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Home My WebLink AboutR-404201N 0 W 0 z Lu rr M CD 0 .J O m OL LEGEND (NOTE, NOT ALL SYMBOLS MAY APPEAR ON THE MAP) (REFER To SURVEY SHEETS FOR ADDTION-4L EXIS7NG LEGEND INFORM-4TION) EXISTING PROPOSED LUMINAIRE (LUM,) F POWER METER POWER POLE TELEPHONE MANHOLE ❑ CATCH BASIN (CB) STORM MANHOLE (SDMH) { SANITARY SEWER MANHOLE (SSMH) SANITARY SEWER GLEANOUT (SSCO) 0 WATER VALVE (WV) 04 FIRE HYDRANT (FH) FIRE DEPARTMENT CONNECTION (FDC) jk EE WATER METER wl F SIGN MONITOR WELL --w--------r: WATER LINE —w w FIRE WATER LINE — r F FDC WATER LINE --FDC Fpc•--• SANITARY SEWER LINE — 5 — s _ _ = STORM DRAINAGE LINE —G— — GAS LINE r4LI'�w — -- TELEPHONE UNDERGRDUND — F1'l-IO} POWER UNDERGROUND p(OH)— - POWER OVERHEAD ELEV CONTOURS ELEV ROOF DRAIN RD FOOTING DRAIN FD ELEV GENERAL NOTES PROLOGIS RENTON 9 AUTOCAD FILE THE FOLLOWING APPLY UNLESS OTHERWISE INDICATED. 601 MONSTER ROAD SW AUTOCAD DRAWING FILES ARE AVAILABLE 1- ALL WORK AND MATERIAL SHALL CONFORM TO CITY OF RENTON FOR SITE LAYOUT UPON REQUEST, STANDARDS AND STANDARD SPECIFICATIONS OF SDOTAPWA, WHERE PORTION F THE NW 114 F SECTION TOWNSHIP 2, RAKE., W.M. MORE THAN ONE STANDARD IS REFERENCED ON THE DRAWINGS AND CITY OF RENTON, N, ACING COUNTY., WASHINGTON THERE IS A DISCREPANCY BETWEEN THE TWO THE MORE STRINGENT ALLLLL TI ESPDURINGSET OF CONSTRUCTONED PLANS SHALL BE KEPT ON SITE AT P�q CEL PROCEDURE MARRATIVE 2, THE LOCATIONS OF EXISTING UTILITIES AND FEATURES SHOWN ARE APPROXIMATE. CONTRACTOR SHALL VERIFY ACTUAL LOCATIONS & SIZES PRIOR TO CONSTRUCTION OF NEW IMPROVEMENTS. CONTRACTOR SHALL BE CAUTIOUS WHEN EXCAVATING NEAR EXISTING UTILITIES. CONTRACTOR — — SHALL BE (RESPONSIBLE FOR DAMAGES! CAUSED TO EXISTING UTILITIES- 3. CONTRACTOR TO LOCATE AND DETERMINE DEPTH OF EXISTING UTILITIES. NOTIFY OWNER AND THE ENCINEER OF ANY CONFLICTS BETWEEN EXISTING FEATURES AND THE PLACEMENT OF NEW FACILITIES. 4- THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL TRAFFIC CONTROL ' ON —SITE AND SHALL COORDINATE HIS ACTIVITIES WITH THE OWNER AND ENGINEER A MINIMUM OF TWO () WEEKS IN ADVANCE OF THE BEOINNINC OF WORK. THE CONTRACTOR IS RESPONSIBLE FOR PROVIDING ALL TRAFFIC- CONTROL SIGNS. SAFE VEHICULAR AND PEDESTRIAN ACCESS SHALL BE PROVIDED AT ALL TIMES DURING CONSTRUCTION- SHUTDOWN OF OWNER I M OPERATION OR ACCESS WILL NOT BE PERMITTED. ` 5- THE CONTRACTOR SHALL MAINTAIN A CLEAN WORK ,AREA AT ALL TIMES BY SWEEPING. WASHING OF PAVEMENT WILL NOT BE ALLOWED WITHOUT PRIOR OWNER APPROVAL, 6, ALL DEMOLITION DEBRIS SHALL BE LEGALLY DISPOSED OF OFF —SITE, ELK TRM E�Ee 7, FIELD VERIFY DIMENSIDNS FOR WORK PRIOR TO START OF WORK. PRE 8. ALL WORK SHALL BE PERFORMED IN A WORKMANLIKE MANNER AND IN mc- CONFORMANCE WITH APPLICABLE CODES}, REGULATIONS} AND PERMIT I {{ REQUIREMENTS- 9,RECORDDRAWINGS: CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING A CLEAN SET OF DRAWINGS AT THE PROJECT OFFICE FOR 125 RECORD INFORMATION, ALL REQUIRED INFORMATION SHALL BE RECORDED IN RED PENCIL DAILY IN A NEAT AND LEGIBLE MANNER. I 10. CONTRACTOR SHALL OBTAIN ALL PERMITS REQUIRED FOR CONSTRUCTION PARCEL THAT OWNER HAS NOT OBTAINED. — 71 RC ZONING SPOT ELEVATION 11. PRIOR TO PLACING PAVEMENT, THE CONTRACTOR SHALL ENSURE THAT 2423049120 IL ALL REQUIRED UNDERGROUND UTILITIES AND APPURTENANCES ARE IN PARCEL # l CHAIN LINK FENCE ?{ PLACE, INCLUDING, BUT NOT LIMITED TO: SANITARY SEWER, STORM DRAIN, SURVEY MONUMENT (AS NOTED) GAS, ELECTRIC, TELEPHONE COMMUNICATION SYSTEMS, CABLE TELEVISION, 24230490081 SITE LIGHTING AND IRRIGATION SLEEVES. BENCHMARK 12- ALL DISTURBED PROPERTY AND VEGETATION SHALL BE RESTORED TO 0 FOUND REBAR/CAP (AS NOTED) ORIGINAL CONDITION OR BETTER AS SPECIFIED. WORK SHALL BE CONFINED SURVEY CONTROL STATION TO OWN ER PROPERTY. 13. CONTRACTOR SHALL PROTECT ALL SURREY MONUMENTS AND ASPHALT BENCHMARKS, CONFIRM INDICATED VER11CAL AND HORIZONTAL CONTROL AND MONUMENTS PRIOR TO CONSTRUCTION. REPORT ANY DISCREPANCIES, HEAVY DUTY ASPHALT 14- THE CONTRACTOR SHALL MAINTAIN ALL SIGNS, BARRICADES, WARNINC FM - LIGHTS, AND OTHER DEVICES NECESSARY FOR SAFETY. w 15, THE SPECIFICATION OF A NAME BRAND PRODUCT, OR EQUAL/EQUIVALENT, _ CONCRETE � IS DONE TO ESTABLISH THE LEVEL OF QUALITY OF MATERIALS AND � _�~- 336 EQUIPMENT REQUIRED AND IS NOT A PRODUCT ENDORSEMENT. SUBMIT BOTTOM OF CURB L4C SUBSTITUTIONS IN WRITING IN ACCDRDANCE WITH SPECIFICATIONS FOR PARCEL TOP OF CURB Tc APPROVAL. � BOTTOM OF WALL Bw 2423049122 TOP OF WALL Tw SURVEY MCNUMENTATION NOTE ABBREVIATIONS UTILITY CONFLICT NOTE - CAUTION: CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR OBTAINING PERMITS FROM THE WASHINGTON STATE DEPARTMENT OF (R#) REFERENCE SURVEYS THE CONTRACTOR SHALL BE RESPONSIBLE FDR VERIFYING THE NATURAL RESOURCES FOR REMOVING AND REPLACING ALL ' (OH) OVERHEAD LOCATION, DIMENSION, AND DEPTH OF ALL EXISTING UTILITIES SURVEY MONUMENTA110N THAT MAY BE AFFECTED BY WHETHER SHOWN ON THESE PLANS OR NOT BY POTHOLING THE CONSTRUCTION ACTIVITY, PURSUANT To WAC 332-120- EnSlR � (UG) UNDERGROUND UTILITIES AND SURVEYING THE HORIZONTAL AND VERTICAL APPLICATIONS MUST BE COMPLETED BY A REGISTERED LAND ' (TYP} TYPICAL LOCATION PRIOR TO CONSTRUCTION- THIS SHALL INCLUDE SURVEYOR. APPLICATIONS FOR PERMITS TO REMOVE MONUMENTS J CALLING UTILITY LOCATE @ 1-800-424-5555 AND THEN MAY BE OBTAINED FROM THE WASHINGTON STATE DEPARTMENT (C) CALCULATED POTHOLING ALL OF THE EXISTING UTILITIES LOCATIONS OF NEW OF NATURAL RESOURCES, OR BY CONTACTING THEIR OFFICE BYopar+ j UTILITY CROSSINGS TO PHYSICALLY VERIFY WHETHER OR NOT TELEPHONE AT (206) 902-1190, (M) MEASURED CONFLICTS EXIST. LOCATIONS OF SAID UTILITIES AS SHOWN ON TOP THESE PLANS ARE BASED UPON THE UNVERIFIED PUBLIC WASHINGTON STATE DEPARTMENT OF NATURAL RESOURCES TOP OF SLOPE INFORMATION AND ARE SUBJECT TO VARIATION- IF CONFLICTS PUBLIC LAND SURVEY OFFICE TOE OF SLOPE SHDULD OCCUR, THE CONTRACTOR SHALL CONSULT THE 1111 WASHINGTON STREET S.E. ENGINEER OF RECORD TO RESOLVE ALL PROBLEMS PRIOR TO P.0- BOX 47060 ' PROCEEDING WITH CONSTRUCTION, OL MPIA, WASHINCTON 98504-7060 EXISTING UTILITY NOTE UPON COMPLETION OF CONSTRUCTION, ALL MONUMENTS EXISTING UTILITY AND OTHER SUBSURFACE INFORMATION SHOWN ON THESE DISPLACED, REMOVED, OR DESTROYED SHALL BE REPLACED BY DRAWINGS HAS BEEN COMPILED FROM THE BEST INFORMATION AVAILABLE- A REGISTERED LAND SURVEYOR, AT THE COST AND AT THE THIS INFORMATION, HOWEVER, IS NOT GUARANTEED TO BE ACCURATE OR DIRECTION OF THE CONTRACTOR, PURSUANT TO THESE — INCLUDING ELEVATION ALL EXITING REGULATIONS. THE APPROPRIATE FORMS FOR REPLACEMENT OF COMPLETE. CONTRACTOR TO LOCATE ( SAID MONUMENTATION SHALL ALSO BE THE RESPONSIBILITY OF UNDERGROUND UTILITIES PRIOR TO EXCAVATING FOR CONSTRUCTION THE CONTRACTOR. CIVIL SHEET INDEX C1,0 COVER SHEET i;1,1 PROJECT CONDITIONS — CONDITIONS OF APPROVAL (SEPA) DNS C1.2 PROJECT CONDITIONS — (SEPA) DNS (CONT.) GEOTECHNICAL INFORMATION, C1,3 PROJECT CONDITIONS — GEOTECHNICAL INFORMATION (CONT-) C2.0 DEMO PLAN AND NOTES C2A TE O PLAN AND NOTES C2,2 TESL DETAILS C2.3 TESC DETAILS C3.0 GRADING AND DRAINAGE PLAN C3,1 UTILITY PROFILES C3.2 UTILITY PROFILES C3-3 STORM NOTES AND DETAILS C3-4 STORM NOTES AND DETAILS C3.5 STORM NOTES AND DETAILS C4.0 PAVING, HORIZONTAL CONTROL PLAN AND DETAILS q C5-0 COMPOSITE STORMWATER, DRY UTILJTIES, SANITARY SEWER, WATER & FIRE PLAN C5.1 WATER NOTES AND DETAILS r C5-2 WATER NOTES AND DETAILS C5.3 SEWER NOTES AND DETAILS C6.0 OFF —SITE EAST IMPROVEMENTS PLAN AND PROFILE C6-1 OFF —SITE NORTH IMPROVEMENTS PLAN AND PROFILE C6.2 OFF —SITE NORTH IMPROVEMENTS PLAN AND PROFILE AND HANDICAPPED RAMP DETAILS C6-3 OFF —SITE NOTES AND DETAILS C6.4 OFF —SITE SECTIONS, NOTES AND DETAILS S 1,0 SURVEY BOUNDARY & TOPOGRAPHY (REFERENCE ONLY) SV1.1 SURVEY OFFSITE STORM (REFERENCE ONLY) BENCH MARK SEE SHT S1,0 SVI-2 SURVEY DN51TE EXISTING CONDITIONS (REFERENCE ONLY) CITY OF RENTON CONTROL POINT 862 BEING A BRASS DISK Is 5 PARCELTHIS A AND ISPECTRAGPRECTRA�ISON RANGER DATAERSE SURVEY.TRA COLLECTOR�WA�CUS USEDO�TOOPCON MEASURE THE 1 ANGU AR AND DISTANCE RELATIONSHIPS BETWEEN THE CONTROLLING MONUMENTA110N CC) ZONING OLOSURE RATIOS OF THE TRAVERSE MET OR EXCEEDED THOSE SPECIFIED IN WAC 332-130-090, ALL INSTRUMENTS AND EQUIPMENT HAVE BEEN MAINTAINED IN ADJUSTMENT ACCORDING TO MANUFACTURERS' SPECIFICATIONS - SITE BENCHMARK — ` _t_— — ` — — — — — — PARCEL 1. 2423049121 CUT / FILL OUANTITES 4.0 I. 4,00U LU, TUB. FILL. 5,390 CU. YDS. NET: 530 CU. YDS. (FILL) NOTE, THE QUANTITIES ABOVE ARE CALCULATED FROM EXISTING GRADES TO PROPOSED GRADES. STRIPPING, PAVEMENT SECTION, AND SOIL CONDITIONS ARE NOT SEE SHT SVI.0 CFFY OF RENTON CONTROL POINT 862 FND MIC INTX MONSTER RD SW & CAKSDALE AVE SW SITE DM ON 2' DRASS IN CASE ELEV= 2a,33 FT, SITE DETAILS JECT A-TI O N sw VICINITY MAR AGGRESS 601 MONSTER RD SW, RENTON, WA 98055 PARCEL: 242304-9005 ZONING; IM, INDUSTRIAL MEDIUM GROSS SITE AREA: 418,876 S.F. (9.62 ACRES) IMPREVIOUS SURFACE AREAS. EXISTING 257,515 S.F. PROPOSED 325,136 S-F- PROJECT DISTURBANCE AREA: 397,952 S.F. 9,14 ACRES) NPDES PERMIT NO.; WAR306628 LEGAL DESCRIPTION LOT RB—L° OF THE SID ELAND f JEFFERSC.N SMURFIT LOT LINE ADJUSTMENT NO. LUA-98-143—LLA OF THE CITY OF RENTON, AS RECORDED UNDER RECORDING NUMBER 9812309028. RECORDS OF KING COUNTY AUDITOR; EXCEPT THAT PDRTION, IF ANY, CONVEYED TO THE CITY OF RENTON FOR DAKESDALE BY DEED RECQRDED UNDER RECORDING NUMBER 8706091481 SITUATE IN THE CITY OF RENTON, COUNTY OF KING, STATE OF WASHINGTON. DEVELOPER PROLOGIS JUSTIN KIRK CONSTRUCTION & DEVELOPMENT MANAGER 12720 GATEWAY DR., SUITE 110 TU K ILA, WA 98168 PH 2O6-414-7625 SURVEYOR BLR HAUSEN CONSULTING ENGINEERS, INC R,L,HILLEBRAND, PLS 182'15 72ND AVENUE SOUTH K EN T, VVA 98032 PH 425-251-6222 FAX 425-251-8782 CIVIL ENGINEER INNOVA ARCHITECTS STEVE NELSON, PE 950 PACIFIC AVENUE, SUITE 450 TACOMA, YEA 98402 PH 253-572-4903 FAX 253-572-4919 GEOTECHNICAL ENGINEER ACCOUNTED FOR. THE GRADING QUANTITIES TERRA ASSOCIATES. INC. ARE FOR PERMITTING PURPOSES ONLY. THEODORE J. SCHEPPER, PE 12220 113TH AVE NE, SUITE 130 KIR LAND, A 98034 RECORD DRAWING PH —21 77777 ATOP A 5 DIA. CONCRETE MONUMENT 0.5 BELOW THE RIM OF A SURVEYORS NOTESSEE HT SV1.0 03-15-2021 SURVEYORS 7 UTILITIES L-1 LANDSCAPE PLAN (NW) MONUMENT CASE AT THE INTERSECTION OF OA DALE AVE S & NO RECORD INFORMATION L-2 LANDSCAPE PLAN (NE) MONSTER RD. 5 . HAVING A RECORD ELEVATION OF 28,33 FT. THE MEASUREMENTS ARE IN U-5. SURVEY FEET. SHOWN ON THIS SHEET. WATER — CITY OF RENTON VERTICAL DATUMSEE SHT S 1 1' MINOR CONTOURS AND 5' MAJOR CONTOURS, L-3 LANDSCAPE PLAN (541+ .0 SEWER — CITY OF RENTON L-4 LANDSCAPE PLAN (SE) NORTH AMERICAN VERTICAL DATUM OF 1988 — NAVD 88 CITY OF RENTON 1. UNDERGROUND UTILITIES AND FEATURES DEPICTED HEREON ARE BASED ON STORM — CITY OF RENTON L-5 LANDSCAPE PLANT SCHEDULE & NOTES CONTROL POINT B62 BEING A 2 �` BRASS DISK ATDP A 5° DIA. CONCRETE FIELD OBSERVATION, MARKINGS, DEVELOPMENT PLANS, AND/OR AVAILABLE TELEPHONE L-6 LANDSCAPE PLANTING DETAILS MONUMENT O 5' BELOW THE RIM OF A MONUMENT CASE AT THE INTERSECTION RECORD DOCUMENTS ONLY- THE TRUE LOCATION, NATURE AND/OR EXISTENCE hi Ao rl�l oxa $O� *01D rAL ;�Fel REUSE OF DOCUMENTS A0CCTA MKi SM WAC M-23-07C AND U WIER 19.34 WNWANIC ar TWS WL MAJDA f THE T, 4w OrwKArpm me gpNAK THE MM AND DEWS i40MF TlD MGF AS M *aMPAPaT OF THE PRWOVI q WMCF, IS THE PROPER rf tF DWYA ,IdIC}99M AM 6 MDT TO K UW1. IN *0_f 00 R WATT. FOR MY GTPV }MIUT WffiU9' wkrrEr1 ArDwErAtIN up Rf&M k"Tm 1NNOYL architects 950 Pacific Avenue. Suite 450 Tacoma, WA 98402 253- 72-400 I C. 11, PROLOGIS 12720 Gateway Dr., Suite 110 Tukwila, WA 98168 iREG*NAL FERE AUTHORrFY ,r+4 . IR-1 IRRIGATION PLAN (NW) OF OAKDALE AVE SW & MONSTER RD. SW. HAVING A RECORD ELEVATION OF OF BELOW GROUND FEATURES, DETECTED OR UNDETECTED, SHOULD BE CABLE — QWE T CENTURY LINK APPROVED IR-2 IRRIGATION PLAN (NE) 28.33 FT. VERIFIED. POWER — PUGET SOUND ENERGY DPP Il tti , pmp 0 Fl� IFS-3 IRRIGATION PLAN (5W) REFERENCE SURVEY SEE SHT S 1 ,O HORIZONTAL DATUM[ AND GAS — PUGET SOUND ENERGY — IR-4 IRRIGATION PLAN (SE) IR-5 IRRIGATION SCHEDULE, NOTES & DETAILS 1. ALTA SURVEY BY TERRAMARK JOB NO, 20173341 DATED 7/19f2017, BASIS OF BEARING lsls SHT SVI.D IR-6 IRRIGATION DETAILS TR-1 TREE RETENTION REPLACEMENT PLAN (NW) 2 CITY OF RENTON LAND USE ACTION NO. LUA-98-14BLLA KING COUNTY RED. NO. 9312309028 (MAD 83 91) NORTH 17'43'02" WEST BETWEEN THE CITY OF RENTON CITY TR-2 TREE RETENTION / REPLACEMENT PLAN (NE) 3- CITY OF RENTON LOT LINE ADJUSTMENT NO- LUA16-000265, KING COUNTY POINT CONTROL 1881, BEING A 3 �" BRASS DISK STAMPED CITY OF RENTQN TR-3 TREE RETENTION REPLACEMENT PLAN (SW) REC. NO. 20160901900006• BM IN THE TOP OF THE EAST END OF THE CONCRETE FAILING ON THE NORTH TR-4 TREE RETENTION REPLACEMENT PLAN (SE) DATES OF SURVEY SEE SHT S1 SW 15H DF THE INTERSECTIDN T. DC F SW 1BEING SA �OF ,[} TYGE 8�DOA�DALEEAVE. AND RENTON CONTROL POINTEST 1854, TR-5 TREE RETENTION /REPLACEMENT TABLE 2p BRASS DISK WITH A PUNCH MARK ATOP A 4" X 4" CONCRETE MONUMENT FIELD SURVEY BY BARGHAUSEN CONSULTING ENGINEERS, INC. BELOW THE RIM OF A MONUMENT CASE IN THE INTERSECTION OF S 7TH CH-01 CHANNELIZATION CON0.7' UCTED IN 2017. PLAN CTED 0HOWN ST. AND OA DALE AVE. SW CH-02 CHANNELIZATION PLAN ALL MONUMENTS AS FOUND WERE VISITED AT THAT TIME, Know what's below. Call before you dig. CH-03 CHANNELIZATION DETAILS IL-01 ILLUMINATION PLAN IL-02 ILLUMINATION PLAN IL-03 ILLUMINATION DETAILS IL-04 ILLUMINATION DETAILS 1 REMISED PER OrrY COMMENT LETTER DATED 12/21/16 JPE 04102119 MAVVtfM.soyMYUMcA- 1 »=so* Fay Tye re�zowrr� rew i�esl�a i DATUM f % Cl T I/ F RENTON PlanningBuilding/Public works Dept. rY REMISED PER CFFY COMMENTS DATED 05/0.7f 19 JPE 06 03 19 � J. Eovw J.'ten 3 REVISED PER CFFY COMMENTS TO C2.0. C19-0 & C6-2 ,IRE OG/21f1� 4 REVISED PER CFFY COMMENTS TO C6,0 JPE 06/25/19 o wn J. Ewee/J. Hetrs ow ,how „T , yy r WT Ow " SCM1 AaaaAD r REVISED PER CFFY COMMENTS TO NGPA & WALL HEIGHTS JPE 07/23/19 C1 NO, REOSION BY DATE APPR wwftem IN COMPLIANCE WITH CITY OF RENTON STANDARDS WATER UTILITY :01 agafou r 07131/2019 SURFACE WATER UTILITY el jfarah 07/29/2019 DEVELOPMENT ENGINEERING rnaar 0/31/2019 ELITE; PROLOGIS RENTON 9 11/1/18 001 MONSTER ROAD SW FlUDSOOK P,4G� Record Drawing documents 03-15-2021 puxSMiH{ 4. 1.0 �`} COTTER SHEET PLANNING DIVISION APPROVED 071—rxY2019Jding 00 Q A m if, go al z 0 z Lu Ir U) 0 J 0 OL