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Home My WebLink AboutP_civil_plans_1-6-23VAN VAN WASHINGTON STATE ROUTE 167EXISTING WETLAND BOUNDARY LUMBER SALES T EAST VALLEY ROADEAST VALLEY ROADSW 27TH ST43,322 SF PROPOSED BUILDING PARCEL BOUNDARY LINE 400 SF LUMBER RACKS (TYP) PARCEL BOUNDARY LINE S89° 45' 25"E 406.80' S89° 39' 04"E 167.06'S1° 49' 52"W108.04'S89° 39' 04"E 452.25'S1° 49' 52"W658.54'S89° 45' 25"E 361.01'S1° 49' 52"W658.54'S89° 45' 25"E 321.19'S9° 28' 54"E628.23'EXISTING BUILDING TO BE REMOVED EXISTING BUILDING TO BE REMOVED EXISTING BUILDING TO BE REMOVED ROOF OVERHANG 10' BUILDING SETBACK 400 SF LUMBER RACK PROPOSED 15' WATER EASEMENT LEGEND EXISTING PROPOSED TAX PARCEL NUMBER: PROJECT ADDRESS: ZONING: JURISDICTION: PARCEL ACREAGE: 3023059099 2980 EAST VALLEY RD RENTON, WA 98057 CA CITY OF RENTON 80,199 S.F. LEGAL DESCRIPTION PROJECT INFORMATION IF WORKERS ENTER ANY TRENCH OR OTHER EXCAVATION FOUR OR MORE FEET IN DEPTH THAT DOES NOT MEET THE OPEN PIT REQUIREMENTS OF WSDOT SECTION 2-09.3(3)B, IT SHALL BE SHORED AND CRIBBED. THE CONTRACTOR ALONE SHALL BE RESPONSIBLE FOR WORKER SAFETY AND AHBL 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 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. AHBL ASSUMES NO LIABILITY FOR THE LOCATION OF UNDERGROUND UTILITIES. 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. UTILITY NOTE FILL SPECIFICATION TRENCH NOTE THE EXISTING CULTURAL AND TOPOGRAPHIC DATA SHOWN ON THESE DRAWINGS HAS BEEN PREPARED, IN PART, BASED UPON INFORMATION FURNISHED BY OTHERS. WHILE THIS INFORMATION IS BELIEVED TO BE RELIABLE, AHBL CANNOT ENSURE ACCURACY AND THUS IS NOT RESPONSIBLE FOR THE ACCURACY OF THAT INFORMATION OR FOR ANY ERRORS OR OMISSIONS WHICH MAY HAVE BEEN INCORPORATED INTO THESE DRAWINGS AS A RESULT. TOPOGRAPHIC NOTE N GRAPHIC SCALE 0 40 80 1" = 40 FEET 20 ARCHITECT: SURVEYOR: AHBL 2215 N 30TH ST TACOMA, WA 98403 PHONE: 253.383.2422 CONTACT: DEAN ROBINSON, PLS RONHOVDE ARCHITECTS LLC 14900 INTERURBAN AVE S, SUITE 138 TUKWILA, WA 98168 CONTACT: LES SEIFERT PHONE: 206.859.5500 EMAIL: les@ronhovdearchitects.com OWNER/APPLICANT: COMPTON LUMBER CO 3847 1ST AVE S SEATTLE WA 98134 GEOTECHNICAL ENGINEER: TERRA ASSOCIATES, INC. 1220 113TH AVENUE NE, STE. 130 KIRKLAND, WA 98034 PHONE: 425.821.7777 CONTACT: TED SCHEPPER EMAIL: TSCHEPPER@TERRA-ASSOCIATES.COM 3023059091 2990 EAST VALLEY RD RENTON, WA 98057 CA CITY OF RENTON 18,042 S.F. 3023059098 2960 EAST VALLEY RD RENTON, WA 98055 CA CITY OF RENTON 88,299 S.F. 3023059096 2940 EAST VALLEY RD RENTON, WA 98057 CA CITY OF RENTON 68,220 S.F. PER FIRST AMERICAN TITLE COMPANY ORDER NO. NCS-827513-WA1 DATED DECEMBER 8, 2016 PARCEL A: THE NORTH 200 FEET OF THAT PORTION OF THE NORTH HALF OF THE SOUTHWEST QUARTER OF THE NORTHEAST QUARTER OF SECTION 30, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M., IN KING COUNTY, WASHINGTON, LYING WEST OF PRIMARY STATE HIGHWAY NO. 5 AS ESTABLISHED BY DEED RECORDED UNDER RECORDING NO. 5346369; EXCEPT THE WEST 30 FEET THEREOF CONVEYED TO THE STATE OF WASHINGTON FOR ROAD PURPOSES BY DEED RECORDED UNDER RECORDING NO. 1079782. PARCEL B: THE SOUTH 230 FEET OF THE NORTH 430 FEET OF THAT PORTION OF THE NORTH HALF OF THE SOUTHWEST QUARTER OF THE NORTHEAST QUARTER OF SECTION 30, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M., IN KING COUNTY, WASHINGTON, LYING WEST OF PRIMARY STATE HIGHWAY NO. 5 AS ESTABLISHED BY DEED RECORDED UNDER RECORDING NO. 5346369; EXCEPT THE WEST 30 FEET THEREOF CONVEYED TO THE STATE OF WASHINGTON FOR ROAD PURPOSES BY DEED RECORDED UNDER RECORDING NO. 1079782. PARCEL C: THE NORTH HALF OF THE SOUTHWEST QUARTER OF THE NORTHEAST QUARTER OF SECTION 30, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M., IN KING COUNTY, WASHINGTON, LYING WEST OF PRIMARY STATE HIGHWAY NO. 5 AS ESTABLISHED BY DEED RECORDED UNDER RECORDING NO.5346369; EXCEPT THE WEST 30 FEET THEREOF CONVEYED TO THE STATE OF WASHINGTON FOR ROAD PURPOSES BY DEED RECORDED UNDER RECORDING NO. 1079782; AND EXCEPT THE NORTH 430 FEET THEREOF; AND EXCEPT THE EAST 167 FEET OF THE WEST 197 FEET OF THE SOUTH 108 FEET OF SAID NORTH HALF OF THE SOUTHWEST QUARTER OF THE NORTHEAST QUARTER OF SAID SECTION. PARCEL D: THE EAST 167 FEET OF THE WEST 197 FEET OF THE SOUTH 108 FEET OF THE NORTH HALF OF THE SOUTHWEST QUARTER OF THE NORTHEAST QUARTER OF SECTION 30, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M., IN KING COUNTY, WASHINGTON. P T W W FOUND MONUMENT AS NOTED NAIL AND WASHER SET REBAR AND CAP FOUND PROPERTY CORNER BOLLARD MAIL BOX SIGN AS NOTED SOIL BORE SANITARY SEWER CLEANOUT SANITARY SEWER MANHOLE STORM CLEANOUT STORM CATCH BASIN STORM MANHOLE GAS VALVE UTILITY POWER POLE JUNCTION BOX POWER MANHOLE POWER METER LUMINAIRE COMMUNICATIONS MANHOLE TELEPHONE RISER TELEPHONE VAULT BLOW OFF VALVE FIRE HYDRANT HOSE BIB IRRIGATION CONTROL VALVE WATER METER WATER MANHOLE POST INDICATOR VALVE WATER VALVE WATER VAULT U-UNKNOWN DECIDUOUS TREE POWER VAULT HB STORM LINE SEWER LINE WATER LINE GAS LINE ELECTRICAL LINE COMMUNICATION LINE OVERHEAD UTILITIES FENCE ASPHALT CONCRETE WETLAND FIRE SERVICE LINE ROOF DRAIN LINE SW 27TH ST E VALLEY RDSW 23RD ST OAKESDALE AVE SWLIND AVE SWHIGHWAY 167515 515 TALBOT RD SS 23RD ST S 31ST ST SITE N VICINITY MAP SCALE: 1" = 1/4 MILE (1320') AHBL, INC. 2215 NORTH 30TH STREET - SUITE 300 TACOMA, WA 98403 PHONE: 253.383.2422 CONTACT: TODD SAWIN, P.E. EMAIL: TSAWIN@AHBL.COM CIVIL ENGINEER: LANDSCAPE AREA Know what's below. before you dig.Call R SOUNDVIEW CONSULTANTS LLC 2907 HARBORVIEW DRIVE, SUITE D GIG HARBOR, WA 98335 PHONE: 253.514.8952 CONTACT: JEREMY DOWNS EMAIL: JEREMY@SOUNDVIEWCONSULTANTS.COM WETLAND BIOLOGIST: CITY OF RENTON IN COMPLIANCE WITH CITY OF RENTON STANDARDSTED-40-4084COMPTON LUMBER RENTON R-408401 TEL FAX www.ahbl.comWEBTELFAXwww.ahbl.comWEBTELFAXwww.ahbl.comWEB 2215 North 30th Street, Suite 300 Tacoma, WA 98403 253.383.2422TEL 253.383.2572FAX www.ahbl.comWEB TACOMA SEATTLE SPOKANE TRI-CITIES EXISTING PARCEL TO BE MAINTAINED DURING CONSTRUCTION C0.1 1 SITE PLAN COVER SHEET 15' BUILDING SETBACK PARCEL NO. 3023059103 PARCEL NO. 3023059085 PARCEL NO. 3023059091 PARCEL NO. 3023059098 PARCEL NO. 3023059096 PARCEL NO. 3023059099 WETLAND BUFFER BOUNDARY Sheet List Table Sheet Number Sheet Title C0.1 SITE PLAN COVER SHEET C0.2 EXISTING CONDITIONS C0.3 NOTES C1.0 TESC C1.1 TESC NOTES AND DETAILS C2.0 HORIZONTAL CONTROL C2.1 HORIZONTAL CONTROL NOTES AND DETAILS C2.2 HORIZONTAL CONTROL NOTES AND DETAILS C3.0 STORM DRAINAGE AND GRADING C3.1 STORM DRAINAGE PROFILES C3.2 STORM DRAINAGE PROFILES C3.3 STORM DRAINAGE NOTES AND DETAILS C3.4 STORM DRAINAGE NOTES AND DETAILS C4.0 UTILITY SHEET C4.1 UTILITY PROFILES C4.2 UTILITY PROFILES C4.3 UTILITY PROFILES C4.4 UTILITY NOTES AND DETAILS C4.5 UTILITY NOTES AND DETAILS C4.6 UTILITY NOTES AND DETAILS C5.0 FRONTAGE IMPROVMENTS IL-01 ILLUMINATION PLAN IL-02 ILLUMINATION DETAILS IL-03 ILLUMINATION DETAILS IL-04 PHOTOMETRIC CALCULATIONS WL 1 WETLAND RESTORATION PLAN WL 2 RESTORATION NOTES WL 3 RESTORATION NOTES DATE: November 12, 2019 FILENAME: Q:\2019\2190112\10_CIV\CAD\2190112-SH-COVER.dwg PROPOSED 8' ACCESS EASEMENT IMPERVIOUS TO PERVIOUS CONVERSION AREA SURFACE AREA TABLE IMPERVIOUS AREA PERVIOUS AREA TOTAL AREA EXISTING SITE 4.03 0.09 4.12 PROPOSED SITE 2.75 1.37 4.12 NAVD 1988 VERTICAL DATUM ON ORTHOMETRICALLY CORRECTED GPS OBSERVATIONS USING WSRN AND GEOID 2012A. VERIFIED CITY OF RENTON 230 (CASE MONUMENT AT S 23RD ST AND WILLIAMS AVE CUL DE SAC) PUBLISHED ELEVATION = 230.75. WSRN ELEVATION 230.78 VERTICAL DATUM NAD 1983 WASHINGTON STATE PLANE NORTH PROJECTION, BASED ON GPS OBSERVATIONS USING WSRN AND GEOID 2012A. UNITS OF MEASUREMENT ARE US SURVEY FEET. CHECKED CITY OF RENTON MONUMENT NUMBERS 230 AND 1160. CITY OF RENTON #230 AHBL N=170575.43 N=170575.74 E=1300542.75 E=1300542.98 CITY OF RENTON #1160 AHBL N=170576.87 N=170577.18 E=1297883.44 E=1297883.69 BASIS OF BEARING TEAST VALLEY ROAD EAST VALLEY ROAD SW 27TH ST N GRAPHIC SCALE 0 30 60 1" = 30 FEET 15 Know what's below. before you dig.Call R CITY OF RENTON IN COMPLIANCE WITH CITY OF RENTON STANDARDSTED-40-4084COMPTON LUMBER RENTON R-408401 TEL FAX www.ahbl.comWEBTELFAXwww.ahbl.comWEBTELFAXwww.ahbl.comWEB 2215 North 30th Street, Suite 300 Tacoma, WA 98403 253.383.2422TEL 253.383.2572FAX www.ahbl.comWEB TACOMA SEATTLE SPOKANE TRI-CITIES SITE ADDRESS 2940, 2960, 2980, AND 2990 EAST VALLEY ROAD RENTON, WA 98057 PARCEL NO. 3023059103 PARCEL NO. 3023059085 PARCEL NO. 3023059091 PARCEL NO. 3023059098 PARCEL NO. 3023059096 DATE: November 12, 2019 FILENAME: Q:\2019\2190112\10_CIV\CAD\2190112-SH-COVER.dwg EXISTING CONDITIONS C0.2 2 CITY OF RENTON IN COMPLIANCE WITH CITY OF RENTON STANDARDSTED-40-4084COMPTON LUMBER RENTON R-408401 TEL FAX www.ahbl.comWEBTELFAXwww.ahbl.comWEBTELFAXwww.ahbl.comWEB 2215 North 30th Street, Suite 300 Tacoma, WA 98403 253.383.2422TEL 253.383.2572FAX www.ahbl.comWEB TACOMA SEATTLE SPOKANE TRI-CITIES DATE: November 12, 2019 FILENAME: Q:\2019\2190112\10_CIV\CAD\2190112-SH-COVER.dwg NOTES C0.3 3 1.PROJECT CONSTRUCTION SHALL COMPLY WITH THE RECOMMENDATIONS FOUND IN THE SUBMITTED GEOTECHNICAL REPORT PREPARED BY TERRA ASSOCIATES, INC., DATED JANUARY 24, 2017. 2.THE APPLICANT'S GEOTECHNICAL ENGINEER SHALL REVIEW THE PROJECT'S CONSTRUCTION AND BUILDING PERMIT PLANS TO VERIFY COMPLIANCE WITH THE SUBMITTED GEOTECHNICAL REPORT. THE GEOTECHNICAL ENGINEER SHALL SUBMIT A SEALED LETTER STATING THAT HE/SHE HAS REVIEWED THE CONSTRUCTION AND BUILDING PERMIT PLANS AND IN THEIR OPINION THE PLANS AND SPECIFICATIONS MEET THE INTENT OF THE REPORT. 3.PRIOR TO THE ISSUANCE OF A CONSTRUCTION OR BUILDING PERMIT FOR THE SITE THE APPLICANT SHALL PROVIDE AN OPINION LETTER FROM EITHER THE VOLUNTARY CLEAN UP PROGRAM OF THE WASHINGTON DEPARTMENT OF ECOLOGY (WDOE) OR FROM THE WASHINGTON STATE POLLUTION LIABILITY INSURANCE AGENCY (PLIA) THAT STATES THAT THE SOIL CLEANUP AND PLANNED GROUNDWATER MONITORING ARE LIKELY TO RECEIVE A NO FURTHER ACTION (NFA) OR THAT THE PROJECT PROGRESS AND PROPOSED GROUNDWATER MONITORING IS IN PARTIAL SUFFICIENCY (PS) OF THE CLEANUP AND IS IN SUBSTANTIVE COMPLIANCE WITH THE MODEL TOXIC CONTROL ACT. 4.PRIOR TO ANY OCCUPANCY OF THIS SITE AND PRIOR TO THE ISSUANCE OF A TEMPORARY OR FINAL CERTIFICATE OF OCCUPANCY FOR THIS SITE, THE APPLICANT SHALL PROVIDE DOCUMENTATION FROM THE DEPARTMENT OF ECOLOGY EVIDENCING THAT THE CLEANUP ON THE SITE HAS BEEN COMPLETED (LESS ANY REQUIRED ONGOING MONITORING) TO BRING THE SITE IN COMPLIANCE WITH THE MODEL TOXICS CONTROL ACT AND AND OTHER APPLICABLE CLEANUP LAW. SEPA MITIGATION MEASURES 1.THE APPLICANT SHALL COMPLY WITH THE SEPA MITIGATION MEASURES AS ADOPTED IN THE AMENDED DNS-M BY THE ENVIRONMENTAL REVIEW COMMITTEE FOR BMC RENTON (LUA17-000445) ON FEBRUARY 6, 2018. 2.A LOT CONSOLIDATION APPLICATION SHALL BE SUBMITTED TO THE CITY FOR REVIEW AND APPROVAL AND THE APPROVED LOT CONSOLIDATION SHALL BE RECORDED PRIOR TO THE ISSUANCE OF ANY CERTIFICATE OF OCCUPANCY. 3.A DETAILED LANDSCAPE PLAN SHALL BE SUBMITTED AT THE TIME OF CONSTRUCTION PERMIT APPLICATION. THE DETAILED LANDSCAPE PLAN SHALL INCLUDE BUT IS NOT LIMITED TO: 3.1.A 30-FOOT WIDE ONSITE LANDSCAPE STRIP COMPRISED OF A MIX OF TREES, SHRUBS, AND GROUND COVER ALONG THE EAST VALLEY ROAD SIDE OF ANY OUTDOOR LUMBER SALES/STORAGE AREAS; 3.2.ADDITIONAL LANDSCAPED ISLANDS WITHIN THE SURFACE PARKING LOT SO THAT NO PARKING SPACE IS LOCATED FURTHER AN 50 FEET FROM A LANDSCAPED AREA; THE DETAILED LANDSCAPE PLAN SHALL BE SUBMITTED TO THE CURRENT PLANNING PROJECT MANAGER FOR REVIEW AND APPROVAL PRIOR TO CONSTRUCTION PERMIT ISSUANCE. 4.A FINAL TREE REPLACEMENT PLAN SHALL BE SUBMITTED AT THE TIME OF CONSTRUCTION APPLICATION TO THE CURRENT PLANNING PROJECT MANAGER FOR REVIEW AND APPROVAL PRIOR TO CONSTRUCTION PERMIT ISSUANCE. 5. 6.THE PROPOSED SITE PLAN SHALL BE REVISED TO BRING THE NUMBER OF SURFACE PARKING STALL INTO COMPLIANCE WITH THE PERMITTED RANGE OF 69-96 PARKING SPACES. A REVISED SITE PLAN SHALL BE SUBMITTED TO THE CURRENT PLANNING PROJECT MANAGER AT THE TIME OF CONSTRUCTION PERMIT REVIEW FOR REVIEW AND APPROVAL. 7.THE COMBINED REFUSE AND RECYCLING DEPOSIT AREA SHALL BE INCREASED TO A MINIMUM AREA OF 185 SQUARE FEET. 8.THE APPLICANT SHALL PROVIDE A DESIGN DETAIL WITH THE BUILDING PERMIT APPLICATION DEMONSTRATING THAT THE SERVICE ELEMENT DOORS WOULD BE SELF-CLOSING. 9.THE PARKING LOT PEDESTRIAN PATHWAY SHALL BE COMPRISED OF A DIFFERENTIATED MATERIAL OR TEXTURE FROM ABUTTING PAVING MATERIALS (I.E. STAMPED CONCRETE, OR PAVERS) AND SHOULD, AT A MINIMUM, MATCH THE WIDTH OF THE ENTRY DOORS. THE PEDESTRIAN CONNECTION SHOULD BE DETAILED ON A REVISED SITE PLAN TO BE SUBMITTED AT THE TIME OF CONSTRUCTION PERMIT REVIEW AND SUBMITTED TO THE CURRENT PLANNING PROJECT MANAGER FOR REVIEW AND APPROVAL. 10.SITE FURNITURE LOCATIONS AND DETAILS DEMONSTRATING COMPLIANCE WITH THE DESIGN STANDARDS SHALL BE PROVIDED WITH THE BUILDING PERMIT APPLICATION FOR REVIEW AND APPROVAL BY THE CURRENT PLANNING PROJECT MANAGER. 11.A MATERIALS BOARD SHALL BE SUBMITTED TO THE CURRENT PLANNING PROJECT MANAGER AT THE TIME OF BUILDING PERMIT REVIEW FOR REVIEW AND APPROVAL. 12.A LIGHTING PLAN AND LIGHTING DETAIL SHALL BE PROVIDED AT THE TIME OF BUILDING PERMIT REVIEW FOR REVIEW AND APPROVAL BY THE CURRENT PLANNING PROJECT MANAGER PRIOR TO BUILDING PERMIT ISSUANCE. 13.THE REDUCED WETLAND BUFFER SHALL EXTEND TO THE EDGE OF THE ASPHALT PAVEMENT AND THE ENTIRE WETLAND BUFFER AREA BE ENHANCED WITH NATIVE VEGETATION AND PROTECTED WITHIN A NATIVE GROWTH PROTECTION EASEMENT. A FINAL WETLAND BUFFER ENHANCEMENT PLAN SHALL BE SUBMITTED AT THE TIME OF BUILDING PERMIT AND/OR CONSTRUCTION PERMIT REVIEW FOR REVIEW AND APPROVAL BY THE CURRENT PLANNING PROJECT MANAGER PRIOR TO PERMIT ISSUANCE. 14.THE LOCATION OF BICYCLE PARKING AND A BICYCLE PARKING DETAIL SHALL BE PROVIDED AT THE TIME OF BUILDING PERMIT REVIEW FOR REVIEW AND APPROVAL BY THE CURRENT PLANNING PROJECT MANAGER. BICYCLE PARKING SHALL MEET THE STANDARDS OUTLINED UNDER RMC 4-4-080F.11. 15.AN 8’ TRAIL EASEMENT SHALL BE RECORDED AND DEDICATED TO THE CITY ALONG THE NORTH PROPERTY LINE FOR FUTURE TRAIL CONNECTIONS. A COPY OF THE EASEMENT SHALL BE SUBMITTED FOR REVIEW AND APPROVAL BY THE COMMUNITY SERVICES DEPARTMENT AND THE CITY ATTORNEY AT THE TIME OF BUILDING PERMIT REVIEW AND SHALL BE RECORDED PRIOR TO THE ISSUANCE OF A BUILDING PERMIT. 16.AN UPDATED FINAL TRAFFIC ANALYSIS SHALL BE PROVIDED AT THE TIME OF UTILITY CONSTRUCTION PERMIT REVIEW FOR REVIEW AND APPROVAL BY THE CITY PLAN REVIEWER. LAND USE CONDITIONS OF APPROVAL SL SL SL WR WRWASHINGTON STATE ROUTE 167T EAST VALLEY ROADEAST VALLEY ROADSW 27TH ST(TYP) (TYP) 19 19 (TYP) (TYP) (TYP) (TYP) 19 1919 1 9 1919 1918 19 IP CE SF SF SP SF CL SL SL SL SF SF IP 1 1 1 1 1 1 2 22 2 2 2 2 2 3 3 3 4 4 4 5 5 5 6 6 5 8 8 9 9 6 10 5 7 7 7 7 9 11 11 11 11 11 11 7 7 7 11 12 12 12 13 13 7 CAUTION: OVERHEAD POWER CAUTION: OVERHEAD POWER PL PL 2 SF SF 14 ID ID N GRAPHIC SCALE 0 40 80 1" = 40 FEET 20 KEY NOTES REMOVE EXISTING STRUCTURE AND ANY ASSOCIATED RAMPS, STAIRWAYS, AND/OR AWNING AS WELL AS ANY ASSOCIATED FOUNDATIONS AND/OR APPURTENANCES. COORDINATE REMOVAL, SALVAGE AND STORAGE WITH OWNER. REMOVE EXISTING CATCH BASIN REMOVE EXISTING STORM DRAINAGE PIPE CAP AND ABANDON EXISTING STORM DRAINAGE PIPE IN PLACE. REMOVE EXISTING ECOLOGY BLOCK REMOVE EXISTING PROPANE TANK REMOVE EXISTING SITE FEATURE/FURNISHING AND ANY ASSOCIATED FOUNDATION AND/OR APPURTENANCES PROTECT EXISTING FIRE HYDRANT TO REMAIN REMOVE EXISTING OVER HEAD POWER. COORDINATE WITH ELECTRICAL COMPANY REMOVE EXISTING DEBRIS PILE PROTECT EXISTING UTILITY TO REMAIN REMOVE EXISTING SIDEWALK, CURB AND GUTTER PROPOSED DRAINAGE SYSTEM CONSTRUCT 35'W X 103'L SEDIMENT TRAP. TOP SURFACE AREA MUST OF TRAP MUST BE GREATER THAN OR EQUAL TO 3,583 SF 1 2 3 4 5 6 7 8 9 10 11 12 13 14 CONSTRUCTION SEQUENCE 1.CLEARLY MARK THE CLEARING LIMITS BY FLAGGING AND/OR HIGH VISIBILITY FENCE. 2.SCHEDULE AND ATTEND PRECONSTRUCTION MEETING WITH CITY OF RENTON. 3.PROVIDE MISCELLANEOUS DEMOLITION AND CLEAR AND GRUB AREA WITHIN CLEARING LIMITS REQUIRED FOR INSTALLATION OF TEMPORARY EROSION CONTROL FACILITIES. ALL EROSION AND SEDIMENT CONTROL FACILITIES SHOWN ON THE EROSION CONTROL PLAN SHALL BE INSTALLED PRIOR TO OR AS A FIRST STAGE OF SITE PREPARATION. 4.THE CONTRACTOR SHALL INSPECT EROSION CONTROL MEASURES AND PROVIDE REPAIRS AS NEEDED PER THE PROJECT CSWPPP. 5.CLEAR AND GRUB THE REMAINDER OF THE SITE WITHIN CLEARING LIMITS, AND ROUGH GRADE. 6.PROVIDE COVER MEASURES, AS REQUIRED, TO INCLUDE ARMORING, MULCHING, AND HYDROSEEDING TO STABILIZE DENUDED AREAS AND PREVENT THE TRANSPORT OF SEDIMENT-LADEN STORMWATER OFFSITE. 7.PROVIDE STORM SYSTEM AND MISCELLANEOUS UTILITIES AS SHOWN ON THE PLANS. PROVIDE INLET PROTECTION ON ALL NEW CATCH BASINS. 8.FINE GRADE SITE AND PAVE. COORDINATE WITH CITY FOR REQUIRED INSPECTIONS. 9.STABILIZE ALL REMAINING DISTURBED AREAS. 10.COORDINATE WITH CITY FOR FINAL INSPECTION. 11.REMOVE REMAINING TEMPORARY EROSION CONTROL DEVICES WHEN AREA HAS BEEN PERMANENTLY STABILIZED WITH VEGETATION AND REMOVAL IS APPROVED BY THE CITY. Know what's below. before you dig.Call R WETLAND RESTORATION THE ONSITE WETLAND AND ASSOCIATED BUFFER SHALL BE RESTORED PER THE DIRECTIONS OF SOUND VIEW CONSULTANT'S WETLAND AND FISH AND WILDLIFE HABITAT ASSESSMENT AND RESTORATION PLAN WHICH CAN BE FOUND IN APPENDIX B OF THE TECHNICAL INFORMATION REPORT. THE RESTORATION ACTIONS FOR THE WETLAND AND BUFFER INCLUDE BUT MAY NOT BE LIMITED TO THE FOLLOWING RECOMMENDATIONS. ·REMOVAL OF PAVED SURFACES AND TRASH AND DEBRIS WITHIN THE WETLAND BUFFER; ·PRE-TREAT INVASIVE PLANTS WITH AN HERBICIDE APPROVED BY WASHINGTON DEPARTMENT OF AGRICULTURE, THEN GRUB TO REMOVE THE INVASIVE PLANTS, AND REPLANT ALL CLEARED AREAS WITH USING THE NATIVE SPECIES OUTLINED IN TABLE 6-8 AND APPENDIX C OF THE WETLAND REPORT. PRE-TREATMENT OF THE INVASIVE PLANTS SHOULD OCCUR A MINIMUM OF TWO WEEKS PRIOR TO REMOVAL. ·REPLANT ALL AREAS WITH NATIVE TREES, SHRUBS, AND GROUNDCOVERS LISTED IN SECTION 7.6.3, OR SUBSTITUTES APPROVED BY THE RESPONSIBLE WETLAND SCIENTIST, TO HELP RETAIN SOILS, FILTER STORMWATER, AND INCREASE BIODIVERSITY. ·AN APPROVED NATIVE SEED MIX WILL BE USED TO SEED THE DISTURBED AREAS AFTER PLANTING. ·MAINTAIN AND CONTROL INVASIVE PLANTS ANNUALLY, AT A MINIMUM, OR MORE FREQUENTLY IF NECESSARY. MAINTENANCE TO REDUCE THE GROWTH AND SPREAD OF INVASIVE PLANTS IS NOT RESTRICTED TO CHEMICAL APPLICATIONS BUT MAY INCLUDE HAND REMOVAL, IF WARRANTED. ·PROVIDE DRY-SEASON IRRIGATION AS NECESSARY TO ENSURE NATIVE PLANT SURVIVAL. ·DIRECT EXTERIOR LIGHTS AWAY FROM THE WETLANDS WHEREVER POSSIBLE. ·PLACE ALL ACTIVITIES THAT GENERATE EXCESSIVE NOISE (E.G., GENERATORS AND AIR CONDITIONING EQUIPMENT) AWAY FROM THE WETLANDS WHERE FEASIBLE. CITY OF RENTON IN COMPLIANCE WITH CITY OF RENTON STANDARDSTED-40-4084COMPTON LUMBER RENTON R-408401 TEL FAX www.ahbl.comWEBTELFAXwww.ahbl.comWEBTELFAXwww.ahbl.comWEB 2215 North 30th Street, Suite 300 Tacoma, WA 98403 253.383.2422TEL 253.383.2572FAX www.ahbl.comWEB TACOMA SEATTLE SPOKANE TRI-CITIES 1 C1.1 2 C1.1 3 C1.1 4 C1.1 DATE: November 4, 2019 FILENAME: Q:\2019\2190112\10_CIV\CAD\2190112-SH-TESC.dwg TESC TESC LEGEND RIGHT-OF-WAY / PROPERTY LINE CLEARING / PROJECT LIMITS CONSTRUCTION ENTRANCE PROJECT LIMITS REMOVE EXISTING ASPHALT REMOVE EXISTING CONCRETE REMOVE EXISTING FENCE WETLAND RESTORATION AREA STOCKPILE LOCATION SILT FENCE SAWCUT LINE REMOVE EXISTING TREE CB INLET PROTECTION EXISTING MAJOR CONTOUR EXISTING MINOR CONTOUR PROPOSED MINOR CONTOUR PROPOSED MAJOR CONTOUR INTERCEPTOR DITCH CL CE PL WR SP SF SL IP 123 123 ID C1.0 4 GRADE PER PLAN 2 11 2 MAXIMUM 0.5' MIN.1.0' MIN.WATER LEVEL 1 NOT TO SCALE INTERCEPTOR DITCH 1 C1.0 5 C1.1 NOTE: THE CONTRACTOR SHALL DETERMINE A CONCRETE WAHOUT AREA ON SITE PER SPECAFICATIONS IN SECTION D2.2.1 OF THE RSWDM GENERAL EROSION CONTROL NOTES 1. ON-SITE EROSION CONTROL MEASURES SHALL BE THE RESPONSIBILITY OF THE DEVELOPER. ANY PROBLEMS OCCURRING BEFORE FINAL ACCEPTANCE OF THE STORM SYSTEM BY THE MUNICIPALITY SHALL BE CORRECTED BY THE APPLICANT AND/OR THE CONTRACTOR. 2. IN CASE EROSION OR SEDIMENTATION OCCURS TO ADJACENT PROPERTY, ALL CONSTRUCTION WORK WITHIN THE DEVELOPMENT THAT WILL AGGRAVATE THE SITUATION MUST CEASE AND THE APPLICANT/CONTRACTOR SHALL IMMEDIATELY COMMENCE RESTORATION OR MITIGATION MEASURES. RESTORATION ACTIVITY SHALL CONTINUE UNTIL SUCH TIME AS THE PROBLEM IS RECTIFIED. 3. ALL EROSION AND SEDIMENTATION CONTROL DEVICES SHOWN ON THIS DRAWING SHALL BE INSTALLED PRIOR TO OR AS THE FIRST STAGE OF SITE PREPARATION. 4. SHOULD THE TEMPORARY EROSION AND SEDIMENTATION CONTROL MEASURES SHOWN ON THIS DRAWING NOT PROVE ADEQUATE TO CONTROL EROSION AND SEDIMENTATION, THE APPLICANT/CONTRACTOR SHALL INSTALL ADDITIONAL FACILITIES AS NECESSARY TO PROTECT ADJACENT PROPERTIES, SENSITIVE AREAS, NATURAL WATER COURSES, AND/OR STORM DRAINAGE SYSTEMS. 5. IN ANY AREA WHICH HAS BEEN STRIPPED OF VEGETATION OR EXPERIENCED LAND DISTURBING ACTIVITIES AND WHERE NO FURTHER WORK IS ANTICIPATED FOR A PERIOD EXCEEDING THE LISTED CRITERIA, ALL DISTURBED AREAS MUST BE IMMEDIATELY STABILIZED WITH MULCHING, GRASS PLANTING, OR OTHER APPROVED EROSION CONTROL TREATMENT APPLICABLE TO THE TIME OF YEAR IN QUESTION. GRASS SEEDING ALONE WILL BE ACCEPTABLE ONLY DURING THE MONTHS OF APRIL THROUGH SEPTEMBER, INCLUSIVE. SEEDING MAY PROCEED, HOWEVER, WHENEVER IT IS IN THE INTEREST OF THE APPLICANT/CONTRACTOR, BUT MUST BE AUGMENTED WITH MULCH, NETTING, OR OTHER TREATMENT. 6. THE PROJECT ENGINEER OR PROJECT SURVEYOR WILL BE RESPONSIBLE FOR FIELD LOCATING THE CLEARING LIMITS AND ESTABLISHING THOSE BOUNDARIES WITH BRIGHT COLORED FLAGGING. THE CONTRACTOR SHALL CLEAR TO THE LIMITS AS ESTABLISHED ON THIS PLAN AND AS FLAGGED IN THE FIELD. 7. THE CITY SHALL BE RESPONSIBLE FOR THE INSPECTION AND ACCEPTANCE OF ALL CLEARING AND GRADE WORK AND EROSION EROSION AND SEDIMENTATION CONTROL FACILITIES. 8. THE APPLICANT AND/OR CONTRACTOR SHALL NOTIFY THE CITY FORTY-EIGHT HOURS IN ADVANCE OF EACH REQUIRED EROSION AND SEDIMENTATION CONTROL INSPECTION. INSPECTION NO.1 - INSTALLATION OF EROSION CONTROL FACILITIES/PRIOR TO CLEARING INSPECTION NO.2 - COMPLETION OF CLEARING INSPECTION NO.3 - UPON COMPLETION OF EXCAVATION, FILLING, AND EARTHWORK. INSPECTION NO.4 - COMPLETION OF PROJECT INSPECTION NO.5 - AS NEEDED TO DETERMINE COMPLIANCE WITH APPROVED PLANS AND/OR SPECIFICATIONS. (DOES NOT REQUIRE ADVANCED NOTICE). 8. ALL WORK ASSOCIATED WITH THE STABILIZING THE DISTURBED AREAS SHALL BE IN ACCORDANCE WITH DEPARTMENT OF ECOLOGY'S STORMWATER MANAGEMENT MANUAL FOR WESTERN WASHINGTON 2014. 9. ALL NECESSARY FACILITIES SHALL BE MAINTAINED ON SITE TO PREVENT DEBRIS, DUST, AND MUD FROM ACCUMULATING ON THE PUBLIC RIGHT-OF-WAY. Know what's below. before you dig.Call R 1.CONTRACTOR IS RESPONSIBLE FOR ENSURING THAT ALL UTILITIES HAVE BEEN DISCONNECTED PRIOR TO COMMENCING DEMOLITION. 2.DEMOLITION: IT IS THE INTENT OF THE WORK UNDER THIS CONTRACT TO INCLUDE THE DEMOLITION OF ALL EXISTING BUILDINGS, PAVING, UTILITIES AND OTHER EXISTING SITE IMPROVEMENTS INCLUDING THEIR UNDERGROUND COMPONENTS AS INDICATED BY THIS DRAWING AND AS REQUIRED FOR NEW CONSTRUCTION. IT IS THE CONTRACTOR'S RESPONSIBILITY TO FULLY REVIEW THE SITE CONDITIONS AND TO CORRELATE THESE OBSERVATIONS WITH THE PROJECT WORK AND INCLUDE ALL NECESSARY DEMOLITION, WHETHER SHOWN OR NOT, AND INCLUDE ALL SUCH COSTS IN THE BASE BID. 3.CLEARING: IT IS THE INTENT OF THE WORK UNDER THIS CONTRACT TO CONDUCT ALL CLEARING NECESSARY TO BE ABLE TO COMPLETE ALL THE WORK OF THIS PROJECT. 4.CONTRACTOR SHALL LEGALLY DISPOSE OF THE OWNER'S PROPERTY, ALL DEMOLISHED AND REMOVED MATERIALS, UNLESS INDICATED OTHERWISE. 5.IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO COMPLETELY COORDINATE UTILITY DEMOLITION WITH NEW CONSTRUCTION. CONTRACTOR SHALL ENSURE THAT ADEQUATE FIRE PROTECTION IN ACCORDANCE WITH THE FIRE MARSHALL REQUIREMENTS IS PROVIDED FOR THE NEW BUILDING. 6.COORDINATE POWER DEMOLITION WITH CITY OF RENTON PUBLIC UTILITIES AND ELECTRICAL PLANS. CONTRACTOR TO ENSURE THAT DEMOLITION OF LINES WILL NOT COMPROMISE POWER TO OTHER AREAS. 7.POWER AND CABLE SERVING BUILDINGS TO REMAIN RUN THROUGH THIS SITE. CONTRACTOR SHALL INSTALL NEW SERVICES TO BUILDINGS REMAINING PRIOR TO DEMOLISHING EXISTING LINES. 8.GAS DISCONNECTION BY PSE CONTRACTOR TO COORDINATE WORK WITH PSE. CONTRACTOR TO DEMOLISH ABANDONED SERVICE. CONTRACTOR TO ENSURE THAT DEMOLITION OF GAS LINES WILL NOT IMPACT GAS SERVICE TO OTHER AREAS. NO DISRUPTION IN SERVICE ALLOWED. 9.ANY ABANDONED SIDE SEWER(S) SHALL BE PLUGGED OR CAPPED AT THE RIGHT-OF-WAY OR PROPERTY LINE. 10.CONTRACTOR SHALL MINIMIZE DUST GENERATION ONSITE BY SPRINKLING THE SITE WITH WATER UNTIL SURFACE IS WET. SEE BMP C140. 11.SAWCUT CONCRETE SIDEWALK AT THE NEAREST JOINT. 12.ALL MONUMENTS DISTURBED AS A RESULT OF CONSTRUCTION ACTIVITIES SHALL BE REPLACED PER WAC 332-120 AT NOT ADDITIONAL COST TO THE OWNER. CONTRACTOR SHALL APPLY FOR PERMIT FROM THE DEPARTMENT OF NATURAL RESOURCES AS NECESSARY. DEMOLITION NOTES 8' MAX. 1 1 PROVIDE SAND BAGS 10' O.C. TO HOLD PLASTIC COVERING IN PLACE STOCKPILE AREA EXISTING GRADE 1 1 NOTES: 1.STOCKPILES SHALL BE STABILIZED WITH PLASTIC COVERING OR OTHER APPROVED DEVICE. 2.SEDIMENT LEACHING FROM STOCKPILES SHALL BE PREVENTED DURING ALL SEASONS. 1.PLASTIC SHEETING SHALL HAVE A MINIMUM THICKNESS OF 6 MILS AND SHALL MEET THE REQUIREMENTS OF THE WASHINGTON STATE DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS SECTION 9-14.5(3). 2.COVERING SHALL BE INSTALLED AND MAINTAINED TIGHTLY IN PLACE BY USING SANDBAGS OR TIRES ON ROPES WITH A MAXIMUM 10-FOOT GRID SPACING IN ALL DIRECTIONS. ALL SEAMS SHALL BE TAPED OR WEIGHTED DOWN FULL LENGTH. SEAMS SHALL HAVE AT LEAST A 12 INCH OVERLAP. 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 COVERING IS USED ON UN-SEEDED SLOPES, IT SHALL BE KEPT IN PLACE UNTIL THE NEXT SEEDING PERIOD. 5.PLASTIC COVERING SHALL BE BURIED TWO FEET AT THE TOP OF SLOPES IN ORDER TO PREVENT SURFACE WATER FLOW BENEATH SHEETS. 6.PROPER MAINTENANCE OF COVERING INCLUDES, BUT IS NOT NECESSARILY LIMITED TO, REGULAR CHECKS FOR AND REPAIRS OF RIPS AND DISLODGED ENDS. PLASTIC COVERING NOTES CITY OF RENTON IN COMPLIANCE WITH CITY OF RENTON STANDARDSTED-40-4084COMPTON LUMBER RENTON R-408401 TEL FAX www.ahbl.comWEBTELFAXwww.ahbl.comWEBTELFAXwww.ahbl.comWEB 2215 North 30th Street, Suite 300 Tacoma, WA 98403 253.383.2422TEL 253.383.2572FAX www.ahbl.comWEB TACOMA SEATTLE SPOKANE TRI-CITIES 1 NOT TO SCALE INLET PROTECTION 2 NOT TO SCALE CONSTRUCTION ENTRANCE 3 NOT TO SCALE SILT FENCE 4 NOT TO SCALE STOCKPILE DATE: November 4, 2019 FILENAME: Q:\2019\2190112\10_CIV\CAD\2190112-SH-TESC.dwg TESC NOTES AND DETAILS C1.1 5 5 NOT TO SCALE SEDIMENT TRAP TEAST VALLEY ROAD EAST VALLEY ROAD SW 27TH ST VANVANWASHING T O N S T A T E R O U T E 1 6 7 26' 26' 30'30' 10' 6.5'8' 18' 9' 26' 26' 60' R4.5' R4.5' R44.1' R4.5' R15'R25' R45' R25'R45' R4.5' R15' R5' R65.7' R15' R5' 9' (TYP) (TYP) (TYP) (TYP) (TYP) VC VC VC VC VC ICICICICVCVCVCVC VC VC VC VC VC x x x x x VC 1 1 1 1 2 2 11 3 (TYP) 5 (TYP) 6(TYP) 4 4 4 (TYP) 5(TYP) VC VC 8 7 (TYP) 8 NCNCNC VC x x x x 35.7' 5' 5' 9 (TYP) 10 PROPOSED 8' ACCESS EASEMENT R25' R25' R45' R50' 12 12 12 12 CITY OF RENTON IN COMPLIANCE WITH CITY OF RENTON STANDARDSTED-40-4084COMPTON LUMBER RENTON R-408401 TEL FAX www.ahbl.comWEBTELFAXwww.ahbl.comWEBTELFAXwww.ahbl.comWEB 2215 North 30th Street, Suite 300 Tacoma, WA 98403 253.383.2422TEL 253.383.2572FAX www.ahbl.comWEB TACOMA SEATTLE SPOKANE TRI-CITIES GRAPHIC SCALE 0 30 60 1" = 30 FEET 15 NPARCEL NO. 3023059103 PARCEL NO. 3023059085 PARCEL NO. 3023059091 PARCEL NO. 3023059098 PARCEL NO. 3023059096 DATE: October 31, 2019 FILENAME: Q:\2019\2190112\10_CIV\CAD\2190112-SH-SITE.dwg HORIZONTAL CONTROL PARCEL NO. 3023059099 SURFACING LEGEND ASPHALT PAVEMENT (STANDARD) ASPHALT PAVEMENT (HEAVY) CEMENT CONCRETE SIDEWALK CEMENT CONCRETE HEAVY CHANGE CURB TYPE CURB AND GUTTER VERTICAL CURB (CEMENT CONCRETE TRAFFIC CURB) NO CURB INTEGRAL CURB SIGN AS NOTED TYPE 1S TRAFFIC ARROW PER WSDOT STD PLAN M-24.40-01 2' WIDE STOP LINE FIRE LANE STRIPING (CONFIRM EXTENTS WITH FIRE MARSHALL) X CG VC NC NOTES 1.REFER TO LANDSCAPE PLANS FOR ADDITIONAL HORIZONTAL CONTROL, SITE FURNISHINGS, AND RELATED DETAILS NOT SHOWN ON THIS PLAN. 2.REFER TO LANDSCAPE PLANS FOR FENCE DETAILS. 3.REFER TO LANDSCAPE PLANS FOR CONCRETE SCORING AND JOINTING. 4.ALL DIMENSIONS ARE TO FACE OF CURB UNLESS OTHERWISE NOTED. KEY NOTES NEW DRIVEWAY APPROACH PER COR STANDARD PLAN 104.2 AND 104.4. SEE SHEET C5.0. CONSTRUCT PERPENDICULAR CURB RAMP PER WSDOT STANDARD PLAN F-40.15-03 HEAVY DUTY CONCRETE PEDESTRIAN PATH W STAMPED PATTERN. CONTRACTOR TO COORDINATE PATTEN WITH OWNER. DISABLED PARKING SPACE SIGNAGE 4" WIDE, 4 MIL THICK PAINTED WHITE STRIP PROVIDE INTERNATIONAL SYMBOL OF ACCESS PAINTED ON PAVING PER WSDOT STANDARD PLAN M-24.60-03 LUMBER RACK. SEE ARCHITECTURAL PLANS FIRE APPARATUS TURNING MOVEMENTS ELECTRICAL LIGHT BOLLARDS. SEE ELECTRICAL PLANS FOR MORE INFORMATION. BIKE RACKS. SEE LANDSCAPE PLANS FOR MORE INFORMATION. ADA CROSSWALK PAVEMENT MARKINGS 5' X 5' CONCRETE FIRE HYDRANT PAD 1 2 3 4 5 6 7 8 9 10 11 12 IC 1 C2.1 1 C2.1 5 C2.1 # C2.1 3 C2.1 6 C2.1 5 PARKING REQUIREMENTS STALLS GENERAL OFFICE = 10,000 SF 20 RETAIL/ WHOLESALE SALES (SHOWROOM) = 10,000 SF 25 WAREHOUSE= 30,000 SF 20 OUTDOOR SALES = 31515 SF 16 TOTAL 81 PARKING PROVIDED TOTAL 96 1 C2.2 C2.0 6 2 C2.2 3 C2.2 4 C2.2 4 C2.2 FOR INFORMATION REGARDING WETLAND BUFFER MITIGATION. SEE WETLAND RESTORATION PLANS BY SOUNDVIEW CONSULTANTS. 5 C2.2 6 C2.2 2 C4.4 PROPOSED GRADE AT FLOOR OF PARKING SPACE 12"MIN.8"MIN. 3000 PSI CONCRETE 2" DIA GIP SCH 40 18"2.5'4"BOTTOM OF SIGN 5'1'-0" R7-8a SIGN AT VAN ACCESSIBLE STALL CITY OF RENTON IN COMPLIANCE WITH CITY OF RENTON STANDARDSTED-40-4084COMPTON LUMBER RENTON R-408401 TEL FAX www.ahbl.comWEBTELFAXwww.ahbl.comWEBTELFAXwww.ahbl.comWEB 2215 North 30th Street, Suite 300 Tacoma, WA 98403 253.383.2422TEL 253.383.2572FAX www.ahbl.comWEB TACOMA SEATTLE SPOKANE TRI-CITIES DATE: October 31, 2019 FILENAME: Q:\2019\2190112\10_CIV\CAD\2190112-SH-SITE.dwg HORIZONTAL CONTROL NOTES AND DETAILS 1 NOT TO SCALE CEMENT CONCRETE CURBS 2 NOT TO SCALE CURB AND GUTTER RELPACEMENT 3 NOT TO SCALE CEMENT CONCRETE DRIVEWAY 4 NOT TO SCALE ASPHALT PATCHING 5 NOT TO SCALE SIDEWALK 6 NOT TO SCALE DISABLED PARKING SIGNAGE C2.1 7 CITY OF RENTON IN COMPLIANCE WITH CITY OF RENTON STANDARDSTED-40-4084COMPTON LUMBER RENTON R-408401 TEL FAX www.ahbl.comWEBTELFAXwww.ahbl.comWEBTELFAXwww.ahbl.comWEB 2215 North 30th Street, Suite 300 Tacoma, WA 98403 253.383.2422TEL 253.383.2572FAX www.ahbl.comWEB TACOMA SEATTLE SPOKANE TRI-CITIES DATE: October 31, 2019 FILENAME: Q:\2019\2190112\10_CIV\CAD\2190112-SH-SITE.dwg HORIZONTAL CONTROL NOTES AND DETAILS 1 NOT TO SCALE PERPENDICULAR CURB RAMP C2.2 8 FIRE 8" FACE OF CURB 20' CL E A R A R E A TOP A N D 3" STROKE WHITE LETTERS 50' M A X. SPACI N G RED C O L O R E D C U R B FAC E O F C U R B NO PARKINGNO PARKING-FIRE LANE18"2 NOT TO SCALE FIRE LANE STRIPING NOTES: 1.DEPTHS ARE COMPACTED THICKNESS. SEE SPECS. 2.CONCRETE PANELS SHALL BE 12' x 12'. 3.PROVIDE ISOLATION JOINTS AT 12' INTERVALS AND PER WSDOT DETAIL A-40.15-00. 4.A BROOMED FINISH IN THE TRANSVERSE DIRECTION SHALL BE PROVIDED. 5.PREPARE SUBGRADE PER GEOTECHNICAL RECOMMENDATIONS BY LANDAU ASSOCIATES, INC. 6.CONSTRUCTION JOINTS PER DETAIL 6" 6" CLASS 4000 CONCRETE PAVEMENT 12" COMPACTED SUBGRADE TO 95% 6x6 W2.9xW2.9 WELD WIRE AT SLAB CENTER CRUSHED SURFACING BASE COURSE PER WSDOT STANDARD SPECIFICATION 9-03.9(3) LANE LANE 1' ROADWAY LANE NOTES: 1.TO THE MAXIMUM EXTENT POSSIBLE, CURB RAMP CENTERLINE SHOULD BE PERPENDICULAR TO THE CROSSWALK CENTERLINE. 2.TO THE MAXIMUM EXTENT POSSIBLE, CROSSWALKS SHOULD BE PERPENDICULAR TO THE CENTERLINE OF THE TRAVELED WAY. STOP LINE 5' MAX TYP.8'4' MIN. 1' MIN. CROSSWALK LINE EDGE OF PAVEMENT, OR FACE OF CURB (WITHOUT GUTTER), OR EDGE OF GUTTER PAN (WHEN THERE IS CURB AND GUTTER) (TYP.) 2' TYP.1'1' 3 NOT TO SCALE CROSSWALK STRIPNG 4 NOT TO SCALE HEAVY DUTY CONCRETE 4" 6" 1" R TOOLED JOINT 2% SLOPE (1/4" DROP PER 1') 8" COMPACTED SUBGRADE 12" 2" PAVEMENT SEE ARCHITECT PLANS FOR CONSTRUCTION JOINT LAYOUT NOTES 1.SUBGRADE COMPACTION FOR CONCRETE CURB AND WALKS SHALL BE 95% OF MAXIMUM DENSITY. 2.EXPANSION JOINTS CONSISTING OF 3/16" BY 2" PREMOLDED JOINT MATERIAL SHALL BE PLACED AT 15 FOOT INTERVALS AT DRIVEWAY RETURNS AND AROUND ALL UTILITY POLES, METER BOXES, ETC. IN SIDEWALKS. 3.CONTRACTION JOINTS SHALL BE INSTALLED EVERY 5' UNLESS OTHERWISE SHOWN. REFER TO LANDSCAPE ARCHITECT PLANS FOR JOINTING LAYOUT. 4.A BROOMED FINISH SHALL BE PROVIDED IN TRANSVERSE DIRECTION UNLESS OTHERWISE INDICATED. REFER TO LANDSCAPE ARCHITECT PLANS. CLASS 3000 CEMENT CONCRETE, 6" UNLESS NOTED OTHERWISE 4" 2" STANDARD PAVEMENT PROVIDE HERBICIDE TREATMENT PROVIDE HERBICIDE TREATMENT NOTE : 1.ALL DEPTHS SHOWN ARE COMPACTED DEPTHS. 2.PREPARE SUBGRADE PER GEOTECHNICAL RECOMMENDATIONS BY TERRA ASSOCIATES, INC. 3" 6" HMA CLASS 1/2", PG 64-22 PER WSDOT STANDARD SPECIFICATION 5-04 CRUSHED SURFACING BASE COURSE PER WSDOT STANDARD SPECIFICATION 9-03.9(3) (SEE NOTES) COMPACTED SUBGRADE TO 95% CRUSHED SURFACING BASE COURSE PER WSDOT STANDARD SPECIFICATION 9-03.9(3) (SEE NOTES) HMA CLASS 1/2", PG 64-22 PER WSDOT STANDARD SPECIFICATION 5-04 COMPACTED SUBGRADE TO 95% HEAVY DUTY PAVEMENT 5 NOT TO SCALE ASPHALT SECTIONS 6 NOT TO SCALE INTEGRAL CURB AND SIDEWALK TEAST VALLEY ROAD EAST VALLEY ROAD SW 27TH ST VANVANWASHING T O N S T A T E R O U T E 1 6 7 1 9 19 SDCB 05 SDCB 04 SDCB 09 SDCB 07 SDCB 10 SDCB 08 SDCB 06 50' DISPERSION TRENCH SDCB 02 SDCB 01 SDCB 03 74 LF 8" ADS @ 0.50% 66 LF 8" ADS @ 0.50% 60 LF 8" CPEP @ 0.50% 66 LF 8" ADS @ 0.50% 25 LF 8" CPEP @ 0.50% 6 LF 8" CPEP @ 0.50% 71 LF 12" CPEP @ 0.50% 34 LF 12" CPEP @ 3.43% 62 LF 8" ADS @ 0.50%111 LF 8" ADS @ 0.50%1919 15 LF 12" CPEP @ 20.00% 58 LF 8" CPEP @ 0.50% FG: 19.42 FG: 19.38 FG: 19.71 FG: 19.44 FG: 19.11 FG: 19.04 FG: 19.44 FG: 19.75 FG: 19.01 FG: 19.69 FG: 19.38 FG: 20.12 FG: 19.77 FG: 19.03 FG: 19.34 FG: 19.03 FG: 18.66 FG: 19.76 FG: 19.06 FG: 18.69 FG: 18.76 FG: 19.07 FG: 19.30 FG: 19.04 FG: 18.46 FG: 18.30 FG: 19.10 FG: 19.90 FG: 19.51 FG: 19.29 FG: 18.78 FG: 18.92 FG: 18.88 FG: 18.31 FG: 19.67 FG: 19.54 FG: 18.31 FG: 18.23 FG: 18.98 FG: 19.09 FG: 19.24 FG: 19.131.00%1.00%1.00%1.00%1.00%1.00%1.00% 1.00% 1.00% 1.00% 1.00%1.00% 1.00% 1.00% 1.00% 1.00%1.00%2.06%1.00%2.06%1.00%1.00%1.00%1.00%0.03%2.06%1.00%1.00%2.06%1.00%1.00%1.00%1.00%2.06%1.00%3.15%1.41%1.89%0.47%0.82%0.50%0.23%0.46%1.12%3.04% 1.00% 0.50% FG: 19.69 FG: 19.69 FG: 19.18 FG: 19.89 FG: 19.69 FG: 19.38 FG: 19.79 FG: 19.91 FG: 20.21 FG: 20.00 FG: 19.75 FG: 19.70 FG: 19.62FG: 19.85 2 2 3 3 1 1 FG: 19.04 FF: 19.90 SDCO 01 A MAXIMUM OF 5,000 SQUARE FEET OF ROOF DRAINAGE AREA SHALL BE DIRECTED TO THE 50' DISPERSION TRENCH. FG: 18.25 FG: 18.27 FG: 18.17 FG: 18.13 FG: 19.86 FG: 19.69 FG: 18.87 CONNECT TO STMH 506 BPU-IB-412 OUTLET 191 9 191918 19 18 18 191919CONNECT TO STCB 514 SEE SHEET C3.1 FOR NORTH BASIN PROFILE SEE SHEET C3.2 FOR SOUTH BASIN PROFILE FG: 19.71 FG: 19.52 FG: 19.07 FG: 19.16 FG: 19.41 FG: 19.32 FG: 19.35 20 87 LF 8" ADS @ 0.50%71 LF 8" CPEP @ 0.50% SDCB 12 SDCB 11 20 191919 CONNECT ROOF DRAINAGE SYSTEM TO SDCB 03 9 LF 12" CPEP @ 0.50% STORM STRUCTURE TABLE STRUCTURE NAME 50' DISPERSION TRENCH CB TYPE 1 STA: 0+57.70, 0.04 L BPU-IB-412 INLET 5' X 13' BIOPOD INLET CONNECTION STA: 8+34.47, 0.00 BPU-IB-412 OUTLET 5' X 13' BIOPOD OUTLET CONNECTION STA: 8+29.47, 0.00 R BPU-IB-612 INLET EXISTING TYPE 1 CB STA: 0+31.99, 0.09 R BPU-IB-612 OUTLET EXISTING TYPE 1 CB STA: 0+24.99, 0.20 R CONNECT TO STCB 514 EXISTING TYPE 1 CB STA: 0+00, 0.00 CONNECT TO STMH 506 EXISTING TYPE 2 CB STA: 7+00, 0.00 SDCB 01 CB TYPE 1 STA: 7+15.32, 0.00 R SDCB 02 CB TYPE 1 STA: 7+48.90, 0.00 L SDCB 03 CB TYPE 1 STA: 8+20.34, 0.09 R SDCB 04 CB TYPE 1 STA: 8+96.33, 0.01 R SDCB 05 CB TYPE 1 STA: 10+94.29, 0.01 R SDCB 06 CB TYPE 1 STA: 0+38.05, 0.00 L SDCB 07 CB TYPE 1 STA: 0+97.91, 0.04 R SDCB 08 CB TYPE 1 STA: 0+97.92, 66.03 R SDCB 09 CB TYPE 1 STA: 2+41.90, 0.01 L SDCB 10 CB TYPE 1 STA: 3+07.90, 0.02 R SDCB 11 W/ SOLID LOCKING LID STA: 1+68.41, 0.02 R SDCB 12 W/ SOLID LOCKING LID STA: 9+83.56, 0.00 R SDCO 01 ROOF DOWNSPOUT CONNECTION STA: 0+00, 0.00 STRUCTURE DETAILS RIM = 19.45 IE = 16.79 (8" W) RIM = 19.41 IE = 15.67 (8" E) RIM = 14.25 IE = 13.51 (12" W) RIM = 19.62 IE = 15.60 (8" E) RIM = 19.24 IE = 13.44 (8" W) RIM = 17.63 IE = 13.32 (8" E) RIM = 10.44 IE = 8.89 (12" E) RIM = 17.30 IE = 11.95 (12" E) IE = 11.95 (12" W) RIM = 17.51 IE = 13.10 (12" S) IE = 13.10 (12" W) RIM = 18.70 IE = 13.46 (12" E) IE = 13.46 (12" N) RIM = 18.00 IE = 15.98 (8" E) IE = 15.98 (8" W) RIM = 18.70 IE = 16.97 (8" W) RIM = 19.13 IE = 15.63 (8" E) IE = 15.63 (8" W) RIM = 18.38 IE = 15.93 (8" E) IE = 15.93 (8" W) IE = 15.93 (8" S) RIM = 18.73 IE = 16.26 (8" N) RIM = 18.35 IE = 16.65 (8" S) IE = 16.65 (8" W) RIM = 18.70 IE = 16.98 (8" N) RIM = 19.08 IE = 16.28 (8" E) IE = 16.28 (8" W) RIM = 19.22 IE = 16.42 (8" E) IE = 16.42 (8" W) RIM = 19.76 IE = 17.08 (8" E) CITY OF RENTON IN COMPLIANCE WITH CITY OF RENTON STANDARDSTED-40-4084COMPTON LUMBER RENTON R-408401 TEL FAX www.ahbl.comWEBTELFAXwww.ahbl.comWEBTELFAXwww.ahbl.comWEB 2215 North 30th Street, Suite 300 Tacoma, WA 98403 253.383.2422TEL 253.383.2572FAX www.ahbl.comWEB TACOMA SEATTLE SPOKANE TRI-CITIES GRAPHIC SCALE 0 30 60 1" = 30 FEET 15 NPARCEL NO. 3023059103 PARCEL NO. 3023059085 PARCEL NO. 3023059091 PARCEL NO. 3023059098 PARCEL NO. 3023059096 DATE: November 6, 2019 FILENAME: Q:\2019\2190112\10_CIV\CAD\2190112-SH-STRM.dwg STORM DRAINAGE AND GRADING PARCEL NO. 3023059099 KEYNOTES MATCH EXISTING GRADE. ADA-COMPLIANT PARKING STALL. SLOPE SHALL NOT EXCEED 2.0% IN ANY DIRECTION. ADA LEVEL LANDING. SLOPE SHALL NOT EXCEED 2.0% IN ANY DIRECTION. 1 2 3 LEGEND SLOPE VALLEY RIDGE TYPE 1 CATCH BASIN TYPE 2 CATCH BASIN STORMWATER CLEANOUT 1.0%3:1OR 3 C3.3 4 C3.3 4 C3.4 2 C2.2 1 C3.4 1 C3.3 1 C3.4 ALL DISTURBED SOILS SHALL BE RESTORED PER COR STANDARD PLAN 264 2 C3.3 C3.0 9 2 C3.4 2 C3.4 8 C3.4 8 C3.4 EAST VALLEY ROAD1 6 7+00 8+009+00 10+00 10+95BP: 7+00.00PI: 7+15.28PI: 7+48.90PI: 8+20 . 3 7 EP: 10+95.25SDCB 04 SDCB 03 SDCB 05 SDCB 02 SDCB 01 CONNECT TO STMH 506 BPU-IB-412 OUTLET BPU-IB-412 INLET N85° 57' 45"E 15.28' S88° 12' 47"E 33.62'S16° 14' 21"E71.47'S88° 10' 50"E 274.88' BEGIN ALIGNMENT N 169076.32 E 1297797.60 END ALIGNMENT N 168999.00 E 1298141.1718SDCB 121919 19 1920195 10 15 20 5 10 15 20 17.877+5017.5118.048+0018.3118.948+5019.4618.679+0018.0518.409+5018.7519.1010+0019.1519.0310+5018.9118.79STA: 10+94.29, 0.01 R IE: 16.97 8" (W) RIM: 18.70 SDCB 05 CB TYPE 1 STA: 8+96.33, 0.01 R IE: 15.98 8" (E) IE: 15.98 8" (W) RIM: 18.00 SDCB 04, CB TYPE 1 STA: 8+20.34, 0.09 R IE: 13.46 12" (E) IE: 13.46 12" (N) RIM: 18.70 SDCB 03, CB TYPE 1 STA: 7+48.90, 0.00 L IE: 13.10 12" (S) IE: 13.10 12" (W) RIM: 17.51 SDCB 02, CB TYPE 1 STA: 7+15.32, 0.00 R IE: 11.95 12" (E) IE: 11.95 12" (W) RIM: 17.30 SDCB 01, CB TYPE 1 111 LF 8" ADS @ 0.50% 62 LF 8" ADS @ 0.50% 9 LF 12" CPEP @ 0.50% 71 LF 12" CPEP @ 0.50% 34 LF 1 2 " C P E P @ 3 . 4 3 % 15 LF 12" CPEP @ 20.00% STA: 8+29.47, 0.00 R IE: 13.51 12" (W) BPU-IB-412 OUTLET, 5' X 13' BIOPOD OUTLET CONNECTION CONNECT TO STMH 506 STA 7+00, 0.00 IE: 8.89 12" (E) PROPOSED GRADE EXISTING GRADE PROPOSED GRADE EXISTING GRADE OLDCASTLE BIOPOD 1 C3.4 EXISTING 8" SEWER MAIN EXISTING 12" WATER MAIN APPROXIMATE LOCATION OF EXISTING GAS LINE STA: 9+83.56, 0.00 R IE: 16.42 8" (E) IE: 16.42 8" (W) RIM: 19.22 SDCB 12, W/ SOLID LOCKING LID 87 LF 8" ADS @ 0.50% BPU-IB-412 INLET, 5' X 13' BIOPOD INLET CONNECTION STA 8+34.47, 0.00 RIM: 19.41 IE: 15.67 8" (E) Know what's below. before you dig.Call R DATE: October 31, 2019 FILENAME: Q:\2019\2190112\10_CIV\CAD\2190112-SH-STRM-PROF.dwg STORM DRAINAGE PROFILES CITY OF RENTON IN COMPLIANCE WITH CITY OF RENTON STANDARDSTED-40-4084COMPTON LUMBER RENTON R-408401 TEL FAX www.ahbl.comWEBTELFAXwww.ahbl.comWEBTELFAXwww.ahbl.comWEB 2215 North 30th Street, Suite 300 Tacoma, WA 98403 253.383.2422TEL 253.383.2572FAX www.ahbl.comWEB TACOMA SEATTLE SPOKANE TRI-CITIES NORTH BASIN PROFILE SCALE: H:1"=20', V:1"=2' GRAPHIC SCALE 0 20 40 1" = 20 FEET 10 N BASIS OF BEARING VERTICAL DATUM NAVD 1988 VERTICAL DATUM ON ORTHOMETRICALLY CORRECTED GPS OBSERVATIONS USING WSRN AND GEOID 2012A. VERIFIED CITY OF RENTON 230 (CASE MONUMENT AT S 23RD ST AND WILLIAMS AVE CUL DE SAC) ELEV: 230.75 NAD 1983 WASHINGTON STATE PLANE NORTH PROJECTION, BASED ON GPS OBSERVATIONS USING WSRN AND GEOID 2012A. UNITS OF MEASUREMENT ARE US SURVEY FEET. VERIFIED CITY OF RENTON 230 (CASE MONUMENT AT S 23RD ST AND WILLIAMS AVE CUL DE SAC) C3.1 10 EAST VALLEY ROADVAN VAN 1 D.9 E 0+00 1+00 2+00 3+003+09BP: 0+00.00PI: 0+38.06PI: 0+97.90PI: 2+41.90EP: 3+08.86 SDCB 06 SDCB 08 RIM: 18.73 STA: 0+97.92, 66.03 RT IE: 16.26 8" (N) SDCB 10 SDCB 07 SDCB 09 CONNECT TO STCB 514 BPU-IB-612 OUTLET BPU-IB-612 INLET S88° 10' 02"E 143.99'S1° 48' 01"W66.96'S70 ° 1 2 ' 2 3 " E 59.8 4 ' S87° 17' 07"E 38.06' BEGIN ALIGNMENT N 168786.63 E 1297837.52 END ALIGNMENT N 168693.06 E 1298073.66 BEGIN ALIGNMENT 191819 1 9 1 9 191 9 SDCB 11 10 15 20 10 15 20 19.240+5018.9818.671+0018.4018.651+5018.9019.022+0018.7718.522+5018.5219.033+0018.78STA: 0+38.05, 0.00 L IE: 15.63 8" (E) IE: 15.63 8" (W) RIM: 19.13 SDCB 06, CB TYPE 1 25 LF 8" CPEP @ 0.50% 6 LF 8" CPEP @ 0.50% 60 LF 8" CPEP @ 0.50% STA: 0+97.91, 0.04 R IE: 15.93 8" (E) IE: 15.93 8" (W) IE: 15.93 8" (S) RIM: 18.38 SDCB 07, CB TYPE 1 74 LF 8" ADS @ 0.50% STA: 2+41.90, 0.01 L IE: 16.65 8" (S) IE: 16.65 8" (W) RIM: 18.35 SDCB 09, CB TYPE 1 66 LF 8" ADS @ 0.50% STA: 3+07.90, 0.02 R IE: 16.98 8" (N) RIM: 18.70 SDCB 10 CB TYPE 1 BPU-IB-612 OUTLET STA 0+24.99, 0.20R IE: 13.44 8" (W) STA: 0+00, 0.00 IE: 13.32 8" (E) RIM: 17.63 CONNECT TO STCB 514, EXISTING TYPE 1 CB PROPOSED GRADE EXISTING GRADE PROPOSED GRADE EXISTING GRADE OLDCASTLE BIOPOD 1 C3.4 PROPOSED 12" WATER MAIN 71 LF 8" CPEP @ 0.50% STA: 1+68.41, 0.02 R IE: 16.28 8" (E) IE: 16.28 8" (W) RIM: 19.08 SDCB 11, W/ SOLID LOCKING LID BPU-IB-612 INLET STA 0+31.99, 0.09R RIM: 19.62 IE: 15.60 8" (E) D.9 E 6 0+00 0+67BP: 0+00.00EP: 0+66.7350' DISPERSION TRENCH, CB TYPE 1 SDCO 01 S71° 2 4 ' 5 7 " E 66.7 3 ' BEGIN ALIGNMENT N 168811.16 E 1298142.62 END ALIGNMENT N 168789.89 E 1298205.87 10 15 20 10 15 20 19.610+5019.7558 LF 8" CPEP @ 0.50%58 LF 8" CPEP @ 0.50%58 LF 8" CPEP @ 0.50%58 LF 8" CPEP @ 0.50% STA: 0+57.70, 0.04 L IE: 16.79 8" (W) RIM: 19.45 50' DISPERSION TRENCH CB TYPE 1 STA: 0+00, 0.00 IE: 17.08 8" (E) RIM: 19.76 SDCO 01, ROOF DOWNSPOUT CONNECTION PROPOSED GRADE EXISTING GRADE PROPOSED GRADE EXISTING GRADE 1 C3.3 5 C3.4 BOT EL : 16.29 PROPOSED 12" WATER MAIN Know what's below. before you dig.Call R DATE: October 31, 2019 FILENAME: Q:\2019\2190112\10_CIV\CAD\2190112-SH-STRM-PROF.dwg STORM DRAINAGE PROFILES CITY OF RENTON IN COMPLIANCE WITH CITY OF RENTON STANDARDSTED-40-4084COMPTON LUMBER RENTON R-408401 TEL FAX www.ahbl.comWEBTELFAXwww.ahbl.comWEBTELFAXwww.ahbl.comWEB 2215 North 30th Street, Suite 300 Tacoma, WA 98403 253.383.2422TEL 253.383.2572FAX www.ahbl.comWEB TACOMA SEATTLE SPOKANE TRI-CITIES SOUTH BASIN PROFILE SCALE: H:1"=20', V:1"=2'ROOF DRAINAGE SYSTEM PROFILE SCALE: H:1"=20', V:1"=2' GRAPHIC SCALE 0 20 40 1" = 20 FEET 10 N BASIS OF BEARING VERTICAL DATUM NAVD 1988 VERTICAL DATUM ON ORTHOMETRICALLY CORRECTED GPS OBSERVATIONS USING WSRN AND GEOID 2012A. VERIFIED CITY OF RENTON 230 (CASE MONUMENT AT S 23RD ST AND WILLIAMS AVE CUL DE SAC) ELEV: 230.75 NAD 1983 WASHINGTON STATE PLANE NORTH PROJECTION, BASED ON GPS OBSERVATIONS USING WSRN AND GEOID 2012A. UNITS OF MEASUREMENT ARE US SURVEY FEET. VERIFIED CITY OF RENTON 230 (CASE MONUMENT AT S 23RD ST AND WILLIAMS AVE CUL DE SAC) C3.2 11 A MAXIMUM OF 5,000 SQUARE FEET OF ROOF DRAINAGE SHALL BE DIRECTED TO THE DOWNSPOUT DISPERSION TRENCH. CITY OF RENTON IN COMPLIANCE WITH CITY OF RENTON STANDARDSTED-40-4084COMPTON LUMBER RENTON R-408401 TEL FAX www.ahbl.comWEBTELFAXwww.ahbl.comWEBTELFAXwww.ahbl.comWEB 2215 North 30th Street, Suite 300 Tacoma, WA 98403 253.383.2422TEL 253.383.2572FAX www.ahbl.comWEB TACOMA SEATTLE SPOKANE TRI-CITIES DATE: November 6, 2019 FILENAME: Q:\2019\2190112\10_CIV\CAD\2190112-SH-STRM.dwg STORM DRAINAGE NOTES AND DETAILS 1 NOT TO SCALE 50 FOOT DISPERSION TRENCH 2 NOT TO SCALE SOIL AMENDMENT SECTIONS 3 NOT TO SCALE CATCH BASIN TYPE 1 4 NOT TO SCALE CATCH BASIN TYPE 2 5 NOT TO SCALE CATCH BASIN INSTALLATION 1.THE EXISTING SITE SOILS REQUIRE PROPER COMPACTION PRIOR TO PLACEMENT OF PAVING AND UTILITY IMPROVEMENTS. 2.CONTRACTOR SHALL ASSURE POSITIVE DRAINAGE AWAY FROM BUILDINGS FOR ALL PAVED AND NON-PAVED AREAS, AND SHALL GRADE ALL AREAS TO PRECLUDE PONDING OF SURFACE WATER. 3.THE SPOT ELEVATIONS INDICATED ON THESE PLANS REPRESENTS THE DESIGN TOP OF PAVEMENT UNLESS NOTED OTHERWISE. 4.VEGETATED AREAS LOCATED ADJACENT TO THE BUILDING SHALL BE 6" MIN BELOW FINISH FLOOR ELEVATION UNLESS NOTED OTHERWISE. 5.ADA ROUTES SHALL NOT EXCEED 5% IN THE DIRECTION OF TRAVEL UNLESS HANDRAILS ARE PROVIDED. LANDINGS AT NO MORE THAN 2% SHALL BE PROVIDED FOR EVERY 2.5 FEET OF RISE. CROSS SLOPE SHALL NOT EXCEED 2%. 6.TYPICAL CURB HEIGHT IS SIX INCHES UNLESS NOTED OTHERWISE. 7.UTILITY TRENCHING PER 8.PROVIDE FOOTING DRAINS FOR BUILDING FOUNDATION AS DIRECTED BY GEOTECHNICAL ENGINEER. SEE DETAIL. 9.COORDINATION DOWNSPOUT CONNECTION LOCATIONS WITH ARCHITECTURAL PLANS. PROVIDE DOWNSPOUT CONNECTIONS PER 10.PERIMETER ROOF DRAIN LINE SHALL HAVE CLEANOUTS AT BENDS. GRADING NOTES 3 C3.4 6 C3.4 5 C3.4 4 C3.4 C3.3 12 CITY OF RENTON IN COMPLIANCE WITH CITY OF RENTON STANDARDSTED-40-4084COMPTON LUMBER RENTON R-408401 TEL FAX www.ahbl.comWEBTELFAXwww.ahbl.comWEBTELFAXwww.ahbl.comWEB 2215 North 30th Street, Suite 300 Tacoma, WA 98403 253.383.2422TEL 253.383.2572FAX www.ahbl.comWEB TACOMA SEATTLE SPOKANE TRI-CITIES DATE: November 6, 2019 FILENAME: Q:\2019\2190112\10_CIV\CAD\2190112-SH-STRM.dwg STORM DRAINAGE NOTES AND DETAILS 1 NOT TO SCALE OLDCASTLE BIOPOD BIOFILTER BPU-412 BUILDING WALL. REFER TO ARCHITECTURAL AND STRUCTURAL DRAWINGS. 0.5% (MIN) DOWNSPOUT OR RAIN LEADER. REFER TO ARCHITECTURAL DRAWINGS. BUILDING FOUNDATION. REFER TO STRUCTURAL DRAWINGS. PROVIDE FITTINGS AS REQUIRED PVC CAP. CUT HOLE IN CAP TO ALLOW DOWNSPOUT / RAIN LEADER TO PENETRATE WITH 18" CLEARANCE FINISHED GRADE 12" (MIN) 2" (MIN) 4"± LEGEND SURFACE SEAL; NATIVE SOIL OR OTHER LOW PERMEABILITY MATERIAL. GRAVEL FOR SLOTTED DRAIN TUBE SURROUND; WSDOT STANDARD SPECIFICATIONS, SECTION 9-03.12(2), "GRAVEL BACKFILL FOR DRAINS" FOUNDATION STRUCTURE DRAIN PIPE; PERFORATED OR SLOTTED RIGID PVC PIPE LAID WITH PERFORATIONS OR SLOTS FACING DOWN; TIGHT JOINTED; WITH A POSITIVE GRADIENT CONNECTED TO CATCH BASIN. DO NOT USE FLEXIBLE CORRUGATED PLASTIC PIPE. DO NOT TIE BUILDING DOWNSPOUT DRAINS INTO FOOTING LINE. GEOTEXTILE FABRIC, MIRAFI 140N OR EQUIVALENT, ON ALL SIDES. 4" MAX. 2" MIN.12" MIN. 12" MIN. 2" MIN. SLOPE TO DRA I N 2.00% MIN. 4" MINIMUM DIAMETER 3 NOT TO SCALE TYPICAL TRENCH AND BACKFILL 4 NOT TO SCALE STORMWATER CLEANOUT 5 NOT TO SCALE DOWNSPOUT CONNECTION 6 NOT TO SCALE FOOTING DRAIN C3.4 13 2 NOT TO SCALE OLDCASTLE BIOPOD BIOFILTER BPU-612 8" SECTION OF PIPE ATTACHED BY GASKETED BAND TO ALLOW REMOVAL PIPE SUPPORTS 2' MIN 8" OUT TO BIOPOD 8" IN 8" ALUMINUM RISER, OPEN ON BOTH ENDS SHEAR GATE WITH CONTROL ROD FOR CLEANOUT/DRAIN (ROD BENT AS REQUIRED FOR VERTICAL ALIGNMENT WITH COVER) 6" MIN 8 NOT TO SCALE SPILL CONTROL TEE 7 NOT TO SCALE CATCH BASIN TYPE 1 P TEAST VALLEY ROAD EAST VALLEY ROAD SW 27TH ST VANVANWASHING T O N S T A T E R O U T E 1 6 7 BUILDING MOUNTED PIV 12" WATER LOOP CL52 DI 6" PVC SEWER STUB @ 2% MIN 4" DI CL52 FIRE LINE. VERIFY SIZE WITH SPRINKLER INSTALLER PRIOR TO INSTALLATION. SEE MECHANICAL FOR CONTINUATION. 1 1 2 2 11 3 4 5 78 6 109 3 PROPOSED LIGHTING. SEE LIGHTING PLAN FOR MORE INFORMATION. FDC 3 3 7 CITY OF RENTON IN COMPLIANCE WITH CITY OF RENTON STANDARDSTED-40-4084COMPTON LUMBER RENTON R-408401 TEL FAX www.ahbl.comWEBTELFAXwww.ahbl.comWEBTELFAXwww.ahbl.comWEB 2215 North 30th Street, Suite 300 Tacoma, WA 98403 253.383.2422TEL 253.383.2572FAX www.ahbl.comWEB TACOMA SEATTLE SPOKANE TRI-CITIES GRAPHIC SCALE 0 30 60 1" = 30 FEET 15 N15.00' WATER EASEMENT DATE: November 12, 2019 FILENAME: Q:\2019\2190112\10_CIV\CAD\2190112-SH-UTIL.dwg EXISTING 12" DI WATER (W-0304) MAXIMUM FLOWRATE 5,000 GPM STATIC PRESSURE AROUND 75 PSI AT EL:18 PARCEL NO. 3023059103 PARCEL NO. 3023059085 PARCEL NO. 3023059091 PARCEL NO. 3023059099 PARCEL NO. 3023059098 PARCEL NO. 3023059096 UTILITY SHEET KEY NOTES EXISTING FIRE HYDRANT CONNECT TO WATER MAIN PER COR STANDARD PLAN 300.4 PROPOSED FIRE HYDRANT PER COR STANDARD PLAN 310.1 CONNECT TO EXISTING SEWER MAIN PER COR STANDARD PLAN 406.1 CONNECT PROPOSED STRUCTURE TO SEWER STUB PER COR STANDARD PLAN 406.2 CONSTRUCT FDC, PIV AND DDCVA PER COR STANDARD PLAN 360.5 CONSTRUCT WATER METER PER COR STANDARD PLAN 320.1 INSTALL RPBA INSIDE ABOVE GROUND HEATED ENCLOSURE PER COR STANDARD PLAN 350.2 EXISTING WATER METER TO BE USED FOR IRRIGATION. METER SHALL CONFORM TO COR STANDARD PLAN 320.1. PROVIDE IRRIGATION DCVA BEHIND METER PER COR STANDARD PLAN 340.8 CUT AND CAP EXISTING WATER SERVICE. CONTRACTOR TO APPLY FOR PERMIT BEFORE ANY WORK IS TO BE DONE. 1 2 3 4 5 6 7 8 9 10 11 1 C4.4 2 C4.4 3 C4.5 4 C4.5 1 C4.5 3 C4.4 7 C4.4 3 C4.4 6 C4.4 2 C4.5 PROPOSED STORM DRAINAGE SYSTEM (TYP) UTILITY CROSSINGS 1 2 3 4 5 6 1 2 3 4 5 6 PROP 12" STORM IE: =11.15 EX 8" SEWER CROWN=9.12 2.03' PROP 12" STORM IE: =13.02 EX. 12" WATER CROWN=11.5 1.52' PROP 6" SEWER IE: =13.54 EX. 12" WATER CROWN=11.5 2.04' PROP 8" STORM IE: =16.0 PROP 12" WATER CROWN=14.0 2.0' PROP 8" STORM IE: =16.68 PROP 12" WATER CROWN=14.0 2.68' PROP 8" STORM IE: =15.96 PROP 12" WATER CROWN=14.0 1.96' C4.0 14WTRP-27-4048W-408401 S-408401 NOTE: ALL MECHANICAL JOINT FITTINGS SHALL HAVE RESTRAINED RETAINER GLANDS EQUAL TO MEGALUG SERIES 1100 IN ADDITION TO CONCRETE THRUST BLOCKS. ALL MECHANICAL JOINT VALVES SHALL HAVE RESTRAINED RETAINER GLANDS EQUAL TO MEGALUG SERIES 1100. 7 PROP 8" STORM IE: =15.77 PROP 12" WATER CROWN=14.0 1.77' VAN VAN EAST VALLEY ROAD0+00 1+00 2+00 3+00BP: 0+00.00PI: 0+33.69PI: 0+39.50PI: 2+88.96P I : 3 + 4 1 . 4 2 BEGIN ALIGNMENT N 168759.84 E 1297833.13 N45° 51' 57"E52.46'TEE #1 PROPOSED STORM DRAINAGE SYSTEM 15.00' WATER EASEMENT BEND #3 BEND #2 BEND #1 TEE #2 S88° 03' 58"E 33.69' S88° 10' 48"E 249.46' S43° 00' 55"E 5.81' BEND #4 5 10 15 20 5 10 15 20 18.740+5019.0818.881+0018.6318.881+5019.1319.292+0019.0418.792+5018.6518.91PROPOSED GRADE EXISTING GRADE PROPOSED STORM PIPE PROPOSED STORM PIPE PROPOSED GRADE EXISTING GRADE 12" DI P C L 5 2 L = 3 4' STA: 0+00, 0.00 IE: 10.50 12" (E) TEE #1 CONNECT TO EXSITNG 12 IN WATER MAIN (SOUTH) 1-12" X 12" CUT-IN TEE (FL) 3-12" GATE VALVES (FL X MJ) 1-12" SPOOL 1-12" SLEEVE (MJ) THRUST BLOCKING STA: 2+88.96, 0.00 IE: 13.00 12" (W) IE: 13.00 12" (NE) BEND #3 1-12" 45° BEND (MJ) THRUST BLOCKING STA: 0+33.69, 0.00 IE: 13.00 12" (W) IE: 13.00 12" (SE) BEND #1 1-12" 45° BEND (MJ) THRUST BLOCKING STA: 0+39.50, 0.00 IE: 13.00 12" (NW) IE: 13.00 12" (E) BEND #2 1-12" 45° BEND (MJ) THRUST BLOCKING STA: 1+30.22, 0.00 R IE: 13.00 6" (S) TEE #2 1-12" X 6" TEE (FL) 1-12" ADAPTER (FL X MJ) 1-12" GATE VALVE (FL X MJ) 1-6" GATE VALVE (FL X MJ) 1-FIRE HYDRANT ASSEMBLY THRUST BLOCKING 12" DIP CL52 L=6' 12" DIP CL52 L=249' 5 C4.4 3 C4.6 5 C4.4 3 C4.6 5 C4.4 3 C4.6 5 C4.4 3 C4.6 5 C4.4 3 C4.6 2 C4.4 1 C4.4 CITY OF RENTON IN COMPLIANCE WITH CITY OF RENTON STANDARDSTED-40-4084COMPTON LUMBER RENTON R-408401 TEL FAX www.ahbl.comWEBTELFAXwww.ahbl.comWEBTELFAXwww.ahbl.comWEB 2215 North 30th Street, Suite 300 Tacoma, WA 98403 253.383.2422TEL 253.383.2572FAX www.ahbl.comWEB TACOMA SEATTLE SPOKANE TRI-CITIES GRAPHIC SCALE 0 20 40 1" = 20 FEET 10 N DATE: November 12, 2019 FILENAME: Q:\2019\2190112\10_CIV\CAD\2190112-SH-UTIL-PROF.dwg UTILITY PROFILES WATER PROFILE STA: 0+00 TO 3+00 SCALE: H:1"=20', V:1"=2' BASIS OF BEARING VERTICAL DATUM NAVD 1988 VERTICAL DATUM ON ORTHOMETRICALLY CORRECTED GPS OBSERVATIONS USING WSRN AND GEOID 2012A. VERIFIED CITY OF RENTON 230 (CASE MONUMENT AT S 23RD ST AND WILLIAMS AVE CUL DE SAC) ELEV: 230.75 NAD 1983 WASHINGTON STATE PLANE NORTH PROJECTION, BASED ON GPS OBSERVATIONS USING WSRN AND GEOID 2012A. UNITS OF MEASUREMENT ARE US SURVEY FEET. VERIFIED CITY OF RENTON 230 (CASE MONUMENT AT S 23RD ST AND WILLIAMS AVE CUL DE SAC) C4.1 15 S E E S H E E T C 4 . 2WTRP-27-4048W-408401 1 C4.4 2 C4.4 3 + 0 0 4+00 5+00 PI: 2+88.96 PI: 3+41.42PI: 5+15.75P I : 5 + 5 6 . 3 9 N 4 5 ° 5 1 ' 5 7 " E 5 2 . 4 6 ' N1° 47' 07"E 174.33' N45° 39' 58" W 40.65'TEE #3 HYDRANT 01 15.00' WATER EASEMENT WATER EASEMENTBEND #3 BEND #4 BEND #5 BEND #6 10 15 20 10 15 20 19.193+5019.5019.664+0019.6619.554+5019.5219.525+0019.4619.51PROPOSED GRADE EXISTING GRADE PROPOSED GRADE EXISTING GRADE PROPOSED STORM PIPE STA: 5+15.75, 0.00 IE: 13.00 12" (S) IE: 13.00 12" (NW) BEND #5 1-12" 45° BEND (MJ) THRUST BLOCKING STA: 3+82.50, 0.00 IE: 13.00 12" (E) TEE #3 1-12" X 6" TEE (FL) 1-12" ADAPTER (FL X MJ) 1-12" GATE VALVE (FL X MJ) 1-6" GATE VALVE (FL X MJ) 1-FIRE HYDRANT ASSEMBLY THRUST BLOCKING STA: 3+41.42, 0.00 IE: 13.00 12" (SW) IE: 13.00 12" (N) BEND #4 1-12" 45° BEND (MJ) THRUST BLOCKING 12" DIP CL52 L=174'12" DIP CL52 L=41'12" DIP CL52 L=52'12" DIP CL52 L=52' 5 C4.4 3 C4.6 5 C4.4 3 C4.6 5 C4.4 3 C4.6 2 C4.4 5 10 15 20 5 10 15 20 18.340+5018.19PROPOSED GRADE EXISTING GRADE PROPOSED GRADE EXISTING GRADE EXISTING WATER MAIN 11 LF 6" PVC @ 45.00% SSCO 01, SSCO N: 168923.29 E: 1297868.95 RIM: 19.69 IE: 14.16 6" (W) STA: 0+03.83, 0.00 R IE: 8.21 6" (E) RIM: 17.82 SEWER MAIN CONNECTION CONNECT TO EXISTING 8" SEWER MAIN SSCO 02, TEST TEE N: 168923.42 E: 1297864.77 RIM: 19.22 IE: 14.08 6" (W) IE: 14.08 6" (E) 3 LF 6" PVC @ 2.00% 4 LF 6" PVC @ 2.00% APPROXIMATE LOCATION OF EXISTING GAS LINE 47 LF 6" PVC @ 2.00% 1-6" 45° BEND STA: 0+14.65 ELEV: 13.08 SSCO 03, SSCO N: 168923.51 E: 1297861.88 RIM: 18.80 IE: 14.02 6" (W) IE: 14.02 6" (E) 0+00 0+69 BEGIN ALIGNMENT N 168925.47 E 1297800.38 END ALIGNMENT N 168923.29 E 1297868.95 SEWER MAIN CONNECTION SSCO 01 FDC STA: 7+81.47, 30.76 LT 1" DOMESTIC WATER METER W/ RPBA IN HOT BOX STA: 7+87.96, 24.00 LT SSCO 02 SSCO 03 34.59' CITY OF RENTON IN COMPLIANCE WITH CITY OF RENTON STANDARDSTED-40-4084COMPTON LUMBER RENTON R-408401 TEL FAX www.ahbl.comWEBTELFAXwww.ahbl.comWEBTELFAXwww.ahbl.comWEB 2215 North 30th Street, Suite 300 Tacoma, WA 98403 253.383.2422TEL 253.383.2572FAX www.ahbl.comWEB TACOMA SEATTLE SPOKANE TRI-CITIES GRAPHIC SCALE 0 20 40 1" = 20 FEET 10N DATE: November 12, 2019 FILENAME: Q:\2019\2190112\10_CIV\CAD\2190112-SH-UTIL-PROF.dwg UTILITY PROFILES N WATER PROFILE STA: 3+00 TO 5+50 SCALE: H:1"=20', V:1"=2' BASIS OF BEARING VERTICAL DATUM NAVD 1988 VERTICAL DATUM ON ORTHOMETRICALLY CORRECTED GPS OBSERVATIONS USING WSRN AND GEOID 2012A. VERIFIED CITY OF RENTON 230 (CASE MONUMENT AT S 23RD ST AND WILLIAMS AVE CUL DE SAC) ELEV: 230.75 NAD 1983 WASHINGTON STATE PLANE NORTH PROJECTION, BASED ON GPS OBSERVATIONS USING WSRN AND GEOID 2012A. UNITS OF MEASUREMENT ARE US SURVEY FEET. VERIFIED CITY OF RENTON 230 (CASE MONUMENT AT S 23RD ST AND WILLIAMS AVE CUL DE SAC) SEWER PROFILE SCALE: H:1"=20', V:1"=2' C4.2 16 3 C4.5 4 C4.5 S E E S H E E T C 4 . 3SEE SHEET C4.1WTRP-27-4048W-408401 3 C4.5 4 C4.5 5 10 15 20 5 10 15 20 19.276+0019.2719.476+5019.5419.297+0018.9818.757+5018.7518.898+0019.2219.238+5018.25PROPOSED GRADE EXISTING GRADE PROPOSED GRADE EXISTING GRADE STA: 7+86.50, 0.00 L IE: 13.00 12" (SW) CORP STOP WATER SERVICE CONNECTION 1-VALVE 1-1" WATER METER 1-RPBA IN HOT BOX STA: 8+65.97, 0.00 L IE: 10.42 12" (E) TEE #7 CONNECT TO EXISTING 12 IN WATER MAIN (NORTH)1-12" X 12" CUT-IN TEE (FL) 3-12" GATE VALVES (FL X MJ) 1-12" SPOOL 1-12" SLEEVE (MJ) THRUST BLOCKING STA: 7+32.39, 0.00 L IE: 13.00 12" (S) TEE #5 1-12"X4" TEE (MJ X FL) 1-4" GATE VALVE (FL X MJ) 6 LF 4" DI CL52 1-4" DDCV ASSEMBLY 1-4" GATE VALVE (MJ X FL) 1- PIV ASSEMBLY 1-FDC THRUST BLOCKING STA: 8+18.76, 0.00 R IE: 13.00 12" (SE) IE: 13.00 12" (W) BEND #8 1-12" 45° BEND THRUST BLOCKING STA: 5+56.39, 0.00 IE: 13.00 12" (SE) IE: 13.00 12" (W) BEND #6 1-12" 45° BEND (MJ) THRUST BLOCKING 12 " D I P C L 5 2 L = 4 7 ' 12 " D I P C L 5 2 L = 4 7 ' 12 " D I P C L 5 2 L = 4 7 ' STA: 6+23.44, 0.00 R IE: 13.00 6" (S) TEE #4 1-12" X 6" TEE (FL) 1-12" ADAPTER (FL X MJ) 1-12" GATE VALVE (FL X MJ) 1-6" GATE VALVE (FL X MJ) 1-FIRE HYDRANT ASSEMBLY THRUST BLOCKING STA: 7+70.98, 0.00 IE: 13.00 12" (E) IE: 13.00 12" (NW) BEND #7 1-12" 45° BEND THRUST BLOCKING STA: 7+96.40, 0.00 IE: 13.00 12" (SW) TEE #6 1-12" X 6" TEE (FL) 1-12" ADAPTER (FL X MJ) 1-12" GATE VALVE (FL X MJ) 1-6" GATE VALVE (FL X MJ) 1-FIRE HYDRANT ASSEMBLY THRUST BLOCKING 12" DIP CL52 L=215'12" DIP CL52 L=48' 2 C4.4 1 C4.5 5 C4.4 3 C4.6 5 C4.4 3 C4.6 5 C4.4 3 C4.6 5 C4.4 3 C4.6 5 C4.4 3 C4.6 5 C4.4 3 C4.6 2 C4.4 3 C4.4 7 C4.4 STORM CROSSING 6+00 7+00 8 + 0 0 8+69 PI: 5+15.75 PI: 5+56.39PI: 7+70.98PI: 8 +18.75EP: 8+69.09END ALIGNMENT N 169031.01 E 1297842.19 N 4 5 ° 3 9 ' 5 8 "W 4 0 . 6 5 ' BEND #8 TEE #5 CORP STOP STA: 7+86.50, 0.00 LT TEE #7 PIV STA: 7+32.40, 19.33 LT FDC STA: 7+81.47, 30.76 LT 1" DOMESTIC WATER METER W/ RPBA IN HOT BOX STA: 7+87.96, 24.00 LT PROPOSED 15.00' WATER EASEMENT BEND #5 BEND #6 TEE #4 BEND #7 TEE #6 N88° 10' 34"W 50.34' N39° 16' 57"W 47.77' N88° 10' 48"W 214.59' CITY OF RENTON IN COMPLIANCE WITH CITY OF RENTON STANDARDSTED-40-4084COMPTON LUMBER RENTON R-408401 TEL FAX www.ahbl.comWEBTELFAXwww.ahbl.comWEBTELFAXwww.ahbl.comWEB 2215 North 30th Street, Suite 300 Tacoma, WA 98403 253.383.2422TEL 253.383.2572FAX www.ahbl.comWEB TACOMA SEATTLE SPOKANE TRI-CITIES GRAPHIC SCALE 0 20 40 1" = 20 FEET 10 NDATE: November 12, 2019 FILENAME: Q:\2019\2190112\10_CIV\CAD\2190112-SH-UTIL-PROF.dwg UTILITY PROFILES WATER PROFILE STA: 5+50 TO 8+47.19 SCALE: H:1"=20', V:1"=2' BASIS OF BEARING VERTICAL DATUM NAVD 1988 VERTICAL DATUM ON ORTHOMETRICALLY CORRECTED GPS OBSERVATIONS USING WSRN AND GEOID 2012A. VERIFIED CITY OF RENTON 230 (CASE MONUMENT AT S 23RD ST AND WILLIAMS AVE CUL DE SAC) ELEV: 230.75 NAD 1983 WASHINGTON STATE PLANE NORTH PROJECTION, BASED ON GPS OBSERVATIONS USING WSRN AND GEOID 2012A. UNITS OF MEASUREMENT ARE US SURVEY FEET. VERIFIED CITY OF RENTON 230 (CASE MONUMENT AT S 23RD ST AND WILLIAMS AVE CUL DE SAC) C4.3 17SEE SHEET C4.2WTRP-27-4048W-408401 1 C4.4 CITY OF RENTON IN COMPLIANCE WITH CITY OF RENTON STANDARDSTED-40-4084COMPTON LUMBER RENTON R-408401 TEL FAX www.ahbl.comWEBTELFAXwww.ahbl.comWEBTELFAXwww.ahbl.comWEB 2215 North 30th Street, Suite 300 Tacoma, WA 98403 253.383.2422TEL 253.383.2572FAX www.ahbl.comWEB TACOMA SEATTLE SPOKANE TRI-CITIES DATE: November 12, 2019 FILENAME: Q:\2019\2190112\10_CIV\CAD\2190112-SH-UTIL.dwg UTILITY NOTES AND DETAILS 1 NOT TO SCALE TAPPING TEE CONNECTION 2 NOT TO SCALE FIRE HYDRANT ASSEMBLY 3 NOT TO SCALE WATER SERVICE CONNECTION 5 NOT TO SCALE HORIZONTAL THRUST BLOCKING 6 NOT TO SCALE IRRIGATION DDCVA 7 NOT TO SCALE RPBA C4.4 18WTRP-27-4048W-408401 CITY OF RENTON IN COMPLIANCE WITH CITY OF RENTON STANDARDSTED-40-4084COMPTON LUMBER RENTON R-408401 TEL FAX www.ahbl.comWEBTELFAXwww.ahbl.comWEBTELFAXwww.ahbl.comWEB 2215 North 30th Street, Suite 300 Tacoma, WA 98403 253.383.2422TEL 253.383.2572FAX www.ahbl.comWEB TACOMA SEATTLE SPOKANE TRI-CITIES DATE: November 12, 2019 FILENAME: Q:\2019\2190112\10_CIV\CAD\2190112-SH-UTIL.dwg UTILITY NOTES AND DETAILS 1 NOT TO SCALE FDC AND DDCVA CONNECTION 2 NOT TO SCALE SANITARY SEWER CLEANOUT 3 NOT TO SCALE SIDE SEWER INSTALLATION 4 NOT TO SCALE SIDE SEWER CONNECTION TO BLDG 5 NOT TO SCALE PIPE BEDDING C4.5 19WTRP-27-4048W-408401 CITY OF RENTON IN COMPLIANCE WITH CITY OF RENTON STANDARDSTED-40-4084COMPTON LUMBER RENTON R-408401 TEL FAX www.ahbl.comWEBTELFAXwww.ahbl.comWEBTELFAXwww.ahbl.comWEB 2215 North 30th Street, Suite 300 Tacoma, WA 98403 253.383.2422TEL 253.383.2572FAX www.ahbl.comWEB TACOMA SEATTLE SPOKANE TRI-CITIES DATE: November 12, 2019 FILENAME: Q:\2019\2190112\10_CIV\CAD\2190112-SH-UTIL.dwg UTILITY NOTES AND DETAILS C4.6 20 1 NOT TO SCALE POLY PIG STATION 2 NOT TO SCALE VALVE BOX MARKER AND NUT EXT.3 NOT TO SCALE CONCRETE BLOCKING VERTICAL FITT.4 NOT TO SCALE 2 INCH AIR VACUUM RELEASEWTRP-27-4048W-408401 EAST VALLEY ROAD0+00 1+00 2+00 3+00 4+00BP: 0+00.00BC: 17.80 BC: 17.76 BC: 17.60 BC: 17.56 TC: 18.29 TC: 17.76 TC: 17.60 TC: 18.06 BEGIN ALIGNMENT N 168603.25 E 1297814.58 STA:1+45.93, 18.34'RT STA:1+51.93, 18.34'RT STA:1+77.92, 18.35'RT STA:1+83.92, 18.34'RT BEGIN CURB AND GUTTER MATCH EX. TC: 18.66± FG: 18.23FG: 18.51 FG: 18.21 FG: 18.30 FG: 18.37 FG: 18.41 FG: 18.46 FG: 18.71 BC: 18.19± 26' STA:0+00.00, 18.35'RT 1 C5.0 CENTER OF DRIVEWAY STA:1+64.95, 0.00'TEXISTING CENTERLINE SECTION LINE EXISTING CURB AND GUTTER EXISTING TURN LANE MARKINGS STA:3+16.60, 18.48'LT STA:3+26.60, 18.50'LT MATCH EX. TC: 17.70± MATCH EX. TC: 17.67± BC: 17.53± BC: 17.49± ROW BOUNDARY (TYP) N1° 49' 52"E 1975.13' EXISTING ROW 71' 10' FG: 19.20 FG: 19.18FG: 19.39 FG: 19.51 FG: 19.44 FG: 19.42 FG: 19.34 FG: 19.10 FG: 19.10 FG: 18.59 FG: 18.60 FG: 19.33 FG: 19.35FG: 19.37 FG: 18.14 FG: 18.22 FG: 18.24 FG: 18.15 FG: 18.27 FG: 18.29 FG: 18.19 FG: 18.18 FG: 18.80FG: 18.69 FG: 19.46 FG: 19.25 19 19 18 1919 20 15 20 15 20 17.670+5017.9017.871+0017.7217.571+5017.4117.262+0017.1617.092+5017.0117.093+0017.1717.253+5017.3317.37GRADE BREAK STA: 0+00.00 ELEV: 17.831 GRADE BREAK STA: 0+29.47 ELEV: 17.643 GRADE BREAK STA: 0+56.85 ELEV: 17.983 GRADE BREAK STA: 1+84.03 ELEV: 17.205 GRADE BREAK STA: 2+51.27 ELEV: 17.010 GRADE BREAK STA: 3+36.44 ELEV: 17.283 GRADE BREAK STA: 3+67.59 ELEV: 17.393 EXISTING GRADE @ CENTERLINE PROPOSED GRADE @ FLOWLINE PROPOSED GRADE @ FLOWLINE EXISTING GRADE @ CENTERLINE 15 20 15 20 17.244+5017.1717.105+0017.1617.215+5017.1617.066+0017.0917.166+5017.24GRADE BREAK STA: 4+73.79 ELEV: 17.102 GRADE BREAK STA: 5+82.31 ELEV: 17.032 GRADE BREAK STA: 6+59.00 ELEV: 17.266 0.27%0.20%0.39%0.30% EXISTING GRADE @ CENTERLINE PROPOSED GRADE @ FLOWLINE EAST VALLEY ROAD 4+00 5+00 6+00 7+00 BC: 17.62 BC: 17.61 BC: 17.54 BC: 17.52 BC: 17.50 BC: 17.51 BC: 17.57 BC: 17.58 BC: 17.45 BC: 17.47 BC: 17.56 BC: 17.58 TC: 18.07 TC: 17.56 TC: 17.47 TC: 17.95 TC: 18.07 TC: 17.57 TC: 17.51 TC: 17.99 TC: 18.11 TC: 17.61 TC: 17.54 TC: 18.01 FOUND CASE MONUMENT N 169260.93 E 1297835.50 STA:4+14.92, 18.31'RT STA:4+20.92, 18.31'RT STA:4+46.92, 18.31'RT STA:4+52.92, 18.31'RT STA:4+93.05, 18.34'RT STA:4+98.04, 18.31'RT STA:5+28.05, 18.35'RT STA:5+33.05, 18.35'RT STA:6+03.45, 18.33'RT STA:6+08.45, 18.33'RT STA:6+38.45, 18.36'RT STA:6+43.45, 18.34'RT END CURB AND GUTTER MATCH EX. TC: 18.11± FG: 18.20 FG: 18.08 FG: 18.07 MATCH EX. FG: 18.17± MATCH EX. FG: 18.13±FG: 18.17 FG: 18.19 FG: 18.19 FG: 18.18 MATCH EX. FG: 18.27± MATCH EX. FG: 18.21± FG: 18.12 FG: 18.11 FG: 18.13 FG: 18.14 FG: 18.23FG: 18.22 FG: 18.23 FG: 18.31 BC: 17.62± 30'30'26' STA:6+59.00, 18.34'RT 1 C5.0 CENTER OF DRIVEWAY STA:6+23.45, 0.00'T CENTER OF DRIVEWAY STA:4+33.92, 0.00'T CENTER OF DRIVEWAY STA:5+12.99, 0.00'TEXISTING CENTERLINE N1° 49' 52"E 1975.13' EXISTING ROW 71' 10' STA:4+68.74, 17.92'LT STA:4+78.74, 17.93'LT MATCH EX. FG: 17.28± MATCH EX. FG: ???±EXISTING TURN LANE MARKINGS EXISTING CURB AND GUTTER ROW BOUNDARY (TYP) 1.5' FG: 18.18 FG: 18.09 FG: 18.08 FG: 18.17 FG: 18.16 FG: 18.18 FG: 18.08FG: 18.09 FG: 18.25 FG: 18.16 FG: 18.15FG: 18.24 FG: 18.21 FG: 18.20 FG: 18.12 FG: 18.29 FG: 18.13 1818 19 18 19+75EP: 19+75.13END ALIGNMENT N 170577.38 E 1297877.70 CITY OF RENTON IN COMPLIANCE WITH CITY OF RENTON STANDARDSTED-40-4084COMPTON LUMBER RENTON R-408401 TEL FAX www.ahbl.comWEBTELFAXwww.ahbl.comWEBTELFAXwww.ahbl.comWEB 2215 North 30th Street, Suite 300 Tacoma, WA 98403 253.383.2422TEL 253.383.2572FAX www.ahbl.comWEB TACOMA SEATTLE SPOKANE TRI-CITIES DATE: October 31, 2019 FILENAME: Q:\2019\2190112\10_CIV\CAD\2190112-SH-ROW.dwg FRONTAGE IMPROVMENTS GRAPHIC SCALE 0 20 40 1" = 20 FEET 10 N2%± 1.5% 6' SIDEWALK 1.5' CURB AND GUTTER 2' ± 0.5' 8'± SAWCUT LINE EXISTING GRADE MATCH EXISTING EXISTING PROPERTY LINE 1.5% ± 3.6' ± EXISTING CENTER LINE 15' ± 2 C2.1 5 C2.1 FLOW LINE = BC = BOTTOM OF CURB 1 NOT TO SCALE EAST VALLEY CROSS SECTION 3 C2.1 3 C2.13 C2.1 3 C2.1 EAST VALLEY ROAD PROFILE SCALE: H:1"=20', V:1"=2' EAST VALLEY ROAD PROFILE SCALE: H:1"=20', V:1"=2' C5.0 21SEE SHEET BELOWSEE SHEET ABOVECLEARANCE FOR EXISTING HYDRANT PER 2 C4.4 NOTE: FOR PROPOSED LIGHTING SEE LIGHTING PLAN R-408414