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Home My WebLink AboutBoun Short Plat Civil Plans Utility I CommentsLOT 4 5,966 SF LOT 5 5,658 SF LOT 6 5,638 SF LOT 7 6,453 SF LOT 2 5,751 SF LOT 1 5,098 SF LOT 3 5,893 SF TRACT A 7,253 SF MB MB S S ~ 20+00 21+00 21+96 4344364384384384342+003+004+004+2451+0052+0053+0053+07102+00103+00104+00105+00N00°04'29"W200.08'S88°30'08"E 299.77' 159.00'91.75'N00°04'29"W148.05'S88°34'52"E 18.01' S88°34'52"E 256.49'N00°00'19"W200.75'110.04'20.01'117.94'N00°00'19"W50.70'N00°00'19"W50.02'N00°00'19"W50.02'N00°00'19"W50.02'N00°04'29"W46.91'N89°55'31"E 135.79' S88°30'08"E 117.82' N89°55'31"E 110.00' N89°55'31"E 119.77' S88°30'08"E 117.88'C3C4C5N89°55'31"E 119.77'N89°55'31"E 119.77'N00°04'29"W27.98'N00°04'29"W50.54'N00°04'29"W50.02'N00°04'29"W50.00'N00°04'29"W50.00'N00°04'29"W29.05'S88°30'08"E 90.41' S88°30'08"E 20.00' C 7C8C9N00°04'29"W52.87'C10C11C1220.01'C1C225.51'N00°04'29"W348.43'N00°04'29"W55.97'17.75'38.21'C13C14N00°04'29"W59.88'CURVE TABLE CURVE # C1 C2 C3 C4 C5 C7 C8 C9 C10 C11 C12 C13 C14 LENGTH 28.04' 49.07' 35.05' 24.71' 17.35' 21.03' 34.88' 21.20' 44.58' 3.85' 48.43' 43.70' 44.58' RADIUS 40.00' 70.00' 50.00' 60.00' 60.00' 30.00' 80.00' 80.00' 100.00' 100.00' 100.00' 75.00' 76.50' DELTA 40°09'52" 40°09'52" 40°09'52" 23°35'44" 16°34'07" 40°09'52" 24°59'04" 15°10'48" 25°32'33" 2°12'21" 27°44'55" 33°23'09" 33°23'09"BOUN SHORT PLATCOVERSHEET/OVERALL SITE PLAN LUA16-000124, SHPL-A CONSTRUCTION PLANS BOUN SHORT PLATPPP-SS-TTTTKnow what's below. before you dig.Call R TRACT A (STORMWATER/OPEN SPACE) 7,253 SF SINGLE FAMILY LOTS 40,455 SF ROW DEDICATION 9,969 SF PRIVATE ACCESS EASEMENT (TRACT A) 2,938 SF TOTAL 57,677 SF NET BUILDABLE AREA: 57,677 - 9,969 -2,938 = 44,770 SF (1.03 AC) LAND USE TABLE SEE SHEET LS-1, LANDSCAPE AND TREE RETENTION PLAN, PREPARED BY ERIC WILLIAMS, REGISTERED LANDSCAPE ARCHITECT FOR TREE REMOVAL AND REPLACEMENTDETAILS. LANDSCAPING SHEET C1 COVER/SITE PLAN SHEET C2 TEMPORARY EROSION AND SEDIMENT CONTROL PLAN SHEET C3 TEMPORARY EROSION AND SEDIMENT CONTROL 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 GRADING/PAVING/STORMWATER NOTES/DETAILS & TYPICAL ROAD SECTIONS SHEET C8 STORMWATER DETENTION/WQ VAULT P&P SHEET C9 STORMWATER NOTES & DETAILS SHEET C10 GRADING/PAVING/ ROAD NOTES & DETAILS SHEET C11 GRADING/PAVING/ ROAD NOTES & DETAILS SHEET C12 WATER PLAN & PROFILE SHEET C13 WATER NOTES AND DETAILS SHEET C14 SEWER PLAN & PROFILESHEET C15 SEWER NOTES AND DETAILSSHEET IL1-IL3 ILLUMINATION PLANS SHEET LS-1 LANDSCAPE AND TREE RETENTION PLAN SHEETS SX VAULT STRUCTURAL PLANS (FUTURE SUBMITTAL) SHEET INDEX THE BOUN SHORT PLAT, FILE NO. LUA16-000124, AS DEPICTED IN EXHIBIT 2, IS APPROVED AND IS SUBJECT TOTHE 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 BECOMPLETED PRIOR TO THE RECORDING OF THE SHORTPLAT. 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 THECHELAN AVENUE NE AND DUVALL AVENUE NEFRONTAGES OR A MODIFICATION REQUEST TO REDUCETHE 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 INCLUDEMINIMUM 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 ANDAPPROVED FOR THE PROPOSED WAIVER OF FRONTAGEIMPROVEMENTS ALONG THE 18-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 THEALLEY (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 PLATMAP. 7. THE WIDTH OF THE ALLEY SHALL BE REVISED TOCOMPLY WITH THE CITY'S ADOPTED STREET STANDARDS, OR MODIFICATION TO THESE STANDARDS SHALL BE REQUESTED AT THE TIME OF UTILITY CONSTRUCTION PERMIT REVIEW. CONDITIONS LEGAL DESCRIPTION SURVEY DATUM 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: FRONT:15' GARAGE:20' REAR:20'INTERIOR:5' MAX IMPERVIOUS:65%BUILDING COVERAGE:50% LAND USE: ACCESS & UTILITY EASEMENT 7,253 SF ROW DEDICATION 9,969 SF REMAINING LOT AREA 40,455 SF (NET AREA) TOTAL (OWNERSHIP AREA)57,677 SF (1.32 AC) PROPOSED DENSITY:5.3 DU/ACRE SITE DATA NEW ASPHALT PAVEMENT NEW CONCRETE PROPERTY BOUNDARY RIGHT OF WAY CENTER LINE EXISTING EASEMENT EXISTING MAJOR CONTOUR EXISTING MINOR CONTOUR PROPOSED MAJOR CONTOUR PROPOSED MINOR CONTOUR EXISTING CHAINLINK FENCE EXISTING WOOD FENCE EXISTING WATER MAIN EXISTING SEWER MAIN EXISTING STORM MAIN EXISTING GAS MAIN EXISTING SANITARY SEWER MANHOLE EXISTING STORM CATCH BASIN EXISTING FIRE HYDRANT EXISTING TREE TO BE REMOVED (SEE SHEET TR1 FOR DETAILS) FOUND MONUMENT, AS NOTED EXISTING PROPERTY CORNER PROPOSED PROPERTY CORNER PROPOSED MONUMENT IN CASE 200 202 LEGEND 200 202 CONTACT phone: 253-301-4157 fax: 253-336-3950 beylerconsulting.com BEYLER CONSULTING OFFICE 7602 Bridgeport Way W Lakewood, WA 98499 EAST BASIN OFFSITE IMPROVEMENTS (DEDICATED ROW) IMPERVIOUS (SIDEWALK)297 SF PERVIOUS (LANDSCAPE)112 SF WEST BASIN OFFSITE IMPROVEMENTS (CHELAN AVE NE) IMPERVIOUS (SIDEWALK/ASPHALT) 3,559 SF PERVIOUS (PLANTER STRIP/LAWN) 1,417 SF TOTAL 4,976 SF ONSITE IMPROVEMENTS DRIVEWAYS (500 SF/LOT)3,500 SF (PGIS) ASPHALT ACCESS ROADS/ALLEYS 5,820 SF (PGIS) ROOFTOPS 18,802 SF PERVIOUS (LAWN/LANDSCAPE) 23,735 SF TOTAL 51,857 SF (1.19 AC) TOTAL PGIS 9,320 SF (0.214 AC) SURFACE AREA CALCULATIONS EXISTING ASPHALTDUVALL AVE NEVICINITY MAP N.T.S SITE 900 HONEY DEWATHLETIC FIELDS OLIVER M.HAZEN HIGHSCHOOL NE 10TH STUNION AVE NECHELAN AVE NENE 10TH PL NE 11TH ST NE 12TH ST NE 9TH ST HOQUIAM AVE NEJERICHO PL NENE 8TH ST NE 9TH PL FIELD AVE NEDUVALL PL NEVERTICAL DATUM: NAVD88 BENCHMARK: CITY OF RENTON BENCHMARK #RENT159BRASS DISK IN CONCRETE RECESSED 0.6' BELOW THE TOPOF 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 PERCITY OF RENTON SHORT PLAT RECORDED UNDERRECORDING NUMBER 20120110900001 N 88°30'08" W EQUIPMENT USED: TOPCON PS 103A TOTAL STATION. STANDARD FIELD TRAVERSE METHODS FOR CONTROL AND STAKING. EXISTINGCONCRETE THE EAST HALF OF THE SOUTHWEST QUARTER OF THENORTHWEST QUARTER OF SECTION 10, TOWNSHIP 23NORTH, RANGE 5 EAST, WILLAMETTE MERIDIAN, IN KINGCOUNTY, 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;ANDEXCEPT 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.) CITY OF RENTONMONUMENT #806 BOUN SHORT PLAT CONSTRUCTION PLANS PARCEL NO. 102305-9139 A PORTION OF SECTION 10, TOWNSHIP 23 N., RANGE 05 E., W.M.UNION AVE NEDUVALL PL NEDUVALL AVE NELONG, GARY A. & DENISE Y. 1058 CHELAN AVE NE #1023059332 THAMI, ABDERRAHMANE &MAURA E. 1051 CHELAN AVE NE #1023059133 AMIRA, JEFF & FLORESCA 1018 CHELAN AVE NE #1023059487 KOLBY, SCOTT A. EMILY B. 1017 CHELAN PL NE #1023059483 FISHER, SHERRIE M. 1045 CHELAN AVE NE #1023059473 SDC HOMES LLC 1039 CHELAN AVE NE #1023059472 3.50' 3.50' N88°30'08"W 1,626.67'N88°30'08"W 341.54' (BASIS OF BEARING)N88°30'08"W 185.02'15'5.00'7.5'N00°04'29"W1.28' N00°04'29"W 0.68' S43°30'08"E7.07' N00°04'29"W6.88' N00°04'29"W 1.55' PROPOSED 6" STORM LATERAL(SEE SHEET C4 FOR DETAILS) SDCO (TYP) CB#1 CB#2 CB#3 CB#5 CB#6 CB#7 CB#8 EX. SSMH#5552 18' PROPOSED 18'RIGHT OF WAYDEDICATION 23'PROPOSED 23' RIGHT OF WAYDEDICATION PROPOSED 20'RIGHT OF WAY DEDICATION PROPOSED 3.5'RIGHT OF WAY DEDICATION 20' SSMH#1 SSMH#2 EX. BLDG PROPOSED 15'WATER EASEMENT 20'PROPOSED 20' ACCESS & UTILITIES EASEMENT (PRIVATE STORMWATER,UTILITIES, RECREATION) PROPOSEDRETAINING WALL(TYP) PROPOSED DETENTION/WQVAULT PROPOSED 16'ALLEY ROADWAY 16' PROPOSED 10' UTILITY EASEMENT (TYP) 10'5'15'5'20'5'10'10'PROPOSED BUILDING SETBACK LINE(TYP)EX. BLDG10' PROPOSED 10'LANDSCAPEBUFFER PROPOSED 10'LANDSCAPE BUFFER10' PROPOSED 20'LIMIT ACCESS RESIDENTIALROADWAY CHELAN AVE NE15' 5'5'20'CHELAN PL NE11'11' 5' PROPOSED 11'TRAVEL LANE PROPOSED 11'TRAVEL LANE PROPOSED 5'BIKE LANE PROPOSED 8' PLANTER STRIP 8' PROPOSED 8'SIDEWALK 8' 5'20' PROPOSED 8' PLANTER STRIP PROPOSED 5'SIDEWALK PROJECT INFO OWNER/CLIENT: KENT KHNOR 845 106TH AVE, SUITE 200BELLEVUE, WA 98004TEL: 206-715-9826 ENGINEER: BEYLER CONSULTING 7602 BRIDGEPORT WAY WLAKEWOOD, WA 98499TEL: 253-301-4157 PROPOSED FIREHYDRANT(TYP) EXISTINGHYDRANT(TYP) APPROX. LOCATION OFEX. 4" WATER MAIN (WD 90) (TYP) 30 15 0 30 60 SCALE: 1" = 30'5'20' CITY OF RENTON APPROVED BY:______________________________ DATE:__________ APPROVED BY:______________________________ DATE:__________ APPROVED BY:______________________________ DATE:__________ APPROVED BY:______________________________ DATE:__________ TANJIAQUIO, ROLANDO & CANUBAS 1014 CHELAN PL NE #1023059482 CB#4 CB#11 CB#10 CB#9 CITY OF RENTON MONUMENT #1844 8' SHOW LOCATION OF VERTICAL BENCHMARK ON SURVEY CONTROL MAP UPDATE PER REDLINES ON SHEET C6 TED392401 R-392401PER RMC 4-6-060, A RESIDENTIAL ALLEY HAS A RIGHT OF WAY WIDTH OF 16' AND A PAVEMENT WIDTH OF 12'. 16' , U16-006297 (TYP) NEW FIRE HYDRANT FED FROM NEW 8" WATER MAIN CONNECTING TO 16" WATER MAIN. APPROXIMATE LOCATION SHOWN. SEE COMMENTS SHEET C12. W WWWWWW W W W W (E)W (E)W (E)W (E)W (E)W (E)W (E)W (E)W (E)W (E)W (E)W (E)W (E)W (E)CONNECT TO EXISTING 16" WATER MAIN W-2950 16" X 8" TAPPING TEE (MJ X FL) 8" TAPPING VALVE (FL X MJ) SHOW PLUGGED TEE AND VALVE BEFORE HYDRANT AS SHOWN EXTEND 8" WATER MAIN, SEE SHEET C12 JOINT PUBLIC AND PRIVATE EASEMENT LOT 4 5,966 SF LOT 5 5,658 SF LOT 6 5,638 SF LOT 7 6,453 SF LOT 2 5,751 SF LOT 1 5,098 SF LOT 3 5,893 SF TRACT A 7,253 SF S S ~ 20+00 21+00 21+96 4344364384384384342+003+004+004+2451+0052+00102+00103+00104+00MB MB BOUN SHORT PLATTEMPORARY EROSION AND SEDIMENT CONTROL PLAN (TESC)LUA16-000124, SHPL-A CONSTRUCTION PLANS BOUN SHORT PLATPPP-SS-TTTTDUVALL AVE NELONG, GARY A. & DENISE Y. 1058 CHELAN AVE NE#1023059332 AMIRA, JEFF & FLORESCA 1018 CHELAN AVE NE #1023059487 KOLBY, SCOTT A. EMILY B. 1017 CHELAN PL NE #1023059483 TANJIAQUIO, ROLANDO & CANUBAS 1014 CHELAN PL NE #1023059482CHELAN AVE NECHELAN PL NEAPPROX. LOCATION OFEX. 4" WATER MAIN (WD 90) (TYP) 20 10 0 20 40 SCALE: 1" = 20' CITY OF RENTON APPROVED BY:______________________________ DATE:__________ APPROVED BY:______________________________ DATE:__________ APPROVED BY:______________________________ DATE:__________ APPROVED BY:______________________________ DATE:__________ CONTACT phone: 253-301-4157 fax: 253-336-3950 beylerconsulting.com BEYLER CONSULTING OFFICE 7602 Bridgeport Way W Lakewood, WA 98499 Know what's below. before you dig.Call R THAMI, ABDERRAHMANE & MAURA E. 1051 CHELAN AVE NE #1023059133 SDC HOMES LLC1039 CHELAN AVE NE #1023059472 FISHER, SHERRIE M. 1045 CHELAN AVE NE #1023059473 APPROX. LOCATION OFEX. 8" WATER MAIN(WD 90) (TYP) INSTALL CONSTUCTIONENTRANCE PER CITY OF RENTON STANDARD DETAIL 215.10 (SEE SHEET C3) INSTALL CATCH BASIN FILTERAFTER INSTALLATION OF ON-SITE STORMWATER SYSTEM IS INSTALLED PER CITY OF RENTONSTANDARD DETAIL 216.30 (TYP)(SEE SHEET C3) INSTALL CATCH BASIN FILTERWITHIN EXISTING CATCH BASINSWITHIN CHELAN AVE NE PER CITY OF RENTON STANDARD DETAIL 216.30 (TYP) (SEE SHEET C3) INSTALL CATCH BASIN FILTER AFTER INSTALLATION OF OFF-SITESTREET IMPROVEMENTS OF DUVALLAVE NE PER CITY OF RENTONSTANDARD DETAIL 216.30 (TYP)(SEE SHEET C3) EXISTING TREE TO BE REMOVED(SEE TREE INVENTORY TABLE THIS SHEET FOR DETAILS/SEE SHEET TR1 FOR TREEREPLACEMENT DETAILS)(TYP)1 2 3 4 5 6 7 PROPOSED SAWCUT TO INSTALL NECESSARY OFFSITE ROADIMPROVEMENTS. SEESAWCUTTING/CONCRETEHANDLING NOTE SHEET C3. (882 SF OF ASPHALT TO BE REMOVED) PROPOSED SAWCUT TO INSTALLNECESSARY OFFSITE ROADIMPROVEMENTS. SEE SAWCUTTING/CONCRETEHANDLING NOTE SHEET C3.(1,766 SF OF ASPHALT TO BEREMOVED) 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 (MAY BE CONSOLIDATED WITH THE REQUIRED NOTICE OF CONSTRUCTION SIGN). 3. FLAG OR FENCE CLEARING LIMITS. 4. INSTALL CATCH BASIN PROTECTION IF REQUIRED. 5. GRADE AND INSTALL CONSTRUCTION ENTRANCE(S). 6. INSTALL PERIMETER PROTECTION (SILT FENCE, BRUSH BARRIER, ETC.). 7. CONSTRUCT SEDIMENT PONDS AND TRAPS. 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. 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 IF APPROPRIATE. CONSTRUCTION SEQUENCE 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 ONROPES WITH A MAXIMUM 10-FOOT GRID SPACING INALL DIRECTIONS. ALL SEAMS SHALL BE TAPED ORWEIGHTED 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. PLASTIC COVERING NOTES 1. MULCH MATERIALS USED SHALL BE HAY OR STRAW,AND SHALL BE APPLIED AT THE RATE OF 75 TO 100POUNDS 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 AFTERSEEDING OR IN AREAS WHICH CANNOT BE SEEDEDBECAUSE OF THE SEASON. 4. ALL AREAS NEEDING MULCHING SHALL BE COVERED BY NOVEMBER 1. MULCHING NOTES 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 BEREAPPLIED 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 ORGANICMATTER 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 OFINCORPORATION OF AMENDMENTS NEEDED TO MEETTHE 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 ADEFAULT “PRE-APPROVED” RATE OR AT A CUSTOMCALCULATED RATE. OPTION 4: IMPORT TOPSOIL MIX OF SUFFICIENT ORGANICCONTENT AND DEPTH TO MEET REQUIREMENTS. SEE SOIL AMENDMENT QUALITY NOTE ON THIS SHEET FOR AMENDED GUIDELINES. REFER TO BMP T5.13 IN THEWESTERN WASHINGTON STORMWATER MANUAL FOR FURTHER DIRECTION. SOIL MANAGEMENT PLAN 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” AMENDMENTRATES SHALL BE MET USING COMPOST THAT MEETS THEDEFINITION FOR “COMPOSTED MATERIALS” IN WAC 173-350, SECTION 220. THE COMPOST MUST ALSO HAVE AN ORGANIC MATTER CONTENT OF 35% TO 65%, AND A CARBON TO NITROGEN RATIO BELOW 25:1 SOIL AMENDMENT QUALITY 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. DUST CONTROL LIMIT HAUL HOURS BETWEEN 8:30 AM TO 3:30 PM, MONDAYTHROUGH FRIDAY UNLESS OTHERWISE APPROVED BY THEDEVELOPMENT SERVICES DIVISION PER RMC SECTION4-4-030.C.2. CONSTRUCTION ACTIVITIES SHALL BE RESTRICTED TO THEHOURS BETWEEN 7 AM AND 8 PM, MONDAY THROUGHFRIDAY. WORK ON SATURDAYS SHALL BE RESTRICTED TOTHE HOURS BETWEEN 9 AM AND 8 PM. NO WORK SHALL BEPERMITTED ON SUNDAYS. WORKING HOURS WITHIN 30 DAYS OF COMPLETION OF GRADING WORK,THE APPLICANT SHALL HYDROSEED OR PLANT ANAPPROPRIATE GROUND COVER OVER ANY PORTION OF THESITE THAT IS GRADED OR CLEARED OF VEGETATION ANDWHERE NO FURTHER CONSTRUCTION WILL OCCUR WITHIN90 DAYS. ALTERNATIVE MEASURES SUCH AS MULCH,SODDING, OR PLASTIC COVERING AS SPECIFIED IN THECURRENT KING COUNTY SURFACE WATER MANAGEMENTDESIGN MANUAL AS ADOPTED BY THE CITY OF RENTONMAY BE PROPOSED BETWEEN THE DATES OF NOVEMBER1ST AND MARCH 31ST OF EACH YEAR. THE DEVELOPMENTSERVICES DIVISION'S APPROVAL THIS WORK ISREQUIRED PRIOR TO FINAL INSPECTION AND APPROVALOF THE PERMIT. MISC. NOTES TREE LEGEND No.SIZE TYPE COMMENT 1 9" ALDERWOOD 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) PLEASE SEE SHEET TR1, TREE RETENTION PLAN PREPARED BY ERIC WILLIAMS, REGISTERED LANDSCAPE ARCHITECT FOR TREE REMOVAL AND REPLACEMENT DETAILS. LANDSCAPING PROPOSED CONTOUR (TYP) EXISTINGCONTOUR (TYP) CONSTRUCTIONCLEARING LIMITS (TYP) EXISTING BUILDING TO BE DEMOLISHED FILL VOLUME:1,683 CY CUT VOLUME:756 CY APPROX. VAULT EXCAVATION: 2,650 CY (CUT) NET VOLUME: 1,723 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. EARTHWORK CALCULATIONS 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. DEMOLITION PERMIT RQMT NO CONSTRUCTION OR SITE DISTURBANCE FOR THISPROJECT 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, PLEASEVISIT DOE'S WEB SITE AT HTTP://WWW.ECY.WA.GOV/PUBS/9937.PDF. NPDES REQUIREMENT NOTE EXISTING BUILDING ENCROACHMENT.OWNER TO COORDINATE BUILDINGRELOCATION/REMOVAL WITH LONGPARCEL (#1023059332) UTILITY NOTE:THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE APPROXIMATEONLY 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 CONSULTINGASSUMES NO LIABILITY FOR THE LOCATION OF UNDERGROUND UTILITIES. INSTALL SILT FENCE ALONGDOWNHILL PORTION OF SITE,AS NECESSARY PER CITY OF RENTON STANDARD DETAIL214.00 TO PROTECT ADJACENTPROPERTIES FROM SILT LADEN STORMWATER RUNOFF (TYP) (SEE SHEET C3) INSTALL INTERCEPTOR SWALE (AS NECESSARY) TO DIRECT CONSTRUCTION STORMWATER RUNOFFTO TEMPORARY SEDIMENT POND (TYP) 2724'INSTALL SEDIMENT TRAP 27'Lx24'Wx3.5' (SURFACE AREA = 364 SF (MIN.)TOP ELEV= 436.0 ±OVERFLOW= 435.0 ± OUTLET ELEV= 434.0 ±BOTTOM=432.5 ±(SEE C.O.R. STD. DETAIL 211.00ON SHEET C3) A PORTION OF SECTION 10, TOWNSHIP 23 N., RANGE 05 E., W.M. SATURDAY HAULING AND WORK IS BY PERMISSION ONLY. TED392402 R-392402 SUGGEST APPLYING FOR CONSTRUCTION STORMWATER GENERAL PERMIT AS SOON AS POSSIBLE. CONSTRUCTION PERMIT CANNOT BE ISSUED UNTIL IT IS OBTAINED. IT IS USUALLY A 6-WEEK PROCESS. LIST NPDES (WAR) PERMIT NUMBER AND CESCL INFORMATION ON PLAN ONCE OBTAINED. AS SHOWN ON PLA AS SHOWN ON PLANS. TRAP AS SHO AS SHOWN ON PLANS. PER COR STD. PLAN 217.10 ANY ADDITIONAL SURFACE WATER CONTROLS (INTERCEPTOR SWALE, INTERCEPTOR DIKE, ETC.) NEEDED TO ROUTE STORMWATER FROM THIS AREA TO THE SEDIMENT TRAP? SHOW AS NECESSARY. BOUN SHORT PLATTESC NOTES & DETAILS LUA16-000124, SHPL-A CONSTRUCTION PLANS BOUN SHORT PLATPPP-SS-TTTTCITY OF RENTON APPROVED BY:______________________________DATE:__________ APPROVED BY:______________________________ DATE:__________ APPROVED BY:______________________________ DATE:__________ APPROVED BY:______________________________ DATE:__________ CONTACT phone: 253-301-4157 fax: 253-336-3950 beylerconsulting.com BEYLER CONSULTING OFFICE 7602 Bridgeport Way W Lakewood, WA 98499 Know what's below. before you dig.Call R SOURCE: CITY OF RENTON AMENDMENTS TO THE KING CO SWDM, REFERENCE 7-B 1. THESE NOTES SHALL APPEAR FOR ALL PROJECTS - SITEIMPROVEMENTS, 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 WATERDESIGN 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 FORTHE 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 PREVENTTRANSPORTATION 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 ANDPOTENTIAL FOR ON-SITE EROSION HAS PASSED. THEIMPLEMENTATION, 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 SEASONALCONDITIONS DICTATE, THE PERMITEE SHALL ANTICIPATE THATMORE 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 ANDTO PROVIDE ADDITIONAL FACILITIES, OVER AND ABOVEMINIMUM 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 TWODAYS DURING THE WET SEASON (OCTOBER 1ST THROUGH MARCH 30TH) OR SEVEN DAYS DURING THE DRY SEASON (APRIL 1ST TOUGH SEPTEMBER 30) SHALL BE IMMEDIATELYSTABILIZED 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 WITHIN24 HOURS FOLLOWING A STORM EVENT. 13. AT NO TIME SHALL MORE THAN ONE (1) FOOT OF SEDIMENT BEALLOWED 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 PLASTICCOVERING. 15. ANY PERMANENT RETENTION/DETENTION FACILITY USED AS ATEMPORARY 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 FEETABOVE THE FINAL GRADE OF THE PERMANENT FACILITY. 16. PRIOR TO THE BEGINNING OF THE WET SEASON (OCT. 1), ALLDISTURBED AREAS SHALL BE REVIEWED TO IDENTIFY WHICHONES 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. EROSION CONTROL NOTES BMP: CONCRETE HANDLING (REFERENCE 2005 WASHINGTON STATE DOE STORMWATER MANUAL)PURPOSE: CONCRETE WORK CAN GENERATE PROCESS WATER AND SLURRY THATCONTAIN FINE PARTICLES AND HIGH pH, BOTH OF WHICH CAN VIOLATE WATER QUALITY STANDARDS IN THE RECEIVING WATER. THIS BMP ISINTENDED TO MINIMIZE AND ELIMINATE CONCRETE PROCESS WATERAND SLURRY FROM ENTERING WATERS OF THE STATE. DESIGN: CONCRETE TRUCK CHUTES, PUMPS AND INTERNALS SHALL BE WASHEDOUT ONLY INTO FORMED AREAS AWAITING INSTALLATION OFCONCRETE 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 WASHWATERIN A MANNER THAT DOES NOT VIOLATE GROUNDWATER OR SURFACEWATER QUALITY STANDARDS. UNUSED CONCRETE REMAINING IN THE TRUCK AND PUMP SHALL BERETURNED TO THE ORIGINATING BATCH PLANT FOR RECYCLING. HAND TOOLS SHALL BE WASHED OFF ONLY INTO FORMED AREASAWAITING INSTALLATION OF CONCRETE OR ASPHALT. EQUIPMENT THAT CANNOT BE EASILY MOVED, SUCH AS CONCRETEPAVERS, SHALL BE WASHED IN AREAS THAT DO NOT DIRECTLY DRAINTO A NATURAL OR CONSTRUCTED STORMWATER CONVEYANCES. WASHDOWN FROM AREAS SUCH AS CONCRETE AGGREGATEDRIVEWAYS SHALL NOT DRAIN DIRECTLY TO NATURAL OR CONSTRUCTED STORMWATER CONVEYANCES. (REFERENCE 2005 WASHINGTON STATE DOE STORMWATER MANUAL)PURPOSE: SAWCUTTING AND SURFACING OPERATIONS GENERATE SLURRY ANDPROCESS WATER THAT CONTAINS FINE PARTICLES AND HIGH pH (CONCRETE CUTTING), BOTH OF WHICH CAN VIOLATE WATER QUALITYSTANDARDS IN THE RECEIVING WATER. THIS BMP IS INTENDED TOMINIMIZE AND ELIMINATE CONCRETE PROCESS WATER AND SLURRYFROM 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 QUALITYSTANDARDS. DO NOT DRAIN PROCESS WATER THAT IS GENERATED DURINGHYDRO-DEMOLITION, SURFACE ROUGHENING, OR SIMILAR OPERATIONSTO ANY NATURAL OR CONSTRUCTED DRAINAGE CONVEYANCE. DISPOSEOF 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 CAUSECONTAMINATION OF WATER. IF THE AREA IS SWEPT WITH A PICK-UPSWEEPER, HAUL THE MATERIAL OUT OF THE AREA TO AN APPROPRIATE DISPOSAL SITE. BMP: SAWCUTTING AND SURFACING POLLUTION PREVENTION A PORTION OF SECTION 10, TOWNSHIP 23 N., RANGE 05 E., W.M. TED392403 R-39240317. ALL ESC MEASURES MUST BE REMOVED AFTER CONSTRUCTION ACITIVITY IS COMPLETE. SHOW COR STD. PLAN 217.10 - INTERCEPTOR SWALE AND ANY OTHER COR STD PLANS THAT WILL BE USED. S50+00 51+00 52+0021+0021+96437 438 439 437437CB# 4 9 LF - 12"@ S=2.20% 64 LF - 12" PVC SDR-35 @ S=1.00% CB# 6 23 LF - 6" PVC SDR-35@ S=10.88% 37 LF - 6" PVC SDR-35@ S=2.14% 22 LF - 6" PVC SDR-35@ S=2.23% 37 LF - 6" PVC SDR-35@ S=2.15% 17 LF - 6" PVC SDR-35@ S=2.34% 23 LF - 6" PVC SDR-35@ S=2.20% 39 LF - 6" PVC SDR-35@ S=7.18% 26 LF - 6" PVC SDR-35@ S=9.80% 39 LF - 6" PVC SDR-35@ S=7.18% SDCO #7,STA 52+12.71, 25.00 LTOP 437.336" IE 432.9 (IN-OUT) SDCO #6,STA 51+73.47, 25.00 LTOP 436.926" IE 432.1 (IN-OUT) SDCO #8,STA 51+47.71, 25.00 LTOP 436.936" IE 432.6 (IN-OUT) SDCO #2,STA 52+11.11, 25.00 RTOP 437.336" IE 432.9 (IN-OUT) SDCO #1,STA 51+73.47, 25.00 RTOP 437.306" IE 432.1 (IN-OUT) SDCO #3,STA 51+51.09, 25.00 RTOP 436.936" IE 432.6 (IN-OUT) SDCO #4,STA 51+06.11, 22.56 RTOP 436.996" IE 433.4 (IN-OUT) SDCO #5,STA 50+79.59, 26.92 RTOP 438.226" 433.8 (IN-OUT) 21 LF - 12" PVC SDR-35 @ S=6.03% CB# 3 420 425 430 435 440 445 450 455 460 420 425 430 435 440 445 450 455 460 51+00 52+00 52+80438.2438.24437.6437.61437.4437.43437.3437.26437.3437.32437.8437.78438.1438.09437.9437.88437.8437.75437.7437.70437.6437.65436.9436.9525.00% 1.15%1.00% PVI STA: 51+68.15PVI ELEV: 436.077K: 69.68LENGTH: 150.00 LOW POINT STA: 51+73.47 LOW POINT ELEV: 436.48'BVC STA: 50+93.15BVC ELEV: 436.94EVC STA: 52+43.15EVC ELEV: 436.83GRADE BREAK STA = 50+49.26ELEV = 437.45GRADE BREAK STA = 52+56.71ELEV = 436.31GRADE BREAK STA = 52+54.19ELEV = 436.942.6% 64 LF - 12" PVC SDR-35 @ S=1.00% 9 LF - 12" PVC SDR-35@ S=2.20% CB# 6, TYPE 2-48" STA 51+73.47, 0.00' 6" IE 429.60 (IN-E) 6" IE 429.60 (IN-W) 12" IE 429.43 (OUT-S) RIM 436.48 CB# 4, TYPE 2-48" STA 51+05.42, 0.39' L 12" IE 428.79 (IN-W) 12" IE 428.79 (IN-N) 12" IE 428.79 (OUT-S) RIM 436.84 CB# 3, TYPE 2-48" STA 50+84.68, 12.25' L 12" IE 427.50 (IN-N) 12" IE 427.50 (OUT-W) RIM 437.18 (8"PVC N,S) S51+002+0020+00 21+00 21+96437438439 435433434436437438439CB# 1 CB# 2 CB# 5 CB# 4 8 LF - 12" PVC SDR-35@ S=1.01% 41 LF - 12" PVC SDR-35 @ S=1.06% 25 LF - 12" PVC SDR-35@ S=1.03% EX. CB #4 (PER R-332511) BW/A: 433.50 BW/A: 433.35 120 LF - 12" PVC SDR-35 @ S=2.67% TOE: 432.68TOP: 433.18 TOE: 432.96TOP: 436.30 TOE: 434.26TOP: 436.30 TOE: 435.80TOP: 436.30 21 LF - 12" PVC SDR-35@ S=6.03%CB# 3 420 425 430 435 440 445 450 455 420 425 430 435 440 445 450 455 20+00 21+00 22+00 22+20432.9432.5432.2435.33433.3437.50434.3438.93435.0439.61435.5439.54436.1438.74436.8437.68437.413.27% 5.33%GRADE BREAK STA = 20+25.50ELEV = 433.42GRADE BREAK STA = 21+74.77ELEV = 436.89PVI STA: 20+86.92PVI ELEV: 441.569K: 5.38LENGTH: 100.00HIGH POINT STA: 21+08.28HIGH POINT ELEV: 439.67 BVC STA: 20+36.92BVC ELEV: 434.94EVC STA: 21+36.92EVC ELEV: 438.91120 LF - 12" PVC SDR- 3 5 @ S=2.67% CB# 2, TYPE 1 STA 20+11.25, 31.07' R 12" IE 428.86 (IN-E) 12" IE 428.86 (IN-N) 12" IE 428.86 (OUT-S) RIM 432.36 CB# 5, TYPE 1 STA 20+49.05, 6.00' L 12" IE 432.00 (OUT-E) RIM 436.29 41 LF - 12" PVC SDR-35@ S=1.06% CB# 4, TYPE 2-48" STA 21+71.96, 6.00' L 12" IE 428.79 (IN-W) 12" IE 428.79 (IN-N) 12" IE 428.79 (OUT-S) RIM 436.84 CB# 3, TYPE 2-48" STA 21+71.96, 19.40' R 12" IE 427.50 (IN-N) 12" IE 427.50 (OUT-W) RIM 437.18 9 LF - 12" PVC SDR-35 @ S=2.20%BOUN SHORT PLATCHELAN PLACE NE & ACCESS EASEMENT GRADING/PAVING/STORMWATER PLAN & PROFILE LUA16-000124, SHPL-A CONSTRUCTION PLANS BOUN SHORT PLATPPP-SS-TTTTCITY OF RENTON APPROVED BY:______________________________ DATE:__________ APPROVED BY:______________________________ DATE:__________ APPROVED BY:______________________________ DATE:__________ APPROVED BY:______________________________ DATE:__________ CONTACT phone: 253-301-4157 fax: 253-336-3950 beylerconsulting.com BEYLER CONSULTING OFFICE 7602 Bridgeport Way W Lakewood, WA 98499 Know what's below. before you dig.Call R LOT 1FFE 438.50 LOT 2FFE 437.00 LOT 3FFE 437.50 LOT 4 FFE 437.50 LOT 5FFE 437.50 LOT 6 FFE 437.00 LOT 7FFE 437.00 LOT 7FFE 437.50 TRACT ASTORMWATER/UTILITIES TRACT20' ACCESSEASEMENTCHELAN PLACE NE ACCESS EASEMENTACCESS EASEMENTCHELAN AVE NE(SEE SHEET C5)(BACK OF CONCRETE WALK)INTX - STA 20+00.00 (ACCESS EASEMENT)= 2+38.29 (CHELAN AVE NE)PROPOSED 16' DRIVEWAY ENTRANCE (TYPE R1B) PER CITY OF RENTONSTANDARD DETAIL 104.3 12'8'5'BUFFERWALK INTX - STA 50+98.82 (CHELAN PLACE NE)1.5%(TYP) 8.0% (TYP) 20 10 0 20 40 SCALE: 1" = 20' PROPOSED GRADE @ C/L OF ACCESS ROAD EXISTING GRADE @ C/L OF ACCESS ROAD EXISTING GRADE @ C/L OF ACCESS ROAD PROPOSED GRADE @C/L OF ACCESS ROAD 2 C7 1 C7 INTX - STA 50+98.82 (CHELAN PLACE NE)= STA 21+74.77 (ACCESS EASEMENT)ELEV = 436.89(SEE CONTINUATION TO THE RIGHT)EXISTING CATCH BASIN TO BE REMOVED AND REUSEDAS CB #1, IF SALVAGEABLE. PROPOSED 107.5'Lx34.5'Wx9'DCOMBINED WQ/DETENTION VAULT(SEE SHEET C8 FOR DETAILS) DETENTION RISER OUTLETIE 429.30 SURVEY DATUM VERTICAL DATUM: NAVD88 BENCHMARK:CITY OF RENTON BENCHMARK #RENT159BRASS 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 88°30'08" W EQUIPMENT USED: TOPCON PS 103A TOTAL STATION. STANDARD FIELD TRAVERSE METHODS FOR CONTROL AND STAKING. DETENTIONRISER OUTLETIE 429.30 DETENTIONVAULT INLET IE 427.30 PROPOSED RETAINING WALL(TO BE DESIGNED BY OTHERS) PROPOSED 107.5'Lx34.5'Wx9'D COMBINED WQ/DETENTION VAULT (SEE SHEET C8 FOR DETAILS)16'2'PROPOSED 16'PAVED ALLEY (TYP) PROPOSED 2'WEDGE CURB(TYP) APPROX. LOCATION OF EXISTING 8" SANITARY SEWER MAIN(FIELD LOCATED)(REF S-332504) APPROX. LOCATION OF EXISTING 4"KING COUNTY WD 90 WATER MAIN (REF R-338610 FOR GENERAL LOCATION) APPROX. LOCATION OF EXISTING8" DUCTILE IRON WATER MAIN (FIELD LOCATED) (REF W-332501) 18' R2 5 'R25'INTERSECTION STA 20+00.00 (ACCESS EASEMENT) = STA 2+38.29 (CHELAN AVE NE) PC STA 21+53.72, 8.0' R CURVE RADIUS = 25'FG ELEV: 438.17 PRC STA 21+73.91, 18.25' R CURVE RADIUS = 25'FG ELEV: 437.24(SEE CHELAN PL NE FOR CONTINUATION) PROPOSED 8" D.I. WATER MAIN(SEE SHEET C12 FOR DETAILS) PROPOSED 8" PVC SEWER MAIN(SEE SHEET C14 FOR DETAILS) PC STA 21+35.50, 8.0' LCURVE RADIUS = 25' FG ELEV: 439.36 CHELAN PL NEPC STA 21+60.50, 33.0' L CURVE RADIUS = 25'FG ELEV: 436.76END WEDGE CURB BEGIN ROAD IMPROVEMENTSSTA 20+25.50 (BACK OF SIDEWALK)C/L ELEV: 433.42 BEGIN WEDGE CURBSTA 20+44.05, 8.0' L 3' TRANSITION TRACT A STORMWATER/ UTILITIES TRACT PROPOSED 107.5'Lx34.5'Wx9'DCOMBINED WQ/DETENTION VAULT (SEE SHEET C8 FOR DETAILS) AMIRA, JEFF & FLORESCA 1018 CHELAN AVE NE #1023059487 KOLBY, SCOTT A. EMILY B. 1017 CHELAN PL NE #1023059483 SDC HOMES LLC 1039 CHELAN AVE NE #1023059472 ACCESS EASEMENT PLAN SCALE: 1"=20' ACCESS EASEMENT PROFILE SCALE: HORIZONTAL: 1"=20' VERTICAL: 1"=5' GRAVEL ACCESSROAD 10'10'PROPOSED 10' UTILITY EASEMENT PROPOSED 10'DRAINAGE EASEMENT INTERSECTIONSTA 21+74.77 (ACCESS EASEMENT)= STA 50+98.82 (CHELAN PL NE) PROPOSED 8" D.I. WATER MAIN(SEE SHEET C12 FOR DETAILS) PROPOSED 8" PVC SEWER MAIN(SEE SHEET C14 FOR DETAILS) 15' PROPOSED 10'UTILITY EASEMENT (TYP) PROPOSED 10'DRAINAGE EASEMENT 10'10'PROPOSED GRADE @ C/L OF ROAD EXISTING GRADE @ C/L OF ROAD BEGIN ROAD IMPROVEMENTS BEGIN ROAD WIDTH TRANSITIONFROM 20' ALLEY TO 16'STA 50+50.00 C/L ELEV: 437.55 KOLBY, SCOTT A. EMILY B. 1017 CHELAN PL NE#1023059483 BEGIN ROAD IMPROVEMENTS16'20'20'±PRC STA 50+84.49, 10.0' LCURVE RADIUS = 25' FG ELEV: 437.24 (SEE ACCESS EASEMENT FOR CONTINUATION) R25' R 8 0 ' PRC STA 50+79.59, 10.0' L CURVE RADIUS = 80' FG ELEV: 437.30 R30 ' PC STA 50+51.55, 10.0' L CURVE RADIUS = 30' FG ELEV: 437.57 FG ELEV: 437.55 (MATCH EXISTING) PROPOSED 20' RIGHT OF WAY DEDICATION FG ELEV: 437.53 (MATCH EXISTING) PC STA 50+50.40, 10.0' RCURVE RADIUS = 45'FG ELEV: 437.53 R45' R 6 2 ' PRC STA 50+77.61, 8.10' R CURVE RADIUS = 62'FG ELEV: 437.28 PT STA 51+28.66, 8.0' R CURVE RADIUS = 62'FG ELEV: 436.78 END ROAD IMPROVEMENTSSTA 52+54.19 C/L ELEV: 437.06 INSTALL (2) 8' TYPE 3 ROAD BARRICADES PER COR STD DETAIL H18 & H18.1 PC STA 50+51.55CURVE RADIUS = 40'C/L ELEV: 437.51 PRC STA 50+79.59CURVE RADIUS = 70'C/L ELEV: 437.10 PT STA 51+28.66 CURVE RADIUS = 70'C/L ELEV: 436.62 LOT 7STUB IE432.7 LOT 6STUB IE432.2 LOT 5STUB IE 433.0 END ROAD IMPROVEMENTSLOT 4 STUB IE 433.0 LOT 3 STUB IE 432.2 LOT 2 STUB IE 432.7 LOT 1STUB IE433.9 EXISTING GRADE @C/L OF ACCESS ROAD PROPOSED GRADE @ C/L OF ACCESS ROAD 20 10 0 20 40 SCALE: 1" = 20' CHELAN PLACE NE PLAN SCALE: 1"=20' CHELAN PLACE NE PROFILE SCALE: HORIZONTAL: 1"=20' VERTICAL: 1"=5' PROPOSED 107.5'Lx34.5'Wx9'D COMBINED WQ/DETENTION VAULT (SEE SHEET C8 FOR DETAILS) DETENTIONINLETIE 427.30 DETENTION INLETIE 427.30 9 LF - 12" PVC SDR-35 @ S=4.06% UTILITY NOTE: THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE APPROXIMATE ONLY AND HAVE NOT BEEN INDEPENDENTLY VERIFIED BY THE OWNER ORITS REPRESENTATIVE. THE CONTRACTOR SHALL DETERMINE THE EXACTLOCATION 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. A PORTION OF SECTION 10, TOWNSHIP 23 N., RANGE 05 E., W.M. TED392404 R-392404 PER COR STD. PLAN 225.10 LAST STRUCTURE BEFORE TIE-IN TO PUBLIC STORM DRAIN SHALL BE CATCH BASIN OR YARD DRAIN (TYP) 2.05% 1.92% 10.00% 25 PAVEMENT WIDTH OF ALLEY (CHELAN PLACE NE) SHALL BE 12' AND RIGHT OF WAY WIDTH SHALL BE 16' TO CONFORM TO STANDARDS FOUND IN RMC 4-6-060 AND TO SATISFY CONDITION #7. PVC IS NOT A PERMITTED PIPE MATERIAL IN THE PUBLIC RIGHT OF WAY IN THE 2009 KCSWDM AS AMENDED BY THE CITY OF RENTON. PLEASE REFERENCE SECTION 4.2.1 FOR APPROVED PIPE MATERIALS. 4.96% UPDATE AS NECESSARY TO ACCOUNT FOR NEW PAVEMENT WIDTH (TYP) SPECIFY TYPE OF GRATE THAT WILL BE USED FOR EACH STRUCTURE (TYP). 26 LF 12" @ 4.96% 26 68 25 68 PIPE SEGMENTS MEASURED FROM CENTER OF STRUCTURE TO CENTER OF STRUCTURE (TYP). 10.00% 0.94% 0.94% 12' 10 2.00% 10 2.00%4.96%26123 123 2.61% 2.61% 12'12'GRAVEL ACCESS ROAD SHALL BE 4" CSTC OVER 6" QUARRY SPALLS WITH A GEOTEXTILE FABRIC IN BETWEEN 10 2.00%16'5' CONCRETE SIDEWALK PER COR STD. PLAN 102 (TYP) CONCRETE CURB PER COR STD. PLAN 101 (TYP) DRIVEWAY PER COR STD. PLAN 104.3. DRIVEWAY WINGS SHALL BE TRIANGULAR AS REDLINED. OUR DETAIL IS IN THE PROCESS OF BEING UPDATED.PROVIDE BLOW-UP DETAIL OF SIDEWALK TIE-IN. SHOW EXISTING AND PROPOSED SPOT ELEVATIONS AND GRADES. 1.07% 1.07% 9 0.89% SHOW MAILBOX LOCATION AND PROVIDE USPS POSTMASTER APPROVAL ADD A NOTE TO THE PLANS STATING THAT RESTRICTED FOOTPRINT IS THE FLOW CONTROL BMP FOR EACH LOT. PROVIDE A TABLE SHOWING THE LOT AREA AND MAXIMUM IMPERVIOUS AREA ALLOWED FOR EACH LOT. THE MAXIMUM IMPERVIOUS AREA ALLOWED IN THE R-8 ZONE IS 65% OF THE LOT AREA. WITH RESTRICTED FOOTPRINT, THE MAXIMUM IMPERVIOUS AREA ALLOWED WOULD BE 55% OF THE LOT AREA. 10 2.00% MBMB0+00 1+00 2+00 3+ 0 0 4+00 4+2420+00435 433 434 436 437 438 CB# 1 CB# 2 CB# 5 25 LF - 12" PVC SDR-35@ S=1.03% EX. CB #4 (PER R-332511) 8 LF - 12" PVC SDR-35@ S=1.01% 47 LF - 12" PVC SDR-35@ S=1.00%39 LF - 12"@ S=1.00% CB# 7 CB# 8 4 3 4 41 LF - 12" PVC SDR-35@ S=1.06%SSCB# 12CB# 13 38 LF - 12" PVC SDR-35 @ S=32.30% 410 415 420 425 430 435 440 445 450 410 415 420 425 430 435 440 445 450 0+00 1+00 2+00 3+00 4+00 4+40433.0432.8432.6432.6432.7432.7432.9433.1433.2433.1433.12433.3433.22434.1433.55434.7434.02435.0434.48435.1434.95435.32.33% PVI STA: 3+16.40 PVI ELEV: 433.000 K: 17.03LENGTH: 50.00LOW POINT STA: 3+01.70LOW POINT ELEV: 433.12'BVC STA: 2+91.40BVC ELEV: 433.15EVC STA: 3+41.40EVC ELEV: 433.58GRADE BREAK STA = 4+04.20ELEV = 435.050.6% 2.0% EX. CB #4 (PER R-332511), TYPE 1STA 1+96.01, 15.15' LRIM 432.20 12" IE 428.52 (IN-E)12" IE 428.56 (IN-N) 12" IE 428.55 (OUT-S) CB# 8, TYPE 1 STA 3+01.70, 9.65' R 12" IE 429.72 (OUT-S) RIM 432.93 39 LF - 12" @ S=1.00% CB# 7, TYPE 1 STA 2+54.91, 11.58' R 12" IE 429.33 (IN-N) 12" IE 429.33 (OUT-S) RIM 432.83 47 LF - 12" PVC SDR-35 @ S=1.00% CB# 2, TYPE 1 STA 2+07.22, 11.25' R 12" IE 428.86 (IN-E) 12" IE 428.86 (IN-N) 12" IE 428.86 (OUT-S) RIM 432.36 8 LF - 12" PVC SDR-35@ S=1.01% CB# 1, TYPE 1 STA 1+98.02, 11.35' R 12" IE 428.78 (IN-N) 12" IE 428.78 (OUT-W) RIM 432.29 25 LF - 12" PVC SDR-35@ S=1.03% 12" IE 428.52 (IN-E) (REPLACE EXISTING CONC. PIPE WITH NEW PVC)38 LF - 12" PVC SDR-35@ S=32.30% CB# 12, TYPE 2-60" (FS) STA 0+47.12, 13.67' L 12" IE 427.77 (IN-N) 12" IE 427.77 (IN-E) 12" IE 427.87 (OUT-W) 12" IE 427.87 (OUT-S) RIM 432.60X CHELAN AVE NE GRADING/PAVING/STORMWATER PLAN & PROFILE LUA16-000124, SHPL-A CONSTRUCTION PLANS BOUN SHORT PLATPPP-SS-TTTTCITY OF RENTON APPROVED BY:______________________________ DATE:__________ APPROVED BY:______________________________ DATE:__________ APPROVED BY:______________________________ DATE:__________ APPROVED BY:______________________________ DATE:__________ CONTACT phone: 253-301-4157 fax: 253-336-3950 beylerconsulting.com BEYLER CONSULTING OFFICE 7602 Bridgeport Way W Lakewood, WA 98499 Know what's below. before you dig.Call R LOT 5 FFE 437.50 LOT 6FFE 437.50 LOT 7FFE 437.50 CHELAN AVE NE 20 10 0 20 40 SCALE: 1" = 20' TRACT ASTORMWATER/UTILITIES TRACT (SEE SHEET C4 FOR CONTINUATION) SURVEY DATUM VERTICAL DATUM: NAVD88 BENCHMARK:CITY OF RENTON BENCHMARK #RENT159BRASS 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 88°30'08" W EQUIPMENT USED: TOPCON PS 103A TOTAL STATION. STANDARD FIELD TRAVERSE METHODS FOR CONTROL AND STAKING. CHELAN AVE NE PROFILE SCALE: HORIZONTAL: 1"=20' VERTICAL: 1"=5' PROPOSED 8" D.I. WATER MAIN(SEE SHEET C12 FOR DETAILS) EXISTING GRADE @C/L OF ACCESS ROAD PROPOSED GRADE @ C/L OF ACCESS ROAD10'3 C7 4 C7 APPROX. LOCATION OF EXISTING 4"KING COUNTY WD 90 WATER MAIN (REF R-338610 FOR GENERAL LOCATION) APPROX. LOCATION OF EXISTING 8" DUCTILE IRON WATER MAIN(FIELD LOCATED)(REF W-332501) THAMI, ABDERRAHMANE & MAURA E. 1051 CHELAN AVE NE #1023059133 FISHER, SHERRIE M. 1045 CHELAN AVE NE #1023059473 SDC HOMES LLC 1039 CHELAN AVE NE #1023059472 20'APPROX. LOCATION OF EXISTING8" SANITARY SEWER MAIN(FIELD LOCATED)(REF S-332504) PROPOSED 10'LANDSCAPE BUFFER (SEE SHEET LS-1 FOR DETAILS)12'8'5'PROPOSED 8' PLANTER STRIP PROPOSED 5' SIDEWALK 35'23'PROPOSED 23' RIGHTOF WAY DEDICATION (RESIDENTIAL ACCESS ROADWAY) INTERSECTION STA 2+38.29 (CHELAN AVE NE)=STA 20+00.00 (ACCESS EASEMENT)INSTALL 16' RESIDENTIAL DRIVEWAY PER C.O.R. STANDARD DETAIL R1B - 104.3 F/L: 432.66(SEE DRIVEWAY DETAIL SHEET C6) PROPOSED SAWCUT (TYP)BEGIN ROAD IMPROVEMENTSBEGIN LANE TAPER STA 1+54.42, 15.4' R (F/L) SC: 432.45FL: 432.39 END LANE TAPER STA 1+99.39, 12.0' R (F/L)SC: 432.36FL: 432.29 PC STA 2+56.04 CL: 433.03 SC: 432.88FL: 432.82 PRC STA 2+99.74CL: 433.12 PT STA 3+44.32CL: 433.65 END ROAD IMPROVEMENTSSTA 4+04.20 CL: 435.05 PROPOSED 18' RIGHT OF WAY DEDICATION(SEE STREET MODIFICATIONS REQUEST FOR DEFFERAL OF REQUIRED RIGHT OF WAY IMPROVEMENTS)END ROAD IMPROVEMENTSPROPOSED RAMP (SEE RAMP #1 DETAIL SHEET C6)9'PROPOSED CURB & GUTTERREPLACEMENT PER C.O.R.STANDARD DETAIL 103 APPROX. LOCATION OF EXISTING8" SANITARY SEWER MAIN (FIELD LOCATED) (REF S-332504) EXISTING GRADE @ C/L OF ACCESS ROAD PROPOSED GRADE @ C/L OF ACCESS ROAD CHELAN AVE NE PLAN SCALE: 1"=20' LONG, GARY A. & DENISE Y. 1058 CHELAN AVE NE #1023059332 ABBREVIATION KEYSC: EXISTING GRADE ELEVATION @ PROPOSED SAWCUT FL: FINISHED GRADE ELEVATION @ FLOWLINE OF CURBCL: EXISTING/FINISHED GRADE ELEVATION @ CENTERLINE OF ROAD TAPER LENGTH = 45'=(3.4'*25^2)/60 =36' (MIN.) UTILITY NOTE:THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE APPROXIMATEONLY 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 CONSULTINGASSUMES NO LIABILITY FOR THE LOCATION OF UNDERGROUND UTILITIES. CB# 13, TYPE 2-48"STA 0+04.60, 15.12' LRIM 431.85 18" IE 415.08 (IN-E) 12" IE 415.58 (IN-N) 18" IE 414.93 (OUT-W)(CAST IN PLACE) REPLACE EXISTING TYPE 1 CBINSTALL FLOW SPLITTER(SEE DETAIL THIS SHEET)5' ±SAWCUT INTO EXISTING ASPHALT, AS NECESSARY, TO INSTALLSTORM MAIN MODIFICATION 51' ± RIM ELEV = 432.60 OVERFLOW ELEV = 429.37 OUTLET IE = 427.87 BOTTOM ELEV = 424.602' (MIN.)TO DOWNSTREAMNETWORKTO EX. WQFACILITY ORIFICE ELEV = 426.87 ORIFICE SIZING CALCULATIONS:WQ FLOWRATE (PER VUONG T.I.R.) = 0.11 CFSQ=CA(2GH)^0.5,WHERE C=0.62 (PLATE ORIFICE)G=32.2 FT/S^2H=1.5 FTQ=0.11 CFSA=(0.11 CFS)/[0.62*(2*32.2*1.5)^0.5]A=0.0181 FT^2A=πr^2r=(0.0181/π)^0.5 = 0.076D=r*2=0.152'=1.82" RESTRICTOR PLATE W/1.82" (DIAMETER) ORIFICE TO WQ 60" (TYP) SOLID BOTTOM 12" TEE/RISER 27" (MIN.)STANDPIPE BAFFLE TO CONTROL FLOATABLES 2D* BAFFLE TO CONTROLFLOATABLES 30" STANDPIPE TYPE 2-60" CB 0.5' (MIN.)0.5' (MIN.)*NOTE:DIAMETER OF STANDPIPE 2X DIAMETER OFOUTLET PIPE AS STARTING POINT. DIAMETEROF STANDPIPE SHALL BE LARGE ENOUGH TOPASS THE 100-YEAR FLOWS WITHOUTINCREASING WQ FLOWS BY 10% TOP 12" TEE = 429.77 CB# 12 - FLOW SPLITTER DETAIL SCALE: NTS REFERENCE: FIGURE 6.2.5.B KCSWDM SECTION VIEW PLAN VIEW A PORTION OF SECTION 10, TOWNSHIP 23 N., RANGE 05 E., W.M. TED392405 R-392405 42 PIPE SEGMENTS MEASURED FROM CENTER OF STRUCTURE TO CENTER OF STRUCTURE (TYP).6.5' MIN.TRENCH RESTORATION AND OVERLAY SHALL BE PER CITY STANDARDS. 6.5' MIN. WIDTH FOR TRANSVERSE PATCHES. PATCH SHALL EXTEND ACROSS EVERY AFFECTED TRAVEL LANE (NE 10TH STREET) 29.26% 42 29.26% 427.57427.67 427.57 WERE THESE EXISTING INVERTS SURVEYED? IE'S DON'T MATCH CITY RECORD INFO. ADD MATERIAL REQUIREMENTS FROM SECTION 6.5.2.2 AS NOTES FOR THE FLOW SPLITTER STRUCTURE DRIVEWAY WINGS SHALL BE TRIANGULAR AS REDLINED. OUR DETAIL IS IN THE PROCESS OF BEING UPDATED. PER COR STD. PLAN 102 (TYP) 20' PAVED ROADWAY WIDTH. PAVED WIDTH SHOWN IS NOT 20'. SHOW LADDER FOR ACCESS CONFIRM OUTLET IE CURRENT RECORDS TRENCH RESTORATION PER CITY STANDARDS, SEE NOTE ABOVE SPECIFY TYPE OF GRATE THAT WILL BE USED FOR EACH STRUCTURE (TYP). PER CITY RECORD INFO 428.35 26 CHECK INVERTS OF EXISTING CB #4 9 CHECK INVERTS OF EXISTING CB #4 926 SHOW NO PARKING SIGNS FOR THIS PORTION OF CHELAN AVENUE NE (20' SECTION) 0.89% 0.89%48 48 PVC IS NOT A PERMITTED PIPE MATERIAL IN THE PUBLIC RIGHT OF WAY IN THE 2009 KCSWDM AS AMENDED BY THE CITY OF RENTON. PLEASE REFERENCE SECTION 4.2.1 FOR APPROVED PIPE MATERIALS. 0.98% 0.98% 40 40 0.98% 0.98%SHOULD BE 23.5 (10' HALF ROADWAY, 0.5' CURB, 8' PLANTER, 5' SIDEWALK) TO MAINTAIN SEPARATION FROM THE EXISTING SEWER LINE AND TO INCREASE VEHICULAR SAFETY, MAINTAIN ESTABLISHED CURB LINE AS REDLINED AND FILLET INTO PROPOSED RADIUS ANY PROPOSED CHANGES TO THIS STRUCTURE GRATE / LID? 102+00 103+00 104+00 CB# 11 CB# 10 22 LF - 8" CL 52 D.I.P.@ S=0.54% 190 LF - 12" CL 52 D.I.P. @ S=0.50% CB# 9 16 LF - 12" CL 52 D.I.P.@ S=0.56% 425 430 435 440 445 450 425 430 435 440 445 450 102+00 103+00 104+00 104+40438.9439.0439.0438.32438.9438.26438.9438.26438.8438.25438.7438.15438.5438.01438.4437.85438.1437.60437.9437.35437.6437.06437.316 LF - 12" CL 52 D.I.P.@ S=0.56% CB# 9, TYPE 1 STA 103+94.47, 26.25' L 12" IE 434.99 (IN-S) 12" IE 434.99 (OUT-NW) RIM 437.16 190 LF - 12" CL 52 D.I.P. @ S=0.50% CB# 10, TYPE 1 STA 1+94.21, 315.41' R 8" IE 435.93 (IN-S) 12" IE 435.93 (OUT-N) RIM 438.38 22 LF - 8" CL 52 D.I.P.@ S=0.54% CB# 11, TYPE 1 STA 1+70.48, 309.41' R 8" IE 436.05 (OUT-N) RIM 437.75 FL: 437.05TBC: 437.55 FL: 437.12TBC: 437.62 SW: 437.90 SW: 437.85 SW: 437.78 SW: 437.67 7.8%8.0%1.5%1.5%1 . 8% 7 . 4% 1.4% 1.0% SW: 435.38 SW: 435.45 SW: 435.53 SW: 435.45 FL: 434.84 FL: 434.72 7.7%7.2%1.5%1.5%1.5%2.1%1.5% 7 . 4% 433 434 FL: 432.58TBC: 432.75FL: 432.53TBC: 433.03 FL: 432.74TBC: 432.91 FL: 432.79TBC: 433.29 SW: 433.27SW: 433.19 SW: 433.43 SW: 433.45 SW: 433.27 SW: 433.35 SW: 433.50 SW: 433.538.0%8.0%1.5%1.5%1.6%1.5%0.4% 6 . 6%2.0%0.5% 1. 3 %2.0%5.6%1.3% 1.3%0.0%BOUN SHORT PLATDUVALL AVE NE GRADING/PAVING/STORMWATER PLAN & PROFILE LUA16-000124, SHPL-A CONSTRUCTION PLANS BOUN SHORT PLATPPP-SS-TTTTCITY OF RENTON APPROVED BY:______________________________ DATE:__________ APPROVED BY:______________________________ DATE:__________ APPROVED BY:______________________________ DATE:__________ APPROVED BY:______________________________ DATE:__________ CONTACT phone: 253-301-4157 fax: 253-336-3950 beylerconsulting.com BEYLER CONSULTING OFFICE 7602 Bridgeport Way W Lakewood, WA 98499 Know what's below. before you dig.Call R 5 C7 SURVEY DATUM VERTICAL DATUM: NAVD88 BENCHMARK:CITY OF RENTON BENCHMARK #RENT159BRASS 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 88°30'08" W EQUIPMENT USED: TOPCON PS 103A TOTAL STATION. STANDARD FIELD TRAVERSE METHODS FOR CONTROL AND STAKING. 20 10 0 20 40 SCALE: 1" = 20' DUVALL AVE NE PROFILE SCALE: HORIZONTAL: 1"=20' VERTICAL: 1"=5' RAMP #2 DETAIL SCALE: 1"=5' ABBREVIATION KEY SW: FINISHED GRADE ELEVATION @ TOP OF SIDEWALK FL: FINISHED GRADE ELEVATION @ FLOWLINE OF CURBTBC: FINISHED GRADE ELEVATION @ TOP BACK OF CURB LOT 1FFE 438.50 LOT 2FFE 437.00 LOT 3 FFE 437.50 LOT 4FFE 437.50 10'PROPOSED 10'LANDSCAPE BUFFER(SEE SHEET LS-1 FORDETAILS) 5'8'27'11'11'5'5' TRANSITIONFROM 5' SIDEWALKTO 8' SIDEWALK 8'2'LONG, GARY A. & DENISE Y. 1058 CHELAN AVE NE #1023059332 PROPOSED 3.5' RIGHT OF WAYDEDICATION 3.5'DUVALL AVE NE (PRINCIPLE ARTERIAL ROADWAY)45.5'EXISTING GRADE @C/L OF ROAD PROPOSED GRADE @F/L OF CURB EXISTING GRADE @ C/L OF ROAD PROPOSED GRADE @F/L OF CURB OUTLETIE 434.9 PROPOSED 8'Lx7'WROCKLINING PAD(SEE ROCK LINE DETAILTHIS SHEET) BEGIN ROAD IMPROVEMENTSBEGIN TRAVEL LANE TAPERSTA 101+51.15, 12.0' L & 24.1' L END TRAVEL LANE TAPER STA 102+01.17, 11.0' L & 22.0' L TAPER LENGTH = 50' =(1'*35^2)/60 =21' (MIN.) END ROAD IMPROVEMENTSEND TRAVEL LANE TAPERSTA 104+56.92, 12.0' L & 24.5' L TAPER LENGTH = 55' =(2.5'*35^2)/60=51' (MIN.) BEGIN TRAVEL LANE TAPERSTA 104+01.92, 11.0' L & 22.0' L DUVALL AVE NE PLAN SCALE: 1"=20' BEGIN CURB & GUTTER REPLACEMENT STA 101+77.81, 33.0' L FL: 437.68 (MATCH EXISTING) 20' BEGIN CURB TAPER STA 101+81.17, 33.0' LFL: 437.70 END CURB TAPERSTA 102+01.17, 27.0' L FL: 438.18 PROPOSED RAMP (SEE RAMP DETAIL #2 THIS SHEET) END CURB & GUTTER REPLACEMENT/BEGIN ASPHALT WEDGE CURBTRANSITION STA 104+01.92, 27.0' LFL: 437.03 END ASPHALT WEDGE CURBTRANSITIONSTA 104+11.92, 31.3' LFL: 436.37 (MATCH EXISTING)3'PROPOSED 8'PLANTER STRIP(TYP) PROPOSED 8' SIDEWALK (TYP) PROPOSEDSAWCUT (TYP) 5'8'8.5'A A ROCK LINING DETAIL SCALE: NTS PLAN VIEW SECTION A-A 8'7'7' 3'1'3'1' (MIN.)1' (MIN.)12" OUTLETIE 434.9 PROPOSED ROCK LINING (SEE ROCK LINING GRADATION NOTE) ROCK LINING GRADATION NOTE: ROCK LINING SHALL BE QUARRY SPALLS WITH GRADATION AS FOLLOWSlPASSING 8-INCH SQUARE SIEVE: 100%PASSING 3-INCH SQUARE SIEVE: 40 TO 60% MAXIMUMPASSING 3/4-INCH SQUARE SIEVE: 0 TO 10% MAXIMUM TOP OF ROCK LINING: 436.9 OUTLET IE: 434.9 BOTTOM OF ROCK LINING: 433.9 UTILITY NOTE: THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE APPROXIMATE ONLY AND HAVE NOT BEEN INDEPENDENTLY VERIFIED BY THE OWNER ORITS 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.8'5'5' RAMP #1 DETAIL SCALE: 1"=5' CHELAN AVE NE (RESIDENTIAL LIMITED ACCESS ROADWAY) PROPOSED5' SIDEWALK PROPOSED 8' PLANTER CHELAN AVE NE (RESIDENTIAL ACCESS ROADWAY) 16'6'6'8'5'SCALE: 1" = 5' 2.55 0 5 SCALE: 1" = 5' 2.55 0 5 DRIVEWAY DETAIL SCALE: 1"=5' PROPOSED5' SIDEWALK PROPOSED8' PLANTER DEPRESSED CURB & GUTTER ABBREVIATION KEYSW: FINISHED GRADE ELEVATION @ TOP OF SIDEWALKFL: FINISHED GRADE ELEVATION @ FLOWLINE OF CURBTBC: FINISHED GRADE ELEVATION @ TOP BACK OF CURB ABBREVIATION KEY SW: FINISHED GRADE ELEVATION @ TOP OF SIDEWALKFL: FINISHED GRADE ELEVATION @ FLOWLINE OF CURBTBC: FINISHED GRADE ELEVATION @ TOP BACK OF CURB A PORTION OF SECTION 10, TOWNSHIP 23 N., RANGE 05 E., W.M. TED392406 R-392406 DUVALL AVENUE NE FROM NE 10TH STREET TO NE SUNSET BOULEVARD IS BEING IMPROVED AS PART OF A CITY CAPITAL IMPROVEMENT PROJECT (CIP). AS PART OF THE DUVALL AVENUE NE PROJECT A NEW 0.5 CURB, 3.5' PLANTER, AND 6' SIDEWALK IS PROPOSED ALONG THE PROJECT FRONTAGE. NO RIGHT OF WAY DEDICATION IS REQUIRED FOR THESE IMPROVEMENTS. CITY STAFF IS IN SUPPORT OF A FEE-IN-LIEU OF FRONTAGE IMPROVEMENTS ALONG DUVALL AVENUE NE AND HAVING THE CITY CIP CONTRACTOR INSTALL THESE IMPROVEMENTS AS PART OF THEIR PROJECT. A FEE-IN-LIEU OF REQUIRED STREET FRONTAGE IMPROVEMENTS IS PERMITTED FOR SHORT PLATS BY RMC 4-9-060. THE FEE-IN-LIEU AMOUNT IS $116/LF OF FRONTAGE. SHOW TRIANGULAR WINGS FOR DRIVEWAY BOUN SHORT PLAT& TYPICAL ROAD SECTIONS GRADING/PAVING/STORMWATER NOTES LUA16-000124, SHPL-A CONSTRUCTION PLANS BOUN SHORT PLATPPP-SS-TTTTCITY OF RENTON APPROVED BY:______________________________DATE:__________ APPROVED BY:______________________________ DATE:__________ APPROVED BY:______________________________ DATE:__________ APPROVED BY:______________________________ DATE:__________ CONTACT phone: 253-301-4157 fax: 253-336-3950 beylerconsulting.com BEYLER CONSULTING OFFICE 7602 Bridgeport Way W Lakewood, WA 98499 Know what's below. before you dig.Call REX. R.O.W.R.O.W. C/LEXISTING ROADCROWN @ ROW C/L 3.5'PROPOSED R.O.W. DEDICATIONEX. EDGE OF ASPHALTEXISTING 12' SOUTHBOUNDLANE EXISTING DOUBLEYELLOW CENTERLINE 12'±12'± PROPOSED 11'SOUTHBOUNDLANE PROPOSED 11'SOUTHBOUND LANE 11'11'5' PROPOSED5' BIKELANE EXISTINGDITCH 3' PROPOSEDSAWCUT 8' PLANTER 2' 8' SIDEWALK 1.5% BOUN SHORT PLAT (ON-SITE GRADING) 2%± DUVALL AVENUE NE TYPICAL ROAD SECTION SCALE: N.T.S. 5 C7 2% 7.5'± PROPOSED 2' ASPHALT WEDGE ACCESS EASEMENT TYPICAL ROAD SECTION SCALE: N.T.S. 2 C7 ACCESS ROAD C/L2% 16' PAVED ROADWAY 20' ACCESS EASEMENT VARIESVARIES 2' 4'ACCESS EASEMENTACCESS EASEMENTCHELAN PLACE NE TYPICAL ROAD SECTION SCALE: N.T.S. 1 C7 ROW C/L2% 16' PAVED ROADWAY 20' ROW DEDICATION 4" HMA CL 12"(PG 64-22) (MIN.) 6" CSTC 4" HMA CL 12"(PG 64-22) (MIN.) 6" CSTC COMPACT SUBGRADE TO ACHIEVE 95% OF MAXIMUMDENSITY STANDARD PROCTOR 2%2%2% COMPACT SUBGRADE TOACHIEVE 95% OF MAXIMUMDENSITY STANDARD PROCTOR 2'8'8'2'EX. R.O.W.R.O.W. C/LEXISTINGROAD CROWN@ ROW C/L EX. EDGE OF ASPHALT15.8'± EXISTING PAVEMENT 5'± EXISTING 5' WALK 8' PLANTER 5' SIDEWALK 2%± CHELAN AVE NE TYPICAL ROAD SECTION (47' ROW) SCALE: N.T.S.(STA 1+99.39 TO STA 2+56.04) 3 C7 EX. R.O.W.12'± EXISTINGPAVEMENT 2%±2% 3' 1.5% 27.8'± PAVED ROADWAY BOUN SHORT PLAT (ON-SITE GRADING) 9' 1.5% (MIN.) 21.5'25.5'PROPOSED SAWCUT4" HMA CL 12"(PG 64-22) (MIN.) 6" CSTC COMPACT SUBGRADE TOACHIEVE 95% OF MAXIMUMDENSITY STANDARD PROCTOR PROPOSED CURB & GUTTER(PER COR DETAIL 101)PROPOSED 3' SAWCUT PROPOSED R.O.W. DEDICATIONEX. R.O.W.8' PLANTER 5' SIDEWALK 12' 23' RIGHT OF WAY DEDICATION 2%EX. R.O.W.20' PAVED ROADWAY (MIN.) 1.5% BOUN SHORT PLAT (ON-SITE GRADING)1.5' PROPOSED CURB & GUTTER(PER COR DETAIL 101) 1.5% (MIN.) TIE IN TO EXISTING GRADE @ 2:1 (MAX.) 4" HMA CL 12"(PG 64-22) (MIN.) 6" CSTC COMPACT SUBGRADE TOACHIEVE 95% OF MAXIMUMDENSITY STANDARD PROCTOR CHELAN AVE NE TYPICAL ROAD SECTION (35' ROW) SCALE: N.T.S.(STA 3+27.79 TO STA 4+04.20) 4 C7 PROPOSED ROAD C/L11.5' 10'10' 31.5'± EXISTING PAVEMENT PROPOSED CURB & GUTTER(PER COR DETAIL 101) 1.5% (MIN.) 7" HMA CL 12"(PG 64-22) (MIN.) (MATCH EXISTING THICKNESS IF GREATER PER COR DETAIL 103) 6" CSTC(MATCH EXISTING THICKNESS IFGREATER PER COR DETAIL 103) COMPACT SUBGRADE TO ACHIEVE 95% OF MAXIMUMDENSITY STANDARD PROCTOR 45.5' EXISTING 12' SOUTHBOUND LANE 2% (TYP.) TRENCH NOTE 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 CONTRACTORALONE SHALL BE RESPONSIBLE FOR WORKERS SAFETY ANDBEYLER CONSULTING ASSUMES NO RESPONSIBILITY. ALL TRENCH SAFETY SYSTEMS SHALL MEET THE REQUIREMENTS OF THE WASHINGTON INDUSTRIAL SAFETY AND HEALTH ACT, CHAPTER 49.17 RCW. 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 OFALL 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 UNDERGROUNDUTILITIES. UTILITY NOTE 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. FILL SPECIFICATION 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 WITHTHE RENTON MUNICIPAL CODE (RMC), THE LATEST EDITION OF THE STANDARD SPECIFICATIONS FOR ROAD, BRIDGE AND MUNICIPALCONSTRUCTION PREPARED BY WSDOT AND THE AMERICAN PUBLICWORKS ASSOCIATION (APWA), AS AMENDED BY THE CITY OFRENTON PUBLIC WORKS DEPARTMENT. IT SHALL BE THE SOLE RESPONSIBILITY OF THE APPLICANT AND THE PROFESSIONAL CIVIL ENGINEER TO CORRECT ANY ERROR, OMISSION OR VARIATION FROMTHE ABOVE REQUIREMENTS FOUND IN THIS PLANS, ALLCORRECTIONS SHALL BE AT NO ADDITIONAL COST TO THE CITY. 4. APPROVAL OF THIS ROAD, GRADING, PARKING AND DRAINAGE PLANDOES NOT CONSTITUTE AN APPROVAL OF ANY OTHERCONSTRUCTION (E.G. DOMESTIC WATER CONVEYANCE, SEWERCONVEYANCE, GAS, ELECTRICAL. ETC.)THE SURFACE WATER DRAINAGE SYSTEM SHALL BE CONSTRUCTED ACCORDING TO THEAPPROVED PLANS, WHICH ARE ON FILE IN WITH THE CITY. ANYDEVIATION FROM THE APPROVED PLANS WILL REQUIRE WRITTENAPPROVAL FROM THE CITY OF RENTON PUBLIC WORKS DEPARTMENT, SURFACE WATER UTILITY SECTION. 5. A COPY OF THESE APPROVED PLANS MUST BE ON THE JOB SITEWHENEVER CONSTRUCTION IS IN PROGRESS. 6. GRADING ACTIVITIES (SITE ALTERATION) ARE LIMITED TO THEHOURS OF 7 A.M. TO 7 P.M. MONDAY THROUGH SATURDAY AND NOWORK 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 TOOBTAIN ALL CONSTRUCTION EASEMENTS NECESSARY BEFOREINITIATING OFF-SITE WORK. EASEMENTS REQUIRE CITY REVIEW AND APPROVAL PRIOR TO CONSTRUCTION. 8. FRANCHISED UTILITIES OR OTHER INSTALLATIONS THAT ARE NOTSHOWN ON THESE APPROVED PLANS SHALL NOT BE CONSTRUCTED UNLESS AN APPROVED SET OF PLANS THAT MEET ALLREQUIREMENTS OF CHAPTER 4 OF THE 2009 KING COUNTY SURFACEWATER DESIGN MANUAL ARE SUBMITTED TO THE CITY OF RENTON. 9. DATUM SHALL BE NAVD 88 UNLESS OTHERWISE APPROVED BY THECITY OF RENTON. REFERENCE BENCHMARK AND ELEVATIONS ARENOTED ON THE PLANS. 10. ANY DEWATERING SYSTEM NECESSARY FOR THE CONSTRUCTION OF STORMWATER FACILITIES MUST BE SUBMITTED TO THE CITY FORREVIEW AND APPROVAL. 11. ALL UTILITY TRENCHES AND ROADWAY SUBGRADE SHALL BE BACKFILLED AND COMPACTED TO 95 PERCENT DENSITY, STANDARDPROCTOR. 12. OPEN CUTTING OF EXISTING ROADWAYS FOR NON-FRANCHISED UTILITY OR STORM DRAINAGE WORK IS NOT ALLOWED UNLESSSPECIFICALLY APPROVED BY THE CITY OF RENTON AND NOTED ONTHESE APPROVED PLANS. ANY OPEN CUT SHALL BE RESTORED IN ACCORDANCE WITH THE CITY OF RENTON TRENCH RESTORATION STANDARDS. 13. ALL SEDIMENTATION/EROSION FACILITIES MUST BE IN OPERATION PRIOR TO CLEARING AND BUILDING CONSTRUCTION, AND THEY MUST BE SATISFACTORILY MAINTAINED UNTIL CONSTRUCTION ISCOMPLETED AND THE POTENTIAL FOR ON-SITE EROSION HASPASSED. 14. ALL RETENTION/DETENTION FACILITIES MUST BE INSTALLED AND INOPERATION PRIOR TO OR IN CONJUNCTION WITH ALLCONSTRUCTION ACTIVITY UNLESS OTHERWISE APPROVED BY THEPUBLIC WORKS DEPARTMENT, SURFACE WATER UTILITY SECTION. 15. ALL PIPE AND APPURTENANCES SHALL BE LAID ON A PROPERLYPREPARED FOUNDATION IN ACCORDANCE WITH THE CURRENT STATEOF WASHINGTON STANDARD SPECIFICATION FOR ROAD AND BRIDGE CONSTRUCTION. THIS SHALL INCLUDE NECESSARY LEVELING OF THETRENCH BOTTOM OR THE TOP OF THE FOUNDATION MATERIAL, ASWELL 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, UNYIELDINGBASE. ALL PIPE BEDDING SHALL BE APWA CLASS “C”, WITH THEEXCEPTION OF PVC PIPE. 16. STEEL PIPE SHALL BE ALUMINIZED, OR GALVANIZED WITH ASPHALTTREATMENT #1 OR BETTER INSIDE AND OUTSIDE. 17. ALL DRAINAGE STRUCTURES, SUCH AS CATCH BASINS AND MANHOLES SHALL HAVE SOLID LOCKING LIDS. ALL DRAINAGESTRUCTURES ASSOCIATED WITH A PERMANENTRETENTION/DETENTION FACILITY SHALL HAVE SOLID LOCKING LIDS. 18. BUILDING AND OTHER STRUCTURES SHALL BE PLACED INACCORDANCE WITH RENTON MUNICIPAL CODE TABLE 4-2-110ASETBACKS LINES. 19. ALL CATCH BASIN GRATES SHALL BE DEPRESSED 0.10 FEET BELOWPAVEMENT LEVEL. 20. ALL DRIVEWAY CULVERTS LOCATED WITHIN CITY OF RENTON RIGHT-OF-WAY SHALL BE OF SUFFICIENT LENGTH TO PROVIDE AMINIMUM 3:1 SLOPE FROM THE EDGE OF THE DRIVEWAY TO THEBOTTOM OF THE DITCH. ROCK FOR EROSION PROTECTION OFROADSIDE DITCHES, WHERE REQUIRED, SHALL BE OF SOUND QUARRY ROCK PLACED TO A DEPTH OF ONE (1) FOOT AND MUSTMEET THE FOLLOWING SPECIFICATIONS: 4 - 8 INCH ROCK / 40 - 70% PASSING; 2 - 4 INCH ROCK / 30 - 40% PASSING; AND LESS THAN 2 INCH ROCK / 10 - 20% PASSING. 21. ALL BUILDING DOWNSPOUTS AND FOOTING DRAINS SHALL BE CONNECTED TO THE STORM DRAINAGE SYSTEM, UNLESS APPROVEDBY THE CITY PLAN REVIEWER OR SURFACE WATER UTILITY SECTION.AN ACCURATELY DIMENSIONED, CERTIFIED AS-BUILT DRAWING OFTHIS DRAINAGE SYSTEM WILL BE SUBMITTED TO THE CITY UPON COMPLETION. 22. DRAINAGE OUTLETS (STUB-OUTS) SHALL BE PROVIDED FOR EACHINDIVIDUAL LOT, EXCEPT FOR THOSE LOTS APPROVED FOR INFILTRATION BY THE CITY. STUB-OUTS SHALL CONFORM TO THEFOLLOWING: A. EACH OUTLET SHALL BE SUITABLY LOCATED AT THE LOWESTELEVATION ON THE LOT, SO AS TO SERVICE ALL FUTURE ROOFDOWNSPOUTS AND FOOTING DRAINS, DRIVEWAYS, YARD DRAINS, AND ANY OTHER SURFACE OR SUBSURFACE DRAINS NECESSARY TO RENDER THE LOTS SUITABLE FOR THEIR INTENDED USE. EACHOUTLET 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 AFIVE-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 SURFACEWATER DESIGN MANUAL AND, IF NON-METALLIC, THE PIPE SHALLBE PLACED IN A TRENCH WITH A TRACING WIRE ABOVE OR OTHERACCEPTABLE 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 CONVEYANCELINES WITH RESPECT TO OTHER UTILITIES (E.G. POWER, GAS,TELEPHONE, TELEVISION). F. ALL INDIVIDUAL STUB-OUTS SHALL BE PRIVATELY OWNED ANDMAINTAINED BY THE LOT HOME OWNER. G. STORM DRAINAGE PIPE SYSTEMS SHALL NOT PENETRATE BUILDINGFOUNDATIONS, 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 THEMOISTURE CAPACITY OF THE SOIL, OR; AMENDED SOIL SHALL BEADDED TO MAINTAIN THE MOISTURE CAPACITY. 24. PROOF OF LIABILITY INSURANCE SHALL BE SUBMITTED TO THE CITYPRIOR TO CONSTRUCTION PERMIT ISSUANCE. 25. ISSUANCE OF THE BUILDING OR CONSTRUCTION PERMITS BY THE CITY OF RENTON DOES NOT RELIEVE THE OWNER OF THECONTINUING LEGAL OBLIGATION AND/OR LIABILITY CONNECTEDWITH STORM SURFACE WATER DISPOSITION. FURTHER, THE CITY OFRENTON DOES NOT ACCEPT ANY OBLIGATION FOR THE PROPER FUNCTIONING AND MAINTENANCE OF THE SYSTEM PROVIDEDDURING 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 INTERRUPTNORMAL TRAFFIC FLOW SHALL REQUIRE A TRAFFIC CONTROL PLANAPPROVE BY THE PUBLIC WORKS DEPARTMENT, TRANSPORTATION SYSTEMS DIVISION. ALL SECTIONS OF THE WSDOT STANDARDSPECIFICATIONS 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). SURFACE WATER STANDARD PLAN NOTES TYPICAL MAINTENANCE ACCESS ROAD SECTION SCALE: NTS 12'-15' GRAVEL ACCESS ROAD SLOPE VARIES (12% MAX.)2:1 TI E I N (MAX) 2:1 T I E I N (MA X ) 2" CRUSHED SURFACING TOP COURSE (CSTC) 4" CRUSHED SURFACINGBASE COURSE (CSBC) 6 C7 A PORTION OF SECTION 10, TOWNSHIP 23 N., RANGE 05 E., W.M. TED392407 R-392407 16' 12' 6'6' (LOOKING NORTH) GRAVEL ACCESS ROAD SHALL BE 4" CSTC OVER 6" QUARRY SPALLS WITH A GEOTEXTILE FABRIC IN BETWEEN C4 C4 LABEL HEIGHT OF ASPHALT WEDGE 16' 12' C5 PER COR STD. PLAN 102 C5 C8 PER ASSESSOR'S MAP, EXISTING RIGHT OF WAY WIDTH IS 35' PER COR STD. PLAN 102 (TYP) UPDATE PER SHEET C5 TRACT A 7,253 SF 21+00 21+96 43443643843851+00100+00 100+50 101+00 101+29 200+00200+49BV:423.47 BV:423.10 BV:423.30 B/V:423.03B/V:422.66 B/V:422.86 BV:423.10 BV:423.30 BV:423.47 BV:429.12 BV:429.12 BV:429.30 BV:429.12 BV:429.30 BV:429.30 FG :436.30 FG :436.30 FG :436.22 FG :436.80 FG :439.33FG :435.83 FG :437.85 FG :437.58 FG :437.71 FG :437.59 FG :438.70 FG :438.04 415 420 425 430 435 440 445 415 420 425 430 435 440 445 100+00 100+50 101+00 101+40431.8435.76432.1436.24432.6436.64433.1437.00433.7437.40434.1437.73434.3437.76434.5437.76434.8437.72435.0437.39435.3437.21436.1437.00436.5436.97TO CB# 2 12" INLET IE 427.30 BOTTOM OF WQ/TOP OF SEDIMENT STORAGE = 424.3 TOP OF WQ/BOTTOM OF DETENTION = 429.3 TOP OF DETENTION = 433.8 B/V:423.03B/V:422.66 B/V:422.86 PROPOSED FLOW RESTRICTOR(SEE FLOW RESTICTOR DETAILSHEET C9) 9 LF - 12" PVC SDR-35@ S = 2.20% CB #3, TYPE 2-48" RIM 437.18 12" IE 427.50 (IN-N) 12" IE 427.50 (OUT-W) 34'73.5' INTERIOR WATER QUALITY VAULT LENGTH = 107.5' T/V:434.3T/V:434.3 STD. GALVANIZED HANDHELDS, STEPS OR LADDER (TYP.)12"EXISTING GRADE ALONG VAULT SECTION LINE(TYP) PROPOSED GRADE ALONG VAULTSECTION LINE (TYP) PROPOSED GRADE ALONG ACCESS ROAD CENTERLINE (TYP)1' (MIN.)EXISTING GRADE ALONGVAULT SECTION LINE(TYP) PROPOSED GRADE ALONG VAULTSECTION LINE (TYP) 0.5%0.5% 12' PROPOSED 12' GRAVELMAINTENANCE ACCESS ROAD 10'X5 GRATED LOCKING ACCESS PANELWITH 3'X3' ACCESS HATCH. LADDER TO BELOCATED DIRECTLY BELOW ACCESS HATCH.(STEEL BAR GRATING OR EQUIV. SEE STRUCTURAL PLANS FOR DETAILS) 10'X5 GRATED LOCKING ACCESS PANEL WITH 3'X3' ACCESS HATCH. LADDER TO BELOCATED DIRECTLY BELOW ACCESS HATCH.(STEEL BAR GRATING OR EQUIV. SEESTRUCTURAL PLANS FOR DETAILS) 10'X5 GRATED LOCKING ACCESS PANELWITH 3'X3' ACCESS HATCH. LADDER TO BE LOCATED DIRECTLY BELOW ACCESS HATCH. (STEEL BAR GRATING OR EQUIV. SEESTRUCTURAL PLANS FOR DETAILS) 415 420 425 430 435 440 445 415 420 425 430 435 440 445 200+00 200+50 200+60434.7434.72434.5436.79434.8438.01435.2439.09435.6439.38SEDIMENT STORAGE = 424.3 TOP OF WQ/BOTTOM OF DETENTION = 429.3 TOP OF DETENTION = 433.8 1' (MIN.) AVERAGESEDIMENT STORAGESTD. GALVANIZED HANDHELDS, STEPS OR LADDER (TYP.) 1.0% 5.0%5.0% B/V:423.47 B/V:423.47B/V:423.03 B/V:429.12 B/V:429.30 T/V:434.3T/V:434.3 17.25'17.25' TOTAL VAULT WIDTH = 34.5' DETENTION ONLY 12"10'X5 GRATED LOCKING ACCESS PANEL WITH 3'X3' ACCESS HATCH. LADDER TO BELOCATED DIRECTLY BELOW ACCESS HATCH.(STEEL BAR GRATING OR EQUIV. SEESTRUCTURAL PLANS FOR DETAILS) 10'X5 GRATED LOCKING ACCESS PANELWITH 3'X3' ACCESS HATCH. LADDER TO BELOCATED DIRECTLY BELOW ACCESS HATCH. (STEEL BAR GRATING OR EQUIV. SEE STRUCTURAL PLANS FOR DETAILS) P/L 8'PROPOSEDROCKERY EXISTING GRADE ALONG VAULT SECTION LINE (TYP) PROPOSED GRADE ALONG VAULT SECTION LINE (TYP) EXISTING GRADE ALONG VAULT SECTION LINE (TYP) PROPOSED GRADE ALONG VAULTSECTION LINE (TYP)BMLSTORMWATER DETENTION & WATER QUALITY VAULT LUA16-000124, SHPL-A CONSTRUCTION PLANS BOUN SHORT PLATPPP-SS-TTTTKnow what's below. before you dig.Call R PROPOSED DETENTION/WQ VAULT (3,709 SF)34.5'107.5'CHELAN AVENUE NE(RESIDENTIAL ACCESS STREET)ACCESS ROAD (ALLEY) C H E L A N P L A C E N E ( A L L E Y ) PROPOSED ROCKERY 3.5' (MAX.) (SEE SHEET C4 FOR DETAILS)16'20'PROPERTY LINE 12' 12" VENTILATION PIPE WITH METAL COVER(3 CORNERS)(TYP) 10'X5 GRATED LOCKING ACCESS PANEL WITH 3'X3'ACCESS HATCH. LADDER TO BE LOCATED DIRECTLYBELOW ACCESS HATCH. (STEEL BAR GRATING OREQUIV. SEE STRUCTURAL PLANS FOR DETAILS) 10'X5 GRATED LOCKING ACCESS PANELWITH 3'X3' ACCESS HATCH. LADDER TO BELOCATED DIRECTLY BELOW ACCESS HATCH. (STEEL BAR GRATING OR EQUIV. SEE STRUCTURAL PLANS FOR DETAILS)17.25'17.25'STRUCTURAL NOTES 1. THESE PLANS ARE APPROVED FOR STANDARD ROAD AND DRAINAGE IMPROVEMENTS ONLY. PLANS FOR STRUCTURES SUCH AS BRIDGES,VAULTS, AND RETAINING WALLS REQUIRE A SEPARATE REVIEW AND APPROVAL BY CITY OF RENTON BUILDING DEPARTMENT PRIOR TO CONSTRUCTION.2. ROCKERIES ARE CONSIDERED TO BE A METHOD OF BANK STABILIZATION AND EROSION CONTROL. ROCKERIES SHALL NOT BECONSTRUCTED TO SERVE AS RETAINING WALLS. ALL ROCKERIES INCITY RIGHT-OF-WAY SHALL BE CONSTRUCTED IN ACCORDANCE WITH COR STANDARDS. ROCKERIES OUTSIDE OF ROAD RIGHT-OF-WAY SHALLBE CONSTRUCTED IN ACCORDANCE WITH THE INTERNATIONAL BUILDING CODE. VENTILATION REQUIREMENTS REQUIRED VENTILATION: 4% OF SECOND CELL SURFACE AREA = 0.04*73.5*17.25 = 51 SF PROVIDED VENTILATION: (2) 5X10 GRATED ACCESS PANELS = 100 SF ACCESS REQUIREMENTS 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 NEEDEDTO MEET OSHA CONFINED SPACE REQUIREMENTS. VAULTSPROVIDING MANHOLE ACCESS AT 12-FOOT SPACING NEED NOTPROVIDE 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 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. 6. THE MAXIMUM DEPTH FROM FINISHED GRADE TO THE VAULT INVERT SHALL BE 20 FEET. 7. INTERNAL STRUCTURAL WALLS OF LARGE VAULTS SHALL BE PROVIDED WITH OPENINGS SUFFICIENT FOR MAINTENANCE 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. EXCEPTIONS:• CONCRETE VAULTS MAY BE A MINIMUM 3 FEET IN HEIGHT ANDWIDTH IF USED AS TANKS WITH ACCESS MANHOLES AT EACHEND, AND IF THE WIDTH IS NO LARGER THAN THE HEIGHT. • THE MINIMUM INTERNAL HEIGHT REQUIREMENT MAY BE WAIVED FOR ANY AREAS COVERED BY REMOVABLE PANELS. 9. VENTILATION PIPES (MINIMUM 12-INCH DIAMETER OR EQUIVALENT) SHALL BE PROVIDED IN ALL FOUR CORNERS OF VAULTS TO ALLOW FOR ARTIFICIAL VENTILATION PRIOR TO ENTRY OF MAINTENANCE PERSONNEL INTO THE VAULT. CITY OF RENTON APPROVED BY:______________________________ DATE:__________ APPROVED BY:______________________________ DATE:__________ APPROVED BY:______________________________ DATE:__________ APPROVED BY:______________________________ DATE:__________ CONTACT phone: 253-301-4157 fax: 253-336-3950 beylerconsulting.com BEYLER CONSULTING OFFICE 7602 Bridgeport Way W Lakewood, WA 98499 10 5 0 10 20 SCALE: 1" = 10' DETENTION/WQ VAULT PLAN SCALE: 1"=10' DETENTION/WQ VAULT SECTION A-A SCALE: HORIZONTAL: 1"=10' VERTICAL: 1"=5' B B A A DETENTION/WQ VAULT SECTION B-B SCALE: HORIZONTAL: 1"=10' VERTICAL: 1"=5' 6 C7 ABBREVIATION KEY B/V: FINISHED GRADE ELEVATION @ BOTTOM OF VAULT (INTERIOR)T/V: FINISHED GRADE ELEVATION @ TOP OF VAULT (INTERIOR) ABBREVIATION KEY B/V: FINISHED GRADE ELEVATION @ BOTTOM OF VAULT (INTERIOR) T/V: FINISHED GRADE ELEVATION @ TOP OF VAULT (INTERIOR) ABBREVIATION KEYBV: FINISHED GRADE ELEVATION @ BOTTOM OF VAULT (INTERIOR)FG: FINISHED GRADE ELEVATION @ TOP OF GRAVEL ACCESS ROAD 6 C7 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 ANDPRESERVE ANY AND ALL UNDERGROUND UTILITIES. BEYLER CONSULTINGASSUMES NO LIABILITY FOR THE LOCATION OF UNDERGROUND UTILITIES. A PORTION OF SECTION 10, TOWNSHIP 23 N., RANGE 05 E., W.M. TED392408 R-392408 PUBLIC STORM DRAINAGE EASEMENT TO COVER ALL OF TRACT A LABEL STORAGE REQUIRED AND STORAGE PROVIDED FOR BOTH DETENTION AND WATER QUALITY 16'12'PER SECTION 5.3.3.1 OF THE KCSWDM, VAULTS SHALL HAVE A MINIMUM INTERNAL HEIGHT OF 7'. MAY BE 3' IF USED AS TANKS WITH ACCESS MANHOLES AT EACH END 10 2.00% BOUN SHORT PLATSTORMWATER NOTES AND DETAILS LUA16-000124, SHPL-A CONSTRUCTION PLANS BOUN SHORT PLATPPP-SS-TTTTKnow what's below. before you dig.Call R VAULT FLOW RESTRICTOR DETAIL SCALE: VARIES 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 CLEANOUTGATE. C. FRAME IS CLEAR OF CURB.4. IF METAL OUTLET PIPE CONNECTS TO CEMENT CONCRETEPIPE: OUTLET PIPE TO HAVE SMOOTH O.D. EQUAL TOCONCRETE PIPE I.D. LESS 1/4". 5. PROVIDE AT LEAST ONE 3" X 9 GAUGE SUPPORT BRACKET ANCHORED TO CONCRETE WALL WITH 5/8 IN. STAINLESSSTEEL EXPANSION BOLTS OR EMBEDDED SUPPORTS 2 IN.INTO M/H WALL. (MAXIMUM 3'-0" VERTICAL SPACING)6. LOCATE ELBOW RESTRICTOR(S) AS NECESSARY TO PROVIDE MINIMUM CLEARANCE AS SHOWN. ELBOW RESTRICTOR DETAIL SCALE: NTS2"MIN.6"MIN.6"MAX PLATE WELDED TO ELBOWWITH ORIFICE AS SPECIFIED IN SECTION 1-1 DREMOVABLE WATERTIGHTCOUPLING OR FLANGE 18" RISER NOTES:1. SHEAR GATE SHALL BE ALUMINUM ALLOY PER ASTM B-26-ZG-32a OR CAST IRON ASTMA48 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 OFCOVER 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 GATEFLANGE. 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.12" SDR-35OUTLET PIPE3" X 0.90 GAGE PIPESUPPORT ANCHOREDTO VAULT 18" RISER 4" ELBOWRESTRICTOR (TYP)1160°' HANDHOLDS, STEPS OR LADDER PLAN VIEW SCALE: NTS SHEAR GATE DETAIL SCALE: NTS LEVEL LINE LEVEL LINESEE NOTE 5 SIX EVENLY SPACED HOLES ON 103/8" BOLT CIRCLE FOR BOLTINGTO FLANGE CONNECTION. FRONT SIDE MAXIMUM OPENINGOF GATE LIFT HANDLE SHALLBE ATTACHED PER MANUFACTURER'SRECOMMENDATIONS. HANDLE WITHLOCK PIN ADJUSTABLE LOCK HOOKWITH LOCK SCREW. 1" ROD OR TUBING, VARIABLE LENGTH. LIFT HANDLE SECTION 1-1 SCALE: NTS 4" ELBOW RESTRICTOR ORIFICE #2 - DIA. 1.35"IE 432.80 4" ELBOW RESTRICTOR ORIFICE #3 - DIA. 0.5" IE 433.40 WQ ELEV = 429.30 DETENTION ELEV = 433.80TOP OF RISER 0.5'(MIN.)1.5'(1.5xD MIN.) SHEAR GATE W/ CONTROL RODSEE DETAIL BELOW 18" RISER 3" X 0.90 GAGEPIPE SUPPORT ANCHORED TOVAULT 12" SDR-35 OUTLET PIPE RESTRICTOR PLATE ORIFICE #1 - DIA. 0.52" IE 327.30 2' (MIN)CITY OF RENTON APPROVED BY:______________________________ DATE:__________ APPROVED BY:______________________________ DATE:__________ APPROVED BY:______________________________ DATE:__________ APPROVED BY:______________________________ DATE:__________ CONTACT phone: 253-301-4157 fax: 253-336-3950 beylerconsulting.com BEYLER CONSULTING OFFICE 7602 Bridgeport Way W Lakewood, WA 98499 SHEAR GATE W/CONTROL ROD BENT TO HOOK ON STEP PRELIMINARY A PORTION OF SECTION 10, TOWNSHIP 23 N., RANGE 05 E., W.M. TED392409 R-392409 INCLUDE COR STD. PLAN 204.60 - MISCELLANEOUS DETAILS FOR DRAINAGE STRUCTURES 11/21/2016GRADING/PAVING/STORMWATER COR STANDARD DETAILS LUA16-000124, SHPL-A CONSTRUCTION PLANS BOUN SHORT PLATPPP-SS-TTTTCITY OF RENTON APPROVED BY:______________________________DATE:__________ APPROVED BY:______________________________ DATE:__________ APPROVED BY:______________________________ DATE:__________ APPROVED BY:______________________________ DATE:__________ CONTACT phone: 253-301-4157 fax: 253-336-3950 beylerconsulting.com BEYLER CONSULTING OFFICE 7602 Bridgeport Way W Lakewood, WA 98499 A PORTION OF SECTION 10, TOWNSHIP 23 N., RANGE 05 E., W.M. TED392410 R-392410 CHECK THE IMAGE QUALITY OF THE ATTACHED PDFS. SUGGEST REATTACHING THE PDFS IN CAD OR ATTACHING THEM AS AN IMAGE TO CLEAR UP IMAGE QUALITY. BOUN SHORT PLATGRADING/PAVING/STORMWATER COR STANDARD DETAILS LUA16-000124, SHPL-A CONSTRUCTION PLANS BOUN SHORT PLATPPP-SS-TTTTCITY OF RENTON APPROVED BY:______________________________DATE:__________ APPROVED BY:______________________________ DATE:__________ APPROVED BY:______________________________ DATE:__________ APPROVED BY:______________________________ DATE:__________ CONTACT phone: 253-301-4157 fax: 253-336-3950 beylerconsulting.com BEYLER CONSULTING OFFICE 7602 Bridgeport Way W Lakewood, WA 98499 A PORTION OF SECTION 10, TOWNSHIP 23 N., RANGE 05 E., W.M. TED392411 R-392411 SUGGEST REMOVING DETAILS THAT AREN'T USED IN THE PLAN SET. INCLUDE THE FOLLOWING STANDARD PLANS: H032 - TYPICAL LONGITUDINAL PATCH AND OVERLAY FOR FLEXIBLE PAVEMENT H032.1 - TYPICAL TRANSVERSE PATCH FOR FLEXIBLE PAVEMENT H033 - TYPICAL PATCH FOR RIGID PAVEMENT 129 - SIGN MOUNTING ON SINGLE METAL POST WSDOT F-40.15-03 - PERPENDICULAR CURB RAMP PROVIDE MAILBOX DETAIL S S ~ 20+00 21+00 21+96 4344364384384384342+003+004+000+00 1+00 2+00 51+0052+00420 425 430 435 440 445 450 455 420 425 430 435 440 445 450 455 51+00 52+00 52+70437.6437.4437.32437.3437.09437.3436.87437.8436.68438.1436.56437.9436.49437.8436.48437.7436.53437.6436.63436.9436.8025.00%1.15%1.00% PVI STA: 51+68.15 PVI ELEV: 436.077 K: 69.68LENGTH: 150.00LOW POINT STA: 51+73.47LOW POINT ELEV: 436.48 BVC STA: 50+93.15BVC ELEV: 436.94EVC STA: 52+43.15EVC ELEV: 436.83GRADE BREAK STA = 50+49.26ELEV = 437.45GRADE BREAK STA = 52+54.19ELEV = 436.94GRADE BREAK STA = 52+56.71ELEV = 436.3136" (MIN.)420 425 430 435 440 420 425 430 435 440 0+00 1+00 2+00 2+10433.4433.2433.1433.03433.8433.67434.8437.00435.8437.00436.6437.00437.3437.00437.9437.00437.9436.68437.9436.7336" (MIN.) PIPE CROSSING TABLE PIPECROSSING # 1 2 3 4 5 6 7 8 9 10 11 12 FG ELEV: 437.4± 437.2± 436.7± 436.6± 436.7± 436.7± 436.5± 436.6± 436.9± 433.5± 433.3± 432.9± TOP PIPE SIZE/ NETWORK WATER/6" WATER/8" WATER/8" WATER/8" WATER/8" WATER/8" WATER/8" WATER/8" WATER/8" WATER/4"(KCWD90) WATER/8" STORM/12" BOTTOM OFTOP PIPE 433.5 433.3 432.7 432.7 432.7 432.8 432.6 432.6 432.6 429.5(FIELD VERIFY) 429.1 428.9 BOTTOM PIPE SIZE/ NETWORK SEWER/8" SEWER/6" SEWER/6" STORM/6" SEWER/6" SEWER/6" STORM/8" SEWER/8" STORM/6" WATER/8" SEWER/8" WATER/4"(KCWD90) TOP OFBOTTOM PIPE 431.5 431.6 432.0 430.8 432.2 432.3 430.1 432.0 432.0 429.0 422.5 428.4(FIELD VERIFY) APPROX.VERTICAL SEPARATION 2.0' 1.7' 0.7' 1.9' 0.5' 0.5' 2.5' 0.6' 0.6' 0.5' 6.6' 0.5'BOUN SHORT PLATWATER PLAN & PROFILE LUA16-000124, SHPL-A CONSTRUCTION PLANS BOUN SHORT PLATPPP-SS-TTTTCITY OF RENTON APPROVED BY:______________________________ DATE:__________ APPROVED BY:______________________________ DATE:__________ APPROVED BY:______________________________ DATE:__________ APPROVED BY:______________________________ DATE:__________ CONTACT phone: 253-301-4157 fax: 253-336-3950 beylerconsulting.com BEYLER CONSULTING OFFICE 7602 Bridgeport Way W Lakewood, WA 98499 Know what's below. before you dig.Call R SURVEY DATUM VERTICAL DATUM: NAVD88 BENCHMARK:CITY OF RENTON BENCHMARK #RENT159BRASS 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 88°30'08" W EQUIPMENT USED: TOPCON PS 103A TOTAL STATION. STANDARD FIELD TRAVERSE METHODS FOR CONTROL AND STAKING. CHELAN PLACE NE WATER PROFILE SCALE: HORIZONTAL:1"=20' VERYTICAL: 1"=5' PROPOSED STORM MAIN (TYP)(SEE SHEET C4 FOR DETAILS) PC4 PC3 PC2 PC1 PC8 PC7 PC12 PC10PC11 PC9 45± LF - 8"CL-52 D.I.P. EX. SSMH #5169, TYPE 1-48"RIM 433.408" IE 422.94 (IN-N) 8" IE 422.88 (OUT-S) (FIELD VERIFIED) (REF #S-332504) APPROX. LOCATION OF 8" D.I.WATER MAIN (TYP) (LOCATION PER REC # W-332501) EX. 282 LF - 8" PVC SDR-35SEWER MAIN @ S=0.926%(REF #S-332504) APPROX. LOCATION OF 4" D.I. WATER MAIN (K.C. WD 90)(TYP) (REF. REC # R-338610 FOR GENERAL LOCATION) 185 LF - 8" CL-52 D.I.P. LOT 1 FFE 438.50 LOT 2 FFE 437.00 LOT 3 FFE 437.50 LOT 4 FFE 437.50 LOT 5 FFE 437.50 LOT 6 FFE 437.00 LOT 7 FFE 437.00 20± LF - 8" CL-52 D.I.P. POINT OF CONNECTION #1STA 50+48.33, 7.87' R EX. 8" VERT. CROSS (MJ) 8" PLUGS (MJ) (2 EACH) W/ 2" BLOW OFF ASSEMBLY(REC NO. W-338601)INSTALL 8" - 22.5° D.I. BEND (MJ)W/ THRUST BLOCKINGCONNECTION SHALL BE PER CITY OF RENTON DETAIL 300.5 STA 50+66.14, 3.05' R 1 - 8X6 TEE (MJ X FL) 1 - 6" GATE VALVE (FL X MJ) 1 - HYDRANT ASSEMBLY (COR 310.1)STA 50+65.54, 12.00' LW/ THRUST BLOCKING 15± LF - 6" CL-52 D.I.P. PROPOSED SEWER MAIN (TYP) (SEE SHEET C14 FOR DETAILS) STA 51+18.25, 6.30' R 1 - 8" D.I. 22.5° BEND (MJ)W/ THRUST BLOCKING POINT OF CONNECTION #2STA 0+11.76, 0.00' R 8" CUT IN TEE (MJ X FL) W/ (1) 8" GATE VALVE (FL X MJ)W/ (2) 8" SLEEVES (MJ) PER C.O.R.DETAIL 300.2 W/ THRUST BLOCKING (=STA 2+91.08, 19.91' L (CHELAN AVE) STA 51+60.21, 7.00' R=STA 1+97.00, 0.00' R (WATER EASEMENT)1 - 8" D.I. TEE (FL)3 - 8" GATE VALVES (FL X MJ)W/ THRUST BLOCKINGCHELAN PLACE NE20' 41± LF - 8"CL-52 D.I.P. 94± LF - 8"CL-52 D.I.P. PROPOSED 1" WATER METER (TYP) (SEE METER BOX LOCATIONTABLE THIS SHEET FORLOCATION DETAILS) STA 52+54.00, 7.00' R1 - 8" D.I. CAP (MJ)W/ 2" TAP X 2" BLOW-OFFASSEMBLY PER C.O.R. STANDARD DETAIL 340.1 10 LF SECTION OF EXISTING 4"D.I. WATER MAIN (OWNED ANDOPERATED BY KCWD 90) (FIELD VERIFY VERTICAL LOCATION PRIOR TO CONSTRUCTION) TO BEADJUSTED BELOW PROPOSEDSTORM MAIN (SEE 4" WATER MAINRELOCATION DETAIL THIS SHEET) PC5 PC6 10'WATER EASEMENT PROFILE SCALE: HORIZONTAL:1"=20' VERYTICAL: 1"=5'BEGIN WATER MAIN EXTENSIONSTA 50+48.33, 7.87' R8" - 22.5° D.I. BEND (MJ)IE 434.0±STA 50+66.14, 3.05' R8X6 D.I. TEE (MJ X FL)W/ 6" GATE VALVE (FL X MJ)IE 433.7±STA 51+18.25, 6.30' R8" 22.5° D.I. BEND (MJ)IE 433.1±STA 51+60.21, 7.00' R8" D.I. TEE (FL)W/ (3) 8" GATE VALVES (FL X MJ)IE 432.7±(=STA 1+97.00(WATER EASEMENT))15'PROPOSED 15'WATER EASEMENT PROPOSED SEWERMAIN EXTENSION (SEE SHEET C14.0 FOR DETAILS) PROPOSED STORMMAIN (TYP) (SEE SHEET C4.0 FOR DETAILS)END WATER MAIN EXTENSIONSTA 52+54.00, 7.00' R8" D.I. CAP (MJ)W/ 2" TAP X 2" BLOW-OFF ASSEM.PER C.O.R. STD. DETAIL 340.1IE 433.5±20± LF - 8" D.I.P.45± LF - 8" D.I.P.41± LF - 8" D.I.P.94± LF - 8" D.I.P. EXISTING GRADE @RIGHT OF WAYCENTERLINE (TYP) PROPOSED GRADE @ RIGHT OF WAYCENTERLINE (TYP) EXISTING GRADE @RIGHT OF WAY CENTERLINE (TYP) PROPOSED GRADE @RIGHT OF WAYCENTERLINE (TYP) PIPE CROSSING #1SEE TABLE THIS SHEET PIPE CROSSING #2SEE TABLE THIS SHEET PIPE CROSSING #3 SEE TABLE THIS SHEET PIPE CROSSING #4SEE TABLE THIS SHEET PIPE CROSSING #5 SEE TABLE THIS SHEET PIPE CROSSING #6 SEE TABLE THIS SHEET 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 ANDAGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES THATHAPPEN DUE TO THE CONTRACTOR'S FAILURE TO LOCATE EXACTLY ANDPRESERVE ANY AND ALL UNDERGROUND UTILITIES. BEYLER CONSULTING ASSUMES NO LIABILITY FOR THE LOCATION OF UNDERGROUND UTILITIES.STA 1+97.00, 0.00' R8" D.I. TEE (FL)W/ (3) 8" GATE VALVES (FL X MJ)IE 432.7±(=STA 51+60.21, 7.00' R (CHELAN PLACE)BEGIN WATER MAIN EXTENSIONSTA 0+11.76, 0.00' R 8" CUT IN TEE (MJ X FL) W/ (1) 8" GATE VALVE (FL X MJ)W/ (2) 8" SLEEVES (MJ) PER C.O.R. DETAIL 300.2W/ THRUST BLOCKINGIE 429.3± (=STA 2+91.08, 19.91' L (CHELAN AVE)CHELAN AVE NEPIPE CROSSING #11 SEE TABLE THIS SHEET PIPE CROSSING #10SEE TABLE THIS SHEET PIPE CROSSING #9 SEE TABLE THIS SHEET PIPE CROSSING #8 SEE TABLE THIS SHEET PIPE CROSSING #7SEE TABLE THIS SHEET STA 1+52.64, 0.00' R 8" - 11.25° D.I. VERT. BEND (RJ)W/ THRUST BLOCKINGIE 432.8 ± EXISTING GRADE @ CENTERLINE OF WATER EASEMENT (TYP) PROPOSED GRADE @CENTERLINE OF WATER EASEMENT (TYP) 45± LF - 8" D.I.P. STA 0+82.00, 0.00' R8" - 11.25° D.I. VERT. BEND (RJ)W/ THRUST BLOCKING IE 429.3 ± STA 0+64.35, 0.00' R 8" - 22.5° D.I. VERT. BEND (RJ)W/ THRUST BLOCKINGIE 429.3 ± STA 0+54.53, 0.00' R8" - 22.5° D.I. VERT. BEND (RJ)W/ THRUST BLOCKINGIE 428.3 ± STA 0+44.88, 0.00' R 8" - 22.5° D.I. VERT. BEND (RJ) W/ THRUST BLOCKINGIE 428.3 ± STA 0+34.88, 0.00' R8" - 22.5° D.I. VERT. BEND (RJ) W/ THRUST BLOCKING IE 429.3 ± 71± LF - 8" D. I . P . 18± LF - 8" D.I.P. 10± LF - 8" D.I.P. 10± LF - 8" D.I.P. 10± LF - 8" D.I.P. 24± LF - 8" D.I.P. WATER METER BOX LOCATION TABLE LOT #ALIGNMENT STATION OFFSET LOT 1 CHELAN PLACE NE 51+05.95 10.0' R LOT 2 CHELAN PLACE NE 51+10.86 10.0' R LOT 3 CHELAN PLACE NE 51+51.71 10.0' L LOT 4 CHELAN PLACE NE 52+03.65 10.0' R LOT 5 CHELAN PLACE NE 52+06.71 10.0' L LOT 6 CHELAN PLACE NE 52+08.71 10.0' L LOT 7 CHELAN PLACE NE 52+11.65 10.0' R 20 10 0 20 40 SCALE: 1" = 20' WATER PLAN SCALE: HORIZONTAL:1"=20' A PORTION OF SECTION 10, TOWNSHIP 23 N., RANGE 05 E., W.M. WTR392401 W-392401 NEW HYDRANT NEEDED NEAR NE CORNER OF SITE ALONG THE DUVALL AVENUE NE FRONTAGE AS HOMES ON LOTS 1-4 WILL FRONT AND BE ADDRESSED FROM DUVALL AVENUE NE. CURRENT HYDRANT SHOWN OFF ALLEY SHALL BE REMOVED AS IT IS NOT NEEDED FOR FIREFIGHTING . CHECK. DOESN'T MATCH WHAT IS SHOWN ABOVE. USE ETHAFOAM PAD NOTE: 1. ALL CONCRETE BLOCKING FOR HORIZONTAL BENDS, TEES, AND VERTICAL BENDS SHALL BE PER COR STD. PLAN 330.2 AND 330.3. 2. WATER MAIN PIPES IN CHELAN PLACE NE (ALLEY) SHALL BE D.I. CL. 52 TYTON JOINT (PUSH-ON) PIPE WITH RESTRAINED HARNESS AT BELLS EQUAL TO MEGALUG SERIES 1700 OR ROMAGRIP 600 SERIES OR APPROVED EQUAL OR WATER MAIN PIPES SHALL BE MECHANICAL JOINT PIPES WITH RESTRAINED RETAINER GLANDS EQUAL TO MEGALUG 1100 SERIES OR ROMAGRIP OR APPROVED EQUAL. 3. ALL FITTINGS SHALL BE MECHANICAL JOINT WITH RESTRAINED RETAINER GLANDS AND WITH CONCRETE BLOCKING PER CITY OF RENTON STANDARD PLANS. WHERE IS THIS SHOWN? DEVELOPER NEEDS TO COORDINATE WITH KCWD 90 TO OBTAIN DISTRICT'S APPROVAL FOR THE RELOCATION OF THIS LINE. REMOVE CROSS AND BLOW OFF ASSEMBLY 8" GATE VALVE (MJ X MJ) AT CONNECTION TO EXISTING MAIN ADD 8" GATE VALVE (MJ X MJ) AFTER LAST WATER SERVICE EXISTING 4" KCWD 90 WATER MAIN, PROTECT IN PLACE W WWWWWWWWINSTALL 8" X 8" VERTICAL CROSS (MJ X MJ) AND END OF LINES FOR REMOVAL OF POLYPIGS PER COR STD. PLAN 300.6 EXTEND 8" WATER MAIN TO NORTH END OF ROADWAY. LOCATE WATER MAIN 3' FROM EDGE OF ASPHALT. INSTALL 8" END CAP (MJ X MJ) WITH 2" TEMPORARY BLOW-OFF ASSEMBLY WITH CONCRETE BLOCKING PER COR STD. PLAN 340.2 8" - 90° BEND (MJ X MJ) WITH CONCRETE BLOCKING SHIFT WATER MAIN ALIGNMENT EAST SO THAT THE CENTERLINE IS 5' FROM THE INVERTED CROWN AND 1' FROM THE EDGE OF THE ASPHALT (12' SECTION) BOUN SHORT PLATWATER NOTES & DETAILS LUA16-000124, SHPL-A CONSTRUCTION PLANS BOUN SHORT PLATPPP-SS-TTTTCITY OF RENTON APPROVED BY:______________________________DATE:__________ APPROVED BY:______________________________ DATE:__________ APPROVED BY:______________________________ DATE:__________ APPROVED BY:______________________________ DATE:__________ CONTACT phone: 253-301-4157 fax: 253-336-3950 beylerconsulting.com BEYLER CONSULTING OFFICE 7602 Bridgeport Way W Lakewood, WA 98499 SOURCE: CITY OF RENTON AMENDMENTS TO THE KING CO SWDM, REFERENCE 7-B 1. ALL WORK MATERIAL SHALL BE IN CONFORMANCE WITH THE STANDARDS ANDSPECIFICATIONS OF THE CITY OF RENTON PLANNING/BUILDING/PUBLIC WORKSDEPARTMENT AND THE LATEST EDITION OF THE WSDOT/APWA STANDARDS AND SPECIFICATIONS, AS APPROVED AND MODIFIED BY THE CITY OF RENTON IN THE RENTON STANDARD PLANS & SPECIFICATIONS. A SET OF APPROVED PLANSSHALL BE KEPT ON SITE AT ALL TIMES DURING CONSTRUCTION. 2. THE HOURS OF WORK IN THE STREET RIGHT OF WAY SHALL BE LIMITED TO 8:30 AM TO 3:30 PM ON WEEKDAYS UNLESS OTHERWISE APPROVED IN WRITING BYTHE PUBLIC WORKS DEPARTMENT AT (425) 430-7301. THE POLICEDEPARTMENT, FIRE DEPARTMENT, AND 911 SHALL BE NOTIFIED 24 HOURS IN ADVANCE OF ANY WORK IN THE RIGHT OF WAY. 3. ALL LOCATIONS OF EXISTING UTILITIES SHOWN ARE APPROXIMATE AND ITSHALL BE THE CONTRACTOR’S RESPONSIBILITY TO VERIFY THE TRUE ANDCORRECT LOCATION SO AS TO AVOID DAMAGE OR DISTURBANCE. FOR UTILITY LOCATES CALL 48-HOUR LOCATORS 800-424-5555. 4. AN APPROVED TRAFFIC CONTROL PLAN IS REQUIRED TO BE SUBMITTED AT THEPRE-CONSTRUCTION MEETING. 5. DATUM FOR VERTICAL CONTROL SHALL BE NORTH AMERICAN VERTICAL DATUM1988 METERS, AND FOR HORIZONTAL CONTROL SHALL BE NORTH AMERICANDATUM 1983/1991 METERS UNLESS OTHERWISE APPROVED BY THE CITY OFRENTON PUBLIC WORKS DEPARTMENT. REFERENCE BENCHMARK AND ELEVATIONS ARE NOTED ON THE PLANS. 6. ALL WATERMAIN PIPE IS TO BE CEMENT LINED DUCTILE IRON PIPECONFORMING TO AWWA C110 AND C111 OR LATEST REVISION, THICKNESS CLASS 52. CEMENT MORTAR LINING AND SEAL COATING SHALL CONFORM TOAWWA C104 OR LATEST REVISION. PIPE JOINTS TO BE PUSH-ON ORMECHANICAL JOINT. BEDDING TO BE CLASS C. ALL DUCTILE IRON PIPE AND FITTINGS SHALL BE POLYETHYLENE WRAPPED PER ANSI/AWWA C105/A21.5-93 STANDARDS. 7. CAST IRON AND DUCTILE IRON FITTINGS SHALL BE CEMENT LINED, PRESSURERATED AS NOTED ON PLANS, AND IN ACCORDANCE WITH ANSI/AWWA C110/A21.10-87. CEMENT LINING SHALL BE IN ACCORDANCE WITH ANSI/AWWA C104/421/4-90. IF FITTINGS ARE 3 TO 12 INCHES IN DIAMETER AND HAVE MECHANICAL JOINTS, THE FITTINGS SHALL IN ACCORDANCE WITH EITHERANSI/AWWA C110-A21.10-87 OR ANSI/AWWA C153/A21.53-94. THREE (3) INCHTO 12 INCH DIAMETER FITTINGS, WHICH HAVE MECHANICAL JOINTS AND/ORFLANGED JOINTS, SHALL BE IN ACCORDANCE WITH ANSI/AWWA C110/A21.10.87 OR A COMBINATION OF ANSI/AWWA C110/A21.10.87 AND ANSI/AWWA C153/A21.53-94 SUCH THAT THE PORTION OF THE FITTING WITH A MECHANICAL JOINT(S) MAY BE WITH ANSI/AWWA C153/A21.53-94 AND THAT PORTION OF THE FITTING WITH FLANGED JOINT(S) SHALL BE IN ACCORDANCEWITH AWWA C110/A21.10-87. ACCEPTANCE TESTING IN ACCORDANCE WITHSECTION 53.53 OF ANSI/AWWA SECTION 10-4.3 OF ANSI/AWWAC110/A21.10-87 SHALL BE OBTAINED BY THE CONTRACTOR AND TRANSMITTED TO THE OWNER. 8. GATE VALVES SHALL BE IRON BODY, BRONZED-MOUNTED, DOUBLE DISC WITH BRONZE WEDGING DEVICE AND O-RING STUFFING BOX (AWWA C500) OR OFRESILIENT SEATED TYPE (AWWA C509). VALVES SHALL BE DESIGNED FOR AMINIMUM WATER OPERATING PRESSURE OF 200 PSI. GATE VALVES SHALL BE CLOW LIST 14, MUELLER COMPANY NO. A2380 OR M & H. 9. FIRE HYDRANTS SHALL BE COREY TYPE (OPENING WITH THE PRESSURE) ORCOMPRESSION TYPE (OPENING AGAINST PRESSURE) CONFORMING TO AWWAC-502-85 WITH A 6 INCH MECHANICAL JOINT INLET AND A MAIN VALVE OPENING (M.V.O.) OF 5-1/4 INCH, TWO 2-1/2 INCH HOSE NOZZLES WITH NATIONAL STANDARD THREADS 7-1/2 THREADS PER INCH AND ONE 4 INCH PUMPER NOZZLE WITH THE NEW SEATTLE PATTERN 6 THREADS PER INCH, 60DEGREES V. THREADS: OUTSIDE DIAMETER OF MALE THREAD 4.875 AND ROOTDIAMETER 4.6263. HYDRANTS SHALL HAVE A 1-1/4 INCH PENTAGON OPERATING NUT OPENED BY TURNING COUNTER CLOCKWISE (LEFT). 10. THE TWO 2-1/2 INCH HOSE NOZZLES SHALL BE FITTED WITH CAST IRONTHREADED CAPS WITH OPERATING NUT OF THE SAME DESIGN ANDPROPORTIONS AS THE HYDRANT STEM NUT. CAPS SHALL BE FITTED WITHSUITABLE NEOPRENE GASKETS FOR POSITIVE WATER TIGHTNESS UNDER TEST PRESSURES. 11. THE 4 INCH PUMPER NOZZLE SHALL BE FITTED WITH A STORZ ADAPTER, 4 INCH SEATTLE THREAD X 5 INCH STORZ. STORZ ADAPTER SHALL BE FORGED AND/OR EXTRUDED 6061-T6 ALUMINUM ALLOY, HARDCOAT ANODIZED. THREADED END PORTION SHALL HAVE NO LUGS AND TWO SET SCREWS 180 DEGREES APART.STORZ FACE TO BE METAL, NO GASKET TO WEATHER. STORZ CAP TO HAVESYNTHETIC MOLDED RUBBER GASKET, AND SHALL BE ATTACHED TO HYDRANT ADAPTER WITH 1/8 INCH, COATED, STAINLESS STEEL, AIRCRAFT CABLE. 12. FIRE HYDRANTS SHALL BE PAINTED WITH TWO COATS OF PAINT. PRESERVATIVEPAINT NUMBER 43-655 SAFETY YELLOW OR APPROVED EQUAL. 13. PUMPER CONNECTION TO FACE ROADWAY ASSEMBLY. 14. FIRE HYDRANTS SHALL BE INSTALLED PER CITY OF RENTON STANDARD DETAILFOR FIRE HYDRANTS, LATEST REVISION. 15. ALL WATERMAINS 10 INCHES AND SMALLER TO MAINTAIN A MINIMUM COVEROF 36 INCHES BELOW FINISH GRADE. ALL WATERMAIN 12 INCHES AND LARGERSHALL BE AT A MINIMUM OF 48 INCHES BELOW FINISH GRADE. WHERE UTILITY CONFLICTS OCCUR, WATERMAINS ARE TO BE LOWERED TO CLEAR. 16. ALL WATERMAINS 6 INCHES AND LARGER IN DIAMETER SHALL BE CLEANEDWITH PIPE CLEANING “PIGS” PRIOR TO DISINFECTION. THE “POLY PIGS” SHALL BE GIRARD INDUSTRIES AQUA SWAB-AS OR APPROVED EQUAL, 2 LB/CU. FT. DENSITY FOAM WITH 90A DUROMETER URETHANE RUBBER COATING ON THEREAR OF “PIG” ONLY. 17. “PIGS” SHALL BE CYLINDER SHAPED WITH BULLET NOSE OR SQUARE END. THE CONTRACTOR WILL PERFORM THE CLEANING OPERATION. 18. ALL WATERMAINS AND SERVICES SHALL BE PRESSURE TESTED TO A MINIMUMOF 200 PSI OR 150 PSI OVER OPERATING PRESSURE, IN ACCORDANCE WITH THE SPECIFICATIONS OF THE CITY OF RENTON AND THE WASHINGTON STATEHEALTH DEPARTMENT. ALL PRESSURE TESTING SHALL BE DONE IN THEPRESENCE OF A REPRESENTATIVE OF THE CITY OF RENTON. THE QUANTITY OFWATER LOST FROM THE MAIN SHALL NOT EXCEED THE NUMBER OF GALLONS PER HOUR AS LISTED IN CITY OF RENTON STANDARD PLANS & SPECIFICATIONS 7-11.3(11). THE LOSS IN PRESSURE SHALL NOT EXCEED 5 PSI DURING THE 2HOUR TEST PERIOD. 19. ALL WATERMAINS AND SERVICES SHALL BE DISINFECTED BY THE INJECTION OF A 50 PPM (MINIMUM CONCENTRATION) CHLORINE/WATER SOLUTION. DRYCALCIUM HYPOCHLORITE SHALL NOT BE PLACED IN THE PIPE AS LAID.CHLORINE SHALL BE METERED/INJECTED IN ACCORDANCE WITH SECTION7-11.3(12)E OR 7-11.3(12)F OF THE STANDARD SPECIFICATIONS REFERENCED ABOVE. 20. A PRE-CONSTRUCTION CONFERENCE IS REQUIRED PRIOR TO ANYCONSTRUCTION. A MINIMUM OF FIVE (5) WORKING DAYS NOTICE IS REQUIREDFOR SCHEDULING. 21. TWENTY-FOUR (24) HOURS NOTICE WILL BE REQUIRED PRIOR TO STARTINGNEW CONSTRUCTION. 22. IT SHALL BE THE CONTRACTOR’S RESPONSIBILITY TO SECURE ALL NECESSARY PERMITS PRIOR TO STARTING CONSTRUCTION. 23. INSTALLATION OF CORPORATE STOPS, WATER SERVICES, LINES AND METERSSHALL NOT BE DONE UNTIL ALL SERVICE AGREEMENTS, METER APPLICATIONS, CONSTRUCTION PERMITS, AND PAYMENT OF FEES HAVE BEEN MADE TO THE CITY OF RENTON. 24. ALL CONNECTION TO EXISTING MAINS IS TO BE ACCOMPLISHED BY THE CITY OF RENTON, EXCEPT WET TAPS, WHICH MAY BE MADE BY APPROVED WET TAP CONTRACTORS WITH PRIOR APPROVAL FROM THE PUBLIC WORKS DEPARTMENT.ALL NECESSARY EXCAVATION AND MATERIALS ARE TO BE SUPPLIED BY THECONTRACTOR AND BE ON-SITE PRIOR TO CITY NOTIFICATIONS. 25. INSPECTION WILL BE ACCOMPLISHED BY A REPRESENTATIVE OF THE CITY OFRENTON. IT SHALL BE THE CONTRACTOR’S RESPONSIBILITY TO NOTIFYDEVELOPMENT SERVICES TWENTY FOUR (24) HOURS IN ADVANCE OFBACKFILLING ALL CONSTRUCTION. THE CONTRACTOR, AS WELL AS THE ENGINEERS, SHALL KEEP AS-BUILT DRAWINGS. 26. CONTRACTOR TO PROVIDE PLUGS AND TEMPORARY BLOW-OFF ASSEMBLIES FORTESTING AND PURITY ACCEPTANCE PRIOR TO FINAL TIE-IN. 27. ALL JOINT RESTRAINT SYSTEMS (SHACKLE RODS, NUTS, BOLTS, ETC.) SHALL BEAS MANUFACTURED BY THE STAR MANUFACTURING COMPANY OF COLUMBUSOHIO, OR EQUAL, APPROVED IN WRITING BY THE PUBLIC WORKS DEPARTMENT. 28. ASPHALT AND CONCRETE STREET PAVING SHALL BE SAWCUT TO A MINIMUM DEPTH OF TWO (2) INCHES. OIL MAT STREETS MAY BE SPADE CUT. ALLSURFACE CONCRETE, PAVEMENT, SIDEWALKS, CURB, GUTTERS, AND DRIVEWAYAPPROACHES SHALL BE SAWCUT TO A MINIMUM DEPTH OF TWO (2) INCHES OR REMOVED TO AN EXISTING EXPANSION JOINT. 29. A TEMPORARY COLD MIX ASPHALT PATCH SHALL BE PLACED ON THE DAY OFINITIAL EXCAVATION WITH A PERMANENT, SEALED PATCH TO BE PLACED, TO CITY OF RENTON POLICY, WITHIN 10 DAYS. CALL FOR SUBGRADE INSPECTION PRIOR TO PLACEMENT OF FINAL PATCH. * 30. FOR CITY PROJECTS SUCH AS TELEMETRY CONDUIT, THE PVC PIPE USED SHALL BE ALL CHEMICAL PROCESS LINES SHALL BE SCHEDULE 80 PVC PIPE. SCHEDULE 40 IN UNIMPROVED AREAS AND SCHEDULE 80 PVC PIPE UNDER IMPROVEDAREAS. WATER UTILITY NOTES AND SPECIFICATIONS A PORTION OF SECTION 10, TOWNSHIP 23 N., RANGE 05 E., W.M. WTR392402 W-392402 INCLUDE THE FOLLOWING COR STD. PLANS: 310.3 - HYDRANT MARKER LAYOUT 330.2 - CONCRETE BLOCKING FOR HORIZONTAL AND DOWNWARD VERTICAL BENDS 330.3 - CONCRETE BLOCKING FOR VERTICAL FITTINGS S21+96438 438 2+0050+00 51+00 52+00 SSMH #1, TYPE 1-48"STA 51+13.80, 5.70' LRIM 437.13 EX. SSMH #5552, TYPE 1-48"STA 50+41.83, 1.41' LRIM 437.54 67 LF - 8" PVC SDR-35 132 LF - 8" PVC SDR-35 4 LF - 8" PVC SDR-35 SSMH #2, TYPE 1-48"STA 52+48.56, 4.00' LRIM 436.96 420 425 430 435 440 445 450 455 420 425 430 435 440 445 450 455 51+00 52+00 52+70437.6437.4437.32437.3437.09437.3436.87437.8436.68438.1436.56437.9436.49437.8436.48437.7436.53437.6436.63436.9436.802 5 . 0 0% 1.15%1.00% PVI STA: 51+68.15PVI ELEV: 436.077K: 69.68LENGTH: 150.00LOW POINT STA: 51+73.47LOW POINT ELEV: 436.48 BVC STA: 50+93.15BVC ELEV: 436.94EVC STA: 52+43.15EVC ELEV: 436.83GRADE BREAK STA = 50+49.26ELEV = 437.45GRADE BREAK STA = 52+54.19ELEV = 436.94GRADE BREAK STA = 52+56.71ELEV = 436.3136" (MIN.) SSMH #1, TYPE 1-48" STA 51+13.80, 5.70' L 8" IE 430.93 (IN-N) 8" IE 430.83 (OUT-SE) RIM 437.13 SSMH #2, TYPE 1-48" 8" IE 431.69 (IN-N) 8" IE 431.59 (OUT-S) RIM 436.96 STA 52+48.56, 4.00' L 67 LF - 8" PVC SDR-35 @ S=0.51% 132 LF - 8" PVC SDR-35 @ S=0.50% EX. SSMH #5552, TYPE 1-48" STA 50+41.83, 1.41' L 6" IE 430.30 (IN-S) (TO BE REMOVED)8" IE 430.49 (IN-NW) (NEW) CORE DRILL & RECHANNEL MANHOLE 8" IE 430.39 (OUT-S)LADDER NORTHEAST RIM 437.54 4 LF - 8" PVC SDR-35 @ S=1.21% (STUB W/ CAP) PIPE CROSSING TABLE PIPECROSSING # 1 8 13 14 15 FG ELEV: 437.4± 436.6± 437.1± 437.1± 436.6± TOP PIPE SIZE/ NETWORK WATER/6" WATER/8" SEWER/8" SEWER/8" SEWER/8" BOTTOM OFTOP PIPE 433.5 432.6 430.6 430.7 431.0 BOTTOM PIPE SIZE/ NETWORK SEWER/8" SEWER/8" STORM/8" STORM/8" STORM/6" TOP OFBOTTOM PIPE 431.5 432.0 429.3 429.7 430.3 APPROX.VERTICAL SEPARATION 2.0' 0.6' 1.3' 1.0' 0.7'BOUN SHORT PLATSEWER PLAN & PROFILE LUA16-000124, SHPL-A CONSTRUCTION PLANS BOUN SHORT PLATPPP-SS-TTTTCITY OF RENTON APPROVED BY:______________________________ DATE:__________ APPROVED BY:______________________________ DATE:__________ APPROVED BY:______________________________ DATE:__________ APPROVED BY:______________________________ DATE:__________ CONTACT phone: 253-301-4157 fax: 253-336-3950 beylerconsulting.com BEYLER CONSULTING OFFICE 7602 Bridgeport Way W Lakewood, WA 98499 Know what's below. before you dig.Call R SURVEY DATUM VERTICAL DATUM: NAVD88 BENCHMARK:CITY OF RENTON BENCHMARK #RENT159BRASS 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 88°30'08" W EQUIPMENT USED: TOPCON PS 103A TOTAL STATION. STANDARD FIELD TRAVERSE METHODS FOR CONTROL AND STAKING. CHELAN PLACE NE SEWER PROFILE SCALE: HORIZONTAL:1"=20' VERYTICAL: 1"=5' PROPOSED STORM MAIN (TYP)(SEE SHEET C4 FOR DETAILS) PC1 LOT 1 FFE 438.50 LOT 2 FFE 437.00 LOT 3 FFE 437.50 LOT 4 FFE 437.50 CHELAN PLACE NE PROPOSED STORM MAIN (TYP) (SEE SHEET C4.0FOR DETAILS) EXISTING GRADE @ RIGHT OF WAY CENTERLINE (TYP) PROPOSED GRADE @RIGHT OF WAY CENTERLINE (TYP) EXISTING GRADE @RIGHT OF WAYCENTERLINE (TYP) PROPOSED GRADE @ RIGHT OF WAYCENTERLINE (TYP) 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 ANDAGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES THATHAPPEN DUE TO THE CONTRACTOR'S FAILURE TO LOCATE EXACTLY ANDPRESERVE ANY AND ALL UNDERGROUND UTILITIES. BEYLER CONSULTING ASSUMES NO LIABILITY FOR THE LOCATION OF UNDERGROUND UTILITIES. LOT 5 FFE 437.50 LOT 6 FFE 437.00 LOT 7 FFE 437.00 20'8" PVC CAPACCESS EASEMENTPROPOSED WATER MAIN(SEE SHEET C12 FOR DETAILS) SSCO #1RIM 437.9 50+77.48, 20' R 6" IE 431.22 (IN-OUT) LOT 1 STUBMAIN IE 430.68 LOT 7 STUBMAIN IE 431.06 LOT 2 STUBMAIN IE 431.08 LOT 6 STUB MAIN IE 431.24 LOT 3 STUBMAIN IE 431.33 LOT 4 STUBMAIN IE 431.43 LOT 5 STUB MAIN IE 431.44 PIPE CROSSING #1SEE TABLE THIS SHEET (TO BE REMOVED)8" IE 430.49 (IN-NW) (NEW) CORE DRILL & RECHANNEL MANHOLE PROPOSED WATERMAIN (TYP) (SEE SHEET C12.0 FOR DETAILS) 8" PVC CAP PC13 PC14 PC8 PC15 PIPE CROSSING #13 & 14SEE TABLE THIS SHEET PIPE CROSSING #8SEE TABLE THIS SHEET PIPE CROSSING #15SEE TABLE THIS SHEET SSCO #7RIM 436.951+42.71, 20' L 6" IE 431.38 (IN-OUT) SSCO #2RIM 436.851+46.09, 20' R 6" IE 431.56 (IN-OUT) SSCO #6 RIM 436.851+78.47, 20' L6" IE 431.56 (IN-OUT) SSCO #5 RIM 437.252+17.71, 20' L6" IE 431.76 (IN-OUT) SSCO #3RIM 437.151+96.66, 20' R6" IE 431.81 (IN-OUT) SSCO #4RIM 437.152+16.11, 20' R 6" IE 431.91 (IN-OUT) CHELAN PLACE NE SEWER PLAN SCALE: HORIZONTAL:1"=20' 20 10 0 20 40 SCALE: 1" = 20' SOURCE: CITY OF RENTON AMENDMENTS TO THE KING CO SWDM, REFERENCE 7-B 1. ALL WORK AND WORK MATERIAL SHALL BE IN CONFORMANCEWITH THE STANDARDS AND SPECIFICATIONS OF THE CITY OF RENTON PLANNING/BUILDING/PUBLIC WORKS DEPARTMENT AND THE LATEST EDITION OF THE WSDOT/APWA STANDARDS AND SPECIFICATIONS, AS APPROVED AND MODIFIED BY THE CITY OF RENTON IN THE RENTON STANDARD PLANS & SPECIFICATIONS. A SET OF APPROVED PLANS SHALL BE KEPT ON SITE AT ALLTIMES DURING CONSTRUCTION. 2. THE HOURS OF WORK IN THE STREET RIGHT OF WAY SHALL BE PER CITY SPECIFICATIONS ON WEEKDAYS UNLESS OTHERWISE APPROVED IN WRITING BY THE PLANNING/BUILDING/PUBLIC WORKS DEPARTMENT. AN APPROVED TRAFFIC CONTROL PLAN MUST BE OBTAINED PRIOR TO BEGINNING ANY WORK WITHIN PUBLIC RIGHT OF WAY. 3. ALL LOCATIONS OF EXISTING UTILITIES SHOWN AREAPPROXIMATE AND IT SHALL BE THE CONTRACTOR’SRESPONSIBILITY TO VERIFY THE TRUE AND CORRECT LOCATIONSO AS TO AVOID DAMAGE OR DISTURBANCE. 4. A PRE-CONSTRUCTION CONFERENCE AND A 24 HOUR NOTICE SHALL BE REQUIRED PRIOR TO STARTING NEW CONSTRUCTION. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO SECURE ALL NECESSARY PERMITS PRIOR TO STARTING CONSTRUCTION. (INSPECTION WILL BE ACCOMPLISHED BY A REPRESENTATIVE OF THE CITY OF RENTON.) IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE PUBLIC WORKS INSPECTOR 24 HOURS IN ADVANCE OF BACKFILLING ALL CONSTRUCTION. 5. CONTRACTOR IS SOLELY RESPONSIBLE FOR THE MEANS,METHODS AND SEQUENCES OF CONSTRUCTION AND FOR THESAFETY OF WORKERS AND OTHERS ON THE CONSTRUCTIONSITE. 6. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO OBTAIN STREET USE AND ANY OTHER RELATED PERMITS PRIOR TO ANY CONSTRUCTION. 7. PLANS APPROVED BY THE CITY OF RENTON, PUBLIC WORKS DEPARTMENT SHALL TAKE PRECEDENCE OVER ALL OTHER PLANS. 8. A COPY OF THESE APPROVED PLANS MUST BE ON THE JOB SITE WHENEVER CONSTRUCTION IS IN PROGRESS. 9. THE CONTRACTOR SHALL PROVIDE THE CITY OF RENTON WITHAN AS-BUILT DRAWING OF THE SANITARY SEWER SYSTEM, WHICH HAS BEEN STAMPED AND SIGNED BY A LICENSED PROFESSIONAL ENGINEER OR LICENSED PROFESSIONAL SURVEYOR. 10. BACKFILL SHALL BE PLACED EQUALLY ON BOTH SIDES OF THE PIPE IN LAYERS WITH A LOOSE AVERAGE DEPTH OF 6 INCHES, MAXIMUM DEPTH OF 8 INCHES, THOROUGHLY TAMPING EACH LAYER TO 95 PERCENT OF MAXIMUM DENSITY. THESECOMPACTED LAYERS MUST EXTEND FOR ONE PIPE DIAMETER ONEACH SIDE OF THE PIPE OR TO THE SIDE OF THE TRENCH.MATERIALS TO COMPLETE THE FILL OVER PIPE SHALL BE THESAME AS DESCRIBED. 11. OPEN CUT ROAD CROSSINGS FOR UTILITY TRENCHES ON EXISTING TRAVELED ROADWAY SHALL BE BACKFILLED WITH CRUSHED ROCK AND MECHANICALLY COMPACTED UNLESS OTHERWISE APPROVED BY 12. DATUM FOR VERTICAL CONTROL SHALL BE NORTH AMERICAN VERTICAL DATUM 1988 METERS, AND FOR HORIZONTAL CONTROL SHALL BE NORTH AMERICAN DATUM 1983/1991METERS UNLESS OTHERWISE APPROVED BY THE CITY OF RENTON PUBLIC WORKS DEPARTMENT. REFERENCE BENCHMARK AND ELEVATIONS ARE NOTED ON THE PLANS. 13. ALL DISTURBED AREAS SHALL BE SEEDED AND MULCHED OR OTHERWISE STABILIZED TO THE SATISFACTION OF THE DEPARTMENT FOR THE PREVENTION OF ON-SITE EROSION AFTER THE COMPLETION OF CONSTRUCTION. 14. ALL PIPE AND APPURTENANCES SHALL BE LAID ON A PROPERLY PREPARED FOUNDATION IN ACCORDANCE WITH THE STANDARDS AND SPECIFICATIONS OF THE CITY OF RENTON PLANNING/BUILDING/PUBLIC WORKS DEPARTMENT AND THE LATEST EDITION OF THE WSDOT/APWA STANDARDS AND SPECIFICATIONS, AS APPROVED AND MODIFIED BY THE CITY OF RENTON IN THE RENTON STANDARD PLANS & SPECIFICATIONS. THIS SHALL INCLUDE NECESSARY LEVELING OF 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. PIPE BEDDING SHALL BE PEA GRAVEL 6 INCHES ABOVE AND BELOW THE PIPE. 15. SANITARY SEWER PIPE SHALL BE POLYVINYL CHLORIDE (PVC) RUBBER GASKETED ASTM D 3034, SDR 35, OR DUCTILE IRON CLASS 50, UNLESS OTHERWISE APPROVED BY THE WASTEWATER UTILITY. 16. IN UNIMPROVED AREAS, MANHOLE TO EXTENDMINIMUM 6 INCHES AND MAXIMUM 12 INCHES ABOVE FINISHEDGRADE OR MUST HAVE MINIMUM 2’ DIAMETER CONCRETE RINGPOURED AT GRADE. IN PAVED AREA, COVER MUST SLOPE IN ALLDIRECTIONS TO MATCH PAVING. SANITARY SEWER NOTES AND SPECIFICATIONS 24 LF - 6" PVC SDR-35@ 2% (MIN.)24 LF - 6" PVC SDR-35@ 2% (MIN.) 24 LF - 6" PVC SDR-35@ 2% (MIN.) 27 LF - 6" PVC SDR-35@ 2% (MIN.) 16 LF - 6" PVC SDR-35 @ 2% (MIN.) 16 LF - 6" PVC SDR-35@ 2% (MIN.) 16 LF - 6" PVC SDR-35 @ 2% (MIN.) 27 LF - 6" PVC SDR-35 @ 2% (MIN.) A PORTION OF SECTION 10, TOWNSHIP 23 N., RANGE 05 E., W.M. WWP392401 S-392401 16'6 6 136 0.56% SANITARY MANHOLE SHALLOW PER COR 400.2 AS RIM TO INVERT IS LESS THAN 7' (TYP) 71 13671 HOW WERE THESE IE'S OBTAINED? SURVEY? PER COR RECORD DRAWINGS THE IE'S AT THIS MANHOLE ARE 430.18 (8", S) AND 430.33 (6", N). CONFIRM AND REVISE AS NECESSARY. 430.18 430.33, 6", N 430.28? 0.50% SHIFT ALIGNMENT OF SEWER MAIN NORTH SO THAT IT IS 6' FROM THE INVERTED CROWN (EDGE OF PAVEMENT WITH A 12' SECTION). ROTATE MANHOLE RISERS SO THAT THE LID IS IN THE PAVED ROADWAY. BOUN SHORT PLATSEWER NOTES & DETAILS LUA16-000124, SHPL-A CONSTRUCTION PLANS BOUN SHORT PLATPPP-SS-TTTTCITY OF RENTON APPROVED BY:______________________________DATE:__________ APPROVED BY:______________________________ DATE:__________ APPROVED BY:______________________________ DATE:__________ APPROVED BY:______________________________ DATE:__________ CONTACT phone: 253-301-4157 fax: 253-336-3950 beylerconsulting.com BEYLER CONSULTING OFFICE 7602 Bridgeport Way W Lakewood, WA 98499 A PORTION OF SECTION 10, TOWNSHIP 23 N., RANGE 05 E., W.M. WWP392402 S-392402 USE COR STANDARD PLAN 400.2 - SANITARY MANHOLE SHALLOW AS RIM TO IE IS LESS THAN 7' CHECK THE IMAGE QUALITY OF THE ATTACHED PDFS. SUGGEST REATTACHING THE PDFS IN CAD OR ATTACHING THEM AS AN IMAGE TO CLEAR UP IMAGE QUALITY. LIGHTING PLANS SHALL USE CITY OF RENTON TITLEBLOCK (TYP) TRO392401 FRONTAGE IMPROVEMENTS ALONG DUVALL AVENUE NE ARE BEING CONSTRUCTED AS PART OF A CITY CAPITAL IMPROVEMENT PROJECT T-392401 ADD NOTES: 1. POLE LATITUDE AND LONGITUDE NUMBERS SHALL BE PROVIDED BY CONTRACTOR FOR INCORPORATION INTO AS-BUILT PLANS. 2. POLE ID NUMBERS SHALL BE PROVIDED BY ERIC CUTSHALL (CITY OF RENTON) FOR CONTRACTOR TO INSTALL AND INCORPORATE INTO AS-BUILT PLANS. 5. THE LOCATION OF FEATURES SHOWN SHALL BE VERIFIED IN THE FIELD BY THE CONTRACTOR WITH TRANSPORTATION MAINTENANCE ASSISTANT MANAGER, ERIC CUTSHALL (425) 430 - 7423. LIGHTING PLANS SHALL USE CITY OF RENTON TITLEBLOCK (TYP) TRO392402 T-392402 LIGHTING PLANS SHALL USE CITY OF RENTON TITLEBLOCK (TYP) TRO392403 T-392403 INCLUDE COR STANDARD PLAN 125 - TYPICAL CONCRETE PAD DETAILS USE UPDATED DETAIL DATED 04/04 REMOVE CABINET DETAILS IF NO ELECTRICAL CABINET IS PROPOSED MBMB1 :274.26'1 :200.75' 1 :348.43'1 :256.49'1 :148.05'1 :18.01'2+003+00 4+004+2420+0021+0021+9651+0052+0053+0053+07LOT 45,966 SFLOT 55,658 SFLOT 65,638 SFTRACT A7,253 SFLOT 76,453 SFLOT 25,751 SFLOT 15,098 SFLOT 35,893 SFEgEgEgFGFGFGFGFGFGEgEgEgEgEgEgFGFGFGEgEgEgEgFGBENCH, MODEL TO BEDETERMINEDPICNIC TABLE, MODELTO BE DETERMINEDPARK, DRAINAGE FACILITY AND UTILITIES ACCESSTREE RETENTION TABLE10' WIDTH LANDSCAPE BUFFER10' WIDTH LANDSCAPE BUFFER$1705*1462.#6 .7#Ä5*2.Ä#%105647%6+102.#05$1705*1462.#6222Ä55Ä6666 A PORTION OF SECTION 32, TOWNSHIP 24 N., RANGE 05 E., W.M.CITY OF RENTONAPPROVED BY:______________________________DATE:__________APPROVED BY:______________________________DATE:__________APPROVED BY:______________________________DATE:__________APPROVED BY:______________________________DATE:__________NESWSCALE: 1"=20'-0''TED392412R-392412