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HomeMy WebLinkAboutzR-4179SetO Q O v I 4196 LINCOLN A VE NE RENTON, WA 98056 ROAD 8r STORM CONSTRUCT/ON PLANS CONSTRUCT/ON RECORD DRA WINGS INERT/CAL DATUM NA VD 88, GNSS DER/QED BASIS OF BEARING N8846'55"W BETWEEN THE TWO FOUND MONUMENTS /N THE CENTERLINE OF SE 80TH ST CITY OF RENTON MONUMENTS 18.34 - 112" BRASS PLUG /N CONCRETE IN CASE. N.• 196744.737 E.• 1303750.619 189J - 4" BRASS CAP /N CONCRETE /N CASE. N• 1967689.J07 E.• IJ0636J260 REFERENCES SEE SHEET C1.10 LEGAL DESCRIPTION SEE SHEET Ct10 EXCEPTIONS CONTAINED IN A TITLE SEE SHEET C1.10 NOTES SEE SHEET Ct10 SITE STA TISTICS PARCEL NO.- 3345700015, 3345700016, 3345700017, 3345700018, 3345700020 SITE ADDRESS. 4196 L/NCOLN A I/E NE RENTON, WA 98056 SETBACKS.• REAR = 20' M/N (5' PROPOSED FRONT = 20' MIN (4' PROPOSED) SECONDARY FRONT = 15' M/N (10' PROPOSED) S/DE = 5' MIN (5' PROPOSED) PROPOSED USE- SINGLE FAY/L Y GROSS SITE 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 REOU/RED.• 43, 821 S. F. REC SPACE PROVIDED- 46,137 S.F. IMPERVIOUS SURFACE. f 169, 500 S.F. (SITE f ROW) SCHOOL DISTRICT RENTON SCHOOL DISTRICT PARKING SPA CES.• 2 PER LOT STRIPPING VOLUME- f23, 054 C. Y. (PROVIDED FOR PERM/T ONL Y) CUT VOLUME.• -174, 446 C. Y. (PROVIDED FOR PERM/T ONL Y) FILL VOLUME- -114, 483 C. Y. (PROVIDED FOR PERMIT ONL Y) UT/L/TY CONTACTS SEWER/WA TER.• CABLE - COAL CREEK UTILITY DISTRICT COMCAST 6801 132ND PLACE SE 3630 FACTOR/A BL VD SE NEWCASEE, WA 98059 BELLEI/UE, WA PH- (425) 235-9200 PH- (800) 934-6489 POWER- F/RE DEPARTMENT PUGET SOUND ENERGY CITY OF BELLEWE 10885 NE 47H ST 12412 NEWCASTLE WAY BELLEWE, WA BELLEWE, WA 98006 PH- 1-888-225-5773 PH- (425) 452-6892 UNDERGROUND LOCATOR SERVICE CALL BEFORE YOU DIG! 811 OWNER/APPLICANT GLACIA L VENTURE A,, L L C 18300 REDMOND WA Y, SUITE 120 REDMOND, WA 98052 CONTACT BEN PAULUS PHONE- (360) 708-9130 ENGINEER/PLANNER/SURVEYOR/ LANDSCAPEARCHITECT CORE DESIGN INC 12100 N.E. 195TH STREET, SUITE 300 BOTHELL, WASHINGTON 98011 CONTACT GARY SHARNBRO/CH, P.E. - PROJECT MANAGER CONTACT GLENN SPRAGUE, P.L.S. - SURVEYOR CONTACT HOLLI HEA VR/N, P.E. - ENGINEER CONTACT BOB NIX - PLANNER CONTACT LINDSEY SOLOR/0, P.L.A. - LANDSCAPE ARCHITECT PHONE • (425) 885-7877 GEOTECHNICAL ENGINEER TERRA ASSOCIATES, INC. 12220-113I71 A I/E NE, SUITE 130 KIRKLAND, WA 98034 CONTACT CAROL YN DECKER, P.E. PHONE- (425) 821-7777 ARCHITECT M/LBRANOT ARCHITECTURE 25 CENTRAL WAY, SUITE 210 KIRKLAND, WA 98033 CONTACT DA WD VINCENT PHONE- (425) 454-7130 TRANSPORTA TION ENGINEER TENW 111400 SE 87H STREET, SUITE 200 BELLEVUE, WA 98004 CONTACT CHRIS BICKET PHONE • (425) 250-5002 ADJACENT LAND USE NORTH - SINGLE FAM/L Y RESIDENTIAL, R-8 EAST - SINGLE FAM/L Y RESIDENTIAL, R-4 ASBUIL T NOTE THE ASBU/L T /NFORMAT/ON DEPICTED ON THESE PLANS /S BASED UPON FIELD SURVEY INFORMAT/ON PROVIDED BY CORE DESIGN AND SUPPLEMENTED BY S/TE CONTRACTOR, GOOOFELLOW BROTHERS, ON ✓ANUARY 2917; 2024. GOOOFELLOW BROTHERS /ND/CA TES THAT THE DATA PROVIDED TO CORE DES/GN ACCURA TEL Y REPRESENTS FIELD COND/T/ONS ON THE DATE OF THE/R SURVEY. CORE DES/GN HAS REVIEWED THE INFORMATION PROVIDED FOR GENERAL CONFORMANCE WITH THE DESIGN CONCEPT, AND TO THE BEST OF OUR KNOWLEDGE THE INFORMATION /S /N ACCORDANCE W/TH THE OBSERVED FIELD COND/T/ONS. CA UT/ON: UTILITY CONFLICTS v�SE 76TH ST cwn �p i,AK ,4 ASNINGTON SE 80TH ST JO SITE � LLJ z o 40TH ST z "' cn z NE 40TH ST > z o m 2 ¢ N 38TH ST ¢ LL_ � SE 85TH S 00 Y L o 2� SE 87TH S °- SE 88TH ST N 36TH ST N 35TH ST SE 89T ST N 34TH ST LOCATIONS OF UT/L/T/ES AS SHOWN ON THESE PLANS ARE BASED ON UNI/ER/F/ED PUBLIC INFORMA TION AND SHALL BE FIELD VfR/F/ED SY THE CONTRACTOR. PR/OR TO CONSTRUCT/ON, CONTRACTOR SHALL CONTACT ALL UTILITY COMPAN/ES, AND CALL UTILITY LOCATE © 811. PR/OR TO CONSTRUCT/ON, CONTRACTOR SHALL POTHOLE EXISTING UTILITIES, CONTACTING THE SURVEYOR OF RECORD TO SURVEY THE HORIZONTAL AND INERT/CAL LOCATIONS AND VERIFY THE LOCAT/ON, DIMENSION, AND DEPTH OF ALL EXISTING UT/L/T/ES ON THE PROJECT SITE. IN ADDITION, CONTRACTOR SHALL POTHOLE LOCATIONS OF NEW UTILITY CROSSINGS TO VERIFY NO CONFL/CTS EXIST. IF CONFL/CTS EXIST, THE CONTRACTOR SHALL CONSUL T CORE DESIGN, INC. TO RESOL Vf CONFLICTS PR/OR TO PROCEEDING W/TH CONSTRUCTION. 1 CONSTRUCTION RECORD DRAWINGS MEM 2/13/24 HHH SURVEYED: SCALE: LENN R. SPRAGUE P. L. S. AS NOTED DESIGNED: ROLL/ HEA VR/N DRAWN: MARY MOOR�pE ONE INCH CHECKEDHOLL/ HEA VRIN IFAT FULL NOT ONEC NCH NO. REVISION BY DATE AP P R ApP SCALE ACCORDINGLY ROLL/ H. HEAV R/N P.E. VERTICAL• NAVD 1988 HORIZONTAL- NAD 1983/1991 DATUM ; , CITY OF RENTON RCINITYMAP SCALE I" =1000' SHEET INDEX ENGINEERING PLANS 1 C1.01 COINER SHEET 2 C1.02 CONDITIONS OF APPROVAL 3-4 C1.10-Cl.11 BOUNDARY/TOPOGRAPHIC SURVEY 5 C1.20 OVERALL SITE PLAN 6-9 C1.21-C1.24 HORIZONTAL CONTROL PLAN 10-13 C1.31-C1.34 SITE PLAN /7• 7> lA7 42 A/ DCCDT TAF6W 66PpGC �> LCTTTT/7 T►1�77TC��� �/�����TCTIA/ A O9 GRADING PLAN 20-23 COI-C3.04 24 C3.31 TYPICAL ROAD SECTIONS 25-26 C3.32-C3.33 SITE DETAILS 27-28 C3.34-C3.35 GRADING DETAILS 29-30 C3.41-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 PROFILES 44 C4.31 STORM DRAINAGE VAUL T PLAN (SOUTH VAUL T) 45 C4.32 STORM DRAINAGE DETAILS (SOUTH VAUL T) 46 C4.33 STORM DRAINAGE VAUL T PLAN (NORTH VAUL T) 47 C4.34 STORM DRAINAGE DETAILS (NORTH VAUL T) 48 C4.35 ROAD & STORM DRAINAGE DETAILS 49-50 C4.36-C4.37 STORM DRAINAGE STANDARD DETAILS 51-52 C6.01-C6.02 WATER PLAN 53--54 C6.21-C6.22 WATER PROFILES 55 C6.31 WATER STANDARD DETAILS 56 C6.32 WATER STANDARD DETAILS & NOTES 57 C7.01 COMPOSITE UTILITY PLAN 62 C8.01 S/GNAGE & CHANNEL/ZA TION PLAN LANDSCAPE PLANS 63 L 1.01 TREE RETENTION PLAN 64 L 1.02 TREE DENSITY EXHIBIT 65 L 1. 0.3 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 COMPOSITE 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 & SECTIONS 8.3--85 L2.31-L2.33 LANDSCAPE DETAILS 86 L3.01 IRRIGATION COMPOSITE PLAN 87-90 L3.02-L3.05 IRRIGATION PLANS 91 L3.06 IRRIGATION SCHEDULE 92 L3.07 IRRIGATION NOTES 93 L3.31 IRRIGATION DETAILS 94-97 L4.01-L4.04 OPEN SPACE 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 - OFFSITE BENEFIT PARCEL 104-107 7-10 ILL UM/NATION PLANS �pK INS h, o wAsyfF CIVIL ENGINEERING o, z LANDSCAPE ARCHITECTURE ZPLANNING 'Con 99 �•� DESIGN SURVEYING ISTER � 1pNAL 12100 NE 195th St, Suite 300 Bothell, Washington 98011 425.885.7877 2/13/24T-417901 W-417901 R-417901 IN COMPLIANCE WITH CITY OF RENTON STANDARDS CANOPY 4196 LINCOLN AVE NE, RENTON, WA 98056 PAGE: 211JI24 Planning/Building/Public Works Dept. C1, 01 IN COER SHEET SHEET: 1 OF: 107 CONSTRUCT/ON RECORD DRA WINGS Nc 1 O Q N v CONDITIONS OFAPPROVAL PER HEARING EXAMINERS DECISION 1. THE APPLICANT SHALL COMPL Y WITH THE FOLLOWING MITIGATION MEASURES ISSUED AS PART OF THE DETERMINATION OF NON -SIGNIFICANCE MITIGATED, DATED ✓UL Y 13, 2020 (EXHIBITS 1 AND 32)- A. CLEARING AND GRADING OF THE SUBJECT PROPERTY SHALL BE LIMITED TO MAY 1 TO SEPTEMBER 30. B. THE APPLICANT SHALL COMPL Y WITH THE RECOMMENDATIONS OF THE GE07FCHN/CAL REPORT AND RETAINING WALL DESIGNS PREPARED BY TERRA ASSOC/A TES DATED MAY 18, 2020 AND SECONDARY REVIEW COMMENTS PREPARED BY GEOENG/NEERS DA TED DECEMBER 19, 2020 AND APRIL 24, 2020 AND ANY FUTURE ADDENDA TO SUCH REPORTS. C. THE APPLICANTS GE07FCHN/CAL ENGINEER SHALL REVIEW THE PROJECTS CIVIL CONSTRUCTION PLANS TO VERIFY COMPLIANCE WITH THE GE07FCHN/CAL REPORT(S) THE GE07ECHN/CAL ENGINEER SHALL SUBMIT A SEALED LETTER STATING THAT HE/SHE HAS REVIEWED THE CIVIL CONSTRUCTION PLANS AND IN THEIR OPINION THE PLANS AND SPEC/F/CATIONS MEET THE INTENT OF THE REPORT(S). D. THE APPLICANTS GE07ECHN/CAL ENGINEER SHALL IDENTIFY THOSE CONSTRUCTION ACTIVITIES WHERE OBSERVATION ONSITE BY A LICENSED GE07ECHN/CAL ENGINEER SHOULD OCCUR. THOSE IDENTIFIED ACTIVITIES SHALL BE CLEARL Y STATED ON THE CIIAL CONSTRUCTION PLANS. E. THE APPLICANT S GE07ECHN/CAL ENGINEER SHALL SEAL AND CERTIFY ALL ROCKER/ES AND RETAINING WALLS REGARDLESS OF HE/GHT ON THE C1WL CONSTRUCTION AND BUILDING PERMIT PLANS AND PROVIDE LONG-TERM MAINTENANCE RECOMMENDATIONS FOR FUTURE HOMEOWNERS AS AN EXHIBIT IN THE FORTHCOMING COVENANTS, CONDITIONS, AND RESTRICTIONS DOCUMENT TO BE RECORDED WITH THE FINAL PLAT. F. THE APPLICANT SHALL SUBMIT A FINAL STREAM AND WETLAND MITIGATION PLAN FOR THE OFF -SITE BENEFIT PARCEL CONCURRENTLY WITH THE C1WL CONSTRUCTION PERMIT APPL/CATION THAT PROVIDES BUFFER ENHANCEMENT ACTIVITIES CONSISTENT WITH BEST A VAILABLE SCIENCE; MITIGA TION, MAINTENANCE, AND MONITORING- AND NA TIVE GROWTH PROTECTION AREA STANDARDS SET FORTH IN RUC 4-3--050. BUFFER ENHANCEMENT ON THE OFF -SITE BENEFIT PARCEL SHALL OCCUR CONCURRENTL Y WITH CONSTRUCTION OF THE PUD/PRELIM/NARY PLAT. LONG-TERM 0WNERSH/P AND MANAGEMENT OF THE OFF -SITE BENEFIT PARCEL SHALL BE THE RESPONSIBILITY OF THE CANOPY SUBD/l/ISION HOMEOWNERS ASSOCIATION UNLESS THE CITY DETERMINES IT IS ABLE TO ASSUME OWNERSHIP AND PROVIDE THOSE SERVICES. G. THE APPLICANT SHALL INDICATE AREAS OF ALDERWOOD SANDY LOAM ON THE DETA/LED LANDSCAPING PLAN SUBMITTED WITH THE C/V/L CONSTRUCTION PERMIT. THE PLAN SHALL PROVIDE SPEC/F/CATIONS FOR FRACTURING THE HARDPAN WHERE GRADING BRINGS THE ALDER WOOD HARDPAN NEAR THE SURFACE /N LOCATIONS OF NEW TREE PLANTING 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 /N THE ALDERWOOD SANDY LOAM AREAS FOR A MIN/MUM OF RVE (5) YEARS. THE SURETY SHALL INCLUDE A WARRANTY FOR EACH NEW TREE, IRRIGATION SYSTEM, AND MAINTENANCE FOR THE RVE (5) YEAR PERIOD. THE SURETY AND MAINTENANCE SPEC/F/CATIONS SHALL BE EXECUTED PR/OR TO FINAL PLAT RECORDING. H. THE APPLICANT SHALL CONSTRUCT FRONTAGE IMPROVEMENTS ALONG THE NORTHERN HALF OF NE 40TH STREET WEST OF THE PROJECT SITE FRONTAGE TO LINCOLN AVE NE MEETING RESIDENTIAL ACCESS STREET STANDARDS EXCEPT FOR THOSE AREAS WHERE THE SIDEWALK AND/OR PLANTER STRIP COULD MEANDER AND VARY WIDTHS TO SAVE EX/STING TREES W/TH/N THE ROW OR ABUTTING PROPERTY. 1. THE APPLICANT SHALL CONSTRUCT A PEDESTRIAN PA THWA Y WITHIN THE ABUTTING EASTERL Y UNIMPROVED ROW THA T WILL CONNECT TO THE PEDESTRIAN PA THWA Y L OCA TED /N THE UNIMPROVED SECTION OF NE 43RD ST IN AN ALIGNMENT AS GENERALL Y SHOWN ON THE LANDSCAPE PLAN A VOIDING WETLAND AND STREAM IMPACTS AS PRACTICAL AND PROWD/NG MITIGATION FOR UNAVOIDABLE IMPACTS. TRAIL MATERIALS ARE TO BE DETERMINED PR/OR TO SUBMITTING CIWL CONSTRUCTION PERMIT AND SHALL HA VE MINIMAL IMPACT TO WETLAND, STREAMS, AND THEIR ASSOC/A TED BUFFERS. 2. THE APPLICANT SHALL SUBMIT REVISED SITE PLANS, ELEVATION PLANS, AND FLOOR PLANS WITH THE CIVIL CONSTRUCTION PERMIT APPLICATION THAT INDICATE THE REVISED DEPTHS OF LOTS 30-40 WITH FRONT YARD SETBACKS OF 15-FEET AND GARAGE SETBACKS OF 20-FEET 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 -REPETITIVE AND PROVIDE ADDITIONAL DISTINCTIVE FEATURES SUCH AS MA TER/AL VARIATION AND ROOF FORMS. OTHER MASS REDUCTION FEATURES NOT LISTED HEREIN WILL BE CONSIDERED BY THE CURRENT PLANNING PROJECT MANAGER. THE REVISED SETBACKS AND MASSING REDUCTIONS SHALL BE REVIEWED AND APPROVED BY THE CURRENT PLANNING PROJECT MANAGER PR/OR TO PERMIT ISSUANCE. 3. THE APPLICANT SHALL SUBMIT A REVISED SITE PLAN WITH HOME FLOOR PLANS AND EXTERIOR ELEVATIONS WITH THE CIIAL CONSTRUCTION PERMIT APPLICATION 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 48, 50, 53, 54, AND 55. A REDUCTION /N REAR YARD SETBACKS AND/OR OTHER MODIFICATION TO ASSIST IN MEETING TH/S CONDITION MAY ALSO BE CONSIDERED BY THE CURRENT PLANNING PROJECT MANAGER. THE REVISED PLANS SHALL BE REVIEWED AND APPROVED BY THE CURRENT PLANNING PROJECT MANAGER PR/OR TO PERMIT ISSUANCE. 4. THE APPLICANT SHALL REMOVE EX/STING HOMES AND OUTBUILDINGS ON THE SUBJECT PROPERTY AT 2020 NE 40TH ST AND 4130 LINCOLN AVE NE PRIOR TO SUBMITTING FINAL PLAT AND FINAL PLANNED URBAN DEVELOPMENT APPLICATIONS. THE APPLICANT SHALL ALSO REMEDY ANY ENCROACHMENTS ON THE CANOPY PUD SUBJECT PROPERTY INCLUDING BUT NOT LIMITED TO POTENTIAL ENCROACHMENTS ALONG THE BOUNDARY WITH 4006 LINCOLN AVE NE PR/OR TO SUBMITTING FINAL PLA T AND FINAL PLANNED URBAN DEVEL OPMENT APPLICA TIONS. 5. THE APPLICANT SHALL SUBMIT AN OVERALL PLAT BUILDING COVERAGE AND IMPERVIOUS COVERAGE ANAL YS/S WITH GRAPHIC REPRESENTATION WITH THE CIWL CONSTRUCTION PERMIT IDENTIFYING THE ENTIRE SUBJECT PROPERTY COMPLIES WITH THE MAX/MUM BUILDING COVERAGE OF 50-PERCENT AND IMPERVIOUS COVERAGE LIMITATION OF 65-PERCENT. THE ANAL YS/S AND GRAPHIC SHALL BE REVIEWED AND APPROVED BY THE CURRENT PLANNING PROJECT MANAGER PR/OR TO PERMIT ISSUANCE AND RECORDED AS AN EXHIBIT WITH THE FINAL PLAT. 6. THE APPLICANT SHALL SUBMIT BUILDING HEIGHT AND STORY CALCULATIONS FOR EACH OF THE HOMES WITHIN THE PLAT WITH THE C/V/L CONSTRUCTION PERMIT TO ENSURE THE REQUESTED 30-FOOT WALL PLATE, 6-FOOT ROOF PITCH, AND 3-STORY HEIGHTS COMPLY WITH THE PROPOSED MODIFICATION. THE BUILDING HE/GHT AND STORY CALCULATIONS 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 CIIAL CONSTRUCTION PERMIT APPLICATION THAT PROVIDES MEDIUM -SIZE MATURING TREES /N PLANTER STRIPS ABUTTING THE NEW LOTS AND LARGE -SIZED MATURING TREES IN PLANTER STRIPS THA T ABUT TRACTS AND/OR STREET FRONTAGE ONL Y. A T LEAST ONE (1) STREET TREE SHALL BE PLANTED PER LOT (55 TREES) ALONG ROAD A BASED ON SPACING REQUIREMENTS AND IF SPACING REQUIREMENTS 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 CITY URBAN FORESTRY PROGRAM FUND. ADD/7ONALL Y, THE LANDSCAPE PLAN SHALL PROVIDE ROOT BARRIER SYSTEMS WITHIN THE PLANTER STRIP TO IMPEDE TREE ROOTS FROM BUCKLING THE ABUTTING SIDEWALKS. THE DETAILED LANDSCAPING PLAN SHALL BE REVIEWED AND APPROVED BY THE CURRENT PLANNING PROJECT MANAGER PR/OR TO PERMIT ISSUANCE. 8. THE APPLICANTS SUBMITTED DETAILED LANDSCAPING PLAN WITH THE CIIAL CONSTRUCTION PERMIT SHALL PROVIDE A MIN/MUM OF ONE (1) SMALL SIZED MATURING TREE FROM THE CITY APPROVED STREET TREE LIST, SHRUBS, AND GROUNDCOVER ALONG THE WESTERN PORTIONS OF LOTS 1-6 ABUTTING THE WALKWAY /N TRACT H. THE DETAILED LANDSCAPING PLAN SHALL BE REVIEWED AND APPROVED BY THE CURRENT PLANNING PROJECT MANAGER PR/OR TO PERMIT ISSUANCE. 9. THE APPLICANT SHALL SUBMIT SPECIFICATIONS WITH THE DETAILED LANDSCAPING PLAN SUBMITTED WITH THE ClIAL CONSTRUCTION PERMIT THAT PROVIDES A VENEER SURFACE ATTACHED TO THE EXPOSED PORTION OF VAUL T 1 /N TRACT H THAT CONSISTS OF BRICK DETAILING SUCH AS A GARDEN WALL BOND WITH DIAGONAL PATTERNS OR A COMPARABLE SURFACE APPROVED BY THE CURRENT PLANNING PROJECT MANAGER WITH SHRUB AND GROUNDCOVER LANDSCAPING AT THE BASE OF THE EXPOSED WALL. THE SPECIFICATIONS 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 PLANTING SCHEDULE ON THE DETAILED LANDSCAPING PLAN TO BE SUBMITTED WITH THE CIIAL CONSTRUCTION PERMIT TO PROV/OE GREATER PLANTING OF NA77VE EVERGREEN TREES /N OPEN SPACE AND NATIVE GROWTH PROTECTION AREA TRACTS. LARGE SIZE MATURING TREES SUCH AS DOUGLAS FIR, WESTERN RED CEDAR, WESTERN HEMLOCK, AND OTHER COMPARABLE SPECIES 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. 11. THE APPLICANTS CERTIFIED ARBOR/ST SHALL REVEW THE DETAILED LANDSCAPE PLAN TO BE SUBMITTED WITH THE ClIAL CONSTRUCTION PERMIT AND PROVIDE WRITTEN RECOMMENDATIONS ON TREE SPACING FOR THE NEW TREES WITHIN THE PLAT. AS A RESULT OF THE ARBOR/ST S REVIEW, IF THERE REMAIN OUTSTANDING TREE REPLACEMENT CAL/PER INCHES DUE TO SPACING LIMITATIONS, THE REMAINING TREE REPLACEMENT CALIPER INCHES SHALL BE SATISFIED WA FEE -IN -LIEU /N THE CITY URBAN FORESTRY PROGRAM FUND. THE DETAILED LANDSCAPE PLAN AND CERTIFIED ARBOR/ST TREE SPACING RECOMMENDATIONS SHALL BE REVIEWED AND APPROVED BY THE CURRENT PLANNING PROJECT MANAGER PR/OR TO PERMIT ISSUANCE. 12. THE APPLICANT SHALL SUBMIT A MIN/MUM TREE DENSITY EXHIBIT AS A COMPONENT TO THE DETAILED LANDSCAPING PLAN THAT /5 TO BE SUBMITTED WITH THE CIVIL CONSTRUCTION PERMIT. THE MIN/MUM TREE DENSITY EXHIBIT SHALL PROVIDE A DETAIL OF EVERY LOT IN THE PLAT AND HOW IT MEETS THE MIN/MUM TWO (2) TREES PER 5,000 SQUARE FOOT REQUIREMENT. THE MIN/MUM TREE DENSITY EXHIBIT SHALL BE REVIEWED AND APPROVED BY THE CURRENT PLANNING PROJECT MANAGER PR/OR TO PERMIT ISSUANCE. 13. THE APPLICANT SHALL SUBMIT DETAILED SPECIFICATIONS OF ALL REDI-ROCK RETAINING WALL VENEERS REGARDLESS OF HEIGHT WITH THE C/V/L CONSTRUCTION PERMIT APPLICATION. THE Vf-NEERS SHALL HAVE- A SCALE SIMILAR TO BRICK OR OTHER SMALL-SCALE MA TER/AL AS APPROVED BY THE CURRENT PLANNING PROJECT MANAGER. THE DETAILED SPECIFICATIONS SHALL BE REVIEWED AND APPROVED BY THE CURRENT PLANNING PROJECT MANAGER PR/OR TO PERMIT ISSUANCE. 14. THE APPLICANT SHALL SUBMIT A SURETY TO ENSURE THE SURVIVAL OF THE PLANTINGS ON THE VEGETATED MECHAN/CALL Y STABILIZED WALLS FOR A MIN/MUM OF RVE (5) YEARS. THE SURETY SHALL INCLUDE A WARRANTY FOR THE PLANTINGS AND MAINTENANCE OF THE WALL FOR THE RVE (5) YEAR PER/OD. THE SURETY AND MAINTENANCE SPECIFICATIONS SHALL BE EXECUTED PR/OR TO PLAT RECORDING. 15. THE APPLICANT SHALL SUBMIT A CR/T/CAZ AREAS EXEMPTION REQUEST FOR THE RESTORAT/ON AND M/T/GAT/ON ACTIVITIES ON THE OFF -SITE BENEFIT PARCEL. THE CRITICAL AREAS EXEMPT/ON SHALL BE REVIEWED AND ISSUED PR/OR TO OR CONCURRENT W/TH C/V/L CONSTRUCT/ON PERM/T ISSUANCE. 16. PR/OR TO FINAL PLAT APPL/CATION, IF I /S DETERMINED THAT THE CANOPY HOMEOWNERS ASSOCIATION W/LL OWN AND MAINTAIN THE OFFSITE BENEFIT PARCEL, THE APPLICANT SHALL SUBMIT THE FINAL PLAT DOCUMENT W/TH THE OFFSITE BENEFIT PARCEL AS A TRACT W/TH/N THE PLAT, NOTING ITS NAT/1/E GROWTH PROTECT/ON AREAS AND EQUAL OWNERSHIP FROM ALL PROPERTY OWNERS W/THIN THE SUBDIVISION THE APPLICANT SHALL INCLUDE THE OWNERSHIP AND MAINTENANCE RESPONSIBILITIES /N THE COVENANTS, CONDITIONS, AND RESTRICTIONS (CC&RS) TO BE RECORDED WITH THE FINAL PLAT. THE TRACT ADDITION AND CC&RS, IF NEEDED, SHALL BE REVIEWED AND APPROVED BY THE CURRENT PLANNING PRO✓ECT MANAGER PR/OR FINAL PLAT RECORDING. 17. THE APPLICANT SHALL SUBM/T A REVISED ARBOR/ST REPORT WITH THE C/V/L CONSTRUCT/ON PERM/T THAT ANALYZES THE HEAL TH AND V/AB/L/TY OF EXISTING TREES /N AND AROUND THE NE 40TH ST FRONTAGE AND PROVIDES RECOMMENDATIONS FOR THE WELL-BEING OF THE TREES WHILE THE FRONTAGE /S UNDER CONSTRUCTION INCLUDING MONITORING, TREE AND ROOT PROTECTION, IRRIGATION, PRUNING, ETC. DURING AND POST CONSTRUCTION TO ENSURE THE SAFETY AND V/TAL/TY OF THE TREES. THE REVISED ARBOR/ST REPORT SHALL BE REVIEWED AND APPROVED BY THE CURRENT PLANNING PROJECT MANAGER PR/OR TO PERMIT ISSUANCE. 18. THE APPLICANT SHALL INSTALL APPROVED FIRE SPRINKLER SYSTEMS FOR LOTS 41-47 AS SHOWN ON THE PRELIM/NARY PLAT (EXHIBIT 4) AND A PLAT NOTE SHALL BE INCLUDED ON THE FINAL PLAT DOCUMENT THAT /ND/CA TES HOMES ON LOTS 41-47 REQUIRE APPROVED FIRE SPRINKLERS. THE PLAT NOTE SHALL BE REV/EWED AND APPROVED BY THE CURRENT PLANNING PROJECT MANAGER PR/OR TO PLAT RECORDING. 19. THE APPL/CANT SHALL SUBMIT AN EMERGENCY AND VAUL T ACCESS ROAD DETA/L EXHIBIT W/TH THE C/V/L CONSTRUCT/ON PERM/T APPL/CAT/ON. THE EXHIBIT SHALL PROVIDE DETA/LS OF THE ROAD WIDTH AND HAMMERHEAD TURNAROUND MEETING THE SPEC/F/CA TIONS OF THE RENTON REGIONAL F/RE AUTHOR/TY W/TH PA VfD MATERIALS THA T ARE COMPLEMENTARY TO PEDES TR/AN AND OPEN SPACE ENVIRONMENTS WHIZ MEETING THE NEEDS OF FIRE APPARATUS SUCH AS SCORED AND/OR STAMPED CONCRETE, PA1/ERS, OR OTHER COMPARABLE MA TER/ALS AS APPR01/ED BY THE CURRENT PLANNING PROJECT MANAGER. THE ACCESS ROAD SHALL BE PULLED OUT OF TRACT H AND PLACED /N A SEPARATE TRACT AND EASEMENT THA T W/LL L/M/T USE TO EMERGENCY, VAUL T ACCESS, AND OPEN SPACE AND THE TRACT/EASEMENT SHALL BE NAMED FOR THE PURPOSE OF ADDRESSING LOTS 1-6. THE EXHIBIT SHALL BE REV/EWED AND APPROVED BY THE CURRENT PLANNING PROJECT MANAGER PR/OR TO PERMIT ISSUANCE. TRACT AND EASEMENT LANGUAGE FOR THE ROAD SHALL BE REV/EWED AND APPROVED BY THE CURRENT PLANNING PRO✓ECT MANAGER PR/OR TO PLAT RECORDING. 20. THE APPLICANT SHALL SUBMIT A TRAFFIC CONTROL/PEDESTRIAN ENHANCEMENT EXH/BIT FOR ROAD A WITH THE C/V/L CONSTRUCTION PERMIT APPLICATION. THE EXH/BIT SHALL PROVIDE DETAILS OF THE TRAFFIC CONTROL MEASURES AND PEDESTRIAN CONNECTIONS THA T CONNECT TRACT A TO TRACT H AND TRACT B TO TRACT F. THE ENHANCEMENT SHALL INCLUDE FEATURES SUCH AS RAISED CONCRETE PROVIDING A LEWL CROSSING SIMILAR TO A FESTIVAL STREET"CROSS SECTION WITH THE PLANTER STRIP REPLACED W/TH STREET TREES /N GRA TES AND/OR OTHER PEDESTR/AN AND TRAFFIC CONTROL FEATURES AS APPR01/ED BY THE CURRENT PLANNING PROJECT MANAGER. THE ROAD A TRAFFIC CONTROL/PEDESTR/AN ENHANCEMENT EXH/BIT SHALL BE REVIEWED AND APPROVED BY THE CURRENT PLANNING PRO✓ECT MANAGER PR/OR TO PERMIT ISSUANCE. 21. THE APPLICANT SHALL SUBMIT A FINAL OPEN SPACE PLAN WITH THE C/V/L CONSTRUCTION PERMIT APPLICATION THAT PROVIDES DETA/LED LANDSCAPING PLANS, DETAIL SHEETS OF PLAYGROUND, EXERC/SE EQUIPMENT, SEATING, FENCING, TABLES, V/EW STATIONS, AND OTHER STREET FURNITURf, TRAIL AND GATHERING SPACE SURFACE MATERIALS, AND FINAL SQUARE FOOTAGE CALCULATIONS OF EACH OPEN SPACE AREA. THE FINAL OPEN SPACE PLAN SHALL BE REVIEWED AND APPROVED BY THE CURRENT PLANNING PRO✓ECT MANAGER PR/OR TO PERM/T ISSUANCE. 22. THE APPLICANT SHALL SUBMIT CROSS SECTIONS W/TH THE FINAL OPEN SPACE PLAN FOR EACH OPEN SPACE AREA THAT INCLUDES SLOPE PERCENTAGE CALCULATIONS W/TH THE C/V/L CONSTRUCT/ON PERM/T APPL/CAT/ON. TERRACING WITH LIMITED HEIGHT RETAINING WALLS MAY BE REQU/RED TO OBTAIN LEVEL GRADES /F /T /S DETERMINED BY THE CURRENT PLANNING PROJECT MANAGER AS AN OPT/UAL AL TERNAT/1/E TO STEEPER GRADES /N THE OPEN SPACE AREAS. THE CROSS SECTIONS, SLOPE CALCULATIONS, AND /F NEEDED, TERRACED RETAINING WALLS SHALL BE REVIEWED AND APPROVED BY THE CURRENT PLANNING PROJECT MANAGER PR/OR TO PERM/T ISSUANCE. 23. THE APPL/CANT SHALL SUBMIT A REVISED PRIVATE OPEN SPACE PLAN W/TH THE C/V/L CONSTRUCT/ON PERM/T APPL/CAT/ON THAT PROVIDES DEFINED EDGES FOR EACH OF THE LOTS GROUND FLOOR PRIVATE OPEN SPACES. DEMARCATIONS CAN INCLUDE LANDSCAPING, LOW Lf-VfL FENCING, HARDSCAPES, AND/OR OTHER FEATURES APPR01/ED BY THE CURRENT PLANNING PRO✓ECT MANAGER. THE REVISED PRIVATE OPEN SPACE PLAN SHALL BE REV/EWED AND APPROVED BY THE CURRENT PLANNING PROJECT MANAGER PR/OR TO PERM/T ISSUANCE. 24. THE APPLICANT SHALL SUBMIT REVISED HOME ELEVATIONS FOR PLANS 2550, 2553, AND 2054 W/TH THE BUILDING PERMIT APPLICATIONS THAT PROVIDES A HORIZONTAL BAND ON SIDE ELEVATIONS BETWEEN STORIES OR PROVIDES A MA TER/AL VAR/A7ON /N ADD/7ON TO LAP SIDING. THE REVISED ELEVATIONS SHALL BE REVIEWED AND APPROVED BY THE CURRENT PLANNING PROJECT MANAGER PR/OR TO PERM/T ISSUANCE. 25. THE APPL/CANT SHALL SUBMIT A REVISED ARCHITECTURAL 5TREETSCAPE PLAN AND REVISED BUILDING ELEVATIONS WITH THE APPLICABLE BUILDING PERM/T APPLICATIONS THAT REVISES COLOR PALLETS RELATED TO THE SUBSTANTIAL USE OF MODERN GREY ON LOTS 3, 4, 11, 12, 13,, 15, 16, 49, AND 50 TO ENSURE THE ABUTTING HOMES CONTAIN A DIFFERING COLOR. THE REVISED STREETSCAPE PLAN AND BUILDING ELEVATIONS SHALL BE REVIEWED AND APPR0VED BY THE CURRENT PLANNING PROJECT MANAGER PR/OR TO PERMIT ISSUANCE. 1 CONSTRUCTION RECORD DRAWINGS MEM 2/13/24 HHH SURVEYED: SCALE: LENN R. SPRAGUE P. L. S. AS NOTED DESIGNED: ROLL/ HEA VR/N DRAWN: MARY MOOR�pE ONE INCH CHECKEDHOLL/ HEA VRIN IFAT FULL NOT ONEC NCH ^PPRO�D SCALE ACCORDINGLY ROLL/ H. HEA VR/ NO. REVISION BY DATE AP P R N P.E. VERTICAL• NAVD 1988 HORIZONTAL- NAD 1983/1991 DATUM 26. THE APPLICANT SHALL SUBMIT A STANDALONE FINAL MITIGATION, MAINTENANCE, AND MONITORING PLAN FOR THE STREAM BUFFER AVERAGING OF STREAM S'WITH THE ClIAL CONSTRUCTION PERMIT APPLICATION. THE PLAN SHALL INCLUDE ALL APPLICABLE ITEMS SET FORTH /N RUC 4-3--050L AND 4-8-120D.19 WITH A MONITORING PERIOD OF FIVE (5) YEARS. THE PLAN SHALL ALSO PROVIDE RECOMMENDATIONS FOR PLACING LARGE WOODY DEBRIS IN AND AROUND THE ORDINARY HIGH WATER MARK OF STREAM S'FROM ANY TREE MEASURING FOUR (4) INCHES /N 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 FINAL WETLAND MITIGATION, MAINTENANCE, AND MONITORING PLAN FOR WETLANDS B AND D WITH THE CIIAL CONSTRUCTION PERMIT APPLICATION. THE PLAN SHALL INCLUDE ALL APPLICABLE ITEMS SET FORTH /N RUC 4-3-050L AND 4-8-120D.23 WITH A MONITORING PER/OD OF FIVE (5) YEARS OR TIMELINE AS SET FORTH BY ANY REQUIRED STATE AND/OR FEDERAL PERMITS). PERMANENT WETLAND IMPACTS SHALL NOT OCCUR TO WETLAND A UNTIL SUCH TIME ANY REQUIRED STATE AND/OR FEDERAL PERMITS AND/OR APPROVALS ARE ISSUED. THE FINAL PLAN AND EVIDENCE OF REQUIRED STATE AND/OR FEDERAL PERMITS 28. THE APPLICANT SHALL SUBMIT A CONSOLIDATED CRITICAL AREAS EXEMPTION REQUEST FOR PROPOSED ONSITE AND OFFSITE PEDESTRIAN TRAILS THAT WILL ENCROACH INTO WETLANDS, WETLAND BUFFERS, AND GEOLOGICALLY HAZARDOUS AREAS. THE CRITICAL AREAS EXEMPTION SHALL BE REVIEWED AND ISSUED PR/OR TO OR CONCURRENT WITH CIWL CONSTRUCTION PERMIT ISSUANCE. 29. THE APPLICANT SHALL SUBMIT A REVISED GEOTECHN/CAL REPORT, WALL DESIGN, AND GRADING PLANS WITH THE C/V/L CONSTRUCTION PERMIT RELATED TO THE INCREASED DEPTH OF LOTS 30-40. THE REVISED REPORT AND PLANS SHALL BE REVIEWED BY THE CITY S SECONDARY GEOTECHN/CAL REVIEWER WITH ALL COSTS ASSOCIATED FROM THE SECONDARY REVIEW PAID FOR /N ADVANCE BY THE APPLICANT. THE REVISED REPORT AND PLANS SHALL ALSO BE REV/EWED AND APPROVED BY THE CURRENT PLANNING PROJECT MANAGER PR/OR TO PERMIT ISSUANCE. 30. THE APPLICANT SHALL SUBMIT A DRAFT CONDITIONS, COVENANTS, AND RESTRICTIONS (CC&RS) DOCUMENTS WITH THE FINAL PLANNED URBAN DEVELOPMENT AND FINAL PLAT APPLICATIONS. THE CC&RS SHALL PROVIDE OWNERSHIP AND MAINTENANCE RESPONSIBILITIES FOR ALLEYS, OPEN SPACE TRACTS, NA77VE GROWTH PROTECTION AREA TRACTS, STORMWATER FACILITIES, AND OTHER COMMON FACILITIES OF THE SUBD/V/S/ON. THE CC&R SHALL BE REVIEWED AND APPROVED BY THE CURRENT PLANNING PROJECT MANAGER PR/OR TO RECORDING THE DOCUMENT WITH THE FINAL PLAT. 31. ANY PROPOSED CHANGES TO KEY FEATURES OF THE PROJECT NOTED /N CONCLUSIONS #13 OF THE STAFF REPORT TO THE HEARING EXAMINER SHALL BE REVIEWED AND CONSIDERED AS MAJOR MOD/F/CA TIONS TO THE PLANNED URBAN DEVELOPMENT. 32. SAN/TARP SEWERS SHALL BE PROVIDED BY THE DEVfZOPER AT NO COST TO THE C/TY AND DES/GNED /N ACCORDANCE W/TH CITY STANDARDS. SIDE SEWER LINES SHALL BE INSTALLED EIGHT FEET (8) INTO EACH LOT /F SANITARY SEWER MAINS ARE AVAILABLE, OR PROVIDED WITH THE SUBDI14S/ON DElELOPMENT. 33. ALL UTILITIES DESIGNED TO SERVE THE SUBD/V/S/ON SHALL BE PLACED UNDERGROUND. ANY UT/L/T/ES INSTALLED /N THE PARKING STRIP SHALL BE PLACED /N SUCH A MANNER AND DEPTH TO PERMIT THE PLANTING OF TREES. THOSE UTILITIES TO BE LOCATED BENEATH PA1/ED SURFACES SHALL BE INSTALLED, INCLUDING ALL SERVICE CONNECTIONS, AS APPR01/ED BY THE DEPARTMENT. SUCH INSTALLATION SHALL BE COMPLETED AND APPR0VED PR/OR TO THE APPLICATION OF ANY SURFACE MATERIAL. EASEMENTS MAY BE REQUIRED FOR THE MAINTENANCE AND OPERATION OF UT/L/T/ES AS SPECIFIED BY THE DEPARTMENT. 34. ANY CABLE TV CONDUITS SHALL BE UNDERGROUNDED AT THE SAME TIME AS OTHER BASIC UT/L/T/ES ARE INSTALLED TO SERVE- EACH LOT. CONDUIT FOR SERVICE CONNECTIONS SHALL BE LAID TO EACH LOT L/NE BY SUBDIVIDER AS TO OBVIATE THE NECESSITY FOR DISTURBING THE STREET AREA, INCLUDING SIDEWALKS, OR ALLEY /MPROVSMENTS WHEN SUCH SERVICE CONNECTIONS ARE EXTENDED TO SERVE ANY BUILDING. THE COST OF TRENCHING, CONDUIT, PEDESTALS AND/OR VAUL TS AND LATERALS AS WELL AS EASEMENTS THEREFORE REQUIRED TO BRING SERVICE TO THE DEVELOPMENT SHALL BE BORNE BY THE DEVLZOPER AND/OR LANDOWNER. THE SUBDIVIDER SHALL BE RESPONSIBLE ONL Y FOR CONDUIT TO SERVE HIS DEVELOPMENT. CONDUIT ENDS SHALL BE ELBOWED TO FINAL GROUND ELEVAT/ON AND CAPPED. 35. ALL COMMON AREA AND OPEN SPACE SHALL BE LANDSCAPED /N ACCORDANCE WITH THE LANDSCAPING PLAN SUBMITTED BY THE APPLICANT AND APPROVED BY THE CITY. PR/OR TO THE ISSUANCE OF ANY OCCUPANCY PERM/T, THE DEW ZOPER SHALL FURNISH A SECURITY DEVICE TO THE CITY /N AN AMOUNT EQUAL TO THE PROVISIONS OF RMC 4-9-060. LANDSCAPING SHALL BE PLANTED W/TH/N ONE YEAR OF THE DATE OF FINAL APPROVAL OF THE PLANNED URBAN DEVELOPMENT, AND MAINTAINED FOR A PER/00 OF TWO (2) YEARS THEREAFTER PR/OR TO THE RELEASE OF THE SECURITY DEVICE. A SECURITY DEVICE FOR PROVIDING MAINTENANCE OF LANDSCAPING MAY BE WA/1/EO /F A LANDSCAPING MAINTENANCE CONTRACT WITH A REPUTABLE LANDSCAPING FIRM LICENSED TO DO BUSINESS /N THE CITY OF RENTON /S EXECUTED AND KEPT ACTIVE FOR A TWO (2) YEAR PER/OD. A COPY OF SUCH CONTRACT SHALL BE KEPT ON FILE WITH THE DEVELOPMENT SERVICES DIWS/ON. LANDSCAPING SHALL BE MAINTAINED PURSUANT TO REQUIREMENTS OF RMC 4-4-070. 36. PR/OR TO THE ISSUANCE OF ANY OCCUPANCY PERMITS, ALL COMMON FAC/L/TIES, INCLUDING BUT NOT LIMITED TO UT/L/T/ES, STORM DRAINAGE, STREETS, RECREAT/ON FAC/L/T/ES, ETC., SHALL BE COMPLETED BY THE DEPELOPER OR, IF DEFERRED BY THE PLANN/NG/BU/LD/NG/PUBL/C WORKS ADMINISTRATOR OR HIS/HER DES/GNEE, ASSURED THROUGH A SECURITY DEVICE TO THE CITY EQUAL TO THE PROVISIONS OF RMC 4-9-060. 37. ALL COMMON FACILITIES NOT DEDICATED TO THE CITY SHALL BE PERMANENTL Y MAINTAINED BY THE PLANNED URBAN DEVELOPMENT OWNER, IF THERE /S ONL Y ONE OWNER, OR BY THE PROPERTY OWNERS'ASSOC/AT/ON, OR THE AGENT(S) THEREOF. IN THE f_VfNT THA T SUCH FACILITIES ARE NOT MAINTAINED /N A RESPONSIBLE MANNER, AS DETERMINED BY THE CITY, THE CITY SHALL HA 1/E THE RIGHT TO PROVIDE FOR THE MAINTENANCE THEREOF AND B/LL THE OWNER OR PROPERTY OWNERS'ASSOC/AT/ON ACCORDINGLY. SUCH B/LL, IF UNPAID, SHALL BECOME A LIEN AGAINST EACH INDIVIDUAL PROPERTY. I ASBU/LT NOTE I THE ASBU/L T /NFORMA T/ON DEPICTED ON THESE PLANS /S BASED UPON FIELD SURVEY INFORMATION PROVIDED BY CORE DES/GN AND SUPPLEMENTED BY SITE CONTRACTOR, GOOOFELLOW BROTHERS, ON ✓ANUARY 29TH, 2024. GOODFELLOW BROTHERS /NO/CATES THAT THE DATA PROVIDED TO CORE DESIGN ACCURATEL Y REPRESENTS FIELD CONDITIONS ON THE DATE OF THEIR SURVf-Y. CORE DES/GN HAS REVIEWED THE /NFORMAT/ON PROVIDED FOR GENERAL CONFORMANCE W/TH THE DESIGN CONCEPT, AND TO THE BEST OF OUR KNOWLEDGE THE /NFORMA T/ON /S /N ACCORDANCE WITH THE OBSERVED FIELD CONDITIONS. 2/13/24 K INS h, wAsyfF CIVIL ENGINEERING Z z LANDSCAPE ARCHITECTURE PLANNING �Z_99 ,. DESIGN SURVEYING ISTf � v )NA12100 NE 195th St, Suite 300 Bothell, Washington 98011 425.885.7877 R-417902 IN COMPLIANCE WITH CITY OF RENTON STANDARDS ArmDMCITY 0 F 4196 LINCOLNCAVE NE, ANOPY ON, WA 98056 FIELDBOOK: 24 IL RENTON PAGE: VAwDRAWING NO: Planning/Building/Public Works Dept. C1, 02 CONDITIONS OFAPPROVAL SHEET: 2 OF: 107 CONSTRUCT/ON RECORD DRA WINGS N 0 0 0 J V 1 0 IN M 0 0 0 O N � v VERTICAL DATUM NAVD 88, GNSS DERIVED 0 CITY OF RENTON MONUMENTS 1834 — 112 "" BRASS PLUG bV CONCRETE /N CASE. N.• 196744. 737 E.-1303750. 619 1893 — 4" BRASS CAP IN CONCRETE IN CASE. N.• 1967689.307 E.- 1306363.260 V BASIS OF BEARINGS N88°46'55"W BETWEEN THE TWO FOUND MONUMENTS IN THE CENTERLINE OF SE 80TH ST REFERENCES 1. GARDEN OF EDEN ADDITION TO SEATTLE, RECORDED IN VOLUME 16 OF PLATS, PAGE 18, RECORDS OF KING COUNTY, WASHINGTON. LEGAL DESCRIPTION GOODWIN PARCEL A: 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 ALL IN THE PLAT OF C.D. HILLMAN'S LAKE WASHINGTON GARDEN OF EDEN ADDITION TO SEATTLE, DIVISION NO. 7, ACCORDING TO O THE PLAT RECORDED IN VOLUME 16 OF PLATS, PAGE 18, IN KING COUNTY, WASHINGTON; ` l VPARCEL EXCEPT THAT PORTION THEREOF CONDEMNED IN KING COUNTY SUPERIOR COURT CAUSE NO. 165993, FOR ROAD PURPOSES. B: THE NORTH 120 FEET OF LOT 4, BLOCK 1, EXCEPT THE WEST 50 FEET OF C.D. HILLMAN'S LAKE WASHINGTON GARDEN OF EDEN ADDITION TO SEATTLE, DIVISION NO. 7, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 16 OF PLATS, PAGE 18, RECORDS OF KING COUNTY, WASHINGTON; PARCEL C: 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 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 THEREOF CONDEMNED IN KING COUNTY SUPERIOR COURT CAUSE NO. 165993, FOR ROAD PURPOSES IN BLOCK 1 ALL IN THE 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. PARCEL D: TRACT 9, BLOCK 1, C.D. HILLMAN'S LAKE WASHINGTON GARDEN OF EDEN ADDITION TO SEATTLE DIVISION NO. 7, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 16 OF PLATS, PAGE 18, IN KING COUNTY, WASHINGTON. LUND PARCEL A: 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. PARCEL B: 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. PARCEL C: 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 EXCEPTIONS CONTAINED IN TITLE GOODWIN COMMITMENT NUMBER 4215-2990188, JULY 24, 2019 1-16. NOT APPLICABLE TO THIS SURVEY 17. THIS SITE IS SUBJECT TO TERMS, CONDITIONS, PROVISIONS AND STIPULATIONS OF THE OPERATING AGREEMENT OF GOODWIN DC, LLC. ACCORDING TO SAID AGREEMENT DATED SEPTEMBER 13, 2013, THIAM CHUA AND CHOI YEE LUM IS/ARE THE MEMBER(S) 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. LUND COMMITMENT NUMBER 4243-3019314, MARCH 22, 2018 1. NOT APPLICABLE TO THIS SURVEY 2. NOT APPLICABLE TO THIS SURVEY 3. THIS SITE IS SUBJECT TO TERMS, CONDITIONS, PROVISIONS AND STIPULATIONS OF THE OPERATING AGREEMENT OF BLUE FERN DEVELOPMENT LLC . ACCORDING TO SAID AGREEMENT DATED APRIL 18, 2013, BENJAMIN P. PAULUS IS/ARE THE MANAGER(S) THEREOF. ANY AMENDMENTS TO SAID AGREEMENT MUST BE SUBMITTED. ANY CONVEYANCE OR ENCUMBRANCE OF THE PROPERTY MUST BE EXECUTED BY SAID MANAGER(S) AS PROVIDED FOR THEREIN, SUBJECT TO SAID AMENDMENTS, IF ANY. (NOTHING TO PLOT) 4. THIS SITE IS SUBJECT TO ANY AND ALL OFFERS OF DEDICATION, CONDITIONS, RESTRICTIONS, EASEMENTS, BOUNDARY DISCREPANCIES OR ENCROACHMENTS, NOTES AND/OR PROVISIONS SHOWN OR DISCLOSED BY SHORT PLAT OR PLAT OF C.D. HILLMAN'S LAKE WASHINGTON GARDEN OF EDEN ADDITION TO THE CITY OF SEATTLE DIVISION NUMBER 7 RECORDED IN VOLUME 16 OF PLATS, PAGE(S) 18. (NOTHING TO PLOT) 5. THIS SITE IS SUBJECT TO THE TERMS AND PROVISIONS CONTAINED IN THE DOCUMENT TITLED "DECLARATIONS OF COVENANTS PRIVATE WELL", RECORDED UNDER RECORDING NUMBER 8107150767, RECORDS KING COUNTY, WASHINGTON. (DOCUMENT UNREADABLE, WELL LOCATION PLOTTED APPROXIMATELY HEREON) 6. THIS SITE IS SUBJECT TO AND EASEMENT AND THE TERMS AND CONDITIONS THEREOF RECORDED UNDER RECORDING NUMBER 8111250556 RECORDS KING COUNTY, WASHINGTON. (10' WIDE STRIP, 5' ON EACH SIDE OF FACILITIES CONSTRUCTED OR TO BE CONSTRUCTED, PLOTTED APPROXIMATELY HEREON) 7. THIS SITE IS SUBJECT TO AN EASEMENT AND THE TERMS AND CONDITIONS THEREOF RECORDED UNDER RECORDING NUMBER 8309290673, RECORDS KING COUNTY, WASHINGTON. (PLOTTED HEREON) 8. THIS SITE IS SUBJECT TO CONDITIONS, NOTES, EASEMENTS, PROVISIONS AND/OR ENCROACHMENTS CONTAINED OR DELINEATED ON THE FACE OF THE SURVEY RECORDED UNDER RECORDING NUMBER 8501119003, RECORDS KING COUNTY, WASHINGTON. (NOTHING TO PLOT) NOTES 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 = 438,101t SQUARE FEET (10.0574t 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. CONSTRUCTION RECORD DRAWINGS F.ITIMM Me, MEM 1 3/241 H H H I�,R. SURVErED: LENN SCALE: SPRAGUE P.L.S. DESIGNED: ROLL/ HEA VR/N DRAWN: MARY MOORS CHECKED: ROLL/ HEA VR/N DATE APPR APPROVED: ROLL/ H. HEA VR/N P. E. WELL NOTE PRIVATE WELL NOTED IN EXCEPTION 15 SHALL BE ABANDONED PRIOR TO CONSTRUCTION /N ACCORDANCE WITH STATE GUIDELINES. I ASBU/LT NOTE I THE ASBU/L T /NFORMA T/ON DEPICTED ON THESE PLANS /S BASED UPON FIELD SURVf-Y INFORMA T/ON PROVIDED BY CORE DES/GN AND SUPPLEMENTED BY SITE CONTRACTOR, GOODFELLOW BROTHERS, ON ✓ANUARY 29TH, 2024. GOODFELLOW BROTHERS INDICATES THAT THE DATA PROVIDED TO CORE DESIGN ACCURATEL Y REPRESENTS FIELD CONDITIONS ON THE DATE OF THEIR SURVf-Y. CORE DESIGN HAS REVIEWED THE /NFORMAT/ON PROVIDED FOR GENERAL CONFORMANCE WITH THE DESIGN CONCEPT, AND TO THE BEST OF OUR KNOWLEDGE THE /NFORMA T/ON /S /N ACCORDANCE WITH THE OBSERVED FIELD CONDITIONS. ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY CIVIL ENGINEERING LANDSCAPE ARCHITECTURE ,%dUKC PLANNING �zw� DESIGN SURVEYING 12100 NE 195th St, Suite 300 Bothell, Washington 98011 425.885.7877 R-417903 IN COMPLIANCE WITH CITY OF RENTON STANDARDS 2/13/24 DATE: VERTICAL• NAVD 1988 HORIZONTALNAD 1983/1991 .CITY OF CANOPY 211JI24 4196LINCOLNAVENE, RENTON, WA98056 FIELDBOOK: RENTON PAGE DRAWING NO: DATU M Planning/Building/Public Works Dept. C1,10 BOUNDARY/TOPOGRAPHIC SURVEY SHEET: 3 OF: 107 CONSTRUCT/ON RECORD DRA WINGS v � m � � In Lr) Lill W w (n z U U 04 00 p m M Z z*zp W r O O to O U Z L.L.I (m C4 00 0i �.rj Z 00 O W O M of c0 c0 O O �- w w Of (� L, O N M U N Ln 0 I� d- 00 oo z 3 II 0 U) 00 (n Lei Z � z ¢ �m 20 �N CN CO a zm ~ N W 12, W Z Z Z O W Q U p (n W W Z p Z m p O m w w O m l- ¢ a¢ U U w i_121! Z M L, W O_ r�J L0 W W �Q x N M ^' M W p} UQjj m O U (T O) Z 0= m ZZ Z NF ^ ¢p0¢O �Z�N 11 W L�d U'JOO O ¢ OOO 00 _ ^� N BE 4 N '-,� O < cj: ~ Z¢ pOj O Z (n (=n m p 0= 0 O L•ri W W m^ U � Ln II N01'36'48"E 2000.00 °o m LL' - ! o� J ( z , �-� __ _ �iZ \'-!`� \ O O \ JO JD O m II U U U ON Z N 0�.-.--. 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GOODFELLOW BROTHERS MICA7FS THAT THE DATA PROVIDED TO CORE DESIGN ACCURA TFL Y REPRESENTS FIELD CONDI77ONS ON THE DA7F OF THEIR SURVEY. CORE DESIGN HAS REVIENED THE INFORMATION PROVDED FOR GENERAL CONFORMANCE N417/ THE DESIGN CONCEPT, AND TO THE BEST OF OUR KNOb12EDGE THE INFORMA77ON /S IN ACCORDANCE WITH THE OBSERVED FIELD COND177ONS. UNDERGROUND LOCATOR SERVICE CALL BEFOREq YOU DIG. 1 1 CONSTRUCTION RECORD DRAWINGS NO. REVISION M w C7i > J m LLJ W IY N Li_l O IY O Lr) < ¢ O N W O (n Z �i Z > O OU m O fn U LL_ m L11 II p%• U (n W ¢ O O O_ N z ¢} ¢mQ w W¢ WO J (n Z M U p O_ J Z x¢ 00 w o za ~ Nwjo H O N Z H > m Om g 1� O O r w o p ¢ W In k 2 W W w � 3 W (n (n W' > > a O_ co 00 SCALE: 1 " = 50' 0 25 50 100 MEM 2/13/24 HHH LENN R SPRAGUE P.L.S DESIGNED: HOLLI HEA VRIN DRAWN: MARY MOORE ONE INCH CHECKED: AT FULL SCALE HOLLI HEA VRIN IF NOT ONE INCH BY DATE APPR APPROVED: SCALE ACCORDINGLY HOLLI H. HEA VRIN P.E. VERTICAL: NAVD 19W HORIZONTAL• HAD 1983/1991 DATU M CL LL r Y 0 N Ld O_ W Y Z W W o CD fN d L�J U m . ¢ / . CO W Z (n w C) �iJ U O J Y w w of 2/13/24 DR) Adoftk CITY OF RENTON vassiv I z o..,. LiJ 3 U O O_ J M L` x M 0 ~o CO (n J W Z W O_ W O_' D (D O II y n LL Of S w M Ln LLl w a °O�zin o/ \ M 0-0II W W / =wo_a W z �o K o N44'47'55"W 32.39 fs l I p 0, v J 2LOnM J J CD O O O W ~ CO L!i w 0 ao W W z z :m in`n O 00 x II U) JC�UC� w I a a a (n-_ (n x 00 m 00 00 M 00 O 0 O n n :2 J Li-1 W w Cn�N� _ z Of U a > 0 0000 W N N tD c10L�� ~ II CIVIL ENGINEERING N � ��� M (3i N N Z LE LANDSCAPE ARCHITECTURE co a = w CL a a PLANNING U U U pm O O O DESIGN SURVEYING (n O M M 12100 NE 195th St, Suite 300 Bothell, Washington 98011 425.885.7877 R-417904 IN COMPLIANCE WITH CITY OF RENTON STANDARDS CANOPY 4196 L/NCOLNAVE NE, RENTON, WA 98056 PAGE 2113124 Planning/Building/Public Works Dept. C1.11 BOUNDARY/TOPOGRAPHIC SURVEY SHEET: 4 OF: 107 CONSTRUCT/ON RECORD DRAW/IVGS M O Q) v 9 O O O Q N v Flirt n iuirruv i rirvrv0cu FIRE HYDRANT LEGEND RIGHT OF WA Y LINE PROPERTY LINE SETBACK LINE 0 0 o LOT LINE OOOOOOO ROCKERY RETAINING WALL REDI—ROCK RETAINING WALL C EX TREES TO 8E SA VED 1 CONSTRUCTION RECORD DRAWINGS MEM 12/13 //IV/LfI// L11 VL (TYP) THE ASBUIL T /NFORMA TION DEPICTED ON THESE PLANS 15 BASED UPON FIELD SURVEY INFORMATION PROVIDED 8Y CORE DESIGN AND SUPPLEMENTED 8Y SITE CONTRACTOR, GOOOFELLOW BROTHERS, ON ✓ANUARY 29TH, 2024. GOOOFELLOW BROTHERS INDICATES THAT THE DATA PROVIDED TO CORE DESIGN ACCURA TEL Y REPRESENTS FIELD CONDITIONS ON THE DATE OF THE/R SURVf-Y. CORE DESIGN HAS REV/EWED THE INFORMATION PROVIDED FOR GENERAL CONFORMANCE W/TH THE DESIGN CONCEPT, AND TO THE BEST OF OUR KNOWLEDGE THE INFORMATION /S /N ACCORDANCE W/TH THE OBSERVED FIELD CONDITIONS. HHH 17TIVTjojo- SGALE: SPRAGUE P. L.S. DESIGNED: HOLL/ HEA VR/N DRAWN: MARY MOORE CHECKED: HOLL/ HEA VR/N APPROVED: HOLL/ H. HEA VR/N P. E. ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY SCALE: 1" 5 0' 0 25 50 100 UNDERGROUND LOCATOR SERVICE CALL BEFORE YOU DIG! 811 2/13/24 PROPERTY LINE (TYP) 15' STRUCTURE SETBACK FROM SENS/T/l/E AREA. SEE WETLAND M/T/GAT/ON PLAN. CIVIL ENGINEERING LANDSCAPE ARCHITECTURE PLANNING SURVEYING 12100 NE 195th St, Suite 300 Bothell, Washington 98011 425.885.7877 R-417905 IN COMPLIANCE WITH CITY OF RENTON STANDARDS HORIZONTAL- N D 1983/1991 CITY OF CANOPY r 211JI24 ffAbs 4196LINCOLNAVE NE, RENTON, WA98056 FIELDBOOK: RENTON PAGE: DATUM DRAWING NO: Planning/Building/Public Works Dept. C1,20 OVERALL SITE PLAN SHEET: 5 OF, 107 CONSTRUCT/ON RECORD DRA WINGS 1 O Q SEE SHEET C1.22 9 O v N d 13408.92, I3.50' L T / 15 16 13f01.25, / 10 11 12 14 26.50' L T / / 13 / 9 R=242 50 ° L=112.39 I � col / °• � -- —-- -- • •• •, ', 32f00 ALLE Y 1 » • ° a a -I ___� — �— _ N013910E_124.91 33f00 I� °= r u � TR. `( ° // i _-- I I iPR/I/ATE�--------- -----� ° Y I d (OP. SP.) \ o.° \ / / ■ ° I PROPOSED PRIVATE °:. '� ' i / r / l — I ° ° A I I I PROPERTY STORM EASEMENT (TIP) i — I 33f 41.74, 0.00 L T LINE (TYP) I ice/ 3�0 0 //j\ �� 3 I END ROAD I \ , 9 W ; , • 4 FL5 6 2 PROPOSED \ / �Zq°/�� i CITY OF RENTON I 000-WA TER EASEMENT I (TYP) I \ �1 PROPOSED PRIVATE \ STORM EASEMENT (TYP) \ \ Iff, wof TRACT G I PROPERTY I (NGPA) \ �` 5� J � . �R=157.50 J LINE (TYP) /� �" I \I TR. J 2- 2633'12" — ----� / \ \ � J���� L=14.82 I 16 WIDE DR/VEWA Y PER C. O.R. ° . • I ° xoo sT0 DTL 104\ TYPE RIB \ VA UL T ACCESS RD ° , » ,-:4 71+00 — + -- -- N013910 E L,45.�4 _ �PR/�ATE� _ s�z5— — — — 71f98.49, 0.00' ENO ROAD / ' _ — — 12f04.81, ROAD A = \ �Q \ / „W �27 i \�/ PROPOSED 15 11�DE �� s �.oG-9 \ / / 25°/ I - j iC , , CCUD SEWER EASEMENT 30f 00.00, ALLEY 1 \ \ 9 Q / 70*88,50, VA UL T ACCESS ROAD PROPOSED MONUMENT?o / —�� D �o �+ 80f00.00, VAULT ACCESS A — — — _ _ _ ROW (Typ) \ \ L=8.80 ° : .a �, /� C7 TRACT D — DEDICATION _ \ ,7 p N470039 W / 26.50 Z (ACCESS) �5. 10' PUBLIC UALITY ° TRACT H /' -�3� L^ , 9! EASEMENT (TYP) \ 20 WIDE (STORM/ OPEN SPACE) / / °�� ° ° - \ � DRIVEWAY PER ° • ° . ' ,.p° ' C.O.R. SHED ROAD A = STD DTL 104.3, / jjjj/ °' ° pROX 121f45.32, NORTH VAUL T ACCESS ROAD \ �6� ko\��� TYPE RIB / _ [ION) 11 f07.37, ROAD A = \ \ / / ROW CENTERLINE , 70f00.00, VAUL T ACCESS ROAD 15' W/DE DRIVEWAY •�� 80f51.34, 0.00 / _ — — r- — — — — J TRACT A PER C. O.R. • • �k ` �\ END ROAD / / I (STORM/OPEN SPACE) STD DTL 104.3, / I TYPE RIB \ � • � / .. p= 47 ° 59147 — —{— 2 p0 �, \ // �. p 9 16 / GARAGE - N01;38:30»E 80.23 (PR/VA T) / ,�� \� R%15 )CA TioN) OR H V/AUL TACCESS ROAD i �6� �'36" a31'0 " R=32.50 / A=4839'06" N0178'30'E ' - LINCOLNAV/ENE 289.09 98f00 (PUBLIC) '--- — — N0136 43 E 173.73 99t00 +2f00— WI I 93f00 L - W F `(EYMAP z L/NCOLN 4 tlE NE ���Sf 80 95f14.v1, L11VL.VLIV HVC 1VC (ITUYY (L:1V1C1TL11VC,1 L.11y ;ULNAVENE O I� 89f7. 059, LINCOLN AVEE N(CONSTRUCTION CENTERLINE) L=1 .59 L=87.3 1 1 v ,s N35 4150 "W 96 .'e°: 4':: '. •t. 95+0 10f 00. 62, ROAD A = N852811 E L, 9 5.87 3322 100f 00.00, LINCOLN A VE NE / L=22 77 00 00+DO R=190.94 — 0 94+0 A=2846'04" 1 1 CONSTRUCTION RECORD DRAWINGS NO. REVISION 91f00 / NE- I I ROW CONSTRUCTION DEDICA 110N CENTERLINE SCALE: 1" = 20' 0 10 20 40 MEM 2/13/241 HHH LENN R SPRAGUE P.L.S DESIGNED: HOLLI HEA VRIN DRAWN: MARY MOORS ONE INCH CHECKED: AT FULL SCALE HOLLI HEA VRIN IF NOT ONE INCH BY DATE APPR APPROVED: SCALE ACCORDINGLY HOLLI H. HEAVRIN P.E. PROPERTY LINE (TYP) ASBU/LT NOTE I THE ASBUIL T INFORMATION DEPICTED ON THESE PLANS IS BASED UPON FIELD SURVEY INFORMATION PROVIDED BY CORE DESIGN AND SUPPLEMENTED BY SITE CONTRACTOR, GOODFELLOW BROTHERS, ON ✓ANUARY 29TH, 2024. GOOOFELL0W BROTHERS INDICATES THAT THE DATA PRO WffV TO CORE DESIGN ACCURATEL Y REPRESENTS FIELD CONDITIONS ON THE DATE OF THEIR SURVEY. CORE DESIGN HAS REVIEWED THE INFORMATION PROVIDED FOR GENERAL CONFORMANCE WITH THE DESIGN CONCEPT, AND TO THE BEST OF OUR KNOWLEDGE THE INFORMATION IS IN ACCORDANCE WITH THE OBSERVED FIELD CONDITIONS. UNDERGROUND LOCATOR SERVICE CALL BEFORE YOU DIG. 811 VERTICAL.• NAVE) 1988 HORIZONTAL' HAD 1983/1991 DATUM CI TY OF- RENTON Planning/Building/Public Works Dept. �pK INS h, o wAsyfF CIVIL ENGINEERING o, z LANDSCAPE ARCHITECTURE Z' PLANNING 99 DESIGN SURVEYING ISTER IONAL 12100 NE 195th St, Suite 300 Bothell, Washington 98011 425.885.7877 2/13/24 R-417906 IN COMPLIANCE WITH CITY OF RENTON STANDARDS CANOPY 4196 L/NCOLNAVENE, RENTON, WA 98056 HORIZONTAL CONTROL PLAN �I. ra. Q) Z DATE: R 2113124 V FIELDBOOK: PAGE DRAWING NO: C1.21 SHEET: OF: 6 107 CONSTRUCT/ON RECORD DRA WINGS O Q 0 z v N v 3 00 IN Nmp-.00 F PROPERTY LINE (TYP) -iQ4zr!T!1 `(EYMAP L/iVCOLN AIiE NE TRACT C (OPEN SPACE) PROPOSED CCUD WATER EASEMENT (TT) O o / v / / 1 �0 °�W �2' 36 NJ9.3105 SEE SHEET C1.21 I ASBU/L T NOTE I THE ASBUIL T INFORMATION DEPICTED ON THESE PLANS IS BASED UPON FIELD SURVEY INFORMATION PROVIDED BY CORE DESIGN AND SUPPLEMENTED BY S/TE CONTRACTOR, GOODFELLOW BROTHERS, ON IANUARY 29TH, 2024. GOODFELLOW BROTHERS INDICATES THAT THE DATA PROVIDED TO CORE DESIGN ACCURA7FL Y REPRESENTS FIELD CONDITIONS ON THE DATE OF THEIR SURVEY. CORE DESIGN HAS REKEHED THE INFORMATION PROVIDED FOR GENERAL CONFORMANCE WITH THE DESIGN CONCEPT, AND TO THE BEST OF OUR KNOWLEDGE THE INFORMATION /S IN ACCORDANCE WITH THE OBSERVED FIELD CONDITIONS. 1 CONSTRUCTION RECORD DRAWINGS MEM 2/13/24 HHH SURVEYED: LENN R. SPRAGUE P. L. DESIGNED: HOLLI HEA VRIN DRAWN: MARY MOORE CHECKED: HOLLI HEA VRIN NO. REVISION BY DATE APPR APPROVED: HOLLI H. HEA VRIN P.E. SCALE: 1" = 20' 0 10 20 40 UNDERGROUND LOCATOR SERVICE CALL BEFORE YOU DIG. 811 2/13/24 PROPOSED 15' CCUD WATER ESMT (TT) /UT✓.✓V, nVnu n — 40f00.00, ALLEY 2 �� TRACTF (OPEN SPACE) _A1LL�Y-3 N v W Qj z LQ Vj /✓ ►'Y/UL rVDL/li DRAINAGE EASEMENT CIVIL ENGINEERING LANDSCAPE ARCHITECTURE 'Con PLANNING `,,111111zm� DESIGN SURVEYING 12100 NE 195th St, Suite 300 Bothell, Washington 98011 425.885.7877 R-417907 IN COMPLIANCE WITH CITY OF RENTON STANDARDS SCALE: UAIe HORIZONTAL- NAD 1983/1991 ' CITY OF CANOPY 2113124 4196L/NCOLNAVE NE, RENTON, WA 98056 FIELDBOOK: RENTON PAGE: ONE INCH DATUM • DRAWING NO: AT FULL SCALE Planning/Building/Public Works Dept. C1.22 IF NOi ONE INCH SCALE ACCORDINGLY HORIZONTAL CONTROL PLAN [SHEET: OF: 7 107 CONSTRUCT/ON RECORD DRA WINGS I I I I I I I \ PROPOSED 15'CCUD \ WATER ESMT (TYP) \ O Q O Z Q ------------------------- II II I I I TRACT C (OPEN SPACE) I I srf r 37 34 I 33 36 35 PROPOSED PRIVATE STORM DRAIN EASEMENT 16' W/DE OR/1/EWAY a ° (Typ) PER C.O.R. STD DTL 104.3, v a o p. , • TYPE RIB (TYP)7 . r- -- -- a --� --- -- :p -� ---- ---- v I' a Q. a v ° . C• p O N a = N � 1 19+00 20f00 ROADA N01.3910 E 441. 60 21- 00 — ° 64 PROPOSED MONUMENT —I -- _ — — — 22 l 1.��1 R,150•�20" (TYP) (PUBLIC)44 N O p�3, 90.95 Efi •p / 7 / / 18f51.36, ROAD A = 40f00.00, ALLEY 2 17 18 Ir 19 I TRACT F PROPOSED PRIVATE (OPEN SPACE) STORM DRAIN EASEMENT (TYP) �1=01ium —�—------------� I I I I I q32 31Ll 30 I I v I — -- •—ate^--__ _____av_ / P b. i°icewz �— — 23 {-0 — — — — — — — — — — — — — — — — — — — — — — — — — — — — - - - - - - - - - - - - - - - - - - - - N \ LL �1 i I I I 1 I 20 I 21 22 23 24 25 26 I I 27 28 29 I II II I I s_—•— v I 7 -_ (PRIVATE) 61foo — — — ---- — --- ---- --- F v 62*00 — — — — •v ., .• p • v • . V I oo = N0139'10'E 528.06 64f00 - ------------ - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - ---------------- - - - - - - TRACTG------- (NGPA) — — — — — — — — — — — — — — — — — — — — — — — I— — v PROPOSED 15' WIDE CCUD SEWER EASEMENT PROPERTY e (TYP) LINE (TYP) � II `(EYMAP z L/NCOLN AIiE NE 1 1 CONSTRUCTION RECORD DRAWINGS SEE SHEET C1.24 ASBUIL T NOTE THE ASBU/L T /NFORMA T/ON DEPICTED ON THESE PLANS /S BASED UPON FIELD SURVEY INFORMAT/ON PROVIDED BY CORE DESIGN AND SUPPLEMENTED BY S/TE CONTRACTOR, GOOOFELLOW BROTHERS, ON ✓ANUARY 29TH, 2024. GOOOFELLOW BROTHERS /ND/CA TES THAT THE DATA PROVIDED TO CORE DESIGN ACCURA TEL Y REPRESENTS FIELD COND/T/ONS ON THE DATE OF THE/R SURVf-Y. CORE DESIGN HAS REVIEWED THE /NFORMAT/ON PROVIDED FOR GENERAL CONFORMANCE WITH THE DESIGN CONCEPT, AND TO THE BEST OF OUR KNOWLEDGE THE /NFORMAT/ON /S /N ACCORDANCE W/TH THE OBSERVED FIELD CONDITIONS. M E M 2/ 1 3/24 H H H SURvEYED: SCALE: LENN R. SPRAGUE P. L.5 DESIGNED: ROLL/ HEA VR/N DRAWN: MARY MOORf- ONE INCH CHECKEDFULL S HOLL/ HEAY/1/N IF NOT ONECNCH BY DATE APPR APPROVED: SCALE ACCORDINGLY ROLL/ H. HEA VR/N P. f SCALE: 1" = 20' 0 10 20 40 UNDERGROUND LOCATOR SERVICE CALL BEFORE YOU DIG. 811 VERTICAL• NAVD 1988 HORIZONTAL- NAD 1983/1991 DATUM CITY OF ,R RENTON Iftow Planning/Building/Public Works Dept. 10' PUBLIC UTILITY EASEMENT (TYP) PROPERTY LINE (TYP) 23f64.61, ROAD A = 3f02.57, NE 40TH ST �--66f00.05, ALLEY 3 = 1 f 95. 57, NE 40TH ST �pK INS h, o wAsyfF CIVIL ENGINEERING o, z LANDSCAPE ARCHITECTURE ZPLANNING 99 �.� DESIGN SURVEYING ISTER � 1pNAL 12100 NE 195th St, Suite 300 Bothell, Washington 98011 425.885.7877 2/13/24 R-417908 IN COMPLIANCE WITH CITY OF RENTON STANDARDS CANOPY 4196 LINCOLN AVE NE, RENTON, WA 98056 HORIZONTAL CONTROL PLAN PC O DAZE: �T 211JI24 V FIELDBOOK: PAGE: DRAWING NO: C1.23 SHEET: OF: 8 107 CONSTRUCT/ON RECORD DRA WINGS M O O O d) H 1 O Z Q CONSTRUCT/ON RECORD DRA WINGS SEE SHEET C1.32 ' O i 13. L T 13f 01.25, Q26.50' L T a W 25' ' 0 I 17 I �X CEMENT CONCRETE CURB I °v ' PER C.O.R. STD PLAN 101 SEE SHEET C4.36 (TYP) 0 CEMENT CONCRETE SIDEWALK PER C. O.R. STD PLAN 102 QSEE SHEET C4.36 (TYP) I I o � O a b OFFS/TE TREE (TYP) \ v CL PROPERTY \ LINE (TYP) EX SHED (APPROX o 0CA [ION) 26'f EX GARAGE (APPROX 10 CA TION) \ ' 92f 02.51, 16.00' L T I 91*90.31, 14.22' LT � I _ \ 98+00 92f 00 W Qo I - W� W 1 \ 10 \ 9 I 2, 938E SF \ \ 2, 884E SF — n 2,5611 SF SEE ALLEY 1 SECTION, SHEET C3.31 I� 13 2,5611 SF 14 II2, 686E SF I II II TR. if �+ 2, 956E SF \ \ I I a F 'a. V \ °' V v 6 .q I •ate, V.'. •.4• vA ❑ 3,175 fSF 2,629E SF \ \ 34 29 35, 0 35' 26' 12*44.80, 13.00' RT 34 _ ALLEY-1 aQ 12+35.23, 10.70 RT 33 0 12f20.47, 7.00' RT : a 12f 04.81, ROAD A = •. O — - 30f00.00, ALLEY 1 . 1 4 35 a < 35' 51' — I 12f 04.68, 7.00' RT 2$' 00 � � I DRIVEW,4 Y PER C.O.R. 31+-- / 3 I 4 STD. DTL. 104.3, \ \ 2, 668E SF 2,275E SF 5 TYPE RIB (TYP) 2 2, 275E7 T SF 6 2, 716E SF \ I 3, 203E SF � I ►I 2,429E SF \ I \ 11f89.43, 7.00' RT \ 6, / 11 f 78.71, 10.08' RT INSTALL 2 MAX/FORCE'S COLLAPSIBLE STANDARD STYLE SEE VAUL T ACCESS 6''' 11 f 68.44, 13.00' R ROAD SECTION, 'd PROPOSED 10' WRENCH OPERATED BOLLARDS I UTILITY ESMT (TYP) (MODEL 1MCSW-SS3-EZ) AL SHEET C4.35 — I PROPOSED BSBL (TYP) , ° ° \ . v 4 35 , 35 v 36' �/ a 6i , •\ , TR. J , 5 ° a ° , .50 2,246 fsF VAUL T ACCESS RD R,2p, lb 12 71+00— �� 11 f 43. �-7,13. 00 RT 71 * 98. 49, 0.00 / 11 f33. 64,-,10. 04 T ° �Di — - 6�' END ROAD / EX TREE ' ° / �C� 2 �► TO BE SAI/ED (TYP) o . , / 70f88.50, VAULT ACCESS ROAD = PROPOSED 80+00.00, VAULT ACCESS A I STREET LIGHT ao, ° : wort / / 44' �,25 , (TYP) PROPOSED h 11 f24. 64, ° � 1$ 11 * 07.37, 7. 00' RT N TRA CT D (A CCESS) (STORMRj OPEN SPACE) ' 7. 06' RT 11 f 0k 3, ROAD A = 10, 395 fSF / / 2 g14" 10 UTILITY ESMT � 4, 754 fSF (T) ��, a ' 11+09.03, 121+45. 2, NC%4TH VAUL T ACCES ROAD 1300 L T 11 f 07 4'OAD A = -4 SEE VAUL T ACCESS 7 ;,AUL T ACCESS ROA 20' ROAD A SECTION, SECT/ON, SHEET CAJ5 TR91 CT A SHEET C3. 31 �\ � a Xo 10f 95. 33, 20' a (STORM/iPEN SPACE) 7. 00' RT 2 FIXED BOLLARS AND • �`' a /P 8Of51.34, 0.00' b 15,.389 fSF 2 REMOVABLE WOODEN BOLLARDS —10f87.13, 9.49 RT END ROAD a (LOCATED IN THE MIDDLE) - 10f75.91, 1300' RT PER C.O.R. STD SOTL H021 SHEET C342 - 10f69.29, 13.00' RT 8' v, 15 3, 604E SF I s , A. o -- d -- --r - --33f41.73, 0.00' END ROAD � II 16 4, 062E SF 15' STRUCTURE SETBACK FROM SENSITIVE AREA. SEE WETLAND MITIGATION PLAN. PROPERTY LINE (TYP) ► 5' W/DE CONCRETE WALKWAY PER SECTION SHOWN ON SHEET I I C3 31 (TYP) 15, o SETBACK I I 15' STRUCTURE SETBACK FROM SENSI77Vf- AREA. I SEE WETLAND MITIGATION PLAN. STAIRS SHALL BE CONSTRUCTED PER THE J CURRENT INTERNATIONAL BUILDING CODE. / SEPARATE BUILDING PERMIT REQUIRED. n / O / 0 TRACT 6 '�• l •' (NGPA) ' \ 25,517 fSF •'\ 1000, IF" '\ '� _.._.._.. ROW .._.._ DEDICATION _ 72' •—10158.07, 9.49' RT k�,-10f49.87, 7.00' RT — 12 \ a ��10145.12, 7.00' RT ° 0 96+v NORTH VAULTACCESS ROAD I—6`5'36" N 31<Q SEE NORTH VAUL T ACCESS °.=1.59 �� �_ 22 / 'a o ROAD SECT/ON, SHEET C4.35 7 10 8' `. PROPOSED STREETa I 121 ' LIGHT (TYP) v h 'I" 00 SEE LINCOLN A Vf NE SHEET C3.31 `(EYMAP L/NCOLN AtlE NE 10f 00.62, ROAD A = / 99f00 100*00.00, LINCOLN AVE NEo 100+00 _ LEGEND � — RIGHT OF WA Y LINE PROPERTY LINE ---------- SETBACK LINE LOT LINE OBOBOBO ROCKERY RETAINING WALL REDI-ROCK RETAINING WALL O 0 EX TREES TO BE SA VED 96f00 90f00 — �— —�x N LINCOLNA VE NE — w 1 1 CONSTRUCTION RECORD DRAWINGS CS •► SCALE: 1" = 20' 0 10 20 40 m 91f00 Q W WV I rW M E M 2/ 13/24 H H H SURVEYED: SCALE: LENN R. SPRAGUE P.L.S. DESIGNED: ROLL/ HEA VR/N DRAWN: MARY MOOR�pE ONE INCH CHECKEDHOLL/ HEA VRIN IFAT FULL S NOT ONEC NCH BY DATE APPR APPROVED: SCALE ACCORDINGLY ROLL/ H. HEA VR/N P. E. ROW DED/CA T/ON 4,296 fSF 194' PROPERTY LINE (TYP) ASBU/LT NOTE � THE ASBUIL T INFORMA 17ON DEPICTED ON THESE PLANS /S BASED UPON FIELD SURVf-Y INFORMATION PRO VDED BY CORE DESIGN AND SUPPLEMENTED BY SITE CONTRACTOR, GOODFELLOW BROTHERS, ON JANUARY 297H, 2024. GOODFELLOW BROTHERS INDICATES THAT THE DATA PROVIDED TO CORE DESIGN ACCURATEL Y REPRESENTS FIELD CONDITIONS ON THE DATE OF THEIR SURVEY. CORE DESIGN HAS REVIEWED THE INFORMATION PROVIDED FOR GENERAL CONFORMANCE WITH THE DESIGN CONCEPT, AND TO THE BEST OF OUR KNOWLEDGE THE /NFORMA 17ON /S /N ACCORDANCE WITH THE OBSERVED FIELD CONDITIONS. UNDERGROUND LOCATOR SERVICE CALL BEFORE YOU DIG. VERTICAL: NAVD 1988 CITY 0 F HORIZONTAL-NAD 1983/183/1991 %R RENTON DATUM Planning/Building/Public Works Dept. /GHT-OF_y'gY M'J I v W W TW M r\^ O v, O W� rW^X-1 Qk 2/13/24 R-417 910 IN COMPLIANCE WITH CITY OF RENTON STANDARDS CANOPY 4196 LINCOLN AVE NE, RENTON, WA 98056 SITE PLAN O DATE: 211JI24 Q FIELDBOOK: PAGE: DRAWING NO: C1.31 SHEET: OF: 10 107 CONSTRUCT/ON RECORD DRA WINGS I I I O O ° W � � ° I J � \ 1 O \ Z \ v \ TRACT C \ o (OPEN SPACE) \ \ 125,222 15F \ \ » \ �\ 2,4 WETLAND n C \ \ 1 ° \ J � 44f 14.97, 0.00 5' M END ROAD _4 4 AV 'a • a ' II .a -73 ul �O 0 \ o m a � o �.n m O I r / 48 3,193E SF / 30 O `(EYMAP z L/NCOLN AIiE NE 1 4+Y / i ASBU/LT NOTE THE ASBUIL T INFORMA TION DEPICTED ON THESE PLANS IS BASED UPON FIELD SURVEY INFORMA 110N PROVIDED BY CORE DESIGN AND SUPPLEMENTED BY SITE CONTRACTOR, GOODFELLOW BROTHERS, ON ✓ANUARY 29TH, 2024. GOODFELLOW BROTHERS INDICATES THAT THE DATA PROVIDED TO CORE DESIGN ACCURATEL Y REPRESENTS FIELD CONDITIONS ON THE DA7F OF THEIR SURVEY. CORE DESIGN HAS REVIEWED THE INFORMATION PROVIDED FOR GENERAL CONFORMANCE WTH THE DESIGN CONCEPT, AND TO THE BEST OF OUR KNOWLEDGE THE INFORMA TION IS IN ACCORDANCE IWTH THE OBSERVED FIELD CONDITIONS. 1 SEE SHEET C1.31 LEGEND RIGHT OF WA Y LINE PROPERTY LINE ° ° EX TREES TO BE SA VED - — — — — — — — — - SETBACK LINE LOT LINE OBOBOBO ROCKERY RETAINING WALL REDI-ROCK RETAINING WALL CONSTRUCTION RECORD DRAWINGS MEM 2/13/24 HHH vc URVEYED: ENNR. SPRAGUE P. L. ESIGNED: HOLLI HEA VRIN DRAWN: MARY MOORE ONE INCH CHECKED: AT FULL SCALE HOLLI HEA VRIN IF NOT ONE INCH REVISION BY DATE AP P R APPROVED: SCALE ACCORDINGLY HOLLI H. HEAVRIN P.E. SCALE: 1" = 20' 0 10 20 40 UNDERGROUND LOCATOR SERVICE CALL BEFORE YOU DIG! 811 II 2/13/24 187LJ6. 7. 00' 1 RAISED PEDESTRIAN CROSSING. SEE SECAON, SHEET CJ J5 TRACT F - (OPEN SPACE) -'- -4,3 -SF 61, ALLEY3 M v W z W R-417911 IN COMPLIANCE WITH CITY OF RENTON STANDARDS HORIZONTAL- NAD 1983/1991 ' CITY OF CANOPY ,. 211.3124 4196 L INCOL N A VE NE, RENTON, WA 98056 FIELDBOOK: RENTON PAGE: DATUM • DRAWING NO: Planning/Building/Public Works Dept. U.32 SITE PLAN SHEET: 11 OF: 107 CO/VSTRVCT/ON RECORD DRA WINGS M O O O v 0 z Q M v DRIVEWA Y PER C. O.R. STD. DTL. 104.3, TYPE RIB. (TYP) CROSSING. SEE SECTION, SHEET C3 35 TRACT F (OPEN SPACE) SEE EXAMPLE PRO1/IDED BY CITY, SHEET C3.42 (TYP) \ _ - 00 - ALLFY_7 EX TREE TO BE SA VED (TYP) U ASBU/L T NOTE I THE ASBU/L T /NFORMA T/ON DEPICTED ON THESE PLANS /S BASED UPON FIELD SURVEY INFORMATION PROVIDED BY CORE DESIGN AND SUPPLEMENTED BY S/TE CONTRACTOR, GOOOFELLOW BROTHERS, ON ✓ANUARY 29TH, 2024. GOODFELLOW BROTHERS /ND/CATES THAT THE DATA PRO WDED TO CORE DESIGN ACCURATEL Y REPRESENTS FIELD CONDITIONS ON THE DATE OF THEIR SURI/EY. CORE DESIGN HAS REWEWED THE /NFORMAT/ON PRO WDED FOR GENERAL CONFORMANCE W/TH THE DESIGN CONCEPT, AND TO THE BEST OF OUR KNOWLEDGE THE INFORMATION /S /N ACCORDANCE WITH THE OBSERVED FIELD CONDITIONS. SEE SHEET C1.34 LEGEND RIGHT OF WA Y LINE PROPERTY LINE ° ° EX TREES TO BE SA l/ED SETBACK LINE LOT L/NE OBOBOBO ROCKERY RETAINING WALL REDI—ROCK RETAINING WALL 1 CONSTRUCTION RECORD DRAWINGS MEM 2/13/24 HHH SURVEYED: SCALE: LENN R. SPRAGUE P. L. S. DESIGNED: HOLL/ HEA VR/N DRAWN: MARY MOORE ONE INCH CHECKED: AT FULL SCALE HOLL/ HEA VR/N IF NOT ONE INCH NO. REVISION BY DATE AP P R APPROVED: HEA l/R/N P. SCALE ACCORDINGLY ROLL/ H. . SCALE: 1" = 20' 0 10 20 40 UNDERGROUND LOCATOR SERVICE CALL BEFORE YOU DIG. 811 VERnCAL: NAVD 1988 HORIZONTAL- NAD 1983/1991 DATUM .'tY n,CITY OF RENTON9. �FNTON 2/13/24 23f 64.61, ROAD A = 3f 02.57, NE 40TH ST �L6ff00.00, ALLEY 3 = 1 95.52, NE 40TH ST `.1f95.52, 13.00' LT -1 f75. 98, 25 OO' L T SEE NE 40TH ST SECTION, SHEET C3.31 R-417912 IN COMPLIANCE WITH CITY OF RENTON STANDARDS CANOPY 4196 LINCOLN AVE NE, RENTON, WA 98056 PAGE: 211JI24 Planning/Building/Public Works Dept. C1,33 SITE PLAN SHEET: 12 OF: 107 CONSTRUCT/ON RECORD DRA WINGS Nc z O Q SEE SHEET C1.33 9 0 z Q M v W W h O `(EYMAP AIiE NE N ASBU/LT NOTE I THE ASBU/L T /NFORMA T/ON DEPICTED ON THESE PLANS /S BASED UPON FIELD SURVEY INFORMATION PROVIDED BY CORE DES/GN AND SUPPLEMENTED BY S/TE CONTRACTOR, GOODFELLOW BROTHERS, ON ✓ANUARY 29171, 2024. GOODFELLOW BROTHERS INDICATES THAT THE DATA PROVIDED TO CORE DESIGN ACCURATEL Y REPRESENTS FIELD CONDITIONS ON THE DATE OF THEIR SURVf-Y. CORE DES/GN HAS REVIEWED THE /NFORMAT/ON PROVIDED FOR GENERAL CONFORMANCE W/TH THE DESIGN CONCEPT, AND TO THE BEST OF OUR KNOWLEDGE THE /NFORMA T/ON /S /N ACCORDANCE WITH THE OBSERVED FIELD CONDITIONS. I � LEGEND RIGHT OF WA Y LINE PROPERTY LINE ° ° EX TREES TO BE SA l/ED SETBACK LINE LOT L/NE O�O�O�O ROCKERY RETAINING WALL REDI—ROCK RETAINING WALL 1 CONSTRUCTION RECORD DRAWINGS MEM 2/13/24 HHH suRVEYED: SCALE: LENN R. SPRAGUE P. L. S. DESIGNED: HOLL/ HEA VR/N DRAWN: MARY MOOR�pE ONE INCH CHECKED: HOLL/ HEA VRIN IF NOT ONEC NCH NO. REVISION BY DATE AP P R APPROVED: SCALE ACCORDINGLY HOLL/ H. HEA VR/N P. E. SCALE: 1" = 20' 0 10 20 40 UNDERGROUND LOCATOR SERVICE CALL BEFORE YOU DIG. 811 VERnCAL• NAVD 1988 HORIZONTAL- NAD 1983/1991 DATUM ;,� CITY OF RENTON Iftow 99 IS ERF�� 2/13/24 R-417913 IN COMPLIANCE WITH CITY OF RENTON STANDARDS CANOPY 4196 LINCOLN AVE NE, RENTON, WA 98056 PAGE: 211JI24 Planning/Building/Public Works Dept. C1.34 SITE PLAN SHEET: 13 OF: 107 CONSTRUCT/ON RECORD DRA WINGS 1 1, 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 0 O O Z Q O M v PAD 115. PAD 113.5 - 110/^--- 10, --110 2.5 TOP.• 102.8_ / / / / / / _ - \ PAD 111.2 \ \ \ \ 9 \ \ - 10 ° 109.99 L , 7 15' STRUCTURE SETBACK TOE' 102.3 / / / `/ / / � W •O• � ,100 v • / / PAD 108.1 41, / I CONCRETE SIDEWALK I / j / / / / /gp� / -I TR. `( PER C.O.R. STD PLAN 201 (TYP). / 1 (OR SP.) 7- \ SEE SHEET C3.4>. _ I� • • $ / 94 � / CONCRETE VERTICAL CURB & Wo FROM SENSITIVE AREA. \ \ \ \ �;a ' v AREA."PAD 1075 107.50� � , SEE WETLAND MITIGATION ' W \ \ _PAD 100.1 PAD 102.5 b ! - / a a _ - PLAN. \ a PAD 97.9 ` ^ ° - a / � PAD 104.E - / --PAD � � - \ ° \ I \ ,� p . , . , vA / v ; 6 MAX HEIGHT FILL ROCKERY WALL �o 01 \ PAD 95 7 � �� v IN/TH FALL PROTECT/ON. -SEE DETAIL BY OTHERS, SHEET / \ PAD 935 �- \ \ \ 32+00 \ •��Lfi'1 / / o�� a a C332 JJJILOO o `. \ ✓ \ °° / / TOP.• 107.0 PAD 91.2�� \ \ - �• ' - - _ - - -100- ca- TOE._1025 4.5 \ / e °•v 101.97/ / 0 98 \ 00\\ - \ -PAD \ \/PA/D 1033 10054..20\� 8.PAD 100.6 - TOP.1 PAD 105.E _ - T___15-1 PAD 94.9 .s \ / 15 TOP103710 .06 / / STRUCTURE SETBACK = FROM SENS/T114E AREA. o SEE WETLAND U177rdTION PROPERTY GUTTER PER C.O.R. STD PLAN / / / / \ - - \ \ / \ \ ( - - - - 100 , / / PLAN. �� \ 101 (TYP). SEE SHEET C3.41. - _ / 1 / / s1 / - \ PAD 91.8 \ ~ \ g W. 5� \ o� LINE (TYP) / \ \ \ \ \ - - 9/ �9 EX GROUND ✓/ \� _ �-`'__ / / �° CONTOUR TYP - \ I / - - - \ - ✓ \ - - PAD 91.3 STA/RSSW/TH HAND D (TYP) o \ \ g8 \ / PAD 86.2 - -PAD 88. 6 go 93.6 / / RA/LING PER C.O.R. STD go ° - --1 \ 86 \ PAD 82.9 - - _ - , �\ `- - - - PROPOSED FINISH / / / 89 50 I DTLS H023 & H024, SEE \ \ \ PROPERTY / /\ / \ _ ° �; . \ TR• .I / GRADE CONTOUR / LINE (TYP) ' a \ \ \ I J SHEETC3.43(T)P) -- / \ / /� i . \ \ \ \ (OP S) \ \ \ \\ \ \ \ \ (TYP) / / SLOPE ARMORING INSTALLED \ \ \ \ PAD 79.8' x \ 0°i ,� \ \ ° v a\ ,� • \ ARMORED SLOPE AND l000,_ • - _ DITCH INSTALLED \ AUL T CCES RD - ASBUILT TO BE SA 14E0 - - / \ / 86 _ _ � \ \ � �� \ .� / \ .a Y° _ �� so- _ - 91.15 .9217 / � \ . / \ \ a \' 71 PER CONTRACTOR / / a / \ - _�, (TYP) / \ \ _ 8 o - \ � KEYSTONE WALL I ° ' TRACT G �\ �\ \ \ G, _ - - - - ELIMINATED, EX NGPA 1 \ / /� GRADES AND air ( ) �,• \ zo \\\ GRADING AT 2.• 1 w z WE a ♦ 1 ELIMINATED NEED. .�'hc FL PROPOSED - - \ - - \ ° \ °-� \ \ \\ \ / / t 0 ' fY , o \ \ / //T // TnA/C IA/A// / 10 UTILITY ESMT ° �g0� \ / TRAC D i ��-,T€-Y��„�..n� , �A, _ ��'- •'�--�,Ef�3; TYP - . j /\ _ n [+ e-ce Here// nV "�.;"- ' � �pp,�O_� (TYP) �- \ .v 'q / \ \\ \(A li J 1 / i T// [Y/rrT /�7 77 I.._ir. i� t /Vr. /U./ I 1 TRACTjPA - / 0� (STORM/OPEN CE) - \ \ \ \ i _ \ . � � TRACT H \ \ \ PEN SPA / ✓ ..� / f TOM SPACE) BO , - ` - \v v Zq \ EX SHED / - � � . ' \\ \ n -' ;, 97+23.62, 16.0' L T' v \ APPROX ° / / / - \ o \ \ \ \ I `� / _ I ¢� _ 78.90 (MATCH EX.) \ _ _ _ - - - - - �\ ,, • ° TYPE B PERPENDICULAR CURB / / / / !� _ - 77.73 1 97+03.00, RAMP PER WSDOT STD PLAN / / ' / - 97�0 16.0 L T 1�T1RAN$lTlb ' / �E�& -F- 78.22 26 f / \ pp v \ \ F-40.15-03 (TYPE SEE SHEET C3.41. �9P--� _ ..7Tt99-�6-� 96193. 00 I IVORTf-1/I 96 �pu �c $ 78.05 I 97+03.00 _ EX GARAGE(APPROX / \ �, / / � � 78.38 LOCATION) _ _ _ 1 \ •• . �'f / o� �� I ` \•'. -- era...;. ,� / i / INSTALL 4 95+30.00 \ WHITE STRIPING 16 ANSITION \ - :v _ >• / 72.68 �L - - - - - - - J - - FROM STD. 29 FROM CONSTRUCTION ° a;\ \ " . T'�; •- /� / 1 I ROAD SECTION ` CENTERLINE 95f20.00 ss 72.35 - _ EX \ < \ 0 \ • v .J x'e;7.>r; >,,.ti. ,y...;.,, r I ^�i9 p / / r _-__ TELEPHONE o� �\- 10' TRANS177ON �. / - - \ \ / y a a ° : �.t�$.,. �...,.. \ g5 / / �� ` RISER 1 l \ ° \ \ �� \ I TO STD. 2% ,,.:° a N -�/ / -- _ \ - - �' / \ / / r EX POWER POLE \ \ \ \ \ _-----------` °. ROADSECT/ON * / 0 7�03 / / / / WEST SIDE ROAD CROSS SLOPE \ \ \ \ / 61470.00 �ti✓ 927L60.00 /NCOLNA I/ ' NE �`° / o""- / 72.23 fYA�CH EX51JNO) TORSTAIES B97-fOJ ELTEVAT/ONS \' PROPERTY \ - 61.81 \ off \ i � / 6 - >o EX POWER / / / ALONG CONSTRUCTION CENTERL/NE LINE (TYP) \ 00 - 10 ` --I - - o - o"P POLE / / SHALL BE ESTABL/SHED PER 93f 0 0 94+0 _ - ✓ / ROAD PROF/LE. EX/STING EDGE \ BLOCK RETAINING 59.0 TOE. 58,9- 6 0 h o \ \ C, OF PA l4EMENT SHALL BE MATCHED. \ WALL I TOP. s✓�B 3 r 4.8' -zzz - TOE.• 3�,r CONSTRUCTION CENTERLINE / - TOP.•- r - - - - (R. O. W. CENTERLINE NOT SHOWN) N ��pK I S h� - - - - -° - TOE 5� _ �\ �Ho Ho - - dHo DECORAT/1/E STAMPED CONCRETE` / �,• ' 0 wAsyr� CIVIL ENGINEERING - _ /L AMENDMENT � SEE LANDSCAPE PLANS FOR SPECIFICATIONS \ f - / j / SO/L AMENDMENT SHALL BE INCORPORATED FOR ALL w'�P Z Z LANDSCAPE ARCHITECTURE PAVEMENT EDGE TAPERS -� - / / / DISTURBED AREAS NOT COVERED WITH HARD SURFACES, PLANNING WEST SIDE ROAD CROSS \ FROM 16.6' AT STA. 91+96.97 �' / , / PER C.O.R. STD PLAN 264.00. SEE SHEET C3.43. 99 DESIGN SURVEYING SLOPE VARIES BETWEEN TO 16' AT STA. 93f67. 45. sTERF •� � STA. 91f96.97 TO STA. 92+60. NAL 12100 NE 195th St, Suite 300 Bothell, Washington 98011 425.885.7877 CENTERL NE SHAZL BE ESTABLISHED SCALE: 1 " = 2 O R-417920 PER ROAD PROF/LE. EXISTING EDGE r LEGEND 2��3�2� OF PA VEMENT SHALL BE MATCHED. I I PROPERTY LINE o 10 20 40 IN COMPLIANCE WITH CITY OF RENTON STANDARDS ASBU/L T NOTE THE ASBUIL T INFORMA TION DEPICTED ON THESE PLANS /S BASED UPON FIELD SURVEY INFORMATION PRO14/DED BY CORE DESIGN AND SUPPLEMENTED BY SITE CONTRACTOR, GOODFELLOW BROTHERS, ON ✓ANUARY 29TH, 2024. GOODFELLOW BROTHERS INDICATES THAT THE DATA PROVIDED TO CORE DESIGN ACCURA TEL Y REPRESENTS FIELD CONDITIONS ON THE DA TE OF THEIR SURVEY. CORE DESIGN HAS REVIEWED THE INFORMATION PROVIDED FOR GENERAL CONFORMANCE WITH THE DESIGN CONCEPT, AND TO THE BEST OF OUR KNOWLEDGE THE INFORMATION /S /N ACCORDANCE WITH THE OBSERVED FIELD CONDITIONS. 100 PROPOSED CONTOUR EX TREES TO BE SA VED - -100 - EX/STING CONTOUR Oo0o0o0 ROCKERY RETAINING WALL (6' MAX HEIGHT) REDI-ROCK RETAINING WALL (10' MAX HEIGHT) 1 CONSTRUCTION RECORD DRAWINGS MEM 2/13/24 HHH SURVEYED: SCALE: LENN R. SPRAGUE P. L. S. DESIGNED: ROLL/ HEA VR/N DRAWN: MARY MOORS ONE INCH CHECKED: AT FULL SCALE ROLL/ HEA VR/N SCALE NOT ONE INCH ACCORDINGLY NO. REVISION BY DATE APPR APPROVED: ROLL/ H. HEA VR/N P. E. UNDERGROUND LOCATOR SERVICE CALL BEFORE YOU DIG. 811 VERTICAL• NAVD 1988 HORIZONTAL- NAD 1983/1991 DATU M CITY OF 11;� RENTON Iftow Planning/Building/Public Works Dept. CANOPY 4196 LINCOLN AVE NE, RENTON, WA 98056 GRADING PLAN N 0 0 Q J V Nc DATE: CT 211JI24 V FIELDBOOK: PAGE: DRAWING NO: C3. OZ SHEET: OF: 20 107 � CONSTRUCT/ON RECORD DRA WINGS O Q O v � " " - - _ -TOP.' 185.0 � \ , I � \ EX TREE o \ >5 STRUCTURE SETBACK WETLAND D - 3.a \ TO BE SAVED - - TOE. 182.0 \ \ / / \ \ \ \ \ \ I \ \ FROM SENS/T1Vf AREA. SEE _ - \ / - \ \ _ (TYP) �O / / \ \ \ \ \ \ WETLAND MITIGATION PLAN. - - �OfZ 176.0 I \ I O /� - 8.0 \ TOP-188. 4 TOE- 168OO \ 7.9 TOP- 1TOE. 180.5 O 76.0 O OIP.•-W7.0 0. TOE�6.Y ! \ \ T 168 0 2.0 0.TN TOE. 167.0 - \ \ - _ 10' MAX HEIGHT CUT REDI-ROCK WALL. \ \ TOP. 178 0 _ ! \ \ -190- - TOP. 167.3 TOP. >75.0 8 V > o / _ �` \ \\ \ - \ \ \ \ SEE DETA/L BY OTHERS, SHEET C3.32. \ \ -,TOP- 179.0 9.3 _ - _ TOE 1702 � s.7 TOE. 15M 8.0 TOE.• 1670 o ! \ \ TO : 169.7 , TOP. 178.4 \ _ _ TOP. 175.8 \ ��1801-- � - - _ - � OE.• 171.5- / TOE.•166.2-----�----�-_- - \� 7.9TOP.•171.5 �•' - \ �� / 7.3TOP. 171.7 _�-- ---- \ - T.0E.363.� >v ,v TOE- - - - I I I \ I I I I \ / \ - - - - � I � - \ WETLAD C \\ _�_ �.� �PA0166.4 \ _ PAD 164.8 PAD 164.E \ PAD 166.8 PAD 167.5 \ 17 PAD 163.7 \ \ \\\ \ r PAD 167.7 11 - - - - - - - - \ \ \ TOE.• 163. 150 - - - - - DECORATIVE STAMPED CONCRETE -160- _ \ Aso - 3 PEDESTR/AN CONNECT/ON AND TRAFFIC \ 150 TOP.• 150.0 - / 6.6 TOE. 143.4 \ - - - \ \ - / CALMING FEATURE. SEE LANDSCAPE PLANS FOR SPECIF/CATIONS. AD 146.4 pPA0145.4-- Q / ! PAD >46.8 - - - _ 8 MAX HEIGHT CUT ROCKERY WALL. _ • � 'PAD 144.8,� "' \4' •° • � Q - v�. � / / / / • • - •• �' .�• a _ so �� l/ - e v v - - / q SEE DETA/L BY OTHERS, SHEET Ca3.32. _ . • ° �, PAD 147.8 - TOP- 1482 � O 7OR..• 14717 ` / \ \ � \ _ \ 'r/-� 43 00� \ � ALLEY \41 � --150 �16p� wr TOP- 4447 - � 2.5 144 - / :/ •I� ap• av . \�. a !F + o -� I �-_ - �.-•-: � � '• .- PAD 145.E \ ,.,p,. /. /1 / -L- --- p PAD 146.E _ J W 144.5 \ �II \ �� � / T0�• 141.0 \ PAD 147.5 PAD 148.5 .. ,__ 1.0 -/ - - - -.- TOE.• 14,0 0 _cr ` \ PAD 143. 4 \ -"- - - - PAD 149.2 / - - CONCRETE DRIVf_WAY PER p - / C.O.R. STD PLAN 104.3 / ,._:,.~;<•: O - \ \ 4 MAX. HEIGHT FILL KEYSTONE WALL. SEE \ = • ;, ~'' '' ` O / (TYP) SEE SHEET C3.41. / .150- \ _ TOP. 142. 0 (' a :.�; .:.:;, ;....>, . x ;.:: P i / 140- ASPHALT THICKENED EDGE TO I� \ � 140_ DETAIL BY OTHERS, SHEET C3.32. INSTALL DOE.• >40.0 2'0 � � • •-• di BE INSTALLED A T END OF ALLEY HAND RAIL ALONG TOP OF WALL PER C. O. R TRA CT B p� W TOP. 142.0 (OPEN SPACE 2 TO CONTROL DRAINAGE. _ STD OTL H024. HANDRAIL REQUIRED ONLY 3.0 ) � � .�, ;X•�4,,�.: �.:;:4 •; � •••. a •� ,«•;•r:.+= y �' :; / (� / / \ _y.. \ � SEE DETAILS SHEET C3.31. \ \ WHERE WALL IS GREATER THAN 30 /N HEIGHT - UP: 139.0 �- � � wxt••• ,:,•,, , p \ / / RAISED CROSSING \ TRACT C - _ \ - 54 TOE• 140 0 � ��z •� w��� ��•.,.:r°'�-• N, / - - E SECTION / 'fit - .v. __(OPEN SPACE) / _ - 13a�,. �/ _ J �`.:...,. i`,..',,.•._>*`./.. �°. •'a SHEET C3.35 _ PAD 124.5 -PAD 125.6 PAD 126.6 _ - PAD 1275 \ PAD 129.2 _ _ I / \ PAD 123.4 \ L134 CONCRETE S/DEWALK PAD 122.3 PER C.O.R. STD PLAN201 (T)P). - --- \ \ _�-- ---- a 0 132 °: SEE SHEET C3.42. \ \ _ -'� \ - o - - - - - - / o 7 / .., '•• TRACTF i ° CONCRETE VERTICAL CURB & �..- - - - - ° a p a ? y°� - - i -- - -140- ( ) _ v p a vo v p f / OPEN SPACE GUTTER PER C.O.R. STD PLAN 2� \ p a �. ��_a: p per'- �� o _ - --- --- /136.01.0- 101 (TYP) SEE SHEETC3.42. - - -o 00 - --- - / �TOP.•114.0 - ,ate N\ \ -------------- - _ 1 - �k \ _ _ _ L E 3 - roE>� - - - --� .ti° ROAD, --'' _--/ PROPERTY _� / _ \ \ \ ti --= -' _ ---- 135.71 LINE (TYP) TOP. IIJ5 - - / i' \ \ \� \ � 15+� _ � � - - - - - - TOE. - - 1S � u"0' 5.5TOE,108.0 // '` 0_ •oTOP.\ 4 /� 6'MAX HE/GHT CUT ROCKERY WALL. - - /� \ \\ \� \�130� __---__- � �--- --- --13 ---- --_ // _--- 12� SEE DE TAIL BY OTHERS, SHEET C3.32. 132. 135.5 -120 TOP.•1w-,- : 1320 = IJO _ ° � - _ - - - - - •' _ 10 MAX HE/GHT FILL v REDI-ROCK WALL. _ ATTACHED SIDEWALK FROM _ - \ - - - - - STA 13+08- 14f12 y�-�-�`\ \• a °�"--- _ - - - --_-- - -' - -��/ PAD 127.8 �� I PAD 128.1- --SEE4.5,10.�5 PLANTER _ a 122.05 = - y - CONC. SIDEWALK AND STAIRS WITH REDI-ROCK WALL PAD 117.9 PAD 120.1- PAD 122.5 / - - � HAND RAILING PER C.O.R. STD DTLS - - - - DETAILS BY OTHERS, - ti _ - _ PAD 124.8 PAD 127. > SHEETS C3.32 AND C3.33. \ \ \� \ \ - - - / / H023 & H024, SEE SHEET Ca3.43 (TYP) 118.00 '� - \ \ PAD ilk I \ 120 LINCOLN AtlE NE SOIL AMENDMENT SOIL AMENDMENT SHALL BE INCORPORATED FOR ALL DISTURBED AREAS NOT COVERED W/TH HARD SURFACES, PER C.O.R. STD PLAN 264.00. SEE SHEET C3.43. ASBU/LT NOTE I THE ASBU/L T /NFORMA T/ON DEPICTED ON THESE PLANS /S BASED UPON FIELD SURVf-Y INFORMATION PROVIDED BY CORE DESIGN AND SUPPLEMENTED BY SITE CONTRACTOR, GOODFELLOW BROTHERS, ON ✓ANUARY 29171, 2024. GOODFELLOW BROTHERS INDICATES THAT THE DATA PROVIDED TO CORE DESIGN ACCURATEL Y REPRESENTS FIELD CONDITIONS ON THE DATE OF THEIR SURVf-Y. CORE DESIGN HAS REVIEWED THE /NFORMAT/ON PROVIDED FOR GENERAL CONFORMANCE W/TH THE DESIGN CONCEPT, AND TO THE BEST OF OUR KNOWLEDGE THE /NFORMA T/ON /S /N ACCORDANCE WITH THE OBSERVED FIELD CONDITIONS. SEE SHEET C3.01 LEGEND PROPERTY LINE 100 PROPOSED CONTOUR - -100 - EX/STING CONTOUR OOOOOOO ROCKERY RETAINING WALL (6' MAX HEIGHT) REDI-ROCK RETAINING WALL (10' MAX HEIGHT) D o EX TREES TO BE SA VED V\\ 1 CONSTRUCTION RECORD DRAWINGS MEM 2/13/24 HHH SURVEYED: SCALE: LENN R. SPRAGUE P. L. S. DESIGNED: ROLL/ HEA VR/N DRAWN: MARY MOORS ONE INCH CHECKED: AT FULL SCALE ROLL/ HEA VR/N SCALE NOT ONE INCH ACCORDINGLY NO. REVISION BY DATE APPR APPROVED: ROLL/ H. HEA VR/N P. E. SCALE: 1" = 20' 0 10 20 40 UNDERGROUND LOCATOR SERVICE CALL BEFORE YOU DIG! 811 VERTICAL• NAVD 1988 HORIZONTAL- NAD 1983/1991 DATUM 11 CITY OF '� RENTON Iftow Planning/Building/Public Works Dept. �pK INS h, o wAsyfF CIVIL ENGINEERING o• z LANDSCAPE ARCHITECTURE ZPLANNING 99 �.� DESIGN SURVEYING ISTER � IONAL 12100 NE 195th St, Suite 300 Bothell, Washington 98011 425.885.7877 2/13/24 R-417921 IN COMPLIANCE WITH CITY OF RENTON STANDARDS CANOPY 4196 LINCOLN AVE NE, RENTON, WA 98056 GRADING PLAN O DATE: CT 211JI24 V FIELDBOOK: PAGE: DRAWING NO: C3.02 SHEET: OF: 21 107 CONSTRUCT/ON RECORD DRA WINGS EX TREE o TO BE SA VED _ - _ - - _ _ _ _ 15 STRUCTURE SETBACK FROM _20p vi i(TYP) l - - _ - - - - - - SENS/T/I/E AREA. SEE WETLAND \ 9�� -o - \ - - \ \ �i TOR-4884 -1-- y \--- 190-_- _MlT/GAT/ON PLAN. _ O 7.9 TOE 180.5 / - - - - _ _ , / \ - - - - 10' MAX HEIGHT CUT - - - - - - e- - ' / - - - _ \ - / ' REDI-ROCK WALL. \ / P. 170.0 / - - - - _ _ _ _ - STEEP SLOPE \ \ d' TRACT C / TOP. 183.0 - - _ 15 SETBACK / \ � \ 0 / / �" 3.2 - / - -�- 180---- \� \ \/ \ T •168.0 e -� �' �---------- ___ - T8PL1767 _ _ _ - \ SEEDETA/LBYOTHERS (OPEN SPACE) - _ _ T6E-17 2 - 2.7 - - - - / / / -_- - \ \ SHEET C3.32. - / \ i - WL_190-- - �� /� 10P.• 182.1 TOP.• 182 8 - � � ' - - -TOP-- TfBU 2T11P.�78?J 4 > / � TOR- 174. 0 \ / - - - - - -TOE r,Xj TOE- 174.9 - - - - / / / - TOE 4764 - - - T0�1�3,,4 / / > � - \ / _ TOE. 1710 -780 ---I'/ _-- PAD 174.0 / -� -\- 0. 169.0 ✓ / _PAD 1711 PAD 1732 / \ \ _ \ \ _ PAD 176.2 �� r PAD 175.9 /� --- I- - � `-/ 186.0 PAD 170.E l - _I PAD 171.5 I PAD 171.0. r-- �PAO 166.8/ PAD 166.0 _ \PROPERTY -18o-186. - O TOE.• 1:8� / / --� /--\ _� // -- - / ,. ��_ L/NE(TYP) .37 PAD 158.2 PAD 158.E - / ��60 T : �56. o _ - - - \ PAD 159.5 PAD 159.0 PAD 154.8 ,PAD 154.0 �.­'154.8� \ PAD 151.1- CONCRETE I�ER77CAL CURB & y PAD 153.2 --PAD 154.0' \ _ y -'-156.2.•' \ GUTTER PER C. O.R. STD PLAN y 101 (TYP) SEE SHEET C3.41. TE DR/V£WA Y PER CONCRE-�--SEE p. -'I a° • --160, SUPLAN104.3(TYP). \ \ J I l SHEET C3.41. /A - _ .CONCRETE SIDEWALK \ _ . • a .� °: e . - - - \\ \ \ PER C.O.R. S7DPLAN T)P. / j . > , ,. - �' ' a SEE SHEET C3.41. / \ TYPE B PERPENDICULAR CURB -y y %. d, ./// /� \ � .a. °. ..°..•v • \ _ •tea. ° ° .•��.. 0 . a p ° ° v - °.��`'O' •'v •°�- JI O -' y d ° o a °� / // /> �' a• __ p' a . v .. .. \ \ \/ / w ° c v / ° p °_ ° ° / \ ° p a a .' b. v ..v °. a. p. ° ° v/ ' RAMP PER WSDOT 570 PLAN 1q4 �// _�_-- / - - J/ --\_// ° `:1p i .a �•�'. a F-40.15-03(TYP) SEE SHEET \ / -W---- - °.:o °a / C3.41. J 19+ Oi/ - - _ 00 \ - \---------- 22F0000 L 150- V. ROADA _ _ --- ;�=``' . • a RAISED CROSSING • - - - _ \ - - .. -- - -- - - � . a \ SEE SECITON ON - PAD 147.0 - _PAD 146.5 SHEET C3.35 - _ 140 PAD 1491 PAD 150.E PAD 152.0 ® \ a - - - PAD 14_7.8 - ��I 1 -PAD 156.2 \ PAD 153.4 \ PAD 154.9 _ - - - - - 54 PAD 157.7 151.4 PAD / F \ 4' MAX. HEIGHT FILL \ - _ \ \ - \ \� r- PAD 152.1 PAD 152.8 TOR- 137.0 - - KEYSTONE WALL. SEE DETAIL \ \ _ \ \ - _ _ A BY OTHERS, SHEET C3.32. \ \ GR%ND-Pc- OkRLA Y - - - - INSTALL HAND RAIL ALONG 150 / J _--� _-- TOP.•_U" -- TOP OFWALLPER C.O.R57D \ 140 \ �/ 144 150 TRACT F TOE 136.0 OTL H024. HANDRAIL � \ \ � � � 148 (OPEN SPACE) r y REQUIRED ONL Y WHERE WALL \ \ \ --22 O TOP. - 137. 0 - - - - - y y y /S GREA TER THAN 30" IN / TOE: 136. 0 1.0 - HEIGHT. 28 - PAD 126.5 . \ �0\ \ � ' \ 140 PAD 139.4• I / - - - - PAD 127 0 - � - � \ � "`j _ \ \ 1S PAD 140.1 PAD 140. 8 - - a PAD 127.8 \ \ PA _ PAD 129.1 A `PAD 130 6 D 132.0 „� p \ - I / / -- - --- _ \ a \ _ I PAD 133.4 PAD 134.9 \ PAD 136.2' a. , - LLE 3 _T:T�-- --- - _ - p p a. \ - a -�• a PAD 137.7 ,a ° a• - TOP. _ OTOE. 12 4 /-- / / ti_----- -120- OI.O _ \ i- \ _ �'r°\ 60�\ \\ Ntl o. raj o - - - \ - - (NGPA) \ \ \ / u� --- 10' MAX HE/GHT FILL - - TOP. 1 9,2 \ TOP. 125. _ ^ ?o \ \ \ \ \ \ 1 40 \ \ \ \ / / C.ONCR 7F PLANWAY PER 104 REDI-ROCK WALL. - - E 1 .5 - - TOE 118.0 7 TOR- 126.5 - � I ITOP. 129. � \ \ \ s.1 g \ \ \ \ \ (TYPE SEE SHEET C3 41. SEE 4. 5; 6; 7. 5; 9' & _ - - - _ _ TOE.• 118. 4 \ T E. 122.2 - 6. ° I Q \ \ \ \ \ ° i \ \ \ \ TOP.- 131.0 6 \ PROPERTY 40 REDI-ROCK WALL - - - - _ _ \ TOE. 128.4 � LINE TYP \ T0�-126.0 TYPE 3> BEAM GUARDRAIL � � � \ ( J � \ I I CONTRACTOR SHALL FIELD F/T _ PROPOSED FINISH OR/l/EWAYOROP TO ALIGN W/TH 1 DETAILS BY DINERS, 74 TOE- 118.E _ - - PER WSDOT STD OTL C-20. >0-06, \ \ � \ � � � \ \ � � \ \ \ j N '�'= t�o SHEETS C3.32 AND C3. 33. - SEE SHEET C3. 42. \ \ 1 74 3.1 \ \ \ \ \ \ \ \ \ \ z I GRADE CONTOUR EXISTING DRIVE TO PARCEL 3345700019 `(EYMAP W LI/VCOLN AIiE NE SOIL AMENDMENT SOIL AMENDMENT SHALL BE /NCORPORA7FD FOR ALL DISTURBED AREAS NOT COlfRED WITH HARD SURFACES, PER C.O.R. S7D PLAN 264.00. SEE SHEET C3.43. ASBU/L T NOTE I THE ASBU/L T /NFORMA T/ON DEPICTFD ON INESE PLANS /S BASED UPON F/ELD SURVEY INFORMA77ON PROVIDED BY CORE DESIGN AND SUPPLEMENTED BY StTF CONTRACTOR, GOOOFELLOW BROTHERS, ON ✓ANUARY 291E-1, 2024. GOODFELLOW BROTHERS INDICATES THAT THE DATA PRO WDED TO CORE DESIGN ACCURATFL Y REPRESENTS F/ELD CONDITIONS ON THE DATF OF THEIR SURVf-Y. CORE DESIGN HAS REWEWED THE /NFORMA T/ON PRO 1/DED FOR GENERAL CONFORMANCE W/TH THE DESIGN CONCEPT, AND TO THE BEST OF OUR KNOWLEDGE THE INFORMATION /S /N ACCORDANCE W TH THE OBSERVED FIELD CONDITIONS. SEE SHEET C3.04 LEGEND PROPERTY LINE 100 PROPOSED CONTOUR - -100 - EX/STING CONTOUR Oo0o0oO ROCKERY RETAINING WALL (6' MAX HEIGHT) REDI-ROCK RETAINING WALL (10' MAX HEIGHT) D EX TREES TO BE SA l/ED V\\ 1 CONSTRUCTION RECORD DRAWINGS MEM 2/13/24 HHH SURVEYED: SCALE: LENN R. SPRAGUE P.L.S. DESIGNED: HOLL/ HEA VR/N DRAWN: MARY MOORE ONE INCH CHECKED: AT FULL SCALE HOLL/ HEA VR/N SCALE NOT ONE INCH ACCORDINGLY NO. REVISION BY DATE APPR APPROVED: HOLL/ H. HEA VR/N P. E. �ppK INS h, wAsyfF CIVIL ENGINEERING ov�P o, z LANDSCAPE ARCHITECTURE Z• PLANNING 99 DESIGN SURVEYING IS f.. 1 IONAL 12100 NE 195th St, Suite 300 Bothell, Washington 98011 425.885.7877 SCALE: 1 = 20' 2/13/24 R-417922 0 10 20 40 IN COMPLIANCE WITH CITY OF RENTON STANDARDS UNDERGROUND LOCATOR SERVICE CALL BEFORE YOU DIG! 811 VERTICAL' NAVD 1988 HORIZONTAL- NAD 1983/1991 DATUM CITY OF RENTON Planning/Building/Public Works Dept. CANOPY 4196 LINCOLN AVE NE, RENTON, WA 98056 GRADING PLAN N O O O J V M O 0 Nc IA O DATE: 211JI24 Q FIELDBOOK: PAGE: DRAWING NO: C3.03 SHEEP: OF: 22 107 CONSTRUCT/ON RECORD DRA WINGS SEE SHEET C3.03 I �/ >18 � �zp \ � \ \ ) CONCRETE OR/l/EWAY PER 10 MAX HEIGHT FILL TOP.• 129.2 \ TOP. 1257 O - REDI-ROCK WALL. TOE. 121.5 7-7 - TOE.•;` 118.0 7'7 TOP- 126.5 - � I - \ f--� \ \ \ 1 �0 \ \ \ /' , � I C.O.R. STD PLAN 104 �i SEE 4.5; 8.1 9 \ \ \ _ a (TYP). SEE SHEET C3.41. 6 75 9 & OP. 129. � _ 6.7 TOP: 12F�3 o TOE. 118. 4 \ 1 TOE.• 122.2 \ \ \ \ o o Q 10.5 PLANTER TOE:_IL9.6- - _ \ \ .TOP.• 131.0 l PROPERTY \ I �40 W REDI-ROCK WALL - - - o� 126.0 TYPE 31 BEAM GUARDRAIL \ \ \ \ TOE. 128.4 2'6 �` \ \ LINE TYP , �_ CONTRACTOR SHALL FIELD F/T \ \ PROPOSED FINISH OR/I/EWAY DROP TO ALIGN WITH j40 DETAILS BY OTHERS, T4 TOE. 118.E - - PER WSDOT STD OTL C-20.>0-06, \ \ \ \ \ \ \ \ \ \ \ GRADE CONTOUR EXISTING OR/l/E TO PARCEL 3345700019 / SHEETS C3.32 AND C3.33. - - -110- _ - - SEE SHEET C3.42. \ \ 13Q 3.1 \ \ \ \ 1 \ \ \ \ Z \ �o - - \ -- TOE'W74 j \ t \ \ \ \ \ Q I (TYP) / y �� \ \\ \ \ \\\ \ \ \ \ \\ o \\ J \ \ 1 ?� / - 138 ?0 ' / \/ \\ \ \\ o \ \\ \ \ \ \\ \\ \\ IN, \\ \\ \\ \\ -/ EX GROUND `. TAT tt O \ CONTOUR (TYP) _ /IOTA// C' OV /1 TLJOC` 15' STRUCTURE SETBACK \ \ \ o �� \ \ \ \ \ \ \ \ \ \ \ \ \ \ 136E-,W4E{EF FROM SENSITIVE AREA. \ SEE WETLAND M/T/GAT/ON Q PLAN. _ _10p- \ \ \ - - \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ TOTDf�r PER CONTRACTOR KEYSTONE WALL T/1r. , �« \ \ \ \ \ \ \ \ rp�- rr._r..T ELIMINATED EX/SANG GRADES AND SITE GRADING AT 2-1 1 f 05. 64, 13. 0 RT �\ �\\ \\� \ \ \\ \ \ \\ \ \ \ \\ \\ \ \ \ \ ELIMINATEDNEER WASALSOIN / 131.71 \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ CONFLICT WITH LIGHT POLE BASE. - - J o I TOP- 107.0 \ \ \ TOES 102. 5 4.5 \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ CONCRETE SIDEWALK l9. 13 130. 85 \ \ \ \\ \ \\ \ \ \\ \ \\ PERC.O.R. STD PLAN 201(TYP�- 3Q GRIND &OVERLAY SEE SHEET C3.41. :� I Of75.11 00, 13.0'RT CONCRETE VERTICAL CURB& / �° - 126.92 GUTTER PER C.O.R. STD PLAN o \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ 101 (TYP). SEE SHEET C3.41. a M y \ \ \ ono l a O ' J PROPERTY \ o \ \ \ \ \ \ \ \ \ r ` \" "og�Z� \ \ \\ \ \ o \ \ LINE (TYP) �\ \\ \ \\ � zZ�oY\� \ , �\�� IN, \ \\ \ \\ \ ,� o\ \ \ \ \\ \\ \ Of50.54, I3.0 RT 122.55 V o \ \\ \\ \\ W f - \ \ \ \ \\ \\ \\\ \\� \\ \\ \o��\ \\ \\ \\ \ \\ \ \\ \\\�° W o EXF/RE HYDRANT TO BERELOCATED PERCCUDWATER PLANS IN, o �w\\ \\\\\\ \\ \\ \\ \\ \\ \\ \ \ \ TYPEAPARALLEL CURB RAMP PER WSDOTSTDPLANL- // I zo \ \ \_ \ \ \ \ \ \ \ \ \ 90 \ \ \ \ F-40.12-03 (TYP SEE SHEET / / / q / 109f87.96, z \ \ \ \ \ \ \ d / / 5.59' RT \ \ \� \\ \ \ \ \\ \ \\ \ \\ C4.35. do / /' / I END L ~ 1-82-_ \\\ \\\ \\ \\\ \\\ \\\ \\\ \ \\ \\ \\ \\ \\ \ \\ \\ \ /i' / / , \ \ I SAWCUT \ I TOP.•78.7 1.1 TOE. 77.6 \ \ � \ \ \ \ \ \ \ SEE ASPHAL T PA l/EMENT TOP..•78.0 02 ��� \\\ ~\\ \\ \\\ \�\ �\ �\ \\ \\ \\ \� SURFACING SECTION, SHEET ,,TOE- 778 C3.31 \ 97f23.62, 16.0'LT \ SAWCUTNEAT, CLEAN LINES' FROM EX/STING EDGE OF I / - 1 PAVEMENT. ° 107f64.64, 1207LT as \ BEGIN SA \0 � \\\ \\\ NEW CURB ANO-G TTER. i 100 WHITE STRIPING ' >O� OD FROM CONSTRUCTION CENTERLINE \ CPO Z11l100Z1V4i1j61V \ \ \ p5 00 \ II CENTERL/NE 101 00 / �, o Asyf• CIVIL ENGINEERING \ I / o: P o• z LANDSCAPE ARCHITECTURE PLANNING - • Z• \ � 6 / 99 DESIGN R� •� SURVEYING SOIL AMENDMENT ••n1NAL 12100 NE 195th St S 't 300 8 th II W h' t 9801 1 425 885 7877 h O `(EYMAP Z AVE NE N SOIL AMENDMENT SHALL BE INCORPORATED FOR ALL DISTURBED AREAS NOT COVERED W/TH HARD SURFACES, PER C.O.R. STD PLAN 264.00. SEE SHEET C3.43. ASBU/LT NOTE I THE ASBU/L T /NFORMA T/ON DEPICTED ON THESE PLANS /S BASED UPON F/ELD SURVf-Y INFORMATION PROVIDED BY CORE DES/GN AND SUPPLEMENTED BY SITE CONTRACTOR, GOODFELLOW BROTHERS, ON ✓ANUARY 29171, 2024. GOODFELLOW BROTHERS INDICATES THAT THE DATA PROVIDED TO CORE DESIGN ACCURATEL Y REPRESENTS F/ELD CONDITIONS ON THE DATE OF THEIR SURVf-Y. CORE DES/GN HAS REVIEWED THE /NFORMAT/ON PROVIDED FOR GENERAL CONFORMANCE W/TH THE DESIGN CONCEPT, AND TO THE BEST OF OUR KNOWLEDGE THE /NFORMA T/ON /S /N ACCORDANCE WITH THE OBSERVED F/ELD CONDITIONS. LEGEND PROPERTY LINE 100 PROPOSED CONTOUR EX/STING CONTOUR OoOoOoO ROCKERY RETAINING WALL (6' MAX HEIGHT) REDI-ROCK RETAINING WALL (10' MAX HEIGHT) (D V\\ ° EX TREES TO BE SA VED 1 CONSTRUCTION RECORD DRAWINGS MEM 2/13/24 HHH SURVEYED: SCALE: LENN R. SPRAGUE P. L. S. DESIGNED: ROLL/ HEA VR/N DRAWN: MARY MOORS ONE INCH CHECKED: AT FULL SCALE ROLL/ HEA VR/N SCALE NOT ONE INCH ACCORDINGLY NO. REVISION BY DATE APPR APPROVED: ROLL/ H. HEA VR/N P. E. SCALE: 1" = 20' 0 10 20 40 UNDERGROUND LOCATOR SERVICE CALL BEFORE YOU DIG! 811 VERnCAL• NAVD 1988 HORIZONTAL- NAD 1983/1991 DATUM 11 CITY OF '� RENTON Iftow Planning/Building/Public Works Dept. ui e o e , as ing on 2/13/24 R-417923 IN COMPLIANCE WITH CITY OF RENTON STANDARDS CANOPY 4196 LINCOLN AVE NE, RENTON, WA 98056 GRADING PLAN N O O 0) J V 1 O DATE: CT 211JI24 V FIELDBOOK: PAGE: DRAWING NO: C3.04 SHEET: OF: 23 107 CONSTRUCT/ON RECORD DRA WINGS O Z v M V R/W 10' -I- 5' 0.5, d 1.59 MAX 77 CONCRETE SIDEWALK PER CO. R. STD PLAN 201 (TYP) SEE SHEET C142 CONCRETE VERTICAL CURB AND GUTTER PER C.O.R STD PLAN 101 (TYP) SEE SHEET Cl 42 SEE DETA/L, THIS SHEET ALLEYI SCALE? 1.-,5 GrL'J 7� PER SURFACING SECTION, THIS SHEET ALLEY2A 4" HOT M/X ASPHAL T (HMA) CLASS 112" PG 64-22~ 6" CRUSHED ROCK SU/TABLE SUBGRADE COMPACTED TO 959 OF MAX. DRY DENSITY. ASBU/L T NOTE SCALE- 1.• 5 FINISH GRADE AS - SHOWN ON PLANS ASPHAL TPA VEMENT SURFACING SECTION NO SCALE THE ASBU/L T INFORMATION DEPICTED ON THESE PLANS /S BASED UPON FIELD SURVEY INFORMATION PROVIDED BY CORE DESIGN AND SUPPLEMENTED BY SITE CONTRACTOR, GOOOFELLOW BROTHERS, ON ✓ANUARY 2917; 2024. GOODFELLOW BROTHERS /ND/CA TES THAT THE DATA PROVIDED TO CORE DESIGN ACCURATEL Y REPRESENTS FIELD COND/TONS ON THE DATE OF THE/R SURVEY. CORE DESIGN HAS REVIEWED THE INFORMATION PROVIDED FOR GENERAL CONFORMANCE WITH THE DESIGN CONCEPT, AND TO THE BEST OF OUR KNOWLEDGE THE /NFORMAT/ON /S /N ACCORDANCE WITH THE OBSERVED FIELD CONDITIONS. 13' 53' (50'*) 7%13' R/W 10' ESMT 0.5, 8114' 5' 159 MAX ASPHAL T PA VEMENT PER SURFACING SECTION, * SEE PLAN FOR LOCATION WITH NO THIS SHEET PLANTER STRIP AND REDUCED ROW (RESIDENTIAL ACCESS) ROAD A' SCALE- 1:5 � 10' _�_ 10' I -I VL/Y/L/Y/ PER SURFACING SECTION, SEE DETAIL, TH/S SHEET THIS SHEET ALLEY2 SCALE- 1.• 5 TYPE 31 BEAM GUARDRAIL 4' M/N. "FLAT" PER WSDOT STD DTL C-20.10-06, FOR GUARD SEE SHEET C3 43 RAIL PLACEMENT .j 8' 8' 0.5' 2' 6.5' I 2z ASPHAL T PA VEMENT J PER SURFACING SECTION, THIS SHEET CONCRETE VERTICAL CURB AND GUTTER PER C. O.R STD PLAN 101 (TYP) SEE SHEET C3.42 ALLEYS f7iAurv/ nnenf- ee' 6" HOT M/X ASPHAL T (HMA) CLASS 112" PG 64-22 6" CRUSHED ROCK SUITABLE SUBGRADE COMPACTED TO 959 OF MAX. DRYDENSITY SCALE- 1.• 5 ARTERIAL COLLECTOR PA VEMENT SECTION NO SCALE UNDERGROUND LOCATOR SERVICE CALL BEFORE YOU DIG! 811 a REDI-ROCK FILL WALL REFER TO SHEET C3.02 TO C3.03. FOR TOP AND TOE ELEVA TONS, SEE DE TAIL SHEET C3.32 FINISH GRADE AS SHOWN ON PLANS d 4" THICK CEMENT y` a ° CONCRETE 6" CRUSHED SURFACING OOo OOo OOo TOP COURSE COMPACTED TO 959 MOD/F/ED PROCTOR. R/W 1.59 MAX. 8' PLANTER CONCRETE SIDEWALK PER C.O.R. STD PLAN 201 (TYP) SEE SHEET C3.42 CONCRETE INERT/CAL CURB AND GUTTER PER C. O.R STD PLAN 101 (TYP) SEE SHEET C3.42 PA VEMENT WIDTH EXCEEDS 16' AND SHALL MATCH EXISTING EDGE OF PAVEMENT BETWEEN STA. 95f8J TO STA. 97f0.3. PAVEMENT SHALL TAPER FROM 16. 6' AT STA. 91 *96. 97 TO 16' AT R/W 60' STA. 93f67.45. 0.5' j 16' 16' CROSS SLOPE REVISES FROM 29 AT STA. 96f93 TO EXIST. 19 AT STA. 97f 03 -----ARIES ,\i\\r\ PAVEMENT SHALL FOLLOW ARTERIAL COLLECTOR PAVEMENT SECT/ON OR MATCH CROSS SLOPE VAR/ES EX/STING, WHICHEVER /S GREATER. SEE BETWEEN STA. 91*96.97 ARTERIAL PAVEMENT SECTION, THIS SHEET. TO STA. 92*60 & STA. 95*20 TO STATION 91+87.2 TO STA 97+03.0 (CONSTRUCTION CENTERLINE) STA. 97f03. LINCOLNA VE NE SCALE- 1:5 R/W R/W DED/CA TION 60' 2.5' J0' J0' 0.5, 8' 8' 16' VAR/ES (? 16) PLANTER 1.59 MAX � CONCRETE SIDEWALK PER CO. R. STD PLAN 201 (TYP) SEE SHEET C3.42 CONCRETE VERTICAL CURB AND GUTTER PER C.O.R STD PLAN 101 (TYP) SEE SHEET Cl 42 PAVSUENT SHALL FOLLOW ARTERIAL COLLECTOR PA I/EMEN T SECT/ON OR MA TCH EXISTING, WHICHEVERIS GREATER SEE ARTERIAL PA Vf-MENT SECTION, THIS SHEET. R/W WALKWA Y SURFACING SECTION 1 1 CONSTRUCTION RECORD DRAWINGS .0 •► NO SCALE 2% >-7- EXISTING PA I/ED ROAD. STAAON 97+03.0 TO STAAON 97+23.62 (CONSTRUCTION CENTERLINE) LINCOLN A VE NE SCALE- 1:5 1•'LK L: U.K. 5/U PLAN ZU7 (l rf/ / vLL rn✓/// vru lLn/ SEE SHEET C3.42 1R'w ASPHAL T THICKENED EDGE DETAIL NOT TO SCALE NE40THST SCALE- 1:5 VAUL TACCESS ROADS SEE SHEET C4.35 FOR VAUL T ACCESS ROAD SECTIONS M E M 2/ 13/24 H H H SURVEYED: SCALE: LENN R. SPRAGUE P.L.S. �RnGA- NAVD 1981% CITY OF HORIZONTAL- NAD 1983/1991 DESIGNED: HEA l/R/N DRAWN: RENTON MARY MOORE ONE INCH DATUM GHECKEDHOLL/ HEAI/R/N IF NOT ONEAT FULL SCNCH Planning/Building/Public Works Dept. BY DATE APPR I APPROVED: SCALE ACCORDINGLY ROLL/ H. HEA VR/N P. E. R/W R/W �pK INS h, o wAsyfF CIVIL ENGINEERING o, z LANDSCAPE ARCHITECTURE ZPLANNING 'Con 99 �.� DESIGN SURVEYING ISTV TONAL 12100 NE 195th St, Suite 300 Bothell, Washington 98011 425.885.7877 2/13/24 R-417924 IN COMPLIANCE WITH CITY OF RENTON STANDARDS CANOPY 4196 LINCOLN AVE NE, RENTON, WA 98056 TYPICAL ROAD SECTIONS 0 Qk Z DATE: CT 211JI24 V FIELDBOOK: PAGE: DRAWING NO: C3.31 SHEET: OF: 24 107 CONSTRUCT/ON RECORD DRA WINGS O O O v N M v O v h PQ Z W Z ZZ W O SWALE FOR SURFACE DRAINAGE CONTROL COMPACTED NATIVE FILL I 1 10' MAX EXPOSED WALL HEIGHT 6 I 2(MAX) H13 , l_1 5' MIN I -I GUARD RAIL PER CIVIL PLANS II ROADWAY 6" MIN COVER OVER REINFORCMENT I I I LAYER 6 1 0.5' TYP - I Li T _LAYER 5 - - SMIN �`� REINFORCEMENT GRID I (SEE SCHEDULE) 12" MIN _LAYER 4 - - "L" -LAYER 3- - - \ CRUSHED ROCK FILTER MATERIAL, BETWEEN 2 AND 4 INCH SIZE WITH _ LAYER 2 LESS THAN 2% FINES \ 2 TYP I `_ LAYER 1 - 0.5' r3" MINIMUM n t GRAVEL BEDDING 1.01 f --KEYWAY 1N 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.) 1'(min� 4" 7' 2(MAX) 1 nc�rnv�.n / 41" TOP BLOCK REDI-ROCK 60" MIDDLE BLOCK REDI-ROCK 60" MIDDLE BLOCK 1 2 REDI-ROCK 60" MIDDLE BLOCK REDI-ROCK 60" MIDDLE _BLOCK e 9" REDI-ROCK 60" MIDDLE BLOCK REDI-ROCK 2 60" BOTTOM BLOCK ' 9" OFFSET COMPETENT NATIVE SOILS OR STRUCTURAL FILL TO BE VERIFIED BY GEOTECHNICAL ENGINEER (TYP.) NOT TO SCALE ASBU/LT NOTE 4" MINIMUM DIAMETER DRAIN PIPE SURROUNDED BY CLEAN WASHED 3/4" DRAIN GRAVEL 12" MIN. COMPACTED STRUCTURAL BACK FILL ABOVE DRAIN COLUMN DENSE NATIVE SOILS 12" MIN. COMPACTED 1/2" TO 1" 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.) THE ASBUIL T INFORMA 110N DEPICTED ON THESE PLANS /S BASED UPON FIELD SURVEY INFORMA110N PROVIDED BY CORE DESIGN AND SUPPLEMENTED BY SITE CONTRACTOR, GOODFELLOW BROTHERS, ON ✓ANUARY 29TN, 2024. GOODFELLOW BROTHERS INDICATES THAT THE DATA PROVIDED TO CORE DESIGN ACCURATEL Y REPRESENTS FIELD CONDl110NS ON THE DA TE OF THEIR SURVEY. CORE DESIGN HAS REV/f ED THE INFORMA 110N PROVIDED FOR GENERAL CONFORMANCE K4TN THE DESIGN CONCEPT, AND TO THE BEST OF OUR KNOK2EDGE THE INFORMA 110N /S IN ACCORDANCE W771 THE OBSERVED FIELD CONDITIONS. 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 8.25 FEET 5 FEET 1 MIRAM HP 570 4.5 0.5 2 MIRAM 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 2.5 3 MIRAFI HP 570 5.5 4.5 1 MIRAR HP 570 7.5 0.5 2 MIRAFI HP 570 7.5 2.5 13.25 FEET B - 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 2Z 15.25 FEET 10 FEET 3 MIRAFI HP 570 9-0 45 4 MIRAFI HP 570 5 MIRAFI HP 570 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 WSDOT 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. 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) 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 BEFOREq YOU DIG. O�NNS.�F O� WAshi 0 T 9 4' 6 <C/� /STEC��O S/DNA L 1 1 CONSTRUCTION RECORD DRAWINGS REVISION FENCE/RAIL WHERE REQUIRED n 4.5' I II II ROADWAY REDI-ROCK 4.5 41" PLANTER BLOCK . (max.) REDI-ROCK ' 41" MIDDLE BLOCK •a 2(MAX) j 1 IN REDI-ROCK ' ' '41" BOTTOM BLOCK 1 J- 4 " T COMPETENT NATIVE SOILS OR STRUCTURAL FILL TO BE VERIFIED BY GEOTECHNICAL ENGINEER (TYP.) NOT TO SCALE L 12" MIN. COMPACTED STRUCTURAL Li BACK FILL ABOVE DRAIN COLUMN i 12" MIN. COMPACTED 1/2" TO 1" CLEAN CRUSHED ROCK NO FINES (TYP.) i STRUCTURAL FILL 4" DIAMETER PERFORATED PVC DRAIN PIPE TAKEN TO APPROVED POINT OF DISCHARGE 5/8" CRUSHED ROCK LEVELING PAD (TYP.) FENCE OR HANDRAIL AS REQUIRED SWALE FOR SURFACE DRAINAGE CONTROL 1 10' MAX. 2(MAX) 1 �- FIRM UNDISTURBED SOIL TO BE VERIFIED BY GEOTECHNICAL ENGINEER u 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 NOTABLE 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 3/4" 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 2/13/24 HHH LENN R SPRAGUE P.L.S sue. AS NOlGD DESIGNED: HOLLI HEA VRIN DRAWN: MARY MOORE ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY CHECKED: HOLLI HEA VRIN BY DATE APPR APPROVED: HOLLI H. HEA VRIN P.E. 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. RED/ -ROCK WALLS ALL RED/ -ROCK WALLS SHALL BE FACED WITH COBBLESTONE TEXTURE AS SHOWN, OR APPROVED EQUAL. NOTE THE WALL DESIGNS, AS SHOWN ON THIS SHEET, HAVE BEEN PRO KDED BY THE PROJECT GE07ECHNICAZ ENGINEER, TERRA ASSOCIATES. /T IS INCLUDED WITH THIS PLAN SET AS COURTESY AND FOR lS INFORMATIONAL PURPOSES ONLY. CORE DESIGN, INC. TAKES NO RESPONSIBILITY OR LIABILITY FOR THE DESIGN. FOR QUES70NS REGARDING THIS DESIGN, CONTACT TERRA ASSOCIATES. CoffCIVIL ENGINEERING LANDSCAPE ARCHITECTURE PLANNING `11111z=� DESIGN SURVEYING 12100 NE 195th St, Suite 300 Bothell, Washington 98011 425.885.7877 R-417925 IN COMPLIANCE WITH CITY OF RENTON STANDARDS HORIZO A - HAD 1983/199, ' C I TY 0 F CANOPY� ~ 211.3124 R 4196L/NCOLNAVE NE, RENTON, WA 98056 FlELDBOOK: RENTON PAGE DATUM VXAV DRAWING NO: Planning/Building/Public Works Dept. C3,32 SITE DETAILS 25 OF. 107 CONSTRUCT/ON RECORD DRA WINGS O Z v M v 11 FENCE/RAIL WHERE REQUIRED GENERAL NOTES 5' n 1) REFER TO CIVIL GRADING PLANS FOR WALL ALIGNMENTS AND ELEVATIONS. II I 2) REDI-ROCK ® WALL ASSEMBLY TO BE COMPLETED PER MANUFACTURERS SPECIFICATIONS. ROADWAY �. 3) STRUCTURAL FILL SHALL BE PLACED AND COMPACTED ACCORDING TO 16.6" RECOMMENDATIONS PROVIDED IN THE GEOTECHNICAL REPORT, CANOPY, RENTON, RE I I WASHINGTON, PROJECT NO. T-7886 PREPARED BY TERRA ASSOCIATES, INC., DATED 28" CANTER BLOCK. I ( 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 _ II (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' REDI-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; 2(MAX) a �( N S. O�cc 1 N REDI-ROCK 41" BOTTOM BLOCK 0� �Q� OF WA - d 1 4" DIAMETER PERFORATED PVC DRAIN PIPE TAKEN TO APPROVED 4 „ POINT OF DISCHARGE COMPETENT NATIVE SOILS 5/8" CRUSHED ROCK LEVELING PAD (TYP.) q� 47016 Ss G/STE /AR NAL OR STRUCTURAL FILL TO BE VERIFIED BY GEOTECHNICAL ENGINEER (TYP.) NOT TO SCALE FENCE/RAIL WHERE REQUIRED n 6' I I II I I ROADWAY GENERAL NOTES 1) REFER TO CIVIL GRADING PLANS FOR WALL ALIGNMENTS AND ELEVATIONS. 16.6" .. ; t EDI-ROCK � � 2) REDI-ROCK ® WALL ASSEMBLY TO BE COMPLETED PER MANUFACTURERS 28" LANTER BLOCK I I SPECIFICATIONS. Li 3) STRUCTURAL FILL SHALL BE PLACED AND COMPACTED ACCORDING TO REDI-ROCK RECOMMENDATIONS PROVIDED IN THE GEOTECHNICAL REPORT, CANOPY, RENTON, 41" PLANTER BLOCK • WASHINGTON, PROJECT NO. T-7886 PREPARED BY TERRA ASSOCIATES, INC., DATED 6" MIN. COMPACTED 1/2" TO 1" FEBRUARY 21, 2020. STRUCTURAL FILL IN REINFORCED ZONE SHALL BE GRANULAR CLEAN CRUSHED ROCK NO FINES MATERIAL WITH A MAXIMUM AGGREGATE SIZE OF 3-INCHES AND A MAXIMUM SOIL FINES REDI-ROCK THEN WIDEN FOR LOWER (LESS THAN # 200 SIEVE) CONTENT OF 30 PERCENT. 16.6" 41" MIDDLE BLOCK 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 9' WALLS. STRUCTURAL FILL PLACED IN THIS ZONE SHALL HAVE MAXIMUM LOOSE LIFT (max.) REDI-ROCK THICKNESS OF 12 INCHES AND SHALL BE COMPACTED USING HAND OPERATED 4 " CANTER BLOCK • COMPACTION EQUIPMENT. REDI-ROCK " 16.6' 41" MIDDLE BLOCK STRUCTURAL FILL REDI-ROCK 41" PLAN BLOCK �QQ`�OF WASy;, 2(MAX) 1 • REDI-ROCK b �F A " 60" BOTTOM BLOCK b 4" DIAMETER PERFORATED PVC / s DRAIN PIPE TAKEN TO APPROVED POINT OF DISCHARGE �� �� 47016 Q Fs FG/STEP�\� s/ONAL E� COMPETENT NATIVE SOILS OR STRUCTURAL FILL TO BE VERIFIED BY GEOTECHNICAL ENGINEER (TYP.) NOT TO SCALE ASBU/L T NOTE 5/8" CRUSHED ROCK LEVELING PAD (TYP.) THE ASBU/L T INFORMATION DEPICTED ON THESE PLANS /S BASED UPON F/ELD SURVEY INFORMATION PROVIDED BY CORE DESIGN AND SUPPLEMENTED BY SITE CONTRACTOR, GOODFELLOW BROTHERS, ON ✓ANUARY 29/7; 2024. GOODFELLOW BROTHERS /ND/CA TES THAT THE DATA PROVIDED TO CORE DES/GN ACCURATEL Y REPRESENTS FIELD COND/T/ONS ON THE DATE OF THE/R SURVEY. CORE DESIGN HAS REVIEWED THE INFORMATION PROVIDED FOR GENERAL CONFORMANCE WITH THE DES/GN CONCEPT, AND TO THE BEST OF OUR KNOWLEDGE THE INFORMATION /S /N ACCORDANCE WITH THE OBSERI/ED F/ELD CONDITIONS. UNDERGROUND LOCATOR SERVICE CALL BEFORE YOU DIG! 811 1 1 CONSTRUCTION RECORD DRAWINGS F.ITIMM •► 6' EDI-ROCK 28" PNTER BLOCK, REDI-ROCK 41" PLANTER BLOCK REDI-ROCK 16.6" 41" MIDDLE BLOCK 7.5' (max.) • - 16.6" [REDI-RO:CK**4r PLANTER BLOCK RED[ -ROCK 41" PLANTER BLOCK - 2(MAX) � RED] -ROCK 5 (MIN 41" BOTTOM BLOCK _ry 4" COMPETENT NATIVE SOILS FENCE/RAIL WHERE n REQUIRED II II ROADWAY II II II u 6" MIN. COMPACTED 1/2" 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 OR STRUCTURAL FILL TO BE VERIFIED 5/8" CRUSHED ROCK LEVELING PAD (TYP.) BY GEOTECHNICAL ENGINEER (TYP.) NOT TO SCALE 6' �{ 16.6" K tDI-ROC 28'NTER BLOCK. REDI-ROCK 41" PLANTER BLOCK . REDI-ROCK 16.6" 41"MIDDLE BLOCK REDI-ROCK 10, 4 " CANTER BLOCK (max.) REDI-ROCK 16.6" 41" MIDDLE BLOCK COMPETENT NATIVE SOILS OR STRUCTURAL FILL TO BE VERIFIED BY GEOTECHNICAL ENGINEER (TYP.) REDI-ROCK 41" PLAN BLOCK REDI-ROCK a 60" MIDDLE BLOCK FENCE/RAIL WHERE REQUIRED n II II ROADWAY II II II Li 6" MIN. COMPACTED 1/2" TO 1" CLEAN CRUSHED ROCK NO FINES THEN WIDEN FOR LOWER STRUCTURAL FILL PVC . MLINE �s . : • • • • BLOCK `r� NOT TO SCALE DRAIN PIPE TAKEN TO APPROVED POINT OF DISCHARGE 5/8" CRUSHED ROCK LEVELING PAD (TYP.) M E M 2/ 13/24 H H H SURVEYED: LENN R. SPRAGUE P. L. S. SCALE: AS NOTED DESIGNED: ROLL/ HEA VR/N DRAWN: MARY MOORF ONE INCH CHECKED: OLL/ HEA VRIN IF NOT ONEC NCH SCALE ACCORDINGLY BY DATE APPR APPROVED: ROLL/ H. HEA VR/N P. E. 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. i to S. D wnsy�tic��` 3 ss oNAL ���\2 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. Terra 10.5' PLANTER REDI-ROCK WALL DETAIL CANOPY Associates Inc. RENTON, WASHINGTON Consultants in Geotechnical !ngineering Geology and � Environmental Earth Sciences Pro No. T-7886 Date: MAR 2022 Figure 8 NOTE THE WALL DESIGNS, AS SHOWN ON THIS SHEET, HA I/E CIVIL ENGINEERING BEEN PROWDED BY THE PROJECT GEOTECHNICAL LANDSCAPE ARCHITECTURE ENGINEER, TERRA ASSOC/A TES. /T /S INCLUDED WITH THIS PLANNING PLAN SET AS COURTESY AND FOR /S INFORMATIONAL SURVEYING PURPOSES ONL Yr CORE DES/GN, INC. TAKES NO DESIGN RESPONSIBILITY OR LIABILITY FOR THE DESIGN. FOR QUESTIONS REGARDING THIS DESIGN, CONTACT TERRA 12100 NE 195th St, Suite 300 Bothell, Washington 98011 425.885.7877 ASSOCIATES R-417926 IN COMPLIANCE WITH CITY OF RENTON STANDARDS HORIZONTAL N D 1983/1991 CITY O F CANOPY r 211JI24 4196E/NCOLNAVE NE, RENTON, WA98056 FlELDBOOK: RENTON PAGE: DATU Iftow DRAWING NO: M Planning/Building/Public Works Dept. C3,33 SITE DETAILS SHEET° 26 OF, 107 CONSTRUCT/ON RECORD DRA WINGS N O O TO v, 7 J V O Z Q O v M v 1 2 0% 10f49.. , 700' RT \\ I 10*62. 77, 13. 00' T 6776 C� TRACTA \� 68.69 (PT) \ 10f4 12, Abe' R (STORM/OPEN SPACE \ 68 \ 67.61 PT I 66.61 \ \\ 2.0% \\ \ass` 67.05 (3/4 d) 68 4�1 �68.61 6 I ,� 8 69.28 6 \ 68 69996652 \ - 66.,z 68.48 sr 67.70 69.25 ,j 66 450.., . JJ ' • :e \ ��A o 66T97 a 67.88 l 66(1/2 d) � 6918 19 66.22 w � i 68.06 / 69 6 Y moo. FLOWLINE' (j/2 d) ELEV (TYP) 69.11 94f36.88, 16.00 L T o /� 69.11 (PC) N 1 0 65 48 (CONSTRUCTION 93f 41.14 16. 00' L T 0 CENTERLINE) ' �`0 93f 91.75, LINCOLN A VE NE _ �[ (CONSTRUCTION 64.88 (PC) 10f o0.00, ROAD A � O \ CENTERLINE) LINCOLN A VE NE z 0 100+0� - CONSTRUCTION \ ^ CENTERLINE I 94+00 I GRADING DETAIL #1 SCALE 1" 10' �6 88.96 3of50.50 g2 _--- __ --- - - - - _88.80 o.o% Y �� 88.96 � o 87.45 � 88.92 ° _ ° 86.18 'AO 88.17 ° 85.87 X ao ° v , / 88.00 g0 87.05 ° \ ° \ / 86.91 86.03 a \ �0 85.94 - \ \ - 85.77 / FACE OF \ 12f 04. 68, ROAD A = CURB ELEV \ 30f00.00, ALLEY I (FL0KINE) /, (TYP) 76.28. \ 70f55.50 76.04 76.28 �° 5 65 AGN 75.91 80 ----- �p ° 76.66 \ 76.51 9 ° / 6/ \ ° 74.94 / / 9 9 a 74.87 / VARIES \ \ 76.63 74.23 PER \ 11f09.03, ROAD A = 76.25 �74.07 PROFILE \ \ - - - - - 121 f 45.32 a 1774.02`\ /¢ a \ NORTH VAUL T ACCESS ROAD / 74.54 -7 111 \ 74.37 11f07.37, \ 75.74 \ ROAD A 75.57 �70f00.00, \ ° 74. 63 73. 7 VAUL T ACCESS ROAD \ \ ° ° \ � 74.46\ � tk 'Xo 3\ \ \ \ 76.29 - \ 76.42 \ �°� 73.35 \ \ 75. 94 / 75. 08 ° � FLOKINE 73.52 ELEV (TYP) � 74.79 �° -75.15 \ �0. 73.85i \ \ \ \71.56 �¢ ss\ g1 ° 73.84 11 \ \ NORTH VAUL T o �71 / 73.37 ��; 9•� 121f7.83 ACCESS RD - 07408 \ 1 \ 120f80.23�� I 2% ' \ 71. 41 !� 0 ° o I \ TRACTA �� \ (STORM/OPEN SPACE 68- GRADING DETAIL #2 ASBU/LTNOTE THE ASBUILT INFORMATION DEPICTED ON THESE PLANS IS BASED UPON FIELD SURVEY INFORMATION PROVIDED BY CORE DESIGN AND SUPPLEMENTED BY SITE CONTRACTOR, GOODFELLOW BROTHERS, ON ✓ANUARY 29TH, 2024. GOODFELLOW BROTHERS INDICATES THAT THE DATA PROVIDED TO CORE DESIGN ACCURATEL Y REPRESENTS FIELD CONDI110NS ON THE DA TE OF THEIR SURVEY. CORE DESIGN HAS REWEHED THE INFORMATION PROVIDED FOR GENERAL CONFORMANCE N4TH THE DESIGN CONCEPT, AND TO THE BEST OF OUR KNOWLEDGE THE INFORMATION IS IN ACCORDANCE N4TH THE OBSERVED FIELD CONDITIONS. SCALE 1 "=10' GRADING DETAIL #3 SCALE 1 `10' x. ° '' �• . • ?t-o \ a -_ "138.21 rn � 17*65.13, CAD A 60f 00. 0 , ALLEY 3 S 13804 FACE - �OF--144--'137.17 / 139.98 a CURB ELEV I37.34 (FLOWLINE) I36.47 _ _ (TYP) X I36.30 ° a 138.42 - 140.05 / ,- ---� -1 `9 % / DEPRESSED/ �0 DRI15' LONG � 6ROP a 137.55 -\ SIDEOZA--RAMP -140 / 138. 49 (SCOPE=10. 47.) 136.68 136-s 136.68 ' / 137.62 / 136.75 ��'� 136.26 -!-� 136.75 VARIES PER PROFILE - 1' LONG \ o --132 a 3/bEWALK &)f 0 00 -4 - - - - RAMP 136.10 -- 1 1 CONSTRUCTION RECORD DRAWINGS NO. REVISION GRADING DETAIL #4 '"' ""' `' ' ` ' ' " " ' LENN R. SPRAGUE P. L. S. DESIGNED: HOLLI HEA VRIN DRAWN: MARY MOORE ONE INCH CHECKED: AT FULL SCALE HOLLI HEA WIN IF NOT ONE INCH BY DATE APPR APPROVED: SCALE ACCORDINGLY HOLLI H. HEAVRIN P.E. -Ise- �o_, cy - 14450 -� 40f42.37 401 4. 7 �9 0 _ 144.30 a 144.62� _164- - 144 50- a ° ° a _ 162� '43.77 144.39 -144.87 - 143.11- a 143.70 �- a RpAD --- � .0� 143.98 _--- 143.21 �-A 143.81 143.08 - `4 ����- 14325 156 FACE OF - - 143.08 CURB ELEV 142.60 ' - _ - 142.43 154- -(LOWLINE - 18+51.36, ROAD A = 40*00.00, ALLEY 2 GRADING DETAIL #5 SCALE 1" 10' GRADING DETAIL #6 SCALE: 1" = 10' 0 5 10 20 UNDERGROUND LOCATOR SERVICE CALL BEFORE YOU DIG. 811 HORIZONTAL- HAD 1983/1991 ' CITY OF R RENTON DATUM Planning/Building/Public Works Dept. SCALE 1 "10' �ppK INS h' o wAryf• CIVIL ENGINEERING o• z LANDSCAPE ARCHITECTURE Z' PLANNING 99 DESIGN SURVEYING ISTER ',��v IMONAI 12100 NE 195th St, Suite 300 Bothell, Washington 98011 425.885.7877 2/13/24 R-417927 IN COMPLIANCE WITH CITY OF RENTON STANDARDS CANOPY 4196 L/NCOLNAVENE, RENTON, WA 98056 GRADING DETAILS 1 �. O Z DATE. R 2113124 V FIELDBOOK: PAGE DRAWING NO: C3.34 SHEET: OF: 27 107 CONSTRUCT/ON RECORD DRA WINGS 0 17 Q Q) v M v -7- / 7-1 14¢_ 142.41 1,3. 6-552�� / _1422 143.22 6. 69 143 05 oI -0 ..67 ALLEY3 142.90 14 45 3.69 4X o 56969 142. 142.97 0.69 142.13 -_=J rr� Iv, 44-j T d' \i Z ` of 66f00.05, ALLEY 3 = 1 f 95.52, NE 407H ST 66 2 1 142.09 141.51 \ I ' 142.2 ° I 141.68 \ -------- -------------- FACE OF CURB ELEV (FL 0KINE) v (TYP) �¢o _140 i I r l GRADING DETAIL #7 SCALE 1 "10' 00 I I I 79.11 � ---- ' _ 79.15 � ic co 78.95 7-19 �5 1 as 79.01 h379.01-78- 78.32 7 MATCH ROAD 79.11 / I GRADE (MA TCH EX.) I I _ 97f00 I I � _ I _ I - � I - I I I GRADING DETAIL #10 SCALE 1"10' ASBU/LTNOTE THE ASBUILT INFORMATION DEPICTED ON THESE PLANS IS BASED UPON FIELD SURVEY INFORMATION PROVIDED BY CORE DESIGN AND SUPPLEMENTED BY SITE CONTRACTOR, GOODFELLOW BROTHERS, ON ✓ANUARY 29TH, 2024. GOODFELLOW BROTHERS INDICATES THAT THE DATA PROVIDED TO CORE DESIGN ACCURATEL Y REPRESENTS FIELD CONDITIONS ON THE DATE OF THEIR SURVEY. CORE DESIGN HAS REVIENED THE INFORMATION PROVIDED FOR GENERAL CONFORMANCE N4TIl THE DESIGN CONCEPT, AND TO THE BEST OF OUR KNOWLEDGE THE INFORMATION IS IN ACCORDANCE W771 THE OBSERVED FIELD CONDITIONS. 150 140 0 i 10*50.54, I3.00' RT ") 122.55 (PC) / .22LQ i 120 o \ 0*29.06,, 118 7 (� ) 117.76 (PT) 116.54 (PT) 116 116.54 115.41 (J14d) 117.14 15.28 (3/4 d) 35R L - - -15' LONG RAMP - I13.21 113.>8 114� P i h 0. 4 o 0 I3.14 (1/2 A) / ` / li / V t �0 - I13.10 109f 02.16, 111. 84 1 4 d) 1.89 RT i 110�-(PCB / i 110.95 , i 110.19 (PC) GRADING DETAIL #8 _ p --------- 60.48 / ----58----- 0.33 0 0.51 1.42' 60.6 j - - 59.80 n 1. 4Z 69 64 i i o/ INCOLN A VE NE GRADING DETAIL #9 SCALE 1 "10' TRANSITION CURB " / 40' WIDE RAISED- 1"' RAMP PEDESTRIAN CROSSING 8 j8' RAMP STANDARD TOP CURB- SLOPE=9.669 SLOPE=-M 4.85X SLOPE=5.89' _ _ - - - - -" - . STA. 18f28 . . ELEV-- 3.5" _---------- 140.19 1142.1,3 _ ___-- STA. 17-k 6" ------------- STA. 18f36.38 ELEV=�49 H _------- 5 OOq, STA. 18f28 ELEV 142.3> _----" STA. 17488 ELEV=139.61 RAISED CROSSING 59 STA. 17f73.30 TOP CURB SHALL MATCH ELEV=138.19 RAISED CROSSING SECTION SCALE 1 "2' I RAISED CROSSING i I G.D. 17 r G.D. #10 `(EYMAP LINCOLN AME NE .. 18 r. n wo - -- ff- 1 CONSTRUCTION RECORD DRAWINGS REVISION MEM 2/13/241 HHH LENN R SCALE. SPRAGUE P.L.S. DESIGNED: HOLLI HEA VRIN DRAWN: MARY MOORE ONE INCH CHECKED: AT FULL SCALE HOLLI HEA VRIN IF NOT ONE INCH BY DATE APPR APPROVED: SCALE ACCORDINGLY HOLLI H. HEAVRIN P.E. 150 Fri SCALE: 1" = 10' 0 5 10 20 UNDERGROUND LOCATOR SERVICE CALL BEFORE YOU DIG! VERTICAL• NAVD 1985 HORIZONTAL- HAD 1983/1991 DATU M CITY OF PRI RENTON vugv Planning/Building/Public Works Dept. �pK INS h' o wAryf• CIVIL ENGINEERING Z z LANDSCAPE ARCHITECTURE PLANNING 99 DESIGN SURVEYING ISTER ',��v A1WAL 12100 NE 195th St, Suite 300 Bothell, Washington 98011 425.885.7877 2/13/24 R-417928 IN COMPLIANCE WITH CITY OF RENTON STANDARDS CANOPY 4196 L INCOL N A VE NE, RENTON, WA 98056 GRADING DETAILS M N v M 0 1 0 Z DATE: 2113124 V FIELDBOOK: PAGE: DRAWING NO. C3.35 SHEET: OF: 28 1097 CONSTRUCT/ON RECORD DRA WINGS O v M v O NOTES A CURB RAMP WIDTH 4' - 0" MIN. LANDING TO MATCH A CURB RAMP WIDTH - SEE CONTRACT PLANS CURB RAMP WIDTH 4'- 0" MIN. 1. At marked crosswalks, the connection between the curb ramp and the road - LANDING TO MATCH CURB RAMP way must be contained within the width of the crosswalk markings. I LANDING I WIDTH - SEE CONTRACT PLANS Y 9 I GRADE BREAK I 2. Where "GRADE BREAK" is called out, the entire length of the grade break LANDING CURB RAMP GRADE BREAK between the two adjacent surface planes shall be flush. GRADE BREAK SEE CONTRACT PLANS - CEMENT CONCRETE SEE CONTRACT PLANS - I 4' - 0" MIN. SIDEWALK - SEE NOTE 5 I 3. Do not place Gratings, Junction Boxes, Access Covers, or other appurten- 4' - o" MIN. 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" SIDEWALK - SEE NOTE 5 (TYP.) SEE CONTRACT PLANS - MIN. SEE CONTRACT 4. See Contract Plans for the curb design specified. See Standard Plan * 4' - 0" MIN. * PLANS - 4'- 0" MIN. F-10.12 for Curb, Curb and Gutter, Depressed Curb and Gutter, and FLARE (TYP.) 3/8" EXPANSION BUFFER WIDTH - MATCH Pedestrian Curb details. JOINT (TYP.) - SEE Q, TO CURB RAMP DEPTH CURB RAMP STANDARD PLAN F-30.10 I 5. See Standard Plan F-30.10 for Cement Concrete Sidewalk Details. See 3/8" EXPANSION I (TYP.) JOINT (TYP.) - SEE l " i V Contract Plans for width and placement of sidewalk. STANDARD PLAN F-30.10 GRADE "' "' 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 .................... ......... * * * i� :... CURB, OR CURB CEMENT CONCRETE 7The Curb Ramp length is not required to exceed 15 feet (unless shown CURB, OR CURB otherwise in the Contract Plans). When applying the 15-foot max. length, AND GUTTER - AND GUTTER - I SEED NOTEA4 CURB - SEE NOTE 4 the running slope of the Curb Ramp is allowed to exceed 8.3%. Use a I 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 landing Over a horizontal distance of 15 feet. DO not Include the FACE OF CURB - SEE STANDARD PLAN F-45.10 FACE of cuR6 abutting landing in the 15-foot max. measurement. MEASURED PARALLEL C 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 7 1O CONTRACTION JOINT (TYP.) - SEE STANDARD PLAN F-30.10 Ramp Or Landing and there will not be material to retain. Z FOR CURB RAMP LENGTHS GREATER THAN 8'- 0" PROVIDE LU PLAN 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 1.5 OR FLATTER 0 4'- 0" MIN. 15' - 0" MAX. (TYP.) GRADE BREAK * DESIIGNTORMWORK (2% MANX.) D FOR SLOPE TREATMENT - SEE CONTRACT PLANS SEE NOTE 7 uo COUNTER SLOPE -• SEE STANDARD PLAN F-30.10 * GRADE BREAK 5.0% MAX. * * 7.5 / OR FLATTER RECOMMENDED FOR DESIGN/FORMWORK(8.3% MAX.) *=a TOP OF ROADWAY 9.5% OR FLATTER RECOMMENDED FOR * * * DESIGN/FORMWORK (10 % MAX.) LANDING CURB RAMP 4mm� PRESSED CURB AND GUTTER - 1 SEE STANDARD PLAN F-10.12 SECTION OA CFMFNT CONCRFTF CIJRR RAMP "TYPF CFMFNT CONCRETE M IRR RAMP "TYPF GEMEN I GUNGRE I E PERPENDICULAR "A" PAY LIMIT - SEE NOTE 6 PERPENDICULAR "B" PAY LIMIT PEDESTRIAN CURB - SEE NOTE 4 DETECTABLE WARNING SURFACE - SEE STANDARD PLAN F-45.10 3" R. TYP. DEPRESSED CURB AND GUTTER - SEE NOTE 4 CEMENT CONCRETE CURB AND GUTTER - SEE NOTE 4 CURB RADIUS DETAIL O FACE OF CURB 5 1f2' 1" 111 R. y - 7' r♦r 1 4 1 I TOP OF ROADWAY � r t CEMENT CONCRETE TRAFFIC CURB AND GUTTER FACE OF ADJACENT CURB - 5 1r2-� FLUSH WITH GUTTER PAN AT SIDEWALK RAMP ENTRANCE 1,12 1:24 TOP OF V2" R- ROADWAY � r t .6 T DEPRESSED CURB SECTION AT SIDEWALK RAMP$ 3+&' ISOMETRIC VIEW TYPE PERPENDICULAR A PAY LIMIT s' CEMENT CONCRETE SIDEYVALKRAMP VARIES OR LANDING FROM 1 6"TOD I 6• � r 3fil" PREMOL DED JOINT FILLER CEMENT CONCRETE PEDESTRIAN CURB AT SIDEWALK RAMPS AND LANDINGS FACE OF ADJACENT CUR13 SEE DEPRESSED CURB DETAIL THIS SHEET 124 TOP OF 1 T 1- In' R. ROADWAY 2" 1 I I DEPRESSED CURB SECTION AT RESIDENTIAL DRIVEWAYS ONLY. FOR COMMERCIAL DRIVEWAYS SEE STD PLAN 1041 FACE OF CURB FACE OF ADJACENT CURB ■ r p . +•' • GUTTER SURFACE • Imo`+ .•F PREMOLDED� JOINT FILLER E FULL -DEPTH EXPAANSION JOINT 1' R. TOP OF ROADWAY a 1 i I y a CEMENT CONCRETE CONCRETE TRAFFIC CURB DEPRESSED CURB DETAIL AT RESIDENTIAL OR COMMERCIAL DRIVEWAYS. AND ALLEYS GENERAL NOTES. 1. See standard plans 102 Sing 101.1 for curb oxpansion and Gantracti jDI+Ft *nclni 2" LVannon Joint sha![ be full depth, 31B" jln.) premaided Joint Filicl. 3. For Copressod Monoldhie Dfivoway Curb S Gutter Section, GBB Standard 3Kan 104.2 (PUBLIC WORKS SIEPART�fENS CI=MENT CONCRETE CURB1\ ASBU/LT NOTE ISOMETRIC VIEW TYPE PERPENDICULAR B PAY LIMIT v oY WASy7�c l.k� �p2 0 ; -160 2868a O �� Fir STEM S/®NA1, Zeller, Scott Jun 24 2016 7:20 AM PERPENDICULAR CURB RAMP STANDARD PLAN F-40.15-03 SHEET 1 OF 1 SHEET APPROVED FOR PUBLICATION Carpenter, Jeff J?41#1CCi , fiW Jun 29 2016 2 28 PM STATE DESIGN ENGINEER Washington State Department of Transportation r' RAISED EDGE DETAIL V-0, 5 SIDEWALK LEVEL ,t 1� EXTEND SIDEWALK TRANSVERSE 1'•0• V - a, V2' Ft. I JOINTS TO INCLUDE RAJSED EDGE 3I8•(IN) PREMOLDED JOINT FILLER TYPICAL WHERE APPLICABLE pN) ROU DING 2.0 •► v I 1 12• IN R ( ) R. (TYP.) FOR CURS DETAILS • • 1.5% SEE STD PLAN 101 1'(IN)R. �f•�\N �" •S••r ... STING ROADWAY CRUSHED ROCK BAS , SEE RAISED EDGE 1' -0" SIDEWALK DETAIL -THIS SHE `TYPICJLL UNDER CRUSHED SURFACING TOP COURSE(CSTC) ALL` UT MIN. SIDEWALK OMPACT TO 95% MODIFIED PROCTOR SLOPES WITH RAISED EDGE UNLESS REQUIREMENT WAIVED BY ENGINEER) 12• (IN) R. (TYPJ TYPICAL UNDER ALL CURB, GUTTER d SIDEWALK CSTC UNDER i.016 1 FOR CURB DETAILS CURB d GUTTER TO BE E THICKNESS OR SEE STD PLAN 101 MATCH EXISTING ROADWAY CRUSHED ROCK Vi Oa pN�t1iR • • •.• .. r;r BASE, WHICHEVER IS GREATER MM. FOR ALL CURB a GUTTER). -�Ay'• • • FINISHED GRADE 1• (IN) BELOW 1 TOP OF CONCRETE SURFACE i 2'-0' SIDEWALK ADJACENT TO CURB ''11 0. MIN 112• (IN) R. (TYP.) JR.UDING 1 FOR CURB DETAILS _2.0% r 14% SEE STD PLAN 101 " r•`' BRIDGE OR PEDESTRIAN 5 RAILING -1-1 ) ADJACENT TO CURB Fort cuRe DETALs BARRIER -SEE SIDEWALK SEE STD PLAN 101. (STEEP FILL SLOPES) CONTRACT PLANS-\/---NJALL OR BARRIER / 112• (IN) R. (TYP.) / I SIDEWALK FLUSH VERTICAL WALL - r , SEE DETAIL • - - ; B 378' (IN) PREMOLDED JOINT FILLER , ADJACENT TO CURB AND RAILING OR WALL B" (IN) PREMOLDED JOINT FILLER FOR SIDE STRIP TREATMENT SIDEWALKSUFFER SIDEWALK ADJACENT TO WALL DETAIL (SEE NOTE 10) SIDEWALK SECTIONS 1/2" (IN) R 1 (TYP') FOR CURB DETAILS 1.5%MIN. SEE STD PLAN 101 ,P. \ GROOMED FINISH OR MATCH EXISTING • 0" 5• �� TROWELED PERIMETER FINISHED GRADE V (IN) BELOW TOP OF CONCRETE SURFACE FOR PLANTING -FLUSH IF PAVED 0, DI 10 61, ADJACENT TO BUFFER STRIP (E �., CEMENT CONCRETE CURB (CURB AND GUTTER SHOWN FOR CURB DETALS UNDISTURBED NATIVE VEGETATION UNDISTURBED NATIVE SOIL REINFORCEMENT SCHEDULE EXPOSED WALL REINFORCEMENT REINFORCEMENT HEIGHT HEIGHT "H" LAYER NO. TYPE LENGTH"L" (FT) 2 FT NO REINFORCEMENT NEEDED 3 TO 4 FT MIRAFI 5XT 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) N S. Q OF WA, 47016 ►STEM INAL FENCE/RAIL WHERE REQUIRED n I KEYSTONE COMPACT BLOCK OR EQUAL I I 8"1 D BLOCK (TYP.) I I II TRACT G I 12" MIN. COMPACTED 1/2" TO 1" CLEAN CRUSHED ROCK NO FINES (TYP.) 1 I I- - - - - - - - - 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. _ _ _ _ _ _ -PLAYER 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 1A'(MINJ----------- 5) GEOGRID SHALL BE INSTALLED BEHIND WALL WITH MACHINE DIRECTION (STRONGEST AXIS) PERPENDICULAR TO WALL.6. r' 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 FWT COVERING WITH STRUCTURAL FILL. COMPETENT NATIVE SOILS OR STRUCTURAL FILL TO BE VERIFIED 5/8"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. KEYSTONE COMPACT BLOCK WALL 9) KEYSTONE BLOCK ® WALL ASSEMBLY TO BE COMPLETED PER MANUFACTURERS SPECIFICATIONS. 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. ,,,,,,., - PLANTING 3ED5IUNDISTURUEQ UNDISTURBED TURF(LAWN)AREAS, VEGETATION, SEE NOTE 1 SEE NOTE 1 I'll .I'll 111 I II I GRASS: SEED OR SOD iiI 0' I.4 I1 i_ �, y-1..T• J11E' f� .._ / UNDISTURBED NATIVE SOIL OPTION 1 - NO DISTURBANCE PLANTING BEDS i IJRf ILA4'JN? AT;LAS 3"4` ARSDRIST WOOD CHIP MULCH, // � lj r SEE 51'tl. PLAN 262.6G 0„ GRASS' SEED OR ^aODPAR a II II I III I JIIIII 3" OF COMPOST INCORPORATED I I 1.75' OF COMPOST 111NICORPORATED INTO INTO 5"OF SITE SOIL (TOTAL ._ �) {-• l 625" OF SITE SOIL ITOTAL AMENDED DEPTH AMENDED DEPTH OF D.5', FOR A - - I I ^^ I •') - ! OF 9.51, Fdt A SETTLED DEPTH OF a-) SETTLED DEPTH OF B- I l ll••11= - - a"1- � 113 -, SUBSOIL SCARIFIED 4' BELOW SLIBSOFL SCARWIEb 8' BELOW r- rl.'� COMPOST AMENDED LAYER COMPOST AMENDED LAYER �•r ( I2' BELOW SOIL SURFACE) (12- BELOW SOIL SURFACE( 0 s / SEE STD PLAN 101 � 0"- ' 3'<' AiiBORIST WOOD CHIP 5 06 MULCH, SEE STD. / PLAN 2SZ,50 NOTES 1. Four feet of the sidewalk width shall be the minimum pedestrian• CONTRACTION JOINT IN ONLY►J • • •' accessible route (PnR; free of vertical and horizontal obstructions. Gratings, , ► • �• ro : ►' • ; R 13" IMPORTED TOPi MIX Covers,JunctionBoxes Boxes, FULL -DEPTH EXPANSION JOINT IN BOTH , • (C4h1 Cable Cable Vaults, Pull Boxes and other �- `lk> CURB AND SIDEWALK (SEE STD PUN 101.1) DEPTHy appurtenances within the sidewalk must be Hush with surface, and match grade of the sidewalk. -sue � 3J8 JOINT AND FINISH DETAIL C CONTRACTION JOINT 12, OPTIONS 2, 3, AND 4 - AMEND IN PLACE OR STOCKPILE AND AMEND PLANTING BEDS _ 7 URF(L.AWN) AREAS 6" 2. Monolithic Cement Concrete Curb and 7. • rJ '• �' • �� T ilk' Sidewalk Is not permitted in new For other referenced NOTES see • r ' ••• R °; SU2SOLL Is - construction. When replacement work STD PLAN 104.2. • SCARIFIED S' _ necessitates aMonolithicCement Concrete Curb build per WSDOT PREMOLDE Standard Plan F-30.1 G-03. Paved surfaces must comply with JOINT FILLERE FULL DEPTH BELOW IMPORTED TDPSOfL MIX = - - I - r- 3. Concrete to be 4,000 PSI. STD PLAN 102.1 as applicable. EXPANSION JOINT STD. PLAN - 101 • PUBLIC WORKS CEMENT CONCRETE STDPLAN - 102 ' DEPARTMENT SIDEWALK PUBLIC WORKS � � DEPARTMENT f 4-41 t 0111 THE ASBUIL T INFORMATION DEPICTED ON THESE PLANS /S BASED UPON FIELD SURVEY INFORMATION PROVIDED BY CORE DESIGN AND SUPPLEMENTED BY SITE CONTRACTOR, GOODFELLOW BROTHERS, ON ✓ANUARY 29TH, 2024. GOODFELLOW BROTHERS INDICATES THAT THE DATA PROVIDED TO CORE DESIGN ACORATEL Y REPRESENTS FIELD CONDITIONS ON THE DATE OF THEIR SURVEY. CORE DESIGN HAS REV/ENED THE INFORMATION PROVIDED FOR GENERAL CONFORMANCE N4TH THE DESIGN CONCEPT, AND TO THE BEST OF OUR KNOWLEDGE THE INFORMATION /5 IN ACCORDANCE WTH THE OBSERVED FIELD CONDITIONS. UNDERGROUND LOCATOR SERVICE CALL BEFOREq YOU DIG! 1 1 CONSTRUCTION RECORD DRAWINGS REVISION wbm ii n U1 �rr4�11LJ1•I+R �-. • I � u P y L ion oil lcn 41•�� !!E rr+al • dM1+a 7 Alin n 3dr CEmnuc�m mr fSl „rile i�i>'ea• r•�a+lir•�r • I • {a}•iirirl a+rt � • } �Fit:•'�IPrYJ.�R/I�ITNPF nFlf �S'1014i T4 ta7.91 nti�M7Mr dl!•�f7+%"�• Cl�. a i I �Ip rr rr��L. Wl 7O RMoo ,Ir •+M,,• .: �'�, r 3lfw' iov '' 4ryl� R IrH lIC�1 raL �1sIQ 7T L•A.Yl7 area, piI [1s P6 rLM 1Q• dl'ZIDII + rAtw�11 L a arm. a x°P! L 'L.h Lerr•.,.•rrr� �.�-w - - ai rwL�lEino•r.•e�l•R1L 11. 1y4 r w F•F� . ._F. ..• as IF *Lik GRASS; SEED OR SOD NOTES: 1. AREAS OF NO DISTURBANCE TO BE FENCED AND EXISTING VEGETATION AND SOIL TO BE PROTECTED FROM CONSTRUCTION MPACTS. 61 IhTI'9f(7ED�'� TOPSOIL MIX GENERAL NOTlS: scam"r•' 1COMPAGTED DEPTH) 1. TO MEASURE SETTLED DEPTH, WATER SOIL SUFFICIENTLY TO FULLY SATURATE WITHOUT CAUSING EROSION SUBSOIL IS 2. COMPOST TO MEET STD. PLAN 2d2.11 SCARiFIF❑ 8" BELOW IMPORTED 3. COMPACTION OF TOPSOIL (WHERE REQUIRED) TOPSOIL MIX TO BE TO 85% OF STANDARD PROCTOR. 4. SEE CONSTRUCTION PLANS FOR SPECIFIC PROJECT REQUIREMENTS. UNLE% OTHEI✓WISE Ni 00.AWING 15 NOT T4 SCAL.E (NTS) STD. PLAN - 264.00 P`Ugj•JO WORKS -AP-Pi SOIL AMENDMENT SECTIONS GAZ �Izslzozs * DEPARTMENT DATE MEM 2/13/24 HHH LENN R SPRAGUE P. SCE. AS NOTED DESIGNED: HOLLI HEA VRIN DRAWN: MARY MOORE ONE INCH CHECKED: HOLLI HEA VRIN AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY BY DATE APPR APPROVED: HOLLI H. HEAVRIN P.E. VERTICAL• NAVD 1985 HORIZONTAL: HAD 1983/1991 DATUM lacc, mcnin3) T'yPE P 10 = I I► TAIr° tJipi.' �Ief� 51151 N 11AL , V417 •1 II I: F f I FL L CEMENT NCRETC ORFVEMIIIJl Y ENTIRANCIE - TYPIM R-18 CITY OF- RENTON Planning/Building/Public Works Dept. CIVIL ENGINEERING LANDSCAPE ARCHITECTURE FOR NOTES 41U Fi 11_- 4 PLANNING DESIGN SURVEYING Silli pIAN- 104 1 12100 NE 195th St, Suite 300 Bothell, Washington 98011 425.885.7877 PPRw�a: R-417929 LF IN COMPLIANCE WITH CITY OF RENTON STANDARDS CANOPY 4196 L/NCOLNAVE NE, RENTON, WA 98056 ROAD STANDARD DETAILS M O N v M O O O Z DATE: 211.3124 V FIELDBOOM PAGE: DRAWING NO: C3.41 SHEET: OF: 29 107 CONSTRUCT/ON RECORD DRA WINGS O O `O O v FACE OF BARRIER SHOULDER SEE W - SEE TABLE �CONTRACT 6 x 12 BLOCKOUT 12" 6 x 8 TIMBER POST, OR (SEE NOTES 3 & 4) ACTUAL SEEL POST W6 x 9 (SEE NOTES 1 & 5) BEAM GUARDRAIL TYPE 31 NOTES 3'- 1 1/2" 6'- 3" 1 6'- 3" 5' - 3" 1. Refer to Standard Plan C-1 b and C-20.11 for additional details not shown on this plan. 2. Extend shoulder pavement to provide a base for the extruded curb. See Contract Plans for exceptions to ' distances shown. iv MID SPAN GROUND LINE SPLICE 3. Use a single block or combination of blocks (no more than two (2) to achieve the actual 12" (in) offset. J See Standard Specification, Section 9-16.3(2). Wood blocks shall be secured to the posts with anti - TYPICAL ELEVATION 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. 4 1/4" 1 , , 3' - 1 1/2" 1 6'- 3" 1 T - 1 1/2" 1 SLOPE BREAK - 4. Wood blocks are shown. Blocks of an approved POINT (TYP.) alternative material may be used. See Standard SYMMETRICAL SLOPE- (TYP.) ABOUT Specification, Section 9-16.3(2). SEE TABLE 5. All posts for any standard barrier run shall be of the same type: timber or steel. 6. Attach blockouts to steel posts using bolt holes TYPICAL SECTION -WITHOUT CURB I , on approaching traffic side of post web. (6' - 0" POSTS) 2" (TYP.) 7. Anti -rotation holes in steel posts are not required 3/4" (IN) x 2 1/2" (IN) TYPICAL RAIL ELEMENT when using blocks with anti -rotation features RAIL ELEMENT 60 SLOT (TYP.) qC 12 (e.g., routed blocks). 6 x 12 BLOCKOUT TUAL 1/4" (IN) OR 13/16" (IN) DIAM. HOLE FOR ANTI -ROTATION 16d NAIL (TYP.) 1 1/8" ANTI -ROTATION (SEE NOTE 4) ! NAIL 16d (TYP.) v (1/4" DIAM. HOLE SHOWN) 6 x 8 TIMBER POST OR (SEE NOTE 7) Q W6 x 8.5 OR W6 x 9 STEEL r r 5/8" (IN) RECESSED 3/f6a . ! i�-_._._-_ W6 x 8.5 x 6' (FT) OR HEX NUT (TYP.) POST (SEE NOTES 1 & 5) W6 x 9 x 6' (FT) LONG Z STEEL POST 6 x 12 BLOCKOUT (TYP.) O i, (SEE NOTES 1 & 5) `• (SEE NOTE 3) I= 5/8" (IN) x 14" (IN) BUTTON HEAD BOLT 3/4" (IN) DIAM. HOLE _____ '�' `V'� :'o••':.:>' W WITH 7/32" (IN) OVAL GRIP AND THROUGH BLOCK FOR j T j CUT WASHER ;• o;! RECESSED HEX NUT (TYP.) STEEL POST ATTACHMENT d', (TYP.) 0 (SEE NOTE 6) 3/4" IN DIAM. HOLE THROUGH ANTI -ROTATION ( ) 5/8" (IN) x 14" (IN) BUTTON BLOCK FOR TIMBER POST 3/4" (IN) OR 13/16" (IN) DIAM. 5/8" HE 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 (V 10 : 1 OR FLA BARRIER NSHOULDER W -SEE TABLE 6 x 12 BLOCKOUT 12" 6 x 8 TIMBER POST OR M (SEE NOTE 4) ACTUAL W6 x 8.5 OR W6 x 9 STEEL POST (SEE NOTES 1 & 5) O PERMISSIBLE CURB PLACEMENT AREA (SEE NOTE 2) FACE OF GROUND LINE CURB LIMIT 1 = SLOPE BREAK 10 : 1 OR FLATTER POINT SLOPE - SEE TABLE EXTRUDED CURB TYPE 1, 2, 3, 4, 5, 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) MaxiForce m Collapsible Bollard Standard Body, Wrench Operated, Standard Style 3 Head, EZ Base 6" Grade 39 5/8" Overall Height J d p 7 5/8" BelowGradeD SLOPEIEMBANKMENTTABLE FOR STD. 6' POSTS SLOPE W (FT) 2H : 1V -.1. -ER 2.5' MIN. STEEPER THAN 2H : 1V BUT NOT 4.0' MIN. STEEPER THAN 1H:1V TIMBER POST �WCK (SEE NOTES 1 & 5) pV WAS/�rj�®!�T (SEE NOTE 3) ANTI -ROTATION ��`= `'O. = J NAIL 16d (TYP.) ° ®'nLc 'l'c�CISTERFY `�W J ANTI -ROTATION 6 x 8 TIMBER POST OR NAIL 16d (TYP.) W6x8.5OR W6x9 STEEL POST (TYP.) (SEE NOTE 3) RAIL ELEMENT (TYP.) 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 TYPL_�A; 7-1/2" X 7-1/2" PRESSURE TREATED CEDAR POST 1/2" @ 45" CHAMFER ALL EDGES— (2)#4 HORIZ. TOP & BOTTOM & (2)#4 VERTICAL (PER SIDE) 1/4" CHAMFER CRUSHED SURFACING TYPE 'B' 1" 0 45' CHAMFER ALL AROUND TOP PAINT TOP 5" WHITE ALL AROUND REFLECTIVE MARKER (TYPICAL BOTH SIDES) 1" DEEP NOTCH ALL AROUND 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 • CONCRETE 51DEWALK 1 g�. 12" ,�"/ :�:\ ssjONAL NOTE: ✓.� O�OF�� 2020.08.27 2'' MINIMUM CLEARANCE BETWEEN REBAR 09:46:04-07'00' & CONCRETE SURFACE. 5/8" (IN) x 22" (IN) BUTTON HEAD BOLT BEAM GUARDRAIL TYPE 31 REMOVABLE WOODEN BOLLARD WITH 7/32" (IN) OVAL GRIP AND RECESSED HEX NUT Y ADOPTED p� G (TYP.) n CITY OF RENTON STANDARD PLAN C-20.10-06 ♦ + 'ALS' STANDARD PLANS SHEET 1 OF 1 SHEET N IV O� LST DATE: 04/04 APPROVED FOR PUBLICATION ISOMETRIC VIEW Date: 2020.09.16 nwr,, NIAAAP• 14n'71 Gp PA(,P. Hn71 09:51:38-07'00' STATE DESIGN ENGINEER Washington State Department of Transportation 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 EZ Base may be cast in place (no tripping hazard) or - nc+�llorl In enn.... flllo.t 4.nloc Patented break -away design allows instant emergency access without a key. This unit can be pushed over with the bumper of a vehicle. SS3 Head IB IC Low Maintenance /Durable steel construction Shallow installation depth ism One year warranty / Protected by $1,000,000 in liability insurance • O • • great for use in parking decks, No complex assembly required in the field over shallow utilities rocks, Custom sizes, options, colors and finishes available upon request in foundations or anywhere Finish options available (add code to the end of the minimal ground penetration model number) a Clearance is required. Powder coated (PC) P Powder coated with DRYZINC primer (PCZ) Hot dip galvanized (G) Bollard Assy. Weight Base Weight Maxi Force m Traffic Control Bollards Hot dip galvanized & powder coated (GPC) 56 Ibs 5 Ibs Reflective tape available upon request ummng Rev. created 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 THIS DRAWING CONTAINS PROPRIETARY INFO MATION OF BLUE EMBER I.I.C. ANY USE OF THIS DRAWING OR THE WCHNOLOGIES, Model MCSW-SS3-EZ INFORMATION CONTAINED HEREIN FOR OTHER THAN IrE PURPOSE FOR wHla rHls DRAwIrvG Is Size File Name MCSW-SS3-EZ FURNISHED IS FORBIDDEN. C SCdIe NA DO NOT SCALE DRAWING Sheet 1 Of 1 1 2 3 4 ASBU/LT NOTE THE ASBUILT INFORMATION DEPICTED ON THESE PLANS /S BASED UPON FIELD SURI/EY INFORMATION PROVIDED BY CORE DESIGN AND SUPPLEMENTED BY SITE CONTRACTOR, GOODFELLOW BROTHERS, ON ✓ANUARY 29TH, 2024. GOODFELLOW BROTHERS INDICATES THAT THE DATA PROVIDED TO CORE DESIGN ACORATEL Y REPRESENTS FIELD CONDITIONS ON THE DATE OF THEIR SUPVEY CORE DESIGN HAS REW-HED THE INFORMATION PROVIDED FOR GENERAL CONFORMANCE Hf77/ THE DESIGN CONCEPT, AND TO THE BEST OF OUR KNOWLEDGE THE INFORMATION lS IN ACCORDANCE N4TH THE OBSERI/ED FIELD CONDITIONS. UNDERGROUND LOCATOR SERVICE CALL BEFORE YOU DIG! 1 1 CONSTRUCTION RECORD DRAWINGS REVISION IY4" MIN. 0 AND 2" MAX. 0 CIRCULAR GRIP SURFACE 12" MIN. NOTE: TOP AND BOTTOM EXTENSIONS SHALL RETURN TO WALL, GUARD, OR 00 LANDING SURFACE I r7 STAIR DETAIL 1-1/2" = V-0" SITE STAIR NTS MEM 2/13/24 HHH LENN R SPRAGUE P.L.S AS NOTED DESIGNED: HOLLI HEA VRIN DRAWN: MARY MOORE ONE INCH CHECKED: HOLLI HEA VRIN AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY BY DATE APPR APPROVED: HOLLI H. HEAVRIN P.E. VERTICA : NAw 1985 HORIZONTAL HAD 1983/1991 DATU M SECTION OVER 6'-0" OVER 6'-0' 2"0 EXTRA STRCNG TO 7'-9" MAX. TO 7'-9" MAX. STEEL PIPE POSTS 11'IAX. 6'-0" MAX, 2"0 STD. STEEL PIPE POSTS 2°0 STD. STEEL PIPE-WE10EO JOINTS I A 1'-9" 1-1 /2"4+ STD. S EL PIPE 3• -8" --- c.W. CONC. CL3000 ' _ S" , J, ! COMPACTED SUBGRADE 8"(TYP) A COLD JOINT WHEN NOT CONSTRUCTED €NTEGRAL WITH CONCRETE WALK SEE DETAIL A #4 REINFORCING U BAIL AT EACH 12' MIN CONCRETE WALK GROUT POST -SEE DETAIL WIDTH AS SPECIFIED •� - 1 J 1�' �� - r:J�#�r�ti1� 8' 4�" DIA. 15 GA. GALV. t $ d,r 411 STEEL SLEEVE COMPACTED SUEGRADE TEGUL MINERALEAD OR EPDXY GROUT S. MIN. SF,_�ON A- A ❑ETAIL A NOTES: 1. RAILING SHALL BE HOT DIP GALVANIZED AFTER FAGRICATlON- 2. ALL POSTS SHALL DE PLUMB AND RAILS PARALLEL TO GRADE. 3- PIPE MATERIAL SHALL CONFORM TO ASTM A53. d. REINFORCING STEEL ASTM A515r GRADE 60- '�.-0" YR Of' -TAIL B NOT TO SCALE 1-10 STEEL PIPE HANDRAIL O FOR MDEWALK O f Y ADOPTED *� CITY OF REN"M + + v, ,S STANUARP PLANS �1 LST DATE:04/04 l .._� ...-.-...-... ,.. ....-..-. , f'SWT AiGAdC• a••irl�a �Ca Ctnf:F• I-!!5?a n� Adoftk CITY OF- RENTON Planning/Building/Public Works Dept. DO WNTO WN BOL LA RD NOT TO SCALE CIVIL ENGINEERING LANDSCAPE ARCHITECTURE PLANNING DESIGN SURVEYING 12100 NE 195th St, Suite 300 Bothell, Washington 98011 425.885.7877 R-417930 IN COMPLIANCE WITH CITY OF RENTON STANDARDS CANOPY 4196 L/NCOLNAVE NE, RENTON, WA 98056 ROAD STANDARD DETAILS O Z DATE: 211.3124 V FIELDBOOM PAGE: DRAWING NO: C3.42 SHEET- OF: 30 107 CONSTRUCT/ON RECORD DRA WINGS 9 ASBUIL T NOTE THE ASBU/L T INFORMATION DEPICTED ON THESE PLANS /S BASED UPON FIELD SURVEY INFORMATION PROVIDED BY CORE DESIGN AND SUPPLEMENTED BY SITE CONTRACTOR, GOODFELLOW BROTHERS, ON ✓ANUARY 2917; 2024. GOODFELLOW BROTHERS INDICATES THAT THE DATA PROVIDED TO CORE DESIGN ACCURA TEL Y REPRESENTS FIELD CONDITIONS ON THE DATE OF THEIR SURVEY. CORE DESIGN HAS REVIEWED THE INFORMATION PROVIDED FOR GENERAL CONFORMANCE WITH THE DESIGN CONCEPT, AND TO THE BEST OF OUR KNOWLEDGE THE INFORMATION IS /N ACCORDANCE WITH THE OBSERVED FIELD CONDITIONS. SEE SHEET C4.02 00 7 35.3LF \ I M 36tF 12" PVC 6" CLEANOUT PER CITY 120 ® 40.1706 OF RENTON STD DTL I 226, O 110 - Q SHEET C4. J7 TYP a a00 �� ° _ STA. 13f21, 1315 RT 110 STA. 13- e 15, f1, 1 22.25 L T � ,o • • • TYPE 1, ��' TYPE 2-48; RIM A4;* 101.64 'moo �o�� _ RIM 46-L;2zq4 101.84 CATCH BASIN TYPE 1 ' (SE)9 ' a a ° PER C. O.R. STD PLAN 200.00 V 12" 1E OUT 96 7 (SW) 96.84 = JV - - 12" lE /N 97 b a 15 STRUCTURE SETBACK 4" IF 9784 O 12" If IN 0- (NE)"06 2/ ATE 4 _ _ ° �.. a ° : SEE SHEET C4.36 (TYP) q . ' ° • a ° 'a .• a ° • i a .. d I FROM SENS/T/l/E AREA. �° "X 18" lE OUT �JEBB- (W)r- 5STA. 30f50, 6.50 RT °••\ - a •a 4" WAL �� /TYPE 2-48 , ... a : • TLAND M/ GA ON L ORA/N II(� PLAN. TA 12f79, 12.25 RT RIM 666t 88.61 d a' (TYP) RIVATE I IJJUU TYPE 1L, - 12" lE /N �3 (SE) 82.59 :: a � � �'0 g A / / c_ r✓ .� ° • � 32f00 J STREET LIGHT �y' RIM B639.96.37 8" lE /N -8�� (E) \82.59 . - -I - -- - - _ _ _ _ 33f00 -- - - - - - - - - - - SEE LIGHTING PLAN I I 18 /E /N 59• (E) _ 12" IF OUT apm (W) 2, j ,- v _ 117.1LF EF 12" PVC RIVAT -- 000 (TT) i 18" 1E OUT 9 : J9- (W)9 \ �I _ ®0-85W; 0. 47 ' v 'moo _ J�28LF 12 T - 1Eb ° 100 �I I TR. `( 00597 PRIVA � (OP. P) 1R�3 • ' CB CB PRIVATE 0 pp 6 ��PRIVATE 31 STA. 12f45, 13.15 RT YARD DRAIN 12P 1 I N P STA. 32+13, 6.50 RT STA. 33+30, 6.50 RT I PROPERTY Q TYPE 2-48, oa FOR TRACT ✓ �29 CB 29 PRIVATE , ALL STORMWATER FEATURES RIM 3'z?--05 92.00 `v DRAINAGE � 0.0 STA. 31f59, 6.50 RT TYPE 1, TYPE 1, j 15 STRUCTURE SETBACK LINE (TYP) Q 17 RlM 33 9790 --RIM 484-48'104.46 I FROM SENS/T/l/E AREA. Q (DETENTION FACIE TIES, WATER 18" If /N $5�� (E)85.60 ° � �� » PSG @ CB 28 'RIV TYPE 1, 12" lE OUT gee-ee- N QUALITY FACILITIE , 12" IE /N (N) 85. 4•� C - 53• 12 ` - 12 /E /N94 60 (S) 93.7 O100.11 SEE WETLAND MITIGATION ° STA. 31f04, 6.50 RT RIM CONVEYANCE SYS EM, ETC) " 2 � � / / " �594.88 12" lE OUT �68 N 93 4 /E 100.4 1 �� � - � PLAN. Q 18 IE OUT -� (SW) 8 . II p TYPE 1, 12 /E /N �0• (5) O SEE SHEET CA 10-C4.12 � SHALL BE PUBLIC NNESS NOTED `0.05021 RlM 3 6c'} 91.98 12 /E OUT �938- N s FOR STORM SERWCE OTHERWISE. I \ c1, O _ Z I t PROPOSED FINISH Q TR. J 12 /E /N 67 (S) 87 90.48 3 4 - - LINE- DESIGNS (TYP)PRIVATE I EX GROUND - -- GRADE CONTOUR Q CB 6B a . CB 5�(oP sP) \ 12" IF OUT � (NW) 2 _ - -_ \ 6 / CONTOUR (TYP) (TYP) CB 7 46 14 00 L T J STA. 12+45, 12.25 L T \ .o _ I V TYPE 1, \ °" 90 c STA. 11+67, 11.J5 RT CB 4 \ 6'%8" CLEANOUT PER CITY TYPE 2-48,' SOLID ROUND LID R/M�9E 92.01 \ . �•j � TYPE 1L, STA. 1>f45, 11.35 RT RIM 90 779 90.22 „ ,�. OF RENTON STD DTL 226, 12 /E OUT -86 6B- (5) \ a� ! ' RIM - � 81.89 TYPE 2-48 ; VANED GRATE \ \ SEE SHEET C4. 37 (TYP) 8" 1E IN 7 . 3 (SE) 79.49 87.19 \ , 18" 1E IN �i?50- (ME)77.19 RIM �9 li' 78.99 6" lE /N -88 3,r (E) 79.84 0 PROPERTY V % 0� :. 12" IE /N CID L 7 (E)77.79 ° 43.4 LF 8 PVC ®00793'RIVATE Q L/NE (TYP) / y0 �� 18�� lE /Nz (NE) 72.39 a / ASBU/L T 8 /E OUT'fzr (N)79.47 18 /E OUT TSB- (SW) a 12 /E IN7 (NW 73.39 a °° / p » ) ° ° / OUTFALL 45A PRIVATE 8 /E OUT fzr (W)79.61 J ; r ` Li V 24 /E OUT (S) 71.99 qo A UL T A CCES RD / 8" /E 74.12 ASBU/LT i •' � . _ 71 OU _ - - h TYPE II W/BIRDCAGE ' ' • c _ \ SEE OUTFACE PROF/LE, ' \\ / SHEET C4.26 0 RIM EL=73.46 TRACT G BEEHIVE GRATE ADDED TO ,o O 24 DI(W)IE=70.01 ASBU/LT (NGPA) ill c� a � � YARD ORA/N � 6 END OF OUTFACE 50A FOR TRACT K ® l ®�`� WETLAND 'B"• ASBUILT Q TRACTA o . °: DRAINAGE » Pvc Q ,••OUTFACE 45A (sroRM/OPEN sPACE) •��,c2 » 6 ;; z TE ,� ARMORED SLOPE AND Q PROPOSEDG t�� - CB 3B , • DITCH INSTALLED l 1 , Q 10' UTILITY ESMT CB 114B 1225 LT - - - �o , Q� �y6� j 0.0509 \ z , ' sETA. �1+26, 6.50 RT _ _ .OUTFACE 50A ASBUILT �V (T ) TYPE 1, ' - - �� a �, 9 4LFii CB ✓ - Ess> R/M 682.68 ^ 12 lE /N ��F (W)_ .. _ � � EX TREE • STA. 70+54, 6.50 RT 7327 TO BE SA l/ED RIM �9-FB- 78.97 p °a �F 24 PVC 12 /E OUT (N) 0 12 /E OUT B- (SE) �o ®B B�F1 24" lE 70-00- TYPE 2-48'; VANED GRATE TRACT H 78 � ° STORM OPEN SPACE \ 74.22 � � a � ° 71.3s' -RIM �2-75.89 ( / � -- (TYP) , ;;,' „ / -1 /\ a. 0.0096 \ = 6" If /N 7.60- (NE)72.94 SOUTH STORM VAUL T s W 12" lE /N �F0-(5) 72.19 - - SEE PLAN & DTLS, SHEETS G'B L�5 PRIV E ° ° tj ,p a I I 24 lE /N 0- N ' .64 CA a ROCK LINED OUTFACE PAD EX SHED () STA. 72f35, 34.00 RT (APPROX ¢ �10 NORTH STORM VAULT 10 18" PVC ° \ 24" lE OUTFB• SW 71.44 TYPE 1, a ° _ 1' THICK x 7' W/DE x 8' LONG_ SOLID LOCK/NG LID ( ) SLOE ARMORING ROCK LINING SHALL MEET THE SEE VAULT PLAN & OTLS, ®9.fh900• Xo , ;�� -dG�RIM $?�.r 80.86 OCA TlOIV) SHEETS C4. 31-C4. 32 0. 0802� ° . \ , ,18" If 64 OP 64. 02 =� � 8" lE /N �i?66 (E) 77 � INSTALLED ❑ SPEC/F/CA TIONS OF THE 2017 s 18 /E ,, ; » o ss - RSWDM SECT/ON 4.2.2 AND E---------------!-------- 56.00 , °. \ CB 43B = �� / / 8 /E OUT 7 (S>7756 ss "- - - - - - - - __j _ / e '• . ------------- TABLE 4.2.2A. �------------- - � STA. 10f69, 12.25 RT � / o ° / 263�F » / �97Q c SEE SD-1 PROF/LE, � TYPE 1, / _ � • �/ _ o� 26'f SHEET C4.26 0 R/M - z�4tF 12 DI £9.-3;z69.39 � '� '.: v � �6 ®B BBEr0.0236 0/ 10 '' ' 12" 1E OUT fr�9 W EX GARAGE co O 66. \/ - ---- -------- 24 i 9 �p0 / (APPROX - o .. a .9tF 12 CPEP j ago.,• !' ® o CB 2B \ , / \ STA. 98+21, 15.24 L T 18" TYPE 1, INLET, IE 9850 58.47 � 19`� » ,6L pEp : � __ 1 , •� 12" 1E OUT z5t16 (NW)57.03 O 0 O.O i4 - CB 4/ \ \ \ 6 /E 57.28 a � � _ - - oN" 25 - a - - + 15 LT ° C UC7ON - P_ - .v • V , • �•.R . ,•ti.•• •. ;�;.'' � .. ' . ° ONSTR r� " TYPE 1, \ 14 LF ® 0.0275 � CENTERLINE _ _ TY Q �, � RIM �B6 74 • 30LF 18" DI '� ° •� • ° •• - " a �-ss / /I j-OUT� PROPER • • 49.1LF ®g-g¢g6 ' • �• •' '• o'• 12 /E 5E.-BB a �� I 12 /�9 (E) ° 0.0503 55.96 10"/E 57.2 ------ ys-- - 14.9LF CB 2A, TYPE a-48" 0 -9 LINCOLNA VE NE STA. 98+06.89, 19.30 L T - 0.0555- RIM 58.25 00 - --I - - 10" /E /N 56.80 (N) I so \ 93f 00 W12" /E OUT 56.70 (W) I �, m 11.1 LF 12" D/ CB 2 000225 STA. 98+07, 7.17 L T L44TYPE 2-48" VANED GRATE _ RIM 5995 59.70 -�"o Ho - lu 18" If /N 5&-62` - (SE) 56.00-"o"o \ 12" lE /N 5�2 (SE) 24" lE OUT 96 A? (N)56.00 �00\ 12" It - 73.89 o LINE (TYP) _ \� Q P J o��-�z L m �M STANDARD NOTES o a CD J F F-- w o � cn � w Q J � � m . s / o m w U Of N88'14 06 W 12.76 ' .oH CB 44 / 1. ALL STORM FRAMES SHALL BE VANED GRATES PER C.0..R W o Z Q r � Z 0 0o Q o i Q �' o - STA. 100f52, 11.57 L T STD DTL 204.2 UNLESS OTHERWISE NOTED. SEE DETAIL z °° " w 0 94+0 TYPE 1, SHEET C4.37. CD °° J > _ „ Q =W Z n j - - RIM 2 69. 60 ; 2. STORM FRAMES W/TH/N SAG CURW S A T LOW POINTS SHALL J c w CB 43 12" lE OUT fiEr59 (NE) BE 81-DIRECTIONAL VANED GRATES PER C.O.R. STD DTL m _ -� a 66.80 204.3. SEE DETAIL SHEET C4.37. ---- STA. 10f45.12, 6.25 RT o, -- CB 42 TYPE 1, 3. P/PE MA TER/AL SHALL CONFORM TO THE 2017 RSWDM pK INS LOCA TE AT 314 A , 30. 75' RAD RIM -Fri! 6764 CHAPTER 4, SECTION 4.2.1. AND TABLE 4.1.1.A2. �,0, • .. y �, 'o wAsyfF CIVIL ENGINEERING oHP TYPE 2-48" 12" lE IN �F-(E) 6.3.14 LANDSCAPE ARCHITECTURE \ RIM -&; Fz A9 67.04 ' � ' \ 12" lE /N 6�00-(S)61.09 12�� IE /N � (SW)63.14 =�� Z;Z PLANNING cc 12" IF OUT -6F I--(N)60.94 12 /E OUT � (N)62.89 M DESIGN SURVEYING s - LEGEND n to 99 ISTE o •••lpNAL 12100 NE 195th St, Suite 300 Bothell, Washington 98011 425.885.7877 ass ass ss *-4100 PROPOSED CONTOUR STORM MAIN 'IN SCALE: 1 �) 2 0 = 2„3,24 R-417931 PROPERTY LINE Q EX/STING CONTOUR ❑❑ STORM CB TYPE / 0 10 20 40 a CONCRETEDR/VEWAY I IN COMPLIANCE WITH CITY OF RENTON STANDARDS �24" DI 4" CONCRETE SIDEWALK 9•-BB•r�� 0� _ 97+00 M0M CURB & GUTTER STORM CB TYPE 11 --F- - �V EX TREES TO BE SA VED J iH. y✓raIf, i. i i L i � 91+00 OTYP�O�O�O RIM E58.05 SOLID ROUND LID o o ROCKERY RETAINING WALL 24" lE /N r64fii3r (5) 5385 0 L4 DI -ROCK RETAINING WALL -24" If /N z54z`rr (SE)53. 24" If OUT 5* (NW)53.85 J, 1 CONSTRUCTION RECORD DRAWINGS MEM 2/13/24 HHH sENAIO: SCALE: �Rn NAw 1981 CANOPY KEY MAP � / LENN R. SPRAGUE P.L.S. HORIZONTAL- NAD 1983/1991 mw CITY OF / DESICNEDHOLL/ HEAVR/N 4196LINCOLNAVE NE, RENTON, WA 98056 / DRAWN: RENTON N AVE Nf- % MARY MOORE DATUM ONE INCH \-- CHECKED` IAT FULL SCALE Planning/Building/Public Works Dept. ROLL/ HEA VR/N IF NOT 0 ACCORDINGLY NO. REVISION BY DATE APPR HOLE H HEAVR/N P.E. ROAD & STORM DRAINAGE PLAN DATE: 211JI24 Q FIELDBOOK: PAGE: DRAWING NO: C4. OZ SHEET: OF, 31 107 CONSTRUCT/ON RECORD DRA WINGS 9 O Q O Q N v ASBU/L T NOTE THE ASBU/L T INFORMATION DEPICTED ON THESE PLANS /S BASED UPON FIELD SURI/EY INFORMATION PROVIDED BY CORE DESIGN AND SUPPLEMENTED BY SITE CONTRACTOR, GOODFELLOW BROTHERS, ON ✓ANUARY 2917; 2024. GOODFELLOW BROTHERS INDICATES THAT THE DATA PROVIDED TO CORE DESIGN ACCURA TEL Y REPRESENTS FIELD CONDITIONS ON THE DATE OF THEIR SURVEY. CORE DESIGN HAS REVIEWED THE INFORMATION PROVIDED FOR GENERAL CONFORMANCE WITH THE DESIGN CONCEPT, AND TO THE BEST OF OUR KNOWLEDGE THE INFORMATION IS /N ACCORDANCE WITH THE OBSERVED FIELD CONDITIONS. ALL STORMWATER FEATURES (DETENTION FACILITIES, WATER QUALITY FACILITIES, CONVEYANCE SYSTEM, ETC) SHALL BE PUBLIC UNLESS NOTED OTHERWISE. --120— I ° a EX GROUND CONTOUR TYP o \ \ I I PROPOSED FINISH - ° GRADE CONTOUR 160— \ J I (TYP) I I TRACT C 1 160 / (OPEN SPACE) _ \ WETLAND 'C" \ —/60— 150— / IOLF 12" DI - SLEEI/E UNDER I \ - ROCKERY. J - PRIVATE) 150 / 4+0 / p N / RI 4 fE / �� ✓� l ` STA. 44f 13, 8.50 L T / / ( TYPE 1, _,140 RIM 14-39P 142.99 / 12" If OUT iL .-69 (S) .29 SEE SHEET C4.10-C4.12 FOR STORM SERVICE y l L/NE DESIGNS (TYP) 130 6" CLEANOUT PER CITY — �� OF RENTON STD DTL 226, SEE SHEET C437 (TYP) / J//11. /7T 77, /L.L✓ L/ \ TYPE 1, RIM H6- BE 116. 05 / > O 6" IF IN 111. 97 (E) 12" IF OUT iz (W)/ 111.65 STREET LIGHT % SEE LIGHTING PLAN PROPERTY (TYP) LINE (TYP) - TYPE 1, RIM 06�718107.14 �� 12" /F /N 069 3r3 (S);`OZ.2 12" IE OUT 09%38 (NW)1G IIIII�� h `(EYMAP W L/NCOLN AtlE NE STANDARD NOTES 1. ALL STORM FRAMES SHALL BE VANED GRA TES PER C. O.R STD DTL 204.2 UNLESS OTHERWISE NOTED. SEE DETAIL SHEET C437. 2. STORM FRAMES WITHIN SAG CURVES AT LOW POINTS SHALL BE BI-DIRECTIONAL VANED GRATES PER C.O.R. STD DTL 204.3. SEE DETAIL SHEET C4..37. 3. P/PE MA TER/AL SHALL CONFORM TO THE 2017 RSWOM CHAPTER 4, SECTION 4.2.1. AND TABLE 4.1.1.A2. PIPE MA TER/AL ALL PIPES EXCEPT THOSE SPECIFIED AS DI SHALL BE POL YPROPYLENE STORM SEWER PIPE PER WSDOT SECTION 9-05.24 SEE SHEET C4.01 LEGEND 4" WALL DRAIN (TYP) _ PROPERTY LINE EX. STORM MAIN 100 PROPOSED CONTOUR STORM MAIN 100 EX/STING CONTOUR STORM CB TYPE l Lu CONCRETE DRIVEWAY STORM CB TYPE 11 4" CONCRETE SIDEWALK Oc=Oc=OOLJ ROCKERY RETAINING WALL G CURB & GUTTER I I I I REDI-ROCK RETAINING WALL EX TREES TO BE SA VED 0 0 1 CONSTRUCTION RECORD DRAWINGS MEM 2/13/24 HHH SURVEYED: SCALE: LENN R. SPRAGUE P. L. S. DESIGNED: ROLL/ HEA VR/N DRAWN: MARY MOORS ONE INCH CHECKED: AT FULL SCALE ROLL/ HEA VR/N IF NOT 0 ACCORDINGLY NO. REVISION BY DATE APPR �P : ROLL/ H. HEA P. VR/N E. WETLAND 'D" 15' STRUCTURE SETBACK \, FROM SENSITIVE AREA. SEE WETLAND MITIGATION PLAN. SCALE: 1" = 20' 0 10 20 40 UNDERGROUND LOCATOR SERVICE CALL BEFORE YOU DIG! 811 VERTICAL• NAVD 1988 HORIZONTAL- NAD 1983/1991 DATUM CITY OF ,R RENTON Iftow Planning/Building/Public Works Dept. TRACTF� (OPEN SPACE) _-- �pV, INS h, o wAsyfF CIVIL ENGINEERING o, z LANDSCAPE ARCHITECTURE ZPLANNING DESIGN SURVEYING ISTER � 1pNAL 12100 NE 195th St, Suite 300 Bothell, Washington 98011 425.885.7877 2/13/24 R-417932 IN COMPLIANCE WITH CITY OF RENTON STANDARDS DATE: CANOPY 211JI24 Q 4196LINCOLNAVE NE, RENTON, WA98056 FIELDBOOK: PAGE: DRAWING NO: C4.02 ROAD & STORM DRA/NA GE PLAN SHE: 32 OF 107 CONSTRUCT/ON RECORD DRA WINGS TRACT C �� ' � � 15 STRUCTURE SETBACK - - �� (OPEN SPACE)190 I FROM SENS/T/VE AREA. SEE _20 p WETLAND M/T/GAT/ON PLAN. _ - - - ` _ PROPERTY I_ EX GROUND STEEP SLOPE _ - _ \ _ \ T - LINE (TYP) CONTOUR (TYP) - - - i � 15' 4" WALL --- �\ -19 - - - -- - \ 1 '� DRAIN (TYP) PRIVATE - - - - - --- - - - - - - - - \ _ - -- ----- - - - - - ` ' / - ------ - - - --- - --- I - - - - - - - - - - - - - - - - - - - - - - - - - - - - - _ �0... _ - T - 1 114'PERF. PVC - PROPOSED F/MSH \ - WALL DRAIN. I I / - - - T/E TO BLOG. ' � GRADE CONTOUR ROOF AND FTG. (TYP) DR/AN SYSTEM Q _ 1CO\ 40 37 >so- lA 0 258 0 18B CB 19B 160 35 `t I I STA. 23f32.50, 11.35 L T TYPE 2-48" - TYPE 19f 41, 12.25 L T STA. 20f80, 12.25 L T I I ��60 I RIM 150.83 TYPE 2 48 , . _ •' i RIM BBB-150.93 - _ _ l 5. 30 (E) RIM 155.72 CATCH BASIN TYPE 1 6 ��E IN 14 6 /E IN 146.52 (E) _ I 12 /E OUT 444.89• (W)1 .87 " ' p ' I PER C.0.R. STD PLAN 200.00 \ I I/ 12" lE OUT 446-BP (W) ... a-• . 0 0 6" lE IN �5�z''�r (SE)151.52 . • .. a i- . SEE SHEET C4.36 TYP ; �: �- I T 12 /E OUTS W �, (TYP) ° _ --a I pp - - - - - >✓ a :. - - F - a i - �46°LL. °� \ 150.82 O a �- d I I • ° - CATCH BASIN TYPE 2 ,_ - . a v •�. \ p :v v � �O- ° -- - - - /" a v •�1 p; ' �,- .'� oT tT'• PER C. 0, R. STD PLAN 201.00 / / _/ c --4 --- ; ' \ ap V i ''°-- ---- ❑0 O/� p �O �. _ a---.�t i" p-'-aO ' ,a • . y -v . / °• • p, Iso SEE SHEET C.435 TYP ) a' v• a � O 248LFz15kF 12 PVC Q v• • v v = a . • _ o .F 12" PVC ® 21� 00 _ _ �F 12 PVC z +�3f00 INI1� W f 138.6LF 0.0321 � A n Al 3 12' 314 ❑ - - �F 12" PVC ®9 /T Vi'i L! f-II ;xCD® - a•,.t, +y a,. °• a v a a a .. _ 2.3LF " t• . s�,'.a 'ap• a v a v v. O. 12" P ° v 33tF VC a V •V/ 49 v - - Q p • � ' STA. 18f92, >2.25 RT CB 1 U Ir---=�I 150 ° - CO 2� .. a•., p. °• a. _ / - „ STA. >9f41, >3.15RT p - -I- - - --- --- - LOCATEAT d/8, 1So� TYPE 2-48 , --i CO 19 PROPOSED 30.75 RAD I M ° • p TYPE 2-48 , • - CO 15 RIM 146:76-144--I RIM STA. 20f80, 13.15 R UNITY ESM STREET L/GHT N 8- 150.93 T 10 UTl T TYPE 2-48, STA. 18f55, 10.92 RT 12 /E /N �.9• (S) 12" lE /N� (S) .06 TYPE 2-48, I (TYP) SEE LIGHTING PLAN RIM 150.91 w / ' a (TYP) � z / l RIM 456 � 155.71 12" lE /N ' (-144.51 / Z J ° 12" IE OUT 9- (N)14 _46 12" lE IN (E) 12" lE /N �38-58- (E) 150.61 o o \ / / '- TYPE 2-48, - / j RIM 9 ATT4 TT 142.87 - - -� 12" lE OUT (N)1 12" lE OUT §B- (N)150.51 CB 26' 12 /E /N 14¢ (N)144.51 / /CD 12 „lE /N �38-99-(NE)137.87 I I 1¢0 15o STA. 23f01, 12.25 RT 12" /F OUT 44�59- (W)144.51 0 - i 12 /E /N A: >9-99-(5)137.87 i TYPE 1, / < - " 12"IF OUT A9609-(NW) 137.77 18 22 6" STORM SERVICE LINE, RIM W. 94 150.73 19 SLOPE MIN (TYP) 7 -12 /E OUT �4,?BB- (S) I 21 SEE SHEET C4.10-C4.12 �� _ _ 28 2 \ FOR STORM SERVICE 1 'ti �I TRACT F _ 6 CLEANOUT PER CITY � (OPEN SPACE) a.°•' a • ' .p ; I a LINE DESIGNS (TYP) _ OF RENTON STD DTL 226, a i SEE SHEET C4. 37 (TYP) \ . -v 0 24 I STA. 2f29, 12.25 L T - --- -- - - _ I /f00 - - - -- - - 62f00 I �� I I i \ TYPE 1, �- - - - - - - - - _ - 63f00 I� R/M 145.63 L_LE 3 "° 208&F 0.0051 -�- -� - - - - - - - - - z''Br9tF 1 " DI ®B-BBSB 39.1LF 0.0749 - - _- - - - - _- - - _ - _- - - 6 00 0 12� lE /N 43E (E)141.43 65f_ 00 v I 12 /E OUT 44 3Lr (W)141.43 - F 12"PVC ®•8.-976.4• � 144.5LF - - -- - - - - - - -- 0.0452 - - - -- - _ --4kF 12" PVC 0 9 0 ,z2 0 136.8LF 0.0232 co TRACT G 12 PVC 0B-19z'�#8- ---(NGPA)-- - - - - --- L--- ASBUIL T NOTE THE ASBU/L T INFORMATION DEPICTED ON THESE PLANS /S BASED UPON FIELD SURVEY INFORMATION PROVIDED BY CORE DESIGN AND SUPPLEMENTED BY SITE CONTRACTOR, GOODFELLOW BROTHERS, ON ✓ANUARY 29TH, 2024. GOODFELLOW BROTHERS INDICATES THAT THE DATA PROVIDED TO CORE DESIGN ACCURATEL Y REPRESENTS FIELD CONDITIONS ON THE DATE OF THEIR SURVEY. CORE DESIGN HAS REVIEWED THE INFORMATION PROVIDED FOR GENERAL CONFORMANCE WITH THE DESIGN CONCEPT, AND TO THE BEST OF OUR KNOWLEDGE THE INFORMATION /S /N ACCORDANCE WITH THE OBSERVED FIELD CONDITIONS. O _ `(EYMAP Z LINCOLN AIiE NE STA. 61f67, 6.35 RT TYPE 2-48,' RIM )�* 0 � 125.49 12" If /N 1&69-(5) 116.83 6" 1E /N 117710-(NE)116.93 12" IE OUT H6 68- (N)116.58 4" 1E 116.83 (W) STANDARD NOTES 1. ALL STORM FRAMES SHALL BE VANED GRA TES PER C. O.R STD DE 204.2 UNLESS OTHERWISE NOTED. SEE DETAIL SHEET C437 2. STORM FRAMES WITHIN SAG CURVES AT LOW POINTS SHALL BE 91-DIREC770NAL VANED GRATES PER C 0.R. STD DTL 204.3. SEE DETAIL SHEET C4.37, 3. P/PE MA TER/AL SHALL CONFORM TO THE 2017 RSWOM CHAPTER 4, SECTION 4.2.1. AND TABLE 4.1.1.A2, PIPE MA TER/AL ALL PIPES EXCEPT THOSE SPECIFIED AS DI SHALL BE POL YPROPYLENE STORM SEWER PIPE PER WSDOT SECTION 9-05.24 bL 6Z , 7-25 RT \ (It6z50, 7.25 RT- T, TYPE 1,TYPE 1, LINE (TYP) RIMS 130.56 � � � RIM �2 138.21 12" lE /N h?-i 9B- (5)127.54 � N 12" /f /N 440� G (S)134.23 6 - IE IN h?-,7-. 69(E)127.88 �(D� 6"lE/N 69- (E)134.59 12" If OUT hz .96 (N)12725 12" I OUT 0:34�B-(N)134.07 SEE SHEET C4.04 LEGEND , SCALE: 1 = 20 PROPERTY LINE EX. STORM MAIN EX TREES TO BE SA PED 0 10 20 40 100 PROPOSED CONTOUR STORM MAIN 100 EX/STING CONTOUR \�]\ STORM CB TYPE l o 0 Lu CONCRETE DRIVEWAY STORM CB TYPE If 4" CONCRETE SIDEWALK Oc=OCDOOLJ ROCKERY RETAINING WALL G CURB & GUTTER REDI-ROCK RETAINING WALL p0 /N CB 23 STA. 65f88, 7.22 RT \ �¢0 14 � 0- Q0 TYPE 1, RIM 14�68-141.51 12" 1E /N 4 ;z 69- (E)137. 1 Q w 12"IEOUT SB-(N)1 4� �0- z Li� UNDERGROUND LOCATOR SERVICE CALL BEFORE YOU DIG! 811 1 CONSTRUCTION RECORD DRAWINGS MEM 2/13/24 HHH suRvEYED: SCALE: LENN R. SPRAGUE P.L. S. HORIZONTAL- NAVD 1981 CITY OF HORIZONTAL• NAD 1983/1991 DESIGNEDHOLL/ HEA l/R/N R DRAWN: RENTON MARY MOORS ONE INCH DATUM CHECKEDHOLL/ HEAI/R/N IFAT NOT L SCNCH Planning/Building/Public Works Dept. NO. REVISION BY DATE AP P R APPROVED: SCALE ACCORDINGLY ROLL/ H. HEA VR/N P. E. �pK INS h, o wAsyfF CIVIL ENGINEERING o, z LANDSCAPE ARCHITECTURE ZPLANNING DESIGN SURVEYING ISTER � 1pNAL 12100 NE 195th St, Suite 300 Bothell, Washington 98011 425.885.7877 2/13/24 R-417933 IN COMPLIANCE WITH CITY OF RENTON STANDARDS CANOPY 4196 LINCOLN AVE NE, RENTON, WA 98056 ROAD & STORM DRAINAGE PLAN N O 0 J V 00 0 .vAOA' Nc z DATE: 1 2113/24 V FIELDBOOK: PAGE: DRAWING NO: C4.03 SHEET: OF: 33 107 CONSTRUCT/ON RECORD DRA WINGS —126 ALL STORMWATER FEATURES (DETENTION FACILITIES, WATER QUALITY FACILITIES, CONVEYANCE SYSTEM, ETC) SHALL BE PUBLIC UNLESS NOTED OTHERWISE. 15.51?RUCTURF SETBACK FROM SENSIT'VE AREA. SEE WETLAND UITIGATION A PLAN SEE SHEET C4.03 ir 00046 —r- t ��41-� TRA CT G (NGPA) 2� CS 21 STA 63*07 725 RT STA 64 56 . , . , TYPE 1, TYPE- 2-48" 111. -1 1 w" 11, PROPERTY >- Ln TYPE 1, [-- U-) RIM A:Fgz"-," IJ821 RIU )�* 0 ;125 49 (TYP) R11V Acg- 0; IJO 56 = U) LINE CD 12 " 1E IN 1 * 69 (5) 116.58 12 IF IN AAX 49 (5) 127 54 12 E IN 14� * (5) IJ4.2J 6" 1E IN 117z 09 (Nf) 116 9J rl� .�. ... I..... - I - I 'L - I Q 6 f N h,,z 89 (E) 127 88 6 E IN ;c4.69 (E) 134 59 OUT A;9 (N)134.07 12 E OUT 116 69 (N) 116.4-T 12" IE OUT h?-,7JO (N)12725 12 f C-I CD Q 0 4 /E IN 117.08 �',j Ln CL C-3 F7- CD 'w L0 0 a_ F_ 0, V -1,1821 T 423 PROPERTY 0'0 NL '34 0 1�1 _j > LLJ 8 CO _101\ X, X, X" X, PROPERTY 0 X LINE (TYP) aX �0'k� S, L) un - LA U CS 46v�� STA. 72-f 42, 14. 00 L T 4% vX, IX.&F 0.0232 CS 23 STA. 65-f 88, 722 RT TYPE RIM 469141.51 12- If - 1 N -137 04;X 99 (f) 12" lEOUT 47 69 (N)137.41 TYPE 1, RIM AgF 99 M. 14 El 12"IE OUT 44" (W) 12664 34 6LF 12" PVC 9 69 0645 01066 C'4 LI-1 00 LLJ PROPOSED FINISH GRADE CONTOUR c' (TYP) EX GROUND L CONTOUR (TT) TYPE 2-48" SOLID ROUND LID X RIU 6�9A9 89 77 STREET LIGHT - I _Z -80 SEE ZIGH77NG PLAN ao 8 If N 7,9 69 (5f) .27 00 00 CO I n C'� 6 E­ IN 88. J5 (E) .tAj I do (TYP) Lj47 7 8 ZE OUT 7:9 69 (N) 79 57 `4 r-, 11 11 __ 00 < �L 1", OUT 7'9 6-3 (W) 79 67 L-1 c� 00 Li 00 r1l cn _j U U C3, vzco -bo -03 C)a_ o � ""—N8814'06*W 12.76 CD (Z) Z KEYMAP A 11,E NE STANDARD NOTES 1. ALL STORY FRAMES SHALL BE VANED GRATES PER C. OR STD DTZ 204.2 UNLESS OTHERWISE NOTED. DETAIL SHEET C4.37 SEE LEGEND 2. STORY FRAMES WTHIN SAG CURIES AT LOW POINTS SHALL BE 81-DIRECTIONAL VANED GRA Tf -5 PER C.O.R. 57D D 7Z 204. J Sz5f - DETAIL SHEET C4.37 PROPERTY LINE 3 PIPE MA TER/AL SHALL CONFORM TO THE - 2017 RSADU - 100 PROPOSED CONTOUR CHAPTER 4, SECTION 4.2.1. AND TA8Zf_ 4.1.1.A2. /00-- fXI5 7NG CONTOUR A SBUIL T NOTE THE A SBUIL T INFORMA TION DEPICTED ON THESE PLANS IS BASED UPON FIELD SURVEY INFORMATION PROVIDED BY CORE DESIGN AND SUPPLEMENTED BY SITE CONTRACTOR, GOODFELLOW BROTHERS, ON JANUARY 29 TH, 2024 GOOOFf Z L 0 W BROTHERS INDICA TES THAT 7Hf_ DATA PROVIDED TO CORE - DESIGN A CCURA TEL Y REPRESENTS FIELD CONDITIONS ON THE DATE OF THEIR SURVEY. CORE - DESIGN HAS REVIEWED THE ED FOR GENERAL CONFORMANCE INFORMATION PROVIDED WITH THE DESIGN CONCEPT, AND TO Nf - BEST T OF OUR KNOWLEDGE THE INFORMATION /S IN ACCORDANCE WITH THE OBSERVED FIELD CONDITIONS. I __T DRIV W I LLI CONCRETE f AY 4" CONCRETE SIDEWALK 4 CURB & GUTTER 1 CONSTRUCTION RECORD DRAWINGS F.ITS"M Me, ROCK LINED OUTFALZ PAD P THICK x 7' MVE- x 8' LONG ROCK LINING SHALL MEET SPECIFICA 77ONS OF THE _2 fiSM2Y SECTION 4.2.2 AN TABLE 4.2.2A. 101 TYPE 1, RIM A0048 10061 12" IE IN :97Z 04 (5)96 _Z 12- IE OUT­97.- (N) 9676 - O 51. YLF ID/ I .-*L-F 12 RW 0.131 0- 0� 0J 0 40 STA. 0*67, 12.25 Z T 0 TYPE 1, 15 64 125.55 RIU h 12" 1E IN h4.619 (f) 122.95 12" 1E OUT Oil 69 (W,122.95 0) 75 %-4 LLJ LLJ Lk�D a LLJ LLJ Lj a- a- oCo Z) -1 N y CB J'Q Z OCA 7E AT 41--, 22.75'RAD TYPE 1, RIMS 113. 12 If - IN 1 &9:ff (f) 110 12 IE OUT 199 z13 (NW) 110 45 C 0.0 6 cs J8 Z 77 STA. 0*06, 62.54 TYPE 1 SCALE: 1 20 SD- fX STORM MA IN AIN EX TREES TO BE SA PED 0 10 20 40 STORY MAIN \®\ D 0 STORY CB TYPE ( STORM CB TYPE I / Gc=Oc=ORO ROCKERY RETAINING WALL REDI-ROCK RETAINING WALL UNDERGROUND LOCATOR SERVICE CALL BEFORE YOU DIG! 811 M E M 2/13/24 H H H SURVEYED: SCALE: VER`nCAL:- NAVD 1988 GL EAW R. SPRA GUE P. L. S. HORIZONTAL- NAD 1983/1991 —DESIGNED: mw CITY OF HOZLI HFA VRIN , j DRAWN: RENTON MARY UO0ff ONE INCH DATUM 114111111110F CHECKED:HOZLI HFA VRIN IF NOT ONECNCH Planning/Building/Public Works Dept. BY DATE APPR APPROVED: SCALE ACCORDINGLY HOZZI H. HE -A VRIN P. E. , RIU _9 10796 12" IE IN 06416 (SE) I03.61 12" IE OUT 4940E (NW) 103.61 STA. 108*46, O.OJ RT -00 TYPE 1, 12 7"VC 0899 RIM 105 9�104.29 36 XF DI 01176 12" 1E IN 100:50 (SE) 99.34 PIPE * TERIA L 12- IE OUT �9 (N)9924 ALL PIPES f_,Yff_PV THOSE SPSCIfILD AS DI SHALL BE POZ YPROPYZENE STORY SEWER PIPE PER WSDOT SECT/ON 9-0524 K INS CIVIL ENGINEERING LANDSCAPE ARCHITECTURE PLANNING 0XZ 99 WT V DESIGN SURVEYING 1pNAL 12 100 NE 195th St, Suite 300 Bothell, Washington 98011 425.885.7877 R-417934 2/13/24 IN COMPLIANCE WITH CITY OF RENTON STANDARDS CANOPY 4196 LINCOLN AVE NE RENTON, WA 98056 ROAD & STORM DRA INA GE PLAN O DATE: 7 1 211J124 . FIELDBOOK: PAGE. DRAWING NO: C4.04 SHEET: OF: 34 1071 CONSTRUCTION RECORD DRAW/NGS SEE SHEET C4.11 I\ I ALL STORMWATER FEATURES v1 wt I LN 11UN r'A(_lL l 11t5, wA I tH QUALITY FACILITIES, CONVEYANCE SYSTEM, ETC) O SHALL BE PUBLIC UNLESS NOTED OTHERWISE. Q W THE COMPLETE ROOF/FOOTING DRAIN SYSTEM SHALL BE PRIVATE UP TO THE CONNECTION POINT WITH THE FIRST PUBLIC CATCH BASIN PROPERTY - L/NE (TYP) Z Q v EX SHED (APPROX .00A TION) EX GARAGE (APPROX L OCA TION) A�o LA N4731'45.6935" 18„ LA N4731I ao ROOF/FTG. DRAIN .• W1227133.3093" LON. W1221 SYSTEM TRIBUTARY TO \� » 0 B-99E9- W STORY WATER VAULT LA T- N4731N473145.69760.1282 o I ° . W122713JJ2791 15CB 8B (T i PRIVATE _» LON. W1221_-/6»SDCO IVATE 11 12 » - - 8" sDco P 8 SOCO PRIVF "E SDCO P RIM �36r 107. >;R/M6r 6.04 » 8 SDCOPR 8" SOCO 107.14 R/M �95�� 8 SDCO ArgLAT. N473147. 7371 6 SOCO R RIM 1 64 , a 8 /E A64 #4r99.38 RIM �4, 97. 79 8 /E RIM 4B7 F4 07.78 6 /E ¢90. a RIM f69» LON- W12211'335844" RIM �`� 8 IE 9-7C97.95 8 /E 34�9 1 97.79 8" IF a.. 8 /E �631xr99.38 8" IE �8394 6" /F �4-� 8" IE .�98.60 15' STRUCTURE SETBACK ° - v ° CB 8 LAT N4731'47.7455" 6 /E �z?6�92.4 8 /E �J9 12 a a• ° X 11 Il I a I 8 /E 6498.60'a l I I FROM SENS/T/l/E AREA. LON: W1221133. 6271 I b.. 504L 8 6" SOCO Pily 6" SOCOP ►VAT a. ° -�- SEE WETLAND MITIGATION ° . -_--35 Iv T4'• 4" WALL DRAIN PLAN. I ° - 4.4 RIU 93i 209 .OLF » ° .Ol RIM 6" IE 289. .0718PRIVATE -11n �- o ®9-BBS� IVA 7.1LF» ° (TYP) PR.IVATL 3StF 8 PRIVATE 16 /E 6" lE �e4-3¢ 6» /F �89• p ® _ 32f0� 0 _ _ _ 0.0193PRIVATE!- _ 00138 PRIVATE 33f00 8» SOCOPRI �E - -� - R/M A95�r 10950 ® 0.0126 I , . ❑ I 6" CLEANOUT PER CITY � . / 0•p5�59_ - - LEe - -- a OF RENTON STD DTL 226, - T - 8" 1E g#.pg97.7 I TR. SEE SHEET C4.37 (TYP)PRIvaTE. PR WETLAND RECHARGE ROOF/FTG SYSTEM. -A r 8" If 9 37EF 8" 43.2LF PRIVATE • @ yg� -70 (OP. SP.) °� / : ' - 1 CB 30 DRAIN SYSTEM SERV/C/NG LOTS 3-6 & 11-16. PR► >� 90694 0.0238- ° CB 6 LAT N4731'48.4584" 31 0 31 r0/ / �� _ 4 5 6 CB 31 PROPERTY � •. $' LON.• W>2211'34.0690" 5 • PAN ACE � CB 29 .3 (� 0.01 \ 8" SOCO P I 15' STRUCTURE SETBACK LINE (TYP) � FROM SENS/T/l/E AREA LAT N473148.4461" / � - 2 8 SOCO P r R/M \ N °, CB 28 6" SDCOPRI RIM 85.-zl.f 8 8" IE 9g99 I a SEE WETLAND MITIGATION LON: W12211'34.1313" � 89LF » 26'f • 6" SOCO P A / RlM 7fi 83 7 49EF 8" 8 It -88580. 8" lE 3498 ., 9p- PLAN. 94.60 RIM 89� 1 6" lE 75-3973 ®g g95g 8" IE > 80�. _ - JO XF „ I / \ CB 68 84.01 6" lEr 6" lE 75-387,;, 0.0134 P vArE 8 SOCO PR►vA 3z''tF 8 CONNECT WALL - PROPOSED FINISH a 60 88.83 DRAIN TO GRADE CONTOUR \ 90 84.01 8" /F 6466r (OP. R.SJ \ \ \ 6 /E 75 FO 3.58 35.2LF „ 8//E 79:9-�80.54 0.2941 PRIVATE CLEANOUT (TYP) � I 2i4 `f ® gg2� 8" SDCOPRI ATE 8 /E 799-780.54 8" SDCO64 EX GROUND CB 27 ` 6" � �FF4 RIM 65 RIM �9 69 92.26 CONTOUR (TYP) 29.4LF » 0.0853PRI FE8" IE $9�8 0.0100 'Rlv E \ „ � 8" IE 69 8776 \ 6 SDCOPRI 6 SOCO PR 6 STUB 8" IE 9•i?E8 RIM �frFM 51 RIM 79-Brr 79. CB 5 6" lE ;*.6, 80 6" IE 76r5B76.09 °F a -� -- - - - c 8 PRIV / � ai '�xo ' • \ 75.41 �. ° ° . ° _ � ° ° a -- - �... • I ° 0-0-53E7 \� \PEE 90 AUL TACCES RD 8" 0.4458 z / 20 1 P 6„ y:�a 71 OU _ - - ® 0101 a = _ -- -- _ --- CB46 o TRACTG (NGPA) • / TRACTA 9 �\ �\ �� CB 38 go- •� (STORM/OPEN SPACE) WETLAND 'B" \_ ° \ SEE PROF/LE, / • • ' PROPOSED \ \ / = SHEET C4.26 _ _ _ /' ^ • . \ a 10' UTILITY ESMT - / ° • • a /� I (ACCESS) EX TREE \ \ \ ' . \ CB 3 „- TRACT H _ j „- o �TOBESAVED \ �p o °°. \ „ ' I (STORM/OPEN N SPACE) ��_------------ \ ° / ° • . o �SS� ti / o / ss- 10 ------------ CB 42 CB 2A CB 2B - f ss LINCOLNA VE NE 98f0 00 _ - 99}00 - - CB 2 I \ 93f 00 --- -- A►1E NE LEGEND NOTE SS 100+00 a q PROPERTY L/NE ALL CLEANOUTS LOCATED WITHIN A DRIVABLE 100 PROPOSED CONTOUR SURFACE SHALL BE REQU/RED TO HA VE TRAFFIC EX/STING CONTOUR BEAR/NG LIDS. STORM MAIN STORM SERVICE EX/STING STORM MAIN ❑❑ STORM CB TYPE / STORM CB TYPE 11 1 CONSTRUCTION RECORD DRAWINGS PIPE MA TER/AL ALL PIPES EXCEPT THOSE SPEC/FIFO AS D/ SHALL BE POL YPROPYLENE STORM SEWER PIPE PER WSDOT SECTION 9-05.24 F.'T%"%l •► � 95+00 / it - - I PROPERTY - I LINE (TYP) ASBUIL T NOTE THE ASBU/L T /NFORMA T/ON DEPICTED ON THESE PLANS /S BASED UPON FIELD SURVEY INFORMA T/ON PRO 1/DED BY CORE DESIGN AND SUPPLEMENTED BY S/TE CONTRACTOR, GOOOFELLOW BROTHERS, ON ✓ANUARY 29TH, 2024. GOOOFELLOW BROTHERS /ND/CA TES THAT THE DA TA PROVIDED TO CORE DE S/GN ACCURA TEL Y REPRESENTS FIELD COND/T/ONS ON THE DATE OF THE/R SURVf X CORE DESIGN HAS REVIEWED THE /NFORMAT/ON PROVIDED FOR GENERAL CONFORMANCE WITH THE DE S/GN CONCEPT, AND TO THE BEST OF OUR KNOWLEDGE THE /NFORMAT/ON /S /N ACCORDANCE W/TH THE OBSERVED FIELD CONDITIONS. �ppK INS h, �, o wAsyfF CIVIL ENGINEERING ov�P o• z LANDSCAPE ARCHITECTURE Z• PLANNING 99 �•� DESIGN SURVEYING ISTER � IONAL 12100 NE 195th St, Suite 300 Bothell, Washington 98011 425.885.7877 SCALE: 1 = 20' 2/13/24 R-417935 0 10 20 40 I I I I IN COMPLIANCE WITH CITY OF RENTON STANDARDS UNDERGROUND LOCATOR SERVICE CALL BEFORE YOU DIG. 811 M E M 2/ 13/24 H H H SURVEYED: SCALE: HORIZONTAL• LENN R. SPRAGUE P.L. S. �RnGA- NA NA VD 1 19881991983/ CITY 0 F DESIGNED HOLL/ HEA l/R/N R DRAWN: RENTON MARY MOORE ONE INCH DATUM CHECKEDHOLL/ HEAI/R/N IFAT FULL S NOT ONE CNCH Planning/Building/Public Works Dept. BY DATE APPR APPROVED: SCALE ACCORDINGLY ROLL/ H. HEA VR/N P. E. CANOPY 4196 LINCOLN AVE NE, RENTON, WA 98056 STORM DRAINA GE SERVICE PLAN N 0 0 0) J V Nc 1 DATE: 2113/24 Q FIELDBOOK: PAGE: DRAWING NO: C4.10 SHEET: OF: 35 107 CONSTRUCT/ON RECORD DRA WINGS 0 O O v v ALL STORMWATER FEATURES (DETENTION FACILITIES, WATER QUALITY FACILITIES, / V A w CONVEYANCE SYSTEM, ETC) SHALL BE PUBLIC UNLESS NOTED / OTHERWISE. / / THE COMPLETE ROOF/FOOTING / DRAIN SYSTEM SHALL BE PRIVATE UP TO THE CONNECTION o a �. POINT WITH THE FIRST PUBLIC � � CATCH BASIN EX GROUND CONTOUR (TYP) o / c PROPOSED FINISH - '. GRADE CONTOUR • . / ! (TYP) 160— \ \ \ ' ,,0\ I I I I TRACT C \ �� � LA T- N47 I' (OPEN SPACE) (,'f N _ 158�LON.' W12 cc_ W£ AND "C" zM--_—_ LA T- N47315 LON: W12271. 71 / - \ 6" SDc 145 48 RIM IN 6" IE s o CB35 / 30.1LF —130 — — 38EF 6" 7 » PRI ATE ® 9.•f399 6 SOCO 119.21 RlM2 6" IE BBB- / 11 6" IE ;1499- 120 I � I `(EYMAP L/NCOLN ,qVE NE LEGEND PROPERTY LINE 100 PROPOSED CONTOUR EXISTING CONTOUR STORM MAIN STORM SERVICE EXISTING STORM MAIN ❑❑ STORM CB TYPE l 0 STORM CB TYPE ll PIPE MA TER/AL ALL PIPES EXCEPT THOSE SPECIFIED AS DI SHALL BE POL YPROPYZENE STORM SEWER PIPE PER WSDOT SECTION 9-05.24 NOTE ALL CLEANOUTS LOCATED WITHIN A DRIVABLE SURFACE SHALL SE REQUIRED TO HA VE TRAFFIC BEARING LIDS. \ 1 1 CONSTRUCTION RECORD DRAWINGS NO. REVISION SEE SHEET C4.10 4 0 PERF PVC WALL DRAIN (TYP) I ASBU/L T NOTE I THE ASBUIL T INFORMATION DEPICTED ON THESE PLANS IS BASED UPON FIELD SURVEY INFORMATION PROVIDED BY CORE DESIGN AND SUPPLEMENTED BY S/TE CONTRACTOR, GOOOFELLOW BROTHERS, ON IANUARY 29TH, 2024. GOODFELLOW BROTHERS INDICATES THAT THE DATA PROVIDED TO CORE DESIGN ACCURA7FL Y REPRESENTS FIELD CONDITIONS ON THE DATE OF THEIR SURVEY. CORE DESIGN HAS REV/E11ED THE INFORMATION PROVIDED FOR GENERAL CONFORMANCE WITH THE DESIGN CONCEPT, AND TO THE BEST OF OUR KNOWLEDGE THE INFORMATION /S IN ACCORDANCE WITH THE OBSERVED FIELD CONDITIONS. MEM 2/13/24 HHH SURVEYED: R SPRAGUE P.L.5 SCALE. DESIGNED: HOLLI HEA VRIN DRAWN: MARY MOORS ONE INCH CHECKED: AT FULL SCALE HOLLI HEA VRIN IF NOT ONE INCH BY DATE APPR APPROVED: SCALE ACCORDINGLY HOLLI H. HEAVRIN P.E. •� . WETLAND/D" 15' STRUCTURE SETBACK FROM SENSITIVE AREA. SEE WETLAND MITIGATION PLAN. SCALE: 1" = 20' 0 10 20 40 UNDERGROUND LOCATOR SERVICE CALL BEFORE YOU DIG! 811 VERTICAL. NAVE) 1988 HORIZONTAL- HAD 1983/1991 DATUM + �� + • RENTON 'PFNiOv I I I o °0 I I19 0o J o N LAT N4731'44.2406" LON.• W12271:31.3563" TRACT ,F �pK INS h, o wAsyfF CIVIL ENGINEERING o• z LANDSCAPE ARCHITECTURE Z' PLANNING 99 DESIGN SURVEYING ISTER '��v n1NAL 12100 NE 195th St, Suite 300 Bothell, Washington 98011 425.885.7877 2/13/24 R-417936 IN COMPLIANCE WITH CITY OF RENTON STANDARDS CANOPY 4196 L/NCOLNAVENE, RENTON, WA 98056 PAGE: 2113124 Planning/Building/Public Works Dept. C4.11 STORM DRAINA GE SERVICE PLAN SHE: 36 OF: 107 CO/VSTRVCT/ON RECORD DRA WINGS 0 z Q N v v. -- W Y LAT N4791'44.2406" LON• W1221131.3563" 121.96 6 "" 1E hR� BB- 121.96 6" 1E h'3;70 25.8Lf --;�F 6" 0-8�7 NE `(EYMAP L/NCOLN AVE NE LEGEND PROPERTY LINE 100 PROPOSED CONTOUR EXISTING CONTOUR STORM MAIN STORM SERVICE EXISTING STORM MAIN ❑❑ STORM CB TYPE / CD STORM CB TYPE 11 PIPE MA TER/AL ALL PIPES EXCEPT THOSE SPEC/FIFO AS D/ SHALL BE POL YPROPYLENE STORM SEWER PIPE PER WSDOT SECTION 9-05.24 NOTE ALL CLEANOUTS LOCATED W/TH/N A DRIVABLE SURFACE SHALL BE RENU/RED TO HA VE TRAFFIC BEARING LIDS. 1 1 CONSTRUCTION RECORD DRAWINGS F.00M Me, MEM 12/13 I ASBU/L T NOTE I THE ASSUIL T /NFORMA TION DEPICTED ON THESE PLANS /5 BASED UPON FIELD SURVEY INFORMATION PROVIDED BY CORE DESIGN AND SUPPLEMENTED BY SITE CONTRACTOR, GOOOFELLOW BROTHERS, ON ✓ANUARY 29TH, 2024. GOOOFELLOW BROTHERS INDICATES THAT THE DATA PROVIDED TO CORE DESIGN ACCURA TEL Y REPRESENTS FIELD CONDITIONS ON THE DATE OF THE/R SURVf-Y. CORE DESIGN HAS REV/EWED THE INFORMATION PROVIDED FOR GENERAL CONFORMANCE W/TH THE DESIGN CONCEPT, AND TO THE BEST OF OUR KNOWLEDGE THE INFORMATION /S /N ACCORDANCE W/TH THE OBSERVED FIELD CONDITIONS. HHH i - S jo SGALE: SPRAGUE P. L.S. DESIGNED: HOLL/ HEA VR/N DRAWN: MARY MOORE CHECKED: HOLL/ HEA VR/N APPROVED: HOLL/ H. HEA VR/N 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 2/13/24 K INS h, wAsyfF CIVIL ENGINEERING o, z LANDSCAPE ARCHITECTURE ZPLANNING oUKC ERA . Q- DESIGN SURVEYING 1 INAL 12100 NE 195th St, Suite 300 Bothell, Washington 98011 425.885.7877 R-A 17937 IN COMPLIANCE WITH CITY OF RENTON STANDARDS HORIZONTAL- N D 1983/1991 CITY OF CANOPY r 211JI24 ffmbs 4196LINCOLNAVE NE, RENTON, WA98056 FIELDBOOK: IL 'q'^B RENTON PAGE: DATUM vAsr DRAWING NO: Planning/Building/Public Works Dept. C4,12 STORM DRAINA GE SERVICE PLAN SHEET` 37 OF,. 107 CONSTRUCT/ON RECORD DRA WINGS M 0 O d) Nc ►iNc O Q 19 SEE PLAN VIEW FOR PUBLIC VS PRIVATE CONVEYANCE SYSTEM ELEMENTS 130 120 110 LOW PT STA: f24.36 LOW PT EL: 67.06 PV/ STA.- 10 45.56 PV/ EL: & .56 58.00' ROADWAY) SSD = N/A (LIGH17ZD Q h z �^ 0 0� mm 21.6LF 4 z`�F 12" CPEP ®-e. tees- = 2_QOq _.. i2 PEP 12"C 50 N �o 10+00 SEE PLAN VIEW FOR PUBLIC VS PRIVATE CONVEYANCE SYSTEM ELEMENTS 170 160 150 140 130 W O�Q 120 Q W vJ 110 100 F0 L z§:g �cNo3 N qL-44 3t 3k J ^ I IN � O O �o 10+50 Q c� Q QQk ov o� 0. 11+00 24. ,\ 12" PVC Q LAJ 0 o& .01 oQ � 400 o0 2 4.7LF „ z`�5EF 12 PVCL 8.� pVC ®� oo o o 00502 ��o• n O 12.86% 0.1183 s" PVp,1158' 1F ® 1 18 P;C 8•' _ 0 N L"WW �W L114 u U v it h� W , W QQ�� N �Lj �q 11+50 EXISTING GRADE, PROPOSED GRADE, OF ROAD (TYP) OF ROAD (TYP.) 12+00 (DESIGN SPEED = 25 MPH, OBJECT HEIGHT = 2) ROAD A OR/Z SCALE- 1 =20' RT. SCALE- 1" 10' O ni � of O O 12+50 13f00 PV/ STA: 14*31.65 PV/ EL: 116.21 100.00' VC PRO VD. SSD = 190' i '= i.4100 i ! %12" PVC 0 23&F zF 12" PVC1706 I 35.31E o" PVC 0.0366 Q�)^ 4 L ,: -4,a , o � zt 'IN. 0.0516 64.4LF „ -6*F 12 PVC 0 237 '#F 12" PVC 0 0.0471 h d' °j• EX%STING GRADE f OF ROAD i 130 0 PROPOSED GRADE, OF ROAD 0 � N 120 0 ,, V ° -118.7LF 0.0074 � 4451<F 12 PVC 0 W m W 110 Q ^ 4. 100 M ^ ^ ^ v,�C N 90 O J 80 v 70 60 M O O 50 H o h N c of d i 13+50 14+00 14+50 15+00 15+50 . . . . . . . . . . . . . . . . . . . 170 PW EL: 143.21 PV/ EL: 151.39 . 70.00' VC 80.00' VC . RAISED PEDESTR/AN CROSSING, SSD = N/A (LIGHTED ROADWA Y) REO D SSD (10. 869) = 179' . SEE DETAIL SHEET C3.35 h PROV'D SSD = 179' h . EXISTING GRADE, h PVI EL: 139.80 �o : OF ROAD N . o 160 (y 25.00 VC `� �' � °j PROPOSED � RE0 D SSD \, _ �' OF ROD v . PV/ STA.- 1 f97.85 0, Q : m � - ----- W W V PV/ EL: 30. 00 Q �, (10. 869)=179 L o . � - . - c PRO o - - � � � . o . �, �, C 00 �� SSD=196'. °� �d �I SSD = N%A (LIG D ;ROADWAY) R o o , 10 5� 0.0704 .a-a0.03 1150 . . . . . . . . . . . . . . . . o ^ oo '' -� . . . . . �'' ' . 4 47.2„ pur. @ . ao d (/j '� / n 12� PVC 0 25.5LF F 12 PVC I , ' I fi6i6� I . �' W U r 140 0 �� o�. i10.869 . . . . . . . . . . . . . . . . . -� -\ OQ o0 00 7 � . . . . . . . . . . . . 111111 01341 2O�. L E' , , Q,j - 130 165 Z1F12" PVC 0 V . . . . . . . . . . . . . . . . . . . . . . zttk . . 5.18x 23. LF7%A�F 12 PVC 20.8LF z 12 PVC 0 �-118 7LF 0.0074 42.7LF 0.0063 tWF 12 PVC 0 r 0 0 . N N C4 is h ho, a :t :t Z� ��o W� �AV W 'Ilizvt (3 � N N, IN . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . cis EXISTING GRADE, PROPOSED GRADE, OF ROAD (TYP) OF ROAD (TYP.) 16+50 17+00 L N 16+00 UNDERGROUND LOCATOR SERVICE CALL BEFORE YOU DIG. 811 120 110 (DESIGN SPEED = 25 MIN, OBJECT HEGHT = 2) RO D A HOR/Z. SC E 1=20' . VERT. SCA E 1=10' . . . . . . . . . . . . . . . . . . . . . . 100 -'4 obi 1 1 CONSTRUCTION RECORD DRAWINGS � ASBU/L T NOTE � THE ASSUIL T /NFORMA T/ON DEPICTED ON THESE PLANS /S BASED UPON FIELD SURVEY INFORMATION PROVIDED BY CORE DESIGN AND SUPPLEMENTED BY S/TE CONTRACTOR, GOOOFELLOW BROTHERS, ON IANUARv 29TH, 2024. GOODFELL OW BROTHERS /NDICA TES THA T THE DATA PROVIDED TO CORE DESIGN ACCURATEL Y REPRESENTS FIELD CONDITIONS ON THE DATE OF THEIR SURVEY. CORE DESIGN HAS REVIEWED THE INFORMATION PROVIDED FOR GENERAL CONFORMANCE WITH THE DESIGN CONCEPT, AND TO THE BEST OF OUR KNOWLEDGE THE NFORMA T/ON /S /N ACCORDANCE WITH THE OBSERVED FIELD CONDITIONS. M E M 2/ 13/24 H H H SURVEYED: SCALE: LENN R. SPRAGUE P. L. S. HORIZONTAL- "A"D 19/1 AS NOTED HORIZONTAL NAD 1983/1991 CITY OF DESIGNED: HEA VR/N RENTON DRAWN: MARY MOORE ONE INCH DATUM CHECKED: AT FULL SCALE Planning/Building/Public Works Dept. HOLL/ HEA VR/N P.SCALE NOT ONE INCH ACCORDINGLY BY DATE APPR �PRavm: ROLL/ H. HEA VR/N E. 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 WITH/N SAG CURIES AT LOW POINTS SHALL BE B/ DIRECTIONAL VANED GRATES PER C.O.R. STD DTL 204.3. SEE DETAIL SHEET C4.37. 3. PIPE MA TERIAL SHALL CONFORM TO THE 2017 RSWOM CHAPTER 4, SECTION 4.2.1. AND TABLE 4.1.1.A2. �pK INS h, o wAsyfF CIVIL ENGINEERING o. z LANDSCAPE ARCHITECTURE Z' PLANNING DESIGN SURVEYING ti IpNAL 12100 NE 195th St, Suite 300 Bothell, Washington 98011 425.885.7877 2/13/24 R-417938 IN COMPLIANCE WITH CITY OF RENTON STANDARDS CANOPY 4196 LINCOLN AVE NE, RENTON, WA 98056 ROAD & STORM DRAINAGE PROFILES (ROAD A) DATE: 2113124 V FIELDBOOK: PAGE: DRAWING NO: C4.21 SHEEP: OF: 38 107 CONSTRUCT/ON RECORD DRA WINGS 170 160 0 Q N V 150 tI� 140 W 130 N V 120 LOW PT STA: 23f32.50 SEE PLAN VIEW FOR PUBLIC VS PRIVATE HIGH PT STA: 21*66.98 LOW PT EL: 151. . CONVEYANCE SYSTEM ELEMENTS HIGH PT EL: 1 8.09 PV/ STA: 23f 15.. . PV/ STA: 21 f .29 PVI EL: 150 57 . . PVl EL: 159. , 0 60.00, vC . . . . . . . . . . . . . . . . . . . . . . . . . . . . . SSD=NIA . . . . . . . . . REQ D SSD 7.319 = 168' . N (LIGHTED ROADWAY)' h PROV'D SSD = 168' �W Vc�a mm �� WW U� mm WW o PROPOSED GRADE, OF ROAD Q EXISTING GRA E, � OF ROAD : Q W . . . . . . . . . . . . . . . . . . . . . . . . . . . o . . . . 3.1 % . . . — — _ . _ _ — — = = �:� -.—'�31 .. . . . . . . . . ^�^ ,= . . . . . . . . . . . . . . . . . . . . . . . . . T .— ..� 2.001w,, / ... .. ......... ......... 3 �3Sf� 12" PVC 0 B 9343' 0.0321 24.8LF . z F 12 PVC . . . . . . . . . . . . . . . . . . . . . . . . . . . . >2" P��00209 V 740 OAF" . . . 138.6LF . 0 8$F8B j N h . . . . . . . . . 0. o Pl/C 0. 0085 h ^ . 0 -0 9449.0. 0440 . . . . . . . . . . . . . . . . . . g ao 0^ 1� a oCIO � � �•� . . . V � � v � � � �o . •�LIM cV W CN W W W W �a a . . . . . . . . . . . . . . PROPOSED GRADE, (DESIGN SPEED = 25 MPH, OB✓E HOR/Z. SCALE- 1 "=2 T HEIGHT = 2) . EXISTING GRADE, ' OF ROAD (TYP) �' OF ROAD (TYP.) o VERT. SCALE- 1 "=10 N . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . m I Z8 m^ N h 20+00 130 SEE PLAN VIEW FOR PUBLIC VS PRIVATE CONVEYANCE SYSTEM ELEMENTS 120 110 20+50 21 +00 21+50 l 22+00 22+50 23+00 EXISTING GRADE � OF ROAD PROPOSED GRADE, f OF ROAD 100 Vv o v�- Q � � m m � m 5.62% � � 11 CPV12 � 7 90 .67% 52 EP 528F 8 8 L/ 12" �8?.3Fa0641 ^ z 3 F >2 PVC " �g79G 0 0 0�F 12 PVC 0 0829 ao�, T 0.1185 � �h53.3LF %,-� �^ �NN SO _ W Oo WW 70 MW WWW It It A 60 (DESIGN SPEED = 25 MPH, OBJE67 HEIGHT - 29 ALLEY EXISTING GRADE, PROPOSED GRADE, HOR/Z. SCALE- 1 "2 ' OF ROAD (TYP) OF ROAD (TYP.) VERT. SCALE. 1 "=10 N, N ^ ^ g N pj N, 30+00 30+50 31+00 31+50 32+00 1 1 CONSTRUCTION RECORD DRAWINGS UNDERGROUND LOCATOR SERVICE CALL BEFORE YOU DIG! 811 . 12, PVC ®- , 0.0547 117ILF 190 .f 170 170 160 160 150 150 140 140 130 130 120 120 23+50 24+00 130 120 �o 110 0 100 o � g 90 1W .�a a 32+50 33+00 33+50 .f 70 34+00 SEE PLAN VIEW FOR PUBLIC VS PRIVATE CONVEYANCE SYSTEM ELEMENTS EXISTING' GRADE; OF ROAD i W-j Qj QN . / o0 W o/ o� o j o � � LA o •� �, Q ^I^ ; <r PROPOSED GRADE, OF ROAD 10.00% 170 160 150 5�12„PV�v 140 0 Op o ��,��W 1+ 130 N W W �L44 120 (DE 576N SPEED = 25 MPH, OBJECT NEIGH = 22 ALLEY2A EXISTING GRADE, OF ROAD (T P.) HOR/Z. SCALE.- 1 "=20' PROPOSED Gfi 4DE, VERT. SCALE- 1 ` 10' OF ROAD ( .) � Of I ASBU/LT NOTE I THE ASBU/L T /NFORMA T/ON DEPICTED ON THESE PLANS /S BASED UPON FIELD SURI/EY INFORMATION PROVIDED BY CORE DESIGN AND SUPPLEMENTED BY S/TE CONTRACTOR, GOOOFELLOW BROTHERS, ON ✓ANUARY 29TH, 2024. GOODFELLOW BROTHERS INDICATES THAT THE DATA PROVIDED TO CORE DESIGN ACCURATEL Y REPRESENTS FIELD CONDITIONS ON THE DATE OF THEIR SURI/EY. CORE DESIGN HAS REVIEWED THE /NFORMAT/ON PROVIDED FOR GENERAL CONFORMANCE W/TH THE DESIGN CONCEPT, AND TO THE BEST OF OUR KNOWLEDGE THE /NFORMA T/ON /S /N ACCORDANCE WITH THE OBSERVED FIELD CONDITIONS. M E M 2/ 1 3/24 H H H SURVEYED: SCALE: LENN R. SPRAGUE P.L.S. �Rn�- AD 1 1981ffm% CITY 0 F AS NOTED HORIZONTAL- NAD 1983/1991 DESIGNED: AS HEA l/R/N DRAWN: RENT 0 N MARY MOORE ONE INCH DATUM CHECKED: AT FULL SCALE Planning/Building/Public Works Dept. HOLL/ HEA VR/N SCALE NOT ONE INCH ACCORDINGLY BY DATE APPR APPROVED: HOLL/ H. HEA VR/N P. E. 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 WITH/N SAG CURIES AT LOW POINTS SHALL BE 91-DIRECTIONAL VANED GRATES PER C.O.R. STD DTL 204.3. SEE DETAIL SHEET C4.37. 3. PIPE MA TERIAL SHALL CONFORM TO THE 2017 RSWDM CHAPTER 4, SECTION 4.2.1. AND TABLE 4.1.1.A2. �pK INS h, o wAsyfF CIVIL ENGINEERING y Z z LANDSCAPE ARCHITECTURE 'Con PLANNING 99 DESIGN SURVEYING ti IONAL 12100 NE 195th St, Suite 300 Bothell, Washington 98011 425.885.7877 2/13/24 R-417939 IN COMPLIANCE WITH CITY OF RENTON STANDARDS CANOPY 4196 LINCOLN AVE NE, RENTON, WA 98056 ROAD & STORM DRAINAGE PROFILES (ROAD A, ALLEYI & ALLEY2A) M O 0 N v PC 1 O Z DATE: CT 211JI24 V FIELDBOOK: PAGE: DRAWING NO: C4.22 SHEET: OF: 39 107 CONSTRUCT/ON RECORD DRA WINGS N v IN 150 120 110 170 160 150 140 130 120 h ^ SEE PLAN VIEW FOR PUBLIC VS PRIVATE LOW PT STA: 61*66.98 . CONVEYANCE SYSTEM ELEMENTS P14 STA 60*52.00 LOW PT EL: 125.5 . . PVl STA: 64f66.44 . PV/ E : 136.60 PV/ STA: 61 *38. 6 PVl EL: 139.14 . 50. 0' VC PI/l EL: 123.60 50.00' VC So - NIA 109.00' VC . (APPROA HANG I/VT'X.�' SSD = N/A EQD SSD 4.749 = �161 o h h (L/GHTED ROADWA h ,� ,� PRO SSD = 931 o . �o : o� ^ �� �� �� �� O VN V V �W cijW �o^ O•\ . UU. (�lv: mm . o^ o h� h o WW mm �� o — _. cOo� oZ ^ _ is ..: — _ . \ EXISTING GRADE, OF ROAD \ 3.58% 2 002 ._ 12"PVC B8248• 21.509 PROPOSEGRADEOF ROAD 36 � . . . . . y' . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . = 4. 0\ .50452: . . . ./ ° -F 12 � . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . DEPRESSED ° . . . . . . . . . . . . . . OR/1/EWAWY �. _ 06 . 139.1LF12» PVC _ " W W _ -- 44� `� W v .BLF _ \ o - 1 1 �o . `\ .� z�BS1<F 12� DI ® T. T. T. . . ��, .V . . . . ��� �� . . . . . . . . . . . . . . . . . . oo (DESIGN GPE = 25 MPH, OB✓ECT HEIGHT = 2J . . . . . . . . . . . . . . . . . . . . . . . . . . . Q op ......... .... ALLEY3 ... ......... ......... ......... L� \ ' "=20' .... ......... ......... ......... EXISTING GRADE, PROPOSED GRADE, �o ORIZ. SCALE. 1 •� .� .� . OF ROAD (TYP� �' OF ROAD (TYR) h ep , RT. SCALE. 1 =10 60+00 SEE PLAN VIEW FOR PUBLIC VS PRIVATE CONVEYANCE SYSTEM ELEMENTS o vv v j hj h v h r '� '� NMI O O e,.� -2.0095.601, 1. 409 00330608F I roc r?"„ a7 0 EXISTING GRADE, OF ROAD •(TYP) 60+50 A PROPOSED GRADE OF ROAD (TYP.) 61 +00 3 61 +50 40+00 40+50 41+00 41+50 STANDARD NOTES ASBU/LT NOTE � THE ASBU/L T /NFORMA T/ON DEPICTED ON THESE PLANS /S BASED UPON FIELD SURI/EY INFORMAT/ON PROVIDED BY CORE DESIGN AND SUPPLEMENTED BY S/TE CONTRACTOR, GOOOFELLOW BROTHERS, ON ✓ANUARY 29TH, 2024. GOOOFELLOW BROTHERS /ND/CATES THAT THE DATA PROVIDED TO CORE DESIGN ACCURATEL Y REPRESENTS FIELD CONDITIONS ON THE DATE OF THEIR SURI/EY. CORE DESIGN HAS REV/EWED THE /NFORMAT/ON PROVIDED FOR GENERAL CONFORMANCE W/TH THE DES/GN CONCEPT, AND TO THE BEST OF OUR KNOWLEDGE THE /NFORMA T/ON /S /N ACCORDANCE WITH THE OBSERVED FIELD CONDITIONS. 1. ALL STORM FRAMES SHALL BE VANED GRATES PER C.O.R STD DTL 204.2 UNLESS OTHERW/SE NOTED. SEE DETAIL SHEET C4 J7. 2. STORM FRAMES WITHIN SAG CURVES AT LOW POINTS SHALL BE 91-DIREC77ONAL VANED GRATES PER C. O.R. STD D7Z 204.3. SEE DETAIL SHEET C4.37. 3. P/PE MA TER/AL SHALL CONFORM TO THE 2017 RSWDM CHAPTER 4, SECTION 4.2.1. AND TABLE 4.1.1.A2. UNDERGROUND LOCATOR SERVICE CALL BEFORE YOU DIG. 8/ 62+00 62+50 HIGH PT STA: 1t99.23 HIGH PT EL: 49.06 PV/ STA: 41 95.34 PV/ EL: 14 .41 50.00' L% = 158' REQ D SSD (3.34 PROV'D SSD 211' N� . NW� �:. Z � W ��WWW (DES/GV PEED = 25 MPH, ~ OB✓EC HEIGHT = 2) HORAZ SCALE' 1 A 20' . . . VERT. S ALE 1'=10' h � 42+00 1 1 CONSTRUCTION RECORD DRAWINGS F.ITS"M •► 63+00 63+50 EXISTING GRADE., OF ROAD . . . . . . . . . . . . . . . . . . . PROPOSED GRADE, OF ROAD . . -2.449 ° 6bt 1LF 0.0063 571LF _g BB6cr iziF 12" PVC i — O % O ad ao Z h • �. �. Z N 64+00 64+50 65+00 SEE PLAN VIEW FOR PUBLIC VS PRIVATE CONVEYANCE SYSTEM ELEMENTS Q 3 Wo O Z o �� 03 �O ^ �� h h aoN co o�d, o `N h �, O II 3.589` 5 1 -1.509 o o, o o o 42+50 43+00 43+50 44+00 44+30 M E M 2/ 1 3/24 H H H SURVEYED: SCALE: LENN R. SPRAGUE P.L. S. �Rn�- AD 1 1981 CITY 0 F AS NOTED HORIZONTAL- NAD 1983/1991 DESIGNEDHOLZI HEA VR/N DRAWN: RENTON MARY MOORE ONE INCH DATUM CHECKED: AT FULL SCALE Planning/Building/Public Works Dept. HOLL/ HEA VR/N SCALE NOT ONE ACCORDINGLY BY DATE APPR APPROVED: HOLL/ H. HEA VR/N P. E. m 0 QV _ cW^ L . \ A . (DESIGN SPEED = 25 H, OBJECT HEIGHT = 2) ALL Y3 HOR/Z. SC E. 1 "20' . . . . INERT. SCA E. 1 10' 170 160 150 120 110 65+50 160 150 140 130 120 66+00 66+50 �pK INS h, o wAsyfF CIVIL ENGINEERING o, z LANDSCAPE ARCHITECTURE ZPLANNING 99 DESIGN SURVEYING 1 IpNAL 12100 NE 195th St, Suite 300 Bothell, Washington 98011 425.885.7877 2/13/24 R-417940 IN COMPLIANCE WITH CITY OF RENTON STANDARDS CANOPY 4196 LINCOLN AVE NE, RENTON, WA 98056 ROAD & STORM DRAINAGE PROFICES (ALLEY2 &ALLEY3) N O 0 J z DATE: CT 211JI24 V FIELDBOOK: PAGE: DRAWING NO: C4.23 SHEET: OF: 40 107 CONSTRUCT/ON RECORD DRA WINGS SEE PLAN VIEW FOR PUBLIC VS PRIVATE 170 CONVEYANCE SYSTEM ELEMENTS M SEE PLAN VIEW FOR PUBLIC VS PRIVATE O O CONVEYANCE SYSTEM ELEMENTS Q 1OO 1OO O O ......... ......... ......... ......... ..... .... ...... O Q � O W v W O 160INZ Q N N 90 90 V (zj m0 Off^ C�� m . o^ on c5N•, 150 — __-- m o Q o 10.12% p 0440 PROPOSED . Q �, o <r p - - CENTERL/NE . . . . . . . . . . . . . . . . . . . . . . . . . o o c� g, 76q 700 12'" PVC_ - 0 GRADE 80 . . . . . 0 �. . -- 80 Q W ors 9.64% __--- :__ - -399% o �;w 4F 12" PV0 ___---- . . . . . . . . . . . . . . . . . . . . 140 ^ ^ . . . . . _ . . . . . . m o 0 0 12 0 3 W V O 70 7o N Q Q 3.s4� -- _ �' . . . . L L N . . . . . . . . . . . . m ' - `�,� °v° � VAULTACCESSA O cyl �� WW 0 130 066 - v ^ ^ HOR/Z. SCALE. 1 "20' � o - . PROPOSED NORTH W VERT. SCALE.• 1 =10 . �, EXISTING GRADE �)� . . . . . . . . . 18 6I,F Pvc p �o >: � � � , , - ; , cV CURB FLOWLINE � � TO REMAIN ^ 320 o o^d 120 0 0 0, N . . . . . . . . . . . . . . . . . . . . . . J O � ® v o 65.29- 2" PAC h 3 80+00 80+50 80+86 — —�^ 51.9LF D/ CI` 110 . . . � 12 _ . . . . . . . . . . . . . . . . . . . . . . . nl . . . . . . ®aIJ18 � � � W W . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . Vo . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 100 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . M SEE PLAN VIEW FOR PUBLIC VS PRIVATE V O . � � CONVEYANCE SYSTEM ELEMENTS ^ Q O L ^ W Q N N 90 PW STA: 120*63.00 � 90 V � QZ ^ ^ (J EX/STING GRADE o 90 . . . . . . . . •. PV/ EL: 69.74 c� o <, o o, co co OF ROAD (TYP.) HOR/Z. SCALE 1 "-20' PROPOSED PROPOSED m m iy ►� ►� T0: REMAIN . . . . . . . . 50.00 VC ^� 0 0 0 Ft 0KINE ELEVA TION CENTERL/NE ELEVA TION VERT. SCALE >-10 oOrn o O �j �rn �o � �:�00�ck � BAN o w0 m Iw\ °j •� h .� 80 SO ^� NN N h N NZ w w w w cy 56, 70/0 1.409 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 mm SEE PLAN VIEW FOR PUBLIC VS PRIVATE 110 CONVEYANCE SYSTEM ELEMENTS PW STA: 70*67.00 PW EL: 76.27 50.00' VC 100 ve o A �m J� WW go czjh . o✓ . �o 80 II � 3 6q r1da;77.J5 299 g8.OLF 2.0 Z. B 6 ..7LF 70 24"D W "�^ IN 1w 70 .i � Q 110 m h W ^ h o� W 50 100 XISTING: GRADE, OF ROAD PROPOSED GRADE, OF ROAD 90 STANDARD NOTES 9 --------------- ---- ----------------------- 9.41E . . . . rv�N . . . . . . Ise-9Lf 24" PVC 9 R LW H 0.0096 „ � (TO VAUL T�QL N SzN 60 N W W^W 70+50 VAUL TACCESS OAD HOR/Z. SCALE- 1 "=2 ' VERT. SCALE- 1" 10 h 71 +00 UNDERGROUND LOCATOR SERVICE CALL BEFORE YOU DIG. 811 r"^ 0 0 71 +50 EXISTING GRADE, PROPOSED GRADE, OF ROAD (TYP.) OF ROAD (TYR) a 72+00 1 1 CONSTRUCTION RECORD DRAWINGS on m0 b .0 •► 72+50 1. ALL STORM FRAMES SHALL BE VANED GRATES PER C. O.R STD DTL 204.2 UNLESS OTHERWISE 80 NOTED. SEE DETAIL SHEET C4.37. 2. STORM FRAMES WITHIN SAG CURVES AT LOW POINTS SHALL BE BI-DIRECTIONAL VANED GRATES PER C.O.R. STD DTL 204.3. SEE DETAIL SHEET C4.37. 3. P/PE MA TER/AL SHALL CONFORM TO THE 2017 70 RSWOM CHAPTER 4, SECT/ON 4.2.1. AND TABLE 4. t t /12. 72+75 I ASBU/LT NOTE I THE ASBU/L T /NFORMAT/ON DEPICTED ON THESE PLANS /S BASED UPON FIELD SURVEY INFORMATION PROVIDED SY CORE DESIGN AND SUPPLEMENTED BY S/TE CONTRACTOR, GOOOFELLOW BROTHERS, ON ✓ANUARY 29TH, 2024. GOOOFELLOW BROTHERS INDICATES THAT THE DATA PROVIDED TO CORE DESIGN ACCURATEL Y REPRESENTS FIELD CONDITIONS ON THE DATE OF THE/R SURVf-Y. CORE DESIGN HAS REV/EWED THE INFORMATION PROVIDED FOR GENERAL CONFORMANCE W/TH THE DES/GN CONCEPT, AND TO THE BEST OF OUR KNOWLEDGE THE /NFORMAT/ON /S /N ACCORDANCE WITH THE OBSERVED FIELD COND/T/ONS. M E M 2/ 1 3/24 H H H SURVEYED: SCALE: LENN R. SPRAGUE P.L.S. VERTICAL* AD 1 1981ffm% CITY 0 F AS NOTED HORIZONTAL- NAD 1983/1991 DESIGNED: AS HEA l/R/N DRAWN: RENTON MARY MOORE ONE INCH DATUM CHECKED: AT FULL SCALE Planning/Building/Public Works Dept. ROLL/ HEA VR/N IF NOT ONE INCH BY DATE APPR APPROVED: HEA VR/N P. SCALE ACCORDINGLY ROLL/ H. . 50 NORTYVAULTACCESSROAD HOR/Z. SCALE- 1 "20' VERT. SCALE- 1" 10' 120+50 121+00 121+45 �pK INS h, o wAsyfF CIVIL ENGINEERING y Z z LANDSCAPE ARCHITECTURE PLANNING 99 DESIGN SURVEYING ti IpNAL 12100 NE 195th St, Suite 300 Bothell, Washington 98011 425.885.7877 2/13/24 R-417941 IN COMPLIANCE WITH CITY OF RENTON STANDARDS O DATE: CANOPY 211JI24 V 4196LINCOLNAVE NE, RENTON, WA98056 FIELDBOOK: PAGE: DRAWING NO: ROAD & STORM DRAINAGE PROF/LES C4.24 (NE 40TH ST, VA UL T A CCESS ROADS) SHEET: 41 OF, 107 CONSTRUCT/ON RECORD DRA WINGS 110 O 100 O 90 70 50 h W v, 103+50 SEE PLAN VIEW FOR PUBLIC VS PRIVATE CONVEYANCE SYSTEM ELEMENTS Q 0 k 90+00 104+00 104+50 105+00 105+50 106+00 106+50 107+00 107+50 108+00 108+50 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . �, . . . . . PW STA: 94+40. 7 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . PVI:STA. 92f67.50: . . . . . . Q . PW EL: 61.85 _ PSO D SSD (3.329) 158' . 10000'VC: o PROV'DSSD=99': o REQD SSD (4.529) = 161: o V Q . . . . . . . . . PROVD SSD 4,157 h ^ o °j EXISTING GRADE,: � OF ROAD rn o 6), �W, [PROPOSED GRADE, OF ROAD 49.1LF °j �I m 69EF 18 "D/— Q h m m ® 0.0503 �I W -- 0.0728 W (FROM VAUL T) 6— — 21 -- 50.3LF . 12" CPEP �F 12 � ----------------------- - — — -- --- 0 . . . . . . . . . . . . . . . . . . . . . . . . . _ o 0.08 3q . . 2 70% ----------------- 18" lE ��� ------ 55.96 I �) zF 24 Dl ®-19 0 14. 9LF �o • $- t �o W F 12" Dl ,o\. 58.47 25a� `" 243.4LF .0088 L--------------------------------------------------------------- J 0• Lsq . . . . . . . . . . . . ���A >_ h Q _ .� (DE SPEED = 25 M H, OBJECT HEIGHT = 2) LINCOL A VE NE �) �i $- �- T. `6 EXISTING GRADE PROPOSED GRADE, HOR/Z. SC E.• 1 "20' h Q4 W �' W W OF ROAD TYP OF ROAD TYR VERT. SCA E 1 "10' �, ( ) �' ( ) hhhh 90+50 91+00 91+50 92+00 92+50 93+00 93+50 94+00 94+50 SEE PLAN VIEW FOR PUBLIC VS PRIVATE CONVEYANCE SYSTEM ELEMENTS " W moo O ROCK -LINED OUTFALL PAD 1' THICK X 7' W/DE x 8' LONG A ROCK LINING SHALL MEET THE Sf SCIRCA TONS OF THE 2017 RSWDM k SECTION 4.2.2 AND TABLE 4.2.2A — — — — — 329%------ IE 79.;7-07327 212 DI ® G 0064 0.0236 . . . . . . �50 96+00 -w 70 In 96+50 97+00 97+50 1 1 CONSTRUCTION RECORD DRAWINGS UNDERGROUND LOCATOR SERVICE CALL BEFORE YOU DIG! 811 •ra :IM ASBUIL T NOTE THE ASBUIL T /NFORMA TION DEPICTED ON THESE PLANS /5 BASED UPON FIELD SURVEY INFORMATION PROVIDED BY CORE DESIGN AND SUPPLEMENTED BY SITE CONTRACTOR, GOOOFELLOW BROTHERS, ON ✓ANUARY 29TH, 2024. GOOOFELL0W BROTHERS INDICATES THAT THE DATA PROVIDED TO CORE DESIGN ACCURA TEL Y REPRESENTS FIELD CONDITIONS ON THE DATE OF THE/R SURVf-Y. CORE DESIGN HAS REV/EWED THE INFORMATION PROVIDED FOR GENERAL CONFORMANCE W/TH THE DESIGN CONCEPT, AND TO THE BEST OF OUR KNOWLEDGE THE INFORMATION /S /N ACCORDANCE W/TH THE OBSERVED FIELD CONDITIONS. STANDARD NOTES 1. ALL STORM FRAMES SHALL BE VANED GRA TES PER C. 0. R STD DTL 204.2 UNLESS OTHERWISE NOTED. SEE DETAIL SHEET C4.37. 2. STORM FRAMES W/THIN SAG CURVES AT LOW POINTS SHALL BE BI-DIRECTIONAL VANED GRATES PER C.O.R. STD DTL 204.3. SEE DETAIL SHEET C4.37. 3. PIPE MA TER/AL SHALL CONFORM TO THE 2017 RSWDM CHAPTER 4, SECTION 4.2.1. AND TABLE 4.1.1.A2. M E M 2/ 1 3/24 H H H SURVEYED: LENN R. SPRAGUE P.L.S. SCALE: AS NOTED DESIGNED: HOLL/ HEA VR/N DRAWN: MARY MOORE ONE INCH CHECKED: HOLL/ HEA VR/N AT FULL SCALE SCALE NOT ONE ACCORDINGLY BY DATE APPR APPROVED: HOLL/ H. HEA VR/N P. E. VERnCAL• NAVD 1988 HORIZONTAL- NAD 1983/1991 DATUM CITY OF RENTON • Planning/Building/Public Works Dept. 109+00 95+00 110 M O 100 0 N v 90 109+25 95-0 W �pK INS h, o wAsyfF CIVIL ENGINEERING o, z LANDSCAPE ARCHITECTURE ZPLANNING 99 DESIGN SURVEYING IS ERF 1 IpNAL 12100 NE 195th St, Suite 300 Bothell, Washington 98011 425.885.7877 2/13/24 R-417942 IN COMPLIANCE WITH CITY OF RENTON STANDARDS CANOPY 4196 LINCOLN AVE NE, RENTON, WA 98056 ROAD & STORM DRAINAGE PROFILES (LINCOLN A VE NE) O Z DATE: CT 211JI24 V FIELDBOOK: PAGE: DRAWING NO: C4.25 SHEEP: OF: 42 107 Ls m Q W CONSTRUCT/ON RECORD DRA WINGS M O O O d) H 1 O Z Q CONSTRUCT/ON RECORD DRA WINGS M O O O d) H 1 O Z Q CONSTRUCT/ON RECORD DRA WINGS FIN/SHED GRADE VAR/ES (SEE GRADING PLAN) TOP OF VAULT 75.60 0.6' FREEBOARD - H. W S. EL. -7+ & 74.02 0 10' LIVE STORAGE CELL 1 136' Q08' 63.2 62.75 --57- ------------- L.W.S. EL. 64-8-64.02 -------------_------_LEl/EL_------. 9' SOUTH VAULT SECT/ON A A SCALE- 1`10' FINISHED GRADE VARIES SEE GRADING PLAN) TOP OF VAULT 75.60 N 0.6'FREEBOARD---------- i ------------- - H.W.S. EL. 4974.02 � 6" IF 73.50 V 24" IF 7z?.471.35 CONTROL STRUCTURE FROM CB 3 10'L/l/E STORAGE 4 CELL FROM CLEANOUT SEE DETAIL, THIS SHEET 105------- a L.W.S. EL. fi4$ 64. 02 --------------------=05q,-------- SOUTH VA UL T SECT/ON B-B SCALE- 1`10' F/N/SHED GRADE VARIES (SEE GRADING PLAN) TOP OF VAULT 75.60 0.6' FREEBOARD H. W.S. EL. F*t4 - H. W.S. EL. F*64 - H. W S. EL. CELL 1 7 '02 CELL 27402 CELL 37402 CELL 47402 10' L/VE STORAGE 18, 16' 16' 16' 63.2 L. W.S. 63.2 63.2 63.2 63.2 63.2 L. W.S. L. W.S. 63.2 63.2 L. W.S. FOOTING DR 64.02 1 EL. >�r4$ 64.02 1 EL. 64$ 64.02 - - 1 EL. > 64.02 � - - (TYP)=59'_ -5q- -5q- =59_ -5q- SOUTH VAULT SECT/ON C-C SCALE- 1" 10' 0 `(EYMAP / L/NCOLN AVE NE VAUL T VOLUMES (CF) STORAGE TYPE DESIGN AS-BU/L T SOUTH VAULT LIVE 82, 080 62,080 62.8 0..8, --- -59 8' 1 1 CONSTRUCTION RECORD DRAWINGS 62.75 63.2 REMOVABLE WATERTIGHT COUPLING (OPTIONAL) 4" At CUP `O � REO D ELEV. WELDED ELBOW A DRILL OR/F/G ELBOW DETAIL NOT TO SCALE M E M 2/ 13/24 H H H SURVEYED: SCALE: LENN R. SPRAGUE P. L. S. DESIGNED: ROLL/ HEA VR/N DRAWN: MARY MOOR�pE ONE INCH CHECKEDHOLL/ HEA VRIN IF NOT ONEAT FULL NCH BY DATE APPR APPROVED: SCALE ACCORDINGLY ROLL/ H. HEA VR/N P. E. SOLID COVER MARKED 'DRAIN" WITH A SOL T L OCKING RING AND COVER. RIM ELEVA TION = 76.14 LADDER TOP OF RISER 74.02 PIPE SUPPORT (2 MIN.) 3"x0.090" ALUMINUM WITH 5/8" STAINLESS BOL TS SEE ELBOW DETAIL THIS SHEET (TYP) 4 18" RISER SAND COLLAR OR - I(OR-N-SEAL BOOT (TYP.) 18" OUTLET PIPE TO NORTH VAUL T 4 4- a 4 FINISH GRADE X /\�'x\ TOP OF VAULT EL. 75.60 >\\> � Q V H W S.- EL. 74.02 EL: � 7J 02 0 2" ORIFICE EL: �B 71.05 01-112" ORIFICE EL: 6-9.-8 69.79 01 " ORIFICE SHEAR GATE L. W.S. EL. 6-0-9 64.02 10.89 4 4 0 1-118" a 4 ORIFICE 4 IN BOTTOM PLA TE a 4 4 � 4 4 SOUTH VA UL T CONTROL STRUCTURE SCALE.- 1"=2' ASBU/LT NOTE I THE ASBUIL T INFORMA TION DEPICTED ON THESE PLANS /S BASED UPON FIELD SURVEY INFORMATION PRO VDED BY CORE DESIGN AND SUPPLEMENTED BY SITE CONTRACTOR, GOODFELLOW BROTHERS, ON JANUARY 29TH, 2024. GOODFELLOW BROTHERS INDICATES THAT THE DATA PROVIDED TO CORE DESIGN ACCURATEL Y REPRESENTS FIELD CONDITIONS ON THE DATE OF THEIR SURI/EY. CORE DESIGN HAS REVIEWED THE INFORMATION PROVIDED FOR GENERAL CONFORMANCE WITH THE DESIGN CONCEPT, AND TO THE BEST OF OUR KNOWLEDGE THE /NFORMA TION /S /N ACCORDANCE WITH THE OBSERVED FIELD CONDITIONS. UNDERGROUND LOCATOR SERVICE CALL BEFORE YOU DIG! 811 VERTICAL• NAVD 1988 HORIZONTAL- NAD 1983/1991 DATUM 11 CITY OF '� RENTON Planning/Building/Public Works Dept. 4 4 �pK INS h, o wAsyfF CIVIL ENGINEERING o, z LANDSCAPE ARCHITECTURE 'ConZPLANNING 99 �.� DESIGN SURVEYING ISTER � ZONAL 12100 NE 195th St, Suite 300 Bothell, Washington 98011 425.885.7877 2/13/24 R-417945 IN COMPLIANCE WITH CITY OF RENTON STANDARDS CANOPY 4196 LINCOLN AVE NE, RENTON, WA 98056 STORM DRAINAGE VA UL T DETAILS SOUTH VA UL T PC 1 Z DATE: CT 211JI24 V FIELDBOOK: PAGE: DRAWING NO: C4.32 SHEET: OF: 45 107 CONSTRUCT/ON RECORD DRA WINGS 0 Q ' O EX OFFS/TE TREE TO REMAIN (TYP) �68 PROPERTY LINE (TYP) EXISTING GROUND CONTOUR (TYP) TYPE 2-48" VANED GRATE RIM 69. 95 59.70 18" lE /N 56 92 (SE) 56.00 12" lE /N 36 r2 (SE) 56.20 24" IE OUT s✓6 B2 (N) 56.00 12" 1E 56.45 (E) LINCOLNA VE NE v v - > p �- EX TREE TO BE SA VED 0 SEE SECTION C-C 12" VENT SHEET C4.34 (TYP) SEE SECTIO A -A SHEET C4 4 PROPOSED FINISH GRADE CONTOUR (TYP) 0 SEE SECTION 5-8 SHEET C4.34 CONTROL STRUCTURE SEE DETAIL, SHEET C4.34 49ILF r✓9EF 18" Dl ® L9 --- \ p \ \ 80 PROPOSED �e \ /0' UTILITY ESMT - 66 v (TYP) FROM �� SOUTH VA UL T \\ \ \ \\ M 100LF . -4 �99EF 18" PVC v 18" lE ;56 B9 © 0-B88B 0. 0802 • \ W TRACTA V (STORM/OPEN SPACE) --------- ----- / ----- ------------ ----------------- - --------------- ----------- — — -------------- ti V V W 1-64—V 62- 18" lE 69 69 58.47 24 " ACCESS MANHOLE (TYP) NORTH VA UL T - EXTERIOR SCALE.• 1 "10' im p •• 5' 10' GRATED ACCESS ° HATCH (SEE STRUCTURAL / PLAN FOR DETAILS) / • L 12" lE -46 09 55.96 52.3 80' ` ` LIVE/DEAD STORAGE 0 52 J-6i? 51.8 `0.59, o h ' ---------� -------------------------------------------------- ' V i u � ------- �________ -------� -------------------------------- --------------------------------------------------- h -------------------------- 52.3-5 31. 52.3 104' L/VE/DEAD STORAGE ` 52.3 , 51.8 1 0 0.59_ 0 h-------------------------------------------------------------------- --- 3%z�52.3 W TRACTA ` S (STORM/OPEN SPACE) ---------------------------------- ---------------------------------------------------- \ 52.33z?2 LIVE/DEAD STORAGE 52.3�; �51.5 , ----------------------------- 0.59_ ' CONTROL STRUCTURE --------------------------------- 523 --------------------------------------------50.97 SEE DETAIL, SHEET CAJ4. 54" CATCH BASIN BASE FOR SUMP. SEE STRUCTURAL ` PLANS FOR ADDITIONAL INFO. 52.3�\ 124' NORTH VA UL T - INTERIOR SCALE.• 1 "=10' 1 1 CONSTRUCTION RECORD DRAWINGS F.ITION •► M E M 2/ 13/24 H H H SURVEYED: SCALE: LENN R. SPRAGUE P. L. S. DESIGNED: ROLL/ HEA VR/N DRAWN: MARY MOOR�pE ONE INCH CHECKEDHOLL/ HEA VRIN IF NOT ONEC NCH BY DATE APPR APPROVED: SCALE ACCORDINGLY ROLL/ H. HEA VR/N P. E. UNDERGROUND LOCATOR SERVICE CALL BEFORE YOU DIG. 811 VERTICAL• NAVD 1988 HORIZONTAL- NAD 1983/1991 DATUM CITY OF RENTON VAw Planning/Building/Public Works Dept. SCALE: 1" = 10' 0 5 10 20 WA TER QUALITY VENTING TOTAL VAUL T SURFACE AREA: 5,176 SF RENU/RED Vf-NT/LA T/ON AREA (49) = 207 SF 4-5'x10' GRATED ACCESS Off N/NGS.• 200 SF 6-12" Vf-NTS = 18.8 SF PROVIDED Vf-NT/LAT/ON AREA (4.29) = 2 18. 8 SF ASBU/LT NOTE I THE ASBUIL T INFORMA TION DEPICTED ON THESE PLANS /S BASED UPON F/ELD SURVf-Y INFORMATION PROVIDED BY CORE DESIGN AND SUPPLEMENTED BY SITE CONTRACTOR, GOODFELLOW BROTHERS, ON JANUARY 29TH, 2024 GOODFELL0W BROTHERS /ND/CA TES THAT THE DATA PROVIDED TO CORE DESIGN ACCURATEL Y REPRESENTS F/ELD CONDITIONS ON THE DATE OF THE/R SURVf-Y. CORE DESIGN HAS REVIEWED THE INFORMATION PROVIDED FOR GENERAL CONFORMANCE WITH THE DESIGN CONCEPT, AND TO THE BEST OF OUR KNOWLEDGE THE INFORMATION /S /N ACCORDANCE WITH THE OBSERI/ED FIELD CONDITIONS. �pK INS h, o wAsyfF CIVIL ENGINEERING Z z LANDSCAPE ARCHITECTURE 'Con PLANNING 99 �•� DESIGN SURVEYING ISTER � IONAL 12100 NE 195th St, Suite 300 Bothell, Washington 98011 425.885.7877 2/13/24 R-417946 IN COMPLIANCE WITH CITY OF RENTON STANDARDS CANOPY 4196 LINCOLN AVE NE, RENTON, WA 98056 STORM DRAINAGE VA UL T PLAN NORTH VA UL T PC 1 DATE: CT 211JI24 V FIELDBOOK: PAGE: DRAWING NO: C4.33 SHEET: OF: 46 107 CONSTRUCT/ON RECORD DRA WINGS O Z v M V 0.6' FREEBOARD FIN/SHED GRADE VAR/ES LSEE GRADING PLAN, TOP OF VAULT 65.1 - H. W.S. EL. -69 5 63.47 ------------- 5' LIVE STORAGE LIVE DEAD INTERFACE 58-.r 58.47 --------------------------- - - - - - - - - - - - - - 52.3 CELL 3 41-11711 51.8 DEAD BOTTOM W.S. 53.0 -59-- - - - - - - - - - - - - - - - 5.5' DEAD STORAGE 52.3'z§i� 51.56 - - - - - - - - - -89 ' 8� 1' SEDIMENT STORAGE �8 3- 80' NORTH VA UL T SEC TON A A SCALE- 1 "10' 56.00 -18" lE FROM SOUTH VAUL T F/N/SHED GRADE VAR/ES (SEE GRADING PLAN) TOP OF VAULT 65.1 0.6' FREEBOARD - H. W.S. EL. -6�,r 6347 24" 1E 58J 58.47 5' LIVE STORAGE OUTLET TO CB 2 LIVE DEAD INTERFACE 58✓ 58.47 523 CELL 1 52.3 5.5 DEAD STORAGE 51.5 DEAD BOTTOM W.S. 53.0 51.5 - - - - -------------------------------- _0.59 0.59_ 1' SEDIMENT STORAGE g' 51.8 g' 62' HIGH POINT 62' 124' NORTH VA UL T SEC TON B-B SCALE-.- 1 `10' `(EYMAP L/NCOLN AtlE NE FINISHED GRADE VAR/ES (SEE GRAD/NG PLANT TOP OF VA UL T 65.1 0.6' FREEBOARD H. W.S. EL. 4-7463 4 H.W.S. EL. 44-6- 6347 H.W.S. EL. frr5 63.47 5' LIVE STORAGE CELL 3 L/1/E DEAD 56-5-58.47 CELL 2 L/Vf DEAD 58r58.47 CELL 1 L/Vf DEAD 48✓58.47 - -1s,- -16,- 18- 5.5' DEAD STORAGE DEAD ?z2 BOTTOM_ 52.3_ DEAD BOTTOM_ 52.3_J- DEAD BOTTOM_ I' SED/MENT STORAGE _ 5�- 53 0 -57 .0 -5� 15:5T _52.3 _ 5q- 53.0 5� �?z2 VARIES VAR/ES VARIES 52.3 NORTH VA UL T SEC TON C-C SCALE` 1 "=10' NORTH VAUL T VA UL T VOLUMES (CF) STORAGE TYPE DESIGN AS-BU/L T LIVE 25,880 25,880 DEAD 28,468 28,468 5' t1Vf- STORAGE 5.5' DEAD STORAGE -1' SED/MENT STORAGE 52.3 1 1 CONSTRUCTION RECORD DRAWINGS F.ITIMM •► 55.96 12" 1E 56-9- FROM CB 42 REMOVABLE WATERTIGHT COUPLING (OPTIONAL) 4" ALUM/NUM CUP `O REO D ELEV. WELDED ELBOW MACH/NE CUT OR DRILL ORIFICE /N END PLA TE ELBOW DETAIL NOT TO SCALE M E M 2/ 13/24 H H H SURVEYED: SCALE: LENN R. SPRAGUE P.L.S. DESIGNED: ROLL/ HEA VR/N DRAWN: MARY MOORF ONE IN CHECKEDHAT FULL OLL/ HEA VRIN IF NOT ONEC NCH BY DATE APPR APPROVED: SCALE ACCORDINGLY ROLL/ H. HEA VR/N P. E. SOLID COVER MARKED 'DRAIN" WITH A BOL T L OCKING RING AND COVER. RIM ELEVA TION = 65.9 LADDER 4 TOP OF RISER EL. -6- r 6347 PIPE SUPPORT (2 MIN.)4 3"x0. 090" AL UMINUM WITH 5/L STAINLESS BOL TS SEE ELBOW DETAIL I 4 THIS SHEET (TYP) a SAND COLLAR OR KOR-N-SEAL BOOT 18" OUTLET PIPE TO CB 2 N� N� 4 9 a 4 a J 4 FINISH GRADE TOP OF. l!AlUL T EL. 65.10 Iv H. W S.- EL. frsr 63.47 \ / I EL: -6�9. 61.85 01-718" ORIFICE EL: 60.42 0 1-3/4" ORIFICE SHEAR GA TE L. W S. EL.r 58.47 18" RISER 01-9116" ORIFICE IN BOTTOM PLA TE 52.3 5i.-ZIL 59 i - Q i 4� 4 4 Q 4 i a J 4 , 4 NORTH VA UL T CONTROL STRUCTURE ASBU/LT NOTE I THE ASBUIL T INFORMA TION DEPICTED ON THESE PLANS /S BASED UPON FIELD SURVEY INFORMATION PRO VDED BY CORE DESIGN AND SUPPLEMENTED BY SITE CONTRACTOR, GOODFELLOW BROTHERS, ON JANUARY 29TH, 2024. GOODFELLOW BROTHERS /ND/CATES THAT THE DATA PROVIDED TO CORE DESIGN ACCURATEL Y REPRESENTS FIELD CONDITIONS ON THE DATE OF THEIR SURI/EY. CORE DESIGN HAS REVIEWED THE INFORMATION PROVIDED FOR GENERAL CONFORMANCE WITH THE DESIGN CONCEPT, AND TO THE BEST OF OUR KNOWLEDGE THE /NFORMA TION /S /N ACCORDANCE WITH THE OBSERVED FIELD CONDITIONS. UNDERGROUND LOCATOR SERVICE CALL BEFORE YOU DIG. 811 SCALE- 1 "=2' 51.5 4 �pK INS h, o wAsyfF CIVIL ENGINEERING o, z LANDSCAPE ARCHITECTURE ZPLANNING 'Con 99 �.� DESIGN SURVEYING ISTER 1pNAL 12100 NE 195th St, Suite 300 Bothell, Washington 98011 425.885.7877 2/13/24 R-417947 IN COMPLIANCE WITH CITY OF RENTON STANDARDS DATE: VERTICAL• NAVD 1988 HORIZONTAL- NAD 1983/1991 CITY OF CANOPY 211JI24 4196LINCOLNAVENE, RENTON, WA98056 FIELDBOOK: RENTON PAGE Iftow DATUM DRAWING NO: Planning/Building/Public Works Dept. STORM DRAINAGE VA UL T DETAILS C4.34 NORTH VA UL T SHEET: OF: 47 107 CONSTRUCT/ON RECORD DRA WINGS Nc 1 Z Q O O O Q M v O PER SURFACING SECTION SEE SHEET C3 31 NORTHERN VAL T NORTH VAUL TACCESS ROAD SCALE- 1:5 J J w ❑ J z of w w r m z Q 4'-0"MIN. - SEE CONTRACT PLANS 3/8" EXPANSION JOINT (TYP.) -SEE STANDARD PLAN F-30.10 � LANDING c PER C.O.R. S._ SEE SHEET C3.42 ;I�i9�il�ilela JLIV/ILL/ UV/Yli/IL /L I V/'1L/►I/1 /. UL//YLi/IL /L BE A MIN 6" DEPTH AND ABLE TO SUPPORT FIRE TRUCK LOADING AND OUTRIGGER SUPPORT. SOUTHERN VAL T SOUTH VA UL TA CCESS ROAD SCALE- 1:5 4' - 0" MIN. - A 3/8" (IN) EXPANSION SEE CONTRACT PLANS PEDESTRIAN CURB JOINT (TYP.) - SEE SEE NOTE 9 STANDARD PLAN F-30.10 \ _ LANDING B SIDEWALK CURB AND GUTTER SIDEWALK CURB RAMP 4' - 0" MIN. SEE CONTRACT PLANS FACE OF CURB CROSSWALK PLAN VIEW TYPE PARALLEL A CURB AND GUTTER CURBRAMP CURB RAM DETECTABLE WARNING SURFACE - 4' - 0" MIN. 7 SEE STANDARD PLAN F-45.10 SEE CONTRACT PLANS DEPRESSED CURB AND GUTTER FACE OF CURB 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. 15' - 0" MAX. (TYP.) SEE NOTE 7 SIDEWALK GRADE BREAK CEMENT CONCRETE PEDESTRIAN CURB - SEE NOTE 9 4' - 0" MIN. CONTRACT PLANS DETECTABLE WARNING SURFACE - SEE STANDARD PLAN F-45.10 1_ 4'-0"MIN. _1 / SEE CONTRACT PLANS a w 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 CURB RAMP TYPE PARALLEL A" PAY LIMIT - SEE NOTE 6 ? \ UNDERGROUND LOCATOR SERVICE CALL BEFORE YOU DIG. 8/ CURB RAMP ISOMETRIC VIEW TYPE PARALLEL A PAY LIMIT 1 1 CONSTRUCTION RECORD DRAWINGS •ra 20' .;UV/ILL/ LiV/YLi/IL /L /IV/1UII/'1 /. liV/YLd IL /L J///1LL BE A MIN 6" DEPTH AND ABLE TO SUPPORT FIRE TRUCK LOADING AND OUTRIGGER SUPPORT. SOUTHERN VAUL T SOUTH VAUL TACCESS A NOTES 1. At marked crosswalks, the connection between the landing and the PEDESTRIAN cuR6 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. 6. The Bid Item "Cement Concrete Curb Ramp Type " does not include `DEPRESSED CURB AND GUTTER the adjacent Curb, Curb and Gutter, Depressed Curb and Gutter, CROSSWALK 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 slo e from bottom of ram to to of ram to match into the sidewalk P P p p over a horizontal distance of 15 feet. Do not include abutting landing(s) in the15-foot max. measurement. When a ramp is constructed on a radius, the GRADE BREAK 15-foot max. length is measured on the inside radius along the back of the SLOPE walkway. COUNTER TOP OF 5.0% MomROADWAY 8. Curb Ramps and Landings shall receive a broom finish. See Standard Specifications 8-14. DEPRESSED CURB 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 SEE CONTRACT PLANS SEE NOTE 7 SLOPE IN EITHER DIRECTION GRADE BREAK SIDEWALK * 1.5% OR FLATTER RECOMMENDED FOR GRADE BREAK DESIGN/FORMWORK (2% MAX.) 7.5% OR FLATTER RECOMMENDED FOR DESIGN/ FORMWORK (8.3% MAX.) -- SEE NOTE 7 CURB RAMP PEDESTRIAN CURB - - LANDING SEE NOTE 9 SECTION O (ALONG INSIDE RADIUS AT BACK OF WALKWAY) "CEMENT CONCRETE CURB RAMP TYPE PARALLEL B" PAY LIMIT - SEE NOTE 6 7\ ISOMETRIC VIEW TYPE PARALLEL B PAY LIMIT 3/8" (IN) EXPANSION JOINT (TYP.) - SEE STANDARD PLAN F-30.10 cod®'� ®F WASyr�c �® % 2668o ` ��I3TE�$ !� �� I ®N t, , Scott Jun 2 Jun 4 2016 7:19 AM e,,,_ PARALLEL CURB RAMP STANDARD PLAN F-40.12-03 SHEET 1 OF 1 SHEET APPROVED FOR PUBLICATION Carpenter, Jeff ea?,A&tte4, P# Jun 29 2016 2:27 PM STATE DESIGN ENGINEER F Washington State Department of Transportation ir M E M 2/ 13/24 H H H SURVEYED: LENN R. SPRAGUE P. L. S. SCALE: AS NOTED DESIGNED: HOLL/ HEA VR/N DRAWN: MARY MOOR�pE ONE INCH CHECKED: HOLL/ HEAVRIN AT L S IF NOT NCH SCALE ACCORDINGLY BY DATE APPR APPROVED: HOLL/ H. HEA VR/N P. E. VERTICAL• NAVD 1988 HORIZONTAL- NAD 1983/1991 DATU M ;,R CITY OF IRNIV RENTON SCALE- 1:5 ASBUIL T NOTE THE ASBU/L T INFORMATION DEPICTED ON THESE PLANS /S BASED UPON FIELD SURVEY INFORMATION PROVIDED BY CORE DESIGN AND SUPPLEMENTED BY SITE CONTRACTOR, GOOOFELL0W BROTHERS, ON ✓ANUARY 29TH, 2024. GOOOFELLOW BROTHERS /ND/CA TES THAT THE DATA PROVIDED TO CORE DESIGN ACCURATEL Y REPRESENTS FIELD CONDITIONS ON THE DATE OF THE/R SURVEY. CORE DESIGN HAS Rf-Wf-WED THE INFORMATION PROVIDED FOR GENERAL CONFORMANCE WITH THE DESIGN CONCEPT, AND TO THE BEST OF OUR KNOWLEDGE THE NFORMA TION /S /N ACCORDANCE WITH THE OBSERVED FIELD CONDITIONS. �pK INS h, o wAsyfF CIVIL ENGINEERING o• zCORE LANDSCAPE ARCHITECTURE Z• PLANNING 99�•v��Z DESIGN SURVEYING • ISTER TONAL 12100 NE 195th St, Suite 300 Bothell, Washington 98011 425.885.7877 2„3,24 R-417948 IN COMPLIANCE WITH CITY OF RENTON STANDARDS CANOPY 4196 LINCOLN AVE NE, RENTON, WA 98056 PAGE: 211JI24 Planning/Building/Public Works Dept. STORM DRAINAGE C04.35 DETAILS SHEET: 48 oF:107 CONSTRUCT/ON RECORD DRA WINGS M O O O Q DocuSign Envelope ID: 6EECF5B6-602A-4E4A-B436-A317AA638878 ON FACE OF CURB 61n"- s1n 1" 1ZR 1"R 1:24 I •Z. I TOP OF 112" R. ROADWAY l I r 1 6" CEMENT CONCRETE TRAFFIC CURB AND GUTTER FACE OF ADJACENT CURB 6 12"--FACE WITH GUTTER PAN AT SIDEWALK RAMP ENTRANCE 1 12 1:24 TOP OF 1/2" R. ROADWAY 1 ro I _ 1 6" - DEPRESSED CURB SECTION AT SIDEWALK RAMPS 3I8" _ 6" _ CEMENT CONCRETE 12" R. 1• R SIDEWALK RAMP VARIES OR LANDING FROM I 6"TOO 1 6" I 3/B" PREMOLDED 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. 1/2"R. ROADWAY 2 I I io I 1 6- _ DEPRESSED CURB SECTION AT RESIDENTIAL DRIVEWAYS ONLY. FOR COMMERCIAL DRIVEWAYS SEE STD PLAN 104.2 FACE OF CURB I FACE OF ADJACENT CURB GUTTER SURFACE o gip, 'P PREMOLOED JOINT FILLER E FULL -DEPTH EXPANSION JOINT 6 1/2" s 1n" r 12" R. 1" R. 1 I TOP OF ROADWAY v r 1 8 114" ` 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 joint spacing. 2. Expansion joint shall be full depth, 3/8" (in.) premolded joint filler. 3. For Depressed Monolithic Driveway Curb 8. Gutter Section, see Standard Plan 104.2 STD. PLAN - 101 a PUBLIC WORKS DEPARTMENTCEMENT CONCRETE CURBS , SEE NOTE R,3/8'R X 5/8"D DUMMY JOINT 3/8" PREMOLDED JOINT FILLER (TYP) b BEE NOTE 2 CEMEWCONCRElE CURB AND GUTTER FACE OF +_ CENTERLINEOF FRAME 6 ORATE cum 6 t 2" 13' (I:OB') .. 51 2' 1' FRAMEAND (IRATE -NOT INEWDED 1 /2' R. 1' R. SAY IN CURB AND DIDTESRBID ITEM • 0 3' m TOP OF � RECE>� ROADWAY •• • p.•. o•'••• ADJUSTMENT SECTION -NETTINCLUDED ►• e' INCURSAND GUP'IERBIDTIEM '. •� '. CATCH BASIN -NOT INCLIIDEO o • IN CIRB AND GUTTER END REM S. SECTION O GENERAL NOTES: J1 1. The Intent of this design is to facilitate the removal' of a catch basin with minimal disturbance r r of the curb. 2. The expansion jolnts of the adjacent sidewalk shall be -adjusted to be In fine with these curb f �' expansion joints. .:�.; =�.' I xl •' ISO!AE41C VIEW ® CEMENT CONCRETE CURB 57D• PLAN - 101,1 + PUBLIC WORKS CATCH BASINS INSTALLATION AT PRO D: •" DEDEPARTMENT UNDERGROUND LOCATOR SERVICE CALL BEFORE YOU DIG. 8/ 1 1 CONSTRUCTION RECORD DRAWINGS •ra o n' Lunl --- - --- EXISTING ASPHA 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 ACP 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. 1 THE INTENT OF THIS DESIGN IS TO DESCRIBE PAVEMENT PLACEMENT AT 'THE GUTTER FACE. SEE STANDARD PLAN FOR CEMENT CONCRETE CURBS. STD. PLAN - 103 + PUBLIC WORKS CURB AND GUTTER \ PPRO D: DEPARTMENT REPLACEMENT DETAIL y �Lt`j0 ATE M E M 2/ 13/24 H H H SURVEYED: LENN R. SPRAGUE P.L.S. SCALE: AS NOTED DESIGNED: ROLL/ HEA VR/N DRAWN: MARY MOORF ONE INCH CHECKEDH OLLI HEA VRIN AT FULL S IF NOT ONEC NCH SCALE ACCORDINGLY BY DATE APPR APPROVED: ROLL/ H. HEA VR/N P. E. VERTICAL NAVD 1988 HORIZONTAL- NAD 1983/1991 DATUM �V,2'4",6", 12", OR 24" ONE #3 BAR HHHOOOP FOR 6" HEIGHT INCREMENT (SPACED EQUALLY), SEE NOTE 1 RECTANGULAR ADJUSTMENT SECTION 6 �a0 E 16 0 D" #3 BAR EACH CORNER sFF z2„ \OTF� #3 BAR EACH SIDE #3 BAR EACH WAY PRECAST BASE SECTION #3 BAR HOOP #3 BAR EACH CORNER 18" MIN. SEE NOTE 1 ALTERNATIVE PRECAST BASE SECTION • PUBLIC WORKS '1` DEPARTMENT 11 CITY OF '� 1 RENTON Planning/Building/Public Works Dept. PIPE ALLOWANCES MAXIMUM PIPE MATERIAL INSIDE DIAMETER REINFORCED OR PLAIN CONCRETE 12" ALL METAL PIPE 15" CPSSP", STD. SPEC. 9-05.20 12" SOLID WALL PVC, STD. SPEC. 9-05.12(1) 15" PROFILE WALL PVC, STD. SPEC. 9-05.12(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 9-05.50(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 1H: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 NOT TO SCALE (NTS) STD. PLAN - 200.00 APPR ED: CATCH BASIN TYPE 1 GAZ 9/28/2018 °mm wo,k: nemmima,°, DATE :45 Al ASBUIL T NOTE THE ASBUIL T INFORMA TION DEPICTED ON THESE PLANS IS BASED UPON FIELD SURVEY INFORMATION PROVIDED BY CORE DESIGN AND SUPPLEMENTED BY SITE CONTRACTOR, GOODFELLOW BROTHERS, ON ✓ANUARY 297H, 2024. GOODFELLOW BROTHERS INDICATES THAT THE DATA PROVIDED TO CORE DESIGN ACCURATEL Y REPRESENTS FIELD CONDITIONS ON THE DATE OF THEIR SURVEY. CORE DESIGN HAS RE/IEWED THE INFORMATION PROVIDED FOR GENERAL CONFORMANCE WITH THE DESIGN CONCEPT, AND TO THE BEST OF OUR KNOWLEDGE THE INFORMA TION /S IN ACCORDANCE WITH THE OBSERVED FIELD CONDITIONS. �pK INS h, o wAsyfF CIVIL ENGINEERING o, z LANDSCAPE ARCHITECTURE Z• PLANNING 99 �.� DESIGN SURVEYING ISTER � IONAL 12100 NE 195th St, Suite 300 Bothell, Washington 98011 425.885.7877 2/13/24 R-417949 IN COMPLIANCE WITH CITY OF RENTON STANDARDS CANOPY 4196 LINCOLN AVE NE, RENTON, WA 98056 STORM DRAINAGE STANDARD DETAILS O O O O Z DATE: CT 211JI24 V FIELDBOOK: PAGE DRAWING NO: C4.36 SHEET: OF, 49 107 CONSTRUCT/ON RECORD DRA WINGS 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: 6EECF5B6-602A-4E4A-B436-A317AA638878 O O M\ v O CATCH BASIN FRAME AND VANED GRATE PER STD. PLAN 204.00 RECTANGULAR OR CIRCULAR ADJUSTMENT SECTION (TWO SECTIONS MAX.) j ' 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 MAINTENANCEIG S OR ER " (TYP.) 1" MIN. "O" 2 5" MAX `� REINFORCING STEEL, (TYP.) 12" MAX. GRAVEL BACKFILL FOR PIPE ZONE 12" BEDDING PER WSDOT STD. SPECIFICATION SECTION 9-03.12(3) 6" 6" 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. A. 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" 1 6" 1 8" 60" 12" 84" 8" 12" 72" 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' SOLID WALL PVC PROFILE WALL PVC 48" 24" 30" 24" 30" 30" 54" 30" 36" 30" 36" 36" 60" 36" 42" 36" 42" 42" 72" 42" 54" 42" 48" 48" 84" 54" 60" 54" 48" 48" 96" 60" i 72" 1 60" 48" 48" 120" 66" 84" 1 60" 48" 1 48" 144" 78" 1 96" 1 60" 48" 1 48" CORRUGATED POLYETHYLENE STORM SEWER PIPE (STD. SPEC. 9-05.20) 'STD. SPEC. 9-05.12(1) 3 STD. SPEC. 9-05.12(2) UNLESS OTHERWISE NOTED, DRAWING IS NOT TO SCALE (NTS) A0016 STD. PLAN - 201.00 •®• PUBLIC WORKS CATCH BASIN TYPE 2 PR ' DEPARTMENT GAZ 9/28/2018 v"bb�w".ns nemminmm, DATE DocuSign Envelope ID: 3B1 B34D3-7EOA-476C-ADB3-4329FFEOC108 3/4" FLAT FACE GOTHIC "�, 9" DIA 5/ " ❑❑ a ❑ STORM ❑ 4" ❑❑❑❑ 1313 nq 8 1/8" 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" DIA BOLT CIRCLE CAST IRON FRAME AND COVER, SEE NOTE 3 - f~� 8" CLASS "B" ASPHALT. SEE NOTE 4 CLEANOUT RISER, SEE NOTE 2 PAVED AREA (TYP.) EXTEND CLEANOUT RISER 2" ABOVE DESIGN PONDING ELEVATION OR PER PLAN - a DESIGN PONDING ELEVATION 4" COMPACTED SAND OR GRAVEL BACKFILL FOR DRAINS PER WSDOT 9-03.12(4) Q� 8-13/16" DIA T7 5/8" FERNCO GASKETED QUIK CAP OR SIMILAR 4" STREAMBED COBBLES PER WSDOT 9-03.11(2) CLEANOUT RISER, _11 SOIL TIGHT 45' BEND SEE NOTE 2 -- ,- WYE SOIL TIGHT COUPLER UNDERDRAIN, FOOTING DRAIN COLLECTOR, OR ROOF DRAIN COLLECTOR All _ PIPE, SEE NOTE 1 ----------- -- ^ TO OVERFLOW STRUCTURE OR -=- - STORM MAIN �. MECHANICAL PLUG OR CONTINUED CONNECTION TYPICAL CLEANOUT CONFIGURATION I=11J Ir111-. -1 Ii I� f 1 LAM^11T U1Q=U i nd Av=n wiTua sI NOTES- 1 . DIAMETER TO BE 6-INCHES MINIMUM PRIVATE, BANCHES 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 NOT TO SCALE (NTS) STD. PLAN - 226.00 • URIPUBLIC WORKS BBO$�edby: by: STORM SYSTEM CLEANOUT artin Pastucha 8/13/20 7�„h8AA9D... DATE :45 A 018: SEE NOTE 4 CLEAN SURFACE AND BOTTOM AR�BE PROVIDE UNIFORM CONTACT. THEACE AREA OF THE BASE SECTION MUSMORTARED TO THE BOTTOM AREAHE UADJUSTMENT SECTION I � I � I � I � 1 \y BASE SECTION 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 WSDOT/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 A BOND. S. 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 : `SIB DEPARTMENT CATCH BASIN INSTALLATION GAZ 9/28/2018 1 9 p' DATE "ni: w�: nnmm,.o-aror DocuSign Envelope ID: 3B1B34D3-7EOA-476C-ADB3-4329FFEOC108 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 SWDM), 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. 16. 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 IS NOT TO SCALE (NTS) STD. PLAN - 267.00 AO[.• ,ft PUBLIC WORKS SURFACE WATER STANDARD PLAN iRees:adby: DEPARTMENT NOTES (1 OF 2) artin Pastucha8/13/2020 DATE 1tfd886d49D... UNDERGROUND LOCATOR SERVICE CALL BEFORE YOU DIG! 8/ 1 1 CONSTRUCTION RECORD DRAWINGS •ra :S :45 A 8:4E EEE DETAIL NAND SLOT, I1/2 IOTE 1 3/4" 1 1114" I 5/8" I BOLT -DOWN SLOT DETAIL SEE NOTE 1 LETTERING ISOMETRIC 24" 7 OR 8 EQUAL SPACES 1 DIRECTION OF FLOW 1 5/8" MAX. - 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 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. UNLESS OTHERWISE NOTED, DRAWING IS NOTTO SCALE (NTS) STD. PLAN - 204.20 ;� • PUBLIC WORKS rGAZ DEPARTMENT RECTANGULAR VANED GRATE 9/28/2018 I G DATE Vubllc Worb Atlminisirator DocuSign Envelope ID: 3B1B34D3-7EOA-476C-ADB3-4329FFEOC108 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/40-70%PASSING; • 2 - 4 INCH ROCK 1 30 - 40% 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 AND/OR 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 IS NOT TO SCALE (NTS) STD. PLAN - 267.10 PRi�d[ ViRfilW • PUBLIC WORKS SURFACE WATER STANDARD PLAN by: DEPARTMENT NOTES (2 OF 2) 1 Aartin Pastuchi/13/2020 Martin va,wrna DATE 81+3kF,O9864A9D... M E M 2/ 13/24 H H H SURVEYED: LENN R. SPRAGUE P.L.S. SCALE: AS NOTED DESIGNED: ROLL/ HEA VR/N DRAWN: MARY U00fS ONE INCH CHECKED: HOLLI HEA VRIN AT FULLS IF NOT ONEC NCH SCALE ACCORDINGLY BY DATE APPR APPROVED: ROLL/ H. HEA VR/N P. E. VERTICAL- NAVD 1988 HORIZONTAL NAD 1983/1991 DATUM :45 AN 8:48 ISOMETRIC 24" 1 � 4 EQUAL SPACES �{ � 4 EQUAL SPACES 1 518" MAX. J I i 1/2" BOLT -DOWN SLOT, SEE DETAIL AND 3I4" NOTE 1 �t 1 114" 5/8" i TI BOLT -DOWN SLOT DETAIL L _ _ _ SEE NOTE 1 I i 5" 5" } I-1 20" 5" 5" 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 50-11 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 ,•.�• PUBLIC WORKS RECTANGULAR BI-DIRECTIONAL PPR D: " DEPARTMENT VANED GRATE GAZ 9/28/2018 11 Nbl worxan ...... DATE AaMilk CITY OF RENTON • Planning/Building/Public Works Dept. :45 AN ASBUIL T NOTE THE ASBU/L T INFORMATION DEPICTED ON THESE PLANS /S BASED UPON F/ELD SURVEY INFORMATION PROVIDED BY CORE DESIGN AND SUPPLEMENTED BY SITE CONTRACTOR, GOODFELLOW BROTHERS, ON ✓ANUARY 29Th; 2024. GOODFELLOW BROTHERS /ND/CA TES THAT THE DATA PROVIDED TO CORE DESIGN ACCURATEL Y REPRESENTS F/ELD CONDITIONS ON THE DATE OF THE/R SURVEY. CORE DESIGN HAS Rf_Wf-WED THE INFORMATION PROVIDED FOR GENERAL CONFORMANCE WITH THE DES/GN CONCEPT, AND TO THE BEST OF OUR KNOWLEDGE THE /NFORMA TION /S /N ACCORDANCE WITH THE OBSERVED F/ELD CONDITIONS. �pK INS h, o wAsyfF CIVIL ENGINEERING LANDSCAPE ARCHITECTURE r Z• Z PLANNING 99 � ,.� DESIGN SURVEYING ISTER 1� n1NAL 12100 NE 195th St, Suite 300 Bothell, Washington 98011 425.885.7877 2/13/24 R-417950 IN COMPLIANCE WITH CITY OF RENTON STANDARDS CANOPY 4196 LINCOLN AVE NE, RENTON, WA 98056 STORM DRAINAGE STANDARD DETAILS O DATE: CT 211JI24 V FIEWBOOK: PAGE DRAWING NO: C4.37 SHEET: OF: 50 107 CONSTRUCT/ON RECORD DRA WINGS 0 3 0 0 J 0 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: 25 (TRACT G- 17 TREES, TRACT C- 13 TREES, TRACT A- 2 TREES) TOTAL NUMBER OF TREES TO BE REPLACED: 36 12 INCHES * 36 REPLACEMENT TREES: 432 INCHES 432 INCHES/ 2 INCH CALIPER REPLACEMENT TREES: 216 REQUIRED REPLACEMENT TREES LEGEND J�a TREE IN ROW TO BE REMOVED (TYP.) OFFSITE TREE WITH CRZ TO BE RETAINED OFFSITE TREE WITH CRZ TO BE REMOVED UNDERGROUND LOCATOR SERVICE C% L L BEFORE YOU DI C.1 8/7 TREE IN NGPA AREA TO BE REMOVED (TYP.) (DUE TO BEING A HAZARD OR IN ROAD ROW) OFFSITE TREE TREE TO BE REMOVED 12/1 /22 REVISION - ADDITIONAL REMOVED TREES TREE TO BE RETAINED CRITICAL AREA TREE BUILDING SETBACK STEEP SLOPE BOUNDARY SCALE: 0 25 PROPERTY LINE STREAM/WETLAND AND STEEP SLOPE BUFFER PROPOSED PUBLIC STREET/RIGHT-OF-WAY PROTECTION FENCING 1 CONSTRUCTION RECORD DRAWINGS MEM 2/13/24 HHH SURVEYED: SCALE: GLENN R SPRAGUE P. L. S. A q / DESIGNED: ~ l V O FED SHAHLA HOWEV DRAWN: p JACOU IQEEFF ONE INCH CHECKED: NOSEY SOL OR/0 IF NOT ONEG NCH N 0. REVISION BY DATE AP P R APPROVED: SCALE ACCORDINGLY L1105FY' 5 3-0L ORLO P. L A VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/1991 DATU M TREE TO REMAIN IN CRITICAL AREA (TYP.) �\ z W fl/ IA r . __ _ — — • I � ��t�arn�orar� I 1 Cuft bnkt-cngp OIxsipn porSSOfnbt TRESSPA5SING Ir•dnfmuTl of � �� - � ,. � _ k TA 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 SITE AND 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 THE TREE 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 TO A TREE TO BE RETAINED IS TO BE RAISED, THE APPLICANT SHALL CONSTRUCT A DRY ROCK WALL OR ROCK WELL AROUND THE TREE. THE DIAMETER OF THIS WALL OR WELL MUST BE EQUAL TO THE TREE'S DRIP LINE. D. IMPERVIOUS SURFACES PROHIBITED WITHIN THE DRIP LINE: THE APPLICANT MAY NOT INSTALL IMPERVIOUS SURFACE MATERIAL WITHIN THE AREA DEFINED BY THE DRIP LINE OF ANY TREE TO BE RETAINED, 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 ANY TREE TO BE RETAINED MAY NOT BE LOWERED WITHIN THE GREATER OF THE FOLLOWING AREAS: (1) THE AREA DEFINED BY THE DRIP LINE OF THE TREE, OR (11) AN AREA AROUND THE TREE EQUAL TO 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 WILL ADVERSELY AFFECT PROTECTED GROUND COVER PLANTS. (ORD. 5676, 12-3-2012) G. MONITORING REQUIRED DURING CONSTRUCTION: THE APPLICANT 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, SEE THE ARBORIST REPORT FOR REFERENCE. CIVIL ENGINEERING LANDSCAPE ARCHITECTURE PLANNING SURVEYING Bothell, Washington 98077 425.885.7877 R-417951 IN COMPLIANCE WITH CITY OF RENTON STANDARDS DATE: • C CANOPY 2115124 C T Y 0 4196 LINCOLNAVENE, RENTON, WA 98056 FIELDBOOK: RENTON PAGE: Namir DRAWING N0: Planning/Building/Public Works Dept. TREE RETENTION PLAN LZ.OZ SHEET: OF: 6,3 10/ CONSTRUCT/ON RECORD DRA WINGS O Q 0 Z Q 0 m w z w 0 w W N O J SCALE: 1" = 50' 0 25 50 100 UNDERGROUND LOCATOR SERVICE C% L L BEFORE YOU DI C.1 8/7 1 I CONSTRUCTION RECORD DRAWINGS NO. I REVISION M E M 2/ 1 3T4 EI H E SURVEYED: SCALE: GLENN R SPRAGUE P. L. S. DESIGNED: AS NOTED SHAHLA HOWEV DRAWN: ✓Ac0e REEEE CHECKED: L (NOSE Y SOL ORI0 BY DATE APPR APPROVED: UNDSEY 8.. SOL ORIO P. L. ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY LATIONS PER LOT I SIGNIFICANT TREES FOR EVERY FIVE T.ARE ROUNDED UP TO 5,000 SQ. FT. -S, (1 TREE ON EACH LOT) i ON THE LOT i (2 OR MORE TREES ON EACH LOT) -S CIVIL ENGINEERING LANDSCAPE ARCHITECTURE PLANNING SURVEYING Bothell, Washington 98077 425.885.7877 R-417952 RENTON STANDARDS DATE: VERTICAL: NAVD 1988 • CANOPY HORIZONTAL: NAD 1983/1991 0 T Y OF 2115124 4196 LINCOLNAVENE, RENTON, WA 98056 PR FIELDBOOK: RENTON PAGE: DATU M TREEDENS17YEXHIBIT DRAWING NO: Planning/Building/Public Works Dept. L1.02 SHEET: OF: 64 107 CONSTRUCT/ON RECORD DRA WINGS 1 O Z Q O Q 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. — —�SS Q LU z I i i V_i SCALE: 1" = 50' 2' 0 100 EX B(DG (APPROX COCA ROW) fX SNEO EX (APPROX ORNEWAY COCA pON (APPROX IOCA AON) UNDERGROUND LOCATOR SERVICE C% L L BEFORE YOU DIC.1 CRITICAL AREA BUFFER /_1:1�_Z.Y�Iy_1��]�:��i�L�Al��9_1►1H'��N_1►IbY�ll� — 200� \ --- - _ - - _ —SS SS SS SS SS — SS —SS S - \ - v 4 , - -- --- -- - - -- - -- �- - - -- --- — - _-- — — — — — — — — — �= —r 9 J —° \ \ a w � �\� \ (N \ \ \ \ CT A ►I - ,- � \ \ _ROW 3 _z9>�On \ CIVIL ENGINEERING gENNErr 1 I CONSTRUCTION RECORD DRAWINGS N0. REVISION M E M 2/ 1 3/24 H H H SURVEYED: SCALE: VERTIC:1988 GLENN R SPRAGUE P. L. S. HOR ZONTAL NAD D1983/1991 DESIGNED: AS NOTED Q C T�YI O DRAWN: SHAHLA SOWEN R R E �I T O �I p JACOU IQEEFF I ONE INCH I DATU M CHECKED:L NOSEY SOL ORIO IF NOT ONE INCH AT FULL SCALE Planning/Building/Public Works Dept. BY DATE APPR APPROVED: SCALE ACCORDINGLY UNDSEY S 50L ORIO P.1. A LANDSCAPE ARCHITECTURE PLANNING DESIGN SURVEYING ti° C 12700 NE 195th St, Suite 300 Bothell, Washington 98077 425.885.7877 /IND �R-417953 IN COMPLIANCE WITH CITY OF RENTON STANDARDS 4196 LINCOL CA/VOP O , WA 98056 SOIL DIVERSITYPLAN M 0 0 1 O Z DATE: R 1 15124 FIELDS PAGE: DRAWING NO: L1.03 SHEET: OF: 65 107 CN CONSTRUCT/ON RECORD DRA WINGS UNEXCAVATED WOOD CHIP TRAIL TO EXTEND TO NE 43RD ST. CRITICAL AREA BUFFER (TYP.) 12 ADDITIONAL REPLACEMENT TREES AS OF 12/1 TRAIL SHALL BE FIELD FIT, AVOIDING TREES, SENSITIVE AREAS, AND OTHER OBSTRUCTIONS. MITIGATION SHALL BE PROVIDED WHERE NECESSARY FOR UNAVOIDABLE IMPACTS. SHEET L2.05 - \ �� ■ --- �■ i \ \ \ ■ \ ss ss ss Ss S1 — ■ �\ NNEMMwMMMErMMMMMMMMM SHEET L2 03 V, 1&) r � S SS 1 L I � Is■I 1 - fJn •.rj 4 '� ���11��1�.�--�d► �� —II�1 �!u� � �ai- � �'� o� - : -_--�, � _�� ...,,,. a ':a^ a - — �� il�.�1�� r _ —.� �I� �I I . j , � ,end il�r -. 1� _ � �� ►11 ,,. �. _a� � . _ �, . � �__�• _.�; i - 1�. / �. ��_ I �I � � i�a—n�®•i .- .�. ••_e;,,..,.. �--- �. .� v o� .-+ra >;� � �iF.- tC Jr . �� - - ..�iil■ _ �'/� . • , � h .!� 1��1�6i... �..-.e.. �e� -l�', �a��. .. _ :*� � _¢¢• ..- �� �'� . fit' � �..,-• ,�� .� - � �1 1■ •�� !k _ r. I�ram" , . . .:��,,,.. I. ,�pyp � �1� �• �„ .., �� ,_� 1._.im i�:. :. 0 4 '6 ®r c,� .:, a Al i yn � .. _. 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Cf�... - _i..-, E•,.4__r vtr/" .tea RV► J p.�., .. �� .�I — — —! ___ — _ _ 1 00 pow, I - - - MR. -a WIN _," WMENTS _ _ -- -- EX 600 j (APPROX COCA ROW) \ o fX SHEO EX 'XA7R X (pCAAONJ OOX T COCAWAY (APPROX LOCAAON) IX GARAGE (APPRO,V l h ZOCAnO,v) ■ ■ V� 1 .a: 3- _ — — ■ _ �s ■ _ • . �-Sri ■_ o —'S _ • �$®� .� �� � -»--� i — — — LIN AVE NE _ — N•I - Z Z 1 NIF�iIN SCALE: 1" = 50' 2' U 100 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 ELEVATIONS' 7 UNDERGROUND LOCATOR SERVICE C% L L BEFORE YOU DIC.1 8 ■ ■ OFFSITE TREE (TYP.) \\ ; \ ■ r, I ,I ■ ■ -TRACT ■ \ ■ k\--� -� . � I "•_ SIGNIFICANT TREE TO REMAIN (TYP.) ■ � �� i AT S \ A / — .. _ .. _ '■ LAND BOUNDARY (TYP.) i\T//C ■ OPEN "CE�- . yam:. � ___ _____ � . ° ■;' ■ SHEET L2.04 r - 0 ®® i ■\ °Q - SHEET L2.02 ; now now ••------------------------------------------------■ c \T \ LANDSCAPE LEGEND DEFERRED PLANTING TO BE INSTALLED AT A \ LATER DATE FOLLOWING HOME CONSTRUCTION �F OF wASH,Nc CIVIL ENGINEERING FITNESS EQUIPMENT F-1 PLAY EQUIPMENT LANDSCAPE ANALYSIS, LOT COVERAGE, AND PARKING ANALYSIS STREET TREE CALCULATIONS TOTAL SQUARE FOOTAGE OF THE SITE AND THE FOOTPRINTS OF ALL BUILDINGS: LESS THAN 50% PROPOSED (1) STREET TREE REQUIRED PER ADDRESS: TOTAL SQUARE FOOTAGE OF EXISTING AND PROPOSED IMPERVIOUS SURFACE AREA(S): 41% PROPOSED SQUARE FOOTAGE (BY FLOOR AND OVERALL TOTAL) OF EACH INDIVIDUAL BUILDING AND/OR USE SEE PLAN ABOVE UNITS/ADDRESSES 55 PERCENTAGE OF LOT COVERED BY BUILDINGS OR STRUCTURES LESS THAN 50% PROPOSED STREET TREES PROPOSED 72 TOTAL 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. 1 I CONSTRUCTION RECORD DRAWINGS NO. I REVISION M E M 2/ 1 3/24 T H H SURVEYED: GLENN R SPRAGUE P. L. S. SCALE: T AS NOTED DESIGNED: SHAHLA HOWEV DRAWN: p JACOU IQEEFF ONE INCH CHECKED:/ INOSE Y SOL OR/0 L AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY BY DATE APPR APPROVED: UNOSEY 5 3-0/ 0R/0 P.1. A VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/1991 DATU M C TY OF RENTON • Planning/Building/Public Works Dept. NNErTs TO <o LANDSCAPE ARCHITECTURE PLANNING DESIGN SURVEYING 12700 NE 195th St, Suite 300 Bothell, Washington 98077 425.885.7877 CR-417954 'SAPEP IN COMPLIANCE WITH CITY OF RENTON STANDARDS 4196 LINCOL CA/VOP RENTON, WA 98056 COMPOSITE STREETSCAPE PLAN rjo M O O I H O DATE: �••� 1 15124 FIELDS PAGE: DRAWING NO: L2, 01 SHEET: OF: 66 107 CN CONSTRUCT/ON RECORD DRA WINGS SEE SHEET L2, 03 o CRITICAL AREA BUFFER (TYP.) SIGNIFICANT TREE TO REMAIN (TYP.) WETLAND BOUNDARY (TYP.) SCALE: 1" = 20' 0 10 20 40 LANDSCAPE LEGEND DEFERRED PLANTING TO BE INSTALLED AT A LATER DATE FOLLOWING HOME CONSTRUCTION DECORATIVE STAMPED CONCRETE PEDESTRIAN STREET TREE (TYP.) SHRUB (TYP.) GROUND COVER (TYP.) STREET LIGHT (TYP.) ROOT BARRIER (TYP.) CONNECTION AND TRAFFIC CALMING FEATURE. SEE SHEET L2.33 & CIVIL SHEETS FOR DETAILS 1 CONSTRUCTION RECORD DRAWINGS MEM 2/13/24 HHH SURVEYED: SCALE: GLENN R SPRAGUE P.L.S. T VERTICAL: NAVD 1988 83/1 CANOPY AS p�OIED HORIZONTAL: NAD 193/1991 �Y 0 TC UNDERGROUND LOCATOR SERVICE DESIGNEDSHAHLA HOWEN V T 4196 L/NCOLN A VE NE, RENTON, WA 98056 DRAWN: E v O v PR CALL BEFORE YOU DIC.1 JACOB REEEE ONE INCH DATU M STREETSCAPE PLAN 8/ CHECKED:L NOSEY SOL OR10 IF NOT ONE INCH AT FULL SCALE Planning/Building/Public Works Dept. N 0. REVISION BY DATE AP P R APPROVED: SCALE ACCORDINGLY UNDSEY S. SOL ORLO P. L. A O DATE: R 1 15124 FIELDS PAGE: DRAWING NO: L2.02 SHEET: OF: 61 107 CONSTRUCT/ON RECORD DRA WINGS O Q :1 LANDSCAPE LEGEND FDEFERRED PLANTING TO BE INSTALLED AT A LATER DATE FOLLOWING HOME CONSTRUCTION FITNESS EQUIPMENT PLAY EQUIPMENT SEE SHEET L2.02 UNDERGROUND LOCATOR SERVICE C% L L BEFORE YOU DIC.I 8// 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: V = 20' 0 10 20 40 CIVIL ENGINEERING LANDSCAPE ARCHITECTURE PLANNING SURVEYING Bothell, Washington 98077 425.885.7877 R-417956 IN COMPLIANCE WITH CITY OF RENTON STANDARDS 1 CONSTRUCTION RECORD DRAWINGS MEM 2/13/24 HHH SURVEYED: SCALE: DATE: GLENN R SPRAGUE P.L.S. T VERTICAL: NAND 83/1 ' CANOPY �q z� q AS p�0/EO HORIZONTAL: NAD 1983/1991 DT Y 0 C L l ✓ L `t DESIGNED: V SHAHLA BOWFIN P � � n I T O � I 4196 L/NCOLNAVENE, RENTON, WA 98056 FIELDBooK: DRAWN: � PAGE: �ACOB IQEEEE ONE INCH DATU M STREETSCAPE PLAN DRAWING NO: CHECKED: L/NOSEY SOL OR/0 IF NOT ONECNCH Planning/Building/Public Works Dept. L2.03 N 0. REVISION BY DATE AP P R F/;my D: SCALE ACCORDINGLY SHEET: OF: B. 50L ORIO P. L. A 68 107 CONSTRUCT/ON RECORD DRA WINGS O Z Q O Q :1 N LQ W ------------ SCALE: 1 " = 20' 0 10 20 40 LANDSCAPE LEGEND F7DEFERRED PLANTING TO BE INSTALLED AT A LATER DATE FOLLOWING HOME CONSTRUCTION UNDERGROUND LOCATOR SERVICE C% L L BEFORE YOU DI C.1 8/7 1 CONSTRUCTION RECORD DRAWINGS MEM 2/13/24 HHH SURVEYED: SCALE: GLENN R SPRAGUE P. L. S. AS NOTED DESIGNED:AS HOWEV DRAWN: p JACOU IQEEFF ONE INCH AT FULL CHECKED:AL L NOSEY SOL ORIO IF NOT ONEINCH N 0. REVISION BY DATE AP P R APPROVED: SCALE ACCORDINGLY UNDSEY S. 50L ORIO P.1. A VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/1991 DATU M SEE SHEET HEREON C TY OF ,R RENTON • Planning/Building/Public Works Dept. 3NIFICANT TREE REMAIN (TYP.) ITICAL AREA TREE REMAIN (TYP.) FSITE TREE (TYP.) ITICAL AREA BUFFER RUB (TYP.) OPERTY LINE (TYP.) OT BARRIER (TYP.) REET TREE (TYP.) OUND COVER (TYP.) REE TO REMAIN CRZ (TYP.) iITE TREE TO REMAIN DRIP LINE (TYP.) STREET LIGHT (TYP.) SEE SHEET HEREON CIVIL ENGINEERING LANDSCAPE ARCHITECTURE PLANNING SURVEYING Bothell, Washington 98077 425.885.7877 R-417957 IN COMPLIANCE WITH CITY OF RENTON STANDARDS CANOPY DATE 2113124 4196 LINCOLNAVENE, RENTON, WA 98056 FIELDBOOK: PAGE: STREETSCAPEPLAN DRAWING NO: L2,04 SHEET: OF: 69 107 O Q CN CONSTRUCT/ON RECORD DRA WINGS O Z Q CN CONSTRUCT/ON RECORD DRA WINGS 00 N O N N N CONSTRUCT/ON RECORD DRA WINGS O Z Q GENERAL LANDSCAPING REQUIREMENTS °o 0 N VA ■�iwNow ■ ■ : • • •• •• ■ ■ I _ ELM Frm I • • • ' • ` l'� ON Mq�,#"_ w � rb n rr• - - ill � " �"" "",� ��."°"'+� f �� , - • • • � • • ■ • • • MI■ri�\`�� +.� 1 ICI �I ■I®I ®I�■I 1�— �� �� • • • • ■■■ICI\\1110i iti�l��l�l!■�1�I I ..,,. F-� r„ � I■�Iw� ! �®I■.I®ii�� i■®I I ---I ■i �iiii�i i�i■ li�i• • • • - Ilts•■I�� \��Q■I � ��t� � '� �/ i�.l•�nl �!■■�t:�l �r•�■I !■��■I �:■/ Iw■aril —�! � I !� I ®li �®I�l-J11 i■ � 1�7_■ice- �I■�eL^�I I I■�L�IS !�■I I■■+�I�t e. I I 1��:11�� I �� �■ ■■ IRi■li. L'�■li®�I■I� ILA �!� I —I "7 '. ' �: � RXa''�!'�'"ti��l, :� I■�! �®I I I ! /!■�I - I■R���I�® ' I II I 1 ♦ ila.■I �"aii�\u��i �� �I _ __ ���r'�/ If��=G���_! ■i�e�l ! !� i�■' I� I I � I I■il ai i I■■!I ��■■I ■I �I��i - _ Ida/ ��IIiJ �r �I !'� Ji ■It�■�I� I� I 1 1_1 6 Mvs°51bv�■1�1' �I 'ImJ ' ■ �� i�i_i J -will '!� ii �' Ii hi r 1ii _I 'AIL ®■. \I' • - • • • • • • • !i� IS ■ i' - - Ili-����- W� 1 1 = Seri aI■r = ►� '�. y` ,1® rl��iil■■■■■■■�ii■ A ■ 1 �!-...: iilr..� �e11ap ►1��n�;�.�1, � "� , -I 1■�_�.�t �a • �.;Ilylxy r•orl.: g � _� _,® ■ _���Lr�r+w��:�nr.e.�,,.:.;..r� 1r =� � ,��r1C �r�, - IAI . 11 C1.:���..�_'��d�" Oms'�■■� �,l�y �y-- '� :. ��,.y�..� � '� �1 �1■Ilui�O®1f.� ae���a�A is MAINE mull,. N---.. �,�' 1 � �� �®_�� _ gip- _ � ����' —��� --- �i ■ri_ �� - �� — _ _ �I�wi� i�!i�� Imo' i�l•����I -- — — — — — — — --- — — - 1 �11■■tl I I�I ICI �il�rl-1` ' / ICI � � ���` . - • I. I , !.��! ! .n y. ,.. r F'•�' �Y ■p E� 0 • s �� � s ` '" ���w.y �.,o� ...3 • . AREAS A • • A WITH •WN SHALL: it I I ,I Qt:.:. I 'i' �ry4�.. •.e. �'-��J � �� i •' • � �,s4� a� I,el II' �I 1• ,J' r �•s �,o. . � — I�I� I� �I o �f� I�_� � �, ' •+III � , ®r._ � a. CONSTITUTE NO MORE N 40 PERCENT OF U-1: LANDSCAPED AREAS; PROVIDED, THERE SHALL BE AN _ _tre �J.. ■li'i� � a. � .] �� I + � I I�1�1 I ��I Ill t■I , I . I �taP. �/ 1 ■ ■ 1 ! j Ito■ 1 i il� ® II �1 I • I i • • - : • • • - '�—�— 1► �, � � ,i 'piii ��' � - � �! I I ICI I ' #i�i � � �i I I • • • ■ � b .�. — - �����P•�r p��t+,�\r___III��T�'rtik�i�.a������+' ��i �� ��� - -i ► a-sytcj�f��� y - - � �'� p®�j.��— _—JI � c �i;.���_ _�io �a� e!lR71�1♦�II�R.11� j! � — ' � ��_ I®®� �ia���ut 1!�I � I �[���1 - -� 1�� � I j I l - - - � � .�i il� • OF ■ • • •. GRASS AND REQUIRED LANDSCAPING �,°' •.ems - -- - - - ----� _-_— .� - _ - - - _ - - -�_` - '- -- Y -�- p_ o-- --- —_ -SHALL - — CONTAIN -HALF INCHES OF COMPOST OR IMPORTED TOPSOIL WITH FIVE TO 10 "• 01. °!' ��� �►y TO '�'. �► I • ORGANIC MATTER • • _, .� �� o ;ilk _ ��� ' 1 11. EXISTING CLAY OR SANDY SOILS WHERE '-uMI� I�ra�l I -I ; �LANDSCAPING IS TO BE INSTALLED SHALL BE AUGMENTED AN ORGANIC SUPPLEMENT.12. I I�'�■�I � aid � `�WITH ��!I�I� LANDSCAPE AREAS SHALL BE COVERED WITH AT LEAST THREE INCHES OF • MINIMIZE ■ � 1 OP. SP: \� II I • ACC vop EX 81DO - - (APPROX LOCA)7ON) � ; w �� • •• l\�, ., r O EX SHED ■ I_G _ \ (APPROX g ORIIEEXWAY COCAACNJ ■ ; • O Ti�tA CT A ���:::lll c �..'� (APPROX LORA776N) o ■ `�� (STORM/OPEN SPACE) Gq a ■ EX GARAGE ¢ ■ _ _ lid - - SS S�, ■ - �- -�_ _ ■� LINCOLN AVE NE" ..............................omm now . now .....1 _ � z All 0 z a - JI w a a 0 0 z J 0 N J N J ti 00 N O N N N UNDERGROUND LOCATOR SERVICE C% L L BEFORE YOU DI C.1 8// EVAPORATION. ■ �� —- " ■ a. ■ 13. MULCH SHALL BE USED IN CONJUNCTION WITH - — — — — _� — r �\ / _ ■ LANDSCAPING IN ALL PLANTING AREAS TO ASSIST \ j VEGETATIVE GROWTH AND MAINTENANCE OR TO VISUALLY ■ \ \ \ j— COMPLEMENT PLANT MATERIAL, EXCEPT THAT UNDISTURBED NATIVE VEGETATION NEED NOT BE MULCHED. NONVEGETATIVE MATERIAL SHALL NOT BEAN -- - - V \ V \ \ � A A \ �� ■ ALLOWABLE SUBSTITUTE FOR PLANT MATERIAL. 14. LANDSCAPING AND FENCING SHALL NOT VIOLATE I t ��T V ■ A \ V A y A\ \ \\ v; ' � � , ; : •.. .�.�� � � ■ \ A \ V � \ \ \ \ � V � �� \ \ � � � �„ THE SIGHT DISTANCE SAFETY REQUIREMENTS AT STREET \ INTERSECTIONS AND POINTS OF INGRESS/EGRESS FOR THE DEVELOPMENT. \ � - ®p. ., � `� ■ \ \ \ \ � � \ � � � \ \ ■ / - ■ 15. ALL TREE TYPES SHALL BE SPACED :� ���::; o+ \_ � � � ■ � � A � � \ \ � � \ �\ \ � i ; APPROPRIATELY FOR THE COMPATIBILITY OF THE PLANTING JS� \ — i \ V A ■ AREA AND THE CANOPY AND ROOT CHARACTERISTICS OF � a, � ■ � \ ( TORM/TRACTH OPEN SPACE) +', n \ V A A / THE TREE. ® ■ A _�o A .T, j 16. FOUNDATION LANDSCAPING IS ENCOURAGED TO y ''- ■ �� IMPACTS OF THE SCALE, BULK AND HEIGHT OF \ ■ ■ MINIMIZE IMPA E - - - STRUCTURES. ■ _17, ALL LOADING SHEET L2 ■ 1O FROM PUBLICRIGH S OF WAY ORE FULLY SCREENED 'r ;+ \ �� ■ —s�� \ \ NONINDUSTRIAL/MANUFACTURING USES WITH TYPE I ROW 3 y Ss �� LANDSCAPING. / 0 18. USE OF PRODUCTS MADE FROM -� CD Q' POST -CONSUMER WASTE IS ENCOURAGED WHENEVER SHEET L2.08 I I / POSSIBLE. ....... ������������������������ \ �� 19. WALKWAYS, DECORATIVE PAVING, FOUNTAINS, BENCHES, PICNIC TABLES AND OTHER FEATURES OR M AMENITIES ARE ENCOURAGED IN LANDSCAPING AREAS. --------- THESE FEATURES ARE IN ADDITION TO THE LANDSCAPING �j REQUIREMENT, NOT IN LIEU OF SUCH REQUIREMENT. �P��Og N Ar so CIVIL ENGINEERING LANDSCAPE LEGEND �a�°�� LANDSCAPE ARCHITECTURE o PLANNING DEFERRED PLANTING TO BE INSTALLED AT A DESIGN SURVEYING LATER DATE FOLLOWING HOME CONSTRUCTION 7 2100 NE 195th St, Suite 300 Bothell, Washington 98011 425.885.7877 FITNESS EQUIPMENT ZgN SCP U4P1�P� R-417960 DA ❑ PLAY EQUIPMENT IN COMPLIANCE WITH CITY OF RENTON STANDARDS 1 I CONSTRUCTION RECORD DRAWINGS N0. REVISION SCALE: 1" = 50' 0 25 50 100 M E M 2/ 1 3/24 N H N SURVEYED: SCALE: DATE: GLENN R SPRAGUE P.L.S. AS NOTED VERTICAL: NAVD 1988 83/1 CANOPY2115124 11 1 A v HORIZONTAL: NAD 1983/1991 DT\ 0 C L l✓ L `t DESIGNED: SHAHLA BOWEN P CHECKED: � � n I T O � I 4196 L/NCOLNAVENE, RENTON, WA 98056 FIELDPAGE: DRAWN: � PAGE: JACOB REE7_ ONE INCH DATUM COMPOSITE LANDSCAPE PLAN DRAWING NO L/NOSEY SOLOR/0 IF NOT ONEGNCH Planning/Building/Public Works Dept. p_ 7 BY DATE AP PR LINOSEY B. SOLORlO P.LA SCALE ACCORDINGLY CX NOTES SHEET: 72 OF: 107 CONSTRUCT/ON RECORD DRA WINGS N N O O d) 07 1 O Z Q CN CONSTRUCT/ON RECORD DRA WINGS I An1nC(-`ADC7 I C7r-CWr) DEFERRED PLANTING TO BE INSTALLED AT A LATER DATE FOLLOWING HOME CONSTRUCTION FITNESS EQUIPMENT PLAY EQUIPMENT SEE SHEET L2" 08 UNDERGROUND LOCATOR SERVICE C% L L BEFORE YOU DI C.1 8/7 N0. STREET LIGHT (TYP.) CONSTRUCTION RECORD DRAWINGS PLAY EQUIPMENT SEE SHEET L2.11 FITNESS EQUIPMENT SEE SHEET L2.11 M E M 2/ 1 3/24 H H H SURVEYED: SCALE: GLEIVN R SPRAGUEAr..L.S. AS NOTED DESIGNED:AS HOVVE/V DRAWN: JAC0,9 IQEEFF ONE INCH CHECKED: LINOSEI �/ SOLORIO AT F NOT FULL SC L INCH REVISION BY DATE AP P R APPROVED: SCALE ACCORDINGLY LINDSEY B. SOL ORlO P.L. Al VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/1991 DATU M C TY OF ,R RENTON • Planning/Building/Public Works Dept. CRITICAL AREA BUFFER (TYP.) EVERGREEN TREE (TYP.) NATIVE SLOPE REVEGETATION (TYP.) TRAIL W/ TREATED TIMBER STEPS, FIELD FIT GROUND COVER (TYP.) ON -SITE EXISTING LARGE BOULDER 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 DETAIL SHEET L2.31 ENGINEERED WOOD FIBER SAFETY SURFACE (TYP.) SEE SHEET L2.31 DECIDUOUS TREE (TYP.) SCALE: 0 10 CIVIL ENGINEERING LANDSCAPE ARCHITECTURE PLANNING SURVEYING Bothell, Washington 98011 425.885.7877 R-417962 IN COMPLIANCE WITH CITY OF RENTON STANDARDS CANOPY DATE 2/13/24 4196L/NCOLNAVENE, RENTON, WA 98056 EIELDBOOK: PAGE: LANDSCAPE PLAN DRAWING NO: L2" 09 LOTS 41-55 & TRACTS F & B SHEET: OF: 73 107 0 N v N N Q oil b O Z Q CONSTRUCT/ON RECORD DRA WINGS 0 Z Q --------------------------- SCALE: 1" = 20' 0 10 20 40 LANDSCAPE LEGEND SEESHEETHEREON DEFERRED PLANTING TO BE INSTALLED AT A LATER DATE FOLLOWING HOME CONSTRUCTION UNDERGROUND LOCATOR SERVICE C% L L BEFORE YOU DIC.I 8/7 CRITICAL AREA BUFFER (TYP.) EVERGREEN TREE (TYP.) DECIDUOUS TREE (TYP.) SHRUB (TYP.) GROUND COVER (TYP.) STREET LIGHT (TYP.) NATIVE SLOPE REVEGETATION (TYP.) SEE SHEET HEREON L CIVIL ENGINEERING LANDSCAPE ARCHITECTURE PLANNING SURVEYING Bothell, Washington 98077 425.885.7877 R-417963 IN COMPLIANCE WITH CITY OF RENTON STANDARDS 1 CONSTRUCTION RECORD DRAWINGS MEM 2/13/24 HHH SURVEYED: SCALE: DATE: GLENN R SPRAGUE P.L.S. T VERTICAL: NAND 83/1 ' CANOPY �q z� q AS p�0/EO HORIZONTAL: NAD 1983/1991 C T Y 0 C L l ✓ L `t DESIGNED: V SHAHLA BOWFIN P RENTON � n I T O � I 4196 L/NCOLNAVENE, RENTON, WA 98056 FIELDBooK: DRAWN: � PAGE: JACOB IQEEEE ONE INCH DATU M LANDSCAPE PLAN DRAWING NO: CHECKED: L/NOSEY SOLORIO IAT FULL NECNCH Planning/Building/Public Works Dept. L2.10 N 0. REVISION BY DATE AP P R kmY D: SCALE ACCORDINGLY LOTS 17-40 SHEET: OF: B. 50L ORIO P. L. A 75 107 CONSTRUCT/ON RECORD DRA WINGS O Q O Z Q CN CONSTRUCT/ON RECORD DRA WINGS O Q N O N N N 0 / Z a -- / O \ 0 j J O • J J + ICJ ° - - ----------- - - - - - - - ---- ----------------- --------- ° / -- _ / - _ --------------- -�-- __ -----I--------- ------ - - - - - - /� / \ J \ I i • • J� 'J O emu, L J. J O 1 �J '0 rJ SCALE: 1" = 10' T/1n /1r f�1l1nTLJ \/AI 11 T GROUND COVER LANDSCAPE AREA SECTION A - AI SCALE: 1" = 10' UNDERGROUND LOCATOR SERVICE C% L L BEFORE YOU DI C.1 1 I CONSTRUCTION RECORD DRAWINGS I NO. REVISION DECIDUOUS TREE (TYP.) SHRUB (TYP.) STREET LIGHT (TYP.) EVERGREEN TREE (TYP.) \ SLOPE REVEGETATION (TYP.) TABLE (TYP.) \ SEE SHEET L2.32 • \ STREET TREE (TYP.) ROOT BARRIER (TYP.) 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. •I M E M 2/ 1 3/24 H H H SURVEYED: SCALE: VERTIC:1988 GLENN R SPRAGUE P. L. S. HOR ZONTAL NAD NAVD1983/1991 DESIGNED: AS NOTED PR C T Y OF SHAHLA HOWEN R E �I T O�I DRAWN: CHECKED:JAC0,p IQEEFF • I ONE INCH I DATU M L INOSE Y SOL OR/0 IF NOT ONE INCH AT ROLL SCALE Planning/Building/Public Works Dept. BY DATE APPR APPROVED: SCALE ACCORDINGLY I INDSEY B. SOL 0R/0 P. L. A -------------------- SCALE: 1" = 10' U 10 20 �rl��cT CIVIL ENGINEERING NNErTsoo ° LANDSCAPE ARCHITECTURE �� PLANNING DESIGN SURVEYING 1I � C 12700 NE 195th St, Suite 300 Bothell, Washington 98077 425.885.7877 .04� G r R-417965 I�APEPF� IN COMPLIANCE WITH CITY OF RENTON STANDARDS O DATE: R CANOPY 13124 4196 L/IVCOL TON, WA 98056 FIELDS o� PAGE: TRACTA ENLARGEMENT & SECTION DRAWING NO: L2,12 SHEET: OF: 77 107 CONSTRUCT/ON RECORD DRA WINGS + + • °nnO °onno �onno°` w, a a \ 90 _ _— - J% 0.5' VAULT EXPOSURE ° ABOVEGROUND - - — _ I I 2.5' VAULT EXPOSURE / - u �\ ABOVE GROUND � 0.5' VAULT EXPOSURE ABOVE GROUND \ ° 3.5' VAULT EXPOSURE ABOVE GROUND - 2.5' VAULT EXPOSURE , p ABOVEGROUND / + } • � k p / O • / "�, 55 ,MHO p a Y _ \ \ p / + / w"V�� 4Mq� • • f. +0 SS SHRUB (TYP.) D + a BENCH (TYP.) SEE SHEET L2.32 0 0 0 \ GATHERING SPACE (PAVERS W/ BORDER) (TYP.) TO BE DETERMINED BY OWNERS REPRESENTATIVE s O DECIDUOUS TREE (TYP.) LAVI� EVERGREEN TREE (TYP.) V V/� LAWN (TYP.) NATIVE SLOPE REVEGETATION (TYP.) s \ \ SPLIT 3 RAIL FENCE (TYP.) SEE DETAIL SHEET L2.31 G z - ROOT BARRIER (TYP.) p a e a � _ a � p - E - SS SS °01 ; SS / 07 ti:J p --------------- 4 } O 4 / \ / SS • 5 T_ o ss _ SS SS s— O O � f TRACT H ENLARGEMENT SCALE: 1" = 10' SECTION H - H' SCALE: 1" = 10' N O N N N UNDERGROUND LOCATOR SERVICE C% L L BEFORE YOU DI C.1 1 I CONSTRUCTION RECORD DRAWINGS N0. REVISION •O .M 70 i' 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. GROUND COVER (TYP.) STREET LIGHT (TYP.) STREET TREE (TYP.) M E M 2/ 1 3/24 H H H SURVEYED: SCALE: L.S. SPRAGUE P. HORIZONTAL: NAD D 1988 GLENN 1983/1991 DESIGNED: AS NOTED o C T Y OF SHAHLA BOWEN � R E I �I T O I �I DRAWN: p JACOU IQEEFF • I oNE INCH I DATU M CHECKED:L INOSE Y SOL ORIO IF NOT ONE INCH AT FULL SCALE Planning/Building/Public Works Dept. BY DATE APPR APPROVED: SCALE ACCORDINGLY I INDSEY B. SOL 0R/0 P. L. A LANDSCAPE LEGEND 040 DEFERRED PLANTING TO BE INSTALLED AT A171 `' J LATER DATE FOLLOWING HOME CONSTRUCTION O 0 N v SCALE: 1" = 10' 0 5 10 20 �rl��cT CIVIL ENGINEERING NNErrsoo 0, LANDSCAPE ARCHITECTURE PLANNING DESIGN SURVEYING 12100 NE 195th St, Suite 300 Bothell, Washington 98077 425.885.7877 04� R-417966 I��APEPF� IN COMPLIANCE WITH CITY OF RENTON STANDARDS O DATE: �••� 4196 L/IVCOL CANOPTON, WA 98056 FIELDS o�13�24 PAGE: TRACT H ENLARGEMENT & SECT/ON H DRAWING NO: L2,13 SHEET: OF: 78 107 CONSTRUCT/ON RECORD DRA WINGS 0 Z Q Q N O N N N SECTION K - K' SCALE: 1°=10 1 1 CONSTRUCTION RECORD DRAWINGS I MEM 2/13/24 HHH UNDERGROUND LOCATOR SERVICE C% L L BEFORE YOU DI C.1 8/7 :ND kLLED AT A )NSTRUCTION )SED GRADE VG GRADE n/ so SCALE: 1" = 10' 0 5 10 20 SURVEYED: SCALE: SPRAGUE P.L.S. D S/IGNED: AS NOTED SHAHLA HOWEV DRAWN: p JAC0, IQEEFF ONE INCH IHECKED:, AT FULL ALEd L1N0SEI �/ SOLORIG IF NOT ONECNCH N 0. REVISION BY DATE AP P R APPROVED: SCALE ACCORDINGLY I1105EY S. 50L ORLO P. L A VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/1991 DATU M PRC TY OF RENTON Planning/Building/Public Works Dept. CIVIL ENGINEERING LANDSCAPE ARCHITECTURE PLANNING SURVEYING Bothell, Washington 98077 425.885.7877 R-417967 IN COMPLIANCE WITH CITY OF RENTON STANDARDS CANOPY DATE 13124 4196 LINCOLNAVENE, RENTON, WA 98056 EIELDB o� PAGE: TRACT `(AND J ENLARGEMENT & DRAWING NO: �( L2,14 SECT/ON SHEET: OF: 79 107 M O O O d) ti 1 O Z Q CONSTRUCT/ON RECORD DRA WINGS O Q Q N O N N N TRACT B ENLARGEMENT SCALE: 1" = 10' SECTION B - BI SCALE: 1" = 10' 1 II IVLJV LyVIr IVILIV I 11 IF.] SEE SHEET L2.11 LIVVIIVLLI\LU YYVVU I IULI\ SAFETY SURFACE (TYP.) SEE SHEET L2.32 r LMI Ll(VIFIVILIVI �I IF.) SEE SHEET L2.11 UNDERGROUND LOCATOR SERVICE C% L L BEFORE YOU DI C.1 8/7 IL /_1Iw I6*1 EXISTING GRADE 160 150 140 130 LANDSCAPE LEGEND M DEFERRED PLANTING TO BE INSTALLED AT A LAWN (TYP.) LATER DATE FOLLOWING HOME CONSTRUCTION O O ❑ FITNESS EQUIPMENT 0 4 CONCRETE PATH (TYP.) PLAY EQUIPMENT F-1 rN V BENCH (TYP.) SEE SHEET L2.32 ON -SITE EXISTING LARGE BOULDER STREET TREE (TYP.) N ROOT BARRIER (TYP.) CV 0 O75 STREET LIGHT (TYP.) DECORATIVE STAMPED CONCRETE PEDESTRIAN CONNECTION AND TRAFFIC CALMING FEATURE SEE SHEET L2.33 GROUND COVER (TYP.) rjo O SHRUB (TYP.) O DECIDUOUS TREE (TYP.) n� 1 CONSTRUCTION RECORD DRAWINGS MEM 2/13/24 HHH SURVEYED: SCALE: GLENN R SPRAGUE P. L. S. AS NOTED DESIGNED:AS HOWEV DRAWN: p JACOU IQEEFF ONE INCH CHECKED:AT FULL SCALE L INOSEY SOL ORIO IF NOT ONE INCH N 0. REVISION BY DATE AP P R APPROVED: SCALE ACCORDINGLY UNDSEY S. 50L ORIO P.1. A ------------------------ VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/1991 DATU M SCALE: 1" = 10' 5 10 20 C TY OF ,R RENTON • Planning/Building/Public Works Dept. CIVIL ENGINEERING LANDSCAPE ARCHITECTURE PLANNING SURVEYING Bothell, Washington 98077 425.885.7877 R-417968 IN COMPLIANCE WITH CITY OF RENTON STANDARDS CANOPY DATE 2113124 4196 LINCOLNAVENE, RENTON, WA 98056 FIELDBOOK: PAGE: TRACT B ENLARGEMENT & SECT/ON B DRAWING NO: L2,15 SHEET: OF: 80 107 CONSTRUCT/ON RECORD DRA WINGS 0 Q --o 4' CONCRETE PATH (TYP.) SEE SHEET L2.11 TRACK J ENLARGEMENT SCALE: 1" = 10' 150 140 130 SECTION J -J' SCALE: 1" = 10' GENERAL LANDSCAPING SEE SHEET L2.11 GROUND COVER (TYP.) LAWN (TYP.) STREET TREE (TYP.) ROOT BARRIER (TYP.) PLAY AREA GENERAL LANDSCAPING UNDERGROUND LOCATOR SERVICE C% L L BEFORE YOU DIC.I 8/7 1 I CONSTRUCTION RECORD DRAWINGS N0. REVISION DECIDUOUS TREE (TYP.) BENCH (TYP.) SEE SHEET L2.33 ENGINEERED WOOD FIBER SAFETY SURFACE (TYP.) SEE SHEET L2.31 SHRUB (TYP.) LANDSCAPE LEG EN D DEFERRED PLANTING TO BE INSTALLED AT A LATER DATE FOLLOWING HOME CONSTRUCTION FITNESS EQUIPMENT PLAY EQUIPMENT EXISTING GRADE PROPOSED GRADE --------------------- SCALE: 1" = 10' 0 5 10 20 CIVIL ENGINEERING LANDSCAPE ARCHITECTURE PLANNING I SURVEYING Bothell, Washington 98077 425.885.7877 R-417969 IN COMPLIANCE WITH CITY OF RENTON STANDARDS M E M 2/ 1 3/24 T B H SURVEYED: SCALE: DATE: GLENN R SPRAGUE P.L.S. T VERTICAL: NAND 1988td.R 83/1 ' CANOPY 1114 152 1 q AS p�0/ED HORIZONTAL: NAD 1983/1991 � T � 0 C L l ✓ L `t DESIGNED: V SHAHLA BOWFIN 4196 L/NCOLNAVENE, RENTON, WA 98056 FIELDBooK: DRAWN: RENTON PAGE: ,1AC0,6 IQEEEE ONE INCH DATU M Namir TRA CT F ENLARGEMENT & SECT/ON F DRAWING NO: CHECKED: L/NOSEY SOL ORIO IF NOT ONECNCH Planning/Building/Public Works Dept. L2,16 BY DATE APPR APPROVED: SCALE ACCORDINGLY SHEET: OF: LINDSEY B. SOL ORIO P. L. A 81 107 CONSTRUCT/ON RECORD DRA WINGS O Q O Q OPEN SPACE ENLARGEMENT SCALE: 1" = 10' GENERAL RETAINING LANDSCAPING WALL SECTION 0 - 0' SCALE: 1" = 10' UNDERGROUND LOCATOR SERVICE C% L L BEFORE YOU DIC.1 8/7 DSCAPE LEGEND )EFERRED PLANTING TO BE INSTALLED AT A _ATER DATE FOLLOWING HOME CONSTRUCTION DECIDUOUS TREE (TYP.) EVERGREEN TREE (TYP.) NATIVE SLOPE REVEGETATION (TYP.) TRAIL W/ TREATED TIMBER STEPS, FIELD FIT 190 .m 170 160 150 1 CONSTRUCTION RECORD DRAWINGS MEM 2/13/24 HHH SURVEYED: SCALE: GLENN R SPRAGUE P. L. S. AS NOTED DESIGNED:AS HOWEV DRAWN: JAC06 IQEEFF ONE INCH CHECKED: AT FULL ALE LINOSEI �/ SGZORIG IF NOT ONEC NCH N 0. REVISION BY DATE AP P R APPROVED: SCALE ACCORDINGLY UNDSEY S. 50/ 0R/0 P. L. A -- - - - - --------- SCALE: 1" = 10' 0 10 20 VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/1991 DATU M PRC TY OF RENTON Planning/Building/Public Works Dept. CIVIL ENGINEERING LANDSCAPE ARCHITECTURE PLANNING SURVEYING Bothell, Washington 98077 425.885.7877 R-417970 IN COMPLIANCE WITH CITY OF RENTON STANDARDS CANOPY DATE 2113124 4196 LINCOLNAVENE, RENTON, WA 98056 EIELDBOOK: PAGE: OPEN SPA CE ENLA RGEMENT & DRAWING NO: L2,17 SECTION SHEET: OF: 82 107 1 O Q CONSTRUCT/ON RECORD DRA WINGS STAKING NOTES: RUBBER HOSE AT TREE; HOSE PLANT TREE SO THAT THE TRUNK SHALL BE LONG ENOUGH TO CROWN IS VISIBLE AT THE TOP OF ACCOMMODATE 1 YEAR'S • GROWTH AND BUFFER ALL THE ROOTBALL; SET TOP OF BRANCHES FROM THE WIRE • • • �•• ' • • ROOTBALL FLUSH TO GRADE; DO • • • 0 • NOT COVER THE TOP OF THE 3 HARDWOOD STAKES OR OTHER • • • • • : • 0 • ROOTBALL WITH SOIL • APPROVED MATERIAL; ALL •• •i STAKES TO BE DRIVEN OUTSIDE • • f • • • • MIN. 2" MULCH; DO NOT PLACE IN THE ROOTBALLL, AT 120" SPACING • • • _ • • CONTACT WITH TRUNK • • • •• GALVANIZED WIRED OR CABLE; • • • • •' ' REMOVE ALL TWINE, WIRE TWIST WIRE TO TIGHTEN ONLY • • • • AND BURLAP FROM TOP O ENOUGH TO KEEP FROM SLIPPING • • •• HALF OF ROOTBALL; NON (ALLOW FOR SOME TRUNK • • • • • • • BIODEGRADABLE MATERIAL MOVEMENT) • • • SHALL BE REMOVED COMPLETELY 4" HIGH EARTH SAUCER AROUND C , EDGE OF PLANTING PIT v 3, FINISH GRADE 2 ROOTBALL VA_ DIMENSIO\,,,FIRMLY \ ..t ROUGHEN EDGES OF PIT TAMP TOPSOIL BACKFILL VAA AROUND ROOTBALL BASE WITH FOOT PRESSURE TO AVOID SHIFT OF ROOTBALL STAKES SHALL EXTEND A MIN. OF 12" 1' PLACE ROOTBALL ON INTO UNDISTURBED UNEXCAVATED/UNDISTRUBED SOIL 2 X ROOTBALL DIA. NATIVE SOIL PEDESTAL TO PREVENT SETTLING DETAIL: PLANTING DECIDUOUS TREE NOT TO SCALE 1 X ROOTBP 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 RO DIM NOTE: 1X 2 TO AVOID LANDSCAPE INTRUSION INTO ROOT BAL PATHS, THE FOLLOWING PLANTING SPACING DIA. OFF -SETS FROM EDGE OF ALL PATHS, DRIVES, ACCESS ROUTES, ETC. SHALL BE MET: GROUND COVER: 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 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 \//\\//\ / TAMP TOPSOIL ( WASH -THROUGH; BURY A AROUND ROOTBALL BASE \ \\ \\ MIN. W 3 OF BOULDER BACKFILL AROUND \\ 1 / - MATERIAL SHALL BE REMOVED / MIN. OF OF BOULDER / I BELOW EXISTING SLOPE / OF, 'OF / r,�,,.- i . FIRMLY WITH FOOT P SSURE \ \ \ \ \ \ ROOTBALL BASE FIRMLY COMPLETELY / /ft \ BELOW EXISTING SLOPE TO AVOID SHIFTING OF 1 2 X 4y� y•�r SURFACE FOR STABILITY WITH FOOT PRESSURE /\\ ►t . r // // \ ROOTBALL �+...n �+�1"" <</jam/jam/jam/jV j/// <• 'rf,i.x+?� SURFACE FOR STABILITY i....6:i �•..+. A V V V \ TO AVOID SHIFT OF ROUGHEN EDGES OF PIT ROOTBALL it .+ A�/%//%//%/ 1 1•. AA VA VA ROOTBALL 1 TAMP TOPSOIL BACKFILL NOTE ON SOIL STABILIZATIOI.. DIA. A//A/ 2 \� p.; , y �.�•Q� EXISTING ROOTBALv�vv AROUND ROOTBALL BASE SECURE ALL EXPOSED CUT AND /\\/\' \/ / %\ GRADE; 2:1 DIA. FIRMLY WITH FOOT PRESSURE FILL SLOPES ADJACENT TO NEW//A A �AAj/AA EXISTING GRADE; TO AVOID SHIFT OF ROOTBALL ��VA�VA T SLOPE MAX. PLANTING WITH HYDROSEED, j j .' REMOVE ALL TWINE, WIRE, / // / . F 2:1 SLOPE MAX. \/AAjAA . jAA/AA/AA/�A/A/A/A/A V�jA/VA/VA PLACE ROOTBALL ON BIODEGRADABLE EROSION // /„� V//V//V//V//V/ //V//V//V A//� . AND BURLAP FROM TOP CONTROL MESH OR MATTING,AAAA/i��/�� i\/ HALF OF ROOTBALL; UNEXCAVATEDIUNDISTRUBED �A \ `A OR OTHER APPROVED METHOD�� �� ,�A��\�A NON -BIODEGRADABLE �AiA NATIVE SOIL PEDESTAL TO . PREVENT SETTLING STAKES SHALL EXTEND N. OF PLACE ROOTBALL ON UNEXCAVATE MATERIAL SHALL BE T MIN. PLACE ROOTBALL 'ON' SOIL/UNDISTURBED NATIVE SOIL TO PREVENT REMOVED COMPLETELY UNEXCAVATED/UNDISTURBED NATIVE 12" INTO UNDISTURBED OIL SETTLING v SOIL TO PREVENT SETTLING DETAIL: PLANTING CONIFER TREE DETAIL: PLANTING DECIDUOUS TREE ON SLOPE DETAIL: PLANTING CONIFER TREE ON SLOPE NOT TO SCALE NOT TO SCALE NOT TO SCALE 2 X ROOTBALL DIA. 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% — _I 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 120° 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 7UPPER CUT ,_ SLOPE: 2:1 MAX. 3' MIN. 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 • • ' •i 'i • • CROWN IS VISIBLE AT THE TOP OF THE PLANTING DETAIL FOR MORE INFORMATION • • • • ••• • ROOTBALL; SET TOP OF ROOTBALL AT • • • i •• • SURFACE OF SLOPE; DO NOT COVER NOTE ON SOIL STABILIZATION: • • • •0 • TOP OF THE ROOTBALL WITH SOIL • • SECURE ALL EXPOSED CUT AND FILL • ' • • • • • • 0* SLOPES ADJACENT TO NEW PLANTING • • WITH HYDROSEED, BIODEGRADABLE • •f 2" MULCH; • • • • EROSION CONTROL MESH OR MATTI • 0 • • MIN . CONTACT WITH TRUNK DO NOT PLACE IN NG, • • • • • - • REMOVE ALL TWINE, WIRE, AND OR OTHER APPROVED METHOD •i • • 1 • BURLAP FROM TOP HALF OF • ROOTBALL; NON -BIODEGRADABLE • • • • • • MATERIAL SHALL BE REMOVED • • • •• • COMPLETELY ' ' •' ' • • •• • ROUGHEN EDGES OF PIT \ • ' • 4" HIGH EARTH SAUCER UPPER CUT AROUND EDGE OF SLOPE: 2:1 PLANTING PIT \ MAX. BACKFILL -2:1MAX. SLOPE j�A/AA/A FILTER FABRIC 1 MAN BOULDER. (3) PER TREE MIN. W/ FILTER FABRIC 3' MIN REMOVE ALL TWINE, WIRE, AND '/��/� �� BEHIND TO PREVENT SOIL 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 C% L L BEFORE YOU DIC.1 8 N0. 4" 14" (TYP.) A%A" CEDAR PDST 4.01 2'%6' GPLR CEDAR RAIL (TM) HOLES IN I-T FOR RAILS (TYP.) EQ. FINISHED GRADE 2.52 MIN. - �< FOOTING DEPTH `ORAGGREGATE &GRRIL` 6" AGGREGATE BASE \\ \; UNDISTURBED SOIL 4 4" SPLIT (3) RAIL FENCE NOT TO SCALE PLANTER STRIP NOTES: 1. INSTALL PRODUCT PER MANUFACTURER'S SPECIFICATIONS. 2. INSTALL PRODUCT A MINIMUM OF 3BEYOND CENTER OF TREE IN EACH DIRECTION PARALLEL TO UTILITY LINE. 3. ALL TREES LOCATED WITHIN CLOSE PROXIMITY TO UTILITIES TO RECEIVE ROOT BARRIER. CONSTRUCTION RECORD DRAWINGS DETAIL: ROOT BARRIER NOT TO SCALE M E M 2/ 1 3/24 H H H SURVEYED: SCALE: GLENN R SPRAGUE P. L S. DESIGNED: SHAHLA HOWEV DRAWN: JAC06 REEEF ONE INCH CHECKED: L AT FULL NOSEY SOL ORIO IF NOT ONE C NCH REVISION BY DATE AP P R APPROVED: IF ACCORDINGLY LLNDSEY B. SOL ORLO P. L A 4" X 6" TREATED TIMBER (TYP.) T (TYP.) z" RAD. (TYP.) 0.30 60D GALV. NAIL (TYP.) l 5o 60D GALV. NAIL (TYP.) #4 REBAR, T-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 NOT TO SCALE CIVIL ENGINEERING LANDSCAPE ARCHITECTURE PLANNING SURVEYING Bothell, Washington 98077 425.885.7877 R-417971 IN COMPLIANCE WITH CITY OF RENTON STANDARDS DATE: VERTICAL: NAVE, 1988 83/1 • CANOPY 271q T124 HORIZONTAL: NAD 1983/1991 DT Y 0 C L l✓ L `t 4196 L/NCOLNAVENE, RENTON, WA 98056 FIELDBOOK: RENTON PAGE: DATU M ' LANDSCAPE DETAILS DRAWING NO: Planning/Building/Public Works Dept. L2,31 SHEET: OF: 83 107 CONSTRUCT/ON RECORD DRA WINGS O Q PACIFIC OUTDOOR P R O D U C T S, I N C. PE-7885 Area needed: 28' x 28' Ages 5_12 years Capacity 20-28 Activities 5 ADA Access 16".. ADA Barrier Pipes Access Spider 24` Climber Barracuda 40" Barrier Climber 40" Pipes R 5' Craw Tunnel Bubble Pyramid Panel Roof s Banana Slide DETAIL: PE-7885 (A) SOURCE: PACIFIC OUTDOOR PRODUCTS NOT TO SCALE DETAIL: BALANCE BEAM (C) SOURCE: PACIFIC OUTDOOR PRODUCTS NOT TO SCALE DETAIL: PULL UPS (G) SOURCE: PACIFIC OUTDOOR PRODUCTS NOT TO SCALE Q N O N N N PACIFIC OUTDOOR P R O D U C T S, I N C. PE-7875 Area needed: 18'x22' Ages 2-12 Capacity 12-16 Activities 4 Barracuda Climber Pyramid Roof Snake ipe Wall Climber/ 0A.A Wheel Activity PanelAco.. ADA Access DETAIL: PE-7875 (B) SOURCE: PACIFIC OUTDOOR PRODUCTS NOT TO SCALE DETAIL: FE-1310 BENCH (D) SOURCE: PACIFIC OUTDOOR PRODUCTS NOT TO SCALE DETAIL: SPRING ANIMAL (J) SOURCE: PACIFIC OUTDOOR PRODUCTS NOT TO SCALE UNDERGROUND LOCATOR SERVICE C% L L BEFORE YOU DIC.1 8/7 1 I CONSTRUCTION RECORD DRAWINGS NO. I REVISION PACIFIC OUTDOOR PRO DUCTS, INC. PE - 2024 Single Bay Steel Swing Safe Use Area Needed 28' x 32' 16' ' Ta I I 12" Ground Cover 30" In Ground DETAIL: PE-2024 (H) SOURCE: PACIFIC OUTDOOR PRODUCTS NOT TO SCALE DETAIL: VERTICAL KNEE RAISE (E) SOURCE: PACIFIC OUTDOOR PRODUCTS NOT TO SCALE SE-5165 Bench Specifications Material: Boards 2 x 4, all edges eased Steel legs 2" x 2" square tube with 3/8" x 4" flat for seat and back brace, all welded and powder coated " 5/16" x I %' lags & washers M.-I, Mountng: Surface mount or in -ground Boards:2 x 4 Poly (recycled plastic) or wood Length: 71"standard 18" IB" 16 16" 6 33" �19' Ig" Sudace M.—Plate Ig" g � mmen 16 In -Ground 31 Install the bench frames approxlmately lg" In the ground, 2 frames fora timber bench and 3 frames for a Poly bench, the third frame is centered between the two outer frames. Level the frames by Putting one of the 2x4 bench boards on the frames and using a level to ,it, sure the board Is level. lags the boards on, from the bottom of the frames. Make sure the frames are "plumb and level" 2) Pourtheconcrete lntheholessoltisnomorethan2"fromthetopofeachhole.Onceithascuredupyou in lag bolt the boards to the bench frames. Make sure the top of the seat bench boards is approximately 18" above the finished grade. 3) The bench boards are to be centered on the predrilled holes in the bench frames. The timber boards ove rhang each edge 12" and the poly boards overhang 6" on each edge spaced equally open. 4) In the poly bench boards,it is necessary to drill a 3/16" pilot hole for each lag before bolting the bench together. Surface Mount 1) Assemble the bench by lagging the boards onto the frames. The timber bench frames over hang each bench frame 12" and the poly boards overhang the frames V. Center the boards on the predrilled holes in the frames, space evenly and lag bout them together. Leg them on from the bottom of the frames. 2) Once the bench is assembled place it on the concrete where it is to be installed and mark where the rinountini hales are to be drilled on the concrete. Remove the bench and drill the holes and bolt the be..hdown. 31 In the poly bench boards, it is necessary to drill a 3/16" Allot hole for each lag before hotting the bench together. l PACIFIC OUTDOOR P R O D U C T S, I N C. "NOTE: Graphics are not to scale." %mv,cloaclflcoutdoor.com DETAIL: BENCH SOURCE: PACIFIC OUTDOOR PRODUCTS NOT TO SCALE M E M 2/ 1 3/24 T H H SURVEYED: SCALE: GLENN R SPRAGUE P. L. S. DESIGNEDSHAHLA HOWEV BY I DATE I APPR DRAWN: JAC06 REEEE CHECKED: L INOSE Y SOL ORIO APPROVED: INDSEY 5 SOL OR/0 P. L. ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY PACIFIC OUTDOOR P R O D U C T S, I N C. PE-7750A 4x6 Poly Playsyslem Safe play area needed: 30' x 32' Designed for ages: 5 - 12 years Meets ASTM, ADA and CPSC Safety Guidelines 6' Glide Slide 6'Banana Slide Pyramid Roof Angled Rock 40" Climber U-Bend 32.. Activity Climber Panel Step 6" Deck Pipe ADA Wall 24 16" Access Steering Wheel ADA Window Pipe Wall Access Panel DETAIL: PE-7750 (1) SOURCE: PACIFIC OUTDOOR PRODUCTS NOT TO SCALE DETAIL: LEG RAISE (F) SOURCE: PACIFIC OUTDOOR PRODUCTS NOT TO SCALE SE-5335 Table Specifications Material: 11/2" x 9112" Poly or Wood boards 2" x 2" welded steel frame 4" x 4" center table support All steel is welded together and powder sated. 5/16" x 1 -' lags and washers Obti n Mounting: Surface mount or in -ground ea" J 1a g l Surface Maun[ PIMe 28" in 9rountl 16" In Ground Installation 1) Place the table where you want to Install it and mark the ground. 2) Dig l6"diameter x 28" deep hole and place the table In the hole making sure the 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 -mix concrete leaving 2" from the top of the hole. 4) Once the concrete has hardened place the to ble boa rds 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 1) Set on the concrete where It is to be installed and mark where the mounting holes are to be drilled on the concrete through the mounting plate. 2) Remove the table, drill the holes, with a S/8" concrete drill bit. 3) Place the table back on the marks and tighten the anchor bolts. PACIFIC OUTDOOR "NOTE: Graphics are not to scale. " PR O D U CT S, I N C. www.pacif coutdooccom NOTE: ADA OPTION IS OFFERED BY PACIFIC OUTDOOR PRODUCTS. DETAIL: PICNIC TABLE SOURCE: PACIFIC OUTDOOR PRODUCTS NOT TO SCALE CIVIL ENGINEERING LANDSCAPE ARCHITECTURE PLANNING SURVEYING Bothell, Washington 98077 425.885.7877 R-417972 IN COMPLIANCE WITH CITY OF RENTON STANDARDS DATE: VERTICAL: NAVD 1988 • CANOPY HORIZONTAL: NAD 1983/1991 0 T Y OF 2115124 4196 LINCOLNAVENE, RENTON, WA 98056 Ul FIELDBOOK: RENTON PAGE: DATU M LANDSCAPE DETAILS DRAWING NO: Planning/Building/Public Works Dept. L2.32 SHEET: OF: 84 107 CONSTRUCT/ON RECORD DRA WINGS O Z Q N O N N N CONSTRUCT/ON RECORD DRA WINGS N N O O d) 07 1 O Z Q O Q N O O CN N O N N N t - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - MEMO - - - - MEMO - - - - MEMO - - - - MEMO - - - - MEMO - - - - MEMO - - - - MEMO - - - - MEMO - - - - - - - - - - - - - - - - - - - - MEMO - - - - MEMO - - - - MEMO - - - - MEMO - - - - MEMO - - - - MEMO - - - - MEMO - - - - - - - - - - 0% \�� ■ SEE SHEET L3.05 ; ,. ss ss SS 210— CONTROLLER 1(TYP.) \ � - � � � � � V--(�}SS � SS � SS SS Q SS2�0\\�0� ■ v _ \ — _ \ �� � i � �, ■ l� � BACK FLOW DEVICE 1(TYP.) \ \ �� ■� 1` ° � 1" WATER METER 1 ~---------------------------------------------------------------------- -�•��----------- T---------�---�--------- _\ - -i------- -i■� -A•-0-■■■■--�.■■■■-- -i flIWEI --■■ iti,�..:: -E —'[ -: �---M----i1r-MMM -��� --.-1.7i,--J.1--�i..a---�--_-- -- i�_�_M -----�',-��M M -� - -"-- m -% SEE SHEET L3.03 — y y' , y y ��\ x — _ — y 9 -- „ — -- - _ o A a_ � ,v" ,• � V�� , • a. — S Cam, — - - — : • r J 1i/z" � ��v e r 14 '� 1� I � -- 6 4 31.3 ■ A• �,�.'.� - - - - - a/z -� � � ■ _. : , � _ 19.6 21 � r�2s.1 15 ■ — 13 12.9— - \ 1h r/ ; { \ / r/ • , + >i. // • `\ 1 4 1i/z t \ � ■ 27.9 4 / t+ - ._. ... ^ i+ •.- ,• --.. . �•� + i," � �•,�" �. rj. r/• �' fii' >Y' �. ,. +. i/s. ■ \ f ■ (OP SP - — — -- .. CONTROLLER 2 (TYP.) - TRACT -20 42ss s OPEN SP PACE)_ _ 22s 34 � _ 35 / � .- _' /� , � - 1„ WATER METER 2 (TYP.) rr� . _ -- E - - : � +• : . / � \''` - a - BACK FLOWDEVICE2(TYP.) - � � +• - _ r-72 .— — \-� - _�` - ---- -�---- ---�- -� --��- ----- -- - ■ SEE SHEET L3.04 -- e o — ■ 15 -t/ ° 20.4 I �"..... 13'z" / ..- ... ' :" . •. ❑ ,q ..':. .: ..^- . . --- — g29.7 78 ■ __ O \ —� \ \ \ \ \ \ t a 71 22.9 ',:: - f \ V A A ✓- V A \ �■ ■ /�- _ � ,22.1 � , •.. +"-� -- o - - � -" �� , _ 1�" - i ',, I � TIIACT Ll �� ; A \ � _� V A \ \ \ � \� V � \� � � \ � ■ ��_ ;� TR. - (N��a) (OP. SP. - v \ 0°V A \ ■ i A �z �� 64 _ , 27. � � � 1�, 72 � 2S 50 � � ° ,' } � �.� , V A A A � � \ V � � � � �� � � � ■ ° p \1 °i r, ,• —� - � 1z/z A T�. --I EX 00 ° a (APPROXLOCA ROW) ■ \; �. .\ n � � -O SP G%� �• __ � � ■ \ \ � / l i APPROX L OWt0E CAr (OCAAONJ ■ T _ - ° -= o ��-..: — rj. IY \ \ \ V A ■ ■ AON _i� ' +• z „ zst Al- ■ \ - I ■ \ \ \ V A _ ■� ss \ \ fXOARAGf ■ -- , \ \ SHEET L3 04 ----\ _- ___ 1 — _ _ SEE (APPROX , r. b v \ ss / — AL X l \ � COLN Av E / _ / , - SEE SHEET L3.02 —------------ ------ -_f on ff- ----- .. .--------------------------------------------------� \ \ — /4 SCALE: 1" = 50' 2' U 100 UNDERGROUND LOCATOR SERVICE C% L L BEFORE YOU DI C.1 8/7 1 I CONSTRUCTION RECORD DRAWINGS N0. REVISION M E M 2/ 1 3/24 T H H SURVEYED: SCALE: GLENN R SPRAGUE P. L. S. DESIGNED: SHAHLA HOWEV DRAWN: JACOB REEEF ONE INCH CHECKED:INOSE Y SOL ORIO IFAT FULL NOT ONEC L NCH BY DATE APPR APPROVED: SCALE ACCORDINGLY LINGSEY S. SOL 0R/0 P. L. A �rl��cT CIVIL ENGINEERING NNErrsoo 0, LANDSCAPE ARCHITECTURE PLANNING DESIGN SURVEYING D. 1� 12700 NE 195th St, Suite 300 Bothell, Washington 98077 425.885.7877 04� IR-417974 ��APEP� IN COMPLIANCE WITH CITY OF RENTON STANDARDS DATE: VERTICAL: NAVD 1988 • CANOPY HORIZONTAL: NAD 1983/1991 C T Y OF 2115124 4196 LINCOLNAVENE, RENTON, WA 98056 PI FIELDBOOK: RENTON PAGE: DATU M Namir /RR/GA T/ON COMPOSITE PLAN DRAWING NO: Planning/Building/Public Works Dept. L3,01 SHEET: OF: 86 107 CONSTRUCT/ON RECORD DRA WINGS N N 0 d) V 1 O Z Q N O N N N CONSTRUCT/ON RECORD DRA WINGS N N O O d) 07 1 O Z Q N O CN N O N N N 780 �78077 7�0 0 45 — 7 20 11/2 _ — - - ----- 160 v a \ a a Q ° v o 27.0 19 18.8 23 = 22 2 -- 11/n /10 ,° 19.6 21 \ 146— 10.. 10 I \ \ v a \ 27.9 24 I— 140 � 1 /2 ° '° TRACT (OPEN SPACE) 5 - — / 50 53 '; � i � a 12 v 27 30. 31.2 26 55 I/4" 33.3 25-° �%28 7.2\1/2" s 1 /211 ri 1�/z1� 1 SEE SHEET L3.02 UNDERGROUND LOCATOR SERVICE C% L L BEFORE YOU DIC.1 8/7 1 I CONSTRUCTION RECORD DRAWINGS NO. I REVISION M E M 2/ 1 3/24 THE 11 SURVEYED: SCALE: GLENN R SPRAGUE P.L. S. DESIGNED: SHAHLA HOWEV BY I DATE I APPR DRAWN: JACOB REEEE CHECKED: MOSEY SOL ORIO APPROVED: INDSEY 5 SOL ORIO P. L. ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY SHRUB SPRAY (TYP.) \--- BACK FLOW DEVICE 2 (TYP.) \— MAIN LINE (TYP.) \— TURF SPRAY (TYP.) -------------------- SCALE: 1" = 50' 0 25 50 100 CIVIL ENGINEERING LANDSCAPE ARCHITECTURE PLANNING SURVEYING Bothell, Washington 98077 425.885.7877 R-417976 IN COMPLIANCE WITH CITY OF RENTON STANDARDS DATE: VERTICAL: NAVD 1988 • CANOPY HORIZONTAL: NAD 1983/1991 C T Y OF 2115124 4196 LINCOLNAVENE, RENTON, WA 98056 PR FIELDBOOK: RENTON PAGE: DATU M Namir /RR/GA T/ON PLAN DRAWING NO: Planning/Building/Public Works Dept. L3.03 LOTS 41-55 & TRACTS F& B SHEET OF 88 107 CONSTRUCT/ON RECORD DRA WINGS N N O V 1 O Z Q 0 Z Q N O N N N 5 SCALE: 1 " = 20' 0 10 20 40 UNDERGROUND LOCATOR SERVICE C% L L BEFORE YOU DIC.I 8// 1" WATER METER 1 (TYP.) SHRUB SPRAY (TYP.) PIPE SLEEVE (TYP.) LATERAL LINE (TYP.) SEE SHEET HEREON CIVIL ENGINEERING LANDSCAPE ARCHITECTURE PLANNING SURVEYING Bothell, Washington 98077 425.885.7877 R-417977 IN COMPLIANCE WITH CITY OF RENTON STANDARDS 1 CONSTRUCTION RECORD DRAWINGS MEM 2/13/24 HHH SURVEYED: SCALE: DATE: GLENN R SPRAGUE P.L.S. VERTICAL: NAND 83/1 ' CANOPY �q z� q HORIZONTAL: NAD 1983/1991 D T Y OF L l✓ L `t DESIGNED: SHAHLA BOWFIN P RENTON � n I T O � I 4196 L/NCOLNAVENE, RENTON, WA 98056 FIELDBooK: DRAWN: � PAGE: ,1AC0,6 IQEEEE ONE INCH DATU M /RR/GA T/ON PLAN DRAWING NO: CHECKED: L/NOSEY SOLOR/0 IAT FULL NECNCH Planning/Building/Public Works Dept. �f L3,0 N 0 . REVISION BY DATE AP P R APPROVED: SCALE ACCORDINGLY L OTS l 7-40 SHEET: OF: LlIIIDSEY B. SOL ORlO P. L. A 89 107 CONSTRUCT/ON RECORD DRA WINGS O Q N O N N N CONSTRUCT/ON RECORD DRA WINGS O Z Q WATER METER 1: IRRIGATION SCHEDULE SYMBOL MANUFACTURER/MODEL/DESCRIPTION QTY J �4 Q Q HUNTER PROS-06-PRS40-CV SHORT RADIUS NOZZLES 4 2Q 2H 4Q 4H 6Q 6H TURF SPRAY, 40PSI REGULATED 6" POP-UP, DRAIN CHECK VALVE 0 HUNTER PROS-06-PRS40-CV 8' RADIUS 4 Q T H F TURF SPRAY, 40PSI REGULATED 6" POP-UP, DRAIN CHECK VALVE 0 0 0 10 HUNTER PROS-06-PRS40-CV 10- RADIUS 20 Q T H F TURF SPRAY, 40PSI REGULATED 6" POP-UP, DRAIN CHECK VALVE ® © ® .'16) '12L'15L'17', HUNTER PROS-06-PRS40-CV ADJUSTABLE ARC 15 TURF SPRAY, 40PSI REGULATED 6" POP-UP, DRAIN CHECK VALVE Q Q HUNTER PROS-00 SHORT RADIUS NOZZLES 25 2Q 2H 4Q 4H 6Q 6H 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 MATERIAL. O sQ Qs 0 HUNTER PROS-00 5' RADIUS Q H F SHRUB SPRAY, FIXED RISER. CO -MOLDED WIPER SEAL WITH UV RESISTANT 5 MATERIAL. Q Q 8 HUNTER PROS-00 8' RADIUS SHRUB SPRAY, FIXED RISER. CO WIPER SEAL WITH UV RESISTANT 32 Q T H F -MOLDED MATERIAL. 9 HUNTER PROS-00 9' SIDE STRIP SPRAY 217 SHRUB SPRAY, FIXED RISER. CO -MOLDED WIPER SEAL WITH UV RESISTANT SST MATERIAL. 10 10 10 HUNTER ODIUS 22 SHRUB SPRAY,FIXED RISER. CO -MOLDED WIPER SEAL WITH UV RESISTANT Q T H F Q MATERIAL. 2 2 2 2 2 2 HUNTER 22 SHRUB SPRAY,RADIUS ED RISER. CO -MOLDED WIPER SEAL WITH UV RESISTANT FIXED Q T H TT TQ F MATERIAL. q5k 7IIil, HUNTER PROS-00 15' RADIUS 8 5 15 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 MATERIAL. ® © ® 2 2 5 7 HUNTER ADJUSTABLE LCO-MOLDED 91 SHRUB SPRAY, FIXED RISER. WIPER SEAL WITH UV RESISTANT MATERIAL. HUNTER MP3000 PROS-04-PRS40-CV O TURF ROTATOR, 4" POP-UP WITH FACTORY INSTALLED CHECK VALVE, 6 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 A TURF ROTATOR, 4" POP-UP WITH FACTORY INSTALLED CHECK VALVE, 7 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. BF 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 # # • Valve Flow $I" Valve Size 0 0 0 M J O co J N O N N N WATER METER 2: IRRIGATION SCHEDULE PSI SYMBOL MANUFACTURER/MODEL/DESCRIPTION QTY 40 10 10 10 0 HUNTER PROS-06-PRS40-CV 10� RADIUS 10 Q T H F TURF SPRAY, 40PSI REGULATED 6" POP-UP, DRAIN CHECK VALVE 40 5 75� 0 15 5 0 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 40 7 7r HUNTER PROS-06-PRS40-CV 17' RADIUS 2 Q H TURF SPRAY, 40PSI REGULATED 6" POP-UP, DRAIN CHECK VALVE 40 40 (D. ® 10 1215 HUNTER PROS-06-PRS40-CV ADJUSTABLE ARC 17 TURF SPRAY, 40PSI REGULATED 6" POP-UP, DRAIN CHECK VALVE 40 HUNTER PROS-00 5- STRIP SPRAY 5 EST LCS RCS CST SST SHRUB SPRAY, FIXED RISER. CO -MOLDED WIPER SEAL WITH UV RESISTANT MATERIAL. 40 Q 0 HUNTER PROS-00 5' RADIUS 1 Q H F SHRUB SPRAY, FIXED RISER. CO -MOLDED WIPER SEAL WITH UV RESISTANT MATERIAL. 40 Q O HUNTER PROS-00 8' RADIUS 24 SHRUB SPRAY, FIXED RISER. CO -MOLDED WIPER SEAL WITH UV RESISTANT Q T H F MATERIAL. 40 HUNTER PROS-00 9' SIDE STRIP SPRAY 179 SHRUB SPRAY, FIXED RISER. CO -MOLDED WIPER SEAL WITH UV RESISTANT SST MATERIAL. 40 0 010,0 HUNTER ORADIUS 13 SHRUB SPRAY, FIXED RISER. CO -MOLDED WIPER SEAL WITH UV RESISTANT Q T H F MATERIAL. 40 2 2 12 12 12 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. 0040���� �� �� HUNTER PROS-0015' RADIUS 7 SHRUB SPRAY, FIXED RISER. CO -MOLDED WIPER SEAL WITH UV RESISTANT Q T H TT TQ F MATERIAL. 40 1/ 4 HUNTER PROS-0017' RADIUS 12 Q H SHRUB SPRAY, FIXED RISER. CO -MOLDED WIPER SEAL WITH UV RESISTANT MATERIAL. 40 0 15 / HUNTER OADJUSTABLE 64 SHRUB SPRAY, FIXED RISER. CO -MOLDED WIPER SEAL WITH UV RESISTANT MATERIAL. 40 HUNTER MP2000 PROS-04-PRS40-CV O 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. 40 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. 40 HUNTER MP3500 PROS-04-PRS40-CV O 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 4 WATER METER 1" 1 '- CITY OF RENTON CC 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. UNDERGROUND LOCATOR SERVICE CALL BEFORE YOU Dl C! 311 IRRIGATION MAINLINE: DUCTILE IRON PIPE- CLASS 350 Valve Callout Valve Number # # e Valve Flow $I" Valve Size N0. CONSTRUCTION RECORD DRAWINGS 1,652 L.F. WATER METER 1: VALVE SCHEDULE PSI DETAIL NUMBER MODEL SIZE TYPE GPM WIRE PSI PRECIP 1 HUNTER PGV-151 GLOBE 1-1/2" SHRUB SPRAY 31.33 47.25 2.15 in/h 40 2 HUNTER PGV-151 GLOBE 1-1/2" SHRUB SPRAY 31.66 52.43 1.36 in/h 3 HUNTER PGV-151 GLOBE 1-1/2" SHRUB SPRAY 23.42 50.72 1.67 in/h 4 HUNTER PGV-151 GLOBE 1-1/2" SHRUB SPRAY 31.63 48.52 2.04 in/h 40 5 HUNTER PGV-151 GLOBE 1-1/2" SHRUB SPRAY 31.20 45.96 2.28 in/h 6 HUNTER PGV-151 GLOBE 1-1/2" SHRUB SPRAY 26.52 44.7 2.47 in/h 40 7 HUNTER PGV-151 GLOBE 1-1/2" SHRUB SPRAY 30.25 46.14 2.17 in/h 8 HUNTER PGV-151 GLOBE 1-1/2" SHRUB SPRAY 28.38 46.75 1.14 in/h 9 HUNTER PGV-151 GLOBE 1-1/2" SHRUB SPRAY 19.57 49.5 1.04 in/h 40 10 HUNTER PGV-151 GLOBE 1-1/2" SHRUB SPRAY 25.42 45.78 2.32 in/h 11 HUNTER PGV-151 GLOBE 1-1/2" SHRUB SPRAY 31.20 46.83 2.27 in/h 12 HUNTER PGV-151 GLOBE 1-1/2" SHRUB SPRAY 26.52 45.62 2.42 in/h 40 13 HUNTER PGV-151 GLOBE 1-1/2" TURF SPRAY 12.91 41.79 1.23 in/h 14 HUNTER PGV-151 GLOBE 1-1/2" SHRUB SPRAY 14.81 45.12 1.15 in/h 15 HUNTER PGV-151 GLOBE 1-1/2" SHRUB SPRAY 26.10 45.77 0.94 in/h 16 HUNTER PGV-151 GLOBE 1-1/2" SHRUB SPRAY 16.06 45.12 2.0 in/h 40 17 HUNTER PGV-151 GLOBE 1-1/2" SHRUB SPRAY 32.74 58.63 0.92 in/h 18 HUNTER PGV-201 GLOBE 2" SHRUB SPRAY 34.03 62.69 0.92 in/h 19 HUNTER PGV-151 GLOBE 1-1/2" TURF SPRAY 26.96 49.96 0.92 in/h 40 20 HUNTER PGV-151 GLOBE 1-1/2" SHRUB SPRAY 6.87 44.76 1.52 in/h 21 HUNTER PGV-151 GLOBE 1-1/2" SHRUB SPRAY 19.63 47.19 1.22 in/h 22 HUNTER PGV-151 GLOBE 1-1/2" SHRUB ROTARY 10.51 54.94 0.23 in/h 23 HUNTER PGV-151 GLOBE 1-1/2" SHRUB SPRAY 18.75 46.78 1.94 in/h 40 24 HUNTER PGV-151 GLOBE 1-1/2" SHRUB SPRAY 27.89 45.29 2.14 in/h 25 HUNTER PGV-151 GLOBE 1-1/2" SHRUB SPRAY 33.28 45.72 2.71 in/h 26 HUNTER PGV-151 GLOBE 1-1/2" SHRUB SPRAY 31.20 51.31 2.26 in/h 40 27 HUNTER PGV-151 GLOBE 1-1/2" SHRUB SPRAY 30.62 52.44 2.61 in/h 28 HUNTER PGV-151 GLOBE 1-1/2" SHRUB SPRAY 27.17 48.1 1.31 in/h 29 HUNTER PGV-151 GLOBE 1-1/2" SHRUB ROTARY 16.65 56.79 0.34 in/h 30 HUNTER PGV-151 GLOBE 1-1/2" SHRUB SPRAY 22.01 45.16 1.83 in/h 40 31 HUNTER PGV-151 GLOBE 1-1/2" SHRUB SPRAY 21.70 48.53 1.05 in/h 32 HUNTER PGV-151 GLOBE 1-1/2" SHRUB SPRAY 28.99 43.79 1.01 in/h 33 HUNTER PGV-151 GLOBE 1-1/2" SHRUB SPRAY 24.00 49.58 1.86 in/h 34 HUNTER PGV-201 GLOBE 2" SHRUB SPRAY 22.87 45.62 1.14 in/h 40 35 HUNTER PGV-201 GLOBE 2" SHRUB SPRAY 29.99 49.45 0.81 in/h 40 40 40 40 40 DETAIL WATER METER 2: VALVE SCHEDULE NUMBER MODEL SIZE TYPE GPM WIRE PSI PRECIP 51 HUNTER PGV-151 GLOBE 1-1/2" SHRUB SPRAY 13.12 48.03 1.3 in/h 52 HUNTER PGV-151 GLOBE 1-1/2" SHRUB SPRAY 33.28 47.13 2.29 in/h 53 HUNTER PGV-151 GLOBE 1-1/2" SHRUB SPRAY 24.96 45.73 2.46 in/h 54 HUNTER PGV-151 GLOBE 1-1/2" SHRUB SPRAY 32.18 46.36 2.69 in/h 55 HUNTER PGV-151 GLOBE 1-1/2" SHRUB SPRAY 31.20 46.28 2.26 in/h 56 HUNTER PGV-151 GLOBE 1-1/2" SHRUB ROTARY 14.87 51.35 0.3 in/h 57 HUNTER PGV-151 GLOBE 1-1/2" TURF SPRAY 19.31 45.02 1.11 in/h 58 HUNTER PGV-151 GLOBE 1-1/2" SHRUB SPRAY 28.61 49.31 1.84 in/h 59 HUNTER PGV-151 GLOBE 1-1/2" SHRUB SPRAY 18.27 45.87 1.53 in/h 60 HUNTER PGV-151 GLOBE 1-1/2" SHRUB SPRAY 30.28 47.17 2.29 in/h 61 HUNTER PGV-201 GLOBE 2" SHRUB ROTARY 20.36 44.3 0.27 in/h 62 HUNTER PGV-151 GLOBE 1-1/2" TURF SPRAY 22.11 45.92 1.02 in/h 63 HUNTER PGV-151 GLOBE 1-1/2" SHRUB SPRAY 23.92 46.44 1.54 in/h 64 HUNTER PGV-151 GLOBE 1-1/2" SHRUB SPRAY 16.64 44.63 2.14 in/h 65 HUNTER PGV-201 GLOBE 2" TURF ROTARY 20.75 46.28 0.34 in/h 66 HUNTER PGV-151 GLOBE 1-1/2" SHRUB SPRAY 30.84 46.61 1.64 in/h 67 HUNTER PGV-151 GLOBE 1-1/2" SHRUB SPRAY 13.91 44.81 1.25 in/h 68 HUNTER PGV-151 GLOBE 1-1/2" SHRUB SPRAY 27.41 45.83 1.38 in/h 69 HUNTER PGV-151 GLOBE 1-1/2" SHRUB SPRAY 21.78 45.1 2.39 in/h 70 HUNTER PGV-201 GLOBE 2" TURF ROTARY 27.00 44.24 0.42 in/h 71 HUNTER PGV-151 GLOBE 1-1/2" SHRUB SPRAY 22.86 44.73 2.24 in/h 72 HUNTER PGV-151 GLOBE 1-1/2" SHRUB SPRAY 28.50 44.76 1.23 in/h 73 HUNTER PGV-151 GLOBE 1-1/2" SHRUB SPRAY 21.65 48.19 0.84 in/h 74 HUNTER PGV-151 GLOBE 1-1/2" SHRUB SPRAY 22.88 46.1 2.26 in/h 75 HUNTER PGV-151 GLOBE 1-1/2" SHRUB SPRAY 27.04 45.57 2.25 in/h 76 HUNTER PGV-151 GLOBE 1-1/2" SHRUB SPRAY 29.78 48.03 1.05 in/h 77 HUNTER PGV-151 GLOBE 1-1/2" SHRUB SPRAY 30.51 47.01 2.23 in/h 78 HUNTER PGV-151 GLOBE 1-1/2" SHRUB SPRAY 29.70 46.47 0.84 in/h M E M 2/ 1 3/24 -H- ISURVEYED, SCALE: GLESV R. SPRACCE P. L S DESIGNED, SHAHLA 90K_A, DRAWN: JIACOS REE FF CHECKED. L/VDJEY SOLORt0 REVISION BY DATE APPR APPROVED: LINDSEY B. SOLORIO P.L. ,1� wAs� CIVIL ENGINEERING �P ygENNETTso O cnRE P.04�1'I � G SC IN COMPLIANCE WITH CITY OF RENTON STANDARDS LANDSCAPE ARCHITECTURE PLANNING DESIGN SURVEYING 12100 NE 195th St, Suite 300 Bothell, Washington 98011 425.885.7877 R-417979 VERTICAL: NAVE ' 9E8211 • CANOPY DATE: GwEGNTAL: HAD sub AU (� T �'I F 4196 L/NCOLNAVENE, RENTON, WA 98056 FIELDe OK ,3/, 24 -N /RR/GA T/ON SCHEDULES PAGE: ONE INCH DATUM DRAWING TO. AT FULL SCALE PIC i-iirig//BL,i cl ig//Pub is VVo-ks 7ept. L���V IF NOT ONE INCH SCALE ACCORDINGLY SHEET: C 9 � 107 CONSTRUCT/ON RECORD DRA WINGS O N v O Z Q IRRIGATION SPECIFICATIONS 0 0 N 0 cri J .-I 0 co J N O N N N PART 1. GENERAL 1.1 SCOPE OF WORK A. FURNISH AND INSTALL A 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 DIAMETER 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 O 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; V 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 PIPE SLEEVES A. PROVIDED AND INSTALLED BY THE GENERAL CONTRACTOR WHERE IRRIGATION LINES CROSS WALKS, 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. PRODUCT DATA: 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 40 PVC AND CLASS 200 PVC., MINIMUM PIPE SIZE TO BE 4". 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 MAY BE 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 DRIPLINE SYSTEM 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. SOIL STAPLES: 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 UL 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 APPROVAL TO 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 RIO! 311 N0. 3.3 PREPARATION A. LAY OUT 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 MAY BE 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 A BED 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 UNDER COVER. 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 A 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 BE TAKEN 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. PIPE SLEEVES: 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. END OF SECTION CONSTRUCTION RECORD DRAWINGS REVISION T�F WASy�Nc �P ygENNETTs �O 1_� CORE DESIGN CIVIL ENGINEERING LANDSCAPE ARCHITECTURE PLANNING SURVEYING J�s'exP o / hG 12100 NE 195th St, Suite 300 Bothell, Washington 98011 425.885.7877 <T CCA � R-417980 IN COMPLIANCE WITH CITY OF RENTON STANDARDS M E M 2/ 1 3/24 - B - SURVEYED: (LENN R. SPRACCE P. L S SCALE: �VERTICAL. NAAV� �.ug a 991 DATUM Q ���' T ��/� T R_ T _ T F) T Ra i-iinr TB2 :;I i /PUE IC VVo-ks Te pC �� �� CANOPY 4196 L/NCOLNA VE NE, RENTON, WA 98056 /RR/GA T/ON NOTES DATE: 211 3���4 DESIGNED: SHAHLA BOWEV FIELDBOOK PAGE: DRAWN: TACOS REEEE i ONE INCH � DRAWING TO: L3.07 CHECKED. q� 2/NOSEY SOL ORIO AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY BY DATE APPR APPROVED: L INDSEY B. SOL ORIO P. L A SHEET: C=: 92 107 CONSTRUCT/ON RECORD DRA WINGS O N v oil A O Q O Q 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 LINTER MODEL ACC-4800-PED 14" POWER CONDUIT: SIZE, YPE, DEPTH PER LOCAL CODE ROUND WIRE CONDUIT, N. 1 1/2". GROUND PER 31C GUIDELINES DESTAL BASE: CONCRETE PREFABRICATED FINISH GRADE DETAIL -CONTROLLER WITH PEDESTAL NOT TO SCALE ,TIC CONTROL VALVE 'LASTIC ISOLATION BALL VALVE SAME SIZE AS CONTROL VALVE /-VAULT FLUSH W/ FINISH GRADE 4" CLEAR ZT ii i� `% USE CARSON STANDARD VALVE BOX FOR 1" N ������ VALVES,CARSON JUMBO VALVE BOX FOR 1-1/2" z�,\ ` VALVES,ANDSUPER-JUMBO VALVE BOX FOR 2" 00 VALVES. VAULT TO EXTEND MIN. 6" BELOW VALVE. USE EXTENSIONS AS NECESSARY. N 3" MIN. SCHEDULE 40 PVC NIPPLE, TYP. CLEAR 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 NT 24" DEPTH AND 12" IN FROM SIDEWALK. 2. IN SIDEWALK PLANTING STRIPS PLACE _ATERALS AT 12" DEPTH AND 18" IN FROM 31DEWALK. BARE COPPER TRACE WIRE 12" GAUGE TAPED ON MAINLINE 15" O.C. MAINLINE AND LATERAL TRENCHING UNDERGROUND LOCATOR SERVICE C% L L BEFORE YOU DI C.1 ASPHALT, CONCRETE OR MASONRY PAVED SURFACE BY OTHERS COMPACTED BACKFILL FROM NATIVE SOIL 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 PLAN VIEW b BALL VALVE MAIN SHUT OFF NOTES: 1. DO NOT ALLOW VAULT TO REST ON PIPE. 2. ALL PIPE AND FITTINGS TO BE 1 SIZE LARGER THAN COMPONENTS. USE REDUCING BUSHINGS. 3. ALL SCHEDULE 40 PVC PIPE AND FITTINGS FROM METER ASSEMBLY TO DOWN STREAM OF SECOND VAULT. NO FEMALE ADAPTERS OR CLOSE NIPPLES. 4. INSTALLATION SHALL CONFORM WITH CITY OF ISSAQUAH STANDARD DETAIL NO. W-20. REVIEW CURRENT CITY STANDARDS FOR REVISIONS. 5. TEST COCKS MUST HAVE 12" CLEARANCE. 1 6. FOR 3/4" & 1" DEVICES, USE TWO 'CARSON JUMBO' MODEL BOXES WITH THE BOTTOM BOX INVERTED. FOR 11/2" AND 2" DEVICES, 6'MINIMUM INSTALL TWO 'FOG TITE #2' REINFORCED CONCRETE BOXES OF THE SAME SIZE OR LARGER BOTH SIDES 7. TEFLON TAPE ONLY. USE NO PIPE DOPE. PRESSURE REDUCING VALVE INSTALL SIDEWAYS FLUSH WITH FINISH GRADE DOUBLE CHECK VALVE SCH. 80 PVC UNION, TYP. P TQ oo Ir rwr �ro�� ......,.,.,,. ,.00K, 12" DEPTH THROUGHOUT DOUBLE CHECK ASSEMBLY WITH PRV AND MASTER VALVE 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. isr H z� 50 %> 0 — ST HEAD TO HEAD LAYOUT NOTE: PLAN VIEW 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. DETAIL - HEAD LAYOUT NOT TO SCALE 1 CONSTRUCTION RECORD DRAWINGS MEM 2/13/241 HHH SURVEYED: SCALE: GLENN R. SPRAGUEA P. L. S. DESIGNED: SHAHLA SOVVEV DRAWN: ✓ACOB REEFF ONE INCH CHECKED:L AT L ALE NOSEY SOL ORIO IF NOT ONEINCH N 0. REVISION BY DATE AP P R APPROVED: SCALE ACCORDINGLY UNDSFY S. SOL ORLO P. L. A VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/1991 DATU M NOT TO SCALE t.R C TY OF RENTON Namir Planning/Building/Public Works Dept. QUICK COUPLER VALVE 4" MASTER VALVE VAULT PER SPECS UNION, TYP. CHANGE FROM SCH. 80 TO SCH. 40 -2" MAIN LINE WYE STRAINER WITH BLOWOFF INSTALLED FLOW TO FLOW SENSOR CIVIL ENGINEERING LANDSCAPE ARCHITECTURE PLANNING SURVEYING Bothell, Washington 98011 425.885.7877 R-417981 IN COMPLIANCE WITH CITY OF RENTON STANDARDS CANOPY DATE: 2/13/24 4196L/NCOLNAVENE, RENTON, WA 98056 EIELDBOOK: PAGE: IRRIGATION DETAILS DRAWING NO L3.31 SHEET: OF: 9.3 107 O O Z Q CONSTRUCT/ON RECORD DRA WINGS O Q cs 0 w Q a z w a 0 0 J 0 a J N O N N N PASSIVE TRAIL TO CONNECT TO THE CITY OF i- NEWCASTLE'S PEDESTRIAN TRAIL ALONG THE NE 43RD ST R.O.W. LLi Z ,1 0 0 �u UNEXCAVATED WOOD CHIP TRAIL TO EXTEND TO NE 43RD ST. o TRAIL SHALL BE FIELD FIT, AVOIDING TREES, SENSITIVE AREAS, AND OTHER OBSTRUCTIONS. MITIGATION SHALL BE PROVIDED WHERE NECESSARY FOR UNAVOIDABLE IMPACTS. _ \ \ SEE SHEET L2.33 Nx 77 y S E E SH E ET L4.03 \ -- EX BLOC J (APPROX L00A710NJ ■ EX SHED EX ( ■ OO (APPROX OX LOCA CAAONJ OCAT/ONJ COCA _-■- ■ 76't ■ EX GARAGE (APPROX I00A7LON) ■ --------- ■ LINCOL.N AVE NE M ---------------------------- ......�...........`...... o OPEN SPACE LEGEND _ SS SS A \v \_ \ NI I \ ---`-- — --- \— \ — \o\C \\ -SEE SHEET L4.04 \. - A wee. �_ � _ — _ — -- ' � �--- i ��� �— - — _� � ...,V �� ■ \\ \\?+ s `` �- S 3,010 50_ -32 \ \ rc S CE ■ ,2o2�3F ■ �—\ . AAEY,2- _ -- � 50 511 32? 53 - 54 _ y 9- IN vv vv y a � �� ■ � 6+ ... ........-. ..-.NmiM �i.....'ii.�saai i �.7.-.. .� .....�.�rrri....�f•. / a• \ ti • • -- _ \ V) :a \\■ �00— \ \ \ \ \ \ - \ v a . �\v \ EY1 \ —v` v�ves� `�` y ■ A \ \ \ \ \ \ \\ VA \ CONCRETE PASSIVE TRAIL \203 - A \\ \ 29+ ACT G \ \ \ \ \ \ \ \ \ (NGPA) VIEW STATION OF CRITICAL AREA \ \ \ \ \\ \\ \ \ vv ADJOINED TO TRAIL, FIELD FITV vw��wv`�Vv�av \ • \� yvmow v�v�V vy �. v v`` vv vvv yyv �� vvv �� \ \� v\� v � yv i v \\\�X��\y� y�A�yA\�y\�A�Ax\�yyy�\ x�yy`�y y - — — ■� A A \ \ V A A \ - A CIVIL ENGINEERING LANDSCAPE ARCHITECTURE PLANNING SURVEYING \,\ \ \ �w``\ \ \ \\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 L4.02-L4.04 FOR INDIVIDUAL SQUARE FOOTAGE NUMBERS AND SPECIFIC PRIVATE OPEN SPACE CATEGORIES \\ -I-- ss \ \ � vvv y �-: • � \ o � —ss \ \ \ \ V A y — v`y. ■ s —Rp ■ \ \ \ o� e v v® t CD • SEE SHEET L4.02 PUBLIC: OPEN SPACE CALCULATIONS OPEN SPACE MUST EQUAL AT 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 CONSTRUCTION RECORD DRAWINGS MEM 2/13/24 HHH SURVEYED: SCALE: GLENN R. SPRAGUE P.L.S. DESIGNED: SHAHLA HOWEV DRAWN: p L I JA 1. /� 0U �7 EEFF ONE INCH CHECKED:AT FULL SCALE L INOSE Y SOL ORIO IF NOT ONE INCH N 0. REVISION BY DATE FA7PPRAPPROVED: SCALE ACCORDINGLY UNDSEY S. SO/ OR/0 P.1. A VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/1991 DATU M SCALE: 1" = 20' 1n 20 40 PRC TY OF RENTON Planning/Building/Public Works Dept. Bothell, Washington 98077 425.885.7877 R-417982 IN COMPLIANCE WITH CITY OF RENTON STANDARDS CANOPY DATE 2\13\4 4196 L/IVCOLNAVENE,, RENTON, WA 98056 FIELDBOOK: OPEN SPACE PLAN PAGE DRAWING N0: L4.01 SHEET: OF: 94 10/ 1 O Q CONSTRUCT/ON RECORD DRA WINGS 0 0 LU O n z w IL O 0 0 J a ° �//-130�CN a / ° ° ° O' 11" 5, - - - - ° - M 31' 9" 6' 1 6'_6" 11 N 1 ° 2 2 - - - 1ic� 25' A' 25'-4" N - 13' - —110_ N 10, - — // 14' 7„ i+�. = 8,.. 9' 5'-6" 91 4° -8, 9' I - --- - _ - - - 8' O 16-- My5' ° , 5 -4 I _ - CO N / c-I 1J 4-9a8+ SF 2686± SF 3,604± SF ` F I - I 2,561± SF , 2,555± - — i9 --- SV \ 5'-1& 5' / 8 - ° ° 10 _ 3'_9" 10" 3'-9" 5' � ° 10" o � � ° 5' iD On 5 1% - 5a/1° _ - a — — — — ° o ° 5' 1°0 ° 5 5' a ° r' o /10" N //� - -- _ - 6' 6 - � `_~ \ / �29+ SF a , 1 �� 6 _ 70 5,_8„ 10„ 7 al 23' 2" i ALL \ \ \ \\ , -- 3 1 � I� 2`D i' /� 1 2 68iF70 4 �' 5 /� I `o / V A 5 o 2275± SF V — -- - , V A - 3,203± ° 63 V A\ \V \ 2,716± F \ / //' o —\\�\\\ \\V A\\\\\\\ 1A / �o - - 16' 3 429±V TRACT G J \\\\X 23'-11" \ \ 9'-4 \. , VA\\AV �.1ti23'-11 9' 5' - 22'-7" 2' 11" a 22 11 �13 2 `LO „yam / / 80 72 / \\\ \\\\ \\ \ \ ti. yy yy yy v yy y ° y yyyyyyvy\ vyyyyyy�\\ yyyy`i\y yy yvyyyyyyyyyy\yy yy�yy y y 1 — — yvyv� yvy v vvv \ v \ �l \ \\71 \\ -CY) W \108� SS yyvyy yy�yv—yyyyy �y(� Vss y �\yyyyyyy�yyv\ yyvyyAyyyyyy �yy �vyvy\vyy y y\� _ — / ° a o _ ss— \V A \\ A\V A� \\\\. \\V AV A\�� �. \. SS \ y y y vy y \ v \ v \ — y yy v,yy\y yy y y�y��y—� �— yyvy yy vyyvy v\ vy vyy vyy vy �y� vy \Ay � � y\\y\yyyA�vyyyyyyy yyyyy � � � 26�f yyy—vyyyvyyyyy y y yy yyy y\y\yvyv\ a°V 1 \ V yy\\ yv\y�yy�yvvyvy — , ° � / \\\\\ SS/ \\ \ p 1, N AV LI N 71 PRIVATE OPEN SPACE SQUARE FOOTAGE LOTS 1-16 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 1 553 65 618 2 602 65 667 3 593 65 658 4 512 65 577 5 512 65 577 6 772 65 837 7 842 57 54 43 996 8 1 959 175 1 59 49 1242 9 971 57 54 46 1128 10 990 57 54 43 1144 11 774 175 59 49 1057 12 1 765 175 1 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 BACK YARDS NOTE: TO BE PROVIDED PRIOR TO OCCUPANCY PORCHES, PATIOS, DECKS 1 I CONSTRUCTION RECORD DRAWINGS N0. REVISION M EM 2/13/241 H H H SURVEYED: SCALE: GLENN R. SPRAGUE R. L. S, DESIGNED: SHAHLA BOWEN DRAWN: ✓ACOB /QFFFF ONE INCH CHECKED: p� AT FULL SCALE TII DSE/v SOL OR/0 IF NOT ONE INCH BY DATE AP P R APPROVED: SCALE ACCORDINGLY LINDSEY S. SOL ORIO P.L. A VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/1991 DATUM SCALE: 1" = 20' 0 10 20 40 % C TY OF 110 RENTON Planning/Building/Public Works Dept. PRIVATE OPEN SPACE AREA (TYP.) SEE TABLE HEREON FOR TABULATED TOTAL AREA PER LOT. CIVIL ENGINEERING NNETT14, LANDSCAPE ARCHITECTURE PLANNING DESIGN SURVEYING D 04/ 12100 NE 195th St, Suite 300 Bothell, Washington 98071 425.885.7877 'SCAP�P R-417983 IN COMPLIANCE WITH CITY OF RENTON STANDARDS M 0 0 DATE: CANOPY 211JI24 V 4196L/NCOLNAVENE, RENTON, WA 98056 FIELDBOOK: PAGE: PR/VA TE OPEN SPACE DRAWING NO: ENLARGEMENT.- L OTS 116 L4.02 SHEET: OF: 95 107 CONSTRUCT/ON RECORD DRA WINGS 0 w Q a z w a 0 0 J 0 a J N O N N N �01 00 190 \ A V PROPERTY BOUNDARY (TYP.) / \ '9 \ _ _ \ \ \ � � oo ap -- - _ I— \ V - C1 = 180 - — 1 I, , - 3, T-1 J-1-1 I ilT-,017 — I \ I 40' 4 \ --- - 4546 r40+sF I 4F -43-- \� \ 67--U \ I 2,284± SF \� ---------- --- - 2,467± SF \ / LID 7' LO as \�\ TRACT \/ (OPEN SPACE) 25ez� �I - �- - T'_ �� \1� 3 - - 6. 8" 150 - in \ o - - _ \ � q \ LID\ \ i _ g _4 9'-4" - - - 109'11" 6' 7" 6' 6" 2' I 140 \ I \ 51 52 50 254 \ ,499± SF 2,324± SF 53 4952± SF \ 2,231± s� 279 3,1a�± SF 2,556± SF\\, ---I -- 8'-211 — �LO - \ 7'-3" -811, N - M 00 130 in 3 �. - - 20'-5" — - - - - 2U-6 - _ 20L5" - 2014 /V " CV20 20'-5„ _5 + a ° v ° — i'S140 v - v $°14 ° V -o 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 59 854 44 445 39 141 125 59 809 45 459 39 137 138 52 825 46 474 39 141 125 59 838 47 1 471 39 135 125 1 59 829 48 860 42 902 49 467 45 512 50 572 42 614 51 465 45 510 52 437 45 482 53 616 42 34 692 54 563 42 34 639 55 532 42 34 608 SEE SHEET L4.02 PRIVATE OPEN SPACE CATAGORIES STREETSCAPE LANDSCAPING \— PRIVATE OPEN SPACE AREA (TYP.) SEE TABLE HEREON FOR TABULATED AREA PER LOT FRONT AND BACK YARDS NOTE: TO BE PROVIDED PRIOR TO OCCUPANCY PORCHES, PATIOS, DECKS Env 1 o V 1 1 CIVIL ENGINEERING LANDSCAPE ARCHITECTURE PLANNING SURVEYING 12700 NE 195th St, Suite 300 Bothell, Washington 98077 425.885.7877 R-417984 IN COMPLIANCE WITH CITY OF RENTON STANDARDS SCALE: 1" = 20' 0 10 20 40 1 CONSTRUCTION RECORD DRAWINGS MEM 2/13/24 HHH SURVEYED: SCALE: DATE: GLENN R SPRAGUE P.L.S. IZONT L: NAND 83/1 ' CANOPY �q z� q HORIZONTAL: NAD 1983/1991 D T Y OF L l✓ L `t DESIGNED: SHAHLA BOWFIN � RENTON � n I T O � I 4196 L/NCOLNAVENE, RENTON, WA 98056 EIELDBooK: PAGE DRAWN: ,1AC06 REEEE ONE INCH DATU M PRI VA TE OPEN SPA CE DRAWING NO: CHECKED: L/NOSEY SOLOR/0 IF NOT SCALE Planning/Building/Public Works Dept. GG L .03 N 0. REVISION BY DATE AP P R APPROVED: SCALE ACCORDINGLY ENLARGEMENT.- L OTS 41-5 SHEET: OF: LINOSEY B. S0L ORIO P. L. A 96 107 CONSTRUCT/ON RECORD DRA WINGS N N 0 1\ QO `') 0 0 d) V4 c� 0 w Q a z w a 0 0 J rl 0 J /go - - --- --- _ I - - - - -Z - I - _-- - - - I _ ,232 SF � �;45o�F � —38 _ 37� 36 / / 2,450 �0t SF -�4 — — 33 2,450f SF =0- `�' — -- b _ v 2_\f S 2,450t S� � 2,45o S �,450� SF I 4,1 — 5' --c--— �— � N --- i n --- — — ----- p ` `�. --_ N N N F �..... . p O/ — ."� cN N on — -�—N...._N N o. ° .—I — / — v ° o — o 8 a ° 6' S—°� 52 3�6" —i —° — — N w _ _ v' ° 0-2°___.- v - . .v - - ° - i_L" c-L� °-'-i2"- ° ,T. °�- - ci--a- pL y N -2" ° ° p ° 8' 2a p 2 6 6" ° _% �'� 6"—— Mf ° - a p 8 8'-2° ° v vV. n a_8-2 aj Q o. / \ -- -- 6 6n a ,�c,� a ° ° a p v LID v p v IV - - � � - � - 20'-5o 20-6 p ° 0 21 2" O o co co " 1 - 5" 20'-6" � _ T_ ° - 8,16'-8" 4" N = 7 7 5 1 T-11" N 91 i V C14Lu 2,175f SF� 2,1�+- S 2 i %�± SF �5± SF 23, p' _ — — zr�5�+SF 2,1± SF 2,17sF 26 27 _ I / v 2,175± S\ 2,�a± S 2,175+ 28 2 2,175± SF 3, 205 ° x t ° -- — _ -_ -I _ — - - - 6 615 6'-7" 6'- t 6' 5" _ ° ---- — — — — — _ �a ------ _ _ _ 6'7"' 6 _ �LY �3--------- - --'a \ 5" 6 7 6 5. 6'5"1 � I — 120 — C ° ° A 8,A------- f----------------�-- 6-7 6' 5 6_7 6'_ PRIVATE OPEN SPACE SQUARE FOOTAGE LOTS 17-40 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 1 44 46 710 20 625 44 46 1 715 21 1 625 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 1 46 977 27 633 50 120 49 852 28 631 50 120 49 850 29 825 50 120 49 1044 30 454 39 63 141 1 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 39 141 125 59 750 39 1 386 1 39 1 1 135 125 59 1 744 40 1 1133 1 39 1 1 137 138 52 1 1499 STREETSCAPE LANDSCAPING FRONT AND BACKYARDS NOTE: TO BE PROVIDED PRIOR TO OCCUPANCY PORCHES, PATIOS, DECKS UNDERGROUND LOCATOR SERVICE CALL BEFORE YOU DI C.1 811 N0. CONSTRUCTION RECORD DRAWINGS REVISION PHIVAI L UPLN bPAUL AHF-A (I YN.) SEE TABLE HEREON FOR TABULATED AREA PER LOT. M E M 2/ 1 3/24 T H EI SURVEYED:SCALE: GLEl111 R SPRAGUE P. Z. S. DESIGNED: SHAHLA SOWEN BY I DATE I APPR DRAWN: JAC06 REEEE CHECKED: MOSEY SOL ORIO APPROVED: INDSF-Y 8.. SOL OR/0 P. L. ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY PROPERTY BOUNDARY (TYP.) VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/1991 DATU M ------------ SCALE: 1" = 20' 0 10 20 40 PRC TY OF RENTON Nkw Planning/Building/Public Works Dept. CIVIL ENGINEERING LANDSCAPE ARCHITECTURE PLANNING SURVEYING Bothell, Washington 98077 425.885.7877 R-417985 IN COMPLIANCE WITH CITY OF RENTON STANDARDS CANOPY DATE \/3\4 4196 LINCOLNAVENE, RENTON, WA 98056 FIELDBOOK: PAGE: PR/VA TE OPEN SPACE DRAWING NO: L4, 04 ENLARGEMENT.- L OTS 17-40 SHEET: DF: 97 107 CONSTRUCT/ON RECORD DRA WINGS 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