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Home My WebLink AboutR-383201RM191119 z LL 0 0 EXISTING. CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR OBTAINING PERMITS FROM THE 0 = Z m SUFFACE (NATER STANDARD PLAN NOTES ® T.S. HANDHOLE STREET LIGHT oL;jz Zr m X o m o a T 1. THESE NOTES SHALL APPEAR ON PROJECTS FOR THE SURFACE WATER UTILITY. 2. BEFORE ANY CONSTRUCTION OR DEVELOPMENT ACTIVITY OCCURS, A PRE -CONSTRUCTION MEETING MUST BE HELD BETWEEN THE CITY OF RENTON PLAN REVIEW m �N SECTION AND THE APPLICANT. SIGN MAILBOX ACTIVITY, PURSUANT TO WAC 332-120. APPLICATIONS MUST BE COMPLETED BY A 3. ALL DESIGN AND CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE RENTON MUNICIPAL CODE (RMC), THE LATEST EDITION OF THE STANDARD SPECIFICATIONS CL FOR ROAD, BRIDGE AND MUNICIPAL CONSTRUCTION PREPARED BY WSDOT AND THE AMERICAN PUBLIC WORKS ASSOCIATION (APWA), AS AMENDED BY THE CITY OF Q. RENTON PUBLIC WORKS DEPARTMENT. IT SHALL BE THE SOLE RESPONSIBILITY OF THE APPLICANT AND THE PROFESSIONAL CML ENGINEER TO CORRECT ANY QERROR, OMISSION OR VARIATION FROM THE ABOVE REQUIREMENTS FOUND IN THIS PLANS. ALL CORRECTIONS SHALL BE AT NO ADDITIONAL COST TO THE CITY. CONIFER TREE Q 23.2 /- 4. APPROVAL OF THIS ROAD, GRADING, PARKING AND DRAINAGE PLAN DOES NOT CONSTITUTE AN APPROVAL OF ANY OTHER CONSTRUCTION (E.G. DOMESTIC WATER �- J CONVEYANCE, SEWER CONVEYANCE, GAS, ELECTRICAL. ETC.)THE SURFACE WATER DRAINAGE SYSTEM SHALL BE CONSTRUCTED ACCORDING TO THE APPROVED PLANS, WHICH ARE ON FILE IN WITH THE CITY. ANY DEVIATION FROM THE APPROVED PLANS WILL REQUIRE WRITTEN APPROVAL FROM THE CITY OF RENTON PUBLIC WORKS O DEPARTMENT, SURFACE WATER UTILITY SECTION. ! � W o 5. A COPY OF THESE APPROVED PLANS MUST BE ON THE JOB SITE WHENEVER CONSTRUCTION IS IN PROGRESS. RESOURCES, OR BY CONTACTING THEIR OFFICE BY TELEPHONE AT (206) 902-1190. .... W o 6. GRADING ACTIVITIES (SITE ALTERATION) ARE LIMITED TO THE HOURS OF 7 A.M. TO 7 P.M. MONDAY THROUGH SATURDAY AND NO WORK ON SUNDAY IS U) ALLOWED, UNLESS OTHERWISE APPROVED WITH A WRITTEN DECISION BY THE CITY OF RENTON. U Q POWER TRANSFORMER Q U) 7. IT SHALL BE THE APPLICANT'S/CONTRACTOR'S RESPONSIBILITY TO OBTAIN ALL CONSTRUCTION EASEMENTS NECESSARY BEFORE INITIATING OFF-SITE WORK. © QT POWER/TELEPHONE VAULT EASEMENTS REQUIRE CITY REVIEW AND APPROVAL PRIOR TO CONSTRUCTION. Q 8. FRANCHISED UTILITIES OR OTHER INSTALLATIONS THAT ARE NOT SHOWN ON THESE APPROVED PLANS SHALL NOT BE CONSTRUCTED UNLESS AN APPROVED SET PLANS THAT LO 3 W OF MEET ALL REQUIREMENTS OF CHAPTER 4 OF THE SURFACE WATER DESIGN MANUAL ARE SUBMITTED TO THE CITY OF RENTON. LO 9. DATUM SHALL BE NAVD 88 UNLESS OTHERWISE APPROVED BY THE CITY OF RENTON. REFERENCE BENCHMARK AND ELEVATIONS ARE NOTED ON THE PLANS. o Z W 10. ANY DEWATERING SYSTEM NECESSARY FOR THE CONSTRUCTION OF STORMWATER FACILITIES MUST BE SUBMITTED TO THE CITY FOR REVIEW AND APPROVAL. w o ^ 11. ALL UTILITY TRENCHES AND ROADWAY SUBGRADE SHALL BE BACKFILLED AND COMPACTED TO 95 PERCENT DENSITY, STANDARD PROCTOR. 12. OPEN CUTTING OF EXISTING ROADWAYS FOR NON -FRANCHISED UTILITY OR STORM DRAINAGE WORK IS NOT ALLOWED UNLESS SPECIFICALLY APPROVED BY THE (n Z CITY OF RENTON AND NOTED ON THESE APPROVED PLANS. ANY OPEN CUT SHALL BE RESTORED IN ACCORDANCE WITH THE CITY OF RENTON TRENCH RESTORATION W STANDARDS. O13. ALL SEDIMENTATION EROSION FACILITIES MUST BE IN OPERATION PRIOR TO CLEARING AND BUILDING CONSTRUCTION AND THEY MUST BE SATISFACTORILY OLYMPIA, WASHINGTON 98504-7060 MAINTAINED UNTIL CONSTRUCTION IS COMPLETED AND THE POTENTIAL FOR ON-SITE EROSION HAS PASSED. 14. ALL RETENTION/DETENTION FACILITIES MUST BE IN STALLED AND IN OPERATION PRIOR TO OR IN CONJUNCTION WITH ALL CONSTRUCTION ACTIVITY UNLESS U OTHERWISE APPROVED BY THE PUBLIC WORKS DEPARTMENT, SURFACE WATER UTILITY SECTION. 00 QD V) = 15.ALL PIPE AND APPURTENANCES SHALL BE LAID ON A PROPERLY PREPARED FOUNDATION IN ACCORDANCE WITH THE CURRENT STATE OF WASHINGTON STANDARD SUBDIVISION LINES SPECIFICATION FOR ROAD AND BRIDGE CONSTRUCTION. THIS SHALL INCLUDE NECESSARY LEVELING OF THE TRENCH BOTTOM OR THE TOP OF THE FOUNDATION MATERIAL, AS WELL AS PLACEMENT AND COMPACTION OF REQUIRED BEDDING MATERIAL, TO UNIFORM GRADE SO THAT THE ENTIRE LENGTH OF THE PIPE WILL BE "C", DESTROYED SHALL BE REPLACED BY A REGISTERED LAND SURVEYOR, AT THE COST AND W WATER LINE SS SANITARY SEWER LINE SUPPORTED ON A UNIFORMLY DENSE, UNYIELDING BASE. ALL PIPE BEDDING SHALL BE APWA CLASS WITH THE EXCEPTION OF PVC PIPE. CL 16. STEEL PIPE SHALL BE ALUMINIZED, OR GALVANIZED WITH ASPHALT TREATMENT 11 OR BETTER INSIDE AND OUTSIDE. V) AT THE DIRECTION OF THE CONTRACTOR, PURSUANT TO THESE REGULATIONS. THE ..... - `.... _ ........ W _y a p 17. ALL DRAINAGE STRUCTURES, SUCH AS CATCH BASINS AND MANHOLES SHALL HAVE SOLID LOCKING LIDS. ALL DRAINAGE STRUCTURES ASSOCIATED WITH A PERMANENT RETENTION/DETENTION FACILITY SHALL HAVE SOLID LOCKING LIDS. U U APPROPRIATE FORMS FOR REPLACEMENT OF SAID MQNUMENTATION SHALL ALSO BE THE 18. BUILDING AND OTHER STRUCTURES SHALL BE PLACED IN ACCORDANCE WITH TABLE 4.1 EASEMENT WIDTHS AND BUILDING SETBACKS LINES. W :3 19. ALL CATCH BASIN GRATES SHALL BE DEPRESSED 0.10 FEET BELOW PAVEMENT LEVEL. cr 20. ALL DRIVEWAY CULVERTS LOCATED WITHIN CITY OF RENTON RIGHT-OF-WAY SHALL BE OF SUFFICIENT LENGTH TO PROVIDE A MINIMUM 3:1 SLOPE FROM THE o CHAIN LINK FENCE c" EDGE OF THE DRIVEWAY TO THE BOTTOM OF THE DITCH. ROCK FOR EROSION PROTECTION OF ROADSIDE DITCHES, WHERE REQUIRED, SHALL BE OF SOUND 0. QUARRY ROCK PLACED TO A DEPTH OF ONE (1) FOOT AND MUST MEET THE FOLLOWING SPECIFICATIONS: 1 4 - 8 INCH ROCK / 40 - 70% PASSING; cn 2 - 4 INCH ROCK / 30 - 40% PASSING; AND o rn LESS THAN 2 INCH ROCK / 10 - 2096 PASSING. a •c 21. ALL BUILDING DOWNSPOUTS AND FOOTING DRAINS SHALL BE CONNECTED TO THE STORM DRAINAGE SYSTEM, UNLESS APPROVED BY THE CITY PLAN REVIEWER 'V'� c OR SURFACE WATER UTILITY SECTION. AN ACCURATELY DIMENSIONED, CERTIFIED AS -BUILT DRAWING OF THIS DRAINAGE SYSTEM WILL BE SUBMITTED TO THE CITY --�jo a UPON COMPLETION. CALL 2 WORKI'" DAYS 22. DRAINAGE OUTLETS (STUB -OUTS) SHALL BE PROVIDED FOR EACH INDIVIDUAL LOT, EXCEPT FOR THOSE LOTS APPROVED FOR INFILTRATION BY THE CITY. STUB -OUTS SHALL CONFORM TO THE FOLLOWING: ci Q Go A. EACH OUTLET SHALL BE SUITABLY LOCATED AT THE LOWEST ELEVATION ON THE LOT, SO AS TO SERVICE ALL FUTURE ROOF DOWNSPOUTS AND FOOTING o QDRAINS, DRIVEWAYS, YARD DRAINS, AND ANY OTHER SURFACE OR SUBSURFACE DRAINS NECESSARY TO RENDER THE LOTS SUITABLE FOR THEIR INTENDED USE. Z EACH OUTLET SHALL HAVE FREE-FLOWING, POSITIVE DRAINAGE TO AN APPROVED STORMWATER CONVEYANCE SYSTEM OR TO AN APPROVED OUTFALL LOCATION. J Q Lc � YOU CNG" jjo B. OUTLETS ON EACH LOT SHALL BE LOCATED WITH A FIVE -FOOT -HIGH, 2" X 4" STAKE MARKED "STORM" OR "DRAIN". THE STUB -OUT SHALL EXTEND 'Ir 0 ABOVE SURFACE LEVEL, BE VISIBLE, AND BE SECURED TO THE STAKE. Q J C. PIPE MATERIAL SHALL CONFORM TO UNDERDRAIN SPECIFICATIONS DESCRIBED IN CHAPTER 4 OF THE SURFACE WATER DESIGN MANUAL AND, IF N NON-METALLIC, THE PIPE SHALL BE PLACED IN A TRENCH WITH A TRACING WIRE ABOVE OR OTHER ACCEPTABLE DETECTION. W Z Z D. PRIVATE DRAINAGE EASEMENTS ARE REQUIRED FOR DRAINAGE SYSTEMS DESIGNED TO CONVEY FLOWS THROUGH INDIVIDUAL LOTS. Z zZ -1 0 0 E. THE APPLICANT/CONTRACTOR IS RESPONSIBLE FOR COORDINATING THE LOCATIONS OF ALL STUB -OUT CONVEYANCE LINES WITH RESPECT TO OTHER Z0 W , 0 a z a UTILITIES (E.G. POWER, GAS, TELEPHONE, TELEVISION). - N F. ALL INDIVIDUAL STUB -OUTS SHALL BE PRIVATELY OWNED AND MAINTAINED BY THE LOT HOME OWNER. J G. STORM DRAINAGE PIPE SYSTEMS SHALL NOT PENETRATE BUILDING FOUNDATIONS, EXCEPT FOR SUMP PUMP DISCHARGE LINES USED TO DRAIN CRAWL SPACES, PROVIDED THE SUMP PUMP SYSTEM INCLUDES BACKFLOW PREVENTION OR A CHECK VALVE. 23. ALL DISTURBED PERVIOUS AREAS (COMPACTED, GRADED, LANDSCAPED, ETC.) OF THE DEVELOPMENT SITE MUST DEMONSTRATE ONE OF THE FOLLOWING: THE EXISTING DUFF LAYER SHALL BE STAGED AND REDISTRIBUTED TO MAINTAIN THE MOISTURE CAPACITY OF THE SOIL, OR; AMENDED SOIL SHALL BE ADDED TO MAINTAIN THE MOISTURE CAPACITY. V) N a 24. PROOF OF LIABILITY INSURANCE SHALL BE SUBMITTED TO THE CITY PRIOR TO CONSTRUCTION PERMIT ISSUANCE. m in U U 0 25. ISSUANCE OF THE BUILDING OR CONSTRUCTION PERMITS BY THE CITY OF RENTON DOES NOT RELIEVE THE OWNER OF THE CONTINUING LEGAL OBLIGATION 3 �e ui AND/OR LIABILITY CONNECTED WITH STORM SURFACE WATER DISPOSITION. FURTHER, THE CITY OF RENTON DOES NOT ACCEPT ANY OBLIGATION FOR THE PROPER Dz o CL FUNCTIONING AND MAINTENANCE OF THE SYSTEM PROVIDED DURING CONSTRUCTION. 26. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING ADEQUATE SAFEGUARD, SAFETY DEVICES, PROTECTIVE EQUIPMENT, FLAGGERS, AND ANY OTHER CL a NEEDED ACTIONS TO PROTECT THE LIFE, HEALTH, AND SAFETY OF THE PUBLIC, AND TO PROTECT PROPERTY IN CONNECTION WITH THE PERFORMANCE OF WORK. U U ANY WORK WITHIN THE TRAVELED RIGHT-OF-WAY THAT MAY INTERRUPT NORMAL TRAFFIC FLOW SHALL REQUIRE A TRAFFIC CONTROL PLAN APPROVE BY THE PUBLIC WORKS DEPARTMENT, TRANSPORTATION SYSTEMS DIVISION. ALL SECTIONS OF THE WSDOT STANDARD SPECIFICATIONS 1-07-23 TRAFFIC CONTROL SHALL APPLY. Lo in N rn ui Q 27. PROJECT LOCATED WITHIN THE AQUIFER PROTECTION AREA (APA) SHALL COMPLY WITH SPECIAL REQUIREMENT #6 OF THE SURFACE WATER DESIGN MANUAL o AND AQUIFER PROTECTION REGULATIONS (RMC 4-3-050). Ln It RM191119 COVER SHEET HARPER ENG9NEERING PARKING LOT ADDITION ✓' � � � y 3W 1/4 SECTION 18, TWP. 23 N., HCS. 5 E., W.M. J SOUTH 8702'36" WEST, AS MEASURED BETWEEN CITY OF RENTON SURVEY CONTROL POINTS 754 AND 1854. L.EGA. (PER OLD REPUBLIC TITLE, LTD. ORDER NO. 0790004782, DATED JULY 26, 2013) PARCELL, A: A PARCEL LOCATED IN THE SOUTHWEST OUARTER OF THE SOUTHWEST QUARTER OF SECTION 18, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M., IN KING COUNTY, WASHINGTON, LYING SOUTH OF A LINE 50 FEET SOUTH OF THE CENTERLINE OF THE BURLINGTON NORHTERN COMPANY'S MAIN LINE TRACT AND LYING NORTH OF THE FOLLOWING LINE: COMMENCING AT THE SOUTHWEST CORNER OF SAID SECTION 18; THENCE SOUTH 89'10'18" EAST ALONG THE SOUTH LINE OF SAID SECTION 18, A DISTANCE OF 275,74 FEET TO THE SOUTHERLY PROJECTION OF THE WEST LINE OF A PARCEL DEEDED TO GEORGE A. HORMEL AND COMPANY BY DEED RECORDED UNDER KING COUNTY RECORDING NO. 7305240389; THENCE NORTH 0.49'42" EAST ALONG SAID SOUTHERLY PROJECTION 40.00 FEET TO THE SOUTHWEST CORNER OF SAID HORMEL PARCEL, SAID POINT BEING ON THE NORTH MARGIN OF THE SOUTHWEST SEVENTH STREET; THENCE CONTINUING NORTH 0'49'42" EAST ALONG THE WEST LINE OF SAID PARCEL 464.54 FEET TO A POINT ON A 363.06 FOOT RADIUS CURVE CONCAVE TO THE SOUTHEAST, A RADIAL AT SAID POINT BEARING SOUTH 15'37'21 " EAST; THENCE EASTERLY ALONG SAID CURVE AN ARC DISTANCE OF 201.19 FEET TO BEGINNING OF CURVE OPPOSITE CENTERLINE STATION 1+28.2. A RADIAL TO SAID POINT BEARING SOUTH 16'07'42" WEST 363.06 FEET; THENCE 40 FEET NORTHEASTERLY MEASURED ALONG SAID LINE RADIALLY TO THE BEGINNING OF SAID DESCRIBED LINE; THENCE WESTERLY AND SOUTHWESTERLY ALONG A 403.06 RADIUS CURVE CONCAVE TO THE SOUTHEAST A DISTANCE OF 342 FEET TO A POINT OPPOSITE A NUMBER 7 TURNOUT TO THE RIGHT OPPOSITE CENTERLINE HEADBLOCK STATION 4+70.2=0+00; THENCE CONTINUING PARALLEL TO AND 20 FEET NORTHERLY ALONG SAID NUMBER 7 TURNOUT TO A POINT 20 FEET DISTANCE AND OPPOSITE A 16' CURVE TO THE RIGHT AND TERMINATING AT THE WESTERLY LINE OF SAID SECTION 18; EXCEPT THAT PORTION LYING NORTH OF THE NORTH LINE OF THE SOUTH 650 FEET OF SAID SOUTHWEST QUARTER OF THE SOUTHWEST QUARTER OF SECTION 18. SITUATE IN THE COUNTY OF KING, STATE OF WASHINGTON. VMICAL DA1M NAVD 88 RENTON SURVEY CONTROL POINT 754, BEIM A FOUND CONCRETE MONUMENT IN CASE W/ 1 3/4" BRASS DISC AT SW 7TH ST. & SENECA AVE. SW VISITED ON 7/9/13 ELEV.-22.31 US FEET (NAVD 88) ETES OF SW -. FIELD SURVEY BY BARGHAUSEN CONSULTING ENGINEERS, INC. CONDUCTED IN JULY, 2013. ALL MONUMENTS SHOWN AS FOUND WERE VISITED AT THAT TIME. TAX ACOOM MUM A.P.N. 182305-9036 AFEA: 44,491 SOYT. IN I 1. R.O.S., BK. 25, PG. 242, REC. NO. 8011079004 2. R.O.S., VOL. 123, PG. 243, REC. NO. 9808199006 3. R.O.S., VOL. 145, PG. 220, REC. NO. 20010615900002 NAW A FIELD TRAVERSE USING A SPECTRA FOCUS AND A TOPCON GR -5 SUPPLEMENTED WITH FIELD NOTES, WAS PERFORMED, ESTABLISHNG THE ANGULAR, DISTANCE AND VERTICAL RELATIONSHIPS BETWEEN THE MONUMENTS, PROPERTY LINES AND IMPROVEMENTS. THE RESULTING DATA MEETS OR EXCEEDS THE STANDARDS FOR LAND BOUNDARY SURVEYS AS SET FORTH IN WAC 332-130-090. SMVEYOn NOIRE= A PORTION OF THIS SITE FALLS WITHIN THE 100 YEAR FLOOD PLAIN AS SHOWN ON THE KING COUNTY ASSESSOR'S MAP AND THE FLOOD INSURANCE RATE MAP PUBLISHED BY FEMA. NOTES 1. THE PROJECT SHALL BE REQUIRED TO FOLLOW THE RECOMMENDATIONS OF THE "GEOTECHNICAL ENGINEERING DESIGN STUDY, HARPER ENGINEERING BUILDING," BY HART CROWSER, DATED JULY 18, 2007. 2. SHOULD EVIDENCE OF A HISTORIC SITE BE FOUND DURING SITE DEVELOPMENT, WORK SHALL BE STOPPED AND THE APPLICANT REQUIRED TO SUBMIT AN ARCHAEOLOGICAL RESOURCE SURVEY OF THE SITE. THIS SURVEY SHALL CONFORM TO THE REQUIREMENTS AND STANDARDS OF THE WASHINGTON STATE OFFICE OF ARCHAEOLOGY AND HISTORIC PRESERVATION AND MUST BE CONDUCTED UNDER THE ON-SITE SUPERVISION OF A STATE -APPROVED ARCHAEOLOGIST. WORK SHALL RECOMMENCE WHEN APPROVAL IS RECEIVED FROM THE OFFICE OF ARCHAEOLOGY AND HISTORIC PRESERVATION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION. DIMENSION, AND DEPTH OF ALL EXISTING UTILITIES WHETHER SHOWN ON THESE PLANS OR NOT BY POTHOLING THE UTILITIES AND SURVEYING THE HORIZONTAL AND VERTICAL LOCATION PRIOR TO CONSTRUCTION. THIS SHALL INCLUDE CALLING UTILITY LOCATE Q 811 AND THEN POTHOLING ALL OF THE EXISTING UTILITIES AT LOCATIONS OF NEW UTILITY CROSSINGS TO PHYSICALLY VERIFY WHETHER OR NOT CONFLICTS EXIST. LOCATIONS OF SAID UTILITIES AS SHOWN ON THESE PLANS ARE BASED UPON THE UNVERIFIED PUBLIC INFORMATION AND ARE SUBJECT TO VARIATION. IF CONFLICTS SHOULD OCCUR, THE CONTRACTOR SHALL CONSULT BARGHAUSEN CONSULTING ENGINEERS, INC. TO RESOLVE ALL PROBLEMS PRIOR TO PROCEEDING WITH CONSTRUCTION. OWNER HARPER ENGINEERING 700 SW 7TH STREET RENTON, WA 98057 CITY OF RENTON 1055 S. GRADY WAY RENTON, WA 98057 (425)430-6852 I • i�li1 PUGET SOUND ENERGY 10885 N.E. 4TH ST BELLEVUE, WA 98004 1-888-225-5773 .r. CQ% FMTION SEQU�E VCE= �. PRE -CONSTRUCTION MEETING. 2. POST SIGN WITH NAME AND PHONE NUMBER OF ESC SUPERVISOR (MAY BE CONSOLIDATED WITH THE REQUIRED NOTICE OF CONSTRUCTION SIGN). 3. FLAG OR FENCE CLEARING LIMITS. 4. INSTALL CATCH BASIN PROTECTION IF REQUIRED. 5. GRADE AND INSTALL CONSTRUCTION ENTRANCE(S). 6. INSTALL PERIMETER PROTECTION (SILT FENCE, BRUSH BARRIER, ETC.). 7. CONSTRUCT SEDIMENT PONDS AND TRAPS. 8. GRADE AND STABILIZE CONSTRUCTION ROADS. 9. CONSTRUCT SURFACE WATER CONTROLS (INTERCEPTOR DIKES, PIPE SLOPE DRAINS, ETC.) SIMULTANEOUSLY WITH CLEARING AND GRADING FOR PROJECT DEVELOPMENT. 10. MAINTAIN EROSION CONTROL MEASURES IN ACCORDANCE WITH APPENDIX D OF THE SURFACE WATER DESIGN MANUAL AND MANUFACTURER'S RECOMMENDATIONS. 11. RELOCATE EROSION CONTROL MEASURES OR INSTALL NEW MEASURES SO THAT AS SITE CONDITIONS CHANGE THE EROSION AND SEDIMENT CONTROL IS ALWAYS IN ACCORDANCE WITH THE C17Y'SEROSION AND SEDIMENT CONTROL STANDARDS. 12. COVER ALL AREAS THAT WILL BE UNWORKED FOR MORE THAN SEVEN DAYS DURING THE DRY SEASON OR TWO DAYS DURING THE WET SEASON WITH STRAW, WOOD FIBER MULCH, COMPOST, PLASTIC SHEETING OR EQUIVALENT. 13. STABILIZE ALL AREAS THAT REACH FINAL GRADE WITHIN SEVEN DAYS. 14. SEED OR SOD ANY AREAS TO REMAIN UNWORKED FOR MORE THAN 30 DAYS. 15. UPON COMPLETION OF THE PROJECT, ALL DISTURBED AREAS MUST BE STABILIZED AND BMPS REMOVED IF APPROPRIATE. 1. A FENCING AND SIGNAGE DETAIL AROUND THE CATEGORY 3 WETLAND BUFFER SHALL BE SUBMITTED TO THE CURRENT PLANNING PROJECT MANAGER FOR REVIEW AND APPROVAL PRIOR TO THE ISSUANCE OF THE CONSTRUCTION PERMIT. 2. A REVISED SITE PLAN THAT SHOWS COMPLIANCE WITH THE BICYCLE REQUIREMENTS OUTLINED IN RMC 4-4-080F.11 SHALL BE SUBMITTED FOR REVIEW AND APPROVAL BY THE CURRENT PLANNING PROJECT MANAGER PRIOR TO CONSTRUCTION PERMIT APPROVAL. 3. AN ANALYSIS OF EMPLOYEE TRIP IMPACTS ON TRAFFIC IN AM AS WELL AS PM SHALL BE SUBMITTED AT THE TIME OF CONSTRUCTION PERMIT REVIEW TO THE CITY'S PLAN REVIEWER FOR REVIEW AND APPROVAL. BARGHAUSEN CONSULTING ENGINEERS, INC. 18215 72ND AVENUE SOUTH KENT, WA. 98032 (425) 251-6222 CONTACT: COSTA PHILIPPIDES (ENGINEERING) CONTACT: DENNIS SALTYS (SURVEY) ARCHITECT CRAFT ARCHITECTS, PLLC. 2505 THIRD AVENUE, SUITE 324 SEATTLE, WA 98121 (206) 720-7001 CONTACT: BILL ARENS N C)MPLJANCE WITH CITY Cr- FENTON STMDAFS By By Dote &A11A500" By Dote By Dote VICHTY MAP m cm NDEx: Cl COVER SHEET C2 TESC PLAN C3 GRADING/PAVING PLAN C4 EXISTING CONDITIONS C5 CONSTRUCTION NOTES AND DETAILS L1 LANDSCAPE PLANTING PLAN L2 LANDSCAPE PLANTING NOTES AND DETAILS L3 LANDSCAPE IRRIGATION PLAN L4 LANDSCAPE IRRIGATION NOTES AND DETAILS TOTAL SITE AREA: 44,491 SQ.FT. EXISTING IMPERVIOUS AREA: 0 SQ.FT. PROPOSED PERVIOUS ASPHALT AREA: 23,800 SQ.FT. ..-- ,n .. .--,b..---• ...DIY,__ a ,r.� .,,,,.____..._. ..:,. LEGEND: z EXISTING. CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR OBTAINING PERMITS FROM THE PROPOSED R� 0 a� Z m c' ® T.S. HANDHOLE STREET LIGHT 4�6 WASHINGTON STATE DEPARTMENT OF NATURAL RESOURCES FOR REMOVING AND m X SPOT ELEVATION PROPOSED STORM DRAINAGE LINE O REPLACING ALL SURVEY MONUMENTATION THAT MAY BE AFFECTED BY CONSTRUCTION m �N -& HYDRANT n ® WATER METER o SIGN MAILBOX ACTIVITY, PURSUANT TO WAC 332-120. APPLICATIONS MUST BE COMPLETED BY A m 000 O © MANHOLES (SS/SD) ROCKERY REGISTERED LAND SURVEYOR. APPLICATIONS FOR PERMITS TO REMOVE MONUMENTS 0 CB CONIFER TREE PROPOSED SPOT ELEVATIONS 23.2 /- MAY BE OBTAINED FROM THE WASHINGTON STATE DEPARTMENT OF NATURAL ! E- GUY ANCHOR DECID. TREE RESOURCES, OR BY CONTACTING THEIR OFFICE BY TELEPHONE AT (206) 902-1190. Q POWER TRANSFORMER WASHINGTON STATE DEPARTMENT OF NATURAL RESOURCES © QT POWER/TELEPHONE VAULT FOUND CASED MONUMENT PUBLIC LAND SURVEY OFFICE SET 5/8" IRON REBAR W/ BLUE PLASTIC PROPOSED ASPHALT O D4 GAS VALVE O 1111 WASHINGTON STREET S.E. z (n P.O. BOX 47060 CENTER LINES w OLYMPIA, WASHINGTON 98504-7060 00 RIGHT-OF-WAY LINES UPON COMPLETION OF CONSTRUCTION, ALL MONUMENTS DISPLACED, REMOVED, OR SUBDIVISION LINES EXISTING ASPHALT DESTROYED SHALL BE REPLACED BY A REGISTERED LAND SURVEYOR, AT THE COST AND W WATER LINE SS SANITARY SEWER LINE AT THE DIRECTION OF THE CONTRACTOR, PURSUANT TO THESE REGULATIONS. THE ..... - `.... _ ........ U U APPROPRIATE FORMS FOR REPLACEMENT OF SAID MQNUMENTATION SHALL ALSO BE THE UGT UNDERGROUND TELEPHONE LINES m cr RESPONSIBILITY OF THE CONTRACTOR. o CHAIN LINK FENCE 0. a x WIRE FENCE o WOOD FENCE --�jo CALL 2 WORKI'" DAYS ejo w � YOU CNG" Q J N Z O11 COVER SHEET HARPER ENG9NEERING PARKING LOT ADDITION ✓' � � � y 3W 1/4 SECTION 18, TWP. 23 N., HCS. 5 E., W.M. J SOUTH 8702'36" WEST, AS MEASURED BETWEEN CITY OF RENTON SURVEY CONTROL POINTS 754 AND 1854. L.EGA. (PER OLD REPUBLIC TITLE, LTD. ORDER NO. 0790004782, DATED JULY 26, 2013) PARCELL, A: A PARCEL LOCATED IN THE SOUTHWEST OUARTER OF THE SOUTHWEST QUARTER OF SECTION 18, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M., IN KING COUNTY, WASHINGTON, LYING SOUTH OF A LINE 50 FEET SOUTH OF THE CENTERLINE OF THE BURLINGTON NORHTERN COMPANY'S MAIN LINE TRACT AND LYING NORTH OF THE FOLLOWING LINE: COMMENCING AT THE SOUTHWEST CORNER OF SAID SECTION 18; THENCE SOUTH 89'10'18" EAST ALONG THE SOUTH LINE OF SAID SECTION 18, A DISTANCE OF 275,74 FEET TO THE SOUTHERLY PROJECTION OF THE WEST LINE OF A PARCEL DEEDED TO GEORGE A. HORMEL AND COMPANY BY DEED RECORDED UNDER KING COUNTY RECORDING NO. 7305240389; THENCE NORTH 0.49'42" EAST ALONG SAID SOUTHERLY PROJECTION 40.00 FEET TO THE SOUTHWEST CORNER OF SAID HORMEL PARCEL, SAID POINT BEING ON THE NORTH MARGIN OF THE SOUTHWEST SEVENTH STREET; THENCE CONTINUING NORTH 0'49'42" EAST ALONG THE WEST LINE OF SAID PARCEL 464.54 FEET TO A POINT ON A 363.06 FOOT RADIUS CURVE CONCAVE TO THE SOUTHEAST, A RADIAL AT SAID POINT BEARING SOUTH 15'37'21 " EAST; THENCE EASTERLY ALONG SAID CURVE AN ARC DISTANCE OF 201.19 FEET TO BEGINNING OF CURVE OPPOSITE CENTERLINE STATION 1+28.2. A RADIAL TO SAID POINT BEARING SOUTH 16'07'42" WEST 363.06 FEET; THENCE 40 FEET NORTHEASTERLY MEASURED ALONG SAID LINE RADIALLY TO THE BEGINNING OF SAID DESCRIBED LINE; THENCE WESTERLY AND SOUTHWESTERLY ALONG A 403.06 RADIUS CURVE CONCAVE TO THE SOUTHEAST A DISTANCE OF 342 FEET TO A POINT OPPOSITE A NUMBER 7 TURNOUT TO THE RIGHT OPPOSITE CENTERLINE HEADBLOCK STATION 4+70.2=0+00; THENCE CONTINUING PARALLEL TO AND 20 FEET NORTHERLY ALONG SAID NUMBER 7 TURNOUT TO A POINT 20 FEET DISTANCE AND OPPOSITE A 16' CURVE TO THE RIGHT AND TERMINATING AT THE WESTERLY LINE OF SAID SECTION 18; EXCEPT THAT PORTION LYING NORTH OF THE NORTH LINE OF THE SOUTH 650 FEET OF SAID SOUTHWEST QUARTER OF THE SOUTHWEST QUARTER OF SECTION 18. SITUATE IN THE COUNTY OF KING, STATE OF WASHINGTON. VMICAL DA1M NAVD 88 RENTON SURVEY CONTROL POINT 754, BEIM A FOUND CONCRETE MONUMENT IN CASE W/ 1 3/4" BRASS DISC AT SW 7TH ST. & SENECA AVE. SW VISITED ON 7/9/13 ELEV.-22.31 US FEET (NAVD 88) ETES OF SW -. FIELD SURVEY BY BARGHAUSEN CONSULTING ENGINEERS, INC. CONDUCTED IN JULY, 2013. ALL MONUMENTS SHOWN AS FOUND WERE VISITED AT THAT TIME. TAX ACOOM MUM A.P.N. 182305-9036 AFEA: 44,491 SOYT. IN I 1. R.O.S., BK. 25, PG. 242, REC. NO. 8011079004 2. R.O.S., VOL. 123, PG. 243, REC. NO. 9808199006 3. R.O.S., VOL. 145, PG. 220, REC. NO. 20010615900002 NAW A FIELD TRAVERSE USING A SPECTRA FOCUS AND A TOPCON GR -5 SUPPLEMENTED WITH FIELD NOTES, WAS PERFORMED, ESTABLISHNG THE ANGULAR, DISTANCE AND VERTICAL RELATIONSHIPS BETWEEN THE MONUMENTS, PROPERTY LINES AND IMPROVEMENTS. THE RESULTING DATA MEETS OR EXCEEDS THE STANDARDS FOR LAND BOUNDARY SURVEYS AS SET FORTH IN WAC 332-130-090. SMVEYOn NOIRE= A PORTION OF THIS SITE FALLS WITHIN THE 100 YEAR FLOOD PLAIN AS SHOWN ON THE KING COUNTY ASSESSOR'S MAP AND THE FLOOD INSURANCE RATE MAP PUBLISHED BY FEMA. NOTES 1. THE PROJECT SHALL BE REQUIRED TO FOLLOW THE RECOMMENDATIONS OF THE "GEOTECHNICAL ENGINEERING DESIGN STUDY, HARPER ENGINEERING BUILDING," BY HART CROWSER, DATED JULY 18, 2007. 2. SHOULD EVIDENCE OF A HISTORIC SITE BE FOUND DURING SITE DEVELOPMENT, WORK SHALL BE STOPPED AND THE APPLICANT REQUIRED TO SUBMIT AN ARCHAEOLOGICAL RESOURCE SURVEY OF THE SITE. THIS SURVEY SHALL CONFORM TO THE REQUIREMENTS AND STANDARDS OF THE WASHINGTON STATE OFFICE OF ARCHAEOLOGY AND HISTORIC PRESERVATION AND MUST BE CONDUCTED UNDER THE ON-SITE SUPERVISION OF A STATE -APPROVED ARCHAEOLOGIST. WORK SHALL RECOMMENCE WHEN APPROVAL IS RECEIVED FROM THE OFFICE OF ARCHAEOLOGY AND HISTORIC PRESERVATION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION. DIMENSION, AND DEPTH OF ALL EXISTING UTILITIES WHETHER SHOWN ON THESE PLANS OR NOT BY POTHOLING THE UTILITIES AND SURVEYING THE HORIZONTAL AND VERTICAL LOCATION PRIOR TO CONSTRUCTION. THIS SHALL INCLUDE CALLING UTILITY LOCATE Q 811 AND THEN POTHOLING ALL OF THE EXISTING UTILITIES AT LOCATIONS OF NEW UTILITY CROSSINGS TO PHYSICALLY VERIFY WHETHER OR NOT CONFLICTS EXIST. LOCATIONS OF SAID UTILITIES AS SHOWN ON THESE PLANS ARE BASED UPON THE UNVERIFIED PUBLIC INFORMATION AND ARE SUBJECT TO VARIATION. IF CONFLICTS SHOULD OCCUR, THE CONTRACTOR SHALL CONSULT BARGHAUSEN CONSULTING ENGINEERS, INC. TO RESOLVE ALL PROBLEMS PRIOR TO PROCEEDING WITH CONSTRUCTION. OWNER HARPER ENGINEERING 700 SW 7TH STREET RENTON, WA 98057 CITY OF RENTON 1055 S. GRADY WAY RENTON, WA 98057 (425)430-6852 I • i�li1 PUGET SOUND ENERGY 10885 N.E. 4TH ST BELLEVUE, WA 98004 1-888-225-5773 .r. CQ% FMTION SEQU�E VCE= �. PRE -CONSTRUCTION MEETING. 2. POST SIGN WITH NAME AND PHONE NUMBER OF ESC SUPERVISOR (MAY BE CONSOLIDATED WITH THE REQUIRED NOTICE OF CONSTRUCTION SIGN). 3. FLAG OR FENCE CLEARING LIMITS. 4. INSTALL CATCH BASIN PROTECTION IF REQUIRED. 5. GRADE AND INSTALL CONSTRUCTION ENTRANCE(S). 6. INSTALL PERIMETER PROTECTION (SILT FENCE, BRUSH BARRIER, ETC.). 7. CONSTRUCT SEDIMENT PONDS AND TRAPS. 8. GRADE AND STABILIZE CONSTRUCTION ROADS. 9. CONSTRUCT SURFACE WATER CONTROLS (INTERCEPTOR DIKES, PIPE SLOPE DRAINS, ETC.) SIMULTANEOUSLY WITH CLEARING AND GRADING FOR PROJECT DEVELOPMENT. 10. MAINTAIN EROSION CONTROL MEASURES IN ACCORDANCE WITH APPENDIX D OF THE SURFACE WATER DESIGN MANUAL AND MANUFACTURER'S RECOMMENDATIONS. 11. RELOCATE EROSION CONTROL MEASURES OR INSTALL NEW MEASURES SO THAT AS SITE CONDITIONS CHANGE THE EROSION AND SEDIMENT CONTROL IS ALWAYS IN ACCORDANCE WITH THE C17Y'SEROSION AND SEDIMENT CONTROL STANDARDS. 12. COVER ALL AREAS THAT WILL BE UNWORKED FOR MORE THAN SEVEN DAYS DURING THE DRY SEASON OR TWO DAYS DURING THE WET SEASON WITH STRAW, WOOD FIBER MULCH, COMPOST, PLASTIC SHEETING OR EQUIVALENT. 13. STABILIZE ALL AREAS THAT REACH FINAL GRADE WITHIN SEVEN DAYS. 14. SEED OR SOD ANY AREAS TO REMAIN UNWORKED FOR MORE THAN 30 DAYS. 15. UPON COMPLETION OF THE PROJECT, ALL DISTURBED AREAS MUST BE STABILIZED AND BMPS REMOVED IF APPROPRIATE. 1. A FENCING AND SIGNAGE DETAIL AROUND THE CATEGORY 3 WETLAND BUFFER SHALL BE SUBMITTED TO THE CURRENT PLANNING PROJECT MANAGER FOR REVIEW AND APPROVAL PRIOR TO THE ISSUANCE OF THE CONSTRUCTION PERMIT. 2. A REVISED SITE PLAN THAT SHOWS COMPLIANCE WITH THE BICYCLE REQUIREMENTS OUTLINED IN RMC 4-4-080F.11 SHALL BE SUBMITTED FOR REVIEW AND APPROVAL BY THE CURRENT PLANNING PROJECT MANAGER PRIOR TO CONSTRUCTION PERMIT APPROVAL. 3. AN ANALYSIS OF EMPLOYEE TRIP IMPACTS ON TRAFFIC IN AM AS WELL AS PM SHALL BE SUBMITTED AT THE TIME OF CONSTRUCTION PERMIT REVIEW TO THE CITY'S PLAN REVIEWER FOR REVIEW AND APPROVAL. BARGHAUSEN CONSULTING ENGINEERS, INC. 18215 72ND AVENUE SOUTH KENT, WA. 98032 (425) 251-6222 CONTACT: COSTA PHILIPPIDES (ENGINEERING) CONTACT: DENNIS SALTYS (SURVEY) ARCHITECT CRAFT ARCHITECTS, PLLC. 2505 THIRD AVENUE, SUITE 324 SEATTLE, WA 98121 (206) 720-7001 CONTACT: BILL ARENS N C)MPLJANCE WITH CITY Cr- FENTON STMDAFS By By Dote &A11A500" By Dote By Dote VICHTY MAP m cm NDEx: Cl COVER SHEET C2 TESC PLAN C3 GRADING/PAVING PLAN C4 EXISTING CONDITIONS C5 CONSTRUCTION NOTES AND DETAILS L1 LANDSCAPE PLANTING PLAN L2 LANDSCAPE PLANTING NOTES AND DETAILS L3 LANDSCAPE IRRIGATION PLAN L4 LANDSCAPE IRRIGATION NOTES AND DETAILS TOTAL SITE AREA: 44,491 SQ.FT. EXISTING IMPERVIOUS AREA: 0 SQ.FT. PROPOSED PERVIOUS ASPHALT AREA: 23,800 SQ.FT. ..-- ,n .. .--,b..---• ...DIY,__ a ,r.� .,,,,.____..._. ..:,. LEGEND: z EXISTING. R PROPOSED R� 0 a� Z m c' ® T.S. HANDHOLE STREET LIGHT 4�6 m X SPOT ELEVATION PROPOSED STORM DRAINAGE LINE O N WATER VALVE m �N -& HYDRANT n ® WATER METER o SIGN MAILBOX PROPOSED CATCH BASIN m 000 O © MANHOLES (SS/SD) ROCKERY 0 CB CONIFER TREE PROPOSED SPOT ELEVATIONS 23.2 /- -o- POWER/UTILITY POLE ! E- GUY ANCHOR DECID. TREE Q POWER TRANSFORMER © QT POWER/TELEPHONE VAULT FOUND CASED MONUMENT 0 TELEPHONE/TV RISER SET 5/8" IRON REBAR W/ BLUE PLASTIC PROPOSED ASPHALT O D4 GAS VALVE CAP STAMPED "P -A -C -E PLS 33127" UNLESS OTHERWISE STATED. CENTER LINES PROPERTY LINES RIGHT-OF-WAY LINES SUBDIVISION LINES EXISTING ASPHALT W WATER LINE SS SANITARY SEWER LINE SD STORM DRAIN LINE G GAS LINE ..... - `.... _ ........ UGP UNDERGROUND POWER LINES R UGT UNDERGROUND TELEPHONE LINES 383201 o CHAIN LINK FENCE x WIRE FENCE o WOOD FENCE DEVELOPER: HARPER ENGINEERING 700 SW 7TH STREET �P pN I L / pA RENTON, WA 98057 W A s,yy��c� ENGINEER: BARGHAUSEN CONSULTING ENGINEERS 18215 72ND AVENUE SOUTH 3837 8 j ERGO �� KENT, WA 98032 FssS �� (425)251-6222 7� NA L (425)251-8782 FAX CONTACT: DAN BALMELLI CITY OF RENTON DEPARTMENT OF PUBLIC WORKS COVER SHEET HARPER ENGINEERING PARKING LOT ADDITION DE®K*M CP DALE 08/14/2014 FLE NO. DRAWN DSC CHECKED DKB SCALE N/A MELD BOOK PAM AF'f'R041® CTOR of PUBJC WORKS sHwTClI a= 6 wn 0 U N LO LO 0 N t0 N Ln E v 0 rn 3 0 I 00 Ln i N w Jz Q CL On C C .c" C LO 00 LO cn 0 0 LZ 0 Z m 0 u.i U z T R z R� 0 a� Z m c' 0 4�6 m m C O m �N m m 000 D D T R R� 0 a� Z m 4�6 m nr C O �N �c J D T o m m 0 00 �c J