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HomeMy WebLinkAboutzR-3741 Setw z z U w K a 0 n N 1 N P Q 1/4 SECTION NW 32 TOWNSHIP 23 RANGE 05 VANTAGE POINT APARTMENTS SE 176TH STREET v T�Op N M W o xF o � O PROJECT LOCATION SE 182ND STREET 17901 105TH PLACE SE RENTON, WASHINGTON EXISTING FEATURES LEGEND _. ._ J T H 9ASII'I r T P , c ,JMH STLP%l DPAIrl .. N-11-_E (T',P -'.. �J S�Lii IT PT R LI.HHOLE SLOPE ARROW r PPE H,, A[[l WP -2 ,Era w�.TER M+T R .. „, S,ATEP i,,! : DSP :VP TER �UJbi .- JD C E TRI AL JEl Ilf i ROY - GA I I I1 '.I _E TP P NET NEW IMPERVIOUS AREA = 101,408 SF 6F1 Erie ,T -:JDA L (E -PING ,�Tj EX /EXIST EXISTING FD FOUNDATION DRAIN sL TRHT LPHT C< L= T F. T.,, ;ICYIAL SO>: - - Tr Fl� POLE HMA TR T LE- I'01.- CT. POI INVERT ELEVATION LF 0 ASPHALT PAVEMENT HORIZONTAL MAX MAXIMUM P,, E, ALP ,, LLI MIN =PT MW JTP V FUT, PJLE IL 'Y IEEE TPI'JI ( SII- POLE FFI LIGHT PROPOSED LEGEND - - - - RIGHT OF WAY LINE - - - - PROPERTY LINE VICINITY MAP �� PROPOSED NEW LOT LINE - 390 - CONTOUR 1° = 400'f SLOPE ARROW 3 ELECTRICAL &COMMUNICATION DUCT BANK WP -2 SPOT ELEVATION R LIMIT OF FILL IMPERVIOUS SAWCUT LINE DSP SANITARY SEWER w WATER LINE - - -SP_4 -- - - - - -- THESE PLANS ARE REVIEWED AND APPROVED BY SODS i :REEK WATER & SEWER DISTRICT. GAS LINE UTILITY /STORM DRAIN CAP t 417' WEST OF THE INTERSECTION OF SE 180TH ST AND 108TH AVE SE BILL MALKER, 0: (253) 288 -7538; C: (206) 255 -6975 AND t 12' WEST OF CENTERLINE CROSSWALK TO FRED MEYER SHOPPING u a GUARD RAIL CENTER. PUGET SOUND ENERGY (PSE - GAS) ELEVATION = 384.73 ROBERT TAYLOR, 0: (206) 595 -4967 RAMP DOWN TBM °B° TOP OF RAIL ROAD SPIKE SET IN WEST FACE POWER POLE 1.2' ABOVE PUGET SOUND ENERGY (PSE - POWER) 5' DRAINAGE SETBACK GRADE ON THE EAST SIDE OF 105TH PL SE LOCATED AT THE VICTOR IBARRA (POTELCO, INC.), 0: (253) 606 -5084 APPROXIMATE EXTENSION OF THE NORTH PROPERTY LINE. b LIGHT POLE ELEVATION = 380.33 SODS CREEK WATER AND SEWER DISTRICT (WATER AND SANITARY SEWER) DRAINAGE FEATURE DARCI MATTIODA, 0: (253) 630 -9000 EXT 107 - - - -- r -- - - - - - - - - - - - - - - - - - - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- WATER SURFACE I I I 1 I 1 i 1 I 1 1 1 L SOOS CREEK SEWER PLANS c SHEET NO. OUTFALL WITH DEBRIS BARRIER VICINITY MAP �� E PILE FT, I, „,T ED 1° = 400'f WATER IMPROVEMENTS PLAN J I: A44 ELECTRICAL &COMMUNICATION DUCT BANK WP -2 CONSTRUCTION PROVISIONS T�L MATERIALS AND SURFACE RESTORATION IMPERVIOUS MATERIALS AND SURFACE RESTORATION DSP STANDARD DETAILS AREA STANDARD DETAILS - - -SP_4 -- - - - - -- THESE PLANS ARE REVIEWED AND APPROVED BY SODS i :REEK WATER & SEWER DISTRICT. ,II rP,rl, ES � rPa; `.TEL: STANDARD DETAILS EV ELECTRICAL VAULT NET NEW IMPERVIOUS AREA = 101,408 SF 6F1 Erie DC FD E cE EX /EXIST EXISTING FD FOUNDATION DRAIN FF FINISHED FLOOR G GAS WATER METER VAULT SURVEY INFORMATION HH HMA HOT MIX ASPHALT ` INVERT ELEVATION LF 0 ASPHALT PAVEMENT HORIZONTAL MAX MAXIMUM DATUM MECHANICAL /ELECTRICAL /PLUMBING DESIGNER MIN PI __­FF L11 MW NAD83 /91 - WASHINGTON NORTH ZONE BASED ON TIES TO CITY OF -,D PII r 'I.`' N NORTH NAD RENTON CONTROL POINTS NOS. 1866 AND 2110 _ PLI F .N L ___JET PERF ® PERVIOUS PAVEMENT POINT OF CONNECTION RD ru: SD BASIS SS BEARINGS PSE PUGET SOUND ENERGY PVC POLYVINYL CHLORIDE ROW RIGHT OF WAY SHORT PLAT QUA -08- 137 -SHPL RECORDED IN VOLUME 268 OF RIGHT EE ER SOUTH SCH CONCRETE SIDEWALK SURVEYS, PAGES 168 -170, IN KING COUNTY, WASHINGTON; EHP T E =_rE -eaD STREET STA _- -E, E ur.E STANDARD TC TOP OF CURB LEGAL TOP OF STAIR ELEVATION DESCRIPTION IE , L _ TYPICAL W GRASSCRETE LOT 2 AND TRACT C -2 OF RENTON SHORT PLAT #LUA -08- 137 -SHPL WATER SURFACE ELEVATION 105TH PLACE SE PLANTING PLAN NUMBER RECORDED IN VOLUME 268 OF SURVEYS, PAGES 168 -170, IN KING ..... . ... o-I r iJCIlaS VERTICAL CURB COUNTY, WASHINGTON; IL1.11 Jcr EvITO�P, IL1.12 ROADWAY LIGHTING POINT BY POINT IL1.13 ROADWAY LIGHTING DETAILS ---- - - - - -- EXTRUDED CURB VERTICAL 9-15 DATUM NAVD88 ' ID.FEF TPEE BENCH MARK �' DECIDUOUS THEE - - - -- LIMITS OF CONSTRUCTION ORIGINAL M CITY RENTON BENCH MARK NO. 2139 TOP OF 3° BRASS DISC SET IN UTILITY PURVEYOR'S CONTACT INFORMATION TEMPORARY CONSTRUCTION FENCE DRILL HOLE OF LUMINARY STAMPED °KING COUNTY KC -F -8A 1993" f 45' EAST OF 108TH AVE NE AT THE INTERSECTION WITH SE PETROVITSKY CENTURY LINK (TELEPHONE) TEMPORARY SILT FENCE RD AND t 130' WEST OF BUILDING 17622 ELEVATION = 400.99 TONNA BARUSO, 0: (253) 372 -5360; C: (206) 387 -3263 TBM "A° TEMPORARY INTERCEPTOR SWALE TOP OF CHISELED SQUARE AT THE NORTHWEST CORNER OF THE WEST COMCAST (CABLE) END OF CONCRETE SIDEWALK ON THE SOUTH SIDE OF SE 180TH ST BEING TEMPORARY FORCE MAIN t 417' WEST OF THE INTERSECTION OF SE 180TH ST AND 108TH AVE SE BILL MALKER, 0: (253) 288 -7538; C: (206) 255 -6975 AND t 12' WEST OF CENTERLINE CROSSWALK TO FRED MEYER SHOPPING u a GUARD RAIL CENTER. PUGET SOUND ENERGY (PSE - GAS) ELEVATION = 384.73 ROBERT TAYLOR, 0: (206) 595 -4967 RAMP DOWN TBM °B° TOP OF RAIL ROAD SPIKE SET IN WEST FACE POWER POLE 1.2' ABOVE PUGET SOUND ENERGY (PSE - POWER) 5' DRAINAGE SETBACK GRADE ON THE EAST SIDE OF 105TH PL SE LOCATED AT THE VICTOR IBARRA (POTELCO, INC.), 0: (253) 606 -5084 APPROXIMATE EXTENSION OF THE NORTH PROPERTY LINE. b LIGHT POLE ELEVATION = 380.33 SODS CREEK WATER AND SEWER DISTRICT (WATER AND SANITARY SEWER) DRAINAGE FEATURE DARCI MATTIODA, 0: (253) 630 -9000 EXT 107 - - - -- r -- - - - - - - - - - - - - - - - - - - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- WATER SURFACE I I I 1 I 1 i 1 I 1 1 1 L SOOS CREEK SEWER PLANS SOOS CREEK WATER PLANS SHEET NO. NAME SHEET NO. NAME SP -1 PLAN AND PROFILE WP -1 WATER IMPROVEMENTS PLAN SP -2 CONSTRUCTION PROVISIONS WP -2 CONSTRUCTION PROVISIONS SP -3 MATERIALS AND SURFACE RESTORATION WP -3 MATERIALS AND SURFACE RESTORATION DSP STANDARD DETAILS WP -4 STANDARD DETAILS - - -SP_4 -- - - - - -- THESE PLANS ARE REVIEWED AND APPROVED BY SODS i :REEK WATER & SEWER DISTRICT. WP -5 STANDARD DETAILS WP -6 STANDARD DETAILS R- 314101 I ® MONITORING WELL I I I I I I I " I I I I I kin onnernNr I.1:1:1kiVjT' 'l1IIIIII zf: BC BOTTOM OF CURB BSE BOTTOM OF STAIR ELEVATION BW BOTTOM OF WALL CB CATCH BASIN CL CENTER LINE, CLASS CO CLEAN OUT CO TG CLEAN OUT TO GRADE CDR CITY OF RENTON DI DUCTILE IRON DSP DOWN SPOUT COLLECTOR DWG DRAWING DWY DRIVEWAY E EAST ELEV ELEVATION ED EQUAL EX /EXIST EXISTING FD FOUNDATION DRAIN FF FINISHED FLOOR G GAS HORIZ HORIZONTAL HH HANDHOLE HMA HOT MIX ASPHALT IE INVERT ELEVATION LF LINEAR FEET LT LEFT MAX MAXIMUM MEP MECHANICAL /ELECTRICAL /PLUMBING DESIGNER MIN MINIMUM MW MONITORING WELL NO NUMBER N NORTH NAD NORTH AMERICAN DATUM NAVD NORTH AMERICAN VERTICAL DATUM PERF PERFORATED POC POINT OF CONNECTION RD ROOF DRAIN SD STORM DRAIN SS SANITARY SEWER PSE PUGET SOUND ENERGY PVC POLYVINYL CHLORIDE ROW RIGHT OF WAY RT RIGHT S SOUTH SCH SCHEDULE SD STORM DRAIN ST STREET STA STATION STD STANDARD TC TOP OF CURB TSE TOP OF STAIR ELEVATION TW TOP OF WALL TYP TYPICAL W WATER, WEST WESL WATER SURFACE ELEVATION 105TH PLACE SE PLANTING PLAN NUMBER & AND CITY OFF RENTON Approved by: Approved by: Vy vD� Approved by: Approved by: Date: Date:'K I ul;,/ Y Date: Date: SHEET INDEX SHEET NO. NAME C1.0 COVER SHEET C1.1 EROSION CONTROL & STORM DRAINAGE NOTES C2.0 TESC PLAN C2.1 TESC DETAILS C2.2 TESC DETAILS C3.0 ALIGNMENT PLAN C3.1 ALIGNMENT PROFILES C4.0 HORIZONTAL CONTROL & PAVING PLAN C4.1 HORIZONTAL CONTROL & PAVING PLAN C4.2 PAVING DETAILS C4.3 PAVING SECTIONS C4.4 SIDEWALK RAMP DETAILS C5.0 GRADING PLAN C5.1 GRADING PLAN C5.2 GRADING SECTIONS C6.0 DRAINAGE PLAN C6.1 DRAINAGE PLAN C6.2 DRAINAGE DETAILS C6.3 DRAINAGE DETAILS C6.4 DRAINAGE DETAILS C7.0 SUBSURFACE DRAINAGE PLAN C7.1 SUBSURFACE DRAINAGE DETAILS C&O UTILITY PLAN C10.0 STREET IMPROVEMENTS COVER SHEET C10.1 NOTES C10.2 105TH PLACE SE C10.3 105TH PLACE SE C10.4 SE 180TH STREET C10.5 SE 180TH STREET C10.6 DETAILS C10.7 DETAILS C10.8 DETAILS & SECTIONS A1.01 ARCHITECTURAL SITE PLAN A1.01a ZONING SUMMARY LO.1 TREE RETENTION PLAN NORTH LO.2 TREE RETENTION PLAN SOUTH LO.3 TREE RETENTION SCHEDULE LOA TREE RETENTION SCHEDULE 1-1.0 LANDSCAPE SITE PLAN ENLARGEMENTS 1-1.1 LANDSCAPE SITE PLAN ENLARGEMENTS 1-1.2 LANDSCAPE SITE DETAILS L1.3 LANDSCAPE SITE DETAILS L1.4 LANDSCAPE SITE DETAILS L2.0 LANDSCAPE IRRIGATION PLAN - NORTH L2.1 LANDSCAPE IRRIGATION PLAN - SOUTH L2.3 LANDSCAPE IRRIGATION SCHEDULE - SITE L2.4 LANDSCAPE IRRIGATION DETAILS L2.5 LANDSCAPE IRRIGATION DETAILS L3.1 LANDSCAPE PLANTING PLAN - NORTH L3.2 LANDSACPE PLANTING PLAN - SOUTH L3.4 LANDSCAPE PLANTING SCHEDULE L3.5 LANDSCAPE PLANTING DETAILS L4.0 105TH PLACE SE PLANTING PLAN L4.1 105TH PLACE SE PLANTING PLAN L4.2 SE 180TH STREET PLANTING PLAN IL1.10 ELECTRICAL SITE PLAN IL1.11 ROAD LIGHTING SITE PLAN IL1.12 ROADWAY LIGHTING POINT BY POINT IL1.13 ROADWAY LIGHTING DETAILS IL1.14 ROADWAY LIGHTING DETAILS 9-15 ELECTRICAL SITE PLAN UCP U14001164 TRIAD 'G CITY OF AS NOTED 10° 10" All, at AGC SZ � RENTON owwe TAD Planning /Building /Public Works Dept. SZ . for arc .rx BY DATE APPR wsROhu err IX MNG ISSUE REV DESIGN DEV. 11108/13 y N c 05115/14 L2 I Al ADDENDUM #1 O m .e C7 Z UTILITY SET Q U jw N p J Z_ .e � r� w3N O O Op F- IX MNG ISSUE REV DESIGN DEV. 11108/13 COORDINATION O BID SET 05115/14 LAND USE REVISION 06105114 Al ADDENDUM #1 06112/14 Z C7 Z UTILITY SET Q w 08119114 J F- LJJ F- 0 �~ W Q CO fn ZY Q LLI U C_ 0_. CD 2 ¢ O H �- OLo Q Q z >o O O cc ti r IX MNG ISSUE REV DESIGN DEV. 11108/13 COORDINATION 01115/14 BID SET 05115/14 LAND USE REVISION 06105114 Al ADDENDUM #1 06112/14 A2 ADDENDUM #4 07102114 UTILITY SET 07/16/14 PERMIT REVISION 1 08119114 MYLAR NO REV DATE 1 PERMIT REMION MU.14 SCALE: AS NOTED PLOT DATE: 08/19/14 3 PERMIT REMWN 07.16.14 4 PERMIT REVISION,AMAR 08.19.14 DRAFTER: TAD VANTAGE POINT APARTMENTS 8-19-2014 ON SITE IMPROVEMENT PLANS P COVER SHEET Cl .O 'n 1 w- 61 C 2 Y ; w 3 N Z i H $ T E a �z m z s o 0 o E NA C z F o �a Call 81 • two business day1 s before you dig SCALE: AS NOTED PLOT DATE: 08/19/14 PRINCIPAL: MAV PRDJ. MGR.: AGC DRAFTER: TAD VANTAGE POINT APARTMENTS 8-19-2014 ON SITE IMPROVEMENT PLANS P COVER SHEET Cl .O 'n 1 w- 61 C 2 Y ; w 3 N Z i H $ T E a �z m z s o 0 o E NA C z F o �a w Z U w 'o w a_ c m U d N a Q EROSION CONTROL NOTES 1. THESE NOTES SHALL APPEAR FOR ALL PROJECTS - SITE IMPROVEMENTS, SURFACE WATER UTILITY, WASTEWATER UTILITY, WATER UTILITY, AND TRANSPORTATION PLANS. 2. BEFORE ANY CONSTRUC1ION OR DEVELOPMENT ACTIVITY OCCURS, A PRE - CONSTRUCTION MEETING MUST BE HELD WITH THE CITY OF RENTON, PUBLIC WORKS DESIGN ENGINEER. 3. THE BOUNDARIES OF THE CLEARING LIMITS AND AREAS OF VEGETATION PRESERVATION AS PRESCRIBED ON THE PLAN(S) SHALL BE CLEARLY FLAGGED BY SURVEY TAPE OR FENCING IN THE FIELD PRIOR TO CONSTRUCTION IN ACCORDANCE WITH APPENDIX D OF THE SURFACE WATER DESIGN MANUAL AND OBSERVED DURING CONSTRUCTION. DURING THE CONSTRUCTION PERIOD, NO DISTURBANCE BEYOND THE CLEARING LIMITS SHALL BE PERMITTED. THE CLEARING LIMITS SHALL BE MAINTAINED BY THE APPLICANT /ESC SUPERVISOR FOR THE DURATION OF CONSTRUCTION. 4. STABILIZED CONSTRUCTION ENTRANCES SHALL BE INSTALLED AT THE BEGINNING OF CONSTRUCTION AND MAINTAINED FOR THE DURATION OF THE PROJECT. ADDITIONAL MEASURES, SUCH AS CONSTRUCTED WHEEL WASH SYSTEMS OR WASH PADS, MAY BE REQUIRED TO ENSURE THAT ALL PAVED AREAS ARE KEPT CLEAN AND TRACK OUT TO ROAD RIGHT OF WAY DOES NOT OCCUR FOR THE DURATION OF THE PROJECT. 5. ALL REQUIRED SEDIMENTATION /EROSION CONTROL FACILITIES MUST BE CONSTRUCTED AND IN OPERATION PRIOR TO LAND CLEARING AND /OR CONSTRUCTION TO PREVENT TRANSPORTATION OF SEDIMENT TO SURFACE WATER, DRAINAGE SYSTEMS AND ADJACENT PROPERTIES. ALL EROSION AND SEDIMENT FACILITIES SHALL BE MAINTAINED IN A SATISFACTORY CONDITION UNTIL SUCH TIME THAT CLEARING AND /OR CONSTRUCTION IS COMPLETE AND POTENTIAL FOR ON -SITE EROSION HAS PASSED. THE IMPLEMENTATION, MAINTENANCE, REPLACEMENT AND ADDITIONS TO EROSION /SEDIMENTATION CONTROL SYSTEMS SHALL BE THE RESPONSIBILITY OF THE PERMITEE. 6. THE EROSION AND SEDIMENTATION CONTROL SYSTEMS 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 PERMITEE SHALL ANTICIPATE THAT MORE EROSION AND SEDIMENTATION CONTROL FACILITIES 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 PERMITEE TO ADDRESS ANY NEW CONDITIONS THAT MAY BE CREATED BY THE ACTIVITIES AND TO PROVIDE ADDITIONAL FACILITIES, OVER AND ABOVE MINIMUM REQUIREMENTS, AS MAY BE NEEDED, TO PROTECT ADJACENT PROPERTIES AND WATER QUALITY OF THE RECEIVING DRAINAGE SYSTEM. 7. APPROVAL OF THIS PLAN IS FOR EROSION /SEDIMENTATION CONTROL ONLY. IT DOES NOT CONSTITUTE AN APPROVAL OF STORM DRAINAGE DESIGN, SIZE NOR LOCATION OF PIPES, RESTRICTORS, CHANNELS, OR RETENTION FACILITIES. 8. ANY AREAS OF EXPOSED SOILS, INCLUDING ROADWAY EMBANKMENTS, THAT WILL NOT BE DISTURBED FOR TWO DAYS DURING THE WET SEASON (OCTOBER 1ST THROUGH MARCH 30TH) OR SEVEN DAYS DURING THE DRY SEASON (APRIL 1ST THROUGH SEPTEMBER 30) SHALL BE IMMEDIATELY STABILIZED WITHTHE APPROVED ESC COVER METHODS (E.G., SEEDING, MULCHING, PLASTIC COVERING, ETC.). 9. WET SEASON SEASONAL EROSION AND SEDIMENT CONTROL REQUIREMENTS APPLY TO ALL CONSTRUCTION SITES CLEARING BETWEEN OCTOBER 1 AND MARCH 301NCLUSIVE, UNLESS OTHERWISE APPROVED BY THE CITY THROUGH AN ADJUSTMENT PROCESS. 10. COVER MEASURES WILL BE APPLIED IN CONFORMANCE WITH APPENDIX D OF THE SURFACE WATER DESIGN MANUAL 11. ANY AREA NEEDING ESC MEASURES, NOT REQUIRING IMMEDIATE ATTENTION, SHALL BE ADDRESSED WITHIN SEVEN (7) DAYS. 12. THE ESC FACILITIES ON INACTIVE SITES SHALL BE INSPECTED AND MAINTAINED A MINIMUM OF ONCE A MONTH OR WITHIN 24 HOURS FOLLOWING A STORM EVENT. 13. AT NO TIME SHALL MORE THAN ONE (1) FOOT OF SEDIMENT BE ALLOWED TO ACCUMULATE WITHIN A CATCH BASIN. ALL CATCH BASINS AND CONVEYANCE LINES SHALL BE CLEANED PRIOR TO PAVING. THE CLEANING OPERATION SHALL NOT FLUSH SEDIMENT -LADEN WATER INTO THE DOWNSTREAM SYSTEM. 14. DURING THE TIME PERIOD OF OCTOBER 1STTHROUGH MARCH 30TH, ALL PROJECT DISTRIBUTED SOIL AREAS GREATER, THAT ARE TO BE LEFT UN- WORKED FOR MORE THAN 12 HOURS, SHALL BE COVERED BY MULCH, SODDING OR PLASTIC COVERING. 15. ANY PERMANENT RETENTION /DETENTION FACILITY USED AS A TEMPORARY SETTLING BASIN SHALL BE MODIFIED WITH THE NECESSARY EROSION CONTROL MEASURES AND SHALL PROVIDE ADEQUATE STORAGE CAPACITY. IF THE PERMANENT FACILITY IS TO FUNCTION ULTIMATELY AS AN INFILTRATION SYSTEM, THE TEMPORARY FACILITY MUST BE ROUGH GRADED SO THAT THE BOTTOM AND SIDES ARE AT LEAST THREE FEET ABOVE THE FINAL GRADE OF THE PERMANENT FACILITY. 16. PRIOR TO THE BEGINNING OF THE WET SEASON (OCT. 1), ALL DISTURBED AREAS SHALL BE REVIEWED TO IDENTIFY WHICH ONES CAN BE SEEDED IN PREPARATION FOR THE WINTER RAINS. DISTURBED AREAS SHALL BE SEEDED WITHIN ONE WEEK OF THE BEGINNING OF THE WET SEASON. A SKETCH MAP OF THOSE AREAS TO BE SEEDED AND THOSE AREAS TO REMAIN UNCOVERED SHALL BE SUBMITTED TO THE CITY OF RENTON FOR REVIEW. STRUCTURAL NOTES 1. THESE PLANS ARE APPROVED FOR STANDARD ROAD AND DRAINAGE IMPROVEMENTS ONLY. PLANS FOR STRUCTURES SUCH AS BRIDGES, VAULTS, AND RETAINING WALLS REQUIRE A SEPARATE REVIEW AND APPROVAL BY THE CITY PRIOR TO CONSTRUCTION. 2. ROCKERIES ARE CONSIDERED TO BE A METHOD OF BANK STABILIZATION AND EROSION CONTROL ROCKERIES SHALL NOT BE CONSTRUCTED TO SERVE AS RETAINING WALLS. ALL ROCKERIES IN CITY ROAD RIGHT -OF -WAY SHALL BE CONSTRUCTED IN ACCORDANCE WITH CITY STANDARDS. ROCKERIES OUTSIDE OF ROAD RIGHT -OF -WAY SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE INTERNATIONAL BUILDING CODE. 1/4 SECTION NW 32 TOWNSHIP 23 RANGE 05 SURFACE WATER STANDARD PLAN NOTES 1. THESE NOTES SHALL APPEAR ON PROJECTS FOR THE SURFACE WATER UTILITY. 2. BEFORE ANY CONSTRUCTION OR DEVELOPMENT ACTIVITY OCCURS, A PRE - CONSTRUCTION MEETING MUST BE HELD BETWEEN THE CITY OF RENTON PLAN REVIEW SECTION AND THE APPLICANT. 3. ALL DESIGN AND CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE RENTON MUNICIPAL CODE (RMC), THE LATEST EDITION OF THE STANDARD SPECIFICATIONS FOR ROAD, BRIDGE AND MUNICIPAL CONSTRUCTION PREPARED BY WSDOT AND THE AMERICAN PUBLIC WORKS ASSOCIATION (APWA), AS AMENDED BY THE CITYOF RENTON PUBLIC WORKS DEPARTMENT. IT SHALL BE THE SOLE RESPONSIBILITY OF THE APPLICANT AND THE PROFESSIONAL CIVIL ENGINEER TO CORRECT ANY ERROR, OMISSION OR VARIATION FROM THE ABOVE REQUIREMENTS FOUND IN THIS PLANS. ALL CORRECTIONS SHALL BE AT NO ADD111ONAL COST TO THE CITY. 4. APPROVAL OF THIS ROAD, GRADING, PARKING AND DRAINAGE PLAN DOES NOT CONSTITUTE AN APPROVAL OF ANY OTHER CONSTRUCTION (E.G. DOMESTIC WATER CONVEYANCE, SEWER CONVEYANCE, GAS, ELECTRICAL ETC.)THE SURFACE WATER DRAINAGE SYSTEM SHALL BE CONSTRUCTED ACCORDING TO THE APPROVED PLANS, WHICH ARE ON FILE IN WITH THE CITY. ANY DEVIATION FROM THE APPROVED PLANS WALL REQUIRE WRITTEN APPROVAL FROM THE CITY OF RENTON PUBLIC WORKS DEPARTMENT, SURFACE WATER UTILITY SECTION. 5. A COPY OF THESE APPROVED PLANS MUST BE ON THE JOB SITE WHENEVER CONSTRUCTION IS IN PROGRESS. 6. GRADING ACTIVITIES (SITE ALTERATION) ARE LIMITED TO THE HOURS OF 7 A.M. TO 7 P.M. MONDAY THROUGH SATURDAY AND NO WORK ON SUNDAY IS ALLOWED, UNLESS OTHERWISE APPROVED WITH A WRITTEN DECISION BY THE CITY OF RENTON. 7. IT SHALL BE THE APPLICANT'S /CONTRACTOR'S RESPONSIBILITY TO OBTAIN ALL CONSTRUCTION EASEMENTS NECESSARY BEFORE INITIATING OFF -SITE WORK. EASEMENTS REQUIRE CITY RENEW AND APPROVAL PRIOR TO CONSTRUCTION. 8. FRANCHISED UTILITIES OR OTHER INSTALLATIONS THAT ARE NOT SHOWN ON THESE APPROVED PLANS SHALL NOT BE CONSTRUCTED UNLESS AN APPROVED SET OF PLANS THAT MEET ALL REQUIREMENTS OF CHAPTER 4 OF THE SURFACE WATER DESIGN MANUAL ARE SUBMITTED TO THE CITY OF RENTON. 9. DATUM SHALL BE NAVD 88 UNLESS OTHERWISE APPROVED Y THE E CITY OF RENTON. REFERENCE BENCHMARK AND ELEVATIONS ARE NOTED ON THE PLANS. 10. ANY DEWATERING SYSTEM NECESSARY FOR THE CONSTRUCTION OF STORMWATER FACILITIES MUST BE SUBMITTED TO THE CITY FOR REVIEW AND APPROVAL. 11. ALL UTILITY TRENCHES AND ROADWAY SUBGRADE SHALL BE BACKFILLED AND COMPACTED TO 95 PERCENT DENSITY, STANDARD PROCTOR. 12. OPEN CUTTING OF EXISTING ROADWAYS FOR NON- FRANCHISED UTILITY OR STORM DRAINAGE WORK IS NOT ALLOWED UNLESS SPECIFICALLY APPROVED BY THE CITY OF RENTON AND NOTED ON THESE APPROVED PLANS. ANY OPEN CUT SHALL BE RESTORED IN ACCORDANCE WITH THE CITY OF RENTON TRENCH RESTORATION STANDARDS. 13. ALL SEDIMENTATION /EROSION FACILITIES MUST BE IN OPERATION PRIOR TO CLEARING AND BUILDING CONSTRUCTION, AND THEY MUST BE SATISFACTORILY MAINTAINED UNTIL CONSTRUCTION IS COMPLETED AND THE POTENTIAL FOR ON -SITE EROSION HAS PASSED. 14. ALL RETENTION /DETENTION FACILITIES MUST BE INSTALLED AND IN OPERATION PRIOR TO OR IN CONJUNCTION WITH ALL CONSTRUCTION ACTIVITY UNLESS OTHERWISE APPROVED BY THE PUBLIC WORKS DEPARTMENT, SURFACE WATER UTILITY SECTION. 15. ALL PIPE AND APPURTENANCES SHALL BE LAID ON A PROPERLY PREPARED FOUNDATION IN ACCORDANCE WITH THE CURRENT STATE OF WASHINGTON STANDARD SPECIFICATION FOR ROAD AND BRIDGE CONSTRUCTION. THIS SHALL INCLUDE NECESSARY LEVELING OF THE TRENCH BOTTOM OR THE TOP OF THE FOUNDATION MATERIAL, AS WELL AS PLACEMENT AND COMPACTION OF REQUIRED BEDDING MATERIAL, TO UNIFORM GRADE SO THAT THE ENTIRE LENGTH OF THE PIPE WILL BE SUPPORTED ON A UNIFORMLY DENSE, UNYIELDING BASE. ALL PIPE BEDDING SHALL BE APWA CLASS "C ", WITH THE EXCEPTION OF PVC PIPE. 16. STEEL PIPE SHALL BE ALUMINIZED, OR GALVANIZED WITH ASPHALT TREATMENT #1 OR BETTER INSIDE AND OUTSIDE. 17. ALL DRAINAGE STRUCTURES, SUCH AS CATCH BASINS AND MANHOLES SHALL HAVE SOLID LOCKING LIDS. ALL DRAINAGE STRUCTURES ASSOCIATED WITH A PERMANENT RETENTION /DETENTION FACILITY SHALL HAVE SOLID LOCKING LIDS. 18. BUILDING AND OTHER STRUCTURES SHALL BE PLACED IN ACCORDANCE WITH TABLE 4.1 EASEMENT WIDTHS AND BUILDING SETBACKS LINES. 19. ALL CATCH BASIN GRATES SHALL BE DEPRESSED 0.10 FEET BELOW PAVEMENT LEVEL 20. ALL DRIVEWAY CULVERTS LOCATED WITHIN CITY OF RENTON RIGHT -OF -WAY SHALL BE OF SUFFICIENT LENGTH TO PROVIDE A MINIMUM 3:1 SLOPE FROM THE EDGE OF THE DRIVEWAY TO THE BOTTOM OF THE DITCH. ROCK FOR EROSION PROTECTION OFF ROADSIDE DITCHES, WHERE REQUIRED, SHALL BE OF SOUND QUARRY ROCK PLACED TO A DEPTH OF ONE (1) FOOT AND MUST MEET THE FOLLOWING SPECIFICATIONS: 4- 8 INCH ROCK / 40 - 70% PASSING; 2 - 4 INCH ROCK / 30 - 40% PASSING; AND LESS THAN 2 INCH ROCK / 10 - 20% PASSING. 21. ALL BUILDING DOWNSPOUTS AND FOOTING DRAINS SHALL BE CONNECTED TO THE STORM DRAINAGE SYSTEM, UNLESS APPROVED BY THE CITY PLAN REVIEWER OR SURFACE WATER UTILITY SECTION. AN ACCURATELY DIMENSIONED, CERTIFIED AS -BUILT DRAWING OF THIS DRAINAGE SYSTEM WALL BE SUBMITTED TO THE CITY UPON COMPLETION. 22. DRAINAGE OUTLETS (STUB -OUTS) SHALL BE PROVIDED FOR EACH INDIVIDUAL LOT, EXCEPT FOR THOSE LOTS APPROVED FOR INFILTRATION BY THE CITY. STUB -OUTS SHALL CONFORM TO THE FOLLOWING: A. EACH OUTLET SHALL BE SUITABLY LOCATED AT THE LOWEST ELEVATION ON THE LOT, SO AS TO SERVICE ALL FUTURE ROOF DOWNSPOUTS AND FOOTING DRAINS, DRIVEWAYS, YARD DRAINS, AND ANY OTHER SURFACE OR SUBSURFACE DRAINS NECESSARY TO RENDER THE LOTS SUITABLE FOR THEIR INTENDED USE. EACH OUTLET SHALL HAVE FREE - FLOWING, POSITIVE DRAINAGE TO AN APPROVED STORMWATER CONVEYANCE SYSTEM OR TO AN APPROVED OUTFALL LOCATION. B. OUTLETS ON EACH LOT SHALL BE LOCATED WITH A FIVE -FOOT -HIGH, 2" X 4" STAKE MARKED "STORM" OR "DRAIN ". THE STUB -OUT SHALL EXTEND ABOVE SURFACE LEVEL, BE VISIBLE, AND BE SECURED TO THE STAKE. C. PIPE MATERIAL SHALL CONFORM TO UNDERDRAIN SPECIFICATIONS DESCRIBED IN CHAPTER 4 OF THE SURFACE WATER DESIGN MANUAL AND, IF NON- METALLIC, THE PIPE SHALL BE PLACED IN A TRENCH WITH A TRACING WIRE ABOVE OR OTHER ACCEPTABLE DETECTION. D. PRIVATE DRAINAGE EASEMENTS ARE REQUIRED FOR DRAINAGE SYSTEMS DESIGNED TO CONVEY FLOWS THROUGH INDIVIDUAL LOTS. E. THE APPLICANT /CONTRACTOR IS RESPONSIBLE FOR COORDINATING THE LOCATIONS OF ALL STUB -OUT CONVEYANCE LINES WITH RESPECT TO OTHER UTILITIES (E.G. POWER, GAS, TELEPHONE, TELEVISION). F. ALL INDIVIDUAL STUB -OUTS SHALL BE PRIVATELY OWNED AND MAINTAINED BY THE LOT HOME OWNER. G. STORM DRAINAGE PIPE SYSTEMS SHALL NOT PENETRATE BUILDING FOUNDATIONS, EXCEPT FOR SUMP PUMP DISCHARGE LINES USED TO DRAIN CRAWL SPACES, PROVIDED THE SUMP PUMP SYSTEM INCLUDES BACKFLOW PREVENTION OR A CHECK VALVE. 23. ALL DISTURBED PERVIOUS AREAS (COMPACTED, GRADED, LANDSCAPED, ETC.) OF THE DEVELOPMENT SITE MUST DEMONSTRATE ONE OF THE FOLLOWING: THE EXISTING DUFF LAYER SHALL BE STAGED AND REDISTRIBUTED TO MAINTAIN THE MOISTURE CAPACITY OF THE SOIL, OR; AMENDED SOIL SHALL BE ADDED TO MAINTAIN THE MOISTURE CAPACITY. 24. PROOF OF LIABILITY INSURANCE SHALL BE SUBMITTED TO THE CITY PRIOR TO CONSTRUCTION PERMIT ISSUANCE. 25. ISSUANCE OF THE BUILDING OR CONSTRUCTION PERMITS BY THE CITY OF RENTON DOES NOT RELIEVE THE OWNER OF THE CONTINUING LEGAL OBLIGATION AND /OR LIABILITY CONNECTED WITH STORM SURFACE WATER DISPOSITION. FURTHER, THE CITY OF RENTON DOES NOT ACCEPT ANY OBLIGATION FOR THE PROPER FUNCTIONING AND MAINTENANCE OF THE SYSTEM PROVIDED DURING CONSTRUCTION. 26. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING ADEQUATE SAFEGUARD, SAFETY DEVICES, PROTECTIVE EQUIPMENT, FLAGGERS, AND ANY OTHER NEEDED ACTIONS TO PROTECT THE LIFE, HEALTH, AND SAFETY OF THE PUBLIC, AND TO PROTECT PROPERTY IN CONNECTION WITH THE PERFORMANCE OF WORK. ANY WORK WITHIN THE TRAVELED RIGHT -OF -WAY THAT MAY INTERRUPT NORMAL TRAFFIC FLOW SHALL REQUIRE A TRAFFIC CONTROL PLAN APPROVE BY THE PUBLIC WORKS DEPARTMENT, TRANSPORTATION SYSTEMS DIVISION. ALL SECTIONS OF THE WSDOT STANDARD SPECIFICATIONS 1 -07 -23 TRAFFIC CONTROL SHALL APPLY. 27. PROJECT LOCATED WITHIN THE AQUIFER PROTECTION AREA (APA) SHALL COMPLY WITH SPECIAL REQUIREMENT #6 OF THE SURFACE WATER DESIGN MANUAL AND AQUIFER PROTEC1ION REGULATIONS (RMC 4 -3 -050). R- 314102 CITY OF RENTON Approved by: 2-- Date: Approved by: Date: 4Aqvii Approved by: Approved by: O H Z CW Z G Q Q Z O Q ~ Z W ZW Ow Q LLJ -' a H Q H a Z Q O O ti Z Y W � W a� Y LL 12 W W <o Z � aZ > O O co GRAWWG ISSUE R DESIGN DEV. 11/08/13 y N BID SET 05115/14 LAND USE REVISION 06/05114 Al ADDENDUM #1 06112114 A2 ADDENDUM #4 07/02114 UTILITY SET 07/16114 U j MYLAR p, N q th t 3 N 0 00 TAD `O �n O H Z CW Z G Q Q Z O Q ~ Z W ZW Ow Q LLJ -' a H Q H a Z Q O O ti Z Y W � W a� Y LL 12 W W <o Z � aZ > O O co GRAWWG ISSUE 811 DESIGN DEV. 11/08/13 COORDINATION 01115114 BID SET 05115/14 LAND USE REVISION 06/05114 Al ADDENDUM #1 06112114 A2 ADDENDUM #4 07/02114 UTILITY SET 07/16114 PERMIT REVISION I 08/19114 MYLAR DATE UL:Y U14UUlIb4 811 s i LCal1 • two business days before you dig p L D0 SCALE: AS NOTED TRIAD PLOT DATE: 08/19/14 21971n, DATUM PRINCIPAL MAV VANTAGE POINT APARTMENTS ON SITE IMPROVEMENT PLANS EROSION CONTROL AND STORM DRAINAGE NOTES PROD. MGR: AGC UL:Y U14UUlIb4 DRAFTER TAD s i p L D0 0 . TRIAD AS NOTED 21971n, DATUM s3 CHY OF, 7K RENMN Planning /Building /Public Works Dept. VANTAGE POINT APARTMENTS ON SITE IMPROVEMENT PLANS EROSION CONTROL AND STORM DRAINAGE NOTES 6 -19 -2014 � o Q Acc sz TAD ac wi z sz I �• °Pi�1D w c1.1 NO. REVISION BY DATE APPR AGC am: 2 °" 61 CD' 12- 3-74,02 FF Z TL D S s i p L D0 0 . �m Pi N Z pNN D ° i uz n I I ,I I D S z I �m � o Q G z of o z 3 z f i i I I ,I I D S : �m w z U W '0 w a G i 0 N W O U 0 y gv i d d m h h m U ti , N a 1/4 SECTION NW 32 TOWNSHIP 23 RANGE 05 EROSION AND SEDIMENT CONTROL RECOMMENDED CONSTRUCTION SEQUENCE LEGEND 1. PRE - CONSTRUCTION MEETING. RISER PIPE o - O 00 O STABILIZED CONSTRUCTION 2. POST SIGN WITH NAME AND PHONE NUMBER OF ESC SUPERVISOR (MAY BE o��oo° o °p r \ p \ o ENTRANCE I r; ELEV. 37.4 N CONSOLIDATED WITH THE REQUIRED NOTICE OF CONSTRUCTION SIGN). u �+ I /, ` �I1 Y .0 N SEDIMENT -I SEDIMENT TRAP LOCATED WITHIN THE B CONSTRUCTION FENCE o `O 4a 3'•1 I 3. FLAG OR FENCE CLEARING LIMITS. c o "� 1 rn �r. t STORAGE �V PERMANENT DETENTION POND C2.2 W I' .' 1 v (TYP %) ;jl' a ,' v TESC VOLUME REQUIRED: 3,523 CF - X FILTER FABRIC FENCING o 4. INSTALL CATCH BASIN PROTECTION IF REQUIRED. \v v TESC VOLUME PROVIDED: 15,000± CF o 5. GRADE AND INSTALL CONSTRUCTION ENTRANCE(S). ® CATCH BASIN PROTECTION c y c TEMPORARY CONSTRUCTION FENCE c° j ° N M s . 6. INSTALL PERIMETER PROTECTION ( SILT FENCE, BRUSH BARRIER, ETC.) . DRAINAGE SWALE FILTER #WC i (TYP.) .c N n c Q1 " A DIVIDER 7. CONSTRUCT SEDIMENT PONDS AND TRAPS. 12° DIP CULVERT c 3 I +'II l I CONSTRUCTION ENTRANCE A ��_ C \ ,•, 1 ( ^�� `�,, i I w ,III llj ll', (TYP•) C2.1 °� L e 8. GRADE AND STABILIZE CONSTRUCTION ROADS. CHECK DAM o 0 0 o offfIf 9. CONSTRUCT SURFACE WATER CONTROLS (INTERCEPTOR DIKES, PIPE SLOPE DRAINS, ETC.) P RISER PIPE e \ a I'll SIMULTANEOUSLY WITH CLEARING AND GRADING FOR PROJECT DEVELOPMENT. ° z 6 1 = CLEARING LIMIT 2 \ " \ I 'I 'Io 10. MAINTAIN EROSION CONTROL MEASURES IN ACCORDANCE WITH APPENDIX D OF THE o SURFACE WATER DESIGN MANUAL AND MANUFACTURER'S RECOMMENDATIONS. G. m a III n• T\ .PARRIERS'Skl/�Lt fiE `, 00$ Ot \ L� '' (�j DAM CQ2 11. RELOCATE EROSION CONTROL MEASURES OR INSTALL NEW MEASURES SO THAT AS SITE ` \ CONDITIONS CHANGE THE EROSION AND SEDIMENT CONTROL IS ALWAYS IN ACCORDANCE <� m v -FGEb A WITH THE CITY'S EROSION AND SEDIMENT CONTROL STANDARDS. v RyA4S YILONG� G�, k ` �, _ �. _s�� 12. COVER ALL AREAS THAT WILL BE UNWORKED FOR MORE THAN SEVEN DAYS DURING THE �. 6TER EA9RIE ENCEr - I a; DRY SEASON OR TWO DAYS DURING THE WET SEASON NTH STRAW, WOOD FIBER MULCH, �rstTS�O A&AEOU D Y,\ �'.AAI�, I �� .,�I COMPOST, PLASTIC SHEETING OR EQUIVALENT.r�� ,�14 '� ^. v � . 1►�SPECTDR vv t �Ii I f p� ✓ 1 13. STABILIZE ALL AREAS THAT REACH FINAL GRADE WITHIN SEVEN DAYS. EROSION AND SEDIMENT CONTROL NOTES N,� I I,.'I j i 14. SEED OR SOD ANY AREAS TO REMAIN UNWORKED FOR MORE THAN 30 DAYS. NivgRA ret aF' ) I 111 I 1. DUST CONTROL: PREVENTATIVE MEASURES TO Z MINIMIZE WIND TRANSPORT OF SOIL SHALL BE 15. UPON COMPLETION OF THE PROJECT, ALL DISTURBED AREAS MUST BE STABILIZED AND U) O F e ' P N' I44I 'mM R IMPLEMENTED WHEN A TRAFFIC HAZARD MAY BE BMPS REMOVED IF APPROPRIATE. !_ \ 'I j CREATED OR WHEN SEDIMENT TRANSPORTED BY 16. ANY AREAS OF EXPOSED SOILS, INCLUDING ROADWAY EMBANKMENTS, THAT WILL NOT BE Z Z U rrftu a�� 4 II'1,� I WIND IS LIKELY TO BE DEPOSITED IN WATER DISTURBED FOR TWO DAYS DURING THE WET SEASON (OCTOBER 1ST THROUGH MARCH Rm374103 w J i m RESOURCES 2009 KCSWDM APPENDIX D.3 . I I „ ( ) 30TH) OR SEVEN DAYS DURING THE DRY SEASON (APRIL 1ST THROUGH SEPTEMBER 30) J `, S� �l« �bpf I m h a 'I I SHALL BE IMMEDIATELY STABILIZED WITHTHE APPROVED ESC COVER METHODS (E.G., Q (n SEEDING, MULCHING, PLASTIC COVERING, ETC. li pl�, NJOIGOia� tr \ _J` I / III II ( °!tl 11 )• Z ; `' . „, ,/z eP ss 17. DURING THE TIME PERIOD OF OCTOBER 1STTHROUGH MARCH 30TH, ALL PROJECT Z W = �” i' „, I I I J I !I l'- „„ o I, ; E ; ' " ° DISTRIBUTED SOIL AREAS GREATER, THAT ARE TO BE LEFT UN- WORKED FOR MORE THAN — O ~ 'r 1 + ; -Iff d' ! ^ II II - 12 HOURS, SHALL BE COVERED BY MULCH, SODDING OR PLASTIC COVERING. z l' r I p_ f`J ' 1 1/,' A2 S .I I I I I w Y t p, � I n I , 1 _ 1 h - - - - _ - - _ -_ __ __ _ e nuc -ias - � - ec`cxear � -`, �.'Y 1 1 (i Z W ^T \ \_ _e n`a,__ -__ __, - _ - - ,83 r f _ ---I 1�— � Z °� D Lam' \ \� _ - .. aa_ a _ _ Q Y [' a ' o •%' -r-. T-i / r . \\ \\ � \ -' ¢ � _ _ _ _ ''- _- �:..q -..�— _ � _� - (�a 0 3e �'�� ,il , \ �. W e - - -" D <,- r.,. Lr, _ `�, _ ! �ca�fi. '`�� —�— _1NTER•'1.`EP ,, �SI1=LF _ �• -_ -_�, — _== �A?��{�fSIN�R��C110 � ,,1 z J �E :r -Jam -.._ a a o�, -- .�LTYP�— — G2.' - l0�°_`fi u __sa V ` SE isO'.H Elf. SE 18OTH v STREET �F'; .�3\ - -- C:) Q LO _ _ risQTY. ST a r /m, - _ ` — 7 n + y - v�r I t / I A A _.... L3 I ' � CMICREfE WPLK� / — ° - C T W _ I CD co i - _.. _- - -� _ -- - -- - -_ _- IXUYONGISSUE >- \ \, - _ = - - - - _ _ - _ - — -- - -- - _ -_ ° - - - / / % DESIGN DEV. 11108113 �' COORDINATION 01/15/14 BID SET 05115114 �\ t- -'' �- __ _- � "�/ �' -- - - -- _ -" - -- ` <- __ - - _ - - -- _ \ �s�lry /`3'��� i- LAND USE REVISION 06105114 �. Al ADDENDUM #1 06112114 o- — _ - ''. ,I s, I•,,,,, ii` \`l, t,l \.`.I\ \. ' ��-- -aee_ / / ,- _ 39v - - " -' -- - -I_ .- r__ -I -t7 A2 ADDENDUM#4 07/02114 \ ` \ '•s =i "„ I i ,'1\\ \ \' - _'/ �- _ _ _ __ \�a: — _� - -_ _ ->_ -._ % /. / -,�/ ia,� s�� UTILITY SET 07 116114 y PERMIT REVISION / 08118114 z ,• ., 1 „ \ \ \ :• \ . _ _` / - _ / / ' / ' _ i / /j/ /� ' // ! ,� / �9., rlx o 0 15 30 60 MYLAR `q E 'M):r ' s 1 inch = 30 fC¢t \\\\, CITY OF RENTON Approved by -Rate: 8Z4'/ NO C DATE 1 PEAMnR Slm 0..07.14 uz 6 PERMIT REVISION 07.16.14 4 PERMIT REVISION I MYIM W.19.14 D ! n C 1/4 SECTION NW 32 TOWNSHIP 23 RANGE 05 EROSION AND SEDIMENT CONTROL RECOMMENDED CONSTRUCTION SEQUENCE LEGEND 1. PRE - CONSTRUCTION MEETING. RISER PIPE o - O 00 O STABILIZED CONSTRUCTION 2. POST SIGN WITH NAME AND PHONE NUMBER OF ESC SUPERVISOR (MAY BE o��oo° o °p r \ p \ o ENTRANCE I r; ELEV. 37.4 N CONSOLIDATED WITH THE REQUIRED NOTICE OF CONSTRUCTION SIGN). u �+ I /, ` �I1 Y .0 N SEDIMENT -I SEDIMENT TRAP LOCATED WITHIN THE B CONSTRUCTION FENCE o `O 4a 3'•1 I 3. FLAG OR FENCE CLEARING LIMITS. c o "� 1 rn �r. t STORAGE �V PERMANENT DETENTION POND C2.2 W I' .' 1 v (TYP %) ;jl' a ,' v TESC VOLUME REQUIRED: 3,523 CF - X FILTER FABRIC FENCING o 4. INSTALL CATCH BASIN PROTECTION IF REQUIRED. \v v TESC VOLUME PROVIDED: 15,000± CF o 5. GRADE AND INSTALL CONSTRUCTION ENTRANCE(S). ® CATCH BASIN PROTECTION c y c TEMPORARY CONSTRUCTION FENCE c° j ° N M s . 6. INSTALL PERIMETER PROTECTION ( SILT FENCE, BRUSH BARRIER, ETC.) . DRAINAGE SWALE FILTER #WC i (TYP.) .c N n c Q1 " A DIVIDER 7. CONSTRUCT SEDIMENT PONDS AND TRAPS. 12° DIP CULVERT c 3 I +'II l I CONSTRUCTION ENTRANCE A ��_ C \ ,•, 1 ( ^�� `�,, i I w ,III llj ll', (TYP•) C2.1 °� L e 8. GRADE AND STABILIZE CONSTRUCTION ROADS. CHECK DAM o 0 0 o offfIf 9. CONSTRUCT SURFACE WATER CONTROLS (INTERCEPTOR DIKES, PIPE SLOPE DRAINS, ETC.) P RISER PIPE e \ a I'll SIMULTANEOUSLY WITH CLEARING AND GRADING FOR PROJECT DEVELOPMENT. ° z 6 1 = CLEARING LIMIT 2 \ " \ I 'I 'Io 10. MAINTAIN EROSION CONTROL MEASURES IN ACCORDANCE WITH APPENDIX D OF THE o SURFACE WATER DESIGN MANUAL AND MANUFACTURER'S RECOMMENDATIONS. G. m a III n• T\ .PARRIERS'Skl/�Lt fiE `, 00$ Ot \ L� '' (�j DAM CQ2 11. RELOCATE EROSION CONTROL MEASURES OR INSTALL NEW MEASURES SO THAT AS SITE ` \ CONDITIONS CHANGE THE EROSION AND SEDIMENT CONTROL IS ALWAYS IN ACCORDANCE <� m v -FGEb A WITH THE CITY'S EROSION AND SEDIMENT CONTROL STANDARDS. v RyA4S YILONG� G�, k ` �, _ �. _s�� 12. COVER ALL AREAS THAT WILL BE UNWORKED FOR MORE THAN SEVEN DAYS DURING THE �. 6TER EA9RIE ENCEr - I a; DRY SEASON OR TWO DAYS DURING THE WET SEASON NTH STRAW, WOOD FIBER MULCH, �rstTS�O A&AEOU D Y,\ �'.AAI�, I �� .,�I COMPOST, PLASTIC SHEETING OR EQUIVALENT.r�� ,�14 '� ^. v � . 1►�SPECTDR vv t �Ii I f p� ✓ 1 13. STABILIZE ALL AREAS THAT REACH FINAL GRADE WITHIN SEVEN DAYS. EROSION AND SEDIMENT CONTROL NOTES N,� I I,.'I j i 14. SEED OR SOD ANY AREAS TO REMAIN UNWORKED FOR MORE THAN 30 DAYS. NivgRA ret aF' ) I 111 I 1. DUST CONTROL: PREVENTATIVE MEASURES TO Z MINIMIZE WIND TRANSPORT OF SOIL SHALL BE 15. UPON COMPLETION OF THE PROJECT, ALL DISTURBED AREAS MUST BE STABILIZED AND U) O F e ' P N' I44I 'mM R IMPLEMENTED WHEN A TRAFFIC HAZARD MAY BE BMPS REMOVED IF APPROPRIATE. !_ \ 'I j CREATED OR WHEN SEDIMENT TRANSPORTED BY 16. ANY AREAS OF EXPOSED SOILS, INCLUDING ROADWAY EMBANKMENTS, THAT WILL NOT BE Z Z U rrftu a�� 4 II'1,� I WIND IS LIKELY TO BE DEPOSITED IN WATER DISTURBED FOR TWO DAYS DURING THE WET SEASON (OCTOBER 1ST THROUGH MARCH Rm374103 w J i m RESOURCES 2009 KCSWDM APPENDIX D.3 . I I „ ( ) 30TH) OR SEVEN DAYS DURING THE DRY SEASON (APRIL 1ST THROUGH SEPTEMBER 30) J `, S� �l« �bpf I m h a 'I I SHALL BE IMMEDIATELY STABILIZED WITHTHE APPROVED ESC COVER METHODS (E.G., Q (n SEEDING, MULCHING, PLASTIC COVERING, ETC. li pl�, NJOIGOia� tr \ _J` I / III II ( °!tl 11 )• Z ; `' . „, ,/z eP ss 17. DURING THE TIME PERIOD OF OCTOBER 1STTHROUGH MARCH 30TH, ALL PROJECT Z W = �” i' „, I I I J I !I l'- „„ o I, ; E ; ' " ° DISTRIBUTED SOIL AREAS GREATER, THAT ARE TO BE LEFT UN- WORKED FOR MORE THAN — O ~ 'r 1 + ; -Iff d' ! ^ II II - 12 HOURS, SHALL BE COVERED BY MULCH, SODDING OR PLASTIC COVERING. z l' r I p_ f`J ' 1 1/,' A2 S .I I I I I w Y t p, � I n I , 1 _ 1 h - - - - _ - - _ -_ __ __ _ e nuc -ias - � - ec`cxear � -`, �.'Y 1 1 (i Z W ^T \ \_ _e n`a,__ -__ __, - _ - - ,83 r f _ ---I 1�— � Z °� D Lam' \ \� _ - .. aa_ a _ _ Q Y [' a ' o •%' -r-. T-i / r . \\ \\ � \ -' ¢ � _ _ _ _ ''- _- �:..q -..�— _ � _� - (�a 0 3e �'�� ,il , \ �. W e - - -" D <,- r.,. Lr, _ `�, _ ! �ca�fi. '`�� —�— _1NTER•'1.`EP ,, �SI1=LF _ �• -_ -_�, — _== �A?��{�fSIN�R��C110 � ,,1 z J �E :r -Jam -.._ a a o�, -- .�LTYP�— — G2.' - l0�°_`fi u __sa V ` SE isO'.H Elf. SE 18OTH v STREET �F'; .�3\ - -- C:) Q LO _ _ risQTY. ST a r /m, - _ ` — 7 n + y - v�r I t / I A A _.... L3 I ' � CMICREfE WPLK� / — ° - C T W _ I CD co i - _.. _- - -� _ -- - -- - -_ _- IXUYONGISSUE >- \ \, - _ = - - - - _ _ - _ - — -- - -- - _ -_ ° - - - / / % DESIGN DEV. 11108113 �' COORDINATION 01/15/14 BID SET 05115114 �\ t- -'' �- __ _- � "�/ �' -- - - -- _ -" - -- ` <- __ - - _ - - -- _ \ �s�lry /`3'��� i- LAND USE REVISION 06105114 �. Al ADDENDUM #1 06112114 o- — _ - ''. ,I s, I•,,,,, ii` \`l, t,l \.`.I\ \. ' ��-- -aee_ / / ,- _ 39v - - " -' -- - -I_ .- r__ -I -t7 A2 ADDENDUM#4 07/02114 \ ` \ '•s =i "„ I i ,'1\\ \ \' - _'/ �- _ _ _ __ \�a: — _� - -_ _ ->_ -._ % /. / -,�/ ia,� s�� UTILITY SET 07 116114 y PERMIT REVISION / 08118114 z ,• ., 1 „ \ \ \ :• \ . _ _` / - _ / / ' / ' _ i / /j/ /� ' // ! ,� / �9., rlx o 0 15 30 60 MYLAR `q E 'M):r ' s 1 inch = 30 fC¢t \\\\, CITY OF RENTON Approved by -Rate: 8Z4'/ NO REV DATE 1 PEAMnR Slm 0..07.14 3 PERMIT REVISION 07.16.14 4 PERMIT REVISION I MYIM W.19.14 D ! n C / ' _ /"mil �.- 7. 4wx Call 811 Approved y Date. before n,' Y 9 Y � _� -� $ A� AA Yc �:� vAA. a �� v _� _ -sn oar _ - -- �'C \\ ✓ \ \ " - �'_ _ ;\`S�� .� «< SCALE: AS NOTED ! -'asE - -- - _ " — �yU� -a,. -° °" _ -CS-cr i `�..� - . % i % '\ Approved by: Date: PLOT DATE: PROTECV SLOPE DURING CONSTRUT a r a,.,, J ` r - - -� g" _ 08/19/14 _ r,�=a PRINCIPAL OF SANITARY'SEWER PER EROSION __- MAV \ - - - - s: _ PROJ. MGR: CONTROL -NOTES AND /OR AS REQUIRED j� fi a 3 _ _ y� _ _ Approved by: Date: AGC CITY /BOOS CREE�C INSPElTOR SEE \ _ -_ _ _ _ _ «! ' _' s \ „ „ .^ P 64 DRAFTER TAD LANDSCAPE F> RESTCfRAT10N DETA16S , `vim s - TRIAD w ;� ,,, b4e - JIM CITY OF VANTAGE POINT APARTMENTS o. AS NOTED D��T 8 -19 -2014 AGC SZ 1�G1� 1l/l� ON SITE IMPROVEMENT PLANS TAD �� DATUM arlo Nz SZ Planning /Building /Public Works Dept. TESC PLAN C2,0 NO. REVISION BY DATE APPR AM � � '�` 3 °5 61 CD: r2- 3 7 kt I 0-;�, y oa D ! n C a zJ g� w Q Z b w O fY a c m z U E n a N Q 6' 0 jm i WE OF a Sl \N`°FON O "' PRIOR TO INSTALLATION TN ry ENTxnxGE To AVOID FX / Dnnwcmc OFME ROnpWAr �Y IT I6 RECOMMENCED THAT THE R =t5'MIN, '1� J \ C.= BE CROWNED SO THAT RuxDEF XI.FFTHE rao 2 He N1 p.LOHUVFRi IF MERE \ 45 /. RYA WEmPr GRE6ENT. wS ERGriV FgAJ' $lA�9Mg5 P BOY<RAY SPALLS GEOTE%TILE \ y , 12' MIN THICKNESS -_ 1 \ \ /, ✓D "•. F NOTES V I,WxcBSCGHESS Ax;A I. CONDTTON GF 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. 2. DESIGNANDIXSTALLATION SPECIFICATIONS 2.I. HOG FUEL (WOOD BASED MULCH) MAY BE SUBSTITUTED FOR OR COMBINED WITH QUARRY SPALLS IN ARES THAT WILL SOT BE USED FOR PERMANENT ROADS, HOG FUEL IS NOT RECOMMENDED FOR ENTRANCE STABILIZATION IN URBAN AREAS. THE INSPECTOR MAY ATANY TIME REQUIRE THE USE OF QUARRY SPALLS IF THE HOG FUEL IS NOT PREVENTING SEDIMENT FROM BEING TRACKED ONTO PAVEMENT OR IF THE HOG FUEL IS BEING CARRIED ONTO PAVEMENT. 2.2. FENCING SHALL BE INSTALLED AS NECESSARY TO RESTRICT TRAFFIC TO THE CONSTRUCTION ENTRANCE. 23. 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. 1 MAINTENANCE STANDARDS 3.1. QUARRY SPALLS SHALL SE ADDED IF THE PAD IS NO LONGER IN ACCORDANCE WITH THE SPECIFICATIONS. 3.2. IF THE ENTRANCE IS NOT PREVENTING SEDIMENT BEING TRACKED ONTO PAVEMENT, THEN ALTERNATIVE MEASURES TO KEEP THE STREETS FREE OF SEDIMENT SHALL BE USED. THIS MAY INCLUDE STREET SWEEPING, AN INCREASE IN THE DIMENSIONS OF THE ENTRANCE, OR THE INSTALLATION OF THE WHEEL WASH. IF WASHING IS USED, IT SHALL BE DONE ON AN AREA COVERED WITH CRUSHED ROCK, AND WASHED WATER SHALL DRAIN TO A SEDIMENT TRAP OR POND. 33. ANY SEDIMENT THAT IS TRACKED ONTO PAVEMENT SHALL BE REMOVED IMMEDIATELY BY SWEEPING. THE SEDIMENT COLLECTED BY SWEEPING SHALL BE REMOVED OR STABILIZED ON SITE THE PAVEMENT SHALL NOT BE CLEANED BY WASHING DOWN THE STREET. EXCEPT WHEN SWEEPING IS INEFFECTIVE AND THERE IS A THREAT TO PUBLIC SAFETY. IF IT NECESSARY TO WASH THE STREETS. A SMALL SUMP MUST BE CONDUCTED. THE SEDIMENT WOULD THEN BE WASHED INTO THE SUMP WHERE IT CAN BE CONTROLLED AND DISCHARGED APPROPRIATELY. 3A ANY QUARRY SPALLS THAT ARE LOOSENED FROM THE PAD AND END UP ON THE ROADWAY SHALL BE REMOVED IMMEDIATELY. 35. IF VEHICLES ARE ENTERING OR EDITING THE SUES AT POINTS OTHER THAN THE CONSTRUCTION ENTRANCES), FENCING SHALL BE INSTALLED TO CONTROL TRAFFIC. ., - -\ STD. PLAN - 215.10 T PUBLIC WORKS STABILIZED ..____.._ ___..___ ....................... .\�;. DEPARTMENT CONSTRUCTION ENTRANCE MARCH 2008 GMBRNSItf 510FBNGTX ASTADG]51) iN P51 MIN. GMBIFNSIIEFtONW110H 1A51MD<63]1 J. M4l(. MULLFH WRSi STRENGTH 0.51MD3T�tYlA1 103PSI MIN. ADSIASTM DCJSU W<S (IT, . ETANDAPD SIEVE SRE 8' -0 MIN., 121 -0 MAX. BD Nm mm A C2.0 IVY13TED SELVAGE TOP AND BOTTOM NOTES 1. CHAIN LINK FABRIC TO BE MIN. 11 GAUGE, GALVANIZED. NO RUSTED OR EXCESSIVELY MALFORMED FABRIC. 2. FENCE BASES SHALL BE OF SUFFICIENT WEIGHT AND /OR SPREAD TO ADEQUATELY SUPPORT EACH PANEL 3. PANEL -TO -PANEL CONNECTIONS SHALL BE MADE AT A MIN. TWO LOCATIONS PER CONNECTION UNLESS OTHERWISE APPROVED. 4. PROVIDE CONSTRUCTION WARNING SIGNAGE AT 50' O.C. ALONG FENCING INSTALLATION. TEMPORARY CONSTRUCTION FENCE NTS CITY OF RENTON Approved by: Date:I ' Approved by: Date: Approved by: Date: Approved by: Date: MAX. 8N 1/4 SECTION NW 32 TOWNSHIP 23 RANGE 05 YQ'BV ltfu. N1REOR E. Fn rvu.urLTn sxr�eru emax.BE SRIGrtO uEHrSTAxmaD .R wM FANac usED LJ - NWIxW. ; TRENGI � `��L \ \ \\ IXNLL,ISNGxWmI YID \ l' WWEPoS HAMESCIL iOf IW RE BANG IBU6E0 ' iS. STEEIFENLE COST¢, PEGR OR EOLNVILFMT NOTES L CONORION OF USE 11.1. SILTFENLE MAY BE USED DONNSLWE OF AU- DISTURBED AREAS. 2 SILT FENCE IS NOT INTENDED TO TREAT CONCENTRATED FLO'NS, NOR IS INTENDED TO TREAT SUBSTANTIAL AMOUNTS OF OVERLAND FLOW. ANT CONCENTRATED FLOW MOST BE CONVEYED THROUGH THE DRAINAGE SYSTEM TO q SEDIMENT TRAP OR POND. ]. DESIGN AND BSTALLATON SPECIFIGl10x8 3.1. THE GEOTEXTILEU3ED MOST MET THE STANDARD LISTED BELLOW .ACgW OF THE MANUFACTURERS FABRIC SPECIFICATIONS MOST BE AM Me IN N POSONSEARDSHMINCRENSFIC KWORENBREFIENSWOKAJOBTRANBECEI F 22. STANDARD STRENGTH FABRIC REQUIRES WIRE BALKING 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. 23. WHERE THE FENCE IS INSTALLED. THE SLOPE SHALL NOT DE STEEPER TINN 2H:1V 3.6. IF A TYPICAL SILT FENCE IS USED, THE STANDARD O]U TRENCH MAY NOT BE REDUCED AS CONGAS THE BOTTOM 8 INCHES OF THE SILT FENCE IB WELL BURIED AND SECURE IN A TRENCH THAT STABILIZES THE FENCE AND DOES NOT ALLOW WATER TO BYPASS OR UNDERMINE THE SILT FENCE. ], tlNH1EMANLE STANOAR08 3.1. ANY DAMAGE SHALL BE REPAIR IMMEDIATELY. 3.2 IF CONCENTRATED FLOES ARE EVIDENT UPHILL 00 THE FENCE. THEY MUST BE INTERCEPTED AND CONVEYED TO A SEDIMENT TMP OR FOND. 3.3. IT IS IMPORTANT TO CHECK THE UPHILL SIDE OF THE FENCE FOR SIGNS OF THE FENCE CLOGGING AMID ACTING AS BMRIER TO FLOW AND THEN CAUSING CHANNEUTATIgi OF FLOWS PARALLEL TO THE FENCE. IF THIS OCCURS, REPLACE THE FENCE OR REMOVED THE TRAP BEOIMENi. 3 4 . SEDIMENT MOST BE REMOVED WHEN SEDIMENT IS INCHES HIGH, 15. IF THE FILTER FABRIC (GEOTEXTILEI HAS DETERIORATED DUE TO ULTRAVIOLET BREAKDOWN. IT SHW.L BE REDUCED. PUBLIC WORKS i SILT FENCE SM. PLAN - 214.00 DEPARTMENT I - - - MARCH 2008 ParEMnExE GAP PERECRATED oPAI TLBIxa. mMErEEa COAST TH. w. T W1GERlMAM DEWATEwNGgIIDCE. iLBN„ Sx4LL COLDLY KAwrtaTram. PUBLIC WORKS DEPARTMENT REVwEa➢EgwTE Gn4Cplx ETU RISEN I ��� DEWATENNGOWFKE,SUfrMLE TAIX\YELO L'W61EEL 6,LB I.IIx, \ i i owAE,ERAS PERrxwuno s wx. I CONCRETE B0.5E I--- z. msfa file x.x. SEDIMENT POND RISER DETAIL ALlERN4nvELV. NETLLSL01tE5 wehxnmzcto *An6v� D SID. PLAN - 218.10 as MARCH 2008 czo C L' MA%. 00.4:NAGE GRATE ILA 9 _ � GRATE FRAME sfDIME.ur ANO Dfeal6 \y OVERFLOW BYPASS D \h .BELOW wIET GRATE OEVCE �1 FILTERED SECTION VIEW OMINAGE CRATE - RECTANGVIAR GFATESNOWN � BETRIEVAL 6Y6TENDYPJ O I � GE-ON INLETGMTEOEVICE OVEPFLOX 0YC0.SSLIYP.1 180METRIC VIEW MOTES I Srse the Below Inlet Grate Gevice BENDS) tm Ure elpm wales SlN JUre 11 w049v1m. 1. The 81G0 aM1all have buil4in hglnOwHIM Mlam lDVarMx bypass). J. TM1e raMeval system mull albw removal oI1M1a BIGO wlVrout spllllrg th mlletleU malerul. <. PercoRx mamreRaNm In aFmraanm with sumam speL'Inwnw e.pT311s). SID. PLAN - 218.90 !a �� PUBLIC WORKS � CATCH BASIN FILTER DEPARTMENT 'I WATER" I I i A A Q ' FNS I MARCH 2008 Pra 1 EL LBGTTDM � III =Tr w - _- - aM I -I �LIIII ill -ill =III .,,_ I I SWALE SPAONG DEPEND6QY SLOPE GRAOIENi NOTES 1. CONDITION OF USE 1.1. REQUIRED AT 1.1.1. THE TOP OF ALL SLOPES IN EXCESS OF 3H:1 V AMID WITH MORE THAN 20 FEET OF VERTICAL RELIEF. 1.1.2 AT INTERVALS ON ANY SLOPES THAT EXCEEDS THE DIMENSIONS SPECIFIED BELLOW. 2. DESIGN AND INSTALLATION SPECIFICATIONS 2.1. FOR SLOPES STEEPER THAN 2H IV WITH MORE THAN iD FEET OF VERTICAL RELIEF, BENCHES MAY BE CONSTRUCTED OR CLOSER SPACED INTERCEPTOR SWALES MAY BE USED. THE DESIRE MEASURE MOST BE DESIGNED BYAN ENGINEER TO EFFECTIVELY INTERCEPT THE HIGH VELOCITY RUNOFF TO A SEDIMENT POND OR TRpP. 22 CONSTRUCTION TRAFFIC OVER TEMPORARY SWALES SHALL BE MINIMQED. 3. MAINTENANCE STANDARDS 3.1. DAMAGE RESULTING FROM RUNOFF OR CONSTRUCTION ACTIVITY SHALL BE REPAIRED IMMEDIATELY. 3.2. IF THE FACILITY DO NOT REGULARLY RETAIN STORM RUNOFF, THE CAPACITY ANCHOR FREQUENCY OF THE SWALES SHALL BE INCREASED. R- 314104 SID. PLAN - 217.10 ��. PUBLIC WORKS Cz' 13 INTERCEPTOR SWALE �7i 2 DEPARTMENT ?vTO MARCH 2008 AVERAGESLOPF SLOPF PERCEN fIOWPpTIIFNGTH XIN:SV 35% 3001111' IpT0 E0 H:1V S1pk 1COFEET (OT➢10)H:1V 1635% 1COFEET 3 T04 N:1V 3SSyA Sp FEET C2.D UJ co rw- (/) O W Z J = J Y Q Z � � O W Q W � Q Y Z � Z C•^) W � V = Q� O F-- A TO L y N N W Lo lj 0 y laN i •�NLb t h t3N Q N I- � � Q Z � >o Q AOl� � VI DRAWING ISSUE DESIGN DEV. 11108113 COORDINATION 01115114 BID SET 05/15/14 LAND USE REVISION 06105/14 Al ADDENDUM #1 06112114 A2 ADDENDUM #4 07102114 UTILITY SET 07116/14 PERMIT REVISION 1 06119/14 MYLAR NO REV DATE 1 PERMRREVISION OfiAT.14 3 PERAIRREYIBION W.1fi.11 4 PERIIRREYiBIONIMYIM 08.19.14 • Call 811 � Two business days before you dig SCALE: AS NOTED ePLOT DALE: 08 /19/14 Q2.D PRINCIPAL MAV PROJ. MGR: IMIC AGC UCP U14001164 DRAFTeR TAD TRIAD SAS NOTED VANTAGE POINT APARTMENTS B-19-2014 AGC sz � �MN ON SITE IMPROVEMENT PLANS TAD L TESC DETAILS C2. � � � Planning/Building/Public Works Dept. N0. REVISION BY DATE APPR AAnfoha AGC �"�'p11p"0LY am: s: 61 4 TO ULTRAVIOLET BREAKDOWN. IT SHW.L BE REDUCED. PUBLIC WORKS i SILT FENCE SM. PLAN - 214.00 DEPARTMENT I - - - MARCH 2008 ParEMnExE GAP PERECRATED oPAI TLBIxa. mMErEEa COAST TH. w. T W1GERlMAM DEWATEwNGgIIDCE. iLBN„ Sx4LL COLDLY KAwrtaTram. PUBLIC WORKS DEPARTMENT REVwEa➢EgwTE Gn4Cplx ETU RISEN I ��� DEWATENNGOWFKE,SUfrMLE TAIX\YELO L'W61EEL 6,LB I.IIx, \ i i owAE,ERAS PERrxwuno s wx. I CONCRETE B0.5E I--- z. msfa file x.x. SEDIMENT POND RISER DETAIL ALlERN4nvELV. NETLLSL01tE5 wehxnmzcto *An6v� D SID. PLAN - 218.10 as MARCH 2008 czo C L' MA%. 00.4:NAGE GRATE ILA 9 _ � GRATE FRAME sfDIME.ur ANO Dfeal6 \y OVERFLOW BYPASS D \h .BELOW wIET GRATE OEVCE �1 FILTERED SECTION VIEW OMINAGE CRATE - RECTANGVIAR GFATESNOWN � BETRIEVAL 6Y6TENDYPJ O I � GE-ON INLETGMTEOEVICE OVEPFLOX 0YC0.SSLIYP.1 180METRIC VIEW MOTES I Srse the Below Inlet Grate Gevice BENDS) tm Ure elpm wales SlN JUre 11 w049v1m. 1. The 81G0 aM1all have buil4in hglnOwHIM Mlam lDVarMx bypass). J. TM1e raMeval system mull albw removal oI1M1a BIGO wlVrout spllllrg th mlletleU malerul. <. PercoRx mamreRaNm In aFmraanm with sumam speL'Inwnw e.pT311s). SID. PLAN - 218.90 !a �� PUBLIC WORKS � CATCH BASIN FILTER DEPARTMENT 'I WATER" I I i A A Q ' FNS I MARCH 2008 Pra 1 EL LBGTTDM � III =Tr w - _- - aM I -I �LIIII ill -ill =III .,,_ I I SWALE SPAONG DEPEND6QY SLOPE GRAOIENi NOTES 1. CONDITION OF USE 1.1. REQUIRED AT 1.1.1. THE TOP OF ALL SLOPES IN EXCESS OF 3H:1 V AMID WITH MORE THAN 20 FEET OF VERTICAL RELIEF. 1.1.2 AT INTERVALS ON ANY SLOPES THAT EXCEEDS THE DIMENSIONS SPECIFIED BELLOW. 2. DESIGN AND INSTALLATION SPECIFICATIONS 2.1. FOR SLOPES STEEPER THAN 2H IV WITH MORE THAN iD FEET OF VERTICAL RELIEF, BENCHES MAY BE CONSTRUCTED OR CLOSER SPACED INTERCEPTOR SWALES MAY BE USED. THE DESIRE MEASURE MOST BE DESIGNED BYAN ENGINEER TO EFFECTIVELY INTERCEPT THE HIGH VELOCITY RUNOFF TO A SEDIMENT POND OR TRpP. 22 CONSTRUCTION TRAFFIC OVER TEMPORARY SWALES SHALL BE MINIMQED. 3. MAINTENANCE STANDARDS 3.1. DAMAGE RESULTING FROM RUNOFF OR CONSTRUCTION ACTIVITY SHALL BE REPAIRED IMMEDIATELY. 3.2. IF THE FACILITY DO NOT REGULARLY RETAIN STORM RUNOFF, THE CAPACITY ANCHOR FREQUENCY OF THE SWALES SHALL BE INCREASED. R- 314104 SID. PLAN - 217.10 ��. PUBLIC WORKS Cz' 13 INTERCEPTOR SWALE �7i 2 DEPARTMENT ?vTO MARCH 2008 AVERAGESLOPF SLOPF PERCEN fIOWPpTIIFNGTH XIN:SV 35% 3001111' IpT0 E0 H:1V S1pk 1COFEET (OT➢10)H:1V 1635% 1COFEET 3 T04 N:1V 3SSyA Sp FEET C2.D UJ co rw- (/) O W Z J = J Y Q Z � � O W Q W � Q Y Z � Z C•^) W � V = Q� O F-- A TO L y N N W Lo lj 0 y laN i •�NLb t h t3N Q N I- � � Q Z � >o Q AOl� � VI DRAWING ISSUE DESIGN DEV. 11108113 COORDINATION 01115114 BID SET 05/15/14 LAND USE REVISION 06105/14 Al ADDENDUM #1 06112114 A2 ADDENDUM #4 07102114 UTILITY SET 07116/14 PERMIT REVISION 1 06119/14 MYLAR NO REV DATE 1 PERMRREVISION OfiAT.14 3 PERAIRREYIBION W.1fi.11 4 PERIIRREYiBIONIMYIM 08.19.14 • Call 811 � Two business days before you dig SCALE: AS NOTED ePLOT DALE: 08 /19/14 Q2.D PRINCIPAL MAV PROJ. MGR: IMIC AGC UCP U14001164 DRAFTeR TAD TRIAD SAS NOTED VANTAGE POINT APARTMENTS B-19-2014 AGC sz � �MN ON SITE IMPROVEMENT PLANS TAD L TESC DETAILS C2. � � � Planning/Building/Public Works Dept. N0. REVISION BY DATE APPR AAnfoha AGC �"�'p11p"0LY am: s: 61 4 z. msfa file x.x. SEDIMENT POND RISER DETAIL ALlERN4nvELV. NETLLSL01tE5 wehxnmzcto *An6v� D SID. PLAN - 218.10 as MARCH 2008 czo C L' MA%. 00.4:NAGE GRATE ILA 9 _ � GRATE FRAME sfDIME.ur ANO Dfeal6 \y OVERFLOW BYPASS D \h .BELOW wIET GRATE OEVCE �1 FILTERED SECTION VIEW OMINAGE CRATE - RECTANGVIAR GFATESNOWN � BETRIEVAL 6Y6TENDYPJ O I � GE-ON INLETGMTEOEVICE OVEPFLOX 0YC0.SSLIYP.1 180METRIC VIEW MOTES I Srse the Below Inlet Grate Gevice BENDS) tm Ure elpm wales SlN JUre 11 w049v1m. 1. The 81G0 aM1all have buil4in hglnOwHIM Mlam lDVarMx bypass). J. TM1e raMeval system mull albw removal oI1M1a BIGO wlVrout spllllrg th mlletleU malerul. <. PercoRx mamreRaNm In aFmraanm with sumam speL'Inwnw e.pT311s). SID. PLAN - 218.90 !a �� PUBLIC WORKS � CATCH BASIN FILTER DEPARTMENT 'I WATER" I I i A A Q ' FNS I MARCH 2008 Pra 1 EL LBGTTDM � III =Tr w - _- - aM I -I �LIIII ill -ill =III .,,_ I I SWALE SPAONG DEPEND6QY SLOPE GRAOIENi NOTES 1. CONDITION OF USE 1.1. REQUIRED AT 1.1.1. THE TOP OF ALL SLOPES IN EXCESS OF 3H:1 V AMID WITH MORE THAN 20 FEET OF VERTICAL RELIEF. 1.1.2 AT INTERVALS ON ANY SLOPES THAT EXCEEDS THE DIMENSIONS SPECIFIED BELLOW. 2. DESIGN AND INSTALLATION SPECIFICATIONS 2.1. FOR SLOPES STEEPER THAN 2H IV WITH MORE THAN iD FEET OF VERTICAL RELIEF, BENCHES MAY BE CONSTRUCTED OR CLOSER SPACED INTERCEPTOR SWALES MAY BE USED. THE DESIRE MEASURE MOST BE DESIGNED BYAN ENGINEER TO EFFECTIVELY INTERCEPT THE HIGH VELOCITY RUNOFF TO A SEDIMENT POND OR TRpP. 22 CONSTRUCTION TRAFFIC OVER TEMPORARY SWALES SHALL BE MINIMQED. 3. MAINTENANCE STANDARDS 3.1. DAMAGE RESULTING FROM RUNOFF OR CONSTRUCTION ACTIVITY SHALL BE REPAIRED IMMEDIATELY. 3.2. IF THE FACILITY DO NOT REGULARLY RETAIN STORM RUNOFF, THE CAPACITY ANCHOR FREQUENCY OF THE SWALES SHALL BE INCREASED. R- 314104 SID. PLAN - 217.10 ��. PUBLIC WORKS Cz' 13 INTERCEPTOR SWALE �7i 2 DEPARTMENT ?vTO MARCH 2008 AVERAGESLOPF SLOPF PERCEN fIOWPpTIIFNGTH XIN:SV 35% 3001111' IpT0 E0 H:1V S1pk 1COFEET (OT➢10)H:1V 1635% 1COFEET 3 T04 N:1V 3SSyA Sp FEET C2.D UJ co rw- (/) O W Z J = J Y Q Z � � O W Q W � Q Y Z � Z C•^) W � V = Q� O F-- A TO L y N N W Lo lj 0 y laN i •�NLb t h t3N Q N I- � � Q Z � >o Q AOl� � VI DRAWING ISSUE DESIGN DEV. 11108113 COORDINATION 01115114 BID SET 05/15/14 LAND USE REVISION 06105/14 Al ADDENDUM #1 06112114 A2 ADDENDUM #4 07102114 UTILITY SET 07116/14 PERMIT REVISION 1 06119/14 MYLAR NO REV DATE 1 PERMRREVISION OfiAT.14 3 PERAIRREYIBION W.1fi.11 4 PERIIRREYiBIONIMYIM 08.19.14 • Call 811 � Two business days before you dig SCALE: AS NOTED ePLOT DALE: 08 /19/14 Q2.D PRINCIPAL MAV PROJ. MGR: IMIC AGC UCP U14001164 DRAFTeR TAD TRIAD SAS NOTED VANTAGE POINT APARTMENTS B-19-2014 AGC sz � �MN ON SITE IMPROVEMENT PLANS TAD L TESC DETAILS C2. � � � Planning/Building/Public Works Dept. N0. REVISION BY DATE APPR AAnfoha AGC �"�'p11p"0LY am: s: 61 4 C2.D UJ co rw- (/) O W Z J = J Y Q Z � � O W Q W � Q Y Z � Z C•^) W � V = Q� O F-- A TO L y N N W Lo lj 0 y laN i •�NLb t h t3N Q N I- � � Q Z � >o Q AOl� � VI DRAWING ISSUE DESIGN DEV. 11108113 COORDINATION 01115114 BID SET 05/15/14 LAND USE REVISION 06105/14 Al ADDENDUM #1 06112114 A2 ADDENDUM #4 07102114 UTILITY SET 07116/14 PERMIT REVISION 1 06119/14 MYLAR NO REV DATE 1 PERMRREVISION OfiAT.14 3 PERAIRREYIBION W.1fi.11 4 PERIIRREYiBIONIMYIM 08.19.14 • Call 811 � Two business days before you dig SCALE: AS NOTED ePLOT DALE: 08 /19/14 Q2.D PRINCIPAL MAV PROJ. MGR: IMIC AGC UCP U14001164 DRAFTeR TAD TRIAD SAS NOTED VANTAGE POINT APARTMENTS B-19-2014 AGC sz � �MN ON SITE IMPROVEMENT PLANS TAD L TESC DETAILS C2. � � � Planning/Building/Public Works Dept. N0. REVISION BY DATE APPR AAnfoha AGC �"�'p11p"0LY am: s: 61 4 I- � � Q Z � >o Q AOl� � VI DRAWING ISSUE DESIGN DEV. 11108113 COORDINATION 01115114 BID SET 05/15/14 LAND USE REVISION 06105/14 Al ADDENDUM #1 06112114 A2 ADDENDUM #4 07102114 UTILITY SET 07116/14 PERMIT REVISION 1 06119/14 MYLAR NO REV DATE 1 PERMRREVISION OfiAT.14 3 PERAIRREYIBION W.1fi.11 4 PERIIRREYiBIONIMYIM 08.19.14 • Call 811 � Two business days before you dig SCALE: AS NOTED ePLOT DALE: 08 /19/14 Q2.D PRINCIPAL MAV PROJ. MGR: IMIC AGC UCP U14001164 DRAFTeR TAD TRIAD SAS NOTED VANTAGE POINT APARTMENTS B-19-2014 AGC sz � �MN ON SITE IMPROVEMENT PLANS TAD L TESC DETAILS C2. � � � Planning/Building/Public Works Dept. N0. REVISION BY DATE APPR AAnfoha AGC �"�'p11p"0LY am: s: 61 4 07116/14 PERMIT REVISION 1 06119/14 MYLAR NO REV DATE 1 PERMRREVISION OfiAT.14 3 PERAIRREYIBION W.1fi.11 4 PERIIRREYiBIONIMYIM 08.19.14 • Call 811 � Two business days before you dig SCALE: AS NOTED ePLOT DALE: 08 /19/14 Q2.D PRINCIPAL MAV PROJ. MGR: IMIC AGC UCP U14001164 DRAFTeR TAD TRIAD SAS NOTED VANTAGE POINT APARTMENTS B-19-2014 AGC sz � �MN ON SITE IMPROVEMENT PLANS TAD L TESC DETAILS C2. � � � Planning/Building/Public Works Dept. N0. REVISION BY DATE APPR AAnfoha AGC �"�'p11p"0LY am: s: 61 4 NO REV DATE 1 PERMRREVISION OfiAT.14 3 PERAIRREYIBION W.1fi.11 4 PERIIRREYiBIONIMYIM 08.19.14 • Call 811 � Two business days before you dig SCALE: AS NOTED ePLOT DALE: 08 /19/14 Q2.D PRINCIPAL MAV PROJ. MGR: IMIC AGC UCP U14001164 DRAFTeR TAD TRIAD SAS NOTED VANTAGE POINT APARTMENTS B-19-2014 AGC sz � �MN ON SITE IMPROVEMENT PLANS TAD L TESC DETAILS C2. � � � Planning/Building/Public Works Dept. N0. REVISION BY DATE APPR AAnfoha AGC �"�'p11p"0LY am: s: 61 4 /19/14 Q2.D PRINCIPAL MAV PROJ. MGR: IMIC AGC UCP U14001164 DRAFTeR TAD TRIAD SAS NOTED VANTAGE POINT APARTMENTS B-19-2014 AGC sz � �MN ON SITE IMPROVEMENT PLANS TAD L TESC DETAILS C2. � � � Planning/Building/Public Works Dept. N0. REVISION BY DATE APPR AAnfoha AGC �"�'p11p"0LY am: s: 61 4 W Q Z U W O K a m e U E n a N a Q a ROCK MUST COMPLETELY COVER THE 5n /BOTTOM AND SIDES OF THE U-11 E f// V 2EMINI 2:1 FLUFFS 2 "1`RCCN L z THE DISTANCE A AND 6ARE OF EQUAL ELEVATION —III _ �A B NOTES 1. CONDITION OF USE 11. WERE CONCENTRATED RUNOFF FROM DISTURBED AREAS TO AND FROM PONDS OR TRAPS. t.2. TO CONVEY RUNOFF INTERCEPTED FROM UNDISTURBED AREAS AROUND THE SITE TO A NON - EROSIVE DISCHARGE POINT. 2. MAINTENANCE STANDARDS 2.1. ANY SEDIMENT DEPOSITION OF MORE THAN 0.5 FEET SHALL BE REMOVED 50 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 RIII OR AN EROSION CONTROL BLANKET. S_?V_f SAD. PLAN — 217.40 PUBLIC WORKS CHECK DAMS SPACING AND DEPARTMENT CROSS SECTIONS MARCH 2008 cAo i R 1/4 SECTION NW 32 TOWNSHIP 23 RANGE 05 t'WN I DEPTHr., r$ETRINGOEPM —I tr��11 1' DEPTHY <' -1 -t4' WABHED GW.V0. CROSS SECTION NTS NT STOPAGE NOTE: MAY BE CONSTRUCTED BY EXCAVATION OR BY BUILDING A BERM I GVENROW DEPTH OD OW CHANNEL IF CDNSTRUCT E%DAVA9ON, FILTER FABPIC FENONG PUBLIC WORKS SEDIMENT TRAP SM. PLAN — 211'00 DEPARTMENT - MARCH 2008 M X&I DESQNED� TRIAD I AS NOTED I DIC Cpl I amv¢ NU �—� SZ wr wEexwl N0. REVISION BY DATE APPR .m,oWU AGC R- 314105 CITY OF RENTON Approved by: �- Date:9-zW,/ Approved by: 1 � Date: Approved by: Approved by: UCP U14001164 ' sg CITY OF RENTON DATUM Planning /Building /Public Works Dept. O L.LI z J J J_ En cn LLJ Y Q Z M F- QOO of H w ¢ w O w z� U d a. ry LLJ Lu Lu (D = a o < o ¢Q Z > o Q o o m o DRAWING ISSUE w L 11108/13 q N BID SET 05115114 LAND USE REVISION I Al ADDENDUM #1 � A2 ADDENDUM #4 0 UTILITY SET 07116114 U j^�- MYLAR o, N PRINCIPAL t °N AGC t3 r 0 Q O L.LI z J J J_ En cn LLJ Y Q Z M F- QOO of H w ¢ w O w z� U d a. ry LLJ Lu Lu (D = a o < o ¢Q Z > o Q o o m o DRAWING ISSUE REV DESIGN DEV. 11108/13 COORDINATION 01115114 BID SET 05115114 LAND USE REVISION 06/05/14 Al ADDENDUM #1 06/12/14 A2 ADDENDUM #4 07102/14 UTILITY SET 07116114 PERMIT REVISION 1 08119114 MYLAR NO REV DATE 1 PERMIT REVI9019 1 OSA7.1 • 3 PERMR REMSION 07.16.1 4 PERMIT REVISMIMYIM 08.19.14 AS NOTED PLOT DATE: 08119/14 PRINCIPAL DRAFTER TAD DE1e VANTAGE POINT APARTMENTS 8 -19 -2014 ON SITE IMPROVEMENT PLANS TESC DETAILS C2.2 >m 5 DD 61 CD' z - __2� `r! I 6 • Call 811 • two business days before you dig SCALE: AS NOTED PLOT DATE: 08119/14 PRINCIPAL MAV PROD. MGR: AGC DRAFTER TAD DE1e VANTAGE POINT APARTMENTS 8 -19 -2014 ON SITE IMPROVEMENT PLANS TESC DETAILS C2.2 >m 5 DD 61 CD' z - __2� `r! I 6 w zz U W 00 Of OL I a U 0 U in 0 H d 8 m z E s N - - - PC STA 61 +62.74 88'58'26 "W 1 PT STA 1 A = 107'01'51" 01 61 +97.30 R= 18.50' 1 \ \ PC STA ALIGNMENT NORTH LOT \ \ \� 63 +01.19 '-Y 1 4 = 66'30'50" R = 18.50' PT STA 63 +22.65 - S82'31'07 "E PT STA - 41 +76.99 41 I <r _ I u lu i r ml PC STA 43 +7210 PT STA 61 +42.87 A = 72'58'09" R = 18.50' PC STA 61 +19.31 INTERSEC1ION EQ ACCESS DRIVE STA 41 +26.00 NORTH LOT POB STA 60 +00.00 PI STA 40 +44.50 41 +00 - X31'07 "W PC STA 41 +24.42 i 0 v A = 86'03'42" d I R = 35.00' ' INTERSECTION EQ ACCESS DRIVE STA 41 +56.87 NORTH LOT POE STA 63 +39.10 3�Z3 I �I PC STA. ' 70 +51.6 1 1/4 SECTION NW 32 TOWNSHIP 23 RANGE 05 i 105TH PLACE SE - SE 180TH STREET j m POB STA 10 +00.00 / FOUND MONUMENT AT INTERSECTION OF 105TH PLACE SE AND SE CARR ROAD I w (n W U I g CL. S o F•- rn -t 0 o� _ I 43 "W A = 102x5'57 R = 35.00' \° - A = 14'14'35 _ ._. R= 117.71' A = 102'59'46" fV PT STA R = 35.00' I A = 50'04'30" 44+02.69 PCC STA. R = 35.00' '�xo 71 +14.32 PCC STA. 71 +43.58 see mss ALIGNMENT LOOP ALIGNMENT ACCESS DRIVE 3 U7 1. ul PC STA \ 45 +20.01 I.� X � 00 INTERSECTION EQ 105TH PLACE SE STA 20 +44.15 ACCESS DRIVE POE STA 40 +00.00 105TH PLACE SE - SE 180TH STREET PC STA 21 +65.81 FOUND MONUMENT SEE NOTE 1 INTERSECTION EQ 105 PLACE SE - SE 180TH STREET STA 21 +88.59 LOOP POB STA 70 +00.00 11D r 'c" i /z 119S �� -DSDi a x c VIC e C.x - D 07 ,ndi "' INTERSECTION EQ - - ''" n SE 180TH STREET ` :n41 STA 25 +69.48 105TH PLACE SE - SE 180TH STREET ACCESS DRIVE POE PT STA 22 +87.84 -- -- STA 51 +14.98 FOUND MONUMENT SEE NOTE 1 - -- -- - -_ - _ - ALIGNMENT ` 105TH PLACE SE - SE 180TH STREET SE 18OTH STREET �- 24 +00 25 +00 23 +00 INTERSEEIIC N EEQ - - - - 105 PLACE SE - SE 180TH STREET PI STA 81 +50.81 - STA 22 +40.74 PT STA. LOOP POE STA 72 +58.22 72 +06.50 VIS 1931" 94" TUGNMENT SOUTH LOT - 8 \ }00 N8�8'09'28 "E S88'S9'21" 82 }00 PT STA A = 89'344'21" �_ 50 +00 � R - 35 00' A = 180'00'00" R = 35.00' PC STA - 46 +99.82 A = 42'00'33 '' - _ - G R = 35.00' 46 +00 S80 3g �. 53 "E PT STA 45 +45.67 47 +00 y A = 61'44'24" R = 35.00' " °u6.` �� �srtn iw I spies 'G NO. REVISION / PRC STA x I 49 +22.81 A = 35.00' R= 35.00' INTERSECTION EQ - - - - \ pp ACCESS ROAD PT STA 49 +77.52 N88'09'28 "E SOUTH LOT POE STA 82 +32.15 °i -� 48 +00 PT STA PC STA 47 +68.42 48 +69.84 INTERSECTION EQ <' D = 50'33'45" ACCESS DRIVE � � "� R = 50'33' STA SS DRIVE / = 314106 PRC STA SOUTH LOT POB 47 +37.53 STA 80 +00.00 NOTES: 1. ALIGNMENT GEOMETRY SHALL BE BASED ON CENTERLINE OF 105 PLACE SE AND SE 180TH STREET, AS SHOWN ON SURVEY BY TRIAD ASSOCIATES DATED 10/3/2013 AND BY STATIONING ASSIGNED HEREON. 105TH PLACE SE - SE 180TH STREET POE STA 30 +32.10' INTERSECTION OF SE 180TH STREET & 108TH AVENUE SE ��3,•E - 26 +00 PT STA 50 +72.38 I A = 92'51'22" R = 35.00' Ao! PC STA 50 +1 0 15 30 60 / 1 inch = 30 feet CITY OF RENTON Approved by: - Date: 8•z1.7 ORNWINGISSUE REV DESIGN DEV. 11108113 q' N c �C�4 Lu 2 I Al ADDENDUM #1 � W Z J� 07116/14 U � � p1 N Jg `;tom h t 3 N 0 00 Q Z ORNWINGISSUE REV DESIGN DEV. 11108113 COORDINATION O BID SET 05115/14 Z 06105/14 Al ADDENDUM #1 06112114 W Z J� 07116/14 PERMIT REVISION 1 = Jg Q Z uJ O � ~ Q Lu < Q Y U) Z U O a � (D = Q O H Z > 0 Q� CIO > ORNWINGISSUE REV DESIGN DEV. 11108113 COORDINATION 01115/14 BID SET 05115/14 LAND USE REVISION 06105/14 Al ADDENDUM #1 06112114 A2 ADDENDUM #4 07/02/14 UTILITY SET 07116/14 PERMIT REVISION 1 08/19/14 MYLAR NO REV DATE 1 PERMIT REVISION D5.0114 3 PERMIT REVISION 07.16.14 4 PERMIT REVISION I MYUR 08.19.14 Call 8Jays Approved by: R/�` Date: z �f • • two business before you dig Approved by: Date: SCALE: AS NOTED PLOT DATE: 08119/14 PRINCIPAL MAV Approved by: Date: PRCJ.MGR: AGC UCP U14001164 DRAFER TAD mN"nm TRIAD AS NOTED �, ,lg LjZy OF VANTAGE POINT APARTMENTS 8 -19 -2014 Acc AD RENMN ON SITE IMPROVEMENT PLANS PRYIt DATUM Z .O SZ ~� Planning /Building /Public Works Dept. ALIGNMENT PLAN BY DATE APPR "*"OhR AGC x.4r: Y '°" 6 °' 61 Cb' rz - -�;-7wa6 17- FFF 440 420 400 W 380 Q Z U Of 360 0- m U n 1 s N a W m m a w W In I O O 0 4o LO N W Z J 2 H a 46 +00 CROSS SLOPE TRANSITION TO EXIST. ROADWAY 46 +40 46 +80 47 +20 2% LEFT 47 +60 - -..... N e ........ CROSS SLOPE TRANSITION . - 2% LEFT N 1/4 SECTION NW 32 TOWNSHIP 23 RANGE 05 C! + SLOPE. MAINTAIN o aCD �h UTILITY SET N R PS °AM"D 1°` .... -N .. -.. ... ...... N N + N + CROSS SLOPE TRANSITION TO EXIST. ROADWAY', CV °w U) °00 Od + 117 -2.89% REVISION 380 t'N') + -- --- p+j sl- + in + + ..... + .. _..a ......... ......... MO ... -.r rn a 1 ao SLOPE. MAINTAIN POSITIVE DRAINAGE 'N-- ---.. - -.... : ......._.. -... _- .. -...- .- -- -- ........... ........�. 4 rn rn m rn Zoo I C7 360 Q , V) w Cli CROSS SLOPE Q z > Z L IF- o aw Cn cn Q a. M 00 I w U 2% RIGHT ... .- ......... ��� o= > .......... ... 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N e ........ CROSS SLOPE TRANSITION . - 2% LEFT N c M + co + C! + SLOPE. MAINTAIN o aCD �h UTILITY SET N R PS °AM"D 1°` .... -N .. -.. ... ...... N N + N + II .............. • 1n CV °w U) °00 Od + 117 -2.89% REVISION 380 t'N') + -- --- p+j sl- + in + + ..... + .. _..a ......... ......... MO ... -.r rn a 1 ao + m -- - -- 'N-- ---.. - -.... : ......._.. -... _- .. -...- .- -- -- ........... ........�. 4 rn rn m rn Zoo I C7 360 Q , V) w Cli Q z > Z L IF- o aw Cn cn Q a. M 00 I w U cn 0.w ��� o= > d LW d W S dw J S 0.w J yaw S J S ri_w J I - - -- — -- - -- - -- - --1b0% a -A =4007 401% Q - 1.39 %_ A -350% 1.75 %I z -4689 - -- : - - - eRnn. M O n M rn Mj O rn O join: N 46 +00 CROSS SLOPE TRANSITION TO EXIST. ROADWAY 46 +40 46 +80 47 +20 2% LEFT 47 +60 - -..... N e ........ CROSS SLOPE TRANSITION . - 2% LEFT rn c TO EXIST. ROADWAY + co + + + SLOPE. MAINTAIN { aCD �h UTILITY SET N R PS °AM"D 1°` .... -N .. -.. ... ...... N N + N + II .............. ............. 00 °w U) °00 1 I xmac.la1 A9C"°°06 C3.1 -2.89% REVISION 380 M -. -O- -- --- c:!) .... ........ ..._. ......... {' .. ^.. . ..... + h ......... ......... MO _..___ N ... -- __ ....._. LQ ..... ........ M____. ...... O+ 4 xi �...._. m P+'j Zoo I C7 360 Q , V) w Cli Q z > Z L IF- o aw Cn cn Q a. M 00 I w U cn 0.w ��� o= > 4.50% 2.14 % -- - 0�0 % - - =- - -- -- 4.- - -_ V = H Q I z M O n M rn Mj O rn O N ^ N a0 00 N M (YJ M O0 00 N a' N M 30 N W N � M M M M M M M M M M oa M M M M 46 +00 CROSS SLOPE TRANSITION TO EXIST. ROADWAY 46 +40 46 +80 47 +20 2% LEFT 47 +60 - -..... N e ........ CROSS SLOPE TRANSITION . - 2% LEFT rn 48 +00 48 +40 ACCESS DRIVE SLOPE. MAINTAIN POSITIVE DRAINAGE vnwo awrL 1nn110111vn 1v LA101. nvHU11F 1 SCALE: 1" = 20' SLOPE. MAINTAIN POSITIVE DRAINAGE 440 CROSS LOPE CROSS SLOPE 440 460 420 400 ffrl 360 70 +40 70 +80 CITY OF RENTON Approved by:� Date: 41•/ Approved by: Date: A 2u Approved by: Date: Approved by: Date: 71 +20 71 +60 LOOP SCALE: f = 20' 420 440 400 420 380 400 360 380 SLOPE TRANSI CROSS.SLOPE Y7 HIGH 2% LEFT 2% LPFT - -..... N e ........ CROSS SLOPE TRANSITION . - 2% LEFT rn c TO EXIST. ROADWAY + co + + + SLOPE. MAINTAIN { aCD �h UTILITY SET N R PS °AM"D 1°` .... -N .. -.. ... ...... N N + N + II .............. ............. 00 °w U) °00 1 I xmac.la1 A9C"°°06 C3.1 -2.89% REVISION 380 M -. -O- -- --- c:!) .... ........ ..._. ......... {' .. ^.. . ..... + h ......... ......... MO _..___ N ... -- __ ....._. LQ ..... ........ M____. ...... O+ �...._. N_.. P+'j Zoo I C7 360 Q , V) w Q z > Z L IF- o aw Cn cn Q a. Cu -o w U cn 0.w ��� o= > 4.50% 2.14 % -- - 0�0 % - - =- - -- -- 4.- - -_ V = H Q I z M O n M rn Mj O rn O M— N ^ N a0 00 N M (YJ M O0 00 N a' N M 30 N W N � M M M M M M M M M M oa M M M M M 70 +40 70 +80 CITY OF RENTON Approved by:� Date: 41•/ Approved by: Date: A 2u Approved by: Date: Approved by: Date: 71 +20 71 +60 LOOP SCALE: f = 20' 420 440 400 420 380 400 360 380 SLOPE TRANSI CROSS.SLOPE Y7 HIGH 2% LEFT ACCESS DRIVE - -..... N e ........ CROSS SLOPE TRANSITION . - Q rn c TO EXIST. ROADWAY + co + + + SLOPE. MAINTAIN { aCD �h UTILITY SET POSITIVE DRAINAGE R PS °AM"D 1°` .... -N .. -.. ... ...... N N + N + II .............. ............. 00 °w U) °00 1 I xmac.la1 A9C"°°06 C3.1 -2.89% REVISION 380 DATE APPR M M^ M cD ^ 67 M O) O N C1) O^ O N O O Of O O OOi O CiJ Go Cn W rn m^ O^i Xi M M M M M M M ry M M M M M M M Go M 1�') M M M 48 +80 49 +20 49 +60 50 +00 50 +40 50 +80 CROSS SLOPE DRANNOME TRANSITION TO 1 ACCESS DRIVE N N M cp O Q O� c n M rn + co U j pN S � � a w v1 SLOPE. 2% RIGHT DRIVE -- - - - - -- ------ r----- _----- -I - - -� F -- � - -- ^ Ci d- M M M O M O 10'J M M CO M O M 0 M M M M M M M M M M 72 +00 72 +40 80 +00 80 +40 80 +80 81 +20 81 +60 SOUTH LOT SCALE: 1" = 20' 440 420 DRANNOME DATE 1 y N Ot M 25 O Q O� c 0 y U j pN - (D aCD �h UTILITY SET = 3 N R PS °AM"D 1°` PERMIT REVISION / 440 g + O O p + I 00 rL 00 °w U) °00 1 I xmac.la1 A9C"°°06 C3.1 NO. REVISION 380 DATE APPR weRVhc AGC d Ni Z oo _... ....._. -._ ..... ........ M____. ...... .......... ______._._ .....� N_.. 5 360 Q , a w -- - - - - -- ------ r----- _----- -I - - -� F -- � - -- ^ Ci d- M M M O M O 10'J M M CO M O M 0 M M M M M M M M M M 72 +00 72 +40 80 +00 80 +40 80 +80 81 +20 81 +60 SOUTH LOT SCALE: 1" = 20' 440 420 460 DRANNOME DATE 1 y N Ot Q3 co 25 Q Q O� c W 0 x y U j pN Z (D aCD �h UTILITY SET = 3 N R PS °AM"D 1°` PERMIT REVISION / 440 g m ti r O O p TA1 I 460 DRANNOME DATE 1 Z 11108113 COORDINATION 25 Q BID SET 05115114 4 LAND USE REVISION Z >° 400 Z (D aCD Q UTILITY SET c0 R PS °AM"D 1°` PERMIT REVISION / 440 w m ti r TA1 I U) J 1 I xmac.la1 A9C"°°06 C3.1 NO. REVISION 380 DATE APPR weRVhc AGC am: 7 °P 61 C P ' Z uj 360 Q , a w Q z > Z L IF- o O Cn Z Q : -o w U a € ��� o= > V = H Q I z 460 DRANNOME DATE 1 Z 11108113 COORDINATION 25 Q BID SET 05115114 4 LAND USE REVISION Z >° 06/12/14 400 A2 ADDENDUM #4 aCD UTILITY SET c0 R PS °AM"D 1°` PERMIT REVISION / 440 > m ti r TA1 I 420 DRANNOME DATE 1 DESIGN DEV. 11108113 COORDINATION 01115114 3 BID SET 05115114 4 LAND USE REVISION 06/05/14 Al ADDENDUM #1 06/12/14 400 A2 ADDENDUM #4 07/02/14 UTILITY SET 07116/14 R PS °AM"D 1°` PERMIT REVISION / 08/19/14 MYLAR mm NO REV DATE 1 PERMIT R£VISgN 05.07.14 1R1AD AS NOTED 3 PERMRIiE\0pN7N 07.1 &14 4 PEWREVISIQY /MYWt Wig 14 AGC sz Call 811 • two business days before you dig R=374107 s� AS NOTED PLOT DATE: 08/19/14 PRINCIPAL: MAV PRQI. MGR: AGC UCP U14001164 DRWIER TAD 1R1AD AS NOTED �1 DATUM AA CITY OF RINMN Planning /Building /Public Works Dept. VANTAGE POINT APARTMENTS ON SITE IMPROVEMENT PLANS ALIGNMENT PROFILE 6 -19 -2014 AGC sz R PS °AM"D 1°` TA1 o1E .o,� SZ 1 I xmac.la1 A9C"°°06 C3.1 NO. REVISION BY DATE APPR weRVhc AGC am: 7 °P 61 C P ' T n °o g a R � $ S w Q Z U W O a- a c a 2 0 U in 0 y 0 d 0 O — x CO E N Q z SECTION -N °32 05 ° �-- BEGIN GUARD RAIL STA 41 +68.60, 12' LT >r I (FACE OF RAIL) <' I ACCESSIBLE PARKING B Pi ' • / STALL (TYP.) C4.2 �;I P !1 . I 0 _ 1 /. c+ ' NO. REVISION f4� sw� CONCRETE e SIDEWALK C4.2 a.° e SD n o - - LEGEND REV DATE 1 PERNR FEMION 05.07.14 PERVIOUS PAVEMENT PARKING AREAS �!•. 01.16.14 4 C 09.19.14 ASPHALT PAVEMENT I ACCESS ROADWAY a o CONCRETE - _ U �� PRO NDR: GRASSCRETE t 3° ri3 w DRAFTER � � Q 7R1AD AS NOTED 99, ;� C1rI'Y OF „u RENTON VANTAGE ON SITE POINT APARTMENTS IMPROVEMENT PLANS / Acc s2 TAD - D SZ n.4 r xm a1c xrx I: HORIZONTAL CONTROL & PAVING PLAN 21 +00 c _� 105TH PLACE SE BY r m AGC l / I , .. ° �-- BEGIN GUARD RAIL STA 41 +68.60, 12' LT >r I (FACE OF RAIL) <' I ACCESSIBLE PARKING B Pi ' • / STALL (TYP.) C4.2 �;I P !1 . I 0 _ 1 /. c+ ' NO. REVISION f4� sw� CONCRETE e SIDEWALK C4.2 a.° e SD n o - - LEGEND REV DATE 1 PERNR FEMION 05.07.14 PERVIOUS PAVEMENT PARKING AREAS q, 01.16.14 4 C 09.19.14 ASPHALT PAVEMENT I ACCESS ROADWAY a o CONCRETE e c � U �� PRO NDR: GRASSCRETE t 3° ri3 w DRAFTER � � Q O z � Q < ♦ LLJ Z U cn Q Z cWQ Q w LL ° a W Z Z N U Lu W ao ° a / / ~ o LO Q Z p / Q co / > � � END GUARD RAIL / STA 44 +01.12, 12' LT / (FACE OF RAIL) DRAMNGI6511E / DESIGN DEV. 1110811 j COORDINATION 0111511 BID SET 0511511 / LAND USE REVISION 06105/1 Al ADDENDUM #1 0611211 R=374108 A2 UM #4 0710211 i UTILITY LITY SE SE T 07116/1 PERMIT REVISION 1 08119/1 / 0 ,y,JO 20?, 40 MYLAR -c Approved _rrs. Approved by: — s: U Approved by: I_ CITY OF RENTON Date: Date: NO REV DATE 1 PERNR FEMION 05.07.14 scaEe: 3 PEN PEVL" 01.16.14 4 PERWRPASIONIM 09.19.14 w w . / Approved by: Date: scaEe: PLOT DATE: PRINCIPAL Approved by: Date: PRO NDR: UCP U14001164 DRAFTER 7R1AD AS NOTED 99, ;� C1rI'Y OF „u RENTON VANTAGE ON SITE POINT APARTMENTS IMPROVEMENT PLANS Acc s2 TAD DATUM SZ n.4 r xm a1c xrx Buildin Public Plan nin t 9� 9� Works Dept. HORIZONTAL CONTROL & PAVING PLAN BY DATE APPR AGC l / al 811 lusiness days e you dig AS NOTED 08/19/14 MAV AGC TAD M 8 -19 -2014 C4.0 am 8 4r: 61 w Q Z U w 00 K a m c U N w, a LEGEND PARKING AREAS PERVIOUS ASPHALT PAVEME ACCESS ROADWA CONCRETE - '' 1 /4'SEC'RON NW 32 CiSC IN MRASS 4 4' " C:ONC. MC." IN CASE i COY:PI 0.T ti /S 6/12, CO" -CRETE v1ALK „ ^,UDL - YGLLO 23 +00 1 05 24 +00 SE 180TH STREET 25 +00 CG SGN • ;q o, E _ - � j74!3 `1 Ct SG a ,... •. 1 .L. • . - a ".a 37:.94' CL L%, FOCKEYY /r L l 26 +00 EV_ 384.73. Scru M OI q N .G N CT .0 w�� LZ (n O O U Z3 pN b �h �3N O OOp n z T 3 � m v . s Ni I v m I I I 18 n °ao n m Z I� yv` Z 0 W = JQ co �J •���'\ Q Z w � Z c Lu a� w Y a 1 :: CONCRETE EXTRUDED CURB z (TYP.) C4.2 W Q d WHEEL STOP DCg42 Lu d V' = a Q e 6 e $ 3.4' SE'LY \ RGCE R L0,-4T'10% . ~ �' O .'1g,tTAEtO .' a . / ' / J V gH. p A °ER iRIPL ..SSCCIA�S — . 3 CD _ __ • �'' STANDARD PARKINGe CD • STALL (TYP.) C4.2 M . G X142 Q �p I \ " SINGLE SIDEWALK A / C `14 —.._i' • • — .. — .. — .. — .. — .. — .. M RAMP C4.4 \ = \\✓� W � ORAWWGISBUE I / DESIGN DEV. 11108113 / COORDINATION 01115/14 BID .;8.58. / S SET 0 05115114 1 % 06105/14 _ 1 % A A2 ADDENDUM #4 0 06/12/14 — CO" -CRETE v1ALK „ ^,UDL - YGLLO 23 +00 1 05 24 +00 SE 180TH STREET 25 +00 CG SGN • ;q o, E _ - � j74!3 `1 Ct SG a ,... •. 1 .L. • . - a ".a 37:.94' CL L%, FOCKEYY /r L l 26 +00 EV_ 384.73. Scru M OI q N .G N CT .0 w�� LZ (n O O U Z3 pN b �h �3N O OOp n z T 3 � m v . s Ni I v m I I I 18 n °ao n m Z I� yv` Z 0 W = JQ co �J •���'\ Q Z w � Z c Lu a� w Y a 1 :: CONCRETE EXTRUDED CURB z (TYP.) C4.2 W Q d WHEEL STOP DCg42 Lu d V' = a Q e 6 e $ 3.4' SE'LY \ RGCE R L0,-4T'10% . ~ �' O .'1g,tTAEtO .' a . / ' / J V gH. p A °ER iRIPL ..SSCCIA�S — . 3 CD _ __ • �'' STANDARD PARKINGe CD • STALL (TYP.) C4.2 M . G X142 Q �p I \ " SINGLE SIDEWALK A / C `14 —.._i' • • — .. — .. — .. — .. — .. — .. M RAMP C4.4 \ = \\✓� W � ORAWWGISBUE I / DESIGN DEV. 11108113 / COORDINATION 01115/14 BID .;8.58. / S SET 0 05115114 1 % 06105/14 _ 1 % A A2 ADDENDUM #4 0 06/12/14 — A2 ADDENDUM #4 0 07/02/14 _ — � °2 ° .T CORNLP \ \ N N U UTILITY SET 0 07 /16/14 CL L%, FOCKEYY /r L l 26 +00 EV_ 384.73. Scru M OI q N .G N CT .0 w�� LZ (n O O U Z3 pN b �h �3N O OOp n z T 3 � m v . s Ni I v m I I I 18 n °ao n m Z I� yv` Z 0 W = JQ co �J •���'\ Q Z w � Z c Lu a� w Y a 1 :: CONCRETE EXTRUDED CURB z (TYP.) C4.2 W Q d WHEEL STOP DCg42 Lu d V' = a Q e 6 e $ 3.4' SE'LY \ RGCE R L0,-4T'10% . ~ �' O .'1g,tTAEtO .' a . / ' / J V gH. p A °ER iRIPL ..SSCCIA�S — . 3 CD _ __ • �'' STANDARD PARKINGe CD • STALL (TYP.) C4.2 M . G X142 Q �p I \ " SINGLE SIDEWALK A / C `14 —.._i' • • — .. — .. — .. — .. — .. — .. M RAMP C4.4 \ = \\✓� W � ORAWWGISBUE I / DESIGN DEV. 11108113 / COORDINATION 01115/14 BID .;8.58. / S SET 0 05115114 1 % 06105/14 _ 1 % A A2 ADDENDUM #4 0 06/12/14 — A2 ADDENDUM #4 0 07/02/14 _ — � °2 ° .T CORNLP \ \ N N U UTILITY SET 0 07 /16/14 n z T 3 � m v . s Ni I v m I I I 18 n °ao n m Z I� yv` Z 0 W = JQ co �J •���'\ Q Z w � Z c Lu a� w Y a 1 :: CONCRETE EXTRUDED CURB z (TYP.) C4.2 W Q d WHEEL STOP DCg42 Lu d V' = a Q e 6 e $ 3.4' SE'LY \ RGCE R L0,-4T'10% . ~ �' O .'1g,tTAEtO .' a . / ' / J V gH. p A °ER iRIPL ..SSCCIA�S — . 3 CD _ __ • �'' STANDARD PARKINGe CD • STALL (TYP.) C4.2 M . G X142 Q �p I \ " SINGLE SIDEWALK A / C `14 —.._i' • • — .. — .. — .. — .. — .. — .. M RAMP C4.4 \ = \\✓� W � ORAWWGISBUE I / DESIGN DEV. 11108113 / COORDINATION 01115/14 BID .;8.58. _ N",374_32 TRI /r AS CIAIES 0. *1325C,6 S. -li i) � 0.1' 5 6 0.1 E l -- a-• -- r���l -� -1,- �,._-- 134 �Ls r. p .13E I ce m REVISION f:Yato7_ii>•I_17Si R TRIAD AS NOTED AGC SZ TAD SZ xvr wcio� AGC ru.cn,.mrur UCP U14001164 ' a� CITY OF RENTON DATUM Planning /Building /Public Works Dept. CITY OF RENTON Approved by: Date: 0,2✓ -IV Approved by: kA " Date: fix zee Approved by: Approved by: NO REV DATE 1 PERMn FeMION OSOTU 3 PERMFlMeNIN 01.19.14 4 PERMRREVSIONIWW 08.19 .14 Call 811 • two business days before you dig SCALE: AS NOTED PLOT DATE: 08/19/14 PRINCIPAL MAC/ PROD. MGR: AGC DRARfER TAD VANTAGE POINT APARTMENTS 8-19-2014 ON SITE IMPROVEMENT PLANS HORIZONTAL CONTROL & PAVING PLAN C4.1 am 9'61 I I 18 � a g m R 8 m / S SET 0 05115114 1 % 06105/14 _ 1 % A A2 ADDENDUM #4 0 06/12/14 — A2 ADDENDUM #4 0 07/02/14 _ — � °2 ° .T CORNLP \ \ N N U UTILITY SET 0 07 /16/14 0 1 PERMIT REVISION / 0 08/19/14 10 20 "d0 M 1 inch = 20 fie N",374_32 TRI /r AS CIAIES 0. *1325C,6 S. -li i) � 0.1' 5 6 0.1 E l -- a-• -- r���l -� -1,- �,._-- 134 �Ls r. p .13E I ce m REVISION f:Yato7_ii>•I_17Si R TRIAD AS NOTED AGC SZ TAD SZ xvr wcio� AGC ru.cn,.mrur UCP U14001164 ' a� CITY OF RENTON DATUM Planning /Building /Public Works Dept. CITY OF RENTON Approved by: Date: 0,2✓ -IV Approved by: kA " Date: fix zee Approved by: Approved by: NO REV DATE 1 PERMn FeMION OSOTU 3 PERMFlMeNIN 01.19.14 4 PERMRREVSIONIWW 08.19 .14 Call 811 • two business days before you dig SCALE: AS NOTED PLOT DATE: 08/19/14 PRINCIPAL MAC/ PROD. MGR: AGC DRARfER TAD VANTAGE POINT APARTMENTS 8-19-2014 ON SITE IMPROVEMENT PLANS HORIZONTAL CONTROL & PAVING PLAN C4.1 am 9'61 I I 18 � a g m R 8 m m REVISION f:Yato7_ii>•I_17Si R TRIAD AS NOTED AGC SZ TAD SZ xvr wcio� AGC ru.cn,.mrur UCP U14001164 ' a� CITY OF RENTON DATUM Planning /Building /Public Works Dept. CITY OF RENTON Approved by: Date: 0,2✓ -IV Approved by: kA " Date: fix zee Approved by: Approved by: NO REV DATE 1 PERMn FeMION OSOTU 3 PERMFlMeNIN 01.19.14 4 PERMRREVSIONIWW 08.19 .14 Call 811 • two business days before you dig SCALE: AS NOTED PLOT DATE: 08/19/14 PRINCIPAL MAC/ PROD. MGR: AGC DRARfER TAD VANTAGE POINT APARTMENTS 8-19-2014 ON SITE IMPROVEMENT PLANS HORIZONTAL CONTROL & PAVING PLAN C4.1 am 9'61 I I 18 � a g m R 8 m Call 811 • two business days before you dig SCALE: AS NOTED PLOT DATE: 08/19/14 PRINCIPAL MAC/ PROD. MGR: AGC DRARfER TAD VANTAGE POINT APARTMENTS 8-19-2014 ON SITE IMPROVEMENT PLANS HORIZONTAL CONTROL & PAVING PLAN C4.1 am 9'61 I I 18 � a g m R 8 m w zz U w 0 a c CURB FACE /BACK 4" WHITE PAINTED STRIPE (TYP.) STANDARD PARKING STALL DETAIL NTS TO BUILDING 5 1/2" FACE OF CURB. 1/2"R 1 "R 71 ASPHALT PAVEMENT VERTICAL CURB NTS 4" PC CONCRETE CLASS 3000* o 2" MIN. CSTP z _ - AV iA iA iA iA iA iA iA iA i, A iA i/ i. SUBGRADE COMPACTED TO 95% DENSITY ti *NOTE: CONCRETE FOR ON -SITE CROSSWALK AREAS SHALL BE MINIMUM 6- INCHES THICK. 0 CONCRETE WALKWAYS NTS - z a a 6" PC CONCRETE CLASS 3000 .a... a. 1" CSTC U E Y i N a Q NLIV —nv vu vwi�nnLL CONCRETE WALK ADJACENT TO GRASSCRETE NTS 2" PERMEABLE BALLAST 3GRADE. COMPACTED TO 92% OF MAXIMUM DRY DENSITY PER ASTM D1557 1/4 SECTION NW 32 TOWNSHIP 23 RANGE 05 NOTES: eACCESSIBLE PARKING 1. R7 -801 SIGN INDICATING A PARKING SPACE 04.2 SIGN. SEE NOTE 3 CENTER ON STALL OR STALL FOR A PHYSICALLY DISABLED PERSON SHALL BE INSTALLED BETWEEN 36" CURB FACE /WALKWAY AND 84" ABOVE THE SIDEWALK SURFACE. 2. AN ACCESS PARKING SPACE SYMBOL, PER _ -- WSDOT STD PLAN M- 24.60 -02 IS REQUIRED 4" WHITE PAINT STRIPE FOR EACH ACCESSIBLE PARKING STALL. A (TYP.) BLUE BACKROUND AND WHITE BORDER ARE REQUIRED WHEN THE SYMBOL IS INSTALLED ON A CEMENT CONCRETE SURFACE. z Ov 3. FIELD VERIFY THE EXACT LOCATION OF THE W HANDICAPPED HANDICAP PARKING SIGN WITH RESPECT TO a SYMBOL THE ADA RAMP AND SIDEWALK. a5 4. ACCESSIBLE PARKING STALL SHALL BE LOCATED TO THE LEFT OR RIGHT OF THE PASSENGER LOADING ZONE, AS SHOWN ON THE PLAN. cV PER PLAN PER PLAN 41 SEE NOTE 4 ACCESSIBLE PARKING STALL DETAIL NTS P-) NON -WC NON -WO.L. VLVIUAIIL HMA CLASS 1/2" PG 64 -22 CSTC PERMEABLE BALLAST fO 92% OF MAXIMUM DRY DENSITY PER ASTM D1557 PERVIOUS PAVEMENT NTST^^n^ ..... ......... ASSCRETE CG2 /CG2Sc (5.9 ") OR EQUIVALENT PER OTECH. RECOMMENDATIONS CSTC PERMEABLE BALLAST ED TO 92% OF MAXIMUM DRY DENSITY PER ASTM D1557 #3 BARS (2) 2" CLEAR (TYP.) -� ELEVATION a' PLAN PRECAST CURB BUMPER 5" 2 1/2" 2 1/2" 10" #3 BARS (2) #6 BAR ATTACHMENT DEThIL_ WHEEL STOP 1 -1/2 "R NTS ASPHALT PAVEMENT NTS 10" 2 -1/2" 5" 2 -1/2" ,A NOTES 1. THE NON- SHRINK GROUT USED TO ATTACH THE PRECAST CURB SHALL CONSIST OF 31 SAND AND CEMENT. GROUT TO A DEPTH OF 1" FROM THE TOP OF THE BUMPER. 2. LOCATIONS FOR WEEPHOLES, AND V -SLOTS SHALL BE IDENTIFIED ON THE DELIVERY ORDER DRAWINGS. 3. CONCRETE SHALL HAVE A COMPRESSIVE STRENGTH OF 3000 PSI AT 28 DAYS. NON- SHRINK GROUT R -314 REV h � o 05.07.14 DESIGN DEV. DESIND 11108113 Lu io a 01115114 4 P 'REVISION IMYIM BID SET 05115/14 U j 2 W p, N J 06112114 3" HMA CLASS 1/2" PG 64 -22 C U2 J t 3 N 1-95% 08119114 MYLAR 0 00 R -314 REV GI 1 o 05.07.14 DESIGN DEV. DESIND 11108113 110 3 COORDINATION 01115114 4 P 'REVISION IMYIM BID SET 05115/14 LAND USE REVISION W Z J 06112114 3" HMA CLASS 1/2" PG 64 -22 C U2 J 07116/14 1-95% 08119114 MYLAR 3" ATB SZ,�, are .ul �vcumlm.cu C4.2 COMPACTED SUBGRADE Q BY UlJ APPR wvRO.m AGC aur: 10 rc: 61 Z 0 TF H F Q w Q w Z I.—_ O U) Q L1J O 1-1 /2"R Q W / w ¢ 0 Lu j ��A;�A� �`� < o Z Q Z > O Qo o co °R \ / m 1 R -314 CITY OF RENTON Approved by: Date: Approved by: Date: i " J Approved by: Approved by: NO REV GI 1 PERWREVISION 05.07.14 DESIGN DEV. DESIND 11108113 110 3 COORDINATION 01115114 4 P 'REVISION IMYIM BID SET 05115/14 LAND USE REVISION 06105114 Al ADDENDUM #1 06112114 A2 ADDENDUM #4 07102114 UTILITY SET 07116/14 PERMIT REVISION 1 08119114 MYLAR CITY OF RENTON Approved by: Date: Approved by: Date: i " J Approved by: Approved by: NO REV DATE 1 PERWREVISION 05.07.14 TRIAD AS NOTED 3 PBWff RENSpN 17.11.14 4 P 'REVISION IMYIM 08.19.14 AGC SZ • Call 8jays • •two business before you dig SCALE AS NOTED PLOT DATE: 08/19/14 PRINCIPAL MAV P UCP U14001164 I RCJ. MGR. AGG DRAFTER TAD TRIAD AS NOTED Cgj'y OF RENTON Planning /Building /Public Works Dept. VANTAGE POINT APARTMENTS ON SITE IMPROVEMENT PLANS PAVING DETAILS 8 -19 -2014 AGC SZ m m TAD SZ,�, are .ul �vcumlm.cu C4.2 NO. REVISION BY DATE APPR wvRO.m AGC aur: 10 rc: 61 TF w Z ww 0 w a a c v D 2 N U H a U O M IN s M m U E n 0 20' ENTRY DRIVE SECTION SCALE: 1" = 4' 5.5' 15' DRIVE AISLE 5' SIDEWALK 2' GUARD RAIL PER WSDOT STD PLAN C -1, WHERE APPLICABLE RETAINING WALL REFER TO STRUCTURAL PLANS EMERGENCY ACCESS ROAD SE -TO CATCH EXIST. GRADE * SWALE SCALE: 1" = 4' 6" 6" 5' SIDEWALK VARIES — # SIDEWALK VARIES C.D Z o * s M 24' DRIVE AISLE k 6" WALKWAY 12 DRIVE AISLE D F C4.2 C4.2 C4.2 EXIST. GRADE HANDRAIL. SEE LANDSCAPE PLANS 20' # C4.2 ENTRY DRIVE SECTION SCALE: 1" _ N � U rrw > ¢ T E U p U a ¢ W of O 10' DROP OFF AREA c:) z N W W C� DROP OFF DRIVE SECTION SCALE: 1" _ C4.2 20' DRIVE AISLE EXIST. GRADE 6" 1/4 SECTION NW 32 TOWNSHIP 23 RANGE 05 15' DRIVE AISLE * C-4 2 07' H C4.2 / C4.2 EMERGENCY ACCESS SCALE: 1" _ 18' PARKING C4.2 NO. RETAINING WALL. REFER TO STRUCTURAL PLANS 1.5' RAIN GARDEN 5' SIDEWALK t PARKING LOT SCALE: 1" = 4 19.5' ANGLE PARKING 5' WALK 19.5' ANGLE PARKING 5' SIDEWALK 18' PARKING NOTE: * PAVEMENT SECTIONS INDICATE THE GENERAL DIRECTION OF SURFACE SLOPE. REFER TO GRADING PLANS FOR THE CORRECT SLOPE PERCENTAGE. REVISION BY I DATE I APPR EXIST. GRADE * EMERGENCY ACCESS SCALE: 1" = 4 25' DRIVE AISLE # C4.2 20' DRIVE AISLE C4.2 '1 1 12' DRIVE AISLE 5' SIDEWALK C4.2 01 WIA HANDRAIL SEE LANDSCAPE PLANS 6" VARIES - SIDEWA _* OR LANDSCAPE CONCRETE RETAINING — WALL SEE STRUCTURAL PLANS. R- 314111 CITY OF RENTON Approved by: Date: A d b D t �2y �/ C/) M DATE wl � N O Lu I PERMIT REM � d PERMITREVIGIMIMYIAR z p� N =ro h s3N L C) 0 o O cq C/) REV DATE 1 PERMR REVIGgN I O 3 PERMIT REM 01.16.14 d PERMITREVIGIMIMYIAR z W C) �_j_ H W Y Z W LL] Q W (� of Q I < Z ILL! I— Y z Cn O Z_ Q f a LU ly Q w L U U-1 € - �_ -Z7 = CL Q > (D x Q 0 r � Q Q z Z > Q CD O m ti I DRANNGME DESIGN DEV. 11/08/13 COORDINATION 01/15114 BID SET 05115/14 LAND USE REVISION 06105/14 Al ADDENDUM #1 06112/14 A2ADDENDUM #4 07/02/14 UTILITY SET 07116/14 PERMIT REVISION / 08/19/14 MYLAR NO REV DATE 1 PERMR REVIGgN 05.01.11 3 PERMIT REM 01.16.14 d PERMITREVIGIMIMYIAR MAN pprove y. a e. W Call 811 • two business days before you dig Approved by: Date: SCALE: AS NOTED PLOT DATE: 08/19/14 Approved by: Date: PRINCIPAL: MAV PROD. MGR: AGC UCP U14001164 DRAFTER TAD 7R1AD �Z'y OF VANTAGE POINT APARTMENTS 8 - -19 -2014 AS NOTED '� "'D 10°'10°' �G c sz RENMN ON SITE IMPROVEMENT PLANS P TAD II m I DATUM P PAVING SECTIONS C4.3 SZ Planning/Building/Public Works De t. bLIE /IXg61Y1Y AGC 61 C U•FL !' �Z T / I I I so °c C � . w z U w w a c m U E n N a Q v 5' -0" RAMP I PLAN 6" CURB 3/8" EXPANSION JOINT (TYP.) DETECTABLE WARNING PATTERN (SEE DETAIL) A 6" CURB FINISHED GRADE 3/8" EXPAN' JOINT (TYP.) VERTICAL CONCR CURB (TYP.) 5' -0" RAMP 2' 1/4 SECTION NW 32 TOWNSHIP 23 RANGE 05 2 TOP OF ROADWAY 6' -0" RAMP ) DEPRESSED VERTICAL DETECTABLE WARNING CONCRETE CURB PATTERN (SEE DETAIL) SECTION %11 NTS 6" 5' VVI \VI \L IL SIDEWALK SECTION %_2� NTS - NOTES 1. AVOID PLACING DRAINAGE STRUCTURES, JUNCTION BOXES OR OTHER OBSTRUCTIONS IN FRONT OF RAMP ACCESS AREAS. 2. DETECTABLE WARNING PATTERNS MAY BE CREATED BY ANY METHOD THAT WILL ACHIEVE THE TRUNCATED DOME DIMENSIONS AND SPACING SHOWN. THE DETECTABLE WARNING PATTERN AREA SHALL BE YELLOW, IN COMPLIANCE WITH WSDOT STD. SPEC. 8- 14.3(3) 3. SEE CURB DETAIL, THIS SHEET FOR CURB DESIGN. 4. RAMP SLOPES SHALL NOT BE STEEPER THAN 12H:1V. SINGLE SIDEWALK RAMP D NTS 1.5' 1 5.0' MIN. 5 NOTES: VERT. 1. PLACEMENT OF GRATINGS, ACCESS COVERS AND OTHER FLUSH 5' CURB APPURTENANCES SHALL NOT BE LOCATED ON CURB RAMPS, LANDINGS AND GUTTERS WITHIN THE PEDESTRIAN ACCESS ROUTE. �� /������ �2 RAMPS SHALL BE TEXTURED USING TRUNCATED DOME 3/8 EXPANSION JOINT PATTERN (SEE FIGURE 3 -011). DETECTABLE WARNING PATTERN SHALL BE YELLOW IN COMPLIANCE IMTH WSDOT 4" THICK CEMENT 0.15' MIN. CRUSH. SURF. TOP COURSE STANDARD SPECIFICATION 8- 14.3(3) CONCRETE SIDEWALK SECTION A 3. RAMP CENTER LINE SHALL BE PERPENDICULAR TO OR RADIAL TO CURB RETURNS UNLESS OTHERWISE APPROVED BY THE COUNTY ROAD ENGINEER. A 5' MIN. 6" CEMENT CONCRETE PEDESTRIAN CURB 4. RAMPS SHALL BE CONSTRUCTED AT CORRESPONDING LANDING DIMENSIONS MEASURED 6' 6' ALONG BACK EDGE OF RAMP RAMP SIDEWALK 12 0 1 SEE PLANS —/ FOR RADIUS 2 MIN. TOP WIDTH OF CURBS VARIES WITH TYPE OF CURB (SEE FIG. 3 -002) 12 1 0 SIDEWALK LOCATIONS ON OPPOSITE SIDE OF STREETS WHEN RAMPS ARE CONSTRUCTED ON ONE SIDE OF STREET. SEE FIG. 3 -010. 5. THIS DETAIL APPLIES TO BOTH ROLLED AND VERTICAL CURB ROADWAYS. _ 6. SEE FIGURE 3 -001 FOR CURB AND SIDEWALK JOINT CEMENT CONIC. SIDEWALK PLACEMENT. J 3/8" EXPANSION JOINT, TYP. RAMP TEXTURE O2 DEPRESSED CURB KCDOT FIG. 3 -015 NTS P x nx x xxx xx x x x x x x x X, X r x x 'x L PLAN 6' -0" RAMP 3/8" EXPANSION JOINT (TYP.) a A DETECTABLE WARNING PATTERN (SEE DETAIL) 4" 6„ TOP OF I /— I i � ROADWAY 3/8" EXPANSIONS 1 JOINT (TYP.) DEPRESSED VERTICAL DETECTABLE WARNING CONCRETE CURB PATTERN (SEE DETAIL) SECTION 1 NTS PER 6" LANDSCAPE PLAN VARIES 0 - 6. 4 VARIES 6 \-VERTICAL CONCRETE CONCRETE CURB (TYP.) SIDEWALK SECTION 2 NTS - SINGLE SIDEWALK RAMP DETAIL iB NTS - A R RAMP 2 :L, MIN. I MAX. x 1 5/8" 1 2 3/8" x.. <x x x 5/6" 11/2" C 7/16" 1 3/4" x x X, x 7/8" 1 7/16" x x 'x c G 08119114 J J j U) M z TAD x x , O x x x x U) Q SZ Q W NO. LZ BY DATE APPR x,\IO,m AGC '°\` 12 M 61 Z ^ SIDEWALK PLAN 6" CURB 3/8" EXPANSION JOINT (TYP.) DETECTABLE WARNING PATTERN (SEE DETAIL) A 6" CURB FINISHED GRADE 3/8" EXPAN' JOINT (TYP.) VERTICAL CONCR CURB (TYP.) 5' -0" RAMP 2' 1/4 SECTION NW 32 TOWNSHIP 23 RANGE 05 2 TOP OF ROADWAY 6' -0" RAMP ) DEPRESSED VERTICAL DETECTABLE WARNING CONCRETE CURB PATTERN (SEE DETAIL) SECTION %11 NTS 6" 5' VVI \VI \L IL SIDEWALK SECTION %_2� NTS - NOTES 1. AVOID PLACING DRAINAGE STRUCTURES, JUNCTION BOXES OR OTHER OBSTRUCTIONS IN FRONT OF RAMP ACCESS AREAS. 2. DETECTABLE WARNING PATTERNS MAY BE CREATED BY ANY METHOD THAT WILL ACHIEVE THE TRUNCATED DOME DIMENSIONS AND SPACING SHOWN. THE DETECTABLE WARNING PATTERN AREA SHALL BE YELLOW, IN COMPLIANCE WITH WSDOT STD. SPEC. 8- 14.3(3) 3. SEE CURB DETAIL, THIS SHEET FOR CURB DESIGN. 4. RAMP SLOPES SHALL NOT BE STEEPER THAN 12H:1V. SINGLE SIDEWALK RAMP D NTS 1.5' 1 5.0' MIN. 5 NOTES: VERT. 1. PLACEMENT OF GRATINGS, ACCESS COVERS AND OTHER FLUSH 5' CURB APPURTENANCES SHALL NOT BE LOCATED ON CURB RAMPS, LANDINGS AND GUTTERS WITHIN THE PEDESTRIAN ACCESS ROUTE. �� /������ �2 RAMPS SHALL BE TEXTURED USING TRUNCATED DOME 3/8 EXPANSION JOINT PATTERN (SEE FIGURE 3 -011). DETECTABLE WARNING PATTERN SHALL BE YELLOW IN COMPLIANCE IMTH WSDOT 4" THICK CEMENT 0.15' MIN. CRUSH. SURF. TOP COURSE STANDARD SPECIFICATION 8- 14.3(3) CONCRETE SIDEWALK SECTION A 3. RAMP CENTER LINE SHALL BE PERPENDICULAR TO OR RADIAL TO CURB RETURNS UNLESS OTHERWISE APPROVED BY THE COUNTY ROAD ENGINEER. A 5' MIN. 6" CEMENT CONCRETE PEDESTRIAN CURB 4. RAMPS SHALL BE CONSTRUCTED AT CORRESPONDING LANDING DIMENSIONS MEASURED 6' 6' ALONG BACK EDGE OF RAMP RAMP SIDEWALK 12 0 1 SEE PLANS —/ FOR RADIUS 2 MIN. TOP WIDTH OF CURBS VARIES WITH TYPE OF CURB (SEE FIG. 3 -002) 12 1 0 SIDEWALK LOCATIONS ON OPPOSITE SIDE OF STREETS WHEN RAMPS ARE CONSTRUCTED ON ONE SIDE OF STREET. SEE FIG. 3 -010. 5. THIS DETAIL APPLIES TO BOTH ROLLED AND VERTICAL CURB ROADWAYS. _ 6. SEE FIGURE 3 -001 FOR CURB AND SIDEWALK JOINT CEMENT CONIC. SIDEWALK PLACEMENT. J 3/8" EXPANSION JOINT, TYP. RAMP TEXTURE O2 DEPRESSED CURB KCDOT FIG. 3 -015 NTS P x nx x xxx xx x x x x x x x X, X r x x 'x L PLAN 6' -0" RAMP 3/8" EXPANSION JOINT (TYP.) a A DETECTABLE WARNING PATTERN (SEE DETAIL) 4" 6„ TOP OF I /— I i � ROADWAY 3/8" EXPANSIONS 1 JOINT (TYP.) DEPRESSED VERTICAL DETECTABLE WARNING CONCRETE CURB PATTERN (SEE DETAIL) SECTION 1 NTS PER 6" LANDSCAPE PLAN VARIES 0 - 6. 4 VARIES 6 \-VERTICAL CONCRETE CONCRETE CURB (TYP.) SIDEWALK SECTION 2 NTS - SINGLE SIDEWALK RAMP DETAIL iB NTS - A R RAMP 2 :L, M vll C D ELEVATION TRUNCATED DOMES (SEE NOTE 2) DETECTABLE WARNING PATTERN DETAIL NOTES 1. AVOID PLACING DRAINAGE STRUCTURES, JUNCTION BOXES OR OTHER OBSTRUCTIONS IN FRONT OF RAMP ACCESS AREAS. 2. DETECTABLE WARNING PATTERNS MAY BE CREATED BY ANY METHOD THAT WILL ACHIEVE THE TRUNCATED DOME DIMENSIONS AND SPACING SHOWN. THE DETECTABLE WARNING PATTERN AREA SHALL BE YELLOW, IN COMPLIANCE WITH WSDOT STD. SPEC. 8- 14.3(3) 3. SEE CURB DETAIL, THIS SHEET FOR CURB DESIGN. 4. RAMP SLOPES SHALL NOT BE STEEPER THAN 12H:1V. R- 314112 CITY OF RENTON Approved by: ' Date: D Approved by: Date: �/�:21t t Approved by: Approved by: M � N .e N 4c 2 I Q) .e a7 y � U j "2 ,a �h c3N 'co `O MIN. I MAX. A 1 5/8" 1 2 3/8" B 5/6" 11/2" C 7/16" 1 3/4" D 7/8" 1 7/16" M vll C D ELEVATION TRUNCATED DOMES (SEE NOTE 2) DETECTABLE WARNING PATTERN DETAIL NOTES 1. AVOID PLACING DRAINAGE STRUCTURES, JUNCTION BOXES OR OTHER OBSTRUCTIONS IN FRONT OF RAMP ACCESS AREAS. 2. DETECTABLE WARNING PATTERNS MAY BE CREATED BY ANY METHOD THAT WILL ACHIEVE THE TRUNCATED DOME DIMENSIONS AND SPACING SHOWN. THE DETECTABLE WARNING PATTERN AREA SHALL BE YELLOW, IN COMPLIANCE WITH WSDOT STD. SPEC. 8- 14.3(3) 3. SEE CURB DETAIL, THIS SHEET FOR CURB DESIGN. 4. RAMP SLOPES SHALL NOT BE STEEPER THAN 12H:1V. R- 314112 CITY OF RENTON Approved by: ' Date: D Approved by: Date: �/�:21t t Approved by: Approved by: M � N .e N 4c 2 I Q) .e a7 y � U j "2 ,a �h c3N 'co `O ORANING ME REV DESIGN DEV. 11/08113 COORDINATION p BID SET 05115/14 LAND USE REVISION 06105/14 Al ADDENDUM #1 06112114 w Z J 07116/14 c G 08119114 J J j U) Q z TAD H O U) Q SZ Q W NO. LZ BY DATE APPR x,\IO,m AGC '°\` 12 M 61 Z N Z U a EL _ Q O H p Q Q Z _o >o Q O O ti ORANING ME REV DESIGN DEV. 11/08113 COORDINATION 01115/14 BID SET 05115/14 LAND USE REVISION 06105/14 Al ADDENDUM #1 06112114 A2 ADDENDUM #4 07102/14 UTILITY SET 07116/14 PERMIT REVISION / 08119114 MYLAR NO REV DATE 1 PERMD REVISION 05.07.14 7R1AD AS NOTED 3 PEWREVISION 07.16.14 4 PERMI7REvmm MYWi 08.18.14 Acc sz Call 811 • two business days before you dig SCALE: AS NOTED PLOT DATE: 08/19/14 PRINCIPAL MAV PRDJ. MGR: AGG UCP U14001164 DRAFTER TAD 7R1AD AS NOTED �°7�, DATUM 46 CITY OF )J'ON Plannin Buildin Public Works Dept. 9� 9� P VANTAGE POINT APARTMENTS ON SITE IMPROVEMENT PLANS SIDEWALK RAMP DETAILS 8- -19 -2014 Acc sz TAD SZ II ^�.� I �: ruE Kmm.nr C4.4 NO. REVISION BY DATE APPR x,\IO,m AGC '°\` 12 M 61 w zz U w 0 w a G i a U 0 U N 0 U a i h m c U h Oi Q S,,�npF• � •L.�st`� "IA G16 4 REV DESIGN DEV. o COORDINATION IA BID SET 05115/14 LAND USE REVISION WE WALL ALONG THE EMERGENCY ACCESS ROAD so A2 ADDENDUM #4 07102114 - mdb (FRONTING THE GRASSCRETE), WHICH IS FLUSH WITH PERMIT REVISION/ °' F THE FINAL GRADING SURFACE. TOP OF WALL SPOTS PROVIDED DENOTE THE TOP OF CONCRETE. BOTTOM W I o OF WALL SPOTS PROVIDED DENOTE ELEVATION WHERE o� FINISHED GRADE MEETS THE WALL SEE STRUCTURAL '� o PLANS FOR ALL SITE WALL DESIGNS. 3. ALL PEDESTRIAN PATHS SHALL HAVE A MAXIMUM .c CROSS SLOPE OF 27a CONTRACTOR SHALL VERIFY 6��; Q y CROSS SLOPE OF FORMWORK PRIOR TO SIDEWALK o s 3° N POUR. NOTIFY ENGINEER OF SLOPE DISCREPANCIES IMMEDIATELY. eM1 a MU. °,a_M P o 0 0 4n 4. GRADE ELEVATIONS AT TOP AND BOTTOM OF THE I 2 STAIRS ARE NOTED AT THE EDGE OF THE TREAD WITH m DETENTION POND M TO ADJACENT LANDINGS OR PATHS TO MAINTAIN A .,BOTTOM 372.50 / I ' MAXIMUM 2% SLOPE (UP /DOWN) AS REQUIRED BY RO G• ClS ADA GUIDELINES. REFER TO LANDSCAPE /ARCHITECT PLANS FOR DETAIL DESIGNS OF STAIRS, LANDINGS, / I HANDRAILS, FENCES, AND HARDSCAPE SURFACES w TREATMENTS AND FINISHES (JOINTS, SCORING, N GRADING NOTES: 1. RAMPS AND LANDINGS ARE DESIGNED TO CONFORM TO ADA REQUIREMENTS WITH RUNNING SLOPES NOT TO EXCEED 1:12 AND 1:48 RESPECTIVELY. TO AVOID REDUNDANCY, VERTICAL CONTROL SPOTS ARE PROVIDED AT CENTER OF LANDINGS ONLY. PRIOR TO FORM -WORK CONTRACTOR SHALL LAY OUT LANDINGS AND RAMPS BASED ON SPOTS PROVIDED AND CALCULATE REMAINING SLOPES TO ENSURE ADA COMPLIANCE. NOTIFY ENGINEER OF SLOPE DISCREPANCIES IMMEDIATELY. \ DVIlVm V4pwa r;' °4'.. I I I A/ _*' '�'' r_ ,RA* GARDEN / -�BOfTOM 38U.4 is 2% 383.64 I 71 +10 i M — M M M —DSP j 384 RAN= N i Qj 2. SITE WALLS ARE DESIGNED TO BE EXPOSED 6n AT REV DESIGN DEV. o COORDINATION IA BID SET 05115/14 LAND USE REVISION WE WALL ALONG THE EMERGENCY ACCESS ROAD m- S I A2 ADDENDUM #4 07102114 - mdb (FRONTING THE GRASSCRETE), WHICH IS FLUSH WITH PERMIT REVISION/ °' F THE FINAL GRADING SURFACE. TOP OF WALL SPOTS PROVIDED DENOTE THE TOP OF CONCRETE. BOTTOM W I o OF WALL SPOTS PROVIDED DENOTE ELEVATION WHERE o� FINISHED GRADE MEETS THE WALL SEE STRUCTURAL 384 RAN= N i Qj 2. SITE WALLS ARE DESIGNED TO BE EXPOSED 6n AT REV DESIGN DEV. o COORDINATION THE TOP BACK OF WALL, EXCEPT FOR THE WEST BID SET 05115/14 LAND USE REVISION 06/05114 WALL ALONG THE EMERGENCY ACCESS ROAD 06112114 A2 ADDENDUM #4 07102114 UTILITY SET (FRONTING THE GRASSCRETE), WHICH IS FLUSH WITH PERMIT REVISION/ °' h N THE FINAL GRADING SURFACE. TOP OF WALL SPOTS PROVIDED DENOTE THE TOP OF CONCRETE. BOTTOM W I o OF WALL SPOTS PROVIDED DENOTE ELEVATION WHERE o� FINISHED GRADE MEETS THE WALL SEE STRUCTURAL '� o PLANS FOR ALL SITE WALL DESIGNS. 3. ALL PEDESTRIAN PATHS SHALL HAVE A MAXIMUM .c CROSS SLOPE OF 27a CONTRACTOR SHALL VERIFY Q y CROSS SLOPE OF FORMWORK PRIOR TO SIDEWALK s 3° N POUR. NOTIFY ENGINEER OF SLOPE DISCREPANCIES IMMEDIATELY. o 0 0 4n 4. GRADE ELEVATIONS AT TOP AND BOTTOM OF THE STAIRS ARE NOTED AT THE EDGE OF THE TREAD WITH SUFFICIENT HORIZONTAL DISTANCE FOR TRANSITION TO ADJACENT LANDINGS OR PATHS TO MAINTAIN A MAXIMUM 2% SLOPE (UP /DOWN) AS REQUIRED BY RO G• ClS ADA GUIDELINES. REFER TO LANDSCAPE /ARCHITECT PLANS FOR DETAIL DESIGNS OF STAIRS, LANDINGS, ° HANDRAILS, FENCES, AND HARDSCAPE SURFACES w TREATMENTS AND FINISHES (JOINTS, SCORING, TEXTURES, ETC.) FOR ALL AREAS OUTSIDE VEHICULAR �r0sr� PATHS. r08AL �� •14.1' 5. MONITORING WELL SHALL BE INSTALLED BY A SPECIALIZED GEOTECHNICAL DRILLING CONTRACTOR UNDER OWNER'S GEOTECHNICAL CONSULTANTS OBSERVATION. LOCATION A SHALL 0 BE SPECIFIED BY OWNER'S EOTEC NIDCALAILS CONSULTANT. z Q W Z C-) 3:: = J Q J WALLS 4' AND TALLER REQUIRE ¢ SEPARATE BUILDING PERMIT Z W F— Sag 4.67, ;- R=3 Z 385.0 3 w Q LLF Y �c l 0 U) Z Q N D3P LU o O O 1 4� — O - - / O i ,;0;1 3g4 42�_ 384.0 3 384 Q > O CW.') 3 � 83� O ` - - - i I O s� � . / > Ji 1' 43 pO �N o . MW -1 X O -_ _ i / /j // / // O 84 y - -- �!' ti�m/ - -%_- --- -_- • �\ ' - ' � _ - 'i 364-_ - _,, _ e ,/ /// /�' /,/ / L i MONITOR NG WELL. L 7 J SEE NOTE z Tof� OF SPi_ALI, BE -_ v .. FLUSW'WN#�Q �.�_ -- -_ l=�- __..._ p �]_ -'- "- � i5 _— _— /✓ /i A \I ' - - - - rt::y._ 1,:zit /" ✓- .� \ , d•; i i �: row /// / / / . -- - �-L�'� �`\ ___ _N 6.. "_Z ---- ...__ -__ - - ._.. -_ - = te..`' MW 2 - r/ 'm;° t_ / � / / /' // / _ _tis - - _ ��r ` � _c - - -. •.,ice i _ _ -z- i i'/ -AF_ > ol _ O ...�. •m .�,� - -,- -: i,/ /„ f " „1y, lI In D 40 20 feet 2 _ .\��:._ ,�.,s.:;�._.. '- - -- - -' s —..__- � ,/„ /_:a; '��._- .E -s_ -_- c.�.i � •, / i; a h, CITY OF RENTON - -:n ^k, „+L .... -_ - -F_`__ - -R.;� -� F. : _:. F', ” / , i Y/ /, /. / :xi �� h >\ -n�Y�1 - i v Approved `7 II, �...,+ .\..'\____ - - _._- _•__- .__ - -. __. - - - -t' �. / //. �f `. it ! �'/..i:>' // /�„9i A r b e: WAWING ISSUE REV DESIGN DEV. 11108/13 COORDINATION 01115114 BID SET 05115/14 LAND USE REVISION 06/05114 Al ADDENDUM #1 06112114 A2 ADDENDUM #4 07102114 UTILITY SET 07116/14 PERMIT REVISION/ 08119/14 MYLAR NO REV DATE 1 P ff REVISION 05.0].14 3 PERMrzRkVI3 07.16.14 d PERMRREVISIONIMYWt 03.19.14 j ved 811 / MW -4 yy ��/ 1 Y-Y _- — PP 0 y Date:.$ . o business da s SD -L - f L. A r b aCall .GX2.>.YtiLa ".L1.J. ;- Z 1= C i_r _1S;1S>� D - C _ -SD - ___`__ eyoudig before Y "V -' _.. -.—. �' j� - APProved by: Date: As NOTED _ I PLOT DATE: 08 11 9/14 PRINCIPAL MAV UCP U14 Approved by: Date: PRa.MGR: AGc _... - _ Y_ _ _ t ,� _ ___._ DRAFTER: TRIAD _ _ _ _ _ � � - � 64 TAD 0011 - -- _ _- AS NOTED CITY OF VANTAGE POINT APARTMENTS 8-19-2014 Acc SZ RENMN ON SITE IMPROVEMENT PLANS TAD ��°i_ I DATUM Dept. GRADING PLAN X5,0 SZ Planning/Building/Public Works NO. REVISION BY DATE APPR AGC " "600L a4m: 13 °- 61 CDI -. , ?4)i3 W a z U w 'o a 0 u 3 U z 1 SEE ARCHITECTURAL PLANS 1/4 SECTION NW 32 TOWNSHIP 23 RANGE 05 3 FOR FENCING /HANDRAIL H BRASS �I DETAILS ri 1 ccev. .ue Ir: cAs I s° ABOVE D^ o I 2' SLOPE nY HARDSCAPE ECf%2 ROUNDING / - -- -sao - _ PJ Rg a — SEE STREET 4' VARIES ) - - - - -- -- - — _ .._ - -- - - -- �1' IMPROVEMENT PLANS I B{7 ri_ `T. D 25% _ _ - U a o, N a ... -- _ 31 �i: _ —_!�1' ...� v IBC —_ _ _ _ — S7 -� C N �) ' - — L -- _:..- vT mac¢ 1 1 — s u 1 ,7 _.. 4..E - - - z z -_ D - -- — - SE 180TH STREET SEE STRUCTURAL FOR FOOTING "'� - - -- } - - - _ ' - / i4 AND WALL DETAILS 4 PS a -- - - -- - _ - - - ._ - ro� 26 +00 ` cr: `oo °05 0 SE 387.60 -- - -' -_— — -_ 25 +00 .r e l 4n -. - SWALE AND WALL SECTION A a - BSE 5:48 23 +00 A --(u1 Yr uv 24 +00- A �B� o �M Z. ,g,;,;. 105TH PL SE - SE 180TH ST - 3 - _ TSE 393.93 v� .<:;1 s� - ' - _ .__ . - 98 11n 1, m - - \ _ g ; T - - - - - __ -- BSE - 389.42 _ _--386 - - -- - -- t X33 389 Bg3�- c�`. ♦ ��� 3 d'� - 0 5 %- .MAX - - - -- - _ .- 385 - - _ - 389 -- _ i -- -- - - _' TW 387.50 TW _388:10 390 - -- - - - - - \�� - � _ BW- 38337- ` - �` 6 - TW 388.34 - lk _ . SL N _ - - - �. _ - - �N" _� �o - - - - - - • - - 90A i f o : i -. - - '9- - i-P � _'Sa • '1. � -" -' _. _ _ _ p 01 }� 4 STEPS 0 OD 7SE 389.92. (A J CA x 385.0 ' 394. _ 0 0 0 0 o r Y / •C L1J - W 385. .15 � �1. ' x i '- FF " , 384.7 50 6 i , 395. �' o1— o i -- �0�ti - 1 O " 9 0 �Iy 'YV j / O y � r y W � � � z __ 1 - ' 390 '� �' 1 _ - - - - - - ✓i`�t /, - " i ^� � � x y � � I > /\ Z o _ 0 O Q CL > ' ti 1 % M 388.8af u w > ROCKERY _oCA n.N Q p DD z PEP TRIAD nsa cI T- + SHED LO _ � ic� F- N -- - _ - '- r 00 _ — ^\ .0 0 ,." -_ - •tea CD SEE SHEET C5.0 FOR GRADING NOTES J 3'- Q0,.. —per J DRAW FiSIIE C —F DESIGN DEV. 11108/13 _ COORDINATION 01115114 BID SET 05/15114 -7 LAND USE REVISION 06/05114 Al ADDENDUM a 1� s #4 07/02114 u -- - ? - - ¢ - -'/ 0 10 20 40 A2 YSET M 07116/14 #1 R=3 14II4 ' - - _. - - "c MYLAR REVISION 1 08119/1 r - -'i, ".'"F _ _ - _ _ - - 1 inch = 20 feet r __ y N NO REV DATE 1 PERWT REVISION 05.07.16 3 N­-,74,271 TAD 3 PERAIRREVISION 07.16.16 4 PERMR REVISION7MVW 0&19.14 TR1AD AS NOTED °°°°1 Sp L�'I'y pF VANTAGE POINT APARTMENTS 1/2' RE5AR v/ GAF � n acc sz 7 vi ) �F1E C S SIX i _ _ :..k - TD ?I.l' v Si 7K RENTON HEv IMPROVEMENT PLANS .� oNwre _ M TAD 1_ I DATUM Z g � L F S2 L Plannir WQN6§/FC4�AVtr *gBDePt• GRADING PLAN C5.1 Q NO. REVISION BY x APPR T~\ /,f SME OL°0°""' SCALE: 1" = 5 ' /( /7 lr1 -S I� %�� `��JJl��I � PXC(S,'l l, FFfe lq 61 5 CD WALLS 4' AND TALLER REQUIRE I TT m -- � SEPARATE BUILDING PERMIT 60 � 5,0 � I 1 1 I: 3 R a 1r11� u NO REV DATE 1 PERWT REVISION 05.07.16 DRAFTER TAD 3 PERAIRREVISION 07.16.16 4 PERMR REVISION7MVW 0&19.14 TR1AD AS NOTED °°°°1 Sp L�'I'y pF VANTAGE 0 0 me 9 � Z • Call 811 • two business days before you dig SCALE: AS NOTED PLOT DATE: 08/19/14 PRINCIPAL: MAY PROJ. MGR: AGC UCP U14001164 DRAFTER TAD TR1AD AS NOTED °°°°1 Sp L�'I'y pF VANTAGE POINT APARTMENTS 8 -19 -2014 acc sz 7K RENTON ON SITE IMPROVEMENT PLANS .� oNwre TAD p1E �w4,: DATUM S2 L Plannir WQN6§/FC4�AVtr *gBDePt• GRADING PLAN C5.1 Q NO. REVISION BY DATE APPR w5nom SME OL°0°""' SCALE: 1" = 5 ' '�` "P AGC lq 61 CD I TT w Q z U W 0 O K a c a D U N Di 0 y o` 9 U 0 s t2 h h I M m U E N 450 420 390 360 330 450 420 390 360 330 450 420 390 360 330 105TH PLACE SE - SE 180TH STREET SECTION AT STA 19 +50.00 A SCALE: 1" = 30' — 105 PLACE SE - SE 180 STREET SECTION AT STA 22 +14.61 SCALE: 1" = 30' 450 420 390 360 330 450 420 390 360 330 1/4 SECTION NW 32 TOWNSHIP 23 RANGE 05 ACCESS DRIVE ION AT STA 40 +76.39 SCALE: 1" = 30' — 450 450 420 420 390 390 360 360 330 330 0 15 30 60 1 inch = 30 feet REVISION 450 420 390 360 330 450 420 390 360 330 105TH PLACE SE - SE 180TH STREET 105TH PLACE SE - SE 180TH STREET SECTION AT STA 24+00.0 SCALE: 30 0 0 450 420 360 450 420 390 360 330 R- 314115 CITY OF RENTON Approved by: ::lig' �, Date: 8•u•l 450 1 420 1 l: MI 330 1 y N N I � y tn� o U j aN 2.e� Lcth t 3 N Lc ,,' -� O , �p O Z z U< � Cw -J c U) H a o 2� Q! Q w aw 13' EL ~ QY Z Cw Z — O Eu 0 o ; W U' j 1 "� O n- < o Q Z Z CD Q ° UWNG 15511E IESIGN DEV. 11108113 :OORDINATION 01/15/14 !ID SET 05/15/14 AND USE REVISION 06105/14 d ADDENDUM #1 06/12114 12 ADDENDUM #4 07/02114 ITILIT(SET 07/16114 'ERMIT REVISION 1 08/19/14 IYLAR 1 NO REV DATE I PEUff REVISION 05.07.14 � Date: g �/ Date: Date: 3 PERAIn AENSNJN 01.16.14 4 PERNn REVSIONliiF 08.19.14 AS NOTED 08/19/14 MAV AGC TAD 7R1AD I� 0 5 ii a S a . z ... ... Approved Approved Approved by: by: by: � Date: g �/ Date: Date: ; Call 811 two business days before you dig 330 ACCESS DRIVE SECTION AT STA 50 +30.97 F SCALE: 1" = 30' — UCP U14001164 SCALE: PLOT DATE: PRINCIPAL: PRw.MGR: DRaFFER AS NOTED 08/19/14 MAV AGC TAD 7R1AD AS NOTED �°�Pot DATUM @, Lply OF „a RENTON Planning /Building /Public Works Dept. VANTAGE POINT APARTMENTS ON SITE IMPROVEMENT PLANS GRADING SECTIONS 8 -19 -2014 Acc sz m.o TAD SZ atc rw w: C5.2 15 l' I� 0 5 ii a S a . z w zz U w 'o o_ x s7Y1?E 1 CB 802 - _- rrc�� n =20 +59.73,1.29' RT _ RIM 381.55 r - 13 LF 12" HOPE SO 0 0.6% - 12 IE 37 99 SEE-.§HEET C10.2 1_ ADDITIONAL STORMFDRA 19 00 01 - FLOW CONTROL STRUCTURE �- 20 +00 " 00 12" IE 373.00 C6.3 _TRENCH DRAIN 1000 INFORMATION Rtffi 38056._ 1 8' IE 378.98 5' DRAINAGE SETBACK -:a \ ..__ ,� \ __.._. F 6" CSBC OVER I '° COMPACTED SURBGRADE a3 8 LF 12 HDP I -i F.•3 e OVERFLOW 12" IE 373.00 N � C6.3 STRUCTURE I . _ / ®3.0% BOTTOM OF 12" IE 375.73/ BIRDCAGE 378.00 I ". UPPER WSEL 377 8" It 376 -.50 384 12" IE 372.92 (S) IN I BOTTOM OF` LIVE STORAGE ELEV. 373 BOTTOM OF SEDIMENT STORAGE ELEV. 372.5' REQUIRED STORAGE VOLUME... 10 4 SEE NOTE 5 u� vz I I 1/4 SECTION NW 32 TOWNSHIP 3 RANGE 05 \ �G is STORM DRAINAGE NOTES: 1 C 'Ot TYPE 1 CB 900 !l � I -- TA X1+#6.26, 7 RT= _- -STA 21. ±3744 44.94 RT. 6" IE 3�Ol40 / ;, 1. HORIZONTAL CONTROL FOR STRUCTURES 3. STORM DRAIN PIPE CROSSING UNDER THE > IM 39 42, -- - ADJACENT TO CURB IS PROVIDED BY BUILDING SHALL BE INSTALLED THROUGH ° & 8�1E 376 E) IN - _ = 12,° E Y76A _ _ PERF PVO�IP STATION ONLY. CONTRACTOR SHALL LAY AN 18° DUCTILE IRON SLEEVE EXTENDING � ry 2 IE c�tc ° a _i;i " 1 376.4- _ ®0 0% OUT CURB LINE TO DETERMINE EXACT MINIMUM 5 OUTSIDE THE FOOTING •e N OFFSET NECESSARY FOR OUTSIDE OF SUPPORT. COORDINATE INSTALLATION OF FRAME TO ALIGN WITH FACE OF CURB. THE SLEEVE WITH STRUCTURE PLANS FOR RAIN GARDEN a ti - _RAiN9RD -�- HORIZONTAL CONTROL FOR STRUCTURES POTENTIAL MODIFICATION OF THE a °� UPPER WSEL 3 9 • a o; /� �'s. - m - UPPER WSEL 3Z3 NOT ADJACENT TO CURB REFERS TO STRUCTURAL FOOTING. o x EaTFO�SEtEP378Y9 - of 3 s - ~�C-380:40 CENTER OF STRUCTURE. 6"P ERF PVC IPE ®p 67 SFj 41 SF � 4. ALL PIPE OUTFALLS SHALL INCLUDE DEBRISv aN R QUIRED BOTTOM AREA 1,1 ' � ±b.- it -' -F ._.___ '� ,.. 2. TRENCH DRAIN RIM ELEVATIONS SHOWN BARRIERS AND 4° -6° QUARRY SPALL z •z _ 00 REFER TO CENTER OF TRENCH DRAIN OUTFALL PROTECTION, MINIMUM 2' WIDE BY Q o - } A +i CATCH BASIN. REFER TO GRADING PLAN 4 LONG OR TO TOE OF SLOPE WHICHEVER / N 21 +00 a, of - = EI 3 a - / / > AND ALIGNMENT PROFILES FOR REMAINING IS GREATER. IE 4p 6" 378.69 THE CH RAIN y r TRENCH GRATE ELEVATIONS. 8 105TH PLACE SE / 5. DETENTION POND SHALL BE CONSTRUCTED n z TYP: C .4 RIM 81. - - _\ / n 6° I 38 . X / J ,' AS SHOWN HEREON AND IN ACCORDANCE a . WITH SECTION 5.3.1.1 "DESIGN CRITERIA° OF R a THE 2009 KING COUNTY SURFACE WATER �� DESIGN MANUAL 6 ",'IE 380.40 �' 6. PROVIDE 12° MINIMUM VERTICAL �4 %°z s v z SD ®0.5 ° \ F J /4� ' �� �� !� SEPARATION BETWEEN UTILITY PIPES AT 0 3 °v, Sp 0 % �Pp CROSSINGS. WHERE 12° IS NOT FEASIBLE, \I, � � PROVIDE AN ETHAFOAM PAD AT CROSSING Z. ? ra op F BETWEEN UTILITIES. "� a����• 7. ALL NEW STORM DRAIN SHALL BE VIDEO 4 COT ¢ -PVC 15SF 1 LF 6" H 3 = 7111 INSPECTED. THE D. VIDEOS SHALL BE SUBMITTED TE 79. ® 1.0% MIN. A - /� o l % CO B_ CO TG M IE 378.37 1,8" DIP O J.M" MM MM " c SLEEVE A 1 Z q 6" PVC POC FOR MECH - - ° ®'1.28% j Iv w Z O I -_ - 4 PVC DSP -SUMP AND PUMP / " TYPE 1 CB x;100 " J J 1 a t nn_ uiN IE 377.1) TYPE 1 CB _ 800 - RIM 384.d/ ', �° , Q N � ` / AREA DR / ` / p RIM 384.47 -= " -If IE 378.15 (N OUT V S POC D AIN/ / 1 inch w 8° IE 382.99 (W) OUT _ in = 20 feet r / - - _ , - -- - -.. _ _ -_ FOR MECH TYP.) (') _C6 4 RIM 384.49 = f E0378.9 ^ COLLECTOR DSP - - - - 6° E 3C1.99 SE OUT I LF HDPE 5 p w EL. w / VC BOWNSPOU7 - `I i 8" PVC DOWNSPOUT - _- - -_ _- / - _. _ ' ( ) ` g ( ) COLLECTOR (DSP) 0 / ° s Q z 6' BLACK VINYL COATED C IN ® 1.0% MIN. AREA DRAIN LINK FENCE PER WSDOT S_ `__ �� 10% MIN. CONNECT TO DSP C6.4 (�') // S ®i�.52% / - Z DETAIL L- 20.10 -0$ TYPE 3, ' �° ° t '" / 2.0% MIN. SLOPE (�TYP.) `78, <L WITH TOP RAIL % -� 61 }0 / -_ - _ _ _ 0 - ; - 6" PVC DOWNSPOUT / / / / / s5 / U Lu d € o z COLLECTOR (DSP) ® /' % CO TG c 1.0%6 MIN. / IE 381,0 / 5 / / W L1J w € i. I '✓ Q - Eio r - it ' ^, , \� �. - D / /� ' ®� // /i // Z ♦� m (P&1-CB 1a / /iii O Q Q -- r- = - - - -- /. �;N� \� asp.__ l�r 8.4 ii�; /I >O CD I 9 r 43 00 _ < 67 O �STA 4++4L _ - _ vS , / / 12 .. .•d ! / - � � � � _ _ \ .r �/:%. � // / �4 / / ._ ._ _ '�A+� L _ _- _ _ a _ � � _ - -SLS a �- � �' - < - \ ' - - - � 39�� J / /i / / // // / / / // ' / /1 LF 12" Dh - t _ = _ - - _ - - _ - - RIM 3$3.43 s is - / % ii /�ii / / // Dnnw G ssue SO DA1 %a _ - '' rtir � ---- - - - - - _s} _ - - - ' / / / / i) / / y _; T1�E i /// i DESIGN DEV. 11108113 1fEPE 1 106. t S A - - _ s ` - - - ' , / ,/ Y/ / i COORDINATION 01115/14 „ 'o<r_- ='fir T` P65`_z = _ _APE FB -- - 21 I-DISD _ __ --� //i %i /P BID a;.,. r / _ ?. SET 05/15/14 /M �� - i - - - �1�°. I %1 _` - _ RN-383-66- LAND USE REVISION 06105/14 - _ � _ - _ _ _._ _ - i / Al ADDENDUM #1 1 (S)"It- -_�- \; - -_-_ n -etr n_-_�._ -_- / .- / / // /i' 0611214 /"f'AE/M2:�S) OUT - - ^,_ - - _ _ ��r 12 1E_ 38142 - - �ROt7DE- 5�iNIMUhY _ _ - -, // A2 ADDENDUM #4 07102114 - _ _ LEARANCEBETWEEN UTILITY SET 07116/14 `: .• \ \ \'... -�+ ]:�./ . -.. -.. ..,� / !f "!: ri' i -`.��! ::'/ - -�='= �_ - zlcl -O ;ter_'- /.t /'iy -_ -_ /i" /// c -, - -- -STORM AND SANITARY // / sgc- -; :./ / / / _ _ s PERMIT REVISION 1 08/19114 ---- ...._- _ . ! S,. / / / , m -n, fir. �u _ _ _ <'- _ i /, _ - _ 386 r , t,1 Y r; / , , ', -_ _ _ ;�� V `Lgs __ � ; o�'� a `� � - . _.. - _ STRUCTURES�i /��, YLAR x. .. \ r - /./ i� _ _. -- -- _ _(L.I F:) SURFACE TREATMENT PER LANDSCAPE. SLOPE PER 4.5' S' MIN.* GRADING PLANS TYPE 1 CATCH BASIN - O ° 3 / TON SOIL 8" BIORETEN 12" GRAVEL BACKFILL FOR DRAINS R=3741 16 6° PERFORATED UNDER D�AIM /y, ° ° sg ` 2 -ROWS OF 1/2" DIA. HOLES, NO REV DATE 1 PERAOTRENSION 05.01.14 2 U DOSE REVISION OSA5.14 3 PERMRREVISION Ol.t6.16 4 PEANRREV 0N,Wri 08.19.16 AS NOTED PLOT DATE: 08/19/14 PRINCIPAL e • POND AND RAINGARDEN 1' ON CENTER. UCP U14001164 DR*7Ea TAD AT ACCESS DRIVE HAVE 18" GRAVEL BACKFILL FOR „e a THIS SEPARATION DRAINS AT UNDERDRAIN TRIAD AS NOTED °° A _ CITY OF VANTAGE POINT APARTMENTS 8 -19 -2014 AGC sz ,,i RENTON ON SITE IMPROVEMENT PLANS RAIN GARDEN SECTION �� DATUM C6.0 7A ° Planning /Building /Public Works Dept. DRAINAGE PLAN SCALE: 1" = 3' - NO. REVISION BY DATE APPR '"ECOp°a AGC 16 " 61 CD- IZ_ %4 0 to FF I n al ° B v E Call 811 • two business days before you dig SCALE: AS NOTED PLOT DATE: 08/19/14 PRINCIPAL 1u1AV PROJ. MGR: AGC e • POND AND RAINGARDEN 1' ON CENTER. UCP U14001164 DR*7Ea TAD AT ACCESS DRIVE HAVE 18" GRAVEL BACKFILL FOR „e a THIS SEPARATION DRAINS AT UNDERDRAIN TRIAD AS NOTED °° A _ CITY OF VANTAGE POINT APARTMENTS 8 -19 -2014 AGC sz ,,i RENTON ON SITE IMPROVEMENT PLANS RAIN GARDEN SECTION �� DATUM C6.0 7A ° Planning /Building /Public Works Dept. DRAINAGE PLAN SCALE: 1" = 3' - NO. REVISION BY DATE APPR '"ECOp°a AGC 16 " 61 CD- IZ_ %4 0 to FF I n al ° B v E z UNDER DRAIN TRENCH SCALE: 1" = 2' C6.0,C6.1 7 (L -1f4 SECTION NW 32 TOWNSHIP 23 RANGE 05 r +.ro PUAICH h: , ,iz° LRASs DISC IN d' X a" CONC. MON IN CASE PtG��\ PE"®- 2Y% PV = = 383- --8 -IE 38430 40 C �` ♦ �Q 8" IE 3893 1 _ 40 LF8" DI 39U_ ._ - - - -- - - -- _ - -- - - - - - - -- - - - - a -- i - - - _ - -_._. IE 380.40', Lf 8 lTD - 32i =P -- - �- -_- ' , \ /' Z ♦ _ / Sad - , -'" - -- - -- - + - - - - _ -- Su 00jO%_ - PIPE ®2.59% -J - -- 390 CO_fG' 0 ♦ D 389 _ ___ __ - - - _ - 86 A, Q+ oc 4 "-i VC DS POC _ " - = - _ - -TYPE- 600 _ - -- - - - -82 +GO - Q QD - ' FOR MECH _ _ - - _ _ a Q _ _ " - / z - � Z W (TYP.) 6 PVC POC FOR - CO-TG" / - RIM�3 9.65 � UNDERSLAB D&AINAGF " - " IE 386.0 _ - - / / ��r ; co 43 LE %HDPE - " -, -- / -�� - -- - - / //J �a i SD 6 1.70% -. _ -IE 379:8 / ' 6" . PVC­-DS' , -- _ ` , - ss - 65 "HDPE _ - -' % / - - -- - 7 LF 8" - - / _- m 1.0% MIN. , - - SD "3: __ - - - - / o^ ' 2 �i Z � AREA DRAIN -:'300 ECC6) // VERTICAL BEND - &'CO 6" PVC DOWNSPOUT; - - _- - - o o ''i0 _ S� 7.47% �� C ' r ' LL - -_ $TA_45 +31:95, 17.30' LL' ) - COLLECTOR..(DSP) - - Z IE 384.0 (IN) - RIM 383.87 6° PVC DSP" IE 380.0 (OUT) 1.0% ,MIN. o i - 1- - -1 0 y ♦ it - -'- 8" IE 382.20 �' ® 1,A% MIN. , - - - - - -r - - -a�:t ,� - _ - - -- ®.% � Cam' BARE' DRAT - 502 < W fn 27 LF 8" DI ' ' = i / , / ti i STA 50 +25.36, 16.0 RT Q Q 50. 0 0-50% ' " 1 �� - t = �' RIM 389.20 CO TG - \ iE 391.0 __ - AREA RAIN - H '/ — Z _ r y Ja" , �. 8° IE� 6.10 B CO COT 'i 49+97 25 6 62 R� _ ' (TYP) C6.4 1€391.0 - - - A Z - - /, 388838 - iJliE RM�( 1il jJCH. W Q � 521 LL LU \ o p _ - a a - - - -,_ " _ y l E 1 CB 500 w d CT SF i'/ STA 49 +97.19 Q Q / v D RC 837 I CSI Z ?%A JG4/l.A TES 10 LF 8 HOP = - - - -" � - - O - -- — -._ _ rn 7 -1 `_ LY i �v v. ���• , 6 _. p----- n — icy.:_" _" — tii -�� �� - — _ - - — \ 4142 O \\ �, SD ® 4.40% ® Z /', SEE SHEET C0 FOR _TYPE / lx 41 4 7+- SEED` DRAINAGE NOTES �.. 4. �W y b -� �-3a : _,. M - cR _i IE 382.Q6` I�.OUT�� ®_2A0i- I SD _ STA. +26.83 - - - - �. - _ 4 TYPE t CB— S� _ - _- _ _ \ ; » - R=374117 _:4,- 1 ` ' r � — — Z. _ _ 5 „ �• ; v � _ -- r Iz[IS „a V./ Ce,F TRIAD ,.. 11 rs He U T(F)o Phl1' - -5➢ _” v -I y,, . r = c I of • rI I, — sa- " - >Uxx ,� s Z x N � 58 \rte J_ S — - -� R ( ri � 6 - _�`I 3b;6 49 0 10 20 40 1 inch = 20 feet CITY OF RENTON Approved by: � Date: B •__1__///•/� Approved by: u Date: 9-/U/201* r/"12'/`� DRAW %M9UE REV DESIGN DEV. h COORDINATION 01115114 BID SET 05115/14 LAND USE REVISION 06/05/14 PtG��\ PE"®- 2Y% PV = = 383- --8 -IE 38430 40 C �` ♦ �Q 8" IE 3893 1 _ 40 LF8" DI 39U_ ._ - - - -- - - -- _ - -- - - - - - - -- - - - - a -- i - - - _ - -_._. IE 380.40', Lf 8 lTD - 32i =P -- - �- -_- ' , \ /' Z ♦ _ / Sad - , -'" - -- - -- - + - - - - _ -- Su 00jO%_ - PIPE ®2.59% -J - -- 390 CO_fG' 0 ♦ D 389 _ ___ __ - - - _ - 86 A, Q+ oc 4 "-i VC DS POC _ " - = - _ - -TYPE- 600 _ - -- - - - -82 +GO - Q QD - ' FOR MECH _ _ - - _ _ a Q _ _ " - / z - � Z W (TYP.) 6 PVC POC FOR - CO-TG" / - RIM�3 9.65 � UNDERSLAB D&AINAGF " - " IE 386.0 _ - - / / ��r ; co 43 LE %HDPE - " -, -- / -�� - -- - - / //J �a i SD 6 1.70% -. _ -IE 379:8 / ' 6" . PVC­-DS' , -- _ ` , - ss - 65 "HDPE _ - -' % / - - -- - 7 LF 8" - - / _- m 1.0% MIN. , - - SD "3: __ - - - - / o^ ' 2 �i Z � AREA DRAIN -:'300 ECC6) // VERTICAL BEND - &'CO 6" PVC DOWNSPOUT; - - _- - - o o ''i0 _ S� 7.47% �� C ' r ' LL - -_ $TA_45 +31:95, 17.30' LL' ) - COLLECTOR..(DSP) - - Z IE 384.0 (IN) - RIM 383.87 6° PVC DSP" IE 380.0 (OUT) 1.0% ,MIN. o i - 1- - -1 0 y ♦ it - -'- 8" IE 382.20 �' ® 1,A% MIN. , - - - - - -r - - -a�:t ,� - _ - - -- ®.% � Cam' BARE' DRAT - 502 < W fn 27 LF 8" DI ' ' = i / , / ti i STA 50 +25.36, 16.0 RT Q Q 50. 0 0-50% ' " 1 �� - t = �' RIM 389.20 CO TG - \ iE 391.0 __ - AREA RAIN - H '/ — Z _ r y Ja" , �. 8° IE� 6.10 B CO COT 'i 49+97 25 6 62 R� _ ' (TYP) C6.4 1€391.0 - - - A Z - - /, 388838 - iJliE RM�( 1il jJCH. W Q � 521 LL LU \ o p _ - a a - - - -,_ " _ y l E 1 CB 500 w d CT SF i'/ STA 49 +97.19 Q Q / v D RC 837 I CSI Z ?%A JG4/l.A TES 10 LF 8 HOP = - - - -" � - - O - -- — -._ _ rn 7 -1 `_ LY i �v v. ���• , 6 _. p----- n — icy.:_" _" — tii -�� �� - — _ - - — \ 4142 O \\ �, SD ® 4.40% ® Z /', SEE SHEET C0 FOR _TYPE / lx 41 4 7+- SEED` DRAINAGE NOTES �.. 4. �W y b -� �-3a : _,. M - cR _i IE 382.Q6` I�.OUT�� ®_2A0i- I SD _ STA. +26.83 - - - - �. - _ 4 TYPE t CB— S� _ - _- _ _ \ ; » - R=374117 _:4,- 1 ` ' r � — — Z. _ _ 5 „ �• ; v � _ -- r Iz[IS „a V./ Ce,F TRIAD ,.. 11 rs He U T(F)o Phl1' - -5➢ _” v -I y,, . r = c I of • rI I, — sa- " - >Uxx ,� s Z x N � 58 \rte J_ S — - -� R ( ri � 6 - _�`I 3b;6 49 0 10 20 40 1 inch = 20 feet CITY OF RENTON Approved by: � Date: B •__1__///•/� Approved by: u Date: 9-/U/201* r/"12'/`� DRAW %M9UE REV DESIGN DEV. 11/08/13 COORDINATION 01115114 BID SET 05115/14 LAND USE REVISION 06/05/14 Al ADDENDUM #1 06112/14 A2 ADDENDUM #4 07102/14 UTILITY SET 07116/14 PERMIT REVISION 1 08119/14 MYLAR NO REV DATE 1 PERMDREYISION 08.07.14 AS NOTED DATUM JIM CPTY OF 7K RENTON Planning /Building /Public Works Dept. 3 PEWREOSION 07.1 1114 d 1 PERNRRMIONIMYIAR 08.18.14 �..o Na Call 811 � two business days before you dig SCALE: AS NOTED PLOT DATE: 08/19/14 PRINCIPAL MAV PROD. MGR: AGC E ; y UCP U14001164 DRAFTER TAD W � a TR1AD AS NOTED DATUM JIM CPTY OF 7K RENTON Planning /Building /Public Works Dept. VANTAGE POINT APARTMENTS ON SITE IMPROVEMENT PLANS DRAINAGE PLAN 8 -19 -2014 AGC �..o Na T � Fr1c r,ox C 6.1 NO. REVISION BY DATE APPR °fl°*'a AGC 9°7` °' 61 17 c_�- 2---S7` rN 7 w all Z U w Of 0- M m U a N Q 1 ✓ PIFE ALLOWANCES PIP. HANNAL FMNE •NO VANED ORATE asmORCLO on PI on ETE +a Los Y\ t PTnl x.�. T� �Y l A� Jea „ c 11 o xL at o s; ssslf e, exa A Ein \`mvdisser dslm+1HEdr DNaudc PRECAST 01 F! BE=M NOTES 1. As auytaC4 aremalves In the rebar SMwnm9re PREGAST BASE SECTION, 9mas IPbead. —hot 9 to me $IentlffiE S... fiWlbasl, er +rrem haver, a mmimJm aura of 012 square inches par fore iholl be head win the minim rm rebtrad mbar shave, in the ALTERNATIVE PRECAST BASE SECTION. Wvemesherallashmplawal Inito kneekodo 2. The me "I4 —ebr shall not be greater than 20t Knakoubshall have a I thernessol2- minimum to 2.5' mostrom. Pmvtle a LS um gee helwaon fa I'd glulwall antl herebm aina oriho pile. vat Me, lo Deed Smorresh rP inn 9oV wnhpmt mMar m aro,menrh wM $IdMdltl $peti5pnan 5g d.]. 3. Toe maxmdm caro lmm the Have o rare la the bwasl eipe'nven Nall be 5'. I . The lame aM 9ele must eersealloa wXo the learn oven. 5. The Forest Sale Norton may have a mended flow and Me oars mdy oa donee at a Ards, of 1 So on sleecer. 6. The open rN SM1atl be a..,. at the by 0 the greed. be- IL >. All more, Mba Sad de .1. 1.11 made me ons n has an Traded 8. Ad ,ad. amid and w4 ..Il be -1,It od.r in a¢ .a. In Send No Spent tan 581.3. Ares ams, ALTEENATVE PEEGAEF NYSE SELION PUBLIC WORKS CATCH BASIN TYPE I DEPARTMENT FRAME AND VANEP OMTE .wswrcF AmeoTronared,. �t,\ roorOssorearbaboadebabooT eaeewrtom rddhood NT secrov AOJOSTNEMEECTIOH BASEMMON IwTES T THE COVER OR GRATING OF A CATCH BASIN SHALL NOT BE GROUTED TO FINAL GRATE UNTIL THE FINAL EIEVATON OF THE PAVEMENT. GUTTER. DITCH. OR SIDEWALK IN YMICH RIB TOBE PLACED HAS BEEN ESTABLISHED. AND UNTIL PERMISSION THEREAFTERB GNEN BY THE ENGINEER TO GROUT OR GRATING IN PLACE IN ACCORDANCE WITH STANDARD SPECIFICATION 7853. 2. SHIMS SHALL NOT BE USED TO SET FRAME TO GRACE, THE USE OF SHIMS IS PROHIBITED. 3. MORTAR SHALL BE PLACEDDEIWEEN ADJUSTMENT RINGS AND BRICKS P W Ost TO PLACEMENT. 4. THE USE OF BRICK IS PERMITTED WHERE THE BRICKS ARE STAGGENED TD CREATE RUNNING BOND OR;$ BOND. SID. PLAN - 200.00 MARCH 2008 sea xoTF. /" ds PUBLIC WORKS CATCH BASIN INSTALLATION SID. PLAN — 202.00 ,� v DEPARTMENT MARCH 2008 m fl ar a - `I - e<.wa.mnw SEPAR TTEERASE CATCH BASIN DINENSIONE U�Ad NiwCINE551 W aa4 NpWE9 I°�Cx M..'a ° AHw �',essea DAECTKW — Avato me, m rsadvFMSE doe.L. 1 Al ADDENDUM #1 ar u 2r J ar all 4a If ors h c3N U O Opp Idxnnl ryryAml Z COVER BECTIOM VIEW az• a x' Q 1a ga P Y a' °A be °A NOTES +. No steps am requtreo when mail Is 4' p mss. 2. The beltom of the °rewsl catch nosier mry N slopttl to IatitlWb GedI _. Me vaboda uar frame a rd gate and IT be Installer with the fears been, The tame mdy he real roleI atllusMea I. ♦. KneM tsshNl Wa awallth,anessaf2'mini =to2.5'r mom. Proege 15 " umgapoetwoen NeknoehoutwallaMftw the OfN oae. After 0 Tine' "n bletl fiIINe9apwiNloinlmMar 'naaixWnw pNl Sbnrartl Seec+Fw(m 40M1 3. z Ag mall ' sod anrwatn,sahellceeeTm KKm a —xN 8pdkal St M m b Cmpvm PSryeMmesamemeFelsB . S{acamMl 1 az. �s,a➢ Yt PUBLIC WORKS CATCH BASIN TYPE 2 r SID. PLAN — 201.00 / DEPARTEIEVT — I MARCH 2008 i PIPE ALLOWANCES Uid aw 11 NC+ r ahem hear we sOM' wNETFn' FULL or Intel. HI Avato me, Iss- meaddecmrem. 1 Al ADDENDUM #1 ar u 2r J ar all id, - j h PROJ. MGR: c3N U O Opp TOP NOTES t Thn home radespred Wawvmnorek 20'124' 9aresor i. Pmvga Nroholes in Me I2me Nat are vaatcally alynM vM E. L"Folven, to- Are Icariure� nr SECTION DETAIL 11 BOLT -DOWN RETAIL PUBLIC WORKS RECTANGULAR FRAME CDEPARTMENT a104 J NW 32 a 3 7 TOP old SECTION OA X 9 f 9_ 4a . _ &LtJ _— _ -_ —_ SECTION U / / \ / BOLT-DOWN enddI SLOT DETAIL \ \ \�NOTES I . PNVNa two smN In ba ga le NaR v emG9y Willmar wdh thMIn Ne lam. Laof WRdown slots vares baseball rinerem manufacNre e 160mE le 7Faster to Shemand Spadfireton 985.15121 for drill ropuameore a UNesaanerwse spot tea vaned homes shelf be drove Wth tandard frame n Metraval"I sense or shoUlder vaned g t rabr shall mi be lo somm N. ads. Use vaned stales no, roll tl Rose I PLAN — 204.20 PUBLIC WORKS RECTANGULAR _ `die DEPARTMENT VANED GRATE MARCH SOOB RE— N ♦ N E A. ENT . T N E C U A V E ,( BRAIN 5 alt "invert bur —has COVER BOTTOM VIM PLAN VIEW —zAx _.._ aw 11 NC+ r ahem hear we sOM' 11108113 P-1 Lttativt °I EM rows hdes esme amyp aihorenl a � meaddecmrem. 1 Al ADDENDUM #1 O q)O�i a Relerto Samara SPedRatan 98515121 NrarOWral y L_ J m akemenD \� j 0 N SECTION J j h E. L"Folven, to- Are Icariure� nr SECTION DETAIL 11 BOLT -DOWN RETAIL PUBLIC WORKS RECTANGULAR FRAME CDEPARTMENT a104 J NW 32 a 3 7 TOP old SECTION OA X 9 f 9_ 4a . _ &LtJ _— _ -_ —_ SECTION U / / \ / BOLT-DOWN enddI SLOT DETAIL \ \ \�NOTES I . PNVNa two smN In ba ga le NaR v emG9y Willmar wdh thMIn Ne lam. Laof WRdown slots vares baseball rinerem manufacNre e 160mE le 7Faster to Shemand Spadfireton 985.15121 for drill ropuameore a UNesaanerwse spot tea vaned homes shelf be drove Wth tandard frame n Metraval"I sense or shoUlder vaned g t rabr shall mi be lo somm N. ads. Use vaned stales no, roll tl Rose I PLAN — 204.20 PUBLIC WORKS RECTANGULAR _ `die DEPARTMENT VANED GRATE MARCH SOOB RE— N ♦ N E A. ENT . T N E C U A V E ,( BRAIN 5 alt "invert bur —has COVER BOTTOM VIM PLAN VIEW REV DESIGN DEV. 11108113 P-1 N BID SET � 1.c W 1 Al ADDENDUM #1 O q)O�i .0 y L_ J 07116/14 U j 0 N J j h PROJ. MGR: c3N U O Opp Idxnnl ryryAml Z COVER BECTIOM VIEW 1 1 1 � Ilsati6l ISOMETRIC VIEW z �nju¢crt i I I Im.ml� ~ Ii A hod FRANESECTIONVIEW NOTES SID. PLAN — 2"GO MARCH 2008 REVISION I \ry \x EGN .DUNG DETAIL +I 1 I1�1 1 lad*nl, BASK Er GROOVE DETAIL C t % PUBLIC WORKS STORM ROUND FRAME AND COVER S1D PLAN —20460 F A* DEPARTMENT — :' MARCH 2000 111, — R- 314118 CITY OF RENTON Approved by: Date: .9.2w.4 Approved by: K/v_f�t Date: g Approved by: Approved by: UCP U14001164 DFWttD: Y/3E TRIAD " AS NOTED 'un " '°m O THE '°°' OF I AGC SZ Nu RENTON fALVIII: TAD 01ERa' DATUM Plan ning /Building /Public Works Dept. SZ N0r oE.DII BY DATE APPR AnnoAD err SOME "C0p1DE10° CRIAING ME REV DESIGN DEV. 11108113 COORDINATION N BID SET � 1.c W to I Al ADDENDUM #1 O q)O�i .0 y L_ J 07116/14 U j 0 N J j h PROJ. MGR: c3N U O Opp Y —D CRIAING ME REV DESIGN DEV. 11108113 COORDINATION O BID SET 05115/14 LAND USE REVISION 06105114 Al ADDENDUM #1 06112114 w Z J 07116/14 PERMIT REVISION / = J PROJ. MGR: AGC U Y —D Q Z LU O~ H Q w Q w � Q Z N II.- Y � U (� = Q O I- I— O LO Z T- > o 0 �O\ V/ r CRIAING ME REV DESIGN DEV. 11108113 COORDINATION 01/15/14 BID SET 05115/14 LAND USE REVISION 06105114 Al ADDENDUM #1 06112114 A2 ADDENDUM #4 07102114 UTILITY SET 07116/14 PERMIT REVISION / 08/19/14 MYLAR NO REV DATE 1 MIT REVISION 05.0].14 two business days sod S MIT REVISION 07.16.14 4 REMIONIA IYVR SPI N.19.14 08/19/14 PRINCIPAL MAV PROJ. MGR: DRAFTER: TAD D0D VANTAGE POINT APARTMENTS 6 -19 -2014 ON SITE IMPROVEMENT PLANSmB DRAINAGE DETAILS C6.2 aEEn 18 OR 61 CD' f2__e�7`EII� Call • two business days sod before you dig SCALE: AS NOTED PLOT DATE: 08/19/14 PRINCIPAL MAV PROJ. MGR: AGC DRAFTER: TAD D0D VANTAGE POINT APARTMENTS 6 -19 -2014 ON SITE IMPROVEMENT PLANSmB DRAINAGE DETAILS C6.2 aEEn 18 OR 61 CD' f2__e�7`EII� W Q 2 U W O a c U 3 a 0 N d h 0 m ^c U IS 0 L M h N ^7 I S x m U E �n a I N Q 'rte i �xe.RaD>�KNG t =n.a, F I L T 4 orD`C D RSraAN xaB t, rte- 7 L: e••x Er FUrauarov:,mw.. ��' PREFLBRICATED LADDER ��V- = z,m _ ran �Py ztsw.jr TYPICAL. ORIENTATION - 1a .- 1 -..... -.1 FOR ACCESS AND STEPS Lte'r STEP 72• FLAT aw TOP AVE T u0.P5® BPYPW �l a -1r I .Mn =I t N.. ECCENTRIC GONE SECTION •r, u•, w Eo• BUT Sw TOP T l\�?I,C /iI DxE.J awxooP i ; TACIFISHIRINNI RECTANDDw ADJUSTMENTSECTON CIRCULAR ADJUSTMENT SECTION 10ASan accepNNeanerreB+e b reGar, xire men Iavrg a re dD.l2 spwre iHoresce foomayt'a UZed Re mNetArom seCSJt6 PUBLIC WORKS MISCELLANEOUS DETAILS FOR SM. PLAN - 204.90 ` DEPARTMENT DRAINAGE STRUCTURES MARCH 2008 F,FPEMNOTES' .PAN eMPPmrvls.AA allonw.WPW CM50ud�Pen an erMaNrreM. YP.�MIKlien awIRM"... addeN d, < m P z. Mdalt¢meeed"dmem.m M.H. awma xm droPRMA',pp�swIa wulwm.:wda ITY -IF. J-...P°exieN.PMAE' Ntll Ne mral:ltl in xin W w xM Cesgi A a. emaew dce. xee p+Atn unlwreblomnevt Leo N Im1MW vN N59iA s. o.D u wa w trowlw. eawrdapryeplre a1OWsPaNdp�„N MOn A slgmx GO D.'eim MFNT YesmOD. w4IOD. etwts ,': a1 wW pxe3 Les Co I"a< sm. 2d to balNas pe&s Vui .T atlspLo gealpvm W. ©. Bp�Ulw ma.UmelmIDirygr.ead ee I. . s"nsn. en-.- - wa de-1r. MN1Ad.MOaon1eFrSra SWTIAPWA) siaMaN Sp.vfiraacrm.l PIP, Size e rcdiar FOR Conk., LCPE, CMP (eemeleT) 12r to 24- 12. 30-to 96- RIMS 12 -FBI 4e- R' -aI metal only (span) 18 -to 36" 1T 47 to 142- span 13 1410 to 19Y 46- Om IJ F WR oA °°°` FIT A -A ... IPPI- a .h.-111IS 1. W W uM Colrer°Y Nw B.IISIq Fn PMwlxe PlPe I Police op MANN p z H m awunder ePdronee. Dc p.Hxrd1gm1 pa mssu m. rc.NY: d�HPmy %Pa d, Sear VIPe..PpY Prepaatl0n01 Trand'e my Lo•~� Fee -',, a a re.IIPIOn°rinadarM.Iredreere . ,..,a - - -- wstlnulRAPP0apJ�wIilrfteNDanduy Pollen. ills Plpe xme wlll Dx tl¢acluvl lrpM WgIN Re mllvmum m-nelesnCNSlull tel jLD. =10'. ✓ ++�N 6Tere. Wd511 W11-- mile TAPHRlrq S.m. m.v.R °m'< ,e.vmav�wm Trcncfes' In P. ssAX1 xurere wclbn Jm° WSDOPAP W A sandard epeorea ens. er PMV PON -1e °r camps In,., III l• IRS nM.l,Id denier 6- Pte_ Arch ImAMMr n OPI -IEe enUell.berkfill.needl. 6. Sea EaWing Malenal (.r flavl4la Plq'NaprpDiipf of lee WSDOTIAP VA Ore. Me area. rdu.1 m. ma en..pecttan.ai F,FPEMNOTES' .PAN eMPPmrvls.AA allonw.WPW CM50ud�Pen an erMaNrreM. YP.�MIKlien awIRM"... addeN d, < m P z. Mdalt¢meeed"dmem.m M.H. awma xm droPRMA',pp�swIa wulwm.:wda ITY -IF. J-...P°exieN.PMAE' Ntll Ne mral:ltl in xin W w xM Cesgi A a. emaew dce. xee p+Atn unlwreblomnevt Leo N Im1MW vN N59iA s. o.D u wa w trowlw. eawrdapryeplre a1OWsPaNdp�„N MOn A slgmx GO D.'eim MFNT YesmOD. w4IOD. etwts ,': a1 wW pxe3 Les Co I"a< sm. 2d to balNas pe&s Vui .T atlspLo gealpvm W. ©. Bp�Ulw ma.UmelmIDirygr.ead ee I. . s"nsn. en-.- - wa de-1r. MN1Ad.MOaon1eFrSra SWTIAPWA) siaMaN Sp.vfiraacrm.l PIP, Size Min. Uist. between barrels rcdiar FOR Conk., LCPE, CMP (eemeleT) 12r to 24- 12. 30-to 96- RIMS 12 102-to 1e0C 4e- R' -aI metal only (span) 18 -to 36" 1T 47 to 142- span 13 1410 to 19Y 46- SID. PLAN - 220.00 .,✓ ,. PC9LICISORKS DESIGN BACON e� DEPARTUENT DESIGN AND BACKFILL I hfARC41 '2008 LADE ACCESS ABOVE 1/4 SECTION NW 32 TOWNSHIP 23 RANGE 05 ROUND FRAME AND SOLID COVER RIM 378.67 SECONDARY INLET ' 54" TYPE 2 WS ELEV. Q CATCH BASIN 377.00 IN u 12" RISER / 6" ELBOW TRIER / 1 1/2 "0 ORIFICE I POND BOTTOM ELEV. 3727MO V 12" IE 373.00 6" SEDIMENT STORAGE ` lV Z .P -- I Pun i\ MOD H.w P, ccip. Z J S T6 I'll., CPLP uC0 ➢✓� C C D.s OF ET FEE (v) NIVIR all ce:c >-1 SIDE VIEW NTE I Teia.t&tm1r'el- ..mtlxrysmpPm 38'dle.MAATNkr. 2. See drseles .3.1DrwdeMSSmnmmPWp.ArslM M CMVmn.r mednay A. News. 3. Al l Neel pane..' No galranuM pG&III YM (TBaere�l l pOda ) 4. OPENemwN I0100V One mouses pY" eswye d.SMeemere PlF.. PUBLIC WORKS DEBRIS BARRIER DEPARTMENT NO. STD. PLAN - 223.00 MARCH 2008 REVISION A t wrE � 12° I pf.P 373.00 W .i BAIT 0 y N N -030 cep dO yy°30 C -cN Ul Nn m °mod Ned s h P m ¢ y0 I leaee�.N.-w °d,... t 3 N \. .. suooT »ROUxO Sens 'weLOSO eau.0 ELPACEO. eemrsxALLaeetarl a o-DeFIFFILY 1A0FOsIA � 12° I IE 3 373.00 W .i LE Om IJ F WR oA °°°` FIT A -A ... \ Toco aor:rn 1 1/16 "0 ORIFICE xorea - BOTTOM OF BIRDCAGE ELEVATION PER PLAN ela ssonlon. �LXIMFT TDI t I- A a CB. F m e' CB' eP b AMT deMr ISPIC Ea Mz - epic d1ba rowel ImM. 2. pa M i a 1 IOp lI tar dLea" Mn. 3. 'FA la MWI M aP.r% 9e Ppvlblb Cella d.T� Ce *Wldplsfq we Mldedro:JrIBN-V- ,,,IYWY Fpde[�scaeaswMln MIIpMAmY PUBLIC WORKS OVERFLOW STRUCTURE DEPAR'I'MEN'r C c Pe - SEE NOi E ��_ ��e.AELa�iK,xe.t »L«.xPEw �L,T 1' o w.WF.R�aLF, aEDO""x,eaaxa. IAT -N1 xoTeu 1. SHEAR DATESHµL BE ALUMINUM ALLOY PER A5TM Bad -ZG-XU OR CAST IRON ASTIR AM C1Aoo AS AS REQUIRED. 3 DATE SHAIL BE 8IN, DANA. UNLESS CHEMISE SPECIFIED, 3 GATE SHALL BE JOKED TO TEE SECTION BY BOLTING (THROUGH FLANGE). WELOxG OR OTHER SECURE MEANS. ° LIFT ROD AS SPECIFIED BY MFR. WnH HANDLE EXTENDING TO WITHIN ONE FOOT OF COVER AND ADJUSTABLE LOOK LOOK FASTENED TO FRAME OR UPPER HANDHOLD. 5. DATESHAIL NOT OPEN BEYOND THE CLEAR OPENING BY LIMITED HINGE MOVEMENT. STOP TAB, OR SOME OTHER DEVICE. 6 NEOPRENE RRMER GASKET REQUIRED BETWEEN RISER MOONTWG FLANGE AND GATE ELNGE. 7. MATINGBURFACES OF LID AND BODY TO BE MACHINED FOR PROPER FR. 0. FLANGE MOLWTINGBO155KLLLBE Yd W. DANA. 5TNNLE005TEEL. 9. ALTERNATE CLESIOUTISHEAS ANTES TO THE DESIGN SHOWN ARE ACCEPTABLE, PROVIDED THEY MEET THE MATERIAL SPECIFICATIXIS ABWE AND HAVER SIX BA-T, 10 MIN, BOLT CIRCLE FOR BOLTING TOTHE FLANGE CONNECTION. • PLBI fC WORKS FROP - T - SHEAR GATE DETAIL SM. PLAN - 237.30 \w/• DEPA12 Ph1ENT - MARCH 2O05 0� SID. PLAN 234.20 MARCH 20D8 ' R- 314119 CITY OF RENTON Approved by: Date: B-21-i Approved by: 064 Date: ew-4E /1' Approved by: Approved by: TRIAD arrNc CITY OF AS NOTED 1°�ONf"`IL'D 10m 1°B' t9� S2 RENMN TAD 01E E°' DATUM SZ xorMatEIEx Planning /Building /Public Works Dept. err 91 y O Z Z c11Iu J 3: G (/5 J J LLJ Q Z O Lu Q w Y � Z Q U Lu (7 Lu = ¢ O Q I- CD Q Q Z >o Q 0 co ti r DINWINGISSUE DESIGN DEV. 11/08/13 COORDINATION 01/15/14 BID SET 05/15114 LAND USE REVISION 06/05/14 Al ADDENDUM #1 06/12/14 A2 ADDENDUM #4 07/02114 UTILITY SET 07116114 PERMIT REVISION / 08/19/14 MYLAR NO REV DATE 1 PERMIT REVISION 05.07.14 3 PEWREVISION 0711114 d PEJtlNRREVISION /MYIAR 09.19.16 Call 811 • Two business days before you dig SCALE: AS NOTED PLOT DATE: 08/19/14 PRINCIPAL MAV PROJ. MGR: AGC DRAFTER: TAD VANTAGE POINT APARTMENTS 8-19-2014 ON SITE IMPROVEMENT PLANS PAGE DRAINAGE DETAILS C6.3 am 19 BE 61 Cam, rz --e'-2 (-I � 12° I IE 3 373.00 W .i LE Om IJ F WR oA °°°` FIT A -A ... 1 1/16 "0 ORIFICE xorea - BOTTOM OF BIRDCAGE ELEVATION PER PLAN ela ssonlon. �LXIMFT TDI t I- A a CB. F m e' CB' eP b AMT deMr ISPIC Ea Mz - epic d1ba rowel ImM. 2. pa M i a 1 IOp lI tar dLea" Mn. 3. 'FA la MWI M aP.r% 9e Ppvlblb Cella d.T� Ce *Wldplsfq we Mldedro:JrIBN-V- ,,,IYWY Fpde[�scaeaswMln MIIpMAmY PUBLIC WORKS OVERFLOW STRUCTURE DEPAR'I'MEN'r C c Pe - SEE NOi E ��_ ��e.AELa�iK,xe.t »L«.xPEw �L,T 1' o w.WF.R�aLF, aEDO""x,eaaxa. IAT -N1 xoTeu 1. SHEAR DATESHµL BE ALUMINUM ALLOY PER A5TM Bad -ZG-XU OR CAST IRON ASTIR AM C1Aoo AS AS REQUIRED. 3 DATE SHAIL BE 8IN, DANA. UNLESS CHEMISE SPECIFIED, 3 GATE SHALL BE JOKED TO TEE SECTION BY BOLTING (THROUGH FLANGE). WELOxG OR OTHER SECURE MEANS. ° LIFT ROD AS SPECIFIED BY MFR. WnH HANDLE EXTENDING TO WITHIN ONE FOOT OF COVER AND ADJUSTABLE LOOK LOOK FASTENED TO FRAME OR UPPER HANDHOLD. 5. DATESHAIL NOT OPEN BEYOND THE CLEAR OPENING BY LIMITED HINGE MOVEMENT. STOP TAB, OR SOME OTHER DEVICE. 6 NEOPRENE RRMER GASKET REQUIRED BETWEEN RISER MOONTWG FLANGE AND GATE ELNGE. 7. MATINGBURFACES OF LID AND BODY TO BE MACHINED FOR PROPER FR. 0. FLANGE MOLWTINGBO155KLLLBE Yd W. DANA. 5TNNLE005TEEL. 9. ALTERNATE CLESIOUTISHEAS ANTES TO THE DESIGN SHOWN ARE ACCEPTABLE, PROVIDED THEY MEET THE MATERIAL SPECIFICATIXIS ABWE AND HAVER SIX BA-T, 10 MIN, BOLT CIRCLE FOR BOLTING TOTHE FLANGE CONNECTION. • PLBI fC WORKS FROP - T - SHEAR GATE DETAIL SM. PLAN - 237.30 \w/• DEPA12 Ph1ENT - MARCH 2O05 0� SID. PLAN 234.20 MARCH 20D8 ' R- 314119 CITY OF RENTON Approved by: Date: B-21-i Approved by: 064 Date: ew-4E /1' Approved by: Approved by: TRIAD arrNc CITY OF AS NOTED 1°�ONf"`IL'D 10m 1°B' t9� S2 RENMN TAD 01E E°' DATUM SZ xorMatEIEx Planning /Building /Public Works Dept. err 91 y O Z Z c11Iu J 3: G (/5 J J LLJ Q Z O Lu Q w Y � Z Q U Lu (7 Lu = ¢ O Q I- CD Q Q Z >o Q 0 co ti r DINWINGISSUE DESIGN DEV. 11/08/13 COORDINATION 01/15/14 BID SET 05/15114 LAND USE REVISION 06/05/14 Al ADDENDUM #1 06/12/14 A2 ADDENDUM #4 07/02114 UTILITY SET 07116114 PERMIT REVISION / 08/19/14 MYLAR NO REV DATE 1 PERMIT REVISION 05.07.14 3 PEWREVISION 0711114 d PEJtlNRREVISION /MYIAR 09.19.16 Call 811 • Two business days before you dig SCALE: AS NOTED PLOT DATE: 08/19/14 PRINCIPAL MAV PROJ. MGR: AGC DRAFTER: TAD VANTAGE POINT APARTMENTS 8-19-2014 ON SITE IMPROVEMENT PLANS PAGE DRAINAGE DETAILS C6.3 am 19 BE 61 Cam, rz --e'-2 (-I O Z Z c11Iu J 3: G (/5 J J LLJ Q Z O Lu Q w Y � Z Q U Lu (7 Lu = ¢ O Q I- CD Q Q Z >o Q 0 co ti r DINWINGISSUE DESIGN DEV. 11/08/13 COORDINATION 01/15/14 BID SET 05/15114 LAND USE REVISION 06/05/14 Al ADDENDUM #1 06/12/14 A2 ADDENDUM #4 07/02114 UTILITY SET 07116114 PERMIT REVISION / 08/19/14 MYLAR NO REV DATE 1 PERMIT REVISION 05.07.14 3 PEWREVISION 0711114 d PEJtlNRREVISION /MYIAR 09.19.16 Call 811 • Two business days before you dig SCALE: AS NOTED PLOT DATE: 08/19/14 PRINCIPAL MAV PROJ. MGR: AGC DRAFTER: TAD VANTAGE POINT APARTMENTS 8-19-2014 ON SITE IMPROVEMENT PLANS PAGE DRAINAGE DETAILS C6.3 am 19 BE 61 Cam, rz --e'-2 (-I DINWINGISSUE DESIGN DEV. 11/08/13 COORDINATION 01/15/14 BID SET 05/15114 LAND USE REVISION 06/05/14 Al ADDENDUM #1 06/12/14 A2 ADDENDUM #4 07/02114 UTILITY SET 07116114 PERMIT REVISION / 08/19/14 MYLAR NO REV DATE 1 PERMIT REVISION 05.07.14 3 PEWREVISION 0711114 d PEJtlNRREVISION /MYIAR 09.19.16 Call 811 • Two business days before you dig SCALE: AS NOTED PLOT DATE: 08/19/14 PRINCIPAL MAV PROJ. MGR: AGC DRAFTER: TAD VANTAGE POINT APARTMENTS 8-19-2014 ON SITE IMPROVEMENT PLANS PAGE DRAINAGE DETAILS C6.3 am 19 BE 61 Cam, rz --e'-2 (-I NO REV DATE 1 PERMIT REVISION 05.07.14 3 PEWREVISION 0711114 d PEJtlNRREVISION /MYIAR 09.19.16 Call 811 • Two business days before you dig SCALE: AS NOTED PLOT DATE: 08/19/14 PRINCIPAL MAV PROJ. MGR: AGC DRAFTER: TAD VANTAGE POINT APARTMENTS 8-19-2014 ON SITE IMPROVEMENT PLANS PAGE DRAINAGE DETAILS C6.3 am 19 BE 61 Cam, rz --e'-2 (-I Call 811 • Two business days before you dig SCALE: AS NOTED PLOT DATE: 08/19/14 PRINCIPAL MAV PROJ. MGR: AGC DRAFTER: TAD VANTAGE POINT APARTMENTS 8-19-2014 ON SITE IMPROVEMENT PLANS PAGE DRAINAGE DETAILS C6.3 am 19 BE 61 Cam, rz --e'-2 (-I VANTAGE POINT APARTMENTS 8-19-2014 ON SITE IMPROVEMENT PLANS PAGE DRAINAGE DETAILS C6.3 am 19 BE 61 Cam, rz --e'-2 (-I w zz U w 00 rr a m c U n m N Q ROW DUCTILE IRON GRATE, H -20 LOADING, ADA COMPLIANT CAST IN PLACE 6" TRENCH DRAIN TO CONFORM TO GRADE ELEV. NOTED ON GRADING PLANS. TRENCH SLOPE SHALL BE A MIN. 0.50% SLOPE TOWARD TRENCH DRAIN CATCH BASIN PORTLAND CEN CONCRETE ON SITE I 4" 6.. 4" [GSLOPE PER RADING SHEETS SECTION #4 CONTINUOUS NOSING BAR (TYP) #4 CONTINUOUS BAR (TYP) COMPACTED SUBGRADE SCALE: 1" = 1 11111 roo of inu".i nn irn� MlN n no Anion n, Au rvn 12 "x24" ZURN FLOW THRU PERMA 1/4 SECTION NW 32 TOWNSHIP 23 RANGE 05 TRENCH CB W /ADA COMPLIANT GRATE w z � a °w 1 oZ o¢ a° J �.n I_1II ZURN FLOW THRU 286 PERMA — TRENCH GRATE OR APPROVED EQUAL. VERIFY SURROUNDING FINISHED GRADE PRIOR TO FORM WORK AND MATCH PAVEMENT ELEVATION PLAN VIEW BUILDING FOUNDATION WHERE APPLICABLE N AND GRATE NTS e A SMITH 4020 CLEANOUT W /GALVANIZED CAST IRON COVER 0 OR APPROVED EQUIVALENT .2' ABOVE GRADE (TYP) h I X PAVING PER HORIZONTAL CONTROL PLAN " YU ll LLnvA UOn - - - t - - ° " i - ELEVATION CLEANO NTS 8 "x6" NYLOPLAST INLINE DRAIN WITH ADA COMPLIANT LOCKING DUCTILE IRON GRATE 0 h DESIGN DEV. �� �11'lllll artsh¢ TRIAD xne AS NOTED NormaNw. DATUM �q I CITY OF ••s RENTON Planning /Building /Public Works Dept. 06105114 a 06112114 W °�S oo� °moo 07116/14 U j p1N Jg BUILDING FOUNDATION WHERE APPLICABLE N AND GRATE NTS e A SMITH 4020 CLEANOUT W /GALVANIZED CAST IRON COVER 0 OR APPROVED EQUIVALENT .2' ABOVE GRADE (TYP) h I X PAVING PER HORIZONTAL CONTROL PLAN " YU ll LLnvA UOn - - - t - - ° " i - ELEVATION CLEANO NTS 8 "x6" NYLOPLAST INLINE DRAIN WITH ADA COMPLIANT LOCKING DUCTILE IRON GRATE 45' BEND PLAN INVERT ELEVATION WYE PER PLAN. IN IN HARDSCAPE AREA NTS R- 314120 UCP U14001164 PAVING PER LANDSCAPE PLANS PVC DRAIN PIPE CITY OF RENTON Approved by: nn — Date: •24-Aol Approved by: Wes" Date:g 10/� Approved by: Approved by: 0 h DESIGN DEV. 11108113 a�i artsh¢ TRIAD xne AS NOTED NormaNw. DATUM �q I CITY OF ••s RENTON Planning /Building /Public Works Dept. 06105114 a 06112114 W °�S oo� °moo 07116/14 U j p1N Jg PRQI. MGR: AGG F- c3N ORYM! TAD 0 00 Q Z LLJ " SZ �� xm ac w� �`"" 'OL°ei1 y NO. REVISION BY DATE APPR err W CL W Z U)^ Z Q EL Q m LJJ d Q O H � o >Q z o Qo 0 � rn a L 45' BEND PLAN INVERT ELEVATION WYE PER PLAN. IN IN HARDSCAPE AREA NTS R- 314120 UCP U14001164 PAVING PER LANDSCAPE PLANS PVC DRAIN PIPE CITY OF RENTON Approved by: nn — Date: •24-Aol Approved by: Wes" Date:g 10/� Approved by: Approved by: 0 h DESIGN DEV. 11108113 a�i artsh¢ TRIAD xne AS NOTED NormaNw. DATUM �q I CITY OF ••s RENTON Planning /Building /Public Works Dept. 06105114 a 06112114 W °�S oo� °moo 45' BEND PLAN INVERT ELEVATION WYE PER PLAN. IN IN HARDSCAPE AREA NTS R- 314120 UCP U14001164 PAVING PER LANDSCAPE PLANS PVC DRAIN PIPE CITY OF RENTON Approved by: nn — Date: •24-Aol Approved by: Wes" Date:g 10/� Approved by: Approved by: DRAWING ISSUE 0 h DESIGN DEV. 11108113 a�i artsh¢ TRIAD xne AS NOTED NormaNw. DATUM �q I CITY OF ••s RENTON Planning /Building /Public Works Dept. 06105114 a 06112114 W Z orso„>z Acc sz 07116/14 U j p1N Jg PRQI. MGR: AGG F- c3N ORYM! TAD 0 00 Q Z LLJ " SZ �� xm ac w� �`"" 'OL°ei1 y NO. REVISION BY DATE APPR err DRAWING ISSUE 0 h DESIGN DEV. 11108113 a�i N BID SET 05115/14 LAND USE REVISION 06105114 a 06112114 W Z J 07116/14 U j p1N Jg PRQI. MGR: AGG F- c3N 0 00 Q Z DRAWING ISSUE REV DESIGN DEV. 11108113 COORDINATION O BID SET 05115/14 LAND USE REVISION 06105114 Al ADDENDUM #1 06112114 W Z J 07116/14 PERMIT REVISION 1 08119114 Jg PRQI. MGR: AGG F- DRAFTER: Y Q Z LLJ 0 H Q ¢ W CL W Z U)^ Z Q EL Q m LJJ d Q O H � o >Q z o Qo 0 � rn DRAWING ISSUE REV DESIGN DEV. 11108113 COORDINATION 01115/14 BID SET 05115/14 LAND USE REVISION 06105114 Al ADDENDUM #1 06112114 A2 ADDENDUM #4 07102/14 UTILITY SET 07116/14 PERMIT REVISION 1 08119114 MYLAR NO REV DATE 1 PERMIT E SNM' W..07.14 " two business days 3 PERMRREMSN 07.16.14 4 PERMI" E SIONIMVIAR 08.19.14 08/19/14 PRINCIPAL MAV PRQI. MGR: TAD uvc VANTAGE POINT APARTMENTS 8 -19 -2014 ON SITE IMPROVEMENT PLANS DRAINAGE DETAILS C6.4 20 w' 61 C�)` re — -e;,7'C(—a-c • Call 811 • " two business days before you dig SCALE: AS NOTED PLOT DATE: 08/19/14 PRINCIPAL MAV PRQI. 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I ' 4 � 'I , , 17 _FFFTT WETLAND_ BUFFER GUARDRAIL PER CIVIL PROPOSED RETAINING WALL CRITICAL SLOPE AREA CONCRETE PAVING, TYP. GRASSCRETE PAVING MAILBOXES LOCATED INSIDE BUILDING OUTDOOR RECREATION AREA PER LANDSCAPE PLAN EXISTING PROPERTY LINE TO REMAIN PROPOSED NEW LOT LIIVC EXISTING VEGETATION TO REMAIN 0 0 210'- 8" PROPOSED STREET SITE SYMBOL LEGEND — — " — — — LIGHT, TYP. _ II RAISED BED PLANTER PER LANDSCAPE —' ORTH PARKING LOT Al 03 6' HT PLASTIC COATED POLE LIGHTING FIXTURE - STREET CHAIN LINK FENCE N POLE LIGHTING FIXTURE - SITE NE p 00 I EMERGENCY VEHICLE ACCESS ¢ ExlsrwG FIRE HYDRANT Z DRIVE - NOTED PER CITY OF L o a °r EMERGENCY VEHICLE ACCESS DRIVE ++ N 7 RENTON STANDARDS (SIGNS ON ° NOTED PER CITY OFRENTON 0 U F /(T fi o, MtN BOTH SIDES OF DRIVEWAY EVERY STANDARDS (SIGNS ON BOTH SIDES v) a —; 50 FT READING "FIRE LANE - NO OF DRIVEWAY EVERY 50 FT READING N pt o DETENTION PARKING. ON CURB SIDE -RED "FIRE LANE -NO PARKING" .ONCURB � co�o00 SIDE- RED PAINTED WITH BLOCK 00 POND PAINTED WITH BLOCK LETTERS; LETTERS; NON- CURBSIDE- DOUBLE > ° c 9 m 7,411 SF NON -CURB SIDE- DOUBLE SIDED SIDED 12" x 18" SIGNS OR 4" RED a N s 12 -o" tN 12"x 18" SIGNS OR 4" RED PAINTED LINE WITH BLOCK LETTERS) O 0 Q °� PAINTED LINE WITH BLOCK 0 3 1 p N " (p oo Cl LETTERS) BUILDING &SITE SQUARE FOOTAGE: N Iii a 3 GROSS BUILDING AREAS 7' N si � f TRASH & RECYCLING BASEMENT: 14,183 SF N o m l DRIVEWAY I COLLECTION POINTS 2 &3 FIRST FLOOR: 24,477 SF LOCATED INSIDE BUILDING SECOND FLOOR: 25,269 SF SIGN THIRD FLOOR: 20,430 SF � z PROPOSED ELECTRICAL FOURTH FLOOR: 14,727 SF TRANSFORMER TOTAL GROSS FLOOR AREA: 99.087 SF pp t SITE AREAS EXISTING FIRE HYDRANT TOTAL PROPERTY AREA i AFTER STREET DEDICATION 214,900 SF (4.93 ACRES) -- - -- -- -- LOT AREA MINUS CRITICAL TRACT 152,764 SF (3.5 ACRES) TL 1 4 A1.02 PROPOSED BUILDING FOOTPRINT: 27,597 SF Ohl In, 1h�: d " Nr 29'- 8' +/- C TOTAL IMPERVIOUS SITE AREA: 68,580 SF (31.9 %) 00 serBACK SMOKING AREA WITH BENCH AND O 00 (10 MIN BLDG ) - 1 CONCRETE PAD IMPERVIOUS SITE AREA ON Co f T = LOT MINUS CRIT TRACT: 68,580 SF (44.9 %) Z ui U •I PROJECT & DRIVEWAY SIGNS J 7 i 7 RAIN GARDEN AREA: 1,861 SF PROTECTIVE SPLIT RAIL FENCE DRAINAGE SWALE AREA: 1,818 SF r H J j ` 3 RAIN I E sr, STREET 1 AROUND RAIN GARDEN TYP - SEE DETENTION POND AREA: 7,411 SF Z ' GARDEN _ _ LANDSCAPE Z W 283 SF OUTDOOR REC. AREA: 1,740 SF Q 0 I EXISTING GRADE, TYP. P -PATCH GARDEN AREA: 2,315 SF Z uj PROPERTY LINE AFTER STREET r � Q W .' �_ Ij - DEDICATION Z LLJ F- oY I — PROPOSED -- - -= U RETAINING WALL - I:I LU a 2 Q LUJ 1 -- — — ~ RAIN - �. DRIVE ENTRY SIGN SE 80th STREET �O , r / 1 2 ti O I L� GARDEN z At.os 375- 7" / j 1,578 SF a N DRAINAGE 6WALE \-A i1: 3 -h1 l� .. +� r / / .:�T q oewae In — SITESUBM ITTAL 02104 -- 163' -o•.% -- -- PERMIT SUBMITTAL 03/04/14 BID CHECK SET 03131/141 PERMIT REVISION 0507114 BID SET MAY 2014 05/15114 LAND USE REVISION 06105/141 ADDENDUM 1 06112/14 ADDENDUM 07/021141 CSI 2 - 3� (4/.7�3 2nd LAND USE REVISION07/031141 UTILITY SET 07/16/14 PERMIT REVIIMYLAR 08/19/141 II IReZon A2 Ad dendum 44 07/0211 Denwux SITE PLAN SCALE: As indicated PLOTDATE: 08/19/14 PRINCIPAL: LT PROD. MGR.: PD DRAFTER: BL, AY, ES UMNO. A1.01 SUBJECT TO PERMIT APPROVAL _ ? 0I OUTDOOR RECREATION AREAS: RECREATION AREA: 1,740 SF P -PATCH GARDEN AREA. 2,315 SF ROOF DECK 1: 212 SF ROOF DECK 2:662 SF ROOF DECK 3: 275 SF ROOF DECK 4: 289 SF TOTAL OUTDOOR REC. AREA: 5,493 SF INDOOR RECREATION AREAS: ARTS & CRAFTS ROOM: 634 SF COMMUNITY ROOM 1,397 SF EXERCISE & EXAM ROOM: 655 SF GAME ROOM: 177 SF LIBRARY:177 SF PARTY ROOM: 239 SF TV LOUNGE: 470 SF TOTAL INDOOR REC. AREA: 3,749 SF TOTAL PROPOSED RECREATION AREA: 9,242 SF (7,330 SF REQUIRED) RECREATION AREAS SQUARE FOOTAGE SCALE: 1'=30'-O" ELEVATION AT MIDPOINT: 385' R- 314124 KING COUNTY TITLE 21A ZONING SUMMARY CHAPTER SECTION I REQUIREMENT 7 DEFINITION APPLICABLE TO PROJECT 21A.06 (n O TECHNICAL TERMS & LAND USE DEFINITIONS ~ 000 .1060 SENIOR CITIZEN A PERSON AGED 62 OR OLDER Z Z M .1062 SENIOR CITIZEN ASSISTED HOUSING IN A BUILDING CONSISTING OF TWO OR MORE DWELLING UNITS OR SLEEPING UNITS w = J Q HOUSING RESTRICTED TO OCCUPANCY BY AT LEAST ONE SENIOR CITIZEN PER UNIT, AND MAY INCLUDE THE (n J FOLLOWING SUPPORT SERVICES, AS DEEMED NECESSARY: A. FOOD PREPARATION AND DINING < IW-- AREAS; B. GROUP ACTIVITY AREAS; C. MEDICAL SUPERVISION; D. SIMILAR ACTIVITIES. Z _ 21A.12 Z LLl DENSITY & DIMENSIONS Q Y MAX. DENSITY * 90 UNITS W/ VESTED KING COUNTY SHORT PLAT APPLICATION - SEE SHORT PLAT SHEET 3 OF 3, #21 IZ F MIN. DENSITY * 48 MULTI FAMILY UNITS - SEE SHORT PLAT SHEET 3 OF 3, #21 Q Z (77 senior housing units proposed) -� 030 MIN. LOT AREA NONE Q LLl ` (214,900 sf (4.93 acres) after street dedication) Z W )- (152,764 sf (3.50 acres) proposed lot area minus critical tract) O W Z Y MIN. LOT WIDTH 30' U Q MIN. STREET SETBACK 10'(24'-4" proposed, see 1/A1.01) -yj MIN. INTERIOR SETBACK 5'(31'-0" proposed, see 1 /A1.01) w J LLl a- BASE HEIGHT 60'(5l'-l" proposed, see 2/A3.04) rn Q W 'i MAX. IMPERVIOUS SURFACE 85% (31.9% total proposed, 44.9% proposed on built lot) V OUTDOOR R ECREATION AREA: .050 BLDG. HEIGHT MEASUREMENT MEASURED FROM AVG. FIN. GRADE TO HIGHEST POINT OF ROOF; Q to Z U R j 11740 S.F. `�' AVG. FINISHED GRADE DETERMINED BY DELINEATING SMALLEST RECTANGLE WHICH CAN ENCLOSE z O > 0 ` ®® THE BUILDING AND THEN AVERAGING THE ELEVATIONS TAKEN AT THE MIDPOINT OF EACH SIDE OF Z P -PATCH GARDEN THE RECTANGLE O Q AREA: 2,315 SF (see avg. finished grade diagram) O O .170 SETBACKS - PROJECTIONS & FENCES AND RETAINING WALLS 6'H OR LESS MAY PROJECT INTO OR BE LOCATED IN SETBACK � STRUCTURES ALLOWED 21A.14 DESIGN REQUIREMENTS AVG. OF MIDPOINTS = 384.75' MIDPOINT: 391' AVERAGE FINISHED GRADE SCALE: 1"=60'-0' 21A.16 LANDSCAPING & WATER USE .090 FACADE MODULATION 30' MAX LENGTH W/O MODULATION; DMW 6511E 2nd Land use Revision NE E Z O 10' OF TYPE 3 (70% DECIDUOUS TREES NO MORE THAN 30'0.C.) PROVIDED FOR GROUP RESIDENCE SITE SUBMITTAL 02110114 — = O a N � p LL B LESS THAN 2' Z �CO0- DO V CO d O M DEVELOPMENT N�� 0 O C O O • 0 3 PERMIT REVISION 05/07114 N V11 3 R- 314124 KING COUNTY TITLE 21A ZONING SUMMARY CHAPTER SECTION I REQUIREMENT 7 DEFINITION APPLICABLE TO PROJECT 21A.06 (n O TECHNICAL TERMS & LAND USE DEFINITIONS ~ 000 .1060 SENIOR CITIZEN A PERSON AGED 62 OR OLDER Z Z M .1062 SENIOR CITIZEN ASSISTED HOUSING IN A BUILDING CONSISTING OF TWO OR MORE DWELLING UNITS OR SLEEPING UNITS w = J Q HOUSING RESTRICTED TO OCCUPANCY BY AT LEAST ONE SENIOR CITIZEN PER UNIT, AND MAY INCLUDE THE (n J FOLLOWING SUPPORT SERVICES, AS DEEMED NECESSARY: A. FOOD PREPARATION AND DINING < IW-- AREAS; B. GROUP ACTIVITY AREAS; C. MEDICAL SUPERVISION; D. SIMILAR ACTIVITIES. Z _ 21A.12 Z LLl DENSITY & DIMENSIONS Q Y MAX. DENSITY * 90 UNITS W/ VESTED KING COUNTY SHORT PLAT APPLICATION - SEE SHORT PLAT SHEET 3 OF 3, #21 IZ F MIN. DENSITY * 48 MULTI FAMILY UNITS - SEE SHORT PLAT SHEET 3 OF 3, #21 Q Z (77 senior housing units proposed) -� 030 MIN. LOT AREA NONE Q LLl ` (214,900 sf (4.93 acres) after street dedication) Z W )- (152,764 sf (3.50 acres) proposed lot area minus critical tract) O W Z Y MIN. LOT WIDTH 30' U Q MIN. STREET SETBACK 10'(24'-4" proposed, see 1/A1.01) -yj MIN. INTERIOR SETBACK 5'(31'-0" proposed, see 1 /A1.01) w J LLl a- BASE HEIGHT 60'(5l'-l" proposed, see 2/A3.04) rn Q W 'i MAX. IMPERVIOUS SURFACE 85% (31.9% total proposed, 44.9% proposed on built lot) V OUTDOOR R ECREATION AREA: .050 BLDG. HEIGHT MEASUREMENT MEASURED FROM AVG. FIN. GRADE TO HIGHEST POINT OF ROOF; Q to Z U R j 11740 S.F. `�' AVG. FINISHED GRADE DETERMINED BY DELINEATING SMALLEST RECTANGLE WHICH CAN ENCLOSE z O > 0 ` ®® THE BUILDING AND THEN AVERAGING THE ELEVATIONS TAKEN AT THE MIDPOINT OF EACH SIDE OF Z P -PATCH GARDEN THE RECTANGLE O Q AREA: 2,315 SF (see avg. finished grade diagram) O O .170 SETBACKS - PROJECTIONS & FENCES AND RETAINING WALLS 6'H OR LESS MAY PROJECT INTO OR BE LOCATED IN SETBACK � STRUCTURES ALLOWED 21A.14 DESIGN REQUIREMENTS AVG. OF MIDPOINTS = 384.75' MIDPOINT: 391' AVERAGE FINISHED GRADE SCALE: 1"=60'-0' .030 REQ'D OFF - STREET PARKING SENIOR CITIZEN ASSISTED,;1 PER 2 DWELLING UNITS (77x.8)12 =31 spaces ** SPACES 1.5 PER 1 BDRM (77x.2)x1.5 =22 spaces ** SCALE As indicated 1.7 PER 2 BDRM (5x.2)x1.7 =2 spaces ** PLOTDATE: 08/19/14 * *proposed parking for 20% of standard requirement, 80% senior requirement PRINCIPAL: LT (55 spaces required, 60 spaces proposed) .110 OFF- STREET PARKING PLAN OFF - STREET PARKING AREAS SHALL NOT BE LOCATED MORE THAN 600' FROM BUILDING, A PORTION PROJ. MGR.: PD DESIGN STANDARDS - OF PARKING AREAS SHALL BE LOCATED WITHIN 150' FROM BUILDING; DRAFTER BL, AY, ES PARKING STALL & AISLE 45 DEGREE PARKING: STALL 8.5'x17' MIN., DRIVE AISLE 12' 1 -WAY / 20'2-WAY; s ETND. DIMENSIONS 90 DEGREE PARkRNG: STALL 8:5'x18' MIN., DRIVE AISLE 24'1-WAY / 24'2-WAY; COMPACT STALLS 8' WIDE, UP TO 50% OF PARKING MAY BE COMPACT; 1.01 a PARKING SPACES ABUTTING REQ'D LANDSCAPED AREA ON DRIVER OR PASSENGER SIDE OF VEHICLE SHALL PROVIDE ADDITIONAL 18" (see 1/A1.03 & 1/A1.06) .080 RESIDENTIAL ZONE SIGNS ONE SIGN NOT EXCEEDING 2 SF IS PERMITTED; SUBJECT TO ONE SIGN NOT EXCEEDING 32 SF IS PERMITTED, MAX HT. 6', MAY BE FREESTANDING OR MOUNTED PERMIT APPROVAL SHORT PLAT SHEET 3 OF 3,#21 REFERE ED FOR DENS/ REQUIREMENTS ON A WALL, FENCE, OR OTHER STRUCTURE L 7 : _2�7 21A.16 LANDSCAPING & WATER USE .090 FACADE MODULATION 30' MAX LENGTH W/O MODULATION; DMW 6511E 2nd Land use Revision 050 MODULATION DEPTH + MODULATION WIDTH = NO LESS THAN 8', NEITHER DEPTH NOR WIDTH MAY BE 10' OF TYPE 3 (70% DECIDUOUS TREES NO MORE THAN 30'0.C.) PROVIDED FOR GROUP RESIDENCE SITE SUBMITTAL 02110114 A2 Addentlum #4 LESS THAN 2' PERMIT SUBMITTAL 03/04/14 FRONTAGES DEVELOPMENT (see A2.02) BID CHECK SET 03131/14 PERMIT REVISION 05/07114 .180 ON -SITE RECREATION RECREATION SPACE OF 90 SF PER 1 BDRM. UNIT AND 170 SF PER 2 BDRM UNIT; LANDSCAPING - SURFACE RESIDENTIAL DEVELOPMENTS WITH COMMON PARKING AREAS TO PROVIDE PLANTING AREAS AT 20 INDOOR RECREATION AREAS MAY BE INCLUDED; BID SET MAY 2014 05/15/14 PARKING AREAS SF PER PARKING STALL. THE MAXIMUM DISTANCE BETWEEN ANY PARKING STALL AND LANDSCAPING FOR SENIOR CITIZEN ASSISTED HOUSING, INDOOR RECREATION AREAS MAY INCLUDE SOCIAL LAND USE REVISION 06/05/14 SHALL BE NO MORE THAN 100FT AREAS, GAME AND CRAFT ROOMS, AND OTHER MULTIPURPOSE ENTERTAINMENT AND EDUCATION ELEVATION AT MIDPOINT: 382'+/- ADDENDUM 1 06112/14 NORTH PARKING REQUIRED: 12 STALLS x 20 SF = 240 SF, 1,202 SF PROVIDED; SOUTH PARKING REQUIRED: 15 STALLS x 20 SF = 300 SF, 730 SF PROVIDED. MAX STALL AND LANDSCAPE DISTANCE: NORTH PARKING = 87' -8 ", SOUTH PARKING = 83' -0" ORAYANGTQtE ZONING ADDENDUM 07/02114 (see landscape plan) AREAS SUMMARY 2nd LAND USE REVISION07/ 14 (7,330 sf required, 9,242 sf proposed, see recreation areas square footage diagram) UTILITY SET 07/116/61 14 (SMALLEST PERMIT REVIIMYLAR 08/19114 210 STORAGE SPACE & 1.5 SF PER DWELLING UNIT IN MULTIPLE - DWELLING DEVELOPMENTS (116 sf required, 295 sf provided); RECTANGLE WHICH COLLECTION FOR ONE COLLECTION POINT FOR EVERY 30 DWELLING UNITS (77/30 =3 collection points; see 3 &4 /A -2.33) ENCLOSES BUILDING) R I No I REV I DATE .030 REQ'D OFF - STREET PARKING SENIOR CITIZEN ASSISTED,;1 PER 2 DWELLING UNITS (77x.8)12 =31 spaces ** SPACES 1.5 PER 1 BDRM (77x.2)x1.5 =22 spaces ** SCALE As indicated 1.7 PER 2 BDRM (5x.2)x1.7 =2 spaces ** PLOTDATE: 08/19/14 * *proposed parking for 20% of standard requirement, 80% senior requirement PRINCIPAL: LT (55 spaces required, 60 spaces proposed) .110 OFF- STREET PARKING PLAN OFF - STREET PARKING AREAS SHALL NOT BE LOCATED MORE THAN 600' FROM BUILDING, A PORTION PROJ. MGR.: PD DESIGN STANDARDS - OF PARKING AREAS SHALL BE LOCATED WITHIN 150' FROM BUILDING; DRAFTER BL, AY, ES PARKING STALL & AISLE 45 DEGREE PARKING: STALL 8.5'x17' MIN., DRIVE AISLE 12' 1 -WAY / 20'2-WAY; s ETND. DIMENSIONS 90 DEGREE PARkRNG: STALL 8:5'x18' MIN., DRIVE AISLE 24'1-WAY / 24'2-WAY; COMPACT STALLS 8' WIDE, UP TO 50% OF PARKING MAY BE COMPACT; 1.01 a PARKING SPACES ABUTTING REQ'D LANDSCAPED AREA ON DRIVER OR PASSENGER SIDE OF VEHICLE SHALL PROVIDE ADDITIONAL 18" (see 1/A1.03 & 1/A1.06) .080 RESIDENTIAL ZONE SIGNS ONE SIGN NOT EXCEEDING 2 SF IS PERMITTED; SUBJECT TO ONE SIGN NOT EXCEEDING 32 SF IS PERMITTED, MAX HT. 6', MAY BE FREESTANDING OR MOUNTED PERMIT APPROVAL SHORT PLAT SHEET 3 OF 3,#21 REFERE ED FOR DENS/ REQUIREMENTS ON A WALL, FENCE, OR OTHER STRUCTURE L 7 : _2�7 21A.16 LANDSCAPING & WATER USE 3 2nd Land use Revision 050 LANDSCAPING - STREET 10' OF TYPE 3 (70% DECIDUOUS TREES NO MORE THAN 30'0.C.) PROVIDED FOR GROUP RESIDENCE A2 Addentlum #4 FRONTAGES DEVELOPMENT (see landscape plan) LANDSCAPING - SURFACE RESIDENTIAL DEVELOPMENTS WITH COMMON PARKING AREAS TO PROVIDE PLANTING AREAS AT 20 PARKING AREAS SF PER PARKING STALL. THE MAXIMUM DISTANCE BETWEEN ANY PARKING STALL AND LANDSCAPING SHALL BE NO MORE THAN 100FT ELEVATION AT MIDPOINT: 382'+/- NORTH PARKING REQUIRED: 12 STALLS x 20 SF = 240 SF, 1,202 SF PROVIDED; SOUTH PARKING REQUIRED: 15 STALLS x 20 SF = 300 SF, 730 SF PROVIDED. MAX STALL AND LANDSCAPE DISTANCE: NORTH PARKING = 87' -8 ", SOUTH PARKING = 83' -0" ORAYANGTQtE ZONING (see landscape plan) SUMMARY 21A.18 PARKING & CIRCULATION .030 REQ'D OFF - STREET PARKING SENIOR CITIZEN ASSISTED,;1 PER 2 DWELLING UNITS (77x.8)12 =31 spaces ** SPACES 1.5 PER 1 BDRM (77x.2)x1.5 =22 spaces ** SCALE As indicated 1.7 PER 2 BDRM (5x.2)x1.7 =2 spaces ** PLOTDATE: 08/19/14 * *proposed parking for 20% of standard requirement, 80% senior requirement PRINCIPAL: LT (55 spaces required, 60 spaces proposed) .110 OFF- STREET PARKING PLAN OFF - STREET PARKING AREAS SHALL NOT BE LOCATED MORE THAN 600' FROM BUILDING, A PORTION PROJ. MGR.: PD DESIGN STANDARDS - OF PARKING AREAS SHALL BE LOCATED WITHIN 150' FROM BUILDING; DRAFTER BL, AY, ES PARKING STALL & AISLE 45 DEGREE PARKING: STALL 8.5'x17' MIN., DRIVE AISLE 12' 1 -WAY / 20'2-WAY; s ETND. DIMENSIONS 90 DEGREE PARkRNG: STALL 8:5'x18' MIN., DRIVE AISLE 24'1-WAY / 24'2-WAY; COMPACT STALLS 8' WIDE, UP TO 50% OF PARKING MAY BE COMPACT; 1.01 a PARKING SPACES ABUTTING REQ'D LANDSCAPED AREA ON DRIVER OR PASSENGER SIDE OF VEHICLE SHALL PROVIDE ADDITIONAL 18" (see 1/A1.03 & 1/A1.06) .080 RESIDENTIAL ZONE SIGNS ONE SIGN NOT EXCEEDING 2 SF IS PERMITTED; SUBJECT TO ONE SIGN NOT EXCEEDING 32 SF IS PERMITTED, MAX HT. 6', MAY BE FREESTANDING OR MOUNTED PERMIT APPROVAL SHORT PLAT SHEET 3 OF 3,#21 REFERE ED FOR DENS/ REQUIREMENTS ON A WALL, FENCE, OR OTHER STRUCTURE L 7 : _2�7 j -. EXISTING EDGE OF VEGETATION SITE - NORTH TREE RETENTION PLAN SCALE: 1"=20'-O" 0 1 R=374125 10 inch 2020 feet 40 AS INDICATED DESIGN DEV. I' COORDINATION 0111 BID SET 0313 LAND USE REVISION #1 0610 `a 3 ADDENDUM#4 j -. EXISTING EDGE OF VEGETATION SITE - NORTH TREE RETENTION PLAN SCALE: 1"=20'-O" 0 1 R=374125 10 inch 2020 feet 40 U ooh Lu rn m 40i � N y r 0 C p W p A Y d N 0 Oo 9 o� z 0 NS m r z W W a �d =r m� R� aka � A_ STAFE OF R GIIGDRED {R L DSWE A HRECT IB 3 Sz AUDREY I ,,, LICENSE 0. 1313 IXFRES ON 9 -29 -1/ z O Z Q Cn - Q w H Q Z wl z W Y o W Dal I Q z d w CL C7 > n I=- H Q �o Z o oz I F- o � Q N > I z� Q O �O n�I m to e m i m N CIF O� O W rn m N 5 0 N m __ • Q m 0 � a N U m N F p Z O ti< m Z U m N � a m¢ fi3 m Q W! Z i,A m m ^� mm STATE OF WASHINGTON REGISTERED IANDSCME MtCHREU AUD Wf3T IICE N0. 1313 %`A' IXPIR6 ON 9 -29 -14 v / O W z 0 = J J Of zY Q z Lu 0 f- "' a Lu Z L U) z ry O w < W i cLu7 > U 00 C) Q Q Z > o Q o 0 M > ti 7 4 PLAN SOUTH A - - PLOT DAM 08119/14 AS INDICATED scuE Recommended f0( Approval P R=374126 Izti� AW BY AW DRR. RAFTER AM, HBO CS, AW SITE - SOUTH SHEET TREE PROTECTION PLAN W. SCALE: 1"=20'-O" N LO. L 0 10 20 40 I inch = 20 feet SUBJECT TO PERMIT APPROVAL W NE F- M O TREE RETENTION MATRIX _ a v wry m Q m W CD m a m U m 3 to f 3 1 Z Q J < ® N m U W Z a m 3 m a m 2 Z � m N m op N STATE OF WASHINGTON REGISIEREO tANOSGPE AROH Cf C9 R i I/ NSE N0. 29-14 ON RESENFP €�14 1 Z Z a UPI J-�I N ZYI Q z CC = �G Q Z Y_ U W a- < ?� Z U) O W Z q w WWI (7 = Q O Q �o E- o a a z > of I DRAMNGkSSUE DESIGN DEV. 11106113 COORDINATION 01/15114 BID SET 031311141 LAND USE REVISION #1 06105/14 ADDENDUM #1 06117/14 - Bigiest ri Ad. Low - Branch a ho... in . ties vie grew ly Up ADDENDUM #4 071021141 UTILITY SET 07/16114 PERMIT REVISIONIMYLAR 08/191141 NO REV DATE 1 vERrrRevarox 4soxu verlrRREVgpN ".1au • RR14910WWl.AR 4110.11 DRAWING TITLE TREE RETENTION SCHEDULE �� AS INDICATED PLOT DATE: 08119114 PRINCIPAL: AW PROJ. MGR: AW DRAFTER AM, HB, CS, AW SHEETNV. L0.3 SUBJECT TO PERMIT APPROVAL i Tree I dbh ' CRZ Drip. Risk of Presery Removal Maintenance Significant Tag [Species I, line Vigor Structure Comments /Defects anon Reason for Removal # � (in.) (ft) (ftl Failure value Planned Recommendations Tree 1 Flow ailing cherry, II I Branches have failed are lodged in the crown III I Prunus serrolata of this tree. Twigs at the end of branches x I, NO Conflicts with proposed utilities to 6 71 Fair - Goad Fair Law appear to be infected w Rh a disease. Moderate i, 2 iBack cottonwood Moderate- I, Conflicts with proposed grading, moderate to high risk of Populus Mchocarpa 19.3 201 Good Fah high Low % ' YES failure 3 IBapkcononwood, ns, I, i Moderate- This tree has poor trunk structure, w nh included Conflicts with parking layout, moderate to high risk of Populus Mchocarpa 11.71, i5,i Good Poor - Fair Filth bark This isaweak structure. Low % I NO failure 4 jBack cottonwood, ! Moderate - The trunk and canopy of this tree bows over a i Conflicts with parking layout, moderate to high risk Of IPopulus MChocapa 107 12j Good Poor - Fair Filth residential building to the north. Low % NO failure ' Bai r�i;oltbnw ra - Thetrank- arldca tlhisYreabows -o1/ - 5 x � NO Conflicts with parking layout, moderate to high disk of Populus MChocarpa 85 10i Good Poor - Fair Filth area to the south. Low fall Ure 6 Black cottonw ootl. '. Moderate - The trunk and canopy of this tree bows over an COnflICIS Wlfh parking layout, moderate t0 high risk Of Populus MChocarpa 62 ! ]� Good Poor - Fa'v Filth area to the north. Low % NO failure 7 Black cottonwood, j Moderate- ! Conflicts with parking layout, moderate to high risk of Populus MChocarpa 9.9 � 11! Good Poor Filth Thereaa crook in the trunk of this tree. Low ! % NO failure 8 Back cottonw add, ! ! MPtlarate - Tha Vee a suppressed, and the trunk bows � Conflicts with parking layout, moderate to high risk of Populus MChocarpa 7.3 ! 81 Good Poor Filth tow and the south. Low % NO failure 9 (Black cottonw ood j Moderate - Tha Vee has a small trunk cavity that contains X Conflicts with parking layout, moderate to high dsk of Populus fdchxarpa 11.8! 13j Good Fail Filth decay. Low NO failure (Back cottonw ood, Conflicts with ro sect moderate to high dsk of 70 j Abderata -Tha tree has a history of large tree failure near X NO P � grading, g Populus tnchocerpa 203 � 21 Good Far Filth toareskantal bulking located to the north. Low i failure 1t (Back eononw ood ee I to) Fair Poor - Fair Moderate The tree is suppressed Low i % �: NO Conflicts with proposed grading, moderate risk of failure 12 (Back cottonw ood, I I ' NO Conflicts with ro osed moderate risk of failure (Populus Mchocapa 9.8 11 ii Fair Fa'v Moderate This tree is sightly suppressed. Low % P p grading, ' 13.1, ! This tree has 3 cotlorrinant trunks, w Rh each ! !Black cottonw bad, Conflicts with ro osed moderate to high risk f 13 11, ! I Matlerale - trunk bowing outwards fromthe centre. This is X P P grading, Ig n 0 IPopulus MChocarpa 10.1 j 161, Fair - Good Fa'v Filth aweak structure. Low NO failure 14 Bleek cottonw ood ! I. crate -This tree is suppressed, and the trunk is X Conflicts with proposed grading, moderate t0 high risk Of ;Populus MChocarpa 7.9 i 91 Fair Poor - Fair high bowed. Low NO failure 15 ! Bigleaf maple. Acer '. imacrophNlum 6.2 I 811 Fail Fail Low This tree is suppressed. Low % NO Conflicts with proposed grading i6 iBgeeaf neple, Acer '. I ;macrophNlum 7.g j 9, Fair Fair Low Moderate % NO Conflicts with proposed grading 17 (Bgleaf rtaple, Acer 1 macrophylmm 6 Bj Good Good Low Moderate % NO Conflicts with proposed grading 18 -' ks.thac.corrvrise•tna -t x NO Conflicts with radio 'macrophyllum 75 i, Low- regrownfromastunp. Thecanopy of this tree proposed 9 9 65 5 151 Fair -Good Fail Moderate contains dead branches. Moderate 19 II Bigleaf rmpk, Acer i j Low - macrophyllum 71 g'1 Fair Fail Law Moderate % NO COnflICIS Wlfh proposed grading 20 liegleaf rmpk, Acer '1 I I x NO Conflicts with radio macrophyllum 14 151 .Fav Pair Low This tree is slightly suppressetl. Moderate' proposed g 9 21 Bgleaf maple, Acer j Low - ImacrophNlum 63 g Fair Fah Low The crown of this tree contains dead branches. Moderate X NO Conflicts with proposed grading � I Bgkat rmpk, Acer ! This tree w suppressed, and Me crow n ' (macro h tom zt g Poor- x j NO Conflicts with radio PN j Fair Poor Fair Law contains tleatl branches. Moderate proposed 9 9 23 "I Bgleaf rrapk, Acer imacrophNlum 87 10j Fair - Gootl Fair Low Notleratel % NO COnFlICIS with proposed grading 24 I&gbaf maple, Acer ; x NO Conflicts with ro sect grading macrophNlum 78 9j 11:, Fair Fair Low Low P Po 9 9 25 j a na .Acer - -_ - -__ !macrophNlum 69 ! gI Poor- Fair Poor- Fair Moderate Tha tree a suppressed. Moderate � % NO Conflicts with proposed grading, moderate risk of failure 26 !Bgleaf nePk, Acer I Lev - jmacrophNlum 12.9 14 Good Fair Moderate The crown of this tree contains tleatl branches. Moderate % NO Conflicts with proposed grading 27 !Bgleaf nePk, Acer Low - � i. !macrophNlum 8.1 9 Good Fa "v Moderate Moderate j X II NO Conflicts with proposed grading 28 Bg @af neple, Acer I Low .= Acer I 8 Fail For Low This tree is suppressed. Motlerale I % � NO COnflICIS With proposed grading 29 Bg @af nepk, Acer macrophNlum 7.5 g Fair Fair Low Moderate % I NO Conflicts with proposed grading � Bigleaf maple, Acer macrophNlum 7.8 9 Fair Fair Low Moderate % NO COOflICIS with proposed grading 31 Bigleaf maple, Acer Low - macrophyllum ] 4 g Fail Fail Low This tree a slightly suppressed. Moderate % NO Conflicts with proposed grading CD ' leaf rm b Acer 11, Low - macrophNlum 11.2 12 Good Fail Moderate There are dead branches in the crown. Moderate NO Conflicts with proposed grading 33 Bigleaf rraPla, Acer Low - Low - NO macrophNlum 7.8 9 11 Fair Fail Moderate This tee is suppressed. Moderate Install tree protection. � Bigleaf maple, Acer I Low - NO (macrophNlum 8.1 g! 11 Fair Fail Moderate Moderate install tree protection. 35 Bigleaf rrepk, Acer I Low - ! macrophNlum 6.6 ej Fair Fail Moderate Moderate % I NO Conflicts with proposed grading � iBigleaf neP!e. Acer ! Low - ! macrophNlum 9.1 � 10, Fair Fail Moderate Moderate NO ! Rune to clean the tree of I The trunk of this time has a cavity, that contains significant dead branches, and Bigleaf rreple, Acer I 37 tlecay. The crown of this tree contains (prune to reduce the crow ns YES (macrophNlum Moderate - sgnJkant dead branches, measuring up te4 ,height and width. DO not thin the � 55.9 ( 56 Fair Poor -Feu Filth inches diameter. Filth !crown. �' - am - _- _��Rtmelo- ckarbranche NO macrophNlum 8.2 j 10 Fair. Fat Moderate abuiking to the north. Hgh building to the north. I I 3o Bigleaf rtaple, Acer 8, 10, i NO macrophNlum 7.5, 6, The rruRipa trunks that comprise this tree have 9.5, 5, regrow n from a stung. The canopy of this time j Rune to clean the tree of dead 9, 7.5 i5 Fair Fair Moderate contains dead branches. Moderate branches. 4C 65wat ��� Acer macrophNlum 7.4 I 8 Fah Fail Low Moderate 1 NO a1 Bgleaf rrePle. Acer NO macrophNlum 71.8 141 Fau - Good Fa'v Moderate The crown of this tree contains tleatl branches. Moderate a2 Bigleaf rrepk, Acer Low - macrophNlum 8 ! 10 Fail Fail Nbtlerate Moderate NO Si maple, Acer I � Low - 3 macrophNlum 8.3 70 Fair Fail Moderate Moderate � Bigleaf maple, Acer Low - macrophNlum 8.7 1 70 Fail Fah Moderate Moderate NO 45 Bigleaf maple, Acer Low, - macrophNlum 8.9 10 Fair Fail Moderate Moderate NO � Bigleaf rmpk, Acer Law - macrophyilum ].6 li 9 (Fair Fair Moderate Moderate NO 47 Bgleaf rrePk, Acer Low - macrophNlum 8.8 10� Fa'4 Fail AkMerate Moderate NO � Bigleaf rreple, Acer Imecrophyllum Z3 I 9i Poor - Fair Poor - Fair Moderate This treea suppressed. Low NO 49 j Bigleaf rreple, Acer � macrophNlum 6.8 g Fair Fail Low Moderate NO 50 Bigleaf maple, Acer I ! NO 51 !Bgleaf rreple, Acer NO Imecrophyllum Z9 9 Fair Fair Loa Moderate Moderate- NO 52 Red alder, Alnus cobra ] 2 ! g Poor Poor - Fail Filth This tree is in decline w Rh a dead top. Low I Tha foliage in this tree is thinning in tlensity, 5 I Red alder, Alnus more ] 2 j gj Poor- Fair Fatr Moderate intlkiating the tree may be in decline. Low NO ! I The trunko this tree is bow ed and the tap has 54 Red alder, Alnus cobra i I .failed previously, and there are dead branches NO 8.8 i 10! 11 Poor - Fair Poor - Fa'v Moderate in iheuow n. Low Install tree protection. I The foliage in this tree is thinning in density and 55 Rod alder, Alnus more ( ! Modarale -the Vee has a dead top, indkiating d is in NO j ZB 9I 10 Poor -Fa'v Poor - Fa'v Filth decline. Low Install tree protection. 56 !Bigleat rrePle, Acer Low - I macrophNlum 6.6 g Fair Poor -Fair Low The Gunk of this Gee is scarred with injuries. Moderate % NO Conflicts with proposed grading Tree Drip- Preserv! dbh CRZ Risk of Removal Maintenance Significant Tag Species line Vigor Structure Comments /Defects -ation * (in.) (ft.) (R) Failure value Planned Recommendations Tree Reason for Removal I The foliage In this tree is thinning in density, and 57 Red alder, Alnus rubs � the crown contains dead branches indicating x NO Conflicts with proposed grading 6.4 8 Poor- Fair Fair Low the tree nay be in decline. Low '. 58 Red alder Alnus rubs 6 'I 8 Dead Dead Filth Dead. Hazard i Rertove NO Dead 59 Red alder, Anus ru6ro 6.3 g Deatl Dead Filth Dead. Hazard I Remove NO Dead Bigleaf maple, Acer Low - I 6a macrophNlum 7] 9 Good Fair Low Nbderate' % NO Conflicts with proposed grading 61 Bigleaf rrePk, Acer I x m.i Low tvvbderate NO Conflicts with proposed grading I The foliage in This tree is thinning in tlensit and 62 Red alder, Alnus rubs Moderate the tree has a dead tap, and the crown includes % NO Conflicts with proposed grading, moderate to high risk of 6.8 g Poor Poor Filth dead branches intliciating d is in decline. Low '. failure 83 Red alder, Alnus rubs 7.6 , g Deatl Dead high Dead. jHazard Remove NO Dead 64 Red alder, Alnus rubro 6.1 ( g' Deatl Dead Low Dead. jLOw Remove NO Dead 65 Bigleaf rrapk, Acer ' macrophNlum 6 8 8!Fair Fair Law Moderate 'Install tree protection. NO � Bigleaf nape, Acar macrophNlum 7.6 i 8j 10 Fair Low Moderate 'Install tree protection. NO i The foliage in this tree is thinning in density, 67 Red alder, Alnus cobra � indicating the tree may be in tlecline. The top NO 9.7 1 t Poor- Fair Fair Low has failed previously, and has regrown. Low '. I I The folage in this tree is thinning in density and 68 Red alder, Alnus rubs I� X the tree has a dead tap, and the crow n includes NO Conflicts with proposed grading, moderate risk of failure 6.3 8 Poor - Fair Fiber Fair Moderate dead branches indiciating it is in decline. Low '. 4.7, 'i The trunk of this tree has a cavity, that contains I 69 Red alder, Alnus rubs 6.2, decay, and at the base of the trunk I observed a NO 6.9 9 Fair Poor Filth crack Low Moderate The low er trunk of this tree has cavity, that 70 Red alder, Alnus rubre 7 7 1 8 Fair Poor high contains decay. Low NO 71 Black cottonw cod. I Moderate- A codomnant portion of this trees crown has I '. Populus hichocarpa 17.31 78 Fair -000tl Poor - Fair Filth failed previously, leavingalarge trunk injury. Low I, Remove NO Moderate to high risk Of failure. Back cottonwood I 72 17.5 18 Goad Fair Moderate Low j NO Populus frichocarpa ' 73 Red Nor, Alnus rubre 6.1 ' 8 Goad Fair Moderate This tree is in decline w hh a dead top. Low ' NO ' The trunk of this tree contains decay, and leans '. I, r-Fair r- a!r -- NO Moderate risk of failure. I I Thefoliege in this tree is thinning in densky, Back cottonwood, 75 I Low - intliciating the tree nay be in decline. The top NO Populus Mchocarps 172 1 19 Fair Poor Moderate has failetl previously, and has regrown. Low I Back cottonwood. ! I I 76 8.4 ! 10j Fair Fair Nbderate Low NO Populus Mchocarpa , I! I The foliage in this tree is thinning in density and 77 Red alder, Alnus rubre the tree has a dead top, and the crow n contains NO 7.4 9 Poor Poor- Fair Moderate tleatl branches intliciating d a in decline. Low 78 Red aker, Alnus cobra 6 I 8' 8 Poor Poor- Fair Low This tree is suppressed. - Low Install tree protection. NO This tree is slightly suppressed. A cavity in the 79 Red alder, Alnus rubre NO 62 8 eFair Poor high bwer trunk contains decay. Low hstall NO protection. 80 Red alder, Alnus rubre This tree is slightly suppressed. A cavity in the :. r tr ,nk coolaiosllecay NO 81 Potl alder, Alnus rubre 7.3 I 9 9.5 Fair Fair Low Low �1. Install tree protection NO 82 Bigleaf neple, Acer The top of this tree has failed previously and I macrophNlum 7.8 9 10 Fair Poor - Fair Low has regrow n. This tree is suppressed. Low Install tree protection. NO 83 Back cottonw Oct. NO Populus hichocarpa 15.7 16 20 Fair Fair Moderate Low '. hstall tree protection. � Bigleaf nePle, Acer X I. macrophNlum 6.4 8 Fair Poor- Fair Low This tree is suppressed. Low NO COnflICTS Wlfh pTOpOSBd grading Poor trunkstrudure,wdh included bark 'I Black Corp. ood, X NO Moderate risk of failure. 85 Populus hichocarpa 122' between trunks. This isaweak structure. This 13.1 14 Fair Fair Moderate tree is also suppressed. Low I � Back cottonw ood, I ", Populus frichocarpa 8.5 10 11 Fair Fair Moderate This tree is suppressetl. Law i Install tree protection. NO g7 Bigleaf rmpk, Acer NO macrophNlum 6.7 8 Fair Fair Low Low � Bgleaf maple, Acer macrophyllum 9 1 11 Fair Fair Law Moderate NO 69 Black cottonwood, Populus MChocarpa 14.5 16 Fair Fair Moderate Moderate - NO so Backcottonwood NO Populus Mchocarpa 7.7 ' 10 Fair Poor- Fair Motlarele This tree is suppressetl. Low I 91 Back cottonwood i Populus Mchocarpa 75 j i6 Fair Fair Moderate NO 92 Back cottonw odd. ' Populus Mchocarpa 11.1 i 13 14 Fair Fair Moderate Low ':Install tree protection. NO s3 Black eononw and, NO Populus frichocarpa 70.3 1 12 13 Fair Fair Low This tree is suppressed. Low Install tree protection. 94 Red alder, Alnus rubre 9.6 ; i t 12.5 Fair Fair Moderate This tree is suppressetl. Low Install tree protection. NO 95 Bigleaf naple, Acer ' NO 9.1 it 12 Good! Gootl Moderate There are dead branches in the crown Mh Install tree protection. � Black cottonw act, Low - ! Populus frichocarpa 8.5 10 Good Fair Filth There are dead branches in the crown. Nbderate I NO The foliage in this tree a thinning in density and �I the tree has a dead top, and the crow n contains 97 Red skier, Alnus rubre dead branches intlicia[in His in decline. This % 11.5, g NO High risk of failure 10.3, tree has a poor trunk structure, w ith included 6 14 Poor - Fair Poor Filth bark betty Ben trunks. This is aweak structure. Low ' ' The foliage in this tree is thinning in density, 98 Potl aker, Alnus rubre indicating a tlecline in condition. The trunk of I NO 10.1 12 Poor - Fair Poor Filth this tree has a cavity, that contains decay. Hazartl 11 Remove 99 Red alder, Alnus rubre 6.5 8 8.5 Fair Fair Low Low hstall tree protection. NO 100 Black eononw nod, I NO Populus hichocarpa 6.4 8 8.5 Fair Fair Moderate Low I. Install tree protection. Thrs Gee Fos- pdb�runkTC�re�M1 a ow - 101 Red alder, Alnus ru6ra 10.3 72 Fair Fair Moderate significant bow and lean to the east Moderate NO 102 Red alder, Alnus rubre This tree has poor trunk structure. w dh a Low - I 9.6 11 Fair Fair Moderate significant bow and lean to the east Moderate NO Black cottonwood The trunk of this tree is poorly tapered w hich is 1. 103 Populus frichocarpa 9.1 11 Fair Fair Low aweak structure. Moderate � NO 104 Black cottonwood, The trunk of this tree is poorly tapered w hich is I Populus frichocarpa 8.5 10 Fair Fair Low aweak structure. Moderate NO 11.5, 105 Red alder, Alnus rubre 10.3, Moderate - Tha tree has a trunk cavity that contains decay. NO 6 14 Fair Poor - Fair Filth There are dead branches in the crow n. Law 10fi Red alder, Alnus ruble 10.1 12 Fair Fair Moderate Low NO The trunk of this tree is Poorly tapered w hich is j 107 Ratl alder, Alnus rubre 65 ( 8 Poor - Fair Poor - Fair Moderate aweak structure. This tree is suppressed. Low NO TheVUnkoi- ihistreeispoory tapered whkh is - -- ----- - - - - -- 108 Red alder, Alnus rubre 6.4 j 8 Poor - Fair Poor - Fair Moderate aweak structure. This tree is suppressed. Low ! NO I This tree is grow ing in w et soils. I observed - 109 Potl aker, Alnus rubre I Moderate -trunk injuries, a cavity w hich contained decay, NO 6.1 � 10 Fair Poor - Fair Filth and dead branches in the crow n. Low The trunk of this tree is poorly taperetl and is 110 Retl aker, Alnus rubre bow ed which isaweak structure. This tree is Low - NO fi.2 8 Fair Fair Moderate grow ing in wet soils. Moderate ' ! The Gunk of Uis tree is poory tapered and k i 111 Red aker, Alnus rubre I bow etl whkh isaweak structure. This tree is NO 6 8 Fair Fair Moderate grow ing in wet soils. Low ' j The trunk of Uis tree is poorly tapered and a ' r1l Potlaker, Alnus ruble bow ed whkhisaweak structure. This tree also leans to the w est. This tree ¢grow ing in NO Fair Fair Moderate wet soils. Low L L L- TRASH AND RECEPTACLES, NOTES: 1. SEE CIVIL FOR 2. SEE SHEET L2 OUTDOOR F ENLARGEMI SCALE: 1 " = 5' SITE LIGHTING BOLLARD, SEE ELECTRICAL, TYP. -INE OF CANOPY ABOVE, TYP. • = 1 • • ' O . , • C. . R- 314129 0 2.5 5 10 1 inch = 5 feet c�>1. rL -3-7 '-� I'7 1n N E F M o U m H N @ i K Ny, - N Q 33C3 1y F i Z J O N V 0) r U � a Q mQ z� Q m� � d G& DO � =I WASHINGT OF ON REGISTERED DSCAPE ARCH 0 � wESr 9 U ENO. 1313 E%PI ON 9 -29 -14 C/) REV DESIGN DEV. 11/08/13 COORDINATION 0 BID SET 03131114 LAND USE REVISION #1 08105/14 ADDENDUM 91 � W z � 07/16/14 PERMIT REVISIOWMYLAR 08119114 J J Z Y Q Z W Z U) W uj z U O Z CC W U W a Lu> Q ~ ~ u') ¢ Q Z Z > > o Q o 0 o > rn ti D MNG ISSUE REV DESIGN DEV. 11/08/13 COORDINATION 01115/14 BID SET 03131114 LAND USE REVISION #1 08105/14 ADDENDUM 91 06112/14 ADDENDUM #4 07/02/14 UTILITY SET 07/16/14 PERMIT REVISIOWMYLAR 08119114 NO REV DATE 1 PERYTREVp1ON 0307.14 PROJ. MGR: AW DRAPrER: AM, HB, CS, AW PERYTREVaON U.uu t PERWTRENSIDIWYWi 0319.14 DRAWINGIIRE LANDSCAPE SITE PLAN ENLARGEME SCALE: AS INDICATED PLOT DATE 08119114 PRINCIPAL AW PROJ. MGR: AW DRAPrER: AM, HB, CS, AW SN NO L1.0 SUBJECT TO PERMIT APPROVAL / / NOTES: 1. SEE CIVIL FOR GRADING AND SPOT ELEVATIONS. 2. SEE SHEET L3.01 AND L3.02 FOR PLANTING PLANS �1 WOOD FRAME GATE L1.3 DBL. GATE 6' MAX. 4' -1" SITE LIGHTING PER ELECTRICAL, TYP. P -PATCH GARDEN ENLARGEMENT 1 SCALE: 1" = 5' - 0" L1.1 PROVIDE TEMPORARY Z 0� U 60 WIRE MESH FENCE LLI Q LLl UNTIL SHED IS F- Of d INSTALLED. z LLJ Y BERRY 3 9•' Lu Q oa BED — Q a- �' i Lu CL (D >I LANDSCAPE RAIN BARREL, TYP. F AREA " r_ o N.LC. O_ Q Q 3' MIN. ? 011 OF Q P�� z O > � o 90• LANDSCAPE i AREA - EQ. 6 _' ,/ / Nruwmo195UE ° BEGINNING EQ. DESIGN DEM. 11/08/13 OF EQ _CURVE EQ. 4 _ BENCH, TYP.' COORDINATION 01/15/14 o, 1.07 BID SET 03131/141 r l6' -0" / LAND USE REVISION #1 08105/14 M rn_ ADDENDUM #1 06112114 / ADDENDUM #4 07/021141 UTILITY SET 07/16114 90 PERMIT REVISIONIMYLAR 08119/141 LANDSCAPE __ 3 4 WOOD FRAME / n own ,_ Lt L13 3' MIN. By TYP. NO REV DATE PERYIREV.ION OSO,.,. 0 PERI.l FEN910x 0/.,1,1 1 REN91CN01YLAR 01,9.,1 - N "E W rn m n 45 -0 = N ° N I _ U N 0 - Z J V mr ® V � (r �Q t 1 O � @ ; 2 .`- M� 7 ! m V1 0 S _. - 4ATE OF WMHM ON Y - - - REOISIER ED VMD9GPE MCHna 9 HOSEBIB, TYP. SEE �13134 i SPECS. 8 Auo wEs L1 2 COMPOST BINS, UCE NO. E%PIR ON 9 -29 -1 STANDARD L1.3 LANDSCAPE TIMBER L1'2 ADD /ALT. RAISED EDGING, TYP. Z PLANTER, TYP. OO 00 ENGINEERED WOO `:> L62 °" TRASH AND RECYCLING Z 1 L12 CONTAINERS, TYP. IN- Z V FIBER, TYP. GROUND MOUNT Lij C C J N Q J 12' -8" 90' Q C 60 0 8'X12' GARDEN ¢ Z W 0 �_- �55,1� SHED, N.I.C. 0 ` PROVIDE TEMPORARY Z 0� U 60 WIRE MESH FENCE LLI Q LLl UNTIL SHED IS F- Of d INSTALLED. z LLJ Y BERRY 3 9•' Lu Q oa BED — Q a- �' i Lu CL (D >I LANDSCAPE RAIN BARREL, TYP. F AREA " r_ o N.LC. O_ Q Q 3' MIN. ? 011 OF Q P�� z O > � o 90• LANDSCAPE i AREA - EQ. 6 _' ,/ / Nruwmo195UE ° BEGINNING EQ. DESIGN DEM. 11/08/13 OF EQ _CURVE EQ. 4 _ BENCH, TYP.' COORDINATION 01/15/14 o, 1.07 BID SET 03131/141 r l6' -0" / LAND USE REVISION #1 08105/14 M rn_ ADDENDUM #1 06112114 / ADDENDUM #4 07/021141 UTILITY SET 07/16114 90 PERMIT REVISIONIMYLAR 08119/141 LANDSCAPE __ 3 4 WOOD FRAME / n own ,_ Lt L13 3' MIN. By TYP. NO REV DATE PERYIREV.ION OSO,.,. 0 PERI.l FEN910x 0/.,1,1 1 REN91CN01YLAR 01,9.,1 WANNG FILE '= G 1 C4 LANDSCAPE CONC. LANDSCAPE o ca.2 u.2 PAVING, TYP. SITE PLAN 1 ENLARGEMENTS u.3 ADA RAISED PLANTER, TYP I- j SCALE AS INDICATED PLOT DATE: 08/19/14 PRINCIPAL: AW PROJ.MGR: AW DRAFTER AM, HB, CS, AW - / ''� SXEETNO. N L1.1 0 2.5 5 10 R=374130 1 inch = 5 feet SUBJECT TO t -' \ - —� ,\� / ,, PERMIT APPROVAL BROOM FINISH, SEE PLAN FOR DIRECTION OF SWEEP R. TOOLED EDGE 1/2° A NOTE: 1. INSTALL EXPANSION JOINT WHERE NEW PAVING MEETS EXISTING CONCRETE PAVING, CURBS AND STRUCTURES. 4" R. TOOLED EDGE CONCRETE SLAB, SEE CIVIL PROVIDE PREMOLDED FILLER AT JOINTS WHERE NEW CONCRETE MEETS EXISTING SEE CIVIL FOR BASE COURSE AND SUBGRADE CPANSION JOINT SITE CONCRETE PAVING FINISH DETAILS NOT TO SCALE 0 I N NOT USED i AAIMOf AMr AMrA SAW CUT GROOVE 1/4" WIDTH )F :ONCRETE IEPTH CONTROL JOINT concp.v — v a a i IL11 4 ENGINEERED WOOD a " a 4 IIII III —I _ IIIIIIIII 1/2° A NOTE: 1. INSTALL EXPANSION JOINT WHERE NEW PAVING MEETS EXISTING CONCRETE PAVING, CURBS AND STRUCTURES. 4" R. TOOLED EDGE CONCRETE SLAB, SEE CIVIL PROVIDE PREMOLDED FILLER AT JOINTS WHERE NEW CONCRETE MEETS EXISTING SEE CIVIL FOR BASE COURSE AND SUBGRADE CPANSION JOINT SITE CONCRETE PAVING FINISH DETAILS NOT TO SCALE 0 I N NOT USED i AAIMOf AMr AMrA SAW CUT GROOVE 1/4" WIDTH )F :ONCRETE IEPTH CONTROL JOINT concp.v — v a i I III —I ENGINEERED WOOD " IIII III —I _ IIIIIIIII FIBER SURFACE II III111 - III " III =III= " 0 II =III1 = =1IIII IIIIIIIIII SEE CIVIL SHT. C6.1 • FOR PERF. PIPE DETAILS II III =III I -III III III -III III -III 1TI1 I I IIII � I— III =I � I =1 I I-I NOT USED PET WASTE STATION POST C.I.P. CONC. PLANTING AREA C.I.P. CONC. POST FOOTING PET WASTE STATION POST 1 EXPANSION L1.1 JOINT "� SIDEWALK 3EE DOTE 1 SECTION PLAN (TYP.) PLAN (AT CORNER NOTE: 1. TO DETERMINE LOCATION OF FOOTING AT CORNER, SET CENTER OF POST 6" FROM NEAREST POINT ON ADJACENT SIDEWALK. ONCE LOCATION IS DETERMINED, EXTEND FOOTING POINT OF INTERSECTION WITH SIDEWALK AS SHOWN IN PLAN GRAPHIC ABOVE. 2. SEE SPECS FOR DOG STATION. PET WASTE STATION FOOTING NOT TO SCALE °v e GRADE v m.1su i M%14 PLANTING AREA C.I.P. CONC. POST FOOTING PET WASTE STATION POST 1 EXPANSION L1.1 JOINT "� SIDEWALK 3EE DOTE 1 SECTION PLAN (TYP.) PLAN (AT CORNER NOTE: 1. TO DETERMINE LOCATION OF FOOTING AT CORNER, SET CENTER OF POST 6" FROM NEAREST POINT ON ADJACENT SIDEWALK. ONCE LOCATION IS DETERMINED, EXTEND FOOTING POINT OF INTERSECTION WITH SIDEWALK AS SHOWN IN PLAN GRAPHIC ABOVE. 2. SEE SPECS FOR DOG STATION. PET WASTE STATION FOOTING NOT TO SCALE °v e GRADE v m.1su P ERIQf1EN810WYYWi M%14 ENGINEERED WOOD FIBER SURFACE 0 - • •-- •— •Y�if- SEE CIVIL SHT. C6.1 • FOR PERF. PIPE DETAILS - -• -•- COMPACTED GRAVEL NC�l_ / BACKFILL SECTION (TYP.) ENGINEERED WOOD FIBER SURFACE AND EDGING NOT TO SCALE A. PLAN 1x4 CEDAR LUMBER. TYP. B. ELEVATION — FRONT ADD /ALT: COMPOST BIN SCALE: NTS , C. ELEVATION —SIDE v v sw NOT USED POST BASE VARIES: GLIDER- 6 "X6 ", ADA PLANTER- 4 "X4 ". STAND —OFF BASE, SIZE VARIES: GLIDER- 6 "X6 ". ADA PLANTER -4 "X4" 1/2 "4 MACHINE BOLT STANDARD CONC. PLAZA PAVING CONC. FOOTER NOTE: USED ON GLIDER 3„ PERGOLA BASE AND ADA 9-3/4" PLANTERS. SITE FURNITURE POST MOUNTING SCALE: NTS x4 CEDAR POST, YP. EAVY DUTY GALV. .12 GAUGE, 1 "x1 " 'IRE MESH, TYP. AGNA —LATCH SIDE ULL LATCH, TYP. B < < J J E. SECTION F. SECTION — SIDE R=374131 c 'D ; Q- -:s`?`4(3 I 9 ; a • 'm 3 u z 1� vertrrnEVieox m.1su P ERIQf1EN810WYYWi M%14 PLAN 2X4 MITERED CAP NOT SHOWN FRONT ELEVATION NOTES: 1. ALL WOOD MEMBERS SHALL BE TIGHT KNOT CEDAR, 4X4 POSTS SHALL BE CEDAR HEARTWOOD. 2. ALL FASTENERS SHALL BE STAINLESS STEEL SCREWS P —PATCH ADA PLANTER 1/2" = 1,_0., (2)2X6 W /DRAIN HOLES E APART 2X4 MITERED CAP 2X INFILL 2X6, MITERED & LAPPED SECTION PERIMETER APRON 1X8 SHIPLAP 5/4X4 SUPPORT BEAM, TYP. (2)2X6 W /DRAIN HOLES 6” APART y 2X4 CROSS BEAM LAP JOINT 4X4 POST SIDE ELEVATION 2X4 MITERED CAP 2X6, MITERED & LAPPED PERIMETER APRON 1X8 SHIPLAP 5/4X4 SUPPORT BEYOND PEA GRAVEL WRAPPED W /FILTER FABRIC 2X4 CROSS BEAM LAP JOINT, TYP. 4X4 PRESURE TREATED POST (CERTIFIED ARSNIC FREE) CIP CONC. PAVING SEE DETAIL 6/1-1.2 FOR POST MOUNTING ON CIP CONCRETE PAVING 2X4 MITERED CAP 2X INFILL 2X6, MITERED & LAPPED PERIMETER APRON SHIPLAP SEEM 1X8 SHIPLAP END PANEL W /BEVEL TOP 2X4 CROSS BEAM LAP JOINT, TYP. 4X4 POST (2)2X6 W /3/8 "4 DRAIN HOLES 6" APART LENGTH VARIES 5' O.0 MAX 1. SEE PLAN I I II I I i I I � I I I I I I PLAN FRONT ELEVATION (7 P —PATCH PLANTER 1/2" = l' -0° NOTES: 1. ALL WOOD MEMBERS SHALL BE TIGHT KNOT CEDAR, 4X4 POSTS SHALL BE CEDAR HEARTWOOD. 2. ALL FASTENERS SHALL BE STAINLESS STEEL SCREWS 3. ANY PRESSURE TREATED LUMBER SHALL BE CERTIFIED ARSENIC FREE. 2X6 MITERED CAP 2X4, TYP, 4X4 POST COMPACTED SUBGRADE 3/4" WASHED GRAVEL 10' -0" TYP. 2" C.L. FABRIC 6' -6" 0. C. (VINYL COATED) 3' 3' SIDE ELEVATION ELEVATION ail` COATED CHAIN LINK FENCE © P —PATCH SCALE: 1/4" = V -0" I �3 „� CHAINLINK_FENCE 6 "x6" RED CEDAR POSTS 3"x6" RED CEDAR SPLIT RAILS; INSERT INTO POST REGISTERED I II I II I UNDSGPE ARCHITECT ADDENDUM #1 w - - - -- - - - - -�+ - - - - 0�I 071022141 A WEST � ❑C SE W. 1313 EXPIRES ON 9 -29 -14 . . I II I II I Y - Q z Lu p PLAN 2X4 MITERED CAP NOT SHOWN FRONT ELEVATION NOTES: 1. ALL WOOD MEMBERS SHALL BE TIGHT KNOT CEDAR, 4X4 POSTS SHALL BE CEDAR HEARTWOOD. 2. ALL FASTENERS SHALL BE STAINLESS STEEL SCREWS P —PATCH ADA PLANTER 1/2" = 1,_0., (2)2X6 W /DRAIN HOLES E APART 2X4 MITERED CAP 2X INFILL 2X6, MITERED & LAPPED SECTION PERIMETER APRON 1X8 SHIPLAP 5/4X4 SUPPORT BEAM, TYP. (2)2X6 W /DRAIN HOLES 6” APART y 2X4 CROSS BEAM LAP JOINT 4X4 POST SIDE ELEVATION 2X4 MITERED CAP 2X6, MITERED & LAPPED PERIMETER APRON 1X8 SHIPLAP 5/4X4 SUPPORT BEYOND PEA GRAVEL WRAPPED W /FILTER FABRIC 2X4 CROSS BEAM LAP JOINT, TYP. 4X4 PRESURE TREATED POST (CERTIFIED ARSNIC FREE) CIP CONC. PAVING SEE DETAIL 6/1-1.2 FOR POST MOUNTING ON CIP CONCRETE PAVING 2X4 MITERED CAP 2X INFILL 2X6, MITERED & LAPPED PERIMETER APRON SHIPLAP SEEM 1X8 SHIPLAP END PANEL W /BEVEL TOP 2X4 CROSS BEAM LAP JOINT, TYP. 4X4 POST (2)2X6 W /3/8 "4 DRAIN HOLES 6" APART LENGTH VARIES 5' O.0 MAX 1. SEE PLAN I I II I I i I I � I I I I I I PLAN FRONT ELEVATION (7 P —PATCH PLANTER 1/2" = l' -0° NOTES: 1. ALL WOOD MEMBERS SHALL BE TIGHT KNOT CEDAR, 4X4 POSTS SHALL BE CEDAR HEARTWOOD. 2. ALL FASTENERS SHALL BE STAINLESS STEEL SCREWS 3. ANY PRESSURE TREATED LUMBER SHALL BE CERTIFIED ARSENIC FREE. 2X6 MITERED CAP 2X4, TYP, 4X4 POST COMPACTED SUBGRADE 3/4" WASHED GRAVEL 10' -0" TYP. 2" C.L. FABRIC 6' -6" 0. C. (VINYL COATED) 3' 3' SIDE ELEVATION ELEVATION ail` COATED CHAIN LINK FENCE © P —PATCH SCALE: 1/4" = V -0" I �3 „� CHAINLINK_FENCE 6 "x6" RED CEDAR POSTS 3"x6" RED CEDAR SPLIT RAILS; INSERT INTO POST REGISTERED HALF DEPTH FINISHED GRADE FENCE POST FOOTING, TYPO1-1.3 SECTION THROUGH FENCE RAIL SPLIT RAIL FENCE @ RAIN GARDEN SCALE: 1/2' = 1'_O" FENCESR NOT USED @ RAIN GARDEN SECTION NOTE: 1. GATE HARDWARE PER SPECIFICATIONS. 51.16 I LVI.KIIVV LAIUM ELEVATION � VINYL COATED CHAIN LINK GATE @ P —PATCH / ' SC LB NTS SCALE: 1/4" = 1 0� 7 SCALE: MS R=374132 CHAINLINK_FENCE 2X6 MITERED CAP 2X4, TYP. 4X4 POST COMPACTED SUBGRADE 3/4" WASHED GRAVEL FENCE POST n a_ C I = Ih FINISH GRADE 7-mf 7777 _III III =III - III- Lj: =7, l =1 11111 1-1/2" 4 EXTRA -III D 1 -1�I1� STRONG GALV. PIPE, _i = 111 =1I o III -III- - 1 -1111 EPDXY TO WOOD POST III -II' AND EMBEDDED INTO ° Ilillll= CONC. FOOTING OR C.I.P. a CONC. RETAINING WALL CONC. FOOTING OR C.I.P. CONC. RETAINING WALL D ° UNDISTURBED/ 1_TiIT T =Ti- COMPACTED 'IiI!IT, u�T =i SUBGRADE EQ. LEO. L NOTE: 12 "4 1. SET 1 -1/2" 4 EXTRA STRONG GALV. PIPE 18" DEEP AT C.I.P SECTION CONC. RETAINING WALL. FENCE POST FOOTING, TYPICAL NOT TO SCALE Fenc — post —ft92 CD\ 12.7141 3- v; W mm t: • N U � Q <O 0 _i N m 3 z a O �a m� �m Z m a „ a �3 3 � d 2 .r- Z co m �d mw 7 I PLOT DATE: DESIGN DEV. 'L AW gg STATE OF f WASHINGTON 9 REGISTERED LAND USE REVISION #1 06/05/14 UNDSGPE ARCHITECT ADDENDUM #1 w z 0�I 071022141 A WEST � ❑C SE W. 1313 EXPIRES ON 9 -29 -14 IRAIMNG ME Z PLOT DATE: DESIGN DEV. 'L AW O 01/15114 I BID SET zo LAND USE REVISION #1 06/05/14 ADDENDUM #1 w z 0�I 071022141 � co N JI Z Y - Q z Lu p Q ~ O Z_ <I a w O 1 w � o Q 0 o ¢Q Z > o Q O � of .ii _� N .JJ \ r r m IRAIMNG ME AS INDICATED PLOT DATE: DESIGN DEV. 11/08/131 AW COORDINATION 01/15114 0.1&1{ BID SET 031311141 LAND USE REVISION #1 06/05/14 ADDENDUM #1 06112114 ADDENDUM #4 071022141 UTILITY SET 07116114 PERMIT REVISIONIMYLAR 08119/14, DMMNG TRLE LANDSCAPE SITE DETAILS SCALE: AS INDICATED PLOT DATE: 08119114 PRINCIPAL: AW PROD. MGR: IIIW 0.1&1{ A ER SpWYYIM DMMNG TRLE LANDSCAPE SITE DETAILS SCALE: AS INDICATED PLOT DATE: 08119114 PRINCIPAL: AW PROD. MGR: AW DRARM AM, HB, CS, AW SHEETNO. L1.3 SUBJECT TO PERMIT APPROVAL pp� °o n E H rn o 10' MAX. 1000' MAX. PULL POST -- SPACED HOG RINGS (TYP.) NOTES Y` W END OR CORNER (BRACE) POST SEE NOTE 4. 1 10' MAX. (TYP.) @ 1000' MAX. SPACED @ 24" MAX. < a o KNUCKLED SELVAGE 1. ALL CONCRETE POST BASES LINE POST - SPACED BRACE A TOP RAIL PULL POST @ 10' MAX. POST TOP RAIL SEE NOTE 4. BRACE POST SHALL BE 10" MIN. DIAMETER. (TYP, I 2. ALONG THE TOP AND BOTTOM, Z I 1 USING HOG IN ° CHAIN LINK FE CEO FABRIC O E O o TEH TENSION WIRE WITHIN THE U TENSION WIRE TIE WIRE Z X = TENSION WIRE LIMITS OF THE FIRST FULL q a < (TYP.) x TENSION WIRE Y �? FABRIC WEAVE. �L U) x o = TIE WIRE < Q = �- J x (TYP.) 3. DETAILS ARE ILLUSTRATIVE AND Z m N FABRIC BAND TYP. K (TYP.) FABRIC BAND TYP. < SHALL NOT LIMIT HARDWARE DD a ( ) < TIE DESIGN OR POST SELECTION OF LL STRETCHER BAR (TYP.) WIRES ANY PARTICULAR FENCE TYPE. GO= STRETCHER BAR (TYP.) I sGOPA4 ED 4. SEE WSDOT STANDARD SPEC 4 MAX. SECTION 9 -16. HATE Of • ''• �' T w /� /s�-c/, •' . ► • • WA9RINCION • � L / /!C � •. • �i _ • �/. �i • REgSIERED KNUCKLED SELVAGE VINYL COATED 'o ; 5. CONTRUCT WITH TOP RAIL, TENSION WIRE % •' CHAIN LINK TENSION WIRE •'' HOG RINGS (TYP.) o n (TYP.) HARDWARE PER WSDOT MDR • FENCE FABRIC STANDARD SPECS. "CE N0.1313 9 • . • SPACED @ 24 MAX. ;' N - :;' ' . •. ExPI ON 9-29-u • CONCRETE POST (n ZO ` '` BASE (TYP.) F- J TYPE 3 FENCE - STORMWATER POND W Z J �I SCALE: NTS STRETCHER BAR � ;z POST FABRIC Q Z LV Q o H H Lu Q FABRIC BAND - a- SPACED 15" MAX. z L `W � Z � Lu LLI � Lu Lu Q = H Z� z Q METHOD OF FASTENING ; a°�� (DSCALE:NTS STRETCHER BAR TO POST MNWING ME DESIGN DEV. Ill 13 COORDINATION 0111 4 BID SET 0313114 LAND USE REVISION #1 06105/14 ADDENDUM #1 061121 4 ADDENDUM #4 07/02114 UTILITY SET 07/104 PERMIT REVISIONIMYLAR08119 4 I M+AYANG LIRE LANDSCAPE SITE DETAILS[ J 00 E SCALE AS INDICATED PLOT DATE: 08119114 11—E PRINCIPAL: AW PROD. MGR: AW DRAFTER AM, HB, CS, AW SH NG. R= 314133 L1.4 SUBJECT TO PERMIT APPROVAL POST AND RAIL SPECIFICATIONS PIPE ROLL FORMED NOM. SIZE WEIGHT (SCH.40) SECTION (lb/ft) NO REV DA i veartRexaax oam.i a vertrrREViswx mua � RI.f REVI&ONIWLAR 00.1A1i C-�� I b2 —�3 ?x(33 I.D. END, CORNER, OR PULL POST 2 2 1/2" DIAM. O OY 5 5.10 LINE OR BRACE POST 2 2" DIAM. O O 1 1.85 3 1/2" 1 5/8" CV � � M FENCE LINE FABRIC LOOP - 2 SIDES Y Z Z ?x(33 ':^ Y•ty -' `, r �s '_-mow `_ I I ��' °. ` i//X 3 4! _ _ I 4 O �z n v 1 PERYIREV1910X OSO].1{ _.,.:, W rn m 0 PERYIREN9PoH 0.1614 4 MR REVlLOWYriAR 0619.14 N N i _ � r N O {p W r a p m 5 H 3 s.: Z I Q _ J 1 _ Z 41 r U � @ O a > i m 3 �z NO n N E 1 PERYIREV1910X OSO].1{ _.,.:, W rn m 0 PERYIREN9PoH 0.1614 4 MR REVlLOWYriAR 0619.14 N N _ � r N O {p W a p m 5 H 3 s.: Z Q J � Z 41 r U � @ O a m 3 3G 3 0 � m � m m to ti MM OF WASHINGTON REGISIEREO L DS E ARCHITECT Z a �9 3 0 0 � AVD WEST u m IJCE N0. 1313 EXPIRES ON 9 -29 -14 ro Z Z Z O F Z Z_ Q U � C co Q Z u.l Z U) Z N O Z a- � U d w a � Cw7 < 0 F— o Q Q a Z i O O r^ w. A� r F ORAWINGLSSIIE DESIGN DEV. 11108113 COORDINATION 01115114 BID SET 03131114' LAND USE REVISION #1 06105114 ADDENDUM #1 06/11/14 ADDENDUM#4 01102114 UTILITY SET 07116114 PERMIT REVISIONIMYLAR 08/19/14 NO REV DATE 1 PERYIREV1910X OSO].1{ 0 PERYIREN9PoH 0.1614 4 MR REVlLOWYriAR 0619.14 inch = f20�feet I PERMIT APPROVAL NOTES: 1. SEE SHEET L2.3 FOR IRRIGATION SCHEDULE AND NOTES. 2. IRRIGATION CONTROLLER TO BE LOCATED IN MECHANICAL ROOM ON NORTH GARAGE LEVEL. SEE SHEET L2.0 FOR APPROX. PLAN LOCATION. 3. DRIP IRRIGATION SHOWN IS DIAGRAMMATIC. FINAL DRIP IRRIGATION LAYOUT WILL BE INCLUDED WITH FINAL CONSTRUCTION DOCUMENT SET. 000�l t`r 3/4.1 -N I ` 45- I♦ RAIN GARDEN FENCE, TYP. GRASSCRETE EMERGENCY VEHICLE ACCESS DRIVE USE SLEEVING WHERE LATERAL LINES EXTEND BELOW WALLS, TYP. r� C 2 y m Y If v N Z 11 1" N NO REV DATE 1 PE9YT PkV6pN OSM.H a nexrrnEVprow UAL14 R NEVLLONIYYWi 9619.19 EXISTING VEGETATION TO BE PRESERVED AND PROTECTED. LANDSCAPE � IRRIGATION SITE - SOUTH IRRIGATION PLAN SCALE: 1"=20'-O" PLAN - SOUTH SCALE AS INDICATED PLOT DATE: 08/19/14 PRINCIPAL AW PRQI. MGR: AW DRAFTER: AM, HB, CS, AW N L2.1 R=374135 ° ° 20 40 1 inch = 20 feet SUBJECT TO PERMIT APPROVAL IRRIGATION LEGEND SYMBOL ITEM CPP°es HUNTER MP3000 NOZZLE W/ RAINBIRD 1800 SAM BODY 94hokakulk HUNTER MP2000 NOZZLE W/ RAINBIRD 1800 SAM BODY HUNTER MP1000 NOZZLE OPP��o W/ RAINBIRD 1800 SAM BODY HUNTER MP STRIP NOZZLE °_c;D W/ RAINBIRD 1800 SAM BODY IEEE CONTROL STATION VALVE SIZE x GALLONS PER MINUTE e AUTOMATIC VALVE C2 CONTROLLER A QUICK COUPLING VALVE ® ISOLATION VALVE - - - - IRRIGATION MAINLINE IRRIGATION LATERAL LINE SLEEVING POC POINT OF CONNECTION NOTES RADIUS: 30'; PSI: 40; PRECIP. RATE: 0.45 IN /HR RADIUS: 30'; PSI: 40; PRECIP. RATE: 0.45 IN /HR RADIUS: 30'; PSI: 40; PRECIP. RATE: 0.45 IN /HR RADIUS: 5'x15', 5'x30'; PSI: 40; PRECIP. RATE: 0.45 IN /HR HUNTER PGV SERIES W/ FLOW CONTROL III i'. RAINBIRD 33DLRC AQUA IPS GATE SCHEDULE 40 PVC, SIZE PER PLAN CLASS 200 PVC, SIZE PER PLAN SCHEDULE 40 PVC, SIZE PER NOTE 12, SHEET L2.3 DRIP IRRIGATION SCHEDULE SEE DETAILS 1, 2, & 3 ON DWG STD- LRD103. DRIPPER TUBING, 12" EMITTER - - SPACING WITH 0.9 GPH EMITTER DISCHARGE, 18" LATERAL ROW SPACING. PLANS - - -- INDICATE GENERAL DIRECTION AND ORIENTATION OF DRIPPER TUBING. MODEL # 'TLCV9 -12' (NETAFIM CV TECHLINE) ❑p AIR VACUUM RELIEF VALVE, NETAFIM 'TL2W75MA' - LOCATE AT HIGH POINT OF IRRIGATION CIRCUIT Q MANUAL FLUSHING SHUT -OFF VALVE NETAFIM MODEL # 'TLFV -1' LOCATE AT LOW POINT OF IRRIGATION CIRCUIT NETAFIM PRESSURE REGULATING VALVE, 1 -1/2" NETAFIM DISC FILTER, 80 MESH NOTE: NOT FOR CONSTRUCTION, NOT SHOWN FOR ADDENDUM #4 IRRIGATION CONTROL STATIONS 1 2 3 4 5 6 7 10.00 15.00 32.00 23.00 5.00 41.00 26.00 8 9 10 11 12 13 14 10.50 40.00 16.00 34.00 9.00 48.00 16.00 NOTE: NOT FOR CONSTRUCTION, STATIONS HAVE NOT BE RECALCULATED FOR ADDENDUM #4 IRRIGATION NOTES 1. A TEMPORARY IRRIGATION SYSTEM SHALL BE INSTALLED AND OPERATIONAL FOR THE PLANT ESTABLISHMENT PERIOD OF TWO YEARS. AFTER WHICH, ALL AT -GRADE ELEMENTS OF THE SYSTEM SHALL BE DISMANTLED AND REMOVED FROM THE PROJECT SITE. WHAT SHALL REMAIN IS THE POINT OF CONNECTION, THE MAIN LINE, MAIN SHUT -OFF VALVE, ISOLATION VALVES AND THE QUICK - COUPLING VALVES. ALL PIPE STUBS ALONG MAIN SHALL BE CAPPED. 2. VERIFY STATIC WATER PRESSURE AT POC PRIOR TO BEGINNING WORK. SUBMIT RESULTS TO THE LANDSCAPE ARCHITECT PRIOR TO INSTALLATION OF WORK. CONFIRM AVAILABLE WATER PRESSURE IS SUFFICIENT TO OPERATE SYSTEM EFFICIENTLY. CONTRACTOR SHALL SIZE BOOSTER PUMP ( IF NECESSARY) TO ACHIEVE REQUIREMENTS PER CONTRACT DOCUMENTS. 3. VALVES, MAIN LINE, LATERAL LINES AND POINT OF CONNECTION ARE SHOWN SCHEMATICALLY FOR FUNCTIONAL CLARITY, AND NOT TO BE CONSTRUED AS ACTUAL LAYOUT. ALL SPRINKLER ARCS, NOZZLE SIZES AND LOCATIONS TO BE ADJUSTED TO PROVIDE HEAD -TO -HEAD COVERAGE AND TO ELIMINATE OVER -SPRAY ON ADJACENT PAVEMENT, BUILDINGS, FENCES, ETC. 4. FLUSH VALVES AND AIR RELIEF VALVES ARE SCHEMATICALLY LOCATED ON PLAN. CONTRACTOR SHALL VERIFY HIGH AND LOW SPOTS IN THE SYSTEM TO ACCURATELY LOCATE VALVES. m N E 5. IRRIGATION POINT OF CONNECTION (POC) AND CONTROLLER SHALL BE LOCATED AS SHOWN ON PLANS. COORDINATE WITH OTHER DISCIPLINES FOR WATER MAIN CONNECTION, ROUTING OF PIPING, AND ADDENDUM #4 ELECTRICAL SOURCE AND WIRING FOR CONTROLLER UNIT. UTILITY SET N v 6. ALIGN VALVE BOXES SQUARE TO EACH OTHER AND WITH EDGE OF ADJACENT CURB, PAVEMENT, OR BUILDING. LOCATE VALVE BOXES MIN 12" FROM CURBS, WALKS, AND PATHWAYS. i � N 7. COORDINATE POWER TO CONTROLLER AND CONTROL COMPONENTS. TEMPORARY POWER MAY BE REQUIRED FOR SYSTEMS OPERATION. W m 8. CONTRACTOR TO PROVIDE EXTRA CAUTION WHILE WORKING AROUND (AND WITHIN, IF NECESSARY) THE CRITICAL ROOT ZONE OF EXISTING TREES THAT ARE TO REMAIN. SEE PLANTING PLAN DRAWINGS FOR LOCATION OF TREES TO BE PROTECTED. 9. ALL WORK WITHIN CRITICAL ROOT ZONES OF EXISTING TREES SHALL BE IN ACCORDANCE WITH SPECIFICATIONS SECTION 01 56 39 ON TREE PROTECTION. ROUTE IRRIGATION LINES AROUND OR UNDER EXISTING TREE ROOTS, OR AS DETAILED IN THE SPECIFICATIONS. TRENCHES HAVING EXPOSED TREE ROOTS SHALL BE BACK FILLED WITHIN 24 HOURS UNLESS ADEQUATELY PROTECTED BY MOIST SOIL OR MULCH AS APPROVED BY PROJECT ENGINEER. 10. ALL LATERAL LINES ARE ASSUMED TO BE CLASS 200 PVC AND SHALL BE SIZED BASED ON THE FOLLOWING FLOW VOLUMES: 0 -10 GPM: " 4 10 -16 GPM: 1" 16 -26 GPM: 1 -4" 26 -35 GPM: 1 -4" 35 -55 GPM: 2" 55 -80 GPM: 2 -4" 11. SYSTEM LATERAL PIPING AND SPRINKLER SHALL BE INSTALLED AT- GRADE. 12. SLEEVING IS REQUIRED FOR ALL IRRIGATION MAIN LINES, LATERALS AND CONTROL WIRES UNDER NEW AND EXISTING PAVEMENTS, WALLS, CURBS, ETC. SLEEVED PIPE TO GO FROM PLANTING BED TO PLANTING BED. CONTRACTOR IS RESPONSIBLE FOR COORDINATION OF SLEEVING INSTALLATION AND SPECIFIC LOCATIONS FOR COMPLETE INSTALLATION OF WORK. ALL SLEEVING SHALL BE AS INDICATED ON DRAWINGS. IF NOT SHOWN, SLEEVE SHALL BE 2 TIMES THE DIAMETER OF THE INSERTED IRRIGATION PIPE. 13. MAIN LINE PIPING LAYOUT, SLEEVES, AND VALVE LOCATIONS SHALL BE STAKED IN FIELD BY CONTRACTOR. STAKING AND PRESSURE SHALL BE APPROVED BY THE PROJECT ENGINEER PRIOR TO INSTALLATION. 14. ALL PLANTED AREAS TO BE IRRIGATED AS INDICATED ON PLAN. CONTRACTOR SHALL MAKE ALL NECESSARY ADJUSTMENTS TO THE IRRIGATION PLAN TO ASSURE COMPLETE AND ADEQUATE HEAD TO HEAD COVERAGE AND TO ELIMINATE OVERSPRAY ON ADJACENT PAVEMENT, BUILDINGS, FENCES, ETC. SEE CORRESPONDING PLANTING PLAN FOR LAYOUT. R- 314136 C_:�>: R -?j7 `F/3 {c @Mhn 1 i °c M Of WASHINGTON v RECISIERED y UNDGCRPE ARCHRECi � Z Ml !WEST uc NO. 1313 a. ON 9 -29 -ta u 3 z to z Z U � z Y I -- Q Z Lu cl� Q E- co Lu z L �� Z co O w oa Lu W W' Lu Lu > `> Q = z H p _> O Q z o0 = Q 1 - g z OII s °� cD m �� cr> ti ■ �a 1 z DMWWG ISSUE e � 1110811$ m N E BID SET 03131114 LAND USE REVISION #1 061051144 ADDENDUM #1 0611211 ADDENDUM #4 0710211 UTILITY SET N v PERMIT FWSIONMYIAR 081191 U N w PLOT DATE: 06119/14 i � N PROJ. MGR: AW DRAFrER AM, HE, CS, AW W m Q N N Z ,Q J O Om� Z a° 3 a; d zN @Mhn 1 i °c M Of WASHINGTON v RECISIERED y UNDGCRPE ARCHRECi � Z Ml !WEST uc NO. 1313 a. ON 9 -29 -ta u 3 z to z Z U � z Y I -- Q Z Lu cl� Q E- co Lu z L �� Z co O w oa Lu W W' Lu Lu > `> Q = z H p _> O Q z o0 = Q 1 - g z OII s °� cD m �� cr> ti ■ �a 1 z DMWWG ISSUE ' DESIGN DEV. 1110811$ COORDINATION 01/15/14 BID SET 03131114 LAND USE REVISION #1 061051144 ADDENDUM #1 0611211 ADDENDUM #4 0710211 UTILITY SET 0711611 PERMIT FWSIONMYIAR 081191 NO REV DATE 1 DERMITREIVAISIO 05. 07.1 IRRIGATION 3 IERMITREVISIO 07.16.14 4 'Mff m "kYw 08.19.1 5 ASIA 08.19.1 PLOT DATE: 06119/14 PRINCIPAL AW L2.3 SUBJECT TO PERMIT APPROVAL aumNGTmE- LANDSCAPE o IRRIGATION SCHEDULE - m SITE SCALE AS INDICATED PLOT DATE: 06119/14 PRINCIPAL AW PROJ. MGR: AW DRAFrER AM, HE, CS, AW R uNO. L2.3 SUBJECT TO PERMIT APPROVAL z N TAP (SEE CIVIL DRAWINGS) EXISTING WATER SERVICE MAINLINE ?" SCHEDULE 40 PVC PIPE TO IRRIGATION >YSTEM ?" MASTER VALVE IN VALVE BOX (NORMALLY ;LOSED) "' BRASS PIPE FROM DCVA TO MASTER VALVE .5" DOUBLE CHECK VALVE ASSEMBLY W/ JNION END BALL VALVES ;ONCRETE COMMUNICATION VAULT W/ .00KING LIDS 'BRASS PIPE FROM METER TO DCVA BRONZE GATE VALVE IN CAST IRON OX /ATER DEDUCT METER (SEE CIVIL DRAWINGS) PIPE FROM TAP TO METER (SEE CIVIL IRAWINGS) POINT OF CONNECTION DIAGRAM NOT TO SCALE poc diagram -2 SAWCUT EXIST. EXISTING OR NEW PAVEMENT IF ASPHALT, CONCRETE OR NECESSARY "MIN MASONRY PAVED SURFACE TACK SEAL JOINT \� COMPACTED BACKFILL DETECTION TAPE (BLUE) BACKFILL MATERIAL PVC SLEEVE WITH MAIN N 1Z OR LATERAL LINES OR ° - CONTROLLER WIRES 4 NOTES: 1. SLEEVE SIZE AS SHOWN ON ao PLANS OR: I.D. OF SLEEVE TO BE 1" GREATER THAN O.D. OF PIPE 2. SLEEVES REQUIRED UNDER ALL PAVED AREAS. PIPE SLEEVE SCALE: NTS PLAN VIEW OF BRACE_ QUICK COUPLING VALVE NOT TO SCALE QUICK OU LING VALVE (CTYR RECTANGULAR IRRIGATION AUTO. VALVE BOX (TYP) LAPWNTING OR 12" 12" 12' EDGE OF SIDEWALK OR CURB NOTES: PAVING 1. CENTER VALVE BOX OVER VALVE TO FACILITATE REMOVAL AND SERVICING. 2.SET AUTO VALVE AND VALVE BOX ASSEMBLY IN SHRUB AREAS WHERE POSSIBLE. 3.SET BOXES PARALLEL TO EACH OTHER AND PERPENDICULAR TO EDGE. 4. AVOID HEAVILY COMPACTING SOI AROUND VALVE BOXES TO SECTION PREVENT THEIR COLLAPSE AND/OR DEFORMATION. VALVE BOX PLACEMENT NOT TO SCALE PIP COCKS TO BE UPRIGHT AND EASILY ACCESSIBLE (ORIENTATION APPROVED BY ENGINEER) 1/4" DIA. GALV. THREADED U -BOLT WITH NUTS AND WASHERS (TYP.) FINISH GRADE COPP TO METER DOUBLE CHECK VALVE z �6„ COMPACTED SUBBASE, OR 6" �o �,o DRAIN ROCK FOR OPEN BOTTOM VAULTS 1/3 CU YD OF DRAIN ROCK AT BOTH ENDS OF VAULT UNDER WEEP HOLE /SLOT BACKFLOW PREVENTION ASSEMBLY SCALE: NTS VALVE BOX WITH LOCKING LID. (SEE SPECS.) BRASS QUICK COUPLER VALVE. (SEE SPECS.) 18" LONG, 1" DIA. SCH. 80 PVC (SEE PLAN VIEW OF BRACE ABOVE) 3" OF GRAVEL WITH GEOTEXTILE FABRIC UNDER SCH. 40 GALV. TRIPLE SWING JOINT ASSEMBLY W/ THREADED RISER AS REQ. SCH. 40 PVC MAINLINE NOTE: USE TEFLON TAPE ON ALL THREADED FITTINGS. irr— back— flow.dwg 3M DIRECT BURIAL SPLICE KIT, TYP. FINISH GRADE (TOP OF — BARK MULCH). MULCH TO COVER LATERAL LINE. CLASS 200 PVC LATERAL LINE VALBDX ALLOW SPACE FOR HATCH TO OPEN TO ROUND FINISH GRADE 2, CONCRETE VAULT W/ LOCKING STEEL HATCH (SEE SPECS) TO PRESSURE REDUCING VALVE GROUT OPENING (TYP.) K. III III Nil —1 " PVC WEEP III HOLE (TYP -) NOTE: REQUIRED VAULT EXTENSIONS AS NECESSARY BY SAME MANUFACTURER AS VAULT VALVE BOX AUTOMATIC CONTROL VALVE SCHED. 40 PVC MAINLINE PIPE � COMPACT SUBGRADE SCHED. 40 PVC FEMALE ADAPTER AUTOMATIC CONTROL VALVE ASSEMBLY SCALE: NTS NOT USED SCALE: NTS SCHED. 40 PV MAINLINE PIPE N. WASHED GRAVEL DRAIN ROCK FOR DR-4 6 IN MIN DEPTH, TOP OF GRAVEL FLUSH W /BOTTOM OF VALVE BOX SECTION )GATE VALVE SCALE: NTS IRRIGATION CONTROLLER BACK PANEL IRRIGATION CONTROLLER — TERMINAL BOX TERMINAL STRIPS POWER SUPPLY GFI OUTLET — VALVE BOX W /SNAP LID OR APPROVED EQUIV. PARTIALLY IN GROUND AS SHOWN ■ unu ONZE GATE VALVE TO CONTROL VALVES UNION, SIZE TO MATCH BALL VALVE, TYP L1 ANCHOR BOLTS COMMANDER REMOTE TRANSMITTERS (2 UNITS PER PROJECT TYP.) 2" CONDUIT FOR STATION ZONE CONTROL WIRES AUTOMATIC CONTROL VALVE ASSEMBLY SCALE: NTS X74131 CID : re- _--I>?�-(i37 m N E N U U N tD w � m a m Z m r- Z m °° m � a m � m Q m� � m a�b6 SfAn OF WASHINGTON REGISTERED W DS E ARCM U AUD WEST 4C N0. 1 }1} E �//'�� RES ON 9 -29 -14 vJ Z O LL1 Z 0 C co J ItY � Z Y Z LLJ F- H Q w ¢w Z w H Y O w z� d LLI CL CD > Q H I— o ¢ Z Q Z > 00 Q O O O ti DRAWWG ISSUE DESIGN DEV. 11/08113 COORDINATION 01/15114 BID SET 03131/14 LAND USE REVISION #1 06/05114 ADDENDUM #1 06112114 ADDENDUM #4 07102114 UTILITY SET 07/16114 PERMIT REVISION/MYLAR 08119/14 YFAYF RENSbH 4 PFA1Ir REV6gN %.,5,. Rnr1REV 9pNnrw j W10.11 DRAW1NG 1111E LANDSCAPE IRRIGATION DETAILS SCALE: AS INDICATED PLOT DATE 08119/14 PRINCIPAL AW PROJ. MGR: AW DRAFNER: AM, HB, CS, AW SHEEP NO. L2A SUBJECT TO PERMIT APPROVAL TOP OF WALL, POLE, OR POST 8 IN MIN z_ O RAIN SENSOR: RAIN BIRD RSD -CEx FEMALE ADAPTER (SLIP X FIPT) IN PVC COATED GALV CONDUIT E90 DEGREE EL (SLIP X SLIP) SECURE WITH ENGR APPROVED PIPE ANCHORS ® 4 FT OCO MAX IN PVC COATED GALV CONDUIT W/16 GA WIRE TO IRRIGATION CONTROLLER RAIN SENSOR - ROOF OR WALL MOUNTING SCALE: NTS TECHLINE TUBING DRIPPERLINE FITTINGS 21►R•] SCALE. NTS MULCH OR SEDUM TILE EASY FIT ON— SURFACE COMPRESSION DRIPLINE TEE INLINE DRIP EMITTER OUTLET, FACE UP 211 -4" .':. 1 .r i ' • :a'. c FINISH GRADE TIE —DOWN STAKE W /BEND, TYP. NOTES: 1. PLACE TIE DOWN STAKES EVERY THREE FEET IN SAND, FOUR FEET IN LOAM, AND FIVE FEET IN CLAY. 2. AT FITTINGS WHERE THERE IS A CHANGE OF DIRECTION SUCH AS TEES OR ELBOWS, USE TIE —DOWN STAKES ON EACH LEG OF THE CHANGE OF DIRECTION. I DRIP SYSTEM PIPING SECTION SCALE: NTS c SPRINKLER SHRUB SPRAY NOZZLE, WITH ADAPTER PVC SCHED 40 SPRINKLER RISER #3 RE -BAR, SECURE RISER PIPE TO RE -BAR PVC SCHED 40 TEE PVC SCHED 40 LATERAL PIPE FIN. GR. SHRUB SPRAY HEAD, TYP SCALE: NTS EXHAUST HEADER, POLY TUBING OR DRIPPERLINE BLANK TUBING AXON SECTION DRIP SYSTEM EXHAUST HEADERS TECHLINE TUBING DRIPPERLINE FITTINGS , SCALE: NTS PVC DRIP MANIFOLD (SIZED TO NSET MEET LATERAL FLOW DEMAND) -- - - -- --------------- MULCH 357' 273' TECHLIN SUPPLY N TUBING HEADER, POLY ADDENDUM #1 PLANTIN TUBING 40 PVC EXHAUST BARB X MALE HEADER PVC SUPPLY HEADER FITTING 428' SOIL AXON 614' SUPPLY I I HEADER SECTION OF AREA DRIP SYSTEM SUPPLY INSET A PVC SCH 40 TEE OR EL TYPICAL HEADERS SCALE. NTS MULCH OR SEDUM TILE EASY FIT ON— SURFACE COMPRESSION DRIPLINE TEE INLINE DRIP EMITTER OUTLET, FACE UP 211 -4" .':. 1 .r i ' • :a'. c FINISH GRADE TIE —DOWN STAKE W /BEND, TYP. NOTES: 1. PLACE TIE DOWN STAKES EVERY THREE FEET IN SAND, FOUR FEET IN LOAM, AND FIVE FEET IN CLAY. 2. AT FITTINGS WHERE THERE IS A CHANGE OF DIRECTION SUCH AS TEES OR ELBOWS, USE TIE —DOWN STAKES ON EACH LEG OF THE CHANGE OF DIRECTION. I DRIP SYSTEM PIPING SECTION SCALE: NTS c SPRINKLER SHRUB SPRAY NOZZLE, WITH ADAPTER PVC SCHED 40 SPRINKLER RISER #3 RE -BAR, SECURE RISER PIPE TO RE -BAR PVC SCHED 40 TEE PVC SCHED 40 LATERAL PIPE FIN. GR. SHRUB SPRAY HEAD, TYP SCALE: NTS EXHAUST HEADER, POLY TUBING OR DRIPPERLINE BLANK TUBING AXON SECTION DRIP SYSTEM EXHAUST HEADERS TECHLINE TUBING DRIPPERLINE FITTINGS , SCALE: NTS PVC DRIP MANIFOLD (SIZED TO NSET MEET LATERAL FLOW DEMAND) -- - - -- --------------- I - - - - -I 357' 273' 20 N PERIMETER DRIPLINE PIPE I TO BE INSTALLED 2 " -4" L _ FROM PERIMETER OF AREA 313' 30 ADDENDUM #1 '--'�ON— SURFACE DRIPLINE 378' 40 PVC EXHAUST BARB X MALE HEADER PVC SUPPLY HEADER FITTING 428' 50 FP FLUSH POINT (TYPICAL) 614' 470' I I I PERIMETER OF AREA INSERT TEE OR CROSS INSET A PVC SCH 40 TEE OR EL TYPICAL Q FIN. GR. MULCH TECHLINE TUBING PLANTING SOIL EXHAUST HEADER A PVC SCH 40, I TEE OR EL, I TYR. I I b j '1 J ' I PVC SUPPLY HEADER I PVC DRIP I MANIFOLD (SIZED TO MEET LATERAL I FLOW DEMAND) PVC SCH 40 I RISER PIPE PVC SCH 40 TEE I R MANIFOLD (SIZED TO MEET LATERAL FLOW j DEMAND) I I I I I NOTES: 1. DISTANCE BETWEEN LATERAL ROWS AND EMITTER SPACING TO BE BASED ON SOIL TYPE, PLANT MATERIALS AND CHANGES IN ELEVATION. SEE MANUFACTURERS INSTALLATION SPECIFICATIONS FOR SUGGESTED SPACING. DRIP SYSTEM LAYOUT - STANDARD, TYP. FINISH G VALVE BO BRICK SU 3/4" GRAVEL ONE (1) CUI SCALE: NTS FLUSHING RESSION SECTION 3 DRIP SYSTEM FLUSH VALVE SCALE: NTS LINE CV JG Dripline Max. Lateral Lengths (Feet) 18" Spacing Inlet Pressure Nominal Flow psi 0.6 GP 0.9 GP 15 DESIGN DEV. 357' 273' 20 BID SET 408' 313' 30 ADDENDUM #1 494' 378' 40 UTILITY SET 560' 428' 50 i i 614' 470' 6" ROUND Elf VALVE BOX FINISH GRADE AIR/ VACUUM L 1 1 =111 RELIEF VALVE III— 3/4" M X 1/2" F REDUCTION a4tl BUSHING DRIP SYSTEM AIR RELIEF VALVE SCALE: NTS PVC SUPPLY MANIFOLD PVC SCH 40 TEE OR EL (TYPICAL) PVC SUPPLY PIPE PVC SCH 40 RISER PIPE PVC SCH 40 TEE OR EL (TYPICAL) PERIMETER DRIPLINE PIPE TO BE INSTALLED 2 " -4" FROM PERIMETER OF—\ I� POLYETHYLENE � — BARBX BLANK TUBING BARB INSERTEEOR CROSS !II ll SURFACE DRIPLINE \—AIR RELIEF VALVE I I BARB X MALE FITTING, TYR. III ___­+-PVC SCH 40 TEE OR EL (TYR 4 -6" DRIP MANIFOLD BURIAL DEPTH PVC EXHAUST HEADER FLUSH POINT (TYP.) INSERT A SECTION PLAN SEE INSERT A NOTES: 1. DISTANCE BETWEEN LATERAL ROWS AND EMITTER SPACING TO BE BASED ON SOIL TYPE, PLANT MATERIALS AND CHANGES IN ELEVATION. SEE DRIPLINE INSTALLATION GUIDE AND SPEC 32 84 00 FOR SUGGESTED SPACINGS. 2. CONSULT ABOVE TABLE FOR LENGTH OF LONGEST DRIPLINE LATERAL. 3. AIR RELIEF VALVE TO BE INSTALLED AT HIGH POINT OF AREA. DRIP SYSTEM LAYOUT - IRREGULAR SHAPE, TYP. SCALE: NTS \ m N E N 0 O Q 0 O �i W o5 1..y... W N c < .. z J � V m U m Z a 0a A Q 3:m z�d STATE OF W/ HINGTON REGISTERED WNDSWE A HRE U WEST NSE NO. 1313 EXMR( ON 9 -29 -14 ��//�� w Q LLJ Z J J J Z Y Q Z LU = C) H z N Z U 2 < 0 H o Qa Z > o � O O M cs, > Mu rs REV DESIGN DEV. 11108113 COORDINATION 01115114 BID SET 03131/14 -DRIP MANIFOLD 06105/14 ADDENDUM #1 06112114 r BURIAL DEPTH _ rl UTILITY SET 07116114 PERMIT REVISIONIMYLAR I I i i LL j I I I I I L _ _ J I BARB X BARB INSERT TEE OR CROSS INSET A SEE INSERT A Q SURFACE DRIPLINE j PERIMETER OF AREA PVC SUPPLY MANIFOLD I 3,; I PVC SUPPLY PIPE I I AIR RELIEF VALVE L_'_J Y2" POLYETHYLENE BLANK TUBING PLAN SEE INSERT A NOTES: 1. DISTANCE BETWEEN LATERAL ROWS AND EMITTER SPACING TO BE BASED ON SOIL TYPE, PLANT MATERIALS AND CHANGES IN ELEVATION. SEE DRIPLINE INSTALLATION GUIDE AND SPEC 32 84 00 FOR SUGGESTED SPACINGS. 2. CONSULT ABOVE TABLE FOR LENGTH OF LONGEST DRIPLINE LATERAL. 3. AIR RELIEF VALVE TO BE INSTALLED AT HIGH POINT OF AREA. DRIP SYSTEM LAYOUT - IRREGULAR SHAPE, TYP. SCALE: NTS \ m N E N 0 O Q 0 O �i W o5 1..y... W N c < .. z J � V m U m Z a 0a A Q 3:m z�d STATE OF W/ HINGTON REGISTERED WNDSWE A HRE U WEST NSE NO. 1313 EXMR( ON 9 -29 -14 ��//�� w Q LLJ Z J J J Z Y Q Z LU = C) H z N Z U 2 < 0 H o Qa Z > o � O O M cs, > Mu rs REV DESIGN DEV. 11108113 COORDINATION 01115114 BID SET 03131/14 LAND USE REVISION #1 06105/14 ADDENDUM #1 06112114 ADDENDUM #4 07102114 UTILITY SET 07116114 PERMIT REVISIONIMYLAR 08119114 NO REV DATE 1 PIl11OTREVIBpN 03➢7.14 3 PIl11pTREN9pN 0).1614 4 KR REN3KKWriM 061614 DRAWINGTIIIE LANDSCAPE IRRIGATION DETAILS SCALE AS INDICATED PLOT DATE: 08119/14 PRINCIPAL AN PRDJ. MGR: AN DRAFTER: AM, HB, CS, AN SHEET NO. L2.5 SUBJECT TO PERMIT APPROVAL � e 2 MIN. 10' TYPE II LANDSCAPE -- SCREEN / MIN. 5 ' —J TYPE III LANDSCAPE SCREEN \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ as \\ \ \\ \\ \\ \\ \\ ... °/ . �r J � §;'O •I'll o� O °r �,v . �o o � � . v a vJ O - N O {, . Y v f � 4 o' O O v i I � d a 04 L95 PLANTER BOLLARD, TYP. TENANT RAISED @s 00 PLANTERS I WOODCHIP MULCH GARDEN ACCESS AREA, TYP. —RAIN GARDEN, SEE CIVIL qSITE BENCH, TYP. FENCING KEY CHAINLINK FENCE, SEE CIVIL �o- WIRE MESH GUARDRAIL FENCE WIRE MESH GARDEN FENCE �—o- SPLIT RAIL NOTES: 1. SEE SHEET L3.4 FOR PLANT SCHEDULE, NOTES, LANDSCAPE REQUIREMENTS AND TYPES. 2. SEE SHEET A1.01 FOR SITE DIMENSIONS. 3. SEE CIVIL FOR GRADING PLAN. 4. SEE SHEETS LO.1 AND LO.2 FOR TREE RETENTION PLANS. l� � `rF F MAIN BUILDING ENTRANCE MOVEABLE OUTDOOR TABLE AND CHAIRS, N.I.C. NORTH WING ? - —1 ACTIVITY AREA SJJ}J1 H GRASSCRETE t" J ,.dJJd'JJ C4.2 EMERGENCY VEHICLE 'i JJJ ACCESS DRIVE ° .'. .'O � , ,. ..' O ' JJ.JJJJJ J�IJJJ4J i _ :4 - / l J• JdJJJ.,i ° ° b // JuJJ:.l J 'JJJ"JJJJJdJJJ � � I 4'Y -fI '. ', � " J'Jd;JJJJ °Ce cS I.':' / JJJ.JJJSJJ J'JJ JJJJJ JJJJJJ I� 4 �� 4 4 a a 4 t' 4 4 `�i1. i.� J_1JrJJJJJ C�.. rya JJ - .' � /'•:�:�.i / � .. -,J C9' °� JJ�Id3J JJJJJJJJTSJ J' JJJJJJ ` t � tl � a ° t. _ .'t t t'o l''n t,, t JJ<J JJJJyJJJ ° ° . :•.: , , i � C9 ° _ JJJJJJ,JJJJJ.:]JJJJJ' .JJJ.:1 t. a p 1 - t _ i '. J� JJ. 'JJ_J'1J' Co JJ IJJJJJ�JJJJJ.j JJJJJJJJ'J- 1'JJJJJJJ7�70J�:L7 1 1 tI C tt (I,Itlt4ltt :._. ttp t a tI tt� :r .J J'.1JJJJ c� 1JJJJJ J�,JJJJ��J- 1J1JJ1JJ .:I -, t t: . t t, Ai t a a � D• � ' J J Jam. JJJJ JJJJJJJ-J JJ'JJJJJJJJJJJJJJ ' � � .:JJ'J.JJJefJ A JUaJ J J� J� JJI �J�JJJJ J Li Jj .:} -JJJJJ JJJJJ_7J J•J JJJJ'J�JJJJJJJ:J_1J JJJ 'JJ ` O - U..: � ✓�'j ,, ,\ .; 1 ,. __ L� __ .° ,. 1J1J.�JJJJ �JJJ.J J-lJ J'JJJ.JJJJ J'JJ.SS111 SJ'.JJJ�' °cD C9 nYd, ®�,i� ..-,.•� O .' _ ,'_,% ... ° <y� /. I- _ `. a _ _ .- °C9° JJJJJ JJJJJJ JJ- JJ.J'J JJ7JJJ'J, - J JH�J' ° i , - C� C7 \ - -"�. -JJJJ JJIJJJJJJJJJtd JJJ JJJJJ" v" .. c9 ° C9 c7 c9 �•. ✓ I , "1 t - \ xa - ../ - \ ° U ° ..JJ JJJJJJJ'J JJJJ -i1•JJJJ. EXISTING LOT LINE'.." QQ PROPOSED NEW LOT LINE yyYyyy ; 1 l' �y - _ - i f 1 _ 1 ^ - a _ - LIMIT OF DISTURBANCE . �V'._ n N E 1H- rn o ` U � v W rn m N U 5 x rn o U N N A a �g 1„ o a � U m � N H z z Oyv m� Za m 3 Q m- Z�l) G WD STALE OF Wl HINOTON REGISTERED D E ARCHITECT AGD DC NO. 1313 UPI ON 9 -29 -14 Z W Z J g QJ U) Z Y Q Z LJJ = Q Z Ir- U) Y z U Z Q LL w a � > C7 _ °o O Q Q z > O � O DRAWWGME DESIGN DEV. 11/08113 COORDINATION 01/15114 BID SET 03131/14 LAND USE REVISION #1 06/05/14 ADDENDUM #1 06/12114 ADDENDUM #4 07102114 UTILITY SET 07/16/14 PERMIT WASIONIMYLAR 08/19114 t PFIIIYf REVISpN mmv a rEnlor REVgpN 1 4 ERYrt REVARMNIWIAR wM14 DRAWWGTIRE LANDSCAPE PLANTING PLAN - NORTH SCALE: AS INDICATED PLOT DATE: 08/19/14 PRINCIPAL: AW PROJ. MGR: AW DRAFTEFt AM, HB, CS, AW SNEET NO. L3.1 SUBJECT TO PERMIT APPROVAL _ 2 I : L N� z D LL C•. 3 Nz D pp v O m� 131; n� t FENCING KEY: CHAINLINK FENCE, SEE CIVIL WIRE MESH GUARDRAIL FENCE WIRE MESH GARDEN FENCE, SEE L1.0 �—� SPLIT RAIL NOTES 1. SEE SHEET L3.4 FOR PLANT SCHEDULE, NOTES, LANDSCAPE REQUIREMENTS AND TYPES. 2. SEE SHEET A1.01 FOR SITE DIMENSIONS. 3. SEE CIVIL FOR GRADING PLAN. 4. SEE SHEETS 10.1 AND L0.2 FOR TREE RETENTION PLANS. .E• °po 4zy SITE SEE ARCH. SI PEDESTRIAN LIGHT, TYP. SOUTH WING / �� �Jr' 1 w. e♦ ♦ 4 V r ��.� ��v vr. '- 'YP4♦ .ham. ie. �.��'�'�,.�..s ♦ { 3 Q' ♦♦, i•P����j�,y-�3i91.— �1, ....f2► ♦ 9 1� { c) �. �IIPfi.� ♦♦`♦ f►�r [�.♦���.��%it��♦�...,;� 00.19.14 ♦ ♦♦' 1r1•��II .����_.`_Bas.i n1�/>•Y °_ ° <_ a�I�O.A 1F�Y. ��- ♦t!: .N' A ♦L♦� ten-►VA> %P, J yN[ ♦�� �. ♦Y.,f,.y I-� b ✓�� ,'�19,„ i ®-, v .w,� S=eri %°71Otf �I ...�'�r '•� lei ♦ 1 ♦` N!�/!. ♦1�/4/ `I ♦�� {7i7 �/� ♦ ♦O v♦7 .d,' �pi�I�L/�_+S ♦7[ ♦♦�/�� 6r's�ss�.1* <;,.., .w °�o ®1.mo ®:mmOpo0003,o+os ®OO GOO: O�m00m0© 00�G � '�`,�'' :0��0�m'00�0 ©00�_O.O�,.m°..• C;�O�O' +e1C�iop�fil � �O �u .`3 O p a O ��00 �t ®�H�l��p��e�pp•� ®�eJO �Ch;��'�000OOp � TIC♦ �, loll m p � ° cu'u 6 O ' Co" O/.►ra �.Fa,�' p,`J`n'../a^ �y�p°�r•��Cs \pL�,•l� J @ o �>R...pop�� :� .,�,;.p:W,� Mc *V /y!p =�..� � •� N N E F m O W rn m N — U O1 m . 00 Q � C a a N O C _: N m ..z J � 0 N< m� Z Ern a ma �3 m N (NDA SAM OF WASHINGTON REd9i M WIOSCAPE ARCHOECT UffNSE NO. 1313 EXPIRES ON 9 -29 -14 O Z Z _ U 3;: co J J Q Z "' Q w Q w Z Ld w Z LU 0 a w W W _ O �— O Q Q Z > o Q o 0 rn o SITE — SOUTH LANDSCAPE PLAN SCALE: 1 "= 20' -0" NO REV DATE 1 PERYi REVL90N OSp].l. PEIIYIREVWON W.uu 4 RYR REVISION/YnM 00.19.14 REPAIR EXISTING EXISTING LOT LINE _VENATION IN KIND. APPROX. DRIP LINES OF EXISTING TREES / LANDSCAPE _ -= . - -- PROTECTED, SEE SHEETS L0.1 AND TO BE PRO D Recard"snded for AMovd PLANTING �.' L0.2, TYP. By 00 PLAN -SOUTH N R=374140 D D 20 40 1 inch = 20 feet 40 SCALE ASINDICATED PLOT DATE 08/19/14 PRINCIPAL: AW PROD. MGR: AW DRAFTER: AM, HB, CS, AW SHEEP NO. L3.2 SUBJECT TO PERMIT APPROVAL PLANTING SCHEDULE — SITE / SYM. QTY. BOTANICAL /COMMON NAME EXISTING TREES TO REMAIN / SHOWN WITH DRIPLINE LARGE DECIDUOUS TREES ACER RUBRUM 'FRANK JR.'/ REDPOINT MAPLE* TILIA AMERICANA X EUCHLORA ' REDMOND'/ REDMOND LINDEN* PAROTTIA PERSICA ' VANESSA'/ VANESSA IRONWOOD* SIZE MIN. 1 3/4" CAL., 10' HT, BALANCED UNIFORM BRANCHING, B &B MIN, 1 3/4" CAL., 10' HT, BALANCED UNIFORM BRANCHING, B &B MIN. 1 3/4" CAL., 10' HT, BALANCED UNIFORM BRANCHING, B &B SMALL DECIDUOUS TREES 0- 7 ACER CIRCINATUM/ VINE MAPLE *,,,, MIN. 1 1/2" CAL., MULTI—STEM, 6 TO 7' HT, B &B 22 AMELANCHIER GRANDIFLORA 'AUTUMN BRILLIANCE'/ MIN. 1 1/2" CAL., 6 TO 7' HT, AUTUMN BRILLIANCE' SERVICEBERRY* BALANCED UNIFORM BRANCHING, B &B + 6 CORNUS KOUSA X NUTTALLII 'VENUS' / MIN. 1 1/2" CAL., 6 TO 7' HT, VENUS DOGWOOD* BALANCED UNIFORM BRANCHING, B &B + 10 SORBUS AMERICANA 'DWARFCROWN'/ MIN. 1 1/2" CAL., 6 TO 7' HT, RED CASCADE MT. ASH *' BALANCED UNIFORM BRANCHING, B &B LARGE EVERGREEN TREES 11 PINUS CONTORTA/ SHORE PINE *^^ MIN. 5' HT. B &B { • � 15 THUJA PLICATA/ WESTERN RED CEDAR*­ MIN. 5' HT. B &B � ,,� SMALL EVERGREEN TREES 22 CHAMAECYPARIS OBTUSA 'GRACILIS' / MIN. 8' HT., B &B SLENDER HINOKI* Q 14 JUNIPERUS VIRGINIANA 'BLUE ARROW'/ MIN. 5' HT., B &B BLUE ARROW JUNIPER* 20 PINUS SYLVESTRIS FASTIGATA/ MIN. 8' HT., B &B SCOTCH SENTINEL PINE * O 33 THUJA OCCIDENTALIS 'DEGROOT'S SPIRE'/ MIN. 5' HT., B &B DEGROOT'S SPIRE ARBORVITAE SETBACKS FOR TREE PLANTINGS: TREE LOCATIONS SHOWN ON PLANTING PLANS ARE APPROXIMATE; IF FIELD ADJUSTMENTS ARE NECESSARY, THE FOLLOWING MIN SETBACKS FOR CENTERLINE OF TREE TRUNKS TO EDGE OF DRIVEWAY, FACE OF CURB OR INTERSECTION AND TO CENTER OF ALL OTHERS SHOWN SHALL APPLY: A. STREET LIGHTS 25' B. DRIVEWAYS 10' C. INTERSECTIONS 30' D. UNDERGROUND SEWER & WATER LINES 5' E. UNDERGROUND GAS LINES 1' F. UNDERGROUND HIGH PRESSURE GAS LINES 3' G. UTILITY /POWER POLES 5' H. UNDERGROUND FIBER CABLE 2' I. FACE OF CURB 2' MIN. OR CENTERED IN PLANTER STRIP J. GUARDRAIL BARRIERS 5' K. OIL PIPELINES 5' PLANTING SCHEDULE — GREEN ROOF ADD. /ALT. SYM. QTY. BOTANICAL /COMMON NAME 8,637 SF GREEN ROOF AREA PREGROWN SEDUM MATS WITH A CUSTOM MIX OF THE FOLLOWING: SEDUM ALBUM 'CORAL CARPET'/ CORAL CARPET STONECROP* SEDUM CAUTICOLA/ STONECROP* SEDUM MIDDENDORFFIANUM DIFFUSUM/ STONECROP* SEDUM RUPESTRE/ STONECROP* SEDUM SEXANGULARE/ STONECROP* SEDUM SPURIUM 'ROSEUM'/ STONECROP* SEDUM STEFCO/ STEFCO STONECROP* * INDICATES DROUGHT TOLERANT SPECIES. NOTES: QUANTITY PERCENTAGES TO BE COORDINATED WITH LANDSCAPE ARCHITECT AND GROWER. SYM. QTY. BOTANICAL /COMMON NAME SIZE ORNAMENTAL PLANTING AREAS LARGE DECIDUOUS SHRUBS 410 26 CORNUS ALBA 'SIBIRICA'/ SIBERIAN DOGWOOD* MIN. #2 CONT., 24" HT. 3 CANES. 4 COTINUS COGGYGRIA 'GOLDEN SPIRIT'/ MIN. #2 CONT., 30" HT. 3 CANES. GOLDEN SPIRIT SMOKE BUSH* HAMAMELIS X INTERMEDIA 'DIANE'/ MIN. #2 CONT., 30" HT. 4 CANES. WITCHHAZEL* (� 35 HYDRANGEA QUERCIFOLIA 'PEE WEE' OR 'MUNCHKIN'/ MIN. #2 CONT., 24 -30" HT. DWARF OAKLEAF HYDRANGEA* O 10 VIBURNUM TRILOBUM COMPACTUM 'ALFREDO'/ 30" HT. COMPACT CRANBERRY BUSH* AU 17 LARGE EVERGREEN SHRUBS ARBUTUS UNEDO 'COMPACTA'/ HT. MIN. COMPACT STRAWBERRY BUSH* CONT., 33 BUXUS 'GLENCOE' / MIN. #2 CHICAGO LAND GREEN BOXWOOD* 'YULETIDE'/ cse 5 CAMELLIA SASANQUA #2 CONT., YULETIDE CAMELLIA* HT. STRAWBERRY MIN 4" POTS. SMALL DECIDUOUS SHRUBS 2,514 SF 201 CORNUS SERICEA 'KELSEYI'/ KELSEY DOGWOOD* 3 YEARS. 104 CORNUS SANGUINEA 'MIDWINTER FIRE'/ BAREROOT, MIN. 24 "HT. IF PLANTING IN RED —TWIG DOGWOOD* DORMANT SEASON. OR MIN. SMALL EVERGREEN SHRUBS O 163 78 ABELIA GRANDIFLORA 'PROSTRATA'/ PLANTING IN DWARF ABELIA* OO 77 ABELIA GRANDIFLORA 'KALEIDOSCOPE' / 24 -30" HT., 3 CANES. KALEIDOSCOPE ABELIA* 60 ESCALLONIA 'COMPAKTA'/ 2,964 SF COMPACT ESCALLONIA* 32 HEBE PINGUIFOLIA 'PAGE'I / 60% CAREX OBNUPTA / SLOUGH SEDGE * - PLUGS 0 10" O.C. PINK PAGIE HEBE * 57 JUNIPERUS CHINENSIS 'DANIEL'S DWARF' / 3,250 SF DANIELS DWARF JUNIPER MIN. #1 CONT. 0 18" O.C. 35 LONICERA PILEATA / HONEYSUCKLE* OBOX 0 12 PINUS MUGO MOPS' / 28 DWARF MUGO PINE* O 155 PRUNUS LAUROCERASUS 'MT. VERNON / MT. VERNON LAUREL* O 5 ROSMARINUS OFFICINALIS 'ARP'/ ARP ROSEMARY* O 33 VACCINIUM OVATUM / EVERGREEN HUCKLEBERRY* 24 VIBURNUM DAVIDII / DAVID'S VIBURNUM* GROUNDCOVERS /PERENNIALS 5,000 SF ARCTOSTAPHYLOS UVA -URSI/ KINNIKINICK * - 2,040 SF FERN MIX: 70% BLECHNUM SPICANT / DEER FERN*- 30% POLYSTICHUM MUNITUM / SWORD FERN *„ 500 SF BLUE MIX: DIANELLA CAERULEA 'BECCA' / BECCA FLAX LILY* FESTUCA GLAUCA 'ELIJAH BLUE' / BLUE FESCUE* 80 HEMEROCALLIS 'STELLA DE ORO' / DAYLILY* 7 LAVANDULAR ANGUSTIFOLIA 'HITCOTE BLUE' / HIDCOTE BLUE ENGLISH LAVENDER Q 444 MAHONIA NERVOSA / LOW OREGON GRAPE* - 3 SALVIA OFFICINALIS / SAGE *„ ® 2,487 SF SEDUM ALBUM CHLOR011CUM 'BABY TEARS' / BABY TEARS STONECROP 100 SF HERB MIX: THYMUS VULGARIS / COMMON THYME* ALLIUM SCHOENOPRASUM / CHIVES„ 4,300 SF WALDENSTEINIA TERNATA / BARREN STRAWBERRY* MIN. #2 CONT., 24 -36" HT., 4 CANES. MIN. #2 CONT., 30" HT. MIN. #2 CONT., 30" HT. MIN. #2 CONT., 30" HT. MIN. #2 CONT., 6" HT., 3 CANES. MIN. #2 CONT., 24" HT. 3 CANES. MIN. #2 CONT., 24" HT. MIN. #2 CONT., 24" HT. MIN. #2 CONT., 24" HT. MIN. #2 CONT., 24" HT. MIN. #2 CONT., 24" HT. MIN. #2 CONT., 24" HT. MIN. #2 CONT., 24'" HT. MIN. #2 CONT., 24" HT. MIN. #2 CONT., 24" HT. MIN. #2 CONT., 24" HT. MIN. #2 CONT., 24" HT. MIN. #SP4 CONT. 0 12" O.C. MIN. #1 CONT., 18" O.C. MIN. #1 CONT., 36" O.C. MIN. #1 CONT., 60 %, 0 18" O.C. MIN. #1 CONT., 40% 0 18" O.C. MIN. #1 CONT. SERVICEBERRY *w DORMANT SEASON OR MIN. MIN. #1 CONT., MIN. 12" HT. MIN. #2 CONT., 8" HT. MIN. #2 CONT., 24" HT. MIN. 4" POT, 18" O.C. FUTURE LOCATION FOR FRUIT TREES (BY OWNE 50 %, MIN 4" POT, 12" O.C. 50 %, MIN 4" POT, 12" O.C. MIN. #SP4 CONT. 0 12" O.C. 28,200 SF BUFFER /RESTORATION PLANTING AREAS (SEE 1/L3.4) 20 LINEAR FT., MAX. 30' O.C. EVERGREEN SHRUBS: 1 PER SHRUBS O.C. /{1111 O 63 AMELANCHIER ALNIFOLIA / BAREROOT, MIN. 24 "HT. IF PLANTING IN PURSUANT SERVICEBERRY *w DORMANT SEASON OR MIN. #1 CONT., SCREEN 3 CANES.30" HT. 1 PER 25 LINEAR FT., © 548 GAULTHERIA SHALLON / SALAL*m MIN. #1 CONT., MIN.6 -9" SPREAD 375 UNDERPLANT W/ FRAGERIA VESCA / WOODLAND STRAWBERRY MIN 4" POTS. 24" O.C. 2,514 SF MAHONIA AQUIFOLIUM / TALL OREGON GRAPE *"" MIN. #1 CONT. 0 18" O.C. 3 YEARS. j�t 392 POLYSTICHUM MUNITUM / WESTERN SWORD FERN * - BAREROOT, MIN. 24 "HT. IF PLANTING IN DORMANT SEASON. OR MIN. #2 CONT. O 163 SYMPHORICARPOS ALBUS / SNOWBERRY *"" BAREROOT, MIN. 24 "HT. IF PLANTING IN DORMANT SEASON OR MIN. #2 CONT., 24 -30" HT., 3 CANES. RAINGARDEN AND BIOSWALE AREAS 2,964 SF BOTTOM OF STORMWATER CHANNELS 60% CAREX OBNUPTA / SLOUGH SEDGE * - PLUGS 0 10" O.C. 40% JUNCUS ENSIFOLIUS / DAGGER TIP RUSH-­ PLUGS 0 10" O.C. 3,250 SF CAREX TESTACEA/ NEW ZEALAND ORANGE SEDGE* MIN. #1 CONT. 0 18" O.C. ORO 200 SF ACCENT PLANTING HELICTOTRICHON SEMPERVIRENS/ BLUE OAT GRASS* MIN. #1 CONT. 0 24" O.C. 28 SALIX PURPUREA 'NANA'/ DWARF ARCTIC WILLOW* MIN. #2 CONT., 24" HT. 3 CANES. 1,379 SF P -PATCH PLANTERS FILL W/ GARDEN SOIL MIX TOPPED W/ 3" COMPOST MULCH. VEGETABLE STARTS TO BE PROVIDED BY RESIDENTS. o ©0 25 SF PLANTER BOLLARDS FILL W/ GARDEN SOIL MIX TOPPED W/ 3" COMPOST MULCH. PERENNIALS AND ANNUALS TO BE PROVIDED BY OWNER. 'c'Eie`P ` 8,637 SF GRASSCRETE AREA ECO -LAWN SEE SPECS 8,537 SF STORMWATER POND AREA SEE CIVIL LLL�LJXX SF WOODCHIP MULCH ONLY * INDICATES DROUGHT TOLERANT SPECIES. INDICATES NATIVE SPECIES. „ INDICATES PLANTING FOR P -PATCH GARDEN; AND EXEMPT FROM EVERGREEN STANDARD 3.3b REQUIREMENTS. PARKING LOT PLANTING REQUIREMENTS REQUIREMENT PER KING COUNTY DEVELOPMENT STANDARD 21A.16.070: 1 TREE PER 5 PARKING STALLS TOTAL PARKING STALLS PROVIDED: 27 TOTAL TREES REQUIRED: 6 TOTAL TREES PROVIDED: 8 BUFFER REQUIREMENTS STREET FRONTAGE REQUIREMENT PER KING COUNTY DEVELOPMENT STANDARD 21A.16.050: 10' TYPE III LANDSCAPE PROVIDED: 10' TYPE III LANDSCAPE INTERIOR LOT LINE REQUIREMENT PER KING COUNTY DEVELOPMENT STANDARD 21A.16.050: 5' TYPE II LANDSCAPE PROVIDED: 5' TYPE II LANDSCAPE TYPE II LANDSCAPE FILTERED SCREEN MIN. 50% DECIDUOUS TREES, 30 % EVERGREEN TREES: 1 PER 20 LINEAR FT., MAX. 30' O.C. EVERGREEN SHRUBS: 1 PER 4' LINEAR FT., MAX. 8' O.C. /{1111 DRAFTER: GROUNDCOVER: SPACED FOR FULL COVERAGE WITHIN 3 YEARS. PURSUANT TO K.C.C. 21A.16.090. TYPE III LANDSCAPE SEE — THROUGH SCREEN MIN. 70% DECIDUOUS TREES: 1 PER 25 LINEAR FT., MAX. 30' O.C. EVERGREEN SHRUBS: 1 PER 4' LINEAR FT., MAX. 8' O.C. GROUNDCOVER: SPACED FOR FULL COVERAGE WITHIN 3 YEARS. PURSUANT TO K.C.C. 21A.16.090. PLANTING NOTES 1. SEE SURVEY FOR EXISTING CONDITIONS. 2. ALL EXISTING TREES TO REMAIN SHALL HAVE PROTECTIVE FENCING. ALL WORK WITHIN CRITICAL ROOT ZONES OF EXISTING TREES SHALL BE IN ACCORDANCE WITH TREE PROTECTION SPECIFICATIONS. 3. CONTRACTOR SHALL BE FAMILIAR WITH LOCATIONS OF ALL ON —SITE 4. UTILITIES PRIOR TO COMMENCING ANY LANDSCAPE WORK. 5. LANDSCAPE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY COORDINATION WITH SUB — CONTRACTORS AS REQUIRED TO ACCOMPLISH PLANTING OPERATIONS. 6. ALL LANDSCAPE AREAS TO RECEIVE 16" DEPTH IMPORTED TOPSOIL PER SPECIFICATION, UNLESS OTHERWISE SPECIFIED. 7. ALL PLANTING BEDS AND ALL DISTURBED LANDSCAPE AREAS NOT INDICATED FOR PAVING OR PLANTING SHALL RECEIVE 4" MINIMUM DEPTH MULCH. 8. ALL BIO— FILTRATION AREAS AND RAIN GARDENS SHALL RECEIVE 18" OF RAINGARDEN SOIL MIX PER SPEC AND 4" WOODCHIP MULCH PER SPEC. 9. PLANT ALL SHRUBS AND GROUNDCOVERS 5' CLEAR OF FIRE HYDRANTS AND ELECTRICAL METERS. PLACE 4" DEPTH OF MULCH IN PLACE OF G.C. & SHRUBS IN THESE CONDITIONS. 10. SPACING IS AS SHOWN ON PLANTING PLAN (SHEETS L3.1 AND L3.2) UNLESS OTHERWISE SPECIFIED. 11. WHERE QUANTITIES ARE NOT SHOWN IN THE PLANT SCHEDULE, IT IS THE CONTRACTORS RESPONSIBILITY TO DETERMINE THE QUANTITIES REQUIRED TO MEET THE SPECIFIED PLANT PLACING. PERCENTAGES LISTED INDICATE PERCENTAGE OF TOTAL PLANTING AREA TO RECEIVE PLANT MATERIALS. 12. INSTALL GROUNDCOVERS IN A TRIANGULAR PATTERN AT SPACING SHOWN IN THE PLANT SCHEDULE. WHERE GROUNDCOVER ABUTS CURBING, WALLS, OR WALKS, MINIMUM PLANTING DISTANCE SHALL BE 1/2 SPECIFIED SPACING FROM SAME, UNLESS OTHERWISE NOTED. INSTALL GROUNDCOVERS CONTINUOUS IN BETWEEN SHRUB PLANTINGS AND TREES. 13. PLANT MATERIAL LOCATIONS SHALL BE COORDINATED WITH SPRINKLER IRRIGATION HEAD LOCATIONS TO AVOID ANY CONFLICTS. 12. ALL PLANTING MATERIAL SHALL BE MAINTAINED IN HEALTHY GROWING CONDITIONS FOR THE LIFE OF THE PROJECT. 13. ALL PLANT MATERIAL SHALL BE MAINTAINED SO THAT PLANT GROWTH DOES NOT CONFLICT WITH PUBLIC UTILITIES, RESTRICT PEDESTRIAN OR VEHICULAR ACCESS, OR CREATE TRAFFIC HAZARD. R- 314141 CD ; r2 - 37 41 BFI � C a � m 3 N Z N N E F m O W m m 'fir'U m °a m Q fO C a � m i.e Q •° 3 `yrJ o t- 3 z J J < O n m Z �< m ° a m � m � m Z m N m W� IW STALE OF WA INUON REGISTERED LANDSCAPE ARCH Cf wM NSE NO. 1313 URRES ON 9 -29 -14 O Z z al w co Q Z Lu a co F— Lu ¢ Lu Lu z cf) Z O Lu —p a W W Q �o � D Q Q Z 09 CD ti r f DRAWING ISSUE DESIGN DEV. COORDINATION BID SET LAND USE REVISION #1 ADDENDUM #1 ADDENDUM#4 UTILITY SET PERMIT REVISIONIMYLAR 11 NO 1 REV 1 DATE dl 1 PER191 REVL90N mm.0 * ERYQRENAONIYYLAR 06161* DRAWINGTIRE LANDSCAPE PLANTING SCHEDULE SCALE: AS INDICATED PLOT DATE: 08119114 PRINCIPAL: AW PROJ. MGR: /{1111 DRAFTER: AM, HB, CS, AW cff,E 4V .,, BA SUBJECT TO PERMIT APPROVAL v � PLACE 18" DEPTH ARBORIST WOODCHIP MULCH OVER ENTIRE AREA OF CRZ. m 1 I � � 777177 "X" FEET MIN. CRITICAL ROOT ZONE (CRZ) FULL ROOT ZONE, NOTES: 1) THE CRZ IS EQUAL TO 1 FT. RADIUS (X) FOR EVERY 1 IN. DIAMETEI OF TREE TRUNK AS MEASURED AT APPROX. 4.5' FROM THE GROUND (DBH, OR DIAMETER BREAST HEIGHT); OR, THE CRZ IS THE DISTANCE FROM THE TRUNK TO THE DRIPLINE, WHICHEVER IS GREATER. 2) NO HEAVY EQUIPMENT IS ALLOWED WITHIN THE CRZ. CRITICAL ROOT ZONE MEASUREMENT NOT TO SCALE .� - 7 M BACKFILLED PLANTING SOIL AX SCARIFY SUBGRADE -I _Iil -iTl REMOVE BINDING, BURLAP AND MIN 2x WIDTH WIRE BASKETS FROM TRUNK, AND OF ROOTBAL ROOTBALL. PLACE NEXT TO TREE FOR VERIFICATION OF REMOVAL BY LANDSCAPE ARCHITECT. CONIFER TREE PLANTING & STAKING + SCALE: NTS PCONF01.dwg VETAL FENCE POSTS DRIVEN THROUGH COIR NETTING NTO EXISTING GRADE, 18" MIN. CHAINLINK TREE ' ROTECTION FENCING MULCH, 4" DEPTH GEO COIR FABRIC- 1" GRID VET BELOW MULCH, COVERING XISTING GRADE OF ENTIRE CRZ E XISTING GRADE NOTE: NO DIGGING SHALL OCCUR IN CRZ TO PLACE FENCE POSTS TREE PROTECTION FENCE DETAIL 112" = l'-0.. EXISTING SUBGRADE \ /\ /\ (- STEP 1: RIP, DISC OR SCARIFY SUBGRADE TO MIN. 6" DEPTH. SECTION O O O O O O O O O C 0 0 0 0 0 (V (- STEP 2: ADD FIRST LIFT OF PLANTING SOIL. TYPICAL TOPSOIL - AT GRADE NOT TO SCALE ARBORIST WOODCHIP MULCH FINISH GRADE OF -i PAVEMENT, TYP. X O 0 O 0 O 0 O O O O O O O N O O O O O 00000 / D O O O O C -) 0 0 0 0( 0 0 0 0 0 O O O O O D 0 0 0 0( D 0 0 0 0( (- STEP 3: ROTOTILL FIRST LIFT OF PLANTING SOIL INTO SCARIFIED SUBGRADE I I I II I (- STEP 4: ADD SECOND LIFT OF PLANTING SOIL TREE STAKING TIES (2) 2" DIA WOOD STAKES. DESIGN DEV. SET PLANT VERTICALLY, ALIGN STAKES TO RESPOND 01115/14 TO PREVAILING WINDS, NOT PERPENDICULAR TO SLOPE LAND USE REVISION #1 06/05114 TREE STAKING TIES TREE ROOTBALL. SET ROOT ADDENDUM #4 CROWN 1" ABOVE FINISH UTILITY SET GRADE. SEE PLANT SCHEDULE ARBORIST WOODCHIP MULCH: 4" DEPTH (2) 2" DIA WOOD STAKE. ALLOW 2" CLEAR FROM TRUNK. FOR SIZE AND TYPE FINISH GRADE X 4f — ALIGN STAKES TO RESPOND 5� � N � 4" HEIGHT SOIL SAUCER. INSTALL TO PREVAILING WINDS. T EDGE OF PLANTING PIT. 7 M BACKFILLED PLANTING SOIL AX SCARIFY SUBGRADE -I _Iil -iTl REMOVE BINDING, BURLAP AND MIN 2x WIDTH WIRE BASKETS FROM TRUNK, AND OF ROOTBAL ROOTBALL. PLACE NEXT TO TREE FOR VERIFICATION OF REMOVAL BY LANDSCAPE ARCHITECT. CONIFER TREE PLANTING & STAKING + SCALE: NTS PCONF01.dwg VETAL FENCE POSTS DRIVEN THROUGH COIR NETTING NTO EXISTING GRADE, 18" MIN. CHAINLINK TREE ' ROTECTION FENCING MULCH, 4" DEPTH GEO COIR FABRIC- 1" GRID VET BELOW MULCH, COVERING XISTING GRADE OF ENTIRE CRZ E XISTING GRADE NOTE: NO DIGGING SHALL OCCUR IN CRZ TO PLACE FENCE POSTS TREE PROTECTION FENCE DETAIL 112" = l'-0.. EXISTING SUBGRADE \ /\ /\ (- STEP 1: RIP, DISC OR SCARIFY SUBGRADE TO MIN. 6" DEPTH. SECTION O O O O O O O O O C 0 0 0 0 0 (V (- STEP 2: ADD FIRST LIFT OF PLANTING SOIL. TYPICAL TOPSOIL - AT GRADE NOT TO SCALE ARBORIST WOODCHIP MULCH FINISH GRADE OF -i PAVEMENT, TYP. X O 0 O 0 O 0 O O O O O O O N O O O O O 00000 / D O O O O C -) 0 0 0 0( 0 0 0 0 0 O O O O O D 0 0 0 0( D 0 0 0 0( (- STEP 3: ROTOTILL FIRST LIFT OF PLANTING SOIL INTO SCARIFIED SUBGRADE I I I II I (- STEP 4: ADD SECOND LIFT OF PLANTING SOIL SCALE: NTS LANT SHRUBS AT 1" ABOVE LEVEL ROWN IN NURSERY, PLANT ROUNDCOVERS AT LEVEL GROWN IN URSERY IULCH LAYER: 4" DEPTH. ALLOW 2" LEAR FROM TRUNK/ STEM 1NISH GRADE IIDTH OF PLANTING PIT = 2X WIDTH IF ROOTBALL 3ACKFILLED PLANTING SOIL ;CARIFY SUBGRADE EMOVE BINDING AND BURLAP FROM RUNK AND ROOTBALL. PLACE NEXT TO LANT FOR VERIFICATION OF REMOVAL BY LANDSCAPE ARCHITECT, TYPICAL SHRUB & GROUND COVER PLANTING NOT TO SCALE SPECIFIED SPACING, TYP. SPECIFIED SPACING, TYP. PLANTING BED O O 1/2 SPECIFIED SPACING, TYP. - - - - - - - - - - TYP. EDGE OF PLANTING BED OR PAVING Pshrub— gcovOl PDECO1 �`'� NOT TO 'ENT PLUGS PLANTED AT NURSERY LEVEL Pshrub — slope.dwg AUGERED PLANTING HOLE -PLANTING SOIL FINISH GRADE 4" ARBORIST MULCH PER SPEC SECTION RAINGARDEN EMERGENT PLANTING NOT TO SCALE pgcov —plug N II I II I (- STEP 5: ADD ARBORIST WOODCHIP MULCH TOP DRESSING ABOVE FINISH GRADE. 4" TYPICAL CONDITION 2" IN RAISED PLANTING BEDS NOTE: TAPER MULCH TO MEET FINISH GRADE AT EDGE OF PLANTING BEDS AND AT BASE OF ALL PLANTS. PLANTING BY OTHERS 2" MULCH CONCRETE PLANTER SOIL PER SPECIFICATIONS GEOTEXTILE FABR DRAINAGE LAYER EXPANDED POLYSTYRENE (EPS) GEOFOAM NOTE: CONTRACTOR TO DRILL DRAINAGE HOLE IN PLANTER AS NECESSARY TO ENSURE PROPER DRAINAGE. FOLLOW MANUFACTURERS INSTRUCTIONS. PLANTER BOLLARD SOIL AND DRAINAGE SCALE: 3/4" = l' -0" C17 N (?---z7,-714 ( 42 r ' N N 'A O) O W m m 0) U m N N yl 1 Q . W O O � • siW A ST a N N 4)JN H Z Q U � Z OT a Q Wm Zm m N MM OF WASHINGTON REDSIERED oREr wESr CENSE NO. 1313 UPIRES ON 9 -29 -14 (n p Lu Z J J J < Z W Lf O � F- F- w a co Q' Z Ld F- 0 w Z U w d Q' W W `^ a 0 > Q H N L0 Q Q Z > o Qo 0 ORAWINGISSUE REV DESIGN DEV. SET PLANT VERTICALLY, COORDINATION 01115/14 BID SET NOT PERPENDICULAR TO SLOPE LAND USE REVISION #1 06/05114 TREE STAKING TIES 06112114 ADDENDUM #4 07102114 UTILITY SET 07/16114 SEE PLANT SCHEDULE (2) 2" DIA WOOD STAKE. — FOR SIZE AND TYPE ALIGN STAKES TO RESPOND I.) TO PREVAILING WINDS. SET ROONBSHLGR CROWN 1" TREE WRAP �� TREE ROOTBALL. SET ROOT PLACE FERTILIZER PRIOR TO CROWN 1" ABOVE FINISH ` ARBORIST WOOD CHIP MULCH GRADE. _ _ � APPLICATION ARBORIST WOODCHIP MULCH: 4" DEPTH C- ALLOW 2" CLEAR FROM TRUNK. 4" DEPTH ARBORIST WOODCHIP MULCH z x FEATHER DEPTH TO STEM FINISH GRADE MULCH SHALL NOT CONTACT STEM N Ln N 4" HEIGHT SOIL SAUCER. INSTALL — \ 2" WATER RETENTION BASIN T EDGE OF PLANTING PIT. 1 � 4" MIN EXISTING SOIL MAx BACKFILLED PLANTING SOIL BACKFILLED PLANTING SOIL _ I SCARIFY SUBGRADE -I _ REMOVE BINDING, BURLAP AND WIRE BASKETS FROM TRUNK, AND 2 TIMES ROOT SPREAD MIN 2x WIDTH ROOTBALL. PLACE NEXT TO TREE OR ROOT NOTES: BALL DIAMETER OF ROOTBALL FOR VERIFICATION OF REMOVAL BY 1. ARBORIST WOODCHIP MULCH SHALL BE PLACED IN 12" RADIUS AROUND EACH PLANT. LANDSCAPE ARCHITECT. 2. STAKE TREES PER TREE PLANTING DETAIL DECIDUOUS TREE PLANTING & STAKING ��� TYP. TREE AND SHRUB PLANTING ON SLOPE SCALE: NTS LANT SHRUBS AT 1" ABOVE LEVEL ROWN IN NURSERY, PLANT ROUNDCOVERS AT LEVEL GROWN IN URSERY IULCH LAYER: 4" DEPTH. ALLOW 2" LEAR FROM TRUNK/ STEM 1NISH GRADE IIDTH OF PLANTING PIT = 2X WIDTH IF ROOTBALL 3ACKFILLED PLANTING SOIL ;CARIFY SUBGRADE EMOVE BINDING AND BURLAP FROM RUNK AND ROOTBALL. PLACE NEXT TO LANT FOR VERIFICATION OF REMOVAL BY LANDSCAPE ARCHITECT, TYPICAL SHRUB & GROUND COVER PLANTING NOT TO SCALE SPECIFIED SPACING, TYP. SPECIFIED SPACING, TYP. PLANTING BED O O 1/2 SPECIFIED SPACING, TYP. - - - - - - - - - - TYP. EDGE OF PLANTING BED OR PAVING Pshrub— gcovOl PDECO1 �`'� NOT TO 'ENT PLUGS PLANTED AT NURSERY LEVEL Pshrub — slope.dwg AUGERED PLANTING HOLE -PLANTING SOIL FINISH GRADE 4" ARBORIST MULCH PER SPEC SECTION RAINGARDEN EMERGENT PLANTING NOT TO SCALE pgcov —plug N II I II I (- STEP 5: ADD ARBORIST WOODCHIP MULCH TOP DRESSING ABOVE FINISH GRADE. 4" TYPICAL CONDITION 2" IN RAISED PLANTING BEDS NOTE: TAPER MULCH TO MEET FINISH GRADE AT EDGE OF PLANTING BEDS AND AT BASE OF ALL PLANTS. PLANTING BY OTHERS 2" MULCH CONCRETE PLANTER SOIL PER SPECIFICATIONS GEOTEXTILE FABR DRAINAGE LAYER EXPANDED POLYSTYRENE (EPS) GEOFOAM NOTE: CONTRACTOR TO DRILL DRAINAGE HOLE IN PLANTER AS NECESSARY TO ENSURE PROPER DRAINAGE. FOLLOW MANUFACTURERS INSTRUCTIONS. PLANTER BOLLARD SOIL AND DRAINAGE SCALE: 3/4" = l' -0" C17 N (?---z7,-714 ( 42 r ' N N 'A O) O W m m 0) U m N N yl 1 Q . W O O � • siW A ST a N N 4)JN H Z Q U � Z OT a Q Wm Zm m N MM OF WASHINGTON REDSIERED oREr wESr CENSE NO. 1313 UPIRES ON 9 -29 -14 (n p Lu Z J J J < Z W Lf O � F- F- w a co Q' Z Ld F- 0 w Z U w d Q' W W `^ a 0 > Q H N L0 Q Q Z > o Qo 0 ORAWINGISSUE REV DESIGN DEV. 11/08/13 COORDINATION 01115/14 BID SET 03131/14 LAND USE REVISION #1 06/05114 ADDENDUM #1 06112114 ADDENDUM #4 07102114 UTILITY SET 07/16114 PERMIT REVISIONIMYLAR 08/19114 NO REV DATE 1 PENRREV181p1 O .14 0 PE REN&011 0].1614 R 061414 DLWINGWIE LANDSCAPE PLANTING DETAILS SCALE AS INDICATED PLOT DATE: 06119114 PRINCIPAL AW PR01. MGR: AW )PAPER AM, HB, CS, AW SHEETNO. L3.5 SUBJECT TO PERMIT APPROVAL W z z 0 U W 0 O K CL C 3 a N g dl a 0 Y a e E N I N Q GENERAL NOTES: 1. SEE SHEET 10 FOR PLANT KEY. 2. SEE SHEET 12 FOR PLANTING NOTES, LANDSCAPE REQUIREMENTS AND TYPES. 3. TEMPORARY IRRIGATION SYSTEM TO BE PROVIDED. 4. SEE ON -SITE SHEET A1.01 FOR SITE DIMENSIONS. 5. SEE ON -SITE SHEET L3.3 FOR FULL PLANT SCHEDULE AND QUANTITIES. PLANTING KEY — SIP i \SYM. I 1 0 SYM. m 0 0 0 ..... 10201 11 0 110 BOTANICAL /COMMON NAME SIZE EXISTING TREES TO REMAIN EXISTING TREES TO PROTECT SHOWN WITH DRIPLINE LARGE DECIDUOUS TREES TILIA AMERICANA X EUCHLORA ' REDMOND'/ REDMOND LINDEN* SMALL EVERGREEN TREES CHAMAECYPARIS OBTUSA 'GRACILIS' / SLENDER HINOKI* THUJA OCCIDENTALIS 'DEGROOT'S SPIRE'/ DEGROOT'S SPIRE ARBORVITAE BOTANICAL /COMMON NAME LARGE DECIDUOUS SHRUBS SALIX PURPUREA 'NANA'/ DWARF ARCTIC WILLOW* SMALL DECIDUOUS SHRUBS CORNUS SERICEA 'KELSEYI'/ KELSEY DOGWOOD* CORNUS SANGUINEA 'MIDWINTER FIRE'/ RED -TWIG DOGWOOD* SMALL EVERGREEN SHRUBS LONICERA PILEATA / BOX HONEYSUCKLE* JUNIPERUS CHINENSIS 'DANIEL'S DWARF' / DANIELS DWARF JUNIPER PINUS MUGO 'MOPS' / DWARF MUGO PINE* GROUNDCOVERS /PERENNIALS ARCTOSTAPHYLOS UVA -URSI/ KINNIKINICK * - HELICTOTRICHON SEMPERVIRENS/ BLUE OAT GRASS* MAHONIA NERVOSA/ LOW OREGON GRAPE*- SEDUM ALBUM CHLOROTICUM 'BABY TEARS' / BABY TEARS STONECROP * MIN. 1 3/4" CAL., 10' HT, BALANCED UNIFORM BRANCHING, B &B MIN. 8' HT., B &B MIN. 5' HT., B &B SIZE MIN. #2 CONT., 24 " HT. 3 CANES. MIN. #2 CONT., 6" HT., 3 CANES. MIN. #2 CONT., 24" HT. 3 CANES. MIN. #2 CONT., 24" HT. MIN. #2 CONT., 24" HT. MIN. #2 CONT., 24" HT. MIN. #SP4 CONT. @ 12" O.C. MIN. #1 CONT. @ 24" O.C. MIN. #2 CONT. MIN. 4" POT, 18" O.C. STREET LIGHT, TYP. PROPOSED STREET TREE, TYP. EXISTING PROPERTY LINE ROW SETBACK PROPOSED PROPERTY LINE CHAINLINK FENCE, SEE ARCH. STORMWATER DETENTION POND, SEE ON -SITE DWGS. .0 I 105TH PL SE -_ - - -- A I , I ~ \ MIN. 10' TYPE II LANDSCAPE SCREEN Q MIN. 5' TYPE III LANDSCAPE SCREEN \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ 105TH PLACE SE LANDSCAPE PLAN SCALE: 1 "= 20' -0" N ReGOrnrmertde�t�k'F1rbli�a`t" Br_D` R=374143 0 1 inch 2020 feet 40 NAKAN O ASSOCIATES 5 A E OF 1 PERMIT REV. AW 5 7 14 gym: 1 " -20' w� N o CD�ITY� OF WPSHINGTON xox¢oxru: NID ,em /reel 1 aCJ �� RECISlERED MAY 2014 BID SET AW 15 1 o�m: " >s LANDSCAPE ARCHITECTS ANOSCARE ARCHnEC 2 ADDENDUM 4 W 7 2 14 A. WEST nr'1 \107�T Q� 3 UTILITY SET - PERMIT REV. AW 16 1 H BAUMANN «E INU DATUM 1� 853 Hiawatha Place S. T e I : 2 0 6 . 2 9 2 . 9 3 9 2 AUDRE WE 4 PERMIT REVISIONS MYLAR AW 19 1 Al111 � Planning /Building /Public Works Dept. Seattle, WA 98144 www.nakanoassociates.com nCErvSE 3,3 A. WEST a� INCH ExRIRES ory 4 NO. REVISION BY DATE APPR A WCCT VANTAGE POINT APARTMENTS STREET IMPROVEMENT PLANS 105TH - PLACE -SE PLANTING -PLAN c') 2.- `> -7 41 Y 3 O N Lb T 1 LO O /W/u/� VJ 0 m 41 T N Q 08 -19 -14 P L4.0 53 °fi 61 az i z 1 v 2 IL a z U w O D! a i a a nl a O <I U a h 0 i wO W N W �- W I W Z J U Q PROPOSED STREET TREE, TYP. STREET LIGHT, TYP. IRRIGATION POINT OF CONNECTION, SEE ONSITE SHEET L2.1 ROW SETBACK RAIN GARDEN, TYP. BIOSWALE, TYP. SPLIT RAIL FENCE, TYP. 105TH PLACE SE LANDSCAPE PLAN SCALE: 1 "= 20' -0" MATCH LINE — SEE SHEET 12 GENERAL NOTES: 1. SEE SHEET 10 FOR PLANT KEY 2. SEE SHEET 12 FOR PLANTING NOTES, LANDSCAPE REQUIREMENTS AND TYPES. 3. TEMPORARY IRRIGATION SYSTEM TO BE PROVIDED. 4. SEE ON —SITE SHEET A1.01 FOR SITE DIMENSIONS 5. SEE ON —SITE SHEET L3.3 FOR FULL PLANT SCHEDULE AND QUANTITIES. Recommended for APProval R= 314144 0 10 20 40 1 inch = 20 feet E N NAKANOASSOCIATES MNGTF 1 PERMIT REV. AW s to �w,sE, VANTAGE POINT APARTMENTS G „°"�"""` „� „°",s9, , CITY OF PECISIERED MAY 2014 BID SET AW 15 1 �� „EO: LANDSCAPE ARCHITECTS ANDSCPEARCW'ECT 2 ADDEN 4 AW 7 2 14 A. WEST „u ItENTON STREET IMPROVEMENT PLANS 3 UTILITY SET — PERMIT REV. AW 16 1 rBAUMANN g1El„ 105TH PLACESE 853 Hiawatha Place S. Tel : 2 0 6. 2 9 2. 9 3 9 2 AU�REV WE DATUM Seattle, WA 98144 www.nakanoassociates.com 4 PERMIT REVISIONS MYLAR AW 19 1 — ucE „sE„ sa A. WEST Al "T �"w'" Planning /Building /Public Works Dept. ExFIRES0, -ss -ia N0. REVISION BY DATE APPR PLANTING PLAN A wrcT vuE, Cp: 2- 3'?`41 *-4 T 0 N E L6 T 1 LO Co W /U) T N CQ L L4.1 54 °F` 61 3 °a ^j gg c3 a° dl E 0 I e R 0 E N d I s N A Q c PLANTING NOTES STREET LIGHT, TYP. EXISTING PROPERTY LINE PROPOSED STREET TREE, TYP. ■ 3 <�a GENERAL NOTES: 4" DEPTH OF MULCH. 2. 1. SEE SHEET L4.0 FOR PLANT KEY T ! I y 2. SEE SHEET L4.2 FOR PLANTING NOTES, LANDSCAPE REQUIREMENTS AND TYPES. z 3. TEMPORARY IRRIGATION SYSTEM TO BE PROVIDED. ALL EXISTING TREES TO REMAIN SHALL HAVE PROTECTIVE FENCING. ALL WORK WITHIN 14. ALL PLANT MATERIAL SHALL BE MAINTAINED SO THAT PLANT GROWTH DOES NOT CONFLICT 4. SEE ON -SITE SHEET A1.01 FOR SITE DIMENSIONS CRITICAL ROOT ZONES OF EXISTING TREES SHALL BE IN ACCORDANCE WITH TREE PROTECTION 0 5. SEE ON -SITE SHEET L3.4 FOR FULL PLANT SCHEDULE AND QUANTITIES. HAZARD. 4. ALL LANDSCAPE AREAS TO RECEIVE 18" DEPTH IMPORTED TOPSOIL PER SPECIFICATION, 15. a UNLESS OTHERWISE SPECIFIED. RESPONSIBILITY TO DETERMINE THE QUANTITIES REQUIRED TO MEET THE SPECIFIED PLANT SETBACKS FOR TREE PLANTINGS: PLACING. PERCENTAGES LISTED INDICATE PERCENTAGE OF TOTAL PLANTING AREA TO RECEIVE TREE LOCATIONS SHOWN ON PLANTING PLANS ARE APPROXIMATE; IF FIELD ADJUSTMENTS ARE PLACE 2" OF PLANTING SOIL MIX WITHIN THE CRZ OF EXISTING TREES THAT ARE TO RECEIVE NECESSARY, THE FOLLOWING MIN SETBACKS FOR CENTERLINE OF TREE TRUNKS TO EDGE OF DRIVEWAY, NEW PLANTINGS. FACE OF CURB OR INTERSECTION AND TO CENTER OF ALL OTHERS SHOWN SHALL APPLY: A. STREET LIGHTS 25' 6. FINE GRADE DURING PLANTING OPERATIONS TO MAINTAIN SURFACE B. DRIVEWAYS 10' C. INTERSECTIONS 30' DRAINAGE FLOW DIRECTION REQUIREMENTS SHOWN ON THE CIVIL D. UNDERGROUND SEWER & WATER LINES 5' DRAWINGS. GRADE AWAY FROM BUILDINGS. E. UNDERGROUND GAS LINES 1' F. UNDERGROUND HIGH PRESSURE GAS LINES 3' 7. ALL PLANTING BEDS TO RECEIVE 4" MINIMUM DEPTH MULCH. G. UTILITY /POWER POLES 5' H. UNDERGROUND FIBER CABLE 2' 8. ALL BIO- FILTRATION AREAS AND RAIN GARDENS SHALL RECEIVE 18" OF RAINGARDEN SOIL MIX I. FACE OF CURB 2' MIN. OR CENTERED IN PLANTER STRIP PER SPEC AND 4" WOODCHIP MULCH PER SPEC. J. GUARDRAIL BARRIERS 5' 9. PLANT ALL SHRUBS AND GROUNDCOVERS 5' CLEAR OF FIRE K. OIL PIPELINES 5' HYDRANTS AND ELECTRICAL METERS. PLACE 4" DEPTH OF MULCH IN BUFFER REQUIREMENTS ALL PLANT MATERIAL SHALL BE MAINTAINED SO THAT PLANT GROWTH DOES NOT CONFLICT STREET FRONTAGE REQUIREMENT PER KING COUNTY DEVELOPMENT STANDARD 21A.16.050: 10' PLACE OF G.C. & SHRUBS IN THESE CONDITIONS. TYPE III LANDSCAPE HAZARD. 10. SPACING IS AS SHOWN ON PLANTING PLAN (SHEETS L3.1 AND L3.2) UNLESS OTHERWISE PROVIDED: 10' TYPE III LANDSCAPE PLANT MATERIAL LOCATIONS SHALL BE COORDINATED WITH SPRINKLER IRRIGATION HEAD SPECIFIED. INTERIOR LOT LINE REQUIREMENT PER KING COUNTY DEVELOPMENT STANDARD 21A.16.050: 5' ALL LANDSCAPED AREAS TO RECEIVE GROUND COVERS. TYPE II LANDSCAPE MEET AND MATCH EXISTING PLANTING AREAS TO REMAIN WITH A SMOOTH TRANSITION. 12. PROVIDED: 5' TYPE II LANDSCAPE 23. LANDSCAPE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY COORDINATION WITH TYPE II LANDSCAPE FILTERED SCREEN - MIN. 50% DECIDUOUS TREES, 30 % EVERGREEN TREES: 1 PER 20 LINEAR FT., MAX. 30' O.C. EVERGREEN SHRUBS: 1 PER 4' LINEAR FT., MAX. 8' O.C. GROUNDCOVER: SPACED FOR FULL COVERAGE WITHIN 3 YEARS. PURSUANT TO K.C.C. 21A.16.090. TYPE III LANDSCAPE SEE - THROUGH SCREEN MIN. 70% DECIDUOUS TREES: 1 PER 25 LINEAR FT., MAX. 30' O.C. EVERGREEN SHRUBS: 1 PER 4' LINEAR FT., MAX. 8' O.C. GROUNDCOVER: SPACED FOR FULL COVERAGE WITHIN 3 YEARS. PURSUANT TO K.C.C. 21A.16.090. 3 °a ^j gg c3 a° dl E 0 I e R 0 E N d I s N A Q c PLANTING NOTES STREET LIGHT, TYP. EXISTING PROPERTY LINE PROPOSED STREET TREE, TYP. ■ 3 <�a SE 180TH STREET LANDSCAPE PLAN SCALE: 1 "= 20' -O" 1. SEE SURVEY FOR EXISTING CONDITIONS. 4" DEPTH OF MULCH. 2. I T ! I UTILITIES PRIOR TO COMMENCING ANY LANDSCAPE WORK. SE 180TH STREET LANDSCAPE PLAN SCALE: 1 "= 20' -O" 1. SEE SURVEY FOR EXISTING CONDITIONS. 4" DEPTH OF MULCH. 2. CONTRACTOR SHALL BE FAMILIAR WITH LOCATIONS OF ALL ON -SITE 13. ALL PLANTING MATERIAL SHALL BE MAINTAINED IN HEALTHY GROWING CONDITIONS FOR THE UTILITIES PRIOR TO COMMENCING ANY LANDSCAPE WORK. LIFE OF THE PROJECT. 3. ALL EXISTING TREES TO REMAIN SHALL HAVE PROTECTIVE FENCING. ALL WORK WITHIN 14. ALL PLANT MATERIAL SHALL BE MAINTAINED SO THAT PLANT GROWTH DOES NOT CONFLICT CRITICAL ROOT ZONES OF EXISTING TREES SHALL BE IN ACCORDANCE WITH TREE PROTECTION WITH PUBLIC UTILITIES, RESTRICT PEDESTRIAN OR VEHICULAR ACCESS, OR CREATE TRAFFIC SPECIFICATIONS. HAZARD. 4. ALL LANDSCAPE AREAS TO RECEIVE 18" DEPTH IMPORTED TOPSOIL PER SPECIFICATION, 15. WHERE QUANTITIES ARE NOT SHOWN IN THE PLANT SCHEDULE, IT IS THE CONTRACTORS UNLESS OTHERWISE SPECIFIED. RESPONSIBILITY TO DETERMINE THE QUANTITIES REQUIRED TO MEET THE SPECIFIED PLANT PLACING. PERCENTAGES LISTED INDICATE PERCENTAGE OF TOTAL PLANTING AREA TO RECEIVE 5. PLACE 2" OF PLANTING SOIL MIX WITHIN THE CRZ OF EXISTING TREES THAT ARE TO RECEIVE PLANT MATERIALS. NEW PLANTINGS. 16. ALL LANDSCAPED AREAS TO RECEIVE GROUND COVERS. 6. FINE GRADE DURING PLANTING OPERATIONS TO MAINTAIN SURFACE 17. INSTALL GROUNDCOVERS IN A TRIANGULAR PATTERN AT SPACING SHOWN IN THE PLANT DRAINAGE FLOW DIRECTION REQUIREMENTS SHOWN ON THE CIVIL SCHEDULE. WHERE GROUNDCOVER ABUTS CURBING, WALLS, OR WALKS, MINIMUM PLANTING DRAWINGS. GRADE AWAY FROM BUILDINGS. DISTANCE SHALL BE 1/2 SPECIFIED SPACING FROM SAME, UNLESS OTHERWISE NOTED. INSTALL GROUNDCOVERS CONTINUOUS IN BETWEEN SHRUB PLANTINGS AND TREES. 7. ALL PLANTING BEDS TO RECEIVE 4" MINIMUM DEPTH MULCH. 18. ALL DISTURBED LANDSCAPE AREAS NOT INDICATED FOR PAVING OR PLANTING SHALL RECEIVE 8. ALL BIO- FILTRATION AREAS AND RAIN GARDENS SHALL RECEIVE 18" OF RAINGARDEN SOIL MIX 4" DEPTH OF MULCH. PER SPEC AND 4" WOODCHIP MULCH PER SPEC. 19. ALL PLANTING MATERIAL SHALL BE MAINTAINED IN HEALTHY GROWING CONDITIONS FOR THE 9. PLANT ALL SHRUBS AND GROUNDCOVERS 5' CLEAR OF FIRE LIFE OF THE PROJECT. HYDRANTS AND ELECTRICAL METERS. PLACE 4" DEPTH OF MULCH IN 20. ALL PLANT MATERIAL SHALL BE MAINTAINED SO THAT PLANT GROWTH DOES NOT CONFLICT WITH PUBLIC UTILITIES, RESTRICT PEDESTRIAN OR VEHICULAR ACCESS, OR CREATE TRAFFIC PLACE OF G.C. & SHRUBS IN THESE CONDITIONS. HAZARD. 10. SPACING IS AS SHOWN ON PLANTING PLAN (SHEETS L3.1 AND L3.2) UNLESS OTHERWISE 21. PLANT MATERIAL LOCATIONS SHALL BE COORDINATED WITH SPRINKLER IRRIGATION HEAD SPECIFIED. LOCATIONS TO AVOID ANY CONFLICTS. 11. ALL LANDSCAPED AREAS TO RECEIVE GROUND COVERS. 22. MEET AND MATCH EXISTING PLANTING AREAS TO REMAIN WITH A SMOOTH TRANSITION. 12. ALL DISTURBED LANDSCAPE AREAS NOT INDICATED FOR PAVING OR PLANTING SHALL RECEIVE 23. LANDSCAPE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY COORDINATION WITH - SUB- CONTRACTORS AS REQUIRED TO ACCOMPLISH PLANTING OPERATIONS. ATE OF WPSH E �dnnb� INOTON NAKANOASSOCIATES vUv REGISTERED LANDSCAPE ARCHITECTS ANDSCPE N ARCH EC 853 Hiawatha Place S. Tel: 2 0 6. 2 9 2. 9 3 9 2 ADDREY W Seattle, W A 98144 www.nakanoassociates.com acENSE N 2 EXPIRES O 9 -29 -16 Kel REVISION BY I DATE I APPR 1 " =20' AT NLL SVtE F NO! CNE iNgl scut AcwPOwcar SETBACK LL ..R -MIN. 10' TYPE II -- :LANDSCAPE SCREEN MIN. 5' TYPE III LANDSCAPE SCREEN T N LID T 0 Recommended for ApWovoi I- w av �fi Dace Y I Cn N m 0 10 20 40 1 inch = 20 feet N R= 314145 CDIL�TYiT OF VANTAGE POINT APARTMENTS �¢a w 196/1991 JL 1�L:1� lON STREET IMPROVEMENT PLANS oa -ls -la flFl➢201.Yc PK CPAMIl6 I#. DATUM Planning /Building /Public Works Dept. SE_ 180TH_ STREET L4.2 PLANTING-PLAN 9F` 55 "' 61 C D " ra . '+