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HomeMy WebLinkAboutzR-3816Setfi 0 m z 0 z c ic ED m m 77 *Eli CIN 2 0 H O Q J W 0 H 2 W 2 H Construction Sequence: 1. BEFORE ANY CONSTRUCTION OR DEVELOPMENT ACTIVITY, A PRECONSTRUCTION MEETING MUST BE HELD BETWEEN THE CITY OF RENTON, THE APPLICANT AND THE APPLICANTS CONSTRUCTION REPRESENTATIVE. 2. VERIFY VERTICAL AND HORIZONTAL LOCATIONS OF ALL EXISTING UNDERGROUND UTILITIES. CONTACT ALL UTILITY COMPANIES THAT MAY BE EFFECTED BY THE PROPOSED CONSTRUCTION. THE ONE CALL NUMBER IS 1 -800- 424 -5555. 3. MAINTAIN ALL EXISTING UTILITY SERVICES DURING CONSTRUCTION. 4. VERIFY GRADES PRIOR TO CONSTRUCTION. FLAG CLEARING LIMITS. 5. INSTALL STABILIZED CONSTRUCTION ENTRANCE. 6. INSTALL FILTER FABRIC FENCE AS INDICATED ON PLAN. 7. INSTALL OFFSITE CATCH BASIN PROTECTION. 8. CLEAR k GRUB AREAS Of THE SITE TO BE ROUGH GRADED OF FILLED. 9. CLEAN STORM DRAINAGE SYSTEM OF ALL SEDIMENT AND DEBRIS. 10. REMOVE TEMPORARY EROSION CONTROL FACILITIES WHEN SITE IS COMPLETELY STABILIZED. Demolition Notes 1. EXISTING UTILITIES AND UNDERGROUND STRUCTURES SHOWN ON THE PLAN ARE BASED UPON THE BEST AVAILABLE PUBLIC RECORDS AND /OR PRIVATE RECORDS AS SUPPLIED BY THE PROJECT OWNER AND /OR DATA OBTAINED VERBALLY FROM OWNERS OR OFFICIALS ASSOCIATED WITH THE PARTICULAR UTILITY. NEITHER THE OWNER NOR THE ENGINEER GUARANTEE ACCURACY OR COMPLETENESS OF THIS INFORMATION AND ASSUME NO RESPONSIBILITY FOR IMPROPER LOCATIONS ON THE CONSTRUCTION PLANS. OTHER UNDERGROUND FACILITIES NOT SHOWN ON THE DRAWINGS MAY BE ENCOUNTERED DURING THE COURSE OF THE WORK. ALL INVERT ELEVATIONS SHOWN ON THE DRAWINGS SHALL BE VERIFIED BY THE CONTRACTOR PRIOR TO CONSTRUCTION. 2. IF CHANGED CONDITIONS ARE ENCOUNTERED, THE CONTRACTOR SHALL NOTIFY THE ENGINEER PROMPTLY OF (1) PREEXISTING SUBSURFACE CONDITIONS DIFFERING FROM THOSE INDICATED IN THE PLANS, OR (2) PREEXISTING UNKNOWN SUBSURFACE CONDITIONS, OR AN UNUSUAL NATURE, DIFFERING MATERIALLY FROM THOSE ORIGINALLY ENCOUNTERED AND GENERALLY RECOGNIZED AS INHERENT IN WORK OF THE CHARACTER PROVIDED FOR IN THE CONTRACT. THE CONTRACTOR AND OR OWNER SHALL MAKE NO CLAIMS TO THE ENGINEER FOR RECOMPENSATION FOR EXTRA WORK RESULTING FROM CHANGED CONDITIONS UNLESS THE ENGINEER HAS APPROVED THE WORK IN WRITING. 3. CONTRACTOR SHALL CALL THE UTILITIES UNDERGROUND LOCATION CENTER FOR FIELD LOCATION OF ALL UTILITIES AND SHALL NOT BEGIN EXCAVATION UNTIL ALL KNOWN UNDERGROUND FACILITIES IN THE VICINITY OF THE PROPOSED WORK HAVE BEEN LOCATED AND MARKED. IF THE UTILITY IS NOT A SUBSCRIBER OF THE UNDERGROUND LOCATION CENTER THEN THE CONTRACTOR SHALL GIVE NOTICE TO THAT UTILITY. 4. THE CONTRACTOR IS RESPONSIBLE FOR REVIEW OF ALL UTILITY PURVEYOR, AND CITY OR STATE RECORDS RELATIVE TO THE EXISTING UNDERGROUND UTILITIES. THE CONTRACTOR IS RESPONSIBLE FOR AVOIDING DAMAGE TO THESE FACILITIES AND SHALL RESTORE ALL UTILITIES AT CONTRACTOR'S OWN EXPENSE. 5. VERIFY THAT ALL UTILITY SERVICES TO BE DEMOLISHED HAVE BEEN DISCONNECTED. 6. ERECT BARRIERS, SHORING AND THE LIKE TO PROTECT PERSONNEL, CONSTRUCTION AND VEGETATION TO REMAIN. COMPLY WITH ALL STATE AND LOCAL AGENCY REQUIREMENTS. 7. DO NOT SHUT OFF OR CAP UTILITIES WITHOUT PRIOR NOTICE. COORDINATE WORK WITH LOCAL UTILITY PURVEYORS. 8. MAINTAIN VEHICULAR AND PEDESTRIAN TRAFFIC ROUTES: ENSURE MINIMUM INTERFERENCE WITH ROADS, STREETS, SIDEWALKS, AND ADJACENT FACILITIES; DO NOT CLOSE OR OBSTRUCT STREETS, SIDEWALKS, OR PASSAGEWAYS WITHOUT PERMISSION FROM AUTHORITIES HAVING JURISDICTION; MAINTAIN FIRE ACCESS ALONG ACCESS ROAD AT ALL TIMES; MEET ALL APPLICABLE CODES AND ORDINANCES. 9. PROTECT FROM HARM ANY TREES, OR OTHER OBJECTS SELECTED TO REMAIN. 10. DO NOT DAMAGE EXISTING CONSTRUCTION TO REMAIN. 11. RESTORE ANY IMPROVEMENTS DAMAGED BY THIS WORK TO THEIR ORIGINAL CONDITION, AS ACCEPTABLE TO OWNER. REPAIR ANY DAMAGE TO ADJACENT STRUCTURES, UTILITIES, SITE, AND WORK OF THIS CONTRACT TO REMAIN AT NO ADDITIONAL COST TO OWNER. 12. NO BLASTING ON SITE. DO NOT USE EXPLOSIVES. 13. SPRINKLE DEBRIS AS NECESSARY TO LIMIT DUST TO LOWEST PRACTICABLE LEVEL. DO NOT SPRINKLE TO EXTENT CAUSING FLOODING, CONTAMINATED RUNOFF OR ICING. 14. REMOVE EXISTING ABOVE -GRADE AND BELOW -GRADE IMPROVEMENTS AS INDICATED AND AS NECESSARY TO FACILITATE NEW CONSTRUCTION. CARE SHALL BE TAKEN THAT DAMAGE DOES NOT OCCUR TO EXISTING PAVEMENT WHICH IS TO REMAIN IN PLACE AND THAT ALL PAVEMENT REMOVALS ARE ACCOMPLISHED BY MAKING A NEAT VERTICAL SAW CUT AT THE BOUNDARIES OF THE AREA TO BE REMOVED. 15. REMOVE TREES, GROWTH AND UNDERBRUSH AS REQUIRED FOR NEW CONSTRUCTION AND AS INDICATED. REMOVAL OPERATIONS SHALL BE PERFORMED IN A MANNER TO PROTECT PROPERTY. 16. MAKE CUTS AT CLOSEST PAVING JOINT. 17. THE CONTRACTOR WILL BE RESPONSIBLE FOR FURNISHING, SETTING AND MARKING ALL LINE AND LOCATION STAKES, INCLUDING OFFSETS AND GENERAL CONSTRUCTION STAKING. WHEN WORK REQUIRING BE ON SITE. A QUALIFIED LAYOUT ENGINEER, SURVEYOR, OR TECHNICAL SPECIALIST MUST BE ASSIGNED TO THE CONTRACTOR'S CREW CONTROL IS BEING PERFORMED, ALL NECESSARY RELATED EQUIPMENT, SUPPLIES AND INSTRUMENTS SHALL FOR THIS WORK. THIS EQUIPMENT AND PERSONNEL MUST BE AVAILABLE, AT NO ADDITIONAL COST TO OWNER FOR THE PURPOSE OF VERIFYING LAYOUT AND CERTIFYING THE ACCURACY OF WORK ON THE SITE. 18. PROVIDE FOR THE PROTECTION OF PERSONS PASSING AROUND OR THROUGH THE AREA OF DEMOLITION. 19. TRAFFIC: DO NOT OBSTRUCT WALKS OR PUBLIC WAYS WITHOUT THE WRITTEN PERMISSION OF GOVERNING AUTHORITIES AND OF THE OWNER. WHERE ROUTES ARE PERMITTED TO BE CLOSED, PROVIDE ALTERNATE ROUTES IF REQUIRED. 20. THE CONTRACTOR IS RESPONSIBLE FOR PRESERVING ALL BENCHMARKS AND STAKES AND THE REPLACEMENT OF ANY THAT ARE DISPLACED OR MISSING 21. THE REFUSE RESULTING FROM CLEARING AND GRUBBING SHALL BE DISPOSED OF BY THE CONTRACTOR IN A MANNER CONSISTENT WITH ALL GOVERNMENT REGULATIONS. IN NO CASE SHALL REFUSE MATERIAL BE LEFT ON THE PROJECT SITE, SHOVED ONTO ABUTTING PRIVATE PROPERTIES, OR BE BURIED IN EMBANKMENTS OR TRENCHES ON THE PROJECT SITE. DEBRIS SHALL NOT BE DEPOSITED IN ANY STREAM OR BODY OF WATER, WETLAND, OR IN ANY STREET OR ALLEY, OR UPON ANY PRIVATE PROPERTY EXCEPT BY WRITTEN CONSENT OF THE PRIVATE PROPERTY OWNER. MAINTAIN HAULING ROUTES CLEAN AND FREE OF ANY DEBRIS RESULTING FROM DEMOLITION WORK ON THIS PROJECT. Erosion Control Notes 1. THESE NOTES SHALL APPEAR FOR ALL PROJECTS - SITE IMPROVEMENTS, SURFACE WATER UTILITY, WASTEWATER UTILITY, WATER UTILITY, AND TRANSPORTATION PLANS: 2. BEFORE ANY CONSTRUCTION OR DEVELOPMENT ACTIVITY OCCURS, A PRE - CONSTRUCTION MEETING MUST BE HELD WITH THE CITY OF RENTON, PUBLIC WORKS DESIGN ENGINEER. 3. THE BOUNDARIES OF THE CLEARING LIMITS AND AREAS OF VEGETATION PRESERVATION AS PRESCRIBED ON THE PLAN(S) SHALL BE CLEARLY FLAGGED BY SURVEY TAPE OR FENCING IN THE FIELD PRIOR TO CONSTRUCTION IN ACCORDANCE WITH APPENDIX D OF THE SURFACE WATER DESIGN MANUAL AND OBSERVED DURING CONSTRUCTION. DURING THE CONSTRUCTION PERIOD, NO DISTURBANCE BEYOND THE CLEARING LIMITS SHALL BE PERMITTED. THE CLEARING LIMITS SHALL BE MAINTAINED BY THE APPLICANT /ESC SUPERVISOR FOR THE DURATION OF CONSTRUCTION. 4. STABILIZED CONSTRUCTION ENTRANCES SHALL BE INSTALLED AT THE BEGINNING OF CONSTRUCTION AND MAINTAINED FOR THE DURATION OF THE PROJECT. ADDITIONAL MEASURES, SUCH AS CONSTRUCTED WHEEL WASH SYSTEMS OR WASH PADS, MAY BE REQUIRED TO ENSURE THAT ALL PAVED AREAS ARE KEPT CLEAN AND TRACK OUT TO ROAD RIGHT OF WAY DOES NOT OCCUR FOR THE DURATION OF THE PROJECT. 5. ALL REQUIRED SEDIMENTATION /EROSION CONTROL FACILITIES MUST BE CONSTRUCTED AND IN OPERATION PRIOR TO LAND CLEARING AND /OR CONSTRUCTION TO PREVENT TRANSPORTATION OF SEDIMENT TO SURFACE WATER, DRAINAGE SYSTEMS AND ADJACENT PROPERTIES. ALL EROSION AND SEDIMENT FACILITIES SHALL BE MAINTAINED IN A SATISFACTORY CONDITION UNTIL SUCH TIME THAT CLEARING AND /OR CONSTRUCTION IS COMPLETE AND POTENTIAL FOR ON -SITE EROSION HAS PASSED. THE IMPLEMENTATION, MAINTENANCE, REPLACEMENT AND ADDITIONS TO EROSION /SEDIMENTATION CONTROL SYSTEMS SHALL BE THE RESPONSIBILITY OF THE PERMITEE. 6. THE EROSION AND SEDIMENTATION CONTROL SYSTEMS DEPICTED ON THIS DRAWING ARE INTENDED TO BE MINIMUM REQUIREMENTS TO MEET ANTICIPATED SITE CONDITIONS. AS CONSTRUCTION PROGRESSES AND UNEXPECTED OR SEASONAL CONDITIONS DICTATE, THE PERMITEE SHALL ANTICIPATE THAT MORE EROSION AND SEDIMENTATION CONTROL FACILITIES WILL BE NECESSARY TO ENSURE COMPLETE SILTATION CONTROL ON THE PROPOSED SITE. DURING THE COURSE OF CONSTRUCTION, IT SHALL BE THE OBLIGATION AND RESPONSIBILITY OF THE PERMITEE TO ADDRESS ANY NEW CONDITIONS THAT MAY BE CREATED BY THE ACTIVITIES AND TO PROVIDE ADDITIONAL FACILITIES, OVER AND ABOVE MINIMUM REQUIREMENTS, AS MAY BE NEEDED, TO PROTECT ADJACENT PROPERTIES AND WATER QUALITY OF THE RECEIVING DRAINAGE SYSTEM. Surface Water Standard Plan Notes 1. THESE NOTES SHALL APPEAR ON PROJECTS FOR THE SURFACE WATER UTILITY. 2. BEFORE ANY CONSTRUCTION OR DEVELOPMENT ACTIVITY OCCURS, A PRE - CONSTRUCTION MEETING MUST BE HELD BETWEEN THE CITY OF RENTON PLAN REVIEW SECTION AND THE APPLICANT. 3. ALL DESIGN AND CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE RENTON MUNICIPAL CODE (RMC), THE LATEST EDITION OF THE STANDARD SPECIFICATIONS FOR ROAD, BRIDGE AND MUNICIPAL CONSTRUCTION PREPARED BY WSDOT AND THE AMERICAN PUBLIC WORKS ASSOCIATION (APWA), AS AMENDED BY THE CITY OF RENTON PUBLIC WORKS DEPARTMENT. IT SHALL BE THE SOLE RESPONSIBILITY OF THE APPLICANT AND THE PROFESSIONAL CIVIL ENGINEER TO CORRECT ANY ERROR, OMISSION OR VARIATION FROM THE ABOVE REQUIREMENTS FOUND IN THIS PLANS. ALL CORRECTIONS SHALL BE AT NO ADDITIONAL COST TO THE CITY. 4. APPROVAL OF THIS ROAD, GRADING, PARKING AND DRAINAGE PLAN DOES NOT CONSTITUTE AN APPROVAL OF ANY OTHER CONSTRUCTION (E.G. DOMESTIC WATER 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 DEPARTMENT, SURFACE WATER UTILITY SECTION. 5. A COPY OF THESE APPROVED PLANS MUST BE ON THE JOB SITE WHENEVER CONSTRUCTION IS IN PROGRESS. 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 ALLOWED, UNLESS OTHERWISE APPROVED WITH A WRITTEN DECISION BY THE CITY OF RENTON. 7. IT SHALL BE THE APPLICANT'S /CONTRACTOR'S RESPONSIBILITY TO OBTAIN ALL CONSTRUCTION EASEMENTS NECESSARY BEFORE INITIATING OFF -SITE WORK. EASEMENTS REQUIRE CITY REVIEW AND APPROVAL PRIOR TO CONSTRUCTION. 8. FRANCHISED UTILITIES OR OTHER INSTALLATIONS THAT ARE NOT SHOWN ON THESE APPROVED PLANS SHALL NOT BE CONSTRUCTED UNLESS AN APPROVED SET OF PLANS THAT MEET ALL REQUIREMENTS OF CHAPTER 4 OF THE SURFACE WATER DESIGN MANUAL ARE SUBMITTED TO THE CITY OF RENTON. 9. DATUM SHALL BE NAVD 88 UNLESS OTHERWISE APPROVED BY THE CITY OF RENTON. REFERENCE BENCHMARK AND ELEVATIONS ARE NOTED ON THE PLANS. 10. ANY DEWATERING SYSTEM NECESSARY FOR THE CONSTRUCTION OF STORMWATER FACILITIES MUST BE SUBMITTED TO THE CITY FOR REVIEW AND APPROVAL. 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 CITY OF RENTON AND NOTED ON THESE APPROVED PLANS. ANY OPEN CUT SHALL BE RESTORED IN ACCORDANCE WITH THE CITY OF RENTON TRENCH RESTORATION STANDARDS. 13. ALL SEDIMENTATION /EROSION FACILITIES MUST BE IN OPERATION PRIOR TO CLEARING AND BUILDING CONSTRUCTION, AND THEY MUST BE SATISFACTORILY MAINTAINED UNTIL CONSTRUCTION IS COMPLETED AND THE POTENTIAL FOR ON -SITE EROSION HAS PASSED. 14. ALL RETENTION /DETENTION FACILITIES MUST BE INSTALLED AND IN OPERATION PRIOR TO OR IN CONJUNCTION WITH ALL CONSTRUCTION ACTIVITY UNLESS OTHERWISE APPROVED BY THE PUBLIC WORKS DEPARTMENT, SURFACE WATER UTILITY SECTION. 15. ALL PIPE AND APPURTENANCES SHALL BE LAID ON A PROPERLY PREPARED FOUNDATION IN ACCORDANCE WITH THE CURRENT STATE OF WASHINGTON STANDARD 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 SUPPORTED ON A UNIFORMLY DENSE, UNYIELDING BASE. ALL PIPE BEDDING SHALL BE APWA CLASS ?C ?, WITH THE EXCEPTION OF PVC PIPE. 16. STEEL PIPE SHALL BE ALUMINIZED, OR GALVANIZED WITH ASPHALT TREATMENT #1 OR BETTER INSIDE AND OUTSIDE. 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. ��L PETS COUGHLIN PORTERLUNDEEN 2 A CONSULTING STRUCTURAL AND CIVIL ENGINEERING CORPORATION��'= Qr '11J'12TH AVE NE SU;TE 50Ci k., 801 SECOND AVENUE -SUITE 900 P: 206/343 -0460 BE �EVUE AA WV 36936 � SEATTLE. WA 98104 F: 206/343 -5691 - �425�6�zwo -- -- SOU T 1-1 1� O 1? T - -- - -- --- ;4z5,��� ANAL �� � /�/ SGCO DGF�LOPMC�T. liC. MuvanmG7 �,O- I 7. APPROVAL OF THIS PLAN IS FOR EROSION /SEDIMENTATION CONTROL ONLY. IT DOES NOT CONSTITUTE AN APPROVAL OF STORM DRAINAGE DESIGN, SIZE NOR LOCATION OF PIPES, RESTRICTORS, CHANNELS, OR RETENTION FACILITIES. 8. ANY AREAS OF EXPOSED SOILS, INCLUDING ROADWAY EMBANKMENTS, THAT WILL NOT BE DISTURBED FOR TWO DAYS DURING THE WET SEASON (OCTOBER 1ST TROUGH MARCH 30TH) OR SEVEN DAYS DURING THE DRY SEASON (APRIL 1ST TOUGH SEPTEMBER 30) SHALL BE IMMEDIATELY STABILIZED WITH THE APPROVED ESC COVER METHODS (E.G., SEEDING, MULCHING, PLASTIC COVERING, ETC.). 9. WET SEASON SEASONAL EROSION AND SEDIMENT CONTROL REQUIREMENTS APPLY TO ALL CONSTRUCTION SITES CLEARING BETWEEN OCTOBER 1 AND MARCH 30 INCLUSIVE, UNLESS OTHERWISE APPROVED BY THE CITY THROUGH AN ADJUSTMENT PROCESS. 10. COVER MEASURES WILL BE APPLIED IN CONFORMANCE WITH APPENDIX D OF THE SURFACE WATER DESIGN MANUAL. 11. ANY AREA NEEDING ESC MEASURES, NOT REQUIRING IMMEDIATE ATTENTION, SHALL BE ADDRESSED WITHIN SEVEN (7) DAYS. 12. THE ESC FACILITIES ON INACTIVE SITES SHALL BE INSPECTED AND MAINTAINED A MINIMUM OF ONCE A MONTH OR WITHIN 24 HOURS FOLLOWING A STORM EVENT. 13. AT NO TIME SHALL MORE THAN ONE (1) FOOT OF SEDIMENT BE ALLOWED TO ACCUMULATE WITHIN A CATCH BASIN. ALL CATCH BASINS AND CONVEYANCE LINES SHALL BE CLEANED PRIOR TO PAVING. THE CLEANING OPERATION SHALL NOT FLUSH SEDIMENT -LADEN WATER INTO THE DOWNSTREAM SYSTEM. 14. DURING THE TIME PERIOD OF OCTOBER 1ST THROUGH MARCH 30TH, ALL PROJECT DISTRIBUTED SOIL AREAS GREATER, THAT ARE TO BE LEFT UN- WORKED FOR MORE THAN 12 HOURS, SHALL BE COVERED BY MULCH, SODDING OR PLASTIC COVERING. 15. ANY PERMANENT RETENTION /DETENTION FACILITY USED AS A TEMPORARY SETTLING BASIN SHALL BE MODIFIED WITH THE NECESSARY EROSION CONTROL MEASURES AND SHALL PROVIDE ADEQUATE STORAGE CAPACITY. IF THE PERMANENT FACILITY IS TO FUNCTION ULTIMATELY AS AN INFILTRATION SYSTEM, THE TEMPORARY FACILITY MUST BE ROUGH GRADED SO THAT THE BOTTOM AND SIDES ARE AT LEAST THREE FEET ABOVE THE FINAL GRADE OF THE PERMANENT FACILITY. 16. PRIOR TO THE BEGINNING OF THE WET SEASON (OCT. 1), ALL DISTURBED AREAS SHALL BE REVIEWED TO IDENTIFY WHICH ONES CAN BE SEEDED IN PREPARATION FOR THE WINTER RAINS. DISTURBED AREAS SHALL BE SEEDED WITHIN ONE WEEK OF THE BEGINNING OF THE WET SEASON. A SKETCH MAP OF THOSE AREAS TO BE SEEDED AND THOSE AREAS TO REMAIN UNCOVERED SHALL BE SUBMITTED TO THE CITY OF RENTON FOR REVIEW. 18. BUILDING AND OTHER STRUCTURES SHALL BE PLACED IN ACCORDANCE WITH TABLE 4.1 EASEMENT WIDTHS AND BUILDING SETBACKS LINES. 19. ALL CATCH BASIN GRATES SHALL BE DEPRESSED 0.10 FEET BELOW PAVEMENT LEVEL. 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 EDGE OF THE DRIVEWAY TO THE BOTTOM OF THE DITCH. ROCK FOR EROSION PROTECTION OF ROADSIDE DITCHES, WHERE REQUIRED, SHALL BE OF SOUND QUARRY ROCK PLACED TO A DEPTH OF ONE (1) FOOT AND MUST MEET THE FOLLOWING SPECIFICATIONS: 4 - 8 INCH ROCK / 40 - 70% PASSING; 2 - 4 INCH ROCK / 30 - 40% PASSING; AND LESS THAN 2 INCH ROCK / 10 - 20% PASSING. 21. ALL BUILDING DOWNSPOUTS AND FOOTING DRAINS SHALL BE CONNECTED TO THE STORM DRAINAGE SYSTEM, UNLESS APPROVED BY THE CITY PLAN REVIEWER OR SURFACE WATER UTILITY SECTION. AN ACCURATELY DIMENSIONED, CERTIFIED AS -BUILT DRAWING OF THIS DRAINAGE SYSTEM WILL BE SUBMITTED TO THE CITY UPON COMPLETION. 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: A. EACH OUTLET SHALL BE SUITABLY LOCATED AT THE LOWEST ELEVATION ON THE LOT, SO AS TO SERVICE ALL FUTURE ROOF DOWNSPOUTS AND FOOTING DRAINS, DRIVEWAYS, YARD DRAINS, AND ANY OTHER SURFACE OR SUBSURFACE DRAINS NECESSARY TO RENDER THE LOTS SUITABLE FOR THEIR IN ENDED USE. EACH OUTLET SHALL HAVE FREE - FLOWING, POSITIVE DRAINAGE TO AN APPROVED STORMWATER CONVEYANCE SYSTEM OR TO AN APPROVED OUTFALL LOCATION. B. OUTLETS ON EACH LOT SHALL BE LOCATED WITH A FIVE -FOOT -HIGH, 2" X 4" STAKE MARKED "STORM" OR "DRAIN ". THE STUB -OUT SHALL EXTEND ABOVE SURFACE LEVEL, BE VISIBLE, AND BE SECURED TO THE STAKE. C. PIPE MATERIAL SHALL CONFORM TO UNDERDRAIN SPECIFICATIONS DESCRIBED IN CHAPTER 4 OF THE SURFACE WATER DESIGN MANUAL AND, IF NON- METALLIC, THE PIPE SHALL BE PLACED IN A TRENCH WITH A TRACING WIRE ABOVE OR OTHER ACCEPTABLE DETECTION. D. PRIVATE DRAINAGE EASEMENTS ARE REQUIRED FOR DRAINAGE SYSTEMS DESIGNED TO CONVEY FLOWS THROUGH INDIVIDUAL LOTS. E. THE APPLICANT /CONTRACTOR IS RESPONSIBLE FOR COORDINATING THE LOCATIONS OF ALL STUBOUT CONVEYANCE LINES WITH RESPECT TO OTHER UTILITIES (E.G. POWER, GAS, TELEPHONE, TELEVISION). F. ALL INDIVIDUAL STUB -OUTS SHALL BE PRIVATELY OWNED AND MAINTAINED BY THE LOT HOME OWNER. 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. 24. PROOF OF LIABILITY INSURANCE SHALL BE SUBMITTED TO THE CITY PRIOR TO CONSTRUCTION PERMIT ISSUANCE. 25. ISSUANCE OF THE BUILDING OR CONSTRUCTION PERMITS BY THE CITY OF RENTON DOES NOT RELIEVE THE OWNER OF THE CONTINUING LEGAL OBLIGATION AND /OR LIABILITY CONNECTED WITH STORM SURFACE WATER DISPOSITION. FURTHER, THE CITY OF RENTON DOES NOT ACCEPT ANY OBLIGATION FOR THE PROPER 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 NEEDED ACTIONS TO PROTECT THE LIFE, HEALTH, AND SAFETY OF THE PUBLIC, AND TO PROTECT PROPERTY IN CONNECTION WITH THE PERFORMANCE OF WORK. ANY WORK WITHIN THE TRAVELED RIGHT -OF -WAY THAT MAY 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. 27. PROJECT LOCATED WITHIN THE AQUIFER PROTECTION AREA (APA) SHALL COMPLY WITH SPECIAL REQUIREMENT #6 OF THE SURFACE WATER DESIGN MANUAL AND AQUIFER PROTECTION REGULATIONS (RMC 4 -3 -050). Approved By: Approved Approved By: General Paving Notes 1. A COPY OF THE APPROVED PLANS SHALL BE ON SITE WHENEVER CONSTRUCTION IS IN PROGRESS. THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING ANY OTHER REQUIRED OR RELATED PERMIT PRIOR TO BEGINNING CONSTUCTION. 2. ALL LOCATIONS OF EXISTING UTILITIES HAVE BEEN ESTABLISHED BY FIELD SURVEY AND AVAILABLE RECORDS AND SHOULD THEREFORE, BE CONSIDERED ONLY APPROXIMATE AND NOT NECESSARILY COMPLETE. IT IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR TO INDEPENDENTLY VERIFY THE ACCURACY OF ALL UTILITY LOCATIONS AND TO DISCOVER AND AVOID ANY OTHER UTILITIES NOT SHOWN WHICH MAY BE AFFECTED BY THE IMPLEMENTATION OF THIS PLAN. 3. ALL ASPHALT CONCRETE WORK IN THE PUBLIC RIGHT -OF -WAY SHALL CONFORM TO THE CITY OF RENTON STANDARDS AND SPECIFICATIONS. 4. ALL ASPHALT CONCRETE WORK ON THE PROJECT SITE SHALL CONFORM TO THE "2000 WASHINGTON STATE DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS FOR ROAD, BRIDGE AND MUNICIPAL CONSTRUCTION ". 5. ALL ASPHALT CONCRETE PAVEMENT SHALL BE PLACED IN ACCORDANCE WITH WSDOT /APWA SECTION 5 -04 UNLESS OTHERWISE SPECIFICALLY NOTED. 6. PROOF ROLL AND REMOVE ANY SOFT SPOTS. REPLACE REMOVED MATERIAL WITH STRUCTURAL FILL PER THE GEOTECHNICAL ENGINEER. CONTRACTOR SHALL TEST AND VERIFY SUBGRADE MEETS COMPACTION REQUIREMENTS PRIOR TO PAVING. 7. STERILIZE ALL AREAS TO BE PAVED WITH A SOIL STERILANT, PRAMITOL 25E OR EQUAL, AS RECOMMENDED BY THE MANUFACTURER. 8. AGGREGATE SHALL BE TYPE CLASS B, 1/2 INCH MAXIMUM MEDIUM GRADING, CONFORMING TO SECTION 9 -3.8 OF THE WSDOT -APWA. ASPHALT BINDER SHALL BE PAVING ASPHALT, GRADE AR -4000, AND SHALL COMPLY WITH SECTION 9 -02.1 OF WSDOT -APWA. ASPHALT CONCRETE MIXING AND PROPORTIONING SHALL COMPLY WITH SECTION 9 -03.8 OF THE WSDOT -APWA. 9. CRUSHED SURFACING SHALL BE PLACE IN ACCORDANCE WITH WSDOT- APWA SECTION 4 -04 AND SHALL MEET THE REQUIREMENTS OF WSDOT -APWA 9- 03.9(3). 10. CONTRACTOR SHALL PREPARE THE EXISTING ASPHALT PAVEMENT SURFACE TO BE OVERLAID IN ACCORDANCE WITH 5-04.3(5)A- 11. SAWCUT EXISTING ASPHALT FULL DEPTH WHERE NEW PAVEMENT ABUTS EXISTING. 12. APPLY TACK COAT TO ALL EXISTING PAVEMENT SURFACES TO BE OVERLAID OR ABUTTED WITH NEW ASPHALT PAVEMENT. TACK COAT SHALL NOT BE APPLIED IN TEMPERATURES BELOW 50 DEGREES F. 13. CONTRACTOR SHALL PROTECT FROM DAMAGE ALL EXISTING FEATURES TO REMAIN. THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR REPAIRING OR REPLACING TO THE OWNER'S SATISFACTION ANY AREA THAT DEFACEMENT OR DAMAGE HAS OCCURRED AT NO COST TO THE OWNER. 14. CONTRACTOR SHALL AVOID UNNECESSARY DISTURBANCE TO STEEP SLOPES AS TO NOT INCREASE THE POTENTIAL FOR INSTABILITY AND EROSION. 15. CONTRACTOR SHALL NOT PAVE IN RAIN, WHEN SUBGRADE IS WET OR FROZEN, AND WHEN TEMPERATURES ARE BELOW 40 DEGREES F. 16. CONTRACTOR SHALL PROTECT ALL FINISHED SURFACES. ALLOW NO HEAVY OBJECTS TO BE MOVED OVER FINISHED SURFACES. CONTRACTOR SHALL REPAIR AT NO COST TO THE OWNER ANY RUTS, AREAS SHOWING SETTLEMENT, AND ANY OBSTRUCTIONS TO POSITIVE DRAINAGE. CONTRACTOR SHALL NOT ALLOW VEHICULAR TRAFFIC ON ASPHALT PAVEMENT UNTIL IT IS COOLED AND HARDENED AND IN NO CASE SOONER THAN 6 HOURS AFTER PLACING. 17. CONTRACTOR WORK CORRECTIONS INCLUDE AGGREGATE SEPARATION, SOFT SPOTS, AND EXCESS POROSITY. CONTRACTOR SHALL REPAIR RACKS, UNSATISFACTORY ELEVATION IRREGULARITIES IMMEDIATELY UPON NOTIFICATION, AND REPLACE ANY PAVING NOT DRAINING PROPERLY AT THE CONTRACTORS SOLE EXPENSE. 18. LEAVE PREMISES CLEAN AND FREE OF RESIDUE OF WORK FROM PAVING. Date: Date: Date: Date: i z 381602 sc..q_E: HORIZONTAL- ;9/1991 ,► THE HOTEL AT SOUTHPORT AS NOTED •. ,.� CITY OF RENTON WASHINGTON ML RENTON ONE INCH DATU M AT FULL SCALF Planning /Building /Public Works Dept. GENERAL NOTES IF NOT ONE INCH SCALE ACCORDINGLY DATE 12/22/2014 FIELDBOW: PAGE: C001 OF: PERMIT CORRECTIONS #1 BSB 2/6/15 S"RVE''m: 7 z Z PERMIT CORRECTIONS #2 BSB 3/12/15 t or �. 0 DESIGNED: PERMIT CORRECTIONS #3 BSB 4/3/15 m BSB W tan c DRAWN: LPL CNN CHECKED: NO. REVISION BY DATE A P P R JNP APPROVED: Approved By: Approved Approved By: General Paving Notes 1. A COPY OF THE APPROVED PLANS SHALL BE ON SITE WHENEVER CONSTRUCTION IS IN PROGRESS. THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING ANY OTHER REQUIRED OR RELATED PERMIT PRIOR TO BEGINNING CONSTUCTION. 2. ALL LOCATIONS OF EXISTING UTILITIES HAVE BEEN ESTABLISHED BY FIELD SURVEY AND AVAILABLE RECORDS AND SHOULD THEREFORE, BE CONSIDERED ONLY APPROXIMATE AND NOT NECESSARILY COMPLETE. IT IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR TO INDEPENDENTLY VERIFY THE ACCURACY OF ALL UTILITY LOCATIONS AND TO DISCOVER AND AVOID ANY OTHER UTILITIES NOT SHOWN WHICH MAY BE AFFECTED BY THE IMPLEMENTATION OF THIS PLAN. 3. ALL ASPHALT CONCRETE WORK IN THE PUBLIC RIGHT -OF -WAY SHALL CONFORM TO THE CITY OF RENTON STANDARDS AND SPECIFICATIONS. 4. ALL ASPHALT CONCRETE WORK ON THE PROJECT SITE SHALL CONFORM TO THE "2000 WASHINGTON STATE DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS FOR ROAD, BRIDGE AND MUNICIPAL CONSTRUCTION ". 5. ALL ASPHALT CONCRETE PAVEMENT SHALL BE PLACED IN ACCORDANCE WITH WSDOT /APWA SECTION 5 -04 UNLESS OTHERWISE SPECIFICALLY NOTED. 6. PROOF ROLL AND REMOVE ANY SOFT SPOTS. REPLACE REMOVED MATERIAL WITH STRUCTURAL FILL PER THE GEOTECHNICAL ENGINEER. CONTRACTOR SHALL TEST AND VERIFY SUBGRADE MEETS COMPACTION REQUIREMENTS PRIOR TO PAVING. 7. STERILIZE ALL AREAS TO BE PAVED WITH A SOIL STERILANT, PRAMITOL 25E OR EQUAL, AS RECOMMENDED BY THE MANUFACTURER. 8. AGGREGATE SHALL BE TYPE CLASS B, 1/2 INCH MAXIMUM MEDIUM GRADING, CONFORMING TO SECTION 9 -3.8 OF THE WSDOT -APWA. ASPHALT BINDER SHALL BE PAVING ASPHALT, GRADE AR -4000, AND SHALL COMPLY WITH SECTION 9 -02.1 OF WSDOT -APWA. ASPHALT CONCRETE MIXING AND PROPORTIONING SHALL COMPLY WITH SECTION 9 -03.8 OF THE WSDOT -APWA. 9. CRUSHED SURFACING SHALL BE PLACE IN ACCORDANCE WITH WSDOT- APWA SECTION 4 -04 AND SHALL MEET THE REQUIREMENTS OF WSDOT -APWA 9- 03.9(3). 10. CONTRACTOR SHALL PREPARE THE EXISTING ASPHALT PAVEMENT SURFACE TO BE OVERLAID IN ACCORDANCE WITH 5-04.3(5)A- 11. SAWCUT EXISTING ASPHALT FULL DEPTH WHERE NEW PAVEMENT ABUTS EXISTING. 12. APPLY TACK COAT TO ALL EXISTING PAVEMENT SURFACES TO BE OVERLAID OR ABUTTED WITH NEW ASPHALT PAVEMENT. TACK COAT SHALL NOT BE APPLIED IN TEMPERATURES BELOW 50 DEGREES F. 13. CONTRACTOR SHALL PROTECT FROM DAMAGE ALL EXISTING FEATURES TO REMAIN. THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR REPAIRING OR REPLACING TO THE OWNER'S SATISFACTION ANY AREA THAT DEFACEMENT OR DAMAGE HAS OCCURRED AT NO COST TO THE OWNER. 14. CONTRACTOR SHALL AVOID UNNECESSARY DISTURBANCE TO STEEP SLOPES AS TO NOT INCREASE THE POTENTIAL FOR INSTABILITY AND EROSION. 15. CONTRACTOR SHALL NOT PAVE IN RAIN, WHEN SUBGRADE IS WET OR FROZEN, AND WHEN TEMPERATURES ARE BELOW 40 DEGREES F. 16. CONTRACTOR SHALL PROTECT ALL FINISHED SURFACES. ALLOW NO HEAVY OBJECTS TO BE MOVED OVER FINISHED SURFACES. CONTRACTOR SHALL REPAIR AT NO COST TO THE OWNER ANY RUTS, AREAS SHOWING SETTLEMENT, AND ANY OBSTRUCTIONS TO POSITIVE DRAINAGE. CONTRACTOR SHALL NOT ALLOW VEHICULAR TRAFFIC ON ASPHALT PAVEMENT UNTIL IT IS COOLED AND HARDENED AND IN NO CASE SOONER THAN 6 HOURS AFTER PLACING. 17. CONTRACTOR WORK CORRECTIONS INCLUDE AGGREGATE SEPARATION, SOFT SPOTS, AND EXCESS POROSITY. CONTRACTOR SHALL REPAIR RACKS, UNSATISFACTORY ELEVATION IRREGULARITIES IMMEDIATELY UPON NOTIFICATION, AND REPLACE ANY PAVING NOT DRAINING PROPERLY AT THE CONTRACTORS SOLE EXPENSE. 18. LEAVE PREMISES CLEAN AND FREE OF RESIDUE OF WORK FROM PAVING. Date: Date: Date: Date: i z 381602 sc..q_E: HORIZONTAL- ;9/1991 ,► THE HOTEL AT SOUTHPORT AS NOTED •. ,.� CITY OF RENTON WASHINGTON ML RENTON ONE INCH DATU M AT FULL SCALF Planning /Building /Public Works Dept. GENERAL NOTES IF NOT ONE INCH SCALE ACCORDINGLY DATE 12/22/2014 FIELDBOW: PAGE: C001 OF: I R J' z I � Z Z > O D Z Z C M M x � O 7 z Z YJ Z C r � t or �. 0 w� 1 r m Z W tan c > CNN I R J' z I � Z Z > O D Z Z C M M D T x �. O ^ t or �. 0 w� 1 r z -- W tan c CNN D T �. O r � 0 2 H O Q J W 0 2 W 2 DAL PE�� � o � 1 36936 G T COUGHLINPORTERLUNDEEN A CONSULTING STRUCTURAL AND CIVIL ENGINEERING CORPORATION 801 SECOND AVENUE -SUITE 900 P: 206/343 - 0460"```. SEATTLE, WA 98104 F: 206/343 -5691 S O U T U P O R T SECO DEVELOPMENT. I\C. PROTECT EX SURFACI BOEING PRA 1110 112TH AVE NE SUITE 500 BELLEVUE WA 98064 t 425 e63.2UCiD ± ` 425 463 2002 Movanr.yG2 cc7 LAKE WASHINGTON Approved By: ' Approved By: Approved By: r- Approved By: ,ter NOTE: SHEETS C 1.00 - C 1.03 ASSUME ALEAVE- BEHIND CONDITION FROM THE EARLY GRADING SCOPE OF PROJECT (SEE SHEETS C2.00 -EG - C2.03 -EG). SHEETS C 1.00 - C 1.03 DEPICT THE REMAINING DEMOLITION TO OCCUR AFTER THE EARLY GRADING WORK IS COMPLETE. NOTE: CONSTRUCTION T.E.S.C. BMP INSTALLED AND MAINTAINED FROM PROJECT CLEAR AND GRADE PERMIT. CONTRACTOR SHALL CONTINUE TO MONITOR T.E.S.C. MEASURES AND REPAIR OR UPDATE AS NEEDED. NPDES PERMIT IS IN PLACE AND T.E.S.C. BMP'S AND TURBIDITY MONITORING ON GOING. • Date: Date: Date: Date: Call before you D g.8 -1 -1 or I -800- 424 -5555 UNDERGROUND SERVICE (USA) TRUE NORTH 0 30 60 120 SCALE 19=60' PERMIT CORRECTIONS #1 BSB 2/6/15 SURVEYED: SCALE: VEF"CAL- NAw 19M CITY OF HORIZONTAL- NAD 1983/1991 ;� PERMIT CORRECTIONS #2 BSB 3/12/15 �: AS NOTED �0 ,,,r PERMIT CORRECTIONS #3 BSB 4/3/15 BSB DRAWN: RENTON LPL ONE INCH DATU M CHECKED: AT FULL SCALE Planning /Building /Public Works Dept. IF NOT ONE INCH NO. REVISION BY DATE A P P R APPROVED: SCALE ACCORDINGLY rt z • z c tt Z A• Z .•. lI �� O Z tf, T m fy. R. • z. 1\ 1 C: s \ f� \ I • Date: Date: Date: Date: Call before you D g.8 -1 -1 or I -800- 424 -5555 UNDERGROUND SERVICE (USA) TRUE NORTH 0 30 60 120 SCALE 19=60' PERMIT CORRECTIONS #1 BSB 2/6/15 SURVEYED: SCALE: VEF"CAL- NAw 19M CITY OF HORIZONTAL- NAD 1983/1991 ;� PERMIT CORRECTIONS #2 BSB 3/12/15 �: AS NOTED �0 ,,,r PERMIT CORRECTIONS #3 BSB 4/3/15 BSB DRAWN: RENTON LPL ONE INCH DATU M CHECKED: AT FULL SCALE Planning /Building /Public Works Dept. IF NOT ONE INCH NO. REVISION BY DATE A P P R APPROVED: SCALE ACCORDINGLY rt R=381603 THE HOTEL AT SOUTHPORT RENTON WASHINGTON OVERALL DEMOLITION PLAN r- r CSC l DAM 12/22/2014 nE DSOCK PACE: DRAMG No cloo %4m: ov: z �z T r X z c tt Z A• Z .•. lI �� O Z tf, T m fy. R. • z. 1\ 1 s R=381603 THE HOTEL AT SOUTHPORT RENTON WASHINGTON OVERALL DEMOLITION PLAN r- r CSC l DAM 12/22/2014 nE DSOCK PACE: DRAMG No cloo %4m: ov: z �z T r X z c tt Z A• Z .•. lI �� O Z tf, T R=381603 THE HOTEL AT SOUTHPORT RENTON WASHINGTON OVERALL DEMOLITION PLAN r- r CSC l DAM 12/22/2014 nE DSOCK PACE: DRAMG No cloo %4m: ov: Z G r ^� Z r Z Z Z > O D Z 2 C 3 m m a z �z T r X z c tt Z A• Z .•. lI �� O Z m T m I Z G r ^� Z r Z Z Z > O D Z 2 C 3 m m a :r. x tt Z A• Z .•. lI �� O - T D v 1 N z. 1 :r. D T O - T D C � C O Z O U) W O W Approved By: Date: Approved By: Date: _ Approved By: Date: _ Approved By: Date: _ 15' CITY OF RENTON I �~ k;\ xy x UTILITY EASEMENT / x �� - �' \. ,%` , x X \ ✓��k%\, ,Xx• �, ��` ice` �'}'` ;� " \ \ . \ '` I /\"/� \� ;,! � X ,X }� c \f \ lC < i X/ ��` ✓ � \ X � / \ X Vx X y� r x J\ —I '< �x u , X 1 C h ,f, \ >\l� `� — /` X ;X-�< )K/ x� X <1 x I�\ REMOVE EX UTILITY TO TUNNEL v �`, ,X " _, X x` ' \x i, \X\ix .A/ X,�. /� �C! 'r j %�.`y�,�_X\_% O�L�PET� of � COUGHLIN PORTERLUNDEEN ' not A CONSULTING STRUCTURAL AND CIVIL ENGINEERING CORPORATION -. 801 SECOND AVENUE -SUITE 900 P: 206/343 -0460` 36936 tp ��' SEATTLE, WA 98104 F: 206/343 -5691 SOU T14 P O D T SECO DEVELOPMENT. INC. ONAL /r2 / '11J'127HAVE NE SUITE500, BELLEVUE 'AA 98000l — t 425.463 2000 1425 463 2002 _._. 0.1u'vannp C;2 w- ,V 46'54'50' E — 368.52' NO. SEE SHEET - C102 PERMIT CORRECTIONS #1 PERMIT CORRECTIONS #2 PERMIT CORRECTIONS #3 REVISION REMOVE ECO -BLOCK WALL' �r REMOVE EX SEWER STUB PROTECT EX SEWER MANHOLE GROUT REMOVED STUB INVERTS BSB 2/6/15 x S'RVE''IED: BSB 3/12/15 DESIGNED: BSB BSB 4/3/15 S` 9 DRAWN: LPL TZ r. m CHECKED: JNP BY DATE AP P R APPRmED: SCALE: AS NOTED ONE INCH AT FLI LL SCALE IF NOT ONE INCH SCALE ACCORDINGLY r, ,T - - ; N V, v 4 �� �.z L VGA! n ;c . LTA c nv '----REMOVE AND SALVAGE EX STORM CARTRIDGE FILTER VAULT (TO BE RE -USED SEE SHEET C301) SAWCUT AND REMOVE EX ASPHALT PAVING PROTECT EX CURB, SIDEWALK AND PLANTERS TO REMAIN -"—BEGIN CURB REMOVAL REMOVE EX CONCRETE PROTECT EX TREE AND PLANTERS TO REMAIN ^JL N . , REMOVE EX STONE WALK PROTECT EX TREE AND PLANTERS TO REMAIN REMOVE EX CONCRETE DRIVEWAY PROTECT EX TREE AND PLANTERS TO REMAIN PROTECT EX UTILITY VAULT AND MANHOLES PROTECT D( TREE END CURE REMOVAL /-PROTECT EX FIRE HYDRANT PROTECT EX CURB, SIDEWALK AND PLANTERS TO REMAIN ,f Call before you 41IJ) D g.8 -1 -1 0 10 20 40 or 1400 -424 -5555 UNDERGROUND SERVICE (USA) SCALE 12=20' Legend n PROPERTY UNE — - - - -- SAWCUTUNE REMOVE CURBING IIXIX X x x, REMOVE ASPHALT PAVEMENT REMOVE CONCRETE PAVEMENT 1 1 DEMOLISH BUILDING ArA. REMOVE TREE(S) - FENCING VERTICAL NAw 1988 HORIZONTAL N11D 1983/1991 j► % ,.�- CITY OF THE HOTEL AT SOUTHPORT • � RENTON RENTON WASHINGTON DATUM Planning /Building /Public Works Dept. DEMOLITION PLAN 1 1 12/22/2014 PAGIE: C101 D_ T c s f r Cc G z z 2 ,x V T r 4% z z Z 0 a D Z G7 2 C Im m z x w z Z. C S` 9 i r TZ r. m ^ m D_ T c s f r Cc G z z 2 ,x V T r 4% z z Z 0 a D Z G7 2 C Im m D T x w r .. S` i r TZ r. ^ rf w 4 D T cr 0 2 O Q w O z w�� NOTE: SHEETS C 1.00 - C 1.03 ASSUME ALEAVE- BEHIND CONDITION FROM THE EARLY GRADING SCOPE OF PROJECT (SEE SHEETS C2.00 -EG - C2.03 -EG). SHEETS C 1.00 - C 1.03 DEPICT THE REMAINING DEMOLITION TO OCCUR AFTER THE EARLY GRADING WORK IS COMPLETE. SEE SHEET - C101 Approved By: Date: _ Approved By: Date: _ Approved By: Date: _ Approved By: Date: L�PE?� � 0 36936 G"iS -IE Gt ONAL COUGHLIN PORTERLUNDEEN , A CONSULTING STRUCTURAL AND CIVIL ENGINEERING CORPORATION 801 SECOND AVENUE - SUITE 900 P: 206/343 -0460` SEATTLE, WA 98104 F: 206/343 -5691 SOUT14 PORT , 6 SECO DEVELOPMENT. INC. SEE SHEET - C103 PERMIT CORRECTIONS #1 BSB 2/6/15 SURVEYED: PERMIT CORRECTIONS #2 BSB 3/12/15 PERMIT CORRECTIONS #3 BSB 4/3/15 BSB DRAWN: 1113 1127H AN/E NE SUITE SOC LPL BELLEVUE 'NA ; 9&KA - -t-4-25-46-12-0X_ - - -_ - -- _ CHECKED: 4 425 403 2002 J N P NO. REVISION BY DATE APPR APB: Mu�vannyGZ'O- I REMOVE EX ASPHALT PAVING -� it - - I_E_ PROTECT EX VAULT DURING CONSTRUCTION ~ ' ,k x X, i 1 REMOVE EX 12" CULVERT - } i z i I` J i J 381605 i SCALE: YANG AS NOTED HORIZONTAL- NAD 1983/1991 :; ,z CITY OF THE HOTEL AT SOUTHPORT 12/22/ ' RENTON WASHINGTON P °°"� ML RENTON _ ONE INCH DATUM oa w+NG No: AT FULL SCALE Planning /Building /Public Works Dept. DEMOLITION PLAN C 1 C�2 IF NOT ONE INCH SCALE ACCORDINGLY SHEET: C X to L d J• T • T •Z �r T r "'x Z Z T z :Z x V �^ r ^x C r � O n z T .r a I { > r J• T • T •Z �r T r "'x Z Z T i i T T• x C v J v r _ C r - 2 • f C i i T T• H 2 H O Q J W 0 H 2 W 2 Call before you D g.8 -1 -1 i or 1- 800 - 424 -5555 / f UNDERGROUND SERVICE (USA) 0 10 20 40 SCALE 1 * =20' ^y 4 x \ \ PROTECT EX FENCE TO REMAIN NOTE: SHEETS CI.00 - C1.03 ASSUME ALEAVE- BEHIND CONDITION FROM THE EARLY GRADING SCOPE OF PROJECT (SEE SHEETS C2.00 -EG - C2.03 -EG). SHEETS C 1.00 - C 1.03 DEPICT THE REMAINING DEMOLITION TO OCCUR c P P: c N F P: T _ r. 1 n9 AFTER THE EARLY GRADING WORK IS COMPLETE. Approved By: Approved By: SEE SHEET - C102 REMOVE EX STORM STRUCTURES AND ASSOCIATED PIPING J _+G 7-0/V­ ' REMOVE EX STORM PIPE LLJ FOLLOWING NEW BY -PASS STORM SYSTEM INSTALLATION O SEE SHEETS C3.02 AND C3.03 Q 3: O w m �w �w REMOVE EX STORM STRUCTURES Cn AND ASSOCIATED PIPING x.. i REMOVE EX CURBING X � \f � x x #� X 'x ;x t x sC -��� \Rim PETS Mob Z 36936 IST ONAL • I/ 3 I Date: Date: Date: Date: 381606 PERMIT CORRECTIONS #1 BSB 2/6/15 SURVEYED: SCALE: DAM HORIZ�ONTAALL.• NAD 1983/1991 ,, _ CITY O F THE HOTEL AT SOUTHPORT 12/22/2014 DESrAED: COUGHLIN PORTERLUNDEEN PERMIT CORRECTIONS #2 BSB 3/12/15 BSB AS NOTED ,,z PERMIT CORRECTIONS #3 BSB 4/3/15 RENTON WASHINGTON ��°°" A CONSULTING STRUCTURAL AND CIVIL ENGINEERING CORPORATION DRAWN: RENTON 801 SECOND AVENUE -SUITE 900 P: 206/343 -0460 „° „2TH AVE NE SUITE 50C, LPL DRNAW N0; emu."`` s. :; .., BELLEVUE 'NA �4 ONE INCH DATUM - � l SEATTLE, WA 98104 F: 206/343 -5691 - - -- ' CHECKED: AT FULL SCALE Planning /Building /Public Works Dept. DEMOLITION PLAN c �; S O U T H P O R T 425 4fi3.2UJU ! f 425 4ti3 2002 IF NOT ONE INCH SGCO DEVELOPMENT. INC. JNP NO. REVISION BY DATE A P P R APPROWED: SCALE ACCORDINGLY SHEET: Of: Mulv.9nnyG2 cc. . X =. z li O Z� z c C _z m T m •r D C r ^7[ a• C � C r V � 4 > LaL 2 i• " Z > O a D 2 0 Z C ca m n x F S', 446 10� W r �v Sr ^ M •r D T li O C "l. D :Z T - T z 0 a D Z 0 Z C 3 m m n Z ' G � 0 . Z m Z C W _ '_ G C *milk Z m T m "l. D :Z T - T z 0 a D Z 0 Z C 3 m m n T x w ' G � 0 T m C W _ '_ G *milk T 0 T m c � 0 CL 2 O a J W 0 2 W 2 H Approved By: Approved By: 45.00 • - _ . TCH _ _ Approved y ... ................... -- 21.0 21.0 STING y _w SD #H I , CB TYPE I NEW PRECAST BULKHEAD CURB TO SADDLE EX 12" CPEP SD Approved : N ON EX BULKHEAD CONCRETE PAVEMENT pp B y SEE PA PLAN C501 -- -- - - - -_. -a � -- - - - - -- - -- - - -- .� - - " - ;IE 18 55 8 � N)SE / I IE =18.49 12 EX IN)S 50+00 53 +50 IE =18.45 12 „ EX OUT)N - / 5Q +50 r _ 51 +00 51 +50 N 46'54'50" E - 374.08' 52 +00 5250 53 +00 (23) CPEP SD @ 7,2% _ CD - -- _ _ 1 'CITY OF RENTON 8" CPEP - S9 _ �° J + ► 1 - , 22. 22.0 RIM TO GRADE CN 22.0 LITY EASEMENT `` 22.0 2 .0 22.0 2 .0 22.0 22.0 22. 21 I IE 18.81 TC 21.61 22.0 -.B 1 21 x 20k9 \ , '�R1 rIE DRAIN � CONFECT {i�P GIS \ 21. 74 .91 SEE PLUMBING TC 20.77 i BC 20.27 r FOR CONTINUATION 20.90 2014 . _.- ,21.13 � n -- 21.73 SD#G2, C SD# 3 CB TYPE I - i ! RIM 21.48 _ ' � i '� HOTEL ENTRY HOTEL ENTRY STORM FIL IE 19.31 8' OUT SE LEVEL 1 (LEVEL 1) W/ (4) 18 ( ) ( ) RIM 20.14 " ✓ _ _. IE 17.84 8 - 1 ✓_ 22.00 , 22.00 ■1 I �- Proposed Building 66 LF 8' CPEP SD 0 1 08% 4._ I e - S 2 CB TYPE I ✓ _ - I - -, .. _ , �- - Level -_ - -FF ,0- -- j Level 2 - FF 35.0 RIM 21.34 l _ � I IE 18.60 8' IN NW C:) 8" STORM ROOF DRAIN CONNECTION. IE =18.65 IE 18.60 8' IN NE �� 21.13 SEE MECH' FOR CONTINUATION IE 18.60 12 (OUT)SE �_ _ -_ -- - - -- - - - _ - - - - -- - - -- - - 21.59 20 LF 12' CPEP SD 0 1.0% i I S I CB TYPE RIM 21.44 IE 18.40 12'(IN)NW x j IE 18.40 8'�IN)SE IE 18.40 12 (OUT)SW CONNECT TO EX SDMH 22. ` 1 22.00 IE 18.30 12'(IN)NE 42 LF TRENM DRAIN LAND �- RIM 34.46 21.73 �, SEE IE 33.46 29 LF 8" CPEP SD 0 1.0% SEE MECH'L PLANS ` 21.73 FOR ROUTING THRU BLDG S I CB TYPE I I ;'��` 35.' 7 TO EX WATER QUALITY VAULT HOTEL ENTRY HOTEL ENTRY RIM 21.48 I - 1 ' LEVEL 2 ( ) (LEVEL 2) IE 18.69 8'(OUT)NW I ` I �,iJP DOOR J , j iANCE TO A5.0 ; •_ • L x \ �: 1: } 35.0 RIDG�I � 2.0 22.00 FF =22.00 FF= 22.00 \,2 --- FF =22.00 a I GENERATOR 34.88 1 1 % 34.88 a� 34.88 �i3,� BC 34.71 °•� BC 34.5 • • • � _ 3 �� 34.55 34.55 34.71 34.71 34.71 37.37 X21) 1 34.55 4. 4 15' CITY F RENTON-A,,. - - - -.� -- - -- - - - - -- - -- 0 1E 20.55 TRENCH ; UTILITY EASEMENT " 1 I IE -20.00 TRENCH - TC 34.74 • - BC 34.57 CAST -IN -PLACE CONCRETE BOX 45 F TRENCH DRAIN TC (DESIGN BUILD) RIM 21 55 i BC ONTECH LINEAR i +c' MATCH EX TC 20.93 TER CB 21.06 BC 20.43 CD Ln CARTRIDGES ` N - = OUT)N TC 21.15 �0 ! ` 20.52 BC 20.65 f: i 21.28 MATCH EX 21.70 I ,- TC 21.72 : ...... FF =22.00 BC 21.22 TC 21.88 FF =22.00 BC 21.38 21.44 - - H EX TC 21.99 BC 21.49 22.23; - 21.36 ,- - 22.69 N D5 4 ` TC 2J.561 21.43' BC 2 fi 22.48 'C 222.55 BC 2. MATCH EX E `C 23.52 �*TC 23:11 BC 2 3.0 2 BC 2:61 TC 23.70 BC 2 3.2 0 TC 23.80 f BC 23.30 TC 2 2.9 3 24.40 X4.23 BC 22.43 SCAPE PLANTER L SCAPE PLANS 2 9 BS 25,25,x- TC 25.17 •� BC 24-.67 - - G: 'J i _fiC 25.70 TC 26.26 BC 25.20 BC 25.76 4 34.07 - ` �6-` TC 26.58, TG 26.78 t BC 26.08 BC 2 H 0% 6.70 ' e� N < �,� � 27.27 , /7-- TC 27:.15 B4 26.65 _ ` ...-.. -27'x; 27 93 Q o t a _. 'C € INSTALLED ON TOP OF EX n SEE DETAIL . ,�' \ BC 34.47 TC 34.96 C 34.96 25 LF 12 CPEP 6310 N °� BC 34.46 TC 33.67 TUNNEL 18 STORM PENETRATION �� TC 34.76 - - -_ ------ ____ -- _T r_ _ _- TC 28.30 28. SD 0 33.3% 1 34.60 34.26 1' BC 33.17 32.50 ® EAST WALL OF BOX I ( 45 LF TRENCH DRAIN BC 34.6 BC 27$8 - TOP OF BOX LID EL= 19.04E M 2 00 w; 21.12 2" VENT LINE 4 TC 34.43 ._ _ - _ o �, TC 33.56 SEE DETAIL 1.5% ! 0 58 LF TRENCH DRAIN '� 28.4 IE= 16.75± (IN)E - C310 - - TC 34.66 C 33.0 _,_ �, BC 27.75.. 2.1 % 3.0% �� -- 1.2% ; - -, BC 34.26 ` TC 34.92 PORTE COCHERE DRAINAGE 28 ----� BOX TO BE BURIED UNDER - _ �� / BC 34.42 RIM 34.46 BC 34.16 CONNECTION 8 CPEP SDC 28.5 13 STRUCTURAL BACKFILL O " 22.00 ! IE 33.46 - 1g- C 8 LF 8 CPEP S A4 fiYP I TC 35.21 C 35.13 Tc 34.31- RIM TO GRADE IE �9-~+ W NO SURFACE ACCESS ' I BC 34.63 SEE MECH L PLANS °9 W/ NO ®10.0% RI�I 21.55: "t BC 34.71 BC 33.81 n TC 30.03 0 n FOR ROUTING THRU 8 CPEP SD POC SD#A 160" MANHOLE �+ ( 56 LF 8 CPEP IE; 20.10 6 IN)TRENCH BC 29.53 ,- + x BUILDING TO STORM IE 27.20 0 4.0% } T SD ®1.07% IE 19.40 8" OUT)SW 34.55 .�� 2 % 2 W/ DUPLEX PUMPS 33 19 SEE DETAIL RIM 21.5± IC31 11 IE 12.50 15: IE 19.00 12' OUT)SW SD#A2, CONTECH STORM t� FILTER 96 " MANHOLE W/ (11) 27- O CARTRIDGES RIM 21.43 IE 15.85 15' IN SE 22.00 IE 18.00 8 IN)NE IE 12.75 15 (OUT)SW SD#B I CB TYPE 11-48" RIM 21.54 w 1 IN )SE 16.10 5 SE IE 16.10 15' OUT)NW 21.66 womb z J� 36936 GI's xt Vc � \y, 0 TC 34 74 34.55 34.70 FILTER MANHOLE 33.74 SEE MECH L N 4 7' /��i - - - - -- -_ - BC 34.57 - - - _ FOR CONIN TIO ,- .,, , .._ 29.55 -� 29.05 29, 1 COMPAC>DI� 34.84 34.23 0� "� 32.48 31.28 30.92 1 i _4_ 29.90 30 - - --t 29.80 'f5.1,- :."'-:. -, .. o •.\ " t 30.`0 `f o 10 LF 8 CPEP I I; _ DA3 CB TYP 1 -+ f SD 2. COMPACTOR I ` 29.80 " " Raul 21.00 I �' TC 34.88 TC 34.35 TC 33.46 TC 32.91 TC 32.45 29.90 29.30 2� LF �� : n BC 34.71 BC 34.18 $C 33.29 BC 32.74 BC 32.28 ,,� TC 3 .09 , :1 I TC :29.90 ING I� 19.55 6 IN TR CH OUTLINE OF BUILD BEL - = -- - -- - - - - - -- ___ _ - -- - - -- - - -- - __ _ - �____ _._�___ - - _ BC 30.67 CPEP 3 BC 29.40 -- 11 a JE 1-8.80 8" E- 0 22.00 " - - - 32.52 =) 22.00 IE 18.80 8 OUT)SW 22.00 22.00 ` 32.98 0 5 4 34. 4. 9 34.99 3.99 9 3 4 9 3 .42 33.53 3 5 .~ 0.34 22.00. N' 40'54 50 " E - 368.52' 21.9 - - - -- - Y30. 6 21:92 UTILITY X ING SITE STAIRS ±. 2 .969 ' 15 SD IE 17.26 21.98`{ r HOTEL ENTRY a I v ; _ __..__._ ____._..__._______. -____ _ _ ___�.�..�„ --- -__.__ _ -- _._ ___.__ 31.06., YR TOP ___ ___ EVEL 1 - TC .5` 1. 30.96 BC 2a -� V _W /_ ETHOFOAM PAD . . : TRENCH D IN -- - - -- - - - - -- _ - -- - -- - -- -- - -- - -- - - - - �-{-- 31.0 00 . RIM 30.61. kE 29.61 SEE SHEET - C302 COUGHLIN PORTERLUNDEENi A CONSULTING STRUCTURAL AND CIVIL ENGINEERING CORPORATION 801 SECOND AVENUE -SUITE 900 P: 206/343 - 0460` SEATTLE, WA 98104 F: 206/343 -5691 SOUT14 P O R T b SEGO DEVELOPMENT. INC_ PERMIT CORRECTIONS #1 BSB 2/6/15 SURVEYED: SCALE: PERMIT CORRECTIONS #2 BSB 3/12/15 AS NOTED PERMIT CORRECTIONS #3 BSB 4/3/15 BSB DRAW 11131127HAVE NE SUTE50G LPL ONE INCH aEUEVUE NA 980a4 CHECKED: AT FULL SCALE (4254632000 !42546320022 J N P IF NOT ONE ,NCH NO. REVISION BY DATE A P P R 'COVED' SCALE ACCORDINGLY kiU,VAf,ny G, •»T I SD #G 1. CB TYPE I W/ SOLID LOCKING LID TO SADDLE EX 8" CPEP SD RIM 20.86 IE 17.82 EX 8 "(OUT)N MATCH EX 27.37 28.03 28.37 28.61 29.71 "MATCH EX SD#F I 9 CB TYPE I CONNECT TO EX 12" STORM PIPE DRAINS TO EXISTING WATER QUALITY VAULT PER MASTER PLAN RIM 30.94 IE 27.00 8� IN SW IE 29.01 6 IN )S (TRENCH) EX FF =30.00 IE 25.90 12 (OUT)SE 9.66 WATCH EX IG Date: Date Date Date: 4 1- A,- f Call before 4j you D g.8 -1 -1 0 10 20 40 or 1- 800- 424 -5555 UNDERGROUND SERVICE (USA) SCALE 12 =20' Legend PROPERTY LINE _- BUILDING ASPHALT PAVEMENT CONCRETE PAVEMENT EX CONTOUR (INDEX) -4 EX CONTOUR 55 CONTOUR (INDEX) 54 CONTOUR 55.24 TC 56.78 TW 65.25 SPOT ELEVATION BC 56.28 BW 56.28 * SPOT AT TOP OF PAVEMENT (UNLESS OTHERWISE NOTED) - RIDGE - -- - GRADE BREAK VALLEY " CPEP SD 0 xx% STORM DRAINAGE PIPE • YD /CO /CB /CB 2 /MH SANITARY SEWER SANITARY MH /CO WATER MAIN • FH /FDC /PIV/VALVE WATER VAULT /METER 1 1 1 "° "DV° 19M THE HOTEL AT SOUTHPORT HORIZONT1IL: WD 1993/1991 ;, ,� CITY � RENTON RENTON WASHINGTON _ DATUM Planning /Building /Public Works Dept. GRADING AND STORM DRAINAGE PLAN 12/22/2D14 PAGE C301 X OF ZZ Z YJ Z ?Z C r ! Z m Z m > 1 D T T � =s Z D D Z G1 Z C 3 m m OC f C - R Z C~ 1 z- x = x - 7 J �= a �r 4 I D C T T T � r r 20.30 20.37 - - 'C € INSTALLED ON TOP OF EX n SEE DETAIL . ,�' \ BC 34.47 TC 34.96 C 34.96 25 LF 12 CPEP 6310 N °� BC 34.46 TC 33.67 TUNNEL 18 STORM PENETRATION �� TC 34.76 - - -_ ------ ____ -- _T r_ _ _- TC 28.30 28. SD 0 33.3% 1 34.60 34.26 1' BC 33.17 32.50 ® EAST WALL OF BOX I ( 45 LF TRENCH DRAIN BC 34.6 BC 27$8 - TOP OF BOX LID EL= 19.04E M 2 00 w; 21.12 2" VENT LINE 4 TC 34.43 ._ _ - _ o �, TC 33.56 SEE DETAIL 1.5% ! 0 58 LF TRENCH DRAIN '� 28.4 IE= 16.75± (IN)E - C310 - - TC 34.66 C 33.0 _,_ �, BC 27.75.. 2.1 % 3.0% �� -- 1.2% ; - -, BC 34.26 ` TC 34.92 PORTE COCHERE DRAINAGE 28 ----� BOX TO BE BURIED UNDER - _ �� / BC 34.42 RIM 34.46 BC 34.16 CONNECTION 8 CPEP SDC 28.5 13 STRUCTURAL BACKFILL O " 22.00 ! IE 33.46 - 1g- C 8 LF 8 CPEP S A4 fiYP I TC 35.21 C 35.13 Tc 34.31- RIM TO GRADE IE �9-~+ W NO SURFACE ACCESS ' I BC 34.63 SEE MECH L PLANS °9 W/ NO ®10.0% RI�I 21.55: "t BC 34.71 BC 33.81 n TC 30.03 0 n FOR ROUTING THRU 8 CPEP SD POC SD#A 160" MANHOLE �+ ( 56 LF 8 CPEP IE; 20.10 6 IN)TRENCH BC 29.53 ,- + x BUILDING TO STORM IE 27.20 0 4.0% } T SD ®1.07% IE 19.40 8" OUT)SW 34.55 .�� 2 % 2 W/ DUPLEX PUMPS 33 19 SEE DETAIL RIM 21.5± IC31 11 IE 12.50 15: IE 19.00 12' OUT)SW SD#A2, CONTECH STORM t� FILTER 96 " MANHOLE W/ (11) 27- O CARTRIDGES RIM 21.43 IE 15.85 15' IN SE 22.00 IE 18.00 8 IN)NE IE 12.75 15 (OUT)SW SD#B I CB TYPE 11-48" RIM 21.54 w 1 IN )SE 16.10 5 SE IE 16.10 15' OUT)NW 21.66 womb z J� 36936 GI's xt Vc � \y, 0 TC 34 74 34.55 34.70 FILTER MANHOLE 33.74 SEE MECH L N 4 7' /��i - - - - -- -_ - BC 34.57 - - - _ FOR CONIN TIO ,- .,, , .._ 29.55 -� 29.05 29, 1 COMPAC>DI� 34.84 34.23 0� "� 32.48 31.28 30.92 1 i _4_ 29.90 30 - - --t 29.80 'f5.1,- :."'-:. -, .. o •.\ " t 30.`0 `f o 10 LF 8 CPEP I I; _ DA3 CB TYP 1 -+ f SD 2. COMPACTOR I ` 29.80 " " Raul 21.00 I �' TC 34.88 TC 34.35 TC 33.46 TC 32.91 TC 32.45 29.90 29.30 2� LF �� : n BC 34.71 BC 34.18 $C 33.29 BC 32.74 BC 32.28 ,,� TC 3 .09 , :1 I TC :29.90 ING I� 19.55 6 IN TR CH OUTLINE OF BUILD BEL - = -- - -- - - - - - -- ___ _ - -- - - -- - - -- - __ _ - �____ _._�___ - - _ BC 30.67 CPEP 3 BC 29.40 -- 11 a JE 1-8.80 8" E- 0 22.00 " - - - 32.52 =) 22.00 IE 18.80 8 OUT)SW 22.00 22.00 ` 32.98 0 5 4 34. 4. 9 34.99 3.99 9 3 4 9 3 .42 33.53 3 5 .~ 0.34 22.00. N' 40'54 50 " E - 368.52' 21.9 - - - -- - Y30. 6 21:92 UTILITY X ING SITE STAIRS ±. 2 .969 ' 15 SD IE 17.26 21.98`{ r HOTEL ENTRY a I v ; _ __..__._ ____._..__._______. -____ _ _ ___�.�..�„ --- -__.__ _ -- _._ ___.__ 31.06., YR TOP ___ ___ EVEL 1 - TC .5` 1. 30.96 BC 2a -� V _W /_ ETHOFOAM PAD . . : TRENCH D IN -- - - -- - - - - -- _ - -- - -- - -- -- - -- - -- - - - - �-{-- 31.0 00 . RIM 30.61. kE 29.61 SEE SHEET - C302 COUGHLIN PORTERLUNDEENi A CONSULTING STRUCTURAL AND CIVIL ENGINEERING CORPORATION 801 SECOND AVENUE -SUITE 900 P: 206/343 - 0460` SEATTLE, WA 98104 F: 206/343 -5691 SOUT14 P O R T b SEGO DEVELOPMENT. INC_ PERMIT CORRECTIONS #1 BSB 2/6/15 SURVEYED: SCALE: PERMIT CORRECTIONS #2 BSB 3/12/15 AS NOTED PERMIT CORRECTIONS #3 BSB 4/3/15 BSB DRAW 11131127HAVE NE SUTE50G LPL ONE INCH aEUEVUE NA 980a4 CHECKED: AT FULL SCALE (4254632000 !42546320022 J N P IF NOT ONE ,NCH NO. REVISION BY DATE A P P R 'COVED' SCALE ACCORDINGLY kiU,VAf,ny G, •»T I SD #G 1. CB TYPE I W/ SOLID LOCKING LID TO SADDLE EX 8" CPEP SD RIM 20.86 IE 17.82 EX 8 "(OUT)N MATCH EX 27.37 28.03 28.37 28.61 29.71 "MATCH EX SD#F I 9 CB TYPE I CONNECT TO EX 12" STORM PIPE DRAINS TO EXISTING WATER QUALITY VAULT PER MASTER PLAN RIM 30.94 IE 27.00 8� IN SW IE 29.01 6 IN )S (TRENCH) EX FF =30.00 IE 25.90 12 (OUT)SE 9.66 WATCH EX IG Date: Date Date Date: 4 1- A,- f Call before 4j you D g.8 -1 -1 0 10 20 40 or 1- 800- 424 -5555 UNDERGROUND SERVICE (USA) SCALE 12 =20' Legend PROPERTY LINE _- BUILDING ASPHALT PAVEMENT CONCRETE PAVEMENT EX CONTOUR (INDEX) -4 EX CONTOUR 55 CONTOUR (INDEX) 54 CONTOUR 55.24 TC 56.78 TW 65.25 SPOT ELEVATION BC 56.28 BW 56.28 * SPOT AT TOP OF PAVEMENT (UNLESS OTHERWISE NOTED) - RIDGE - -- - GRADE BREAK VALLEY " CPEP SD 0 xx% STORM DRAINAGE PIPE • YD /CO /CB /CB 2 /MH SANITARY SEWER SANITARY MH /CO WATER MAIN • FH /FDC /PIV/VALVE WATER VAULT /METER 1 1 1 "° "DV° 19M THE HOTEL AT SOUTHPORT HORIZONT1IL: WD 1993/1991 ;, ,� CITY � RENTON RENTON WASHINGTON _ DATUM Planning /Building /Public Works Dept. GRADING AND STORM DRAINAGE PLAN 12/22/2D14 PAGE C301 X OF ZZ Z YJ Z ?Z C r ! Z m Z m > 1 D T T � =s Z D D Z G1 Z C 3 m m OC f C - R Z C~ 1 z- x = x - 7 J �= a �r 4 I D C T T T � r r COUGHLIN PORTERLUNDEENi A CONSULTING STRUCTURAL AND CIVIL ENGINEERING CORPORATION 801 SECOND AVENUE -SUITE 900 P: 206/343 - 0460` SEATTLE, WA 98104 F: 206/343 -5691 SOUT14 P O R T b SEGO DEVELOPMENT. INC_ PERMIT CORRECTIONS #1 BSB 2/6/15 SURVEYED: SCALE: PERMIT CORRECTIONS #2 BSB 3/12/15 AS NOTED PERMIT CORRECTIONS #3 BSB 4/3/15 BSB DRAW 11131127HAVE NE SUTE50G LPL ONE INCH aEUEVUE NA 980a4 CHECKED: AT FULL SCALE (4254632000 !42546320022 J N P IF NOT ONE ,NCH NO. REVISION BY DATE A P P R 'COVED' SCALE ACCORDINGLY kiU,VAf,ny G, •»T I SD #G 1. CB TYPE I W/ SOLID LOCKING LID TO SADDLE EX 8" CPEP SD RIM 20.86 IE 17.82 EX 8 "(OUT)N MATCH EX 27.37 28.03 28.37 28.61 29.71 "MATCH EX SD#F I 9 CB TYPE I CONNECT TO EX 12" STORM PIPE DRAINS TO EXISTING WATER QUALITY VAULT PER MASTER PLAN RIM 30.94 IE 27.00 8� IN SW IE 29.01 6 IN )S (TRENCH) EX FF =30.00 IE 25.90 12 (OUT)SE 9.66 WATCH EX IG Date: Date Date Date: 4 1- A,- f Call before 4j you D g.8 -1 -1 0 10 20 40 or 1- 800- 424 -5555 UNDERGROUND SERVICE (USA) SCALE 12 =20' Legend PROPERTY LINE _- BUILDING ASPHALT PAVEMENT CONCRETE PAVEMENT EX CONTOUR (INDEX) -4 EX CONTOUR 55 CONTOUR (INDEX) 54 CONTOUR 55.24 TC 56.78 TW 65.25 SPOT ELEVATION BC 56.28 BW 56.28 * SPOT AT TOP OF PAVEMENT (UNLESS OTHERWISE NOTED) - RIDGE - -- - GRADE BREAK VALLEY " CPEP SD 0 xx% STORM DRAINAGE PIPE • YD /CO /CB /CB 2 /MH SANITARY SEWER SANITARY MH /CO WATER MAIN • FH /FDC /PIV/VALVE WATER VAULT /METER 1 1 1 "° "DV° 19M THE HOTEL AT SOUTHPORT HORIZONT1IL: WD 1993/1991 ;, ,� CITY � RENTON RENTON WASHINGTON _ DATUM Planning /Building /Public Works Dept. GRADING AND STORM DRAINAGE PLAN 12/22/2D14 PAGE C301 X OF ZZ Z YJ Z ?Z C r ! Z m Z m > 1 D T T � =s Z D D Z G1 Z C 3 m m OC f C - R Z C~ 1 z- x = x - 7 J �= a �r 4 I D C T T T � r r SD #G 1. CB TYPE I W/ SOLID LOCKING LID TO SADDLE EX 8" CPEP SD RIM 20.86 IE 17.82 EX 8 "(OUT)N MATCH EX 27.37 28.03 28.37 28.61 29.71 "MATCH EX SD#F I 9 CB TYPE I CONNECT TO EX 12" STORM PIPE DRAINS TO EXISTING WATER QUALITY VAULT PER MASTER PLAN RIM 30.94 IE 27.00 8� IN SW IE 29.01 6 IN )S (TRENCH) EX FF =30.00 IE 25.90 12 (OUT)SE 9.66 WATCH EX IG Date: Date Date Date: 4 1- A,- f Call before 4j you D g.8 -1 -1 0 10 20 40 or 1- 800- 424 -5555 UNDERGROUND SERVICE (USA) SCALE 12 =20' Legend PROPERTY LINE _- BUILDING ASPHALT PAVEMENT CONCRETE PAVEMENT EX CONTOUR (INDEX) -4 EX CONTOUR 55 CONTOUR (INDEX) 54 CONTOUR 55.24 TC 56.78 TW 65.25 SPOT ELEVATION BC 56.28 BW 56.28 * SPOT AT TOP OF PAVEMENT (UNLESS OTHERWISE NOTED) - RIDGE - -- - GRADE BREAK VALLEY " CPEP SD 0 xx% STORM DRAINAGE PIPE • YD /CO /CB /CB 2 /MH SANITARY SEWER SANITARY MH /CO WATER MAIN • FH /FDC /PIV/VALVE WATER VAULT /METER 1 1 1 "° "DV° 19M THE HOTEL AT SOUTHPORT HORIZONT1IL: WD 1993/1991 ;, ,� CITY � RENTON RENTON WASHINGTON _ DATUM Planning /Building /Public Works Dept. GRADING AND STORM DRAINAGE PLAN 12/22/2D14 PAGE C301 X OF ZZ Z YJ Z ?Z C r ! Z m Z m > 1 D T T � =s Z D D Z G1 Z C 3 m m OC f C - R Z C~ 1 z- x = x - 7 J �= a �r 4 I D C T T T � r r 1 1 1 "° "DV° 19M THE HOTEL AT SOUTHPORT HORIZONT1IL: WD 1993/1991 ;, ,� CITY � RENTON RENTON WASHINGTON _ DATUM Planning /Building /Public Works Dept. GRADING AND STORM DRAINAGE PLAN 12/22/2D14 PAGE C301 X OF ZZ Z YJ Z ?Z C r ! Z m Z m > 1 D T T � =s Z D D Z G1 Z C 3 m m OC f C - R Z C~ 1 z- x = x - 7 J �= a �r 4 I D C T T T � r r 1 D T T � =s Z D D Z G1 Z C 3 m m OC f C - R Z C~ 1 z- x = x - 7 J �= a �r 4 I D C T T T � r r I D C T T T � r r 0 IL 2 O Q w O z w z O�'L aPEl� �0 36936 COUGHLIN PORTERLVNDEEN A CONSULTING STRUCTURAL AND CIVIL ENGINEERING CORPORATION 801 SECOND AVENUE - SUITE 900 P: 206/343 -0460 r =.. 1SEATTLE, WA 98104 F: 206/343 -5691 SOUTU P O n T ` r/ SECO DEVELOPMENT, INC. 1110 112TH AVE NE : SU TE 5W SFL<_f JLJF.'6A ; RA^oa t 4 _5.463.2000 I f4-25.46-4-24X2 Muh•arnyG2 corn NO. PERMIT CORRECTIONS #1 PERMIT CORRECTIONS #2 PERMIT CORRECTIONS #3 REVISION SEE SHEET - C303 BSB BSB BSB 2/6/15 3/1 �/3 BY I DATE 381609 PARKING LOT AND ASSOCIATED CONVEYANCE SYSTEM ARE TEMPORARY AND MAY NOT BE CONSTRUCTED PENDING TIMING OF FUTURE OFFICE AND PARKING GARAGE CONSTRUCTION EXISTING WATER QUAILITY VAULT IS TO BE RETROFITTED PER CITY OF RENTON AMENDMENT TO KCSWDM SECTION 6.4.2. AT A LATER DATE IS USED IS REQUIRED SURYEYED: SchLE: OF THE HOTEL AT SOUTHPORT �� DESIGNED: AS NOTED HORIZONTAL: NAD 1983/1991 4� _ CITY 12-22-2014 �� RENTON WASHINGTONL0e001 BSB RENTON _ DRAWN: �_ PAGE: LPL L ONE INCH DATU M DWYMING N0: CHECKED: JNP AT FULL SCALE Planning /Building /Public Works Dept. GRADING AND STORM DRAINAGE PLAN 0302 IF NOT ONE INCH A P P R APPROVED: SCALE ACCORDINGLY SHEET: OF: X �• L 'z +n ' f c z� c w Z C r w z m z m T F _ z T z 2 Z z 0 a D Z G1 Z C 3 m m v m Z r � C x 77 ' f c c w O v m Z r � C 0 2 O Q J W 0 H 2 W 2 Call before you D g.8 -1 -1 i or 1- 800 -424 -5555 044) / UNDERGROUND SERVICE (USA) 0 0 20 40 Approved By: I Approved By: Dare: Dare: Dare: Da e: -4 "'-I 11 i �.. - YYfri - - N.'.. .'i.r.r eiFFfii •. �•:. I...:.:. ::f... . . .:.. .. / _ _ t- . ......... ... ...... . _ j +-W � _... t _ :.... . -12 (N )NE -- l� 19.78 1 9UT _ .. 22-0', x N OIL' �PE�� not -o 36936 C /STE�� Ap�/ COUGH LI N PORTERLV N DEEN �� A CONSULTING STRUCTURAL AND C AIL ENGINEERING CORPORATION 801 SECOND AVENUE - SUITE 900 P: 206/343 -0460 "f<% SEATTLE, WA 98104 F: 206/343 -5691 F2 T SECO DEVELOPMENT. INC. 1110 112 EH AVE. NE SUITE'--0L',:: SELLEVIlE. WA 1 380@: ------------------------------------------ - - - - -- - -• - -" ±425.463.20--',O.; , a2s as32W2 Muh,annyG2 Cr,,n 1 PERMIT CORRECTIONS #1 PERMIT CORRECTIONS #2 PERMIT CORRECTIONS #3 NO. I REVISION SD #B7 CB TYPE RIM 21.10 R 1610 38 IE 18.70 12" IN NE IF �$ -7n i2 ��uT)� r .. _ _ . ............. BSB 2/6/15 BSB 3/12/15 BSB 4/3/15 BY I DATE SURVEYED: DESIGNED: BSB DRAWN: LPL CHECKED: JNP A P P R I APPROVED: ScuE: AS NCTED ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/1991 DATU M PARKING LOT AND ASSOCIATED CONVEYANCE SYSTEM ARE TEMPORARY AND MAY NOT BE CONSTRUCTED PENDING TIMING OF FUTURE OFFICE AND PARKING GARAGE CONSTRUCTION EXISTING WATER QUAILITY VAULT IS TO BE RETROFITTED PER CITY OF RENTON AMENDMENT TO KCSWDM SECTION 6.4.2. AT A LATER DATE IS USED IS REQUIRED M CITY OF RENTON Planning /Building /Public Works Dept THE HOTEL AT SOUTHPORT RENTON WASHINGTON GRADING AND STORM DRAINAGE PLAN 12.22.2014 PA E: owAwIING NO: (X-" SHEET: OF: X D �, ac T 1 < f • _ r -Z z O a a z 0 z c ic m m D x w v �z ST i n ^. z L- r C f T ca =z m T m D �, ac T 1 < f • _ r -Z z O a a z 0 z c ic m m D T x w v r, T i n ^. O - w � f T v r, T F- -------- Approved By: Date: G. 7. Approved By: Date: BASIN FP.41& k'40 VANED GRAIE -T, ;inilt �4p* x3ow. rr+ PIPE ALLOWANCES HANDI-11C)L D Approved By: Date: 16, SID 6, RECr ANGULAR ADA.ISTIVIENT SFCTIC),N PIPE MATERIAL IETER FRAME AND VANED GRATE DAM OR CIR CLA-AR ADJUSTMEN T sir TP-�N GROUT TYP1CAL( SEE N07Et,, Approved By: Date: L171- 4F C Z IT** 5 �D, I ?I_ "A Z LA T S -AS TOP it T lt� J- J 4- F SSF < a LL W 6(f A- -`tJl T. A 4' 2!' W "lick. MORTAR fTYP.; F 1 NAI PRO '� A. Motai and Concrete Pipe - SVOr or nwxw" . HX A3r &I NEENAH LOCKING FRAME FIR FIDE & GRATE CAT. -04F v", aAR Hz,-)OF F;-fR i- kFif I-T NOW- .............. .. Vlexlnle Pipe NICTES: T�NO *3 BAR HC Way, MIAX 14FJr7-4-7 J[ 7 'o -0 -0. Provide SuPp4Lx1,jtWef bauelS, I > W, r ?t v%X) 2. Hit-to ;an: rider ha .;nches. RECTANGULAR ADJUSTMENT SECTION 3 Cornoact oedcIng raterial to 95't max, density ale ly j I ise rr.l,-i, % -LJ@ 18" O.C. over plr*. riand tarn-C) only, -b" In sanitar-Y 4, See 'FxcdvatIor- and Prer-waflon of T� w-y- #5 30 T 'AP"NA -1-:-ET - rr,- NAORTAR F !iewers 5ection of :r,e sLanda-d WSL Y spec hr I -al 'wench wk." W and -renchiric Pic on-. for 0 Y PVT zotC 4ET_1t*1#G X NOTES L 7 #5 LONG. -y r- i op*>r1-.,, P4- pipe totie will he Irie aclual Ire- wldfh� P F ........ .... -(-�-pl4blc altemtid ilic, r-ebor --how�-, If.,, the. PRECAST BASE The tr-InI-rur-i co-c,eie ovIdth st*wl De I.0 *F*. 46- As a(-�, pul"Mm af ceo a 5. TrenC.p. baCkflN Sp�& c(yoforrtl to "BaCijlill' . , - - '% O rt:, - -,., , -,- - 11 % i TION. fibers fpld accordinc or-k1111 , I - e sewef I BASE COURSE SEPARATE BASoF 'Cjndalw�-, v�or SEC _4 to ffie SiL Spwificati)i I IINTEGRA� tRASE rer�ches" Ir �tv !jarll�ay sewers secloti Le, U-w-- -i rr1Inlm[jvn arr;a r-,�i sqti,:jr(,,k llnc�b+-Lis per fr�,,*t shaj CAST-Ot-PLACE PRECAST RISER 6" COMPACTED TRENCH be L]SeC WM7 ti',e, 111111,11rTiurr: required nebarshow�i In tht� ALTERNATIVE 'NSD0T!'APVWA stanoa-d sDecllcations. except that -ocks or lu!Tios larger than 11' per foot of pipe PRECAST BASE SEC'"ON. Wire mesh shall not L I In t�i ON PlIp* - &Mh InstallIation used In tt* bacAlll -naterial. TRENCH IWERTS AND SLOPE PER PLAN E,� 1-- C` R NE I- 6. See "Seddim; MaterIal for 571exible IPIpa'Ira9qrcar1cs 4P. -10 -- - - -- - -10- -4 )11- 5ectiv, Uf WS['110T.�APIAA standard sLm0f1cWIon5 211". Knfxkoui, f- the 1 '41 if,- K� have a wal VikKness of 2" ini urn to 2. 1 nuin• ProviLle a �.5" SEPARATE BASE PRECAST W 0 Z W CATCH BASIN DIMENSIOUS CATCH PIPf NIATF-PJA:. WITH MAXIMOM INSIDE DlAPv1F7FR BASIN I Pipe MINIMUM BASE REINC-ORC ING SIEE- BASN WA-LL BASE KNOCKOUT C48TANCE V�0% 114 EACO ARE f 1 ION UAW TIER TWKNESS THICKNE SIZE E'roVEEN a - 7----1 d '1NTFGF?At. {diameter} 102" to 180 "8 " 54' INUCKOU, IS pSf..:PARATF- BA F EL%5 4 8- 4' 60 pipe - arch 54, ca Z 0.i4 14 M Z 8 . ... .. . ...... t 0.24 84� 6' 6 0 - 54- J6' go-, 60' 7 2, 43ko, t 1w 84* span .,'3 12, h4' 12, all ; -, of The f- nilt-IIII-nom gap hetw�oen the krux.knotwc -ind thy; ouIAJe pip,,. J Ipe NICT3ES: Afte!, tfif lriiAed� fill the gap With mortar In acc -rdamlf�' q. yy �pe 01�2,e ccimpactlo,,- 11mits stnown �ori IhIs plap we for qlpc E A( 14 AL 'o.41tirt Sian(jarc -dicaillon �-4, 3. C01nV'1brZ.Ion In ar' erlibankment, '-or p1pe arinsiracilor NTS Irr. -,It�erlv7 Ihe horl,?.ontal llroll-? of II-e Lilt,* oor, Dad 4- nluir depth Irom flie finist rade lu ffie lowe-st pipe, inve-i The waxi, . tune s n a I I z e tn, e wa INS of tt i e t r e n<n,, s h� 2. All stcefl ;4no ali-k-i-InIT-f- PIP-0 and shall hf; Trench Drain Section lnwallef� If, accx-,i-dance with de,,�,Ign'A, E-A,--H NAY 4. The 1--arle and .grate rr,,�-ist be Installed wlih the tiangc-i! dr�mvr, Corli,-,rele plgpo wlih ! hall tie -771 3acklll material placed In 0.5 loose Iayer% and With di,-sI9,5 A, in 95',,o rvaxIrn.,;m den,,4y. PRECAST BASE SECTION Tt-ie Pfecast Baie Se,,Aor, inay kave a otindt�-d ltocoi and the. walls nr,,av hc- 4iperl it a ratc of i 1�14 or , t)lx)r. 4, plal,-;or wltv, c1roalar Tel-ttxr;ernen� s,, rail b 1� smlled ,,vfth deslqn A, Metro-:1 8 or C compaction (VVSD0-,,APWA', warielaid specIfications,) t:-,. The �-perdngzsfiall be rneasun;-c iit the toc.. Est the precast base s�e-ctlort. i-4 I I e 0 U t S 1 d e d I a "M e f e f a 11 liar . u�,,!.slafe s-parl ut ulpe--arth, dlrnwnwItxi,,i shown a,� H S! 11L -, Q -tt p aC n Q hull "0 4�0 , 1 4: Niumu U alml I lob V "d-- Deer? --eu. D �,,,O, 4lt�n -3 q-,,aylmjm shall oe C. .rnlfll 0Z, equifls NOTE 3 1• No steps are required when height is 4' or less. 2. The batkxn of the precast catch basin may be sloped to facilitate cleaning. 3. The rectangular frame and grate rrum be instated 4th the flange down. The ft3ff* may be cast Into the adpsoTient secIllori. 4. Knockouts shall have a wa@ Olickness of 2* mir4mum to 2-5- ma)*mrrL Provide a 1.5' rrdr*Ttum W between the knockout wal and the outside of the pipe. After the pipe Is Instated. fO the W with joint mortar In accordance *0 Standard SpecOca#on 9-04a PIPE ALLOWANCES r-'ATCH PIPf NIATF-PJA:. WITH MAXIMOM INSIDE DlAPv1F7FR BASIN I Pipe N I I , 130d:D ` CYSSP WALI. PIRCIF11,1F INALL DIAIMIETER , - -- F Al Wiade Iflus Lit' Standard Specification 9-4)4.5�. -71 FAR ; 7,%-iRNFP P, P * -, V PVC circular pipe 12" to 24- conc, LCPE, CMP 30" to 96" 12" diam, ;2 W W Z {diameter} 102" to 180 "8 " 54' 30" 31Y 30' 2 -,r 60 pipe - arch 42' J61 ca Z ,41 AX M Z . ... .. . ...... t 1 4 84� 6 0 - 54- J6' go-, 60' 7 2, 43ko, t 1w 43- to 142- An gram wigs, risers, and castings shah be set in mortar in accordance with T) 1`1i*---- Standard SMcilcation 9-04.3. Q, ;�a"aWd P*uihAemo SLonr Sewer Plpe� 1,Sirl. Spec. ��.05.20J i Stal. spe"c'. 1-0!�. 12( 1 )t SEE NOTE I (ILI) Sk-1. Spec. 9-05. t 2J2)) ALTERNATIVE PRECAST BASE SECTION SM. PLAN 201.00 STD. PLAN 220.00 STD. PLAN 200.00 PUBLIC WORKS CATCH BASIN TYPE 2 P 7 H 1,1C, W OR K PIPE COMPACTION Pt- B1JC WORKS CATCH BASIN TYPE I • DEPARTMENT 1) H-l-'ARPMENT DEPARTMENT DESIGN AND BACKFILL MARCH 2008 -MARCH -2008 MARCH 2008 t I I I City of Renton Std Plan 201.00 City of Renton Std Plan 220.00 City of Renton Std Plan 200.00 Catch Basin Type 2 Pipe Backfil1 Catch Basin Type 1 7 FINISHED GRADE -\ PLASTIC VALVE BOX SET FLUSH W/ FINISHED ® GRAVEL -7777-�-, -777-77 W/ 8" DIA LID LANDSCAPE GRADE WALKWAY �� � A � FINISHED GRADE 3 1.4 18" ,/--THREADED CAP ® PAVING 00 NTS 12" Not Used CONIC. CL. 5 (3/4) 2" PEA GRAVEL FILTER FABRIC 8"0 DIP FIBRE JOINT PACKING 45- (1/8) BEND --0- 1/2" 10" 9" 0 2" RAISED 1/8 BEND , 0- 5/8" LETTERS IN LANDSCAPE AREAS 1.48 3/4"0.] 1 - SDCO-STORM DIA PER PLAN SSCO-SANITARY 4" DCO 7 1/8- RAISED J 3-/4 11 1/2- WIDE 10 - 7/8" BORDER 8' 15" PLUG SHALL BE SEALED IN SAME WZ CONCRETE RING _______ -- MANNER AS MAIN NOTE: SEWER JOINTS WYE OR 1/8 BEND 1. USE ONLY FOR SIDE SEWER AND SERVICE DRAINS NTS Not Used 12 NTS NTS NTS Not Used 9 Not Used 10 Storm Drain Cleanout Details PERMIT CORRECTIONS #1 BSB 2/6/15 SURVEYED: SCALE: VERTW-k- MVD 19M DAW- PERMIT CORRECTIONS #2 BSB 3/12/15 AS NOTED HORIZOWAL., W 1983/1991 THE HOTEL AT SOUTHPORT 12/22/2014 DESIGNED: PA CITY OF w - o FIELDS: COUGHLIN PORTERLUNDEEN PERMIT CORRECTIONS #3 BSB 4/3/15 BSB RENTON WASHINGTON " ...... ..... wk -- A CONSULTING STRUCTURAL AND CIVIL ENGINEERING CORPORATION DRAW R E NTO N PAW 801 SECOND AVENUE SUITE 900 P: 206/343-0460 A Il 10 112TH AVE. NE SUfTE SX, LPL DRAMM NO- BELLEVUE WA 96004 ONE INCH DATU M 36936 SEATTLE, WA 98104 F: 206/343-5691 CHECKED: !42546320*1'10 1 f4213463ZU02 JNP AT FULL SCALE Planning/Building/Public Works Dept. DRAINAGE DETAILS C31 0 SOU T N PO n SECO DEVELOPMENT. INC. IF NOT ONE INCH NO. REVISION BY DATE AP APPROVED: SCALE ACCORDINGLY SHEET: OF: MulvannyG2 rcrr. A x I x 11 1 ly I k, qJ1 " A oak I t;: 1AM I 14Y fW didt9elle,"S 12" thrWqr! 42" L-IA Si.�a!Tb th�oilYf 50", 2'-)" tur diameters of -eatef tha 42" ant span--:, greater t!lan -90-, I Pipe Min. dist Size between barrels YJ Z , - -- F Al Wiade Iflus Lit' Standard Specification 9-4)4.5�. -71 FAR ; 7,%-iRNFP P, Q circular pipe 12" to 24- conc, LCPE, CMP 30" to 96" 12" diam, ;2 Z {diameter} 102" to 180 "8 " pipe - arch 18" to 36" i -2" ca Z M Z 1 4 metal oniy 43- to 142- span .,'3 148" to 199 48- An gram wigs, risers, and castings shah be set in mortar in accordance with T) 1`1i*---- Standard SMcilcation 9-04.3. Q, ;�a"aWd P*uihAemo SLonr Sewer Plpe� 1,Sirl. Spec. ��.05.20J i Stal. spe"c'. 1-0!�. 12( 1 )t SEE NOTE I (ILI) Sk-1. Spec. 9-05. t 2J2)) ALTERNATIVE PRECAST BASE SECTION SM. PLAN 201.00 STD. PLAN 220.00 STD. PLAN 200.00 PUBLIC WORKS CATCH BASIN TYPE 2 P 7 H 1,1C, W OR K PIPE COMPACTION Pt- B1JC WORKS CATCH BASIN TYPE I • DEPARTMENT 1) H-l-'ARPMENT DEPARTMENT DESIGN AND BACKFILL MARCH 2008 -MARCH -2008 MARCH 2008 t I I I City of Renton Std Plan 201.00 City of Renton Std Plan 220.00 City of Renton Std Plan 200.00 Catch Basin Type 2 Pipe Backfil1 Catch Basin Type 1 7 FINISHED GRADE -\ PLASTIC VALVE BOX SET FLUSH W/ FINISHED ® GRAVEL -7777-�-, -777-77 W/ 8" DIA LID LANDSCAPE GRADE WALKWAY �� � A � FINISHED GRADE 3 1.4 18" ,/--THREADED CAP ® PAVING 00 NTS 12" Not Used CONIC. CL. 5 (3/4) 2" PEA GRAVEL FILTER FABRIC 8"0 DIP FIBRE JOINT PACKING 45- (1/8) BEND --0- 1/2" 10" 9" 0 2" RAISED 1/8 BEND , 0- 5/8" LETTERS IN LANDSCAPE AREAS 1.48 3/4"0.] 1 - SDCO-STORM DIA PER PLAN SSCO-SANITARY 4" DCO 7 1/8- RAISED J 3-/4 11 1/2- WIDE 10 - 7/8" BORDER 8' 15" PLUG SHALL BE SEALED IN SAME WZ CONCRETE RING _______ -- MANNER AS MAIN NOTE: SEWER JOINTS WYE OR 1/8 BEND 1. USE ONLY FOR SIDE SEWER AND SERVICE DRAINS NTS Not Used 12 NTS NTS NTS Not Used 9 Not Used 10 Storm Drain Cleanout Details PERMIT CORRECTIONS #1 BSB 2/6/15 SURVEYED: SCALE: VERTW-k- MVD 19M DAW- PERMIT CORRECTIONS #2 BSB 3/12/15 AS NOTED HORIZOWAL., W 1983/1991 THE HOTEL AT SOUTHPORT 12/22/2014 DESIGNED: PA CITY OF w - o FIELDS: COUGHLIN PORTERLUNDEEN PERMIT CORRECTIONS #3 BSB 4/3/15 BSB RENTON WASHINGTON " ...... ..... wk -- A CONSULTING STRUCTURAL AND CIVIL ENGINEERING CORPORATION DRAW R E NTO N PAW 801 SECOND AVENUE SUITE 900 P: 206/343-0460 A Il 10 112TH AVE. NE SUfTE SX, LPL DRAMM NO- BELLEVUE WA 96004 ONE INCH DATU M 36936 SEATTLE, WA 98104 F: 206/343-5691 CHECKED: !42546320*1'10 1 f4213463ZU02 JNP AT FULL SCALE Planning/Building/Public Works Dept. DRAINAGE DETAILS C31 0 SOU T N PO n SECO DEVELOPMENT. INC. IF NOT ONE INCH NO. REVISION BY DATE AP APPROVED: SCALE ACCORDINGLY SHEET: OF: MulvannyG2 rcrr. A x Z < 7- L• Z Z O M Z 0 Z C ic ca M I x YJ Z Q 0 Z Z C ca Z M Z Z < 7- L• Z Z O M Z 0 Z C ic ca M 7 I x 3r �- OOAW 0 Z 7 0 0. 2 H O Q 0 J W 2 W 2 STORMFILTER DESIGN NOTES STORMFILTER TREATMENTCAPACITY S A FUNCTION OF THE CARTRIDGE SELECTION AND THE NUMBER OF CARTRIDGES. THE STANDARD MANHOLE STYE IS SHOWN WIT— THE MAXIMUM NUMBER OF CARTRIDGES (14) VOLUME SYSTEM IS ALSO AVAILABLE WITH MAXIMUM 14 CARTRIDGES. 096' MANHOLE STORMPILTER PEAK HYDRAULIC CAPACITY iS 1 8 CFS IF THE SITE CONDITIONS EXCEED 1.8 CFS AN UPSTREAM BYPASS STRUCTURE IS REQUIRED CARTRIDGE SELECT�ON CARTRIDGE HEIGHT 27' 18" LOW DROP RECOMMENDED --IYDRAUL1C DROP (H; 3 05' 2.3' 1.8' SPECIFIC FLOW RATE (gpm-sf; 2 gpm.ft2 1 gpm /ft2 2 gpm /ft2 1 gpm /ft2 29 pM/ft2 1 gpm /ft2 CARTRIDGE FLOW RA -E (gpm), 22 5 11.25 1 15 7.5 1 10 5 0 0 COMECK o FRAME AND COVER (DIAMETER VARIES) N.T.S. A FLOW INLET TOP SLA SEE F COVER DETAIL SITE SPECIFIC DATA REQUIREMENTS STRUCTUREID j I WATER QUALITY FLOW RATE (cfs) ' PEAK FLOW RATE (cfs) " RETURN PERIOD OF PEAK FLOW (yrs) BSB # OF CARTRIDGES REQUIRED ' CARTRIDGE FLOW RATE �XXXx. MEDIA TYPE (CSF, PERLITE, ZPG, GAC, PHS) ' l PIPE DATA: I.E. MATERIAL DIAMETER INLET PIPE #1 APPROVED: OUTLET STUB xxx.XXl INLET PIPE #2 m Z " OUTLET PIPE M 'LOPED LID YE5`NO SOLID' COVEK YES` RIM ELEVATION ' ANTI - FLOTATION BALLAST t WIDTH HEIGHT NOTES /SPECIAL REQUIREMENTS: * PER ENGINEER OF RECORD CONTRACTOR TO GROUT TO FINISHED GR/ GRA RING/RISE INLET PIPE CAR' PLAN VIEW STANDARD OUTLET RISER FLOWKIT 43A SECTION A -A _ET a A )UTLET I.D. MANHOLE ZUCTURE D. FLOATABLES BAFFLE INSIDE HEIGHT 6' TYPICAL 'DRAULIC DROP (H) INLET INV. O OUTLET INV. GENERAL NOTES CONTECH TO PROVIDE ALL MATERIALS UNLESS NOTED OTHERWISE 2 DIMENSIONS MARKED WITH ( I ARE REFERENCE DIMENSIONS ACTUAL DIMENSIONS MAY VARY. 3 FOR SITE SPECIFIC DRAWINGS WITH DETAILED VAULT DIMENSIONS AND WEIGHTS, PLEASE CONTACT YOUR CONTECH ENGINEERED SOLUTIONS _LC REPRESENTATIVE www ContecrIES com 4 STORMFILTER WATER QUALITY STRUCTURE SHALT_ BE IN ACCORDANCE WITH ALL DESIGN DATA AND INFORMATION CONTAINED IN THIS DRAWING 5 STRUCTURE SHAD_ MEET AASHTC HS20 LOAD RATING. ASSUMING EARTH COV =R OF 0' 5' AND GROUNDWATER ELEVATION AT, OR BELOW, THE OUTLET PIPE INVERT ELEVATION ENGINEER OF RECORD TO CONFIRM ACTUAL GROUNDWATER ELEVATION. CASTINGS SHALL MEET AASHTO M306 AND BE CAST WITH THE CONTECH LOGO 6 FILTER CARTRIDGES SHALL BE MEDIA- FILLED. PASSIVE. SIPHON ACTUATED, RADIAL FLOW, AND SELF CLEANING. RADIAL MEDIA DEPTH SHALL BE 7- INCHES FILTER MEDIA CONTACT TIME SHALL BE AT LEAST 39 SECONDS 7 SPECIFIC FLOW RATE iS EQUAL TO THE FILTER TREATMENT CAPACITY (gpm) DIVIDED BY THE FILTER CONTACT SURFACE AREA (sq ft). NSTALLATION NOTES 1 ANY SUB -BASE. BACKFIL_ DEPTH. AND /OR ANTI- FLOTATION PROVISIONS ARE S TE- SPECIFIC DESIGN CONSIDERATIONS AND SHALL BE SPECIFIED BY ENGINEER OF RECORD 2 CONTRACTOR TO PROVIDE EQUIPMENT WITH SUFFICIENT LIFTING AND REACH CAPACITY TO LIFT AND SET THE STORMFILTER STRUCTURE (LIFTING CLUTCHES PROVIDED) 3 CONTRACTOR TO INSTALL JOINT SEALANT BETWEEN ALL STRUCTURE SECTIONS AND ASSEMBLE STRUCTURE. 4 CONTRACTOR TO PROVIDE. INSTAL_. AND GROUT INLET PIPE(S) 5 CONTRACTOR TO PROVIDE AND INSTALL CONNECTOR TO THE OUTLET RISER STUB STORMFILTER EQUIPPED WITH A DUAL DIAMETER HDPE OUTLET STUB AND SAND COLLAR IF OUTLET PIPE IS LARGER THAN 8 INCHES, CONTRACTOR TO REMOVE THE 8 INCH OUTLET STUB AT MOLDED IN CUT LINE COUPLING BY FERNCO OR EQUAL AND PROVIDED BY CONTRACTOR 6 CONTRACTOR -0 TAKE APPROPRIATE MEASURES TO PROTECT CARTRIDGES FROM CONSTRUCTION - RELATED EROSION RUNOFF. StormFilter' WNTECH" SCIIIIII LLrC www.ContechES.com 9025 Centre Pointe Dr., Suite 400. West Chester OH 45069 800- 338 -1122 513- 645 -7000 513 -645 -7993 FAX ��L PETS o� l NTS Stormfilter Standard Detail i 6. 4- CARTRIDGE CATCHBASIN -PLAN VIEW 1 � 4 "0 OPENING 3._8.. 2_611 _8 -.011111111 IN51DE IN51DE IN51DE 10' -1" OUT51 DE 4- CARTRIDGE CATCHBASIN - SECTION VIEW A ACCE55 COVER OVER. - 2 1 i2" )NCRETE COLLAR. =E NOTE 6 TORMFILTER ARTRI DGE ;TrP) SEE NOTE 2' -jERDRAIN (TYP) INLET GRATE a d � L < < L a 8 Z�7 - G d C G G d 4 < < G L l ° Y G .-. — r-, r-. — — — .- -..- -. r, ... r, G < Ga G G a G < < D < ° d < 4' 2' -4" 4' IN5IDE RIM IN5IDE RIM IN5IDE RIM 101-511 OUT5IDE RIM 4- CARTRIDGE CATCHBASIN - TOP VIEW i Approved By: j I Approved By: I i Approved By: I Approved By: < T L I < I 2' -4" INSIDE RIM L - L < 1 < GENERAL NOTES 1) 5TORMFILTER DY CONTECI-1 5TORMWATEP 50LUTION5: PORTLAND. OR ((500) 548 -4667: 5CARDOROUGr1, ME (877) 907 -8676; LINTI-11CUM, MD (6'G' 740-33 740 -33 18. 2) FILTERS TO DE 51P1-1ON-ACTUATED AND SELF- CLEANING. 3) STEEL STRUCTURE TO DE MANUFACTURED OF 114 INCI1 STEEL PLATE. 4) 5TORMFILTER REQUIRES 2.3 FEET OF DROP FROM RIM TO OUTLET. INLET 5HOULD NOT DE LOWER THAN OUTLET. INLET (IF APPLICABLE) AND OUTLET PIPING TO DE SPECIFIED SY ENGINEER AND PROVIDED 5Y CONTRACTOR. 5) CB'F EQUIPPED WITI1 4 INCH (APPROXIMATE) LONG 5TU55 FOR INLET (IF APPLICABLE) AND OUTLET PIPING. STANDARD OUTLET 5TU5 15 8 INCNE5 IN DIAMETER. MAXIMUM OUTLET 5TUB 15 15 INCHES IN DIAMETER.. CONNECTION TO COLLECTION PIPING CAN DE MADE U51NG FLEXIBLE COUPLING BY CONTRACTOR. 6) FOR 11 -20 LOAD RATING, CONCRETE COLLAR 15 REQUIRED. CONCRETE COLLAR WITH QUANTITY (2) #4 REINFORCING BARS TO BE PROVIDED 5Y CONTRACTOR. 7) ALL 5TORMFILTER5 REQUIRE REGULAR MAINTENANCE. REFER TO OPERATION AND MAINTENANCE GUIDELINES FOR MORE INFORMATION. COUGHLIN PORTERLV N DEEN A CONSULTING STRUCTURAL AND CIVIL ENGINEERING CORPORATION 801 SECOND AVENUE -SUITE 900 P: 206/343 -0460 "4% 36936 ' w SEATTLE. WA 98104 F: 206/343 -5691 S ou-rur�or�T C�STE��G�. SECO DEVEI.OPMENT- INC. A/10 1110 11 Z7H AVE NE SU-1E 5Ce BELLEVUE.'1L'A WKU t425.4632WQ I f425.46_4_M;2 ! ulvar,yG2 c�or NO. PERMIT CORRECTIONS #1 PERMIT CORRECTIONS #2 PERMIT CORRECTIONS #3 REVISION -BUILDING WALL HOTEL MECH'L ROOM HIGH LEVEL ALARM LIGHT (FLASHING) HYDROMATIC DUPLEX "Q" CONTROL PANEL WITH U.L.913 LABELED WITH SAFE CIRCUIT EXTENSIONS FOR FLOATS, CONTROL HEAT SENSOR, AND SEAL SENSOR. PANEL (EMERGENCY QUICK CONNECT) NOTES: . PUMPS SHALL BE A DESIGN /BID ITEM MEETING THE FOLLOWING REQUIREMENTS: DUPLEX PUMPS TO ALTERNATE LEAD /LAG Q1 = 260 GPM 0.26 cfs)(LEAD) Q2 = 260 GPM LEAD +LAG) MIN DESIGN HEAD = 10.0 FT (22.50 FT) 2. RAILS SYSTEM SHALL BE PER MANUFACTURER 3. CONTACT MANUFACTURER FOR CONTROL PANEL. CONTROL PANEL TO BE INCLUDE VISUAL AND AUDIBLE ALARMS. SEE ELEC'L PLANS FOR SUPPLY FEED. 4. PROVIDE A NON CORROSIVE CHECK VALVE AND A 'QUICK RELEASE' CONNECTOR FITTING ON THE PUMP 5. ALL ELECTRICAL HOOKUPS OF THE PUMP MUST BE INSPECTED BY THE CITY OF RENTON. 6. LEAD AND LAG TO ALTERNATIVE EACH PUMP CYCLE U FTI N G EYE TYP 0 F 4 RMANENT 'OL ELEVATION 4- CARTRIDGE CATCHBASIN - SECTION VIEW w m _wLi NMI qwwww STORMWAHR SOLUTIONS.. contechstormwate r. com BSB 2/6/15 XX;< SURVEYED: BSB 3/12/15 . DESIGNED: BSB BSB 4/3/15 xx PvIEDIA TYPE (CSF. PERIL TE. ZPG; �XXXx. RIM ELEVATION DRAWN: LPL l PIPE DATA: CHECKED: JNP B Y DATE A P P R APPROVED: SIDE 41101 2'- OUTLET STUB (SEE NOTE' 4$ 5) 2 "0 OUTLET PIP) FROM UNDERDRAIN PERMANENT POOL OUT5IDE -ION VARIE5 3 5/8" MAX. INLET 'TU 5 (OPTIONAL, (5EE NOTES 4$ 5, 4- CARTRIDGE CATCHBASIN - SECTION VIEW R- 381612 _D FOR H2O LOADING _SS HATCH R & FRAME MOUNTED kT BRACKET OF STRUCTURE EL 21.5f SHEET C301 OUTLET 0 33.39 NECT TO EX TUNNEL 9.00 Date: Dare: Dare: Date: r. GUIDE RAIL SUPPORT (TYP) CEMAIN DISCHARGE PIPE r. GUIDE RAILS kT SWITCHES PER UFACTURER TYPE 2 STORM MANHOLE NTS Stormwater Pump Detail 4- CARTRIDGE CATCHBASIN STORM ffI LTER DATA STRUCTURE ID XX;< tA/4TER QUALITY FLOW RATE (Cf5' X.XX PEAK FLOW RATE . RETURN PERIOD OF PEAK FLO'"A' ' r5 XXX CARTRIDGE FLOW RATE '1 5 OR ?.5 m xx PvIEDIA TYPE (CSF. PERIL TE. ZPG; �XXXx. RIM ELEVATION XXX -AX l PIPE DATA: I.E. DIAMETER INLET STUB XXX.XX' XX" OUTLET STUB xxx.XXl XX' m Z CONFIGURATION OUTLET 0 01 1001 N SET M 'LOPED LID YE5`NO SOLID' COVEK YES` NOTE' /SPECIAL REQUIREEMENT5: NTS Steel Catch Basin Stormfilter Standard Detail - 4 Cartridge Unit 12 SCAB. HORIZONTAL NAD 1983/1991 ,► THE HOTEL AT SOUTHPORT �1 2.22.2014 AS NOTED •. ,�- CITY OF RENTON WASHINGTON PDe001 wu RENTON ONE INCH DATUM DRWNG NO: AT FULL SCALE Planning /Building /Public Works Dept. DRAINAGE DETAILS C31 1 IF NOT ONE INCH SCALE ACCORDINGLY SHEET: OF: F =Z z T x > O D Z G1 Z C M x w T O . G'1 Z \/ 46 tJ Z l C z- c Z m Z M > =Z z T x > O D Z G1 Z C M D x w T O . M F _ \/ 46 tJ l z- c D T O M F _ D i fi l _ L 7 Ir 0 2 O Q J W 0 H 2 W 2 12" DIRTY STO DRAINAGE SYS1 TO FLOW SPLI1 IE= 25.0± 1 -5" INLET IE =21.0 LADDEF REFER[ DOES WITH E %JV1 \L UI \ILLLU It- EQUALIZER PIPE [FOR REFERENCE ONLY NTS Not Used 9 ACCESS MANHOLE BEYON RIM =30.3± 30 ° CONCRETE WALK ELEV. =30.2± Y COMMUNICATIONS CD DUCT BANK INSIDE TOP �' 000 OF VAULT 22.0 000 00 ELECTRICAL 00 DUCT BANK 1.3'± ° OUTLET N ELEV. =21.0 2/6/15 C Q " PERMIT CORRECTIONS #1 o� - o COUGHLIN PORTERLUNDEEN EXIST EQUALIZER PERMIT CORRECTIONS #2 PIPES Q PERMIT CORRECTIONS #3 Not Z o� � QI w Of ° w 00 O A CONSULTING STRUCTURAL AND CIVIL ENGINEERING CORPORATION CD ?11Q 112TH AVC. NE SUITE 500 801 SECOND AVENUE - SUITE 900 P: 206/343 - 0460"` 13ELLEV,JE WA 98" C)oo 0 Lc-)� m 36936 t� �4' SEATTLE, WA 98104 F: 206/343-5691 1425463.2000 f 4z5 4b310o2 SOUTU P O n T ONAL 'A /15 / SEGO DEVELOPMENT. INC. Mu,vanrYG2 ccr- I NO. REVISION ACCESS MANHOLE BEYON RIM =30.3± 30 ° CONCRETE WALK ELEV. =30.2± Y COMMUNICATIONS CD DUCT BANK INSIDE TOP �' 000 OF VAULT 22.0 000 00 ELECTRICAL 00 DUCT BANK 1.3'± ° OUTLET N ELEV. =21.0 EXISTING PILES TOTAL PROVIDED STORAGE VOLUME = (31' x31' x11.58') +(31'x31'x12.08') = 22,737 CF TOTAL VOLUME REQUIRED = 15,246 CF Approved By :_ Approved By:. ACCESS MANHOLE BEYOND Approved By:, RIM =29.9± Approved By: RESIDENTIAL BLDG. "B" AFTER BLDG.OUT LOC. VE FINISH GRADE X9.5± 12" WATER MAIN PROVIDE ETHAFOAM PAD BETWEEN NEW LID AND 12" WATER MAIN 23.5± 2/6/15 C Q " WS EEEV = 21.0 0 2 -12 DIA. NEW EQUALIZER 2 -12" DIA. BSB EXIST EQUALIZER 4/3/15 PIPES Q PIPES o� � QI w Of ° w 00 O BY CD APPR C)oo 0 EXISTING PILES TOTAL PROVIDED STORAGE VOLUME = (31' x31' x11.58') +(31'x31'x12.08') = 22,737 CF TOTAL VOLUME REQUIRED = 15,246 CF Approved By :_ Approved By:. ACCESS MANHOLE BEYOND Approved By:, RIM =29.9± Approved By: RESIDENTIAL BLDG. "B" AFTER BLDG.OUT LOC. VE FINISH GRADE X9.5± 12" WATER MAIN PROVIDE ETHAFOAM PAD BETWEEN NEW LID AND 12" WATER MAIN 23.5± ELEV. =29.9± rNEW PRECAST CONCRETE LID 0. SEE STRUTR'L PLANS 12" "DIRTY" STORM DRAINAGE SYSTEM TO FLOW SPUTTER IE= 25.0± INLET PIPE FROM - FLOW SPLITTER #1 IE =21.0 EXISTING ----' F BOTTOM OF VAULT VAULT WALLS EX BAFFLE WALL 6" SEDIMENT STORAGE u EXISTING -� PILES B x CD Date: Date: Date: Date: EXIST VAULT BSB 2/6/15 C 6 WS EEEV = 21.0 0 3/12/15 2 -12" DIA. BSB EXIST EQUALIZER 4/3/15 PIPES Q C o� w Of ° w ° �D BY DATE APPR C)oo Lc-)� m ELEV. =29.9± rNEW PRECAST CONCRETE LID 0. SEE STRUTR'L PLANS 12" "DIRTY" STORM DRAINAGE SYSTEM TO FLOW SPUTTER IE= 25.0± INLET PIPE FROM - FLOW SPLITTER #1 IE =21.0 EXISTING ----' F BOTTOM OF VAULT VAULT WALLS EX BAFFLE WALL 6" SEDIMENT STORAGE u EXISTING -� PILES B x CD Date: Date: Date: Date: EXIST VAULT BSB 2/6/15 C SuRVEYM: BSB 3/12/15 L BSB BSB 4/3/15 v C DRAWN: LPL z. CHECKED: JNP BY DATE APPR AIMED: SCALE: AS NOTED ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY VE FMCAL: NAVD 1988 HORIZONTAL: NAD 1983/1991 DATU M R- 381613 Am 'R CITY OF RENTON Planning /Building /Public Works Dept. NT' Existing Water Quality Vault 12 THE HOTEL AT SOUTHPORT RENTON WASHINGTON DRAINAGE DETAILS 12/22/20-4 FIELDBOW; PAIGE[ DIVNIM No- C312 r � ` C C ^� 2 C r. Y L Sz z v C z. Omni z m z m I > v ^ i f 4 z x � z 7, r 0 a a z 0 z c 3 m m n x D T C ^� 2 C r. 'C L 2 v ; 46 z. Omni 0� � D T 1 T O L _ D 2 H O Q J W H 0 2 W 2 ASPHALT /CONCRETE TRANSITION SEE DETAIL 0510 �1 Z (4) TRAFFIC CONTROL BOLLARDS SEE DETAIL 10 HEAVY DUTY ASPHALT PAVEMENT SEE DETAIL C510 15' CITY OF RENTON UTILITY EASEMENT 0" E - 45.00' ASPHALT /CONCRETE TRANSITION SEE DETAIL cis° � i I �w � 0 z r 36936 <� `CONCRETE PAVEMENT / SEE STRUCTURAL PLANS COMPACTOR PRECAST CONCRETE BULKHEAD SEE DETAIL 12 _C51.1_ COUGHLIN PORTERLUNDEEN 1. A CONSULTING STRUCTURAL AND CIVIL ENGINEERING CORPORATION 801 SECOND AVENUE - SUITE 900 P: 206/343 -0460 SEATTLE, WA 98104 F: 206/343 -5691 SOUT14 1� 012 T V5 SECO DEVELOPkUNT. INC. CONCRETE SCORING SEE ARCH'L PLANS SEE SHEET - C502 PERMIT CORRECTIONS #1 PERMIT CORRECTIONS #2 PERMIT CORRECTIONS #3 1113 ' 12TH AVE NE SU r- a.- S BELLEVUE 'AA i 980)4 1 425.463.2000 ! 425 463100,' NO. REVISION 0.1u!�- annyG2 rn� ^' BSB 2/6/15 SURVEYED: BSB 3/12/15 BSB BSB 4/3/15 DRAWN: LPL CHECKED: JNP BY DATE AP P R I APPRavED: X 2'�tc Approved By: Approved By: Approved By: Approved By: (5) TRAFFIC CONTROL BOLLARDS SEE DETAIL 10 C CONCRETE VERTICAL CURB SEE DETAIL C510 4" CONCRETE SIDEWALK SEE DETAIL C510 CONCRETE VERTICAL CURB SEE DETAIL C510 HEAVY DUTY ASPHALT PAVEMENT SEE DETAIL C510 20' WIDE CONCRETE DRIVEWAY ADA RAMP SEE DETAIL 512 Legend Date: Date Date: Date: 04J Call before you Djg. 8-1-1 0 10 20 40 or 1 - 800 -424 -5555 UNDERGROUND SERVICE (USA) SCALE 19 =20' - - n PROPERTY LINE =� BUILDING ASPHALT PAVEMENT HEAVY DUTY ASPHALT PAVEMENT 2 ` ➢3 CONCRETE PAVEMENT GRAVEL CONCRETE RETAINING WALL CONCRETE CURB R- 381614 SCALE: DAM "° "AV° 19� THE HOTEL AT SOUTHPORT 12/22/2014 AS NOTED HORIZONTAL: NAD 1983/1991 R CITY O F RENTON WASHINGTON °°" 61 RENTON PACE- _ ONE INCH DATUM DR�" No- AT FULL SCALE Planning /Building /Public Works Dept. PAVING PLAN C c- � IF NOT ONE INCH SCALE ACCORDINGLY SHEET: OF: —I I 15' CITY OF RENTON- UTIUTY EASEMENT L L t� By: Approved By: Ir By: Approved By: O _T z 0 mW z C r 1 f; f I, O U) HEAVY DUTY Q ASPHALT PAVEMENT SEE DETAIL J W C51 V �dnkWl�M�lF n EV PARKING SIGNS (TYP)<. O , /t` x" I W I 15' CITY OF RENTON- UTIUTY EASEMENT L L t� m � i♦ LP OF COUGHLIN PORTERLUNDEEN 'OD Z A CONSULTING STRUCTURAL AND CIVIL ENGINEERING CORPORATION 801 SECOND AVENUE - SUITE 900 P: 206/343 -0460 36936 O �� SEATTLE, WA 98104 F: 206/343 -5691 SO U T N n O R T SECO DEVELOPMENT. INC. ANAL lo Or II1J'S2THAVE NE SUITE 500 BELLEVUE, AA 98( 04 t 425 463.2000 ! 425 463 2002 MuivannyG7 -,om NO. 1 fa PERMIT CORRECTIONS #1 PERMIT CORRECTIONS #2 PERMIT CORRECTIONS #3 REVISION Approved By: Approved By: Approved By: Approved By: ... i 'ooft� rr- _T z x X, , mW J r C r 1 f; f I, 1Z m > F �dnkWl�M�lF n EV PARKING SIGNS (TYP)<. , /t` x" PORT STYLE WHEEL ST{P ; SEE DETAIL (` YP) < ` ye t X , �x jY!t e \ / \ / { S D� -' PARKING LOT LANDSCAPE ISLANDS j ti l • >� , x (TYP) \x , SE DU .i X 0 \ ! \ J 3, , Al r' / :> j m � i♦ LP OF COUGHLIN PORTERLUNDEEN 'OD Z A CONSULTING STRUCTURAL AND CIVIL ENGINEERING CORPORATION 801 SECOND AVENUE - SUITE 900 P: 206/343 -0460 36936 O �� SEATTLE, WA 98104 F: 206/343 -5691 SO U T N n O R T SECO DEVELOPMENT. INC. ANAL lo Or II1J'S2THAVE NE SUITE 500 BELLEVUE, AA 98( 04 t 425 463.2000 ! 425 463 2002 MuivannyG7 -,om NO. 1 fa PERMIT CORRECTIONS #1 PERMIT CORRECTIONS #2 PERMIT CORRECTIONS #3 REVISION Approved By: Approved By: Approved By: Approved By: Date: Date: Date Date: SITE WALL,' SEE STRUCTURAL PLANS a_ . SEE SHEET - C503 k 3 1 V � M CONCRETE EXTRUDED CURB SEE DETAIL Ir i } 1 i i i J J I z Z > d A d w R- 381615 BSB 2/6/15 SURVEYED: SCALE: D'AW- HORIZOfnTAAL- NAD 19� %991 .► THE HOTEL AT SOUTHPORT 12/22/2014 BSB 3/12/15 �,m: AS NOTED •. �. CITY OF BSB 4/3/15 BSB RENTON WASHINGTON �DBO : DRAWN: R E NTO N PAaE LPL ONE INCH DAT U M DROAM No: CHECKED: AT FULL SCALE Planning /Building /Public Works Dept. IF NOT ONE INCH PAVING PLAN 0502 BY DATE AP P R APP D: SCALE ACCORDINGLY SHEET: X OF: O D Z Z C 9 ca m x i ^- ,Z ... i 'ooft� rr- z J r C f; f I, 1Z m > I z Z > d A d w R- 381615 BSB 2/6/15 SURVEYED: SCALE: D'AW- HORIZOfnTAAL- NAD 19� %991 .► THE HOTEL AT SOUTHPORT 12/22/2014 BSB 3/12/15 �,m: AS NOTED •. �. CITY OF BSB 4/3/15 BSB RENTON WASHINGTON �DBO : DRAWN: R E NTO N PAaE LPL ONE INCH DAT U M DROAM No: CHECKED: AT FULL SCALE Planning /Building /Public Works Dept. IF NOT ONE INCH PAVING PLAN 0502 BY DATE AP P R APP D: SCALE ACCORDINGLY SHEET: X OF: O D Z Z C 9 ca m 0 T m _� D x i ^- ... i 'ooft� rr- J r Z f; f I, 0 T m _� D 0 2 E— O Q w O z w z - N46'43'23'E 646" 03' HEAVY DUTY ASPHALT PAVEMENT SEE DETAIL 0510 Agoo') Call before you D g.8 -1 -1 i V414 or 1- 800 -424 -5555 UNDERGROUND SERVICE (USA) 0 10 20 40 , SCALE 19=20' HEAVY DUTY ASPHALT PAVEMENT / SEE DETAIL r2--'\ ~�`�`, C 11 i i i SEE SHEET - C502 PARKING LOT LANDSCAPE (TYP) SEE SHEET - C502 Ix 1 yF :yi ..�'� f r �-. �` `,,`C !x; ti. Z II _I �� I `� / \. t �C., a `. s " {, c " .—(' ~ , ` !. =' \ ��i'.• —"�— �r .- � — •.�f .—='e. its 'x jG� i1 X� r ��Q�[]���{y/ j(��p� Jam/ (� (��/'�[' [' [�-�/�1� lgrilA. DOW L � W� J. .J1L� ©l rEAC r '' ~�j t 'ti "a fl y f r PETS OF f �w � O z J� 36936 t` ONA1, • 1 1 I w 1m 1¢ 3: O 1 w m �w �w Lo 1 x l c y. JL i O ---CONCRETE EXTRUDED CURB SEE DETAIL cam10 C L T > VIA Tl- TRUNK "IEC, (3)4 �z SITE WALL SEE STRUCTURAL PLANS ., (UNDER SEPARATE PERMIT) �I t I I I 1 I { Approved By: Approved By: Date: Date: Date: Date: R- 381616 PERMIT CORRECTIONS #1 BSB 2/6/15 SURV -YED: scuE: Dr►I: PERMIT CORRECTIONS #2 BSB 3/12/15 AS NOTED HORIZONTAL NAD 1983 %1991 jam- CITY OF THE HOTEL AT SOUTHPORT 12/22/2014 COUGHLIN PORTERLUNDEEN PERMIT CORRECTIONS #3 BSB 4/3/15 BSB RENTON WASHINGTON P°°" A CONSULTING STRUCTURAL AND CIVIL ENGINEERING CORPORATION DRAWN: RENTON _ 110 112TH AVE NE QUITE 5W LPL �; 801 SECOND AVENUE - SUITE 900 P: 206/343 - 0460`` l ONE INCH I DATU M SEATTLE, WA 98104 F: 206/343 -5691 sE��Ew�r= WA s�6o - ' CHECKED: r AT FULL SCALE 1 Planning /Building /Public Works Dept. PAVING PLAN C503 SOUT14 P o R T 1 425 46T 2000 , f 425 463 ZJ02 JNP SGCO DE��LDPMG�i'. INC. IF NOT ONE INCH NO. REVISION BY DATE A P P R APPROVED: SCALE ACCORDINGLY SHEET: OF: MuivannyG2 cc.' X s D T T f fi �r � ;Z VP� T T � Z Z I > 0 a D Z G1 Z C ic m m I ^ s.: O Z C L T _i ca �z m ., > s D T T f fi �r � ;Z VP� T T � Z Z I > 0 a D Z G1 Z C ic m m I ^ s.: x O �- ., R 'w W I *Elk I s.: O 2" CLASS "B" ASPHALT CONCRETE PAVEMENT FINISHED GRADE PER PLAN _ _ _ _ _ v ' 2" CRUSHED SURFACING TOP COURSE COMPACT TO 95% MAX DENSITY � SUBGRADE COMPACTED TO -�-- • .4 )0- 95% MAX. DENSITY PER PERMIT CORRECTIONS #2 O ASTM D -1557 OR AS REQUIRED BY GEOTECH 6" THICK CRUSHED SURFACING BASE COURSE � (SEE PLAN FOR SUBGRADE OVER COMPACT TO 95% MAX DENSITY BSB EX AND CEMENT TREATMENT AREAS) v � O i DRAWN: LPL 0 z - U) NOTE: CHECKED: J N P � EDGE ASPHAL PAVEMENT ��L PETS MOD z 36936 G�ISTt -R G� v ' 2" CRUSHED SURFACING TOP COURSE COMPACT TO 95% MAX DENSITY � SUBGRADE COMPACTED TO -�-- • .4 )0- 95% MAX. DENSITY PER PERMIT CORRECTIONS #2 O ASTM D -1557 OR AS REQUIRED BY GEOTECH 6" THICK CRUSHED SURFACING BASE COURSE � (SEE PLAN FOR SUBGRADE OVER COMPACT TO 95% MAX DENSITY BSB EX AND CEMENT TREATMENT AREAS) v � O i DRAWN: LPL 0 z - U) NOTE: CHECKED: J N P � CONTRACTOR TO REPLACE ALL UNSUITABLE BASE BY Q COURSE MATERIAL COMPROMISED DURING CONSTRUCTION APPROVED: TO ACHIEVE ACCEPTABLE PAVEMENT SUBGRADE PER J GEOTECHNICAL REQUIREMENTS. w NTS p Light Asphalt Pavement z w z EDGE ASPHAL PAVEMENT ��L PETS MOD z 36936 G�ISTt -R G� ffd ULI VI\TLU LmnlNo 8" LONG 0 24" O.C. NTS Concrete Extruded Curb NTS Not Used 5 !I FINISHED GRADE PER PLAN SUBGRADE COMPACTED TO 95% MAX. DENSITY PER ASTM D -1557 OR AS REQUIRED BY GEOTECH (OVER EX SUBGRADE 2' MIN DEPTH WHERE SHOWN ON PLANS) NOTE: CONTRACTOR TO REPLACE ALL UNSUITABLE BASE COURSE MATERIAL COMPROMISED DURING CONSTRUCTION TO ACHIEVE ACCEPTABLE PAVEMENT SUBGRADE PER GEOTECHNICAL REQUIREMENTS. COUGHLIN PORTERLVNDEEN A CONSULTING STRUCTURAL AND CIVIL ENGINEERING CORPORATION v � BSB SEATTLE, WA 98104 F: 206/343 -5691 SOUTH P O R T 1� -�-- • .4 )0- ffd ULI VI\TLU LmnlNo 8" LONG 0 24" O.C. NTS Concrete Extruded Curb NTS Not Used 5 !I FINISHED GRADE PER PLAN SUBGRADE COMPACTED TO 95% MAX. DENSITY PER ASTM D -1557 OR AS REQUIRED BY GEOTECH (OVER EX SUBGRADE 2' MIN DEPTH WHERE SHOWN ON PLANS) NOTE: CONTRACTOR TO REPLACE ALL UNSUITABLE BASE COURSE MATERIAL COMPROMISED DURING CONSTRUCTION TO ACHIEVE ACCEPTABLE PAVEMENT SUBGRADE PER GEOTECHNICAL REQUIREMENTS. COUGHLIN PORTERLVNDEEN A CONSULTING STRUCTURAL AND CIVIL ENGINEERING CORPORATION " r 801 SECOND AVENUE - SUITE 900 P: 206/343 -0460 BSB SEATTLE, WA 98104 F: 206/343 -5691 SOUTH P O R T 1� scCo DEVELOPME ASPHALT PAVEMENT 2 - #4 CONT. CAST -IN -PLACE CONCRETE - 4" MIN CRUSHED SURFACING TOP COURSE NOTE: INSTALL JOINTS TO MATCH SIDEWALK SPACING OR AT 10' O.C. MAXIMUM nr. INC. 3" CLASS "B" ASPHALT CONCRETE PAVEMENT 2" CRUSHED SURFACING TOP COURSE COMPACT TO 95% MAX DENSITY 6" THICK CRUSHED SURFACING BASE COURSE COMPACT TO 95% MAX DENSITY NTS Heavy Asphalt Pavement h" SLOPE VARIES NTS Concrete Vertical Curb NTS 10Not Used - C Y A 2" MIS, 1/8 R THICKENED ASPHALT WEDGE �- - ASPHALT PAVEMENT PER PLAN CONCRETE PAVING (2) #4 REBAR TOP SEE DETAIL THIS SHEET AND BOTTOM (CONTINUOUS) 4" MIN. THICK CRUSHED SURFACING BASE COURSE NTS Asphalt /Concrete Transition DISCONTINUE WWF AT CONTROL JOINT 3/8" TOOL JOINT 0 8.0' O.C. EACH DIRECTION (MAX). WWF 6x6 - W4.OxW40 CONTRACTION JOINT 0 16.0' O.C. EACH DIRECTION (MAX) . MATCH L'SCAPE PLANS W/ 3/16" x 1-1/2" PREMOLDED CONCRETE SLAB CONTINUOUS MASTIC JOINT STRIP, PER WSDOT 9.04.1(1) _ _ CRUSHED SURFACING BASE - COURSE COMPACT TO 95% MAX DENSITY PER ASTM: D 1557 SCARIFY AND RECOMPACT TOP 6" OF EXISTING SOIL TO 95% MAX DENSITY PER ASTM: D 1557 (SOILS ENGINEER TO APPROVE EX SUB- GRADE PRIOR TO PLACEMENT OF CONC) NOTE: SCORING AND JOINT PATTERN AS WELL AS COLOR AND FINISH ARE TO BE PER L'SCAPE PLANS. 1110 112TH AVE NE SUITE 500_ BELLEVUE WA 98004 425 463 'z0110 I f 425 463 2002 ~ ' MulvanryG2 ccT Z PERMIT CORRECTIONS #1 BSB 2/6/15 r 4 SURVEYED: �= PERMIT CORRECTIONS #2 BSB 3/12/15 f -z DESIGNED: BSB m PERMIT CORRECTIONS #3 BSB 4/3/15 v � O i DRAWN: LPL z - CHECKED: J N P NO. REVISION BY DATE AP P R APPROVED: NTS Concrete Sidewalk Not Used 3 7 Approved By: Approved By: Approved By: Approved By: (3) #4 CONTINUOUS CLASS 3000 CONCRETE 2" CRUSHED SURFACING TOP COURSE Date: Date: Date: Date: l 1 NTS Concrete V- Channel Gutter Section AcnHALT THICKENED EDGE SEE L'SCAPE PLANS FOR FLOW DISPERSAL SURFACES ADJACENT TO RAIN GARDENS FINISHED GRADE scALE: VERTICAL Nw 1988 CITY OF AS NOTED HORIZONTAL.- NAD 19f0/1991 RENTON ONE INCH DATU M AT FULL SCALE IF NOT ONE INCH Planning /Building /Public Works Dept. SCALE ACCORDINGLY ! \�JI I II 7L1 I ! \•LI�I LI\ I JLV I IV1� SEE DETAIL THIS SHEET SUBGRADE NOTES: 1. SEE SPECIFICATIONS FOR GENERAL ASPHALT PAVING NOTES 2. STERILIZE ALL AREAS TO BE PAVED WITH SOIL STERILANT, PRA611TOL 25E OR EQUAL AS RECOMMENDED BY THE MANUFACTURER. NTS Thickened Asphalt Edge R- 381611 THE HOTEL AT SOUTHPORT RENTON WASHINGTON PAVING DETAILS NTS Not Used 12 12/22/201 PAt- DRAr*41c NO- 0510 SHM: X OF: =. Z Z T T 0 Z C r 4 r= �= f -z € == m v � O i I x� � 1 < z r z Z > 0 M D Z G1 Z C m M I x T O r= �= D € == v � O i z - I T O _ T I D € == R _ J- r 0 2 Cn Q CL 0 J W 0 2 W 2 NTS Not UseNTS d I ADA Symbol Maxi Force TM Collapsible Bollard Patented fire hydrant Wrenci Standard Bod y, Wrench Operated, Standard Style 2 H ead, Universal Base operation works with any standan fire hydrant wrench by turning the nut 1/4 turn to unlock and lowe AHJ approved in many cities / counties / campuses for the bollard. (1 -3/8" nut standard use in fire lanes per International Fire Code (IFC) 503 *Free standard hydrant wrencr included with each order - Low Maintenance / Durable steel construction - One year warranty / Protected by $1,000,000 in liability insurance - No complex assembly required in the field - Custom sizes, options, colors and finishes available upon request - Finish options available (add code to the end of the model number) - Powder coated (PC) - Powder coated with DRYZINC primer (PCZ) - Hot dip galvanized (G) - Hot dip galvanized & powder coated (GPC) - Reflective tape available upon request Abo� .. %_66 L�pE?� of � o Omni 2 J� 36936 GIs -C '411 leigi Patented break -away design allows instant emergency access without a key. This unit can be pushed over with the bumper of a vehicle. Flush surface when bollard is removed Leaves no tripping hazard an( won't catch snow plows or othe maintenance equipment Universal Base gad 10" x 10" Top Plate x 6" Tube Maxi Force TM Traffic Control Bollards 7560 Main Street Sykesville, MD 21784 410 - 552 -9888 (phone) - 410 -552 -9939 (fax) www rnaxiforcebollar s.com - sales @maxiforcebollards.com 2 NTS 10 Traffic Control Bollards (Model MCSW- SS2 -U) COUGHLIN PORTERLUNDEEN A CONSULTING STRUCTURAL AND CIVIL ENGINEERING CORPORATION 801 SECOND AVENUE -SUITE 900 P: 206/343 -0460 SEATTLE, WA 98104 F: 206/343 -5691 O U T N P O R T b S seen DEVELOPMENT. i \c. PERMIT CORRECTIONS #1 PERMIT CORRECTIONS #2 PERMIT CORRECTIONS #3 111J'12THAVE NE SUITE-W., BELLEVUE AA 998004 - 1425463204X- , ! 425 463 20G2. - N0. REVISION b1u1vRnny G..:n!^' 12 "x18" MIN PAINTED Bl BACKGROUt PAINTED WI LOGO C AN ADDITIONAL SIGN SHALL ALSO BE POSTED, IN A CONSPICUOUS PLACE, AT EACH ENTRANCE TO OFF- STREET PARKING FACILITIES, OR IMMEDIATELY ADJACENT TO AND VISIBLE FROM EACH STALL OR SPACE. THE SIGN SHALL BE NOT LESS THAN 17 INCHES BY 22 INCHES IN SIZE WITH LETTERING NOT LESS THAN 1 INCH ° IN HEIGHT, WHICH CLEARLY AND CONSPICUOUSLY STATES THE FOLLOWING: "UNAUTHORIZED VEHICLES PARKED IN DESIGNATED DISABLED PARKING SPACES NOT DISPLAYING DISTINGUISHING PLACARDS OR LICENSE PLATES ISSUED FOR PHYSICALLY DISABLED PERSONS MAY BE TOWED AWAY AT OWNER'S EXPENSE. NTS ADA Signage NTS Not Used DDEPACT t1f)kIr (`I IDD . A' 9M 7 z � C) w v V) m c~n w Approved By: EACH PARKING SPACE RESERVED FOR PERSONS WITH By: Approved PHYSICAL DISABILITIES SHALL BE IDENTIFIED BY A Approved By: REFLECTORIZED SIGN PERMANENTLY POSTED IMMEDIATELY ADJACENT TO AND VISIBLE FROM EACH STALL OR SPACE EFIYEED RESERVED CONSISTING OF A PROFILE VIEW OF A WHEELCHAIR WITH PARKNG PAFV(HVG OCCUPANT IN WHITE ON DARK BLUE BACKGROUND. THE SIGN SHALL NOT BE SMALLER THAN 70 SQUARE INCHES IN AREA AND, WHEN IN THE PATH OF TRAVEL, SHALL BE CENTERED BETWEEN 3 AND 5 FEET AT THE HEAD OF THE PARKING SPACE. FINISHED GRADE. SIGNS MAY ALSO BE WArerr MM FAMM �° � ®P'L'O CENTERED ON THE WALL AT THE INTERIOR END OF THE ° PARKING SPACE AT A MINIMUM HEIGHT OF 36 INCHES ° FROM THE PARKING SPACE FINISHED GRADE, GROUND AIoF ° OR SIDEWALK. PAINTED Bl BACKGROUt PAINTED WI LOGO C AN ADDITIONAL SIGN SHALL ALSO BE POSTED, IN A CONSPICUOUS PLACE, AT EACH ENTRANCE TO OFF- STREET PARKING FACILITIES, OR IMMEDIATELY ADJACENT TO AND VISIBLE FROM EACH STALL OR SPACE. THE SIGN SHALL BE NOT LESS THAN 17 INCHES BY 22 INCHES IN SIZE WITH LETTERING NOT LESS THAN 1 INCH ° IN HEIGHT, WHICH CLEARLY AND CONSPICUOUSLY STATES THE FOLLOWING: "UNAUTHORIZED VEHICLES PARKED IN DESIGNATED DISABLED PARKING SPACES NOT DISPLAYING DISTINGUISHING PLACARDS OR LICENSE PLATES ISSUED FOR PHYSICALLY DISABLED PERSONS MAY BE TOWED AWAY AT OWNER'S EXPENSE. NTS ADA Signage NTS Not Used DDEPACT t1f)kIr (`I IDD . A' 9M 7 z � C) w v V) m c~n w Approved By: Approved By: Approved By: Approved By: DISABLED ACCESSIBILITY SIGNAGE ON EMBEDDED METAL POST C PORT STYLE WHEEL STOP INTERNATIONAL ACCESS SYMBOL PAINTED ON PAVING NOTE: * INCREASE LOADING SPACE TO 8' -0° IF VAN SPACE Date: Date: Date: Date: ASPHALT PAVING FLUSH TO CONC SIDEWALK � z - cif Cl- 8' -0° 5' -0' # NOTE: CONTRACTOR SHALL SALVAGE EXISTING WHEEL STOPS, \ EXAMINE EXISTING WHEEL STOPS, AND REUSE ACCEPTABLE ITEMS. SECTION A -A NTS ADA Striping 4 CONCRETE WHEEL STOP W/ (1) NO. 4 BAR (EACH END) APPLY EPDXY RESIN TO CONTACT SURFACES ASPHALT PAVING NTS Port Style Wheel Stop 1° GAP 1' GAP PRECAST CURB 4't �- P P P f l L1 L� DOWEL TO EXISTING TR. WOOD CURB (BEYOND) BULLRAIL PARTIAL R IATM NTS R- 381618 NTS Bulkhead Curb 12 1 " =1 ' BSB 2/6/15 SURVEYED: SCALE: DATE "°�'A "AV° 19W THE HOTEL AT SOUTH PORT 12/22/2014 BSB 3/ 12/ 15 DESIGNED: AS NOTED HORIZONTAL NAD 1983/1991 ;; ,� CITY BSB 4/3/15 BSB RENTON WASHINGTON �`°S°°" DRAWN: RENTON ME: _ LPL ONE INCH DATU M DRAMIM W. CHECKED: JNP AT FULL SCALE Planning /Building /Public Works Dept. PAVING DETAILS C t 11 IF NOT ONE INCH BY DATE AP P R APPROVED. SCALE ACCORDINGLY sHr: 2 OF: 0 Cl) ULJ 0 2 LLJ 1.1 PETS Not 36936 O qtr G I S -r V, ONAL �� /� NTS Not Used NTS Not Used NTS Not Used COUGHLIN PORTERLUNDEEN A CONSULTING STRUCTURAL AND CIVIL ENGINEERING CORPORATION 801 SECOND AVENUE - SUITE 900 P: 206/343-0460 5 SEATTLE, WA 98104 F: 206/343-5691 • S O 11 T 14 P O R T SECO EVELOPMENT. I\C. NIN NOTES PERMIT CORRECTIONS #1 NOTES SFF CONTRACT PANS tamp t. ftuiI= SEC _C0%rRA0CT PLASS fixabon shall be ptaosd wt 1 PFOY48 a SeO3'2* CI-- R3 r:; I Soon M%*fW af Irnal'118d =SV*#a11k SEE NOTE 9 W LANDING PEDESTRIAN CURS Contract Plans 1 This Dian S to be used wnere Pedestran crown; I- OM dusCla is not PEDESTRIAN �URS - Curt Ramp W--Nto n " be aced *­J, I t1lo wxrdl of to SSSOC*bod 3W EXPANSION JQ;N`T iTYP r DE TEGIAME WARNING SURFACE - M CURB RAMP MATCH rADIEVOC-K WN • PEDESTRIAN CURB VV EXPAMSM.OINT TYP - SE NOTE 9 crosswal� or as snowr, 1-1 tft Cortfac. Plans SEE STANDARD PI AN F -0010 LANDING - - lioi Bo, wwi;�_ �9,, SEE NOTE 9 SEE STANDARD FLAPIT F-30." LANDING the Curn Ramp or on any 2 V*aro "GRADE BREW s :aiiloid o,,,. tne v lengt? of the grace - e-V - -.I\ C Ij See Cortiad Plans to, ths curb dosgn spaalfiod. See Pon" F 10.112 'or C�sb L_ - Week bet~ if'-- two a0facent suftne Diarves shai• be Ius' CUkil AND GUT JER 3,8- EXPANSION JOINT, T Y- DEPRESSED CURa ARC �EDESTRIAN CURB - SEE STANDARD PLAN F�30,10 ;u' It f4. - SEE NOTES rt - S131EVIALA C DO r c' , p Pk:,e G 'a- ng-, - Ir ctioin Saxes Access Cc ve -s or ovw( ao"ou'llo, nw%ms :.n ;W, of me C.�t Rasp �,- c- any part of To Cu -j Remo or P_ _2 The &d Item 'Cement Go> SIDEVALK CURB A (;L I I _­11-4 Land See Gor!ract Ptam Ir,, tie Cury Oe%W speafed See Stwwftrd F4*n Oof SEE CONTRAC' Pi ANN Giro and Gutter, Ped"Tran C6,D or SAftwo" L-k CURB VAMP CURB RAW DE-ECTABL-E 001IRMING SURFACE F-110,12 Curd C.It 3-vC GiUttor. :�ep,qWwd Curb and Guther, and Pede@Vw '-LrL debift CURB RAMP 7 T 40 Curb Ramp maximum running slope Shell not require Vis ramp to emomw 15 bell DE'I`EC?A&E vi➢iAlk" SURFACE - d C, MI% !-I' SEE STANDARD PLAN F4&i* 5 See 90arwhi►d Plan F-30.10 to, Curer: Concrete Sialowak Detim FAC_� or CURB CURB RADIUS DETAIL SEE STANDARD PLAN F-4111,1111 S-L �ON'4^C' -,_ANS See Contra-- Pion for widt, and pLioerr-er* of sidewalk SIDEWALK Landing wit be at die same elevation as the Curn, Ramp 0, Larm*V and there net Ve DEPRESSED CLAS & GUTTER f ^CA OF CURB DEPRESSED CURB A �VT­rk R 6 Tne 9W Ilegn "C,&-Yow, CorC-ete -.jrt RS-rp Type , does not;-Jude 5 S" the Contract C)ocj-arVt3 tv Ire art 38Lgr SpeCilloa CROSSWALK CROSSVWALK tne adlace-r Cjt. Cjrr. and Gutter DepNmsec Ci;;i and GLMor. Podostw SLOPE IN ? `tiLk DiRECnON DETECTABLE YOANING SURFACE - C,.t C-( Sdowsks 3. P j CEMENT CONCRETE SEE C04fii46"7 PLANS SEENOTE GRADE 4' - U MIN PEDESTRIAN CURB - SEE NOTE 9 SEE NOTT 7 7 1* Cjm Ramp -ax r- Um u,nfng sepo snal not reQuIlS the far" D *,-Qr BREAK MAX 0 � A OPE TOP op, GRADE iwu,*,K bL Pt 4N view DETECTABLE W"NOG BURIFACE - PLAN 5 3yn MAX to exceed 15 tees to avoid Chg" the SKX)e r"@Ivrp&tr *ten connecting TYPE PARALLEL A SEE STANDARD PLAN F4IL10 TYPE PARALLEL 9 to oftep grades Y*w appWq the 15-foot max erqth " -irrurg slope {TYP,) - SCE STANDARD PLAN SECTION A 4 7 LIN a cf me Cxb ramp " be as flat as liessfbis The bid ilam "Cement Ccriclirte Curb Ramp Type _* dog, XX inaUdi, Ins SUFFER STRIP SEE CONTRACT PLA48 GRADE BREAK AARMNG SURFACE BUFFER b L;�"V Ramp Ljcling and Fkam "A ramve Morn 'rmr See Stwwlard adjacent Curb or CCI.,rb and Gutter) Depressed C406 INV G" Peds@Wiw CONTRACT P,_A)4$ D SEE STANDARD MANF46.119 STRIP SEE STANDARD PLAN F-4111. I I Specifications 8- 14. a TOC CURB & GU"rrER Pedestrian C urn rr ary Do a-iilltod rl tree ;rota su rhm at vre Cad c* 7* 8. I he cumnan tnaxfrnum ru"ng slope WNS, not equire Tv ramp engir to I 2 0% MAX, ROADMAY . __ - I _� Cum Rarrp &NNor Landing wj I be at the same elevation as the exceed 15 teat to avoid cttawn the slope r►iellirullelly ~ oonnecIrg --'-r" Rar-,D or I anding and fWq be no mallonai lo eM-.r DEPRESSED CURB & GkJ--EP - CEMENT CONCRETE PMESTRIM -AND04G CURB - SEE NOTE 9 3FX STANDARD PLAN F-119-12 lb - v MAX 4- - I-XI, NO, . 5' - C, MAX SEE- NOTE 7 SEE CONTRACT PLANS SEE NOTE - SCFVVA1 K GRA0I_- BREAK GRADE BREAK 8Tall i"S MAY MAX „ CURB RAMP LA cum RAMP LANDING CURB STAMOAM PLAN F-30 io SECTION CLIOLNI CON CML,i _UR6 RAMP 1 fl`• >L PARAI F; N SAY JMIT S} 14Ct f I-, r,' r ISOrETM VIEW TYPE PARALLEL A PAY LOW SIDEVIIIALK 15 0, MAX 4 Cr Mh SEE NOTE - ^ SFE CONTRACT PLANS LEGIEW SLOPE 1*4 EITHER DIRECTION GRADE BREAK GRAM SRI" MAX CURB RAMP PEDESTRIAN CURB LANDONG SEE NOTE 9 Jfb EXPANSION-01% 0- SEE STANDARD PLAN F-Xio SECTION C 'Ckt*JtT CONCRETE CLM RAMP I Y 1n_ PARAL, IE i Ir PAY I)MIT - SEE NOTE e I r ISOMETRIC VIEW TYPE PARALLEL 8 PAY LIMIT ? tTRIC 1(t '/OSAI 5.3o. 2,413 PARALLEL CURB RAMP STANDARD PLAN F•40.12-02 SHEET I 0- ' SOREE' APPF;YFD F BIrC.ATiCA Ask im CVRS RAMP WDY*HA O' Malty LAND111G-CWTCH A NOTES CURB RAMP WROTH - SEE CONTRACT RAM CURB RAW VADTH f C- MIN LANDiND, TC TH - MATCH CURB PLANIS RAMP C _eb Ramr ocs-,nn small op oiaced with n I" vndIh o' :he assocoited WID SEE CONTRACT LANDING (33RAOIF SPEAK ologswisfiI or es shown n the Cc-rract -1 al's GRAM BREAK Where - GRAM aPE-W Is Quiled o,'.- the emire ertWn c grave M SEE ;ON I PAC PLANS - CURB RAMP - GRADE 8R FAX 0• MIN bnM bSjwW tt-4 two ad)acev surface pk3l*s wail be Pjs- CEMEW CONCRETE SlOEV&%LK - SEZ� ;ONIFIACT NG - A SEE NOTE 3 Do no: ;Amos Gr3t.r--gS UnCtQf� 60xQS ACC� COvQ'S. 0r,;,V%Q' _01 MIN PROWME SV00 an any oat of the CAt Rar-L 0- TikAkwxm TO 7 7• C.TA4 E N T 4,X), 4 C F Z F T4 MEnces !n Orort of 1.1,e (;jm RarW Q SIDEWALK - SEE NOTE NT" (rf>, SEE 00%TRACT r�3' A MS IN MN A S EE �Z3'RAC T PANS - Lancng MIN 2O M" 2 011 wm-: gn Sper,01 3W 0 Plan 1 4 See Lne Contract P*% for Jab IW BUFFER Vep TH - MICH .0 F-10.12 fcr C�-b. Cu-D and Depressed C_rt and Gift, and OINT,-T'1I` - SEE _FPTk Cuft RANP of pedesumr. Cft (details Y�'FXPANWDIN WKS RAMP STANDARD PLAN F-30. 10 Cement -Ic J04W (TIP, -SEE E See StwWard Plan F410.110 !o, Ce t Ca -,silie 3KWw&k detailill STANDARD PLAN F-M.10 GRADE '=RAIX� BREAK See �cft-jV Plane 1), width a-c! Dlacerner; cf srcewa,-k BREAK TRANSITION 70 SIDEIAA�K BUFFER PRFSEN1r OR 10 BACK 3F CLXM,--YP K;re,.e C,,b Ramc Type ' does not riclude SEE CON-RA-'T kANS 6 Tne EW Item -"e rent "or C;-_sndGA-" Ueressec_ T and --,e, POODI&M .,orb 0, sidir"Ook C�)w RET E ANUGUi1'f=R - CURD. OR CURB _;�N _ 7 SEC NOTE 4 AND GUT`TER - PEDESTRIAN CURB - The Curt Rarr.o naxasur. -,nrwV slope "L, -.0', reqre the fa-c ;cnqt-I SEE NOTE 4 1 DETECTASLE WAMJM TNJRFACE - $EE NOTE 4 Dom) .0 exosw 15- fam Lc cmas -g tr* s opt osoefirwe-y wren corvIecting SEE STANIVARID PLAN F-411,10 DETECTABLE V"NiNG SJWACE - tc M&ep grao" yy�W apryrg the 1`5-f= mxwnum engl,, Tia _nntng FACE OF CLRB FACE Or CURB WE STANDARD PLAN F-da.11111 skCe cf ttie Curb Ramc " as ft as feasible Mt-AS;jfV_D PARALLEL DEPRESSED C-1.001111; AND GUTTER R - DEPRESSED CURB ANC Gj7r---R 8 �_'L�m Rama. Land rq and Flares shag rece ve Droo-r I See ro MIPS cryll) CROSSWALK _'Et NOTE 4 CAOSSVMLK ftwalmd Specification 11-11,iL LEGEND CPPI: !N EITHER a �;7 C - ON PLAN VIEW PLAN VIEW TYPE PERPENDICULAR A TYPE 110111PIEND11CULAR 8 OETECIAMILL V41ARIONG, SURFACE - (SHOVA Wr" BUFFER. CEMENT 00%CIRE-TE ~41ING SLRFA'_F SEE STANDAMPLANF-ALTS PEOLSIram CUM 4 0• MIN kw GRADE BREAK SEE NOTE A SEE C,-14TRj. SEE NOTL 7 - COUNTER 9-(WL - SLOPE TRFATMEN. 7 S STANDARD PLAN F30.10 - MAX -Pf�&SSED -,RS AID R FE GRADE BREAK 5 014 V 3' R JF_ - - 2 Qi%, MAX SEE NOTE A 0.3% MAX Too OF ROADWAY - ------------ �Mf 4T C`.)W_Rt TT C-IRS C LA G URB RAMP NDIN DEPRESSEID CURB AM GJT-ER - SEE STANDARD PLAN F-10.112 CLIIRS RADIUS DETAIL r SECTION A CF RENT CO##CFkLrE. CURB PAW IPA, PERPENL4C AM O' DAY LIMIT - Sff NOTE 5 e y T 0- , A j PERPENDICULAR CURB RAMP STANDARD PLAN F-40.15-02 SHEET O I SHEET Al' PRI CF L AT6NJ� ISOMETRIC VIEW raCONEIRIC VIEW TYPE PERPENOICUILAR A PAY LWT TYPE PE1111.111001CULAR SPAY LJWT *11-410- S..ft D.P.-1 .1 Tft P" mi. Not Used 10 Approved By: Wt. 'i MIN Sr V_ C1,C)41 RAG I !�ANSI ONTRAG` tIANS1 l r LI-1 T.-rP CV 2 0% MAX TRIP ~ `OAIDWAY J CFMFNT CGNCRE`7E CURB AND CEMENT CONCRETE PEDESTRIAN c;:O %R - SEE NOTES 4 & f, ^�IRB % ',V SEE NO'I: D SECTION B "CEMENT CONCRETE CURB RAMP Ty� COMBINATiOW PA! UNIT SEE 1116ii C, TYPE COMBINATION PAY LWAFT S•30•13 COINSINATION CUM RAMP STANDARD PLAN F-40.14-4= SWEET SWEE- ! rL 44 IAS NOTES PERMIT CORRECTIONS #1 CEMENT CONCRETE SEE Provide a separate "urn I tamp t. ftuiI= PIEDESTRIAN CURB - PLANS CEMEN, CONCRETE fixabon shall be ptaosd wt :Ire *he i&Pvwwtd: SEE NOTE 9 W LANDING PEDESTRIAN CURS Contract Plans 1 This Dian S to be used wnere Pedestran crown; I- OM dusCla is not CURB RAMP ­ SEE NOTE 9 2. VVhere 'GRADE BREAK" i i called oit, #* onitre, I"M 01 to grads VAC r DE TEGIAME WARNING SURFACE - M CURB RAMP MATCH rADIEVOC-K WN • ad!acent surftce pianos Sir 10 be I�u"k �4- - 2' , SEE STANDARD PLAN F46,10 SEE CONTRACT f1t ANS Oo not place Gratings;, i, Jor - lioi Bo, wwi;�_ �9,, -4- 31 R the Curn Ramp or on any -0k, ft. tmpll� lart of "fe C1 -.I\ C Ij See Cortiad Plans to, ths curb dosgn spaalfiod. See Pon" F 10.112 'or C�sb L_ - Curt aria 04ftr. DepfasJki, Curt G. Gutter " Pedsetirim Cum deaft 3,8- EXPANSION JOINT, T Y- DEPRESSED CURa ARC �EDESTRIAN CURB - SEE STANDARD PLAN F�30,10 ;u' It f4. - SEE NOTES rt - s See Stanittlard Plan F-30. for width awi p!4�Tcemeni for ceAnt I ConlCr"r1t(!rW11r 17 Co'wact P�.An& V SEE NOTE 9 The &d Item 'Cement Go> ate Curia Aam}�Type 'don owdude t110 cLot CE-161E W CONCRETE BUFFER STRIP %P') SEE GON (RAC PLANS CEMENT CONCRETE CURB Curb and Gutter, Depress Giro and Gutter, Ped"Tran C6,D or SAftwo" CURB & GurTEK - AND 64i I I ER - S��:E NOTES 4 & 6 362' FXPAN&ON JOINT SEE NOTE I^ SEE NOTE$ 4 6 E 7 T 40 Curb Ramp maximum running slope Shell not require Vis ramp to emomw 15 bell to avoid chasing the Slope Indefinitely when conroackling to sow grades Ww *Py*V T* DETECTABLE WARNING SURFACE - K SEE STANDAMIDPLA11F4111410 DEPRESSED CURB 9 GLITTER - DETAIL SEE- NOTES 4 & 6 154ocl max length the runring slope of the Curb Ramp shall be m f& M fame4o CURB RADIUS DETAIL 8 Curb Ramp, _arcing and Flares shall) newme broom rrwsli See Slandwill goo@NW@dom 110-14, 9 Pedestrian Curb may be Omitted tf the ground SUIT11808 at Ow OEM of *A Cart R&Fv Jllmwo' SIDEWALK Landing wit be at die same elevation as the Curn, Ramp 0, Larm*V and there net Ve PLAN VIEW material In retain. TYPE COMEMNATION 5 S" the Contract C)ocj-arVt3 tv Ire art 38Lgr SpeCilloa WITH BUFFER LEGEND SLOPE IN ? `tiLk DiRECnON DETECTABLE YOANING SURFACE - 4 fX W. N Q, MAX SEE STANDARD PLAN F-16_110 3. P j CEMENT CONCRETE SEE C04fii46"7 PLANS SEENOTE GRADE 4' - U MIN PEDESTRIAN CURB - SEE NOTE 9 SEE NOTT 7 SEE ,_owmAcT PLAN' OFF NOTF 7 BREAK MAX 0 � A OPE TOP op, GRADE iwu,*,K bL GRADE BREAK RGAMNAY 5 3yn MAX V_ V > k-ANDiNG OUR13 RAMP DEPRESSED CURB AND GIJTTER - CURB RAMP CURffRAMP SEE STANDARD PLAN F-10.12 ANG NOTES iANENNG ,vAl EXPANSION ,ii. N-z {TYP,) - SCE STANDARD PLAN SECTION A C SEE 40- 8 a SECTION C Wt. 'i MIN Sr V_ C1,C)41 RAG I !�ANSI ONTRAG` tIANS1 l r LI-1 T.-rP CV 2 0% MAX TRIP ~ `OAIDWAY J CFMFNT CGNCRE`7E CURB AND CEMENT CONCRETE PEDESTRIAN c;:O %R - SEE NOTES 4 & f, ^�IRB % ',V SEE NO'I: D SECTION B "CEMENT CONCRETE CURB RAMP Ty� COMBINATiOW PA! UNIT SEE 1116ii C, TYPE COMBINATION PAY LWAFT S•30•13 COINSINATION CUM RAMP STANDARD PLAN F-40.14-4= SWEET SWEE- ! rL 44 IAS GRADE BREAK GRADE BREAK cuuNTRR SLOPE & DrVtv X t. .I% Wo SEE Nl-:- f) I _1% i.`k MAX -C)p _)V ROADWAY • CURB RAW LANDING DEPRESSED CURB & G01717P 5 F STANIIIIA" PLAN f-10.12 SECTION A 'CEMENT CONCRETE CURB RAW TYPE S NGLE DIRECTION A PAY JM - SLL I Al- ISOMETRIC VIEW TYPE 811INGLE DIRECTION A PAY UNIT �AULVANNY'GZ 1 110 112TH AVE NE SUITE 500 BELLEVUE WA 1 98004 1425463,20',10 1 f4254632W2 PERMIT CORRECTIONS #1 BSB 2/6/15 NOTES SURVEY O: SCALE AS NOTED PERMIT CORRECTIONS #2 BSB 1 This Dian S to be used wnere Pedestran crown; I- OM dusCla is not DESrMM: BSB Jk EC -ABLE. VIMANLAIG MATCH SOIDE9MLX BUFFER STRIP oenitod SWACE -SEE M CORMIER WIDIM - r 0, M;N SEE C 0100 MAC I PLANS k 2 Cuvb romp locafior "I be piacvId wojw Vie %wift of rw aseacoM MATCH SIDEV06LK ONE INCH 1 PEDESTRIAN CURB ciosswaik. n, as shown 4r, Ithe c4ribud Puna SF-- CONTRACT PLANS CHECKED: J N P - SFI-. 40-F 1c, k: •�Rf! RAMP REVISION 3 V*wm "GRADE BREAK" is Called out Na wom ber-Stl* Y rw jr&del 111- DATE PEDESTRIAN CURB MATCH MEWWK WIDTH - 4 0'#Alk PEDESTRIAIN CURB SEE NOTE lo between the two adjacent surface Chartres Shed be &JIIh 362' FXPAN&ON JOINT SEE NOTE I^ SEE - ONTRAC T ILAkf; LANDING 4 Do net pia GO gratiNs, ju;,ctk)n boxes acassai Dow" or itlw appultan T-yn SEE STANDARD PLAN l'-11GAII LAN044r, _)(PANSIONjOINT - SEE PAY LIMIT anon w front of ire curb ramp Cr an ar-y va-1 a' ft an rww or "N SIDEWALK STANDARD PLAN F-30.10 5 S" the Contract C)ocj-arVt3 tv Ire art 38Lgr SpeCilloa SEE MOTE I,, x r MiN T S" Sisrodeird Plan F-10.12 for Curt Cirb arid Gullbor Depressed Curt aric GLINT and Pedestrian Curb detiolis A 3. P j 2 -.30.10 1,, C.,.M Conc-eft Sdwok Balsils C Seat Sta,&M Plan r 2, MIN 13" R See contruld plans for width and placenwril of sidowelli go C SEE 40- 8 a L) The bid ilam "Cement Ccriclirte Curb Ramp Type _* dog, XX inaUdi, Ins SUFFER STRIP DETECTABLE AARMNG SURFACE BUFFER ice' DETECTABLE WARNING SURFACE adjacent Curb or CCI.,rb and Gutter) Depressed C406 INV G" Peds@Wiw CONTRACT P,_A)4$ D SEE STANDARD MANF46.119 STRIP SEE STANDARD PLAN F-4111. I I Curb or SK walk, 3r ft v A him ov� clostre sr., CURB & GU"rrER 8. I he cumnan tnaxfrnum ru"ng slope WNS, not equire Tv ramp engir to uRB & st WjTE S - !WIF 40717 r exceed 15 teat to avoid cttawn the slope r►iellirullelly ~ oonnecIrg P'--DFSTR PEDESTRiAN to swec grades. V~ svo)rng Ve 15 fo&. rrarmun krqtft. IPe narrwV AN CROSSING L JS J;� t: SIGN CURS RAMP CROSSING C1_')&)RF SIGN FACE 0� CURB RAMP slope Cc! the curb romp stall be as Id as tons" FACE (')F CURB 9 (;L(t Wnpill and landings &-MI; TWO" b1`00.1711 11111'"Ll' CURB PLAN VWW PLAN VIEW See SlatieWd SpeclAcatims 9-14. TYPE SINGILE DIRECTION A TYPE 3WGLE 011111INCTION 0 10 Pedosbw Curb may be orrifted it to Sou^d Kobw at to bow of the < Curt Ramp and1for iandvV will be at We awns SWANIon as Tie Curb Ramp or Lamdnq and vnem wol be mo mebrisil to '_)t�TtCfAfkr WARNING SLR.J AL SEE STANDARD PLAN FJ610 i 9 1; MAX t, Zl' MAX LE430C < SFF W : -E F GRADE BREAK GADE BREAK GRADE NOTE 8 SEE NOTE a GRADE BREAK SLOPS I% &141�41`t 3MCT10N GRADE BREAK GRADE BREAK cuuNTRR SLOPE & DrVtv X t. .I% Wo SEE Nl-:- f) I _1% i.`k MAX -C)p _)V ROADWAY • CURB RAW LANDING DEPRESSED CURB & G01717P 5 F STANIIIIA" PLAN f-10.12 SECTION A 'CEMENT CONCRETE CURB RAW TYPE S NGLE DIRECTION A PAY JM - SLL I Al- ISOMETRIC VIEW TYPE 811INGLE DIRECTION A PAY UNIT �AULVANNY'GZ 1 110 112TH AVE NE SUITE 500 BELLEVUE WA 1 98004 1425463,20',10 1 f4254632W2 PERMIT CORRECTIONS #1 BSB 2/6/15 O SURVEY O: SCALE AS NOTED PERMIT CORRECTIONS #2 BSB 3/12/15 DESrMM: BSB Jk EC -ABLE. VIMANLAIG PERMIT CORRECTIONS #3 BSB 4/3/15 SWACE -SEE M CORMIER 7. STANDAIIID PLM F-4510 DRAWN: LPL ONE INCH 1 D8VfSM CURB AND TER - SEE %01 - CHECKED: J N P AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY NO. REVISION BY DATE A P P R APPROVED: vitADF BReaK SIDEWALK - SEE NOTE ii SEE NOTE 5 3% MAX 2 M MAA MAX r CURB RAMP LANOM CURB RAMP SECT" a VERTICAL. NAVD 1988 HORIZONTAL- NAD 1983/1991 DATU M NTI Not Used I I 4h 8 1% 15, CITY O F RENTON Planning/Building/Public Works Dept. qxTA 4%, Z, QN OA 343U 4% 'ke 1 STS % \ , NAL SINGLE CURB DINGICTION RA" STANDARD ft" F-40.1&42 SHEET • Df , &-EE' R- 381619 THE HOTEL AT SOUTHPORT RENTON WASHINGTON ,6 l y PAVING DETAILS Date: Date: Date: Date: WS Curb Ramps El NTS 0"I Not Used I L DAM 12/22/2C14 FILDSOM - PAIGE: DIRMAWC ND­ C "CEMENT CONCRETE cuRa TAMP X t z O FYPE ' f%GLE DIRECTION 13' -Ay LPA 7 C z - SEE NOTE 7 Jk EC -ABLE. VIMANLAIG 1' RADfA SWACE -SEE M CORMIER 7. STANDAIIID PLM F-4510 13EDES-RLAN CURB D8VfSM CURB AND TER - SEE %01 - Z ?0• ANGLE OM RADIUS MAY VARY ISOMETRIC VIEW DETAIL TYPE SINGLE 011RECTIOIN 8 PAY LIMIT VERTICAL. NAVD 1988 HORIZONTAL- NAD 1983/1991 DATU M NTI Not Used I I 4h 8 1% 15, CITY O F RENTON Planning/Building/Public Works Dept. qxTA 4%, Z, QN OA 343U 4% 'ke 1 STS % \ , NAL SINGLE CURB DINGICTION RA" STANDARD ft" F-40.1&42 SHEET • Df , &-EE' R- 381619 THE HOTEL AT SOUTHPORT RENTON WASHINGTON ,6 l y PAVING DETAILS Date: Date: Date: Date: WS Curb Ramps El NTS 0"I Not Used I L DAM 12/22/2C14 FILDSOM - PAIGE: DIRMAWC ND­ C r < z -7 r r z z > 0 M z L") z C ic 00 M M YJ t z O Z C z -.0 z M z M > r < z -7 r r z z > 0 M z L") z C ic 00 M M �s O z -.0 in. ,. T� Z OM �s O z 0 2 0 Q J W H 0 2 W 2 TER FEATURE TREE TER FEATURE SHRUB /UNDERSTORY MIX INTERIOR PARKING LOT c.Rni JNnr.nVFR MIX e T I I I I I I --L-------------- 1 I I I PORT COCHERE SHRI I I ,/-PORT COCHERE TREE PORT COCHERE SEA, COLOR ANNUALS I I I I I L--------- - - - - -- 'SCAPE TREES 'SCAPE SHRUB MIX 'SCAPE VINE MIX 40J SCALE 1"=20* PLANT SCHEDULE SHRUBS AND GROUNDCOVERS QTY BOTANICAL NAME COMMON NAME SIZE SPACING TREES OTY BOTANICAL NAME COMMON NAME SIZE SPACING 15 WATER FEATURE TREE, SPECIES MAY INCLUDE. 2 -4' CAL PER PLANS ACER CIRCINATUM VINE MAPLE SPECIMEN ACER PALMATUM JAPANESE MAPLE CORNUS KOUSA KOUSA DOGWOOD PINUS THUNBERGII JAPANESE BLACK PINE Op 3 STREETSCAPE TREE: SPECIES MAY INCLUDE. 4-6' PER PLANS CERCIDIPHYLLUM JAPONICUM KATSURA SPECIMEN GINGKO BILOBA'PRINCETON PRINCETON SENTRY TREES SENTRY GINGKO MATCHED STEWARTIA SINENSIS CHINESE STEWARTIA ZELKOVA SERRATA JAPANESE ZELKOVA 381620 EXISTING PLANTED BUFFER TO REMAIN PRESERVE AND PROTECT x FULLY SIGHT - OBSCURING LANDSCAPE VISUAL BUFFER CUPRESSUS x LEYLANDII LEYLAND CYPRESS 2' CAL 6 0 H0R1Z ' ° ' �' DATUM POPULJS NIGRA ITAUCA POPLAR LOMBARDY 6' HT 12 O C c ' NATIVE NORTHWEST WILDFLOWER T Y. 0 o r AND GRASS MIX INTERIOR PARKING LOT GROUNDCOVER PLANTING. ACHiLLEA MILLEFOLIUM WESTERN YARROW 1 GAL 24'0 C DESCHAMPSIA CAESPITOSA TUFTED HAIRGRASS 1 GAL 24' O.0 L__ - I' FESTUCA OVINA GLAUCA DWARF BLUE FESCUE 1 GAL- 24'0 C DATE VIBURNUM DAVIDII DAVID VIBURNUM 1 GAL 24'0 C PORT COCHERE SHRUB MIX: PRUNUS LAUROCERASUS MOUNT VERNON LAUREL 2 GAL 18' O C MOUNT VERNON' 111111111 1trt1111t SEASONAL COLOR ANNUALS BY OWNER 2 POR- COCHERE LARGE SHRUB SPECIES MAY INCLUDE 5 GAL PER PLANS ENKIANTHUS CAMPANULATUS REDVEIN ENKIANTHUS LAGERSTROEMIA CREPE MRYTLE noononnn 000nnnonn nnnnnnnn 000000°00 STREETSCAPE SHRUB MIX CAREX MORROWII ICE DANCE ICE DANCE JAPANESE SEDGE 1 GAL 18'0 C ® STREETSCAPE VINES 1 GAL. AKEBIA QUINTATA 5-LEAF AKEBIA HYDRANGEA ANOMALA PETIOLARIS CLIMBING HYDRANGEA LONICERA JAPONICA HALLIANA HALLS JAPANESE HONEYSUCKLE PAR- HENOCISSUS TRICUSPIDATA BOSTON IVY + + + + + + + + + + + + + ++ WATER FEATURE SHRUB AND GROUNDCOVER MIX AZALEA INDICA ALASKA ALASKA AZALEA 1 GAL 18' O C + + + + + + + + ++ ESCALLONIA x EXONIENSIS PINK PRINCESS ESCALLORIA 1 GAL 18'0 C FRADESI I' HOSTA FORTUNEI HOSTA 1 GAL 18' O C IRIS ENSATA 'CASCADE SPICE CASCADE SPICE JAPANESE 1 GAL 18° 0. C, IRIS PIERS JAPONICA CAVATINE CAVATINE PIERIS 1 GAL 18'0-C RHODODENDRON IMPEDITUM DWARF PURPLE 1 GAL 18' O C RHODODENDRON VAC&NIUM OVATUM EVERGREEN HUCKLEBERRY 1 GAL. 18'0 C TREES OTY BOTANICAL NAME COMMON NAME SIZE SPACING 15 WATER FEATURE TREE, SPECIES MAY INCLUDE. 2 -4' CAL PER PLANS ACER CIRCINATUM VINE MAPLE SPECIMEN ACER PALMATUM JAPANESE MAPLE CORNUS KOUSA KOUSA DOGWOOD PINUS THUNBERGII JAPANESE BLACK PINE Op 3 STREETSCAPE TREE: SPECIES MAY INCLUDE. 4-6' PER PLANS CERCIDIPHYLLUM JAPONICUM KATSURA SPECIMEN GINGKO BILOBA'PRINCETON PRINCETON SENTRY TREES SENTRY GINGKO MATCHED STEWARTIA SINENSIS CHINESE STEWARTIA ZELKOVA SERRATA JAPANESE ZELKOVA 381620 STATE OF WASHINGTON LICENSED LANDSCAPE ARCHITECT GA.MY E. BROWER LICENSE NO. 545 FYDIRFC OW 1NiAM1R T x SURVEYED: ScAz- AS NOTED H0R1Z ' ° ' �' DATUM ii CITY OF 's RENTON: Plannin Buildin Public Works Dept. g / g / P THE HOTEL AT SOUTHPORT R E NTON WASHINGTON PLANTING PLAN MTE 2/2/2 s F'a°e°°" oiawr+c No- SHm: CIP Y Y X c ' T Y. °�" GB, RM r `Z T �r I I NO. STATE OF WASHINGTON LICENSED LANDSCAPE ARCHITECT GA.MY E. BROWER LICENSE NO. 545 FYDIRFC OW 1NiAM1R i L T _ T R � � ? Z z� `E rrryyyT}�T�� T T Z I x r, r C D -r SEE SHEET - L102 PARTNERSHIP 4' berger 1131%'TPAA_ NE } + } "C 5W x 3LLLLVLL A., �Y. 1721 8th Ave N 206 325 6877 U T U PORT 1.�5 =G: �: 4� , of >) z � Seattle, WA 98109 bergerpartnership.com SO s r c O D r 1 r L O P M E N T. I N C- SURVEYED: ScAz- AS NOTED H0R1Z ' ° ' �' DATUM ii CITY OF 's RENTON: Plannin Buildin Public Works Dept. g / g / P THE HOTEL AT SOUTHPORT R E NTON WASHINGTON PLANTING PLAN MTE 2/2/2 s F'a°e°°" oiawr+c No- SHm: CIP Y Y X °�" GB, RM :I VB o n `�"� AT � � GB IF NOT ONE I� SCALE ACCORDMrGLY NO. REVISION BY DATE APPR i L T _ T R � � ? Z z� `E rrryyyT}�T�� T T Z I x r, r C D -r f Q � O 4 CL O J W W 2 H G� f I" / I f EXISTING VEGETATION TO REMAIN SEE SHEET - L101 m No m NNW mw— INTERIOR PARKING LOT GROUNDCOVER SEE SHEET - L103 } FFA _E 1- -20 R- 381621 STATE OF WASHINGTON LICENSED LANDSCAPE ARCHITECT G yomy E. BROWER LICENSE NO. 545 EXPIRES ON: 10/14/2016 i i i i I i i i i I i i z T x O z_Z R- 381621 STATE OF WASHINGTON LICENSED LANDSCAPE ARCHITECT G yomy E. BROWER LICENSE NO. 545 EXPIRES ON: 10/14/2016 I •r s-; 41 x =s z� y T O n D Z G1 Z C ic m m z T x O z_Z mT R D C z _ } � • �.s c }� T ff��+r� r =Z j c m T . r. m I I •r s-; 41 x =s z� y T O n D Z G1 Z C ic m m I T T x O T � mT R D C 7 � • �.s C ff��+r� < c I T T O T � mT < cr 0 2 H O Q w O z w z INTERIOR PARKING LOT FULLY SIGHT- OBSCURING GROUNDCOVER LANDSCAPED VISUAL BUFFER / / /.ter' /,l/ l / ,r, �✓ / / � a. �. ' - - � - i� d:...l.G.Gs aiwds�-- �.r..rrGr._,. �� � /. ,i,.Y.�b' -: = -�.- - -ate < ter.► SHEET - L102 i w 1m 3: O J W m � W � W cn (2) 2" 0 LODGE POLE WOODEN STAKES ARBOR TIE. OR APPROVED ALTERNATE UNDISTRUBED OR COMPACTED SUBGRADE NOTES STAKE TREES 1-1,2'- 3" CALIPER, OR MULTI -STEM 8 -14 TREE STAKING INSTALL 1" ABOVE CONTAINER DEPTH PLACE SPECIFIED MULCH OVER PLANTING BED PER SPECIFICATIONS BACKFILL PLANTING PIT WITH- NATIVE SOIL OR SPECIFIED MIX OF NATIVE SOIL AND COMPOST 1.5 D REMOVE UNTREATED BURLAP FROM TOP 1/3 OF ROOTBALL. ROOTBALL REMOVE TREATED BURLAP OR DIAMETER "D WIRE BASKETS COMPLETELY. CONTAINER PLANTS - SCORE ROOTBALLS IN 3 PLACES TO 1 /2' ® DEPTH B PROVIDE WATER SAUCER AT UN- IRRIGATED AREAS r—FINISH GRADE OF SOIL NATIVE SOIL NOTES. -- - -_ - 1 DETAIL APPLIES TO TREES. -- -- SHRUBS AND GROUNDCOVER - PLANTINGS. 2 WHERE TREES OCCUR IN GRASS AREAS, PROVIDE 4' -0' MULCH CIRCLE. SHRUB AND TREE PLANTING SCALE: N.T.S. 2D Lf TYPICAL FINISEHD GRADE W; SPECIFIED MULCH VERIFY SAUCER TOPSOIL FOR NEW PLANTING OR EXISTING NATIVE SOIL NATIVE SOIL - NOTES: SCORE ROOTBALL 3 PLACES TO 1/2' DEPTH. INSTALL 1' ABOVE CONTAINER DEPTH GROUNDCOVER PLANTING. SCALE N.T.S. k v I SCALE: N.T.S. 381622 SURVEY M. VEwncx N�w 1W CITY OF THE HOTEL AT SOUTHPORT DROM AS NOTED r+oRlzoNT�►r_ ""° 1/191 � b � PARTNERSHIP �� }'_" GB, RM RENTON WASHINGTON �•+ i : I RENTON . � 'tt;j'TZ1I� AJF. NE 'u!7L 5 : JB ONE IN(:�I DATU M PORT R T s dE5 ��� F <<<. � 3 Cr�cKEO: AT FULL SGLE Planning/Building/Public Works Dept. PLANTING PLAN 1721 8th Ave N 206 325 6877 SGB IF NOT ONE INCH � p Seattle, WA 98109 bergerpartnership.com S r C 0 IM E !. O P M F N T. I\ t' . SCALE ACCORDOOGLY NO. REVISION BY DATE APPR *" "ED: \dvvervrf�'1 x ^' STATE OF WASHINGTON LICENSED LANDSCAPE ARCHITECT 6V_Agz"P� — , 61101Y E. BROWER LICENSE N0.545 EXPIRES orr: 10/1e016 DATIE. 2/2/201s FEUDBOOK: NO: L_1103 SHEET- OP X XXX - L 0 z z C i z mT 1� Jwr- J :f z T T r � z •r I� O D Z G1 Z C 3 m m x w T r� ^v � v r (r_'00' I-e z� O� 0 I 0 m Z 0 z C 43 ca m m 7- G) _ � f N O I—oo Z C I 0 m Z 0 z C 43 ca m m 7- C) _ � f N O I—oo C)