAR AROUND FRAME. CONCRETE COLLAR SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 3,000 PSI. GENERAL NOTES: 1. CLEANOUTS FOR UNDERDRAIN, FOOTING DRAIN COLLECTOR, AND ROOF DRAIN COLLECTOR PIPES SHALL BE INSTALLED AT A MINIMUM OF EVERY 100 FEET, AT EVERY 90 DEGREE OR SECOND 45 DEGREE BEND, AT THE END OF EVERY COLLECTOR PIPE, AND AT EACH END OF AN UNDERDRAIN PIPE NOT CONNECTED TO AN OVERFLOW STRUCTURE, CLEANOUTS SHALL BE INSTALLED TO ALLOW FOR MAINTENANCE ACCESS TO ALL PIPES. 2. ALL FITTINGS SHALL BE SOIL TIGHT. 3. CLEANOUT RISER SHALL BE LOCATED OUTSIDE OF BIORETENTION PONDING WHERE POSSIBLE. 4. CLEANOUTS SHALL NOT BE LOCATED WITHIN THE STREET TRAVEL LANE, UNLESS OTHERWISE APPROVED BY THE CITY. UNLESS OTHERWISE NOTED, DRAWING IS NOTTO SCALE (NTS) STD. PLAN - 226.00 o®• PUBLIC WORKS BR09f�edby: '>I� DEPARTMENT STORM SYSTEM CLEANOUT artppin Pastucha 8/13/20 DATE :45 AI 0 1 8 FRAME AND VANED GRATE SEE NOTE 4 CLEAN SURFACE AND BOTTOM AREA PROVIDE UNIFORM CONTACT. THE SURFACE AREA OF THE BASE SECTION MUST BE MORTARED TO THE BOTTOM AREA OF THE ADJUSTMENT SECTION ADJUSTMENT SECTION � I � I I I NOTES: 1. THE COVER OR GRATING OF A CATCH BASIN SHALL NOT BE ADJUSTED TO FINAL GRADE 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 MORTAR IN PLACE IN ACCORDANCE WITH WSOOT/APWA STANDARD SPECIFICATION 7-05.3. 2. SHIMS SHALL NOT BE USED TO SET FRAME TO GRADE, THE USE OF SHIMS IS PROHIBITED, 3. A CONTINUOUS LAYER OF MORTAR SHALL BE PLACED BETWEEN ADJUSTMENT RINGS AND BRICKS PRIOR TO PLACEMENT. 4. ONLY BY APPROVAL OF THE CITY, THE USE OF BRICKS IS PERMITTED WHERE THE BRICKS ARE STAGGERED TO CREATE A RUNNING BOND OR K BOND. 5. BASE SECTION SHALL BE SEALED TO THE BOTTOM AREA OF THE ADJUSTMENT SECTION WITH MORTAR. 6. MORTAR SHALL MEET THE REQUIREMENTS OF WSDOT/APWA STANDARD SPECIFICATION 9-04.3, 7. PICK! LIFTING HOLES ARE TO BE GROUTED WATER TIGHT. USE GROUT TYPE 2 FOR NON -SHRINK APPLICATIONS IN ACCORDANCE WITH STANDARD SPECIFICATION 9-20.3(2). 8. MORTAR SHALL BE MIXED AND APPLIED PER MANUFACTURER'S DIRECTIONS. 9. FRAME SHALL BE ADJUSTED TO PAVEMENT GRADE BY TAPPING UNTIL FRAME IS FLUSH WITH PAVEMENT AS DETERMINED WITH A STRAIGHT EDGE OF SUFFICIENT LENGTH. 10. ALL MORTAR JOINTS SHALL BE TRIMMED FLUSH AND REMAIN VISIBLE UPON COMPLETION, UNLESS OTHERWISE NOTED, DRAWING IS NOT TO SCALE (NTS) STD. PLAN - 202.00 • PUBLIC WORKS PRO : `,` DEPARTMENT CATCH BASIN INSTALLATION IGAZ 9/28/2018 1 9 erne w"a,An"m�r.,.x", DATE DocuSign Envelope ID: 3B1B34D3-7EOAA76C-ADB3A329FFEOC108 SURFACE WATER STANDARD PLAN NOTES: THE FOLLOWING IS A LISTING OF GENERAL NOTES THAT SHALL BE INCORPORATED IN THE DRAINAGE PLAN SET. ALL THE NOTES ON THE LIST MAY NOT PERTAIN TO EVERY PROJECT. THE APPLICANT OR OWNER, HEREBY REFERRED TO AS APPLICANT, MAY STRIKE OUT IRRELEVANT NOTES IF NOT APPLICABLE TO THE PROJECT. HOWEVER, THE APPLICANT SHALL NOT RENUMBER NOR EDIT THE REMAINING NOTES. IF ADDITIONAL NOTES ARE NEEDED FOR SPECIFIC ASPECTS. THEY SHALL BE ADDED AFTER THE SURFACE WATER STANDARD PLAN NOTES, 1. BEFORE ANY CONSTRUCTION OR DEVELOPMENT ACTIVITY OCCURS, A PRE -CONSTRUCTION MEETING SHALL BE HELD AMONG THE CITY OF RENTON, HEREBY REFERRED TO AS THE CITY, THE APPLICANT, AND THE APPLICANT'S CONTRACTOR. 2. THE APPLICANT SHALL BE RESPONSIBLE FOR SECURING ALL NECESSARY CITY, STATE, AND FEDERAL PERMITS PRIOR TO CONSTRUCTION. 3. ALL STORM DRAINAGE IMPROVEMENTS SHALL BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH THE LATEST EDITION OF THE CITY OF RENTON SURFACE WATER DESIGN MANUAL (RENTON SWOM), RENTON MUNICIPAL CODE (RMC), AND THE STANDARD SPECIFICATIONS FOR ROAD, BRIDGE AND MUNICIPAL CONSTRUCTION PREPARED BY WSDOT AND THE AMERICAN PUBLIC WORKS ASSOCIATION (APWA). IT SHALL BE THE SOLE RESPONSIBILITY OF THE APPLICANT TO CORRECT ANY ERROR, OMISSION OR VARIATION FROM THE ABOVE REQUIREMENTS FOUND IN THE PLANS. ALL CORRECTIONS SHALL BE AT NO ADDITIONAL COST TO THE CITY. 4. APPROVAL OF THE ROAD, GRADING, PARKING, BUILDING, AND DRAINAGE PLAN DOES NOT CONSTITUTE AS APPROVAL OF ANY OTHER CONSTRUCTION (E.G. WATER, SEWER, GAS, ELECTRICAL. ETC.). PLANS FOR STRUCTURES SUCH AS BRIDGES, VAULTS, AND RETAINING WALLS REQUIRE A SEPARATE REVIEW AND APPROVAL BY THE CITY PRIOR TO CONSTRUCTION. THE SURFACE WATER DRAINAGE SYSTEM SHALL BE CONSTRUCTED ACCORDING TO THE APPROVED PLANS. ANY DEVIATION FROM THE APPROVED PLANS WILL REQUIRE COORDINATION FOLLOWED BY WRITTEN APPROVAL FROM THE CITY_ 5, A COPY OF THE APPROVED PLANS SHALL BE ON THE JOB SITE WHENEVER CONSTRUCTION IS IN PROGRESS. 6. THE LOCATIONS OF ALL EXISTING UTILITIES SHOWN HEREON HAVE BEEN ESTABLISHED BY FIELD SURVEY OR OBTAINED FROM AVAILABLE RECORDS AND SHALL THEREFORE BE CONSIDERED APPROXIMATE ONLY AND NOT NECESSARILY COMPLETE. IT IS THE SOLE RESPONSIBILITY OF THE APPLICANT AND THE APPLICANT'S CONTRACTOR TO INDEPENDENTLY VERIFY THE ACCURACY OF ALL UTILITY LOCATIONS SHOWN, AND TO FURTHER DISCOVER AND AVOID ANY OTHER UTILITIES NOT SHOWN HEREON THAT MAY BE AFFECTED BY THE IMPLEMENTATION OF THIS PLAN. THE APPLICANT SHALL RECORD ON THE AS -BUILT DRAWINGS ALL UNDOCUMENTED UTILITIES DISCOVERED AND ANY CHANGES TO THE APPROVED PLANS. THE APPLICANT SHALL IMMEDIATELY NOTIFY THE ENGINEER OF RECORD IF A CONFLICT EXISTS. 7. VERTICAL DATUM SHALL BE NAVD 88 AND HORIZONTAL DATUM SHALL BE NAD 83 (WA STATE PLANE, NORTH), UNLESS OTHERWISE APPROVED BY THE CITY. REFERENCE BENCHMARK, DATUM, AND ELEVATIONS SHALL BE NOTED ON THE PLANS. 8. ALL UTILITY TRENCH BACKFILL AND ROADWAY SUBGRADE SHALL BE COMPACTED TO 95% MAXIMUM DRY DENSITY PER SECTION 2-03.3(14)D - COMPACTION AND MOISTURE CONTROL TESTS OF THE WSDOT STANDARD SPECIFICATIONS. IN PERMEABLE PAVEMENT AND OTHER INFILTRATION AREAS, ALL TRENCH BACKFILL SHALL BE FIRM AND UNYIELDING BUT IN NO CASE SHALL BE COMPACTED TO MORE THAN 92% OF MAXIMUM DRY DENSITY. 9. OPEN CUTTING OF EXISTING ROADWAYS FOR STORM DRAINAGE WORK IS NOT ALLOWED UNLESS SPECIFICALLY APPROVED BY THE CITY AND NOTED ON THESE APPROVED PLANS. ANY OPEN CUT SHALL BE RESTORED IN ACCORDANCE WITH THE CITY TRENCH RESTORATION STANDARDS. 10. ALL PIPE AND STRUCTURES SHALL BE STAKED FOR SURVEY LINE AND GRADE PRIOR TO THE START OF CONSTRUCTION. WHERE SHOWN ON THE PLANS OR WHERE DIRECTED BY THE CITY, THE EXISTING MANHOLES, CATCH BASINS, OR INLETS SHALL BE ADJUSTED TO THE GRADE AS STAKED. 11, ALL FLOW CONTROL FACILITIES SHALL BE INSTALLED AND IN OPERATION PRIOR TO, OR IN CONJUNCTION WITH. ANY CONSTRUCTION ACTIVITY UNLESS OTHERWISE APPROVED BY THE CITY. 12. ALL PIPE AND APPURTENANCES SHALL BE LAID ON A PROPERLY PREPARED FOUNDATION IN ACCORDANCE WITH THE CURRENT STATE OF WASHINGTON STANDARD SPECIFICATION FOR ROAD AND BRIDGE CONSTRUCTION. THIS SHALL INCLUDE NECESSARY LEVELING OF THE TRENCH BOTTOM OR THE TOP OF THE FOUNDATION MATERIAL, AS WELL AS PLACEMENT AND COMPACTION OF REQUIRED BEDDING MATERIAL TO UNIFORM GRADE SO THAT THE ENTIRE LENGTH OF THE PIPE WILL BE SUPPORTED ON A UNIFORMLY DENSE, UNYIELDING BASE. ALL PIPE BEDDING AND BACKFILL SHALL BE AS SHOWN ON THE CITY STANDARD PLAN 220.00, 220.10. AND 220.20. 13. STEEL PIPE SHALL BE ALUMINIZED, OR GALVANIZED WITH ASPHALT TREATMENT 1, 2, OR 5 INSIDE AND OUTSIDE. 14. ALL DRAINAGE STRUCTURES SUCH AS CATCH BASINS AND MANHOLES SHALL BE FITTED WITH DUCTILE IRON, BOLT -LOCKING LIDS PER THE CITY STANDARD PLAN 204.10, 204.20, 204.30, 204.40, AND 204.50. STRUCTURES SHALL HAVE: • RECTANGULAR OR ROUND, SOLID LIDS WHEN NOT COLLECTING RUNOFF, AND OUTSIDE OF THE ROADWAY. • ROUND, SOLID LIDS WHEN NOT COLLECTING RUNOFF, AND LOCATED WITHIN THE ROADWAY, BUT OUTSIDE OF THE CURB/GUTTER LINE. • ROUND SOLID LIDS DISPLAYING THE CITY LOGO WHEN WITHIN THE PUBLIC RIGHT-OF-WAY OR IN AN EASEMENT TO THE CITY. PRIVATE STRUCTURE LIDS OUTSIDE PUBLIC RIGHT-OF-WAY AND EASEMENTS TO THE CITY SHALL NOT DISPLAY THE CITY LOGO. 15. BUILDINGS AND OTHER STRUCTURES SHALL BE PLACED IN ACCORDANCE WITH TABLE 4.1 EASEMENT WIDTHS AND BUILDING SETBACKS LINES OF THE RENTON SWDM. 15. LIDS OF MANHOLES/CATCH BASINS WITHIN PUBLIC RIGHT-OF-WAY SHALL NOT BE ADJUSTED TO FINAL GRADE UNTIL AFTER PAVING. ALL MANHOLE/CATCH BASIN RIMS SHALL BE ADJUSTED TO BE FLUSH WITH FINAL FINISHED GRADES, UNLESS OTHERWISE SHOWN. 17. ALL DRIVEWAY CULVERTS LOCATED WITHIN CITY 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. UNLESS OTHERWISE NOTED, DRAWING 15 NOTTO SCALE (NTS) STD. PLAN - 267.00 A109�.�•116 PUBLIC WORKS SURFACE WATER STANDARD PLAN easlby: hR DEPARTMENT NOTES (1 OF 2) artin Pastucha$/13/zozo Marcin Pastu<ba B&hB3ED886A4®D... DATE UNDERGROUND LOCATOR SERVICE CALL BEFORE YOU DIG. 811 1 REVISED PER CITY COMMENTS 2 REVISED PER CITY COMMENTS 3 REVISED PER CITY COMMENTS 4 REVISED PER CITY COMMENTS I� REVISION :45 A 1 8:4E OLT-DOWN SLOT. 1 1/2' EE DETAIL AND OTE 1 3/4" 1 11/4" J� T1 BOLT -DOWN SLOT DETAIL SEE NOTE 1 LETTERING ISOMETRIC 24" 7 OR 8 EQUAL SPACES DIRECTION OF FLOW 1T7 � 1 518" MAX. J SECTION A NOTES: 1. BOLT -DOWN CAPABILITY IS REQUIRED ON ALL FRAMES, GRATES, AND COVERS, UNLESS OTHERWISE SPECIFIED. PROVIDE TWO HOLES IN THE FRAME THAT ARE VERTICALLY ALIGNED WITH THE GRATE OR COVER SLOTS, THE FRAME SHALL ACCEPT THE 518"-11 NC x 2" ALLEN HEAD CAP SCREW BY BEING TAPPED, OR OTHER APPROVED MECHANISM. LOCATION OF BOLT -DOWN HOLES VARIES BY MANUFACTURER. 2. REFER TO STANDARD SPECIFICATION 9-05.15(2) FOR ADDITIONAL REQUIREMENTS, 3. FOR FRAME DETAILS, SEE STANDARD PLAN 204.00. SECTION B UNLESS OTHERWISE NOTED, DRAWING IS NOTTO SCALE (NTS) STD. PLAN - 204.20 ,o• PUBLIC WORKS PRO : R DEPARTMENT RECTANGULAR VANED GRATE G,qZ 9/28/2018 1 G DATE rubllc Worw Administremr DocuSign Envelope ID: 361 B34D3-7E0AA76C-ADB3A329FFE0C108 SURFACE WATER STANDARD PLAN NOTES: THE FOLLOWING IS A LISTING OF GENERAL NOTES THAT SHALL BE INCORPORATED IN THE DRAINAGE PLAN SET. ALL THE NOTES ON THE LIST MAY NOT PERTAIN TO EVERY PROJECT. THE APPLICANT OR OWNER, HEREBY REFERRED TO AS APPLICANT, MAY STRIKE OUT IRRELEVANT NOTES IF NOT APPLICABLE TO THE PROJECT. HOWEVER, THE APPLICANT SHALL NOT RENUMBER NOR EDIT THE REMAINING NOTES. IF ADDITIONAL NOTES ARE NEEDED FOR SPECIFIC ASPECTS. THEY SHALL BE ADDED AFTER THE SURFACE WATER STANDARD PLAN NOTES, 18. ROCK FOR EROSION PROTECTION OF ROADSIDE DITCHES, WHERE REQUIRED, SHALL BE OF SOUND QUARRY ROCK PLACED TO A MINIMUM DEPTH OF ONE (1) FOOT AND SHALL MEET THE FOLLOWING SPECIFICATIONS: • 4-81NCH ROCK 140 - 7D% PASSING; • 2-41NCH ROCK 130 - 4D% PASSING; AND • LESS THAN 2 INCH ROCK 110 - 20% PASSING. 19. FOOTING DRAINAGE SYSTEMS AND ROOF DOWNSPOUT SYSTEMS SHALL NOT BE INTERCONNECTED AND SHALL SEPARATELY CONVEY COLLECTED FLOWS TO THE CONVEYANCE SYSTEM OR FLOW CONTROL FACILITY ON THE SITE, UNLESS APPROVED BY THE CITY. FOOTING DRAINS SHALL NOT BE CONNECTED TO ON -SITE BMPS. 20. THE END OF EACH STORM DRAIN STUB SHALL BE CAPPED. A CLEANOUT TOPPED WITH A BOLT -LOCKING LID MARKED "STORM" OR "DRAIN" SHALL BE LOCATED AT THE PROPERTY LINE OR AT THE POINT OF CONNECTION OF A PRIVATE STORM DRAINAGE CONVEYANCE SYSTEM PER THE CITY STANDARD PLAN 227.00. 21. ALL STORM SYSTEM EXTENSIONS SHALL BE STAKED FOR LINE AND GRADE BY A SURVEYOR LICENSED IN WASHINGTON STATE, AND CUT SHEETS SHALL BE PROVIDED TO THE CITY PRIOR TO CONSTRUCTION. 22. ALL NEWLY -INSTALLED AND NEWLY -REHABILITATED (PUBLIC AND PRIVATE) STORM CONVEYANCE SYSTEMS SHALL BE INSPECTED BY MEANS OF REMOTE CCTV ACCORDING TO THE CITY STANDARD PLAN 266.00. CCTV INSPECTIONS AND REPORTS SHALL BE SUBMITTED TO THE CITY PRIOR TO RECEIVING APPROVAL TO INSTALL PROJECT CURBS, GUTTERS AND10R PAVEMENT. 23. ALL STORM SYSTEMS AND CONNECTIONS TO EXISTING MAINS SHALL BE TESTED IN ACCORDANCE WITH SECTION 7-04.3(1) OF THE WSDOT STANDARD SPECIFICATIONS AND IN THE PRESENCE OF A REPRESENTATIVE OF THE CITY. STORM DRAIN STUBS SHALL BE TESTED FOR ACCEPTANCE AT THE SAME TIME THE MAIN STORM IS TESTED. 24. FOR ALL DISTURBED PERVIOUS AREAS (COMPACTED, GRADED, LANDSCAPED, ETC.) OF THE DEVELOPMENT SITE, TO MAINTAIN THE MOISTURE CAPACITY OF THE SOIL EITHER STOCKPILE AND REDISTRIBUTE THE EXISTING DUFF LAYER AND NATIVE TOPSOIL OR AMEND THE SOIL WITH COMPOST IN ACCORDANCE WITH STANDARD PLAN 264,00. 25, ISSUANCE OF THE BUILDING OR CONSTRUCTION PERMITS BY THE CITY DOES NOT RELIEVE THE APPLICANT OF THE CONTINUING LEGAL OBLIGATION AND/OR LIABILITY CONNECTED WITH STORMWATER DISPOSAL. THE CITY DOES NOT ACCEPT ANY OBLIGATION FOR THE PROPER FUNCTIONING AND MAINTENANCE OF THE STORM SYSTEM PROVIDED DURING CONSTRUCTION. 26. ADEQUATE SAFEGUARDS, SAFETY DEVICES, PROTECTIVE EQUIPMENT, FLAGGERS, AND ANY OTHER ACTIONS NEEDED TO PROTECT THE LIFE, HEALTH, AND SAFETY OF THE PUBLIC, AND TO PROTECT PROPERTY IN CONNECTION WITH THE PERFORMANCE OF WORK SHALL BE PROVIDED. ANY WORK WITHIN THE TRAVELED RIGHT-OF-WAY THAT MAY INTERRUPT NORMAL TRAFFIC FLOW SHALL REQUIRE A TRAFFIC CONTROL PLAN APPROVED BY THE CITY. ALL SECTIONS OF THE WSDOT STANDARD SPECIFICATIONS 1-10 TEMPORARY TRAFFIC CONTROL SHALL APPLY. 27. PROJECTS LOCATED WITHIN THE CITY'S AQUIFER PROTECTION AREA (APA) SHALL COMPLY WITH SPECIAL REQUIREMENT #6 OF THE RENTON SWDM AND AQUIFER PROTECTION REGULATIONS (RMC 4-3-050). 28, PLACEMENT OF SURFACE APPURTENANCES (CATCH BASIN/MANHOLE LIDS, CLEANOUTS, INLETS, ETC.) IN THE STREET TRAVEL LANE WHEEL PATH, INTERSECTIONS OF STREET TRAVEL LANES, BIKE LANES, SIDEWALKS, AND CROSSWALKS SHALL BE AVOIDED WHENEVER POSSIBLE, ANY SURFACE APPURTENANCE PLACED IN A SIDEWALK OR CROSSWALK SHALL BE FITTED WITH A NON -SLIP OR NON-SKID LID PER ADA REQUIREMENTS. 29. CLEARLY LABEL PUBLIC AND PRIVATE SYSTEMS ON THE PLANS. PRIVATE SYSTEMS SHALL BE MAINTAINED BY THE APPLICANT. 30, MINIMUM COVER OVER STORM DRAINAGE PIPE SHALL CONFORM TO TABLE 4.2.1.A2 OF THE RENTON SWDM. 31. CONSTRUCTED PERMEABLE PAVEMENT SHALL BE PERMEABLE ENOUGH TO ABSORB WATER AT A MINIMUM RATE OF 20 INCHES PER HOUR IMMEDIATELY AFTER THE PAVEMENT SURFACE HAS BEEN WETTED CONTINUOUSLY FOR AT LEAST 10 MINUTES. COMPLIANCE WITH THIS MINIMUM RATE SHALL BE CHECKED PRIOR TO CONSTRUCTION APPROVAL OF THE PAVEMENT. COMPLIANCE MAY BE CHECKED USING A SIMPLE BUCKET TEST IN WHICH 5 GALLONS OF WATER IS POURED ONTO THE PAVEMENT SURFACE ALL AT ONCE. IF ONLY A MINOR AMOUNT OF WATER PONDS OR RUNS OFF THE SURFACE THEN THE PAVEMENT IS CONSIDERED TO MEET THE MINIMUM RATE OF ABSORPTION. AT LEAST ONE TEST SHALL BE CONDUCTED PER 1,000 SQUARE FEET OF PERMEABLE PAVEMENT. IF THIS TEST IS NOT CONCLUSIVE, THEN ANOTHER TEST PER ASTM C1701 SHALL BE CONDUCTED. FOR LARGE AREAS (E.G., PARKING AREAS), TESTING OBSERVATION MAY BE ACCOMPLISHED WHILE WALKING BEHIND A SLOWLY MOVING WATER TRUCK DISCHARGING WATER AT A RATE SIMILAR TO THE BUCKET TEST. PERMEABLE PAVERS SHALL BE TESTED USING ASTM C1781. UNLESS OTHERWISE NOTED, DRAWING 15 NOTTO SCALE (NTS) STD. PLAN - 267.10 ..�• PUBLIC WORKS SURFACE WATER STANDARD PLAN 4Bedby: `I] DEPARTMENT /13/2020 NOTES (2 OF 2) Aartin Pastuch DATE 698QrI FD98B4.4®D... MEM 7/15/21 HHH EN R SPRAGUE P.L.S. � AS NOTED MEM 2/15/22 HHH gym, HOLLI HEAkRIN MEM 4/11/22 HHH MEM 4/28/22 HHH Dw' MAR MOORS ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE A` COWNGL1 CHECKED HOLLI HEA kRIN BY DATE APPR wil"Rofin: HOLLI H. HEA I/RIN P.E. I)IORMWAL: "" WD I /1i1991 Alf�� DATUM 1��PF :45 AN 8:48 u 0 C= FLOW ; LL a z O O OUTFALL TO STREAM DUMP NO POLLUTANTS I I I 112" BOLT -DOWN SLOT, SEE DETAIL AND 3I4" NOTE 1 AI 1 1!14" 1 I � I I I I I I BOLT -DOWN SLOT DETAIL SEE NOTE 1 _ _ _ - TOP m 3/8" RECESSED LETTERING 24" 1 r4EQUALSPACES-j r 4 EQUAL SPACES -1 1 618" MAX. SECTION A SECTION B NOTES: 1. BOLT -DOWN CAPABILITY IS REQUIRED ON ALL FRAMES, GRATES, AND COVERS, UNLESS OTHERWISE SPECIFIED. PROVIDE TWO HOLES IN THE FRAME THAT ARE VERTICALLY ALIGNED WITH THE GRATE OR COVER SLOTS. THE FRAME SHALL ACCEPT THE 5/8"-11 NC x 2" ALLEN HEAD CAP SCREW BY BEING TAPPED, OR OTHER APPROVED MECHANISM. LOCATION OF BOLT -DOWN HOLES VARIES BY MANUFACTURER. 2. REFER TO STANDARD SPECIFICATION 9-05.15(2) FOR ADDITIONAL REQUIREMENTS. 3. USE ONLY IN SAGS ON VERTICAL CURVES. 4. FOR FRAME DETAILS, SEE STANDARD PLAN 204,00. UNLESS OTHERWISE NOTED, DRAWING IS NOTTO SCALE (NTS) STD. PLAN - 204.30 ,o PUBLIC WORKS RECTANGULAR BI-DIRECTIONAL 4R DEPARTMENT VANED GRATE GAZ 9/28/2018 1 r„blmw•rw ndmi"i,veror DATE CITY OF RENTON Planning/Building/Public Works Dept. :45 AN pK INS000f"* \,• •"9syH CIVIL ENGINEERING o"�� LANDSCAPE ARCHITECTURE =.z PLANNING N SURVEYI G 99 DESIGN JV 12100 NE 195th St, Suite 300 Bothell, Washington 98017 425.885.781 4/28/22 R-417950 IN COMPLIANCE WITH CITY OF RENTON STANDARDS DEVELOPMENT ENGINEERING msippo 05/10/2022 CANOPY 4196 L/NCOLNAVENE, RENTON, WA 98056 STORM DRAINA GE STANDARD DETAILS M O O N 1 v N N O 11 \/ V M O O O 4128122 Q DRAWING NO: C4.37 SHEET. OF: 50 107 O Q o TREE RETENTION CALCULATIONS TOTAL NUMBER OF TREES OVER 6" DIAMETER, OR ALDER OR COTTONWOOD TREES 375 AT LEAST 8" IN DIAMETER ON PROJECT SITE: DEDUCTIONS: CERTAIN TREES ARE EXCLUDED FROM THE RETENTION CALCULATION: TREES THAT ARE DEAD, DISEASED, OR DANGEROUS IN BUILDABLE AREA: 68 TREES IN PROPOSED PUBLIC STREETS 54 TREES IN CRITICAL AREAS AND BUFFERS 51 TOTAL NUMBER OF EXCLUDED TREES: 173 375 EXISTING TREES - 173 EXCLUDED TREES = 202 TREES IN BUILDABLE AREA 202 TREES * 30% RETENTION REQUIRED: 61 TREES TOTAL NUMBER OF TREES REQUIRED TO BE RETAINED: 61 TOTAL NUMBER OF TREES PROPOSED TO BE RETAINED 40 (TRACT G- 17 TREES, TRACT C- 21 TREES, TRACT A- 2 TREES) TOTAL NUMBER OF REQUIRED REPLACEMENT TREES: 21 12 INCHES * 21 REPLACEMENT TREES : 252 INCHES 252 INCHES/ 2 INCH CALIPER REPLACEMENT TREES: 126 REQUIRED REPLACEMENT TREES DI III F)INIC CETDAr`I/ LEGEND 91 TREE IN ROW TO BE REMOVED (TYP.) OFFSITE TREE WITH CRZ TO BE RETAINED OFFSITE TREE WITH CRZ TO BE REMOVED UNDERGROUND LOCATOR SERVICE CALL BEFORE YOU DIG/ 811 �r �rrmrimrma�a �r�r.�rr �r�rvirvrr�iu� TREE IN NGPA AREA TO BE REMOVED (TYP.) (DUE TO BEING A HAZARD OR IN ROAD ROW) OFFSITE TREE TREE TO BE REMOVED TREE TO BE RETAINED CRITICAL AREA TREE BUILDING SETBACK STEEP SLOPE BOUNDARY TREE TO REMAIN /I\RITICALAREA (TYP.) 4IN • 6; 7 / / 14 SCALE: 0 25 PROPERTY LINE STREAM/WETLAND AND STEEP SLOPE BUFFER PROPOSED PUBLIC STREET/RIGHT-OF-WAY PROTECTION FENCING 50 100 DETAIL: TREE PROTECTION FENCING NOT TO SCALE DRIPLINE METHOD PROTECTION MEASURES DURING CONSTRUCTION: PROTECTION MEASURES IN THIS SUBSECTION SHALL APPLY FOR ALL TREES THAT ARE TO BE RETAINED ON SITEAND OFFSITE. OFFSITE TREES CONTAINING DRIP LINES THAT ENCROACH ONTO THE SITE UNDER CONSTRUCTION SHALL BE CONSIDERED PROTECTED TREES UNLESS IT IS DETERMINED THE ABUTTING PROPERTY OWNER IS IN COMPLIANCE WITH SUBSECTION C OF THIS SECTION, ALLOWED TREE REMOVAL ACTIVITIES. ALL OF THE FOLLOWING TREE PROTECTION MEASURES SHALL APPLY: A. CONSTRUCTION STORAGE PROHIBITED: THE APPLICANT MAY NOT FILL, EXCAVATE, STACK OR STORE ANY EQUIPMENT, DISPOSE OF ANY MATERIALS, SUPPLIES OR FLUIDS, OPERATE ANY EQUIPMENT, INSTALL IMPERVIOUS SURFACES, OR COMPACT THE EARTH IN ANY WAY WITHIN THE AREA DEFINED BY THE DRIP LINE OF ANY TREE TO BE RETAINED. B. FENCED PROTECTION AREA REQUIRED: PRIOR TO DEVELOPMENT ACTIVITIES THE APPLICANT SHALL ERECT AND MAINTAIN SIX-FOOT (6) HIGH CHAIN LINK TEMPORARY CONSTRUCTION FENCING AROUND THE CRITICAL ROOT ZONE OF ALL RETAINED TREES OR AT A DISTANCE SURROUNDING THETREE EQUAL TO ONE AND ONE -QUARTER FEET (1-1/4') FOR EVERY ONE INCH (1") OF TRUNK CALIPER, WHICEVER4 IS GREATER, OR ALONG THE PERIMETER OF A TREE PROTECTION TRACT. PLACARDS SHALL BE PLACED ON FENCING EVERY FIFTY FEET (50') INDICATING THE WORDS, "NO TRESPASSING- PROTECTED TREES", OR ON EACH SIDE OF THE FENCING IF LESS THAN FIFTY FEET (50') . SITE ACCESS TO INDIVIDUALLY PROTECTED TREES OR GROUPS OF TREES SHALL BE FENCED AND SIGNED. INDIVIDUAL TREES SHALL BE FENCED ON FOUR (4) SIDES. IN ADDITION, THE APPLICANT SHALL PROVIDE SUPERVISION WHENEVER EQUIPMENT TOR TRUCKS ARE MOVING NEAR TREES. C. PROTECTION FROM GRADE CHANGES: IF THE GRADE LEVEL ADJOINING TOATREE TOBE RETAINED IS TO BE RAISED, THE APPLICANT SHALL CONSTRUCT A DRY ROCK WALL OR ROCK WELL AROUND THE TREE. THE DIAMETER OF THIS WALL OR WELL MUST BE EQUAL TO THE TREES DRIP LINE. D. IMPERVIOUS SURFACES PROHIBITED WITHIN THE DRIP LINE: THE APPLICANT MAY NOT INSTALL IMPERVIOUS SURFACE MATERIAL WITHIN THE AREA DEFINED BY THE DRIP LINE OF ANY TREE TO BE RETAINED, UNLESS OTHERWISE APPROVED BY THE CITY (ORD. 5958, 12-9-2019) E. RESTRICTION ON GRADING WITHIN THE DRIP LINES OF RETAINED TREES: THE GRADE LEVEL AROUND ANYTREE TO BE RETAINED MAY NOT BE LOWERED WITHIN THE GREATER OF THE FOLLOWING AREAS: (I) THE AREA DEFINED BYTHE DRIP LINE OF THE TREE, OR (II) AN AREA AROUND THE TREE EQUALTO ONE AND ONE-HALF (1-1/2') IN DIAMETER FOR EACH ONE INCH (1") OF TREE CALIPER. A LARGER TREE PROTECTION ZONE BASED ON THE TREE SIZE, SPECIES, SOIL, OR OTHER CONDITIONS MAY BE REQUIRED. (ORD. 5676, 12-3-2012) F. MULCH LAYER REQUIRED: ALL AREAS WITHIN THE REQUIRED FENCING SHALL BE COVERED COMPLETELY AND EVENLY WITH A MINIMUM OF THREE INCHES (3") OF BARK MULCH PRIOR TO INSTALLATION OF THE PROTECTIVE FENCING. EXCEPTIONS MAY BE APPROVED IF THE MULCH WILLADVERSELY AFFECT PROTECTED GROUND COVER PLANTS. (ORD. 5676, 12-3-2012) G. MONITORING REQUIRED DURING CONSTRUCTION: THEAPPLICANT SHALL RETAIN A CERTIFIED ARBORIST OR LICENSED LANDSCAPE ARCHITECT TO ENSURE TREES ARE PROTECTED FROM DEVELOPMENT ACTIVITIES AND/OR TO PRUNE BRANCHES AND ROOTS, FERTILIZER, AND WATER AS APPROPRIATE FOR ANY TREES AND GROUND COVER THAT ARE TO BE RETAINED. H. ALTERNATIVE PROTECTION: ALTERNATIVE SAFECUARDS MAY BE USED IF DETERMINED TO PROVIDE EQUAL OR GREATER TREE PROTECTION. (ORD. 5676, 12-3-2012, ORD. 5841-6-12-2017) NOTES • FOR MORE DETAILED INFORMATION REGARDING THE TREES, PLEASE SEE ARBORIST REPORT BY WASHINGTON FORESTRY CONSULTANTS, INC. • DEAD TREES ARE NOT SHOWN ON THIS PLAN. PLEASE, SEETHE ARBORIST REPORT FOR REFERENCE. WASH�N°� CIVIL ENGINEERING P ENNEr °�o�� 02 LANDSCAPE ARCHITECTURE PLANNING DESIGN SURVEYING 2 a � ° C 12100 NE 195th St Suite 300 Bothell Washington 98017 425.885.7877 9 % 0 TFND �1� I NNDSC R-41 I 95 1AP�P�G IN COMPLIANCE WITH CITY OF RENTON STANDARDS CURRENT PLANNING !,* DEVELOPMENT ENGINEERING MHerrera 05/10/2022 msippo 05/10/2022 1 REVISED PER CITY COMMENTS MEM 7/15/21 HHH GLEl1/lV R. SPRAGUE PLS. SCALE: AS NOTED HORIZONTAL: DAD DATUM C C TY OI RENTON P ann�ng/Buiding/Pub ic Works Dept. CANOPY 4196E/NCOLNAI/ENE, RENTON, WA 98056 TREE RETENTIONPLA/ / DATE: 4/„/L 2 REVISED PER CITY COMMENTS MEM 2/15/22 HHH DESIGNED: SHAHLA HOWEE 3 REVISED PER CITY COMMENTS MEM 4/11/22 HHH FIELDBGGK: PAGE: DRAWN: DAIVIVY I/ILLACRAIVA ONE INCH0 DRAWING NO: L1.01 CHECKED: EEDSEY SOLORlO AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY NO. R EVI S O N BY DATE AP P R APPROVED: L 1AA)SEY R SOL OR/0 P. L. A SHEET: OF: 63 107 PC A bb_ O Q 0 Z Q SCALE: 1" = 50' 0 25 50 100 UNDERGROUND LOCATOR SERVICE CALL BEFORE YOU DIG/ 811 TOTAL PROPOSED ON SITE REPLACEMENT TREES: 1 REVISED PER CITY COMMENTS MEM 7/15/21 HHH SURVEYED: SCALE: GLEIVH R SERA CUE AL.S HORIZONTAL:NADV198988 199 2 REVISED PER CITY COMMENTS MEM 2/15/22 HHH AS NOTED DESIGNED: SHAHLA HOWEIV 3 REVISED PER CITY COMMENTS MEM 4/1 1/22 HHH DRAWN: DAIVIVY I/ILLAGRAIVA ONE INCH DATUM CHECKED: AT FULL SCALE LIEDSEY SOLORIO IF NOT ONE INCH NO. REVISION BY DATE AP P R APPROVED: SCALE ACCORDINGLY ,E DVDSEY R. SOL 0R/0 P. L A 318 C TY OF PEETOE Rcnning/Building/Public Works Dept. LATIONS PER LOT ) SIGNIFICANT TREES FOR EVERY FIVE TARE ROUNDED UP TO 5,000 SQ. FT. -S, (1 TREE ON EACH LOT) iONTHE LOT � (2 OR MORE TREES ON EACH LOT) -S CIVIL ENGINEERING LANDSCAPE ARCHITECTURE PLANNING SURVEYING Bothell, Washington 98017 425.885.7877 R-417952 IN COMPLIANCE WITH CITY OF RENTON STANDARDS CURRENT PLANNING ., MHerrera 05/10/2022 DEVELOPMENT ENGINEERING msippo 05/10/2022 CANOPY 4196 L/NCOLNAVENE, RENTON, WA 98056 TREE DENS/TYEXH/B/T DATE: 4TT11122 FIELDBOOK: PAGE: DRAWING NO: L1.02 SHEET: OF: 64 107 N N O Zs V PC '1 O Z Q O Q Q cQi 4qh LLJ — SS Q (r Ln mUj f �� NOTES 1. EXCEPT FOR CRITICAL AREAS, ALL PORTIONS OF THE DISTURBED DEVELOPMENT AREA NOT COVERED BY STRUCTURES, REQUIRED PARKING ACCESS, CIRCULATION OR SERVICE AREAS, WILL BE LANDSCAPED WITH NATIVE, DROUGHT -RESISTANT VEGETATIVE COVER. 2. HEIGHT OF PROPOSED BUILDINGS OUTLINED IN ARCHITECTURAL PLAN. 3. FOR LANDSCAPE AREAS THAT ARE UNDERLAIN BY ALDERWOOD SANDY LOAM THE NATIVE MATERIAL SHOULD BE SCARIFIED TO A DEPTH OF 18 INCHES WITHIN THE LANDSCAPE AREA TO ALLOW FOR ROOT GROWTH AND IMPROVE DRAINAGE AROUND TREES. THE LANDSCAPE CONTRACTOR SHOULD BE CAUTIOUS NOT TO SCARIFY MATERIAL OUTSIDE OF THE LANDSCAPE AREA. SEE GEOTECH REPORT FOR FURTHER DETAILS. CN 111[01W_I 7y_\ fflI10G _1»_MK011011910 y,10101M1 II.YI[•P3► 100111 o _ / \ ss s SS ss ss 210— A A _ _ i \ _ SS — Ss — SS _ ss SS )�I\w \�� \ _— \ _ — YTJ \ \EFFA rF,— � a ° R o, ° ,a a A _ 4 ACC B v F —SPAC' .x — — / TRACT F / — — —_ (OPEN SPACE) e 4 . cn j TR.4 ss SS LINCOLN E NE b.l N WW�IIN� SCALE: 1" = 50' 0 25 50 100 UNDERGROUND LOCATOR SERVICE CALL BEFORE YOU DIG/ 811 — L cn —L,4\ \ \\ \ \\\\\\\ \ \�\ — r \\\ \ Uj v —TRACT v v v y v v A v v w \\ 1 EN SP CEO \ \ V A \ \ \ \ \ V A A \ � — \ S Ss FEE ss 1 REVISED PER CITY COMMENTS 2 REVISED PER CITY COMMENTS 3 REVISED PER CITY COMMENTS NO. REVISION wA NiN� ACIVIL ENGINEERING P gENNErr� o N N O VA Q zS V N M 0 R 1 10� 2 LANDSCAPE ARCHITECTURE - 0 c PLANNING DESIGN SURVEYING w° A 12100 NE 195th St Suite 300 Bothell Washington 98017 425.885.7877 9 S S�FkP 04�R I R4 1 l% �./Q 53 �\HNDSCAP�P�G IN COMPLIANCE WITH CITY OF RENTON STANDARDS CURRENT PLANNING % DEVELOPMENT ENGINEERING MHerrera 05/10/2022 msippo 05/10/2022 O Z MEM 7/1 5/21 HHH /� SURVEYED: /� SCALE: VERTIC88 DATE: ,/ 9 9 VLEIVIV R, SERA CUE AL HORIZONTALS DAD 1198DAVID �3/1991 CANOPY ATT/112 MEM 2/ 15/22 HHH DESIGNED: % S NOTED C T Y O MEM 4/ 1 1 /2 2 HHH SHAHL A HOWEN 4196 L/NCOLNA I/E NE, RENTON, WA 98056 FI ELDBGGK: DRAWN: RENTON /�\�� PAGE: DAEEY I/ILLACRAIVA ONE INCH SOIL D/VERS// / P"A' DRAWING NO: DATUM CHECKED: I AT FULL SCALE Planning/Building/Public Works Dept. NNDSEY 50LOSIO IF NOT ONE INCH L1.03 BY DATE APPR APPROVED: SCALE ACCORDINGLY SHEET: OF: L IAIDSEY 5. SOL ONTO P. L A 1 65 107 ------------ SCALE: 1" = 50' 0 25 50 100 TR.-,�' P�,SP. VE NEI' L. m"..ELM I N \\ \ \ \ \ \SI \FICA TTREE\REMAIN (TAP.)\ CRII`fCAL AREA THEE TO RBfv1AIN (TYP. a \ \ \ \ \ \ \ \ \ F�ACT;,;— \TLAND B\NDAR\TYP.) OPEN SP A / SS Mimi SHEET L2.04 \SS\ \ � \ SS TLT FEE\ \ _SS \� SHEET L2.02 ; •-- - ----- --- -------------���--f f- ---_- -.o \ \ 4 NOTES LANDSCAPE ANALYSIS, LOT COVERAGE, AND PARKING ANALYSIS STREET TREE CALCULATIONS 1.) EXCEPT FOR CRITICAL AREAS, ALL PORTIONS OF THE DISTURBED TOTAL SQUARE FOOTAGE OF THE SITE AND THE FOOTPRINTS OF ALL BUILDINGS: LESS THAN 50% PROPOSED (1) STREET TREE REQUIRED PER ADDRESS: DEVELOPMENT AREA NOT COVERED BY STRUCTURES, REQUIRED PARKING TOTAL SQUARE FOOTAGE OF EXISTING AND PROPOSED IMPERVIOUS SURFACE AREA(S): 41% PROPOSED ACCESS, CIRCULATION OR SERVICE AREAS, WILL BE LANDSCAPED WITH NATIVE, SQUARE FOOTAGE (BY FLOOR AND OVERALL TOTAL) OF EACH INDIVIDUAL BUILDING AND/OR USE SEE PLAN ABOVE UNITS/ADDRESSES 55 DROUGHT -RESISTANT VEGETATIVE COVER. PERCENTAGE OF LOT COVERED BY BUILDINGS OR STRUCTURES LESS THAN 50% PROPOSED 2.) HEIGHT OF PROPOSED BUILDINGS OUTLINED IN 'ARCHITECTURAL STREET TREES PROPOSED 72 TOTAL ELEVATIONS' PARKING SPACES PROVIDED: 55 STREET TREES IN R.O.W. FOR ROAD A 2 CAR GARAGE 110 = 55 UNITS * 2 SPACES PER UNIT 6 STREET TREES IN LOTS 1-6 TOTAL 110 MIN. SPACES 8 STREET TREES IN R.O.W. LINCOLN AVE. 3 STREET TREES IN R.O.W. N.E. 40TH ST. UNDERGROUND LOCATOR SERVICE CALL BEFORE YOU DIG/ \% VHF wASy�\ CIVIL ENGINEERING �x\\_ogENNETT'0 °2 LANDSCAPE ARCHITECTURE PLANNING DESIGN SURVEYING 3 1° C 12100 NE 195th St Suite 300 Bothell Washington F / �ND " R-417954ton 98017 425.885.7877 ���qN\CAP�P�G IN COMPLIANCE WITH CITY OF RENTON STANDARDS CURRENT PLANNING 27 DEVELOPMENT ENGINEERING MHerrera 05/10/2022 msippo 05/10/2022 1 REVISED PER CITY COMMENTS MEM 7D5/21 HHH GLEl1/lV R. SPR\UE PLS. SCALE: AS NOTED HORIZONTAL: DAD DATUM C C TY O R E V T 0 V Planning/Building/Public Works Dept. CA/VOPY 4196E/NCOLNAI/ENE,RENTON, WA98056 COMPOSITE STREETSCAPE PLAN DATE: 4\\L 2 REVISED PER CITY COMMENTS MEM 2/15/22 HHH DESIGNED: \\\ B\\ 3 REVISED PER CITY COMMENTS MEM 4/11/22 HHH FELDBGGH. PAGE: DRAWN: RARRK I/ILLACRAIVA ONE INCH DRAWING NO: L2.01 CHECKED: LIEDSEY SC\Sl0 AT FULL SCALE F NOT ONE NC" SCALE ACCORDINGLY NO. R EVI S O N BY DATE AP P R APPROVED: L 1l1/\\ R AL CRIO P. L A SHEET: OF: 66 107 N N O V O Q 0,77 SEESHEET L2.03 — / � x y x A\< -ar\n`rr <`vro/�' � \ \ \a � •— \\ \ i \�ia /,y�� yCv ��n n b � .° � 1 wu • � � • + ` VFW / � N l'� \Y� ``�4\ ? x o 604+ SF 2,561± SF SF 2,68 A x ~ r\ �,n r r; i � a ° a p q ❑ a p a ° � \��� a 50 — S \ \ / n� v It \ TRACT i VP. SPA V y + + P \ \ 25,51 224�6+ SF 0 °LF —r \ — / ..k"Cx\\ ,� y�K''`w� v �,\K` "�� : � nor � V b� \ \\ � 1► i y \r- \ (ACCESS x � � H �ti'x ��\fir x lTi�c\ �• p � � O \ / `� = NN I l I' a a a rRacrH R > o ';= _ s„ > vn� AnSM y OV a To a a a \ a 6 9 a J ��r �. �• P � •. ate. a.l} ii I \ i i b o J 7 Ss — _\ �Sf�CV[WEO \ p , ; =' °� \ s h � 4 J � — P a s N CE y SS _ a / ! •• �� P u SS _ o \ N M CRITICAL AREA BUFFER (TYP.) O 0 I SIGNIFICANT TREE TO REMAIN (TYP.) CRITICAL AREA TREE TO BE RETAINED (TYP.) WETLAND BOUNDARY (TYP.) SCALE: 1 ' = 20' 0 10 20 40 O J J J p•b. 11-10011 CIVIL ENGINEERING 1 ; \ °%\ 'S5 = ROW 3 _ \ ° �o�° JOo� LANDSCAPE ARCHITECTURE J J J J J J J J J J J O I \ \\� F 4,296 \ \\ \ �', � PLANNING \ \ SURVEYING _ I _ \ � � DESIGN ss— S SS = \ LIN AVE NE v DECORATIVE STAMPED CONCRETE PEDESTRIAN CONNECTION AND TRAFFIC CALMING FEATURE. SEE SHEET L2.33 & CIVIL SHEETS FOR DETAILS UNDERGROUND LOCATOR SERVICE CALL BEFORE YOU DIG/ 811 / STREET TREE (TYP.) 1 REVISED PER CITY COMMENTS 2 REVISED PER CITY COMMENTS 3 REVISED PER CITY COMMENTS NO. REVISION SHRUB (TYP.) ` GROUND COVER (TYP.) I STREET LIGHT (TYP.) — ROOT BARRIER (TYP.) MEM 7/1 5/21 HHH SURVEYED: SCALE: VERTICAL: GLEIVIV R SERA CUE P.LS L AD 1 , 3/1 MEM / \� HHH AS NOTED HORIZONTAL: NAD s83�, 991 O T Y OF 2 15 DESIGNED: MEM 4/1 \22 HHH SHAHLA BOWEN � \ \ \ \\ \ DRAWN: DABBY VILACRAIVAONE INCH DATUM CHECKED: AT FULL SCALE Planning/Building/Public Works Dept. NNDSEY 50�ORIO IF NOT ONE ,NCH BY DATE AP PR APPROVED: SCALE ACCORDINGLY / INDSEY B. S(A 0R/0 P. L A 12100 NE 195th St Suite 300 Bothell Washington 98017 425.885.7877 gNoSc R-417955 IN COMPLIANCE WITH CITY OF RENTON STANDARDS CURRENT PLANNING %DEVELOPMENT ENGINEERING MHerrera 05/10/2022 msippo 05/10/2022 O CANOPY DATE \1\L QV 4196 L/NCOLNAVE NE, RENTON, WA 98056 FIELDBOOK: PAGE: STREETSCAPE PLAN DRAWING NO: L2.02 SHEET: OF: 67 107 O Q SEESHEET L2.02 UNDERGROUND LOCATOR SERVICE CALL BEFORE YOU DIG/ 811 1 REVISED PER CITY COMMENTS MEM 7/15/21 HHH SURVEYED: SCALE: VERTIC:188 ALENN R SERA CUE P. L. S HOR ZONTAL NADVD 989 109 2 REVISED PER CITY COMMENTS MEM 2/15/22 HHH DESIGNEDAS NOTED 3 REVISED PER CITY COMMENTS MEM 4/11/22 HHH SHAHLA HOWEIV DRAWN: DAIVIVY I/ILLAGRAIVA ONE INCH DATUM CHECKED: q� AT FULL SCALE NAVDSEY SOLORIO IF NOT ONE INCH NO. REVISION BY DATE AP P R APPROVED: SCALE ACCORDINGLY L INOSEY R. SOL 0R/0 P. L A C TY OF PEETOE Rcnning/Building/Public Works Dept. SIGNIFICANT TREE TO REMAIN (TYP.) CRITICAL AREA BUFFER (TYP.) BUILDING SETBACK LINE (TYP.) ROOT BARRIER (TYP.) STREET LIGHT (TYP.) DECORATIVE STAMPED CONCRETE PEDESTRIAN CONNECTION AND TRAFFIC CALMING FEATURE. SEE SHEET L2.33 & CIVIL SHEETS FOR DETAILS STREET TREE (TYP.) SHRUB (TYP.) GROUND COVER (TYP.) BOLLARDS (TYP.) SCALE: 1 ' = 20' 0 10 20 40 WASCIVIL ENGINEERING P ENNE7 �°2ORE LANDSCAPE ARCHITECTURE PLANNING DESIGN SURVEYING P C 12100 NE 195th St Suite 300 Bothell Washington 98017 425.885.7877 R-417956 IN COMPLIANCE WITH CITY OF RENTON STANDARDS CURRENT PLANNING MHerrera 05/10/2022 DEVELOPMENT ENGINEERING msippo 05/10/2022 CANOPY 4196 L/NCOLNAVENE, RENTON, WA 98056 STREETSCAPE PLAN DATE: 4TT11122 FIELDBOOK: PAGE: DRAWING NO: L2.03 SHEET: OF: 63 107 PC A bb- O Z Q O Q i\ 0. N W W SCALE: 1" = 20' 0 10 20 40 UNDERGROUND LOCATOR SERVICE CALL BEFORE YOU DIG/ 811 1 REVISED PER CITY COMMENTS MEM 7/15/21 HHH SURVEYED: SCALE: VERTIC:188 ALENN R SERA CUE P. L. S HOR ZONTAL NADVD 989 109 2 REVISED PER CITY COMMENTS MEM 2/15/22 HHH DESIGNEDAS NOTEO 3 REVISED PER CITY COMMENTS MEM 4/11/22 HHH SHAHLA HOWEIV DRAWN: OAEEY I/ILLAGRAIVA ONE INCH DATUM CHECKED: qAT FULL SCALE NA R)SEY SOLORA) IF NOT ONE INCH NO. REVISION BY DATE AP P R APPROVED: SCALE ACCORDINGLY L INOSEY R. SOL 0R/0 P. L A SEESHEET HEREON C TY OF PEETOE Rcnning/Building/Public Works Dept. aNIFICANT TREE REMAIN (TYP.) ITICAL AREA TREE REMAIN (TYP.) FSITE TREE (TYP.) ITICAL AREA BUFFER RUB (TYP.) DPERTY LINE (TYP.) DT BARRIER (TYP.) PEET TREE (TYP.) OUND COVER (TYP.) PEETO REMAIN CRZ (TYP.) ;ITE TREE TO REMAIN DRIP LINE (TYP.) STREET LIGHT (TYP.) SEESHEET HEREON wASSIN� CIVIL ENGINEERING ENNE7 � �00a LANDSCAPE ARCHITECTURE PLANNING DESIGN SURVEYING /3 ° C 12100 NE 195th St Suite 300 Bothell Washington 98017 425.885.7877 gNo COMP°° RA 17957 IN COMPLIANCE WITH CITY OF RENTON STANDARDS CURRENT PLANNING j0r., MHerrera 05/10/2022 Kj DEVELOPMENT ENGINEERING msippo 05/10/2022 CANOPY 4196 L/NCOLNAVENE, RENTON, WA 98056 STREETSCAPE PLAN DATE: 4TT11122 FIELDBOOK: PAGE: DRAWING NO: L2.04 SHEET: OF: 69 107 M O O N v N N O SIC V PCFAA O Q N N O VA V O Z Q GENERAL LANDSCAPING REQUIREMENTS 1. ALL PORTIONS OF A LOT NOT USED FOR BUILDINGS, FUTURE BUILDINGS, PARKING, STORAGE OR ACCESSORY USES, AND PROPOSED LANDSCAPED AREAS SHALL BE RETAINED IN A "NATIVE" OR PREDEVELOPED STATE OR RESTORED TO SUCH STATE WITH APPROPRIATE ENHANCED PLANTINGS AS DETERMINED BY THE DIRECTOR, PROVIDED, THAT SCHOOLS IN PUBLIC ZONES SHALL NOT BE SUBJECT TO THIS REQUIREMENT. 2. SLOPES IN AREAS THAT HAVE BEEN LANDSCAPED WITH LAWN SHALL GENERALLY BE A THREE -TO -ONE RATIO OR LESS, WIDTH TO HEIGHT (HORIZONTAL TO VERTICAL), TO ASSIST IN MAINTENANCE AND TO ALLOW IRRIGATION SYSTEMS TO FUNCTION EFFICIENTLY. 3. WITH THE EXCEPTION OF LAWN AREAS, NEW LANDSCAPING MATERIALS (I.E., TREES, SHRUBS AND GROUNDCOVER) SHALL CONSIST OF DROUGHT -TOLERANT SPECIES AND STREETSCAPE STREET TREES QTY 9 13 11 14 PLANT SCHEDULE BOTANICAL NAME ACER PSUEDOPLATANUS CARPINUS BETULUS CERCIDIPHYLLUM JAPONICUM FAGUS SYLVATICA COMMON NAME SYCAMORE MAPLE EUROPEAN HORNBEAM KATSURA TREE GREEN BEECH SIZE 2" CAL. MIN. 2" CAL. MIN. 2" CAL. MIN. 2" CAL. MIN. SPACING 50' O.C. OR AS SHOWN 50' O.C. OR AS SHOWN 50' O.C. OR AS SHOWN 50' O.C. OR AS SHOWN PACIFIC NORTHWEST ADAPTIVE VEGETATION. ALL DEVELOPMENTS ARE REQUIRED TO INCLUDE NATIVE PACIFIC NORTHWEST AND DROUGHT -TOLERANT PLANT MATERIALS FOR ALL 6 PERSIAN PARROTIA'VANESSA' PERSIAN IRONWOOD 2" CAL. MIN. 40' O.C. OR AS SHOWN PROJECTS. 4. DECIDUOUS TREES SHALL HAVE CALIPER OF AT LEAST TWO INCHES AT THE TIME OF '0 :To 8 TILIA TOM ENTOSA SILVER LINDEN 2" CAL. MIN. 50' O.C. OR AS SHOWN PLANTING MEASURED FOUR AND ONE-HALF FEET ABOVE THE ROOT BALL OR ROOT. 5. EVERGREEN TREES SHALL BE A MINIMUM SIX FEET IN HEIGHT MEASURED FROM 11 ULMUS X' PIONEER' PIONEER ELM 2" CAL. MIN. 50' O.C. OR AS SHOWN TREETOP TO THE GROUND AT THE TIME OF PLANTING. Q 6. SHRUBS SHALL BEA MINIMUM OF 18 INCHES IN HEIGHT (MEASURED FROM TOP OF TOTAL STREET TREES 72 SHRUB TO THE GROUND) AT THE TIME OF PLANTING. SHRUBS QTY BOTANICAL NAME COMMON NAME SIZE SPACING 7. GROUNDCOVER SHALL BE PLANTED AND SPACED TO RESULT IN TOTAL COVERAGE OF A rll LANDSCAPED AREA WITHIN THREE YEARS OF PLANTING. tom) 112 ABELIA X GRANDIFLORA 'KALEIDOSCOPE' KALEIDOSCOPE ABELIA 2 GAL. 3' O.C. 8. AREAS PLANTED WITH GRASS/LAWN SHALL: 162 BERBERISTHUNBERGII 'CRIRUZAM' CRIMSON RUBY JAPANESE BARBERRY 2GAL. 2.5' O.C. a. CONSTITUTE NO MORE THAN 40 PERCENT OF LANDSCAPED AREAS; PROVIDED, THERE SHALL BE AN EXCEPTION FOR BIOFILTRATION SWALES, EXCEPT FOR SCHOOLS IN PUBLIC ZONES, AND 27 BUXUS SEMPERVIRENS 'SUFFRUTICOSA' TRUE DWARF BOXWOOD 5 GAL/18"HT. MIN. 3' O.C. b. BEA MINIMUM OF FIVE FEET WIDE AT THE SMALLEST DIMENSION. 68 CERASTIUM TOMENTOSUM SNOW IN SUMMER 1 GAL 1. 5' O.C. 10. GRASS AND REQUIRED LANDSCAPING AREAS SHALL CONTAIN AT LEAST TWO AND ONE-HALF INCHES OF COMPOST OR IMPORTED TOPSOIL WITH FIVE TO 10 PERCENT SOIL 19 ERICA CARNEA 'VIVELLII' HEATH 2 GAL/15" HT. MIN. 2' O.C. ORGANIC MATTER CONTENT. 11. EXISTING CLAY OR SANDY SOILS WHERE LANDSCAPING IS TO BE INSTALLED SHALL BE AUGMENTED WITH AN ORGANIC SUPPLEMENT. 30 EUONYMUS COLORATUS PURPLE WINTERCREEPER 1 GAL. 2.5' O.C. 12. LANDSCAPE AREAS SHALL BE COVERED WITH AT LEAST THREE INCHES OF MULCH 19 EUONYMUS FORTUNEI 'EMERALD GAIETY' TM EMERALD GAIETY WINTERCREEPER 2 GAL. 2.5' O.C. TO MINIMIZE EVAPORATION. 13. MULCH SHALL BE USED IN CONJUNCTION WITH LANDSCAPING IN ALL PLANTING 19 EUONYMUS FORTUNEI 'EMERALD ' N GOLD' EMERALD ' N GOLD WINTERCREEPER 2 GAL. 4' O.C. AREAS TO ASSIST VEGETATIVE GROWTH AND MAINTENANCE OR TO VISUALLY COMPLEMENT PLANT MATERIAL, EXCEPT THAT UNDISTURBED NATIVE VEGETATION NEED NOT BE MULCHED. NONVEGETATIVE MATERIAL SHALL NOT BEAN ALLOWABLE SUBSTITUTE FOR PLANT 30 KALMIA LATIFOLIA 'MINUET' MINUET MOUNTAIN LAUREL 2 GAL./12" HT. 2.5' O.C. MATERIAL. 14. LANDSCAPING AND FENCING SHALL NOT VIOLATE THE SIGHT DISTANCE SAFETY 80 LAVANDULA ANGUSTIFOLIA ' HIDCOTE' HIDCOTE LAVENDER 2 GAL./12" HT. 2' O.C. REQUIREMENTS AT STREET INTERSECTIONS AND POINTS OF INGRESS/EGRESS FOR THE DEVELOPMENT. 0 2 NANDINA DOMESTICA ' FIREPOWER' HEAVENLY BAMBOO 2 GAL./12" HT. 3' O.C. 15. ALL TREE TYPES SHALL BE SPACED APPROPRIATELY FOR THE COMPATIBILITY OF THE PLANTING AREA AND THE CANOPY AND ROOT CHARACTERISTICS OF THE TREE. 0 10 NANDINA DOMESTICA SIENNA SUNRISE' HEAVENLY BAMBOO 2 GAL/15" HT. MIN. 4' O.C. 16. FOUNDATION LANDSCAPING IS ENCOURAGED TO MINIMIZE IMPACTS OF THE SCALE, BULK AND HEIGHT OF STRUCTURES. 0 14 PRUNUS LAUROCERASUS 'OTTO LUYKEN' LUYKENS LAUREL 2 GAL./12" HT. 3' O.C. 17. ALL LOADING AREAS SHALL BE FULLY SCREENED FROM PUBLIC RIGHTS -OF -WAY OR NONINDUSTRIAL/MANUFACTURING USES WITH TYPE I LANDSCAPING. 13 SARCOCOCCA HOOKERIANA HUMILIS SWEETBOX 3 GAL./24" HT. MIN. 4' O.C. 18. USE OF PRODUCTS MADE FROM POST -CONSUMER WASTE IS ENCOURAGED WHENEVER POSSIBLE. 55 SPIRAEA JAPONICA 'MAGIC CARPET' MAGIC CARPET SPIREA 5 GAL. / 15" HT. MIN. 4- O.C. 19. WALKWAYS, DECORATIVE PAVING, FOUNTAINS, BENCHES, PICNIC TABLES AND OTHER FEATURES OR AMENITIES ARE ENCOURAGED IN LANDSCAPING AREAS. THESE 1 VIBURNUM TINUS 'COMPACTUM' SPRING BOUQUET VIBURNUM 5 GAL/18"HT. MIN. 5' O.C. FEATURES ARE IN ADDITION TO THE LANDSCAPING REQUIREMENT, NOT IN LIEU OF SUCH REQUIREMENT. 2 YUCCA FILAMENTOSA COLOR GUARD' COLOR GUARD ADAM'S NEEDLE 2 GAL./12" HT. 3' O.C. ORNAMENTAL GRASSES QTY BOTANICAL NAME COMMON NAME SIZE SPACING T54 FESTUCA GLAUCA ' ELIJAH BLUE' ELIJAH BLUE FESCUE 1 GAL. 2.5' O.C. 71 HELICTOTRICHON SEMPERVIRENS BLUE OAT GRASS 1 GAL 2' O.C. 53 MUHLENBERGIA CAPILLARIS ' LENCA' REGAL MIST PINK MUHLY 1 GAL. 3' O.C. + 188 PENNISETUM ALOPECUROIDES LITTLE BUNNY' LITTLE BUNNY FOUNTAIN GRASS 1 GAL 1. 5' O.C. GROUND COVERS QTY BOTANICAL NAME COMMON NAME SIZE SPACING 4,308 ARCTOSTAPHYLOS UVA-URSI KINNIKINNICK 4" POT 24" O.C. i i i 116 CALLUNA VULGARIS 'FIREFLY' FIREFLY HEATHER 1 GAL 24" O.C. 1,545 COTONEASTER DAMMERI BEARBERRY COTONEASTER 4" POT 24" O.C. UNDERGROUND LOCATOR SERVICE CALL BEFORE YOU DIG/ 811 1 REVISED PER CITY COMMENTS 2 REVISED PER CITY COMMENTS 3 REVISED PER CITY COMMENTS NO. I REVISION NEED TO REFER TO CITY APPROVED STREET TREE LIST AS IT RELATES TO SPECIES AND MATURE SIZES. WORK WITH MATT HERRERA ON FINALIZING THE STREET TREE PLANT SCHEDULE. MEM 7/1 5/21 HHH SURVEYED: ALEIVIV R SPRACUE P. L S SCALE: AS EOTEO MEM 2/ 1 5/22 HHH DESIGNED: SHAHLA HOWEE MEM 4/11/22 HHH DRAWN: DAIVIVY VILLACRAIVA ONE INCH CHECKED: LIEDSEY 50�OSIO AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY BY DATE APPR APPROVED: LINDSEY R SOLOR/0 P.LA VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/1991 DATUM PC QF WAS H�N°� CIVIL ENGINEERING P ENNE7 °�°2 LANDSCAPE ARCHITECTURE PLANNING DESIGN SURVEYING ° A, ° C 12100 NE 195th St Suite 300 Bothell Washington 98017 425.885.7877 9 %Q Q S T lNDP. 0 NP R41 I 959 I NNDSCAP�P�G IN COMPLIANCE WITH CITY OF RENTON STANDARDS CURRENT PLANNING DEVELOPMENT ENGINEERING %� MHerrera 05/10/2022 msippo 05/10/2022 O Z C TY OF CANOPY DATE 4TT L Q 4196 L/NCOLNAVE NE, RENTON, WA 98056 FIELDBOOK: RENTON PAGE: STREETSCAPE NOTES DRAWING NO: Planning/Building/Public Works Dept. L2.06 & PLANT SCHEDULE SHEET OF 71 107 N N O VA V O Z Q N N O VA V O Z Q 0 Q UNDERGROUND LOCATOR SERVICE CALL BEFORE YOU DIG/ 811 - Ian niw i�iviv�� SEE SHEET L2.32 SEE SH EET L2.32 1 REVISED PER CITY COMMENTS MEM 7/15/21 HHH SURVEYED: SCALE: VERTIC:188 OLENN R SIDRA CUE P. L• S HOR ZONTAL NADV 1989 199 2 REVISED PER CITY COMMENTS MEM 2/15/22 HHH DESIGNEDAS NOTED 3 REVISED PER CITY COMMENTS MEM 4/11/22 HHH SHAHLA HOVVEIV DRAWN: DAIVIVY I/ILLAGRAIVA ONE INCH DATUM CHECKED: qAT FULL SCALE N10SEY SOLORIO IF NOT ONE INCH NO. REVISION BY DATE AP P R APPROVED: SCALE ACCORDINGLY LINOSEY R. SOL ORlO P. L. A C TY OF PEETOE Rcnning/Building/Public Works Dept. RITICALAREA BUFFER (TYP.) EVERGREEN TREE (TYP.) NATIVE SLOPE REVEGETATION (TYP.) TRAIL W/ TREATED TIMBER STEPS, FIELD FIT SHRUB (TYP.) GROUND COVER (TYP.) 115 11111 101A, . DECORATIVE STAMPED CONCRETE PEDESTRIAN CONNECTION AND TRAFFIC CALMING FEATURE SEE SHEET L2.33 & CIVIL SHEETS FOR DETAILS BOLLARD (TYP.) BENCH (TYP.) SEE SHEET L2.32 PLAY EDGE (TYP.) SEE DEfAILSHEET L2.31 NGINEERED WOOD FIBER SAFEfYSURFACE (TYP.) 3EE SHEET L2.31 LAWN (TYP.) DECIDUOUS TREE (TYP.) _E: 1" = 20' 10 20 40 WASCIVIL ENGINEERING P ENNE7 °� ���0' LANDSCAPE ARCHITECTURE , 0 PLANNING DESIGN SURVEYING LS ° C 12100 NE 195th St Suite 300 Bothell Washington 98017 425.885.7877 �OI R-41 7962 IN COMPLIANCE WITH CITY OF RENTON STANDARDS CURRENT PLANNING ., MHerrera 05/10/2022 DEVELOPMENT ENGINEERING msippo 05/10/2022 CANOPY 4196 L/NCOLNAVENE, RENTON, WA 98056 LANDSCAPE PLAN LOTS 4155 & TRACTS F& B DATE: 4TT11122 FIELDBOOK: PAGE: DRAWING NO: L2.09 SHEET: OF: 72 107 PC A bb- O Z Q 0 Z Q N W6.1 SCALE: 1" = 20' 0 10 20 40 UNDERGROUND LOCATOR SERVICE CALL BEFORE YOU DIG/ 811 SEE SHEET HEREON 1 REVISED PER CITY COMMENTS MEM 7/15/21 HHH SURVEYED: SCALE: VERTIC:188 OLENN R SERA CUE P. L. S HOR ZONTAL NADVD 989 109 2 REVISED PER CITY COMMENTS MEM 2/15/22 HHH DESIGNEDAS NOTED 3 REVISED PER CITY COMMENTS MEM 4/11/22 HHH SHAHLA HOVVEIV DRAWN: DAIVIVY AILLA61'?AEA ONE INCH DATUM CHECKED: q� AT FULL SCALE NAVDSEY SOLOSIO IF NOT ONE INCH NO. REVISION BY DATE AP P R APPROVED: SCALE ACCORDINGLY L INOSEY 5. SOL 0N/0 P. L A C TY OF PEETOE Rcnning/Building/Public Works Dept. CRITICALAREA BUFFER (TYP.) EVERGREEN TREE (TYP.) DECIDUOUS TREE (TYP.) SHRUB (TYP.) GROUND COVER (TYP.) STREET LIGHT (TYP.) NATIVE SLOPE REVEGETATION (TYP.) SEESHEET HEREON I ( L wASSIN� CIVIL ENGINEERING P ENNE7r � �00a LANDSCAPE ARCHITECTURE PLANNING DESIGN SURVEYING ° C 12100 NE 195th St Suite 300 Bothell Washington 98017 425.885.7877 S�°�gNoLxlp R-417963 IN COMPLIANCE WITH CITY OF RENTON STANDARDS CURRENT PLANNING O% DEVELOPMENT ENGINEERING MHerrera 05/10/2022 msippo 05/10/2022 CANOPY 4196 L/NCOLNAVENE, RENTON, WA 98056 LANDSCAPE PLAN LOTS 17-40 DATE: 4TT11122 FIELDBOOK: PAGE: DRAWING NO: L2.10 SHEET: OF: 75 107 N N O V1 IN SIC \. V V PC '1 O Z Q wASSIN� CIVIL ENGINEERING P ENNE7r � �00a LANDSCAPE ARCHITECTURE PLANNING DESIGN SURVEYING ° C 12100 NE 195th St Suite 300 Bothell Washington 98017 425.885.7877 S�°�gNoLxlp R-417963 IN COMPLIANCE WITH CITY OF RENTON STANDARDS CURRENT PLANNING O% DEVELOPMENT ENGINEERING MHerrera 05/10/2022 msippo 05/10/2022 CANOPY 4196 L/NCOLNAVENE, RENTON, WA 98056 LANDSCAPE PLAN LOTS 17-40 DATE: 4TT11122 FIELDBOOK: PAGE: DRAWING NO: L2.10 SHEET: OF: 75 107 N N O V1 IN SIC \. V V PC '1 O Z Q N N O VA V O Z Q Y G \\ - _ � � 11 \ \ • LUG \ • � � a A, A �� �` �� / a r�jq sGUL� \ I ` I� r�� A DECIDUOUS TREE (TYP.) X�� \\/� V T�x T�\�x \FiTr�CD SHRUB (TYP.) M z \ \ \ \\ V `y V STREET LIGHT (TYP.) LT \ x�Y- A I.��%� \FBI b a Q b G i� A i JiYi r' \ Duos a A V ' EVERGREEN TREE (TYP.) k-I \T, AF� \� XFi SLOPE REVEGETATION (TYP.) TABLE (TYP.) _ SEE SHEET L2.32 STREET TREE (TYP.) L-- - - _ / -- _ _ b \ J y�M,41Ms- - - - -- - -- � • \ ROOT BARRIER (TYP.) O — - -------------- J — -- -- ------------------ —------------ j ---------- ------------------------------- ____ —-------� C----- � o J o o J s IF J J T .L i oo ;7 - - J O J J J J J J J J J J J J J J J J ` � •J a � a a — — — — — — — — — b — — — — r — - — — — — — � - • + + 0 ss � + + —ss -ss S +o SS - ss Ss -Ss / TRACT A ENLARGEMENT SCALE: 1" = 10' TOP OF NORTH VAULT PROPOSED GRADE C. ss + /0 EXISTING GRADE � r- --------------------------------------------------------------------------------------------- ---------------------- -� - --- LANDSCAPE AREA PATH LAWN GROUND COVER SECTION A - A' SCALE: 1" = 10' UNDERGROUND LOCATOR SERVICE CALL BEFORE YOU DIG/ 811 1 REVISED PER CITY COMMENTS 2 REVISED PER CITY COMMENTS 3 REVISED PER CITY COMMENTS NO. REVISION LANDSCAPE AREA MEM 7/1 5/21 HHH SURVEYED: ALEIVIV R SPRACUE P. L S SCALE: AS EOTEO MEM 2/ 15/22 HHH DESIGNED: SHAHLA HOWEE MEM 4/11/22 HHH DRAWN: DAIVIVY VILLACRAIVA ONE INCH CHECKED: VDSEY SOLOSIO AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY BY DATE APPR APPROVE LIIVOSEY R SOLOR/0 P.LA BENCH (TYP.) SEE SHEET L2.32 LAWN (TYP.) GROUNDCOVER(TYP.) SPLIT 3 RAIL FENCE (TYP.) SEE SHEET L2.31 NOTE: THERE IS NO VAULT EXPOSURE BASED ON ROUGH GRADING FOR THE NORTHERN 70 VAULT. THE FINAL LEVEL OF SOIL COVERAGE OVER THE VAULT WILL BE DETERMINED ON SITE DURING THE FINE GRADING PROCESS AND INSTALLATION OF LANDSCAPE AND HARDSCAPE ELEMENTS. N VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983\1991 DATUM vim C TY OF PEETOE Rcnning/Building/Public Works Dept. SCALE: V = 10' 0 5 10 20 v�QF wAS Cv CIVIL ENGINEERING gENNEr so 02 LANDSCAPE ARCHITECTURE PLANNING \ DESIGN SURVEYING 2 a ° C 12100 NE 195th St Suite 300 Bothell Washington 98017 425.885.7877 9 `0 \FkP. RA 17965 �U�NNDSCAP�P�G IN COMPLIANCE WITH CITY OF RENTON STANDARDS DEVELOPMENT ENGINEERING CURRENT PLANNING u MHerrera 05/10/2022 W msippo 05/10/2022 O Z CANOPY DATE 4TT 1122 Q 4196 L/NCOLNAVENE, RENTON, WA 98056 FIELDBOOK: PAGE: TRACTA ENLARGEMENT & SECTIONA DRAWING NO: L2.12 SHEET: GF: 77 107 O Q m N N N N O N CN N 4 TRACT H ENLARGEMENT SCALE: 1" = 10' SECTION H - H' SCALE: 1" = 10' ROAD APPROXIMATELY 3HEIGHT OF VAULT EXPOSURE ABOVE GROUND PLANTER STRIP VAULT & SCREENING CURB SIDEWALK PLANTING EXISTING GRADE —H —� PROPOSED GRADE TOP OF SOUTH VAULT LI/O --- - - - - -- --- - - - - -- -------------------- - - - - -- ----- - - - - -- - - - -- ------------- - - - - -L GENERAL PLANTING SEATING AREA UNDERGROUND LOCATOR SERVICE CALL BEFORE YOU DIG/ 811 PAVED ROAD •M 70 m 1 REVISED PER CITY COMMENTS MEM 7/15/21 HHH 2 REVISED PER CITY COMMENTS MEM 2/15/22 HHH 3 REVISED PER CITY COMMENTS MEM 4/11/22 HHH 4 REVISED PER CITY COMMENTS MEM 4/28/22 HHH N0. REVISION BY DATE APPR SHRUB (TYP.) BENCH (TYP.) SEE SHEET L2.32 GATHERING SPACE (PAVERS W/ BORDER) (TYP.) TO BE DETERMINED BY OWNERS REPRESENTATIVE DECIDUOUS TREE (TYP.) EVERGREEN TREE (TYP.) LAWN (TYP.) NATIVE SLOPE REVEGETATION (TYP.) SPLIT 3 RAIL FENCE (TYP.) SEE DETAIL SHEET L2.31 ROOT BARRIER (TYP.) GROUND COVER (TYP.) STREET LIGHT (TYP.) STREET TREE (TYP.) NOTE: SOUTHERN VAULT EXPOSURE LEVELS ARE APPROXIMATE AND BASED ON ROUGH GRADING. THE FINAL LEVEL OF SOIL COVERAGE OVER THE VAULT WILL BE DETERMINED ON SITE DURING THE FINE GRADING PROCESS AND INSTALLATION OF LANDSCAPE AND HARDSCAPE ELEMENTS. SCALE: 1" = 10' 0 5 10 20 (DF wAsyLN� CIVIL ENGINEERING _�gENNE7 so LANDSCAPE ARCHITECTURE PLANNING DESIGN SURVEYING 2 a � /� ° C 12100 NE 195th St Suite 300 Bothell Washington 98017 425.885.7877 R-41 7966 IN COMPLIANCE WITH CITY OF RENTON STANDARDS CURRENT PLANNING * DEVELOPMENT ENGINEERING jr,MHerrera 05/10/2022 msippo 05/10/2022 SURVEYED: /� EE V/ V R, SIDRA CUE P. L J SCALE: �s EOTEo HORIZONTAL DAD 1 98�3/1991 C TY OF CANOPY 4196 L/NCOLNAVE NE, RENTON, WA 98056 DATE: ,/ 9 9 ATT 112 DESIGNED: SHAHLA BOWEE FIELDBOOK: R E T 0 PAGE: DRAWN: °A°°K °°AC°A°A ONE INC"D °ATOM V V TRACT H ENLARGEMENT & SECT/ON H DRAWING NO: CHECKED: q� L1AR)SEY 50LOR10 I AT FULL SCALE Planning/Building/Public Works Dept. L2.13 IF NOT ONE INCH SCALE ACCORDINGLY APPROVED: SHEET: OF: 110SEY R. SOA 0R/0 IDLE 78 107 1 O Q O Q N 0 N N N O N .-I DECIDUOUS TREE (TYP.) EVERGREEN TREE (TYP.) SHRUB (TYP.) BENCH (TYP.) SEE SHEET L2.32 GATHERING SPACE (PAVERS W/ BORDER) (TYP.) TO BE DETERMINED BY OWNERS REPRESENTATIVE 4' CONCRETE PATH (TYP.) GROUND COVER (TYP.) ira•�mrn-r�� TABLE (TYP.) SEE SHEET L2.32 ROOT BARRIER (TYP.) STREET TREE (TYP.) STREET LIGHT (TYP.) TRACT K AND J ENLARGEMENT PROPOSED GRADE EXISTING GRADE SCALE: 1" = 10' 01007, �� K Duo E EE L�VEL / LYVH K' GENERAL LANDSCAPING PICNIC AREA GENERAL LANDSCAPING ROADWAY GENERAL LANDSCAPING GATHERING AREA GENERAL LANDSCAPING PATH SECTION K- K' SCALE: 1" = 10' UNDERGROUND LOCATOR SERVICE CALL BEFORE YOU DIG/ 811 (DF WAS SIN� CIVIL ENGINEERING ���°°N°Er so °2 LANDSCAPE ARCHITECTURE 100 ��� °�o PLANNING DESIGN SURVEYING 12100 NE 195th St Suite 300 Bothell Washington 98017 425.885.7877 9 S s°°°.°4 R 7967 �o � E 90 NNDSCAP P IN COMPLIANCE WITH CITY OF RENTON STANDARDS 80 SCALE: 1 " = 10' CURRENT PLANNINGOattk DEVELOPMENT ENGINEERING 10, AF 0 5 10 20 MHerrera 05/10/2022 msippo 05/10/2022 1 REVISED PER CITY COMMENTS MEM 7/15/21 HHH SURVEYED: SCALE: VERTIC:188 OLENN R SHRAORE P. L. S HOR ZONTAL NADVD 989 109 2 REVISED PER CITY COMMENTS MEM 2/15/22 HHH DESIGNEDAS NOTED 3 REVISED PER CITY COMMENTS MEM 4/1 1/22 HHH SHAHLA HOVVEIV DRAWN: DAIVIVY VILLAGRAIVA ONE INCH DATUM CHECKED: q� AT FULL SCALE NAVDSEY SOLORIO IF NOT ONE INCH NO. REVISION BY DATE AP P R APPROVED: SCALE ACCORDINGLY L INOSEY R. SOL 0R/0 P. L A DATE: C T Y OF CANOPY 4TT/ 112 0 4196 L/NCOLNAVE NE, RENTON, WA 98056 FIELDBOOK: RENTON PAGE: TRACT KAND J ENLARGEMENT & DRAWING NO: Rcnning/Building/Public Works Dept. L2,14 /,�/ SECT/ON / ■ SHEET: OF: 79 107 N N O Zs V PC A bb- O Z Q + / - - - o iQi ❑ / \❑ / 146 _ ` / I Oil 0 0 0 0 i + O ° A A a ° ° a A / a• /o 000��� \ �I • O o ° ° 77 / ��� ° ❑ a/ o TRA:d B 0 \°\ 0 °(OPEN SPACE)LF IF 0 /IF IF + / ° D °/� i • x e — I a x a 0 I o a � a . x / I • / / / + /a I 'Z + • . / p o O • a � / o + O O + / �— 0 O /p O o + 1 ❑ + o i o + ° CITY BIKE (TYP.) AGILITY PACKAGE 16 ENGINEERED WOOD FIBER TALK & TUMBLE WITH NET SCOOTER (TYP.) MAIL BOXES SEE SHEETL2.32 SEE SHEETL2.32 SAFETY SURFACE (TYP.) SEE SHEETL2.32 SEE SHEETL2.32 SEE SHEET L2.31 TRACT B ENLARGEMENT SCALE: 1" = 10' EXISTING GRADE — -- j / / PROPOSED GRAD _ — — �% o �0 ° STREET FRONTAGE PLANTING PLAYAREA GENERAL LANDSCAPING SECTION B - B' SCALE: 1" = 10' m N N N N O N CN N 4 UNDERGROUND LOCATOR SERVICE CALL BEFORE YOU DIG/ 811 1 REVISED PER CITY COMMENTS 2 REVISED PER CITY COMMENTS 3 REVISED PER CITY COMMENTS 4 REVISED PER CITY COMMENTS NO. REVISION Ira•�mrn-��� 4' CONCRETE PATH (TYP.) BENCH (TYP.) SEE SHEET L2.32 STREET TREE (TYP.) ROOT BARRIER (TYP.) STREET LIGHT (TYP.) DECORATIVE STAMPED CONCRETE PEDESTRIAN CONNECTION AND TRAFFIC CALMING FEATURE SEE SHEET L2.33 GROUND COVER (TYP.) SHRUB (TYP.) DECIDUOUS TREE (TYP.) 160 150 140 130 SCALE: 1" = 10' 0 5 10 20 ❑F WASN�� CIVIL ENGINEERING °°N°Er so ° 2 LANDSCAPE ARCHITECTURE PLANNING DESIGN SURVEYING +� ° ° 12100 NE 195th St Suite 300 Bothell Washington 98017 425.885.7877 S S7FkP 04 / R CAPI R� 1 I% V Q � PSG 68 IN COMPLIANCE WITH CITY OF RENTON STANDARDS i CURRENT PLANNING IrMEVELOPMENT ENGINEERING %. MHerrera 05/10/2022 sippo 05/10/2022 MEM 7/1 5/21 HHH /� SURVEYED: /� VLEIVIV B JIDBACUE AL SCALE: % S NOTED VERTICDATE: HORIZONTALS DAD 1198DAVID �3/1991 DATUM � � � Y � � RENTON Planning/Building/Public Works Dept. /�� Y CANOPY 4196 L/NCOLNAVENE, RENTON, WA 98056 TRACT B ENLARGEMENT & SECT/ON B ,/ 9 9 ATT'112 MEM 2/ 15/22 HHH DESIGNED: SHAHLA BOWEE MEM 4/ 1 1 /22 HHH FIELDBOOK: PACE: MEM 4/28/22 HHH DRAWN: °°NNK I/ILLACRAIVA ONE INCH DRAWING NO: L2.15 CHECKED: q� I AT FULL SCALE IF NOT ONE INC" SCALE ACCORDINGLY BY DATE APPR�ITFSOFL �SO�01?1'0"11 SHEET: OF: 80 107 N M O 0 PC A O Z Q 4' CONCRETE PATH (TYP.) SEE SHEET L2.32 TRACK J ENLARGEMENT SCALE: 1" = 10' 150 140 130 UVVU SEE SHEET L2.32 GROUND COVER (TYP.) LAWN (TYP.) STREET TREE (TYP.) ROOT BARRIER (TYP.) L0 GENERAL LANDSCAPING LAY AREA GENERAL LANDSCAPING SECTION J -J' SCALE: 1" = 10' m N N N N O N N 4 UNDERGROUND LOCATOR SERVICE CALL BEFORE YOU DIG/ 811 DECIDUOUS TREE (TYP.) ARC TUNNEL SEE SHEET L2.32 CITY BIKE (TYP.) SEE SHEET L2.33 ENGINEERED WOOD FIBER SAFEfYSURFACE (TYP.) SEE SHEET L2.31 SHRUB (TYP.) BENCH (TYP.) SEE SHEET L2.33 EXISTING GRADE PROPOSED GRADE SCALE: 1" = 10' 0 5 10 20 1 REVISED PER CITY COMMENTS MEM 7/15/21 HHH SURVEYED: SCALE: VERTIC:188 A�ENN R SERA CUE P. L. S HOR ZONTAL NADVD 989 109 2 REVISED PER CITY COMMENTS MEM 2/15/22 HHH AS NOTED DESIGNED: 3 REVISED PER CITY COMMENTS MEM 4/11/22 HHH SHAHLA HOWEN 4 REVISED PER CITY COMMENTS MEM 4/28/22 HHH DRAWN: OAIVIVY I/ILLAGRAIVA I ONE INCH I DATUM CHECKED: AT FULL SCALE LINOSEY 50LORIO IF NOT ONE INCH NO. REVISION BY DATE AP P R APPROVED: SCALE ACCORDINGLY L INOSEY R. SOL 0R/0 P. L A C TY OF PEETOE Rcnning/Building/Public Works Dept. WASS�N� CIVIL ENGINEERING gENNErrso °2ORE LANDSCAPE ARCHITECTURE 0�� PLANNING DESIGN SURVEYING 2 a � /� ° C 12100 NE 195th St Suite 300 Bothell Washington 98017 425.885.7877 CAP MP°° R-k4 17969 IN COMPLIANCE WITH CITY OF RENTON STANDARDS CURRENT PLANNING DEVELOPMENT ENGINEERING MHerrera 05/10/2022 msippo 05/10/2022 CANOPY 4196 L/NCOLNAVENE, RENTON, WA 98056 TRACT FENLARGEMENT & SECT/ON F DATE: 4TT11122 FIELDBOOK: PAGE: DRAWING NO: L2.16 SHEET: OF: 31 107 M O O N v PC A bb- O Z Q O Q N N N N O N CN N 4 OPEN SPACE ENLARGEMENT SCALE: 1" = 10' .0 EXISTING GRADE PROPOSED GRADE x / / / i 0/1001 7 SLOPE PLANTING GENERAL LANDSCAPING SECTION 0 - 0' SCALE: 1" = 10' RETAINING WALL UNDERGROUND LOCATOR SERVICE CALL BEFORE YOU DIG/ 811 DECIDUOUS TREE (TYP.) EVERGREEN TREE (TYP.) NATIVE SLOPE REVEGETATION (TYP.) TRAIL W/ TREATED TIMBER STEPS, FIELD FIT 190 m 170 160 150 1 REVISED PER CITY COMMENTS MEM 7/15/21 HHH 2 REVISED PER CITY COMMENTS MEM 2/15/22 HHH 3 REVISED PER CITY COMMENTS MEM 4/11/22 HHH 4 REVISED PER CITY COMMENTS MEM 4/28/22 HHH N0. REVISION BY DATE APPR SURVEYED: SCALE: EEIVIV R SERA CUE PLS A DESIGNEDS NOTED SHAHLA HOWEN DRAWN: DANNY AILLADiIQANA ONE INCH CHECKED: NNDSEY 50LORIO AT FULL SCALE IF NOT ONE INCH APPROVED: SCALE ACCORDINGLY IIVDSEY N. SOL 0R/0 P.L. A SCALE: 1" = 10' 0 5 10 20 VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/1991 DATUM C TY OF PEETOE Rcnning/Building/Public Works Dept. WAS H�N°� CIVIL ENGINEERING P ENNEr> �0�°2 LANDSCAPE ARCHITECTURE , PLANNING DESIGN SURVEYING A, p C 12100 NE 195th St Suite 300 Bothell Washington 98017 425.885.7877 R-41 7970 IN COMPLIANCE WITH CITY OF RENTON STANDARDS CURRENT PLANNING DEVELOPMENT ENGINEERING �+ MHerrera 05/10/2022 msippo 05/10/2022 CANOPY 4196 L/NCOLNAVENE, RENTON, WA 98056 OPEN SPACE ENLARGEMENT & SECT/ON O DATE: 4TT11122 FIELDBOOK: PAGE: DRAWING NO: L2.17 SHEET: OF: 82 107 PC '1 O Z Q C7 GO N J co N .-I N N O N .-I STAKING NOTES: RUBBER HOSE AT TREE; HOSE SHALL BE LONG ENOUGH TO ACCOMMODATE 1 YEAR'S • GROWTH AND BUFFER ALL • • • PLANT TREE SO THAT THE TRUNK • • • • CROWN IS VISIBLE AT THE TOP OF • ••• • THE ROOTBALL, SET TOP OF • • • ROOTBALL FLUSH TO GRADE; DO BRANCHES FROM THE WIRE • • • •� • NOT COVER THE TOP OF THE • • : • •• ROOTBALL WITH SOIL 3 HARDWOOD STAKES OR OTHER • •• • • APPROVED MATERIAL; ALL • •� 1 • MIN. 2" MULCH, DO NOT PLACE IN STAKES TO BE DRIVEN OUTSIDE • • • • THE ROOTBALLL, AT 1200 SPACING • • • • CONTACT WITH TRUNK • • • •• • • • • GALVANIZED WIRED OR CABLE; • • REMOVE ALL TWINE, WIRE • • TWIST WIRE TO TIGHTEN ONLY • • • AND BURLAP FROM TOP ENOUGH TO KEEP FROM SLIPPING • • •••�• HALF OF ROOTBALL, NON O (ALLOW FOR SOME TRUNK • • • •• • • BIODEGRADABLE MATERIAL MOVEMENT) • • •• SHALL BE REMOVED COMPLETELY 4" HIGH EARTH SAUCER AROUND VEDGE OF PLANTING PIT 3 FINISH GRADE �AY/i:// //°j/° im �% '�Coc ROUGHEN EDGES OF PIT ROOTBALL\°TAMP TOPSOIL BACKFILL VA VA/ AROUND ROOTBALL BASE DIMENSIONv 4 FIRMLY WITH FOOT PRESSURE TO AVOID SHIFT STAKES SHALL EXTEND A MIN. OF 12" 1' PLACE ROOTBALL ON NTO UNDISTURBED U N EXCAVATED/U N DISTRU BED SOIL NATIVE SOIL PEDESTAL TO 2 X ROOTBALL DIA. PREVENT SETTLING DETAIL: PLANTING DECIDUOUS TREE NOT TO SCALE 1 z X ROOTBF DIA. GROUNDCOVER 2" LAYER OF MULCH, TAPER TO CROWN FINISHED GRADE ROOTBALL TOPSOIL BACKFILL & FERTILIZER CUT NEW ROOT MASS TO STIMULATE NEW ROOT GROWTH UNDISTURBED NATIVE SOIL RC DIN t NOTE: 1 2 X TO AVOID LANDSCAPE INTRUSION INTO ROOTBAL PATHS, THE FOLLOWING PLANTING SPACING DIA. OFF -SETS FROM EDGE OF ALL PATHS, DRIVES, ACCESS ROUTES, ETC. SHALL BE MET: GROUNDCOVER 18" SMALL SHRUBS (UNDER 3' TALL): 30" MEDIUM SHRUBS (FROM 3' TALL TO 6'): 42" LARGE SHRUBS (OVER 6' TALL): 48" DETAIL: PLANTING GROUNDCOVER NOT TO SCALE LAWN NOTE: LANDSCAPE EDGING TO BE INSTALLED PER MANUFACTURER'S SPECIFICATIONS. PLASTIC LANDSCAPE EDGING (OLY-OLA'SLIM EDGE' OR SIMILAR, INSTALL PER MANUFACTURER'S SPECS.) TOP OF EDGING TO BE A MAXIMUM OF 1/2" ABOVE FINISHED GRADE 2" MIN. GROUND BARK MULCH, TAPER TO EDGING FINISHED GRADE COMPACTED SOIL ADJACENT TO EDGING TO AVOID SETTLING ANCHOR STAKES PER MANUFACTURER'S SPECS DETAIL: LANDSCAPE EDGING NOT TO SCALE IF ADJACENT SURFACE IS PAVEMENT, INSTALL FLUSH W/TIMBER EDGE AND SLOPE AWAY AT 2% (TYP.) RUBBER HOSE AT TREE, HOSE SHALL BE LONG ENOUGH TO PRUNE TREE AS DIRECTED IN PLANTING NOTES PLANT TREE SO THAT THE TRUNK CROWN IS VISIBLE AT THE TOP OF THE ROOTBALL; SET TOP OF ROOTBALL AT SURFACE OF SLOPE; DO NOT COVER TOP OF THE ROOTBALL WITH SOIL MIN. 2" MULCH; DO NOT PLACE IN CONTACT WITH TRUNK dflRel : I g M o mici m K610 911 4" HIGH EARTH SAUCER AROUND EDGE OF PLANTING PIT BACKFILL - 2:1 MAX. SLOPE FILTER FABRIC 1 MAN BOULDER. (3) PER TREE MIN. W/ FILTER FABRIC BEHIND TO PREVENT SOIL \ \ ROOTBALL; NON-BIODEGRADABLE//A//A TAMP TOPSOIL %'1 WASH -THROUGH; BURY A AROUND ROOTBALL BASE V�V/\ MIN. OF 3 OF BOULDER \ MATERIAL SHALL BE REMOVED °//A° \ BELOW EXISTING SLOPE BACKFILL AROUND�j MIN. OF ' OF BOULDER FIRMLY WITH FOOT PRESSURE'V/� U V /j 3 COMPLETELY TO AVOID SHIFTING OF 1�� fir; �rw'�y //A°/jA° SURFACE FOR STABILITY ROOTBALL BASE FIRMLY �\ / //A BELOW EXISTING SLOPE ROOTBALL 1 2 X , �b`y"t` °jA°jA°jA°°/A WITH FOOT PRESSURE �A/A�' �� *tt• • ee /VA/VA \ SURFACE FOR STABILITY ROUGHEN EDGES OF PIT ROOTBALL *MN.y;� ate : '': \\/\\/\\/\\\\\ TO AVOID SHIFT OF X\\//\\_ 4 =' 'Fwxc••� \,\,' \/\\ TAMP TOPSOIL BACKFILL NOTE ON SOIL STABILIZATION. DIA; ROOTBALL 1 2 X EXISTING ROOTBALJ�>/AROUND vv FIRMLY WITH FOOT PRESSURE FILL SBALL BASE RE ALL LOPES ADJAOCENDCUT AND T TO NEW ��l\��\� � � � GRADE; 2:1 DIA. j/ � �j \�EXISTING GRADE; TO AVOID SHIFT OF ROOTBALL PLANTING WITH HYDROSEED,/j�//°- A�//�// SLOPE MAX. REMOVE ALL TWINE, WIRE, ////// / 2:1 SLOPE MAX. PLACE ROOTBALL ON BIODEGRADABLE EROSION AND BURLAP FROM TOP /\/\/ /\/\ °/\°/\�/i\°/\�i� \\i\\/i /\° \ HALF OF ROOTBALL; \\ \\. \\\\\\\\\\\\\\\ \\ \\ \\ \ \\ \\ UNEXCAVATED/UNDISTRUBED CONTROL MESH OR MATTING, AV//�./� /ice/ //�A�/�A�/v�/�A/�A�� �VA� NON -BIODEGRADABLE VA VA \�/vA�w���//�/ice A�j\ice VA// �`�/� OR OTHER APPROVED METHOD. �'i � i� \/ A � NATIVE SOIL PEDESTAL TO PREVENT SETTLING STAKES SHALL EXTEND N. OF PLACE ROOTBALL ON UNEXCAVATE MATERIAL SHALL BE 1' MIN. PLACE ROOTBALL ON ` \, SOIL/UNDISTURBED NATIVE SOIL TO PREVENT REMOVED COMPLETELY UN EXCAVATED/UN DISTURBED NATIVE 12" INTO UNDISTURBED OIL SETTLING v v SOIL TO PREVENT SETTLING DETAIL: PLANTING CONIFER TREE DETAIL: PLANTING DECIDUOUS TREE ON SLOPE DETAIL: PLANTING CONIFER TREE ON SLOPE NOT TO SCALE 2 X ROOTBALL DIA. 4 DETAIL: PLANTING SHRUB NOT TO SCALE 6" CONCRETE CURB, 18" DEEP MIN. PLAY SURFACING MATERIAL SHALL BE 1" BELOW TIMBER EDGE TO REDUCE SPILLOVER OF SLOPE 2% — SURFACE MATERIAL 2% ii (ij o° ° ......... o°o °o 20o 0,I,I, 000000000 0 00000000 00000000000000000000 00 PERIMETER DRAIN, 4" DIA. PERFORATED PIPE, CONNECT TO SITE STORM DRAINAGE SYSTEM PRUNE TREE AS DIRECTED IN ACCOMMODATE 1 YEAR'S PLANTING NOTES GROWTH AND BUFFER ALL BRANCHES FROM THE WIRE PLANT TREE SO THAT THE TRUNK CROWN IS VISIBLE AT 3 HARDWOOD STAKES OR OTHER THE TOP OF THE ROOTBALL, SET APPROVED MATERIAL; ALL STAKES TOP OF ROOTBALL FLUSH TO TO BE DRIVEN OUTSIDE THE GRADE; DO NOT COVER THE TOP ROOTBALL, AT 1200 SPACING OF THE ROOTBALL WITH SOIL GALVANIZED WIRE OR CABLE; MIN. 2" MULCH; DO NOT PLACE TWIST WIRE TO TIGHTEN ONLY IN CONTACT WITH TRUNK ENOUGH TO KEEP FROM SLIPPING FINISH GRADE (ALLOW FOR SOME TRUNK MOVEMENT) 4" HIGH EARTH SAUCER AROUND EDGE OF PLANTING PIT \\ UPPER CUT SLOPE: 21 PRUNE TREE AS DIRECTED IN PLANTING NOTES STAKES SHALL EXTEND A MIN. OF V INTO PLANT TREE SO THAT THE TRUNK UNDISTURBED SOIL - SEE DECIDUOUS TREE • • • •••• • CROWN IS VISIBLE AT THE TOP OF THE PLANTING DETAIL FOR MORE INFORMATION • •1•• • • • • ••• • ROOTBALL; SET TOP OF ROOTBALL AT • • • i • SURFACE OF SLOPE, DO NOT COVER NOTE ON SOIL STABILIZATION: • • • •a • TOP OF THE ROOTBALL WITH SOIL �• •• SECURE ALL EXPOSED CUT AND FILL • • • • • see. • •• MIN. 2" MULCH; DO NOT PLACE IN SLOPES ADJACENT TO NEW PLANTING •• ji CONTACT WITH TRUNK WITH HYDROSEED, BIODEGRADABLE • • • • EROSION CONTROL MESH OR MATTING, • • • • • • REMOVE ALL TWINE, WIRE, AND OR OTHER APPROVED METHOD •• I • • • BURLAP FROM TOP HALF OF ROOTBALL; NON -BIODEGRADABLE • • • • • • MATERIAL SHALL BE REMOVED • • • • • �• ti COMPLETELY • • • • • •• • ROUGHEN EDGES OF PIT • • • 4" HIGH EARTH SAUCER UPPER CUT44 AROUND EDGE OF SLOPE: 2:1 PLANTING PIT \ MAX. BACKFILL - 2:1 MAX. SLOPE FILTER FABRIC `\AI, LTF \,/ F \ 1 MAN BOULDER. (3) PER T\/\\/\\/\\ \ TREE MIN. W/ FILTER FABRIC REMOVE ALL TWINE, WIRE, AND "����/V��/VA BEHIND TO PREVENT SOIL A/ �/ \ 3' MIN. BURLAP FROM TOP HALF OF TAMP TOPSOIL BACKFILL \ \ \ WASH -THROUGH; BURY A °'�� \ ° PLANT SET CROWN OF PLANT AT FINISHED GRADE 2" LAYER MULCH; TAPER TO CROWN SAUCER 2" HIGH FINISHED GRADE ROOTBALL TOPSOIL BACKFILL & FERTILIZER ROUGHEN ALL SURFACES OF PIT CUT NEW ROOT MASS TO STIMULATE NEW ROOT GROWTH UNDISTURBED NATIVE SOIL 12" OF ENGINEERED WOOD FIBER 2% SLOPE TOWARD DRAIN FROM CENTER GEOTEXTILE FABRIC 4' DRAINROCK COMPACTED SUBGRADE NOTE: MAINTAIN MIN. FALL ZONE CLEARANCE FROM ALL HARD SURFACES PLAY EQUIPMENT PER EQUIPMENT MANUFACTURER'S SPECIFICATIONS. DETAIL: ENGINEERED WOOD FIBER SAFETY SURFACE NOT TO SCALE UNDERGROUND LOCATOR SERVICE CALL BEFORE YOU DI C/ 811 MAX. 3MIN. NOT TO SCALE 4" T 14" (TYP.) 4.01 EQ. %C'?71 � III CEDAR 101 -------- � z OF SPLIT CEDAR RAIL (TIP _HOLES INPOST TORRAILS (TIP) FINISHED GRADE 2.52 MIN.��v�� 4OFAGGREGATE F"C`T"` FOOTING DEPTH /vv a AGGREGATE BASE UNDISTURBED.1 4" SPLIT (3) RAIL FENCE NOT TO SCALE 2.0' PLANTER STRIP NOTES: 1. INSTALL PRODUCT PER MANUFACTURER'S SPECIFICATIONS. 2. INSTALL PRODUCT MINIMUM OF& BEYOND CENTER OF TREE IN EACH DIRECTION PARALLEL TO UTILITY LINE. 3. ALL TREES LOCATED WITHIN CLOSE PROXIMITY TO UTILITIES TO RECEIVE ROOT BARRIER. DETAIL: ROOT BARRIER NOT TO SCALE I REVISED PER CITY COMMENTS MEM 7/15/21 HHH SURVEYED: ALEIVN R SPRACUE ALS SCALE: REVISED PER CITY COMMENTS MEM 27 /15/272 HHH DESIGNED: SHA'AA 50WEN 3 REVISED PER CITY COMMENTS MEM 4/1 1/22 HHH DRAWN: DANNY I/ILLAGRANA ONE INCH CHECKED: LINOSEY SOLORIO AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY NO. REVISION BY DATE AP P R APPROVED: L //MOSEY 8. SNL ORIO P.LA1. NOT TO SCALE 4" X 6" TREP Z' RAID. (TYP.) 60D GALV. NAIL (TYP.) 60D GALV. NAIL (TYP.) #4 REBAR, 3'-0" LONG (TYP.) INSTALL AT MIDPOINT CRUSHED ROCK FILLED TREAD, EXTENDS BELOW UPPER RISER NOTES: 1. ALL WOOD SHALL BE PRESSURE TREATED, WOLMANIZED, OR EQUAL. NO CCA TREATMENT ALLOWED. 2. TO BE FIELD FIT AS NECESSARY. DETAIL: TIMBER STAIRS VERTICAL: NAVD 1988 HORIZONTAL: DAD 1983/1991 DATUM NOT TO SCALE C TY OF RENTON Rcnning/Building/Public Works Dept. M O O N v N N O V WASy�N� CIVIL ENGINEERING �gENNEr so °2 LANDSCAPE ARCHITECTURE PLANNING DESIGN SURVEYING 2 a � ° \ 12100 NE 195th St Suite 300 Bothell Washington 98017 425.885.781-7 S \�FkP.04�1� I R-4 1 797 1 �U�NNDSCAP�P�G IN COMPLIANCE WITH CITY OF RENTON STANDARDS CURRENT PLANNING !, DEVELOPMENT ENGINEERING MHerrera 05/10/2022 msippo 05/10/2022 O Z CANOPY DATE 4111122 Q 4196 L/NCOLNAVE NE, RENTON, WA 98056 FIELDBOOK: PAGE: LANDSCAPE DETAILS DRAWING NO: L2•31 SHEET: OF: 83 / 9 07 Item no_ ELE400024-3717LG Installation Information Max fall height 2'0" Safety surfacing area 149 ft2 Numbers ofinstallers (persons) ` Total installationtime 12 Excavation volume 0.14 yd9 Concrete volume 0.08 y13 Footing depth (standard) 2'1 1" Shipmentweight 44 Ibs Anchoring options In -ground + Surface + Warranty Information Hollow PE Parts 10 years Bearing construction 5 years Hot dip gaMnized steel Lifetime Hardware 10 years Spare parts guaranteed 10 years (V (V ELE400024 1,100 KOMPAN . Let's play Rem no-ELE400024-3717LG General Product Information Dimensionst-MM 1'B"xi'l0"x211" Age group 5-12 Play capacity (users) 1 Colorootions f DETAIL: SPINNER BOWL SOURCE: KOMPAN Item no. KSVV9201 1-0910 Installation Information Max fall height 7'9" Safety surfacing area 850R2 Num bers of installers 2 (persons) Total installationtime 7.5 Excavation volume 2.07 yd3 Concrete volume 0.76 yd3 Footing depth (standard) 2111" Shipmentweight 617lbs Anchoringoptions In -ground + Warranty Information Steel post HDG Lifetime Swing seat 10 years Swing hangers 5 years Chains 10 years Spare parts guaranteed 10 years NOT TO SCALE KOMPAN • Let's play Rem no. KSW92011-0910 General Product Information Dtimensionst-)MM 21'1T"x60"x04" Age group 2-12 Play capacity (users) 9 Colorootions � 21 DETAIL: DOUBLE BUCKET SWING SOURCE: KOMPAN NOT TO SCALE Item no. FAZ50100-0801 Installation Information Max fall height 33" Safetysurfacingarea 59ft2 Number ofinstallers 1 Total installation time 2.4 Excavation volume 0.44 yd3 Concrete volume 0.27 yd3 Footing depth (standard) 27" Shipmentweight 242lbs Anchoring options In -ground + Surface + Warranty Information KOMPAN Let's play Item no. FAZ50100-0801 General Product Information DimensionsLxWxH 37'x1'8"x4'6" Age group 13+ Capacity (users) 1 Coloroptions .6y.00009 Saddle 10 years Frame 10 years Handle 10 years Electronics 2 years Spare parts guaranteed 10 years V�. FAZ50100 `o 1:100 c� 0 00 N J co N .-H N N O N .-H DETAIL: CITY BIKE SOURCE: KOMPAN NOT TO SCALE Item no. COR101602-1101 Installation Information Max Fall height 818" Safety surfacing area 843112 Numbers ofinstallers 2 (persons) Total installationtime 11.5 Excavation volume 1127yd3 Concrete volume 7.18 yd3 Footing depth (standard) 37" Shipment weight 1,400lbs Anchoring options In -ground + Warranty information Corocord Rope 10 years S-Clamps 10 years Aluminum damps 10 years Membrane 2 years Spare parts guaranteed 10 years KOMPAN Let's play Rem no_ COR101602-1101 General Product Information Dimensionsi-MM 36'8"xl6'8"x9'6" Age group 5-12 Play capacity(users) 28 Coloroptions 0 *0 © 0 DETAIL: AGILITY PACKAGE 16 SOURCE: KOMPAN NOT TO SCALE Rem no. PCEU00410-0601 Installation Information Max Fall height Min Safety surfacing area 357ft2 Numbers ofinstallers 2 (persons) Total installationtime 8.4 Excavation volume 020 yd3 Concretevolume 0.01 yd3 Footing depth (standard) 2n" Shipmentweight 275lbs Anchoring•options In -ground + Surface + Warrartylnformation EcoCore HDPE Lifetime Post 10 years Ropes & nets 10 years Membrane 2 years Spare parts guaranteed 10 years KkOlOer] KOMPAN . Let's play Rem no PCN O0410-0601 General Product Information DimensionsILMW 14'1"xl0"2"xT6" Age group 6m-4 Play capacity(users) 14 Colorootions 0 0 o %0 If �0 O DETAIL: TALK & TUMBLE WITH NET SOURCE: KOMPAN NOT TO SCALE UNDERGROUND LOCATOR SERVICE CALL BEFORE YOU DI C/ 811 I Item no_ COR206001 -1101 Installation Information Max fall height 812" Safety surfacing area 688112 Numbers ofinstallers 2 (persons) Total installationtime 33.1 Excavation volume B-80 yd3 Concrete volume 6.16 yd3 Footing depth (standard) 37" Shipmentweight 1,632lbs Anchoring options In -ground + Warranty Information Corocord Rope 10 Nears S-Clamps 10 years Aluminum damps 10 years EPDM components 2 years Spare parts guaranteed 10 years j�'-y^fit KOMPAN . Let's play Rem no. COR206001-1101 General Product Information DimensionsLxVVM 19'4"x13'9"x82" Age group 5-12 Play capacity(users) 17 Colorootions 0 DETAIL: ARC TUNNEL SOURCE: KOMPAN NOT TO SCALE SE-5165 Bench Specifications Material: Boards 2, 4, all edges eased -- Steel legs 2" x 2" square tube with 318', 4"flat for seat and back brace, all welded and powder coated 33" -- S/16",1 yx" lags &washers Options: Mounting: S.ff m.auntorin-ground Boards: 2 x 4 Poly (recycled plastic) or woad length: 71" standard us 6 16 16" 16" t3 ,e•• ............... beaminx•rw® Sodas Mourrt Plate la"�" amw."r �•^a. �o.m I6" In -Ground 3) Install the bench frames approximately W 1, the ground, 2 frames for a tin, bar bench and 3 fa me, far a Poly bench, the th inf frame is cambered between the two cuter frames. Level the frames by putting one of the 2x4 bench boards on the frames and using a level to make sure the board is level. lags the boards on, from the battem cf the frames. Make wre the frames are "plumb and IeveP 2) Pourthewncreteinthehalmwitisnamarethan2"fromtheropefeachhale.Onceithascuredup You an lag bolt the boards to the bench fames. Make sure the top of the ,at bench boards is appro dra-ly Igo shove the finished grade. 31 The bench boards are to he centered an the proAdl led holes in the bench frames. The Umber boards verhang each edge 12" and the poly boards overhang 6" an each edge spared equally apart. Q In the poly bench boards, it is necessary to drill a 3/16" pilot hale for each lag before bolting the bench together. Surface Mount 3) Aninn"ethe bench by lagging the boards onto thefames. The timber bench fames aver hingexh bench frame 12" and the poly boards overhang the frames 6". Center the boards on the predrilled holes In the f—aes,, event and la halt them together. la them on from the bottom afthefiames. P e Y g g g 21 Once the bench is assembled place it on the concrete where it is to be installed and markwhere the unt I hales are to be ddlled on the wnerete. Maibench and drill the holes ambolt the b nch down. 3) In the poly bench beard, It la necessary to drill s3116" plot hole for each lag before bolting the bench tegmhe` PACIFIC OUTDOOR P R O D U C T 9, I N C. "NOTE: Grephicsaneratoscale.'• www.raaciTcoufdoor.mm DETAIL: BENCH SOURCE: PACIFIC OUTDOOR PRODUCTS NOT TO SCALE Item no. KPL101-0411 installation Information Nbx fall height 17" Safety surfacing area 168 R2 Numbers ofinstallers 2 (persons) Total installationtime 2.3 Excavation volume 020 yd3 Concrete volume 0.00 yd3 Footing depth (standard) 116" Shipmentweight 58 Ibs Anchoring options In -ground Surface + Warranty Information EcoCore HDPE Lifetime Springs 5 years Handle 10 years PEPP Components 5 years Spare parts guaranteed 10 years KOMPAN Let's play Rem no. KPL 101-041 1 General Product Information DimensionsLxWxH V2')211'W4" Age group 2-12 Play capacity (users) 1 Coloroptions DETAIL: SCOOTER SOURCE: KOMPAN NOT TO SCALE SE-5335 Table Specifications Maier al. 11/2" x 91/2' Poly or Wood boards 2" x 2" welded steel frame 4", 4" center table support All steel iswelded tagatheri nd powder osted. 5/16' x 11/2' lags and washers Options: Mounting: Surhosm-mcnin-grauM a Ja g� s­­1 Surtece Mount Plate p. ground 16" In Ground Insta llatlon I) Placethe tablewhere you*anttain,allitandmarktheground. 2) Oiga 16"diameter, 28" deep hole and place the table in the hole making surethe seats are approximately 17" to 19" off the ground. 3) Make sure the table is "plumb and level" in the hole. Fill the hole with pre-mi concrete leaving 1" from the tap of the hole. 4) Once the concrete has hardened place the to ble boards evenly on the frame and lag them to the frame from the bottom Into the board. 5) If the table boards are poly you need to drill a 3/16" pilot hole in each board prior to lagging the board to the frame. Surface Mount I) Set on the concrete where it is to be installed and mark where the mounting holes are to be drilled an the concrete through the mounting plate. 2) Remove the table, drill the holes, with. 5/8" concrete drill bit. 3) Place the table back on the marks and tighten the anchor bolts. PACIFIC OUTDOOR "NOTE: Graphics are net to scale.P R O D U C T 5, 1 N C." tyww.peciTcouWoor.mm NOTE: ADA OPTION IS OFFERED BY PACIFIC OUTDOOR PRODUCTS. DETAIL: PICNIC TABLE SOURCE: PACIFIC OUTDOOR PRODUCTS NOT TO SCALE WASH�N°� CIVIL ENGINEERING P ENNE7 g ° 02 LANDSCAPE ARCHITECTURE PLANNING DESIGN SURVEYING 2 a � ° C 12100 NE 195th St Suite 300 Bothell Washington 98017 425.885.7877 9 S SND CN? R-417972 NDSCAP�P�G IN COMPLIANCE WITH CITY OF RENTON STANDARDS CURRENT PLANNING �, DEVELOPMENT ENGINEERING �+ MHerrera 05/10/2022 msippo 05/10/2022 1 REVISED PER CITY COMMENTS MEM 7/15/21 HHH SURVEYED: ALEAI V R, SIDRA CUE AL SCALE: VERTIC88 HORIZONTALS DAD 1198DAVID �3/1991 DATUM C TY O RENTON Planning/Building/Public Works Dept. /�� �/ CANOPY 4196 L/NCOLNA VE NE, RENTON, WA98056 "AIDSCAPEDETA/LS DATE: ATT'112 2 REVISED PER CITY COMMENTS MEM 2/15/22 HHH DESIGNED: SHAHLA 50WEN 3 REVISED PER CITY COMMENTS MEM 4/11/22 HHH FIELDBOOK: PAGE: DRAWN: DA°°K °LA°°A°A ONE INCH DRAWING NO: L2.32 CHECKED: NNDSEY 50�ORIO I AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY NO. REVIS0N BY DATE AP P R APPROVED: L INDSEY 8. SOL 0R/0 P.L. A SHEET: OF: 84 107 N N O V M O O N� 1 O Z Q N N O VA V O Z Q 0 O J 0 J SEE SHEET L3.05 ■ o ,, — „ CD —21 ■ // ■ T \ ss s — ass Ss ss CONTROLLER 1 (TYP.)�� SS BACK FLOW DEVICE 1 (TYP.) �'� � _� — I"WATER METER 1 (TYP)YTE ..................................................................... . . . \ . i, i .1. . . .�- - .-.. .. .. - - �-,- .. .. . ---.�-- . .. .. �..�-i...... ..... . -�--.-- \ . -� . i� ........... T ....oiJ .. _�.---- .-!_p . .. - --�---ate - - - - - i�-- - -- ��'� - -� .I- / ��SEE SHEET L3.03� � -- � � ���, � � � � ���� _ �11111:7 - — 9 — �—� � /'o iF� I r _� ■ 1% o • a ° e a a ■ / � � 22 � \ �_� r/-- r, 4.S 14 ' -- 31.6 4 1 31.3- � •6 ■ � � � L as ° ` ,. � r� / ° ■ 13 1z9— � rP � 1%" � � ' ■ � ,� p � � 6 21 r" 1�" � �Q 23.4 3 7 30 $ ■ 1/" ■p 3 a < 1.2 26 25 r'/a" " • r �_ 26.5 12 — �_ ■ � 1z/z" Q- % �� ° � � r" r � 1%31.2 � � �— � -- ■ 2s _CONTROLLER 2 (TYP.) � ��"/22.0 3 `_�RA�+'�-�� z6.5 1s 1%" a 1" WATER METER 2 (TYP.) \ — BACK FLOW DEVICE 2 (TYP.) _ — 2 - -- -- - - - - - - -- ------`�-��- ----- - - S E E S H E ET L3.04 i .s...�...... .......�.... .. .�.............. ........... ....�. . 12 ■ \ �\ \ / ■ ■ ) ji 59 /—� ■ V v� v\ �� �A Y \ \ Y� � 1� TR. � AU G V \ \ e(NG�� \ \ \ \V _ f f % z o 72 �� � '� � =;v . � � , � RAT _ ; - � — — ■ � \ \ � � \ \ � � � � A � �� \ \ � ■ � � , i � �/ �� —■— _� �� ,Yam"•' ss � � � � A � � � A _ i � ' , � � / r SS �_ _ — \�� \ — — SEE SHEET L3.04 FEE aSS —� ■ �" ° ° -ry" r�" — y "'" L _VX I ------------—� ss / ® / S �° —� — --- ---- ------ _------- L COLNAV E / ��/'_/ SEE SHEET L3.02- -------------- 0I --m --- - ---- ----- -- ------------�T�--___�------------------- ---— �� V SCALE: 1" = 50' 0 25 50 100 UNDERGROUND LOCATOR SERVICE CALL BEFORE YOU DIG/ 811 �� ���F NASHINC CIVIL ENGINEERING 1 REVISED PER CITY COMMENTS 2 REVISED PER CITY COMMENTS 3 REVISED PER CITY COMMENTS NO. REVISION MEM 7/1 5/21 HHH SURVEYED: ALEAN R SERA CUE P.LS SCALE: MEM 2/ 5/22 HHH DESIGNED: SHAHLA HOWEN MEM 4/1 1/22 HHH DRAWN: DAIVIVY I/ILLACRAIVA ONE INCH CHECKED: q� LINOSEY S(LORA) AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY BY DATE APPR APPROVED: ,E1AA)SEY R SOLOR/0 P.LA R b rrso °2 LANDSCAPE ARCHITECTURE PLANNING DESIGN SURVEYING A, P C 12100 NE 195th St Suite 300 Bothell Washington G ton 98017 425.885.7877R-4 1 7974 U NNDSCAP�P� IN COMPLIANCE WITH CITY OF RENTON STANDARDS CURRENT PLANNING03ttk DEVELOPMENT ENGINEERING MHerrera 05/10/2022 msippo 05/10/2022 O Z 88 DATE: ,/ 9 �7 �7 R HOR ZONTAL NAD 1198�3/1991 CANOPY �/9 112 T Y4196 L/NCOLNAVENE, RENTON, WA 98056 FIELDBOOK: RENTON PAGE: DATUM /RR/GA T/ON COMPOSITE PLA/ / DRAWING NO: Planning/Building/Public Works Dept. L3.Of SHEET: OF: 9 86 1071 N N O VA V O Z Q 0 Z Q rD 0 O J 0 J UNDERGROUND LOCATOR SERVICE CALL BEFORE YOU DIG/ 811 1 REVISED PER CITY COMMENTS MEM 7/15/21 HHH SURVEYED: GLEIUV R. SERA CUE P.LS SCALE: ° REVISED PER CITY COMMENTS MEM 2/15/22 HHH DESIGNEDSHAHLA HOWEE 3 REVISED PER CITY COMMENTS MEM 4/11/22 HHH DRAWN: DAIVIVY I/ILLAGRAIVA ONE INCH CHECKED: q� L1AR)SEY SOLORIO AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY NO. REVISION BY DATE AP P R APPROVED: L110SEY R. SOL 0R/0 P.L. A VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/1991 DATUM isC TY OF PEETOE Rcnning/Building/Public Works Dept. M V W s W SCALE: 1" = 50' 0 25 50 100 ��OF WASH�N°� CIVIL ENGINEERING P ENNEr> CORE LANDSCAPE ARCHITECTURE PLANNING DESIGN SURVEYING /� ° C 12100 NE 195th St Suite 300 Bothell Washington 98017 425.885.7877 gNo COR-41 7976 IN COMPLIANCE WITH CITY OF RENTON STANDARDS CURRENT PLANNINGOattk I DEVELOPMENT ENGINEERING MHerrera 05/10/2022 msippo 05/10/2022 CANOPY 4196 L/NCOLNAVENE, RENTON, WA 98056 /RR/GA T/ON PLAN LOTS 4155 & TRACTS F& B DATE: 4TT11122 FIELDBOOK: PAGE: DRAWING NO: L3.03 SHEET: OF: 107 N N O V O Z Q 0 Z Q 0 O J 0 J N N N O N .-I `i V W6.1 L1� W SCALE: 1" = 20' 0 10 20 40 UNDERGROUND LOCATOR SERVICE CALL BEFORE YOU DIG/ 811 1 REVISED PER CITY COMMENTS MEM 7/15/21 HHH SURVEYED: GLEIUV R. SERA CUE P.LS SCALE: ° REVISED PER CITY COMMENTS MEM 2/15/22 HHH DESIGNEDSHAHLA HOWEE 3 REVISED PER CITY COMMENTS MEM 4/11/22 HHH DRAWN: DAIVIVY I/ILLAGRAIVA ONE INCH CHECKED: q� L1AR)SEY SOLORIO AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY NO. REVISION BY DATE AP P R B. SOL ORlO P.A IMF L. VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/1991 DATUM isC TY OF PEETOE Rcnning/Building/Public Works Dept. SEE SHEET HEREON 1" WATER METER 1 (TYP.) SHRUB SPRAY (TYP.) PIPE SLEEVE (TYP.) LATERAL LINE (TYP.) WASH�N°� CIVIL ENGINEERING P ENNEr> LANDSCAPE ARCHITECTURE PLANNING DESIGN SURVEYING A, ° C 12100 NE 195th St Suite 300 Bothell Washington 98017 425.885.7877 COR-41 7977 IN COMPLIANCE WITH CITY OF RENTON STANDARDS CURRENT PLANNING ., MHerrera 05/10/2022 DEVELOPMENT ENGINEERING msippo 05/10/2022 D2 CANOPY 4196 L/NCOLNAVENE, RENTON, WA 98056 /RR/GA T/ON PLAN LOTS 17-40 DATE: 4TT11122 FIELDBOOK: PAGE: DRAWING NO: L3.04 SHEET: OF: 89 107 N M 0 PC b O Q N N O VA V O Z Q rD 0 O J 0 J WATER METER 1: IRRIGATION SCHEDULE SYMBOL B d Q d Q 2Q 211 4Q 411 6Q 6H 8� 8U 0 ® Q T H F 0 10 0 0 Q T H F ® © ® 0 2 5 7 MANUFACTURER/MODEL/DESCRIPTION HUNTER PROS-06-PRS40-CV SHORT RADIUS NOZZLES TURF SPRAY, 40PSI REGULATED 6" POP-UP, DRAIN CHECK VALVE HUNTER PROS-06-PRS40-CV 8' RADIUS TURF SPRAY, 40PSI REGULATED 6" POP-UP, DRAIN CHECK VALVE HUNTER PROS-06-PRS40-CV 10' RADIUS TURF SPRAY, 40PSI REGULATED 6" POP-UP, DRAIN CHECK VALVE HUNTER PROS-06-PRS40-CV ADJUSTABLE ARC TURF SPRAY, 40PSI REGULATED 6" POP-UP, DRAIN CHECK VALVE QTY 4 4 20 15 PSI 40 40 40 40 Q Q HUNTER PROS-00 SHORT RADIUS NOZZLES 25 40 2Q 2H 4Q 4H 6Q 611 SHRUB SPRAY, FIXED RISER. CO -MOLDED WIPER SEAL WITH UV RESISTANT MATERIAL. HUNTER PROS-00 5- STRIP SPRAY EST LCS RCS CST SST SHRUB SPRAY, FIXED RISER. CO -MOLDED WIPER SEAL WITH UV RESISTANT 41 40 MATERIAL. O Q5 05 HUNTER PROS-00 5' RADIUS Q H F SHRUB SPRAY, FIXED RISER. CO -MOLDED WIPER SEAL WITH UV RESISTANT 5 40 MATERIAL. Q Q ® HUNTER PROS-00 8' RADIUS SHRUB SPRAY, FIXED RISER. CO WIPER SEAL WITH UV RESISTANT 32 40 Q T H F -MOLDED MATERIAL. HUNTER PROS-00 9' SIDE STRIP SPRAY 217 40 SHRUB SPRAY, FIXED RISER. CO -MOLDED WIPER SEAL WITH UV RESISTANT SST MATERIAL. 0 0 0 0 HUNTER 0RADIUS 22 40 SHRUB SPRAY, FIXED RISER. CO -MOLDED WIPER SEAL WITH UV RESISTANT Q T H F MATERIAL. 2 2 2 2 2 2 HUNTER IUS 0FIXED 22 40 Q T H TT TQ F SHRUB SPRAY, RISEDR. CO -MOLDED WIPER SEAL WITH UV RESISTANT MATERIAL. 5 5 5 5 5 5 HUNTER 0RADIUS 8 40 SHRUB SPRAY, FIXED RISER. CO -MOLDED WIPER SEAL WITH UV RESISTANT Q T H TT TQ F MATERIAL. 17 17 HUNTER PROS-00 17' RADIUS Q H SHRUB SPRAY, FIXED RISER. CO -MOLDED WIPER SEAL WITH UV RESISTANT 39 40 MATERIAL. ® © ® 0 2 5 7 HUNTER 0T 91 40 SHRUB SPRAY, FIIXEDADJUSTABLE R SER.LCO-MOLDED WIPER SEAL WITH UV RESISTANT MATERIAL. HUNTER MP3000 PROS-04-PRS40-CV TURF ROTATOR, 4" POP-UP WITH FACTORY INSTALLED CHECK VALVE, 6 40 3000 PRESSURE REGULATED TO 40 PSI, MP ROTATOR NOZZLE ON PRS40 BODY. B=BLUE ADJ ARC 90-210, Y=YELLOW ADJ ARC 210-270, A=GRAY 360 ARC. HUNTER MP3500 PROS-04-PRS40-CV • TURF ROTATOR, 4" POP-UP WITH FACTORY INSTALLED CHECK VALVE, 7 40 3500 PRESSURE REGULATED TO 40 PSI, MP ROTATOR NOZZLE ON PRS40 BODY. LB=LIGHT BROWN ADJUSTABLE ARC, 90-210. SYMBOL MANUFACTURER/MODEL/DESCRIPTION QTY HUNTER PGV-151 GLOBE 1-1/2" PLASTIC ELECTRIC REMOTE CONTROL VALVE, FOR RESIDENTIAL/LIGHT 32 COMMERCIAL USE. FEMALE NPT INLET/OUTLET, WITH FLOW CONTROL. GLOBE CONFIGURATION. HUNTER PGV-201 GLOBE 2" PLASTIC ELECTRIC REMOTE CONTROL VALVE, FOR RESIDENTIAL/LIGHT 3 COMMERCIAL USE. FEMALE NPT INLET/OUTLET, WITH FLOW CONTROL. GLOBE CONFIGURATION. CB( ZURN 950XL 1" 1 DOUBLE CHECK VALVE ASSEMBLY M1 WATER METER 1" 1 COAL CREEK WATER DISTRICT C1 42 STATION OUTDOOR MODULAR CONTROLLER. WITH FIVE ACM-600 MODULE. 1 HIGH -END COMMERCIAL USE. METAL PEDESTAL. IRRIGATION LATERAL LINE: PVC SCHEDULE 40 7,142 L.F. IRRIGATION MAINLINE: DUCTILE IRON PIPE- CLASS 350 2,171 L.F. Valve Callout Valve Number # # e Valve Flow Valve Size WATER METER 2: IRRIGATION SCHEDULE SYMBOL MANUFACTURER/MODEL/DESCRIPTION QTY 0 0 0 0 HUNTER PROS-06-PRS40-CV 10' RADIUS 10 Q T H F TURF SPRAY, 40PSI REGULATED 6" POP-UP, DRAIN CHECK VALVE 5 15 5 5 15 15 HUNTER PROS-06-PRS40-CV 15' RADIUS 1 Q T H TT TQ F TURF SPRAY, 40PSI REGULATED 6" POP-UP, DRAIN CHECK VALVE 7 7 HUNTER PROS-06-PRS40-CV 17' RADIUS 2 Q H TURF SPRAY, 40PSI REGULATED 6" POP-UP, DRAIN CHECK VALVE ® © ® 0 12 5 7 HUNTER PROS-06-PRS40-CV ADJUSTABLE ARC 17 TURF SPRAY, 40PSI REGULATED 6" POP-UP, DRAIN CHECK VALVE HUNTER PROS-00 5- STRIP SPRAY EST LCS RCS CST SST SHRUB SPRAY, FIXED RISER. CO -MOLDED WIPER SEAL WITH UV RESISTANT 5 MATERIAL. 5Q Q5 O5 HUNTER PROS-00 5' RADIUS Q H F SHRUB SPRAY, FIXED RISER. CO -MOLDED WIPER SEAL WITH UV RESISTANT 1 MATERIAL. Q8 8 HUNTER PROS-00 8' RADIUS 24 T H F SHRUB SPRAY, FIXED RISER. CO -MOLDED WIPER SEAL WITH UV RESISTANT Q MATERIAL. HUNTER PROS-00 9' SIDE STRIP SPRAY 179 SHRUB SPRAY, FIXED RISER. CO -MOLDED WIPER SEAL WITH UV RESISTANT SST MATERIAL. 0 0 0 0 HUNTER 0 0 10' RADIUS 13 SHRUB SPRAAY,FIIXED RISER CO -MOLDED WIPER SEAL WITH UV RESISTANT Q T H F MATERIAL. 2 2 2 2 2 12 HUNTER PROS-00 12' RADIUS 10 SHRUB SPRAY, FIXED RISER. CO -MOLDED WIPER SEAL WITH UV RESISTANT Q T H TT TQ F MATERIAL. 5 5 5 5 5 5 HUNTER 0 15' RADIUS 7 SHRUB SPRAAY,0FIIXED RISER CO -MOLDED WIPER SEAL WITH UV RESISTANT Q T H TT TQ F MATERIAL. 17 7 HUNTER PROS-00 17' RADIUS Q H SHRUB SPRAY, FIXED RISER. CO -MOLDED WIPER SEAL WITH UV RESISTANT 12 MATERIAL. ® © ® 0 2 5 7 HUNTER 0ADJUSTABLE 64 SHRUB SPRAAY,FIIXED RISER. WIPER SEAL WITH UV RESISTANT MATERIAL. HUNTER MP2000 PROS-04-PRS40-CV TURF ROTATOR, 4" POP-UP WITH FACTORY INSTALLED CHECK VALVE, 2 2000 PRESSURE REGULATED TO 40 PSI, MP ROTATOR NOZZLE ON PRS40 BODY. K=BLACK ADJ ARC 90-210, G=GREEN ADJ ARC 210-270, R=RED 360 ARC. HUNTER MP3000 PROS-04-PRS40-CV O TURF ROTATOR, 4" POP-UP WITH FACTORY INSTALLED CHECK VALVE, 14 3000 PRESSURE REGULATED TO 40 PSI, MP ROTATOR NOZZLE ON PRS40 BODY. B=BLUE ADJ ARC 90-210, Y=YELLOW ADJ ARC 210-270, A=GRAY 360 ARC. HUNTER MP3500 PROS-04-PRS40-CV TURF ROTATOR, 4" POP-UP WITH FACTORY INSTALLED CHECK VALVE, 17 3500 PRESSURE REGULATED TO 40 PSI, MP ROTATOR NOZZLE ON PRS40 BODY. LB=LIGHT BROWN ADJUSTABLE ARC, 90-210. SYMBOL MANUFACTURER/MODEL/DESCRIPTION QTY HUNTER PGV-151 GLOBE 1-1/2" PLASTIC ELECTRIC REMOTE CONTROL VALVE, FOR RESIDENTIAL/LIGHT 25 COMMERCIAL USE. FEMALE NPT INLET/OUTLET, WITH FLOW CONTROL. GLOBE CONFIGURATION. HUNTER PGV-201 GLOBE 2" PLASTIC ELECTRIC REMOTE CONTROL VALVE, FOR RESIDENTIAL/LIGHT 3 COMMERCIAL USE. FEMALE NPT INLET/OUTLET, WITH FLOW CONTROL. GLOBE CONFIGURATION. BF2 ZURN 950XL 1" 1 DOUBLE CHECK VALVE ASSEMBLY M2 WATER METER 1" 1 CITY OF RENTON C2 42 STATION OUTDOOR MODULAR CONTROLLER. WITH FIVE ACM-600 MODULE. 1 HIGH -END COMMERCIAL USE. METAL PEDESTAL. IRRIGATION LATERAL LINE: PVC SCHEDULE 40 5,032 L.F. - IRRIGATION MAINLINE: DUCTILE IRON PIPE- CLASS 350 1,652 L.F. Valve Callout Valve Number # # e Valve Flow $k" Valve Size UNDERGROUND LOCATOR SERVICE CALL BEFORE YOU DIG/ 811 WATER METER 1: VALVE SCHEDULE PSI DETAIL NUMBER MODEL SIZE TYPE GPM 1 HUNTER PGV-151 GLOBE 1-1/2" SHRUB SPRAY 31.33 40 2 HUNTER PGV-151 GLOBE 1-1/2" SHRUB SPRAY 31.66 3 HUNTER PGV-151 GLOBE 1-1/2" SHRUB SPRAY 23.42 4 HUNTER PGV-151 GLOBE 1-1/2" SHRUB SPRAY 31.63 40 5 HUNTER PGV-151 GLOBE 1-1/2" SHRUB SPRAY 31.20 6 HUNTER PGV-151 GLOBE 1-1/2" SHRUB SPRAY 26.52 40 7 HUNTER PGV-151 GLOBE 1-1/2" SHRUB SPRAY 30.25 8 HUNTER PGV-151 GLOBE 1-1/2" SHRUB SPRAY 28.38 9 HUNTER PGV-151 GLOBE 1-1/2" SHRUB SPRAY 19.57 40 10 HUNTER PGV-151 GLOBE 1-1/2" SHRUB SPRAY 25.42 11 HUNTER PGV-151 GLOBE 1-1/2" SHRUB SPRAY 31.20 12 HUNTER PGV-151 GLOBE 1-1/2" SHRUB SPRAY 26.52 40 13 HUNTER PGV-151 GLOBE 1-1/2" TURF SPRAY 12.91 14 HUNTER PGV-151 GLOBE 1-1/2" SHRUB SPRAY 14.81 15 HUNTER PGV-151 GLOBE 1-1/2" SHRUB SPRAY 26.10 16 HUNTER PGV-151 GLOBE 1-1/2" SHRUB SPRAY 16.06 40 17 HUNTER PGV-151 GLOBE 1-1/2" SHRUB SPRAY 32.74 18 HUNTER PGV-201 GLOBE 2" SHRUB SPRAY 34.03 19 HUNTER PGV-151 GLOBE 1-1/2" TURF SPRAY 26.96 40 20 HUNTER PGV-151 GLOBE 1-1/2" SHRUB SPRAY 6.87 21 HUNTER PGV-151 GLOBE 1-1/2" SHRUB SPRAY 19.63 22 HUNTER PGV-151 GLOBE 1-1/2" SHRUB ROTARY 10.51 23 HUNTER PGV-151 GLOBE 1-1/2" SHRUB SPRAY 18.75 40 24 HUNTER PGV-151 GLOBE 1-1/2" SHRUB SPRAY 27.89 25 HUNTER PGV-151 GLOBE 1-1/2" SHRUB SPRAY 33.28 26 HUNTER PGV-151 GLOBE 1-1/2" SHRUB SPRAY 31.20 40 27 HUNTER PGV-151 GLOBE 1-1/2" SHRUB SPRAY 30.62 28 HUNTER PGV-151 GLOBE 1-1/2" SHRUB SPRAY 27.17 29 HUNTER PGV-151 GLOBE 1-1/2" SHRUB ROTARY 16.65 30 HUNTER PGV-151 GLOBE 1-1/2" SHRUB SPRAY 22.01 40 31 HUNTER PGV-151 GLOBE 1-1/2" SHRUB SPRAY 21.70 32 HUNTER PGV-151 GLOBE 1-1/2" SHRUB SPRAY 28.99 33 HUNTER PGV-151 GLOBE 1-1/2" SHRUB SPRAY 24.00 34 HUNTER PGV-201 GLOBE 2" SHRUB SPRAY 22.87 40 35 HUNTER PGV-201 GLOBE 2" SHRUB SPRAY 29.99 40 40 WATER METER 2: VALVE SCHEDULE NUMBER MODEL SIZE TYPE GPM 51 HUNTER PGV-151 GLOBE 1-1/2" SHRUB SPRAY 13.12 40 52 HUNTER PGV-151 GLOBE 1-1/2" SHRUB SPRAY 33.28 53 HUNTER PGV-151 GLOBE 1-1/2" SHRUB SPRAY 24.96 54 HUNTER PGV-151 GLOBE 1-1/2" SHRUB SPRAY 32.18 55 HUNTER PGV-151 GLOBE 1-1/2" SHRUB SPRAY 31.20 56 HUNTER PGV-151 GLOBE 1-1/2" SHRUB ROTARY 14.87 40 57 HUNTER PGV-151 GLOBE 1-1/2" TURF SPRAY 19.31 58 HUNTER PGV-151 GLOBE 1-1/2" SHRUB SPRAY 28.61 59 HUNTER PGV-151 GLOBE 1-1/2" SHRUB SPRAY 18.27 60 HUNTER PGV-151 GLOBE 1-1/2" SHRUB SPRAY 30.28 40 61 HUNTER PGV-201 GLOBE 2" SHRUB ROTARY 20.36 62 HUNTER PGV-151 GLOBE 1-1/2" TURF SPRAY 22.11 63 HUNTER PGV-151 GLOBE 1-1/2" SHRUB SPRAY 23.92 64 HUNTER PGV-151 GLOBE 1-1/2" SHRUB SPRAY 16.64 DETAIL 65 HUNTER PGV-201 GLOBE 2" TURF ROTARY 20.75 66 HUNTER PGV-151 GLOBE 1-1/2" SHRUB SPRAY 30.84 67 HUNTER PGV-151 GLOBE 1-1/2" SHRUB SPRAY 13.91 68 HUNTER PGV-151 GLOBE 1-1/2" SHRUB SPRAY 27.41 69 HUNTER PGV-151 GLOBE 1-1/2" SHRUB SPRAY 21.78 70 HUNTER PGV-201 GLOBE 2" TURF ROTARY 27.00 71 HUNTER PGV-151 GLOBE 1-1/2" SHRUB SPRAY 22.86 72 HUNTER PGV-151 GLOBE 1-1/2" SHRUB SPRAY 28.50 73 HUNTER PGV-151 GLOBE 1-1/2" SHRUB SPRAY 21.65 74 HUNTER PGV-151 GLOBE 1-1/2" SHRUB SPRAY 22.88 75 HUNTER PGV-151 GLOBE 1-1/2" SHRUB SPRAY 27.04 76 HUNTER PGV-151 GLOBE 1-1/2" SHRUB SPRAY 29.78 77 HUNTER PGV-151 GLOBE 1-1/2" SHRUB SPRAY 30.51 78 HUNTER PGV-151 GLOBE 1-1/2" SHRUB SPRAY 29.70 1 REVISED PER CITY COMMENTS MEM 7/15/21 HHH SURVEYED: GLEIUV R. SERA CUE P.LS SCALE: 2 REVISED PER CITY COMMENTS MEM 2/15/22 HHH DESIGNEDSHAHLA HOWEE 3 REVISED PER CITY COMMENTS MEM 4/11/22 HHH DRAWN: DAIVIVY I/ILLAGRAIVA ONE INCH CHECKED: q� L1/VDSEY SOL ORIO AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY NO. REVISION BY DATE AP P R APPROVED: L1AA)SEY B. SOL 0R/0 P.L. A VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/1991 DATUM WIRE PSI PRECIP 47.25 2.15 in/h 52.43 1.36 in/h 50.72 1.67 in/h 48.52 2.04 in/h 45.96 2.28 in/h 44.7 2.47 in/h 46.14 2.17 in/h 46.75 1.14 in/h 49.5 1.04 in/h 45.78 2.32 in/h 46.83 2.27 in/h 45.62 2.42 in/h 41.79 1.23 in/h 45.12 1.15 in/h 45.77 0.94 in/h 45.12 2.0 in/h 58.63 0.92 in/h 62.69 0.92 in/h 49.96 0.92 in/h 44.76 1.52 in/h 47.19 1.22 in/h 54.94 0.23 in/h 46.78 1.94 in/h 45.29 2.14 in/h 45.72 2.71 in/h 51.31 2.26 in/h 52.44 2.61 in/h 48.1 1.31 in/h 56.79 0.34 in/h 45.16 1.83 in/h 48.53 1.05 in/h 43.79 1.01 in/h 49.58 1.86 in/h 45.62 1.14 in/h 49.45 0.81 in/h WIRE PSI PRECIP 48.03 1.3 in/h 47.13 2.29 in/h 45.73 2.46 in/h 46.36 2.69 in/h 46.28 2.26 in/h 51.35 0.3 in/h 45.02 1.11 in/h 49.31 1.84 in/h 45.87 1.53 in/h 47.17 2.29 in/h 44.3 0.27 in/h 45.92 1.02 in/h 46.44 1.54 in/h 44.63 2.14 in/h 46.28 0.34 in/h 46.61 1.64 in/h 44.81 1.25 in/h 45.83 1.38 in/h 45.1 2.39 in/h 44.24 0.42 in/h 44.73 2.24 in/h 44.76 1.23 in/h 48.19 0.84 in/h 46.1 2.26 in/h 45.57 2.25 in/h 48.03 1.05 in/h 47.01 2.23 in/h 46.47 0.84 in/h 19 C TY OF RENTON Rcnning/Building/Public Works Dept. WASH�N°� CIVIL ENGINEERING P ENNEr> 02 LANDSCAPE ARCHITECTURE PLANNING DESIGN SURVEYING A, ° C 12100 NE 195th St Suite 300 Bothell Washington 98017 425.885.7877 R-41 7979 IN COMPLIANCE WITH CITY OF RENTON STANDARDS CURRENT PLANNING DEVELOPMENT ENGINEERING MHerrera 05/10/2022 W msippo 05/10/2022 CANOPY 4196 L/NCOLNAVENE, RENTON, WA 98056 /RR/GA T/ON SCHEDULES DATE: 4TT11122 FIELDBOOK: PAGE: DRAWING NO: L3.06 SHEET: OF: 91 107 M O O N v PC O Z Q O Q 0 0 O J 0 J N .-I N N O N .-I IRRIGATION SPECIFICATIONS PART 1. GENERAL 1.1 SCOPE OF WORK A. FURNISH AND INSTALL COMPLETE PERMANENT UNDERGROUND IRRIGATION SYSTEM TO PROVIDE ADEQUATE IRRIGATION OF ALL AREAS SHOWN ON THE IRRIGATION PLAN. 1.2 WORK INCLUDED A. FURNISH ALL LABOR, MATERIALS, TOOLS AND EQUIPMENT AS NECESSARY FOR PROPER EXECUTION AND COMPLETION OF ALL IRRIGATION WORK. RECORD DRAWINGS SHALL BE COMPILED BY IRRIGATION CONTRACTOR. B. IRRIGATION SYSTEM LAYOUT IS DIAGRAMMATIC. EXACT LOCATIONS OF PIPING, DRIPLINE, SPRINKLER HEADS, VALVES, AND OTHER COMPONENTS SHALL BE ESTABLISHED BY CONTRACTOR IN THE FIELD AT TIME OF INSTALLATION. MINOR ADJUSTMENTS IN SYSTEM LAYOUT WILL BE PERMITTED TO CLEAR EXISTING FIXED OBSTRUCTIONS C. ANY IRRIGATION RE -DESIGN WORK OR SHOP DRAWINGS SHALL BE REVIEWED AND APPROVED BY THE OWNER'S REPRESENTATIVE PRIOR TO CONSTRUCTION. DRAWINGS MUST BE NEATLY DRAFTED (ON MYLAR OR IN AN ELECTRONIC FORMAT (AUTOCAD 2000 OR LATER)) AND INCLUDE ALL NECESSARY INFORMATION FOR A COMPLETE DESIGN REVIEW. 1.3 RELATED WORK A. ROUGH GRADING: SITE TO BE CLEARED, GRUBBED AND SUB -GRADES SET BY GENERAL CONTRACTOR PRIOR TO INSTALLATION OF IRRIGATION SYSTEM. B. GENERAL CONTRACTOR TO SUPPLY AND INSTALL WATER SERVICE CONNECTION AND WATER METER, WITH THREADED STUB -OUT AT DISCHARGE SIDE OF WATER METER TO CORRESPOND TO IRRIGATION SYSTEM MAINLINE PIPE SIZE. C. GENERAL CONTRACTOR TO SUPPLY 110 VOLT POWER TO CONTROLLER, AND TO PROVIDE ANY SLEEVING REQUIRED TO PENETRATE STRUCTURES OR WALLS. D. GENERAL CONTRACTOR TO SUPPLY ALL SLEEVES FOR IRRIGATION SYSTEMS AT TWO (2) TIMES DIAM ETER OF LINE SIZE MINIMUM. E. ANY CHANGES AND/ OR ADJUSTMENTS TO LOCATIONS OF SLEEVES, ONCE INSTALLED, SHALL BE DONE AT THE EXPENSE OF THE GENERAL CONTRACTOR. 1.4 RESPONSIBILITY A. THE IRRIGATION CONTRACTOR WILL BE REQUIRED PER STATE LAW TO CALL THE UNDERGROUND UTILITIES LOCATOR SERVICE AT (1-800-424-5555) BEFORE WORK COMMENCES. THE IRRIGATION CONTRACTOR SHALL BE HELD RESPONSIBLE FOR ANY DAMAGE TO AND PROTECTION OF EXISTING UTILITIES AND STRUCTURES. THE IRRIGATION CONTRACTOR WILL ALSO COMPLY WITH THE FOLLOWING CODES AND STANDARDS: 1. THE LOCAL JURISDICTIONAL ORDINANCES AND BUILDING CODES, 2. NATIONAL ELECTRICAL CODE; 3. AMERICAN SOCIETY FOR TESTING AND MATERIALS, (ASTM), 4. NATIONAL SANITATION FOUNDATION, (NSF), 5. EXCAVATING, BACKFILLING, AND COMPACTING OPERATIONS, 6. PROTECT EXISTING TREES, PLANTS, LAWNS, AND OTHER FEATURES DESIGNATED TO REMAIN AS PART OF THE FINAL LANDSCAPE WORK. 7. OBTAIN OWNER'S REPRESENTATIVE'S ACCEPTANCE OF INSTALLED AND TESTED IRRIGATION SYSTEM PRIOR TO INSTALLING BACKFILL MATERIALS. NOTIFICATION MUST PRECEDE REQUESTED INSPECTION BY 24 HOURS. B. THE IRRIGATION CONTRACTOR IS RESPONSIBLE FOR ALL DAMAGES TO THE GROUNDS, WALKS, CURBS, ROADS, BUILDINGS, EXISTING VEGETATION, PIPING SYSTEMS, ELECTRICAL SYSTEMS AND THEIR EQUIPMENT AND CONTENTS CAUSED BY LEAKS IN THE IRRIGATION SYSTEM BEING INSTALLED OR HAVING BEEN INSTALLED BY THEM. THE IRRIGATION CONTRACTOR SHALL REPAIR ALL DAMAGES AT THEIR EXPENSE AND IN A MANNER WHICH IS SATISFACTORY TO THE GENERAL CONTRACTOR AND THE OWNER. 1.5 QUALIFICATION OF INSTALLER A. CONTRACTOR MUST BE A LICENSED AND/OR BONDED IRRIGATION CONTRACTOR. THE IRRIGATION SYSTEM MUST BE INSTALLED BY AN EXPERIENCED IRRIGATION INSTALLER. 1.6 VERIFICATION A. BEFORE PROCEEDING WITH ANY WORK, THE IRRIGATION CONTRACTOR SHALL INSPECT THE SITE, CAREFULLY CHECK ALL GRADES AND VERIFY ALL DIMENSIONS AND CONDITIONS AFFECTING THE WORK TO SATISFY HIMSELF THAT HE MAY PROCEED SAFELY AND ACCEPT THE SITE AS READY FOR HIS WORK TO BEGIN. 1.7 PIPESLEEVES A. PROVIDED AND INSTALLED BY THE GENERAL CONTRACTOR WHERE IRRIGATION LINES CROSSWALKS, SIDEWALKS, DRIVEWAYS AND/OR PARKING LOTS. THE IRRIGATION CONTRACTOR SHALL COORDINATE LOCATION AND INSTALLATION OF PIPE SLEEVING WITH THE GENERAL CONTRACTOR. 1.8 SYSTEM FAMILIARIZATION A. UPON ACCEPTANCE OF SYSTEM BY OWNER, THE IRRIGATION CONTRACTOR SHALL PROVIDE NECESSARY KEYS AND/OR OTHER TOOLS NECESSARY TO OPERATE, DRAIN AND ACTIVATE SYSTEM, AND SHALL SPEND SUFFICIENT TIME WITH OWNER TO INSURE THAT SYSTEM OPERATION, MAINTENANCE, AND WINTERIZING CAN CONTINUE ON AFTER THE DEPARTURE OF CONTRACTORS. THE IRRIGATION CONTRACTOR SHALL LABEL CIRCUITS CLEARLY ON CONTROLLER. 1.9 "AS BUILT" RECORD DRAWINGS A. A NEAT AND LEGIBLE REPRODUCIBLE DRAWING (ON MYLAR OR IN AN ELECTRONIC FORMAT (AUTOCAD 2000 OR LATER)), SHOWING THE ACTUAL INSTALLED LOCATIONS OF ALL IRRIGATION EQUIPMENT SHALL BE PROVIDED WITHIN THEIR (30) DAYS OF FINAL ACCEPTANCE. 1.10 SUBMITTALS A. PRODUCTDATA: MANUFACTURER'S TECHNICAL DATA AND INSTALLATION INSTRUCTIONS. 1.11 WARRANTY AND REPLACEMENT A. MATERIALS AND WORKMANSHIP SHALL BE FULLY GUARANTEED FOR ONE (1) YEAR FOLLOWING OWNER'S FINAL ACCEPTANCE OF PROJECT AT 100%COMPLETION. THIS WARRANTY EXCLUDES WORK DONE ON SYSTEM BY OTHERS AFTER FINAL ACCEPTANCE. VANDALISM OR ANY DAMAGE DONE BY OTHERS OR DUE TO ACTS OF GOD ARE NOT COVERED. MANUFACTURER'S WARRANTY SHALL EXTEND BEYOND 1 YEAR IF APPLICABLE. B. REPAIRS, ADJUSTMENTS AND REPLACEMENT OF DEFECTIVE IRRIGATION SYSTEM MATERIALS, INCLUDING MATERIALS THAT HAVE BEEN INSTALLED ON THE WORK DURING THE WARRANTY PERIOD SHALL BEAT CONTRACTOR'S EXPENSE. PART 2. MATERIALS 2.1 MATERIAL A. ALL MATERIALS TO BE INCORPORATED IN THIS SYSTEM SHALL BE NEW AND WITHOUT FLAWS OR DEFECTS AND OF QUALITY AND PERFORMANCE AS SPECIFIED, AND MEETING THE REQUIREMENTS OF THE SYSTEM. 1. NO SUBSTITUTIONS OF SMALLER PIPE SIZES WILL BE PERMITTED BUT SUBSTITUTIONS OF LARGER SIZES OF SAME TYPE AT NO EXTRA COST WITH APPROVAL ARE ACCEPTABLE. 2. NO SUBSTITUTIONS WILL BE PERMITTED WHICH HAVE NOT BEEN SUBMITTED FOR PRIOR WRITTEN APPROVAL. 2.2 GALVANIZED PIPE A. SHALL BE SCHEDULE 40, DOMESTIC MANUFACTURE, AND SHALL CONFORM TO ASTM DESIGNATION A 120-65. FITTINGS SHALL BE MALLEABLE GALVANIZED. 2.3 PLASTIC PIPE A. SHALL BE SCHEDULE 40PVC AND CLASS 200PVC.,MINIMUM PIPE SIZE TOBE4". B. PIPE SHALL BE MARKED WITH MANUFACTURER'S NAME, CLASS OF PIPE, NSF SEAL AND DATE AND SHIFT OF MANUFACTURING RUN. PIPE SHALL BEAR NO EVIDENCE OF INTERIOR OR EXTERIOR EXTRUSION MARKS. C. PIPE WALLS SHALL BE UNIFORM, SMOOTH AND GLOSSY. PIPE MAYBE PRE -BELLED OR WITH INDIVIDUAL SOLVENT -WELD COUPLINGS. D. FITTINGS SHALL BE SCHEDULE 40 WEIGHT, FULL SIZE. FITTINGS, CEMENT, AND THINNER SHALL BE A BRAND(S) RECOMMENDED BY MANUFACTURER OF PIPE. E. PVC SOLVENT WELD PIPE: PVC 1120 AND 1220 MATERIAL, 200 PSI MINIMUM PRESSURE RATING WITH SDR 21 WALLS WHICH CONFORM TO ASTM D 2241. 2.4 DRIPLINESYSTEM A. DRIPLINE AND INTEGRAL DRIPLINE COMPONENTS: THE DRIPLINE SHALL BE PRESSURE COMPENSATING DRIPLINE. DRIPPER FLOW RATE AND SPACING SHALL BE AS INDICATED ON SCHEDULE. 1. DRIPLINE FITTINGS: ALL DRIPLINE CONNECTIONS SHALL BE MADE WITH APPROVED INSERT FITTINGS, MANUFACTURER EQUAL TO THAT OF DRIPLINE. 2. SOILSTAPLES: ALL ON-SURFACE/UNDER MULCH DRIPLINE INSTALLATIONS SHALL BE HELD IN PLACE WITH SOIL STAPLES SPACED EVENLY EVERY 5' ON CENTER, AND AT EACH FITTING 3. LINE FLUSHING VALVES: ALL DRIPLINE SYSTEMS SHALL BE INSTALLED WITH MANUAL OR AUTOMATIC LINE FLUSHING VALVES, AS SPECIFIED ON DRAWINGS. 4. AIR/VACUUM RELIEF VALVES: DRIPLINE SYSTEMS SHALL BE INSTALLED WITH AIR/VACUUM RELIEF VALVES ONLY WHERE INDICATED ON DRAWINGS. 5. DISC FILTER: A DISC FILTER SHALL BE INSTALLED AT EACH ZONE VALVE OR ON THE MAIN LINE TO ENSURE PROPER FILTRATION . THE FILTER SHALL BE AS SPECIFIED ON PLAN SET OR APPROVED SUBSTITUTE. 2.5 HEAD SYSTEM A. MANUFACTURER'S STANDARD UNIT DESIGNED TO PROVIDE UNIFORM COVERAGE OVER ENTIRE AREA OF SPRAY INDICATED AT AVAILABLE WATER PRESSURE, AS FOLLOWS: 1. POP-UP SPRAY: FIXED PATTERN, WITH SCREW -TYPE FLOW ADJUSTMENT AND STAINLESS STEEL RETRACTION SPRING. SEE SCHEDULE ON PLAN FOR SPECIFIC MODEL TYPE. 2. POP-UP ROTARY SPRAY: GEAR DRIVEN, FULL CIRCLE AND ADJUSTABLE PART CIRCLE TYPE. SEE SCHEDULE ON PLAN FOR SPECIFIC MODEL TYPE. 2.6 REMOTE CONTROL VALVES A. MANUFACTURER'S STANDARD OF TYPE AND SIZE INDICATED. SEE SCHEDULE ON PLAN. 2.7 AUTOMATIC CONTROLLER A. GENERAL: FURNISH LOW VOLTAGE SYSTEM MANUFACTURED EXPRESSLY FOR CONTROL OF AUTOMATIC CIRCUIT VALVES OF UNDERGROUND IRRIGATION SYSTEMS. PROVIDE UNIT OF CAPACITY TO SUIT NUMBER OF CIRCUITS. SEE SCHEDULE ON PLAN. B. CONTROL ENCLOSURE - EXTERNAL APPLICATIONS: MANUFACTURER'S STANDARD WEATHERPROOF ENCLOSURE WITH LOCKING COVER ON PEDESTAL. SEE SCHEDULE ON PLAN. C. CONTROLLER WIRING ABOVE GROUND SHALL BE INSTALLED IN A CONDUIT. 2.8 CONTROL WIRE A. #14-1 OF DIRECT BURIAL WIRE. WHITE SHALL BE COMMON, RED THE VALVE IMPULSE, WITH A THIRD COLOR AS A SPARE WIRE TO RUN FROM CONTROLLER TO THE END VALVE ON EACH LEG OF THE MAINLINE. IDENTIFY EACH SPARE AT THE CONTROLLER. IDENTIFY WIRE COLOR ON THE AS-BUILTS. B. WIRE MUST BE INSULATED SINGLE STRAND COPPER DESIGNED FOR TWO (2) TO FIFTY (50) VOLTS AND ILL APPROVED AS TYPE U.F. C. MULTI -STRAND CABLE MAY BE USED WITH PRIOR APPROVAL OF OWNER'S REPRESENTATIVE. 2.9 BACKFLOW PREVENTION DEVICES A. DOUBLE CHECK VALVE ASSEMBLY SHALL BE INSTALLED ON THE DISCHARGE SIDE OF THE WATER METER. DOUBLE CHECK VALVES SHALL BE OF HEAVY DUTY CONSTRUCTION WITH ALL BRONZE BODIES, CHECK VALVES AND TEST COCKS. DOUBLE CHECK VALVES SHALL BE DESIGNED TO OPERATE UNDER CONTINUOUS PRESSURE PERMITTING THE FREE FLOW OF WATER AT ALL TIMES. SEE DETAILS. B. DOUBLE CHECK VALVES SHALL BE FURNISHED WITH APPROVED CHECK VALVES, INLET AND DISCHARGE SHUT-OFF VALVES AND FIELD TESTING COCKS. UNLESS OTHERWISE SPECIFIED, DOUBLE CHECK VALVES SHALL HAVE A SERVICE RATING OF 300 PSI FOR NON -SHOCK COLD WATER. D. DOUBLE CHECK VALVE ASSEMBLY PER IRRIGATION SCHEDULE OR EQUAL AS APPROVED BY THE STATE DEPT. OF HEALTH. 2.10 PRESSURE REGULATING VALVE A. SHALL BE PER IRRIGATION SCHEDULE OR APPROVED EQUAL. B. USE PRESSURE REGULATING VALVES AS REQUIRED TO CONTROL IRRIGATION SYSTEM WATER PRESSURE. 2.12 QUICK COUPLING VALVES A. QUICK COUPLING VALVES SHALL BE AS SPECIFIED ON PLAN SET, OR APPROVED SUBSTITUTE. PROVIDE LUG KEYS WITH HOSE SWIVEL ELLS AS QUICK COUPLING VALVES 2.13 VALVE BOXES A. ALL VALVES TO BE ENCLOSED IN A VALVE BOX. REMOTE CONTROL VALVES TO BE INSTALLED IN AN ARMOR ACCESS AS SPECIFIED ON DETAILS, OR EQUAL. 2.14 MAINLINE PVC PIPE SHALL BE SCHEDULE 40, BURIED AT A MINIMUM 18" DEPTH TO TOP OF PIPE. LATERAL PVC PIPE SHALL BE SCHEDULE 40 AND BE BURIED AT A MINIMUM 12" DEPTH TO TOP OF PIPE. UNLESS STATED, MINIMUM PIPE SIZE IS 3/4". 2.15 SLEEVING SHALL BE FOUR/SIX INCH DIAMETER (4"/6") SCH. 40 PVC. EXTEND SLEEVE 6" PAST THE EDGE OF CONCRETE FLATWORK/WALLS. PART 3 EXECUTION 3.1 VPRE-CONSTRUCTION A. PRIOR TO STARTING WORK, CONTRACTOR SHALL ATTEND A PRE -CONSTRUCTION CONFERENCE WITH OWNER'S PROJECT MANAGER/SUPERINTENDENT, OWNER'S REPRESENTATIVE AND/OR LANDSCAPE ARCHITECT TO DISCUSS PROJECT REQUIREMENTS, CHANGED SITE CONDITIONS, PHASING AND OTHER ISSUES. 3.2 VERIFICATION A. BEFORE PROCEEDING WITH ANY WORK, THE IRRIGATION CONTRACTOR SHALL INSPECT THE SITE, CAREFULLY CHECK ALL GRADES AND VERIFY ALL DIMENSIONS AND CONDITIONS AFFECTING THE WORK TO SATISFY HIMSELF THAT HE MAY PROCEED SAFELY AND ACCEPT THE SITE AS READY FOR HIS WORK TO BEGIN. B. REPORT ANY DEVIATIONS BETWEEN THE CONTRACTOR -PREPARED IRRIGATION DRAWINGS AND THE SITE. FAILURE TO DO SO PRIOR TO THE INSTALLING OF EQUIPMENT, AND RESULTING IN REPLACING, AND/OR RELOCATING, OR ADDITIONAL EQUIPMENT, SHALL BE DONE AT CONTRACTOR'S EXPENSE. C. AVAILABLE PRESSURE VERIFICATION: PRIOR TO THE START OF ANY WORK, VERIFY THE STATIC PRESSURE AT POINT OF CONNECTION. NOTIFY OWNER IN WRITING OF PRESSURE AVAILABLE FOR APPROVALTO PROCEED. D. CONFLICT WITH UTILITIES AND PLANT MATERIALS: LOCATE IRRIGATION LINES TO AVOID EXISTING AND PROPOSED UTILITY LINES, AND PROPOSED PLANT MATERIAL LOCATIONS AND ANY EXISTING TREES. MINOR FIELD ADJUSTMENTS TO SHRUBS MAY BE MADE WITH APPROVAL, TO AVOID EQUIPMENT. UNDERGROUND LOCATOR SERVICE CALL BEFORE YOU DIG/ 811 3.3 PREPARATION A. LAYOUT AND STAKE THE LOCATION OF EACH PIPE RUN AND ALL SPRINKLER HEADS AND SPRINKLER VALVES. 3.4 INSTALLATION A. TRENCHING: TRENCHES SHALL BE STRAIGHT AND WITHOUT ABRUPT GRADE CHANGES. TRENCH BOTTOMS SHALL BE FLAT AND CLEAN OF ANY LARGE OR SHARP ROCK. THE TRENCH DEPTH SHALL BE DEEP ENOUGH TO ALLOW 18 INCHES OF COVER OVER MAIN LINE AND 12 INCHES OF COVER OVER LATERALS OR AS PER APPLICABLE MUNICIPAL CODES AND 4" - 8" INCHES COVER OVER DRIPLINE. PIPE SLEEVES SHALL BE AT A MINIMUM DEPTH OF 18 INCHES AND A MAXIMUM DEPTH OF 24 INCHES. MAINTAIN A MINIMUM CLEARANCE OF THREE (3) INCHES BETWEEN IRRIGATION LINES IF IN A COMMON TRENCH. B. DRIPLINE: 1. INSTALL ALL DRIPLINE AS INDICATED ON DRAWINGS. USE ONLY TEFLON TAPE ON ALL THREADED CONNECTIONS. 2. SUPPLY AND EXHAUST HEADERS SHOULD BE INDENTED 2"-4" FROM EDGE OF PLANTER BED, SIDEWALK OR STRUCTURE. 3. ALL DRIPLINE HEADERS TO BE 3/4" DIA. UNLESS OTHERWISE CALLED OUT ON PLANS. 4. SPACE DRIPLINE AT INTERVALS AS INDICATED ON SCHEDULE. 5. CLAMP DRIPLINE FITTINGS WITH OETIKER CLAMPS, OR APPROVED SUBSTITUTE, WHEN OPERATING PRESSURE EXCEEDS SPECIFIC DRIPLINE FITTING REQUIREMENTS. 6. WHEN INSTALLING DRIPLINE, INSTALL SOIL STAPLES AS LISTED BELOW: 6.A. ONE STAPLE EVERY THREE (3) FEET AND AT EACH FITTING (TEE, ELBOW, OR CROSS). 7. CAP OR PLUG ALL OPENINGS AS SOON AS LINES HAVE BEEN INSTALLED TO PREVENT THE ENTRANCE OF MATERIALS THAT WOULD OBSTRUCT THE PIPE. LEAVE IN PLACE UNTIL REMOVAL IS NECESSARY FOR COMPLETION OF INSTALLATION. 8. THOROUGHLY FLUSH ALL WATER LINES BEFORE INSTALLING VALVES AND OTHER COMPONENTS. 9. TEST IN ACCORDANCE WITH STANDARD PRACTICES. 10. FLUSH VALVES TO BE INSTALLED AT LOWEST ELEVATION OF DRIPLINE IRRIGATION AREA. C. SPRINKLER HEADS: 1. INSTALL PER DETAIL AND MANUFACTURER'S RECOMMENDATION. 2. AFTER COMPLETION OF GRADING, SEEDING OR SODDING, AND ROLLING OF GRASS AREAS, ADJUST HEADS TO BE FLUSH WITH FINISHED GRADES. D. DOUBLE CHECK VALVE ASSEMBLY: 1. BACKFLOW PREVENTION DEVICES SHALL HAVE SUFFICIENT CLEARANCE FROM OTHER MATERIALS FOR PROPER MAINTENANCE. MINOR ADJUSTMENTS OF LOCATION MAYBE REQUIRED FOR TECHNICAL PURPOSES OR TO SATISFY LOCAL GOVERNING AGENCIES AT NO ADDITIONAL COST TO THE CONTRACT 2. INSTALL ACCORDING TO MANUFACTURER'S SPECIFICATIONS, AND TO LOCAL MUNICIPAL CODE 3. INSTALL PER DETAIL. E. REMOTE CONTROL VALVES: 1. BEFORE INSTALLATION, SUPPLY LINE SHALL BE THOROUGHLY FLUSHED. 2. ENCLOSE VALVE IN VALVE BOX. 3. INSTALL PER DETAIL F. QUICK COUPLING VALVES: 1. ENCLOSE IN VALVE BOX. 2. PROVIDE ONE CUBIC FOOT OF 3/4" MINUS WASHED GRAVEL SUMP UNDER EACH VALVE. 3. INSTALL PER DETAIL OF PLAN SET AND AT LOCATIONS INDICATED ON PLAN. G. CONTROL WIRE: 1. CONTROL WIRE SHALL BE TAPED TOGETHER AT 10-FOOT INTERVALS. 2. WIRING SHALL OCCUPY THE SAME TRENCH AND SHALL BE INSTALLED ALONG THE SAME ROUTE AS PRESSURE SUPPLY OR LATERAL LINKS WHENEVER POSSIBLE. 3. PROVIDE A 24 INCH LOOP OF CONTROL WIRE IN EACH VALVE BOX. 4. ALL SPLICES MUST BE MADE WATERTIGHT DRI-SPLICE DS-400, OR APPROVED SUBSTITUTE, AND CONTAINED IN VALVE BOXES. 5. SPLICES WILL BE PERMITTED ONLY AT THE VALVES AND NEVER BETWEEN VALVES OR VALVE AND CONTROLLER. THERE MUST BE A SEPARATE LEAD OR "HOT" WIRE TO EACH AUTOMATIC VALVE. ONE (1) COMMON WIRE WILL BE ACCEPTABLE. ONE (1) SPARE WIRE MUST BE RUN TO THE FARTHEST VALVE FROM THE CONTROLLER AS AN EXTRA WIRE. H. AUTOMATIC CONTROLLERS: 1. ELECTRICAL WIRING SHALL BE INSTALLED ACCORDING TO LOCAL CODE. THE COST OF ALL ELECTRICAL WORK NECESSARY TO MAKE THE AUTOMATIC EQUIPMENT OPERATE PROPERLY SHALL BE INCLUDED IN THIS CONTRACT. 2. LOCATION AND TYPE OF CONTROLLER SHALL BE PER PLANS. 3. MOUNT THE PANEL ENCLOSURE SO ADJUSTMENTS CAN BE CONVENIENTLY MADE BY THE OPERATOR. 4. PROVIDE A CONTROLLER CHART SHOWING THE AREA CONTROLLER BY THE AUTOMATIC CONTROLLER. CHART SIZE SHALL BE MAXIMUM SIZE TO FIT IN THE CONTROLLER DOOR. CHART SHALL BE A REDUCTION OF THE "AS -BUILT" DRAWINGS. 5. SUPPLY OWNER WITH TWO CONTROLLER KEYS. I. PIPE FITTINGS: 1. THE CONTRACTOR SHALL EXERCISE CARE IN HANDLING, LOADING, UNLOADING AND STORING TO AVOID DAMAGE. DELIVER PLASTIC PIPING IN BUNDLES, PACKAGED TO PROVIDE ADEQUATE PROTECTION OF PIPE ENDS, EITHER THREADED OR PLAIN.THE PIPE SHALL BE TRANSPORTED IN A VEHICLE WITH ABED LONG ENOUGH TO ALLOW THE LENGTH OF PIPE TO LAY FLAT, SO AS NOT TO BE SUBJECT TO UNDUE BENDING OR CONCENTRATED EXTERNAL LOAD AT ANY POINT. FITTINGS SHALL BE STORED UNDERCOVER. 2. PVC CEMENT SHALL BE IPS WELD -ON. SOLVENT WELDING JOINTS SHALL BE GIVEN AT LEAST 15 MINUTES SET-UP TIME BEFORE MOVING OR HANDLING. PIPE SHALL BE CENTER LOADED TO PREVENT SLIPPING. NO WATER SHALL BE PERMITTED IN PIPE UNTIL PERIOD RECOMMENDED BY MANUFACTURER. 3. BACK FILLING SHALL BE DONE WHEN PIPE IS NOT IN AN EXPANDED CONDITIONS DUE TO HEAT OR PRESSURE. 4. BEFORE PRESSURE TESTING, SOLUBLE WELD JOINTS SHALL BE GIVEN CURING TIME AS RECOMMENDED BY MANUFACTURER. 5. NO PVC PIPE MAY BE THREADED OR CONNECTED TO A THREADED FITTING WITHOUT AN ADAPTER. 6. GREAT CARE MUST BETAKEN TO INSURE THAT THE INSIDE OF THE PIPE IS ABSOLUTELY CLEAN. ANY PIPE ENDS NOT BEING WORKED ON SHOULD BE PROTECTED AND NOT LEFT OPEN. J. PIPESLEEVES: 1. WHEREVER IRRIGATION LINES OR WIRE CROSS BENEATH PAVED SURFACES, PIPING AND WIRE SHALL BE INSTALLED IN SLEEVES. SIZE TO BE TWO TIMES PIPE DIAMETER, MINIMUM TWO INCH SLEEVE SHALL BE PROVIDED FOR WIRE. SET SLEEVES AT 24" BELOW GRADE. COORDINATE INSTALLATION WITH GENERAL CONTRACTOR. K. MANUAL DRAINS: 1. INSTALL PER MANUFACTURER'S RECOMMENDATIONS AS SHOWN ON IRRIGATION PLAN. 2. INSTALL BY TEEING DOWN TO 3/4-INCH DRAIN VALVE. PROVIDE A DRAINAGE SUMP SIZED TO RECEIVE VOLUME OF DRAIN WATER. 3. MAKE MANUAL DRAIN VALVES ACCESSIBLE BY INSTALLING AN ADJUSTABLE PIPE SLEEVE TO MEET FINISHED GRADE WITH LOCKING VALVE MARKER LID FLUSH WITH FINISH GRADE. L. PRESSURE REGULATOR: 1. SET MAX. OPERATING PRESSURE AT 35 PSI. M. PIPE INSULATION PER PLAN: 1. APPLY POLYETHYLENE PIPE WRAP INSULATION TO ALL EXPOSED PIPE. 3.5 SYSTEM FLUSHING A. ENTIRE SYSTEM SHALL BE FLUSHED PRIOR TO INSTALLATION OF DRIPLINE AND SPRINKLER HEADS. 3.6 PERFORMANCE TESTS/SUBSTANTIAL COMPLETION A. UPON COMPLETION OF SYSTEM INSTALLATION, CONTRACTOR SHALL OPERATE SYSTEM BY MEANS OF THE AUTOMATIC CONTROLLER IN PRESENCE OF OWNER'S REPRESENTATIVE. B. AUTOMATIC SYSTEM SHALL BE CYCLED ELECTRICALLY AND AUTOMATICALLY TO THE SATISFACTION OF OWNER'S REPRESENTATIVE. 3.7 DISPOSAL OF WASTE MATERIAL A. STOCKPILE, HAUL FROM SITE, AND LEGALLY DISPOSE OF WASTE MATERIALS, INCLUDING UNSUITABLE EXCAVATED MATERIALS, ROCK, TRASH, AND DEBRIS. DEBRIS MUST BE REMOVED AT THE END OF WORK TIME EACH DAY. B. MAINTAIN PAVEMENT AND CURB CLEAR, CLEAN, AND FREE OF DEBRIS AND SOIL. PAVEMENT AND CURB SHALL REMAIN CLEAR, CLEAN AND FREE OF DEBRIS. 3.8 SURFACE RESTORATION A. PROTECT EXISTING LANDSCAPING, REMOVE AND REPLANT AS NECESSARY TO COMPLETE INSTALLATION. REPLACE DAMAGED LAWN AREAS AND PLANTS WITH NEW PLANTS TO MATCH EXISTING. 3.9 CLEAN-UP A. CLEAN ALL WORK AREAS ADJOINING AREA, SUCH AS PAVING, CURBS, CATCH BASINS, MANHOLES AND LAWN, OR DEBRIS CAUSED BY THE WORK ON THIS PROJECT, OR ANY PART OF PROJECT, ON COMPLETION OF OPERATIONS AND PRIOR TO WATERING. ALL HARD SURFACED AREAS SHALL BE WASHED CLEAN. 3.10 FINAL COMPLETION A. UPON COMPLETION AND APPROVAL OF ALL TESTS. B. PROVIDE OWNER WITH A LETTER FOR HIS SIGNATURE OUTLINING COMPLETION OF JOB AND OWNER'S FINAL ACCEPTANCE WITH START AND STOP DATES OF WARRANTY PERIOD. 3.11 WARRANTY A. SHOULD ANY TROUBLE DEVELOP WITHIN ONE (1) YEAR WHICH, IS DUE TO INFERIOR OR FAULTY MATERIAL AND/OR WORKMANSHIP, THE TROUBLE SHALL BE CORRECTED, WITHOUT DELAY, TO THE SATISFACTION OF THE AUTHORIZED OWNER'S REPRESENTATIVE AND AT THE CONTRACTOR'S EXPENSE. B. SYSTEM PROTECTION: AS PART OF WARRANTY UNDER THIS CONTRACT, CONTRACTOR SHALL BE RESPONSIBLE FOR DEACTIVATING AND DRAINING OF SYSTEM PRIOR TO ONSET OF FREEZING SEASON AS PER LOCAL SEASON REQUIRES, AND FOR REACTIVATING THE SYSTEM AT ONSET OF SPRING GROWING SEASON, EACH EVENT THE SYSTEM IS COMPLETED IN A SEASON WHEN SYSTEM WILL NOT BE IN USE, CONTRACTOR WILL WINTERIZE THE SYSTEM AS PER LOCAL SEASON REQUIRES, UPON COMPLETION OF TESTING AND APPROVAL BY OWNER AND REACTIVATE THE SYSTEM IN SPRING. IMIIKOIN61XQIEOIII 1 REVISED PER CITY COMMENTS MEM 7D5/21 HHH 2 REVISED PER CITY COMMENTS MEM 2/15/22 HHH 3 REVISED PER CITY COMMENTS MEM 4/11/22 HHH N0. REVISION BY DATE APPR �OF WAA" ��P��yeENNErTSO �°2 U U � 1 CORE DESIGN CIVIL ENGINEERING LANDSCAPE ARCHITECTURE PLANNING SURVEYING 12100 NE 195th St, Suite 300 Bothell, Washington 98017 425.885.7877 R-41 7980 IN COMPLIANCE WITH CITY OF RENTON STANDARDS CURRENT PLANNING p, 9% DEVELOPMENT ENGINEERING MHerrera 05/10/2022 msippo 05/10/2022 SURVEYED: SCALE: DATE: ,/ �//9 9��� 'LE V/V R S7RACUE P.L•S HORIZONTAL: VERTICAL: N381 :DAVD 98991 G 88 DESIGNED: C T Y 0 CANOPY Y SHAHLA HOWEE 4196 L/NCOLNAVE NE, RENTON, WA 98056 FIELDBOOK: RENTON PAGE DRAWN: DAIVIVY I/ILLAGRAIVA ONE INCH DATUM IRRIGA TIOV NOTES DRAWING NO: CHECKED: q� AT FULL SCALE Planning/Building/Public Works Dept. �J O� L1AR)SEY SCLORIO IF NOT ONE INCH APPROVED: SCALE ACCORDINGLY SHEET: OF: 1AA)SEY R. SOL 0R/0 IDLE 92 107 PC O Q O Q c3 0 C9 J FROM SOURCE IRRIGATION WATER METER (1") CONNECTION AND WATER METER GALVANIZED PIPE TO POINT OF CONNECTION VALVE BOX MUELLER SHUT OFF VALVE WILKENS Y5 100 STRAINER 1 1/2" PRESSURE REDUCING VALVE APPROVED DOUBLE CHECK VALVE (SEE DETAIL HEREON) VALVE BOX (CARSON JUMBO BOX) MASTER CONTROL VALVE DRAIN VALVE BRASS QUICK COUPLER VALVE (RAINBIRD 44LRC) APPROVED VALVE BOX WITH BOLT DOWN < PVC PIPE (SCHEDULE 80) FLOW SENSOR PVC IRRIGATION MAIN (SCHEDULE 40) SPRINKLER HEAD REMOTE CONTROL VALVE NOTES: 1. DO NOT ALLOW VAULT TO REST ON PIPE USE EXTENSIONS AS NECESSARY. 2. VALVE TO BE SET PLUMB & CENTERED IN VALVE BOX. 3. CONTRACTOR TO PROVIDE (1) EACH QCV KEY AND SWIVEL HOSE ELL PER PROJECT. 4. PROVIDE 6" DEPTH DRAIN ROCK. DETAIL - POINT OF CONNECTION PLAN WITH PRV NOT TO SCALE CONDUIT FOR GCBL WIRING CONDUIT FOR CONTROL WIRES JNTER MODEL ACC-4800-PED 4" POWER CONDUIT: SIZE, 'PE, DEPTH PER LOCAL CODE ;OUND WIRE CONDUIT, V. 1 1/2". GROUND PER IC GUIDELINES )ESTAL BASE: CONCRETE PREFABRICATED FINISH GRADE DETAIL -CONTROLLER WITH PEDESTAL NOT TO SCALE MATIC CONTROL VALVE 'LASTIC ISOLATION BALL VALVE SAME SIZE AS CONTROL VALVE -VAULT FLUSH W/ FINISH GRADE 4" CLEAR ���� USE CARSON STANDARD VALVE BOX FOR 1" z �� ��� VALVES,CARSON JUMBO VALVE BOX FOR 1-1/2 /N_"L" I�� VALVES,ANDSUPER-JUMBO VALVE BOX FOR 2" �����T�� 2 °O°���'� VALVES. VAULT TO EXTEND MIN. 6" BELOW ^" ' ; VALVE. USE EXTENSIONS AS NECESSARY. N SCHEDULE 40 PVC NIPPLE, TYP. CLE R LENGTH AS REQUIRED SCHEDULE 40 PVC 90 LATERAL LINE BLULOCK & PVC CLASS 200 PVC UNIONS. TYP. USE 3" LENGTH NIPPLES BOTH SIDES OF UNION. VALVE NOTES: 1. DO NOT ALLOW VAULT TO REST ON PIPE. 2. ALL PIPE AND FITTINGS WITHIN VAULT TO BE SCH 40 PVC SAME SIZE AS OUTLET LATERAL. 3. ALL BOLT COVERS TO BE LOCKING TYPE, BOLT INSTALLED. 4. NO FEMALE ADAPTERS PERMITTED. 5. TEFLON TAPE ONLY. USE NO PIPE DOPE. 6. PROVIDE 6" WASHED DRAIN ROCK BENEATH VAULT. FINI COMPACTED CLEAN BACKFILL PVC LATERAL PIPE PVC MAINLINE FIELD CONTROL WIRES TAPED TOGETHER AT 10" O.C. LOCATE 6" FROM SIDE OF MAINLINE COMPACTED CLEAN BACK -FILL OR BEDDING SAND, 6" DEPTH BELOW PIPE DETAIL - ZONE CONTROL VALVE NOT TO SCALE SOT BARRIER )NCRETE SIDEWALK I. IN SIDEWALK PLANTING STRIPS PLACE MAINLINE 4T 24" DEPTH AND 12" IN FROM SIDEWALK. 2. IN SIDEWALK PLANTING STRIPS PLACE -ATERALS AT 12" DEPTH AND 18" IN FROM 31 DEWALK. MAINLINE AND LATERAL TRENCHING UNDERGROUND LOCATOR SERVICE CALL BEFORE YOU DI C/ 811 BARE COPPER TRACE WIRE 12" GAUGE TAPED ON MAINLINE 15" O.C. ASPHALT, CONCRETE OR MASONRY PAVED SURFACE BY OTHERS �y?OMPACTED BACKFILL FROM NATIVE SOIL y���`,,. 1. SLEEVES REQUIRED UNDER ALL PAVED AREAS. 2. DUCT TAPE ENDS OF SLEEVE PIPE 3. SURVEYOR TO LOCATE ALL HARD SURFACES PRIOR ° TO SLEEVE PIPE INSTALLATION. ° 5/8 MINUS CRUSHED ROCK BEDDING PVC SLEEVE SLEEVE TRENCHING DETAIL - TRENCHING NOT TO SCALE 19I_1►\91\�i�l BALL VALVE MAIN SHUT OFF MNOTES: 1. DO NOT ALLOW VAULT TO REST ON PIPE. 2. ALL PIPE AND FITTINGS TO BE 1 SIZE LARGER THAN COMPONENTS. USE REDUCING BUSHINGS. O 3. ALL SCHEDULE 40 PVC PIPE AND FITTINGS FROM METER ASSEMBLY TO DOWNSTREAM OF SECOND VAULT. NO FEMALE ADAPTERS 0 OR CLOSE NIPPLES. 4. INSTALLATION SHALL CONFORM WITH CITY OF ISSAQUAH STANDARD DETAIL NO. W-20. REVIEW CURRENT CITY STANDARDS FOR O REVISIONS. 5. TEST COCKS MUST HAVE 12" CLEARANCE. N 1 6. 6"MINIMUM FOR 374" & 1" DEVICES, USETWO'CARSON JUMBO' MODEL BOXES WITH THE BOTTOM BOX INVERTED. FOR 11/2" INSTALLTWO'FOG TITE #2'REINFORCED CONCRETE BOXES OF THE SAME SIZE OR LARGER AND 2" DEVICES, r ; BOTH SIDES 7. i TEFLON TAPE ONLY. USE NO PIPE DOPE. V PRESSURE REDUCING VALVE INSTALL SIDEWAYS 3" MIN 6" MAX 12" MIN yx.�r�•�►\man FLUSH WITH FINISH GRADE DOUBLE CHECK VALVE SCH. 80 PVC UNION, TYP. 4" CPP TO­.r �r WASHED DRAIN ROCK, 12" DEPTH THROUGHOUT DOUBLE CHECK ASSEMBLY WITH PRV AND MASTER VALVE NOT TO SCALE HEAD TO HEAD SPACING MAY BE DEFINED AS EACH HEAD'S SPRAY HITTING EACH ADJACENT HEAD, ALL DIRECTIONS. FOR EXAMPLE, 12' RADIUS HEADS SHALL NOT BE SPACED FURTHER THAN 12' ALL DIRECTIONS. HEAD TO HEAD LAYOUT NOTE: PLAN VI ALL SHRUB HEADS TO BE IN SHRUB BED, AND TURF HEADS SHALL BE PLACED IN THE TURF, 4" FROM EDGE OF BED. NOTES: 1. USE 4" POP -UPS IN TURF AREAS AND 12" POP -UPS IN SHRUB OR GROUND COVER AREAS. 1 REVISED PER CITY COMMENTS MEM 7D5/21 HHH 2 REVISED PER CITY COMMENTS MEM 2/15/22 HHH 3 REVISED PER CITY COMMENTS MEM 4/11/22 HHH N0. REVISION BY DATE APPR DETAIL - HEAD LAYOUT NOT TO SCALE QUICK COUPLER VALVE 4" MASTER VALVE VAULT PER SPECS UNION, TYP. CHANGE FROM SCH. 80 TO SCH. 40-2" MAIN LINE N O WYE STRAINER WITH BLOWOFF INSTALLED O 0 FLOW _ Q TO FLOW SENSOR V WASN°� CIVIL ENGINEERING P ENNET� ��0' LANDSCAPE ARCHITECTURE PLANNING DESIGN SURVEYING T C 12100 NE 195th St Suite 300 Bothell Washington 98017 425.885.7877 gNo COS°°° RA 17981 IN COMPLIANCE WITH CITY OF RENTON STANDARDS CURRENT PLANNING * DEVELOPMENT ENGINEERING AlOftlk IN %MHerrera 05/10/2022 msippo 05/10/2022 00, SURVEYED: EEVIV R S7RACUE P.L.S SCALE: VERTICHORIZONTAL: :NDAVID 1988 81991 C T Y 0 CANOPY 4196 L/NCOLNAVENE, RENTON, WA 98056 DATE: ,/ 9 9 Y�//��� DESIGNED: SHAHLA HOWEIV FIELDBOON: RENTON PAGE DRAWN: OA°°K °LA°°A°A ONE INCH °ATOM Planning/Building/Public Works Dept. /RR/GA T/ON DETAILS DRAWING NO: L3.31 CHECKED: LINOSEY S(LORIO AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY APPROVED: SHEET: OF: 1AA)SEY R. SOL 0R/0 P.L. A 9 J 107 A bb_ O Z Q O Q 0 0 Lv Q w z w w O O 0 m N N N O N .—I PASSIVE TRAIL TO CONNECT TO THE CITY OF 1► NEWCASTLE'S PEDESTRIAN 0 TRAIL ALONG THE 0 NE 43RD ST R.O.W. ccr w z moo' � as \� � o 0 LU M \ cl' I �1v � _ s CD jL UNEXCAVATED WOOD CHIP TRAIL TO EXTEND TO NE 43RD ST. CD TRAILSHALL BE FIELD FIT, AVOIDING TREES, SENSITIVEAREAS, AND OTHER OBSTRUCTIONS. �� \� \\ \ \ % MITIGATION SHALL BE PROVIDED WHERE NECESSARY FOR UNAVOIDABLE IMPACTS. 2� \ SEE SHEET L2.33 = 200 cD / I\ TEE SEE SHEET L4.03 s s SS ss 210— \ \ ss ss —ss ss s �� ss ass \� moo— \ 1= � L-- - -----------T---J �� w70-7-----w m-0-----a--m-�-wi�� ----- �- Ill. �--�--AMILMm__�--�-\arm--���1-1 // \ -= -� _- -SEESHEET -L4.04 4F\T \ \ 44 \6 S \�222 ALLEY2 - - _ �� \ IL 231 ± ���_`���� s F X�� — + -22 23 2 , 26 27 28 Z / \ \ SFI � /\/v �40 bT75 �a \ P� F �� / / / / \ i — o� / -----� — —--------\\ ——_-------------- \ --— — — — — — — 938— s 561± s 55 S 6I 686+ 604± s 18 ` s CONCRETE PASSIVE TRAIL 3,20 7�6.t S 3 F \ \ \ f \ Y� TRACT G— VIEW STATION OF CRITICALAREA \ / \, ADJOINED TO TRAIL FIELD FIT 25; 51 7±rSF-- \y\Y-�. _.A v v\ v \ V A A v jV C\\ Ss \ i —� SS �__SEE SHEET �\ \ , LINCOL//N AVE NF� � AG ( i S S - ' , \ L \ LF \ OPEN SPACE LEGEND PUBLIC: OPEN SPACE (PASSIVE/ACTIVE RECREATION) \� REQUIRED 43,821 S.F. �\ PROVIDED 46,137 S.F. SURPLUS 2,316 S.F. PUBLIC: CONCENTRATED OPEN SPACE (55 UNITS) * (50 S.F.) = 2,750 S.F. REQUIRED 5,745 S.F. PROPOSED (TRACT F) 2,955 S.F. SURPLUS PRIVATE: OPEN SPACE (55 UNITS) * (225 S.F.) = 12,375 S.F. REQUIRED 42,705 S.F. PROPOSED 30,330 S.F. SURPLUS SEE SHEET 14.02-14.04 FOR INDIVIDUAL SQUARE FOOTAGE NUMBERS AND SPECIFIC PRIVATE OPEN SPACE CATEGORIES PUBLIC: OPEN SPACE CALCULATIONS OPEN SPACE MUST EQUALAT LEAST TEN PERCENT (10%) OF THE DEVELOPMENT SITE'S GROSS LAND AREA. GROSS LAND AREA: 10.06 ACRES (438,213.6 S.F.) (438,213.6 S.F.) * (.10) = 43,821 S.F. REQUIRED TOTAL OPEN SPACE (PASSIVE/ACTIVE) TRACT A: 13,272 S.F. TRACT B: 5,779 S.F. TRACT C (TRAIL): 2,043 S.F. TRACT G (TRAIL): 2,210 S.F. TRACT H: 14,233 S. F. TRACT J: 2,246 S.F. TRACT K: 3,176 S.F. ALLEY 2: 3,178 S.F. TOTAL: 46,137 S.F. (46,137 S.F. (43,821 S.F.) = 2,316 S.F. SURPLUS 1 REVISED PER CITY COMMENTS MEM 7/15/21 HHH SURVEYED: GLEIUV R. SERA CUE P.LS SCALE: 2 REVISED PER CITY COMMENTS MEM 2/15/22 HHH DESIGNEDSHAHLA HOWEE 3 REVISED PER CITY COMMENTS MEM 4/1 \22 HHH DRAWN: DAIVIVY I/ILLAGRAIVA ONE INCH CHECKED: q� L1AR)SEY SOLORIO AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY NO. REVISION BY DATE AP P R APPROVED: L 1AA)SEY R. SOL 0R/0 P.L. A VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/1991 DATUM SCALE: 1" = 20' 0 10 20 40 C TY OF PEETOE Rcnning/Building/Public Works Dept. EWAS C CIVIL ENGINEERING gENNEr = °2 LANDSCAPE ARCHITECTURE ���� PLANNING DESIGN SURVEYING 2 A, ° C 12100 NE 195th St Suite 300 Bothell Washington 98017 425.885.7877 CAP R-417982 IN COMPLIANCE WITH CITY OF RENTON STANDARDS CURRENT PLANNING � DEVELOPMENT ENGINEERING � MHerrera 05/10/2022 msippo 05/10/2022 CANOPY 4196 L/NCOLNAVENE, RENTON, WA 98056 OPEN SPACE PLAN DATE: 4TT11122 FIELDBOOK: PAGE: DRAWING NO: L4.01 SHEET: OF: 94 107 M C5 0 N v N M O 0 PC b O Q 0 Q 00 b ° \ i 21'-9" - d� 21'-9" b 6' 6„ - '- oa LO 5' _ co /� (V — 25'-4" �� ° 29'-1� �d = - - _ N ---- -- 13' 1 - �\ _ N � _ 0"1 \ 91 N / 8 5' 6" 9' 8' -4" 8' 9 5'-4— — \� \ \T 5'-4" \ ' 51- ` \8+ SF 2,561± SF 555± 2,686± SF 6" 91 A 2 3,604± SF / 101,— / S\ \ 5'-10" 10 3'-9 5' a _8 101, N ab 5 7u / \ cm = 10° a co coo 5 / ° a /5�1°0„ b 6, �„ N cm"5'-10" iv — \ \ \\ \\\\\\\\ 2 629± SF \ \\ a 1 2 6„ `' 6� 5 1'-1' ° a ° .0 a 50 \ \ `,-1 — — — a� � — — � 6 6' \ \\ \\ 710° °° \\\\\ \\\\ 511-6\ t 11 6" \ \ 11' 6„ \ ° ° \ o a a °p ° \ �/ �\ 6 5 8 \ col 1 i\\\ / 2' 6 2; ' 3 18' 3„ ° ° -1 { 0" 11' 4" ° o ° �1 4„ 7 °° / \\ �\ \ \ 4' \ \\ \ \ � 5 -11 6'-7" 1- \\\\\\\\\ o SAL �� 4_ — \ — ' \ \ \\ \\\ \ \\ 2,\68\F20 2,4 5 62��SF V /I/ 22F+ SF 3,203± 2,716±F / \ - b b ° b \ \\ \\\\\\ / LO 17'-8" 77 17 \I \ I 2,429±\ TRACTG / NGP 23- 25, 51 T± 1SF _` \ a 9 22'-11' 13' 2„ yo \ \ \ \\\\\\\\\\\ V y V A\\yV y�vy\ z31 titi° 9' S" bly V \ FT 72 \ A\A\\V A\\ 1 69' AV \\ \V A\ \V A\ \V A\ \\ \ V80 �\ \ \\\\co \ \\ vy %yy vy vyy y\yv\ yyy yy v y �yy y \vy yy yy y\\yy yy yy y y_ y T y \ \\ FT, \ \ \ \ \ \ \ \ \ \ \ \ vV, \ \ \\\v A\\\\ \\\\\\ A\\\\\\\\\\\V\\\\. ° TEE\\ \\\\\\�\\\ \\\\A\\\\\\\\y\\\ V /� ° — o ss SS s \ \ \ \ \ \ \ ° \ \\ \\ \\ \\ \ \\ \\\ SS \\\v\\ \\ \ \�s \ \ ° \ \\ \\ yy\\ yvvyy\yy yyyvyy\\ yyyvyyyvyy yyy�yyyy yyvy �. ° � yyyvy\yvyv� yyyvyyyv y yyvv / � � ° \yyv � y y y y \\\\\ \\\\\\\\\\\\\\\\\\�\ \\\ y yyy�y yvyy y yvyy yyy yyyvyyyyyvyyy�yy �yy \ y yyyvyyyvyyA\vyy = v y NAV vyyv y yyv yy\yy yyy yyy yy yv yyy y y\ y I a yyyy yyyyyyAvy� yyvy y y vyy yy y yy yyy yyy yyyvyy yyyyy yyy\ v ° LLING v \ \\\\ \\\\\\\\\\\\\\\ \\\ \\\\\\\\\\\\ b OSS W PRIVATE OPEN SPACE AREA (TYP.) SEE TABLE HEREON FOR TABULATED TOTAL AREA PER LOT. °F A y\T CIVIL ENGINEERING PRIVATE OPEN SPACE SQUARE FOOTAGE LOTS 1-16 PRIVATE OPEN SPACE CATAG O R I ES C� \ °\ N 10< LANDSCAPE ARCHITECTURE PRIVATE OPEN SPACE LOT# Lower Level Middle Level Upper Level Yards & Streetscape Porch (SF) Patio (SF) Porch (SF) Deck (SF) Patio (SF) Deck (SF) Porch (SF) Private Open Space Total 1 553 65 618 2 602 65 1 667 3 593 65 658 4 512 65 577 5 512 65 577 6 772 65 837 7 842 57 54 43 996 8 959 175 59 49 1242 9 971 57 54 46 1128 10 1 990 57 1 54 43 1144 11 774 175 59 49 1057 12 765 175 59 49 1048 13 809 57 54 43 963 14 904 57 54 46 1061 15 1040 175 59 49 1323 16 1961 175 59 49 2244 STREETSCAPE LANDSCAPING FRONT AND BACKYARDS NOTE: TO BE PROVIDED PRIOR TO OCCUPANCY PORCHES, PATIOS, DECKS 1 REVISED PER CITY COMMENTS 2 REVISED PER CITY COMMENTS 3 REVISED PER CITY COMMENTS NO. I REVISION MEM 7/ 1 5/2 1 HHH SURVEYED: aESIV R. SPRAGUE P. L S. SCALE: MEM 2/ 1 \22 HHH DESICNED SHAHLA SOWEIV MEM 4/ 1 1 /22 HHH DRAWN: CANNY I/ILLAGRANA ONE INCH CHECKED: � INOSEI/ SOL ONTO AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY BY DATE AP ER APPROVED: LINOSEY S. SOLOR10 P L A VERTICAL: NAVD 1988 HORIZONTAL: HAD 1983/1991 DATUM SCALE: 1" = 20' 0 10 20 40 C TY OF RENTON Planning/Building/Public Works Dept. N M 0 O PLANNING DESIGN SURVEYING V, v 3s'+kP.l G 72700 NE 195th St, Suite 300 Bothell, Washington 98071 425.885.7877 04 °\NOSCAP\ RA 17983 IN COMPLIANCE WITH CITY OF RENTON STANDARDS CURRENT PLANNING � DEVELOPMENT ENGINEERING + MHerrera 05/10/2022 msippo 05/10/2022 0 CANOPY DATE:41\ L QV 4196 L/NCOLNAVENE, RENTON, WA 98056 FIELD60OK: PAGE: PR/VA TE OPEN SPACE DRAWING NO: ENLARGEMENT.- LOTS 116 L4.02 SHEET: OF: 95 107 / \ 190 / i � PROPERTY BOUNDARY (TYP.) I \ LF — 180 � � 1v v y \ \ \ \ _180FEE 41 A \EFFE v � —� — 44- 46 y �z 44o5_sF \ 440 F 43 V A\ \\\\\\\V / A\\ \\ 4'2-- y46� 2,284± SF \V A\\V V \V A\\\\\ 2,346± SF \ \ so 2,467+ sF — v 7'-9° L0 ° - m-� - - yv�yy�yyyv yvyvy v yvyy� j JJ� TRACT C a ° o \ / \ ALLEY — V _150 � _ \ L9 \ L? v _ \ L Lr, �, 0") o / sn ��roc g _4 9' 4 _ — \ _ �— — _ 10$,, .� 10`-11'' �'' 6" 6'-7° 6' 6° \\� \ \\ \\ \ \\ \ \ \\ N / \0/\\\\\\\\\\\\\\\\\\\\\\�\\\ / \ \ \\ X) \ / \ \ \ \ — — — v 50 51 2 52 53 _ �V A\ �\\\\V A \\\\ ° / / \ 2,499- SF \324- SF 54 \ �\ \\ \ \\� \\ 0 \2± SF z,2 s� z S-F— + \��\\�\\� \ \\\ \ 49 \ \ z, 35+ SF ° SF 2,556± SF 8' 2" 15\\\\\ j A� �A%\\ a LO 7'-3" io �\ V `�\V A \ 8`"37 3\\�\\ o \ 9 \ \ o o m —m - — � \\Y 30 7`-3 \ N n 20'-E „9 ,9 — / / /� 20 S \ 20,_5„ o -0 6' 7° 6 6 ROW 1 / / / _69,975 140 ° _ i m m ° m PRIVATE OPEN SPACE SQUARE FOOTAGE LOTS 41-55 PRIVATE OPEN SPACE LOT# Lower Level Middle Level Upper Level Yards & Streetscape Porch (SF) Patio (SF) Porch (SF) Deck (SF) Patio (SF) Deck (SF) Porch (SF) Private Open Space Total 41 521 39 135 125 59 879 42 479 39 137 138 52 845 43 496 39 135 125 1 59 854 44 445 39 141 125 59 809 45 459 39 137 138 52 825 46 474 39 141 125 59 838 47 471 39 135 125 59 829 48 860 42 902 49 467 45 512 50 572 42 614 51 465 45 1 510 52 437 45 482 53 616 42 34 692 54 563 42 34 639 55 532 1 42 34 608 PRIVATE OPEN SPACE CATAGORIES ��r»ar.Yea���an.�Yea�u�N FRONT AND BACKYARDS NOTE: TO BE PROVIDED PRIOR TO OCCUPANCY PORCHES, PATIOS, DECKS SEESHEET L4.02 PRIVATE OPEN SPACE AREA (TYP.) SEE TABLE HEREON FOR TABULATED AREA PER LOT 1 REVISED PER CITY COMMENTS MEM 7/15/21 HHH SURVEYED: GLEIUV R. SERA CUE P.LS SCALE: 2 REVISED PER CITY COMMENTS MEM 2/15/22 HHH DESIGNEDSHAHLA HOWEE 3 REVISED PER CITY COMMENTS MEM 4/11/22 HHH DRAWN: DAIVIVY I/ILLAGRAIVA ONE INCH CHECKED: q� L1AR)SEY SOLORA) AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY NO. REVISION BY DATE AP P R APPROVED: ,E 110SEY R. SOL 0R/0 P.L.A. VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/1991 DATUM SCALE: 1" = 20' 0 10 20 40 C TY OF PENTON Rcnning/Building/PuNic Works Dept. � — \ — —z --- CIVIL ENGINEERING LANDSCAPE ARCHITECTURE PLANNING SURVEYING 12100 NE 195th St, Suite 300 Bothell, Washington 98017 425.885.7877 R-417984 IN COMPLIANCE WITH CITY OF RENTON STANDARDS CURRENT PLANNING jr,*%% DEVELOPMENT ENGINEERING MHerrera 05/10/2022 W msippo 05/10/2022 CANOPY 4196 L/NCOLNAVENE, RENTON, WA 98056 PR/VA TE OPEN SPACE ENLARGEMENT.- LOTS 4155 DATE: 4\11\22 FIELDBOOK: PAGE: DRAWING NO: L4.03 SHEET: OF: 96 107 M C5 0 N v N M O H R ■ \ — — o— — — — — — / — — — 6 35' � \ - 35 43' 35' i / N 35 cN 35' 35' i / \ �' n LO o N 35 35'-3" 'q -7/ / ,25 — s_ _ — \,450� 24538 F ° — 36 �4 / / 4�0— 2,450f SF 2,450f F 33 � f v 2,4 S— 2,450f S ,450± SF 413 a 5 �— T—T� 5' 5 '-f 5' ° \ a f 8 2 a ✓a ° °�.1'-8" / i rl rl '-6 cel rl�d " —°— -YN _SV a 3 a T°8 $\ � a 8a ° o � 3 6" 6 6 3 5 —° \ N --� — M '-2„ ° -2° — 3 6' 8 -2'a °� 8� ° �' �' -7 a V a W - I - ------- — --- ----- ---------- - PRIVATE OPEN SPACE SQUARE FOOTAGE LOTS 17-40 PRIVATE OPEN SPACE CATAGORIES PRIVATE OPEN SPACE LOT# Lower Level Middle Level Upper Level Yards & Streetscape Porch (SF) Patio (SF) Porch (SF) Deck (SF) Patio (SF) Deck (SF) Porch (SF) Private Open Space Total 17 626 44 46 716 18 626 44 46 716 19 620 44 46 710 20 625 44 46 715 21 625 44 46 715 22 598 44 46 688 23 623 44 46 713 24 598 44 46 688 25 624 44 46 714 26 887 44 46 977 27 633 50 120 49 852 28 631 50 120 1 49 850 29 825 50 120 49 1044 30 454 39 63 141 59 756 31 451 39 63 135 59 747 32 464 39 63 137 59 762 33 451 39 63 135 59 747 34 451 39 63 141 59 753 35 335 39 63 135 59 631 36 595 39 135 125 59 953 37 386 39 137 138 52 752 38 386 1 39 1 141 125 1 59 750 39 386 39 1 135 125 59 744 40 1133 39 1 137 138 52 1499 STREETSCAPE LANDSCAPING FRONT AND BACKYARDS NOTE: TO BE PROVIDED PRIOR TO OCCUPANCY PORCHES, PATIOS, DECKS UNDERGROUND LOCATOR SERVICE C% L L BE\EE YOU D\ 811 1 REVISED PER CITY COMMENTS MEM 7/15/21 HHH 2 REVISED PER CITY COMMENTS MEM 2/15/22 HHH 3 REVISED PER CITY COMMENTS MEM 4/11/22 HHH N0. REVISION BY DATE APPR PRIVATE OPEN SPACE AREA (TYP.) SEE TABLE HEREON FOR TABULATED AREA PER LOT. PROPERTY BOUNDARY (TYP.) SCALE: 1" = 20' 0 10 20 40 \ O O v — M N O ° I V ',�°F wAS C CIVIL ENGINEERING P ENNE7 °�°2 LANDSCAPE ARCHITECTURE PLANNING DESIGN SURVEYING 2 a � ° C 12100 NE 195th St Suite 300 Bothell Washington 98017 425.885.7877 R-417985 IN COMPLIANCE WITH CITY OF RENTON STANDARDS CURRENT PLANNING DEVELOPMENT ENGINEERING MHerrera 05/10/2022 msippo 05/10/2022 SURVEYED: EEVIV R S7RACUE P.L.S SCALE: 88 HORIZONTAL DAD 1198: DAVID �3/1991 C T Y OF AN PY 4196 L/NCOLNA I/E NE, RENTON, WA 98056 DATE:VERTIC,/ 9 9 ATT 112 DESIGNED: SHAHL A HOWEE FI ELDB°GK: RENTON PAGE: DRAWN: OA°°K °LEA°°A°A ONE INCH DATUM Planning/Building/Public Works Dept. PR/VA TE OPEN SPACE DRAWING NO: A L4°°° CHECKED: �'°° °°�°°'° AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY ENLARGEMENT"" LOTS 17-40 "Ctf. APPROVED: SHEET: OF: 110SEY R SOL 0R/0 P. L. A 1 97 107 ;C '1 O Q INTRODUCTION The subject property is composed of five King County tax parcels (3345700015, 3345700016, 3345700017, 3345700018, 3345700020). The site is approximately 10.1-acres, located at and adjacent to 8314 110th PI SE and 4130 Lincoln Ave NE in the City of Renton, Washington (Section 32, Township 24N, Range 5E, W M.). Access is via a driveway from Lincoln Ave NE. d' 1 6 d' EX. DITCH WETLAND A TO BE FILLED. 1,585 SF WETLAND B CATEGORY IV 50' BUFFER UTILITY EASEMENT Scale 1" = 100' 0 50 100 150 200 WETLAND WETLAND ENHANCEMENT BUFFER AVERAGING / (REDUCTION) BUFFER AVERAGING (ADDITION) BUFFER IMPACT WETLAND IMPACT BUFFER ENHANCEMENT A 19r'JMf1V I ft A AT PROPERTY BOUNDARY RIGHT-OF-WAY — — STREAM APPROX.STREAM BOUNDARY ---- STANDARD BUFFER ------------ 75% OF STANDARD BUFFER FINAL BUFFER/PERMANENT FENCE/SIGNS 15' BUFFER STRUCTURE SETBACK APPROXIMATE LOCATION OF TRAIL TO CONNECT TO CITY OF NEWCASTLES TRAIL ALONG NE 43RD ST RIGHT-OF-WAY 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 ------- I r I in WETLAND C CATEGORY IV 50' BUFFER IA APPROXIMATE LOCATION OF STREAM CROSSING I I STREAM S I I TYPE NP 75' BUFFER I I \ \ \ \ \ kETLAND D AATEGORY IV 50'\BUFFER \ \ \ \ I APPROXIMATE -j LOCATION\\OF I TRAIL IMPACT \ \ \ \ I \ PROPOSED TRAIL I \ \ I \ \ \ I \ \ \ I \ \ \ \ \ I \ UNOPENED \\ I RIGHT-OF-WAY \ OF 112TH AVE SE \\ I \ \ I \ \ \ I \ \ I \ \ \ I \ \ \ I \ \ \ I \ \ \ \ STEEP SLOPE AREA \ \ r9,997 SF \ \ \ \ \ \ \ \ \ \ \ \ BUFFER \ ENHANCEMENT \\ AREA A \ 6,788 SF \ \ STREAM S WETLAND C \\ \ I I I I I I I BUFFER IMPACT 401 SF BUFFER ENHANCEMENT AREA B 781 SF BUFFER IMPACT 380 SF STREAM S BUFFER REDUCTION 2,635 SF STREAM S BUFFER ADDITION 2,695 SF SITE DESCRIPTION The subject property is located within the May Creek sub -basin of the Cedar River/Lake Washington Watershed (WRIA 8). Lake Washington is approximately 3,000 feet west of the subject property. Surrounding land use is mixed, including residential, commercial, and industrial uses; with 1-405 approximately 1,100 feet to the west. The site is partially developed; in the south, there are multiple single-family residences and associated infrastructure, while the northern portion contains naturally vegetated pasture and forested areas. Topography slopes steeply to the west, and, according to King County iMap, is underlain by high erosion hazard areas, with slopes in excess of 20 percent. Four wetlands (Wetlands A through D) and one stream (Stream S) were identified within the investigation area. Pursuant to Renton Municipal Code (RMC), on -site wetlands were classified under the Washington State Wetland Rating System for Western Washington. 2014 Update (Hruby 2014). Wetlands A through D are classified as Category IV wetlands. Per RMC (7)(a) Stream S was classified based on the WAC 222-16-030. As such, Stream S is classified as a Type Np Stream. Per 4-3-050(G)(2), Category IV wetlands typically receive 50-foot buffers (when adjacent to non -low impact land uses) and Type Np streams typically receive 75-foot buffers. In addition, geological hazards were identified on -site by the geotechnical engineer, Terra Associates, Inc. Geological hazards identified include protected slopes, high erosion hazard area, and low seismic hazard area. Per RMC 4-3-050G(2), protected slopes require a 15 foot structure setback. PROJECT DESCRIPTION The applicant is proposing to develop a 56-lot residential development and associated infrastructure. To accommodate this development, the applicant will do a combination of buffer width averaging and wetland/buffer impacts, to be mitigated for on -site. As a result of required frontage improvements and stormwater infrastructure, the applicant will permanently impact the entirety of Wetland A (and a portion of an associated ditch), totaling 1,585 square feet, and a small portion (240 square feet) of Wetland B's buffer. In addition, the applicant will utilize buffer averaging to accommodate the proposed development adjacent to Wetland B, Wetland D, and Stream S. As mitigation for the impacts, the applicant is proposing a combination of on -site and off -site mitigation. A portion of the compensation (meeting City of Renton requirements) for Wetland A impacts will be provided by enhancing the entirety of the on -site portions of Wetlands B and D (totaling 4,865 square feet). This exceeds the 3.1 (enhancement to impact) ratio for Category IV wetlands, per RMC 4-3-050(J)(4)(c). The aforementioned impact to the buffer of Wetland B will be mitigated for via enhancement of 700 square feet of buffer located between Wetland B and Lincoln Ave NE (exceeding the 1.1 mitigation to impact ratio required by RMC 4-3-050(J)(4)(d)). To accommodate Stream S buffer width averaging, the applicant proposes to enhance a 6,788 square feet of stream buffer, per RMC 4-3-050(1)(2)(b)(v). As part of the proposed development the City of Renton is requiring an on -site and off -site trail to connect the development to the City of Newcastle's pedestrian trail located along the NE 43rd Street right-of-way, north of the subject property. The off -site portion of the trail will be located within the unopened right-of-way of 112th Avenue SE, that parallels the eastern property boundary. The trail shall be 5 feet wide, with the majority consisting of wood chips underlain with filter fabric, and will be field fit to avoid trees. The trail will cross portions of wetland, stream, and buffer. Per RMC 4-3-050C(3) and RMC 4-3-050C(4), trails are exempt and allowed within critical areas and their associated buffers as long as they meet certain requirements. The portion of trail crossing the wetland will consist of a boardwalk and supported by pin piles. The slatted decking of the boardwalk and grated top of the dock will allow precipitation to move through the structure. This design minimizes impacts to the wetland and aquatic area and avoids any fill or grading within the wetland. Disturbance within the wetland will be limited to vegetation impacted for boardwalk installation. This portion of the trail will impact approximately 134 square feet of vegetation associated with Wetland D. To mitigate for any temporal loss of vegetation from installation of the boardwalk, buffer enhancement of a portion of Wetland D's on -site buffer is proposed at a 3.1 enhancement to impact ratio. The bridge proposed over Stream S will be approximately 6 feet wide and will consist of concrete slabs and metal railings. The crossing will be consistent with WDFW stream crossing guidelines. PROJECT MONITORING PROGRAM Requirements for monitoring project: 1. Initial compliance/as-built report 2. Site inspection (twice per year) for five years 3. Annual reports (one report submitted during each monitored year) Purpose for Monitoring The purpose for monitoring this mitigation project shall be to evaluate its success. Success will be determined if monitoring shows at the end of five years that the definitions of success stated below are met. The property owner shall grant access to the mitigation area for inspection and maintenance to the contracted landscape and/or wetland specialist and City of Renton during the monitoring period or until the project is evaluated as successful. Monitoring Monitoring shall be conducted twice annually for five years in accordance with the approved Mitigation Plan. The monitoring period will begin once the City receives written notification confirming the mitigation plan has been implemented and City staff inspects the site and issues approval of the installation. Vegetation Monitoring Sampling points or transects will be established for vegetation monitoring and photo points will be established from which photos will be taken throughout the monitoring period. Permanent sampling points must be identified on the mitigation site plans in the first monitoring report (they may be drawn on approved plans by hand). Each sampling point shall detail herbaceous, shrub, and tree coverage. Monitoring of vegetation sampling points shall occur once per monitored year. Wetland Hydrology Monitoring To ensure that wetland hydrology is not impacted by the development, the wetland boundaries will be reviewed during the spring monitoring visit of each monitored year. If it appears that any existing wetland areas are no longer saturated or inundated for sufficient duration to support wetland conditions, those areas will be demarcated in the field and depicted on a map. Additional mitigation may need to be provided, as described in the contingency plan in Section 15, below. MONITORING REPORT CONTENTS Monitoring reports shall be submitted by December 31 of each year during the monitoring period. As applicable, monitoring reports must include descriptions / data for: 1. Site plan and vicinity map 2. Historic description of project, including date of installation, current year of monitoring, restatement of mitigation/restoration goals, and performance standards 3. Plant survival, vigor, and areal coverage for every plant community (transect or sampling point data), and explanation of monitoring methodology in the context of assessing performance standards 4. Wetland and buffer conditions, e.g., surrounding land use, use by humans, and/or wild and domestic creatures 5. Observed wildlife, including amphibians, avians, and others 6. Assessment of nuisance / exotic biota and recommendations for management 7. Color photographs taken from permanent photo -points that shall be depicted on the monitoring report map PROJECT SUCCESS & COMPLIANCE Criteria for Success Upon completion of the proposed mitigation project, an inspection by a qualified biologist will be made to determine plan compliance. A compliance report will be supplied to the City of Renton within 30 days after the completion of planting. A landscape professional or wetland professional will perform condition monitoring of the plantings in the spring and fall of each monitored year. A written report describing the monitoring results will be submitted to the City after each site inspection of each monitored year. Final inspection will occur five years after completion of this project. The contracted consultant will prepare a report as to the success of the project. Definition of Success The planting areas shall meet the following performance standards: a) End of Year 1 • 100 percent survival of newly planted species and • Less than 10 percent cover of weedy/invasive species b) End of Year 2 • 80 percent survival of newly planted species • Less than 10 percent cover of weedy/invasive species c) End of Year 3 • At least 50 percent native vegetation coverage within the mitigation areas* • Less than 10 percent cover of weedy/invasive species d) End of Year 5 • At least 80 percent aerial cover of native woody plant species*, • Less than 10 percent cover of weedy/invasive species. *Volunteering native species may be included in the aerial cover calculations. The species mix should resemble that proposed in the planting plans, but strict adherence to obtaining all of the species shall not be a criterion for success. PROJECT NOTES Pre -Construction Meeting Mitigation projects are typically more complex to install than to describe in plans. Careful monitoring by a wetland professional for all portions of this project is strongly recommended. Construction timing and sequencing is important to the success of this type of project. There will be a pre -construction meeting on this site between the Permittee, the consulting wetland professional, and laborers. The objective will be to verify the location of erosion control facilities, verify the location of mitigation areas, and to discuss project sequencing. Inspections A wetland professional shall be contracted to periodically inspect the mitigation installation described in this plan. Minor adjustments to the original design may be necessary prior to and during construction due to unusual or hidden site conditions. A City of Renton representative and/or the consulting professional will make these decisions during construction. CONTINGENCY PLAN If 20% of the plants are severely stressed during any of the inspections, or it appears 20 percent may not survive, additional plantings of the same species may be added to the planting area. Elements of a contingency plan may include, but will not be limited to: more aggressive weed control, pest control, mulching, replanting with larger plant material, species substitution, fertilization, soil amendments, and/or irrigation. � O ct � O Q Q co 0 c w V � CD N� - CD LUNLo Q wrn�o Q CO M co co _ CO CO L jLO N N � of �.' CD iX Ln > W Q rn LLI u_ I-� w ;,- ct O � O W Photo points No less than four permanent photo points will be established within the mitigation areas. Photographs will be taken from these points to visually record condition of the mitigation areas. Photos shall be taken annually between May 15 and September 30 (prior to leaf drop), unless otherwise specified. DEVELOPMENT ENGINEERING + r"1 msippo 05/10/2022 W R417986, 98 of 107 STREAM S BUFFER ENHANCEMENT PLAN If soils associated with the old road grade are compacted, site preparation including soil decompaction and amendment will occur prior to planting. If necessary, soils will be decompacted and 3 inches of premium topsoil shall be tilled into the top 6 inches of existing soil. The topsoil amendment shall have at least 15 percent organic content. Prior to planting, invasive woody species including (but not limited to) Himalayan blackberry (Rubus armeniacus) will be removed from the buffer enhancement area. Any existing native plants within the buffer shall be retained and protected. The following native trees and shrubs will be planted in the buffer enhancement area and any disturbed areas will be seeded with the buffer grass seed mix specified below: Stream S Buffer Enhancement Area A (6,788 square feet) Common Name Latin Name Size Spacing Quantity Western hemlock Tsuga heterophylla >_6' tall 9' 27 Big -leaf maple Acer macrophyllum 2" cal. 9' 27 Red alder Alnus rubra 2" cal. 6' 42 Osoberry Oemleria cerasiformis 1 gallon 6' 42 Snowberry Symphoricarpos albus 1 gallon 6' 42 Salal Gaultheria shallon 1 gallon 6' 42 Low Oregon grape Mahonia nervosa 1 gallon 6' 42 Stream S Buffer Enhancement Area B (781 square feet) Common Name Latin Name Size Spacing Quantity Western hemlock Tsuga heterophylla >_6' tall 9' 5 Big -leaf maple Acer macrophyllum 2" cal. 9' 4 Red alder Alnus rubra 2" cal. 6' 3 Osoberry Oemleria cerasiformis 1 gallon 6' 3 Snowberry Symphoricarpos albus 1 gallon 6' 2 Salal Gaultheria shallon 1 gallon 6' 2 Low Oregon grape Mahonia nervosa 1 gallon 6' 2 Buffer Grass Seed Mixture Common Name Latin Name lbs./1,000 SF Tall fescue Festuca arundinacea 0.4 Colonial bentgrass Agrostis tenuis 0.4 Annual ryegrass Lolium multiflorum 0.5 Red clover Trifolium repens 0.2 LARGE WOODY DEBRIS In addition to the enhancement plantings, any trees measuring four or more inches in diameter that are removed within 200-feet of Stream S, during the clearing and grading process, will be added to the Stream S buffer enhancement area. A minimum of one (1) piece of large woody debris (LWD) will be placed within the stream channel. Minimum size of this LWD will be 10-inch diameter and at least 8-feet in length. This LWD should be an evergreen species preferably cedar, hemlock, or fir, as they have relatively slower decay rates than deciduous species and have complex root systems. In -channel LWD shall be buried with a minimum of two-thirds of its length into the graded stream bank at an approximate 60-degree angle with its root -wad in contact with the stream and facing upstream. TYPICAL LARGE WOODY DEBRIS PLACEMENT IN -STREAM ROOTWAD IN CONTACT CEDAR, HEMLOCK, FIR WITH STREAM, WITH INTACT ROOTWAD, FACING UPSTREAM BURIED>2/3 LENGTH INTO STREAMBED v STREAM BED LWD CROSS-SECTION No Scale NOTES: 1) LOGS TO BE AT LEAST 10" IN DIAMETER, AND >_ 8' LENGTH CONIFER SPECIES (CEDAR, HEMLOCK, FIR). 2) PLACEMENT OF HABITAT LOGS TO BE DETERMINED IN THE FIELD. WITHIN BUFFER ENHANCEMENT AREAS 'LWO-LOG, FLALURL DEIAIL MR -LE -LOG FFAI'URF DE TAIL No Sc-,de NOTES. 1) LOGS TO BEAMINIMUM OF 4" IN DIAMETERAND MINIMUM 15' LENGTH 2) EACH CLUSTER SHALL INCLUDE 2-3 LOGS OF DIFFERING DIAMETERS 3) LOGS WITH ROOTWADS SHALL BE SET IN A SLIGHT DEPRESSION PLANTING NOTES Plant in the early spring or late fall and obtain all plants from a reputable nursery. Care and handling of all plant materials is extremely important to the overall success of the project. The origin of all plant materials specified in this plan shall be native plants, nursery grown in the Puget Sound region of Washington. Some limited species substitution may be allowed, only with the agreement of the landscape designer, wetland professional, and/or City staff. Pre -Planting Meeting Prior to control of invasive species or installation of mitigation plantings, a site meeting between the contracted landscaper and the consulting wetland professional shall occur to resolve any questions that may arise. During this meeting a discussion regarding plant spacing and locations of plant species including wetland verses buffer species shall occur between the landscape contractor and the consulting wetland professional. Handling Plants shall be handled so as to avoid all damage, including: breaking, bruising, root damage, sunburn, drying, freezing or other injury. Plants must be covered during transport. Plants shall not be bound with wire or rope in a manner that could damage branches. Protect plant roots with shade and wet soil in the time period between delivery and installation. Do not lift container stock by trunks, stems, or tops. Do not remove from containers until ready to plant. Water all plants as necessary to keep moisture levels appropriate to the species horticultural requirements. Plants shall not be allowed to dry out. All plants shall be watered thoroughly immediately upon installation. Soak all containerized plants thoroughly prior to installation. PLANTING NOTES CONT'D Storage Plants stored by the Permittee for longer than one month prior to planting shall be planted in nursery rows and treated in a manner suitable to those species' horticultural requirements. Plants must be re -inspected by the wetland professional and/or landscape designer prior to installation. Damaged plants Damaged, dried out, or otherwise mishandled plants will be rejected at installation inspection. All rejected plants shall be immediately removed from the site. Plant Names Plant names shall comply with those generally accepted in the native plant nursery trade. Any question regarding plant species or variety shall be referred to the landscape designer, wetland professional, or City staff. All plant materials shall be true to species and variety and legibly tagged. Quality and condition Plants shall be normal in pattern of growth, healthy, well -branched, vigorous, with well -developed root systems, and free of pests and diseases. Damaged, diseased, pest -infested, scraped, bruised, dried out, burned, broken, or defective plants will be rejected. Plants with pruning wounds over 1-inch in diameter will be rejected. Roots All plants shall be balled and burlapped (B &B) or containerized, unless explicitly authorized by the landscape designer and/or wetland professional. Rootbound plants or B&B plants with damaged, cracked, or loose rootballs (major damage) will be rejected. Immediately before installation, plants with minor root damage (some broken and/or twisted roots) must be root -pruned. Matted or circling roots of containerized plantings must be pruned or straightened and the sides of the root ball must be roughened from top to bottom to a depth of approximately half an inch in two to four places. Bare root plantings of woody material are allowed only with permission from the landscape designer, wetland professional and/or City staff. Sizes Plant sizes shall be the size indicated in the plant schedule in approved plans. Larger stock may be acceptable provided that it has not been cut back to the size specified, and that the root ball is proportionate to the size of the plant. Smaller stock may be acceptable, and preferable under some circumstances, based on site -specific conditions. Measurements, caliper, branching, and balling and burlapping shall conform to the American Standard of Nursery Stock by the American Association of Nurserymen (latest edition). Form Evergreen trees shall have single trunks and symmetrical, well -developed form. Deciduous trees shall be single trunked unless specified as multi -stem in the plant schedule. Shrubs shall have multiple stems and be well -branched. Timing of Planting Unless otherwise approved by City staff, all planting shall occur between November 1 and March 1. Overall, the earlier plants go into the ground during the dormant period, the more time they have to adapt to the site and extend their root systems before the water demands of spring and summer. Weeding Existing and exotic vegetation in the mitigation areas will be hand -weeded from around all newly installed plants at the time of installation and on a routine basis throughout the monitoring period. No chemical control of vegetation on any portion of the site is recommended. Site conditions The contractor shall immediately notify the landscape designer and/or wetland professional of drainage or soil conditions likely to be detrimental to the growth or survival of plants. Planting operations shall not be conducted under the following conditions: freezing weather, when the ground is frozen, excessively wet weather, excessively windy weather, or in excessive heat. Planting Pits Planting pits shall be circular or square with vertical sides, and shall be 6" deeper and 12" larger in diameter than the root ball of the plant. Break up the sides of the pit in compacted soils. Set plants upright in pits. Burlap shall be removed from the planting pit. Backfill shall be worked back into holes such that air pockets are removed without adversely compacting down soils. Fertilizer Slow release fertilizer may be used if pre -approved by City of Renton staff. Fertilizers shall be applied only at the base of plantings underneath the required covering of mulch (that does not make contact with stems of the plants). No soil amendment or fertilizers will be placed in planting holes. Staking Most shrubs and many trees DO NOT require any staking. If the plant can stand alone without staking in a moderate wind, do not use a stake. If the plant needs support, then strapping or webbing should be used as low as possible on the trunk to loosely brace the tree with two stakes. Do not brace the tree tightly or too high on the trunk. If the tree is unable to sway, it will further lose the ability to support itself. Do not use wire in a rubber hose for strapping as it exerts too much pressure on the bark. As soon as supporting the plant becomes unnecessary, remove the stakes. All stakes must be removed within two (2) years of installation. Plant Location Colored surveyors ribbon or other appropriate marking shall be attached to the installed plants to assist in locating the plants while removing the competing non-native vegetation and during the monitoring period. Arrangement and Spacing The plants shall be arranged in a pattern with the appropriate numbers, sizes, species, and distribution that are required in accordance with the approved plans. The actual placement of individual plants shall mimic natural, asymmetric vegetation patterns found on similar undisturbed sites in the area. Spacing of the plantings may be adjusted to maintain existing vegetation with the agreement of the landscape designer, wetland professional, and/or City staff. Inspection(s) A wetland professional shall be present on site to inspect the plants prior to planting. Minor adjustments to the original design may be required prior to and during construction. Woodchip Mulch All landscaped areas denuded of vegetation and soil surface surrounding all planting pit areas shall receive no less than 2 to 4 inches of certified woodchip mulch after planting. A layer of woodchip mulch will be placed around the base of each plant in a 3-foot radius and at a depth of 2 to 4 inches. The woodchip mulch shall not be allowed to contact plant stems in order to avoid plant decay and rot. PLANT INSTALLATION GUIDELINES Compacted topsoil water thoroughly Plan tWiCE G SHRUB PLANTING DETAIL No Scale TREE PLANTING DETAIL No Scale Prune diseased and broken branches Water basin with 3-4" of mulch Planting hole min. twice size of root ball 'rune diseased and )roken branches Lath stakes driven securely in to the ground Nater basin with 3-4" mulch Unglazed planting pit surface 1/2 topsoil, 1/2 native soil, water thoroughly, fertilize MAINTENANCE The mitigation areas will require periodic maintenance to remove undesirable species and replace vegetation mortality. Maintenance shall occur in accordance with the approved plans. Chemical control, only if approved by City staff, shall be applied by a licensed applicator following all label instructions. Duration and Extent In order to achieve performance standards, the permittee shall have the mitigation area maintained for the duration of the five-year monitoring period. Maintenance will include: watering, weeding around the base of installed plants, pruning, replacement, re -staking, removal of all classes of noxious weeds (see Washington State Noxious Weeds List, WAC 16-750-005) as well as Himalayan blackberry, and any other measures needed to ensure plant survival. The landscape designer and/or wetland professional shall direct all maintenance. Survival The permittee shall be responsible for the health of 100% of all newly installed plants for one growing season after installation has been accepted by the City of Renton. A growing season for these purposes is defined as occurring from spring to spring (March 15 to March 15 of the following year). For fall installation (often required), the growing season will begin the following spring. The permittee shall replace any plants that are: failing, weak, defective in manner of growth, or dead during this growing season, as directed by the landscape designer, wetland professional, and/or City of Renton staff. Installation Timing for Replacement Plants Replacement plants shall be installed between September 15 and January 15, unless otherwise determined by the landscape designer, wetland professional, and/or City of Renton staff. Standards for Replacement Plants Replacement plants shall meet the same standards for size and type as those specified for the original installation, unless otherwise directed by the landscape designer, wetland professional, and/or City of Renton staff. Replanting Plants that have settled in their planting pits too deep, too shallow, loose, or crooked shall be replanted as directed by the landscape designer, wetland professional, and/or City of Renton staff. Herbicides / Pesticides In general, chemical controls shall not be used in the mitigation area, sensitive areas, or their buffers. However, limited use of herbicides may be approved depending on site -specific conditions, only if approved by City of Renton staff. Irrigation / Watering Water shall be provided during the dry season (July 1 through October 15) for the first two years after installation to ensure plant survival and establishment. A temporary above ground irrigation system shall be installed within the Stream S buffer enhancement area and Wetland B buffer enhancement area to provide water. Water shall be applied at a rate of 1" of water twice per week for year one and 1" per week during year two. If the mitigation plantings meet 80 percent survival at the end of year two, the system may be removed. General The permittee shall include in general maintenance activities the replacement of any vandalized or damaged signs, habitat features, fences, or other structural components of this mitigation site. FENCING & SIGNAGE Per RMC 4-3-050(G)(3)(f)-(h) outlines fencing and signage requirements. Prior to construction, the outer extent of the approved critical area buffer and areas not to be disturbed shall be marked with high visibility orange construction fencing and silt fencing. Subsequently, permanent fencing of the native growth protection area containing critical area shall be installed, along with permanent signs (made of wood or metal, adhered to treated or metal posts). Sign locations and size specifications shall be approved by the city. RMC 4-3-050(G)(3)(h) recommends the following wording for signs, "Protection of this natural area is in your care. Alteration or disturbance is prohibited by law." SPLIT RAIL FENCE 5 ft. 2 ft. min. 4' 2' MIN. 6" MIN. 12" DIAMETER TYPE _ (TRIANGU�R) 8' ROUGH CEDAR i POSTS ARE PRE -DRILLED FOR FENCE RAIL INSERTS 8" � 4" TO 6" ROUGH CEDAR RAIL .01 12" TO 16" 4"X4" ROUGH CEDAR POST (TRIANGULAR) CRUSHED SURFACING TOP COURSE (CSTC) NOTES: 1. POSTS AND RAILINGS ARE PRECUT FOR ASSEMBLY. 2. 3 RAILS ARE PERMITTED. 3. FENCES SHALL BE PLACED AT THE APPROVED BUFFER EDGE. CRITICAL AREA PROTECTION AREA SIGN INSTALLATION GUIDELINES NOT TO SCALE 12"x 18" Aluminum sign with white reflective background. Install one per protected feature in a conspicuous place. Minimum of two galvanized or stainless steel wood lag bolts to firmly secure sign. 4' X 4' pressure treated wooden post with 1/2" chamfer at top. Magnetic locator pin (e.g., pipe, rebar, 20 penny nail, etc.) placed 8-12" from post along CAPA line. Quick -set concrete Compacted native material NOTES: 1. Sign placement shall be subject to the approval of the City of Renton. Alternative sign designs may be submitted to the City of Renton for approval. 3. All signs must be secure and permanent. DEVELOPMENT ENGINEERING msippo 05/10/2022 R-41 7987 99 of 107 � o � o Q Q co 0 w U) CD LUN�Lo oLU00 rn�o ;QMM co co _ CO CO Lo �ofNN �.' CD _JX '-� 1-n W Q 0') > 1.4 1.4 O Cr) O J � _� � O ,•� �r-"-11 Ct " APPROXIMATE LOCATION OF TRAIL TO CONNECT TO CITY OF NEWCASTLES TRAIL ALONG NE 43RD ST RIGHT—OF—WAY EX. DITCH APPROXIMATE — WETLAND C BOUNDARY OF CATEGORY IV STREAM S 50' BUFFER WETLAND A INSET 2 SHT 2: TO BE FILLED / J V. / \ 1,585 SF ` _- ��� L...... � � 11;,;•"� ill 1 ������ �Ily (JII !� � �• uuwu ,I� luuun , WETLAND B CATEGORY IV 00 CC��i��< UTILITY EASEMENT--'o"' STEEP 6LUFt AREA 436 SF �J - I�i� r Ali II� I 1 �Illll''��1Ilk �IIII�[q�►, L1 IG _ ��I�`► I I I I I I I I I I I I I I I I I IUNOPENED I RIGHT—OF—WAY OF 112TH AVE SE i i i i I I APPROXIMATE LOCATION OF i I STREAM CROSSING/ i I I ' i i I I ' i i I ' i i i i i i i i STREAM S I TYPE NP 75' BUFFER i i I I - " I 11 I I I I I I I WETLAND D I ATEGORY IV I 50' BUFFER I I I APPROXIMATE LOCATION OF TRAIL IMPACT I _ i -L- POSED TRAIL BUFFER ADDITION SF :FER 1ANCEMENT 6 SF =FER REDUCTION a5 SF =FER IMPACT SF TLAND D BE ENHANCED )0 SF TLAND IMPACT SF =FER IMPACT SF =FER ADDITION 30 SF .0 0 20 40 .0 :0 WETLAND PROPERTY BOUNDARY WETLAND ENHANCEMENT — — RIGHT—OF—WAY STREAM BUFFER AVERAGING APPROX. STREAM (REDUCTION) BOUNDARY BUFFER AVERAGING (ADDITION) ---- STANDARD BUFFER BUFFER IMPACT ............ 75% OF STANDARD BUFFER FINAL BUFFER/PERMANENT WETLAND IMPACT FENCE/SIGNS 15' BUFFER STRUCTURE BUFFER ENHANCEMENT ----- SETBACK STEEP SLOPE AREA 9,997 SF I ` I I I � BUFFER REDUCTION 1,032 SF BUFFER IMPACT BUFFER WETLAND B 240 SF ENHANCEMENT TO BE ENHANCED 700 SF 1,765 SF BUFFER ADDITION 1,092 SF DEVELOPMENT ENGINEERING msippo 05/10/2022 INTRODUCTION The subject property is composed of five King County tax parcels (3345700015, 3345700016, 3345700017, 3345700018, 3345700020). The site is approximately 10.1-acres, located at and adjacent to 8314 110th PI SE and 4130 Lincoln Ave NE in the City of Renton, Washington (Section 32, Township 24N, Range 5E, W M.). Access is via a driveway from Lincoln Ave NE. SITE DESCRIPTION The subject property is located within the May Creek sub -basin of the Cedar River/Lake Washington Watershed (WRIA 8). Lake Washington is approximately 3,000 feet west of the subject property. Surrounding land use is mixed, including residential, commercial, and industrial uses; with 1-405 approximately 1,100 feet to the west. The site is partially developed; in the south, there are multiple single-family residences and associated infrastructure, while the northern portion contains naturally vegetated pasture and forested areas. Topography slopes steeply to the west, and, according to King County iMap, is underlain by high erosion hazard areas, with slopes in excess of 20 percent. Four wetlands (Wetlands A through D) and one stream (Stream S) were identified within the investigation area. Pursuant to Renton Municipal Code (RMC), on -site wetlands were classified under the Washington State Wetland Rating System for Western Washington: 2014 Update (Hruby 2014). Wetlands A through D are classified as Category IV wetlands. Per RMC (7)(a) Stream S was classified based on the WAC 222-16-030. As such, Stream S is classified as a Type Np Stream. Per 4-3-050(G)(2), Category IV wetlands typically receive 50-foot buffers (when adjacent to non -low impact land uses) and Type Np streams typically receive 75-foot buffers. In addition, geological hazards were identified on -site by the geotechnical engineer, Terra Associates, Inc. Geological hazards identified include protected slopes, high erosion hazard area, and low seismic hazard area. Per RMC 4-3-050G(2), protected slopes require a 15 foot structure setback. PROJECT DESCRIPTION The applicant is proposing to develop a 56-lot residential development and associated infrastructure. To accommodate this development, the applicant will do a combination of buffer width averaging and wetland/buffer impacts, to be mitigated for on -site. As a result of required frontage improvements and stormwater infrastructure, the applicant will permanently impact the entirety of Wetland A (and a portion of an associated ditch), totaling 1,585 square feet, and a small portion (240 square feet) of Wetland B's buffer. In addition, the applicant will utilize buffer averaging to accommodate the proposed development adjacent to Wetland B, Wetland D, and Stream S. As mitigation for the impacts, the applicant is proposing a combination of on -site and off -site mitigation. A portion of the compensation (meeting City of Renton requirements) for Wetland A impacts will be provided by enhancing the entirety of the on -site portions of Wetlands B and D (totaling 4,865 square feet). This exceeds the 3:1 (enhancement to impact) ratio for Category IV wetlands, per RMC 4-3-050(J)(4)(c). The aforementioned impact to the buffer of Wetland B will be mitigated for via enhancement of 700 square feet of buffer located between Wetland B and Lincoln Ave NE (exceeding the 1:1 mitigation to impact ratio required by RMC 4-3-050(J)(4)(d)). To accommodate Stream S buffer width averaging, the applicant proposes to enhance a 6,788 square feet of stream buffer, per RMC 4-3-050(1)(2)(b)(v). As part of the proposed development the City of Renton is requiring an on -site and off -site trail to connect the development to the City of Newcastle's pedestrian trail located along the NE 43rd Street right-of-way, north of the subject property. The off -site portion of the trail will be located within the unopened right-of-way of 112th Avenue SE, that parallels the eastern property boundary. The trail shall be 5 feet wide, with the majority consisting of wood chips underlain with filter fabric, and will be field fit to avoid trees. The trail will cross portions of wetland, stream, and buffer. Per RMC 4-3-050C(3) and RMC 4-3-050C(4), trails are exempt and allowed within critical areas and their associated buffers as long as they meet certain requirements. The portion of trail crossing the wetland will consist of a boardwalk and supported by pin piles. The slatted decking of the boardwalk and grated top of the dock will allow precipitation to move through the structure. This design minimizes impacts to the wetland and aquatic area and avoids any fill or grading within the wetland. Disturbance within the wetland will be limited to vegetation impacted for boardwalk installation. This portion of the trail will impact approximately 134 square feet of vegetation associated with Wetland D. To mitigate for any temporal loss of vegetation from installation of the boardwalk, buffer enhancement of a portion of Wetland D's on -site buffer is proposed at a 3:1 enhancement to impact ratio. The bridge proposed over Stream S will be approximately 6 feet wide and will consist of concrete slabs and metal railings. The crossing will be consistent with WDFW stream crossing guidelines. PROJECT MONITORING PROGRAM Requirements for monitoring project: 1. Initial compliance/as-built report 2. Site inspection (twice per year) for five years 3. Annual reports (one report submitted during each monitored year) Purpose for Monitoring The purpose for monitoring this mitigation project shall be to evaluate its success. Success will be determined if monitoring shows at the end of five years that the definitions of success stated below are met. The property owner shall grant access to the mitigation area for inspection and maintenance to the contracted landscape and/or wetland specialist and City of Renton during the monitoring period or until the project is evaluated as successful. Monitoring Monitoring shall be conducted twice annually for five years in accordance with the approved Mitigation Plan. The monitoring period will begin once the City receives written notification confirming the mitigation plan has been implemented and City staff inspects the site and issues approval of the installation. Vegetation Monitoring Sampling points or transects will be established for vegetation monitoring and photo points will be established from which photos will be taken throughout the monitoring period. Permanent sampling points must be identified on the mitigation site plans in the first monitoring report (they may be drawn on approved plans by hand). Each sampling point shall detail herbaceous, shrub, and tree coverage. Monitoring of vegetation sampling points shall occur once per monitored year. Wetland Hydrology Monitoring To ensure that wetland hydrology is not impacted by the development, the wetland boundaries will be reviewed during the spring monitoring visit of each monitored year. If it appears that any existing wetland areas are no longer saturated or inundated for sufficient duration to support wetland conditions, those areas will be demarcated in the field and depicted on a map. Additional mitigation may need to be provided, as described in the contingency plan in Section 15, below. Photo points No less than four permanent photo points will be established within the mitigation areas. Photographs will be taken from these points to visually record condition of the mitigation areas. Photos shall be taken annually between May 15 and September 30 (prior to leaf drop), unless otherwise specified. MONITORING REPORT CONTENTS Monitoring reports shall be submitted by December 31 of each year during the monitoring period. As applicable, monitoring reports must include descriptions / data for: 1. Site plan and vicinity map 2. Historic description of project, including date of installation, current year of monitoring, restatement of mitigation/restoration goals, and performance standards 3. Plant survival, vigor, and areal coverage for every plant community (transect or sampling point data), and explanation of monitoring methodology in the context of assessing performance standards 4. Wetland and buffer conditions, e.g., surrounding land use, use by humans, and/or wild and domestic creatures 5. Observed wildlife, including amphibians, avians, and others 6. Assessment of nuisance / exotic biota and recommendations for management 7. Color photographs taken from permanent photo -points that shall be depicted on the monitoring report map PROJECT SUCCESS & COMPLIANCE Criteria for Success Upon completion of the proposed mitigation project, an inspection by a qualified biologist will be made to determine plan compliance. A compliance report will be supplied to the City of Renton within 30 days after the completion of planting. A pp Y Y p p g landscape professional or wetland professional will perform condition monitoring of the plantings in the spring and fall of each monitored year. A written report describing the monitoring results will be submitted to the City after each site inspection of each monitored year. Final inspection will occur five years after completion of this project. The contracted consultant will prepare a report as to the success of the project. Definition of Success The planting areas shall meet the following performance standards: a) End of Year 1 • 100 percent survival of newly planted species and • Less than 10 percent cover of weedy/invasive species b) End of Year 2 • 80 percent survival of newly planted species • Less than 10 percent cover of weedy/invasive species c) End of Year 3 • At least 50 percent native vegetation coverage within the mitigation areas* • Less than 10 percent cover of weedy/invasive species d) End of Year 5 • At least 80 percent aerial cover of native woody plant species*, • Less than 10 percent cover of weedy/invasive species. *Volunteering native species may be included in the aerial cover calculations. The species mix should resemble that proposed in the planting plans, but strict adherence to obtaining all of the species shall not be a criterion for success. PROJECT NOTES Pre -Construction Meeting Mitigation projects are typically more complex to install than to describe in plans. Careful monitoring by a wetland professional for all portions of this project is strongly recommended. Construction timing and sequencing is important to the success of this type of project. There will be a pre -construction meeting on this site between the Permittee, the consulting wetland professional, and laborers. The objective will be to verify the location of erosion control facilities, verify the location of mitigation areas, and to discuss project sequencing. Inspections A wetland professional shall be contracted to periodically inspect the mitigation installation described in this plan. Minor adjustments to the original design may be necessary prior to and during construction due to unusual or hidden site conditions. A City of Renton representative and/or the consulting professional will make these decisions during construction. CONTINGENCY PLAN If 20% of the plants are severely stressed during any of the inspections, or it appears 20 percent may not survive, additional plantings of the same species may be added to the planting area. Elements of a contingency plan may include, but will not be limited to: more aggressive weed control, pest control, mulching, replanting with larger plant material, species substitution, fertilization, soil amendments, and/or irrigation. LARGE WOODY DEBRIS In addition to the enhancement plantings, a minimum of two (2) pieces of woody debris (per wetland) will be added to Wetlands B and D. If possible, material removed from the site for development will be salvaged for use as woody debris within the buffer enhancement area. Woody debris shall consist of coniferous logs or root wads. Minimum size of the woody debris will be 10-inch diameter and 15 feet in length, or 10-foot diameter root -wads. TYPICAL LARGE WOODY DEBRIS PLACEMENT 'LWO-LOG, FLALUKL DEIAIL THREE -LOG FFAI'UKF DE TAIL No Sc-,de NOTES: 1) LOGS TO BE A MINIMUM OF 10" IN DIAMETER AND MINIMUM 15' LENGTH 2) EACH CLUSTER SHALL INCLUDE 2-3 LOGS OF DIFFERING DIAMETCoc 3) LOGS WITH ROOTWADS SHALL BE SET IN A SLIGHT DEPRESSION RA 17988 or107 0) N 14 4* 6 4* 6 TT MITIGATION PLAN Wetland Enhancement Due to required frontage improvements and stormwater infrastructure, the applicant is proposing to fill the entirety of Wetland A (1,585 square feet). Mitigation for the fill of Wetland A will be provided through on -site wetland enhancement of Wetlands B and D, totaling 4,865 square feet. The proposed wetland enhancement plantings and large woody debris will increase diversity and density of native plants within Wetlands B and D, while providing increased opportunities for wildlife habitat. Wetland B Enhancement Plan Prior to planting, invasive woody species including (but not limited to) Himalayan blackberry (Rubus armeniacus), English holly (Ilex aquifolium), and English ivy (Hedera helix) will be removed from the wetland. Any existing native plants within the wetlands shall be retained and protected. Only shrubs will be planted within Wetland B, as a dense native overstory and moderate native understory currently exist. In order to provide dense vegetative cover to compete with potentially encroaching Himalayan blackberry (Rubus armeniacus), spacing of shrubs is at 5 feet on -center. This will allow the thicket forming species (twinberry, rose, and salmonberry) to outcompete non-native species. Wetland B Enhancement Plan (1,765 square feet) Common Name Latin Name Size Spacing Quantity Twinberry Lonicera involucrata 1 gallon 5' 12 Pacific ninebark Physocarpus capitatus 1 gallon 5' 12 Red -osier dogwood Cornus sericea 1 gallon 5' 12 Nootka rose Rosa nutkana 1 gallon 5' 12 Salmonberry Rubus spectabilis 1 gallon 5' 12 Wetland D Enhancement Plan Prior to planting, invasive woody species including (but not limited to) Himalayan blackberry (Rubus armeniacus) will be removed from the wetland. Any existing native plants within the wetlands shall be retained and protected. In order to provide dense vegetative cover to compete with potentially encroaching Himalayan blackberry (Rubus armeniacus), spacing trees at 10 feet on -center and shrubs at 5 feet on -center. This will allow the thicket forming species (twinberry, rose, and salmonberry) to outcompete non-native species. Wetland D Enhancement Plan (3,100 square feet) Common Name Latin Name Size Spacing Quantity Sitka spruce Picea sitchensis 1 gallon 10, 15 Red alder Alnus rubra 1 gallon 10, 15 Sitka willow Salix sitchensis 1 gallon 5' 23 Twinberry Lonicera involucrata 1 gallon 5' 23 Nootka rose Rosa nutkana 1 gallon 5' 23 Salmonberry Rubus spectabilis 1 gallon 5' 23 Buffer Enhancement To compensate for minor impacts (240 square feet) to the buffer of Wetland B associated with frontage improvements, a total of 700 square feet of buffer located between Lincoln Ave NE and Wetland B will be enhanced with a variety of native vegetation and large woody debris. To compensate for minor impacts to Wetland D (134 square feet) and Wetland D's buffer (954 square feet) for installation of the pedestrian trail, a total of 1,536 square feet of buffer will be enhanced. The proposed buffer enhancement plantings and large woody debris will increase diversity and density of native plants within Wetlands B and D, while providing increased opportunities for wildlife habitat. Wetland B Buffer Enhancement Prior to planting, invasive woody species including (but not limited to) Himalayan blackberry (Rubus armeniacus) and English holly (Ilex aquifolium) will be removed from the buffer enhancement area. Any existing native plants within the buffer shall be retained and protected. As the overstory of Wetland B and surrounding buffer is dense with red alder and black cottonwood, a variety of native shrubs and herbaceous species will be planted in the understory. The following native shrubs and groundcover will be planted in the buffer enhancement area: Wetland B Buffer Enhancement (700 square feet) Common Name Latin Name Size Spacing Quantity Vine maple Acer circinatum 2" cal. (7-8' tall) 6' 8 Salmonberry Rubus spectabilis 1 gallon 6' 8 Salal Gaultheria shallon 1 gallon 6' 8 Snowberry Symphoricarpos albus 1 gallon 6' 8 Sword fern Polystichum munitum 1 gallon 4' 10 Low Oregon grape Mahonia nervosa 1 gallon 4' 10 Wetland D Buffer Enhancement Prior to planting, invasive woody species including (but not limited to) Himalayan blackberry (Rubus armeniacus) and English holly (Ilex aquifolium) will be removed from the buffer enhancement area. Any existing native plants within the buffer shall be retained and protected. The following native trees, shrubs, and groundcover will be planted in the buffer enhancement area and any disturbed areas will be seeded with the buffer grass seed mix specified below: Wetland D Buffer Enhancement (1,356 square feet) Common Name Latin Name Size Spacing Quantity Big -leaf maple Acer macrophyllum 1 gallon 9' 8 Grand fir Abies grandis 1 gallon 9' 8 Vine maple Acer circinatum 1 gallon 6' 6 Salmonberry Rubus spectabilis 1 gallon 6' 5 Salal Gaultheria shallon 1 gallon 6' 5 Snowberry Symphoricarpos albus 1 gallon 6' 5 Sword fern Polystichum munitum 1 gallon 4' 24 Low Oregon grape Mahonia nervosa 1 gallon 4' 23 Any disturbed areas within the buffer enhancement areas will be seeded with the buffer grass seed mix specified below: Buffer Grass Seed Mixture Common Name Latin Name lbs./1,000 SF Tall fescue Festuca arundinacea 0, Colonial bentgrass Agrostis tenuis 0.4 Annual ryegrass Lolium multiflorum 0-1, Red clover Trifolium repens 0.2 PLANTING NOTES Plant in the early spring or late fall and obtain all plants from a reputable nursery. Care and handling of all plant materials is extremely important to the overall success of the project. The origin of all plant materials specified in this plan shall be native plants, nursery grown in the Puget Sound region of Washington. Some limited species substitution may be allowed, only with the agreement of the landscape designer, wetland professional, and/or City staff. Pre -Planting Meeting Prior to control of invasive species or installation of mitigation plantings, a site meeting between the contracted landscaper and the consulting wetland professional shall occur to resolve any questions that may arise. During this meeting a discussion regarding plant spacing and locations of plant species including wetland verses buffer species shall occur between the landscape contractor and the consulting wetland professional. Handling Plants shall be handled so as to avoid all damage, including: breaking, bruising, root damage, sunburn, drying, freezing or other injury. Plants must be covered during transport. Plants shall not be bound with wire or rope in a manner that could damage branches. Protect plant roots with shade and wet soil in the time period between delivery and installation. Do not lift container stock by trunks, stems, or tops. Do not remove from containers until ready to plant. Water all plants as necessary to keep moisture levels appropriate to the species horticultural requirements. Plants shall not be allowed to dry out. All plants shall be watered thoroughly immediately upon installation. Soak all containerized plants thoroughly prior to installation. Storage Plants stored by the Permittee for longer than one month prior to planting shall be planted in nursery rows and treated in a manner suitable to those species' horticultural requirements. Plants must be re -inspected by the wetland professional and/or landscape designer prior to installation. Damaged plants Damaged, dried out, or otherwise mishandled plants will be rejected at installation inspection. All rejected plants shall be immediately removed from the site. Plant Names Plant names shall comply with those generally accepted in the native plant nursery trade. Any question regarding plant species or variety shall be referred to the landscape designer, wetland professional, or City staff. All plant materials shall be true to species and variety and legibly tagged. Quality and condition Plants shall be normal in pattern of growth, healthy, well -branched, vigorous, with well -developed root systems, and free of pests and diseases. Damaged, diseased, pest -infested, scraped, bruised, dried out, burned, broken, or defective plants will be rejected. Plants with pruning wounds over 1-inch in diameter will be rejected. Roots All plants shall be balled and burlapped (B &B) or containerized, unless explicitly authorized by the landscape designer and/or wetland professional. Rootbound plants or B&B plants with damaged, cracked, or loose rootballs (major damage) will be rejected. Immediately before installation, plants with minor root damage (some broken and/or twisted roots) must be root -pruned. Matted or circling roots of containerized plantings must be pruned or straightened and the sides of the root ball must be roughened from top to bottom to a depth of approximately half an inch in two to four places. Bare root plantings of woody material are allowed only with permission from the landscape designer, wetland professional and/or City staff. Sizes Plant sizes shall be the size indicated in the plant schedule in approved plans. Larger stock may be acceptable provided that it has not been cut back to the size specified, and that the root ball is proportionate to the size of the plant. Smaller stock may be acceptable, and preferable under some circumstances, based on site -specific conditions. Measurements, caliper, branching, and balling and burlapping shall conform to the American Standard of Nursery Stock by the American Association of Nurserymen (latest edition). Form Evergreen trees shall have single trunks and symmetrical, well -developed form. Deciduous trees shall be single trunked unless specified as multi -stem in the plant schedule. Shrubs shall have multiple stems and be well -branched. Timing of Planting Unless otherwise approved by City staff, all planting shall occur between November 1 and March 1. Overall, the earlier plants go into the ground during the dormant period, the more time they have to adapt to the site and extend their root systems before the water demands of spring and summer. Weeding Existing and exotic vegetation in the mitigation areas will be hand -weeded from around all newly installed plants at the time of installation and on a routine basis throughout the monitoring period. No chemical control of vegetation on any portion of the site is recommended. Site conditions The contractor shall immediately notify the landscape designer and/or wetland professional of drainage or soil conditions likely to be detrimental to the growth or survival of plants. Planting operations shall not be conducted under the following conditions: freezing weather, when the ground is frozen, excessively wet weather, excessively windy weather, or in excessive heat. Planting Pits Planting pits shall be circular or square with vertical sides, and shall be 6" deeper and 12" larger in diameter than the root ball of the plant. Break up the sides of the pit in compacted soils. Set plants upright in pits. Burlap shall be removed from the planting pit. Backfill shall be worked back into holes such that air pockets are removed without adversely compacting down soils. Fertilizer Slow release fertilizer may be used if pre -approved by City of Renton staff. Fertilizers shall be applied only at the base of plantings underneath the required covering of mulch (that does not make contact with stems of the plants). No soil amendment or fertilizers will be placed in planting holes. Staking Most shrubs and many trees DO NOT require any staking. If the plant can stand alone without staking in a moderate wind, do not use a stake. If the plant needs support, then strapping or webbing should be used as low as possible on the trunk to loosely brace the tree with two stakes. Do not brace the tree tightly or too high on the trunk. If the tree is unable to sway, it will further lose the ability to support itself. Do not use wire in a rubber hose for strapping as it exerts too much pressure on the bark. As soon as supporting the plant becomes unnecessary, remove the stakes. All stakes must be removed within two (2) years of installation. Plant Location Colored surveyors ribbon or other appropriate marking shall be attached to the installed plants to assist in locating the plants while removing the competing non-native vegetation and during the monitoring period. PLANTING NOTES CONT'D Arrangement and Spacing The plants shall be arranged in a pattern with the appropriate numbers, sizes, species, and distribution that are required in accordance with the approved plans. The actual placement of individual plants shall mimic natural, asymmetric vegetation patterns found on similar undisturbed sites in the area. Spacing of the plantings may be adjusted to maintain existing vegetation with the agreement of the landscape designer, wetland professional, and/or City staff. Inspection(s) A wetland professional shall be present on site to inspect the plants prior to planting. Minor adjustments to the original design may be required prior to and during construction. Woodchip Mulch All landscaped areas denuded of vegetation and soil surface surrounding all planting pit areas shall receive no less than 2 to 4 inches of certified woodchip mulch after planting. A layer of woodchip mulch will be placed around the base of each plant in a 3-foot radius and at a depth of 2 to 4 inches. The woodchip mulch shall not be allowed to contact plant stems in order to avoid plant decay and rot. PLANT INSTALLATION GUIDELINES Compacted topsoil water thoroughly Plan tWiCE C SHRUB PLANTING DETAIL No Scale TREE PLANTING DETAIL No Scale Prune diseased and broken branches Water basin with 3-4" of mulch Planting hole min. twice size of root ball 'rune diseased and )roken branches Lath stakes driven securely in to the ground Nater basin with 3-4" mulch Unglazed planting pit surface 1/2 topsoil, 1/2 native soil, water thoroughly, fertilize MAINTENANCE The mitigation areas will require periodic maintenance to remove undesirable species and replace vegetation mortality. Maintenance shall occur in accordance with the approved plans. Chemical control, only if approved by City staff, shall be applied by a licensed applicator following all label instructions. Duration and Extent In order to achieve performance standards, the permittee shall have the mitigation area maintained for the duration of the five-year monitoring period. Maintenance will include: watering, weeding around the base of installed plants, pruning, replacement, re -staking, removal of all classes of noxious weeds (see Washington State Noxious Weeds List, WAC 16-750-005) as well as Himalayan blackberry, and any other measures needed to ensure plant survival. The landscape designer and/or wetland professional shall direct all maintenance. Survival The permittee shall be responsible for the health of 100% of all newly installed plants for one growing season after installation has been accepted by the City of Renton. A growing season for these purposes is defined as occurring from spring to spring (March 15 to March 15 of the following year). For fall installation (often required), the growing season will begin the following spring. The permittee shall replace any plants that are: failing, weak, defective in manner of growth, or dead during this growing season, as directed by the landscape designer, wetland professional, and/or City of Renton staff. Installation Timing for Replacement Plants Replacement plants shall be installed between September 15 and January 15, unless otherwise determined by the landscape designer, wetland professional, and/or City of Renton staff. Standards for Replacement Plants Replacement plants shall meet the same standards for size and type as those specified for the original installation, unless otherwise directed by the landscape designer, wetland professional, and/or City of Renton staff. Replanting Plants that have settled in their planting pits too deep, too shallow, loose, or crooked shall be replanted as directed by the landscape designer, wetland professional, and/or City of Renton staff. Herbicides / Pesticides In general, chemical controls shall not be used in the mitigation area, sensitive areas, or their buffers. However, limited use of herbicides may be approved depending on site -specific conditions, only if approved by City of Renton staff. Irrigation / Watering Water shall be provided during the dry season (July 1 through October 15) for the first two years after installation to ensure plant survival and establishment. A temporary above ground irrigation system shall be installed within the Stream S buffer enhancement area and Wetland B buffer enhancement area to provide water. Water shall be applied at a rate of 1" of water twice per week for year one and 1" per week during year two. If the mitigation plantings meet 80 percent survival at the end of year two, the system may be removed. General The permittee shall include in general maintenance activities the replacement of any vandalized or damaged signs, habitat features, fences, or other structural components of this mitigation site. FENCING & SIGNAGE Per RMC 4-3-050(G)(3)(f)-(h) outlines fencing and signage requirements. Prior to construction, the outer extent of the approved critical area buffer and areas not to be disturbed shall be marked with high visibility orange construction fencing and silt fencing. Subsequently, permanent fencing of the native growth protection area containing critical area shall be installed, along with permanent signs (made of wood or metal, adhered to treated or metal posts). Sign locations and size specifications shall be approved by the city. RMC 4-3-050(G)(3)(h) recommends the following wording for signs, "Protection of this natural area is in your care. Alteration or disturbance is prohibited by law." SPLIT RAIL FENCE 5 ft. 2 ft. min. 4' DfPE _ (TRIANGUUPR) S, ROUGH CEDAR 8" 12" TO 16' . Q I � 6" MIN. 12" DIAMETER 4"X4" ROUGH CEDAR POST (TRIANGULAR) CRUSHED SURFACING TOP COURSE (CSTC) POSTS ARE PRE -DRILLED I FOR FENCE RAIL INSERTS 4" TO 6" ROUGH CEDAR RAIL NOTES: 1. POSTS AND RAILINGS ARE PRECUT FOR ASSEMBLY. 2. 3 RAILS ARE PERMITTED. 3. FENCES SHALL BE PLACED AT THE APPROVED BUFFER EDGE. DEVELOPMENT ENGINEERING msippo 05/10/2022 CRITICAL AREA PROTECTION AREA SIGN INSTALLATION GUIDELINES NOT TO SCALE 12"x 18" Aluminum sign with white reflective background. Install one per protected feature in a conspicuous place. Minimum of two galvanized or stainless steel wood lag bolts to firmly secure sign. 4' X 4' pressure treated wooden post with 1/2" chamfer at top. Magnetic locator pin (e.g., pipe, rebar, 20 penny nail, etc.) placed 8-12" from post along CAPA line. Quick -set concrete Compacted native material NOTES: 1. Sign placement shall be subject to the approval of the City of Renton. Alternative sign designs may be submitted to the City of Renton for approval. 3. All signs must be secure and permanent. RA 1 7989 � o � o Q Q co o w U) ao w N �Lo OU)rn�o ; Q M M _ COco co CO � j N N o w _J x Ln > w Q rnwu- wO � 5 w s=4 101 of 107 STREAM A T..o� � %i WETLAND C WETLAND CATEGORY 50' BUFFE STREAM TYPE P 50' BUFFE WETLAND CATEGORY 50' BUFFE BUFFER ENHANCEMENT 40,359 SF NT DEVELOPMENT ENGINEERING msippo 05/10/2022 1 :0:1 INTRODUCTION Wetland Resources, Inc. (WRI) conducted site investigations on October 18, 2019 to locate wetlands and streams on and in the vicinity of the investigation area, which is composed of King County tax parcel 3343300861. The site is approximately 1.9-acres, located west of the intersection of Lake Washington Boulevard NE and Southeast 73rd Street in the City of Renton, Washington (Section 29, Township 24N, Range 5E, W.M. The body of this report presents findings regarding the wetlands and streams on -site. SITE DESCRIPTION The investigation area is located within the May Creek sub -basin of the Cedar River/Lake Washington Watershed (WRIA 8). Lake Washington is approximately 600 feet west of the subject property. Surrounding land use is generally residential and undeveloped land with Interstate 405 border the site along its western boundary. The site is undeveloped, and vegetation is mostly dominated by native species with areas of Himalayan blackberry in the understory. Topography is generally a moderate to steep west aspect Three wetlands (Wetlands A through C) and two stream (Streams A and B) were identified within the investigation area. Pursuant to Renton Municipal Code (RMC), on -site wetlands were classified under the Washington State Wetland Rating System for Western Washington. 2014 Update (Hruby 2014). Wetlands A, B, and C are classified as Category IV wetlands. Per RMC (7)(a) the on -site streams were classified based on the WAC 222-16-030. As such, Stream A is classified as a Type F Stream and Stream B is classified as a Type Ns. Per 4-3-050(G)(2), Category IV wetlands typically receive 50-foot buffers, (when adjacent to non -low impact land uses), Type F streams typically receive a 115-foot buffer, and Type Ns streams typically receive 50-foot buffers. PROJECT DESCRIPTION The applicant has purchased this property for the purpose of conservation. The intent is to enhance and permanently protect this property for the public benefit. CONTINEGENCY PLAN If 20% of the plants are severely stressed during any of the inspections, or it appears 20 percent may not survive, additional plantings of the same species may be added to the planting area. Elements of a contingency plan may include, but will not be limited to: more aggressive weed control, pest control, mulching, replanting with larger plant material, species substitution, fertilization, soil amendments, and/or irrigation. PROJECT MONITORING PROGRAM Requirements for Monitoring Project: 1. Initial compliance/as-built report 2. Site inspection (twice per year) for five years 3. Annual reports (one report submitted during each monitored year) Purpose for Monitoring The purpose for monitoring this mitigation project shall be to evaluate its success. Success will be determined if monitoring shows at the end of five years that the definitions of success stated below are met. The property owner shall grant access to the mitigation area for inspection and maintenance to the contracted landscape and/or wetland specialist and City of Renton during the monitoring period or until the project is evaluated as successful. Monitoring Monitoring shall be conducted twice annually for five years in accordance with the approved Mitigation Plan. The monitoring period will begin once the City receives written notification confirming the mitigation plan has been implemented and City staff inspects the site and issues approval of the installation. Vegetation Monitoring Sampling points or transects will be established for vegetation monitoring and photo points will be established from which photos will be taken throughout the monitoring period. Permanent sampling points must be identified on the mitigation site plans in the first monitoring report (they may be drawn on approved plans by hand). Each sampling point shall detail herbaceous, shrub, and tree coverage. Monitoring of vegetation sampling points shall occur once per monitored year. Wetland Hydrology Monitoring To ensure that wetland hydrology is not impacted by the development, the wetland boundaries will be reviewed during the spring monitoring visit of each monitored year. If it appears that any existing wetland areas are no longer saturated or inundated for sufficient duration to support wetland conditions, those areas will be demarcated in the field and depicted on a map. Additional mitigation may need to be provided, as described in the contingency plan in Section 15, below. Photo points No less than four permanent photo points will be established within the mitigation areas. Photographs will be taken from these points to visually record condition of the mitigation areas. Photos shall be taken annually between May 15 and September 30 (prior to leaf drop), unless otherwise specified. PROJECT SUCCESS & COMPLIANCE Criteria for Success Upon completion of the proposed mitigation project, an inspection by a qualified biologist will be made to determine plan compliance. A compliance report will be supplied to the City of Renton within 30 days after the completion of planting. A landscape professional or wetland professional will perform condition monitoring of the plantings in the spring and fall of each monitored year. A written report describing the monitoring results will be submitted to the City after each site inspection of each monitored year. Final inspection will occur five years after completion of this project. The contracted consultant will prepare a report as to the success of the project. Definition of Success The planting areas shall meet the following performance standards: a) End of Year 1 • 100 percent survival of newly planted species and • Less than 20 percent cover of weedy/invasive species b) End of Year 2 • 80 percent survival of newly planted species • Less than 20 percent cover of weedy/invasive species c) End of Year 3 • At least 50 percent native vegetation coverage within the mitigation areas* • Less than 20 percent cover of weedy/invasive species d) End of Year 5 • At least 80 percent aerial cover of native woody plant species*, • Less than 20 percent cover of weedy/invasive species. *Volunteering native species may be included in the aerial cover calculations. The species mix should resemble that proposed in the planting plans, but strict adherence to obtaining all of the species shall not be a criterion for success. MONITORING REPORT CONTENTS Monitoring reports shall be submitted by December 31 of each year during the monitoring period. As applicable, monitoring reports must include descriptions / data for: 1. Site plan and vicinity map 2. Historic description of project, including date of installation, current year of monitoring, restatement of enhancement goals, and performance standards 3. Plant survival, vigor, and areal coverage for every plant community (transect or sampling point data), and explanation of monitoring methodology in the context of assessing performance standards 4. Wetland and buffer conditions, e.g., surrounding land use, use by humans, and/or wild and domestic creatures 5. Observed wildlife, including amphibians, avians, and others 6. Assessment of nuisance / exotic biota and recommendations for management 7. Color photographs taken from permanent photo -points that shall be depicted on the monitoring report map PROJECT NOTES Pre -Construction Meeting Mitigation projects are typically more complex to install than to describe in plans. Careful monitoring by a wetland professional for all portions of this project is strongly recommended. Construction timing and sequencing is important to the success of this type of project. There will be a pre -construction meeting on this site between the Permittee, the consulting wetland professional, and laborers. The objective will be to verify the location of erosion control facilities, verify the location of mitigation areas, and to discuss project sequencing. Inspections A wetland professional shall be contracted to periodically inspect the mitigation installation described in this plan. Minor adjustments to the original design may be necessary prior to and during construction due to unusual or hidden site conditions. A City of Renton representative and/or the consulting professional will make these decisions during construction. BUFFER ENHANCEMENT PLAN As part of the conservation plan for the off -site benefit parcel, the applicant is proposing to enhance the degraded portions of the buffers associated with all the on -site critical areas. The buffer enhancement will involve removing invasive species and planting native trees and shrubs. Prior to planting, invasive woody species including (but not limited to) Himalayan blackberry (Rubus armeniacus) and English holly (Ilex aquifolium) will be removed from the buffer enhancement area. Any existing native plants within the buffer shall be retained and protected. The following native trees, shrubs, and groundcover will be planted in the buffer enhancement area. Buffer Enhancement Plan (40,359 square feet) Common Name Latin Name Size Spacing Quantity Douglas Fir Pseudotsuga menziesii 1 gallon 20 50 Western red cedar Thuja plicata 1 gallon 20' 50 Vine maple Acer circinatum 1 gallon 10, 152 Snowberry Symphoricarpos albus 1 gallon 10' 151 Sword fern Polystichum munitum 1 gallon 6' 359 Low Oregon grape Mahonia nervosa 1 gallon 6' 359 **Please note that plant quantities provided above quantities will be determined in the field following achieve the specified plant densities. ** are estimates. Actual plant invasive species removal to R-41 7990 o � 0 0 o� � o � � o Q Q co n�, o vt�j+ c� `Z `w ~ co co CD wco N -.I- ocoM CD ;QMM co co _ CO CO jNLO �. `D J X ` Ln > w Q rnw�u_ w O O 00 �4 1_4 102 of 107 PLANTING NOTES Plant in the early spring or late fall and obtain all plants from a reputable nursery. Care and handling of all plant materials is extremely important to the overall success of the project. The origin of all plant materials specified in this plan shall be native plants, nursery grown in the Puget Sound region of Washington. Some limited species substitution may be allowed, only with the agreement of the landscape designer, wetland professional, and/or City staff. Pre -Planting Meeting Prior to control of invasive species or installation of mitigation plantings, a site meeting between the contracted landscaper and the consulting wetland professional shall occur to resolve any questions that may arise. During this meeting a discussion regarding plant spacing and locations of plant species including wetland verses buffer species shall occur between the landscape contractor and the consulting wetland professional. Handling Plants shall be handled so as to avoid all damage, including: breaking, bruising, root damage, sunburn, drying, freezing or other injury. Plants must be covered during transport. Plants shall not be bound with wire or rope in a manner that could damage branches. Protect plant roots with shade and wet soil in the time period between delivery and installation. Do not lift container stock by trunks, stems, or tops. Do not remove from containers until ready to plant. Water all plants as necessary to keep moisture levels appropriate to the species horticultural requirements. Plants shall not be allowed to dry out. All plants shall be watered thoroughly immediately upon installation. Soak all containerized plants thoroughly prior to installation. Storage Plants stored by the Permittee for longer than one month prior to planting shall be planted in nursery rows and treated in a manner suitable to those species' horticultural requirements. Plants must be re -inspected by the wetland professional and/or landscape designer prior to installation. Damaged plants Damaged, dried out, or otherwise mishandled plants will be rejected at installation inspection. All rejected plants shall be immediately removed from the site. Plant Names Plant names shall comply with those generally accepted in the native plant nursery trade. Any question regarding plant species or variety shall be referred to the landscape designer, wetland professional, or City staff. All plant materials shall be true to species and variety and legibly tagged. Quality and condition Plants shall be normal in pattern of growth, healthy, well -branched, vigorous, with well -developed root systems, and free of pests and diseases. Damaged, diseased, pest -infested, scraped, bruised, dried out, burned, broken, or defective plants will be rejected. Plants with pruning wounds over 1-inch in diameter will be rejected. Roots All plants shall be balled and burlapped (B &B) or containerized, unless explicitly authorized by the landscape designer and/or wetland professional. Rootbound plants or B&B plants with damaged, cracked, or loose rootballs (major damage) will be rejected. Immediately before installation, plants with minor root damage (some broken and/or twisted roots) must be root -pruned. Matted or circling roots of containerized plantings must be pruned or straightened, and the sides of the root ball must be roughened from top to bottom to a depth of approximately half an inch in two to four places. Bare root plantings of woody material are allowed only with permission from the landscape designer, wetland professional and/or City staff. Sizes Plant sizes shall be the size indicated in the plant schedule in approved plans. Larger stock may be acceptable provided that it has not been cut back to the size specified, and that the root ball is proportionate to the size of the plant. Smaller stock may be acceptable, and preferable under some circumstances, based on site -specific conditions. Measurements, caliper, branching, and balling and burlapping shall conform to the American Standard of Nursery Stock by the American Association of Nurserymen (latest edition). Form Evergreen trees shall have single trunks and symmetrical, well -developed form. Deciduous trees shall be single trunked unless specified as multi -stem in the plant schedule. Shrubs shall have multiple stems and be well -branched. Timing of Planting Unless otherwise approved by City staff, all planting shall occur between November 1 and March 1. Overall, the earlier plants go into the ground during the dormant period, the more time they have to adapt to the site and extend their root systems before the water demands of spring and summer. Weeding Existing and exotic vegetation in the mitigation areas will be hand -weeded from around all newly installed plants at the time of installation and on a routine basis throughout the monitoring period. No chemical control of vegetation on any portion of the site is recommended. Site conditions The contractor shall immediately notify the landscape designer and/or wetland professional of drainage or soil conditions likely to be detrimental to the growth or survival of plants. Planting operations shall not be conducted under the following conditions: freezing weather, when the ground is frozen, excessively wet weather, excessively windy weather, or in excessive heat. Planting Pits Planting pits shall be circular or square with vertical sides, and shall be 6" deeper and 12" larger in diameter than the root ball of the plant. Break up the sides of the pit in compacted soils. Set plants upright in pits. Burlap shall be removed from the planting pit. Backfill shall be worked back into holes such that air pockets are removed without adversely compacting down soils. PLANTING NOTES CONT'D Fertilizer Slow release fertilizer may be used if pre -approved by City of Renton staff. Fertilizers shall be applied only at the base of plantings underneath the required covering of mulch (that does not make contact with stems of the plants). No soil amendment or fertilizers will be placed in planting holes. Staking Most shrubs and many trees DO NOT require any staking. If the plant can stand alone without staking in a moderate wind, do not use a stake. If the plant needs support, then strapping or webbing should be used as low as possible on the trunk to loosely brace the tree with two stakes. Do not brace the tree tightly or too high on the trunk. If the tree is unable to sway, it will further lose the ability to support itself. Do not use wire in a rubber hose for strapping as it exerts too much pressure on the bark. As soon as supporting the plant becomes unnecessary, remove the stakes. All stakes must be removed within two (2) years of installation. Plant Location Colored surveyors ribbon or other appropriate marking shall be attached to the installed plants to assist in locating the plants while removing the competing non-native vegetation and during the monitoring period. Arrangement and Spacing The plants shall be arranged in a pattern with the appropriate numbers, sizes, species, and distribution that are required in accordance with the approved plans. The actual placement of individual plants shall mimic natural, asymmetric vegetation patterns found on similar undisturbed sites in the area. Spacing of the plantings may be adjusted to maintain existing vegetation with the agreement of the landscape designer, wetland professional, and/or City staff. Inspection(s) A wetland professional shall be present on site to inspect the plants prior to planting. Minor adjustments to the original design may be required prior to and during construction. Woodchip Mulch All landscaped areas denuded of vegetation and soil surface surrounding all planting pit areas shall receive no less than 2 to 4 inches of certified woodchip mulch after planting. A layer of woodchip mulch will be placed around the base of each plant in a 3-foot radius and at a depth of 2 to 4 inches. The woodchip mulch shall not be allowed to contact plant stems in order to avoid plant decay and rot. MAINTENANCE The mitigation areas will require periodic maintenance to remove undesirable species and replace vegetation mortality. Maintenance shall occur in accordance with the approved plans. Chemical control, only if approved by City staff, shall be applied by a licensed applicator following all label instructions. Duration and Extent In order to achieve performance standards, the permittee shall have the mitigation area maintained for the duration of the five-year monitoring period. Maintenance will include: watering, weeding around the base of installed plants, pruning, replacement, re -staking, removal of all classes of noxious weeds (see Washington State Noxious Weeds List, WAC 16-750-005) as well as Himalayan blackberry, and any other measures needed to ensure plant survival. The landscape designer and/or wetland professional shall direct all maintenance. Survival The permittee shall be responsible for the health of 100% of all newly installed plants for one growing season after installation has been accepted by the City of Renton. A growing season for these purposes is defined as occurring from spring to spring (March 15 to March 15 of the following year). For fall installation (often required), the growing season will begin the following spring. The permittee shall replace any plants that are: failing, weak, defective in manner of growth, or dead during this growing season, as directed by the landscape designer, wetland professional, and/or City of Renton staff. Installation Timing for Replacement Plants Replacement plants shall be installed between September 15 and January 15, unless otherwise determined by the landscape designer, wetland professional, and/or City of Renton staff. Standards for Replacement Plants Replacement plants shall meet the same standards for size and type as those specified for the original installation, unless otherwise directed by the landscape designer, wetland professional, and/or City of Renton staff. Replanting Plants that have settled in their planting pits too deep, too shallow, loose, or crooked shall be replanted as directed by the landscape designer, wetland professional, and/or City of Renton staff. Herbicides / Pesticides In general, chemical controls shall not be used in the mitigation area, sensitive areas, or their buffers. However, limited use of herbicides may be approved depending on site -specific conditions, only if approved by City of Renton staff. Irrigation / Watering Water shall be provided during the dry season (July 1 through October 15) for the first two years after installation to ensure plant survival and establishment. A temporary above ground irrigation system shall be installed within the Stream S buffer enhancement area and Wetland B buffer enhancement area to provide water. Water shall be applied at a rate of 1" of water twice per week for year one and 1" per week during year two. If the mitigation plantings meet 80 percent survival at the end of year two, the system may be removed. General The permittee shall include in general maintenance activities the replacement of any vandalized or damaged signs, habitat features, fences, or other structural components of this mitigation site. PLANT INSTALLATION GUIDELINES Compacted topsoil water thoroughly, fertilize as req'd SHRUB PLANTING DETAIL o Scale Prune diseased and broken branches Water basin with 3-4" of mulch Planting hole min. twice size of root ball Planting pit min. twice size of root --, ball 6" mi� TREE PLANTING DETAIL o Scale Prune diseased and broken branches Water basin with 3-4" mulch - Unglazed planting pit surf, 1/2 topsoil, 1/2 native soil, water thoroughly, fertilize FENCING & SIGNAGE Per RMC 4-3-050(G)(3)(f)-(h) outlines fencing and signage requirements. Prior to construction, the outer extent of the approved critical area buffer and areas not to be disturbed shall be marked with high visibility orange construction fencing and silt fencing. Subsequently, permanent fencing of the native growth protection area containing critical area shall be installed, along with permanent signs (made of wood or metal, adhered to treated or metal posts). Sign locations and size specifications shall be approved by the city. RMC 4-3-050(G)(3)(h) recommends the following wording for signs, "Protection of this natural area is in your care. Alteration or disturbance is prohibited by law." SPLIT RAIL FENCE 5 ft. 2 ft. min. 4' 6" MIN. 12" DIAMETER TYPE _ (TRIANGULAR g' ROUGH CEDAR 8" � 12" TO I 4"X4" ROUGH CEDAR POST (TRIANGULAR) CRUSHED SURFACING TOP COURSE (CSTC) POSTS ARE PRE -DRILLED I FOR FENCE RAIL INSERTS 4" TO 6" ROUGH CEDAR RAIL NOTES: 1. POSTS AND RAILINGS ARE PRECUT FOR ASSEMBLY. 2. 3 RAILS ARE PERMITTED. 3. FENCES SHALL BE PLACED AT THE APPROVED BUFFER EDGE. CRITICAL AREA PROTECTION AREA SIGN INSTALLATION GUIDELINES NOT TO SCALE 12"x 18" Aluminum sign with white reflective background. Install one per protected feature in a conspicuous place. Minimum of two galvanized or stainless steel wood lag bolts to firmly secure sign. 4' X 4' pressure treated wooden post with 1/2" chamfer at top. Magnetic locator pin (e.g., pipe, rebar, 20 penny nail, etc.) placed 8-12" from post along CAPA line. Quick -set concrete Compacted native material NOTES: 1. Sign placement shall be subject to the approval of the City of Renton. Alternative sign designs may be submitted to the City of Renton for approval. 3. All signs must be secure and permanent. o � O � cn � o� � O Q Q co n�, o v vt�j+ c� `` w `V.7 ~ U)CD wNLo oU)rn�o ;QMM _ >co co CO CO W N N �. `D J X ` Ln > w Q rnw�u_ O O 00 �4 DEVELOPMENT ENGINEERING msippo 05/10/2022 W 701 RA17991 103 of 107