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HomeMy WebLinkAboutCD-4042335'485'80'60'30'30'60'50'15' 50'405'210'MONSTER ROAD SWMON S T E R R O A D S W 40' 30'100'±40'±40' 4 FT RECESSED DOCK FACE 14,680 SF STORAGE YARD 15' 210' 180' 125'25.7'114'±ELEC TRANS ELEC 25'30' 60' 125' 30' 1 A0.2 13 A0.2VVCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACT COMPACTCOMPACTCOMPACTCOMPACT COMPACTCOMPACTCOMPACTCOMPACT COMPACTCOMPACT P2 P2 FH FH EXIST FH FH FH FDC FIRE WALL MOUNTED PIV w/ BACKFLOW LOCATED WITHIN BUILDING FH COMPACTCOMPACT COM P ACT COMPACT COMPACT COMPACTCOMPACTB6 B6 N 601 MONSTER ROAD SW A PORTION OF THE NW 1/4 OF SECTION 24, TOWNSHIP 23, RANGE 4 E., W.M. CITY OF RENTON, KING COUNTY, WASHINGTON PROLOGIS RENTON 9 Know what's below. before you dig.Call R 0'80'40' 1"=80' 80' GENERAL NOTES CIVIL SHEET INDEX LEGAL DESCRIPTION AUTOCAD FILE DATES OF SURVEY SEE SHT SV1.0 REFERENCE SURVEY SEE SHT SV1.0 VERTICAL DATUM SEE SHT SV1.0 HORIZONTAL DATUM AND BASIS OF BEARING SEE SHT SV1.0 BENCH MARK SEE SHT SV1.0 SURVEYORS NOTES SEE SHT SV1.0 PROCEDURES/NARRATIVE UTILITIES SITE DETAILS VICINITY MAP DEVELOPER SURVEYOR CIVIL ENGINEER EXISTING UTILITY NOTE CUT / FILL QUANTITES LEGEND PARCEL # 2423049120 PARCEL # 2423049122 PARCEL # 2423049121 PARCEL # 2423049008 PARCEL # 9188000130 COVER SHEETC1.0COLLECTOR ARTERIALPRI N C I P A L A R T E R I A L IN COMPLIANCE WITH CITY OF RENTON STANDARDSTED-40-4042PROLOGIS RENTON 9 601 MONSTER ROAD SWPROLOGIS RENTON 9LUA 18-000237C18-006309PROLOGIS RENTON 9PR18-00015512720 Gateway Dr., Suite 110 Tukwila, WA 98168 206-414-7625 Client: 950 Pacific Avenue, Suite 450 Tacoma, WA 98402 253-572-4903 REUSE OF DOCUMENTS R-404201 PARCEL # 1323049078 PARCEL # 7229500281 RC ZONING CO ZONING SITE BENCHMARK SEE SHT SV1.0 SURVEY MONUMENTATION NOTE UTILITY CONFLICT NOTE - CAUTION: GEOTECHNICAL ENGINEER SURFACE WATER UTILITY jfarah 06/26/2019 WATER UTILITY agafour 06/26/2019 DEVELOPMENT ENGINEERING rnair 06/26/2019 WASTEWATER UTILITY dchristen 06/27/2019 REGIONAL FIRE AUTHORITY cthomas 06/27/2019 APPROVED APPROVED 06/27/2019 jding PLANNING DIVISION IN COMPLIANCE WITH CITY OF RENTON STANDARDSTED-40-4042PROLOGIS RENTON 9 601 MONSTER ROAD SWPROLOGIS RENTON 9LUA 18-000237C18-006309PROLOGIS RENTON 9PR18-00015512720 Gateway Dr., Suite 110 Tukwila, WA 98168 206-414-7625 Client: 950 Pacific Avenue, Suite 450 Tacoma, WA 98402 253-572-4903 REUSE OF DOCUMENTS PROJECT CONDITIONS OF APPROVAL CONDITIONS OF APPROVAL / (SEPA) DNSPROJECT CONDITIONSC1.1R-404202 (SEPA) DETERMINATION OF NON-SIGNIFICANCE (SEPA) DETERMINATION OF NON-SIGNIFICANCE REVISED PER ADMINISTRATIVE MODIFICATION REPORT & DECISION APPROVED MAY 21, 2019. DEVELOPMENT ENGINEERING rnair 06/26/2019 IN COMPLIANCE WITH CITY OF RENTON STANDARDSTED-40-4042PROLOGIS RENTON 9 601 MONSTER ROAD SWPROLOGIS RENTON 9LUA 18-000237C18-006309PROLOGIS RENTON 9PR18-00015512720 Gateway Dr., Suite 110 Tukwila, WA 98168 206-414-7625 Client: 950 Pacific Avenue, Suite 450 Tacoma, WA 98402 253-572-4903 REUSE OF DOCUMENTS (SEPA) DNS (CONT.) / GEOTECHNICAL INFORMATIONPROJECT CONDITIONSC1.2R-404203 PROJECT GEOTECHNICAL INFORMATION(SEPA) DETERMINATION OF NON-SIGNIFICANCE PROJECT GEOTECHNICAL INFORMATION DEVELOPMENT ENGINEERING rnair 06/26/2019 IN COMPLIANCE WITH CITY OF RENTON STANDARDSTED-40-4042PROLOGIS RENTON 9 601 MONSTER ROAD SWPROLOGIS RENTON 9LUA 18-000237C18-006309PROLOGIS RENTON 9PR18-00015512720 Gateway Dr., Suite 110 Tukwila, WA 98168 206-414-7625 Client: 950 Pacific Avenue, Suite 450 Tacoma, WA 98402 253-572-4903 REUSE OF DOCUMENTS GEOTECHNICAL INFORMATION (CONT.)PROJECT CONDITIONSC1.3R-404204 PROJECT GEOTECHNICAL INFORMATION PROJECT GEOTECHNICAL INFORMATION DEVELOPMENT ENGINEERING rnair 06/26/2019 Know what's below. before you dig.Call R 0'50'25' 1"=50' 100' N IN COMPLIANCE WITH CITY OF RENTON STANDARDSTED-40-4042PROLOGIS RENTON 9 601 MONSTER ROAD SWPROLOGIS RENTON 9LUA 18-000237C18-006309PROLOGIS RENTON 9PR18-00015512720 Gateway Dr., Suite 110 Tukwila, WA 98168 206-414-7625 Client: 950 Pacific Avenue, Suite 450 Tacoma, WA 98402 253-572-4903 REUSE OF DOCUMENTS KEY NOTES: LEGEND GENERAL NOTES: 1 6 2 2 2 2 2 17 2 2 3 3 3 4 5 1 7 8 8 8 9 9 9 10 10 11 11 11 11 11 12 12 12 12 12 28 13 13 14 141515 15 15 15 15 15 15 1614 14 14 15 28 6 18 19 20 8 21 21 21 22 2225 26 27 28 2 6 28 1 8 17 17 PARCEL # 2423049120 PARCEL # 2423049122 PARCEL # 2423049121 PARCEL # 2423049008 PARCEL # 9188000130 REMEDIATION NOTES: 24 23 28 29 29 29 2930 30 601 MONSTER ROAD SW A PORTION OF THE NW 1/4 OF SECTION 24, TOWNSHIP 23, RANGE 4 E., W.M. CITY OF RENTON, KING COUNTY, WASHINGTON PROLOGIS RENTON 9 DEMO PLAN AND NOTESC2.0KEY NOTES CONTINUED: R-404205 31 EXISTING WATER METER NOTES: 1 7 7 7 7 DEVELOPMENT ENGINEERING rnair 06/26/2019 SLT SLT SLT SLT SLT SLT SLTSLTSLTSLTSLTSLTSLTSLTSLTSLTSLTSLTSLTSLTSLT SLT SLT SLTSLTSLTSLTSLTSLT SLT SLT SLTSLTSLTXMIN AREA 1680 SQ FT 1751 PROVIDED X SWSWSWSWSWSWSWSWSWSW SWSWSWSWSWSWSW SW SW SW SW SW SW SW SW 0'50'25' 1"=50' 100' N IN COMPLIANCE WITH CITY OF RENTON STANDARDSTED-40-4042PROLOGIS RENTON 9 601 MONSTER ROAD SWPROLOGIS RENTON 9LUA 18-000237C18-006309PROLOGIS RENTON 9PR18-00015512720 Gateway Dr., Suite 110 Tukwila, WA 98168 206-414-7625 Client: 950 Pacific Avenue, Suite 450 Tacoma, WA 98402 253-572-4903 REUSE OF DOCUMENTS WET SEASON SPECIAL PROVISIONS KEY NOTES: 1 2 4 SLT PROVIDE CATCH BASIN PROTECTION. SEE KEY NOTES. SILT FENCE , C.O.R. STD PLAN 214.00 WORK / CLEARING LIMITS TEMPORARY INTERCEPTOR SWALE, C.O.R. STD. PLAN 217.10 STRAW WATTLES, C.O.R. STD. PLAN 213.40 GENERAL NOTES LEGEND 8 9 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 11 11 11 11 11 11 11 11 5 6 6 7 TYP “ ” CONSTRUCTION SEQUENCE 8 8 88 8 8 8 88 8 8 8 8 8 8 8 8 888 8 PARCEL # 2423049120 PARCEL # 2423049122 PARCEL # 2423049121 PARCEL # 2423049008 PARCEL # 9188000130 14 13 12 o o o o KEY NOTES 12 13 14 601 MONSTER ROAD SW A PORTION OF THE NW 1/4 OF SECTION 24, TOWNSHIP 23, RANGE 4 E., W.M. CITY OF RENTON, KING COUNTY, WASHINGTON PROLOGIS RENTON 9 TESC PLAN AND NOTESC2.1Know what's below. before you dig.Call R R-404206 8 o SW BMP NOTES: ” DEVELOPMENT ENGINEERING rnair 06/26/2019 IN COMPLIANCE WITH CITY OF RENTON STANDARDSTED-40-4042PROLOGIS RENTON 9 601 MONSTER ROAD SWPROLOGIS RENTON 9LUA 18-000237C18-006309PROLOGIS RENTON 9PR18-00015512720 Gateway Dr., Suite 110 Tukwila, WA 98168 206-414-7625 Client: 950 Pacific Avenue, Suite 450 Tacoma, WA 98402 253-572-4903 REUSE OF DOCUMENTS PLASTIC COVERING1 STRAW WATTLES2 SILT FENCE3 STABILIZED CONSTRUCTION ENTRANCE4 CATCH BASIN FILTER5 BLOCK AND GRAVEL CURB INLET PROTECTION6 CURB AND GUTTER BARRIER PROTECTION7 INTERCEPTOR SWALE8 Know what's below. before you dig.Call R TESC DETAILSC2.2R-404207 DEVELOPMENT ENGINEERING rnair 06/26/2019 IN COMPLIANCE WITH CITY OF RENTON STANDARDSTED-40-4042PROLOGIS RENTON 9 601 MONSTER ROAD SWPROLOGIS RENTON 9LUA 18-000237C18-006309PROLOGIS RENTON 9PR18-00015512720 Gateway Dr., Suite 110 Tukwila, WA 98168 206-414-7625 Client: 950 Pacific Avenue, Suite 450 Tacoma, WA 98402 253-572-4903 REUSE OF DOCUMENTS SEDIMENT TRAP1 SEDIMENT POND PLAN VIEW AND CROSS SECTIONS2 SEDIMENT POND RISER DETAIL3 Know what's below. before you dig.Call R TESC DETAILSC2.3R-404208 DEVELOPMENT ENGINEERING rnair 06/26/2019 273' 272' 230' 3 C3. 1 1 C3.1 2C3.14 C3.11C3.21C3.22,3,4C3.2VKnow what's below. before you dig.Call R 0'50'25' 1"=50' 100' N GENERAL NOTES: IN COMPLIANCE WITH CITY OF RENTON STANDARDSTED-40-4042PROLOGIS RENTON 9 601 MONSTER ROAD SWPROLOGIS RENTON 9LUA 18-000237C18-006309PROLOGIS RENTON 9PR18-00015512720 Gateway Dr., Suite 110 Tukwila, WA 98168 206-414-7625 Client: 950 Pacific Avenue, Suite 450 Tacoma, WA 98402 253-572-4903 REUSE OF DOCUMENTS WALL HEIGHT TABLE: 601 MONSTER ROAD SW A PORTION OF THE NW 1/4 OF SECTION 24, TOWNSHIP 23, RANGE 4 E., W.M. CITY OF RENTON, KING COUNTY, WASHINGTON PROLOGIS RENTON 9 GRADING AND DRAINAGE PLANC3.0STORM NOTES & STRUCTURE TABLE: HANDICAPPED DETAIL #11 R-404209 PRIVATE PROJECT STORM NOTES: KEY NOTES: 1 REFER TO SHEET C2.1 FOR SOIL CONDITIONS AND EXCAVATION WITHIN THESE AREAS. 1 1 MONSTER RD. SW STORM NOTES & STRUCTURE TABLE: SURFACE WATER UTILITY jfarah 06/26/2019 DEVELOPMENT ENGINEERING rnair 06/26/2019 Know what's below. before you dig.Call R IN COMPLIANCE WITH CITY OF RENTON STANDARDSTED-40-4042PROLOGIS RENTON 9 601 MONSTER ROAD SWPROLOGIS RENTON 9LUA 18-000237C18-006309PROLOGIS RENTON 9PR18-00015512720 Gateway Dr., Suite 110 Tukwila, WA 98168 206-414-7625 Client: 950 Pacific Avenue, Suite 450 Tacoma, WA 98402 253-572-4903 REUSE OF DOCUMENTS UTILITY PROFILESC3.1R-404210W-404201 S-404201 STORM NOTES: WATER NOTES: MONSTER ROAD PROFILE NOTES: SURFACE WATER UTILITY jfarah 06/26/2019 WATER UTILITY agafour 06/26/2019 DEVELOPMENT ENGINEERING rnair 06/26/2019 Know what's below. before you dig.Call R IN COMPLIANCE WITH CITY OF RENTON STANDARDSTED-40-4042PROLOGIS RENTON 9 601 MONSTER ROAD SWPROLOGIS RENTON 9LUA 18-000237C18-006309PROLOGIS RENTON 9PR18-00015512720 Gateway Dr., Suite 110 Tukwila, WA 98168 206-414-7625 Client: 950 Pacific Avenue, Suite 450 Tacoma, WA 98402 253-572-4903 REUSE OF DOCUMENTS UTILITY PROFILESC3.2R-404211W-404202S-404202 STORM NOTES: WATER NOTES: MONSTER ROAD PROFILE NOTES: SURFACE WATER UTILITY jfarah 06/26/2019 WATER UTILITY agafour 06/26/2019 DEVELOPMENT ENGINEERING rnair 06/26/2019 Know what's below. before you dig.Call R IN COMPLIANCE WITH CITY OF RENTON STANDARDSTED-40-4042PROLOGIS RENTON 9 601 MONSTER ROAD SWPROLOGIS RENTON 9LUA 18-000237C18-006309PROLOGIS RENTON 9PR18-00015512720 Gateway Dr., Suite 110 Tukwila, WA 98168 206-414-7625 Client: 950 Pacific Avenue, Suite 450 Tacoma, WA 98402 253-572-4903 REUSE OF DOCUMENTSCATCH BASIN TYPE 11 CATCH BASIN TYPE 1P2 CATCH BASIN TYPE 23 CATCH BASIN INSTALLATION4 OPEN CURB FACE FRAME AND GRATE INSTALLATION DETAIL5 STORM NOTES AND DETAILSC3.3R-404212 SURFACE WATER UTILITY jfarah 06/26/2019 DEVELOPMENT ENGINEERING rnair 06/26/2019 Know what's below. before you dig.Call R IN COMPLIANCE WITH CITY OF RENTON STANDARDSTED-40-4042PROLOGIS RENTON 9 601 MONSTER ROAD SWPROLOGIS RENTON 9LUA 18-000237C18-006309PROLOGIS RENTON 9PR18-00015512720 Gateway Dr., Suite 110 Tukwila, WA 98168 206-414-7625 Client: 950 Pacific Avenue, Suite 450 Tacoma, WA 98402 253-572-4903 REUSE OF DOCUMENTSRECTANGULAR SOLID METAL COVER RECTANGULAR VANED GRATE CB#17 TYPE II, 60"Ø RECTANGULAR FRAME1 PIPE ZONE BEDDING - RIGID PIPE CB#15 TYPE II, 72"Ø - FLOW SPLITTER DETAIL 2 3 8 7 4 CB#19 TYPE I, FLOW DIVERTOR9 PIPE ZONE BEDDING - FLEXIBLE PIPE5 TYPICAL TRENCH AND BACKFILL6 STORM NOTES AND DETAILSC3.4R-404213 SURFACE WATER UTILITY jfarah 06/26/2019 DEVELOPMENT ENGINEERING rnair 06/26/2019 Know what's below. before you dig.Call R IN COMPLIANCE WITH CITY OF RENTON STANDARDSTED-40-4042PROLOGIS RENTON 9 601 MONSTER ROAD SWPROLOGIS RENTON 9LUA 18-000237C18-006309PROLOGIS RENTON 9PR18-00015512720 Gateway Dr., Suite 110 Tukwila, WA 98168 206-414-7625 Client: 950 Pacific Avenue, Suite 450 Tacoma, WA 98402 253-572-4903 REUSE OF DOCUMENTS CB#16 BIO-CLEAN VAULT DETAIL 1 2 3 COALESCING PLATE OIL/WATER SEPARATOR COALESCING PLATE OIL/WATER SEPARATOR R-404214 4 SOIL AMENDMENT SECTIONS 5 TRENCH DRAIN DETAIL STORM NOTES AND DETAILSC3.5SURFACE WATER UTILITY jfarah 06/26/2019 DEVELOPMENT ENGINEERING rnair 06/26/2019 273' 272' 230'VVCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACT COMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACT60.0 TRASH ENCLOSURE SEE ARCHITVCTURAL SITE PLAN FOR ADDITIONAL INFORMATION. ICVCICICVC VCVCVCVCVC VC VC9' TYP 20' TYP 25' R3.0' WALL WALL R15.0' R10.0' R15.0' R5.0' R20.0'VCVCVC VC VCVCVCVCVCVCVC VC VC VC VC VCVCVC VCVCVCVC VC ICVCVCVCVC 20' 20' 55' 9' TYP 12.5'12.5'R3.0' R10.0' 4.5' TYP R25.0' 25' 20'20' R10.0' R25.0' R21.0'R20.0' 20'30'20' R3.0' R45.0' R20.0' R10.0' 8.5' TYP 16' TYP 4.5' TYP 12.5'12.5'5.0 R3.0' R3.0' TYP. R10.0' 12.5 ' 12.5' 20' 16' 16' Know what's below. before you dig.Call R 0'50'25' 1"=50' 100' N IN COMPLIANCE WITH CITY OF RENTON STANDARDSTED-40-4042PROLOGIS RENTON 9 601 MONSTER ROAD SWPROLOGIS RENTON 9LUA 18-000237C18-006309PROLOGIS RENTON 9PR18-00015512720 Gateway Dr., Suite 110 Tukwila, WA 98168 206-414-7625 Client: 950 Pacific Avenue, Suite 450 Tacoma, WA 98402 253-572-4903 REUSE OF DOCUMENTS PAVING GENERAL NOTES: LIGHT TRAFFIC AND PARKING2"4"6"1/2"3 ONSITE CEMENT CONC. VERTICAL CURB 4 SIGN MOUNTING DETAIL12"6"3"HEAVY DUTY 1 ONSITE ASPHALT CONCRETE PAVEMENT PAVING LEGEND: 601 MONSTER ROAD SW A PORTION OF THE NW 1/4 OF SECTION 24, TOWNSHIP 23, RANGE 4 E., W.M. CITY OF RENTON, KING COUNTY, WASHINGTON PROLOGIS RENTON 9 PAVING, HORIZONTAL CONTROL PLAN AND DETAILSC4.0R-404215 BENCHMARK 2 ONSITE CEMENT CONCRETE. SIDEWALK WIDTH VARIES SEE PLANS KEY NOTES: 1 INSTALL 12"x18" SIGN STATING "PARKING AREA FOR BLACK RIVER RIPARIAN FOREST PARK" PER C.O.R. STD PLAN 129, DETAIL #4, SHEET C4.0 1 273' 272' 230'VVCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACT COMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACT3 C3.1 1 C3.1 2C3.14 C3.11C3.21C3.22,3,4C3.2Know what's below. before you dig.Call R 0'50'25' 1"=50' 100'N IN COMPLIANCE WITH CITY OF RENTON STANDARDSTED-40-4042PROLOGIS RENTON 9 601 MONSTER ROAD SWPROLOGIS RENTON 9LUA 18-000237C18-006309PROLOGIS RENTON 9PR18-00015512720 Gateway Dr., Suite 110 Tukwila, WA 98168 206-414-7625 Client: 950 Pacific Avenue, Suite 450 Tacoma, WA 98402 253-572-4903 REUSE OF DOCUMENTS GENERAL NOTES: 601 MONSTER ROAD SW A PORTION OF THE NW 1/4 OF SECTION 24, TOWNSHIP 23, RANGE 4 E., W.M. CITY OF RENTON, KING COUNTY, WASHINGTON PROLOGIS RENTON 9 SANITARY SEWER, WATER & FIRE PLAN COMPOSITE STORMWATER, DRY UTILITIESC5.0R-404216W-404203 S-404203 CROSSING TABLE CROSSING #FINISHED GRADE PIPE 1 PIPE 2 DIFF 1 26.40 12" DI WATER 8" PVC SEWER IE=20.60 CROWN=19.27 1.33' 2 26.19 8" CPEP STORM 8" PVC SEWER IE=22.85 CROWN=19.42 3.43' 3 26.32 12" DI WATER 8" DI STORM CROWN=21.42 IE=22.67 1.25' 4 27.81 12" DI WATER 18" CPEP STORM IE=22.71 CROWN=21.44 1.27' 5 26.41 12" DI WATER 18" CPEP RD IE=21.31 CROWN=20.59 0.72' * 6 25.26 12" DI WATER 8" CPEP STORM CROWN=21.26 IE=21.69 0.43' * 7 26.23 8" CPEP STORM 18" CPEP RD IE=20.96 CROWN=19.47 1.49' 8 29.69 12" DI WATER 18" CPEP STORM IE=23.36 CROWN=22.36 1.00' 9 26.46 2" DOMESTIC WATER 12" CPEP STORM IE=24.21 CROWN=23.13 1.08' 10 31.46 12" DI WATER EX. 10" STORM ADS CROWN=25.56 IE=27.08 1.52' 1 2 3 5 6 8 7 2.0" DOMESTIC AND 1.5" IRRIGATION METER1 * MINIMUM REQUIRED VERTICAL SEPARATION BETWEEN UTILITY PIPES AT CROSSING IS 1.0 FEET. ETHOFOAM PAD SHALL BE PROVIDED BETWEEN UTILITIES PIPES AT CROSSINGS WHERE THE 1.0 FOOT VERTICAL SEPARATION IS NOT AVAILABLE. 1 C5.0 10 9 WATER KEY NOTES: 4 KEY NOTES: 1 RELOCATE EXISTING UTILITY VAULT. COORDINATE WITH UTILITY PURVEYOR. APPROXIMATE RELOCATION SHOWN SUBJECT TO FINAL UTILITY PURVEYOR APPROVAL. SEE SHEET C6.0 FOR LOCATIONS. 2 REMOVE EXISTING POWER POLE. SEE GENERAL NOTE #1, THIS SHEET. 3 REFER TO BMP NOTES, KEYNOTE #12 AND DETAIL 4 ON SHEET C5.2 FOR SOIL CONDITIONS AND EXCAVATION WITHIN THIS AREA. 3 1 1 2 2 2 4 4 REFER TO BMP NOTES, KEYNOTE #13 AND DETAIL 5 ON SHEET C5.2 FOR SOIL CONDITIONS AND EXCAVATION WITHIN THIS AREA. 11 12 13 14 11 28.61 6" DI WATER 18" CPEP STORM IE=24.03 CROWN=22.54 1.49' 12 26.84 12" DI WATER 12" CPEP STORM CROWN=22.84 IE=23.58 0.74' 13 28.08 6" DI WATER 18" CPEP STORM CROWN=20.91 IE=21.41 0.50' 14 27.75 12" DI WATER 18" CPEP STORM CROWN=20.97 IE=21.47 0.50' WATER UTILITY agafour 06/26/2019 DEVELOPMENT ENGINEERING rnair 06/26/2019 WASTEWATER UTILITY dchristen 06/27/2019 IN COMPLIANCE WITH CITY OF RENTON STANDARDSTED-40-4042PROLOGIS RENTON 9 601 MONSTER ROAD SWPROLOGIS RENTON 9LUA 18-000237C18-006309PROLOGIS RENTON 9PR18-00015512720 Gateway Dr., Suite 110 Tukwila, WA 98168 206-414-7625 Client: 950 Pacific Avenue, Suite 450 Tacoma, WA 98402 253-572-4903 REUSE OF DOCUMENTSCONNECTING TO WATER MAIN WITH TEE AND VALVE1 CONNECTION TO WATER MAIN AT END LINE CAP2 4 INSIDE BUILDING INSTALLATION FOR 3" AND LARGER DDCVA5 WATER UTILITY NOTES AND SPECIFICATIONS 1.ALL WORK MATERIAL SHALL BE IN CONFORMANCE 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. A SET OF APPROVED PLANS SHALL 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 BY THE PUBLIC WORKS DEPARTMENT AT (425) 430-7301. THE POLICE DEPARTMENT, 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 IT SHALL BE THE CONTRACTOR’S RESPONSIBILITY TO VERIFY THE TRUE AND CORRECT 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 THE PRE-CONSTRUCTION MEETING. 5.DATUM FOR VERTICAL CONTROL SHALL BE NORTH AMERICAN VERTICAL DATUM 1988 METERS, AND FOR HORIZONTAL CONTROL SHALL BE NORTH AMERICAN DATUM 1983/1991 METERS UNLESS OTHERWISE APPROVED BY THE CITY OF RENTON PUBLIC WORKS DEPARTMENT. REFERENCE BENCHMARK AND ELEVATIONS ARE NOTED ON THE PLANS. 6.ALL WATERMAIN PIPE IS TO BE CEMENT LINED DUCTILE IRON PIPE CONFORMING TO AWWA C110 AND C111 OR LATEST REVISION, THICKNESS CLASS 52. CEMENT MORTAR LINING AND SEAL COATING SHALL CONFORM TO AWWA C104 OR LATEST REVISION. PIPE JOINTS TO BE PUSH-ON OR MECHANICAL 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, PRESSURE RATED 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 EITHER ANSI/AWWA C110-A21.10-87 OR ANSI/AWWA C153/A21.53-94. THREE (3) INCH TO 12 INCH DIAMETER FITTINGS, WHICH HAVE MECHANICAL JOINTS AND/OR FLANGED 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 ACCORDANCE WITH AWWA C110/ A21.10-87. ACCEPTANCE TESTING IN ACCORDANCE WITH SECTION 53.53 OF ANSI/AWWA SECTION 10-4.3 OF ANSI/AWWA C110/ 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 OF RESILIENT SEATED TYPE (AWWA C509).VALVES SHALL BE DESIGNED FOR A MINIMUM 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) OR COMPRESSION TYPE OPENING AGAINST PRESSURE) CONFORMING TO AWWA C-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, 60 DEGREES V. THREADS: OUTSIDE DIAMETER OF MALE THREAD 4.875 AND ROOT DIAMETER 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 IRON THREADED CAPS WITH OPERATING NUT OF THE SAME DESIGN AND PROPORTIONS AS THE HYDRANT STEM NUT. CAPS SHALL BE FITTED WITH SUITABLE 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 HAVE SYNTHETIC 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. PRESERVATIVE PAINT 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 DETAIL FOR FIRE HYDRANTS, LATEST REVISION. 15.ALL WATERMAINS 10 INCHES AND SMALLER TO MAINTAIN A MINIMUM COVER OF 36 INCHES BELOW FINISH GRADE. ALL WATERMAIN 12 INCHES AND LARGER SHALL 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 CLEANED WITH 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 THE REAR 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 MINIMUM OF 200 PSI OR 150 PSI OVER OPERATING PRESSURE, IN ACCORDANCE WITH THE SPECIFICATIONS OF THE CITY OF RENTON AND THE WASHINGTON STATE HEALTH DEPARTMENT. ALL PRESSURE TESTING SHALL BE DONE IN THE PRESENCE OF A REPRESENTATIVE OF THE CITY OF RENTON. THE QUANTITY OF WATER 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 2 HOUR TEST PERIOD. 19.ALL WATERMAINS AND SERVICES SHALL BE DISINFECTED BY THE INJECTION OF A 50 PPM (MINIMUM CONCENTRATION) CHLORINE/WATER SOLUTION. DRY CALCIUM HYPOCHLORITE SHALL NOT BE PLACED IN THE PIPE AS LAID. CHLORINE SHALL BE METERED/INJECTED IN ACCORDANCE WITH SECTION 7- 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 ANY CONSTRUCTION. A MINIMUM OF FIVE (5) WORKING DAYS NOTICE IS REQUIRED FOR SCHEDULING. 21.TWENTY-FOUR (24) HOURS NOTICE WILL BE REQUIRED PRIOR TO STARTING NEW 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 METERS SHALL 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 THE CONTRACTOR AND BE ON-SITE PRIOR TO CITY NOTIFICATIONS. 25.INSPECTION WILL BE ACCOMPLISHED BY A REPRESENTATIVE OF THE CITY OF RENTON. IT SHALL BE THE CONTRACTOR’S RESPONSIBILITY TO NOTIFY DEVELOPMENT SERVICES TWENTY FOUR (24) HOURS IN ADVANCE OF BACKFILLING ALL CONSTRUCTION. THE CONTRACTOR, AS WELL AS THE ENGINEERS, SHALL KEEP AS-BUILT DRAWINGS. 26.CONTRACTOR TO PROVIDE PLUGS AND TEMPORARY BLOW-OFF ASSEMBLIES FOR TESTING AND PURITY ACCEPTANCE PRIOR TO FINAL TIE-IN. 27.ALL JOINT RESTRAINT SYSTEMS (SHACKLE RODS, NUTS, BOLTS, ETC.) SHALL BE AS MANUFACTURED BY THE STAR MANUFACTURING COMPANY OF COLUMBUS OHIO, 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. ALL SURFACE CONCRETE, PAVEMENT, SIDEWALKS, CURB, GUTTERS, AND DRIVEWAY APPROACHES 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 OF INITIAL 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 IMPROVED AREAS. FIRE HYDRANT ASSEMBLY3 WATER NOTES AND DETAILSC5.1W-404204 2 AND 1 1 2" WATER SERVICE WATER UTILITY agafour 06/26/2019 BY FERGUSON WATERWORKS DEVELOPMENT ENGINEERING rnair 06/26/2019 IN COMPLIANCE WITH CITY OF RENTON STANDARDSTED-40-4042PROLOGIS RENTON 9 601 MONSTER ROAD SWPROLOGIS RENTON 9LUA 18-000237C18-006309PROLOGIS RENTON 9PR18-00015512720 Gateway Dr., Suite 110 Tukwila, WA 98168 206-414-7625 Client: 950 Pacific Avenue, Suite 450 Tacoma, WA 98402 253-572-4903 REUSE OF DOCUMENTS CONCRETE BLOCKING FOR HORIZONTAL AND DOWNWARD VERTICAL BENDS1 CONCRETE BLOCKING FOR VERTICAL FITTINGS2 3 4" TO 2" DOUBLE CHECK VALVE ASSEMBLY FOR IRRIGATION OR RESIDENTIAL FIRE SPRINKLER3 WATER NOTES AND DETAILSC5.2W-404205 PIPE BEDDING AND BACKFILL SECTION5 VERTICAL SIDES OF TRENCH TO MINIMIZE EXCAVATION. ADEQUATLY BRACE TO MEET ALL SAFETY CODES AND REGULATIONS.FINAL BACKFILLINITIALBACKFILL1'-0" MAX 1'-0" MAX 4'-0" MIN6"COMPACTED PIPE BEDDING IN 4" LAYERS (95% MAX DENSITY) BACKFILL TO MATCH EXISTING GRADE EXISTING GRADE IMPORT COMPACTED BACKFILL LAID IN 8" LOOSE LIFTS (95% MAX. DENSITY) 60-MILS HDPE (HIGH DENSITY POLYETHYLENE) LINER ON SIDES AND BOTTOM OF TRENCH. 2" MIN. OVERLAP AT JOINT PIPE (W/ POLYWRAP)2'-0"MAXNOTE: 1.REFER TO BMP NOTES ON SHEET C2.1 REGARDING DIRECT TRUCK LOADING AND EXCAVATION. 2.REFER TO KEY NOTES 12 & 13 ON SHEET C2.1 REGARDING PUMPING OF THE STORM/GROUND WATER EXPOSED TO CONTAMINATED SOILS TO THE SEDIMENT TANKS AND DISCHARGE TO THE SEWER. 3.A REPRESENTATIVE FROM FLOYD/SNIDER SHALL BE ONSITE DURING THE EXCAVATION IN THE AREAS OF AOC1 AND AOC2 TO OBSERVE SOILS FOR CONTAMINATION AND DIRECT LOADING OF TRUCKS. REDUCED PRESSURE BACKFLOW ASSEMBLY IN HOT BOX4 DEVELOPMENT ENGINEERING rnair 06/26/2019 Know what's below. before you dig.Call R IN COMPLIANCE WITH CITY OF RENTON STANDARDSTED-40-4042PROLOGIS RENTON 9 601 MONSTER ROAD SWPROLOGIS RENTON 9LUA 18-000237C18-006309PROLOGIS RENTON 9PR18-00015512720 Gateway Dr., Suite 110 Tukwila, WA 98168 206-414-7625 Client: 950 Pacific Avenue, Suite 450 Tacoma, WA 98402 253-572-4903 REUSE OF DOCUMENTSSTANDARD SANITARY MANHOLE1 MANHOLE FRAME AND COVER2 8" OR 6" CLEANOUT3 SEWER MANHOLE MARKER POST4 PIPE BEDDING FOR SANITARY SEWERS5 SANITARY SEWER NOTES AND SPECIFICATION ’ ’ AIR TEST TABLE FOR SANITARY SEWER6 SEWER NOTES AND DETAILSC5.3S-404204 DEVELOPMENT ENGINEERING rnair 06/26/2019 Know what's below. before you dig.Call R IN COMPLIANCE WITH CITY OF RENTON STANDARDSTED-40-4042PROLOGIS RENTON 9 601 MONSTER ROAD SWPROLOGIS RENTON 9LUA 18-000237C18-006309PROLOGIS RENTON 9PR18-00015512720 Gateway Dr., Suite 110 Tukwila, WA 98168 206-414-7625 Client: 950 Pacific Avenue, Suite 450 Tacoma, WA 98402 253-572-4903 REUSE OF DOCUMENTS 0'20'10' 1"=20' 40' N 601 MONSTER ROAD SW (EAST) A PORTION OF THE NW 1/4 OF SECTION 24, TOWNSHIP 23, RANGE 4 E., W.M. CITY OF RENTON, KING COUNTY, WASHINGTON PROLOGIS RENTON 9 OFFSITE IMPROVEMENTS PLAN AND PROFILE MONSTER ROAD SW (EAST) COLLECTOR ARTERIALC6.03 C6.2 2 C6.2 1 C6.2 R-404217 GENERAL NOTES: 1.ALL EXISTING OVERHEAD UTILITIES SHALL BE BURIED ALONG PROJECT STREET FRONTAGE IF IN USE AND REQUIRE TO REMAIN AS SUCH BY SERVICING UTILITY. UNDERGROUNDING OF EXISTING POWER LINES IN ALL STREET FRONTAGES IS REQUIRED BY CITY CODE. 4 C6.2 1 1 1 2 1 C6.0 SIDEWALK DETAIL #11 N KEY NOTES: 1 RELOCATE EXISTING UTILITY VAULT. COORDINATE WITH UTILITY PURVEYOR. APPROXIMATE RELOCATION SHOWN SUBJECT TO FINAL UTILITY PURVEYOR APPROVAL. SEE TABLE THIS SHEET. 2 REMOVE EXISTING POWER POLE. SEE GENERAL NOTE #1, THIS SHEET. DEVELOPMENT ENGINEERING rnair 06/26/2019 Know what's below. before you dig.Call R IN COMPLIANCE WITH CITY OF RENTON STANDARDSTED-40-4042PROLOGIS RENTON 9 601 MONSTER ROAD SWPROLOGIS RENTON 9LUA 18-000237C18-006309PROLOGIS RENTON 9PR18-00015512720 Gateway Dr., Suite 110 Tukwila, WA 98168 206-414-7625 Client: 950 Pacific Avenue, Suite 450 Tacoma, WA 98402 253-572-4903 REUSE OF DOCUMENTS 0'20'10' 1"=20' 40' N 601 MONSTER ROAD SW (NORTH) A PORTION OF THE NW 1/4 OF SECTION 24, TOWNSHIP 23, RANGE 4 E., W.M. CITY OF RENTON, KING COUNTY, WASHINGTON PROLOGIS RENTON 9 OFFSITE IMPROVEMENTS PLAN AND PROFILE MONSTER ROAD SW (NORTH) PRINCIPAL ARTERIALC6.1GENERAL NOTES: 1.ALL ELEVATIONS ARE TOP BACK OF CURB UNLESS OTHERWISE NOTED. 2.ALL EXISTING OVERHEAD UTILITIES SHALL BE BURIED ALONG PROJECT STREET FRONTAGE IF IN USE AND REQUIRE TO REMAIN AS SUCH BY SERVICING UTILITY. UNDERGROUNDING OF EXISTING POWER LINES IN ALL STREET FRONTAGES IS REQUIRED BY CITY CODE. R-404218 KEY NOTES: 1 REMOVE EXISTING POWER POLE. SEE GENERAL NOTE #2, THIS SHEET. 1 1 SIDEWALK DETAIL #11 N 1 C6.1 DEVELOPMENT ENGINEERING rnair 06/26/2019 Know what's below. before you dig.Call R IN COMPLIANCE WITH CITY OF RENTON STANDARDSTED-40-4042PROLOGIS RENTON 9 601 MONSTER ROAD SWPROLOGIS RENTON 9LUA 18-000237C18-006309PROLOGIS RENTON 9PR18-00015512720 Gateway Dr., Suite 110 Tukwila, WA 98168 206-414-7625 Client: 950 Pacific Avenue, Suite 450 Tacoma, WA 98402 253-572-4903 REUSE OF DOCUMENTS 0'20'10' 1"=20' 40' N 601 MONSTER ROAD SW (NORTH) A PORTION OF THE NW 1/4 OF SECTION 24, TOWNSHIP 23, RANGE 4 E., W.M. CITY OF RENTON, KING COUNTY, WASHINGTON PROLOGIS RENTON 9 OFFSITE IMPROVEMENTS PLAN AND PROFILE MONSTER ROAD SW (NORTH) PRINCIPAL ARTERIALC6.2HANDICAPPED DETAIL #33 HANDICAPPED DETAIL #22 HANDICAPPED DETAIL #11 3 C6.2 R-404219 4 C6.2 N N N GENERAL NOTES: 1.ALL ELEVATIONS ARE TOP BACK OF CURB UNLESS OTHERWISE NOTED. 2.ALL EXISTING OVERHEAD UTILITIES SHALL BE BURIED ALONG PROJECT STREET FRONTAGE IF IN USE AND REQUIRE TO REMAIN AS SUCH BY SERVICING UTILITY. UNDERGROUNDING OF EXISTING POWER LINES IN ALL STREET FRONTAGES IS REQUIRED BY CITY CODE. HANDICAPPED DETAIL #44 SIGNAGE & CHANNELIZATION NOTES: 1.REFER TO CHANNELIZATION PLAN SHEETS FOR ADDITIONAL CROSSWALK, STOP BAR AND CROSSING SIGNAGE INFORMATION. ADA RAMP-LANDING NOTES: 1.MAXIMUM SLOPE IN ALL DIRECTIONS IS 1.5% FOR ALL RAMP LANDINGS. N DEVELOPMENT ENGINEERING rnair 06/26/2019 Know what's below. before you dig.Call R IN COMPLIANCE WITH CITY OF RENTON STANDARDSTED-40-4042PROLOGIS RENTON 9 601 MONSTER ROAD SWPROLOGIS RENTON 9LUA 18-000237C18-006309PROLOGIS RENTON 9PR18-00015512720 Gateway Dr., Suite 110 Tukwila, WA 98168 206-414-7625 Client: 950 Pacific Avenue, Suite 450 Tacoma, WA 98402 253-572-4903 REUSE OF DOCUMENTSCEMENT CONCRETE SIDEWALK1 UTILITY PLACEMENT IN CEMENT CONCRETE SIDEWALK2 CURB AND GUTTER REPLACEMENT DETAIL3 CEMENT CONCRETE DRIVEWAY ENTRANCE - TYPE C1B, C2B, C3B, AND C-MAXB (WITH BUFFER) 5 CEMENT CONCRETE DRIVEWAY ENTRANCES - NOTES AND DETAILS4 TYPICAL TRANVERSE PATCH FOR FLEXIBLE PAVEMENT OR RIGID PAVEMENT WITH OVERLAY6 TYPICAL PATCH FOR RIGID PAVEMENT WITHOUT ASPHALT CONCRETE OVERLAY7 OFFSITE NOTES AND DETAILSC6.3R-404220 DEVELOPMENT ENGINEERING rnair 06/26/2019 8.0' LS ADJUSTED PROP LINE (ROW DEDICATION) EXIST PROP LINE EXIST ROW CTRLINE 40.0' EXIST CURB AND GUTTER W/ EXIST ROW STORM 8.0' SW 1' MIN. ** ** EXIST STREET LIGHTS TO REMAIN EXISTING GRADE @ SECTION 10.0' LANDSCAPE C.O.R. STD PLAN 102 & 102.1, SHT C6.3 ROW DEDICATION (6.5' TO 9.3') 1.5% 0.5' CURB ADJUSTED PROP LINE (ROW DEDICATION) EXIST PROP LINE EXIST ROW CTRLINE 40.0' ROW DEDICATION (6.5' TO 9.3') DRIVEWAY APPROACH 1' MIN. 8.0' SW EA. SIDE PER C. O. R. STD PLAN 104.4, SHT. C6.3 EXISTING GRADE @ SECTION 10.0' LANDSCAPE C.O.R. STD PLAN 102 & 102.1, SHT C6.3 NEW CURB @ DRIVEWAY W/ EXIST STORM STRUCTURES & PIPE TO REMAIN SAWCUT EX. ROAD 2' MIN. FROM EXISTING FLOWLINE TO FORM A NEAT LINE EDGE. SEE C.O.R. STD PLAN 103. SHT C6.3 1.5%12H:1V MAX. EXIST CURB AND GUTTER W/ EXIST STORM STRUCTURES & PIPE TO REMAIN ** EXIST ROW CTRLINEVARYING WIDTH LS8.0' SW ** PROPOSED PARK PARKING AREA COMBINED ROW & PARK PROPROPERTY EXISTING GRADE @ SECTION EXIST STREET LIGHTS TO REMAIN C.O.R. STD PLAN 102 & 102.1, SHT C6.3 0.5' CURB 1.5% EXISTING PARKING SURFACE 4:1 SLOPE PROPOSED ONSITE LANDSCAPE 3.9' APPROXWALL HT3.0'6' SW SAWCUT EX. ROAD 6" MIN. FROM EXISTING FOGLINE TO FORM A NEAT LINE EDGE. SEE C.O.R. STD PLAN 103, SHT. C6.3 8.0' LS EX. SLOPE VARIES ADJUSTED PROP LINE (ROW DEDICATION) ROW DEDICATION (0' TO 6.7') 10.0' LANDSCAPE EXIST PROP LINE EXIST ROW CTRLINE 30.0' VARIES 0' TO 5.5' MATCH EX. ROAD CROSS SLOPE APPROX LOCATION OF EXISTING 'BUTTONS' 16' 11' DRIVE LANE5' BIKE LANEC.O.R. STD PLAN 102 & 102.1, SHT. C6.3 CURB AND GUTTER, C.O.R. STD. PLAN 103 ,SHT C6.3 W/ NEW ROW STORM 0.5' CURB 1.5% EXIST PROP LINE EXIST ROW CTRLINE 30.0' APPROX LOCATION OF EXISTING 'BUTTONS' ** 8.0' LS EXISTING PARKING SURFACE 4:1 SLOPE PROPOSED ONSITE LANDSCAPE ROW LANDSCAPE 4:1 MAX SLOPE 10.0' LANDSCAPE 7.0' APPROXWALL HTSAWCUT EX. ROAD 6" MIN. FROM EXISTING FOGLINE TO FORM A NEAT LINE EDGE. SEE C.O.R. STD PLAN 103, SHT. C6.3 MATCH EX. ROAD CROSS SLOPE EX. SLOPE VARIES 16' 11' DRIVE LANE5' BIKE LANE VARIES 0' TO 5.5' 3.0'6' SW EXISTING GRADE @ SECTION C.O.R. STD PLAN 102 & 102.1, SHT. C6.3 CURB AND GUTTER, C.O.R. STD. PLAN 103 ,SHT C6.3 W/ NEW ROW STORM 0.5' CURB 1.5% ADJUSTED PROP LINE (ROW DEDICATION) EXIST PROP LINE EXIST ROW CTRLINE ROW DEDICATION (0' TO 6.7') APPROX LOCATION OF EXISTING 'BUTTONS'16' 11' DRIVE LANE5' BIKE LANE SAWCUT EX. ROAD 6" MIN. FROM EXISTING FOGLINE TO FORM A NEAT LINE EDGE. SEE C.O.R. STD PLAN 103. SHT C6.3 4:1 SLOPE (MAX.) PROPOSED ONSITE LANDSCAPE 10.0' LANDSCAPE ONSITE PARKING SURFACE MATCH EX. ROAD CROSS SLOPE CURB AND GUTTER, C.O.R. STD. PLAN 103 ,SHT C6.3 W/ NEW ROW STORM EX. SLOPE VARIES 30.0' VARIES 0' TO 5.5' EXISTING GRADE @ SECTION 1' MIN. 6' SW 8.0' LS C.O.R. STD PLAN 102 & 102.1, SHT. C6.3 0.5' CURB 1.5% Know what's below. before you dig.Call R IN COMPLIANCE WITH CITY OF RENTON STANDARDSTED-40-4042PROLOGIS RENTON 9 601 MONSTER ROAD SWPROLOGIS RENTON 9LUA 18-000237C18-006309PROLOGIS RENTON 9PR18-00015512720 Gateway Dr., Suite 110 Tukwila, WA 98168 206-414-7625 Client: 950 Pacific Avenue, Suite 450 Tacoma, WA 98402 253-572-4903 REUSE OF DOCUMENTS DETECTABLE WARNING SURFACES1 OFFSITE SECTIONS, NOTES AND DETAILSC6.4R-404221 PERPENDICULAR CURB RAMP2 3 4 5 6 7 8 DEVELOPMENT ENGINEERING rnair 06/26/2019 (FOR REFERENCE ONLY)BOUNDARY & TOPOGRAPHY SURVEYSV1.0IN COMPLIANCE WITH CITY OF RENTON STANDARDSTED-40-4042PROLOGIS RENTON 9 601 MONSTER ROAD SWPROLOGIS RENTON 9LUA 18-000237C18-006309PROLOGIS RENTON 9PR18-00015512720 Gateway Dr., Suite 110 Tukwila, WA 98168 206-414-7625 Client: 950 Pacific Avenue, Suite 450 Tacoma, WA 98402 253-572-4903 REUSE OF DOCUMENTS R-404222 (FOR REFERENCE ONLY)BOUNDARY & TOPOGRAPHY SURVEYSV1.1IN COMPLIANCE WITH CITY OF RENTON STANDARDSTED-40-4042PROLOGIS RENTON 9 601 MONSTER ROAD SWPROLOGIS RENTON 9LUA 18-000237C18-006309PROLOGIS RENTON 9PR18-00015512720 Gateway Dr., Suite 110 Tukwila, WA 98168 206-414-7625 Client: 950 Pacific Avenue, Suite 450 Tacoma, WA 98402 253-572-4903 REUSE OF DOCUMENTS R-404223 (FOR REFERENCE ONLY)BOUNDARY & TOPOGRAPHY SURVEYSV1.2IN COMPLIANCE WITH CITY OF RENTON STANDARDSTED-40-4042PROLOGIS RENTON 9 601 MONSTER ROAD SWPROLOGIS RENTON 9LUA 18-000237C18-006309PROLOGIS RENTON 9PR18-00015512720 Gateway Dr., Suite 110 Tukwila, WA 98168 206-414-7625 Client: 950 Pacific Avenue, Suite 450 Tacoma, WA 98402 253-572-4903 REUSE OF DOCUMENTS R-404224 APPROVED06/27/2019 jdingPLANNING DIVISION APPROVED06/27/2019 jdingPLANNING DIVISION APPROVED06/27/2019 jdingPLANNING DIVISION APPROVED06/27/2019 jdingPLANNING DIVISION APPROVED06/27/2019 jdingPLANNING DIVISION APPROVED06/27/2019 jdingPLANNING DIVISION APPROVED06/27/2019 jdingPLANNING DIVISION APPROVED06/27/2019 jdingPLANNING DIVISION APPROVED06/27/2019 jdingPLANNING DIVISION APPROVED06/27/2019 jdingPLANNING DIVISION APPROVED06/27/2019 jdingPLANNING DIVISION APPROVED06/27/2019 jdingPLANNING DIVISION APPROVED06/27/2019 jdingPLANNING DIVISION APPROVED06/27/2019 jdingPLANNING DIVISION APPROVED06/27/2019 jdingPLANNING DIVISION APPROVED06/27/2019 jdingPLANNING DIVISION APPROVED06/27/2019 jdingPLANNING DIVISION VCOMPACTIN COMPLIANCE WITH CITY OF RENTON STANDARDSAAANNNNNNN PROLOGIS RENTON 9601 MONSTER ROAD SWPROLOGIS RENTON 9 LUA 18-000237 C18-006309PROLOGIS RENTON 9 PR18-00015512720 Gateway Dr., Suite 110Tukwila, WA 98168206-414-7625Client:TENWTransportation Planning | Design | Traffic Impact & Operations11400 SE 8th Street, Suite 200, Bellevue, WA 98004Office (425) 889-6747Transportation Engineering NorthWestProject Contact: Trevor Takara, P.E.Phone: 425-250-08655-16-20191 CHANNELIZATION PLANC-404201AHEADUSECROSSWALKUSECROSSWALKDEVELOPMENT ENGINEERINGrnair 06/26/2019TRANSPORTATION OPERATIONcbarnes 06/27/2019 COMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACT IN COMPLIANCE WITH CITY OF RENTON STANDARDSAAANNNNNNN PROLOGIS RENTON 9601 MONSTER ROAD SWPROLOGIS RENTON 9 LUA 18-000237 C18-006309PROLOGIS RENTON 9 PR18-00015512720 Gateway Dr., Suite 110Tukwila, WA 98168206-414-7625Client:TENWTransportation Planning | Design | Traffic Impact & Operations11400 SE 8th Street, Suite 200, Bellevue, WA 98004Office (425) 889-6747Transportation Engineering NorthWestProject Contact: Trevor Takara, P.E.Phone: 425-250-08655-16-20191 CHANNELIZATION PLANC-404202AHEADUSECROSSWALKUSECROSSWALKDEVELOPMENT ENGINEERINGrnair 06/26/2019TRANSPORTATION OPERATIONcbarnes 06/27/2019 DEVELOPMENT ENGINEERING rnair 06/26/2019 TRANSPORTATION OPERATION cbarnes 06/27/2019 VCOMP A C T COMP A C T COMPA C T COMPACTIN COMPLIANCE WITH CITY OF RENTON STANDARDSAAANNNNNNN PROLOGIS RENTON 9601 MONSTER ROAD SWPROLOGIS RENTON 9 LUA 18-000237 C18-006309PROLOGIS RENTON 9 PR18-00015512720 Gateway Dr., Suite 110Tukwila, WA 98168206-414-7625Client:TENWTransportation Planning | Design | Traffic Impact & Operations11400 SE 8th Street, Suite 200, Bellevue, WA 98004Office (425) 889-6747Transportation Engineering NorthWestProject Contact: Trevor Takara, P.E.Phone: 425-250-08655-16-20191 ILLUMINATION PLAN····T-404201DEVELOPMENT ENGINEERINGrnair 06/26/2019TRANSPORTATION OPERATIONcbarnes 06/27/2019 IN COMPLIANCE WITH CITY OF RENTON STANDARDSAAANNNNNNN PROLOGIS RENTON 9601 MONSTER ROAD SWPROLOGIS RENTON 9 LUA 18-000237 C18-006309PROLOGIS RENTON 9 PR18-00015512720 Gateway Dr., Suite 110Tukwila, WA 98168206-414-7625Client:TENWTransportation Planning | Design | Traffic Impact & Operations11400 SE 8th Street, Suite 200, Bellevue, WA 98004Office (425) 889-6747Transportation Engineering NorthWestProject Contact: Trevor Takara, P.E.Phone: 425-250-08655-16-20191 ILLUMINATION PLAN··T-404202DEVELOPMENT ENGINEERINGrnair 06/26/2019TRANSPORTATION OPERATIONcbarnes 06/27/2019 DEVELOPMENT ENGINEERING rnair 06/26/2019 TRANSPORTATION OPERATION cbarnes 06/27/2019 DEVELOPMENT ENGINEERING rnair 06/26/2019 TRANSPORTATION OPERATION cbarnes 06/27/2019