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N M I O I 0 W F -- 0 — M N 00 0 0 N 0 CL U N Ld a� L 0 U a 0 0 V) 0 m 0 N I i .3 0 0 cp w a� w U 0 a 0 V) 0 m 0 Y C Y O N I to0 O 0 I i w U a i X w a Z J U- VICINITY MAP N.T. S CURVE TABLE LENGTH RADIUS SURFACE AREA CALCULATIONS C1 WEST BASIN (TDA #1) 40.00' OFFSITE IMPROVEMENTS (CHELAN AVE NE) IMPERVIOUS (SIDEWALK/ASPHALT) 900 PERVIOUS (PLANTER STRIP/LAWN) 478 SF TOTAL 2,528 SF (0.06 AC) ONSITE IMPROVEMENTS 41021'43" DRIVEWAYS (500 SF/LOT) 3,500 SF (PGIS) ASPHALT ACCESS ROADS/ALLEYS 6,924 SF (PGIS) Z 19,113 SF PERVIOUS (LAWN/LANDSCAPE) 22,459 SF TOTAL 51,996 SF (1.19 AC) TOTAL PROJECT AREA j TOTAL PROJECT PGIS 11,474 SF TOTAL PROJECT NPGIS NE 12TH ST TOTAL PROJECT PERVIOUS 22,937 SF Q 13022'36" ONSITE IMPROVEMENTS 44.96' PERVIOUS 3,011 SF C10 4.75' 98.50' 204545" Z 45.42' 90.00' 2805457" C12 44.38' 75.00' 33054'05" C13 44.38' Z 33054'05" EXISTING CONCRETE O' DETAILS Q j O DETAILS Z Q Z SHEET C13 WATER PLAN & PROFILE - DUVALL AVE NE wQ SHEET C14 WATER NOTES AND DETAILS OLIVER M. Q SHEET C15 SEWER PLAN & PROFILE NE 11TH ST j HAZEN HIGH U O SCHOOL Z SITE z NE 10TH PL Q J O ZC) NE 10TH ST D NE 9TH PL Z J a NE 9TH ST = ti HONEY DEW ,' z ATHLETIC FIELDS NE 8TH ST Q J W VICINITY MAP N.T. S THE BOUN SHORT PLAT, FILE NO. LUA16-000124, AS DEPICTED IN EXHIBIT 2, IS APPROVED AND IS SUBJECT TO THE FOLLOWING CONDITIONS: 1. THE WIDTH OF LOT 7 SHALL BE INCREASED TO COMPLY WITH THE MINIMUM 50-FOT LOT WIDTH REQUIREMENT OF THE R-8 ZONE. 2. A DEMOLITION PERMIT SHALL BE OBTAINED FOR THE REMOVAL OF THE DETACHED ACCESSORY STRUCTURE, AND ALL REQUIRED INSPECTIONS SHALL BE COMPLETED PRIOR TO THE RECORDING OF THE SHORT PLAT. 3. A DETAILED LANDSCAPE PLAN SHALL BE SUBMITTED AT THE TIME OF UTILITY CONSTRUCTION PERMIT REVIEW. THE DETAILED LANDSCAPE PLAN SHALL INCLUDE AN 8 -FOOT WIDE LANDSCAPING STRIP BETWEEN THE CURB AND SIDEWALK ALONG THE FULL LENGTH OF THE CHELAN AVENUE NE AND DUVALL AVENUE NE FRONTAGES OR A MODIFICATION REQUEST TO REDUCE THE LANDSCAPE STRIP SHALL BE SUBMITTED AND APPROVED IN ACCORDANCE WITH RMC 4-9-2550D AT THE TIME OF UTILITY CONSTRUCTION PERMIT REVIEW. 4. A FINAL TREE RETENTION PLAN SHALL BE SUBMITTED AT TIME OF UTILITY CONSTRUCTION PERMIT REVIEW. THE FINAL TREE RETENTION PLAN SHALL INCLUDE MINIMUM 2 -INCH CALIPER REPLACEMENT TREES WITHIN THE ONSITE 10 -FOOT LANDSCAPE STRIP. THE FINAL TREE RETENTION PLAN SHALL BE SUBMITTED TO THE CURRENT PLANNING PROJECT MANAGER FOR REVIEW AND APPROVAL. 5. A MODIFICATION REQUEST SHALL BE SUBMITTED AND APPROVED FOR THE PROPOSED WAIVER OF FRONTAGE IMPROVEMENTS ALONG THE I8 -FOOT WIDE PANHANDLE NORTH OF THE PROJECT SITE. THE MODIFICATION REQUEST SHALL BE SUBMITTED AT THE TIME OF UTILITY CONSTRUCTION PERMIT REVIEW. 6. ACCESS FOR LOTS 1-7 SHALL BE PROVIDED VIA THE ALLEY (CHELAN PLACE NE). THE FRONT FACADE OF THE HOUSES TO BE CONSTRUCTED ON LOTS 1-4 SHALL FACE DUVALL AVENUE NE AND THE FRONT FACADE OF THE HOUSES TO BE CONSTRUCTED ON LOTS 5-7 SHALL FACE CHELAN AVENUE NE. A NOTE TO THIS EFFECT SHALL BE RECORDED ON THE FACE OF THE SHORT PLAT MAP. 7. THE WIDTH OF THE ALLEY SHALL BE REVISED TO COMPLY WITH THE CITY'S ADOPTED STREET STANDARDS. PER RMC 4-6-060, A RESIDENTIAL ALLEY HAS RIGHT-OF-WAY WIDTH OF 16' AND A PAVEMENT WIDTH OF 12'. Know what's below. Call before you dig. CURVE # CURVE TABLE LENGTH RADIUS SURFACE AREA CALCULATIONS C1 WEST BASIN (TDA #1) 40.00' OFFSITE IMPROVEMENTS (CHELAN AVE NE) IMPERVIOUS (SIDEWALK/ASPHALT) 2,050 SF PERVIOUS (PLANTER STRIP/LAWN) 478 SF TOTAL 2,528 SF (0.06 AC) ONSITE IMPROVEMENTS 41021'43" DRIVEWAYS (500 SF/LOT) 3,500 SF (PGIS) ASPHALT ACCESS ROADS/ALLEYS 6,924 SF (PGIS) ROOFTOPS 19,113 SF PERVIOUS (LAWN/LANDSCAPE) 22,459 SF TOTAL 51,996 SF (1.19 AC) TOTAL PROJECT AREA 54,524 SF (1.25 AC) TOTAL PROJECT PGIS 11,474 SF TOTAL PROJECT NPGIS 19,113 SF TOTAL PROJECT PERVIOUS 22,937 SF EAST BASIN (TDA #2) 13022'36" ONSITE IMPROVEMENTS 44.96' PERVIOUS 3,011 SF THE BOUN SHORT PLAT, FILE NO. LUA16-000124, AS DEPICTED IN EXHIBIT 2, IS APPROVED AND IS SUBJECT TO THE FOLLOWING CONDITIONS: 1. THE WIDTH OF LOT 7 SHALL BE INCREASED TO COMPLY WITH THE MINIMUM 50-FOT LOT WIDTH REQUIREMENT OF THE R-8 ZONE. 2. A DEMOLITION PERMIT SHALL BE OBTAINED FOR THE REMOVAL OF THE DETACHED ACCESSORY STRUCTURE, AND ALL REQUIRED INSPECTIONS SHALL BE COMPLETED PRIOR TO THE RECORDING OF THE SHORT PLAT. 3. A DETAILED LANDSCAPE PLAN SHALL BE SUBMITTED AT THE TIME OF UTILITY CONSTRUCTION PERMIT REVIEW. THE DETAILED LANDSCAPE PLAN SHALL INCLUDE AN 8 -FOOT WIDE LANDSCAPING STRIP BETWEEN THE CURB AND SIDEWALK ALONG THE FULL LENGTH OF THE CHELAN AVENUE NE AND DUVALL AVENUE NE FRONTAGES OR A MODIFICATION REQUEST TO REDUCE THE LANDSCAPE STRIP SHALL BE SUBMITTED AND APPROVED IN ACCORDANCE WITH RMC 4-9-2550D AT THE TIME OF UTILITY CONSTRUCTION PERMIT REVIEW. 4. A FINAL TREE RETENTION PLAN SHALL BE SUBMITTED AT TIME OF UTILITY CONSTRUCTION PERMIT REVIEW. THE FINAL TREE RETENTION PLAN SHALL INCLUDE MINIMUM 2 -INCH CALIPER REPLACEMENT TREES WITHIN THE ONSITE 10 -FOOT LANDSCAPE STRIP. THE FINAL TREE RETENTION PLAN SHALL BE SUBMITTED TO THE CURRENT PLANNING PROJECT MANAGER FOR REVIEW AND APPROVAL. 5. A MODIFICATION REQUEST SHALL BE SUBMITTED AND APPROVED FOR THE PROPOSED WAIVER OF FRONTAGE IMPROVEMENTS ALONG THE I8 -FOOT WIDE PANHANDLE NORTH OF THE PROJECT SITE. THE MODIFICATION REQUEST SHALL BE SUBMITTED AT THE TIME OF UTILITY CONSTRUCTION PERMIT REVIEW. 6. ACCESS FOR LOTS 1-7 SHALL BE PROVIDED VIA THE ALLEY (CHELAN PLACE NE). THE FRONT FACADE OF THE HOUSES TO BE CONSTRUCTED ON LOTS 1-4 SHALL FACE DUVALL AVENUE NE AND THE FRONT FACADE OF THE HOUSES TO BE CONSTRUCTED ON LOTS 5-7 SHALL FACE CHELAN AVENUE NE. A NOTE TO THIS EFFECT SHALL BE RECORDED ON THE FACE OF THE SHORT PLAT MAP. 7. THE WIDTH OF THE ALLEY SHALL BE REVISED TO COMPLY WITH THE CITY'S ADOPTED STREET STANDARDS. PER RMC 4-6-060, A RESIDENTIAL ALLEY HAS RIGHT-OF-WAY WIDTH OF 16' AND A PAVEMENT WIDTH OF 12'. Know what's below. Call before you dig. CURVE # CURVE TABLE LENGTH RADIUS DELTA C1 28.04' 40.00' 40009'52" C2 49.07' 70.00' 40009'52" C3 36.10' 50.00' 41021'43" C4 18.81' 62.00' 17022'53" C5 25.95' 62.00' 2305849" C6 20.17' 30.00' 38031'16" C7 35.11' 80.00' 25008'39" C8 18.68' 80.00' 13022'36" C9 44.96' 98.50' 26009'11" C10 4.75' 98.50' 204545" C11 45.42' 90.00' 2805457" C12 44.38' 75.00' 33054'05" C13 44.38' 75.00' 33054'05" VERTICAL DATUM: BENCHMARK: CITY OF RENTON BENCHMARK #RENT159 BRASS DISK IN CONCRETE RECESSED 0.6' BELOW THE TOP OF MONUMENT CASE AND COVER IN THE CENTER OF THE INTERSECTION AT NE 12TH ST AND UNION AVE NE ELEVATION=415.961 HORIZONTAL BASIS OF BEARING: THE MONUMENTED CENTERLINE OF NE 10TH STREET BETWEEN CHELAN AVENUE NE AND DUVALL AVE NE PER CITY OF RENTON SHORT PLAT RECORDED UNDER RECORDING NUMBER 20120110900001 N 88030'08" W EQUIPMENT USED: TOPCON PS 103A TOTAL STATION. STANDARD FIELD TRAVERSE METHODS FOR CONTROL AND STAKING. THE EAST HALF OF THE SOUTHWEST QUARTER OF THE NORTHWEST QUARTER OF SECTION 10, TOWNSHIP 23 NORTH, RANGE 5 EAST, WILLAMETTE MERIDIAN, IN KING COUNTY, WASHINGTON; EXCEPT THE SOUTH 200 FEET; AND EXCEPT THE WEST 12 FEET; AND EXCEPT THE NORTH 110.04 FEET; AND EXCEPT THE SOUTH 148 FEET OF THE NORTH 258.04 FEET LYING EAST OF THE WEST 30 FEET OF SAID SUBDIVISION; AND EXCEPT THAT PORTION CONVEYED TO KING COUNTY BY DEED RECORDED UNDER RECORDING NUMBER 6380985. (LEGAL DESCRIPTION IS PER TITLE REPORT BY FIDELITY NATIONAL TITLE #611100624 DATED APRIL 1, 2015.) A PORTION OF SECTION 10, TOWNSHIP 23 N., RANGE 05 E., W.M. OUN SHORT PLAT CONSTRUCTION PLANS °TEAN1I, A]BDERRAHMANE & MAURA E. 1051 CHELAN AVE NE #1023059133 PROPOSED 8' PLANTER STRIP PROPOSED 20' LIMITED ACCESS RESIDENTIAL ROADWAY PROPOSED 8" WATER MAIN EXTENSION (SEE SHEET C13 FOR DETAILS) FISHER, SHERRIIE M. 1045 CHELAN AVE NE #1023059473 PROPOSED 5' SIDEWALK SDC HOMES LLC 1039 CHELAN AVE NE #1023059472 r CITY OF RENTON I MONUMENT #159 CITY OF RENTON MONUMENT #806 PARCEL NO. 1 02305-91 3 9 PROPOSED 18' RIGHT OF WAY DEDICATION COLLECTION BOX UNIT (TYP) N88030'08"W 341.54' APPROX. LOCATION OF (BASIS OF BEARING) EX. 4" WATER MAIN (WD 90) (TYP) BEYLER CONSULTING CONTACT phone: 253-301-4157 OFFICE fax: 253-336-3950 5920 100TH ST SW, STE 25 beylerconsulting.com Lakewood, WA 98499 LONG, GARY A. & DENISE Y. 1058 CHELAN AVE NE #1023059332 30 15 0 30 60 SCALE: 1" = 30' NOTE: WORK ON THE CITY'S DUVALL AVE NE PROJECT WILL BE STARTING IN SPRING 2019. THE HYDRANT CROSSING DUVALL AVE NE WILL NEED TO BE INSTALLED BEFORE THE CITY INSTALLS THE CURB ALONG THE WESTERN FRONTAGE OF DUVALL AVE NE AND COMPLETES PAVEMENT RESTORATION. NE 10TH ST OWNER/CL/ENT: ENGINEER: KENT KHNOR BEYLER CONSULTING 845 106TH AVE, SUITE 200 5920 100TH ST SW, STE 25 BELLEVUE, WA 98004 LAKEWOOD, WA 98499 TEL: 206-715-9826 TEL: 253-301-4157 SURVEYED: SCALE: BEYLER CONSULT. DESIGNED: 1 "=30' DTY/K R D DRAWN: DTY/K R D ONE INCH CHECKED: AT FULL SCALE DRB IF NOT ONE INCH NO. REVISION BY DATE AP P R APPROVED: SCALE ACCORDINGLY DRB CITY OF RENTON MONUMENT #1844 EX 16" WATER MAIN. LOCATION NOT SURVEYED AND IS SHOWN, AS APPROXIMATE, CONTRACTOR TO LOCATE HYDRANT (TYP) r� 0 w + 0 0 Q J J w, +' SII c 0 PARCEL NUMBER: PROPERTY BOUNDARY - - RIGHT OF WAY — - - — CENTER LINE SITE AREA: (ACCESSORS) EXISTING EASEMENT -200 EXISTING MAJOR CONTOUR - - - - 202- - EXISTING MINOR CONTOUR ----200-- PROPOSED MAJOR CONTOUR ..........202...... PROPOSED MINOR CONTOUR X EXISTING CHAINLINK FENCE El EXISTING WOOD FENCE W— EXISTING WATER MAIN SS EXISTING SEWER MAIN SD EXISTING STORM MAIN AAs EXISTING GAS MAIN EXISTING SANITARY SEWER MANHOLE ❑❑ EXISTING STORM CATCH BASIN -6- EXISTING FIRE HYDRANT EXISTING TREE TO BE REMOVED (SEE SHEET TRI FOR DETAILS) FOUND MONUMENT, AS NOTED Q EXISTING PROPERTY CORNER PROPOSED PROPERTY CORNER PROPOSED MONUMENT IN CASE NEW ASPHALT EXISTING ASPHALT SHEET C9 STORMWATER NOTES AND DETAILS PAVEMENT NEW CONCRETE SHEET CIO GRADING/PAVING/STORMWATER COR STANDARD EXISTING CONCRETE PARCEL NUMBER: 102305-9139 SITE ADDRESS: 1024 DUVALL AVE NE RENTON, WA 98059 SITE AREA: (ACCESSORS) 57,499 SF (1.32 ACRES) (SURVEYED) 57,677 SF (1.32 ACRES) ZONING: R-8, (RESIDENTIAL 8) SETBACKS: PROPOSED DENSITY. 5.3 DU/ACRE FRONT. 15' GARAGE: 20' REAR: 20' INTERIOR: 5' MAX IMPERVIOUS: 65% BUILDING COVERAGE: 50% N Ir— C) 0 C) T Q J LAND USE: PRIVATE ACCESS TRACT/ PUBLIC DRAINAGE EASEMENT 7,277 SF ROW DEDICATION 8,692 SF REMAINING LOT AREA 41,708 SF (NET AREA) TOTAL (OWNERSHIP AREA) 57,677 SF (1.32 AC) PROPOSED DENSITY. 5.3 DU/ACRE N Ir— C) 0 C) T Q J N88030'08"W 185.02' SHEETS C17-18 ILLUMINATION PLANS TRACT A 7,277 SF (PUBLIC STORMWATER/PRIVATE ACCESS/OPEN SPACE) SINGLE FAMILY LOTS 41,708 SF ROW DEDICATION 8,692 SF TOTAL 57,677 SF NET BUILDABLE AREA: 57,677 - 7,277 -8,692 = 41,708 SF (0.957 AC) VERTICAL: NAVD 1988 CITY O F HORIZONTAL: NAD 1983/13/1 991 PRI RENTON DATU M Planning/Building/Public Works Dept. SHEET C19 LANDSCAPE AND TREE RETENTION PLAN (LS -1) SURFACE WATER UTILITYkreNt2ns; 05/04/2 .r R-392401 j) ITY OF RENTON STANDARDS EDEVELOPMENT ENGINEERING WATER UTILITY rmr eS 04/30/2018 :0] Abdoul Gafour 04/30/2018 lei < J Ecthomas NAL FIRE AUTHORITY eNTo WASTEWATER UTILITY 0 APPROVED ��` 04/30/2018 o"4�FlRE� dChristen 04/30/2018 DATE: O BOUN SHORT PLAT 12/14/2017 = CONSTRUCTION PLANS FIELDBOOK:NA cl) LUA16-000124, SHPLA U16-006297 PAGE: NA NO: A COVE RSH EET/OVERALL SITE PLAN C i O SHEET: 1 OF:1 M SHEET C1 COVERSHEET/OVERALL SITE PLAN SHEET C2 TEMPORARY EROSION AND SEDIMENT CONTROL PLAN (TESC) SHEET C3 TESC NOTES & DETAILS SHEET C4 GRADING/PAVING/STORMWATER PLAN & PROFILE - CHELAN PLACE NE & ACCESS EASEMENT SHEET C5 GRADING/PAVING/STORMWATER PLAN & PROFILE - CHELAN AVE NE SHEET C6 GRADING/PAVING/STORMWATER PLAN & PROFILE - DUVALL AVE NE SHEET C7 STORMWATER DETENTION & WATER QUALITY VAULT SHEET C8 STORMWATER NOTES AND DETAILS LV SHEET C9 STORMWATER NOTES AND DETAILS SHEET CIO GRADING/PAVING/STORMWATER COR STANDARD J DETAILS SHEET C11 GRADING/PAVING/STORMWATER COR STANDARD J DETAILS J SHEET C12 WATER PLAN & PROFILE - DUVALL AVE NE SHEET C13 WATER PLAN & PROFILE - DUVALL AVE NE SHEET C14 WATER NOTES AND DETAILS Q SHEET C15 SEWER PLAN & PROFILE SHEET C16 SEWER NOTES AND DETAILS N88030'08"W 185.02' SHEETS C17-18 ILLUMINATION PLANS TRACT A 7,277 SF (PUBLIC STORMWATER/PRIVATE ACCESS/OPEN SPACE) SINGLE FAMILY LOTS 41,708 SF ROW DEDICATION 8,692 SF TOTAL 57,677 SF NET BUILDABLE AREA: 57,677 - 7,277 -8,692 = 41,708 SF (0.957 AC) VERTICAL: NAVD 1988 CITY O F HORIZONTAL: NAD 1983/13/1 991 PRI RENTON DATU M Planning/Building/Public Works Dept. SHEET C19 LANDSCAPE AND TREE RETENTION PLAN (LS -1) SURFACE WATER UTILITYkreNt2ns; 05/04/2 .r R-392401 j) ITY OF RENTON STANDARDS EDEVELOPMENT ENGINEERING WATER UTILITY rmr eS 04/30/2018 :0] Abdoul Gafour 04/30/2018 lei < J Ecthomas NAL FIRE AUTHORITY eNTo WASTEWATER UTILITY 0 APPROVED ��` 04/30/2018 o"4�FlRE� dChristen 04/30/2018 DATE: O BOUN SHORT PLAT 12/14/2017 = CONSTRUCTION PLANS FIELDBOOK:NA cl) LUA16-000124, SHPLA U16-006297 PAGE: NA NO: A COVE RSH EET/OVERALL SITE PLAN C i O SHEET: 1 OF:1 M 0 w I- Q J n I- rr O _ U) z O m N M N 00 0 0 N 0 a U W W 0 U a z m 0 N I En 0 i En V) �3 0 i Uj w U i 0 a 0 0 m C O 00 0 `1 0 N O 0 0 I O U a` i X w m a z J 4/25/18 THAMI, A]BDERRAHMANE & MAURA E. 1051 CHELAN AVE NE #1023059133 INSTALL CATCH BASIN FILTER WITHIN EXISTING CATCH BASINS WITHIN CHELAN AVE NE PER CITY OF RENTON STANDARD DETAIL 216.30 (TYP) (SEE SHEET C3) NPDES PERMIT #XXXX I I� A PORTION OF SECTION 10, TOWNSHIP 23 N., RANGE 05 E., W.M. REMOVAL OF EXISTING STRUCTURES WILL REQUIRE A SEPARATE BUILDING PERMIT THROUGH THE CITY OF RENTON BUILDING DEPARTMENT. ALL INSPECTIONS SHALL BE COMPLETED PRIOR TO THE RECORDING OF THE SHORT PLAT. NO CONSTRUCTION OR SITE DISTURBANCE FOR THIS PROJECT MAY BEGIN BEFORE THE APPLICANT FIRST OBTAINS A GENERAL PERMIT TO DISCHARGE STORMWATER ASSOCIATED WITH CONSTRUCTION ACTIVITY PERMIT FROM THE WASHINGTON STATE DEPARTMENT OF ECOLOGY (DOE). FOR MORE INFORMATION OR APPLICATION FORM, PLEASE VISIT DOE'S WEB SITE AT HTTP://WWW. ECY. WA. GOV/PUBS/9937. PDF. NPDES (WAR) PERMIT NUMBER STATE CERTIFIED CONSTRUCTION EROSION AND SEDIMENT CONTROL LEAD (CESCL) I NAME LONG, GARY A. & DENISE Y. 1058 CHELAN AVE NE #1023059332 Q) wwWw - w w w INSTALL SILT FENCE ALONG DOWNHILL PORTION OF SITE, OT 5 w AS NECESSARY PER CITY OF 731 SF w y RENTON STANDARD DETAIL w 214.00 TO PROTECT ADJACENT w PROPERTIES FROM SILT LADEN i w w w y STORMWATER RUNOFF (TYP) w (SEE SHEET C3) W W W W w EXISTING BUILDING TO BE DEMOLISHED ��d No. SIZE TYPE COMMENT w - INSTALL SEDIMENT TRAP w 27'LX24'WX3.5' w w w w (SURFACE AREA = 364 SF (MIN.) Uj VSTRUCTION TO BE REMOVED E7MPORARY 16" F RENTON TO BE REMOVED w w TOP ELEV= 436.0 f .... � r �F CONTOUR TO BE REMOVED (TYP) 20" FIR - OVERFLOW= 435.0 f :© :: FIR TA�T. U�,,,OLANDO & 6 28" W w ' OUTLET ELEV= 434.0 f TO BE REMOVED (FUTURE) 7 J FIR CANLPAS BOTTOM=432.5 f :::: 1014 CHELAN PL NE APPROX. LOCATION OF (SEE C.O.R. STD. DETAIL 211.00 T C3) Tr-6E----f----�- - 8 SF ............... IrRA CT A 277 SF PHONE N INSTALL CONSTUCTION ENTRANCE PER CITY OF RENTON STANDARD DETAIL 215.10 (SEE SHEET C3) KOLBY, SCO'T'T A. ]EMILY B. 1017 CHELAN PL NE #1023059483 Know what's below. Call before you dig. 5 CUT VOLUME: 327 CY FILL VOLUME: 1,678 CY APPROX. VAULT EXCAVATION: 2,650 CY (CUT) NET VOLUME: 1,299 CY (CUT)* -SHRINK/SWELL FACTORS HAVE NOT BEEN APPLIED NOTE: THE GRADING QUANTITIES SHOWN REPRESENT ROAD GRADING AND ROUGH LOT GRADING. ADDITIONAL FINE LOT GRADING MAY BE NECESSARY AT TIME OF BUILDING CONSTRUCTION. GRADING QUANTITIES SHOWN ARE APPROXIMATE. CONTRACTOR SHALL VERIFY EXACT QUANTITIES PRIOR TO CONSTRUCTION. 1. MULCH MATERIALS USED SHALL BE HAY OR STRAW, AND SHALL BE APPLIED AT THE RATE OF 75 TO 100 POUNDS PER 1000 SQUARE FEET, OR 90 TO 120 BALES (1.5 TO 2.5 TONS) PER ACRE. 2. MULCHES SHALL BE APPLIED IN ALL AREAS WITH EXPOSED SLOPES GREATER THAN 2:1. 3. MULCHING SHALL BE USED IMMEDIATELY AFTER SEEDING OR IN AREAS WHICH CANNOT BE SEEDED BECAUSE OF THE SEASON. 4. ALL AREAS NEEDING MULCHING SHALL BE COVERED BY NOVEMBER 1. 1. PLASTIC SHEETING SHALL HAVE A MINIMUM THICKNESS OF 6 MILS AND SHALL MEET THE REQUIREMENTS OF THE STATE STANDARD SPECIFICATION SECTION 9-14.5. 2. COVERING SHALL BE INSTALLED AND MAINTAINED TIGHTLY IN PLACE BY USING SANDBAGS OR TIRES ON ROPES WITH A MAXIMUM 10 -FOOT GRID SPACING IN ALL DIRECTIONS. ALL SEAMS SHALL BE TAPED OR WEIGHTED DOWN FULL LENGTH AND THERE SHALL BE AT LEAST A 12 -INCH OVERLAP OF ALL SEAMS. 3. CLEAR PLASTIC COVERING SHALL BE INSTALLED IMMEDIATELY ON AREAS SEEDED BETWEEN NOVEMBER 1 AND MARCH 31 AND REMAIN UNTIL VEGETATION IS FIRMLY ESTABLISHED. 4. WHEN THE COVERING IS USED ON UN -SEEDED SLOPES, IT SHALL BE KEPT IN PLACE UNTIL THE NEXT SEEDING PERIOD. 5. PLASTIC COVERING SHEETS SHALL BE BURIED TWO FEET AT THE TOP OF SLOPES IN ORDER TO PREVENT SURFACE WATER FLOW BENEATH SHEETS. 6. PROPER MAINTENANCE INCLUDES REGULAR CHECKS FOR RIPS AND DISLODGED ENDS. 20 10 0 20 40 SCALE: 1" = 20' No. SIZE TYPE COMMENT LE (AS Uj VSTRUCTION TO BE REMOVED E7MPORARY 16" F RENTON TO BE REMOVED PROPOSED .... � r �F CONTOUR TO BE REMOVED (TYP) 20" FIR TO BE REMOVED :© :: ............... IrRA CT A 277 SF PHONE N INSTALL CONSTUCTION ENTRANCE PER CITY OF RENTON STANDARD DETAIL 215.10 (SEE SHEET C3) KOLBY, SCO'T'T A. ]EMILY B. 1017 CHELAN PL NE #1023059483 Know what's below. Call before you dig. 5 CUT VOLUME: 327 CY FILL VOLUME: 1,678 CY APPROX. VAULT EXCAVATION: 2,650 CY (CUT) NET VOLUME: 1,299 CY (CUT)* -SHRINK/SWELL FACTORS HAVE NOT BEEN APPLIED NOTE: THE GRADING QUANTITIES SHOWN REPRESENT ROAD GRADING AND ROUGH LOT GRADING. ADDITIONAL FINE LOT GRADING MAY BE NECESSARY AT TIME OF BUILDING CONSTRUCTION. GRADING QUANTITIES SHOWN ARE APPROXIMATE. CONTRACTOR SHALL VERIFY EXACT QUANTITIES PRIOR TO CONSTRUCTION. 1. MULCH MATERIALS USED SHALL BE HAY OR STRAW, AND SHALL BE APPLIED AT THE RATE OF 75 TO 100 POUNDS PER 1000 SQUARE FEET, OR 90 TO 120 BALES (1.5 TO 2.5 TONS) PER ACRE. 2. MULCHES SHALL BE APPLIED IN ALL AREAS WITH EXPOSED SLOPES GREATER THAN 2:1. 3. MULCHING SHALL BE USED IMMEDIATELY AFTER SEEDING OR IN AREAS WHICH CANNOT BE SEEDED BECAUSE OF THE SEASON. 4. ALL AREAS NEEDING MULCHING SHALL BE COVERED BY NOVEMBER 1. 1. PLASTIC SHEETING SHALL HAVE A MINIMUM THICKNESS OF 6 MILS AND SHALL MEET THE REQUIREMENTS OF THE STATE STANDARD SPECIFICATION SECTION 9-14.5. 2. COVERING SHALL BE INSTALLED AND MAINTAINED TIGHTLY IN PLACE BY USING SANDBAGS OR TIRES ON ROPES WITH A MAXIMUM 10 -FOOT GRID SPACING IN ALL DIRECTIONS. ALL SEAMS SHALL BE TAPED OR WEIGHTED DOWN FULL LENGTH AND THERE SHALL BE AT LEAST A 12 -INCH OVERLAP OF ALL SEAMS. 3. CLEAR PLASTIC COVERING SHALL BE INSTALLED IMMEDIATELY ON AREAS SEEDED BETWEEN NOVEMBER 1 AND MARCH 31 AND REMAIN UNTIL VEGETATION IS FIRMLY ESTABLISHED. 4. WHEN THE COVERING IS USED ON UN -SEEDED SLOPES, IT SHALL BE KEPT IN PLACE UNTIL THE NEXT SEEDING PERIOD. 5. PLASTIC COVERING SHEETS SHALL BE BURIED TWO FEET AT THE TOP OF SLOPES IN ORDER TO PREVENT SURFACE WATER FLOW BENEATH SHEETS. 6. PROPER MAINTENANCE INCLUDES REGULAR CHECKS FOR RIPS AND DISLODGED ENDS. 20 10 0 20 40 SCALE: 1" = 20' SURVEYED: SCALE: BEYLER CONSULT. 1 "=20' DESIGNED: DTY/KRD DRAWN: DTY/KRD ONE INCH CHECKED: AT FULL SCALE DRB IF NOT ONE INCH NO. REVISION BY DATE AP P R APPROVED: SCALE ACCORDINGLY DRB c PLEASE SEE SHEET TR1, TREE RETENTION PLAN PREPARED BY ERIC WILLIAMS, REGISTERED LANDSCAPE ARCHITECT FOR TREE REMOVAL AND REPLACEMENT DETAILS. RETAIN, IN AN UNDISTURBED STATE, THE DUFF LAYER AND NATIVE TOPSOIL TO THE MAXIMUM EXTENT PRACTICABLE. IN ANY AREAS REQUIRING GRADING REMOVE AND STOCKPILE THE DUFF LAYER AND TOPSOIL ON SITE IN A DESIGNATED, CONTROLLED AREA, NOT ADJACENT TO PUBLIC RESOURCES AND CRITICAL AREAS, TO BE REAPPLIED TO OTHER PORTIONS OF THE SITE WHERE FEASIBLE. ALL AREAS SUBJECT TO CLEARING AND GRADING THAT HAVE NOT BEEN COVERED BY IMPERVIOUS SURFACE SHALL DEMONSTRATE THE FOLLOWING: 1) A TOPSOIL LAYER WITH A MINIMUM ORGANIC MATTER CONTENT OF 5% ORGANIC MATTER AND A PH FROM 6.0 TO 8.0 OR MATCHING PH OF THE UNDISTURBED SOIL. THE TOPSOIL LAYER SHALL HAVE A MINIMUM DEPTH OF EIGHT INCHES EXCEPT WHERE TREE ROOTS LIMIT THE DEPTH OF INCORPORATION OF AMENDMENTS NEEDED TO MEET THE CRITERIA. 2) USE COMPOST AND OTHER MATERIALS SHALL MEET WAC 173-350-100 SOIL QUALITY DESIGN CAN BE MET BY USING ONE OF THE METHODS LISTED BELOW. OPTION 1: LEAVE UNDISTURBED NATIVE VEGETATION AND SOIL, AND PROTECT FORM COMPACTION DURING CONSTRUCTION OPTION 2: AMEND EXISTING SITE TOPSOIL OR SUBSOIL EITHER AT DEFAULT "PRE -APPROVED" RATES, OR AT CUSTOM CALCULATED RATES BASED ON TESTS OF THE SOIL AND AMENDED. OPTION 3: STOCKPILE EXISTING TOP DURING GRADING, AND REPLACE IT PRIOR TO PLANTING. STOCKPILED TOPSOIL MUST ALSO BE AMENDED IF NEEDED TO MEET THE ORGANIC MATTER OR DEPTH REQUIREMENTS, EITHER AT A DEFAULT "PRE -APPROVED" RATE OR AT A CUSTOM CALCULATED RATE. OPTION 4: IMPORT TOPSOIL MIX OF SUFFICIENT ORGANIC CONTENT AND DEPTH TO MEET REQUIREMENTS, SEE SOIL AMENDMENT QUALITY NOTE ON THIS SHEET FOR AMENDED GUIDELINES. REFER TO BMP T5.13 IN THE WESTERN WASHINGTON STORMWATER MANUAL FOR FURTHER DIRECTION. No. SIZE TYPE COMMENT 1 Uj ALDER WOOD TO BE REMOVED 2 16" FIR TO BE REMOVED 3 .... � r FIR TO BE REMOVED 4 20" FIR TO BE REMOVED :© :: FIR TA�T. U�,,,OLANDO & 6 28" FIR TO BE REMOVED (FUTURE) 7 J FIR CANLPAS :::: 1014 CHELAN PL NE APPROX. LOCATION OF #1023059482 EX. 8" WATER MAIN (WD 90) (TYP) .................................................. CONTRACTOR NOTE: CONTRACTOR MAY AMEND THIS PLAN TO ADDRESS CONSTRUCTION U: SEQUENCE AS APPROVED BY THE CITY OF RENTON INSPECTOR. . SPILL CONTROL PLANS SHALL BE SUBMITTED BY THE CONTRACTOR PRIOR TO PRE -CONSTRUCTION MEETING SURVEYED: SCALE: BEYLER CONSULT. 1 "=20' DESIGNED: DTY/KRD DRAWN: DTY/KRD ONE INCH CHECKED: AT FULL SCALE DRB IF NOT ONE INCH NO. REVISION BY DATE AP P R APPROVED: SCALE ACCORDINGLY DRB c PLEASE SEE SHEET TR1, TREE RETENTION PLAN PREPARED BY ERIC WILLIAMS, REGISTERED LANDSCAPE ARCHITECT FOR TREE REMOVAL AND REPLACEMENT DETAILS. RETAIN, IN AN UNDISTURBED STATE, THE DUFF LAYER AND NATIVE TOPSOIL TO THE MAXIMUM EXTENT PRACTICABLE. IN ANY AREAS REQUIRING GRADING REMOVE AND STOCKPILE THE DUFF LAYER AND TOPSOIL ON SITE IN A DESIGNATED, CONTROLLED AREA, NOT ADJACENT TO PUBLIC RESOURCES AND CRITICAL AREAS, TO BE REAPPLIED TO OTHER PORTIONS OF THE SITE WHERE FEASIBLE. ALL AREAS SUBJECT TO CLEARING AND GRADING THAT HAVE NOT BEEN COVERED BY IMPERVIOUS SURFACE SHALL DEMONSTRATE THE FOLLOWING: 1) A TOPSOIL LAYER WITH A MINIMUM ORGANIC MATTER CONTENT OF 5% ORGANIC MATTER AND A PH FROM 6.0 TO 8.0 OR MATCHING PH OF THE UNDISTURBED SOIL. THE TOPSOIL LAYER SHALL HAVE A MINIMUM DEPTH OF EIGHT INCHES EXCEPT WHERE TREE ROOTS LIMIT THE DEPTH OF INCORPORATION OF AMENDMENTS NEEDED TO MEET THE CRITERIA. 2) USE COMPOST AND OTHER MATERIALS SHALL MEET WAC 173-350-100 SOIL QUALITY DESIGN CAN BE MET BY USING ONE OF THE METHODS LISTED BELOW. OPTION 1: LEAVE UNDISTURBED NATIVE VEGETATION AND SOIL, AND PROTECT FORM COMPACTION DURING CONSTRUCTION OPTION 2: AMEND EXISTING SITE TOPSOIL OR SUBSOIL EITHER AT DEFAULT "PRE -APPROVED" RATES, OR AT CUSTOM CALCULATED RATES BASED ON TESTS OF THE SOIL AND AMENDED. OPTION 3: STOCKPILE EXISTING TOP DURING GRADING, AND REPLACE IT PRIOR TO PLANTING. STOCKPILED TOPSOIL MUST ALSO BE AMENDED IF NEEDED TO MEET THE ORGANIC MATTER OR DEPTH REQUIREMENTS, EITHER AT A DEFAULT "PRE -APPROVED" RATE OR AT A CUSTOM CALCULATED RATE. OPTION 4: IMPORT TOPSOIL MIX OF SUFFICIENT ORGANIC CONTENT AND DEPTH TO MEET REQUIREMENTS, SEE SOIL AMENDMENT QUALITY NOTE ON THIS SHEET FOR AMENDED GUIDELINES. REFER TO BMP T5.13 IN THE WESTERN WASHINGTON STORMWATER MANUAL FOR FURTHER DIRECTION. PREVENTATIVE MEASURES TO MINIMIZE WIND TRANSPORT OF SOIL SHALL BE IMPLEMENTED WHEN A TRAFFIC HAZARD MAY BE CREATED OR WHEN THERE IS THE POTENTIAL FOR SEDIMENT TO BE TRANSPORTED BY WIND. WATER IS THE MOST COMMON DUST CONTROL USED IN THE AREA. WHEN USING WATER FOR DUST CONTROL, THE EXPOSED SOILS SHALL BE SPRAYED UNTIL WET, BUT RUNOFF SHALL NOT BE GENERATED BY SPRAYING. EXPOSED AREAS SHALL BE RE -SPRAYED AS NEEDED. OIL SHALL NOT BE USED FOR DUST CONTROL. BEYLER CONSULTING CONTACT phone: 253-301-4157 OFFICE fax: 253-336-3950 5920 100TH ST SW, STE 25 beylerconsulting.com Lakewood, WA 98499 VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/1991 DATU M COMPACTED SUBSOILS MUST BE SCARIFIED AT LEAST 4 INCHES BELOW THE 8 INCH DEEP AMENDED LAYER (FOR A FINISHED UNCOMPACTED DEPTH OF 12 INCHES. THE ORGANIC CONTENT FOR "PRE -APPROVED" AMENDMENT RATES SHALL BE MET USING COMPOST THAT MEETS THE DEFINITION FOR "COMPOSTED MATERIALS" IN WAC 173-350, SECTION 220. THE COMPOST MUST ALSO HAVE AN ORGANIC MATTER CONTENT OF 35% TO 6501o, AND A CARBON TO NITROGEN RATIO BELOW 25:1 SOURCE: CITY OF RENTON AMENDMENTS TO THE KING CO SWDM, REFERENCE 7-B 1. PRE -CONSTRUCTION MEETING. 2. POST SIGN WITH NAME AND PHONE NUMBER OF ESC SUPERVISOR (MAYBE CONSOLIDATED WITH THE REQUIRED NOTICE OF CONSTRUCTION SIGN). 3. FLAG OR FENCE CLEARING LIMITS. 4. INSTALL CATCH BASIN PROTECTION AS SHOWN ON PLAN. 5. GRADE AND INSTALL CONSTRUCTION ENTRANCE(S). 6. INSTALL PERIMETER PROTECTION (SILT FENCE, BRUSH BARRIER, ETC.). 7. CONSTRUCT SEDIMENT TRAPS AS SHOWN ON PLANS. 8. GRADE AND STABILIZE CONSTRUCTION ROADS. 9. CONSTRUCT SURFACE WATER CONTROLS (INTERCEPTOR DIKES, PIPE SLOPE DRAINS, ETC.) SIMULTANEOUSLY WITH CLEARING AND GRADING FOR PROJECT DEVELOPMENT AS SHOWN ON PLANS. 10. MAINTAIN EROSION CONTROL MEASURES IN ACCORDANCE WITH APPENDIX D OF THE 2009 KING COUNTY SURFACE WATER DESIGN MANUAL AND MANUFACTURER'S RECOMMENDATIONS. 11. RELOCATE EROSION CONTROL MEASURES OR INSTALL NEW MEASURES SO THAT AS SITE CONDITIONS CHANGE THE EROSION AND SEDIMENT CONTROL IS ALWAYS IN ACCORDANCE WITH THE CITY'S EROSION AND SEDIMENT CONTROL STANDARDS. 12. COVER ALL AREAS THAT WILL BE UNWORKED FOR MORE THAN SEVEN DAYS DURING THE DRY SEASON OR TWO DAYS DURING THE WET SEASON WITH STRAW, WOOD FIBER MULCH, COMPOST, PLASTIC SHEETING OR EQUIVALENT. 13. STABILIZE ALL AREAS THAT REACH FINAL GRADE WITHIN SEVEN DAYS. 14. SEED OR SOD ANY AREAS TO REMAIN UNWORKED FOR MORE THAN 30 DAYS. 15. UPON COMPLETION OF THE PROJECT, ALL DISTURBED AREAS MUST BE STABILIZED AND BMPS REMOVED. WITHIN 30 DAYS OF COMPLETION OF GRADING WORK, THE APPLICANT SHALL HYDROSEED OR PLANT AN APPROPRIATE GROUND COVER OVER ANY PORTION OF THE SITE THAT IS GRADED OR CLEARED OF VEGETATION AND WHERE NO FURTHER CONSTRUCTION WILL OCCUR WITHIN 90 DAYS. ALTERNATIVE MEASURES SUCH AS MULCH, SODDING, OR PLASTIC COVERING AS SPECIFIED IN THE CURRENT KING COUNTY SURFACE WATER MANAGEMENT DESIGN MANUAL AS ADOPTED BY THE CITY OF RENTON MAY BE PROPOSED BETWEEN THE DATES OF NOVEMBER 1ST AND MARCH 31 ST OF EACH YEAR. THE DEVELOPMENT SERVICES DIVISION'S APPROVAL THIS WORK IS REQUIRED PRIOR TO FINAL INSPECTION AND APPROVAL OF THE PERMIT. LIMIT HAUL HOURS BETWEEN 8:30 AM TO 3:30 PM, MONDAY THROUGH FRIDAY UNLESS OTHERWISE APPROVED BY THE DEVELOPMENT SERVICES DIVISION PER RMC SECTION 4-4-030.C.2. CONSTRUCTION ACTIVITIES SHALL BE RESTRICTED TO THE HOURS BETWEEN 7 AM AND 8 PM, MONDAY THROUGH FRIDAY. WORK ON SATURDAYS SHALL BE RESTRICTED TO THE HOURS BETWEEN 9 AM AND 8 PM. NO WORK SHALL BE PERMITTED ON SUNDAYS. SATURDAY HAULING AND WORK IS BY PERMISSION ONLY. N T O O O II T Q J - R 24 39 2 0 IN COMPLIANCE WITH CITY OF RENTON STANDARDS DEVELOPMENT ENGINEERING LkreVarns05/04/2018 RFACE WATER UTILITY �, 4 (Fitz -James 04/30/2018 ~ < Aomftlk CITY OF BOUN SHORT PLAT RENTON CONSTRUCTION PLANS LUA16-000124, SHPL-A, U16-006297 Planning/Building/Public Works Dept. TEMPORARY EROSION AND SEDIMENT CONTROL PLAN (TESL) No. SIZE TYPE COMMENT 1 9" ALDER WOOD TO BE REMOVED 2 16" FIR TO BE REMOVED 3 12" FIR TO BE REMOVED 4 20" FIR TO BE REMOVED 5 12" FIR TO BE REMOVED 6 28" FIR TO BE REMOVED (FUTURE) 7 30" FIR TO BE REMOVED (FUTURE) PREVENTATIVE MEASURES TO MINIMIZE WIND TRANSPORT OF SOIL SHALL BE IMPLEMENTED WHEN A TRAFFIC HAZARD MAY BE CREATED OR WHEN THERE IS THE POTENTIAL FOR SEDIMENT TO BE TRANSPORTED BY WIND. WATER IS THE MOST COMMON DUST CONTROL USED IN THE AREA. WHEN USING WATER FOR DUST CONTROL, THE EXPOSED SOILS SHALL BE SPRAYED UNTIL WET, BUT RUNOFF SHALL NOT BE GENERATED BY SPRAYING. EXPOSED AREAS SHALL BE RE -SPRAYED AS NEEDED. OIL SHALL NOT BE USED FOR DUST CONTROL. BEYLER CONSULTING CONTACT phone: 253-301-4157 OFFICE fax: 253-336-3950 5920 100TH ST SW, STE 25 beylerconsulting.com Lakewood, WA 98499 VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/1991 DATU M COMPACTED SUBSOILS MUST BE SCARIFIED AT LEAST 4 INCHES BELOW THE 8 INCH DEEP AMENDED LAYER (FOR A FINISHED UNCOMPACTED DEPTH OF 12 INCHES. THE ORGANIC CONTENT FOR "PRE -APPROVED" AMENDMENT RATES SHALL BE MET USING COMPOST THAT MEETS THE DEFINITION FOR "COMPOSTED MATERIALS" IN WAC 173-350, SECTION 220. THE COMPOST MUST ALSO HAVE AN ORGANIC MATTER CONTENT OF 35% TO 6501o, AND A CARBON TO NITROGEN RATIO BELOW 25:1 SOURCE: CITY OF RENTON AMENDMENTS TO THE KING CO SWDM, REFERENCE 7-B 1. PRE -CONSTRUCTION MEETING. 2. POST SIGN WITH NAME AND PHONE NUMBER OF ESC SUPERVISOR (MAYBE CONSOLIDATED WITH THE REQUIRED NOTICE OF CONSTRUCTION SIGN). 3. FLAG OR FENCE CLEARING LIMITS. 4. INSTALL CATCH BASIN PROTECTION AS SHOWN ON PLAN. 5. GRADE AND INSTALL CONSTRUCTION ENTRANCE(S). 6. INSTALL PERIMETER PROTECTION (SILT FENCE, BRUSH BARRIER, ETC.). 7. CONSTRUCT SEDIMENT TRAPS AS SHOWN ON PLANS. 8. GRADE AND STABILIZE CONSTRUCTION ROADS. 9. CONSTRUCT SURFACE WATER CONTROLS (INTERCEPTOR DIKES, PIPE SLOPE DRAINS, ETC.) SIMULTANEOUSLY WITH CLEARING AND GRADING FOR PROJECT DEVELOPMENT AS SHOWN ON PLANS. 10. MAINTAIN EROSION CONTROL MEASURES IN ACCORDANCE WITH APPENDIX D OF THE 2009 KING COUNTY SURFACE WATER DESIGN MANUAL AND MANUFACTURER'S RECOMMENDATIONS. 11. RELOCATE EROSION CONTROL MEASURES OR INSTALL NEW MEASURES SO THAT AS SITE CONDITIONS CHANGE THE EROSION AND SEDIMENT CONTROL IS ALWAYS IN ACCORDANCE WITH THE CITY'S EROSION AND SEDIMENT CONTROL STANDARDS. 12. COVER ALL AREAS THAT WILL BE UNWORKED FOR MORE THAN SEVEN DAYS DURING THE DRY SEASON OR TWO DAYS DURING THE WET SEASON WITH STRAW, WOOD FIBER MULCH, COMPOST, PLASTIC SHEETING OR EQUIVALENT. 13. STABILIZE ALL AREAS THAT REACH FINAL GRADE WITHIN SEVEN DAYS. 14. SEED OR SOD ANY AREAS TO REMAIN UNWORKED FOR MORE THAN 30 DAYS. 15. UPON COMPLETION OF THE PROJECT, ALL DISTURBED AREAS MUST BE STABILIZED AND BMPS REMOVED. WITHIN 30 DAYS OF COMPLETION OF GRADING WORK, THE APPLICANT SHALL HYDROSEED OR PLANT AN APPROPRIATE GROUND COVER OVER ANY PORTION OF THE SITE THAT IS GRADED OR CLEARED OF VEGETATION AND WHERE NO FURTHER CONSTRUCTION WILL OCCUR WITHIN 90 DAYS. ALTERNATIVE MEASURES SUCH AS MULCH, SODDING, OR PLASTIC COVERING AS SPECIFIED IN THE CURRENT KING COUNTY SURFACE WATER MANAGEMENT DESIGN MANUAL AS ADOPTED BY THE CITY OF RENTON MAY BE PROPOSED BETWEEN THE DATES OF NOVEMBER 1ST AND MARCH 31 ST OF EACH YEAR. THE DEVELOPMENT SERVICES DIVISION'S APPROVAL THIS WORK IS REQUIRED PRIOR TO FINAL INSPECTION AND APPROVAL OF THE PERMIT. LIMIT HAUL HOURS BETWEEN 8:30 AM TO 3:30 PM, MONDAY THROUGH FRIDAY UNLESS OTHERWISE APPROVED BY THE DEVELOPMENT SERVICES DIVISION PER RMC SECTION 4-4-030.C.2. CONSTRUCTION ACTIVITIES SHALL BE RESTRICTED TO THE HOURS BETWEEN 7 AM AND 8 PM, MONDAY THROUGH FRIDAY. WORK ON SATURDAYS SHALL BE RESTRICTED TO THE HOURS BETWEEN 9 AM AND 8 PM. NO WORK SHALL BE PERMITTED ON SUNDAYS. SATURDAY HAULING AND WORK IS BY PERMISSION ONLY. N T O O O II T Q J - R 24 39 2 0 IN COMPLIANCE WITH CITY OF RENTON STANDARDS DEVELOPMENT ENGINEERING LkreVarns05/04/2018 RFACE WATER UTILITY �, 4 (Fitz -James 04/30/2018 ~ < Aomftlk CITY OF BOUN SHORT PLAT RENTON CONSTRUCTION PLANS LUA16-000124, SHPL-A, U16-006297 Planning/Building/Public Works Dept. TEMPORARY EROSION AND SEDIMENT CONTROL PLAN (TESL) O DATE: 12/14/2017 = FIELDBOOK: NA C/) PAGE: NA 7 `� DRAWING NO: C2 SHEET: 2 OF:1 M M N W O 0 N 0 V) (n W m L N N 0 U 6 C1. r o V) 0 0 M (0 O N I m i V) N rn 3 0 0 m w / w 0 / 0 a 0 0 N CD 0 ]C Y 0 O N I 0 i 0 O 0 I N U a` i X w a Z J SOURCE: CITY OF RENTON AMENDMENTS TO THE KING CO SWDM, REFERENCE 7-B 1. THESE NOTES SHALL APPEAR FOR ALL PROJECTS - SITE IMPROVEMENTS, SURFACE WATER UTILITY, WASTEWATER UTILITY, WATER UTILITY, AND TRANSPORTATION PLANS: 2. BEFORE ANY CONSTRUCTION OR DEVELOPMENT ACTIVITY OCCURS, 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 2009 KING COUNTY 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 TOUGH SEPTEMBER 30) SHALL BE IMMEDIATELY STABILIZED WITH THE APPROVED ESC COVER METHODS (E. G., SEEDING, MULCHING, PLASTIC COVERING, ETC.). 9. WET SEASON SEASONAL EROSION AND SEDIMENT CONTROL REQUIREMENTS APPLY TO ALL CONSTRUCTION SITES CLEARING BETWEEN OCTOBER 1 AND MARCH 30 INCLUSIVE, UNLESS OTHERWISE APPROVED BY THE CITY THROUGH AN ADJUSTMENT PROCESS. 10. COVER MEASURES WILL BE APPLIED IN CONFORMANCE WITH APPENDIX D OF THE 2009 KING COUNTY 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 1ST THROUGH MARCH 30TH, ALL PROJECT DISTRIBUTED SOIL AREAS GREATER, THAT ARE TO BE LEFT UN -WORKED FOR MORE THAN 12 HOURS, SHALL BE COVERED BY MULCH, SODDING OR PLASTIC COVERING. 15. ANY PERMANENT RETENTION/DETENTION FACILITY USED AS A TEMPORARY SETTLING BASIN SHALL BE MODIFIED WITH THE NECESSARY EROSION CONTROL MEASURES AND SHALL 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. 17. ALL ESC MEASURES MUST BE REMOVED AFTER CONSTRUCTION ACTIVITY IS COMPLETE. A PORTION OF SECTION 10, TOWNSHIP 23 N., RANGE 05 E., W.M. JOINTS IN FILTER FABRIC SHALL BE SPLICED AT �Z STS Si _T USE SnrrnLEu:n RE RTN'GRS, Ore 2W" BY 14 Ge. WIRE OR EQUIVALENT, IF STANDARD STRENGTH FABRIC USED FILTER FABRIC NOTES 1. CONDITION OF USE 1.1. SILT FENCE MAY BE USED DOWNSLOPE OF ALL DISTURBED AREAS. 1.2. SLT FENCE IS NOT INTENDED TO TREAT CONCENTRATED FLOWS, NOR IS INTENDED TO TREAT SUBSTANTIAL AMOUNTS OF OVERLAND FLOW. ANY CONCENTRATED FLOW MOST BE CONVEYED THROUGH THE DRAINAGE SYSTEM TO A SEDIMENT TRAP OR POND. 2. DESIGN AND INSTALLATION SPECIFICATIONS 2.1. THE GEOTEXTILE USED MOST MET THE STANDARD LISTED BELLOW. A COPY OF THE MANUFACTURER'S FABRIC SPECIFICATIONS MOST BE AVAILABLE ON SITE. AOS(ASTM D4751) 30-10051EVESIZE (O.fiO-a15MM) FOR SILTFILM 50-10051EVESIZE (0.30-B15MM) FOR OTHER FABRICS WATERPERMRTIVITY ASTM 3491 0.02SEC-1 MINIMUM GRABTENSILESTRENCHT(ASTMD4632) 18DLBS.MIN. FOR DRRASTRENGH FABRIC 100 LBS. MIN. FOR STANDARD STRENGHT FABRIC GRAB TENSILE ELONGATION ASTM D4632)130% MAX. ULTRAVIOLATE RESISTANCE (ASTM D4355)170% MIN. 2.2. STANDARD STRENGTH FABRIC REQUIRES WIRE BACKING TO INCREASE THE STRENGTH OF THE FENCE. WIRE BACKING OR CLOSER POST SPACING MAY BE REQUIRED FOR EXTRA STRENGTH FABRIC IF FIELD PERFORMANCE WARRANTS A STRONGER FENCE. 2.3. WHERE THE FENCE IS INSTALLED, THE SLOPE SHALL NOT BE STEEPER THAN 21HAV 2.4. IF A TYPICAL SILT FENCE IS USED, THE STANDARD 4X4 TRENCH MAY NOT BE REDUCED AS LONG AS THE BOTTOM 8 INCHES OF THE SILT FENCE IS WELL BURIED AND SECURE IN A TRENCH THAT STABILIZES THE FENCE AND DOES NOT ALLOW WATER TO BYPASS OR UNDERMINE THE SILT FENCE. 3. MAINTENANCE STANDARDS 3.1. ANY DAMAGE SHALL BE REPAIR IMMEDIATELY. 3.2. IF CONCENTRATED FLOES ARE EVIDENT UPHILL OD THE FENCE, THEY MUST BE INTERCEPTED AND CONVEYED TO A SEDIMENT TRAP OR POND. 3.3. IT IS IMPORTANT TO CHECK THE UPHILL SIDE OF THE FENCE FOR SIGNS OF THE FENCE CLOGGING AND ACTING AS A BARRIER TO FLOW AND THEN CAUSING CHANNELIZATION OF FLOWS PARALLEL TO THE FENCE. IF THIS OCCURS, REPLACE THE FENCE OR REMOVED THE TRAP SEDIMENT. 3.4. SEDIMENT MOST BE REMOVED WHEN SEDIMENT IS 6 INCHES HIGH. 3.5. IF THE FILTER FABRIC (GEOTEXTILE) HAS DETERIORATED DUE TO ULTRAVIOLET BREAKDOWN, IT SHALL BE REPLACED. 8pti Y S � � � PUBLIC WORKS SILT FENCE TD. PLAN - 214.00 DEPARTMENT ,t0 MARCH 2008 ROLL DEPEI TYPE kY. 8"-10" DIA. (2001 SEDIMENT, ORGANIC MATTER, AND NATIVE SEEDS ARE CAPTURED BEHIND THE ROLLS STRAW ROLLS MUST BE PLACED ALONG SLOPE CONTOURS LIVE STAKE ADJACENT ROLLS SHALL TIGHTLY ABUT NOTES 1"x 1" STAKE 1.CONDITION OF USE 1.1. SEEDING SHALL BE USED THROUGH THE PROJECT ON DISTURBED AREAS THAT HAVE REACHED FINAL GRADE OR THAT WILL REMAIN UNWORKED FOR MORE THAN 30 DAYS. 1.2. VEGETATION -LINED CHANNELS SHALL BE SEEDED. CHANNELS THAT WILL BE VEGETATED SHOULD BE INSTALLED BEFORE MAJOR EARTHWORK AND HYDROSEEDED OR COVERED WITH A BONDED FIBER MATRIX (BFM) 1.3. RETENTION / DETENTION PONDS SHALL BE SEEDED AS REQUIRED. 1.4. AT THE CITY'S DISCRETION, SEEDING WITHOUT MULCH DURING THE DRY SEASON IS ALLOWED EVEN THOUGH IT WILL TAKE MORE THAN SEVEN DAYS TO DEVELOP AN EFFECTIVE COVER. 1.5. AT THE BEGINNING OF THE WET SEASON, ALL DISTURBANCES AREAS SHALL BE REVIEWED TO IDENTIFY WHICH ONES CAN BE SEEDED IN PREPARATION FOR THE WINTER RAINS. DISTURBED AREAS SHOULD BE SEEDED WITHIN A WEEK OF BEGINNING OF THE WET SEASON. AT FINAL SITE STABILIZATION, ALL DISTURBED AREAS NOT OTHERWISE VEGETATED OR STABILIZED SHALL BE SEEDED AND MULCHED. 2.DESIGN AND INSTALLATION SPECIFICATIONS 2.1. THE BEST TIME TO SEED IS APRIL 1 THROUGH JUNE 30, AND SEPTEMBER 1 THROUGH OCTOBER 15. AREAS MAYBE SEEDED BETWEEN JULY 1 AND AUGUST 31, BUT IRRIGATION MAYBE REQUIRED IN ORDER TO GROW ADEQUATE COVER. AREAS MAY ALSO BE SEEDED DURING THE WINTER MONTHS, BUT IT MIGHT TAKE SEVERAL MONTHS TO DEVELOP A DENSE GROUNDCOVER DUE TO COLD TEMPERATURES. 2.2. TO PREVENT SEED FROM BEING WASHED AWAY CONFIRMED THAT ALL REQUIRED SURFACE WATER CONTROL MEASURES HAVE BEEN INSTALLED. 2.3. THE SEEDBED SHOULD BE FIRM BUT NOT COMPACTED. 2.4. IN GENERAL, 10 -20 -20N -P -K FERTILIZER MAY BE USED AT A RATE OF 90 POUNDS PER ACRE. IT IS RECOMMENDED THAT AREAS BEING SEEDED FOR FINAL LANDSCAPING CONDUCT SOIL TO DETERMINE THE EXACT TYPE AND QUANTITY OF FERTILIZER NEEDED. DISTURBED AREAS WITHIN 200 FEET OF WATER BODIES AND WETLANDS MUST USE SLOW RELEASE LO -PHOSPHORUS FERTILIZER. 2.5. THE FOLLOWING REQUIREMENTS APPLY FOR MULCHING 2.5.1. MULCH IS ALWAYS REQUIRED FOR SEEDING SLOPES GREATER THAN 31HA V 2.5.2. IF SEEDING DURING WET SEASON MULCH IS REQUIRED 2.5.3. THE USE OF MULCH MAY BE REQUIRED DURING WET SEASON AT THE CITY'S DISCRETION IF GRASS GROWTH IS EXPECTED TO BE SLOW, THE SOILS ARE HIGHLY ERODIBLE DUE TO SOIL TYPE OR GRADIENT, THERE IS A WATER BODY CLOSE TO THE DISTURBED AREA, OR SIGNIFICANT PRECIPITATION IS ANTICIPATED BEFORE THE GRASS WILL PROVIDE EFFECTIVE COVER. 2.5.4. MULCH MAY BE APPLIED IN TOP OF THE SEED OR SIMULTANEOUSLY BY HYDROSEEDING. 2.6. HYDROSEEDING IS ALLOWED AS LONG AS TRACKIFIER IS INCLUDED. HYDROSEEDING WITH WOOD FIBER MULCH IS ADEQUATE DURING THE DRY SEASON. HYDROSEEDING WITH WOOD FIBER MULCH IS ADEQUATE DURING THE DRY SEASON. DURING THE WET SEASON, THE APPLICATION RATE SHOULD BE DOUBLED. IT MIGHT BE NECESSARY IN SOME APPLICATIONS TO INCLUDE STRAW WITH THE WOOD FIBER, BUT THIS CAN BE DETERMINED TO GERMINATION. 2.7. AREAS TO BE PERMANENTLY LANDSCAPED SHALL USE SOIL AMENDMENTS. GOOD QUALITY TOPSOIL SHALL BE TILLED INTO THE TOP SIX INCHES TO REDUCE THE NEED FOR FERTILIZER AND IMPROVED THE OVERALL SOIL QUALITY. MOST NATIVE SOILS WILL REQUIRE THE ADDITION OF 4 INCHES OF WELL -ROTTED COMPOST TO BE TILLED INTO THE SOIL TO PROVIDE A GOOD QUALITY TOPSOIL. S PUBLIC WORKS STRAW WATTLES STD. PLAN - 213.40 DEPARTMENT MARCH 2008 6/MMAAX. MINIMUM 4X4' TRENCH - H/ 10T020HAV BACKFILLTRENCHWITH POST SPACING MAY BE INCREASED (4TO 10)HAV NATIVE SOIL TO V IF WIRE BACKING IS USED �QP� OF R -O -W PRIOR TO INSTALLATION OF THE CONSTRUCTION ENTRANCE TO AVOID `S,1tNG F* / DAMAGING OF THE ROADWAY 2"x4" WOOD POSTS, STEEL FENCE IT IS RECOMMENDED THAT THE R = 26 MIN. POSTS, REBAR OR EQUIVALENT NOTES 1. CONDITION OF USE 1.1. SILT FENCE MAY BE USED DOWNSLOPE OF ALL DISTURBED AREAS. 1.2. SLT FENCE IS NOT INTENDED TO TREAT CONCENTRATED FLOWS, NOR IS INTENDED TO TREAT SUBSTANTIAL AMOUNTS OF OVERLAND FLOW. ANY CONCENTRATED FLOW MOST BE CONVEYED THROUGH THE DRAINAGE SYSTEM TO A SEDIMENT TRAP OR POND. 2. DESIGN AND INSTALLATION SPECIFICATIONS 2.1. THE GEOTEXTILE USED MOST MET THE STANDARD LISTED BELLOW. A COPY OF THE MANUFACTURER'S FABRIC SPECIFICATIONS MOST BE AVAILABLE ON SITE. AOS(ASTM D4751) 30-10051EVESIZE (O.fiO-a15MM) FOR SILTFILM 50-10051EVESIZE (0.30-B15MM) FOR OTHER FABRICS WATERPERMRTIVITY ASTM 3491 0.02SEC-1 MINIMUM GRABTENSILESTRENCHT(ASTMD4632) 18DLBS.MIN. FOR DRRASTRENGH FABRIC 100 LBS. MIN. FOR STANDARD STRENGHT FABRIC GRAB TENSILE ELONGATION ASTM D4632)130% MAX. ULTRAVIOLATE RESISTANCE (ASTM D4355)170% MIN. 2.2. STANDARD STRENGTH FABRIC REQUIRES WIRE BACKING TO INCREASE THE STRENGTH OF THE FENCE. WIRE BACKING OR CLOSER POST SPACING MAY BE REQUIRED FOR EXTRA STRENGTH FABRIC IF FIELD PERFORMANCE WARRANTS A STRONGER FENCE. 2.3. WHERE THE FENCE IS INSTALLED, THE SLOPE SHALL NOT BE STEEPER THAN 21HAV 2.4. IF A TYPICAL SILT FENCE IS USED, THE STANDARD 4X4 TRENCH MAY NOT BE REDUCED AS LONG AS THE BOTTOM 8 INCHES OF THE SILT FENCE IS WELL BURIED AND SECURE IN A TRENCH THAT STABILIZES THE FENCE AND DOES NOT ALLOW WATER TO BYPASS OR UNDERMINE THE SILT FENCE. 3. MAINTENANCE STANDARDS 3.1. ANY DAMAGE SHALL BE REPAIR IMMEDIATELY. 3.2. IF CONCENTRATED FLOES ARE EVIDENT UPHILL OD THE FENCE, THEY MUST BE INTERCEPTED AND CONVEYED TO A SEDIMENT TRAP OR POND. 3.3. IT IS IMPORTANT TO CHECK THE UPHILL SIDE OF THE FENCE FOR SIGNS OF THE FENCE CLOGGING AND ACTING AS A BARRIER TO FLOW AND THEN CAUSING CHANNELIZATION OF FLOWS PARALLEL TO THE FENCE. IF THIS OCCURS, REPLACE THE FENCE OR REMOVED THE TRAP SEDIMENT. 3.4. SEDIMENT MOST BE REMOVED WHEN SEDIMENT IS 6 INCHES HIGH. 3.5. IF THE FILTER FABRIC (GEOTEXTILE) HAS DETERIORATED DUE TO ULTRAVIOLET BREAKDOWN, IT SHALL BE REPLACED. 8pti Y S � � � PUBLIC WORKS SILT FENCE TD. PLAN - 214.00 DEPARTMENT ,t0 MARCH 2008 ROLL DEPEI TYPE kY. 8"-10" DIA. (2001 SEDIMENT, ORGANIC MATTER, AND NATIVE SEEDS ARE CAPTURED BEHIND THE ROLLS STRAW ROLLS MUST BE PLACED ALONG SLOPE CONTOURS LIVE STAKE ADJACENT ROLLS SHALL TIGHTLY ABUT NOTES 1"x 1" STAKE 1.CONDITION OF USE 1.1. SEEDING SHALL BE USED THROUGH THE PROJECT ON DISTURBED AREAS THAT HAVE REACHED FINAL GRADE OR THAT WILL REMAIN UNWORKED FOR MORE THAN 30 DAYS. 1.2. VEGETATION -LINED CHANNELS SHALL BE SEEDED. CHANNELS THAT WILL BE VEGETATED SHOULD BE INSTALLED BEFORE MAJOR EARTHWORK AND HYDROSEEDED OR COVERED WITH A BONDED FIBER MATRIX (BFM) 1.3. RETENTION / DETENTION PONDS SHALL BE SEEDED AS REQUIRED. 1.4. AT THE CITY'S DISCRETION, SEEDING WITHOUT MULCH DURING THE DRY SEASON IS ALLOWED EVEN THOUGH IT WILL TAKE MORE THAN SEVEN DAYS TO DEVELOP AN EFFECTIVE COVER. 1.5. AT THE BEGINNING OF THE WET SEASON, ALL DISTURBANCES AREAS SHALL BE REVIEWED TO IDENTIFY WHICH ONES CAN BE SEEDED IN PREPARATION FOR THE WINTER RAINS. DISTURBED AREAS SHOULD BE SEEDED WITHIN A WEEK OF BEGINNING OF THE WET SEASON. AT FINAL SITE STABILIZATION, ALL DISTURBED AREAS NOT OTHERWISE VEGETATED OR STABILIZED SHALL BE SEEDED AND MULCHED. 2.DESIGN AND INSTALLATION SPECIFICATIONS 2.1. THE BEST TIME TO SEED IS APRIL 1 THROUGH JUNE 30, AND SEPTEMBER 1 THROUGH OCTOBER 15. AREAS MAYBE SEEDED BETWEEN JULY 1 AND AUGUST 31, BUT IRRIGATION MAYBE REQUIRED IN ORDER TO GROW ADEQUATE COVER. AREAS MAY ALSO BE SEEDED DURING THE WINTER MONTHS, BUT IT MIGHT TAKE SEVERAL MONTHS TO DEVELOP A DENSE GROUNDCOVER DUE TO COLD TEMPERATURES. 2.2. TO PREVENT SEED FROM BEING WASHED AWAY CONFIRMED THAT ALL REQUIRED SURFACE WATER CONTROL MEASURES HAVE BEEN INSTALLED. 2.3. THE SEEDBED SHOULD BE FIRM BUT NOT COMPACTED. 2.4. IN GENERAL, 10 -20 -20N -P -K FERTILIZER MAY BE USED AT A RATE OF 90 POUNDS PER ACRE. IT IS RECOMMENDED THAT AREAS BEING SEEDED FOR FINAL LANDSCAPING CONDUCT SOIL TO DETERMINE THE EXACT TYPE AND QUANTITY OF FERTILIZER NEEDED. DISTURBED AREAS WITHIN 200 FEET OF WATER BODIES AND WETLANDS MUST USE SLOW RELEASE LO -PHOSPHORUS FERTILIZER. 2.5. THE FOLLOWING REQUIREMENTS APPLY FOR MULCHING 2.5.1. MULCH IS ALWAYS REQUIRED FOR SEEDING SLOPES GREATER THAN 31HA V 2.5.2. IF SEEDING DURING WET SEASON MULCH IS REQUIRED 2.5.3. THE USE OF MULCH MAY BE REQUIRED DURING WET SEASON AT THE CITY'S DISCRETION IF GRASS GROWTH IS EXPECTED TO BE SLOW, THE SOILS ARE HIGHLY ERODIBLE DUE TO SOIL TYPE OR GRADIENT, THERE IS A WATER BODY CLOSE TO THE DISTURBED AREA, OR SIGNIFICANT PRECIPITATION IS ANTICIPATED BEFORE THE GRASS WILL PROVIDE EFFECTIVE COVER. 2.5.4. MULCH MAY BE APPLIED IN TOP OF THE SEED OR SIMULTANEOUSLY BY HYDROSEEDING. 2.6. HYDROSEEDING IS ALLOWED AS LONG AS TRACKIFIER IS INCLUDED. HYDROSEEDING WITH WOOD FIBER MULCH IS ADEQUATE DURING THE DRY SEASON. HYDROSEEDING WITH WOOD FIBER MULCH IS ADEQUATE DURING THE DRY SEASON. DURING THE WET SEASON, THE APPLICATION RATE SHOULD BE DOUBLED. IT MIGHT BE NECESSARY IN SOME APPLICATIONS TO INCLUDE STRAW WITH THE WOOD FIBER, BUT THIS CAN BE DETERMINED TO GERMINATION. 2.7. AREAS TO BE PERMANENTLY LANDSCAPED SHALL USE SOIL AMENDMENTS. GOOD QUALITY TOPSOIL SHALL BE TILLED INTO THE TOP SIX INCHES TO REDUCE THE NEED FOR FERTILIZER AND IMPROVED THE OVERALL SOIL QUALITY. MOST NATIVE SOILS WILL REQUIRE THE ADDITION OF 4 INCHES OF WELL -ROTTED COMPOST TO BE TILLED INTO THE SOIL TO PROVIDE A GOOD QUALITY TOPSOIL. S PUBLIC WORKS STRAW WATTLES STD. PLAN - 213.40 DEPARTMENT MARCH 2008 INSTALL DRIVEW1 IS A ROADSIDE DI PER CITY ROAD S 'x -" '^"'^"'=RR ----------- PROVIDEFULLWIDTHOF NOTES INGRESS/EGRESS AREA 1. CONDITION OF USE 1.1. CONSTRUCTION ENTRANCE SHALL BE STABILIZED WHEREVER TRAFFIC WILL BE LEAVING A CONSTRUCTION SITE AND TRAVELING ON PAVED ROADS OR OTHER PAVED AREAS WITHIN 1,000 FEET OF THE SITE. GRABTENSILE STREBNGTH(ASTM D4751) 1 200 PSI MIN. GRABTENSILE ELONGATION(ASTM D4632) 30%MAX. MULLEN BURST STRENGTH (ASTM D3786 -80A) 1400 PSI MIN. AOS (ASTM D4751) 20-45 (U.S. STANDARD SIEVE SIZE) 2. DESIGN AND INSTALLATION SPECIFICATIONS 2.1. HOG FUEL (WOOD BASED MULCH) MAY BE SUBSTITUTED FOR OR COMBINED WITH QUARRY SPALLS IN ARES THAT WILL BOT BE USED FOR PERMANENT ROADS. HOG FUEL IS NOT RECOMMENDED FOR ENTRANCE STABILIZATION IN URBAN AREAS. THE INSPECTOR MAY AT ANY TIME REQUIRE THE USE OF QUARRY SPALLS IF THE HOG FUEL IS NOT PREVENTING SEDIMENT FROM BEING TRACKED ONTO PAVEMENT OR IF THE HOG FUEL IS BEING CARRIED ONTO PAVEMENT. 2.2. FENCING SHALL BE INSTALLED AS NECESSARY TO RESTRICT TRAFFIC TO THE CONSTRUCTION ENTRANCE. 2.3. WHENEVER POSSIBLE, THE ENTRANCE SHALL BE CONSTRUCTED ON A FIRM, COMPACTED SUBGRADE. THIS CAN SUBSTANTIALLY INCREASE THE EFFECTIVENESS OF THE PAD AND REDUCE THE NEED FOR MAINTENANCE. 3. MAINTENANCE STANDARDS 3.1. QUARRY SPALLS SHALL BE ADDED IF THE PAD IS NO LONGER IN ACCORDANCE WITH THE SPECIFICATIONS. 3.2. IF THE ENTRANCE IS NOT PREVENTING SEDIMENT BEING TRACKED ONTO PAVEMENT, THEN ALTERNATIVE MEASURES TO KEEP THE STREETS FREE OF SEDIMENT SHALL BE USED. THIS MAY INCLUDE STREET SWEEPING, AN INCREASE IN THE DIMENSIONS OF THE ENTRANCE, OR THE INSTALLATION OF THE WHEEL WASH. IF WASHING IS USED, IT SHALL BE DONE ON AN AREA COVERED WITH CRUSHED ROCK, AND WASHED WATER SHALL DRAIN TO A SEDIMENT TRAP OR POND. 3.3. ANY SEDIMENT THAT IS TRACKED ONTO PAVEMENT SHALL BE REMOVED IMMEDIATELY BY SWEEPING. THE SEDIMENT COLLECTED BY SWEEPING SHALL BE REMOVED OR STABILIZED ON SITE. THE PAVEMENT SHALL NOT BE CLEANED BY WASHING DOWN THE STREET, EXCEPT WHEN SWEEPING IS INEFFECTIVE AND THERE IS A THREAT TO PUBLIC SAFETY. IF IT NECESSARY TO WASH THE STREETS, A SMALL SUMP MUST BE CONDUCTED. THE SEDIMENT WOULD THEN BE WASHED INTO THE SUMP WHERE IT CAN BE CONTROLLED AND DISCHARGED APPROPRIATELY. 3.4. ANY QUARRY SPALLS THAT ARE LOOSENED FROM THE PAD AND END UP ON THE ROADWAY SHALL BE REMOVED IMMEDIATELY. 3.5. IF VEHICLES ARE ENTERING OR EXITING THE SITES AT POINTS OTHER THAN THE CONSTRUCTION ENTRANCE(S), FENCING SHALL BE INSTALLED TO CONTROL TRAFFIC. pti Y PUBLIC WORKS STABILIZED STD. PLAN - 215.10 DEPARTMENT CONSTRUCTION ENTRANCE ,t0 MARCH 2008 2:1 MAX. SLOPE Y MIN. SWALE SPACING DEPENDS ON SLOPE GRADIENT NOTES 1. CONDITION OF USE 1.1. REQUIRED AT: 1.1.1. THE TOP OF ALL SLOPES IN EXCESS OF 3H:1V AND WITH MORE THAN 20 FEET OF VERTICAL RELIEF. 1.1.2. AT INTERVALS ON ANY SLOPES THAT EXCEEDS THE DIMENSIONS SPECIFIED BELLOW. AVERAGESLOPE SLOPEPERCENT FLOWPATHIENGTH 20H:1V 3-5% 300 FEET 10T020HAV 5-10% 200 FEET (4TO 10)HAV 10-25% DRIVEWAYS SHALL BE PAVED TO THE EDGE �QP� OF R -O -W PRIOR TO INSTALLATION OF THE CONSTRUCTION ENTRANCE TO AVOID `S,1tNG F* / DAMAGING OF THE ROADWAY IT IS RECOMMENDED THAT THE R = 26 MIN. ENTRANCE BE CROWNED SO THAT RUNOFF DRAINS OFF THE PAD INSTALL DRIVEW1 IS A ROADSIDE DI PER CITY ROAD S 'x -" '^"'^"'=RR ----------- PROVIDEFULLWIDTHOF NOTES INGRESS/EGRESS AREA 1. CONDITION OF USE 1.1. CONSTRUCTION ENTRANCE SHALL BE STABILIZED WHEREVER TRAFFIC WILL BE LEAVING A CONSTRUCTION SITE AND TRAVELING ON PAVED ROADS OR OTHER PAVED AREAS WITHIN 1,000 FEET OF THE SITE. GRABTENSILE STREBNGTH(ASTM D4751) 1 200 PSI MIN. GRABTENSILE ELONGATION(ASTM D4632) 30%MAX. MULLEN BURST STRENGTH (ASTM D3786 -80A) 1400 PSI MIN. AOS (ASTM D4751) 20-45 (U.S. STANDARD SIEVE SIZE) 2. DESIGN AND INSTALLATION SPECIFICATIONS 2.1. HOG FUEL (WOOD BASED MULCH) MAY BE SUBSTITUTED FOR OR COMBINED WITH QUARRY SPALLS IN ARES THAT WILL BOT BE USED FOR PERMANENT ROADS. HOG FUEL IS NOT RECOMMENDED FOR ENTRANCE STABILIZATION IN URBAN AREAS. THE INSPECTOR MAY AT ANY TIME REQUIRE THE USE OF QUARRY SPALLS IF THE HOG FUEL IS NOT PREVENTING SEDIMENT FROM BEING TRACKED ONTO PAVEMENT OR IF THE HOG FUEL IS BEING CARRIED ONTO PAVEMENT. 2.2. FENCING SHALL BE INSTALLED AS NECESSARY TO RESTRICT TRAFFIC TO THE CONSTRUCTION ENTRANCE. 2.3. WHENEVER POSSIBLE, THE ENTRANCE SHALL BE CONSTRUCTED ON A FIRM, COMPACTED SUBGRADE. THIS CAN SUBSTANTIALLY INCREASE THE EFFECTIVENESS OF THE PAD AND REDUCE THE NEED FOR MAINTENANCE. 3. MAINTENANCE STANDARDS 3.1. QUARRY SPALLS SHALL BE ADDED IF THE PAD IS NO LONGER IN ACCORDANCE WITH THE SPECIFICATIONS. 3.2. IF THE ENTRANCE IS NOT PREVENTING SEDIMENT BEING TRACKED ONTO PAVEMENT, THEN ALTERNATIVE MEASURES TO KEEP THE STREETS FREE OF SEDIMENT SHALL BE USED. THIS MAY INCLUDE STREET SWEEPING, AN INCREASE IN THE DIMENSIONS OF THE ENTRANCE, OR THE INSTALLATION OF THE WHEEL WASH. IF WASHING IS USED, IT SHALL BE DONE ON AN AREA COVERED WITH CRUSHED ROCK, AND WASHED WATER SHALL DRAIN TO A SEDIMENT TRAP OR POND. 3.3. ANY SEDIMENT THAT IS TRACKED ONTO PAVEMENT SHALL BE REMOVED IMMEDIATELY BY SWEEPING. THE SEDIMENT COLLECTED BY SWEEPING SHALL BE REMOVED OR STABILIZED ON SITE. THE PAVEMENT SHALL NOT BE CLEANED BY WASHING DOWN THE STREET, EXCEPT WHEN SWEEPING IS INEFFECTIVE AND THERE IS A THREAT TO PUBLIC SAFETY. IF IT NECESSARY TO WASH THE STREETS, A SMALL SUMP MUST BE CONDUCTED. THE SEDIMENT WOULD THEN BE WASHED INTO THE SUMP WHERE IT CAN BE CONTROLLED AND DISCHARGED APPROPRIATELY. 3.4. ANY QUARRY SPALLS THAT ARE LOOSENED FROM THE PAD AND END UP ON THE ROADWAY SHALL BE REMOVED IMMEDIATELY. 3.5. IF VEHICLES ARE ENTERING OR EXITING THE SITES AT POINTS OTHER THAN THE CONSTRUCTION ENTRANCE(S), FENCING SHALL BE INSTALLED TO CONTROL TRAFFIC. pti Y PUBLIC WORKS STABILIZED STD. PLAN - 215.10 DEPARTMENT CONSTRUCTION ENTRANCE ,t0 MARCH 2008 2:1 MAX. SLOPE Y MIN. SWALE SPACING DEPENDS ON SLOPE GRADIENT NOTES 1. CONDITION OF USE 1.1. REQUIRED AT: 1.1.1. THE TOP OF ALL SLOPES IN EXCESS OF 3H:1V AND WITH MORE THAN 20 FEET OF VERTICAL RELIEF. 1.1.2. AT INTERVALS ON ANY SLOPES THAT EXCEEDS THE DIMENSIONS SPECIFIED BELLOW. AVERAGESLOPE SLOPEPERCENT FLOWPATHIENGTH 20H:1V 3-5% 300 FEET 10T020HAV 5-10% 200 FEET (4TO 10)HAV 10-25% 100 FEET (2TO4)H:IV 1 25-50% 50 FEET 2. DESIGN AND INSTALLATION SPECIFICATIONS 2.1. FOR SLOPES STEEPER THAN 2H:1 V WITH MORE THAN 10 FEET OF VERTICAL RELIEF, BENCHES MAYBE CONSTRUCTED OR CLOSER SPACED INTERCEPTOR SWALES MAYBE USED. THE DESIRE MEASURE MOST BE DESIGNED BY AN ENGINEER TO EFFECTIVELY INTERCEPT THE HIGH VELOCITY RUNOFF TO A SEDIMENT POND OR TRAP. 2.2. CONSTRUCTION TRAFFIC OVER TEMPORARY SWALES SHALL BE MINIMIZED. 3. MAINTENANCE STANDARDS 3.1. DAMAGE RESULTING FROM RUNOFF OR CONSTRUCTION ACTIVITY SHALL BE REPAIRED IMMEDIATELY. 3.2. IF THE FACILITY DO NOT REGULARLY RETAIN STORM RUNOFF, THE CAPACITY AND/OR FREQUENCY OF THE SWALES SHALL BE NCREASED. pti Y � � � PUBLIC WORKS INTERCEPTOR SWALE STD. PLAN - 217.10 DEPARTMENT t0 MARCH 2008 4/25/18 Know what's below. 0111 before you dig. SURVEYED: SCALE: BEYLER CONSULT. 1 "=20' DESIGNED: DTY/KRD DRAWN: DTY/KRD ONE INCH CHECKED: AT FULL SCALE DRB IF NOT ONE INCH NO. REVISION BY DATE AP P R APPROVED: DRB SCALE ACCORDINGLY 4' MIN V OVERFLOW DEPTH 1'DEPTH Y-4"ROCK OUTFLOW CHANNEL IF CONSTRUCTED BY DEPTH 3 9'-T EXCAVATION. 1 r 1 5'MAX �TSETTIUNG EDIMENT STORAGE 1 \ _V FILTER FABRIC FENCING V DEPTH 3t4"- 1-V2" WASHED GRAVEL CROSS SECTION NTS NOTE: MAY BE CONSTRUCTED BY EXCAVATION OR BY BUILDING A BERM 8o~ Y „�, STD. PLAN PUBLIC WORKS SEDIMENT TRAP - 211.00 DEPARTMENT ,tp MARCH 2008 (REFERENCE 2005 WASHINGTON STATE DOE STORMWATER MANUAL) PURPOSE: CONCRETE WORK CAN GENERATE PROCESS WATER AND SLURRY THAT CONTAIN FINE PARTICLES AND HIGH pH, BOTH OF WHICH CAN VIOLATE WATER QUALITY STANDARDS IN THE RECEIVING WATER. THIS BMP IS INTENDED TO MINIMIZE AND ELIMINATE CONCRETE PROCESS WATER AND SLURRY FROM ENTERING WATERS OF THE STATE. DESIGN: CONCRETE TRUCK CHUTES, PUMPS AND INTERNALS SHALL BE WASHED OUT ONLY INTO FORMED AREAS AWAITING INSTALLATION OF CONCRETE OR ASPHALT. (CONCRETE TRUCK CHUTES, PUMPS, ETC. SHALL NOT BE WASHED IN SUBGRADE AREAS OF PROPOSED POROUS ASPHALT/INFILTRATION) WHEN NO FORMED AREAS ARE AVAILABLE, CONTAIN WASHWATER AND LEFTOVER PRODUCT IN A LINED CONTAINER. DISPOSE OF WASHWATER INA MANNER THAT DOES NOT VIOLATE GROUNDWATER OR SURFACE WATER QUALITY STANDARDS. UNUSED CONCRETE REMAINING IN THE TRUCK AND PUMP SHALL BE RETURNED TO THE ORIGINATING BATCH PLANT FOR RECYCLING. HAND TOOLS SHALL BE WASHED OFF ONLY INTO FORMED AREAS AWAITING INSTALLATION OF CONCRETE OR ASPHALT. EQUIPMENT THAT CANNOT BE EASILY MOVED, SUCH AS CONCRETE PAVERS, SHALL BE WASHED IN AREAS THAT DO NOT DIRECTLY DRAIN TO A NATURAL OR CONSTRUCTED STORMWATER CONVEYANCES. WASHDOWN FROM AREAS SUCH AS CONCRETE AGGREGATE DRIVEWAYS SHALL NOT DRAIN DIRECTLY TO NATURAL OR CONSTRUCTED STORMWATER CONVEYANCES. BEYLER CONSULTING CONTACT phone: 253-301-4157 OFFICE fax: 253-336-3950 5920 100TH ST SW, STE 25 beylerconsulting.com Lakewood, WA 98499 VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/1991 DATU M CITY OF RENTON Planning/Building/Public Works Dept. (REFERENCE 2005 WASHINGTON STATE DOE STORMWATER MANUAL) PURPOSE: SAWCUTTING AND SURFACING OPERATIONS GENERATE SLURRY AND PROCESS WATER THAT CONTAINS FINE PARTICLES AND HIGH pH (CONCRETE CUTTING), BOTH OF WHICH CAN VIOLATE WATER QUALITY STANDARDS IN THE RECEIVING WATER. THIS BMP IS INTENDED TO MINIMIZE AND ELIMINATE CONCRETE PROCESS WATER AND SLURRY FROM ENTERING WATERS OF THE STATE. DESIGN: VACUUM SLURRY AND CUTTINGS DURING CUTTING AND SURFACING OPERATIONS. DO NOT LEAVE SLURRY AND CUTTINGS ON PERMANENT CONCRETE OR ASPHALT PAVEMENT OVERNIGHT. DO NOT DRAIN SLURRY AND CUTTINGS TO ANY NATURAL OR CONSTRUCTED DRAINAGE CONVEYANCES. DISPOSE OF COLLECTED SLURRY AND CUTTINGS IN A MANNER THAT DOES NOT VIOLATE GROUNDWATER OR SURFACE WATER QUALITY STANDARDS. DO NOT DRAIN PROCESS WATER THAT IS GENERATED DURING HYDRO -DEMOLITION, SURFACE ROUGHENING, OR SIMILAR OPERATIONS TO ANY NATURAL OR CONSTRUCTED DRAINAGE CONVEYANCE. DISPOSE OF PROCESS WATER IN A MANNER THAT DOES NOT VIOLATE GROUNDWATER OR SURFACE WATER QUALITY STANDARDS. HANDLE AND DISPOSE OF CLEANING WASTE MATERIAL AND DEMOLITION DEBRIS IN A MANNER THAT DOES NOT CAUSE CONTAMINATION OF WATER. IF THE AREA IS SWEPT WITH A PICK-UP SWEEPER, HAUL THE MATERIAL OUT OF THE AREA TO AN APPROPRIATE DISPOSAL SITE. R-392403 IN COMPLIANCE WITH CITY OF RENTON STANDARDS N T O O O �J T Q J DEVELOPMENT ENGINEERING + 1 SURFACE WATER UTILITY (Fitz -James 04/30/2018 krevans 05/04/2018 Q J DATE: O BOUN SHORT PLAT 12/14/2017 = CONSTRUCTION PLANS FIELDBOOK:NA Cf) LUA16-000124 SHPL-A U16-006297 PAGENA TESC NOTES & DETAILS DRAWING NO:NA O SHEET: 3 OF, 19 CO 5" MAX. w DRAINAGE GRATE TRIM GRATE FRAME 4S a d SEDIMENT AND DEBRIS a OVERFLOW BYPASS BELOW INLET GRATE DEVICE FILTERED WATER .a o A 0 SECTION VIEW DRAINAGE GRATE - RECTANGULAR GRATE SHOWN RETRIEVAL SYSTEM (TYP.) BELOW INLET GRATE DEVICE OVERFLOW BYPASS (TYP.) ISOMETRIC VIEW NOTES 1. Size the Below Inlet Grate Device (BIGD) for the storm water structure it will service. 2. The BIGD shall have a built-in high-flow relief system (overflow bypass). 3. The retrieval system must allow removal of the BIGD without spilling the collected material. 4. Perform maintenance In accordance with Standard Specification 8-01.3(15). pti�Y CATCH BASIN FILTER STD. PLAN - 216.30 PUBLIC WORKS DEPARTMENT Ntp MARCH 2008 Know what's below. 0111 before you dig. SURVEYED: SCALE: BEYLER CONSULT. 1 "=20' DESIGNED: DTY/KRD DRAWN: DTY/KRD ONE INCH CHECKED: AT FULL SCALE DRB IF NOT ONE INCH NO. REVISION BY DATE AP P R APPROVED: DRB SCALE ACCORDINGLY 4' MIN V OVERFLOW DEPTH 1'DEPTH Y-4"ROCK OUTFLOW CHANNEL IF CONSTRUCTED BY DEPTH 3 9'-T EXCAVATION. 1 r 1 5'MAX �TSETTIUNG EDIMENT STORAGE 1 \ _V FILTER FABRIC FENCING V DEPTH 3t4"- 1-V2" WASHED GRAVEL CROSS SECTION NTS NOTE: MAY BE CONSTRUCTED BY EXCAVATION OR BY BUILDING A BERM 8o~ Y „�, STD. PLAN PUBLIC WORKS SEDIMENT TRAP - 211.00 DEPARTMENT ,tp MARCH 2008 (REFERENCE 2005 WASHINGTON STATE DOE STORMWATER MANUAL) PURPOSE: CONCRETE WORK CAN GENERATE PROCESS WATER AND SLURRY THAT CONTAIN FINE PARTICLES AND HIGH pH, BOTH OF WHICH CAN VIOLATE WATER QUALITY STANDARDS IN THE RECEIVING WATER. THIS BMP IS INTENDED TO MINIMIZE AND ELIMINATE CONCRETE PROCESS WATER AND SLURRY FROM ENTERING WATERS OF THE STATE. DESIGN: CONCRETE TRUCK CHUTES, PUMPS AND INTERNALS SHALL BE WASHED OUT ONLY INTO FORMED AREAS AWAITING INSTALLATION OF CONCRETE OR ASPHALT. (CONCRETE TRUCK CHUTES, PUMPS, ETC. SHALL NOT BE WASHED IN SUBGRADE AREAS OF PROPOSED POROUS ASPHALT/INFILTRATION) WHEN NO FORMED AREAS ARE AVAILABLE, CONTAIN WASHWATER AND LEFTOVER PRODUCT IN A LINED CONTAINER. DISPOSE OF WASHWATER INA MANNER THAT DOES NOT VIOLATE GROUNDWATER OR SURFACE WATER QUALITY STANDARDS. UNUSED CONCRETE REMAINING IN THE TRUCK AND PUMP SHALL BE RETURNED TO THE ORIGINATING BATCH PLANT FOR RECYCLING. HAND TOOLS SHALL BE WASHED OFF ONLY INTO FORMED AREAS AWAITING INSTALLATION OF CONCRETE OR ASPHALT. EQUIPMENT THAT CANNOT BE EASILY MOVED, SUCH AS CONCRETE PAVERS, SHALL BE WASHED IN AREAS THAT DO NOT DIRECTLY DRAIN TO A NATURAL OR CONSTRUCTED STORMWATER CONVEYANCES. WASHDOWN FROM AREAS SUCH AS CONCRETE AGGREGATE DRIVEWAYS SHALL NOT DRAIN DIRECTLY TO NATURAL OR CONSTRUCTED STORMWATER CONVEYANCES. BEYLER CONSULTING CONTACT phone: 253-301-4157 OFFICE fax: 253-336-3950 5920 100TH ST SW, STE 25 beylerconsulting.com Lakewood, WA 98499 VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/1991 DATU M CITY OF RENTON Planning/Building/Public Works Dept. (REFERENCE 2005 WASHINGTON STATE DOE STORMWATER MANUAL) PURPOSE: SAWCUTTING AND SURFACING OPERATIONS GENERATE SLURRY AND PROCESS WATER THAT CONTAINS FINE PARTICLES AND HIGH pH (CONCRETE CUTTING), BOTH OF WHICH CAN VIOLATE WATER QUALITY STANDARDS IN THE RECEIVING WATER. THIS BMP IS INTENDED TO MINIMIZE AND ELIMINATE CONCRETE PROCESS WATER AND SLURRY FROM ENTERING WATERS OF THE STATE. DESIGN: VACUUM SLURRY AND CUTTINGS DURING CUTTING AND SURFACING OPERATIONS. DO NOT LEAVE SLURRY AND CUTTINGS ON PERMANENT CONCRETE OR ASPHALT PAVEMENT OVERNIGHT. DO NOT DRAIN SLURRY AND CUTTINGS TO ANY NATURAL OR CONSTRUCTED DRAINAGE CONVEYANCES. DISPOSE OF COLLECTED SLURRY AND CUTTINGS IN A MANNER THAT DOES NOT VIOLATE GROUNDWATER OR SURFACE WATER QUALITY STANDARDS. DO NOT DRAIN PROCESS WATER THAT IS GENERATED DURING HYDRO -DEMOLITION, SURFACE ROUGHENING, OR SIMILAR OPERATIONS TO ANY NATURAL OR CONSTRUCTED DRAINAGE CONVEYANCE. DISPOSE OF PROCESS WATER IN A MANNER THAT DOES NOT VIOLATE GROUNDWATER OR SURFACE WATER QUALITY STANDARDS. HANDLE AND DISPOSE OF CLEANING WASTE MATERIAL AND DEMOLITION DEBRIS IN A MANNER THAT DOES NOT CAUSE CONTAMINATION OF WATER. IF THE AREA IS SWEPT WITH A PICK-UP SWEEPER, HAUL THE MATERIAL OUT OF THE AREA TO AN APPROPRIATE DISPOSAL SITE. R-392403 IN COMPLIANCE WITH CITY OF RENTON STANDARDS N T O O O �J T Q J DEVELOPMENT ENGINEERING + 1 SURFACE WATER UTILITY (Fitz -James 04/30/2018 krevans 05/04/2018 Q J DATE: O BOUN SHORT PLAT 12/14/2017 = CONSTRUCTION PLANS FIELDBOOK:NA Cf) LUA16-000124 SHPL-A U16-006297 PAGENA TESC NOTES & DETAILS DRAWING NO:NA O SHEET: 3 OF, 19 CO N PROPOSED 107.5'Lx34'Wx9'D r COMBINED WQ/DETENTION VAULT O (SEE SHEET C8 FOR DETAILS) KOLBY, SCOTT A. EMILY B. 1017 CHELAN PL ISE #1023059483 LU 9 LF - 12" CPE-SW -\ S=8.53%� PRC STA 50+84.22, 9.5'L CURVE RADIUS = 30' FG ELEV: 437.52 (SEE ACCESS EASEMENT FOR CONTINUATION) PRC STA 50+78.44, 10.0' L CURVE RADIUS = 80' FG ELEV: 437.35 I PC STA 50+51.55, 10,0'L CURVE RADIUS = 30' Q FG ELEV: 437.57 J FG ELEV: 437.55 MATCH EXISTING) ( PC STA 50+51.55 CURVE RADIUS = 40' CIL ELEV: 437.51 BEGIN ROAD IMPROVEMENTS O BEGIN ROAD WIDTH TRANSITION FROM 20' ALLEY TO 12' 2 STA 50+50.00 V) CIL ELEV: 437.55 :: o ::.:::.::::::::::::::::: .. O W A� FG ELEV: 437.53 (MATCH EXISTING) PC STA 50+51.55, 10.0'R CURVE RADIUS = 50' FG ELEV: 437.54 ro 0 ro 0 0 N 0 CL O of 0 EL it 0 t N O m m 0 N 1 m N a� 01 a� L N 3 0 0 rn 01 w Ld w 0 CL 0 V) 0 m 0 Y Y O O N I 0 0 O O I N U 0 CL i X w a Z A PORTION OF SECTION 10, TOWNSHIP 23 N., RANGE 05 E., W.M. CONCRETE CURB CITY OF 20 10 0 20 40 WSCALE: 1 " = 20' "i LOT 7 LOT 6 LOT 5 V -�Ll IFFE 437.50 FFE 437.00 FFE 437.50 RENTON STD. PLAN 101 (TYP) PT STA 21+62.50, 36.0' L 20 10 0 20 40 5' CONCRETE SIDEWALK CITY OF CURVE RADIUS = 30' BEGIN ROAD IMPROVEMENTS RENTON STD. PLAN 102 (TYP) FG ELEV: 436.69 SCALE: 1" = 20' STA 20+25.50 (BACK OF SIDEWALK) CIL ELEV @ BW: 433.24 APPROX. LOCATION OF EXISTING 4" I\ KING REF R-�38610UNTY 4FOR GENERAL D 90 WATER MAIN TA 21+61.16, 27.1' L 26 LF - 6' PVC SDR -35 J \ I INTERSECTION ::' : ':::::::::... ( S y CURVE RADIUS = 30' @ S=7.77% STA 20+00.00 (ACCESS EASEMENT)',; LOCATION) - W :: W FFE�37.50 FG ELEV: 437.43 Q STA 2+40.29 (CHELAN AVE NE) E END WEDGE CURB BEGIN WEDGE CURB WE W n LOT 7 STA 20+44.05, 6.0'L5/ - TRACT A I v I STUB IE 432.5 LOT 5 I I ,. W :: W PROPOSED 2' WEDGE ._ STORMWATER/ V) SDCO #6, STUB IE 432.5 1 ; \ CURB (TYP) :.......... 2 UTILITIES TRACT LLJ STA 51+47.71, 23.00 L CB#6 SDCO #5, I W' W C6 PC STA 21+32.50, 6.0'L LOT 6 .. y� .:::.::::::..:.::: CURVE RADIUS = 30' TOP 437.3 STA 52+12.71, 23.00 L - STUB IE;.I BW/A: 433.29 PROPOSED 12' 6" IE 432.4 (IN -OUT) PROPOSED 10' TOP 437.3 ..0 ALLEY BAC ELEV: 438.64 430.5 PRIVATE DRAINAGE PAVED o. ::::::::::::::::::::: W : Q G 6" IE 432.4 (IN -OUT) CB#4 (TYP) ................................................ PCC STA 51+16.15, 6.0' R EASEMENT W 'TRANSITION .•'C I N CURVE RADIUS = 40' �....... ....... ....... ` FG ELEV: 436.83 1 APPROX. LOCATION OF EXISTING „ Q W - - 39 LF - 6 PVC SDR -35 C6 - 8 DUCTILE IRON WATER MAIN ;; J m 1 P \ o PROPOSED 10 UTILITY :: 2 21 @ S=2.65% E SCP Q W 0 .OD::::: PT STA 51+28.66 6.0' R @ S=5.10% I; �- f 21+00 (FIELD LOCATED) W :.:::.::::: :::...... n_ B#3 EASEMENT (TYP) ��m �- RVE RADIUS = 40' (REF W-332501) I . _ ` ! .. .. 1 3 m CU US CCESS EASEMENT .. �, m -Z FG ELEV: 436.74 �31� ^� 22 LF - 6" PVC SDR -35 PROPOSED 8 PVC SEWER MAIN �.....: �� A;!PTSTA 51+28.66 APPROX. LOCATION OF EXISTINGPC STA 21 48.98 6.0R SEE SHEET C15 FOR DETAILS ::::::::::::::::::::::::::::::....:. �•...A @ S=2.13% ( ) BW :.::::::. s:.::::::.:.:::::RVE RADI = 7 8" SANITARY SEWER MAIN/\CU US 0 I- CURVE RADIUS - 30' = k END ROAD IMPROVEMENTS - Cg#5- - TRACT A L ELEV: 4 2 FIELD LOCATED C/ 36 6 ( ) FG ELEV: 437.83 STA 52 54.19 STORMWATER UTILITIES '....... •••'� '••.. (REFS -332504) ,....:: ..... I '•• �:..:.: •.,. '• : .................. / ?.... �- ::: ISI I� ` TRACT WITH PUBLIC R CPE -SW 2+00 C L ELEV: 436.94 U U ' ES / r �` 39 LF 12 DI `. INSTALL (2) 8' TYPE 3 ROAD SDC HOMES L @ 5=0.50% DETENTION •GRAVEL DRAINAGE EASEMENT @ 5=0.94% �„ ACCESS \ 51k. /� CHEL N P C BARRICADES PER COR STD 1039 CI AVE RISER OUTLET DETENTION DETAIL H18 & H18.1 #Il023059472 I< . !f#1 I,; IE 428.70 ...: ROAD....: PROPOSED 108'Lx34'Wx11.8TD-VAULT INLET j -24 LF - 6' PVC SDR -35 - - - I 32 LF - 12" CPE -SW:. LT 25 LF - 12 CPE -SW :................... ....... IE 0 @ S=12.85%......................................................... - C @ 5=5.08% PROPOSED 16' RIGHT @ S=0.50%" .. (SEE SHEET C7 FOR DETAILS) 4\ 7 0 OF WAY DEDICATION /35 LF - 6" PVC SDR -35 CB#7 T Q _ ° _4 ,tA ..... ...... 5-2.26 /o GRAVEL ACCESS ROAD @ „ _ o PROPOSED ED D.I. WATER MAIN O OS 8 T P. 4 TOP. 436.30 • TOP. 433.18 TOP. 436.30 O 36 30 � N ......................... ... SHALL BE 4 CSTC OVER ' SEE SHEET C12 FOR DETAILS _ o ( ) ...........: TOE: 432.68 TOE: 432.96 :: TOE: 434.26 TOE: 435.80- ........ 35.80 - _ EX. 8 #4 PER R- 2 11 ..... - C ( 33 5 ) 6 QUARRY SPALLS WITH • ....... ....... ....... ,PROPOSED 10' �:_ �-:-:.....-:-: ,: .:: GEOTEXTILE IN BETWEEN J SDCO #3 LOT TA 1 + 21.2 R STUB IE 433.1 S 5 09 90 6 TOP 437.6 - - 22 LF 6" PVC SDR 35 PRC STA 50+79.50 6" IE 434.3 (IN -OUT) I I @ S=2.23% CURVE RADIUS = 70' 19 LF - 6" PVC SDR -35 SDCO #2, CIL ELEV: 437.10.•. @ S=2.13% LOT 2 I STA 51+51.09, 23.00 R PRC STA 50+87.26, 9,19-R 1" .19R1 SDCO #4, STUB IE TOP 437.7 CURVE RADIUS = 40' STA 50+82.28, 24.94 R 433.6 6" IE 433.5 (IN -OUT) FG ELEV: 437.19 LOT 1 TOP 437.7 I STUB IE I 6" IE 434.7 (IN -OUT) LOT 2 LOT 3 LOT 1 434.8 FFE 438.00 I FFE 438.50 FFE 438.50 CHELAN PLACE NE PLAN SCALE: 1 "=20' LOT 4 UTILITY EASEMENT PIPE CROSSING ' • ' '', AMI RA EFF & FFI ORESCA 9 � qp q ��vv �ry yq K®L�Y SCOTT A. EMILY B. 9 PROPOSED rn `•`' BOTTOM OF TOP PIPE 428.6 12" STORM ( ) .. ; : 1018 CIl�[ELAl� AVE ISE 1017 CHELAN PL ITE STUB IE 433.9 SDCO #1 TOP OF BOTTOM PIPE 428.4 4" WATER FIELD VERIFY , #1023059437 ROCKERY WALL #Il023059483 38 LF - 6" PVC SDR -35 STA 52+11.11, 23.00 R APPROXIMATE VERTICAL SEPARATION = 0.2' ..................... .............. PVI STA: 51+68.15 r @ S=2.13% TOP 437.7 MINIMUM REQUIRED VERTICAL SEPARATION = 0.5' EXISTING CATCH BASIN AND � 6" IE 433.8 (IN -OUT) INSTALL PRESSURE RATED CASING EXTENDING 10' ON STORM DRAIN TO BE REMOVED PROPOSED 10' 1 EITHER SIDE OF CROSSING ACCESS EASEMENT PLAN PRIVATE DRAINAGE (SEE CHELAN PL NE FOR CONTINUATION) (CONTRACTOR SHALL POTHOLE TO VERIFY EXISTING z EASEMENT I HORIZONTAL AND VERTICAL LOCATION OF EXISTING 4" Y, SCALE: 1"=20 LOT 4 (SEE SHEET C12 FOR DETAILS) I DUCTILE IRON WATER MAIN OWNED AND OPERATED BY Q PROPOSED 8" PVC SEWER MAIN FFE 438.00 SEE SHEET C15 FOR DETAILS) ) KING COUNTY WATER DISTRICT 90 (KCWD 90) I I 12" CPE SW' THE CONTRACTOR SHALL NOTIFY THE ENGINEER OF W T Z U-) RECORD, THE CITY OF RENTON, AND KCWD 90 OF ANY W DISCREPANCIES BETWEEN THE ELEVATIONS U W + J REFERENCED ABOVE AND ACTUAL FIELD CONDITIONS) Z 0 LOW POINT ELEV: 436.48' 455 M 10 '• CB# 2, TYPE 2-48" ROUND SOLID LOCKING LID rn `•`' N 1 INTERSECTION 0 5 STA 21+73.90 (ACCESS EASEMENT) 12" IE 427.50 (OUT -W) 12" IE 428.79 (OUT -S) = STA 51 +01.00 (CHELAN PL NE) - O �n�j z - PVI STA: 51+68.15 r x•. 25 LF - 12" CPE -SW o. @ S=5.08% � U PRC STA 21+74.49 20.20'R PVI ELEV: 436.077 CURVE RADIUS = 30' FG ELEV: 437.52 (SEE CHELAN PL NE FOR CONTINUATION) z K: 69.68 \ PROPOSED 8" D.I. WATER MAIN (SEE SHEET C12 FOR DETAILS) I NLENGTH: PROPOSED 8" PVC SEWER MAIN SEE SHEET C15 FOR DETAILS) ) 150.00 12" CPE SW' N z T Z U-) LOW POINT STA: 51+73.47 W + J Q W LOW POINT ELEV: 436.48' 55 45 jLr) _ wN 5 U N a N Z - + = 50 p II U Lr) p U � o �� W II ,Q Q �6 M - 45 o U Z N W� W CDC�Z O OQo + Q O1�U 40 ZY 0)Ou,M m ~ N ti u� 'Q i6 '~ 445 ZW "oma a ��� _+M~ \6 0i am tM 4 W Qct� W +Mcn o ~I'Z ~ II ccW 11 N d O mp W Ln W ~ W U, s:ZZz L, U-) W W U U PROPOSED GRADE @ mm CIL OF ROAD W W EXISTING GRADE @ 44 CIL OF ROAD 4 25.00% - - - _ 2.6% GRADE BREAK STI - - -- - 1.15°/Q--- - _- _ _ ----- -- ----------- nn _� 1.00/o -° ELEV = 436.31 � 435 3 25 LF - 12" CPE-SW 0 @ S=5.08% DETENTION INLET IE 427.30 68 LF - 12" CPE - SW 43 3 9 LF - 12" PVC SDR -35 @ S=8.53% @ S=0.94% PROPOSED 107.5'Lx34'Wx9'D COMBINED WQ/DETENTION VAULT CB# 7, TYPE 1 (SEE SHEET C8 FOR DETAILS) SOLID LOCKING LID STA 51+73.47, 23.00'R 425 i IF RIM 438.00 2 6" IE 433.00 (IN -N) CB# 6, TYPE 2-48" 6" IE 433.00 (IN -S) ROUND SOLID LOCKING LID 6" IE 433.00 (IN -E) STA 51+73.47, 23.00'L 6" IE 433.00 (OUT- W) RIM 436.90 CB# 3, TYPE 2-48" 6" IE 430.40 (IN -N) CB# 5, TYPE 2-48" 42 CB# 2, TYPE 2-48" ROUND SOLID LOCKING LID 6" IE 430.40 (IN -S) BI-DIRECTIONAL LOCKING VANED GRATE 6" IE 430.40 (IN - W)2 STA 51+05.96, 2.03'L ROUND SOLID LOCKING LID RIM 436.98 6" IE 430.40 (OUT -E) STA 51+73.47, 0.90' L STA 50+85.53, 13.66' L 12" IE 428.79 (IN -W) RIM 436.50 6" IE 429.93 (IN -E) EXISTING GRADE @ * ROUND SOLID LOCKING LID CATCH BASINS PER COR RIM 437.63 12" IE 428.79 (IN -N) 6" IE 429.93 (IN -W) CIL OF ACCESS ROAD STANDARD PLAN 204.50 12" IE 427.50 (IN -N) 12" IE 428.79 (OUT -S) 12" IE 429.43 (OUT -S) PROPOSED GRADE @ (SEE SHEET C9.0) 12" IE 427.50 (OUT- W) CIL OF ACCESS ROAD 415 1 N CI cv kO `-I M N �p �t M tV M W M \ '� 00 p ko � p dl pp co ^ 1p �p 01 p� 0606 rir\ r< r< r< r< rn M ^ ter\ 0006 N r;^ r< r< N ^ NK k6 Mch MM Mcv) MM M In TnM MM MM MM M M MM MM 51+00 52+00 52+80 CHELAN PLACE NE PROFILE SCALE: HORIZONTAL: 1 "=20' UTILITY NOTE: VERTICAL: 1 "=5' THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE APPROXIMATE ONLY AND HAVE NOT BEEN INDEPENDENTLY VERIFIED BY THE OWNER OR SURVEY, ITS REPRESENTATIVE. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK AND VERTICAL DATUM: HORIZONTAL BASIS OF BEARING: AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES THAT NAVD88 THE MONUMENTED CENTERLINE OF NE 10TH STREET HAPPEN DUE TO THE CONTRACTOR'S FAILURE TO LOCATE EXACTLY AND BETWEEN CHELAN AVENUE NE AND DUVALL AVE NE PER PRESERVE ANY AND ALL UNDERGROUND UTILITIES. BEYLER CONSULTING BENCHMARK ASSUMES NO LIABILITY FOR THE LOCATION OF UNDERGROUND UTILITIES. CITY OF RENTOR SHORT PLAT RECORDED UNDER CITY OF RENTON BENCHMARK #RENT159 RECORDING NUMBER 20120110900001 BRASS DISK IN CONCRETE RECESSED 0.6' BELOW THE TOP OF MONUMENT CASE AND COVER IN THE CENTER OF THE N 88030'08" W INTERSECTION AT NE 12TH STAND UNION AVE NE ELEVATION=415.961 EQUIPMENT USED: TOPCON PS 103A TOTAL STATION. STANDARD FIELD TRAVERSE METHODS FOR CONTROL AND STAKING. 52+56.71 4/25/18 43 1.5% (TYP) PROPOSED 12' DRIVEWAY ENTRANCE (TYPE R 1 B) PER CITY OF RENTON STANDARD DETAIL 104.3 8.3% (MAX.) -12'- 425 CB# 1, TYPE 1 LOCKING VANED GRATE STA 20+14.72, 33.07'R RIM 432.32 12" IE 428.51 (IN -E) 12" IE 428.51 (IN -N) 12" IE 428.51 (OUT- W) 42 Know what's below. Call before you dig. 01 N M 20+00 U W 0 U m M ko M M +� 0 N LLIW � U mm PVI STA: 20+86.92 PVI ELEV: 439.689 K: 7.31 LENGTH: 100.00 HIGH POINT STA: 21 +13.64 HIGH POINT ELEV: 438.47 PROPOSED GRADE @ CIL OF ACCESS ROAD - 8' BUFFER 39 LF - 12" DI DETENTION RISER OUTLET IE 428.70 @ 5=0.50% EX 4 WATER MAIN (SEE PLAN VIEW ON THIS SHEET FOR NOTES) CB# 4, TYPE1 LOCKING VANED GRATE STA 20+49.05, 4,00'L RIM 435.53 12" IE 432.00 (OUT -E) EXISTING GRADE @ 3 _190 CIL OF ACCESS ROAD @Q S PROPOSED 108'Lx34'Wx11.87D COMBINED WQ/DETENTION VAULT (SEE SHEET C7 FOR DETAILS) EXISTING GRADE @ CIL OF ACCESS ROAD � M M d M M re) M car) M M Cr �r d d' NOTE: MONUMENTS TO BE INSTALLED FOR ALL PUBLIC ROADWAYS AT THE TIME OF FINAL SHORT PLAT. PROPOSED LOTS 1 THROUGH 7 OF THE BOON SHORT PLAT DEVELOPMENT WILL UTILIZE RESTRICTED FOOTPRINTS TO MEET THE SMALL LOT FLOW CONTROL BMP REQUIREMENT. SEE RESTRICTED FOOTPRINT FLOW CONTROL TABLE ON SHEET C7 FOR FURTHER DETAILS. SURVEYED: SCALE: BEYLER CONSULT. DESIGNED: 1 "=20' DTY/KRD DRAWN: DTY/KRD ONE INCH CHECKED: AT FULL SCALE DRB IF NOT ONE INCH NO. REVISION BY DATE AP P R APPROVED: SCALE ACCORDINGLY DRB VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/1991 DATU M PROPOSED GRADE @ CIL OF ACCESS ROAD ti M 10 '• CB# 2, TYPE 2-48" ROUND SOLID LOCKING LID rn `•`' N 1 INTERSECTION 0 i I I @ S=8.53% '• CB# 2, TYPE 2-48" ROUND SOLID LOCKING LID -ROUND SOLID LOCKING LID `•`' N 1 INTERSECTION 0 12" IE 427.50 (IN -N) STA 21+73.90 (ACCESS EASEMENT) 12" IE 427.50 (OUT -W) 12" IE 428.79 (OUT -S) = STA 51 +01.00 (CHELAN PL NE) - O �n�j l0 - 21+94 438 ; r x•. 25 LF - 12" CPE -SW o. @ S=5.08% � PRC STA 21+74.49 20.20'R V. CURVE RADIUS = 30' FG ELEV: 437.52 (SEE CHELAN PL NE FOR CONTINUATION) CB#2 \ PROPOSED 8" D.I. WATER MAIN (SEE SHEET C12 FOR DETAILS) I PROPOSED 8" PVC SEWER MAIN SEE SHEET C15 FOR DETAILS) ) 12" CPE SW' N S=8.53% T Q 55 J w Z U N a N Z - + = 50 u o � o Y + Q �6 M - 45 W II vx1 Q� N W� W CDC�Z O 0 � 40 DETENTION O *ROUND SOLID LOCKING INLET O LID CATCH BASINS PER COR IE 426.70 STANDARD PLAN 204.50 (SEE SHEET C9.0) 9 LF - 12" CPE -SW @ S=8.53% CB# 3, TYPE 2-48" CB# 2, TYPE 2-48" ROUND SOLID LOCKING LID -ROUND SOLID LOCKING LID STA 21 +70.22, 4.00'L STA 21+70.22, 21.40'R RIM 436.98 RIM 437.63 12" IE 428.79 (IN -W) 12" IE 427.50 (IN -N) 12" IE 428.79 (IN -N) 12" IE 427.50 (OUT -W) 12" IE 428.79 (OUT -S) N O d1 �n�j l0 �6 k6 ^ r\ � V. N 21+00 ACCESS EASEMENT PROFILE SCALE: HORIZONTAL: 1 "=20' VERTICAL: 1 "=5' BEYLER CONSULTING CONTACT phone: 253-301-4157 OFFICE fax: 253-336-3950 5920 100TH ST SW, STE 25 beylerconsulting.com Lakewood, WA 98499 CITY OF RENTOR Planning/Building/Public Works Dept 22+00 22+20 THE PIPE DIMENSIONS SHOWN ARE MEASURED FROM CENTER OF STRUCTURE TO CENTER OF STRUCTURE R-392404 IN COMPLIANCE WITH CITY OF RENTON STANDARDS DEVELOPMENT ENGINEERING SURFACE WATER UTILITY (Fitz -James 04/30/2018 krevans 05/04/2018 Q J DATE: O BOUN SHORT PLAT 12/14/2017 = CONSTRUCTION PLANS FIELDBOOK:NA C/) LUA16-000124 SHPL-A U16-006297 PAGE. NA z GRADING/PAVING/STORMWATER PLAN & PROFILE DRAWING NC4 O CHELAN PLACE NE & ACCESS EASEMENT SHEET: 4 OF: 1 9 no N 00 M i 0 Lu LO w 0 ro 0 0 N r 0 CL 0 cr a 1` 0 V) c 0 0 m 0 0 N I 0 i V) L o+ c .3 0 D c 0 d c LU / w 0 / CL 0 t U) 0 m 0 Y Y 0 N I 0 i 0 O 0 I N U 0 a / X Lij a z J EX 10" CITY OF SAWCUT INTO EXISTING ASPHALT, AS NECESSARY, RENTON WATER MAIN TO INSTALL STORM MAIN MODIFICATION. TRENCH \ RESTORATION AND OVERLAY SHALL BE PER CITY A PORTION OF SECTION 10, TOWNSHIP 23 N., RANGE 05 E., W.M. INTERSECTION STA 2+40.29 (CHELAN AVE NE) APPROX. LOCATION OF EXISTING =STA 20+00.00 (ACCESS EASEMENT) 8" DUCTILE IRON WATER MAIN INSTALL 12' RESIDENTIAL DRIVEWAY PER (FIELD LOCATED) C.O.R. STANDARD DETAIL R1B - 104.3 FISHER, SHERRIE M. (REF W-332501) STD.6.5 MIN WIDTH FOR TRANSVERSE PATCHES. SI C HOMES LLC 3 F/L: 432.62 1045 CHELAN AVE NE \ PATCH SHALL EXTEND ACROSS EVERY AFFECTED 1039 CHELAN AVE laE SEE DRIVEWAY DETAIL SHEET C6) PRC STA 3+00.42 C7 ( #1023059473 TRAVEL LANE (NE 10TH STREET) #1023059472 CL: 433.12 EX. CB #4 (PER R-332511) APPROX LOCATION OF EXISTING THA ANE & 51' - - - - - - :.. :: ,. ..- - r - - - - 8" SANITARY SEWER MAINS MII, AI3 I�ERRAHM PC STA 2+56 04 MAURA E 1_�b0 S S SVO Sb'0 Sb'0 b..:... 50; .:. Sb0 :::.: , ::'. b;:::, -:S :�:----.Sb :: ,':.:.:.5�.- b . @ S=28.42% - - "...........:...: CL: 433.03 (EIEC TED) 1051 CHELAN AVE ISE D LOCA REF S-332504 ..... ... ( ) 43 LF - - SC. 432.86 12 CPE �� SW CB#12 CHELAN AVE NE 3z LF -12 CP SW . ::::::::::::::::::::::::::..... FL: 432.76 - - - - - „n PROPOSED SAWCUT ................................................................. 1111 .:: .::::IC/1 .......................... ........................ ...................M.................... N M .......................... M..................... Nr M M M _ 0 @ 5-0.50 /o RESIDENTIAL ACCESS ROADWAY PROPOSED PLANTER ( )TYP CONTRACTOR TO 9 LF - 12" ,_ :::::::::::::::.::::::: .....: CB#li CB#10 .:::::::::::::::::::::::::: STRIP VARIES 4.8 8, 0 ........................... ........................... POTHOLE TO VERIFY _ ............. C PROTECT EX CB IN PLACE S 0.53 /o @ � ...... CB#1 tom ::::::::::::: �.................................... 43018 20 10 0 20 40 SCALE: 1" = 20' 0 00 1 +00 EX CATCH BASIN AND STORM ..... 2+ o ::::::::::::: cam:: IFA 60 MANHOLE .......................... I .. ...... PROPOSED 5 (REPLACE GRATE WITH :..: •.. .... i APPROX. LOCATION OF EXISTING 4 DRAIN TO BE REMOVED _ ......... ............... CAN BE INSTALLED d o ............... - ...... SOLID LOCKING ID ............................................:::::::::: SIDEWALK PER COR o :. ........... .:..::,.. ,.. .. .. KING COUNTY WD 90 WATER MAIN :.... ...... ............. .......... ( h SS SS S S S.S...................................S.S...................................S.S S.. STD PLAN 102 TYP � ( ) 4 REF R-338610 FOR GENERAL A. 4 .2 II LOCATION ...; . CONTRACTOR TO POTHOLE TO V C7 _ .......... ........ _ _ ._ - A. 435.12 EX 8 KCWD 90 VERIFY IF A MANHOLE CAN - - - - 60 O / -asWATER MAIN - 1;7�ND ALI BE INSTALLED .............................................................................................................................................................R VEMEN#9 ROAD IMP O S sr ,'. �r A:'433.8 6 STA 4+04.20 45 m 43: 431 42: 421 41: 411 - 4- - CL: 435.05 ir1 Ndu INSTALL (2) 8' TYPE 3 ROAD .. ................ I E E E E e M �� 5 / BARRICADES PER COR STD U) i L :' E �`? DETAIL H18 & H18.1 51�6PROPOSED 18' RIGHT OF WAY DEDICATION O FL: 432.28 (MATCH EXISTING) I FL: 432.29 E E E E E E E 39 LF - 12" CPE -SW M N IIIA ..................... ........... 434 e•••••e.....e.•• 'E E ' E ••..p.,• (SEE ADMINISTRATIVE STREET MODIFICATION TBC: 432.78 (MATCH EXISTING) TBC: 432.79 ti@ S=0.74% PTS 3+44.79 p E B#8 f E f Cn APPROVAL UNDER LUA16-000897' MOD) . O - E fE" ••�•.. E :. CL: 433.66 / fvj •~co -435-,'�-LZt //II �E E P•., E I I 48 LF - 12" CPE -SW.. E E E 4 E "•.E \ ................ ,°r0 E E •...E. �..: M. �' @ 5=172PROPOSED RAMP: / E E E E E E E� E E o.: INSTALL NO PARKING SIGN (SEE RAMP #1 �F LOT 7 E - (PER MUTCD R7-1) ON METAL E .• •.. •'E STA 2+22.00, 18FFE 437.50 EEE DETAIL SHEET C6)C/) BW. 432.77 (MATCH EXISTING) •••�POST PER COR STD PLAN 129 e ABBREVIATION K- EY INSTALL USPS NEIGHBORHOOD DELIVERY:: All AND COLLECTION BOX UNIT PER COR::::;:..:;:; INSTALL NO PARKING SIGN I " - (STA 3+64.87, 14.5' R) L SC. EXISTING GRADE ELEVATION PROPOSED SAWCUT - .. """" """"' F,,,, PROPOSED 23.5' NG, GARP A. $z DENISE FL: FINISHED GRADE ELEVATION @ FLOWLINE OF CURB OP O d0 STANDAR.D PL.A.N H26 `:',.,.,.,: (PER MUTCD R7-1) ON METAL / --- ®105 CHELAN AVE 1�E 4 POST PER COR STD. PLAN 129 LOT 6 RIGHT OF WAY A: FINISHED GRADE ELEVATION @TOP OF ASPHALT PAVEMENT BW: 432.85 BW: 432.90 •... LOT 5 DEDICATION #1023059332 CL: EXISTING/FINISHED GRADE ELEVATION @ CENTERLINE OF ROAD i ::iI I (STA 3+16.37,14.5'R) FFE 437,00 FFE 437.50 TRACT A STORMWATER/ UTILITIES TRACT CHELAN AVE NE PLAN PROPOSED 10' (SEE SHEET C4 FOR LANDSCAPE BUFFER W SIDEWALK CONNECTION DETAIL CONTINUATION) SCALE: 1 "=20' (SEE SHEET LS -1 FOR DETAILS) z Y SCALE: 1"=10' a oW 0+00 VERTICAL DATUM: ::5 Know what's below. Call before you dia. BENCHMARK: CITY OF RENTON BENCHMARK #RENT159 BRASS DISK IN CONCRETE RECESSED 0.6' BELOW THE TOP OF MONUMENT CASE AND COVER IN THE CENTER OF THE INTERSECTION AT NE 12TH STAND UNION AVE NE ELEVATION=415.961 1+00 HORIZONTAL BASIS OF BEARING: THE MONUMENTED CENTERLINE OF NE 10TH STREET BETWEEN CHELAN AVENUE NE AND DUVALL AVE NE PER CITY OF RENTON SHORT PLAT RECORDED UNDER RECORDING NUMBER 20120110900001 N 88030'08" W EQUIPMENT USED: TOPCON PS 103A TOTAL STATION. STANDARD FIELD TRAVERSE METHODS FOR CONTROL AND STAKING. 2+00 3+00 CHELAN AVE NE PROFILE BEYLER CONSULTING CONTACT phone: 253-301-4157 OFFICE fax: 253-336-3950 5920 100TH ST SW, STE 25 beylerconsulting.com Lakewood, WA 98499 SCALE: HORIZONTAL: 1 "=20' VERTICAL: 1 "=5' UTILITY NOTE: THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE APPROXIMATE ONLY AND HAVE NOT BEEN INDEPENDENTLY VERIFIED BY THE OWNER OR ITS REPRESENTATIVE. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK AND AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES THAT HAPPEN DUE TO THE CONTRACTOR'S FAILURE TO LOCATE EXACTLY AND PRESERVE ANY AND ALL UNDERGROUND UTILITIES. BEYLER CONSULTING ASSUMES NO LIABILITY FOR THE LOCATION OF UNDERGROUND UTILITIES. SURVEYED: SCALE: BEYLER CONSULT. 1 =20' DESIGNED: DTY/KRD DRAWN: DTY/KRD ONE INCH CHECKED: AT FULL SCALE DRB IF NOT ONE INCH NO. REVISION BY DATE AP P R APPROVED: DRB SCALE ACCORDINGLY 4+00 THE PIPE DIMENSIONS SHOWN ARE MEASURED FROM CENTER OF STRUCTURE TO CENTER OF STRUCTURE 50 rz.z BAFFLE TO CONTROL fat FLOATABLES �P 145 30" STANDPIPE Zp* 24" 0 SOLID LOCKING LID * NOTE: DIAMETER OF STANDPIPE 2X DIAMETER OF 140 OUTLET PIPE AS STARTING POINT. DIAMETER OF STANDPIPE SHALL BE LARGE ENOUGH TO PASS THE 100 -YEAR FLOWS WITHOUT N INCREASING WQ FLOWS BY 10% MANHOLE STEP 135 (COR STD. 204.60) TYPE 2-60" CB (PER COR STD 201.00) PLAN VIEW 130 21 125 C 120 115 110 4+40 VERTICAL: NAVD 1988 CITY O E HORIZONTAL: NAD 1983/183/1 991 'RJ RENTOR DATU M Planning/Building/Public Works Dept MANHOLE STEP (COR STD. 204.60) BAFFLE TO CONTROL FLOATABLES 30" (MIN.) STANDPIPE 60" (TYP) _RIM ELEV = 432.64 r` U) 12" TEE/RISER 0 0 SOLID BOTTOM J "TEE" SECTION WITH z CLEANOUT O DATE: 12/14/2017 (OR REMOVABLE BEND FIELDBOOK: NA U) DOWN ELBOW) PVI STA: 3+16.40 N � SHEET: 5 OF: 19 CO PVI ELEV: 433.000 o K: 17.03 w + v LENGTH: 50.00 w II LOW POINT STA: 3+01.70 LOW POINT ELEV: 433.12' o: Q) CL M Qm � Lu �c) u OQ W �ti o� �L WCC W y I i + M + CB# I1 TYPE 2-48" ROUND SOLID LOCKING LID M EXISTING GRADE @ STA 0+04.60, 15.12'L W W CIL OF ACCESS ROAD RIM 431.85 (MATCH EXISTING) I8" IE 415,08 (IN -E) W W 12" IE 415,58 (IN -N) m m PROPOSED GRADE @ I8" IE 414,93 (OUT- W) CIL OF ACCESS ROAD (CAST IN PLACE) 9 LF - 12" CPE -SW 2,0%--- @ S=0.53% _ - - 32 LF - 12" CPE -SW 0.6% -_ @S=0.50°x°---- --- - - LF - 12" CPE -SW EX 149 LF - @ S=0.53%39 139 LF - @ S=0.53% 1 1 48 LF - 12" CPE -SW EX 8" KCWD 90 _NOW @ 5=0,74% WATER MAIN _ EX 10" CITY WATER MAIN �CB#1,OKING VANED GRATE CB#8, TYPE 1, LOCKING VANED GRATE CB#9, TYPE 1, LOCKING VANED GRATE STA 22 STA 0 d CB#12, TYPE 1, 432.3STA RIM 432,32 RIM 432.771 RIM 43 .62 LOCKING VANED GRATE 12" IE 428.51 (IN -E) 12" IE 429.33 (IN -N) 12" IE 429.62 (OUT -S) STA 0+56.03 12" IE 428.51 (IN -N) 12" IE 429.33 (OUT -S) RIM 432,64+/- (MATCH EX) 12" IE 427.61 (IN -N) 12" IE 428.51 (OUT- W) APPROX. LOCATION OF EXISTING @ r T;=,4--)7 Al /nI IT_S) EX. CB #4 PER R-332511 TYPE 1 8" SANITARY SEWER MAIN CB# 10, TYPE 2-60" (FS), STA 1+96.01, 15.15'L (FIELD LOCATED) SOLID LOCKING LID RIM 432.20 (REF S-332504) STA 0+47.12, 13.79'L 12" IE 428.35 (IN -E) (REPLACE EX. CONC PIPE WITH 12" CPE) RIM 432.64 12" IE 428.35 (IN -N) 12" IE 427.56 (IN -N) 12" IE 428.35 (OUT -S) 12" IE 427.57 (IN -E) (FIELD VERIFIED) 12" IE 427.67 (OUT -W) 12" IE 427.67 (OUT -S) EXISTING GRADE @ *ROUND SOLID LOCKING (PER R-3312511 AS -BUILT) CIL OF ACCESS ROAD LID CATCH BASINS PER COR STANDARD PLAN 204.50 REPLACE EXISTING TYPE 1 CB PROPOSED GRADE @ (SEE SHEET C9.0) INSTALL FLOW SPLITTER (SEE DETAIL THIS SHEET) CIL OF ACCESS ROAD O CO ko ko N N Ol ti N ti M N ti lin N p `-I 00 ^+ U M N N N N N N M M M 1,� M c\j � nj c1 to Ln Ch Lr; M M M M M M M M M MM M n') M M cv� (y)rn M M rnI,� M �1 �1 CI Ch CI �t CI Ch CF CF Nt re �} �h CF d �1 �h 0+00 VERTICAL DATUM: ::5 Know what's below. Call before you dia. BENCHMARK: CITY OF RENTON BENCHMARK #RENT159 BRASS DISK IN CONCRETE RECESSED 0.6' BELOW THE TOP OF MONUMENT CASE AND COVER IN THE CENTER OF THE INTERSECTION AT NE 12TH STAND UNION AVE NE ELEVATION=415.961 1+00 HORIZONTAL BASIS OF BEARING: THE MONUMENTED CENTERLINE OF NE 10TH STREET BETWEEN CHELAN AVENUE NE AND DUVALL AVE NE PER CITY OF RENTON SHORT PLAT RECORDED UNDER RECORDING NUMBER 20120110900001 N 88030'08" W EQUIPMENT USED: TOPCON PS 103A TOTAL STATION. STANDARD FIELD TRAVERSE METHODS FOR CONTROL AND STAKING. 2+00 3+00 CHELAN AVE NE PROFILE BEYLER CONSULTING CONTACT phone: 253-301-4157 OFFICE fax: 253-336-3950 5920 100TH ST SW, STE 25 beylerconsulting.com Lakewood, WA 98499 SCALE: HORIZONTAL: 1 "=20' VERTICAL: 1 "=5' UTILITY NOTE: THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE APPROXIMATE ONLY AND HAVE NOT BEEN INDEPENDENTLY VERIFIED BY THE OWNER OR ITS REPRESENTATIVE. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK AND AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES THAT HAPPEN DUE TO THE CONTRACTOR'S FAILURE TO LOCATE EXACTLY AND PRESERVE ANY AND ALL UNDERGROUND UTILITIES. BEYLER CONSULTING ASSUMES NO LIABILITY FOR THE LOCATION OF UNDERGROUND UTILITIES. SURVEYED: SCALE: BEYLER CONSULT. 1 =20' DESIGNED: DTY/KRD DRAWN: DTY/KRD ONE INCH CHECKED: AT FULL SCALE DRB IF NOT ONE INCH NO. REVISION BY DATE AP P R APPROVED: DRB SCALE ACCORDINGLY 4+00 THE PIPE DIMENSIONS SHOWN ARE MEASURED FROM CENTER OF STRUCTURE TO CENTER OF STRUCTURE 50 rz.z BAFFLE TO CONTROL fat FLOATABLES �P 145 30" STANDPIPE Zp* 24" 0 SOLID LOCKING LID * NOTE: DIAMETER OF STANDPIPE 2X DIAMETER OF 140 OUTLET PIPE AS STARTING POINT. DIAMETER OF STANDPIPE SHALL BE LARGE ENOUGH TO PASS THE 100 -YEAR FLOWS WITHOUT N INCREASING WQ FLOWS BY 10% MANHOLE STEP 135 (COR STD. 204.60) TYPE 2-60" CB (PER COR STD 201.00) PLAN VIEW 130 21 125 C 120 115 110 4+40 VERTICAL: NAVD 1988 CITY O E HORIZONTAL: NAD 1983/183/1 991 'RJ RENTOR DATU M Planning/Building/Public Works Dept MANHOLE STEP (COR STD. 204.60) BAFFLE TO CONTROL FLOATABLES 30" (MIN.) STANDPIPE 60" (TYP) _RIM ELEV = 432.64 r` U) 12" TEE/RISER 0 0 SOLID BOTTOM J "TEE" SECTION WITH z CLEANOUT O DATE: 12/14/2017 (OR REMOVABLE BEND FIELDBOOK: NA U) DOWN ELBOW) Z ^I IVY 1C- ICC = 4L 7.J/ OVERFLOW ELEV = 429.17 E::ELEV ET IE= 427.67 = 426.67 RESTRICTOR PLATE W/ 1.82" (DIAMETER) ORIFICE BOTTOM ELEV = 424.00 SECTION VIEW ORIFICE SIZING CALCULATIONS: NOTE: ALL METAL PARTS SHALL WQ FLOWRATE (PER VUONG T.I.R.) = 0.11 CFS Q=CA(2GH)^0.5, BE CORROSION RESISTANT. WHERE C=0.62 (PLATE ORIFICE) G=32.2 FTIS^2 H=1.5 FT Q=0.11 CFS A=(0.11 CFS)/[0.62*(2*32.2*1.5)^0.5] A=0.0181 FT^2 A=nr^2 r=(0.01811n)^0.5 = 0.076 D=r*2=0.152'=1.82" CB# 10 - FLOW SPLITTER DETAIL SCALE: NTS REFERENCE: FIGURE 6.2.5.B KCSWDM R-392405 IN COMPLIANCE WITH CITY OF RENTON STANDARDS DEVELOPMENT ENGINEERING SURFACE WATER UTILITY N T 0 Q0 T Q J Fitz -James 04/30/2018 krevans 05/04/2018 ~ Q BOUN SHORT PLAT CONSTRUCTION PLANS LUA16-000124, SHPL-A, U16-006297 GRADING/PAVING/STORMWATER PLAN & PROFILE CHELAN AVE NE J O DATE: 12/14/2017 = FIELDBOOK: NA U) PAGE: NA Z DRAWING NO: C5 � SHEET: 5 OF: 19 CO N 00 M I I 0 LU 0 ro 0 00 0 0 N 0 CL 0 0 0 a 0 0 V) r 0 m 0 0 N O (n N r i c 0 i c w U d t 0 r N c 0 m 0 L coY Y 0 N I i 0 O co0 I U CL i X w a z J U_ A PORTION OF SECTION 10, TOWNSHIP 23 N., RANGE 05 E., W.M. 5 2.5 0 5 SCALE: 1 " = 5' CHELAN AVE NE . . . . . . . . . . . 5 2.5 . 0 5 (RESIDENTIAL ACCESS ROADWAY) CHELAN AVE NE : SCALE: 1° = 5' (RESIDENTIAL LIMITED ACCESS ROADWAY) ----------- - - - - - - -- - - - - - - - - - - - - - - - - - - - - - FL: 432.51 FL: 432.56 FL: 432.67 FL: 432.73 . . . . . . TBC: 433.01 TBC: 432.73 TBC: 432.84 TBC: 433.23 34.72 FL: 434.84 PROPOSED v 8' PLANTER 0 \ Qo SW: 435.38 1"- SW: 435.45 N5OPROPOSED5'SIDEWALKSW: 435.53 SW: 435.46 ABBREVIATION KEY SW: FINISHED GRADE ELEVATION @ TOP OF SIDEWALK FL: FINISHED GRADE ELEVATION @ FLOWLINE OF CURB TBC: FINISHED GRADE ELEVATION @ TOP BACK OF CURB RAMP #1 DETAIL SCALE: 1 "=5' d0 SW: 433.14 d0 M 47' 35' 12' 1 12' DEDICATION U U I PER DEED REC # O oI 20050823000001 W I oil ail 21.5' 13.5'- I lr BOUN SHORT PLAT 5'± I I I I (ON-SITE GRADING) 12'± EXISTING PAVEMENT I I VARIES 15.8'± EXISTING PAVEMENT I I 4 8 M PLANTER MAX 27.8'± PAVED ROADWAY �* 1, 5' SIDEWALK PER CITY OF RENTON ill 4.5' STD. PLAN 102 (TYP) WALK EXISTING � I I I ROAD CROWN @ ROW CIL 2%± PROPOSED 3' SAWCUT COMPACT SUBGRADE TO ACHIEVE 95% OF MAXIMUM DENSITY STANDARD PROCTOR 1.5% (MIN.) 1" X1.5% PROPOSED CURB & GUTTER (PER COR DETAIL 101) .4" HMA CL z" (PG 64-22) (MIN.) 6" CSTC CHELAN AVE NE TYPICAL ROAD SECTION (47' ROW) SCALE: N.T.S. (STA 1+99.39 TO STA 2+56.04) 12'-15' GRAVEL ACCESS ROAD 71� SLOP4"CRUSHED oE VARIES SURFACING TOP �1E (12% MAX.) _ COURSE (CSTC) 6" QUARRY SPALLS GEOTEXTILE FABRIC TYPICAL MAINTENANCE ACCESS ROAD SECTION SCALE: NTS =9 /1\ I ` 1 S W: 433.1 MA -d0 SW: 433.29 DO 434................................................................ ABBREVIATION KEY SW: FINISHED GRADE ELEVATION @ TOP OF SIDEWALK FL: FINISHED GRADE ELEVATION @ FLOWLINE OF CURB TBC: FINISHED GRADE ELEVATION @ TOP BACK OF CURB DRI VEWA Y DETAIL SCALE: 1 "=5' O U O W � W � U CLCL0 O 00 CLI a 23.5' RIGHT OF WAY DEDICATION 12' 10' 10' PLANTER 2 20' PAVED ROADWAY 5' SIDEWALK PER (MIN.) CITY OF RENTON STD. PLAN 102 (TYP) 1. 5% (MIN.) BOUN SHORT PLAT (ON-SITE GRADING) 201- ,1.5% TIE IN TO EXISTING GRADE @ 2:1 (MAX.) PROPOSED CURB & GUTTER (PER COR DETAIL 101) �4"HMA CL z" (PG 64-22) (MIN.) 6" CSTC COMPACT SUBGRADE TO ACHIEVE 95% OF MAXIMUM DENSITY STANDARD PROCTOR CHELAN AVE NE TYPICAL ROAD SECTION (35' ROW) SCALE: N.T.S. (STA 3+27.79 TO STA 4+04.20) SURVEY DATUM VERTICAL DATUM: HORIZONTAL BASIS OF BEARING: NAVD88 THE MONUMENTED CENTERLINE OF NE 10TH STREET BETWEEN CHELAN AVENUE NE AND DUVALL AVE NE PER BENCHMARK: CITY OF RENTON SHORT PLAT RECORDED UNDER CITY OF RENTON BENCHMARK #RENT159 RECORDING NUMBER 20120110900001 BRASS DISK IN CONCRETE RECESSED 0.6' BELOW THE TOP OF MONUMENT CASE AND COVER IN THE CENTER OF THE N 88030'08" W INTERSECTION AT NE 12TH STAND UNION AVE NE ELEVATION=415.961 EQUIPMENT USED: TOPCON PS 103A TOTAL STATION. STANDARD FIELD TRAVERSE METHODS FOR CONTROL AND STAKING. 4/25/18 NO. U 16' ROW DEDICATION 2' 6' 6' 2' 12' PAVED ROADWAY /b 221., i2% i20/ COMPACT SUBGRADE TO 4" HMA CL z" ACHIEVE 95% OF MAXIMUM (PG 64-22) (MIN.) DENSITY STANDARD PROCTOR 6" CSTC CHELAN PLACE NE TYPICAL ROAD SECTION (LOOKING NORTH) SCALE: N.T.S. SOURCE: CITY OF RENTON AMENDMENTS TO THE KING CO SWDM, REFERENCE 7-B 1. THESE NOTES SHALL APPEAR ON PROJECTS FOR THE SURFACE WATER UTILITY. 2. BEFORE ANY CONSTRUCTION OR DEVELOPMENT ACTIVITY OCCURS, A PRE -CONSTRUCTION MEETING MUST BE HELD BETWEEN THE CITY OF RENTON PLAN REVIEW SECTION AND THE APPLICANT. 3. ALL DESIGN AND CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE RENTON MUNICIPAL CODE (RMC), THE LATEST EDITION OF THE STANDARD SPECIFICATIONS FOR ROAD, BRIDGE AND MUNICIPAL CONSTRUCTION PREPARED BY WSDOT AND THE AMERICAN PUBLIC WORKS ASSOCIATION (APWA), AS AMENDED BY THE CITY OF RENTON PUBLIC WORKS DEPARTMENT. IT SHALL BE THE SOLE RESPONSIBILITY OF THE APPLICANT AND THE PROFESSIONAL CIVIL ENGINEER TO CORRECT ANY ERROR, OMISSION OR VARIATION FROM THE ABOVE REQUIREMENTS FOUND IN THIS PLANS, ALL CORRECTIONS SHALL BE AT NO ADDITIONAL COST TO THE CITY. 4, APPROVAL OF THIS ROAD, GRADING, PARKING AND DRAINAGE PLAN DOES NOT CONSTITUTE AN APPROVAL OF ANY OTHER CONSTRUCTION (E.G. DOMESTIC WATER CONVEYANCE, SEWER CONVEYANCE, GAS, ELECTRICAL. ETC.)THE SURFACE WATER DRAINAGE SYSTEM SHALL BE CONSTRUCTED ACCORDING TO THE APPROVED PLANS, WHICH ARE ON FILE IN WITH THE CITY. ANY DEVIATION FROM THE APPROVED PLANS WILL REQUIRE WRITTEN APPROVAL FROM THE CITY OF RENTON PUBLIC WORKS DEPARTMENT, SURFACE WATER UTILITY SECTION. 5. A 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 REVIEW AND APPROVAL PRIOR TO CONSTRUCTION. 8. FRANCHISED UTILITIES OR OTHER INSTALLATIONS THAT ARE NOT SHOWN ON THESE APPROVED PLANS SHALL NOT BE CONSTRUCTED UNLESS AN APPROVED SET OF PLANS THAT MEET ALL REQUIREMENTS OF CHAPTER 4 OF THE 2009 KING COUNTY SURFACE WATER DESIGN MANUAL ARE SUBMITTED TO THE CITY OF RENTON. 9. DATUM SHALL BE NAVD 88 UNLESS OTHERWISE APPROVED BY THE CITY OF RENTON. REFERENCE BENCHMARK AND ELEVATIONS ARE NOTED ON THE PLANS. 10. ANY DEWATERING SYSTEM NECESSARY FOR THE CONSTRUCTION OF STORMWA TER 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 UTILITY NOTE: THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE APPROXIMATE ONLY AND HAVE NOT BEEN INDEPENDENTLY VERIFIED BY THE OWNER OR ITS REPRESENTATIVE. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK AND AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES THAT HAPPEN DUE TO THE CONTRACTOR'S FAILURE TO LOCATE EXACTLY AND PRESERVE ANY AND ALL UNDERGROUND UTILITIES. BEYLER CONSULTING ASSUMES NO LIABILITY FOR THE LOCATION OF UNDERGROUND UTILITIES. REVISION Know what's below. Call before you dig. SURVEYED: SCALE: BEYLER CONSULT. DESIGNED: 1 DTY/KRD DRAWN: DTY/KRD ONE INCH CHECKED: AT FULL SCALE DRB IF NOT ONE INCH BY DATE AP P R APPROVED: SCALE ACCORDINGLY DRB VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/1991 DATU M U (n Q � . W � W U Un WI U. U U U Q Q Q 16' ACCT SS EASEMENT PROPOSED 2' 1 ASPHALT WEDGE 12' PAVED ROADWAY 4' U� 2' 0 VARIES i2 1/. VARIES 74" HMA CL z" (PG 64-22) (MIN.) 6" CSTC COMPACT SUBGRADE TO ACHIEVE 95010 OF MAXIMUM DENSITY STANDARD PROCTOR ACCESS EASEMENT TYPICAL ROAD SECTION SCALE: N.T.S. 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 RENTON MUNICIPAL CODE TABLE 4-2-11 OA 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 OF ROADSIDE DITCHES, WHERE REQUIRED, SHALL BE OF SOUND QUARRY ROCK PLACED TO A DEPTH OF ONE (1) FOOT AND MUST MEET THE FOLLOWING SPECIFICATIONS: 4 - 8 INCH ROCK 140 - 70% PASSING; 2 - 4 INCH ROCK/ 30 - 40% PASSING; AND LESS THAN 2 INCH ROCK/ 10 - 20% PASSING. 21. ALL BUILDING DOWNSPOUTS AND FOOTING DRAINS SHALL BE CONNECTED TO THE STORM DRAINAGE SYSTEM, UNLESS APPROVED BY THE CITY PLAN REVIEWER OR SURFACE WATER UTILITY SECTION. AN ACCURATELY DIMENSIONED, CERTIFIED AS -BUILT DRAWING OF THIS DRAINAGE SYSTEM WILL BE SUBMITTED TO THE CITY UPON COMPLETION. 22. DRAINAGE OUTLETS (STUB -OUTS) SHALL BE PROVIDED FOR EACH INDIVIDUAL LOT, EXCEPT FOR THOSE LOTS APPROVED FOR INFILTRATION BY THE CITY. STUB -OUTS SHALL CONFORM TO THE FOLLOWING: A. EACH OUTLET SHALL BE SUITABLY LOCATED AT THE LOWEST ELEVATION ON THE LOT, SO AS TO SERVICE ALL FUTURE ROOF DOWNSPOUTS AND FOOTING DRAINS, DRIVEWAYS, YARD DRAINS, AND ANY OTHER SURFACE OR SUBSURFACE DRAINS NECESSARY TO FILL MATERIAL SHALL NOT CONTAIN PETROLEUM PRODUCTS, OR SUBSTANCES WHICH ARE HAZARDOUS, DANGEROUS, TOXIC, OR WHICH OTHERWISE VIOLATE ANY STATE, FEDERAL. OR LOCAL LAW, ORDINANCE, CODE, REGULATION, RULE, ORDER, OR STANDARD. 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 2009 KING COUNTY 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 STUBOUT CONVEYANCE LINES WITH RESPECT TO OTHER UTILITIES (E.G. POWER, GAS, TELEPHONE, TELEVISION). F. ALL INDIVIDUAL STUB -OUTS SHALL BE PRIVATELY OWNED AND MAINTAINED BY THE LOT HOME OWNER. G. STORM DRAINAGE PIPE SYSTEMS SHALL NOT PENETRATE BUILDING FOUNDATIONS, EXCEPT FOR SUMP PUMP DISCHARGE LINES USED TO DRAIN CRAWL SPACES, PROVIDED THE SUMP PUMP SYSTEM INCLUDES BACKFLOW PREVENTION OR A CHECK VALVE. 23. ALL DISTURBED PERVIOUS AREAS (COMPACTED, GRADED, LANDSCAPED, ETC.) OF THE DEVELOPMENT SITE MUST DEMONSTRATE ONE OF THE FOLLOWING: THE EXISTING DUFF LAYER SHALL BE STAGED AND REDISTRIBUTED TO MAINTAIN THE MOISTURE CAPACITY OF THE SOIL, OR; AMENDED SOIL SHALL BE ADDED TO MAINTAIN THE MOISTURE CAPACITY. 24. PROOF OF LIABILITY INSURANCE SHALL BE SUBMITTED TO THE CITY PRIOR TO CONSTRUCTION PERMIT ISSUANCE. 25. ISSUANCE OF THE BUILDING OR CONSTRUCTION PERMITS BY THE CITY OF RENTON DOES NOT RELIEVE THE OWNER OF THE CONTINUING LEGAL OBLIGATION AND/OR LIABILITY CONNECTED WITH STORM SURFACE WATER DISPOSITION. FURTHER, THE CITY OF RENTON DOES NOT ACCEPT ANY OBLIGATION FOR THE PROPER FUNCTIONING AND MAINTENANCE OF THE SYSTEM PROVIDED DURING CONSTRUCTION. 26. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING ADEQUATE SAFEGUARD, SAFETY DEVICES, PROTECTIVE EQUIPMENT, FLAGGERS, AND ANY OTHER NEEDED ACTIONS TO PROTECT THE LIFE, HEALTH, AND SAFETY OF THE PUBLIC, AND TO PROTECT PROPERTY IN CONNECTION WITH THE PERFORMANCE OF WORK. ANY WORK WITHIN THE TRAVELED RIGHT-OF-WAY THAT MAY INTERRUPT NORMAL TRAFFIC FLOW SHALL REQUIRE A TRAFFIC CONTROL PLAN APPROVE BY THE PUBLIC WORKS DEPARTMENT, TRANSPORTATION SYSTEMS DIVISION. ALL SECTIONS OF THE WSDOT STANDARD SPECIFICATIONS 1-07-23 TRAFFIC CONTROL SHALL APPLY. 27. PROJECT LOCATED WITHIN THE AQUIFER PROTECTION AREA (APA) SHALL COMPLY WITH SPECIAL REQUIREMENT #6 OF THE SURFACE WATER DESIGN MANUAL AND AQUIFER PROTECTION REGULATIONS (RMC 4-3-050). IF WORKERS ENTER ANY TRENCH OR OTHER EXCAVATION FOUR OR MORE FEET IN DEPTH THAT DOES NOT MEET THE OPEN PIT REQUIREMENTS OF WSDOT SECTION 2-09.3(3)B, IT SHALL BE SHORED AND CRIBBED. THE CONTRACTOR ALONE SHALL BE RESPONSIBLE FOR WORKERS SAFETY AND BEYLER CONSULTING ASSUMES NO RESPONSIBILITY. ALL TRENCH SAFETY SYSTEMS SHALL MEET THE REQUIREMENTS OF THE WASHINGTON INDUSTRIAL SAFETY AND HEALTH ACT, CHAPTER 49.17 RCW. 1 H N T I T Q J c R-392406 IN COMPLIANCE WITH CITY OF RENTON STANDARDS BEYLER DEVELOPMENT ENGINEERING ' SURFACE WATER UTILITY CONSULTING `~� CONTACT (Fitz -James 04/30/2018 krevans 05/04/2018 phone: 253-301-4157 OFFICE Q fax: 253-336-3950 5920 100TH ST SW, STE 25 beylerconsulting.com Lakewood, WA 98499 DATE: O CITY OF BOUN SHORT PLAT 12/14/2017 = RENTON CONSTRUCTION PLANS PAGE:FIELDOOK:NA ANA LU16-000124 SHPL-A U16-006297 PAGE: z • � f 7 DRAWING N0: Planning/Building/Public Works Dept. GRADING/PAVING/STORMWATER PLAN & PROFILE C6 DUVALL AVE NE SHEET: 6 OF: 19 CO 6' 12' 6' 0. 60101 PROPOSED co 8'PLANTER X15 SW: 433.31 0.6% 6. /o SW: 43 .07 vi 010 p5 0 Fo PROPOSED 5' SIDEWALK d0 SW: 433.14 d0 M 47' 35' 12' 1 12' DEDICATION U U I PER DEED REC # O oI 20050823000001 W I oil ail 21.5' 13.5'- I lr BOUN SHORT PLAT 5'± I I I I (ON-SITE GRADING) 12'± EXISTING PAVEMENT I I VARIES 15.8'± EXISTING PAVEMENT I I 4 8 M PLANTER MAX 27.8'± PAVED ROADWAY �* 1, 5' SIDEWALK PER CITY OF RENTON ill 4.5' STD. PLAN 102 (TYP) WALK EXISTING � I I I ROAD CROWN @ ROW CIL 2%± PROPOSED 3' SAWCUT COMPACT SUBGRADE TO ACHIEVE 95% OF MAXIMUM DENSITY STANDARD PROCTOR 1.5% (MIN.) 1" X1.5% PROPOSED CURB & GUTTER (PER COR DETAIL 101) .4" HMA CL z" (PG 64-22) (MIN.) 6" CSTC CHELAN AVE NE TYPICAL ROAD SECTION (47' ROW) SCALE: N.T.S. (STA 1+99.39 TO STA 2+56.04) 12'-15' GRAVEL ACCESS ROAD 71� SLOP4"CRUSHED oE VARIES SURFACING TOP �1E (12% MAX.) _ COURSE (CSTC) 6" QUARRY SPALLS GEOTEXTILE FABRIC TYPICAL MAINTENANCE ACCESS ROAD SECTION SCALE: NTS =9 /1\ I ` 1 S W: 433.1 MA -d0 SW: 433.29 DO 434................................................................ ABBREVIATION KEY SW: FINISHED GRADE ELEVATION @ TOP OF SIDEWALK FL: FINISHED GRADE ELEVATION @ FLOWLINE OF CURB TBC: FINISHED GRADE ELEVATION @ TOP BACK OF CURB DRI VEWA Y DETAIL SCALE: 1 "=5' O U O W � W � U CLCL0 O 00 CLI a 23.5' RIGHT OF WAY DEDICATION 12' 10' 10' PLANTER 2 20' PAVED ROADWAY 5' SIDEWALK PER (MIN.) CITY OF RENTON STD. PLAN 102 (TYP) 1. 5% (MIN.) BOUN SHORT PLAT (ON-SITE GRADING) 201- ,1.5% TIE IN TO EXISTING GRADE @ 2:1 (MAX.) PROPOSED CURB & GUTTER (PER COR DETAIL 101) �4"HMA CL z" (PG 64-22) (MIN.) 6" CSTC COMPACT SUBGRADE TO ACHIEVE 95% OF MAXIMUM DENSITY STANDARD PROCTOR CHELAN AVE NE TYPICAL ROAD SECTION (35' ROW) SCALE: N.T.S. (STA 3+27.79 TO STA 4+04.20) SURVEY DATUM VERTICAL DATUM: HORIZONTAL BASIS OF BEARING: NAVD88 THE MONUMENTED CENTERLINE OF NE 10TH STREET BETWEEN CHELAN AVENUE NE AND DUVALL AVE NE PER BENCHMARK: CITY OF RENTON SHORT PLAT RECORDED UNDER CITY OF RENTON BENCHMARK #RENT159 RECORDING NUMBER 20120110900001 BRASS DISK IN CONCRETE RECESSED 0.6' BELOW THE TOP OF MONUMENT CASE AND COVER IN THE CENTER OF THE N 88030'08" W INTERSECTION AT NE 12TH STAND UNION AVE NE ELEVATION=415.961 EQUIPMENT USED: TOPCON PS 103A TOTAL STATION. STANDARD FIELD TRAVERSE METHODS FOR CONTROL AND STAKING. 4/25/18 NO. U 16' ROW DEDICATION 2' 6' 6' 2' 12' PAVED ROADWAY /b 221., i2% i20/ COMPACT SUBGRADE TO 4" HMA CL z" ACHIEVE 95% OF MAXIMUM (PG 64-22) (MIN.) DENSITY STANDARD PROCTOR 6" CSTC CHELAN PLACE NE TYPICAL ROAD SECTION (LOOKING NORTH) SCALE: N.T.S. SOURCE: CITY OF RENTON AMENDMENTS TO THE KING CO SWDM, REFERENCE 7-B 1. THESE NOTES SHALL APPEAR ON PROJECTS FOR THE SURFACE WATER UTILITY. 2. BEFORE ANY CONSTRUCTION OR DEVELOPMENT ACTIVITY OCCURS, A PRE -CONSTRUCTION MEETING MUST BE HELD BETWEEN THE CITY OF RENTON PLAN REVIEW SECTION AND THE APPLICANT. 3. ALL DESIGN AND CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE RENTON MUNICIPAL CODE (RMC), THE LATEST EDITION OF THE STANDARD SPECIFICATIONS FOR ROAD, BRIDGE AND MUNICIPAL CONSTRUCTION PREPARED BY WSDOT AND THE AMERICAN PUBLIC WORKS ASSOCIATION (APWA), AS AMENDED BY THE CITY OF RENTON PUBLIC WORKS DEPARTMENT. IT SHALL BE THE SOLE RESPONSIBILITY OF THE APPLICANT AND THE PROFESSIONAL CIVIL ENGINEER TO CORRECT ANY ERROR, OMISSION OR VARIATION FROM THE ABOVE REQUIREMENTS FOUND IN THIS PLANS, ALL CORRECTIONS SHALL BE AT NO ADDITIONAL COST TO THE CITY. 4, APPROVAL OF THIS ROAD, GRADING, PARKING AND DRAINAGE PLAN DOES NOT CONSTITUTE AN APPROVAL OF ANY OTHER CONSTRUCTION (E.G. DOMESTIC WATER CONVEYANCE, SEWER CONVEYANCE, GAS, ELECTRICAL. ETC.)THE SURFACE WATER DRAINAGE SYSTEM SHALL BE CONSTRUCTED ACCORDING TO THE APPROVED PLANS, WHICH ARE ON FILE IN WITH THE CITY. ANY DEVIATION FROM THE APPROVED PLANS WILL REQUIRE WRITTEN APPROVAL FROM THE CITY OF RENTON PUBLIC WORKS DEPARTMENT, SURFACE WATER UTILITY SECTION. 5. A 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 REVIEW AND APPROVAL PRIOR TO CONSTRUCTION. 8. FRANCHISED UTILITIES OR OTHER INSTALLATIONS THAT ARE NOT SHOWN ON THESE APPROVED PLANS SHALL NOT BE CONSTRUCTED UNLESS AN APPROVED SET OF PLANS THAT MEET ALL REQUIREMENTS OF CHAPTER 4 OF THE 2009 KING COUNTY SURFACE WATER DESIGN MANUAL ARE SUBMITTED TO THE CITY OF RENTON. 9. DATUM SHALL BE NAVD 88 UNLESS OTHERWISE APPROVED BY THE CITY OF RENTON. REFERENCE BENCHMARK AND ELEVATIONS ARE NOTED ON THE PLANS. 10. ANY DEWATERING SYSTEM NECESSARY FOR THE CONSTRUCTION OF STORMWA TER 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 UTILITY NOTE: THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE APPROXIMATE ONLY AND HAVE NOT BEEN INDEPENDENTLY VERIFIED BY THE OWNER OR ITS REPRESENTATIVE. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK AND AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES THAT HAPPEN DUE TO THE CONTRACTOR'S FAILURE TO LOCATE EXACTLY AND PRESERVE ANY AND ALL UNDERGROUND UTILITIES. BEYLER CONSULTING ASSUMES NO LIABILITY FOR THE LOCATION OF UNDERGROUND UTILITIES. REVISION Know what's below. Call before you dig. SURVEYED: SCALE: BEYLER CONSULT. DESIGNED: 1 DTY/KRD DRAWN: DTY/KRD ONE INCH CHECKED: AT FULL SCALE DRB IF NOT ONE INCH BY DATE AP P R APPROVED: SCALE ACCORDINGLY DRB VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/1991 DATU M U (n Q � . W � W U Un WI U. U U U Q Q Q 16' ACCT SS EASEMENT PROPOSED 2' 1 ASPHALT WEDGE 12' PAVED ROADWAY 4' U� 2' 0 VARIES i2 1/. VARIES 74" HMA CL z" (PG 64-22) (MIN.) 6" CSTC COMPACT SUBGRADE TO ACHIEVE 95010 OF MAXIMUM DENSITY STANDARD PROCTOR ACCESS EASEMENT TYPICAL ROAD SECTION SCALE: N.T.S. 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 RENTON MUNICIPAL CODE TABLE 4-2-11 OA 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 OF ROADSIDE DITCHES, WHERE REQUIRED, SHALL BE OF SOUND QUARRY ROCK PLACED TO A DEPTH OF ONE (1) FOOT AND MUST MEET THE FOLLOWING SPECIFICATIONS: 4 - 8 INCH ROCK 140 - 70% PASSING; 2 - 4 INCH ROCK/ 30 - 40% PASSING; AND LESS THAN 2 INCH ROCK/ 10 - 20% PASSING. 21. ALL BUILDING DOWNSPOUTS AND FOOTING DRAINS SHALL BE CONNECTED TO THE STORM DRAINAGE SYSTEM, UNLESS APPROVED BY THE CITY PLAN REVIEWER OR SURFACE WATER UTILITY SECTION. AN ACCURATELY DIMENSIONED, CERTIFIED AS -BUILT DRAWING OF THIS DRAINAGE SYSTEM WILL BE SUBMITTED TO THE CITY UPON COMPLETION. 22. DRAINAGE OUTLETS (STUB -OUTS) SHALL BE PROVIDED FOR EACH INDIVIDUAL LOT, EXCEPT FOR THOSE LOTS APPROVED FOR INFILTRATION BY THE CITY. STUB -OUTS SHALL CONFORM TO THE FOLLOWING: A. EACH OUTLET SHALL BE SUITABLY LOCATED AT THE LOWEST ELEVATION ON THE LOT, SO AS TO SERVICE ALL FUTURE ROOF DOWNSPOUTS AND FOOTING DRAINS, DRIVEWAYS, YARD DRAINS, AND ANY OTHER SURFACE OR SUBSURFACE DRAINS NECESSARY TO FILL MATERIAL SHALL NOT CONTAIN PETROLEUM PRODUCTS, OR SUBSTANCES WHICH ARE HAZARDOUS, DANGEROUS, TOXIC, OR WHICH OTHERWISE VIOLATE ANY STATE, FEDERAL. OR LOCAL LAW, ORDINANCE, CODE, REGULATION, RULE, ORDER, OR STANDARD. 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 2009 KING COUNTY 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 STUBOUT CONVEYANCE LINES WITH RESPECT TO OTHER UTILITIES (E.G. POWER, GAS, TELEPHONE, TELEVISION). F. ALL INDIVIDUAL STUB -OUTS SHALL BE PRIVATELY OWNED AND MAINTAINED BY THE LOT HOME OWNER. G. STORM DRAINAGE PIPE SYSTEMS SHALL NOT PENETRATE BUILDING FOUNDATIONS, EXCEPT FOR SUMP PUMP DISCHARGE LINES USED TO DRAIN CRAWL SPACES, PROVIDED THE SUMP PUMP SYSTEM INCLUDES BACKFLOW PREVENTION OR A CHECK VALVE. 23. ALL DISTURBED PERVIOUS AREAS (COMPACTED, GRADED, LANDSCAPED, ETC.) OF THE DEVELOPMENT SITE MUST DEMONSTRATE ONE OF THE FOLLOWING: THE EXISTING DUFF LAYER SHALL BE STAGED AND REDISTRIBUTED TO MAINTAIN THE MOISTURE CAPACITY OF THE SOIL, OR; AMENDED SOIL SHALL BE ADDED TO MAINTAIN THE MOISTURE CAPACITY. 24. PROOF OF LIABILITY INSURANCE SHALL BE SUBMITTED TO THE CITY PRIOR TO CONSTRUCTION PERMIT ISSUANCE. 25. ISSUANCE OF THE BUILDING OR CONSTRUCTION PERMITS BY THE CITY OF RENTON DOES NOT RELIEVE THE OWNER OF THE CONTINUING LEGAL OBLIGATION AND/OR LIABILITY CONNECTED WITH STORM SURFACE WATER DISPOSITION. FURTHER, THE CITY OF RENTON DOES NOT ACCEPT ANY OBLIGATION FOR THE PROPER FUNCTIONING AND MAINTENANCE OF THE SYSTEM PROVIDED DURING CONSTRUCTION. 26. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING ADEQUATE SAFEGUARD, SAFETY DEVICES, PROTECTIVE EQUIPMENT, FLAGGERS, AND ANY OTHER NEEDED ACTIONS TO PROTECT THE LIFE, HEALTH, AND SAFETY OF THE PUBLIC, AND TO PROTECT PROPERTY IN CONNECTION WITH THE PERFORMANCE OF WORK. ANY WORK WITHIN THE TRAVELED RIGHT-OF-WAY THAT MAY INTERRUPT NORMAL TRAFFIC FLOW SHALL REQUIRE A TRAFFIC CONTROL PLAN APPROVE BY THE PUBLIC WORKS DEPARTMENT, TRANSPORTATION SYSTEMS DIVISION. ALL SECTIONS OF THE WSDOT STANDARD SPECIFICATIONS 1-07-23 TRAFFIC CONTROL SHALL APPLY. 27. PROJECT LOCATED WITHIN THE AQUIFER PROTECTION AREA (APA) SHALL COMPLY WITH SPECIAL REQUIREMENT #6 OF THE SURFACE WATER DESIGN MANUAL AND AQUIFER PROTECTION REGULATIONS (RMC 4-3-050). IF WORKERS ENTER ANY TRENCH OR OTHER EXCAVATION FOUR OR MORE FEET IN DEPTH THAT DOES NOT MEET THE OPEN PIT REQUIREMENTS OF WSDOT SECTION 2-09.3(3)B, IT SHALL BE SHORED AND CRIBBED. THE CONTRACTOR ALONE SHALL BE RESPONSIBLE FOR WORKERS SAFETY AND BEYLER CONSULTING ASSUMES NO RESPONSIBILITY. ALL TRENCH SAFETY SYSTEMS SHALL MEET THE REQUIREMENTS OF THE WASHINGTON INDUSTRIAL SAFETY AND HEALTH ACT, CHAPTER 49.17 RCW. 1 H N T I T Q J c R-392406 IN COMPLIANCE WITH CITY OF RENTON STANDARDS BEYLER DEVELOPMENT ENGINEERING ' SURFACE WATER UTILITY CONSULTING `~� CONTACT (Fitz -James 04/30/2018 krevans 05/04/2018 phone: 253-301-4157 OFFICE Q fax: 253-336-3950 5920 100TH ST SW, STE 25 beylerconsulting.com Lakewood, WA 98499 DATE: O CITY OF BOUN SHORT PLAT 12/14/2017 = RENTON CONSTRUCTION PLANS PAGE:FIELDOOK:NA ANA LU16-000124 SHPL-A U16-006297 PAGE: z • � f 7 DRAWING N0: Planning/Building/Public Works Dept. GRADING/PAVING/STORMWATER PLAN & PROFILE C6 DUVALL AVE NE SHEET: 6 OF: 19 CO Nt N O co I O 0 U-1 I- 0 0 0 N c 0 a '0 0 a 0 0 t N c 0 0 m 0 0 N I 0 i N N r i 3 0 0 rn v w w U 0 0 0 0 m 0 Y Y 0 O N I 0 i O O I 0 N 0 i X LJ a Z J 44 10'X5 WITH 3'X LOCATED (ST 43. S7 43 42. 42 PROPOSED G EXISTIN VAULT SEC 41. S 5 GRATED LOCKING ACCESS PANEL 10'X5 GRATED LOCKING ACCESS PANEL 3' ACCESS HATCH. LADDER TO BE WITH 3'X3' ACCESS HATCH. LADDER TO BE DIRECTLY BELOW ACCESS HATCH. LOCATED DIRECTLY BELOW ACCESS HATCH. EEL BAR GRATING OR EQUIV. SEE (STEEL BAR GRATING OR EQUIV. SEE TRUCTURAL PLANS FOR DETAILS) STRUCTURAL PLANS FOR DETAILS) PROPOSED GRADE ALONG V P/L SECTION LINE (TYP) 8, PROPOSED _ ROCKERY - i_ _ _ - -- o TOP OFDETENTION = 433.8 EXISTING GRADE ALO T/V:434.3 T/V: 434.3 VAULT SECTION LINE (TYP) D. GALVANIZED HANDHELDS, DETENTION ONL STEPS OR LADDER (TYP.) = o TOP OF WQ/BOTTOM OFUj _ - -11 DETENTION = 428.7 -< 2 W� 1.0% Q N � � ~ - B/V:426.52 Q B/V:426.70 SEDIMENT STORAGE 423.7 5.0% 8/V: 422.83 B/V: 422.83 8/V:422.43 RADE ALONG VAULT 16' 18' SECTION LINE (TYP) TOTAL VAULT WIDTH = 34' I 3 GRADE ALONG ABBREVIATION KEY TION LINE (TYP) B/V: FINISHED GRADE ELEVATION @ BOTTOM OF VAULT (INTERIOR) T/ V: FINISHED GRADE ELEVATION @ TOP OF VAULT (INTERIOR) i M m Mcf Mr') Mry)� Mrn 200+00 200+50 DETENTION/WQ VAULT SECTION B -B SCALE: HORIZONTAL: 1"=10' VERTICAL: 1 "=5' 1. ACCESS CONSISTING OF A FRAME AND LOCKING COVER SHALL BE PROVIDED OVER THE INLET PIPE AND OUTLET STRUCTURE (SEE KCRS DRAWING NO. 7-022 AND 7-023). ACCESS OPENINGS SHALL BE POSITIONED A MAXIMUM OF 50 FEET FROM ANY LOCATION WITHIN THE VAULT; ADDITIONAL ACCESS POINTS MAY BE REQUIRED ON LARGE VAULTS. IF MORE THAN ONE "V" IS PROVIDED IN THE VAULT FLOOR, ACCESS TO EACH "V" MUST BE PROVIDED. 2. FOR VAULTS WITH GREATER THAN 1250 SQUARE FEET OF FLOOR AREA, A 5' BY 10' REMOVABLE, LOCKING PANEL SHALL BE PROVIDED. ALTERNATIVELY, A SEPARATE ACCESS VAULT MAY BE PROVIDED AS SHOWN IN FIGURE 5.3.3.A (P. 5-37). 3. FOR VAULTS UNDER ROADWAYS, THE REMOVABLE PANEL MUST BE LOCATED OUTSIDE THE TRAVEL LANES. ALTERNATIVELY, MULTIPLE STANDARD LOCKING MANHOLE COVERS (SEE KCRS DRAWING NO. 7-022 AND 7-023) MAY BE PROVIDED. SPACING OF MANHOLE COVERS SHALL BE 12 FEET, MEASURED ON CENTER, TO FACILITATE REMOVAL OF SEDIMENT. LADDERS AND HAND -HOLDS NEED ONLY BE PROVIDED AT THE OUTLET PIPE AND INLET PIPE,AND AS NEEDED TO MEET OSHA CONFINED SPACE REQUIREMENTS. VAULTS PROVIDING MANHOLE ACCESS AT 12 -FOOT SPACING NEED NOT PROVIDE CORNER VENTILATION PIPES AS SPECIFIED IN ITEM 10 BELOW. 4. ALL ACCESS OPENINGS, EXCEPT THOSE COVERED BY REMOVABLE PANELS, SHALL HAVE ROUND, SOLID LOCKING COVERS (SEE KCRS DRAWING NOS. 7-022 AND 7-023), OR 3 -FOOT SQUARE, LOCKING DIAMOND PLATE COVERS. FOR RAISED OPENINGS WHERE THE DEPTH FROM THE IRON COVER TO THE TOP OF THE VAULT EXCEEDS A PORTION OF SECTION 10, TOWNSHIP 23 N., RANGE 05 E., W.M. APPROX. LOCATION OF EXISTING 4" D.I. WATER MAIN (KCWD 90) (REF. REC # R-338610 FOR GENERAL LOCATION) 45 W O W U 40 Q Q I ACCESS ROAD VA Qi p (ALLEY) &J ill I 0 : FG :435.14 35 _ I - N --.....-.....-.:.°.............� NG �....:: I ..... ...... ..:... FG :436.71 ,....: . :426.52 •• FG 43780 •. .�. ® : ....30 BV:422.50 ::::::::::::' O ..........:: :c • A B/V:422.06 6 C7 100+00 .' ........ . . J, 25 U)7 - - - J 4.G72FG :437.28 •BV:422.50 20 _ ---- PROPOSED ROCKERY 3.5' (MAX. ) (SEE SHEET C4 FOR DETAILS) PIPE CROSSING 15 BOTTOM OF TOP PIPE 428.6 (12" STORM) TOP OF BOTTOM PIPE 428.4 (4" WATER)(FIELD VERIFY) APPROXIMATE VERTICAL SEPARATION = 0.2' MINIMUM REQUIRED VERTICAL SEPARATION = 0.5' INSTALL PRESSURE RATED CASING EXTENDING 10' ON EITHER SIDE OF CROSSING (CONTRACTOR SHALL POTHOLE TO VERIFY EXISTING HORIZONTAL AND VERTICAL LOCATION OF EXISTING 4" DUCTILE IRON WATER MAIN OWNED AND OPERATED BY 200+60 KING COUNTY WATER DISTRICT 90 (KCWD 90) THE CONTRACTOR SHALL NOTIFY THE ENGINEER OF �5 RECORD, THE CITY OF RENTON, AND KCWD 90 OF ANY DISCREPANCIES BETWEEN THE ELEVATIONS REFERENCED ABOVE AND ACTUAL FIELD CONDITIONS) 4/26/18 RESTRICTED FOOTPRINT TABLE (PER C.2,9,2 2009 KCSWDM) FOR SITES/LOTS THAT ARE SMALLER THAN 22,000 SQUARE FEET, ANY RECORDED LIMIT ON TOTAL IMPERVIOUS SURFACE LESS THAN A NORM OF 4,000 SQUARE FEET OR THE MAXIMUM ALLOWED BY THE SITE/LOT'S ZONING, WHICHEVER IS SMALLER, QUALIFIES FOR A RESTRICTED FOOTPRINT CREDIT EQUAL TO THE DIFFERENCE IN SQUARE FOOTAGE. LOT # LOT SIZE (SF) MAX. IMPERV. ALLOWED (SF) LOT 1 5,172 2,845 LOT 2 6,121 3,367 LOT 3 6,168 3,383 LOT 4 6,245 3,376 LOT 5 5,731 3,152 LOT 6 5,718 3,145 LOT 7 6,553 3,345 24 INCHES, AN ACCESS STRUCTURE EQUIVALENT TO A TYPE 2 CATCH BASIN OR TYPE 1 MANHOLE SHALL BE USED (SEE KCRS DRAWING NOS. 7-005 AND 7-007). THE OPENING IN THE VAULT LID NEED NOT EXCEED 24 INCHES IN DIAMETER. 5. VAULTS WITH WIDTHS 10 FEET OR LESS MUST HAVE REMOVABLE LIDS, REQUIRED VENTILATION: 6. THE MAXIMUM DEPTH FROM FINISHED GRADE TO THE VAULT 4% OF SECOND CELL SURFACE AREA = 0. 04 *73.5*17.25 = 51 SF INVERT SHALL BE 20 FEET. 7. INTERNAL STRUCTURAL WALLS OF LARGE VAULTS SHALL BE PROVIDED VENTILATION: PROVIDED WITH OPENINGS SUFFICIENT FOR MAINTENANCE (2) 5X10 GRATED ACCESS PANELS = 100 SF ACCESS BETWEEN CELLS. THE OPENINGS SHALL BE SIZED AND SITUATED TO ALLOW ACCESS TO THE MAINTENANCE "V" IN THE VAULT FLOOR. 8. THE MINIMUM INTERNAL HEIGHT SHALL BE 7 FEET FROM THE HIGHEST POINT OF THE VAULT FLOOR (NOT SUMP), AND THE MINIMUM WIDTH SHALL BE 4 FEET. 1. THESE PLANS ARE APPROVED FOR STANDARD ROAD AND DRAINAGE EXCEPTIONS: IMPROVEMENTS ONLY. PLANS FOR STRUCTURES SUCH AS BRIDGES, • CONCRETE VAULTS MAY BE A MINIMUM 3 FEET IN HEIGHT AND VAULTS, AND RETAINING WALLS REQUIRE A SEPARATE REVIEW AND WIDTH IF USED AS TANKS WITH ACCESS MANHOLES AT EACH APPROVAL BY CITY OF RENTON BUILDING DEPARTMENT PRIOR TO END, AND IF THE WIDTH IS NO LARGER THAN THE HEIGHT. CONSTRUCTION. THE MINIMUM INTERNAL HEIGHT REQUIREMENT MAYBE WAIVED 2. ROCKERIES ARE CONSIDERED TO BE A METHOD OF BANK • FOR ANY AREAS COVERED BY REMOVABLE PANELS. STABILIZATION AND EROSION CONTROL. ROCKERIES SHALL NOT BE 9. VENTILATION PIPES (MINIMUM 12 -INCH DIAMETER OR EQUIVALENT) CONSTRUCTED TO SERVE AS RETAINING WALLS. ALL ROCKERIES IN SHALL BE PROVIDED IN ALL FOUR CORNERS OF VAULTS TO ALLOW CITY RIGHT-OF-WAY SHALL BE CONSTRUCTED IN ACCORDANCE WITH FOR ARTIFICIAL VENTILATION PRIOR TO ENTRY OF MAINTENANCE COR STANDARDS. ROCKERIES OUTSIDE OF ROAD RIGHT-OF-WAY SHALL PERSONNEL INTO THE VAULT. BE CONSTRUCTED IN ACCORDANCE WITH THE INTERNATIONAL BUILDING CODE. 444 PROPOSED 12' GRAVEL MAINTENANCE ACCESS ROAD 10'X5 GRATED LOCKING ACCESS PANEL WITH 3'X3' ACCESS HATCH. LADDER TO BE LOCATED DIRECTLY BELOW ACCESS HATCH. (STEEL BAR GRATING OR EQUIV. SEE STRUCTURAL PLANS FOR DETAILS) 435 z i 39 LF - 12" DI 430-r@S=0.50°x° TO CB# 1 42 42 41 B/V: 422.06 100+00 UTILITY NOTE: THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE APPROXIMATE ONLY AND HAVE NOT BEEN INDEPENDENTLY VERIFIED BY THE OWNER OR ITS REPRESENTATIVE. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK AND AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES THAT HAPPEN DUE TO THE CONTRACTOR'S FAILURE TO LOCATE EXACTLY AND PRESERVE ANY AND ALL UNDERGROUND UTILITIES. BEYLER CONSULTING ASSUMES NO LIABILITY FOR THE LOCATION OF UNDERGROUND UTILITIES. THE PIPE DIMENSIONS SHOWN ARE MEASURED FROM CENTER OF STRUCTURE TO CENTER OF STRUCTURE REVISION PROPOSED PUBLIC DRAINAGE.EASEMENT ...................................... / 12' VENTILATION PIPE (TO COVER TALL OF TRACT A) B WITH METAL COVER (3 CORNERS)(TYP) Iv � 0 + 21+00, • FG :438.04 PROPOSED DETENTION/WQ VAULT (3,709 SF) 100+50 • FG :438.15 BV:426.70 • FG :438 • •......................................• BV:426.52 • 6 TRACT A C7 7,217 S9IT 108' B/V: 422.43 BV: 422.87 10'X5 GRATED LOCKING ACCESS PANEL WITH 3'X3' ACCESS HATCH. LADDER TO BE LOCATED DIRECTLY Nj • BELOW ACCESS HATCH. (STEEL BAR GRATING OR cl o EQUIV. SEE STRUCTURAL PLANS FOR DETAILS) o o B DETENTION/WQ VAULT PLAN SCALE: 1"=10' PROPOSED GRADE ALONG ACCESS ROAD CENTERLINE (TYP) PROPOSED GRADE ALONG VAULT SECTION LINE (TYP) EXISTING GRADE ALONG VAULT SECTION LINE (TYP) 12' 10'X5 GRATED LOCKING ACCESS PANEL WITH 3'X3' ACCESS HATCH. LADDER TO BE LOCATED DIRECTLY BELOW ACCESS HATCH. (STEEL BAR GRATING OR EQUIV. SEE STRUCTURAL PLANS FOR DETAILS) PROPERTY LINE C B/V:422.26 101+00 10 5 0 10 20 SCALE: 1" = 10' 21+S BV:426.70 0 �. FG :437.57 'vim BV: 426.52 FG :438. 01 A V: 422.70 101+ � 10'X5 GRATED LOCKING ACCESS PANEL WITH 3'X3' ACCESS HATCH. LADDER TO BE LOCATED DIRECTLY BELOW ACCESS HATCH. \ (STEEL BAR GRATING OR EQUIV. SEE STRUCTURAL PLANS FOR DETAILS) BV:422.70 1 BV: FINISHED GRADE ELEVATION @ BOTTOM OF VAULT (INTERIOR) FG: FINISHED GRADE ELEVATION @ TOP OF GRAVEL ACCESS ROAD IF - - - TOP OF DETENTION = 433.8 *REQUIRED DETENTION VOLUME: 18,092 CF T/V:434.3 *PROVIDED DETENTION VOLUME: 18,727 CF PROPOSED FLOW RESTRICTOR _ (1 08'Lx34'Wx5. 1'D) (SEE FLOW RESTICTOR DETAIL STD. GALVANIZED HANDHELDS, - SHEET C8) STEPS OR LADDER (TYP.) 0.5% T_ TOP OF WQ/BOTTOM OF DETENTION = 428.7 - - *REQUIRED WETVAULT VOLUME: 3,607 CF *PROVIDED WETVAULT VOLUME: 8,640 CF (108'Lx16'Wx5'D) 12" INLET - IE 426.70 -4 BOTTOM OF WQ/TOP OF SEDIMENT STORAGE = 423.7 0.5°ro B/V: 422.43 74 INTERIOR WATER QUALITY VAULT LENGTH = 108' EXISTING GRADE ALONG PROPOSED GRADE ALONG VAULT VAULT SECTION LINE SECTION LINE (TYP) (TYP) Ln p p M p Ul 0 O N r< N ^ M N M f\ I- I\ -11: I\ CF "h I\ a � � 10'X5 GRATED LOCKING ACCESS PANEL WITH 3'X3' ACCESS HATCH. LADDER TO BE LOCATED DIRECTLY BELOW ACCESS HATCH. (STEEL BAR GRATING OR EQUIV, SEE STRUCTURAL PLANS FOR DETAILS) 9 LF - 12" CPE -SW @S=8.53% TYPE 2-48 RI 43 RIM 437.57 12" IE 427.50 (IN -N) 34' 12" IE 427.50 (OUT- W) ABBREVIATION KEY B/V: FINISHED GRADE ELEVATION @ BOTTOM OF VAULT (INTERIOR) T/V: FINISHED GRADE ELEVATION @ TOP OF VAULT (INTERIOR) O10 M N M M M cl j M N M cl j M cl j �f- �1• �' � d' d- Ch d- 5 15 100+50 101+00 101+40 DETENTION/WQ VAULT SECTION A -A NOTE: CONSTRUCTION OF THE FOOTING DRAINS FOR STORM DRAINAGE VAULT WILL BE COORDINATED WITH STRUCTURAL VAULT SCALE: HORIZONTAL: 1"=10' PLANS. STRUCTURAL VAULT PLANS UNDER SEPARATE PERMIT. VERTICAL: 1 "=5' Know what's below. Call before you dig. SURVEYED: SCALE: BEYLER CONSULT. "= DESIGNED: 1 10' DTY/KRD DRAWN: DTY/KRD ONE INCH CHECKED: AT FULL SCALE DRB IF NOT ONE INCH BY DATE APPR APPROVED: SCALE ACCORDINGLY DRB BEYLER CONSULTING CONTACT phone: 253-301-4157 OFFICE fax: 253-336-3950 5920 100TH ST SW, STE 25 beylerconsulting.com Lakewood, WA 98499 VERTICAL: NAVD 1988 • CITY 0 I HORIZONTAL: NAD 1983/183/1 991 RENTON DATUM • Planning/Building/Public Works Dept R-392407 IN COMPLIANCE WITH CITY OF RENTON STANDARDS N T O O I T Q J DEVELOPMENT ENGINEERING + SURFACE WATER UTILITY (Fitz -James 04/30/2018 krevans 05/04/2018 ~ a J DATE: BOUN SHORT PLAT 12/14/2017 = CONSTRUCTION PLANS PAGE: OK: NA LUA16-000124 SHPL-A U16-006297 PAGE• NA z 7 7 DRAWING NO: STORMWATER DETENTION & WATER QUALITY VAULT C7 O SHEET: OF: 7 1 M 200+00 200+50 DETENTION/WQ VAULT SECTION B -B SCALE: HORIZONTAL: 1"=10' VERTICAL: 1 "=5' 1. ACCESS CONSISTING OF A FRAME AND LOCKING COVER SHALL BE PROVIDED OVER THE INLET PIPE AND OUTLET STRUCTURE (SEE KCRS DRAWING NO. 7-022 AND 7-023). ACCESS OPENINGS SHALL BE POSITIONED A MAXIMUM OF 50 FEET FROM ANY LOCATION WITHIN THE VAULT; ADDITIONAL ACCESS POINTS MAY BE REQUIRED ON LARGE VAULTS. IF MORE THAN ONE "V" IS PROVIDED IN THE VAULT FLOOR, ACCESS TO EACH "V" MUST BE PROVIDED. 2. FOR VAULTS WITH GREATER THAN 1250 SQUARE FEET OF FLOOR AREA, A 5' BY 10' REMOVABLE, LOCKING PANEL SHALL BE PROVIDED. ALTERNATIVELY, A SEPARATE ACCESS VAULT MAY BE PROVIDED AS SHOWN IN FIGURE 5.3.3.A (P. 5-37). 3. FOR VAULTS UNDER ROADWAYS, THE REMOVABLE PANEL MUST BE LOCATED OUTSIDE THE TRAVEL LANES. ALTERNATIVELY, MULTIPLE STANDARD LOCKING MANHOLE COVERS (SEE KCRS DRAWING NO. 7-022 AND 7-023) MAY BE PROVIDED. SPACING OF MANHOLE COVERS SHALL BE 12 FEET, MEASURED ON CENTER, TO FACILITATE REMOVAL OF SEDIMENT. LADDERS AND HAND -HOLDS NEED ONLY BE PROVIDED AT THE OUTLET PIPE AND INLET PIPE,AND AS NEEDED TO MEET OSHA CONFINED SPACE REQUIREMENTS. VAULTS PROVIDING MANHOLE ACCESS AT 12 -FOOT SPACING NEED NOT PROVIDE CORNER VENTILATION PIPES AS SPECIFIED IN ITEM 10 BELOW. 4. ALL ACCESS OPENINGS, EXCEPT THOSE COVERED BY REMOVABLE PANELS, SHALL HAVE ROUND, SOLID LOCKING COVERS (SEE KCRS DRAWING NOS. 7-022 AND 7-023), OR 3 -FOOT SQUARE, LOCKING DIAMOND PLATE COVERS. FOR RAISED OPENINGS WHERE THE DEPTH FROM THE IRON COVER TO THE TOP OF THE VAULT EXCEEDS A PORTION OF SECTION 10, TOWNSHIP 23 N., RANGE 05 E., W.M. APPROX. LOCATION OF EXISTING 4" D.I. WATER MAIN (KCWD 90) (REF. REC # R-338610 FOR GENERAL LOCATION) 45 W O W U 40 Q Q I ACCESS ROAD VA Qi p (ALLEY) &J ill I 0 : FG :435.14 35 _ I - N --.....-.....-.:.°.............� NG �....:: I ..... ...... ..:... FG :436.71 ,....: . :426.52 •• FG 43780 •. .�. ® : ....30 BV:422.50 ::::::::::::' O ..........:: :c • A B/V:422.06 6 C7 100+00 .' ........ . . J, 25 U)7 - - - J 4.G72FG :437.28 •BV:422.50 20 _ ---- PROPOSED ROCKERY 3.5' (MAX. ) (SEE SHEET C4 FOR DETAILS) PIPE CROSSING 15 BOTTOM OF TOP PIPE 428.6 (12" STORM) TOP OF BOTTOM PIPE 428.4 (4" WATER)(FIELD VERIFY) APPROXIMATE VERTICAL SEPARATION = 0.2' MINIMUM REQUIRED VERTICAL SEPARATION = 0.5' INSTALL PRESSURE RATED CASING EXTENDING 10' ON EITHER SIDE OF CROSSING (CONTRACTOR SHALL POTHOLE TO VERIFY EXISTING HORIZONTAL AND VERTICAL LOCATION OF EXISTING 4" DUCTILE IRON WATER MAIN OWNED AND OPERATED BY 200+60 KING COUNTY WATER DISTRICT 90 (KCWD 90) THE CONTRACTOR SHALL NOTIFY THE ENGINEER OF �5 RECORD, THE CITY OF RENTON, AND KCWD 90 OF ANY DISCREPANCIES BETWEEN THE ELEVATIONS REFERENCED ABOVE AND ACTUAL FIELD CONDITIONS) 4/26/18 RESTRICTED FOOTPRINT TABLE (PER C.2,9,2 2009 KCSWDM) FOR SITES/LOTS THAT ARE SMALLER THAN 22,000 SQUARE FEET, ANY RECORDED LIMIT ON TOTAL IMPERVIOUS SURFACE LESS THAN A NORM OF 4,000 SQUARE FEET OR THE MAXIMUM ALLOWED BY THE SITE/LOT'S ZONING, WHICHEVER IS SMALLER, QUALIFIES FOR A RESTRICTED FOOTPRINT CREDIT EQUAL TO THE DIFFERENCE IN SQUARE FOOTAGE. LOT # LOT SIZE (SF) MAX. IMPERV. ALLOWED (SF) LOT 1 5,172 2,845 LOT 2 6,121 3,367 LOT 3 6,168 3,383 LOT 4 6,245 3,376 LOT 5 5,731 3,152 LOT 6 5,718 3,145 LOT 7 6,553 3,345 24 INCHES, AN ACCESS STRUCTURE EQUIVALENT TO A TYPE 2 CATCH BASIN OR TYPE 1 MANHOLE SHALL BE USED (SEE KCRS DRAWING NOS. 7-005 AND 7-007). THE OPENING IN THE VAULT LID NEED NOT EXCEED 24 INCHES IN DIAMETER. 5. VAULTS WITH WIDTHS 10 FEET OR LESS MUST HAVE REMOVABLE LIDS, REQUIRED VENTILATION: 6. THE MAXIMUM DEPTH FROM FINISHED GRADE TO THE VAULT 4% OF SECOND CELL SURFACE AREA = 0. 04 *73.5*17.25 = 51 SF INVERT SHALL BE 20 FEET. 7. INTERNAL STRUCTURAL WALLS OF LARGE VAULTS SHALL BE PROVIDED VENTILATION: PROVIDED WITH OPENINGS SUFFICIENT FOR MAINTENANCE (2) 5X10 GRATED ACCESS PANELS = 100 SF ACCESS BETWEEN CELLS. THE OPENINGS SHALL BE SIZED AND SITUATED TO ALLOW ACCESS TO THE MAINTENANCE "V" IN THE VAULT FLOOR. 8. THE MINIMUM INTERNAL HEIGHT SHALL BE 7 FEET FROM THE HIGHEST POINT OF THE VAULT FLOOR (NOT SUMP), AND THE MINIMUM WIDTH SHALL BE 4 FEET. 1. THESE PLANS ARE APPROVED FOR STANDARD ROAD AND DRAINAGE EXCEPTIONS: IMPROVEMENTS ONLY. PLANS FOR STRUCTURES SUCH AS BRIDGES, • CONCRETE VAULTS MAY BE A MINIMUM 3 FEET IN HEIGHT AND VAULTS, AND RETAINING WALLS REQUIRE A SEPARATE REVIEW AND WIDTH IF USED AS TANKS WITH ACCESS MANHOLES AT EACH APPROVAL BY CITY OF RENTON BUILDING DEPARTMENT PRIOR TO END, AND IF THE WIDTH IS NO LARGER THAN THE HEIGHT. CONSTRUCTION. THE MINIMUM INTERNAL HEIGHT REQUIREMENT MAYBE WAIVED 2. ROCKERIES ARE CONSIDERED TO BE A METHOD OF BANK • FOR ANY AREAS COVERED BY REMOVABLE PANELS. STABILIZATION AND EROSION CONTROL. ROCKERIES SHALL NOT BE 9. VENTILATION PIPES (MINIMUM 12 -INCH DIAMETER OR EQUIVALENT) CONSTRUCTED TO SERVE AS RETAINING WALLS. ALL ROCKERIES IN SHALL BE PROVIDED IN ALL FOUR CORNERS OF VAULTS TO ALLOW CITY RIGHT-OF-WAY SHALL BE CONSTRUCTED IN ACCORDANCE WITH FOR ARTIFICIAL VENTILATION PRIOR TO ENTRY OF MAINTENANCE COR STANDARDS. ROCKERIES OUTSIDE OF ROAD RIGHT-OF-WAY SHALL PERSONNEL INTO THE VAULT. BE CONSTRUCTED IN ACCORDANCE WITH THE INTERNATIONAL BUILDING CODE. 444 PROPOSED 12' GRAVEL MAINTENANCE ACCESS ROAD 10'X5 GRATED LOCKING ACCESS PANEL WITH 3'X3' ACCESS HATCH. LADDER TO BE LOCATED DIRECTLY BELOW ACCESS HATCH. (STEEL BAR GRATING OR EQUIV. SEE STRUCTURAL PLANS FOR DETAILS) 435 z i 39 LF - 12" DI 430-r@S=0.50°x° TO CB# 1 42 42 41 B/V: 422.06 100+00 UTILITY NOTE: THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE APPROXIMATE ONLY AND HAVE NOT BEEN INDEPENDENTLY VERIFIED BY THE OWNER OR ITS REPRESENTATIVE. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK AND AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES THAT HAPPEN DUE TO THE CONTRACTOR'S FAILURE TO LOCATE EXACTLY AND PRESERVE ANY AND ALL UNDERGROUND UTILITIES. BEYLER CONSULTING ASSUMES NO LIABILITY FOR THE LOCATION OF UNDERGROUND UTILITIES. THE PIPE DIMENSIONS SHOWN ARE MEASURED FROM CENTER OF STRUCTURE TO CENTER OF STRUCTURE REVISION PROPOSED PUBLIC DRAINAGE.EASEMENT ...................................... / 12' VENTILATION PIPE (TO COVER TALL OF TRACT A) B WITH METAL COVER (3 CORNERS)(TYP) Iv � 0 + 21+00, • FG :438.04 PROPOSED DETENTION/WQ VAULT (3,709 SF) 100+50 • FG :438.15 BV:426.70 • FG :438 • •......................................• BV:426.52 • 6 TRACT A C7 7,217 S9IT 108' B/V: 422.43 BV: 422.87 10'X5 GRATED LOCKING ACCESS PANEL WITH 3'X3' ACCESS HATCH. LADDER TO BE LOCATED DIRECTLY Nj • BELOW ACCESS HATCH. (STEEL BAR GRATING OR cl o EQUIV. SEE STRUCTURAL PLANS FOR DETAILS) o o B DETENTION/WQ VAULT PLAN SCALE: 1"=10' PROPOSED GRADE ALONG ACCESS ROAD CENTERLINE (TYP) PROPOSED GRADE ALONG VAULT SECTION LINE (TYP) EXISTING GRADE ALONG VAULT SECTION LINE (TYP) 12' 10'X5 GRATED LOCKING ACCESS PANEL WITH 3'X3' ACCESS HATCH. LADDER TO BE LOCATED DIRECTLY BELOW ACCESS HATCH. (STEEL BAR GRATING OR EQUIV. SEE STRUCTURAL PLANS FOR DETAILS) PROPERTY LINE C B/V:422.26 101+00 10 5 0 10 20 SCALE: 1" = 10' 21+S BV:426.70 0 �. FG :437.57 'vim BV: 426.52 FG :438. 01 A V: 422.70 101+ � 10'X5 GRATED LOCKING ACCESS PANEL WITH 3'X3' ACCESS HATCH. LADDER TO BE LOCATED DIRECTLY BELOW ACCESS HATCH. \ (STEEL BAR GRATING OR EQUIV. SEE STRUCTURAL PLANS FOR DETAILS) BV:422.70 1 BV: FINISHED GRADE ELEVATION @ BOTTOM OF VAULT (INTERIOR) FG: FINISHED GRADE ELEVATION @ TOP OF GRAVEL ACCESS ROAD IF - - - TOP OF DETENTION = 433.8 *REQUIRED DETENTION VOLUME: 18,092 CF T/V:434.3 *PROVIDED DETENTION VOLUME: 18,727 CF PROPOSED FLOW RESTRICTOR _ (1 08'Lx34'Wx5. 1'D) (SEE FLOW RESTICTOR DETAIL STD. GALVANIZED HANDHELDS, - SHEET C8) STEPS OR LADDER (TYP.) 0.5% T_ TOP OF WQ/BOTTOM OF DETENTION = 428.7 - - *REQUIRED WETVAULT VOLUME: 3,607 CF *PROVIDED WETVAULT VOLUME: 8,640 CF (108'Lx16'Wx5'D) 12" INLET - IE 426.70 -4 BOTTOM OF WQ/TOP OF SEDIMENT STORAGE = 423.7 0.5°ro B/V: 422.43 74 INTERIOR WATER QUALITY VAULT LENGTH = 108' EXISTING GRADE ALONG PROPOSED GRADE ALONG VAULT VAULT SECTION LINE SECTION LINE (TYP) (TYP) Ln p p M p Ul 0 O N r< N ^ M N M f\ I- I\ -11: I\ CF "h I\ a � � 10'X5 GRATED LOCKING ACCESS PANEL WITH 3'X3' ACCESS HATCH. LADDER TO BE LOCATED DIRECTLY BELOW ACCESS HATCH. (STEEL BAR GRATING OR EQUIV, SEE STRUCTURAL PLANS FOR DETAILS) 9 LF - 12" CPE -SW @S=8.53% TYPE 2-48 RI 43 RIM 437.57 12" IE 427.50 (IN -N) 34' 12" IE 427.50 (OUT- W) ABBREVIATION KEY B/V: FINISHED GRADE ELEVATION @ BOTTOM OF VAULT (INTERIOR) T/V: FINISHED GRADE ELEVATION @ TOP OF VAULT (INTERIOR) O10 M N M M M cl j M N M cl j M cl j �f- �1• �' � d' d- Ch d- 5 15 100+50 101+00 101+40 DETENTION/WQ VAULT SECTION A -A NOTE: CONSTRUCTION OF THE FOOTING DRAINS FOR STORM DRAINAGE VAULT WILL BE COORDINATED WITH STRUCTURAL VAULT SCALE: HORIZONTAL: 1"=10' PLANS. STRUCTURAL VAULT PLANS UNDER SEPARATE PERMIT. VERTICAL: 1 "=5' Know what's below. Call before you dig. SURVEYED: SCALE: BEYLER CONSULT. "= DESIGNED: 1 10' DTY/KRD DRAWN: DTY/KRD ONE INCH CHECKED: AT FULL SCALE DRB IF NOT ONE INCH BY DATE APPR APPROVED: SCALE ACCORDINGLY DRB BEYLER CONSULTING CONTACT phone: 253-301-4157 OFFICE fax: 253-336-3950 5920 100TH ST SW, STE 25 beylerconsulting.com Lakewood, WA 98499 VERTICAL: NAVD 1988 • CITY 0 I HORIZONTAL: NAD 1983/183/1 991 RENTON DATUM • Planning/Building/Public Works Dept R-392407 IN COMPLIANCE WITH CITY OF RENTON STANDARDS N T O O I T Q J DEVELOPMENT ENGINEERING + SURFACE WATER UTILITY (Fitz -James 04/30/2018 krevans 05/04/2018 ~ a J DATE: BOUN SHORT PLAT 12/14/2017 = CONSTRUCTION PLANS PAGE: OK: NA LUA16-000124 SHPL-A U16-006297 PAGE• NA z 7 7 DRAWING NO: STORMWATER DETENTION & WATER QUALITY VAULT C7 O SHEET: OF: 7 1 M •BV:422.50 20 _ ---- PROPOSED ROCKERY 3.5' (MAX. ) (SEE SHEET C4 FOR DETAILS) PIPE CROSSING 15 BOTTOM OF TOP PIPE 428.6 (12" STORM) TOP OF BOTTOM PIPE 428.4 (4" WATER)(FIELD VERIFY) APPROXIMATE VERTICAL SEPARATION = 0.2' MINIMUM REQUIRED VERTICAL SEPARATION = 0.5' INSTALL PRESSURE RATED CASING EXTENDING 10' ON EITHER SIDE OF CROSSING (CONTRACTOR SHALL POTHOLE TO VERIFY EXISTING HORIZONTAL AND VERTICAL LOCATION OF EXISTING 4" DUCTILE IRON WATER MAIN OWNED AND OPERATED BY 200+60 KING COUNTY WATER DISTRICT 90 (KCWD 90) THE CONTRACTOR SHALL NOTIFY THE ENGINEER OF �5 RECORD, THE CITY OF RENTON, AND KCWD 90 OF ANY DISCREPANCIES BETWEEN THE ELEVATIONS REFERENCED ABOVE AND ACTUAL FIELD CONDITIONS) 4/26/18 RESTRICTED FOOTPRINT TABLE (PER C.2,9,2 2009 KCSWDM) FOR SITES/LOTS THAT ARE SMALLER THAN 22,000 SQUARE FEET, ANY RECORDED LIMIT ON TOTAL IMPERVIOUS SURFACE LESS THAN A NORM OF 4,000 SQUARE FEET OR THE MAXIMUM ALLOWED BY THE SITE/LOT'S ZONING, WHICHEVER IS SMALLER, QUALIFIES FOR A RESTRICTED FOOTPRINT CREDIT EQUAL TO THE DIFFERENCE IN SQUARE FOOTAGE. LOT # LOT SIZE (SF) MAX. IMPERV. ALLOWED (SF) LOT 1 5,172 2,845 LOT 2 6,121 3,367 LOT 3 6,168 3,383 LOT 4 6,245 3,376 LOT 5 5,731 3,152 LOT 6 5,718 3,145 LOT 7 6,553 3,345 24 INCHES, AN ACCESS STRUCTURE EQUIVALENT TO A TYPE 2 CATCH BASIN OR TYPE 1 MANHOLE SHALL BE USED (SEE KCRS DRAWING NOS. 7-005 AND 7-007). THE OPENING IN THE VAULT LID NEED NOT EXCEED 24 INCHES IN DIAMETER. 5. VAULTS WITH WIDTHS 10 FEET OR LESS MUST HAVE REMOVABLE LIDS, REQUIRED VENTILATION: 6. THE MAXIMUM DEPTH FROM FINISHED GRADE TO THE VAULT 4% OF SECOND CELL SURFACE AREA = 0. 04 *73.5*17.25 = 51 SF INVERT SHALL BE 20 FEET. 7. INTERNAL STRUCTURAL WALLS OF LARGE VAULTS SHALL BE PROVIDED VENTILATION: PROVIDED WITH OPENINGS SUFFICIENT FOR MAINTENANCE (2) 5X10 GRATED ACCESS PANELS = 100 SF ACCESS BETWEEN CELLS. THE OPENINGS SHALL BE SIZED AND SITUATED TO ALLOW ACCESS TO THE MAINTENANCE "V" IN THE VAULT FLOOR. 8. THE MINIMUM INTERNAL HEIGHT SHALL BE 7 FEET FROM THE HIGHEST POINT OF THE VAULT FLOOR (NOT SUMP), AND THE MINIMUM WIDTH SHALL BE 4 FEET. 1. THESE PLANS ARE APPROVED FOR STANDARD ROAD AND DRAINAGE EXCEPTIONS: IMPROVEMENTS ONLY. PLANS FOR STRUCTURES SUCH AS BRIDGES, • CONCRETE VAULTS MAY BE A MINIMUM 3 FEET IN HEIGHT AND VAULTS, AND RETAINING WALLS REQUIRE A SEPARATE REVIEW AND WIDTH IF USED AS TANKS WITH ACCESS MANHOLES AT EACH APPROVAL BY CITY OF RENTON BUILDING DEPARTMENT PRIOR TO END, AND IF THE WIDTH IS NO LARGER THAN THE HEIGHT. CONSTRUCTION. THE MINIMUM INTERNAL HEIGHT REQUIREMENT MAYBE WAIVED 2. ROCKERIES ARE CONSIDERED TO BE A METHOD OF BANK • FOR ANY AREAS COVERED BY REMOVABLE PANELS. STABILIZATION AND EROSION CONTROL. ROCKERIES SHALL NOT BE 9. VENTILATION PIPES (MINIMUM 12 -INCH DIAMETER OR EQUIVALENT) CONSTRUCTED TO SERVE AS RETAINING WALLS. ALL ROCKERIES IN SHALL BE PROVIDED IN ALL FOUR CORNERS OF VAULTS TO ALLOW CITY RIGHT-OF-WAY SHALL BE CONSTRUCTED IN ACCORDANCE WITH FOR ARTIFICIAL VENTILATION PRIOR TO ENTRY OF MAINTENANCE COR STANDARDS. ROCKERIES OUTSIDE OF ROAD RIGHT-OF-WAY SHALL PERSONNEL INTO THE VAULT. BE CONSTRUCTED IN ACCORDANCE WITH THE INTERNATIONAL BUILDING CODE. 444 PROPOSED 12' GRAVEL MAINTENANCE ACCESS ROAD 10'X5 GRATED LOCKING ACCESS PANEL WITH 3'X3' ACCESS HATCH. LADDER TO BE LOCATED DIRECTLY BELOW ACCESS HATCH. (STEEL BAR GRATING OR EQUIV. SEE STRUCTURAL PLANS FOR DETAILS) 435 z i 39 LF - 12" DI 430-r@S=0.50°x° TO CB# 1 42 42 41 B/V: 422.06 100+00 UTILITY NOTE: THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE APPROXIMATE ONLY AND HAVE NOT BEEN INDEPENDENTLY VERIFIED BY THE OWNER OR ITS REPRESENTATIVE. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK AND AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES THAT HAPPEN DUE TO THE CONTRACTOR'S FAILURE TO LOCATE EXACTLY AND PRESERVE ANY AND ALL UNDERGROUND UTILITIES. BEYLER CONSULTING ASSUMES NO LIABILITY FOR THE LOCATION OF UNDERGROUND UTILITIES. THE PIPE DIMENSIONS SHOWN ARE MEASURED FROM CENTER OF STRUCTURE TO CENTER OF STRUCTURE REVISION PROPOSED PUBLIC DRAINAGE.EASEMENT ...................................... / 12' VENTILATION PIPE (TO COVER TALL OF TRACT A) B WITH METAL COVER (3 CORNERS)(TYP) Iv � 0 + 21+00, • FG :438.04 PROPOSED DETENTION/WQ VAULT (3,709 SF) 100+50 • FG :438.15 BV:426.70 • FG :438 • •......................................• BV:426.52 • 6 TRACT A C7 7,217 S9IT 108' B/V: 422.43 BV: 422.87 10'X5 GRATED LOCKING ACCESS PANEL WITH 3'X3' ACCESS HATCH. LADDER TO BE LOCATED DIRECTLY Nj • BELOW ACCESS HATCH. (STEEL BAR GRATING OR cl o EQUIV. SEE STRUCTURAL PLANS FOR DETAILS) o o B DETENTION/WQ VAULT PLAN SCALE: 1"=10' PROPOSED GRADE ALONG ACCESS ROAD CENTERLINE (TYP) PROPOSED GRADE ALONG VAULT SECTION LINE (TYP) EXISTING GRADE ALONG VAULT SECTION LINE (TYP) 12' 10'X5 GRATED LOCKING ACCESS PANEL WITH 3'X3' ACCESS HATCH. LADDER TO BE LOCATED DIRECTLY BELOW ACCESS HATCH. (STEEL BAR GRATING OR EQUIV. SEE STRUCTURAL PLANS FOR DETAILS) PROPERTY LINE C B/V:422.26 101+00 10 5 0 10 20 SCALE: 1" = 10' 21+S BV:426.70 0 �. FG :437.57 'vim BV: 426.52 FG :438. 01 A V: 422.70 101+ � 10'X5 GRATED LOCKING ACCESS PANEL WITH 3'X3' ACCESS HATCH. LADDER TO BE LOCATED DIRECTLY BELOW ACCESS HATCH. \ (STEEL BAR GRATING OR EQUIV. SEE STRUCTURAL PLANS FOR DETAILS) BV:422.70 1 BV: FINISHED GRADE ELEVATION @ BOTTOM OF VAULT (INTERIOR) FG: FINISHED GRADE ELEVATION @ TOP OF GRAVEL ACCESS ROAD IF - - - TOP OF DETENTION = 433.8 *REQUIRED DETENTION VOLUME: 18,092 CF T/V:434.3 *PROVIDED DETENTION VOLUME: 18,727 CF PROPOSED FLOW RESTRICTOR _ (1 08'Lx34'Wx5. 1'D) (SEE FLOW RESTICTOR DETAIL STD. GALVANIZED HANDHELDS, - SHEET C8) STEPS OR LADDER (TYP.) 0.5% T_ TOP OF WQ/BOTTOM OF DETENTION = 428.7 - - *REQUIRED WETVAULT VOLUME: 3,607 CF *PROVIDED WETVAULT VOLUME: 8,640 CF (108'Lx16'Wx5'D) 12" INLET - IE 426.70 -4 BOTTOM OF WQ/TOP OF SEDIMENT STORAGE = 423.7 0.5°ro B/V: 422.43 74 INTERIOR WATER QUALITY VAULT LENGTH = 108' EXISTING GRADE ALONG PROPOSED GRADE ALONG VAULT VAULT SECTION LINE SECTION LINE (TYP) (TYP) Ln p p M p Ul 0 O N r< N ^ M N M f\ I- I\ -11: I\ CF "h I\ a � � 10'X5 GRATED LOCKING ACCESS PANEL WITH 3'X3' ACCESS HATCH. LADDER TO BE LOCATED DIRECTLY BELOW ACCESS HATCH. (STEEL BAR GRATING OR EQUIV, SEE STRUCTURAL PLANS FOR DETAILS) 9 LF - 12" CPE -SW @S=8.53% TYPE 2-48 RI 43 RIM 437.57 12" IE 427.50 (IN -N) 34' 12" IE 427.50 (OUT- W) ABBREVIATION KEY B/V: FINISHED GRADE ELEVATION @ BOTTOM OF VAULT (INTERIOR) T/V: FINISHED GRADE ELEVATION @ TOP OF VAULT (INTERIOR) O10 M N M M M cl j M N M cl j M cl j �f- �1• �' � d' d- Ch d- 5 15 100+50 101+00 101+40 DETENTION/WQ VAULT SECTION A -A NOTE: CONSTRUCTION OF THE FOOTING DRAINS FOR STORM DRAINAGE VAULT WILL BE COORDINATED WITH STRUCTURAL VAULT SCALE: HORIZONTAL: 1"=10' PLANS. STRUCTURAL VAULT PLANS UNDER SEPARATE PERMIT. VERTICAL: 1 "=5' Know what's below. Call before you dig. SURVEYED: SCALE: BEYLER CONSULT. "= DESIGNED: 1 10' DTY/KRD DRAWN: DTY/KRD ONE INCH CHECKED: AT FULL SCALE DRB IF NOT ONE INCH BY DATE APPR APPROVED: SCALE ACCORDINGLY DRB BEYLER CONSULTING CONTACT phone: 253-301-4157 OFFICE fax: 253-336-3950 5920 100TH ST SW, STE 25 beylerconsulting.com Lakewood, WA 98499 VERTICAL: NAVD 1988 • CITY 0 I HORIZONTAL: NAD 1983/183/1 991 RENTON DATUM • Planning/Building/Public Works Dept R-392407 IN COMPLIANCE WITH CITY OF RENTON STANDARDS N T O O I T Q J DEVELOPMENT ENGINEERING + SURFACE WATER UTILITY (Fitz -James 04/30/2018 krevans 05/04/2018 ~ a J DATE: BOUN SHORT PLAT 12/14/2017 = CONSTRUCTION PLANS PAGE: OK: NA LUA16-000124 SHPL-A U16-006297 PAGE• NA z 7 7 DRAWING NO: STORMWATER DETENTION & WATER QUALITY VAULT C7 O SHEET: OF: 7 1 M 24 INCHES, AN ACCESS STRUCTURE EQUIVALENT TO A TYPE 2 CATCH BASIN OR TYPE 1 MANHOLE SHALL BE USED (SEE KCRS DRAWING NOS. 7-005 AND 7-007). THE OPENING IN THE VAULT LID NEED NOT EXCEED 24 INCHES IN DIAMETER. 5. VAULTS WITH WIDTHS 10 FEET OR LESS MUST HAVE REMOVABLE LIDS, REQUIRED VENTILATION: 6. THE MAXIMUM DEPTH FROM FINISHED GRADE TO THE VAULT 4% OF SECOND CELL SURFACE AREA = 0. 04 *73.5*17.25 = 51 SF INVERT SHALL BE 20 FEET. 7. INTERNAL STRUCTURAL WALLS OF LARGE VAULTS SHALL BE PROVIDED VENTILATION: PROVIDED WITH OPENINGS SUFFICIENT FOR MAINTENANCE (2) 5X10 GRATED ACCESS PANELS = 100 SF ACCESS BETWEEN CELLS. THE OPENINGS SHALL BE SIZED AND SITUATED TO ALLOW ACCESS TO THE MAINTENANCE "V" IN THE VAULT FLOOR. 8. THE MINIMUM INTERNAL HEIGHT SHALL BE 7 FEET FROM THE HIGHEST POINT OF THE VAULT FLOOR (NOT SUMP), AND THE MINIMUM WIDTH SHALL BE 4 FEET. 1. THESE PLANS ARE APPROVED FOR STANDARD ROAD AND DRAINAGE EXCEPTIONS: IMPROVEMENTS ONLY. PLANS FOR STRUCTURES SUCH AS BRIDGES, • CONCRETE VAULTS MAY BE A MINIMUM 3 FEET IN HEIGHT AND VAULTS, AND RETAINING WALLS REQUIRE A SEPARATE REVIEW AND WIDTH IF USED AS TANKS WITH ACCESS MANHOLES AT EACH APPROVAL BY CITY OF RENTON BUILDING DEPARTMENT PRIOR TO END, AND IF THE WIDTH IS NO LARGER THAN THE HEIGHT. CONSTRUCTION. THE MINIMUM INTERNAL HEIGHT REQUIREMENT MAYBE WAIVED 2. ROCKERIES ARE CONSIDERED TO BE A METHOD OF BANK • FOR ANY AREAS COVERED BY REMOVABLE PANELS. STABILIZATION AND EROSION CONTROL. ROCKERIES SHALL NOT BE 9. VENTILATION PIPES (MINIMUM 12 -INCH DIAMETER OR EQUIVALENT) CONSTRUCTED TO SERVE AS RETAINING WALLS. ALL ROCKERIES IN SHALL BE PROVIDED IN ALL FOUR CORNERS OF VAULTS TO ALLOW CITY RIGHT-OF-WAY SHALL BE CONSTRUCTED IN ACCORDANCE WITH FOR ARTIFICIAL VENTILATION PRIOR TO ENTRY OF MAINTENANCE COR STANDARDS. ROCKERIES OUTSIDE OF ROAD RIGHT-OF-WAY SHALL PERSONNEL INTO THE VAULT. BE CONSTRUCTED IN ACCORDANCE WITH THE INTERNATIONAL BUILDING CODE. 444 PROPOSED 12' GRAVEL MAINTENANCE ACCESS ROAD 10'X5 GRATED LOCKING ACCESS PANEL WITH 3'X3' ACCESS HATCH. LADDER TO BE LOCATED DIRECTLY BELOW ACCESS HATCH. (STEEL BAR GRATING OR EQUIV. SEE STRUCTURAL PLANS FOR DETAILS) 435 z i 39 LF - 12" DI 430-r@S=0.50°x° TO CB# 1 42 42 41 B/V: 422.06 100+00 UTILITY NOTE: THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE APPROXIMATE ONLY AND HAVE NOT BEEN INDEPENDENTLY VERIFIED BY THE OWNER OR ITS REPRESENTATIVE. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK AND AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES THAT HAPPEN DUE TO THE CONTRACTOR'S FAILURE TO LOCATE EXACTLY AND PRESERVE ANY AND ALL UNDERGROUND UTILITIES. BEYLER CONSULTING ASSUMES NO LIABILITY FOR THE LOCATION OF UNDERGROUND UTILITIES. THE PIPE DIMENSIONS SHOWN ARE MEASURED FROM CENTER OF STRUCTURE TO CENTER OF STRUCTURE REVISION PROPOSED PUBLIC DRAINAGE.EASEMENT ...................................... / 12' VENTILATION PIPE (TO COVER TALL OF TRACT A) B WITH METAL COVER (3 CORNERS)(TYP) Iv � 0 + 21+00, • FG :438.04 PROPOSED DETENTION/WQ VAULT (3,709 SF) 100+50 • FG :438.15 BV:426.70 • FG :438 • •......................................• BV:426.52 • 6 TRACT A C7 7,217 S9IT 108' B/V: 422.43 BV: 422.87 10'X5 GRATED LOCKING ACCESS PANEL WITH 3'X3' ACCESS HATCH. LADDER TO BE LOCATED DIRECTLY Nj • BELOW ACCESS HATCH. (STEEL BAR GRATING OR cl o EQUIV. SEE STRUCTURAL PLANS FOR DETAILS) o o B DETENTION/WQ VAULT PLAN SCALE: 1"=10' PROPOSED GRADE ALONG ACCESS ROAD CENTERLINE (TYP) PROPOSED GRADE ALONG VAULT SECTION LINE (TYP) EXISTING GRADE ALONG VAULT SECTION LINE (TYP) 12' 10'X5 GRATED LOCKING ACCESS PANEL WITH 3'X3' ACCESS HATCH. LADDER TO BE LOCATED DIRECTLY BELOW ACCESS HATCH. (STEEL BAR GRATING OR EQUIV. SEE STRUCTURAL PLANS FOR DETAILS) PROPERTY LINE C B/V:422.26 101+00 10 5 0 10 20 SCALE: 1" = 10' 21+S BV:426.70 0 �. FG :437.57 'vim BV: 426.52 FG :438. 01 A V: 422.70 101+ � 10'X5 GRATED LOCKING ACCESS PANEL WITH 3'X3' ACCESS HATCH. LADDER TO BE LOCATED DIRECTLY BELOW ACCESS HATCH. \ (STEEL BAR GRATING OR EQUIV. SEE STRUCTURAL PLANS FOR DETAILS) BV:422.70 1 BV: FINISHED GRADE ELEVATION @ BOTTOM OF VAULT (INTERIOR) FG: FINISHED GRADE ELEVATION @ TOP OF GRAVEL ACCESS ROAD IF - - - TOP OF DETENTION = 433.8 *REQUIRED DETENTION VOLUME: 18,092 CF T/V:434.3 *PROVIDED DETENTION VOLUME: 18,727 CF PROPOSED FLOW RESTRICTOR _ (1 08'Lx34'Wx5. 1'D) (SEE FLOW RESTICTOR DETAIL STD. GALVANIZED HANDHELDS, - SHEET C8) STEPS OR LADDER (TYP.) 0.5% T_ TOP OF WQ/BOTTOM OF DETENTION = 428.7 - - *REQUIRED WETVAULT VOLUME: 3,607 CF *PROVIDED WETVAULT VOLUME: 8,640 CF (108'Lx16'Wx5'D) 12" INLET - IE 426.70 -4 BOTTOM OF WQ/TOP OF SEDIMENT STORAGE = 423.7 0.5°ro B/V: 422.43 74 INTERIOR WATER QUALITY VAULT LENGTH = 108' EXISTING GRADE ALONG PROPOSED GRADE ALONG VAULT VAULT SECTION LINE SECTION LINE (TYP) (TYP) Ln p p M p Ul 0 O N r< N ^ M N M f\ I- I\ -11: I\ CF "h I\ a � � 10'X5 GRATED LOCKING ACCESS PANEL WITH 3'X3' ACCESS HATCH. LADDER TO BE LOCATED DIRECTLY BELOW ACCESS HATCH. (STEEL BAR GRATING OR EQUIV, SEE STRUCTURAL PLANS FOR DETAILS) 9 LF - 12" CPE -SW @S=8.53% TYPE 2-48 RI 43 RIM 437.57 12" IE 427.50 (IN -N) 34' 12" IE 427.50 (OUT- W) ABBREVIATION KEY B/V: FINISHED GRADE ELEVATION @ BOTTOM OF VAULT (INTERIOR) T/V: FINISHED GRADE ELEVATION @ TOP OF VAULT (INTERIOR) O10 M N M M M cl j M N M cl j M cl j �f- �1• �' � d' d- Ch d- 5 15 100+50 101+00 101+40 DETENTION/WQ VAULT SECTION A -A NOTE: CONSTRUCTION OF THE FOOTING DRAINS FOR STORM DRAINAGE VAULT WILL BE COORDINATED WITH STRUCTURAL VAULT SCALE: HORIZONTAL: 1"=10' PLANS. STRUCTURAL VAULT PLANS UNDER SEPARATE PERMIT. VERTICAL: 1 "=5' Know what's below. Call before you dig. SURVEYED: SCALE: BEYLER CONSULT. "= DESIGNED: 1 10' DTY/KRD DRAWN: DTY/KRD ONE INCH CHECKED: AT FULL SCALE DRB IF NOT ONE INCH BY DATE APPR APPROVED: SCALE ACCORDINGLY DRB BEYLER CONSULTING CONTACT phone: 253-301-4157 OFFICE fax: 253-336-3950 5920 100TH ST SW, STE 25 beylerconsulting.com Lakewood, WA 98499 VERTICAL: NAVD 1988 • CITY 0 I HORIZONTAL: NAD 1983/183/1 991 RENTON DATUM • Planning/Building/Public Works Dept R-392407 IN COMPLIANCE WITH CITY OF RENTON STANDARDS N T O O I T Q J DEVELOPMENT ENGINEERING + SURFACE WATER UTILITY (Fitz -James 04/30/2018 krevans 05/04/2018 ~ a J DATE: BOUN SHORT PLAT 12/14/2017 = CONSTRUCTION PLANS PAGE: OK: NA LUA16-000124 SHPL-A U16-006297 PAGE• NA z 7 7 DRAWING NO: STORMWATER DETENTION & WATER QUALITY VAULT C7 O SHEET: OF: 7 1 M 444 PROPOSED 12' GRAVEL MAINTENANCE ACCESS ROAD 10'X5 GRATED LOCKING ACCESS PANEL WITH 3'X3' ACCESS HATCH. LADDER TO BE LOCATED DIRECTLY BELOW ACCESS HATCH. (STEEL BAR GRATING OR EQUIV. SEE STRUCTURAL PLANS FOR DETAILS) 435 z i 39 LF - 12" DI 430-r@S=0.50°x° TO CB# 1 42 42 41 B/V: 422.06 100+00 UTILITY NOTE: THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE APPROXIMATE ONLY AND HAVE NOT BEEN INDEPENDENTLY VERIFIED BY THE OWNER OR ITS REPRESENTATIVE. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK AND AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES THAT HAPPEN DUE TO THE CONTRACTOR'S FAILURE TO LOCATE EXACTLY AND PRESERVE ANY AND ALL UNDERGROUND UTILITIES. BEYLER CONSULTING ASSUMES NO LIABILITY FOR THE LOCATION OF UNDERGROUND UTILITIES. THE PIPE DIMENSIONS SHOWN ARE MEASURED FROM CENTER OF STRUCTURE TO CENTER OF STRUCTURE REVISION PROPOSED PUBLIC DRAINAGE.EASEMENT ...................................... / 12' VENTILATION PIPE (TO COVER TALL OF TRACT A) B WITH METAL COVER (3 CORNERS)(TYP) Iv � 0 + 21+00, • FG :438.04 PROPOSED DETENTION/WQ VAULT (3,709 SF) 100+50 • FG :438.15 BV:426.70 • FG :438 • •......................................• BV:426.52 • 6 TRACT A C7 7,217 S9IT 108' B/V: 422.43 BV: 422.87 10'X5 GRATED LOCKING ACCESS PANEL WITH 3'X3' ACCESS HATCH. LADDER TO BE LOCATED DIRECTLY Nj • BELOW ACCESS HATCH. (STEEL BAR GRATING OR cl o EQUIV. SEE STRUCTURAL PLANS FOR DETAILS) o o B DETENTION/WQ VAULT PLAN SCALE: 1"=10' PROPOSED GRADE ALONG ACCESS ROAD CENTERLINE (TYP) PROPOSED GRADE ALONG VAULT SECTION LINE (TYP) EXISTING GRADE ALONG VAULT SECTION LINE (TYP) 12' 10'X5 GRATED LOCKING ACCESS PANEL WITH 3'X3' ACCESS HATCH. LADDER TO BE LOCATED DIRECTLY BELOW ACCESS HATCH. (STEEL BAR GRATING OR EQUIV. SEE STRUCTURAL PLANS FOR DETAILS) PROPERTY LINE C B/V:422.26 101+00 10 5 0 10 20 SCALE: 1" = 10' 21+S BV:426.70 0 �. FG :437.57 'vim BV: 426.52 FG :438. 01 A V: 422.70 101+ � 10'X5 GRATED LOCKING ACCESS PANEL WITH 3'X3' ACCESS HATCH. LADDER TO BE LOCATED DIRECTLY BELOW ACCESS HATCH. \ (STEEL BAR GRATING OR EQUIV. SEE STRUCTURAL PLANS FOR DETAILS) BV:422.70 1 BV: FINISHED GRADE ELEVATION @ BOTTOM OF VAULT (INTERIOR) FG: FINISHED GRADE ELEVATION @ TOP OF GRAVEL ACCESS ROAD IF - - - TOP OF DETENTION = 433.8 *REQUIRED DETENTION VOLUME: 18,092 CF T/V:434.3 *PROVIDED DETENTION VOLUME: 18,727 CF PROPOSED FLOW RESTRICTOR _ (1 08'Lx34'Wx5. 1'D) (SEE FLOW RESTICTOR DETAIL STD. GALVANIZED HANDHELDS, - SHEET C8) STEPS OR LADDER (TYP.) 0.5% T_ TOP OF WQ/BOTTOM OF DETENTION = 428.7 - - *REQUIRED WETVAULT VOLUME: 3,607 CF *PROVIDED WETVAULT VOLUME: 8,640 CF (108'Lx16'Wx5'D) 12" INLET - IE 426.70 -4 BOTTOM OF WQ/TOP OF SEDIMENT STORAGE = 423.7 0.5°ro B/V: 422.43 74 INTERIOR WATER QUALITY VAULT LENGTH = 108' EXISTING GRADE ALONG PROPOSED GRADE ALONG VAULT VAULT SECTION LINE SECTION LINE (TYP) (TYP) Ln p p M p Ul 0 O N r< N ^ M N M f\ I- I\ -11: I\ CF "h I\ a � � 10'X5 GRATED LOCKING ACCESS PANEL WITH 3'X3' ACCESS HATCH. LADDER TO BE LOCATED DIRECTLY BELOW ACCESS HATCH. (STEEL BAR GRATING OR EQUIV, SEE STRUCTURAL PLANS FOR DETAILS) 9 LF - 12" CPE -SW @S=8.53% TYPE 2-48 RI 43 RIM 437.57 12" IE 427.50 (IN -N) 34' 12" IE 427.50 (OUT- W) ABBREVIATION KEY B/V: FINISHED GRADE ELEVATION @ BOTTOM OF VAULT (INTERIOR) T/V: FINISHED GRADE ELEVATION @ TOP OF VAULT (INTERIOR) O10 M N M M M cl j M N M cl j M cl j �f- �1• �' � d' d- Ch d- 5 15 100+50 101+00 101+40 DETENTION/WQ VAULT SECTION A -A NOTE: CONSTRUCTION OF THE FOOTING DRAINS FOR STORM DRAINAGE VAULT WILL BE COORDINATED WITH STRUCTURAL VAULT SCALE: HORIZONTAL: 1"=10' PLANS. STRUCTURAL VAULT PLANS UNDER SEPARATE PERMIT. VERTICAL: 1 "=5' Know what's below. Call before you dig. SURVEYED: SCALE: BEYLER CONSULT. "= DESIGNED: 1 10' DTY/KRD DRAWN: DTY/KRD ONE INCH CHECKED: AT FULL SCALE DRB IF NOT ONE INCH BY DATE APPR APPROVED: SCALE ACCORDINGLY DRB BEYLER CONSULTING CONTACT phone: 253-301-4157 OFFICE fax: 253-336-3950 5920 100TH ST SW, STE 25 beylerconsulting.com Lakewood, WA 98499 VERTICAL: NAVD 1988 • CITY 0 I HORIZONTAL: NAD 1983/183/1 991 RENTON DATUM • Planning/Building/Public Works Dept R-392407 IN COMPLIANCE WITH CITY OF RENTON STANDARDS N T O O I T Q J DEVELOPMENT ENGINEERING + SURFACE WATER UTILITY (Fitz -James 04/30/2018 krevans 05/04/2018 ~ a J DATE: BOUN SHORT PLAT 12/14/2017 = CONSTRUCTION PLANS PAGE: OK: NA LUA16-000124 SHPL-A U16-006297 PAGE• NA z 7 7 DRAWING NO: STORMWATER DETENTION & WATER QUALITY VAULT C7 O SHEET: OF: 7 1 M 10'X5 GRATED LOCKING ACCESS PANEL WITH 3'X3' ACCESS HATCH. LADDER TO BE LOCATED DIRECTLY BELOW ACCESS HATCH. (STEEL BAR GRATING OR EQUIV, SEE STRUCTURAL PLANS FOR DETAILS) 9 LF - 12" CPE -SW @S=8.53% TYPE 2-48 RI 43 RIM 437.57 12" IE 427.50 (IN -N) 34' 12" IE 427.50 (OUT- W) ABBREVIATION KEY B/V: FINISHED GRADE ELEVATION @ BOTTOM OF VAULT (INTERIOR) T/V: FINISHED GRADE ELEVATION @ TOP OF VAULT (INTERIOR) O10 M N M M M cl j M N M cl j M cl j �f- �1• �' � d' d- Ch d- 5 15 100+50 101+00 101+40 DETENTION/WQ VAULT SECTION A -A NOTE: CONSTRUCTION OF THE FOOTING DRAINS FOR STORM DRAINAGE VAULT WILL BE COORDINATED WITH STRUCTURAL VAULT SCALE: HORIZONTAL: 1"=10' PLANS. STRUCTURAL VAULT PLANS UNDER SEPARATE PERMIT. VERTICAL: 1 "=5' Know what's below. Call before you dig. SURVEYED: SCALE: BEYLER CONSULT. "= DESIGNED: 1 10' DTY/KRD DRAWN: DTY/KRD ONE INCH CHECKED: AT FULL SCALE DRB IF NOT ONE INCH BY DATE APPR APPROVED: SCALE ACCORDINGLY DRB BEYLER CONSULTING CONTACT phone: 253-301-4157 OFFICE fax: 253-336-3950 5920 100TH ST SW, STE 25 beylerconsulting.com Lakewood, WA 98499 VERTICAL: NAVD 1988 • CITY 0 I HORIZONTAL: NAD 1983/183/1 991 RENTON DATUM • Planning/Building/Public Works Dept R-392407 IN COMPLIANCE WITH CITY OF RENTON STANDARDS N T O O I T Q J DEVELOPMENT ENGINEERING + SURFACE WATER UTILITY (Fitz -James 04/30/2018 krevans 05/04/2018 ~ a J DATE: BOUN SHORT PLAT 12/14/2017 = CONSTRUCTION PLANS PAGE: OK: NA LUA16-000124 SHPL-A U16-006297 PAGE• NA z 7 7 DRAWING NO: STORMWATER DETENTION & WATER QUALITY VAULT C7 O SHEET: OF: 7 1 M 5 15 100+50 101+00 101+40 DETENTION/WQ VAULT SECTION A -A NOTE: CONSTRUCTION OF THE FOOTING DRAINS FOR STORM DRAINAGE VAULT WILL BE COORDINATED WITH STRUCTURAL VAULT SCALE: HORIZONTAL: 1"=10' PLANS. STRUCTURAL VAULT PLANS UNDER SEPARATE PERMIT. VERTICAL: 1 "=5' Know what's below. Call before you dig. SURVEYED: SCALE: BEYLER CONSULT. "= DESIGNED: 1 10' DTY/KRD DRAWN: DTY/KRD ONE INCH CHECKED: AT FULL SCALE DRB IF NOT ONE INCH BY DATE APPR APPROVED: SCALE ACCORDINGLY DRB BEYLER CONSULTING CONTACT phone: 253-301-4157 OFFICE fax: 253-336-3950 5920 100TH ST SW, STE 25 beylerconsulting.com Lakewood, WA 98499 VERTICAL: NAVD 1988 • CITY 0 I HORIZONTAL: NAD 1983/183/1 991 RENTON DATUM • Planning/Building/Public Works Dept R-392407 IN COMPLIANCE WITH CITY OF RENTON STANDARDS N T O O I T Q J DEVELOPMENT ENGINEERING + SURFACE WATER UTILITY (Fitz -James 04/30/2018 krevans 05/04/2018 ~ a J DATE: BOUN SHORT PLAT 12/14/2017 = CONSTRUCTION PLANS PAGE: OK: NA LUA16-000124 SHPL-A U16-006297 PAGE• NA z 7 7 DRAWING NO: STORMWATER DETENTION & WATER QUALITY VAULT C7 O SHEET: OF: 7 1 M n I- rr O _2 v / Z /O LJ.J K• t0 W O O N 0 CL > CL 0 r c m 0 N I Ln d W -C •3 O 4I / 0 tC' CL -L 0 N c 71 M `0 c r `1 c Y O N I / 0 0 0 1 N U a` i X lal a Z J 93 BAR EACH #3 BAR EA PRECAST BASE SECTION a FRAME AND VANED GRATE 11T DR 8" HEIGHT TWO R3 BAR HOOPS FOR 12" HEIGHT RECTANGULAR ADJUSTMENT SECTION #3 BAR EACH CORNER 18' MIN #3 BAR HOOP PIPE ALLOWANCES MORTAR (TYP.) MAXIMUM PIPE MATERIAL INSIDE MINIMUM BASE REINFORCING STEEL DISTANCE Wilt. IN EACH DIRECTION BETWEEN KNOCKOUTS SEPARATE BASE INTEGRAL BASE DIAMETER REINFORCEDOR 12" PLAIN CONCRETE GUTFALL ALL METAL PIPE 15" CPSSP* ND POLLUTANT (STD. SPEC. 9-0520) 12" SOLID WALL PVC 15" (STD. SPEC. 9.05.12(1)) 0.25 0.25 PROFILE WALL PVC 15" (STD. SPEC. 9-05.12(2)) 12" le CORRUGATED POLYETHYLENE STORM SEWER PIPE NOTES 1. As acceptable aHematives to the rebar shown in the PRECAST BASE SECTION, fibers (placed according to the Standard Specifications), or wire mesh having a minimum area of 0.12 square inches per foot shall be used with the minimum required rebar shown in the ALTERNATIVE PRECAST BASE SECTION- Wire mesh shall not be placed in the knockouts. 2. The knockout diameter shall not be greater than 20'. Knockouts shall have a wall thickness of 2" minimum to 2.5" maximum. Provide a 1.5" minimum gap between the knockout wall and the outside of the pipe. After the pipe is installed, fill the gap with joint mortar in accordance with Standard Specification 9-04.3. 3. The maximum depth from the finished grade to the lowest pipe invert shall be T. 4. The frame and grate must be installed with the flange down. 5. The Precast Base Section may have a rounded floor, and the walls may be sloped at a rate of 1:24 or steeper. 6. The opening shall be measured at the top of the precast base section. 7. All pickup holes shall be grouted full after the basin has been placed. 8. All grade rings and castings shall be set in mortar in accordance with Standard Specification 9-04.3. SEE NOTE 1 ALTERNATIVE PRECAST BASE SECTION STD. PLAN - 200.00 * * PUBLIC WORKS CATCH BASIN TYPE 1 DEPARTMENT N,tp MARCH 2008 7 a MOIL MORTAR (TYP.) ❑3 0 0 PRECAST WITH RISER LL MINIMUM BASE REINFORCING STEEL DISTANCE Wilt. IN EACH DIRECTION BETWEEN KNOCKOUTS SEPARATE BASE INTEGRAL BASE �Lo GRAVEL BACKFILL FOR 0 -DIRECTION OF FLOW GUTFALL TD STREA SEPARATE BASE DUMP ND POLLUTANT 0.19 0.19 TOP 1" 3" SLOT-SEEDETAIL 5• AND NOTE 1 J 5 5" 20 5" 5' 5" 3' SECTION OR 11 I I 1 1/4' BOLT -DOWN SLOT DETAIL SEE NOTE 1 NOTES 1 Provide two slots in the grate that are vertically aligned with the holes in the frame. Location of bolt -down slots varies among different manufacturers. ISOMETRIC 2. Refer to Standard Specification 9-05.15(2) for additional requirements. 3. Unless otherwise specified, vaned grates shall be used with standard frame in the travel way, gutter or shoulder. vaned grates shall not be located within crossroads. Use vaned grates along rolled curbs. * � � PUBLIC WORKS RECTANGULAR STD. PLAN - 204.20 DEPARTMENT VANED GRATE p MARCH 2008 A PORTION OF SECTION 10, TOWNSHIP 23 N., RANGE 05 E., W.M. 0 CATCH BASIN FRAME AND VANED GRATE (DETAIL 204.00) HANDHOLD G n RECTANGULARA0.IUSTMENTSECTION OR CIRCULAR ADJUSTMENT SECTION ro ' GROUT, TYPICAL (SEE NOTE 5) D U a.. ..... .. _ _ -.. FLATSLABTOP 6M, 72', S6' OR 96' MORTAR (TYP.) 7 OR 8 EQUAL SPACES PRECAST WITH RISER CADGER MINIMUM BASE REINFORCING STEEL DISTANCE Wilt. IN EACH DIRECTION BETWEEN KNOCKOUTS SEPARATE BASE INTEGRAL BASE �Lo GRAVEL BACKFILL FOR Z s -DIRECTION OF FLOW 0.23 0.15 12. GRAVEL EBEDR PIPE IDNREDDINGOING SEPARATE BASE r 42" PRECAST 0.19 0.19 80• T__ r 48" SECTION O 0.25 0.25 11 I I 1 1/4' BOLT -DOWN SLOT DETAIL SEE NOTE 1 NOTES 1 Provide two slots in the grate that are vertically aligned with the holes in the frame. Location of bolt -down slots varies among different manufacturers. ISOMETRIC 2. Refer to Standard Specification 9-05.15(2) for additional requirements. 3. Unless otherwise specified, vaned grates shall be used with standard frame in the travel way, gutter or shoulder. vaned grates shall not be located within crossroads. Use vaned grates along rolled curbs. * � � PUBLIC WORKS RECTANGULAR STD. PLAN - 204.20 DEPARTMENT VANED GRATE p MARCH 2008 A PORTION OF SECTION 10, TOWNSHIP 23 N., RANGE 05 E., W.M. 0 CATCH BASIN FRAME AND VANED GRATE (DETAIL 204.00) HANDHOLD G n RECTANGULARA0.IUSTMENTSECTION OR CIRCULAR ADJUSTMENT SECTION ro ' GROUT, TYPICAL (SEE NOTE 5) D U a.. ..... .. _ _ -.. FLATSLABTOP 6M, 72', S6' OR 96' SEPARATE BASE MORTAR (TYP.) STEPS OR PRECAST WITH RISER CADGER MINIMUM BASE REINFORCING STEEL DISTANCE Wilt. IN EACH DIRECTION BETWEEN KNOCKOUTS SEPARATE BASE INTEGRAL BASE �Lo GRAVEL BACKFILL FOR Z s REINFORaNGSMIsm .) 0.23 0.15 12. GRAVEL EBEDR PIPE IDNREDDINGOING SEPARATE BASE INTEGRALBASE CAST -IN-PLACE PRECAST WITH RISER •a wM9 1r �• MINIMUM BASE REINFORCING STEEL DISTANCE Wilt. IN EACH DIRECTION BETWEEN KNOCKOUTS SEPARATE BASE INTEGRAL BASE •- • GRAVEL BACKFILL FOR S.� PIPE ZONE BEDDING 0.23 0.15 1• SEPARATE BASE r 42" PRECAST 0.19 0.19 NOTES 1. No steps are required when height is 4' or less. 2. The bottom of the precast catch basin may be sloped to facilitate cleaning 3. The rectangular frame and grate must be installed with the flange down. The frame may be cast into the adjustment section. 4. Knockouts shall have a wall thickness of 2" minimum to 2.5" maximum. Provide a 1.5" minimum gap between the knockout wall and the outside of the pipe. After the pipe is installed, fill the gap with joint mortar in accordance with Standard Specification 9-04.3. 5 llh II d th PIPE ALLOWANCES CATCH BASIN DIMENSIONS CATCH DI WALL BASE MAXIMUM THICKNESSTHICKNESS THICKNESS KN CK UT MINIMUM BASE REINFORCING STEEL DISTANCE Wilt. IN EACH DIRECTION BETWEEN KNOCKOUTS SEPARATE BASE INTEGRAL BASE 48" 4• 6" 36" 8" 0.23 0.15 1• 4.5" r 42" r 0.19 0.19 80• 5" r 48" r 0.25 0.25 72• 8" 8• 80" 12" 0.35 0.24 84• 8' 12" 7r 1 12" 1 0.39 0.29 Bg• 8' 12' 84" 1 12" 0.39 0.29 NOTES 1. No steps are required when height is 4' or less. 2. The bottom of the precast catch basin may be sloped to facilitate cleaning 3. The rectangular frame and grate must be installed with the flange down. The frame may be cast into the adjustment section. 4. Knockouts shall have a wall thickness of 2" minimum to 2.5" maximum. Provide a 1.5" minimum gap between the knockout wall and the outside of the pipe. After the pipe is installed, fill the gap with joint mortar in accordance with Standard Specification 9-04.3. 5 llh II d th A grade rings, users, and castings s a t>e set in mort ar In actor ante wE 1 C. -gated Polyethylene Slam Sewer Pipe (Std. Spec- 9.05.20) Standard Specification 904.3. O (Std. Spec. 9-05.12(1)) S (Std. Spec. 9-05.12(2)) Y * PUBLIC WORKS CATCH BASIN TYPE 2 STD. PLAN - 201.00 DEPARTMENT �p MARCH 2008 503 ❑ PIPE ALLOWANCES TOP CATCH PIPE MATERIAL WITH MAXIMUM INSIDE DIAMETER MOIL BASIN DIAMETER CONCRETE METAL CPSSP p SOLID WALL PVC (D PROFILE WALL PvcO 48" 24• 30" 24• 2r 30" 54' 30• 36" SO' 2r 36' 60" 36• 42" 36" 36" 4r 72" 4r 54" 42" 36" 48" 84' S4• 60" 54' 38" 48" se. O 38" 48' A grade rings, users, and castings s a t>e set in mort ar In actor ante wE 1 C. -gated Polyethylene Slam Sewer Pipe (Std. Spec- 9.05.20) Standard Specification 904.3. O (Std. Spec. 9-05.12(1)) S (Std. Spec. 9-05.12(2)) Y * PUBLIC WORKS CATCH BASIN TYPE 2 STD. PLAN - 201.00 DEPARTMENT �p MARCH 2008 503 ❑ NOTES TOP L�L�Cc a MOIL 3 covers 18" RISER 2. Provide two holes in the frame that are vertically aligned with t - he grate or cover slots. Tap each hole to accept 24114" a 5/8" - 11 NC x 2" allen head cap screw. � GUTFALL TG STREAM HANDHOLDS, 18" RISER Location of bolt down holes varies among different R 4 manufacturers. DUMP NO POLLUTANTS _ W 3. Refer to Standard Specification 9-05.15(2) for additional TOP 0 SLOT - SEE DETAIL AND NOTE 1 J SECTION OR Z BOLT -DOWN SLOT DETAIL SEE NOTE 1 NOTES Provide two slots in the grate that are vertically aligned 1. with the holes in the frame. Location of bolt -down slots varies ISOMETRIC among different manufacturers. 2. Refer to Standard Specification 9-05.15(2) for additional requirements. 3. Use only on sags and vertical curbs locations. 4 Unless otherwise specified, vaned grates shall be used with standard frame in the travel way, gutter or shoulder. vaned grates shall not be located within crossroads. Use vaned grates along rolled curbs. * � � PUBLIC WORKS RECTANGULAR BI-DIRECTIONAL STD. PLAN - 204.30 DEPARTMENT VANED GRATE �Ttp MARCH 2008 4/25/18 g� 3 g� 8 FRAME AND VANED GRATE CLEAN SURFACE AND BOTTOM AREA. PROVIDE UNIFORM CONTACT, THE SURFACE AREA OF THE BASE SECTION MUST BE GROUTED TO THE BOTTOM AREA OF THE ADJUSTMENT SECTION. BASE SECTION SEE NOTE 4 NOTES 1. THE COVER OR GRATING OF A CATCH BASIN SHALL NOT BE GROUTED TO FINAL GRADE UNTIL THE FINAL ELEVATION OF THE PAVEMENT, GUTTER, DITCH, OR SIDEWALK IN WHICH IT IS TO BE PLACED HAS BEEN ESTABLISHED, AND UNTIL PERMISSION THEREAFTER IS GIVEN BY THE ENGINEER TO GROUT IN PLACE IN ACCORDANCE WITH APWA STANDARD SPECIFICATION 7-05.3. 2. SHIMS SHALL NOT BE USED TO SET FRAME TO GRADE. THE USE OF SHIMS IS PROHIBITED. 3. A CONTINUOUS LAYER OF MORTAR SHALL BE PLACED BETWEEN ADJUSTMENT RINGS AND BRICKS PRIOR TO PLACEMENT. 4. THE USE OF BRICKS IS PERMITTED WHERE THE BRICKS ARE STAGGERED TO CREATE A RUNNING BOND OR % BOND. 5. ADJUSTMENT SECTION SHALL BE GROUTED WATERTIGHT TO THE BOTTOM AREA OF THE ADJUSTMENT SECTION WITH NONSHRINK GROUT 6- GROUTING BETWEEN ADJUSTMENT SECTION SHALL BE WATER TIGHT. 7. GROUT IS TO BE NON -SHRINK TYPE GROUT MEETING THE REQUIREMENTS OF ASTM 157 PER APWA STANDARD SPECIFICATION 9-20,3 FOR MAXIMUM PERCENT DRY SHRINKAGE. THE MINIMUM COMPRESSIVE STRENGTH SHALL BE 4,000 PSI AT 7 DAY PER APWA STANDARD SPECIFICATION 9-20.3 8. PICK I LIFTING HOLES ARE TO BE GROUTED WATER TIGHT. PUBLIC WORKS CATCH BASIN INSTALLATION STD- PLAN - 202,00 DEPARTMENT MARCH 2008 291/4" RECESSED ALLEN HEAD CAP SCREW W-11 NCxr GRATE b a FRAME SECTION ISOMETRIC VIEW BOLT -DOWN DETAIL DETAIL O SEENOTE2 PUBLIC WORKS RECTANGULAR FRAME STD. PLAN - 204.00 �R DEPARTMENT p MARCH 2008 NOTES TOP BOLT -DOWN HOLE (TYP.) - 5/8" -11 NC, SEE DETAIL & NOTE 2 1 This frame is designed to accommodate 20" x 24" grates or TO VAULT covers 18" RISER RECESSED ALLEN HEAD CAP SCREW W-11 NCxr GRATE b a FRAME SECTION ISOMETRIC VIEW BOLT -DOWN DETAIL DETAIL O SEENOTE2 PUBLIC WORKS RECTANGULAR FRAME STD. PLAN - 204.00 �R DEPARTMENT p MARCH 2008 NOTES TOP SUPPORT ANCHORED 1 This frame is designed to accommodate 20" x 24" grates or TO VAULT covers 18" RISER 2. Provide two holes in the frame that are vertically aligned with t - he grate or cover slots. Tap each hole to accept 24114" a 5/8" - 11 NC x 2" allen head cap screw. W HANDHOLDS, 18" RISER Location of bolt down holes varies among different R O L manufacturers. ANCHORED TO _ W 3. Refer to Standard Specification 9-05.15(2) for additional VAULT requirements. SECTION Q RECESSED ALLEN HEAD CAP SCREW W-11 NCxr GRATE b a FRAME SECTION ISOMETRIC VIEW BOLT -DOWN DETAIL DETAIL O SEENOTE2 PUBLIC WORKS RECTANGULAR FRAME STD. PLAN - 204.00 �R DEPARTMENT p MARCH 2008 SIX EVENLY SPACED HOLES ON 1 3/8" BOLT CIRCLE FOR BOLTIN TO FLANGE CONNECTIOI SCALE: NTS o DETENTION ELEV = 433.80_ 17 3" X 0.90 GAGE PIPE SUPPORT ANCHORED TO VAULT • 18" RISER 4" ELBOW - RESTRICTOR (TYP) III whe- jE16A7'M An: -_ KI A&M W HANDHOLDS, 18" RISER 3" X 0.90 GAGE STEPS OR LADDER O L ANCHORED TO _ W VAULT T12E)• x1A P01.,t48 DIAM.,.-, It7ff'S4'rD'A. HIOLE z 1TY - TYPICAti ti IE iP,ORACCES"S,'AIID!i'aTERSI -,U1lam O 1z4•(M(N. r II I, '...- r 601 SHEAR GATE W/ � Tirm. ., - �kOMI LECCENTRICCOMQR "It Sri for IovFIAT ALM TOP CONTROL ROD BENT TO HOOK ON STEP SIX EVENLY SPACED HOLES ON 1 3/8" BOLT CIRCLE FOR BOLTIN TO FLANGE CONNECTIOI SCALE: NTS o DETENTION ELEV = 433.80_ 17 L. I i G ISAM- bK1AM�:,: e� ' TOP OF RISER • 18" RISER 4" ELBOW RESTRICTOR - ORIFICE #3 -DIA. 0.80" III whe- jE16A7'M An: -_ KI A&M IE 433.40 3" X 0.90 GAGE PIPE SUPPORT ANCHORED TO 4" ELBOW RESTRICTOR VAULT ORIFICE #2 - DIA. 1.27" IE 432.70 SHEAR GATE W/ CONTROL ROD SEE DETAIL BELOW 1 5' WQ ELEV = 428.70 7 Z N RESTRICTOR PLATE_ ORIFICE #1 - DIA. 0.54" IE 426.70 FRONT SIDE MAXIMUM OPENING OF GATE HANDLE WITH o LOCK PIN 0 ADJUSTABLE LOCK HOOK LIFT HANDLE SHALL WITH LOCK SCREW. BEA TTACHED PER MANUFACTURER'S 1 "ROD OR TUBING, RECOMMENDATIONS. VARIABLE LENGTH. LIFT HANDLE SHEAR GATE DETAIL SCALE: NTS NOTES: 1. SHEAR GATE SHALL BE ALUMINUM ALLOY PER ASTM B-26-ZG-32a OR CAST IRON ASTM A48 CLASS 30B AS REQUIRED. 2. GATE SHALL BE 8 IN. DIAM. UNLESS OTHERWISE SPECIFIED. 3. GATE SHALL BE JOINED TO TEE SECTION BY BOLTING (THROUGH FLANGE), WELDING, OR OTHER SECURE MEANS. 4. LIFT ROD: AS SPECIFIED BY MFR. WITH HANDLE EXTENDING TO WITHIN ONE FOOT OF COVER AND ADJUSTABLE HOOK LOCK FASTENED TO FRAME OR UPPER HANDHOLD. 5. GATE SHALL NOT OPEN BEYOND THE CLEAR OPENING BY LIMITED HINGE MOVEMENT, STOP TAB, OR SOME OTHER DEVICE. 6. NEOPRENE RUBBER GASKET REQUIRED BETWEEN RISER MOUNTING FLANGE AND GATE FLANGE. 7. MATING SURFACES OF LID AND BODY TO BE MACHINED FOR PROPER FIT. 8. FLANGE MOUNTING BOLTS SHALL BE 3/8 IN. DIAM. STAINLESS STEEL. 9. ALTERNATE CLEANOUT/SHEAR GATES TO THE DESIGN SHOWN ARE ACCEPTABLE, PROVIDED THEY MEET THE MATERIAL SPECIFICATIONS ABOVE AND HAVE A SIX BOLT, 10 3/8 IN. BOLT CIRCLE FOR BOLTING TO THE FLANGE CONNECTION. ;69A'Pl!SPhGI`JG L. I i G ISAM- bK1AM�:,: e� ' �4 �1t�fi1' HoIE. � - III whe- jE16A7'M An: -_ KI A&M T12E)• x1A P01.,t48 DIAM.,.-, It7ff'S4'rD'A. HIOLE z 1TY - TYPICAti ti IE iP,ORACCES"S,'AIID!i'aTERSI -,U1lam 1z4•(M(N. r II I, '...- r � Tirm. ., - �kOMI LECCENTRICCOMQR "It Sri for IovFIAT ALM TOP Bz' N� clTii�llCl[TE114.�fiOtd�R ItECTANOULAIi IADJfUSTMENT ISEC71ON--------------_---- .---.___-- h!0 tisan aocep, table Ahern VV relay wire mesri havensilor'a. rTfirjirnarrr p1yBa o1iD:12 squaLa;Tl�es pEr:TaormT��e used I6djtu6 enl sectill SURVEYED: SCALE: BEYLER CONSULT. N/A DESIGNED: DTY/KRD DRAWN: DTY/KRD ONE INCH CHECKED: AT FULL SCALE DRB IF NOT ONE INCH NO. REVISION BY DATE AP P R APPROVED: SCALE ACCORDINGLY DRB VERTICAL: NAVE) 1988 HORIZONTAL: NAD 1983/1991 DATU M CITY OF RENTON Planning/Building/Public Works Dept. SECTION 1-1 REMOVABLE WATERTIGHT COUPLING OR FLANGE Z ti � � u Z 6" MAX PLATE WELDED TO ELBOW J WITH ORIFICE AS SPECIFIED IN SECTION 1-1 (I.SxD MIN.) F---- 12" DI OUTLET PIPE 18 RISER SCALE: NTS NOTES: 1. OUTLET CAPACITY: 100 -YEAR DEVELOPED PEAK FLOW. 2. METAL PARTS: CORROSION RESISTANT. NON -GALVANIZED PARTS PERFERRED. GALVANIZED PIPE PARTS TO HAVE ASPHALT TREATMENT 1. 3. FRAME AND LADDER OR STEPS OFFSET SO: A. CLEANOUT GATE IS VISIBLE FROM TOP. B. CLIMB -DOWN SPACE IS CLEAR OF RISER AND CLEANOUT GATE. C. FRAME IS CLEAR OF CURB. 4. IF METAL OUTLET PIPE CONNECTS TO CEMENT CONCRETE PIPE: OUTLET PIPE TO HAVE SMOOTH 0. D. EQUAL TO CONCRETE PIPE I. D. LESS 1/4 5. PROVIDE AT LEAST ONE 3" X 9 GAUGE SUPPORT BRACKET ANCHORED TO CONCRETE WALL WITH 518 IN. STAINLESS STEEL EXPANSION BOLTS OR EMBEDDED SUPPORTS 2 IN. INTO MIH WALL. (MAXIMUM 3'-0" VERTICAL SPACING) 6. LOCATE ELBOW RESTRICTOR(S) AS NECESSARY TO PROVIDE MINIMUM CLEARANCE AS SHOWN. VAULT FLOW RESTRICTOR DETAIL SCALE: VARIES Know what's below. 0111 before you dig. B EYLE R CONSULTING N T O O /O �J T Q D J 00NTACT phone: 253-301-4157 OFFICE fax: 253-336-3950 5920 100TH ST SW, STE 25 beylerconsulting.com Lakewood, WA 98499 R-392408 IN COMPLIANCE WITH CITY OF RENTON STANDARDS DEVELOPMENT ENGINEERING SURFACE WATER UTILITY Ar, IL (Fitz -James 04/30/2018 krevans 05/04/2018 ~ Q I..L DATE: O BOUN SHORT PLAT 12/14/2017 = CONSTRUCTION PLANS FIELDBOOK:NA U) LUA16-000124 SHPL-A U16-006297 PAGE: NA DRAWING N STORMWATER NOTES AND DETAILS Cg C O SHEET: Q of:1 rye IC 00 LU I— O to 0 O N CL > a 0 r In 0 M O N I In Q) r N o+ 3 0 0 o+ Q C W rn N C w U a 0 r C O oD 0 `1 `1 O O N / O 0 0 I O U CL i X LJ.i M a z J 4/25/18 A PnPTTnnl nF gF('TTnnl in Tn\A/I\IgHTP nl RAnl(;F f1S F \A/ M 'EE NOPE EF [saarism j 5' 4 G 1 t---.314 �.71AF�:�HOLE 91' W biAM. WAND& a t� BOLT -DOWN SLOT DETAIL 'NOTES I Provide two jsiots in the cover that are Ivgrklcaii� aligned rwuh the holes in the frarne:Location.of #>olt down dots lf$r'res talnorag etiffat�ent �manitfa��iicere.: tiear,of �� i16°i3esiyn, era fSfar%dardpaa aho',�'51,(z,}br �dditi IFf�gt�Gflrnen`ts i pts c, e details, seelCity�e*bnIr', �Siai9tfaii Plan1204.00. Qffi�fiBTPPC X04:10 O"D-. �— I(��.IB��iC' `�4hT�•b'LNS RECTANGULAR SOLIDS�'D PWMETAL COVER i'r r. —Jar`.. _ _ �P� F�'.. �• msK - I / ►- G,-w7f mri : apnr� elbar�rnfa7 Namdeoans vbfwn L PIpe;- Arch Installation Rigid, Pips NOTES_ Pipe compaction T+mtSa hn-th 'filen are'forii pGnatrubti6n in Ian grtfFiBtif<r>x8f+f i t 9 i§ rr titicbDo In a Ire nch.Ahe horia0nlaI Nmlis'�ihe.pi,D� rbmpacdon s _. . Kona 6afl be,lhe wills.ofdhetre 2,_A4 sleet AiiiI [it lurhlnufill pipe and.. Stie f�P�m-- 1w ft'�fa6aari, jn�rzDrtlarf�"wlm `�l4rf kt a, ae* Pipe wi fremptts�t reT nt sit FIJIQ rs�a6ed In s_eOarx a* 00311I) W- - tincrete pipe,. tphaln rvi'Vvith �Crreu}ar iremforcemaiii,. Vii, (5e rtstall��iith`�`� f5. -#1D rs equaVlo tfie �ula;ede Oiameter,of la,pipe bf [he out4deepenofppt7Th. ffie#limensfawfawnas: Gs, Lift t7 tsg�fwsfrCi.[untiljOb-egiiata:. Cir1 IIIIt III*wi Rim 66 CiserY- 'e0 fior diameters tf 21 through $2' land & rfsansjii=Rxigh 6b` 2 9i fQrldiamefers greater thati:4� and [spans; gFea[er tliaD L50',: ( Imt of p:pe s W O. D. sf011r1d9l�lr- A 4'.'1111 27'-11!L411e dNki, B' m:rr over�T 1 D, 6eddingl11him0 ObleIP,ipe FrWftte Pipe NOTES' 'JT [Provi uniform support unde[ barzelc j1 IHandiamp ursdeT fraunches 13 OQmpaelbeddutyma[enallb99%rrtauhsrly;(dGectly [verpipe haPof�lilpallY 4_ $ee ",�xcavapor� "soil Preparation 0(�Trerw ho fn,sarawy 1899BSi8 �8Ci16D D�:IfIHSiafiftard ispecifi�trons dor, ifertch wktlfi'iW' erti Freni�urig: aptt,0r& Tfiie Wili i66I nvwm th®eetlN i<PAI;f1'wwL The mintmumoDnrrfV1p50tDkfahl�!'-'b 58°- L" 7dench [iackfiA s�allmnFlihmTo`"¢ac IHrfg�=�ewer ZerdheeinRhe-sanitary-s�wers CUQnof;ftrp 'OTIAPWAstandardspeciflcaLons'axce tp,ik-ii-1 Cks Or lumps largar tttanah^ per#oat of pipe.6amii Ist�all trot be used: inthe backrill material Se$'8etiri Jg Material fbrtexib� Ptpa" tD-aggregates �saction of the WSJ©TfgPWI�"standard speclficatlons for"the:materiai specifications;, I�aef�f`i[t marsr�l IpTalc'e31� �3' �wsEf layers iar� wm�acted!tb 4%maitlmum density. EM MetlfodB o>r,Ocompacdon (9VSOOVAPYVDtP zficti�rfs;' Pipe Size: p �irnds of ips 12" to 24" rr T -� 1Q2" to 180 I 48" PPI, -Larch me al on1,Y 18" to 36 1 12" A3" to 1'4z` I (span 1,3 � ,4rOmPB- C201t - - -_� ��1, LLED.� �w.11NQj i'r r. —Jar`.. _ _ �P� F�'.. �• msK - I / ►- G,-w7f mri : apnr� elbar�rnfa7 Namdeoans vbfwn L PIpe;- Arch Installation Rigid, Pips NOTES_ Pipe compaction T+mtSa hn-th 'filen are'forii pGnatrubti6n in Ian grtfFiBtif<r>x8f+f i t 9 i§ rr titicbDo In a Ire nch.Ahe horia0nlaI Nmlis'�ihe.pi,D� rbmpacdon s _. . Kona 6afl be,lhe wills.ofdhetre 2,_A4 sleet AiiiI [it lurhlnufill pipe and.. Stie f�P�m-- 1w ft'�fa6aari, jn�rzDrtlarf�"wlm `�l4rf kt a, ae* Pipe wi fremptts�t reT nt sit FIJIQ rs�a6ed In s_eOarx a* 00311I) W- - tincrete pipe,. tphaln rvi'Vvith �Crreu}ar iremforcemaiii,. Vii, (5e rtstall��iith`�`� f5. -#1D rs equaVlo tfie �ula;ede Oiameter,of la,pipe bf [he out4deepenofppt7Th. ffie#limensfawfawnas: Gs, Lift t7 tsg�fwsfrCi.[untiljOb-egiiata:. Cir1 IIIIt III*wi Rim 66 CiserY- 'e0 fior diameters tf 21 through $2' land & rfsansjii=Rxigh 6b` 2 9i fQrldiamefers greater thati:4� and [spans; gFea[er tliaD L50',: ( Imt of p:pe s W O. D. sf011r1d9l�lr- A 4'.'1111 27'-11!L411e dNki, B' m:rr over�T 1 D, 6eddingl11him0 ObleIP,ipe FrWftte Pipe NOTES' 'JT [Provi uniform support unde[ barzelc j1 IHandiamp ursdeT fraunches 13 OQmpaelbeddutyma[enallb99%rrtauhsrly;(dGectly [verpipe haPof�lilpallY 4_ $ee ",�xcavapor� "soil Preparation 0(�Trerw ho fn,sarawy 1899BSi8 �8Ci16D D�:IfIHSiafiftard ispecifi�trons dor, ifertch wktlfi'iW' erti Freni�urig: aptt,0r& Tfiie Wili i66I nvwm th®eetlN i<PAI;f1'wwL The mintmumoDnrrfV1p50tDkfahl�!'-'b 58°- L" 7dench [iackfiA s�allmnFlihmTo`"¢ac IHrfg�=�ewer ZerdheeinRhe-sanitary-s�wers CUQnof;ftrp 'OTIAPWAstandardspeciflcaLons'axce tp,ik-ii-1 Cks Or lumps largar tttanah^ per#oat of pipe.6amii Ist�all trot be used: inthe backrill material Se$'8etiri Jg Material fbrtexib� Ptpa" tD-aggregates �saction of the WSJ©TfgPWI�"standard speclficatlons for"the:materiai specifications;, I�aef�f`i[t marsr�l IpTalc'e31� �3' �wsEf layers iar� wm�acted!tb 4%maitlmum density. EM MetlfodB o>r,Ocompacdon (9VSOOVAPYVDtP zficti�rfs;' Pipe Size: �fb�n 'elf ctilarpipe conc.,, iLCPE, GAAP (tlliameiet) 12" to 24" rr 3(1" to t)g� O 1Q2" to 180 I 48" PPI, -Larch me al on1,Y 18" to 36 1 12" A3" to 1'4z` I (span 1,3 � ,z IIBU ` vY Ftl r fI'toff W IMIPACT " STAT 2 0♦DO r SRM 1201 B6L'nf64Es �'�i-P4�sfiti4;�1 TAN' - - APART OIJ 29:7718^i88�"y tlA.e&; r RENTO fT WHE4D O- THC ,=.0 yE "-- _,, DIA PIDKHOLE COVER '',SECTI ON IVIII W_ �e:�ur'aiin I. fzs irk ;ili�r, (NN�PR�tli cKT it I sB^'tlw xQYER!�4T7OM Yl�lt` ',13)'6Li Ski '(RLL€N-hl. iB rt x t:a�S RUBBER WASHER rr- (EON j 0jLffl F[G IDETAii L �' I[1Tlriml Vie' ,r,61 4ASKETiCIR9YO /E 6E'F"AUL NOTES ALf coQER�sr �E[ooKIN t:+o?etstq iaH wfsRRsr�cT CR ARRfiOVEO Ea4lAto-. 7S1.TGN P]PE.:R�[SES: Dli . IR.RA.O18�:R40F.RBAtFJ'.. _„ OATCH.BASIN•hReAtSiiAlN 'TEE d+ROPERZM..��, rteu WA -1 JOINT MSE — ANO .� PERAIANrmop'll ."L�AT61i FB i• 1W-- AREA1DRX1k' 'EAP; {IND .YrIERE GLEANONT IS IN PAVEffEA7 IRtFI�INC $- COVER PER IFCO #2.47 R-EOOVALENT rd.ADE GLEA94i bWAAX'JSA90'StROS iEAGif 2Nf5-9$'BENb, 19CWW:WR. PIPE ENDS NOTE: MIN PIPE SIZVII PIPE tv1ATERl3ll l$ILI;FQi�J"W t"tf ,L -WE -R, TRIPLE WALE, PoLYIE NYLENE,rkfFNOM11E99—`IFRENf;1[if_ �il/f�$i7a` tiE4/CIC. lI�fiMPORARY CA'PDN fNq to o0 bIWN_STI�"• 1h1AFeK�gev"z°><s srrtlCi r R TY�CAL PIRIVATE ROOF DRAM STD. PLAN 296 `''•� I ,`L' ICOLLACT1ON'SYS'i'EIN' _ ti cod CROSS SECTION SURVEYED: SCALE: BEYLER CONSULT. NTS DESIGNED: DTY/KRD DRAWN: DTY/KRD ONE INCH CHECKED: AT FULL SCALE DRB IF NOT ONE INCH NO. REVISION BY DATE AP P R APPROVED: SCALE ACCORDINGLY DRB VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/1991 DATU M %R • CITY OE RENTON • Planning/Building/Public Works Dept. re H Cfl H • H R-392409 IN COMPLIANCE WITH CITY OF RENTON STANDARDS DEVELOPMENT ENGINEERING SURFACE WATER UTILITY (Fitz -James 04/30/2018 krevans 05/04/2018 ~ Q BOUN SHORT PLAT CONSTRUCTION PLANS LUA16-000124, SHPL-A, U16-006297 STORMWATER NOTES AND DETAILS J n I— rr O DATE: 12/14/2017 FIELDBOOK: NA PAGE: NA Z DRAWING NO: C9 � SHEET: OF:1 rye N M I W I— DO O Do 0 t0 0 N C O a -0 0 0 Of a- t t 0 N C O CO sa 0 N 1 to UN1 d -C 3 O 0 rn C 0 lT LCI rn C C C W 0 0 OL -tf0 N C O 7 m 0 Y C N Y ]D O N I 0 1-10 O O I SO U .21 a` i X w a z J - FACE OF CURB NF1-_ Y -. t:r P y1 •F yt• R 1:24 I + TOP OF T72•R. ROADWAY I y ° t,E• ,`� CEMENT CONCRETE TRAFFIC CURB AND GUTTER FACE OF ADJACENT CURB 6 1!2" - ' FLUSH WITH GLITTER ~ Ti - PAN AT SIDEWALK RAMP ENTRANCE 1,11 r 124 / TOP OF 1)2•R, ROADWAY 9 , P v �v _T.6. F I. DEPRESSED CURB SECTION AT SIDEWALK RAMPS 6' CEMEINTCONCRETE 112' R. -. 1" R SIDEWALK RAMP VARIES T OR LANDING FROM - I 6.700 til 318" PREMOLDED JS7i NT FILLER CEMENT CONCRETE PEDESTRIAN CURB AT SIDEWALK RAMPS AND LANDINGS FACE OF ADJACENT CURB fi�SEE DEPRESSED CURB DETAIL THIS SHEET 1:2Q TOP OF 1 ,..1• 1:2" R. ROADWAY I ° 9 i GI DEPRESSED CURB SECTION AT RESIDENTIAL DRIVEWAYS ONLY - FOR COMMERCIAL DRIVEWAYS SEE STD PLAN 104.2 FACE OF CURS 512". V 112' R r 1' R. 1 FACE OF ADJACENT CURB TOP OF ROADWAY GUTTER SURFACE GENERAL NOTES I. See standard plans 102 and 1171,1 1& cu r0 aspansior and owtracTlon jolm spaclTry- 2. Not used. 3. For Depressed Momlllhlc Or,veway Curb, 8. Gullet Sectlan, see Standard Plan 104.2 r - BTO. PIAN -- 101 +' ;+ PUBLIC WORKS CEMENT CONCRETE CURBS PR M. DEPARTMENT , ED ja 77 dr r A -: 1/2-X4- EXPANSION MATERIAL 1/4"R AT JOINTS SCORE LINES TO BE RADIAL TO CURB AND Gll TTER 1 + 1/2'X4" EXPANSION MATERIAL 1/4'R AT JOINTS "W"-WDTH OF SIDEWALK 1/2"X4" EXPANSION MATERIAL 1/4-R AT JOINTS CEM. CONIC. CURS AND GUTTER I•yEf+7t1iU@I�l' 1/2"X5" EXPANSION 1/4'/1-T- SLOPE ANTERIAL CURB RETURN 1/2"R 1/4 -/FT. SLOPE 1/2-R 4.. 1/`'R PAVEMENT AS PER PLANS 4' Ii PAVEMENT AS PER PLAINS STANDARD CEM. CONC- PARKWAY STANDARD CEM. CURD AND GUTTER CONC. CURB AND GUTTER SECTION A—A SECTION 8-13 SEE SHEET 2-5-1 FOR ROADWAY DEVELOPMENT STANDAROS A JrANTg DUMMY JOINTS SHALL BE PLACED NOT TO EXCEED 15 C/C RCft LESS THAN 1O' C/C. THEY SHALL NOT W LESS THAN 3/Ig- IN THICKNESS AND SHALL BE ixTLT]DI) m R0.0W TRE GUTTER LINE 1/2- THRV JOIKT9 SHALL RE PLACED AT ALL COLD dOINTS As DIRECTED BY ENGNEER AND SHALL ExTEND 1' BELOW MNMETE- WHERE THE SDEWALK IS TO BE PLACED AGAINST THE CURB AND GUTTER, THE JOINT 94ALL BE A COLD JOINT- 1/2'x S• E)VANSWN MATERIAL SHALL BE PLACID FROM P-C.'S TO P.T-'S AT ALL CURB RETURNS 1/2"%A' E%PAIVSM MATERIAL SHALL BE PLACED AT EYE" FOJRTN 51OEWALN PANEL THE CORCREIE MIX FOR SIDEWALKS SHALL CONFORM TO THE REDIREMENTS OF CLASS a (3/S•) WTH AIR ENTRAINWENT. THE CONCRETE SHALL HAVE A BROOM FINISH WITH ALL EDGER HAVING A 2 1/2" TOOLED FINISH SVBCRA➢E CLTiPAC11ON 51- 1 BE 90% (MOOIiED FRGCT )L TYPICAL SIDEWALK e ADOPTED CITY OF RENTON f" + STANDARD PLANS • ', r T.B114' �1•RP o- F007 SP PAGE: F007 - CEMENT CONCRETE A '• TRAFFIC CURB • Py Z DEPRESSED CURB DETAIL tl_G$• AT RESIDEI,ITIAL OR COMMERCIAL DRIVEWAYS. AND ALLEYS GENERAL NOTES I. See standard plans 102 and 1171,1 1& cu r0 aspansior and owtracTlon jolm spaclTry- 2. Not used. 3. For Depressed Momlllhlc Or,veway Curb, 8. Gullet Sectlan, see Standard Plan 104.2 r - BTO. PIAN -- 101 +' ;+ PUBLIC WORKS CEMENT CONCRETE CURBS PR M. DEPARTMENT , ED ja 77 dr r A -: 1/2-X4- EXPANSION MATERIAL 1/4"R AT JOINTS SCORE LINES TO BE RADIAL TO CURB AND Gll TTER 1 + 1/2'X4" EXPANSION MATERIAL 1/4'R AT JOINTS "W"-WDTH OF SIDEWALK 1/2"X4" EXPANSION MATERIAL 1/4-R AT JOINTS CEM. CONIC. CURS AND GUTTER I•yEf+7t1iU@I�l' 1/2"X5" EXPANSION 1/4'/1-T- SLOPE ANTERIAL CURB RETURN 1/2"R 1/4 -/FT. SLOPE 1/2-R 4.. 1/`'R PAVEMENT AS PER PLANS 4' Ii PAVEMENT AS PER PLAINS STANDARD CEM. CONC- PARKWAY STANDARD CEM. CURD AND GUTTER CONC. CURB AND GUTTER SECTION A—A SECTION 8-13 SEE SHEET 2-5-1 FOR ROADWAY DEVELOPMENT STANDAROS A JrANTg DUMMY JOINTS SHALL BE PLACED NOT TO EXCEED 15 C/C RCft LESS THAN 1O' C/C. THEY SHALL NOT W LESS THAN 3/Ig- IN THICKNESS AND SHALL BE ixTLT]DI) m R0.0W TRE GUTTER LINE 1/2- THRV JOIKT9 SHALL RE PLACED AT ALL COLD dOINTS As DIRECTED BY ENGNEER AND SHALL ExTEND 1' BELOW MNMETE- WHERE THE SDEWALK IS TO BE PLACED AGAINST THE CURB AND GUTTER, THE JOINT 94ALL BE A COLD JOINT- 1/2'x S• E)VANSWN MATERIAL SHALL BE PLACID FROM P-C.'S TO P.T-'S AT ALL CURB RETURNS 1/2"%A' E%PAIVSM MATERIAL SHALL BE PLACED AT EYE" FOJRTN 51OEWALN PANEL THE CORCREIE MIX FOR SIDEWALKS SHALL CONFORM TO THE REDIREMENTS OF CLASS a (3/S•) WTH AIR ENTRAINWENT. THE CONCRETE SHALL HAVE A BROOM FINISH WITH ALL EDGER HAVING A 2 1/2" TOOLED FINISH SVBCRA➢E CLTiPAC11ON 51- 1 BE 90% (MOOIiED FRGCT )L 3/a' PREMOLDED JOINT FILLER (714) SEC MUM 2 /B"R X 5/a'0 DUMMY JOINT TYPICAL SIDEWALK /® ADOPTED CITY OF RENTON f" + STANDARD PLANS S - FRAU E 8 GRATE G LST DATR: 04/04 DWG. NAME: F007 SP PAGE: F007 3/a' PREMOLDED JOINT FILLER (714) SEC MUM 2 /B"R X 5/a'0 DUMMY JOINT SECTION GENERAE NOTE'S: - J The intent of 1hi6 dBSIgn Is to facilitate the removal / of a cath basin vnlh minimal disUrbance of the wrb. . The expansion joints of the adjacent sidewalk shall be adjusted to be In line With these cuff expansion joints. I I A PORTION OF SECTION 10, TOWNSHIP 23 N., RANGE 05 E., W.M. ME KLTTE 2 CEMENTCONCRETE CURSALNDGU-11ER L IS109E411 VIEW v� CEMENT CONCRETE CUM Em. PLAN- 101.1 PUBLIC INSTALLATION AT PI�Q + ` DEPARTMENT EAiT CATCH BASIN& Da _ _ ExISIING ASYNf PAVEMENT SAWCUT (SEE NOTE 2) ARTERIAL STREET MINIMUM 7" HMA (or ACP Class B) (SEE NOTE 1), OVER 6" CRUSHED ROCK RESIDENTIAL STREET Mblin 4" HMA (or ACP Close B) (SEE NOTE 1), OVER 6'' CRUSHED ROCK •] fly LAIN) ----- NOTES; 1, MUST MATCH EXISTING THICKNESS IF GREATER - 2. SAWCUT SHALL BE POSITIONED 1' - 0" BEYOND EDGE OF DAMAGED PAVEMENT. 3- THE INTENT OF THiS DESIGN iS TO DESCRIBE PAVEMENT PLACEMENT AT THE GUTTER FACE- SEE STANDARD PLAN FOR CEMENT CONCRETE CURBS. SM. PLAN 103 PUBLIC WORKS CURB AND GLITTER PPRC} 'U: DEPARTMENT REPLACEMENT DETAILy WWOL ATE 4/25/18 1,.G. , -D• ISEECDMRACTI ROU. DING 2�'•• �� 1f2' PNI R {TYP.I CURB NOT INCJ_uCED 1N BIO ITEM - t SY SEE BASED EDGE 3'8- HINI PREMOLDED +• 1'-0' SIDEWALK DETAIL-THISSHEET JOINT FILLER ALL CVT )MIN IEEE CONTRALTI BL�PES trY rLN) R_ rTYP-1 WITH RAISED EDGE 1 15� URB NOT INCLUDED IN BIO TEEN - �lf•. 1'I' DN. PREMDLDED FINISHED GRADE V IlMt BELOW JOINT FILLER '/ TOP OF CONCRETE SURFACE V -O- SIDEWALK ADJACENT TO CURBV-GYRN (SSE CONTACT) Am ING f!Y IINI R- RtP.) CORE NOT INCLUDED IN al9 REh1- -� 15% 3n!' Ir11I �„7 FRIDGE OR PEDESTRIAN r PREMD1.9E0 WALL OR BARRIER RAILING JpINT Fryi£R ADJACENT TO CURB BARRIER - SeE'. SIDEWALK [STEEP Fl.L SLOPESI CONTRACT PLANS )SEE CONTRA" WALL OR BARRIER r I IR-(IN,R (TYP,) FLUSH I ] CU" NOT MCLUDED IN BID ITEM - SIDEWALK Intl IR - VERTICAL WALL - It' IINI PRE.CLDED SEE DETNL JOINT FILLER {TYP.1 •�A ADJACENT TO CURB AND RAILING OR WALL JQf Tru PRET M.WLLDEO 311' 0 FILLER SIDEWALK SUPPER STRIP [SEE CONTRACT {SEE NOTE 10) IfY OW R. SIDEWALK ADJACENT TO WALL DETA L rrYP.1 CURS NOT INCLUDED W BID ITEM - 15 LEM _ 1'7' LINT R FINISHED oRADE 1- {IM stuaW TOP OF CONCRETE + , SURFACE.. FOR PLANTING - FLUSH IF PAVED v V. ADJACENT T4 HUF FER STRIP ¢'' ' 11x71 R - sRDWED FINISH ' �' •• 41WIDE SMOOTH k•• .+ TROWELED PERWETER RAISED EDGE DETAIL 1� • J XT END OIN LUREALK RAISED L E D• Jp;N TS TO 11'CLVOE RAIgED EDGE CEMENT CONCRETE CURE (CUPS AMC) GUTTER SHOWNI NOT INCLUDED N BID ITEM For NOTES see STD PLAN 104,2, Paved surfaces must comply With STD PLAN 102.1 as applicable. ,/- 3x8 x 18 -TO 14 - \ _ coNIRACnoNJowT IN SIDEWALK ONLY O _ WANSkON"KrINBOTH •�,••'�;�r2'o'.• },'{'.a `o'. CURB 4 N SIDEWALK I SEE STP PLAN 101 EI '• R . a. •'. g , JOINT AND FINISH FILL DETAIL JOINTIHr FFILLER -,E , EXPANSION JOINT�.G: CONTRACTION JOINT 1 PUBLIC WORKS CEMENT CONCRETE SM. PLAN — 102 + i+ DEPARTMENT SIDEWALK PPR❑ IEDIdibly 71 y T�T—i - .fq,piT;rA IPKLPPEF'E4EwALK aA7AM1 -! _� .�I 4ENTEAL 4 11,N VARIES 7SEE rAIE i1 R CNN. r )SEE NOTE 31 F 1 6� S - FRAU E 8 GRATE G Ta LF PAGED can++rllna as requlred at 19 me]dnlum spacing when dHvaway CONTRA& IONJOINr - - a lar r arwEw'Av REWIRED ROADWAY I W W AAT nW-J Z DRAWING NO: C10 tl_G$• =EsrD,tOR rxPUN Ippl 10' 51 1' aapipi�cc L a � YAiCii FRNJE AND GRATE - NOT INCLUDED I /2' R. T" R. ROADWAY IN CURB AND OU1n4ta1113 ITEM points marked with symbol "X.", All elevations we at the back or 'D'NTs ysAu� CORM DEPRE93Er] MDHULrTHIC cwt& B UJTTERDETA 1L ,/ / sum B. Not used. r 7. For Driveway Widths see DRIVEWAY STANDARDS P. ]11• Jq _ �l' ROADWAY p FACT' OFADMUMNT LAIRS R303-2-3 of the Revised Draft Gvidclirim For Access{btePubl r Rights Ndvcmba 23, 2005 y IN • f 9. Curb rui lms for any Type C -MAX Driveway may be approved an B Case-by-case Wats. - - r 1^A SURFACE 10. STREET STANDARDS = Renton Municipal Lode (RMC) P P ,• Secto n A-6-060 TME ET5TANDAR OS DEPRESSEDCURBNAIL AT RF9ICF NTNµ, OR COMLIERCIAL MVEWAYS, AND ALLEYS DRIVEWAY STANDARDS - Renton Munfolpal Code (RMC) Ttle IV Development RegulatJons ADJUSTN.ENT SECTION NUT IWLUDEO CHAPTER 4 p • a N UT.M AND GUTTER HID RHn Section 4-4-M PARKING, LOADING AND DRNEWAY 4Lam Coi"n'RrRaq REGULATIONS 9-BuRMI gsMA). tianpFNotiLrRr PUBLEC WORJI S CEMENT CONCRETE DRIVEWAY SM. PLAN— 104.2 CATCH BASIN - NCT gaA9LUDI n ` DEPARTMENT ENTRANCES - NOTES AND DETAILS • NC•UR9 ANC GUTTER SO REM w N w •- SECTION GENERAE NOTE'S: - J The intent of 1hi6 dBSIgn Is to facilitate the removal / of a cath basin vnlh minimal disUrbance of the wrb. . The expansion joints of the adjacent sidewalk shall be adjusted to be In line With these cuff expansion joints. I I A PORTION OF SECTION 10, TOWNSHIP 23 N., RANGE 05 E., W.M. ME KLTTE 2 CEMENTCONCRETE CURSALNDGU-11ER L IS109E411 VIEW v� CEMENT CONCRETE CUM Em. PLAN- 101.1 PUBLIC INSTALLATION AT PI�Q + ` DEPARTMENT EAiT CATCH BASIN& Da _ _ ExISIING ASYNf PAVEMENT SAWCUT (SEE NOTE 2) ARTERIAL STREET MINIMUM 7" HMA (or ACP Class B) (SEE NOTE 1), OVER 6" CRUSHED ROCK RESIDENTIAL STREET Mblin 4" HMA (or ACP Close B) (SEE NOTE 1), OVER 6'' CRUSHED ROCK •] fly LAIN) ----- NOTES; 1, MUST MATCH EXISTING THICKNESS IF GREATER - 2. SAWCUT SHALL BE POSITIONED 1' - 0" BEYOND EDGE OF DAMAGED PAVEMENT. 3- THE INTENT OF THiS DESIGN iS TO DESCRIBE PAVEMENT PLACEMENT AT THE GUTTER FACE- SEE STANDARD PLAN FOR CEMENT CONCRETE CURBS. SM. PLAN 103 PUBLIC WORKS CURB AND GLITTER PPRC} 'U: DEPARTMENT REPLACEMENT DETAILy WWOL ATE 4/25/18 1,.G. , -D• ISEECDMRACTI ROU. DING 2�'•• �� 1f2' PNI R {TYP.I CURB NOT INCJ_uCED 1N BIO ITEM - t SY SEE BASED EDGE 3'8- HINI PREMOLDED +• 1'-0' SIDEWALK DETAIL-THISSHEET JOINT FILLER ALL CVT )MIN IEEE CONTRALTI BL�PES trY rLN) R_ rTYP-1 WITH RAISED EDGE 1 15� URB NOT INCLUDED IN BIO TEEN - �lf•. 1'I' DN. PREMDLDED FINISHED GRADE V IlMt BELOW JOINT FILLER '/ TOP OF CONCRETE SURFACE V -O- SIDEWALK ADJACENT TO CURBV-GYRN (SSE CONTACT) Am ING f!Y IINI R- RtP.) CORE NOT INCLUDED IN al9 REh1- -� 15% 3n!' Ir11I �„7 FRIDGE OR PEDESTRIAN r PREMD1.9E0 WALL OR BARRIER RAILING JpINT Fryi£R ADJACENT TO CURB BARRIER - SeE'. SIDEWALK [STEEP Fl.L SLOPESI CONTRACT PLANS )SEE CONTRA" WALL OR BARRIER r I IR-(IN,R (TYP,) FLUSH I ] CU" NOT MCLUDED IN BID ITEM - SIDEWALK Intl IR - VERTICAL WALL - It' IINI PRE.CLDED SEE DETNL JOINT FILLER {TYP.1 •�A ADJACENT TO CURB AND RAILING OR WALL JQf Tru PRET M.WLLDEO 311' 0 FILLER SIDEWALK SUPPER STRIP [SEE CONTRACT {SEE NOTE 10) IfY OW R. SIDEWALK ADJACENT TO WALL DETA L rrYP.1 CURS NOT INCLUDED W BID ITEM - 15 LEM _ 1'7' LINT R FINISHED oRADE 1- {IM stuaW TOP OF CONCRETE + , SURFACE.. FOR PLANTING - FLUSH IF PAVED v V. ADJACENT T4 HUF FER STRIP ¢'' ' 11x71 R - sRDWED FINISH ' �' •• 41WIDE SMOOTH k•• .+ TROWELED PERWETER RAISED EDGE DETAIL 1� • J XT END OIN LUREALK RAISED L E D• Jp;N TS TO 11'CLVOE RAIgED EDGE CEMENT CONCRETE CURE (CUPS AMC) GUTTER SHOWNI NOT INCLUDED N BID ITEM For NOTES see STD PLAN 104,2, Paved surfaces must comply With STD PLAN 102.1 as applicable. ,/- 3x8 x 18 -TO 14 - \ _ coNIRACnoNJowT IN SIDEWALK ONLY O _ WANSkON"KrINBOTH •�,••'�;�r2'o'.• },'{'.a `o'. CURB 4 N SIDEWALK I SEE STP PLAN 101 EI '• R . a. •'. g , JOINT AND FINISH FILL DETAIL JOINTIHr FFILLER -,E , EXPANSION JOINT�.G: CONTRACTION JOINT 1 PUBLIC WORKS CEMENT CONCRETE SM. PLAN — 102 + i+ DEPARTMENT SIDEWALK PPR❑ IEDIdibly 71 y T�T—i - cEIaLM CONCRETE SIDEWALK I'.CN cTton Axrr I SEENOTEI CEhrEHT C9I+CRETE RA'.1P1MTN r]N 1V a LlJll!SESE GIPTEII W oPE 1T1'P.I E NpiE 31 ld' C-0NTIGC[iD TO PLN 1021 jSEe SiD PLAN 1021 pll'.N VIESY roti OSFERENCE W SLOPE I.W. - CI"WAr W. AE V INE SHOWN NBLOPERLOPC SHOWN EXADGERFTEO, CEMENT cONCREM S"WW[ L_J _vuuEe .. ISkE HbTf r� P ]t MAx SEE -ort 0ITYP1 I CEMENTLpIGIETE pEPR{pSEP-.�AUJTt{R EpP1PAiA1 3!'£%PAnSION AW] {Tt'P I rev; P e 1V REECln l A 1 ME STD. PLM! IM�~ �J IR'R�T1'P.. �G..M'A1otk- oNGEWAT YW11 NE atOPE )SLOPE SIKIMM ELUl.ERATEDi I Sfit\,z � PwvEwxr. p. WN rear 5 off � TYPE R18 - ISOMETRIC VIEW (RESIDENTIAL, WITH BUFFER) CEMWTCONCRETE CURV ILGUTI ER IEEE NOTE M rim .l61I *&111E•l:2I_I3iGLls ti SEA, PLAN — 104.3 PUBLIC WORKS CEMENT CONCRETE DRIVEWAY PIP x 1}: �?y DEPARTMENT ENTRANCE - TYPE RIB effil 'ATE Gregg Zimmerman, Puhlk works Administrator CEMENT CONCRETE CURS a GLITTER (SEE NOTE a) SIDEWALK f (WE DETAIL THIS aKWn �r 1- '_ TYPE C28- ISOMETRIC VIEW {COMMERCIAL, WITH BUFFER) NOTES .fq,piT;rA IPKLPPEF'E4EwALK aA7AM1 -! _� .�I I. When a driveway width exceeds 15 feet, con*ucl a lull depth 4 11,N VARIES 7SEE rAIE i1 R CNN. r )SEE NOTE 31 ;Aeeor=o11r'ta IEEE -11 ^ Ta LF PAGED can++rllna as requlred at 19 me]dnlum spacing when dHvaway CONTRA& IONJOINr - widths exceed 30'.�H a lar r arwEw'Av REWIRED ROADWAY I W W AAT nW-J Z DRAWING NO: C10 3. Curb and gutter shown, other Curt designs may be specified. Sae std. plan 101 for curb detalls. =EsrD,tOR rxPUN Ippl 10' SHEET:10 oF:19 m aapipi�cc L a � SEE UGIES x V -r 1, r -s 5, The engineer will design all driveways to Include el avatons al all NOTE DRVLMYLONGrrU01K&MAMON points marked with symbol "X.", All elevations we at the back or 'D'NTs ysAu� CORM DEPRE93Er] MDHULrTHIC cwt& B UJTTERDETA 1L rkrh ;Dp an uphill side B. Not used. 7. For Driveway Widths see DRIVEWAY STANDARDS (See NOTE 10). The erpansian joints (see std. plan 102) shall be spaced as shown In the Corresponding Immelrlc view. cEIaLM CONCRETE SIDEWALK I'.CN cTton Axrr I SEENOTEI CEhrEHT C9I+CRETE RA'.1P1MTN r]N 1V a LlJll!SESE GIPTEII W oPE 1T1'P.I E NpiE 31 ld' C-0NTIGC[iD TO PLN 1021 jSEe SiD PLAN 1021 pll'.N VIESY roti OSFERENCE W SLOPE I.W. - CI"WAr W. AE V INE SHOWN NBLOPERLOPC SHOWN EXADGERFTEO, CEMENT cONCREM S"WW[ L_J _vuuEe .. ISkE HbTf r� P ]t MAx SEE -ort 0ITYP1 I CEMENTLpIGIETE pEPR{pSEP-.�AUJTt{R EpP1PAiA1 3!'£%PAnSION AW] {Tt'P I rev; P e 1V REECln l A 1 ME STD. PLM! IM�~ �J IR'R�T1'P.. �G..M'A1otk- oNGEWAT YW11 NE atOPE )SLOPE SIKIMM ELUl.ERATEDi I Sfit\,z � PwvEwxr. p. WN rear 5 off � TYPE R18 - ISOMETRIC VIEW (RESIDENTIAL, WITH BUFFER) CEMWTCONCRETE CURV ILGUTI ER IEEE NOTE M rim .l61I *&111E•l:2I_I3iGLls ti SEA, PLAN — 104.3 PUBLIC WORKS CEMENT CONCRETE DRIVEWAY PIP x 1}: �?y DEPARTMENT ENTRANCE - TYPE RIB effil 'ATE Gregg Zimmerman, Puhlk works Administrator CEMENT CONCRETE CURS a GLITTER (SEE NOTE a) SIDEWALK f (WE DETAIL THIS aKWn �r 1- '_ TYPE C28- ISOMETRIC VIEW {COMMERCIAL, WITH BUFFER) NOTES I I. When a driveway width exceeds 15 feet, con*ucl a lull depth n expenMon joint with 31e" JDInt IfIAer a" the 0rivoway iane lines ;Aeeor=o11r'ta {sea std, plan 102). Construct expansion JDinIS parallel with the SEEDEFR MED CURB DETAIL ° DN THIS SHEEl can++rllna as requlred at 19 me]dnlum spacing when dHvaway CONTRA& IONJOINr - widths exceed 30'.�H a lar r FIELDBOOK NA ROADWAY 2. See std. plan 102 for sidewalk details. Z DRAWING NO: C10 3. Curb and gutter shown, other Curt designs may be specified. Sae std. plan 101 for curb detalls. 10' SHEET:10 oF:19 m 4. Not used. V -r 1, r -s 5, The engineer will design all driveways to Include el avatons al all NOTE DRVLMYLONGrrU01K&MAMON points marked with symbol "X.", All elevations we at the back or 'D'NTs ysAu� CORM DEPRE93Er] MDHULrTHIC cwt& B UJTTERDETA 1L rkrh ;Dp an uphill side B. Not used. 7. For Driveway Widths see DRIVEWAY STANDARDS (See NOTE 10). The erpansian joints (see std. plan 102) shall be spaced as shown In the Corresponding Immelrlc view. S. Slopes shall comply with sections 8303.2.1 or R3032.2 or FACT' OFADMUMNT LAIRS R303-2-3 of the Revised Draft Gvidclirim For Access{btePubl r Rights Ndvcmba 23, 2005 y -of --Way of (PROWALi). f 9. Curb rui lms for any Type C -MAX Driveway may be approved an B Case-by-case Wats. - - r 1^A SURFACE 10. STREET STANDARDS = Renton Municipal Lode (RMC) TNIeIVDevelopment Regulatlons z A CHAPTER 6STA EETANDUTI UTYSTAN DARDS Secto n A-6-060 TME ET5TANDAR OS DEPRESSEDCURBNAIL AT RF9ICF NTNµ, OR COMLIERCIAL MVEWAYS, AND ALLEYS DRIVEWAY STANDARDS - Renton Munfolpal Code (RMC) Ttle IV Development RegulatJons Driveway Example: 'TYPE CIS CHAPTER 4 C-Ocin ardal CITY-WIDE PROPERTY DEVELOPMENT STANDARDS Nu bwOf LrW, _ Section 4-4-M PARKING, LOADING AND DRNEWAY 4Lam Coi"n'RrRaq REGULATIONS 9-BuRMI gsMA). tianpFNotiLrRr PUBLEC WORJI S CEMENT CONCRETE DRIVEWAY SM. PLAN— 104.2 PRO D: ` DEPARTMENT ENTRANCES - NOTES AND DETAILS uI SURVEYED: SCALE: BEYLER CONSULT. NTS DESIGNED: DTY/KRD DRAWN: DTY/KRD ONE INCH CHECKED: AT FULL SCALE DRB IF NOT ONE INCH NO. REVISION BY DATE AP P R APPROVED: SCALE ACCORDINGLY DRB VERTICAL: NAVE) 1988 HORIZONTAL: NAD 1983/1991 DATU M BEYLER CONSULTING CONTACT phone: 253-301-4157 OFFICE fax: 253-336-3950 5920 100TH ST SW, STE 25 beyierconsuiting.com Lakewood, WA 98499 R-392410 IN COMPLIANCE WITH CITY OF RENTON STANDARDS DEVELOPMENT ENGINEERING 4 D (Fitz -James 04/30/2018 ~ CITY OF BOUN SHORT PLAT RENTON CONSTRUCTION PLANS 'R) LUA16-000124, SHPL-A, U16-006297 Planning/Building/Public Works Dept. GRADING/PAVING/STORMWATER COR STANDARD DETAILS I n I— rr O DATE: 12/14/2017 1: FIELDBOOK NA _: + PAGE: NA Z DRAWING NO: C10 D SHEET:10 oF:19 m W I- I- I ^ n rr O 2 Cn Z 0 W T T 00 0 00 O 0) 0 N 0 a 0 Cr a 0 L N 0 DO 0 0 N I LD N a) N 0) 01 (n 0 01 C .3 0 0 01 C N C W / C C C Ld0 0 a O _C N C O DO 0 C L C 0 O N I 0 1-10 O 0 1 / U N O_ i X a z J I� LANE LINE MARKING STANDARD VEHICLE WHEEL PATH CRUSHED ROCK, FLOWABLE FILL OR AS REQUIRED BY ENGINEER *MINIMUM ACP CLASS 'E' or 'B' SHALL BE: Less than ten (10) yrs old PRINCIPAL/MINOR/COLLECTOR ARTERIAL STREETS & INDUSTRIAL ACCESS STREETS - 6" ACP CLASS 'E' or 'B'. Requirements RESIDENTIAL ACCESS STREETS - 2" ACP CLASS 'E' or 'B'. \\1MIN. NOTE: MIN- UPON REQUEST OF ENGINEER, NEW ROADWAY PAVEMENT MIN. SECTION MAY BE DESIGNED USING AN APPROVED METHOD FOR TYPICAL LONGITUDINAL PATCH AND OVERLAY DETERMINING PAVEMENT THICKNESS. Route FIELDBOOK: NA FOR FLEXIBLE PAVEMENT LANDING E MATCH CURB RAMP I WIDTH -SEE CONTRACT PLANS ti O ADOPTED Yes Plus one panel beyond 1' ACP CLASS* 1' 1 mal STANDARD PLANS MIN. LIST DATE: 02/05 MIN. DWG. NAME: H032 SP PAGE: H032 GRADE BREAK 6" CRUSHED 2" CLASS 'B' Yes SURFACING TOP COURSE 2" SAWCUT AND REMOVE EDGE OF PAVEMENT, - OR GRIND, SEAL WITH AR4000W EDGE OF CURB & GUTTER, OR CENTER OF LANE LINE Yes, If twenty-four (24) 3. Do not place Gratings, Junction Boxes, Access Covers, or other appurten- W - 0" MIN. 2.5' MIN. CRUSHED ROCK, FLOWABLE FILL OR AS REQUIRED BY ENGINEER *MINIMUM ACP CLASS 'E' or 'B' SHALL BE: Less than ten (10) yrs old PRINCIPAL/MINOR/COLLECTOR ARTERIAL STREETS & INDUSTRIAL ACCESS STREETS - 6" ACP CLASS 'E' or 'B'. Requirements RESIDENTIAL ACCESS STREETS - 2" ACP CLASS 'E' or 'B'. CURB RAMP WIDTH 4' - O' MIN. LANDING TO MATCH NOTE: without Bus Route UPON REQUEST OF ENGINEER, NEW ROADWAY PAVEMENT Y SECTION MAY BE DESIGNED USING AN APPROVED METHOD FOR TYPICAL LONGITUDINAL PATCH AND OVERLAY DETERMINING PAVEMENT THICKNESS. Route FIELDBOOK: NA FOR FLEXIBLE PAVEMENT LANDING E MATCH CURB RAMP I WIDTH -SEE CONTRACT PLANS ti O ADOPTED Yes Plus one panel beyond CITY OF MENTON GRADE BREAK 1 mal STANDARD PLANS 02 2005 MODIFIED NOTES DCVDC LIST DATE: 02/05 17/2004 1 MODIFIED NOTES D. cz DATE I REVISION BY PPR D DWG. NAME: H032 SP PAGE: H032 (sm NOTE k USE ATTACHAIENr {1) iib' -,e E 1 314 Dil mil Nil BOLT M L•TAT W ushen8 PILOOKVJABPER ATfACIYEHi 111 X 11 H ) OETAe"A' 0 g7{NUT NUT {TYPJ 614 PANELPLTLxoD TOP OF BrRRICADE O 0 BIIPPORT RNc E 0 0 0 WARNING LIGHT ATTACHMENT DETAIL 6•,k r T r. LIT Z-V LIGHT STEEL WITH MEOPATfACHMEIlT TOFBARRfCAGEANGLE SUPPORT DRILL TAC ,Tr DIM HOLES Til❑ I " BwRIraDE SUPPDI AHCLE STEELHIl ❑ I ti I / se, FLAT 1w8HEe 3ml STM HE C}' (TY NUT P•] I ATTACHMENT DETAIL "A" rx t ,!r II, lflx 1,X YgRN114G IIITM ATTACHMENT STEEL ANO[E T TOP OF eARRIOM)E 'T SUPPORT ANGLE PPoLL THREE }lit OWUTriO VIpNJHm1.ESTHROUfll trr nIAaL I10LEs BnftRMADE fiVPPORT ANGLE (9 -GL serr fiM HEX Bair rr (2f FIAT 8 STEEL E K EX MUT ITYPJ ATTACHMENTDETAIL"9" TO STABIUM BASE MP) Au Lem 2" CLAS *2" TO 6" C OR C MIN MIN MIN MINIMIN 2" CLASS 'B' I� 6.5' MIN. -I 2" DEPTH OF GRIND OR SAWCUT AND REMOVE 6.5' MIN. TMIN 12.5' 1'1'INI MIN I MIN MIN CRUSHED ROCK, FLOWABLE FILL J OR AS REQUIRED BY ENGINEER * FOR MINIMUM STANDARDS, SEE DWG# HR -05, SP PAGE H032 NOTES 1. All fisrenen may be zinc plated, gafvaihllxd or stainless steel. Al sleet angle, and tubular steel Shall be ha Walled• high Carbon steel, Pei a galvan¢ed. 2. ImIalf one lighbveighi Type A LowwInlaneify fleshing warning D Yax,E light On Iha kef5c side M ale berrlceda. lrhstall two Type A 8,9:Fn140 Low-Intanal real wammg lights per banirade when -TYPE-13 MTE M the barricades am used to close a roadway. Attach khe light to the bamcade according to the light markufach mre mournmardadons cr use the deWla shorn on Pae plan. 3. Stripes w barricade rads shall be shematng orange and while falrorefiek]ive atrgf0a (Sloping downward at as angle 01 45 Cal In the dansaon traffic is to pass). f-t1'x 11lZx r t I Xx 7 Ir 4. The Type 3 baftCade design spam W thus plan meats the EMU ANGLE Crash lest requirements of NCHRP 350. Alternate d6slgnc maybe approved if they conform to the NCHRP 350 Crash test c lia s-Xx A I E , for. I I X MillA1IgLE 5 VM,en a sign is mounted on the barrir�da. 4 Shall he securely boned fa at least ,FUD plywood panels. The Top of the sign shat) not be higher than the lop panel at tre barricade 6. AWhen sandbags are used in Nesting weather, urea fertili2ar shall be X Ksx r fuel SOM mixed with the sand in a quanMy to in a snl the Sand from heexing. SIEEL -%V FRONT of BARRICADE Xxrxr rueuLAR srEEL ANkRE " CN Tce aF DOLT (O se•-,exs STEEL HEX BOLT iAFIJ,T WASHERS (1) -16ME2 0 Z�C NUT 41,, DETAIL'1C" 98 *elf STr.Ta� ��w� SSJ OVAL $T(6 fxPkRES uar 5,2003 TYPE 3 BARRICADE STANDARD PLAN H-2 SHEET t OF 2 511EV5 ADOPTED CITY OF RENTON -��- f • STANDARD PLANS LAST DATE: 05129/2002 SP PAGE H0118 TYPE 3 BARRICADE OF CURB OR ;ENTER LINE OR .ANE LINE S* D SURFACING TOP COURSE TYPICAL TRANSVERSE PATCH FOR FLEXIBLE PAVEMENT ADOPTED -•!��� CITY OF RENTON 4 .. - ■■- STANDARD PIANS LSIT DATE: 02/05 DWG. NAME: H032-1 SP PAGE: H032.1 A PORTION OF SECTION 10, TOWNSHIP 23 N., RANGE 05 Es, W.M. REMOVE LOOSENED ASPHALT 3/4"DIA. X 12" LONG DOWEL ER BAR 0 18" ON CENT = 6" EXISTING RIGID BASE• MIN. 12" MIN. COMPACTED TRENCH BACKFILL AS DIRECTED BY THE ENGINEER USEAW TRAAFIC LANE 7 IAEA CI-OSER TO TRAFEIa MIR rrPE 5L IVrRRIr.AOE STRIPES ON THE BARRICADES SHALL SLOPE DOWNWARD W THE DIRECTION TRAFFIC I$ TO PASS AREA C40NEa TO TRAFFr II r UBGABLE TRAFFIC LANE i- Mal 11.11 TYPE 1 R BARFK.ME STRIPES ON THE BARRICADES SHALL SLOPE DOWNWARD IN THE DIRECTION TRAFFIC IS TO PASS ASPHALT CONCRETE OVERLAY 2" MIN. CEMENT ZTRIM CONCRETE VERTICALLY SAW CUT SHALL BE VERTICAL AND IN STRAIGHT LINES AS DIRECTED BY THE ENGINEER EXISTING CONCRETE PAVEMENT EPDXY COATED DOWEL BARS 6" MIN. ON ALL FOUR SIDES 12" COMPACTED CRUSHED SURFACING TOP COURSE. CUT AND PANEL REPLACEMENT DETERMINATION: FULL CEMENT CONCRETE PANEL REPLACEMENT: FOR CEMENT CONCRETE SURFACE STREETS, THE MINIMUM RESTORATION SHALL BE FULL PANEL REPLACEMENT, IF ONE OR MORE OF THE FOLLOWING CONDITIONS EXIST: Less than ten (10) yrs old Ten (10) yrs or older Additional NOTES Requirements (A CURB RAMP WIDTH 4' - O' MIN. LANDING TO MATCH ( A \ without Bus Route No Y CURB RAMP WIDTH SEE CONTRACT PIANS Y CURB RAMP WIDTH 4'- 0 MIN. 1. At marked Crosswalks, the Connection between the Cud) romp and the road - Route FIELDBOOK: NA LANDING LANDING E MATCH CURB RAMP I WIDTH -SEE CONTRACT PLANS We, must be contained within the width of the crosswalk markings. Y Yes Plus one panel beyond I GRADE BREAK 1 2. Where "GRADE BREAK" is called out, the entire length of the grade break LANDING Yes CURB RAMP GRADE BREAK between the two adjacent surface planes shall be flush. GRADE BREAK Yes SEE CONTRACT PLANS - CEMENT CONCRETE '- non-destructive testing) SEE CONTRACT PLANS - Principal, Minor, T MIN. 4SIDEWALK -SEE NOTE 5 Yes, If twenty-four (24) 3. Do not place Gratings, Junction Boxes, Access Covers, or other appurten- W - 0" MIN. square feet or more of all streets in CBD any panel needs to be antes on any part of the Curb Ramp or Landing, or in front Of the Curb and all bus route patched PROVIDE SMOOTH TRANSITION Ramp where it connects to the roadway. CEMENT CONCRETE TO SIDEWALK WIDTH7-0" I SIDEWALK- SEE NOTE 5 (TYP.) SEE CONTRACT PLANS - MIN. SEE CONTRACT 4. See Contract Plans for the curb design specified. See Standard Plan N - 0" MIN. PLANS -4' - D" MIN. * `WIDTH F-10.12 for Curb, Curb and Gutter, Depressed Curb and Gutter, and p(A� (ryp) 318" EXPANSION) BUFFER - MATCH Pedestrian Curb details. / I JOINT (TYP.) -SEE STANDARD PLAN F30.10 I Y, TO CURB RAMP DEPTH (TYP.) 5. See Standard Plan F-30.10 for Cement Concrete Sidewalk Details. See 318" EXPANSION JOINT (EXP.) - SEE I I CURB RAMP 1 Contract Plans for width and placement of sidewalk. STANDARD PLAN Fa.10 GRADE6. BREAK TO SIDEWALK BUFFER. 1 F v N The Bid Item "Cement Concrete Curb Ramp Type _" does not include the GRADE BREAK PRESENT, ORSITION RACK OF CURB (TYP.) 's adjacent Curb, Curb and Gutter, Depressed Curb and Gutter, Pedestrian :::;; :N SEE CONTRACT PLANS , 1t J, Curb, or Sidewalks. 7. The Curb Ramp length is not required to exceed 15 feet (unless shown CURB, OR CURB CURB, OR CURB CEMENT CONCRETE otherwise in the Contract Plans). When applying the 15 -toot max. length, AND GUTTER - SEE NOTE 4 AND GUTTER - PEDESTRIAN CURB - the running slope of the Curb Ramp is allowed t0 exceed 8.3%. Use a DETECTABLE WARNING SURFACE - SEE NOTE 4 SEE NOTE 4 B I single constant slope from bottom of ramp to top of ramp to match into SEE STANPLAN F46.10 DETECTABLE WARNING SURFACE - the landing Over a horizontal distance Of 15 feet DO not include the FACE OF CURB FACE OF CURB SEE STANDARD PLAN F36.10 abutting landing in the 15 -foot max. measurement. MEASURED PARALLEL DEPRESSED CURB AND GUTTER - DEPRESSED CURB AND GUTTER 6. Curb Ramps and Landings shall receive a broom finish. See Standard TO CURB (TIP.) CROSSWALK SEE NOTE 4 CROSSWALK Specifications 8.14. w9. Pedestrian Curb maybe omitted if the ground surface at the back of the D Curb Ramp and/or Landing will be at the same elevation as the Curb F 0 CONTRACTION JOINT (TYP.)- SEE STANDARD PLAN F30.10 Ramp or Landing and there will not be material to retain. FOR CURB RAMP LENGTHS GREATER THAN S - 0" PROVIDE PLAN VIEW CONTRACTION JOINT EQUALLY SPACED 4'-O"MIN. OC. PLAN VIEW m TYPE PERPENDICULAR A TYPE PERPENDICULAR B LEGEND DETECTABLE WARNING SURFACE - (SHOWN WITH BUFFER) SEE STANDARD PLAN F4LID - SLOPE IN EITHER DIRECTION 4'-G'MIN. 15'-0"MAX. (TYP.) GRADE BREAK 1.5 OR FLATTER * SLOPE TREATMENT - SEE STANDARD PLAN F30.10 SEE CONTRACT PLANS SEE NOTE 7 * GRADE BREAK COUNTER SLOPE - 5.0%MAX. DESIGNIFORMWORK(2%MAX.)DFOR 7.5% OR FLATTER RECOMMENDED FOR * * DESIOWFORMWORK (8.3% MAX.) - $moi TOP OF ROADWAY * * * 9.5% OR FLATTER RECOMMENDED FOR DESIGNIFORMWORK(10%MAX.) T. l\\ WAS& t LANDING CURB RAMP - .i6o0! DEPRESSED CURB AND GUTTER - $EE STANDARD PLAN F-10.12 SECTION OA - 7A� CEMENT CONCRETE CURB RAMP "TYPE CEMENT CONCRETE CURB RAMP "TYPE 28680 A� eQf CEMENT CONCRETE STRIAN culla - PERPENDICULAR "A" PAY LIMIT- SEE NOTE 6 PERPENDICULAR "B" PAY LIMIT- SEE NOTE 8 ST81`9' ♦� '►970NAL SEE NOTE 44 g�0 DETECTABLE WARNING SURFACE- SEE STANDARD PLAN F40.10 - '% Zeller, S"d .. - / lm 242016'1:20 AM _ PERPENDICULAR CURB RAMP 3' R. TYP. DEPRESSED CURB AND GUTTER SEE NOTE STANDARD PLAN F-40.15-03 SHEET 1 OF 1 SHEET CEMENT CONCRETE CURB AND GUTTER - SEE NOTE 4 FOR PUBLICATION lAPPROVED eava� � kmpme; reR 1-.'•7••'r^' 61.- m 2920162:29PMISOMETRIC ISOMETRICVIEW ISOMETRIC VIEWAm CURB RADIUS DETAIL O TYPE PERPENDICULAR A PAY LIMIT TYPE PERPENDICULAR wPdlhaBhen Anne DaPP6hhxM MTm,vp°rld,°" B PAY LIMIT WWII A PORTION OF SECTION 10, TOWNSHIP 23 N., RANGE 05 Es, W.M. REMOVE LOOSENED ASPHALT 3/4"DIA. X 12" LONG DOWEL ER BAR 0 18" ON CENT = 6" EXISTING RIGID BASE• MIN. 12" MIN. COMPACTED TRENCH BACKFILL AS DIRECTED BY THE ENGINEER USEAW TRAAFIC LANE 7 IAEA CI-OSER TO TRAFEIa MIR rrPE 5L IVrRRIr.AOE STRIPES ON THE BARRICADES SHALL SLOPE DOWNWARD W THE DIRECTION TRAFFIC I$ TO PASS AREA C40NEa TO TRAFFr II r UBGABLE TRAFFIC LANE i- Mal 11.11 TYPE 1 R BARFK.ME STRIPES ON THE BARRICADES SHALL SLOPE DOWNWARD IN THE DIRECTION TRAFFIC IS TO PASS ASPHALT CONCRETE OVERLAY 2" MIN. CEMENT ZTRIM CONCRETE VERTICALLY SAW CUT SHALL BE VERTICAL AND IN STRAIGHT LINES AS DIRECTED BY THE ENGINEER EXISTING CONCRETE PAVEMENT EPDXY COATED DOWEL BARS 6" MIN. ON ALL FOUR SIDES 12" COMPACTED CRUSHED SURFACING TOP COURSE. CUT AND PANEL REPLACEMENT DETERMINATION: FULL CEMENT CONCRETE PANEL REPLACEMENT: FOR CEMENT CONCRETE SURFACE STREETS, THE MINIMUM RESTORATION SHALL BE FULL PANEL REPLACEMENT, IF ONE OR MORE OF THE FOLLOWING CONDITIONS EXIST: *CDF BACKFILL MAY BE USED IN LIEU OF RESTORING EXISTING RIGID BASE AT THE DISCRETION OF THE ENGINEER. TYPICAL PATCH FOR RIGID PAVEMENT PAVEMENT PATCHING AND RESTORATION DETAIL ADOPTED CITY OF RENTON ♦ 1 STANDARD PLANS LST DATE:04/04 DATE I REVISION BY PPR'D DWG. NAME: H033 SP PAGE: H033 0,777/. FAir Ar ,. % � - F 7777. 1 I 1 1 T 1YPE 7 R SAARH;aLDE TYPE 3 L rlaomr �,uT � �Bf*dCf Y7ARy00�2�� ROAD CLOSURE AT OTHER LOCATIONS 4, ONAL 6e,' EXPRES AUT 5.2063 TYPE 3 BARRICADE STANDARD PLAN N-2 all OF 2 SHEETS _ ADOPTED CITY OF RENTON 4t i1 � STANDARD PLANS LAST DATE: 05/29/2002 N �L SP PAGE H41 S.1 BAND OR MOUNTING ON EXISTING METAL rOLE OR LUMINAIRE z4" MIN. 7 EDGE OF ;ALVANIZED BOLT WITH GALVANIZED WASHERS, NOTES 1. DIMENSIONS FOR THE PARTS USED TO ASSEMBLE THE BASE CONNECTIONS ARE INTENTIONALLY NOT SHOWN, BASE CONNECTIONS ARE PATENTED, MANUFACTURED PRODUCTS THAT ARE 1N COMPLIANCE W)TH NCHRP 350 CRASH TEST CRITERIA. THE BASE CONNECTION DETAILS ARE SHOWN ON THIS PLAN ONLY TO ILLUSTRATE HOW THE PARTS ARE ASSEMBLED. 2.. A 2" (IN) POST WITH A 2 1/4" (IN) PSST ANCHOR OR A 2 1/4" (IN) POST WITH A 2 1/2" (IN) PSST ANCHOR MAY BE SUBSTITUTED. SEE CONTRACT PLANS. 3. PERFORATED SQUARE STEEL POST SHALL MEET THE REQUIREMENTS OF WSDOT STANDARD SPECIFICATION 9-06- 4, USE ONLY BASE CONNECTION MANUFACTURER SUPPLIED HARDWARE fttAT MEETS THE REQUIREMENTS OF WSDOT STANDARD SPECIFICATIONS 9-06 AND 9-28. EDGE OF TRAVELER ROADWAY 90 30'�-y FOR REFLECTORIZED SIGNS! MOUNT FACING Y(degree) OUTWARD IF SIGN IS WITHIN 30 FEET OF ROADWAY SIGN FACE ORIENTATION SIGN POST 4. - s LINE a LOWER SIGN ��5�15' IN CORNER BOLT ❑ POST SUPPORT c[rrK[ 31A' �IN) FLANGED SHOULDER BOLT WITH NUT AND WASHERS - 2�REQUIRED _ (TYP.) r FOR 5 CN POST TYPE ST -4 SIGN SUPPORT f LOWER SIGN POST SUPPORT - 2.25" (IN), 7 -GAGE, HOT -DIP GALV., INM. . HEAVY-DUTY ANCHOR A COMMERCIAL CONCRETE MOUNTING ON METAL POST SIGN MOUNTING ON SINGLE STD. PLAN- 129 PUBLIC WORKS METAL POST APPROVED: �6 i� DEPARTMENT (ADOPTED) (rte �� rV ATC NOTES 1. The Detectable Warning Surface (DWS) shall extend Ole full width of the am ramp, DELECTABLE WMNING B - C NLN. NAx landing, or other roadway entrance as applicable. Exception: If the Manufacturer of CURB MMP, IANMNG, CUT- SS. URFACE (DWS) - the DWS requires a Concrete border around the DWS, a wmance of up to 2 inches NOTE 9 �� A 1.s0• 240' TXRWGH OR NwuwakY on each side of the DWS Is pertnittetl. 2. The Detectable Warning Surface (DWS) shall be placed at the back of Curb, with the A e p C GAIT asp• two leading comers of the DWS panel placed adjacent to the back of the Curb, and with no mare than a 2 inch9aP between the DWS and the beck of the curb measured D QX IMI' SACKOFcum - T -11` MIN. - atthe center of the DWS nal. the Don: If the Manufacturer 2 the selected hDWS e TRUNCATED DOME E 0.2• OT SEE NOTE 2 MP, qP ALLP SECTION A APPLICADONS requires a cencrelB��er around meesureDWS, a vena comers 02 inches ane). TauxcAreD noxa 9PAclxp 0 back of the Curb is permitted d at the leading f the DWS SEE NOTE 3 SEE STANDARD SPECIFICATIONS 3. The, rOWB of truncated domes Shall be aligned to be pwperrc ler to the glade FOR COLOR OF SURFACE break at the back Of Curb. 4. The rows of truncated domes shall be aligned to be parallel to the direction of travel. TRUNCATED DOME DETAILS cuae MPS MATCH TO WIDTH OF CURB RAMP UNOING, CUT -THROUGH OR 5. If am and gutter are not present, such as a shared -use path Connection, the I wnukwAr Detectable Warning Surface shall be placed at the pavement edge. d m DETECTABLE WARNING SURFACE DETAIL 6. See Standard Plane ,br sidewalk and curb ramp details. LANDING OFFSET CURB RAMP SEE NOTE a 7. If a Curb ramp h cramp a, the thin t e of the Detectable roaming Surface must be at H,� the bottom of the ramp end within the required distance from Me reit. WDTH OF `Y ? wnukwAr ALKwAr J 8. When the grade break between the Curb ramp and the landing is Mea than or equal to Ti WALKWAY I WDT11 of cuT- 5 t. from the back of Curb at all points, place the Detectable Warning Surface on the W THROUGH (TYPJ bottom of the cum ramp directly above the grade break. r DETECTABLE WARNING SURFACE (DWS)- OF S SEE NOTE 4 CURB RAMP H P) BACK OF CURB SINGLE DIRECTION CURB RAMP FLARE h h FLARE z -o` 2-c M (GRADE BREAK BETWEEN CURB AND MIN. S$ LANDING s 5 FT. FROM BACK OF CURB) S (SEE NOIEe OEIECTMIE VW WING DETECTABLE WMNING _ LANDING BACK EENOTE OFCURS- SURFACE (Owe)- SURFACE(TYP.)- DIRECTION OF SEE NOTE 2 SEE NOTE 3 SEE NOTES TMVELWDTX OF CURB MMP RACK OF CURB RAMP p SACK OF CURB - SEE NOTE TE2 2 PERPENDICULAR CURB RAMP SEE NOTE 2 WALKWAY WOT11 OF _ NNLKWAY (IEE NOTE s) r -X MIN. ISLAND CUT -THROUGH - WDTX OF CURB MMP, pETEOTABLE WMNING UNDIM.OR WALKWAY �RFP4�(TYP)" SURFACE WMNING SEE NOTES ct TMs„ " •• SURFACE WNRt1INSEE NOTES ••• •••• - }N.• BACK OF CURB -SACK OF CURB - SEE NOTE 2 z SEE NOTE 2 MEDIAN CUT -THROUGH SINGLE DIRECTION CURB RAMP CTABLE b z h DELEWARNIND b fi� WOTH OF SHMED- 01 b (GRADE BREpK BEIYJEFN CURB AND BURFANE(DwS) USE PATH OR �A dap° 660 a� LANDING > S FT. FROM BOCK OF CURB) SEE NOTES 4 a) NUU(WAY (IYP.)7 6J 1571 G� (SEE NOTE SI SFONAL 6� CURB MMP CURB MLP r> m WpIxWAY UWDING WALKWAYIe•� CNN OF CUT -THROUGH LSE Id 12M1a0.29Pa wALxwpr DETECTABLE WARNING .96 ROUNDABOUT SPLITTER SURFACE ISLAND PAVEMENr SHOULDER av1 FDoF STANDARD PLAN F-45.10-02 mm SHEET10F1 SHEET DELECTABLEWARNING DETECTABLE YNRNING MPROVED FOR PUBIJ 1014 BACKOFWT SURFACE(UNS) - SEE NOTES IIt••::Illll PMH OR SURFACE (OPS)- A.0 e SEE NDTE 2 wim OF YMLKNNY SEE NOTE316 5 Ts _ MDINa PARALLEL CURB MMP PEDESTRIAN RAILROAD CROSSING PLACEMENT GUIDELINES SHARED -USE PATH CONNECTIONw"N+N6"�ax. P.F.,x.."•r*-a-N" 6EE NOTE n Less than ten (10) yrs old Ten (10) yrs or older Additional Requirements Local Access Nunn without Bus Route No No Local Access with Bus Yes Yes Route FIELDBOOK: NA PAGE: NA Intersection (All Yes Yes Plus one panel beyond Streets SHEET:11 oF:19 the curb return 40% Removal Yes Yes Excellent Condition (based on visual and/or Yes Yes non-destructive testing) Principal, Minor, Yes, If twenty-four (24) Yes, If twenty-four (24) Collector Arterial and square feet or more of square feet or more of all streets in CBD any panel needs to be any panel needs to be and all bus route patched patched *CDF BACKFILL MAY BE USED IN LIEU OF RESTORING EXISTING RIGID BASE AT THE DISCRETION OF THE ENGINEER. TYPICAL PATCH FOR RIGID PAVEMENT PAVEMENT PATCHING AND RESTORATION DETAIL ADOPTED CITY OF RENTON ♦ 1 STANDARD PLANS LST DATE:04/04 DATE I REVISION BY PPR'D DWG. NAME: H033 SP PAGE: H033 0,777/. FAir Ar ,. % � - F 7777. 1 I 1 1 T 1YPE 7 R SAARH;aLDE TYPE 3 L rlaomr �,uT � �Bf*dCf Y7ARy00�2�� ROAD CLOSURE AT OTHER LOCATIONS 4, ONAL 6e,' EXPRES AUT 5.2063 TYPE 3 BARRICADE STANDARD PLAN N-2 all OF 2 SHEETS _ ADOPTED CITY OF RENTON 4t i1 � STANDARD PLANS LAST DATE: 05/29/2002 N �L SP PAGE H41 S.1 BAND OR MOUNTING ON EXISTING METAL rOLE OR LUMINAIRE z4" MIN. 7 EDGE OF ;ALVANIZED BOLT WITH GALVANIZED WASHERS, NOTES 1. DIMENSIONS FOR THE PARTS USED TO ASSEMBLE THE BASE CONNECTIONS ARE INTENTIONALLY NOT SHOWN, BASE CONNECTIONS ARE PATENTED, MANUFACTURED PRODUCTS THAT ARE 1N COMPLIANCE W)TH NCHRP 350 CRASH TEST CRITERIA. THE BASE CONNECTION DETAILS ARE SHOWN ON THIS PLAN ONLY TO ILLUSTRATE HOW THE PARTS ARE ASSEMBLED. 2.. A 2" (IN) POST WITH A 2 1/4" (IN) PSST ANCHOR OR A 2 1/4" (IN) POST WITH A 2 1/2" (IN) PSST ANCHOR MAY BE SUBSTITUTED. SEE CONTRACT PLANS. 3. PERFORATED SQUARE STEEL POST SHALL MEET THE REQUIREMENTS OF WSDOT STANDARD SPECIFICATION 9-06- 4, USE ONLY BASE CONNECTION MANUFACTURER SUPPLIED HARDWARE fttAT MEETS THE REQUIREMENTS OF WSDOT STANDARD SPECIFICATIONS 9-06 AND 9-28. EDGE OF TRAVELER ROADWAY 90 30'�-y FOR REFLECTORIZED SIGNS! MOUNT FACING Y(degree) OUTWARD IF SIGN IS WITHIN 30 FEET OF ROADWAY SIGN FACE ORIENTATION SIGN POST 4. - s LINE a LOWER SIGN ��5�15' IN CORNER BOLT ❑ POST SUPPORT c[rrK[ 31A' �IN) FLANGED SHOULDER BOLT WITH NUT AND WASHERS - 2�REQUIRED _ (TYP.) r FOR 5 CN POST TYPE ST -4 SIGN SUPPORT f LOWER SIGN POST SUPPORT - 2.25" (IN), 7 -GAGE, HOT -DIP GALV., INM. . HEAVY-DUTY ANCHOR A COMMERCIAL CONCRETE MOUNTING ON METAL POST SIGN MOUNTING ON SINGLE STD. PLAN- 129 PUBLIC WORKS METAL POST APPROVED: �6 i� DEPARTMENT (ADOPTED) (rte �� rV ATC NOTES 1. The Detectable Warning Surface (DWS) shall extend Ole full width of the am ramp, DELECTABLE WMNING B - C NLN. NAx landing, or other roadway entrance as applicable. Exception: If the Manufacturer of CURB MMP, IANMNG, CUT- SS. URFACE (DWS) - the DWS requires a Concrete border around the DWS, a wmance of up to 2 inches NOTE 9 �� A 1.s0• 240' TXRWGH OR NwuwakY on each side of the DWS Is pertnittetl. 2. The Detectable Warning Surface (DWS) shall be placed at the back of Curb, with the A e p C GAIT asp• two leading comers of the DWS panel placed adjacent to the back of the Curb, and with no mare than a 2 inch9aP between the DWS and the beck of the curb measured D QX IMI' SACKOFcum - T -11` MIN. - atthe center of the DWS nal. the Don: If the Manufacturer 2 the selected hDWS e TRUNCATED DOME E 0.2• OT SEE NOTE 2 MP, qP ALLP SECTION A APPLICADONS requires a cencrelB��er around meesureDWS, a vena comers 02 inches ane). TauxcAreD noxa 9PAclxp 0 back of the Curb is permitted d at the leading f the DWS SEE NOTE 3 SEE STANDARD SPECIFICATIONS 3. The, rOWB of truncated domes Shall be aligned to be pwperrc ler to the glade FOR COLOR OF SURFACE break at the back Of Curb. 4. The rows of truncated domes shall be aligned to be parallel to the direction of travel. TRUNCATED DOME DETAILS cuae MPS MATCH TO WIDTH OF CURB RAMP UNOING, CUT -THROUGH OR 5. If am and gutter are not present, such as a shared -use path Connection, the I wnukwAr Detectable Warning Surface shall be placed at the pavement edge. d m DETECTABLE WARNING SURFACE DETAIL 6. See Standard Plane ,br sidewalk and curb ramp details. LANDING OFFSET CURB RAMP SEE NOTE a 7. If a Curb ramp h cramp a, the thin t e of the Detectable roaming Surface must be at H,� the bottom of the ramp end within the required distance from Me reit. WDTH OF `Y ? wnukwAr ALKwAr J 8. When the grade break between the Curb ramp and the landing is Mea than or equal to Ti WALKWAY I WDT11 of cuT- 5 t. from the back of Curb at all points, place the Detectable Warning Surface on the W THROUGH (TYPJ bottom of the cum ramp directly above the grade break. r DETECTABLE WARNING SURFACE (DWS)- OF S SEE NOTE 4 CURB RAMP H P) BACK OF CURB SINGLE DIRECTION CURB RAMP FLARE h h FLARE z -o` 2-c M (GRADE BREAK BETWEEN CURB AND MIN. S$ LANDING s 5 FT. FROM BACK OF CURB) S (SEE NOIEe OEIECTMIE VW WING DETECTABLE WMNING _ LANDING BACK EENOTE OFCURS- SURFACE (Owe)- SURFACE(TYP.)- DIRECTION OF SEE NOTE 2 SEE NOTE 3 SEE NOTES TMVELWDTX OF CURB MMP RACK OF CURB RAMP p SACK OF CURB - SEE NOTE TE2 2 PERPENDICULAR CURB RAMP SEE NOTE 2 WALKWAY WOT11 OF _ NNLKWAY (IEE NOTE s) r -X MIN. ISLAND CUT -THROUGH - WDTX OF CURB MMP, pETEOTABLE WMNING UNDIM.OR WALKWAY �RFP4�(TYP)" SURFACE WMNING SEE NOTES ct TMs„ " •• SURFACE WNRt1INSEE NOTES ••• •••• - }N.• BACK OF CURB -SACK OF CURB - SEE NOTE 2 z SEE NOTE 2 MEDIAN CUT -THROUGH SINGLE DIRECTION CURB RAMP CTABLE b z h DELEWARNIND b fi� WOTH OF SHMED- 01 b (GRADE BREpK BEIYJEFN CURB AND BURFANE(DwS) USE PATH OR �A dap° 660 a� LANDING > S FT. FROM BOCK OF CURB) SEE NOTES 4 a) NUU(WAY (IYP.)7 6J 1571 G� (SEE NOTE SI SFONAL 6� CURB MMP CURB MLP r> m WpIxWAY UWDING WALKWAYIe•� CNN OF CUT -THROUGH LSE Id 12M1a0.29Pa wALxwpr DETECTABLE WARNING .96 ROUNDABOUT SPLITTER SURFACE ISLAND PAVEMENr SHOULDER av1 FDoF STANDARD PLAN F-45.10-02 mm SHEET10F1 SHEET DELECTABLEWARNING DETECTABLE YNRNING MPROVED FOR PUBIJ 1014 BACKOFWT SURFACE(UNS) - SEE NOTES IIt••::Illll PMH OR SURFACE (OPS)- A.0 e SEE NDTE 2 wim OF YMLKNNY SEE NOTE316 5 Ts _ MDINa PARALLEL CURB MMP PEDESTRIAN RAILROAD CROSSING PLACEMENT GUIDELINES SHARED -USE PATH CONNECTIONw"N+N6"�ax. 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R -9i fE. pa-mmf WRIKI ' ivy BA ;; STIMIU F IM -WAN BLUE RE#iMT(w 1 I n . -:SFJ' •�� �. =. .•. �_._, ii Oz=, BLrOHW I- I _I W TM Wl-I P7 WIX L9D_C DM-" '8`i SAW M --W- K_ 9 M) ,9AWWAtC�5099 RVXXWT SEAT J+# �`t;#? tY1LiE U41 )1?i S IAS! 6 X11 IS6ku IL6N 'T0' ETI LxaR m :`Sim SNCRTt {Np_ F ' ` bf$� ftK 0PT ytA (cr,AcE_lg - ,_' At A`LM ARC0 `VDI AND ;S Oa [F>fiAS/ET" 1JE};!EIL Allam. 1512DWFIS fS` FtAI�IUS , IAJ 3 RADIUS. -- k W_ WAS - - _ �djiCR! fi ts 6' CONGIiFafEl PAD' ( I ,",571-7-11 � r -gin^-� .�x`TA�7•°�:�•�s�', rTa45r'. A A' II LL, HINDRANT LDCATION! IN, QUIT OR Ful_UL F� WaIRKS r- 4,' 2'-7"MAA. M1nJ, 5'_V' CLEAP MCM - -I MOUNT ON MDC5TAL PROVIDED W ITN N.D.C. B.U. UWIT" I T-____PLAPIT1W 7121ISG WlM O TO VAalABL F- AtJCIl[ Q 50L -T FATTEau PER M.D.3Ie" x FULL DEPT14 x FULL DEPTI� C-1.0 PEaE15TAu C@ �cPAfJ51DAi J(�IIJT TEM PLATE . exI7A�IsION sol Krr 9 . w FPDMT MEW �IUTr~5 I, INt5rALLATION OF N.D.C'5.U. INCLUOIhG C0H5T9UTI0N GF DOE WILL fit PVNS by U,5. SO5TAL 5EMCE . SURVEYED: SCALE: BEYLER CONSULT. DESIGNED: NTS DTY/KRD DRAWN: DTY/KRD ONE INCH CHECKED: AT FULL SCALE DRB IF NOT ONE INCH NO REVISION BY DATE AP P R APPROVED: SCALE ACCORDINGLY DRB WAL fL • 1 tti . ..I � . 51DE VIEW ti 1�NbcRu000 DELIVERY 6tIQ COLLECTI0M 5OX UNIT VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/1991 DATU M U.S.P.O. Neighborhood Delivery and Calledion Bax Unit (Mailbox) Installation ADO-PTED Cl OF RENTON t z • STANDARD PLANS LST DATE-.1"Aug-87 DWG NAME: HR -06 SP PAGE: H026 4/25/18 c BEYLER CONSULTING CONTACT phone: 253-301-4157 OFFICE fax: 253-336-3950 5920 100TH ST SW, STE 25 beylerconsulting.com Lakewood, WA 98499 R-39241 1 IN COMPLIANCE WITH CITY OF RENTON STANDARDS DEVELOPMENT ENGINEERING D N T C) C) T J (Fitz -James 04/30/2018 ~ CITY OF BOUN SHORT PLAT ,Ri RENTON CONSTRUCTION PLANS LUA16-000124, SHPL-A, U16-006297 Planning/Building/Public Works Dept. GRADING/PAVING/STORMWATER COR STANDARD DETAILS J I- Nunn O DATE: NUNN = IFIL 0ff4N0Ttt'naS INATIM&L F5TANIDAW THR 4155 A"'PUMPER: 9g:fflow9ft rk1 �� ��I-� 1R���.a�.`.s �U�� � �ARZ dKfS-A�ifQ�(If1RE�AD �.� 6TORZ3 AT7Ai ,Si�fif� fh'4iFi 1 .8'i" f"14i Ifi1L�5�!��-",)',i�tv�Wf"' F�NIfTA�v'6��J,�:(FPI317f,�ING if�T�. f:Aliir�8'FJ_3iA�7��f(3�?5b� � T�'F��'IiGIC'P4tG ��g��ETfi''� ?r1R a =,?8Ii1LPED' t�dUA.I" P:UMP� fF�ONN£G466N'�'fF,rtFtCBTiBWAY! �I,2;.P1� DREU FED BY RENTfS#-T ETRE DZP7JUIil FIRT ITYMANT E&TENSM M iS R0lIMM l Tp RE"i [ES I B 9k �EHFF}O IBACK OF _ 2 S(91 FiTIK 7RAT'rIS ArDaliCITNT TH -- 4mf IR `r� 'MR2 TWD 1'1 ZF GA57 U1 MT VALVE � WITH LUG TYPE UVVT_R � • Mi , D ' - lir GO STAN6ARd $' y � yVVfH REGIA R [aA5� =ON Ll Ta FIT `RADE+ NUT'EX7€NSiON' 10 HM I__. R -9i fE. pa-mmf WRIKI ' ivy BA ;; STIMIU F IM -WAN BLUE RE#iMT(w 1 I n . -:SFJ' •�� �. =. .•. �_._, ii Oz=, BLrOHW I- I _I W TM Wl-I P7 WIX L9D_C DM-" '8`i SAW M --W- K_ 9 M) ,9AWWAtC�5099 RVXXWT SEAT J+# �`t;#? tY1LiE U41 )1?i S IAS! 6 X11 IS6ku IL6N 'T0' ETI LxaR m :`Sim SNCRTt {Np_ F ' ` bf$� ftK 0PT ytA (cr,AcE_lg - ,_' At A`LM ARC0 `VDI AND ;S Oa [F>fiAS/ET" 1JE};!EIL Allam. 1512DWFIS fS` FtAI�IUS , IAJ 3 RADIUS. -- k W_ WAS - - _ �djiCR! fi ts 6' CONGIiFafEl PAD' ( I ,",571-7-11 � r -gin^-� .�x`TA�7•°�:�•�s�', rTa45r'. A A' II LL, HINDRANT LDCATION! IN, QUIT OR Ful_UL F� WaIRKS r- 4,' 2'-7"MAA. M1nJ, 5'_V' CLEAP MCM - -I MOUNT ON MDC5TAL PROVIDED W ITN N.D.C. B.U. UWIT" I T-____PLAPIT1W 7121ISG WlM O TO VAalABL F- AtJCIl[ Q 50L -T FATTEau PER M.D.3Ie" x FULL DEPT14 x FULL DEPTI� C-1.0 PEaE15TAu C@ �cPAfJ51DAi J(�IIJT TEM PLATE . exI7A�IsION sol Krr 9 . w FPDMT MEW �IUTr~5 I, INt5rALLATION OF N.D.C'5.U. INCLUOIhG C0H5T9UTI0N GF DOE WILL fit PVNS by U,5. SO5TAL 5EMCE . SURVEYED: SCALE: BEYLER CONSULT. DESIGNED: NTS DTY/KRD DRAWN: DTY/KRD ONE INCH CHECKED: AT FULL SCALE DRB IF NOT ONE INCH NO REVISION BY DATE AP P R APPROVED: SCALE ACCORDINGLY DRB WAL fL • 1 tti . ..I � . 51DE VIEW ti 1�NbcRu000 DELIVERY 6tIQ COLLECTI0M 5OX UNIT VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/1991 DATU M U.S.P.O. Neighborhood Delivery and Calledion Bax Unit (Mailbox) Installation ADO-PTED Cl OF RENTON t z • STANDARD PLANS LST DATE-.1"Aug-87 DWG NAME: HR -06 SP PAGE: H026 4/25/18 c BEYLER CONSULTING CONTACT phone: 253-301-4157 OFFICE fax: 253-336-3950 5920 100TH ST SW, STE 25 beylerconsulting.com Lakewood, WA 98499 R-39241 1 IN COMPLIANCE WITH CITY OF RENTON STANDARDS DEVELOPMENT ENGINEERING D N T C) C) T J (Fitz -James 04/30/2018 ~ CITY OF BOUN SHORT PLAT ,Ri RENTON CONSTRUCTION PLANS LUA16-000124, SHPL-A, U16-006297 Planning/Building/Public Works Dept. GRADING/PAVING/STORMWATER COR STANDARD DETAILS J I- O DATE: 12/14/2017 = FIELDBOOK: NA PAGE: NA Z D DRAWING NO: C11 m SHEET:11 oF:19 N O' CY) I 0 LLI ~ I �/ E If I I� I I I ��li���tis. 6 fll-t trees � I � LOCATION TREE DESCRIPTION VIABLE VISIBLE DEFECTS SAVEIREMOVE 1 PRIVATE ACCESS FIR 20in trees YES r REMOVE O I FIR 16in I U NA Z 3 � I I O YES m I I 4 RIGHT OF WAY FIR 30in \I � YES I\ REMOVE \ _n RIGHT OF WAY FIR 28in PYRUS CALLERYANA'CHANTICLEER' / YES PROPO ED TREE #4 30" FIR 1� II TREE #5 I 28" FIR II �� II .I n 1 I I i i � o TREE RETENTION TABLE ��li���tis. 6 fll-t trees POINT # LOCATION TREE DESCRIPTION VIABLE VISIBLE DEFECTS SAVEIREMOVE 1 PRIVATE ACCESS FIR 20in trees YES NA REMOVE 2 LOT 4 FIR 16in 0 YES NA REMOVE 3 PRIVATE ACCESS FIR 12in YES NA REMOVE 4 RIGHT OF WAY FIR 30in 7. Multiply line 6 by 12" for number of required replacement inches: 7 YES NA REMOVE 5 RIGHT OF WAY FIR 28in PYRUS CALLERYANA'CHANTICLEER' / YES NA REMOVE 6 LOT 4 FIR 6in YES NA REMOVE 7 RIGHT OF WAY ALDER 9in six feet (6) tall, shall be planted. See RMC 4.4.130.H.1.e.(ii) for prohibited types of replacement trees. YES NA REMOVE 4 081207 -. 7 TOTAL SURVEYED TREES 6" AND GREATER 0 DEAD TREES O ACER SP. 'BOWHALL' / TOTAL 0 DEFECT TREES 3 MAPLE 7 VIABLE TREES YARD TREE 10' WIDTH LANDSCAPE BUFFER SIGNIFICANT TREES LEGEND 1,1/ % CONIFER TO BE REMOVED DECIDUOUS TO BE REMOVED SOURCE OF SIGNIFICANT TREES FIELD SURVEYED BY: BEYLER CONSULTING JUNE, 2015 I I I I I I II � II I I� I III 10' WIDTH LANDSCAPE BUFFER I�V II� FFG I I / /FG III FIG I / I TREE #7 9" ALDER BB BB I I� 71. St E T LI HT / MG LOT 5 \ /MG 5,731 SF / / = \�pl� TRI�g #1 20 FR \ SIGN 5,718 SFI SIGN I - TREE #6 J ��li���tis. 6 fll-t trees .�\iql/ TREE #2 16" FIR N// IBO �1!I;\ CONDITION / N, QUANTITY V)� TREE # — 12" IR D �T /N BB% B LOQ 7 \ 16,553 �SFI E \ MAILBOXV) W ZZ J N S / / / PICNIC TABLE, MODEL TO BE DETERMINED BENCH, MODEL TO BE DETERMINED I I S i G PLANT SCHEDULE SYN a Print Form Reset Fp DE AND RTMECO OMICNT 0 COMMUNITY R��lt OF AND ECONOMIC DEVELOPMENT LLL...••• l^Jln Prt TREE RETENTION WORKSHEET Planning Division 1055 South Grady Way -Renton, WA 98057 Phone:425-430-7200 1 www.rentonwa.gov 1. Total number of trees over 6" diameter', or alder or cottonwood J SIZE trees 2. Deductions: Certain trees are excluded from the retention calculation- IBO BOTANICAL / COMMON NAME CONDITION SPACING QUANTITY Trees in proposed private access easements/tracts 1 TREES: Trees in critical areas3 and buffers 0 trees Total number of excluded trees: 5 trees CERIDIPHYLLUM JAPONICUM / 2" CAL. 30' O.C. 6 0 KATSURA B & B 0.1 in all commercial and industrial zones trees REPLACEMENT TREE over 8" in diameter that you are proposing5 to retain4: o trees 5ubtract line rom line 4 for trees to be replaced: QUANTITY TO BE ADJUSTED BASED ON (if line 6 is zero or less, stop here. No replacement trees are required) 1 trees 7. Multiply line 6 by 12" for number of required replacement inches: 7 inches DRIVEWAY LOCATIONS [Minimum 2" caliper trees required for replacement, otherwise enter 0] 2 inches per tree 9. Divide lure 7 by line S for number of replacement treess: PYRUS CALLERYANA'CHANTICLEER' / 2" CAL. B & B AS SHOWN 4 + FLOWERING PEAR landscape architect, or certified arborist, and approved by the City. ' Critical areas, such as wetlands, streams, floodplaIns and protected slopes, are defined in RMC 4-3-050. YARD TREE The City may require modification of the ttee retention plan to ensure retention of the maximum number of trees per RMC4-4-130H7a. ` When the required number of protected trees cannot be retained, replacement trees, with at least a two-inch (2"j caliper or an evergreen at least six feet (6) tall, shall be planted. See RMC 4.4.130.H.1.e.(ii) for prohibited types of replacement trees. BETULA JACQUEMONTII / 2" CAL. B & B AS SHOWN 4 081207 -. HIMALAYAN WHITE BIRCH YARD TREE O ACER SP. 'BOWHALL' / 2" CAL. B & B AS SHOWN 3 MAPLE YARD TREE ACER CIRCINATUM / 2" CAL. B & B AS SHOWN 6 VINE MAPLE YARD TREE SHRUBS: O NANDINA DOMESTICA'MOONBAY' / 18" HT AS SHOWN 18 NANDINA BB EUONYMUS ALATA'COMPACTA' / 18" HT AS SHOWN 9 DWARF BURNING BUSH MISCANTHUS SINENSIS / 18" HT AS SHOWN 6 MG MAIDEN GRASS -- LAVANDULA SP. 'HIDCOTE' / 18" HT AS SHOWN 9 ENGLISH LAVENDER Eg EUONYMUS SP. 'EMERALD N GOLD'/ 18" HT AS SHOWN 12 EUONYMUS FG PENNISETUM SP. 'HAMELN' / 18" HT AS SHOWN 9 FOUNTAIN GRASS GROUND COVER: 71 LAWN ARCTOSTAPHYLLOS UVA-URSI 1 GALLON 24" O.C. AS REQ'D 'MASSACHUSETTS'/ KINNIKINNIK Print Form Reset Fp DE AND RTMECO OMICNT 0 COMMUNITY R��lt OF AND ECONOMIC DEVELOPMENT LLL...••• l^Jln Prt TREE RETENTION WORKSHEET Planning Division 1055 South Grady Way -Renton, WA 98057 Phone:425-430-7200 1 www.rentonwa.gov 1. Total number of trees over 6" diameter', or alder or cottonwood J trees at least 8" in diameter on project site 7 trees 2. Deductions: Certain trees are excluded from the retention calculation- Trees that are dangerousz 0 trees Trees in proposed public streets ¢ trees Trees in proposed private access easements/tracts 1 trees Trees in critical areas3 and buffers 0 trees Total number of excluded trees: 5 trees 3. Subtract line 2 from line 1: 2 trees 4. Next, to determine the number of trees that must be retained4, multiply line 3 by: 0.3 in zones RC, R-1, R-4, R-6 or R -S SHEET: OF: 19 19 0.2 in all other residential zones 0.1 in all commercial and industrial zones trees 5. List the number of 6" in diameter, or alder or cottonwood trees over 8" in diameter that you are proposing5 to retain4: o trees 5ubtract line rom line 4 for trees to be replaced: (if line 6 is zero or less, stop here. No replacement trees are required) 1 trees 7. Multiply line 6 by 12" for number of required replacement inches: 7 inches 8. Proposed size of trees to meet additional planting requirement: [Minimum 2" caliper trees required for replacement, otherwise enter 0] 2 inches per tree 9. Divide lure 7 by line S for number of replacement treess: (If remainder is .5 or greater, round up to the next whole number) 3.5 or 4 trees Measured at 4.5' above grade. ' A tree certified, in a written report, as dead, terminally diseased, damaged, or otherwise dangerous to persons or property by a licensed landscape architect, or certified arborist, and approved by the City. ' Critical areas, such as wetlands, streams, floodplaIns and protected slopes, are defined in RMC 4-3-050. ° Count only those trees to be retained outside of critical areas and buffers. The City may require modification of the ttee retention plan to ensure retention of the maximum number of trees per RMC4-4-130H7a. ` When the required number of protected trees cannot be retained, replacement trees, with at least a two-inch (2"j caliper or an evergreen at least six feet (6) tall, shall be planted. See RMC 4.4.130.H.1.e.(ii) for prohibited types of replacement trees. t HACEDlWea\Forms-Terrmplatesl5elf-Help Handouts\PlannfnglTree Retention Works heet.d ou 081207 -. SCALE: 1"=20'-O" SURVEYED: SCALE: E BEYLER CONSULT. , l7 10 20 40 DESIGNED: 1 =20 EJW DRAWN: EJW ONE INCH CHECKED: AT FULL SCALE EJW IF NOT ONE INCH N 0. REVISION BY DATE A P P R APPROVED: SCALE ACCORDINGLY EJW VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/1991 DATUM CITY OF RENTOR • Planning/Building/Public Works Dept. REMARKS STAKE & GUY ONE GROWING SEASON; NURSERY GROWN FOR STREET TREE USE, BRANCHED AT 6' STAKE & GUY ONE GROWING SEASON; NURSERY GROWN BRANCHED AT 6' STAKE & GUY ONE GROWING SEASON; NURSERY GROWN STAKE & GUY ONE GROWING SEASON; NURSERY GROWN BRANCHED AT 6' STAKE & GUY ONE GROWING SEASON; NURSERY GROWN BRANCHED AT 6' FULL AND BUSHY FULL AND BUSHY FULL AND BUSHY FULL AND BUSHY FULL AND BUSHY FULL AND BUSHY FULL AND BUSHY STATE OF WASHINGTON REGISTERED LANDSCAPE ARCHITECT RIC J. WILLIAMS CERTIFICATE NO. 775 R-392412 IN COMPLIANCE WITH CITY OF RENTON STANDARDS CURRENT PLANNING'D It T O O 1 Cfl Q J r-, • • jding 05/01/2018 `-^��I I < BOUN SHORT PLAT CONSTRUCTION PLANS LUA16-000124, SHPL-A, U16-006297 LANDSCAPE AND TREE RETENTION PLAN J rr DATE: O 04-06-201 = Cl) FIELDBOOK: NA PAGE: NA Z DRAWING NO: LS -1 SHEET: OF: 19 19 M I�r