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HomeMy WebLinkAboutF_Civil Plans_170828.pdfco 1 �i- 1 w 1-405 � q ik 5E pE'iROViCi"�CY F3 8180TH 3T SE CARR FD PROJECT LOCATION VICINITY MAP NTS LEGAL DESCRIPTION (PER FIRST AMERICAN TITLE INSURANCE COMPANY., ORDER NO. NCS-740927-CH12, DATED FEBRUARY 26, 2016 7:30 A.M.) THE SOUTH 132 FEET OF THE NORTH SIX -TENTHS OF THAT PORTION OF THE WEST HALF OF THE WEST HALF OF THE NORTHWEST QUARTER OF THE NORTHEAST QUARTER OF SEC11ON 32, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M., IN KING COUNTY, WASHINGTON, LYING SOUTH OF THE NORTH 30 FEET THEREOF; EXCEPT THAT PORTION LYING WESTERLY OF A LINE BEGINNING OPPOSITE HIGHWAY ENGINEER'S STATION 315 + 81 AND 40 FEET EASTERLY OF THE CENTERLINE OF HIGHWAY SR 515, RENTON VICINITY; (SOUTHEAST 196TH STREET TO CARR ROAD); THENCE NORTHERLY IN A STRAIGHT LINE TO A POINT OPPOSITE HIGHWAY ENGINEER'S STATION 318 + 41 AND 45 FEET EASTERLY OF SAID CENTERLINE, AND END OF SAID UNE AS CONVEYED TO THE STATE OF WASHINGTON BY DEEDS RECORDED AUGUST 02, 1972 AND JULY 11, 1972, UNDER RECORDING NOS. 7208020358 AND 7207110553, IN KING COUNTY, WASHINGTON. GOVERNING AGENCY CITY OF RENTON 1055 S GRADY WAY RENTON, WA 98050 (425)430-7204 SEPA SEE CV -1.1 FOR SEPA MITIGATION CONDITIONS OF APPROVAL 1505 Westlake Ave. N. T (206) 522-9510 Suite 305 F (206) 522-8344 Seattle, WA 98109 www.PAcL ND.COM -1-7 • REAL PROPERTY INVESTORS 2618 2ND AVENUE SEATTLE, WA 98121 (206) 321-7239 CONTACT: MARTY JOUFLAS PACLAND-SEATTLE 1505 WESTLAKE AVE N, SUITE 305 SEATTLE, WA 98109 (206) 522-9510 CONTACT: BILL FORTUNATO, P.E. LUKE RANDLES, P.E. SGA DESIGN GROUP 1437 S BOULDER AVE, #550 TULSA, OK 74119 (918) 587-8602 CONTACT: JEFF DALTON, AIA UTILITY PROVIDERS STORM CITY OF RENTON 1055 S GRADY WAY RENTON, WA 98057 (425) 430-7204 WATER SOOS CREEK WATER AND SEWER DISTRICT 14616 SE 192ND ST RENTON, WA 98058 (253) 630-9900 SEWER SODS CREEK WATER AND SEWER DISTRICT 14616 SE 192ND ST RENTON, WA 98058 (253) 630-9900 ELECTRIC PUGET SOUND ENERGY 10885 N.E. 4TH STREET BELLEVUE, WA 98004 (800) 562-1482 NATURAL GAS PUGET SOUND ENERGY 10885 N.E. 4TH STREET BELLEVUE, WA 98004 (800) 562-1482 Y CIVIL PACLAND-SEATTLE 1505 WESTLAKE AVE N, SUITE 305 SEATTLE, WA 98109 (206) 522-9510 CONTACT: BILL FORTUNATO, P.E. LUKE RANDLES, P.E. PACLAND-EDMONDS 250 4TH AVE S. SUITE 101 EDMONDS, WA 98020 (425) 275-9808 CONTACT: SHAWN PARSONS SURVEYING PACE ENGINEERS, INC 11255 KIRKLAND WAY, SUITE 300 KIRKLAND, WA 98033 (425) 827-2014 CONTACT: WILLIAM HAWKINS, P.L.S. t SETBACKS: MINIMUM FRONT YARD 15' MAXIMUM FRONT YARD 20' MINIMUM SIDE YARD ALONG STREET 15' MAXIMUM SIDE YARD ALONG STREET 20' MINIMUM FREEWAY FRONTAGE SETBACK 10' MINIMUM REAR YARD IF ABUTS RESIDENTIAL 15' MINIMUM SIDE YARD IF ADJACENT TO REST. 15' LANDSCAPING: DRAINAGE DETAILS STREET FRONTAGE 10' SIGHT OBSCURING BARRIER WHEN ABUTTING PAVING RESIDENTIAL ZONE 15' DETAILS MINIMUM LANDSCAPE AREA 15SF/PARK SPACE TOTAL DISTURBED AREA = 40,644 SF (0.93 AC) BUILDING AREA = 8,261 SF NON -BUILDING IMPERVIOUS AREA* = 17,892 SF (0.41 AC) NET NEW IMPERVIOUS AREA* = 4,154 SF (0.10 AC) TOTAL IMPERVIOUS AREA* = 26,153 SF (0.60 AC) LANDSCAPE AREA* = 9,818 SF (0.23 AC) IMPERVIOUS AREA COVERAGE* = 73% *REFLECTS SITE AFTER R/W DEDICATION B SHEET NO. DRAWING TITLE CV -1.0 COVER SHEET C-6.0 STORM DRAINAGE DETAILS CV -1.1 CITY OF RENTON STANDARD NOTES C-6.1 STORM DRAINAGE DETAILS AND CONDITIONS OF APPROVAL C-6.2 STORM DRAINAGE DETAILS CS -1.0 EXISTING CONDITIONS PLAN C-6.3 STORM DRAINAGE DETAILS D-1.0 DEMOLITION AND ESC PLAN C-8.0 PAVING AND SITE DETAILS D-2.0 ESC DETAILS C-8.1 PAVING AND SITE DETAILS C-1.0 HORIZONTAL CONTROL PLAN C-8.2 PAVING AND SITE DETAILS C-1.1 SITE PLAN L-1.0 LANDSCAPE PLAN SS C-2.0 GRADING AND DRAINAGE PLAN L-2.0 LANDSCAPE AND IRRIGATION DETAILS C-3.0 UTILITY PLAN BS BOTTOM OF STAIR MAX MAXIMUM PARCEL NUMBER: 322305-9104 SITE ADDRESS: 17808 108TH AVE SE 98055 CURRENT ZONING: COMMERCIAL ARTERIAL (CA) SITE AREA: EXISTING SITE: 0.88 ACRES AASHTO AMERICAN ASSOCIATION OF STATE FL FLOW LINE REQS REQUIREMENTS HIGHWAY AND TRANSPORTATION FT FEET RMC RENTON MUNICIPAL CODE OFFICIALS ARCH ARCHITECTURAL HDPE HIGH-DENSITY POLYETHYLENE S SOUTH ASTM AMERICAN SOCIETY FOR TESTING HORIZ HORIZONTAL SD STORM DRAIN AND MATERIALS HP HIGH POINT SDR STANDARD DIMENSION RATIO AVE AVENUE HWY HIGHWAY SF SQUARE FEET BSRO BRIDGESTONE RETAIL OPERATIONS If INVERT ELEVATION SS SANITARY SEWER BMP BEST MANAGEMENT PRACTICE LP LOW POINT ST STREET BS BOTTOM OF STAIR MAX MAXIMUM SW SIDEWALK BW BOTTOM OF WALL MEP MECHANICAL/ELECTRICAL/PLUMBING TC TOP OF CURB CB CATCH BASIN MH MANHOLE TG TOP OF GROUND CL CLASS MIN MINIMUM TP TOP OF PAVEMENT CO CLEANOUT MJ MECHANICAL JOINT TS TOP OF STAIR CY CUBIC YARDS MUTCD MANUAL ON UNIFORM TRAFFIC TW TOP OF WALL DIA DIAMETER CONTROL DEVICES TYP TYPICAL DR DRIVE N NORTH VERT VERTICAL E EAST NTS NOT TO SCALE W WEST ESAL EQUIVALENT SINGLE -AXLE LOAD PE POLYETHYLENE WA WATER ESC EROSION AND SEDIMENT CONTROL PUD PLANNED UNIT DEVELOPMENT WSDOT WASHINGTON DEPARTMENT OF EX EXISTING PVC POLYVINYL CHLORIDE TRANSPORTATION FFE FINISHED FLOOR ELEVATION RD ROAD REVISION AS SHOWN ONE � AT PUL.,. SCAM F W ONE RM SCAM AOCOMMMY AFTER R/W DEDICATION: 0.83 ACRES HORIZONTAL DATUM NAD 83/91 WASHINGTON STATE NORTH ZONE- BASED ON FIELD TIES TO CITY OF RENTON MONUMENTS 1866 (SUPERSEDED BY KING CO. CONTROL #3810) AND 1868 VERTICAL DATUM NAVD 88 CITY OF RENTON MONUMENT 1866 (SUPERSEDED BY KING COUNTY CONTROL TRAVERSE POINT 3810) ELEV-401 04' GENERAL NOTES 1. SITE WORK FOR THIS PROJECT SHALL MEET OR EXCEED THE PROJECT SPECIFICATIONS, CURRENT WSDOT SPECIFICATIONS, AND CITY OF RENTON STANDARDS WHICH ARE HEREBY REFERENCED AS PART OF THESE PLANS. 2. THE DESIGN SHOWN IS BASED UPON THE ENGINEER'S UNDERSTANDING OF THE EXISTING CONDITIONS. THE PLAN DOES NOT REPRESENT A DETAILED FIELD SURVEY. THE EXISTING CONDITIONS SHOWN ON THIS PLAN SHEET ARE BASED UPON THE SURVEY PREPARED BY PACE ENGINEERS, INC., DATED 1/16/2015. THE CONTRACTOR IS RESPONSIBLE FOR VERIFYING FIELD CONDITIONS PRIOR TO BIDDING THE PROPOSED SITEWORK IMPROVEMENTS. IF CONFLICTS ARE DISCOVERED, THE CONTRACTOR SHALL NOTIFY THE OWNER PRIOR TO INSTALLATION OF ANY PORTION OF THE SITEWORK WHICH WOULD BE AFFECTED. IF CONTRACTOR DOES NOT ACCEPT EXISTING SURVEY, INCLUDING TOPOGRAPHY AS SHOWN ON THE PLANS, WITHOUT EXCEPTION, HE SHALL HAVE MADE, AT HIS OWN EXPENSE, A TOPOGRAPHIC SURVEY BY A REGISTERED LAND SURVEYOR AND SUBMIT IT TO THE OWNER FOR REVIEW, 3. CAUTION - NOTICE TO CONTRACTOR THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION OF EXISTING UTILITIES AS SHOWN ON THESE PLANS IS BASED ON RECORDS OF THE VARIOUS UTILITY COMPANIES AND, WHERE POSSIBLE, MEASUREMENTS TAKEN IN THE FIELD. THE INFORMATION IS NOT TO BE RELIED ON AS BEING EXACT OR COMPLETE. THE CONTRACTOR MUST CALL THE APPROPRIATE UTILITY COMPANY AT LEAST 48 HOURS BEFORE ANY EXCAVATION TO REQUEST EXACT FIELD LOCATION OF UTILITIES. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING UTILITIES WHICH CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN ON THESE PLANS. 4. ALL NECESSARY INSPECTION AND/OR CERTIFICATIONS REQUIRED BY CODES AND/OR UTILITY SERVICE COMPANIES SHALL BE PERFORMED PRIOR TO ANNOUNCED BUILDING POSSESSION AND THE FINAL CONNECTION OF SERVICES. 5. SITE WORK FOR THIS PROJECT SHALL BE CONSTRUCTED PER THE APPROVED, SIGNED CONSTRUCTION PLANS. ELECTRONIC FILES SHALL NOT BE CONSIDERED CONSTRUCTION DOCUMENTS UNLESS SPECIFICALLY STATED AS SUCH AND HANDLED IN ACCORDANCE WITH THE BID DOCUMENTS. SIGNED PAPER PLANS SHALL TAKE PRECEDENCE OVER ELECTRONIC FILES. 6. THE CONTRACTOR SHALL MAINTAIN A SET OF THE CONSTRUCTION PLANS ON-SITE AT ALL TIMES WHILE CONSTRUCTION IS IN PROGRESS. CITY OF RENTON Planning/Building/Public Works Dept. IN COMPLIANCE WITH CITY OF RENTON STANDARDS RENTON FIRESTONE 17808 108TH AVE SE COVER SHEET Y 08/23/2017 PAS: MWM NO, cv-1.0 ,d. co s 6 W TREE PROTECTION NOTES PROTECTION MEASURES DURING CONSTRUC11ON: PROTECTION MEASURES IN THIS SUBSECT10N SHALL APPLY FOR ALL TREES THAT ARE TO BE RETAINED. ALL OF THE FOLLOWING TREE PROTECTION MEASURES SHALL APPLY: 1. CONSTRUCTION STORAGE PROHIBITED: THE APPLICANT MAY NOT FILL, EXCAVATE, STACK OR STORE ANY EQUIPMENT, DISPOSE OF ANY MATERIALS, SUPPLIES OR FLUIDS, OPERATE ANY EQUIPMENT, INSTALL IMPERVIOUS SURFACES, OR COMPACT THE EARTH IN ANY WAY WITHIN THE AREA DEFINED BY THE DRIP LINE OF ANY TREE TO BE RETAINED. 2. FENCED PROTECTION AREA REQUIRED: PRIOR TO DEVELOPMENT ACTIVITIES, THE APPLICANT SHALL ERECT AND MAINTAIN SIX-FOOT (6') HIGH CHAIN LINK TEMPORARY CONSTRUCTION FENCING AROUND THE DRIP LINES OF ALL RETAINED TREES OR AT A DISTANCE SURROUNDING THE TREE EQUAL TO ONE AND ONE-QUARTER FEET (1.25') FOR EVERY ONE INCH (1") OF TRUNK CALIPER, WHICHEVER IS GREATER, OR ALONG THE PERIMETER OF A TREE PROTECTION TRACT. PLACARDS SHALL BE PLACED ON FENCING EVERY FIFTY FEET (50') INDICATING THE WORDS, 'NO TRESPASSING -PROTECTED TREES, ° OR ON EACH SIDE OF THE FENCING IF LESS THAN FIFTY FEET (50'). SITE ACCESS TO INDIVIDUALLY PROTECTED TREES OR GROUPS OF TREES SHALL BE FENCED AND SIGNED. INDIVIDUAL TREES SHALL BE FENCED ON FOUR (4) SIDES. IN ADDITION, THE APPLICANT SHALL PROVIDE SUPERVISION WHENEVER EQUIPMENT OR TRUCKS ARE MOVING NEAR TREES, 3. PROTECTION FROM GRADE CHANGES: IF THE GRADE LEVEL ADJOINING TO A TREE TO BE RETAINED IS TO BE RAISED, THE APPLICANT SHALL CONSTRUCT A DRY ROCK WALL OR ROCK WELL AROUND THE TREE. THE DIAMETER OF THIS WALL OR WELL MUST BE EQUAL TO THE TREES DRIP LINE. 4. IMPERVIOUS SURFACES PROHIBITED WITHIN THE DRIP LINE: THE APPLICANT MAY NOT INSTALL IMPERVIOUS SURFACE MATERIAL WITHIN THE AREA DEFINED BY THE DRIP LINE OF ANY TREE TO BE RETAINED. 5. RESTRICTIONS ON GRADING WITHIN THE DRIP LINES OF RETAINED TREES: THE GRADE LEVEL AROUND ANY TREE TO BE RETAINED MAY NOT BE LOWERED WITHIN THE GREATER OF THE FOLLOWING AREAS: (1) THE AREA DEFINED BY THE DRIP LINE OF THE TREE, OR (11) AN AREA AROUND THE TREE EQUAL TO ONE AND ONE-HALF FEET (1-1/2') IN DIAMETER FOR EACH ONE INCH (1") OF TREE CALIPER. A LARGER TREE PROTECTION ZONE BASED ON TREE SIZE, SPECIES, SOIL, OR OTHER CONDITIONS MAY BE REQUIRED. (ORD. 5676, 12-3-2012) 6. MULCH LAYER REQUIRED: ALL AREAS WITHIN THE REQUIRED FENCING SHALL BE COVERED COMPLETELY AND EVENLY WITH A MINIMUM OF THREE INCHES (3°) OF BARK MULCH PRIOR TO INSTALLATION OF THE PROTECTIVE FENCING. EXCEPTIONS MAY BE APPROVED IF THE MULCH WILL ADVERSELY AFFECT PROTECTED GROUND COVER PLANTS. (ORD. 5676, 12-3-2012) 7. MONITORING REQUIRED DURING CONSTRUCTION: THE APPLICANT SHALL RETAIN A CERTIFIED ARBORIST OR LICENSED LANDSCAPE ARCHITECT TO ENSURE TREES ARE PROTECTED FROM DEVELOPMENT ACTIVITIES AND/OR TO PRUNE BRANCHES AND ROOTS, FERTILIZE, AND WATER AS APPROPRIATE FOR ANY TREES AND GROUND COVER THAT ARE TO BE RETAINED. 8. ALTERNATIVE PROTECTION: ALTERNATIVE SAFEGUARDS MAY BE USED IF DETERMINED TO PROVIDE EQUAL OR GREATER TREE PROTECTION. (ORD. 5676, 12-3--2012) 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 NTH 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 OBLIGA11ON 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. 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 30 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 FUNC11ON 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. 1505 Westlake Ave. N. T (206) 522-9510 Suite 305 F (206) 522-8344 Seattle, WA 98109 www.PAcLAND.COM 0- /? Y fl eocw� 4. 4 �ECISTEo NO. 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 ED111ON 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 1N 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 APPLICANTS/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 UN11L 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 AC11MTY UNLESS OTHERWISE APPROVED BY THE PUBLIC WORKS DEPARTMENT, SURFACE WATER U11UTY 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 COMPAC11ON OF REQUIRED BEDDING MATERIAL, TO UNIFORM GRADE SO THAT THE EN11RE 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 LITH 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. 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 - 707. 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 INTENDED 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 STUB -OUT 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 CONSTRUC11ON 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 LITH 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). i T ONE om AT RILL, WAI..E F NOT ONE INCH SCALE ACCOMMY MnCAL- NAVO ,sae NMOWAU tM 9963/999, DATUM NE 1/4 OF S 32, T 23 N1 R 5 E SEPA CONDITIONS OF APPROVAL. 1. THE APPLICANT SHALL SUBMIT A REVISED LANDSCAPE PLAN THAT PROVIDES A DIRECT PERPENDICULAR CONNECTION FROM THE STREET FRONTAGE ENTRANCE TO THE SIDEWALK. THE REVISED LANDSCAPE PLAN SHALL BE SUBMITTED WITH THE BUILDING PERMIT APPLICATION TO BE REVIEWED AND APPROVED BY THE CURRENT PLANNING PROJECT MANAGER PRIOR TO BUILDING PERMIT APPROVAL. 2. THE APPLICANT SHALL SUBMIT A REVISED LANDSCAPE PLAN THAT PROVIDES A MINIMUM OF SEVEN (7) ADDITIONAL SHRUBS WITHIN THE PERIMETER PARKING LOT LANDSCAPING SCREEN. THE REVISED LANDSCAPING PLAN SHALL BE SUBMITTED WITH THE BUILDING PERMIT APPLICATION TO BE REVIEWED AND APPROVED BY THE CURRENT PLANNING PROJECT MANAGER PRIOR TO BUILDING PERMIT APPROVAL, 3. THE APPLICANT SHALL SUBMIT A REVISED LANDSCAPE PLAN THAT PROVIDES SHRUBS WITHIN THE INTERIOR PARKING LOT LANDSCAPING BULBS AT THE REQUIRED RATE OF ONE PER 20 SQUARE FEET OF LANDSCAPED AREA. THE REVISED LANDSCAPE PLAN SHALL BE SUBMITTED WITH THE BUILDING PERMIT APPLICATION TO BE REVIEWED AND APPROVED BY THE CURRENT PLANNING PROJECT MANAGER PRIOR TO BUILDING PERMIT APPROVAL. 4. THE APPLICANT SHALL SUBMIT A REVISED TREE RETENTION PLAN THAT IDENTIFIES THE THREE (3) RETAINED TREES AND PROVIDES THE REQUIRED PROTECTION MEASURES DURING CONSTRUCTION. THE REVISED TREE RETENTION PLAN SHALL BE SUBMITTED WITH THE CONSTRUCTION PERMIT APPLICATION TO BE REVIEWED AND APPROVED BY THE CURRENT PLANNING PROJECT MANAGER PRIOR TO CONSTRUCTION PERMIT APPROVAL. 5. THE APPLICANT SHALL SUBMIT A REVISED SITE PLAN THAT REMOVES THE EXTRUDED CURB FROM THE NORTHERN PERIMETER TO FULLY PROVIDE THE SITE TO SITE VEHICLE CONNECTION. THE REVISED SITE PLAN SHALL BE SUBMITTED WITH THE BUILDING PERMIT APPLICATION TO BE REVIEWED AND APPROVED BY THE CURRENT PLANNING PROJECT MANAGER PRIOR TO BUILDING PERMIT APPROVAL. 6. THE APPLICANT SHALL SUBMIT A REVISED SITE PLAN THAT INCLUDES A DETAIL CUT -SHEET OF THE BICYCLE PARKING RACK THAT COMPLIES WITH RMC 4-4-OSOELIB. THE REVISED SITE PLAN WITH CUT SHEET SHALL BE SUBMITTED WITH THE BUILDING PERMIT APPLICATION TO BE REVIEWED AND APPROVED BY THE CURRENT PLANNING PROJECT MANAGER PRIOR TO BUILDING PERMIT APPROVAL. 7. THE APPLICANT SHALL SUBMIT A REVISED LANDSCAPE PLAN THAT INCLUDES A DETAIL CUT SHEET OF THE RETAINING WALL MATERIALS THAT ARE COMPOSED OF BRICK, ROCK, TEXTURED OR PATTERNED CONCRETE, OR OTHER MASONRY PRODUCT THAT COMPLEMENTS THE PROPOSED BUILDING AND SITE DEVELOPMENT. THE REVISED LANDSCAPE PLAN WITH DETAIL CUT SHEET SHALL BE SUBMITTED WITH THE BUILDING PERMIT APPLICATION TO BE REVIEWED AND APPROVED BY THE CURRENT PLANNING PROJECT MANAGER PRIOR TO BUILDING PERMIT APPROVAL. 8. THE APPLICANT SHALL SUBMIT A REVISED ELEVATION PLAN FOR THE REFUSE AND RECYCLING ENCLOSURE THAT INCLUDES A DETAIL CUT SHEET IDENTIFYING THE SELF-CLOSING MECHANISM FOR THE ENCLOSURE DOORS. THE REVISED ELEVATION PLAN SHALL BE SUBMITTED WITH THE BUILDING PERMIT APPLICATION TO BE REVIEWED AND APPROVED BY THE CURRENT PLANNING PROJECT MANAGER PRIOR TO BUILDING PERMIT APPROVAL. 9. THE APPLICANT SHALL SUBMIT A REVISED LANDSCAPE PLAN THAT PROVIDES A MINIMUM OF TWO (2) PLANTER CONTAINERS NEAR EACH OF THE TWO (2) PUBLIC ENTRANCES. THE LANDSCAPE PLAN SHALL ALSO PROVIDE ADDITIONAL WIDTH ALONG PEDESTRIAN PATHWAY EXTENDING OUTWARD FROM THE BUILDING ALONG THE STREET SIDE FAQADE NEAR THE 108TH AVE SE ENTRANCE TO ACCOMMODATE ADDITIONAL PEDESTRIAN AMENITIES. THE REVISED LANDSCAPE PLAN WITH CUT SHEETS OF THE PLANTER CONTAINERS AND WIDENED PAVED ENTRANCE AREA SHALL BE SUBMITTED WITH THE BUILDING PERMIT APPLICATION TO BE REVIEWED AND APPROVED BY THE CURRENT PLANNING PROJECT MANAGER PRIOR TO BUILDING PERMIT APPROVAL. 10. THE APPLICANT SHALL SUBMIT A REVISED LANDSCAPE PLAN THAT PROVIDES A MINIMUM OF TWO (2) OUTDOOR SEATING BENCHES WITH DETAIL CUT SHEETS VERIFYING THE BENCHES ARE MADE OF DURABLE, VANDAL- AND WEATHER -RESISTANT MATERIALS TO BE LOCATED NEAR EACH ENTRANCE AREA. THE REVISED SITE PLAN SHALL BE SUBMITTED WITHTHE BUILDING PERMIT APPLICATION TO BE REVIEWED AND APPROVED BY THE CURRENT PLANNING PROJECT MANAGER PRIOR TO BUILDING PERMIT APPROVAL.11. THE APPLICANT SHALL SUBMIT A LIGHTING PLAN WITH PHOTOMETRIC UGH11NG ANALYSIS THAT PROVIDES THE APPROPRIATE LEVEL OF LIGHTING FOR THE PARKING LOT AND PEDESTRIAN AREAS WHILE LIMITING THE IMPACTS TO THE NEIGHBORING SINGLE-FAMILY NEIGHBORHOOD AS DETERMINED BY STANDARDS OF THE ILLUMINATING ENGINEERING SOCIETY. DETAIL CUT SHEETS OF THE LIGHTING FIXTURES WITH CUT-OFF LUMINAIRE SHALL BE PROVIDED WITH THE PLAN.THE LIGHTING PLAN AND PHOTOMETRIC LIGHTING ANALYSIS SHALL BE SUBMITTED WITH THE BUILDING PERMIT APPROVAL. 11. THE APPLICANT SHALL SUBMIT A LIGHTING PLAN WITH PHOTOMETRIC LIGHTING ANALYSIS THAT PROVIDES THE APPROPRIATE LEVEL OF LIGHTING FOR THE PARKING LOT AND PEDESTRIAN AREAS WHILE LIMITING THE IMPACTS TO THE NEIGHBORING SINGLE-FAMILY NEIGHBORHOOD AS DETERMINED BY STANDARDS OF THE ILLUMINATING ENGINEERING SOCIETY. DETAIL CUT SHEETS OF THE UGH11NG FIXTURES WITH CUT-OFF LUMINAIRE SHALL BE PROVIDED WITH THE PLAN. THE LIGHTING PLAN AND PHOTOMETRIC LIGHTING ANALYSIS SHALL BE SUBMITTED WITH THE BUILDING PERMIT APPUCA11ON TO BE REVIEWED AND APPROVED BY THE CURRENT PLANNING PROJECT MANAGER PRIOR TO BUILDING PERMIT APPROVAL. 12. THE APPLICANT SHALL PROVIDE PEDESTRIAN SCALE DECORATIVE SCONCES ALONG THE WEST FACADE AND NEAR THE PARKING LOT ENTRANCE, SCONCE DETAIL CUT SHEETS SHALL BE INCLUDED ON THE LIGHTING PLAN AND SUBMITTED WITH THE BUILDING PERMIT APPLICATION TO BE REVIEWED AND APPROVED BY THE CURRENT PLANNING PROJECT MANAGER PRIOR TO BUILDING PERMIT APPROVAL. 13. THE APPLICANT SHALL SUBMIT A REVISED LANDSCAPE PLAN THAT RELOCATES THE EASTERN PERIMETER CHAINUNK FENCE TO THE AREA BETWEEN THE PARKING LOT AND THE NEW PLANTINGS. THE PLAN SHALL ALSO INCLUDE A CUT SHEET OF A GREEN OR BLACK VINYL COATED CHAINLINK FENCE AND BE SUBMITTED WITH THE CONSTRUCTION PERMIT APPLICATION TO BE REVIEWED AND APPROVED BY THE CURRENT PLANNING PROJECT MANAGER PRIOR TO CONSTRUCTION PERMIT APPROVAL. 14. THE APPLICANT SHALL SUBMIT A REVISED ELEVATION PLAN THAT IDENTITIES ANY NEEDED SCREENING OF ROOFTOP EQUIPMENT THAT SHIELDS THE EQUIPMENT FROM PUBLIC VIEW. THE REVISED ELEVATION PLAN SHALL BE SUBMITTED WITH THE BUILDING PERMIT APPLICATION TO BE REVIEWED AND APPROVED BY THE CURRENT PLANNING PROJECT MANAGER PRIOR TO BUILDING PERMIT APPROVAL. 15. THE APPLICANT SHALL SUBMIT A REVISED UTILITIES PLAN THAT PROVIDES FRONTAGE IMPROVEMENTS ALONG THE SUBJECT PROPERTYS 108TH AVE SE FRONTAGE THAT MAINTAINS THE CURB LINE IN ITS EXISTING LOCATION AND ADDS AN 8400T PLANTER STRIP AND 8 -FOOT SIDEWALK. THE LANDSCAPE PLAN SHALL ALSO BE REVISED TO SHOW APPROVED STREET TREES PLANTED WITHIN 8 -FOOT PLANTER STRIP. THE REVISED UTILITIES PLAN SHALL BE SUBMITTED WITH THE CONSTRUCTION PERMIT APPLICATION TO BE REVIEWED AND APPROVED BY THE CIVIL PLAN REVIEWER PRIOR TO CONSTRUCTION PERMIT APPROVAL 16. THE APPLICANT SHALL DEDICATE BETWEEN TWO (2) AND FOUR (4) FEET ALONG THE SUBJECT PROPERTYS 108TH AVE SE FRONTAGE, SUBJECT TO FINAL SURVEY. THE APPLICANT SHALL DEDICATE 11.5 -FEET ALONG THE SUBJECT PROPERTY'S 109TH AVE SE FRONTAGE, SUBJECT TO FINAL SURVEY. FRONTAGE DEDICATIONS SHALL BE SUBMITTED TO THE CIVIL PLAN REVIEWER AND COMPLETED PRIOR TO BUILDING PERMIT ISSUANCE. 17. THE APPLICANT SHALL CONTACT THE CURRENT PLANNING PROJECT MANAGER TO APPROVE ANY COMPARABLE ALTERNATIVE TREE SPECIES FOR THE AUSTRIAN BLACK PINE IN THE EASTERN PORTION OF THE PROPERTY. ANY APPROVED ALTERNATIVE TREE SPECIES MUST BE A MINIMUM OF 8-9 FEET IN HEIGHT AT TIME OF PLANTING. THE APPLICANT SHALL CONTACT THE CURRENT PLANNING PROJECT MANAGER FOLLOWING INSTALLATION OF THE TALLER TREES TO CONFIRM THEIR HEIGHT, 18. THE APPLICANT SHALL COMPLY WITH THE CONDITIONAL USE PERMIT GENERAL CONDITIONS (RMC 4-2-080.2) FOR VEHICLE SERVICE AND REPAIR USES IN THE CA ZONE. ALL OPERATIONS SHALL BE CONDUCTED ENTIRELY WITHIN AN ENCLOSED STRUCTURE, WHICH INCLUDE NO EXTERIOR DISPLAY OF TIRES, RIMS, WHEELS, AND OTHER VEHICLE RELATED MERCHANDISE OUTSIDE THE BUILDING. THE FOLLOWING ALSO APPLIES: A. VEHICLES SHALL ONLY BE HELD ON THE PROPERTY WHILE BEING SERVICED AND SHALL HAVE AN ACTIVE REPAIR OR SERVICE INVOICE THAT SHALL BE MADE AVAILABLE TO THE CITY UPON THE CITYS REQUEST. B. VEHICLE STORAGE BEFORE OR AFTER SERVICE SHALL NOT BE ALLOWED. VEHICLES HELD ON THE SITE SHALL BE SUBJECT TO THE SCREENING AND LANDSCAPING PROVISIONS IN RMC 4-4-120, STORAGE LOTS -OUTSIDE, UNLESS ENCLOSED WITHIN A BUILDING. C. VEHICLE HOLDING AREAS SHALL COUNT TOWARD THE MAXIMUM LOT COVERAGE STANDARD OF THE ZONE. D. ANY OVERNIGHT VEHICLE PARKING ACCESSORY TO THIS USE SHALL NOT BE LOCATED IN THE FRONT SETBACK OR N A SIDE SETBACK ALONG A STREET. IN COMPLIANCE WITH CITY OF RENTON STANDARDS • ON T 0 rITO. r c 0t �►�r+ 08/23/2017 FOMM WE: mwm Na CV --1.1 SHEET: OP 18 11414 co 6 W EXISTING LEGEND WATER VALVE N HYDRANT -6- WATER METER MANHOLES (SS/SD) Os @ C8 POWER/UTILITY POLE -0- GUY ANCHOR POWER TRANSFORMER POWER/TELEPHONE VAULT POWER METER TELEPHONE/TV RISER 0 GAS VALVE m JUNCTION BOX 0 GAS METER 92 STREET LIGHT LUMINAIRE C!411�0 SPOT ELEVATION x SIGN -m MAILBOX (MB) cm ROCKERY cc� CONIFEROUS TREE DECIDUOUS TREE CASED MONUMENT MAGNETIC NAIL W/ WASHER SET 5/8- IRON REBAR W/ CAP PLASTIC CAP STAMPED L.S. # 33130 UNLESS OTHERWISE STATED. FOUND 3/4- IRON PIPE CENTER LINES PROPERTY LINES RIGHT-OF-WAY LINES LOT LINES DITCH LINE ... FLOW LINE WATER LINE SANITARY SEWER LINE STORM DRAIN LINE -SD GAS LINE - G UNDERGROUND POWER LINES UP UNDERGROUND TELEPHONE LINES UT UNDERGROUND CABLE TV LINES -U'ry UNDERGROUND FIBER OPTIC LINES UFO OVERHEAD POWER LINES P OVERHEAD UTILITY LINES OHL CHAIN LINK FENCE -0-0-0-0-0- WIRE FENCE -X-X-X-X-X- WOOD FENCE APPROXIMATE EXISTING SLOPE NK I CB RIM=398 94-) IE 12" CONC (N)=YWO IE 12" CONC (E)=395.9 10i iu� 11L-1 0+ Z 0 ;0 CB RIM=398-74 IE 12" CPEP (S)=393.9 Y o 3 679 'd 55 t4k- IST" 10MAL ORAL 50' --SD \!SSMH RIM=399-50 TL 3223059054 DESIMONE TRUST WENDYS IE CL CHAN 12' CONC 17816 108TH AVE SE (N/S)=392.0 RENTON WA 98055 IE 12" CONC (E)=407.5 c* 45' IE 12" CMP (W)=393.0 U' IE 24" CONC (N)=393.0 z IE 24- CONC (S)=393.0 PAM IE 8" CMP (SE)=395.9 Cfl BTM=389.4 z ()C 0 0 0. SID z 0 SDMH RIM=400-78 TL 3223059175 TL 3223059334 �, i 0 A& AJF LLC GOUNDER PARAMASEVAN + CHRISTI W/ OVERFLOW TOP=399-1 1505 Westlake Ave. N. T (206) 522-9510 Suite 305 F (206) 522-8344 Seattle, WA 98109 www.PAcLAND.COM RENTON WA 98055 NK I CB RIM=398 94-) IE 12" CONC (N)=YWO IE 12" CONC (E)=395.9 10i iu� 11L-1 0+ Z 0 ;0 CB RIM=398-74 IE 12" CPEP (S)=393.9 Y o 3 679 'd 55 t4k- IST" 10MAL ORAL 50' go --SD \!SSMH RIM=399-50 TL 3223059054 DESIMONE TRUST WENDYS IE CL CHAN 12' CONC 17816 108TH AVE SE (N/S)=392.0 RENTON WA 98055 IE 12" CONC (E)=407.5 c* 45' IE 12" CMP (W)=393.0 U' IE 24" CONC (N)=393.0 go 41.10' --4sD- CB [RIM=398.74 E 24" CON (N)=394.0 E 24" CONf (S)=394.0 BTM=392.4 m 45' IE 36- CMP (SE)=395.6 S. OF PROP LINE z IE 8- CMP (S)=396.8 30' T0'f- BTM=39211 CONC CURB /1' . ........ N88*58'1 0"W 288.35 - PLANTED r-18" DIA, STEE POLE FOR SIGN UP U 12 CO CONC CURB LLJ \!SSMH RIM=399-50 TL 3223059054 DESIMONE TRUST WENDYS IE CL CHAN 12' CONC 17816 108TH AVE SE (N/S)=392.0 RENTON WA 98055 IE 12" CONC (E)=407.5 c* 45' IE 12" CMP (W)=393.0 U' IE 24" CONC (N)=393.0 z IE 24- CONC (S)=393.0 PAM IE 8" CMP (SE)=395.9 Cfl BTM=389.4 z ()C 0 0 SID z 0 SDMH RIM=400-78 TL 3223059175 TL 3223059334 0 IE 12" CMP (S)=395.8 AJF LLC GOUNDER PARAMASEVAN + CHRISTI W/ OVERFLOW TOP=399-1 17642 108TH AVE SE 176661 109TH AVE SE IE 48" CMP (N)= RENTON WA 98055 RENTON WA 98055 A, SDMH RIM=400.33 IE 12" CMP (N)=395.63 IE 24" CMP (E)=395.4 22 IE 24" CMP (W)=395.4 FND 1/2" REBAR & CAP A TOP 12" SS PIPE=395.6 "DELTA LS 18103" :E > < SDMH RIM=401-56 IE 24" CMP (W)=395.6 AGREEMENT REC. NO. 5094081 M DRAINAGE NATURAL FLOW OF STORM W/OVERFLOW TOP=399.2 ASPHALT CURB ENCROACHES ASPHALT 41.10' --4sD- CB [RIM=398.74 E 24" CON (N)=394.0 E 24" CONf (S)=394.0 BTM=392.4 m 45' IE 36- CMP (SE)=395.6 S. OF PROP LINE z IE 8- CMP (S)=396.8 30' T0'f- BTM=39211 CONC CURB /1' . ........ N88*58'1 0"W 288.35 - PLANTED r-18" DIA, STEE POLE FOR SIGN UP U 12 CO CONC CURB D I Z4 L;VN IE 18" CMP MB BRUSH CULV=404.4 C13 RIM=399.77 0 IE 8" CMP (N)=397.8 SD *1CON 2" a 14 DEC nj ASPHALT ASPHALT C 1W WIM=400-q- 13 RIM 400.99 W IE 36" CMP (NW)=396.2 " 0 IE 18" CMP (NE)=397.5 -R 1000N .7- BTM=394.9 z -t ov CONC WA k PLAN 24"DEC -Z -- - - - - - - I.E.=401.7 WC DEC� CONC 0\ (RECORD) 24.3' - ti \0 1 "CON \PP GRASS C 0 < TL 3223059104 :OE 17808 108TH AVE SE 14'VCON\ 0 EXISTING (A' FO - SKIPPERS SEAFOOD 0 RESTAURANT 000 -PIr- 9 06 ASPHALT } o ®®® ® 0 12 CON 14"CO3 8. 0 PC 10' 0 M BA 10' REC. NO. 7506200772✓ WATER MAINS ESMNT. \ASPHALT DRIVE-:--,12"-QQN--T2 (2)18 -CEDARS 0 W OPE 29M4'. -Mm PLANTED iZ UVN CONC CURB CONC CURB 0 LLJ \!SSMH RIM=399-50 TL 3223059054 DESIMONE TRUST WENDYS IE CL CHAN 12' CONC 17816 108TH AVE SE (N/S)=392.0 RENTON WA 98055 IE 12" CONC (E)=407.5 c* CB RIM=3911*70 IE 12" CMP (W)=393.0 U' IE 24" CONC (N)=393.0 z IE 24- CONC (S)=393.0 PAM IE 8" CMP (SE)=395.9 Cfl BTM=389.4 z ()C sHmr.* M.Uj 3 18 SID D I Z4 L;VN IE 18" CMP MB BRUSH CULV=404.4 C13 RIM=399.77 0 IE 8" CMP (N)=397.8 SD *1CON 2" a 14 DEC nj ASPHALT ASPHALT C 1W WIM=400-q- 13 RIM 400.99 W IE 36" CMP (NW)=396.2 " 0 IE 18" CMP (NE)=397.5 -R 1000N .7- BTM=394.9 z -t ov CONC WA k PLAN 24"DEC -Z -- - - - - - - I.E.=401.7 WC DEC� CONC 0\ (RECORD) 24.3' - ti \0 1 "CON \PP GRASS C 0 < TL 3223059104 :OE 17808 108TH AVE SE 14'VCON\ 0 EXISTING (A' FO - SKIPPERS SEAFOOD 0 RESTAURANT 000 -PIr- 9 06 ASPHALT } o ®®® ® 0 12 CON 14"CO3 8. 0 PC 10' 0 M BA 10' REC. NO. 7506200772✓ WATER MAINS ESMNT. \ASPHALT DRIVE-:--,12"-QQN--T2 (2)18 -CEDARS 0 W OPE 29M4'. -Mm PLANTED iZ UVN CONC CURB CONC CURB 0 GRAPHIC SCALE ( IN FEET ) 1 inch = 20 ft. VEVICAL NA%Q 1M AS SHOWN WWWAU f" 1W11N1 CITY OF RENTON I AT RU =41 DATUM Planning/Building/Public Works Dept, IF WT ONE WCH SCALE ACCOMMMY 15' 15' SDMH RIM=409.50 LLJ \!SSMH RIM=399-50 TL 3223059054 DESIMONE TRUST WENDYS IE CL CHAN 12' CONC 17816 108TH AVE SE (N/S)=392.0 RENTON WA 98055 IE 12" CONC (E)=407.5 c* CB RIM=3911*70 IE 12" CMP (W)=393.0 DAM 08/23/2017 IE 24" CONC (N)=393.0 z IE 24- CONC (S)=393.0 PAM IE 8" CMP (SE)=395.9 Cfl BTM=389.4 z GRAPHIC SCALE ( IN FEET ) 1 inch = 20 ft. VEVICAL NA%Q 1M AS SHOWN WWWAU f" 1W11N1 CITY OF RENTON I AT RU =41 DATUM Planning/Building/Public Works Dept, IF WT ONE WCH SCALE ACCOMMMY 15' 15' SDMH RIM=409.50 LLJ IE 12" CONC (N)=406.7 Z IE 12" CONC (S)=406.7 0 IE 12" CONC (W)=406.7 IE 12" CONC (E)=407.5 c* Lj LL DAM 08/23/2017 z RaDBOOK- PAM 0 Cfl CS --1.0 z ()C sHmr.* M.Uj 3 18 CB RIM=410.01 IE 12" CONC (N)=407.5 IE 12- CONC (S)=407.5 SMH RIM=411.22 CB RIM=410.63 IE 12" CONC (N)=408.9 IE 12" CONC (S)=408.9 IN COMPLIANCE WITH CITY OF RENTON STANDARDS RENTON FIRESTONE 17808 108TH AVE SE EXISTING CONDITIONS PLAN R-394703 LLJ Z 0 W Lj LL DAM 08/23/2017 z RaDBOOK- PAM 0 omwm NO. CS --1.0 z ()C sHmr.* M.Uj 3 18 1. DEMOLITION NOTES ARE FOR CLARIFICATION ONLY AND ARE SHOWN FOR THE CONTRACTOR'S BENEFIT. THESE NOTES ARE NOT INTENDED TO BE COMPREHENSIVE. THE CONTRACTOR SHALL REMOVE OR RELOCATE ALL EXISTING ON-SITE IMPROVEMENTS NECESSARY TO ACCOMMODATE THE PROPOSED CONSTRUCTION. 2. THE DESIGN SHOWN IS BASED UPON THE ENGINEER'S UNDERSTANDING OF THE EXISTING CONDITIONS. THE PLAN DOES NOT REPRESENT A DETAILED FIELD SURVEY. THE EXISTING CONDITIONS SHOWN ON THIS PLAN SHEET ARE BASED UPON THE SURVEY PREPARED BY PACE ENGINEERS, INC., DATED 1/16/2015. THE CONTRACTOR IS RESPONSIBLE FOR VERIFYING FIELD CONDITIONS PRIOR TO BIDDING THE PROPOSED SITEWORK IMPROVEMENTS. IF CONFLICTS ARE DISCOVERED, THE CONTRACTOR SHALL NOTIFY THE OWNER PRIOR TO INSTALLATION OF ANY PORTION OF THE SITEWORK WHICH WOULD BE AFFECTED. IF CONTRACTOR DOES NOT ACCEPT EXISTING SURVEY, INCLUDING TOPOGRAPHY AS SHOWN ON THE PLANS, WITHOUT EXCEPTION, HE SHALL HAVE MADE, AT HIS OWN EXPENSE, A TOPOGRAPHIC SURVEY BY A REGISTERED LAND SURVEYOR AND SUBMIT IT TO THE OWNER FOR REVIEW. 3. CAU11ON - NOTICE TO CONTRACTOR THE CONTRACTOR IS SPECIFICALLY CAU11ONED THAT THE LOCATION AND/OR ELEVATION OF EXISTING U11LIlIES AS SHOWN ON THESE PLANS IS BASED ON RECORDS OF THE VARIOUS UTILITIES, AND WHERE POSSIBLE, MEASUREMENTS TAKEN IN THE FIELD. THE INFORMATION IS NOT TO BE RELIED ON AS BEING EXACT OR COMPLETE. THE CONTRACTOR MUST CALL THE APPROPRIATE UTILITY COMPANY AT LEAST 48 HOURS BEFORE ANY EXCAVATION TO REQUEST EXACT FIELD LOCATION OF UTILITIES. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING UTILITIES AND EXISTING IMPROVEMENTS WHICH CONFLICT WITH THE PROPOSED IMPROVEMENTS ON THE PLANS. 4. CONTRACTOR IS TO REMOVE ALL EXISTING SURFACE IMPROVEMENTS AND DEBRIS WITHIN THE LIMITS OF WORK UNLESS OTHERWISE NOTED. ALL DEBRIS FOUND ON SITE SHALL BE DISPOSED OF IN ACCORDANCE WITH APPLICABLE STATE CODES. 5. CONTRACTOR TO PROTECT EXISTING FEATURES WHICH ARE TO REMAIN. 6. ABANDONED PIPES LOCATED OUTSIDE PROPOSED BUILDING PAD LIMITS WITH AN EXCESS OF 3' COVER MAY BE DECOMMISSIONED AND ABANDONED IN PLACE, PROVIDED THAT THESE ABANDONED UTILITIES ARE GROUTED AND CAPPED. EXISTING SUBSURFACE IMPROVEMENTS AND DEBRIS WITHIN THE PROPOSED BUILDING PAD AREA, INCLUDING 10' BEYOND FOUNDATIONS, SHALL BE REMOVED. 7. CONTRACTOR SHALL ADJUST ALL EXISTING MANHOLE RIMS, DRAINAGE STRUCTURES, VALVE BOXES, VAULT LIDS AND UTILITY ACCESS STRUCTURES TO FINISH GRADE WITHIN AREAS AFFECTED BY PROPOSED CONSTRUCTION. 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. 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 30 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. 1505 Westlake Ave. N. T (206) 522-9510 Suite 305 F (206) 522-8344 Seattle, WA 98109 www.PAcLAND.COM 1`K AJF LLC 17642 108TH AVE SE RENTON WA 9.5 J TL 3223059084 RECORDING NO. DESIMONE TRUST WEN Y` 17816 108TH AVE 8E RENTON WA 98055 (DCOMPLETELY DEMOLISH EXISTING BUILDING AND ASSOCIATED APPURTENANCES, 13 REMOVE DRIVE THROUGH SIGN AND POLES INCLUDING BASEMENTS IN ACCORDANCE WITH APPLICABLE CODES. DISCONNECT �4 REMOVE EX UNDERGROUND ELECTRICAL AND CAP EXISTING UTILITIES AT THEIR MAIN LINE. CONTRACTOR SHALL REMOVE ALL ASBESTOS CONTAINING BUILDING MATERIALS IN ACCORDANCE 15 DISCONNECT EXISTING WATER SERVICE CAP AND PRESERVE FOR RECONNECTION WITH APPLICABLE CODE REQUIREMENTS. Q2 REMOVE EX STORM DRAIN DETENTION PIPE; IF IN GOOD CONDITION, RELOCATE DISCONNECT EXISTING GAS SERVICE CAP AND PRESERVE FOR RECONNEC110N TO LOCATION SHOWN ON SHEET C-2.0 Q3 DEMOLISH EXISTING CONCRETE CURB (T1P). 17 REMOVE EXISTING CATCH BASIN Q4 REMOVE EXISTING COMMUNICATIONS SERVICE Q5 DEMOLISH AND REMOVE EXISTING ASPHALT PAVEMENT TO DEPTH SUFFICIENT TO CONSTRUCT NEW PAVING AND IMPROVEMENTS. 6O DISCONNECT EXISTING ELECTRICAL SERVICES CAP AND PRESERVE FOR RECONNEC110N O7 REMOVE EXISTING SIGN Q8 REMOVE AND SALVAGE EXISTING LIGHT STANDARD Q9 REMOVE EXISTING TREE (TYP) 10 REMOVE EXISTING 6" CHAIN LINK FENCE 11 PROTECT EXISTING CHAIN LINK FENCE TO REMAIN 12 PROTECT EXISTING CATCH BASIN TO REMAIN 18 REMOVE EXISTING STORM DRAIN PIPE 19 PROTECT EX TREE. INSTALL CHAINLINK FENCE PER RMC 4-4-130H.9 20 REMOVE EX SIDEWALK 21 PROTECT EXISTING STREET LIGHT POLE DURING CONSTRUCTION. ADJUST POLE FOUNDATION AND J BOX TO NEW GRADE. INSTALL A NEW J BOX IF NOT EXISTING, 22 TREE PROTECTION FENCING PER REMC 4-4-130H.9. SEE SHEET CV -1.1 FOR STANDARD TREE PROTECTION NOTES 23 PROTECT EX SANITARY SEWER MANHOLE 24 RELOCATE EX COMMUNICATIONS PEDESTAL. COORDINATE W/ UTILITY PROVIDER. SEE SHEET G-3.0 FOR PROPOSED LOCATION 25 RELOCATE EX POWER POLE. COORDINATE W/ UTILITY PROVIDER. SEE SHEET C-3.0 FOR PROPOSED LOCATION AS SHOWN AT FULL SWE F IFWaWate+ SCALE A000FOMMY VERIICM' MAVO /IgA1 NOWMAL we® 1 ®ATua� t RENTON176661 109TH AVE SE A 98055 NE 1/4 OF S 327 T 23 Nj R 5 E LV -9-9,30=4 ( IN FEET ) 1 inch = 20 ft. REMOVE ASPHALT PAVEMENT REMOVE CONCRETE PAVEMENT REMOVE BUILDING FOUNDATION REMOVE WOODEN DECK 2 STABILIZED CONSTRUCTION ENTRANCE D-2.0 1 SILT FENCE D-2.0 ORANGE CONSTRUCTION FENCE CHAINLINK FENCE p-2.0 CATCH BASIN FILTER REMOVE EX TREE EX. CONTOUR Know what's below. Call before you dig. IN COMPLIANCE WITH CITY OF RENTON STANDARDS r• � s .i. 1. i 08/23/2017 Al W z O H V) Uj �y 0c ILL z 0 i� Z LU cr co i O i 4" �fFS' SILT FENCE NTS W W i 0 W I— �CI�K'J 'l. D IJj (pNd� Q' cc QAT£: 08/23/2011 LL naboom. „C. 0 U opAwm NO. �.— D-2.0 Z 11.1 SHmr. OF: Q 4 N 1505 Westlake Ave. N. T (206) 522-9510 Suite 305 F (206) 522-8344 Seattle, WA 98109 www.PAcLAND.COM NO. 3Ad. 3.5_ REVISION y STABILIZED CONSTRUCTION ENTRANCE NTS SCAM HOliIZ ALc ' IM/1"I Im AS SHOWN ONE $M ®ATu M AT FULL. SCfi E IF HOT ONE lL6�i SCALE ACCOR@( MY NE 1/4 OF S 32, T 23 N7 R 5 E G. r ........................ IlN1i' 'r#jk iiltJt►'i ihL �lt:ilh +k'. 4. P§rferrn ingnt2i'1Finm Bit. boebrdoiltwAft. Sfafidwd Sperm 8� CATCH BASIN "FILTTE IN COMPLIANCE WITH CITY OF RENT®N STANDARDS R ` AV FIRESTONE :1: i.E SEEROSION CONTROL DETAILS 00 ar w► 4 0 W z 0 I— IJj cc QAT£: 08/23/2011 LL naboom. „C. PAM U opAwm NO. �.— D-2.0 Z 11.1 SHmr. OF: SURVEY NOTES HORIZONTAL DATUM: NAD 83/91 WASHINGTON STATE NORTH ZONE— BASED ON FIELD TIES TO CITY OF RENTON MONUMENTS 1866 (SUPERSEDED BY KING CO. CN1RL N0. 3810) AND 1868 VERTICAL DATUM: NAVD 88 CITY OF RENTON MONUMENT 1866 (SUPERSEDED BY KING COUNTY CONTROL TRAVERSE POINT #3810) ELEV=401.04' SITE AREA: 38,232 SQ FT f 0.878 ACRES t ALL DISTANCES SHOWN ARE GROUND DISTANCES UNLESS OTHERWISE NOTED. THE LOCATION AND DESCRIPTION OF ALL SURVEY MARKERS SHOWN HEREON ARE BASED ON FIELD OBSERVATIONS TAKEN IN MAY, 2016, UNLESS OTHERWISE INDICATED. WORK PERFORMED IN CONJUNCTION WITH THIS SURVEY UTILIZED THE FOLLOWING EQUIPMENT AND PROCEDURES: (A) 1» TRIMBLE S6 SERIES ELECTRONIC TOTAL STATION, MAINTAINED TO THE MANUFACTURER'S SPECIFICATIONS PER W.A.C. 332-130-100. (B) FIELD TRAVERSE, EXCEEDING REQUIREMENTS SET FORTH IN W.A.C. 332-130--090. THIS TOPOGRAPHIC SURVEY DRAWING ACCURATELY PRESENTS SURFACE FEATURES LOCATED DURING THE COURSE OF THIS SURVEY. UNDERGROUND U11LITIES SHOWN HEREON ARE BASED SOLELY UPON INFORMATION PROVIDED BY OTHERS AND PACE ENGINEERS, INC. DOES NOT ACCEPT RESPONSIBILITY OR ASSUME LIABILITY FOR THEIR ACCURACY OR COMPLETENESS. CONTRACTOR/ENGINEERS SHALL VERIFY EXACT SIZE AND LOCATION PRIOR TO CONSTRUCTION. CALL FOR LOCATE: 811 1505 Westlake Ave. N. Suite 305 Seattle, WA 98109 T (206)522-9510 F (206)522-8344 www.PAcL.AND.COM •/ I SE CARR R® FOUND MON IN CASE KING CO. CNTRL NO. 3810 W/BRASS DISK W/ "X" (DN -0.6') HELD AS N 1/4 CORNER (MONUMENT SUPERSEDES CITY OF RENTON CP 1866)—// FOUND MON IN CASE 1 /16TH COR. W/ LEAD & TACK JEW PROPERTY LINE NO. -- — 6.90' NF1 a W 1/4 CORNER (CITY OF RENTON CP 1868) REVISION AS SHOWN AT M SWI IF WT OWUKx1 SC" AOCOPMMY —=—�68.69'� Esffrlm�e 25.97' i i Knot. !.hat's below. Call before you dig. i 15.00' GRAPHIC SCALE ( IN FEET ) 1 inch -- 20 ft. 3 -0: •• • AD ON s W Z 0 F— W W Lij cc DAW 08/23/2017 LL fly: dc_ PAM O DROM NO: C-1.0 z Sorg: m1 g Cr j er M. SITE NOTES 1. ALL WORK AND MATERIALS SHALL COMPLY WITH ALL CITY/COUNTY REGULATIONS AND CODES AND O.S.H.A. STANDARDS. 2. THE DESIGN SHOWN IS BASED UPON THE ENGINEER'S UNDERSTANDING OF THE EXISTING CONDITIONS. THIS PLAN DOES NOT REPRESENT A DETAILED FIELD SURVEY. THE EXISTING CONDITIONS SHOWN ON THIS PLAN SHEET ARE BASED UPON SURVEY PREPARED BY PACE ENGINEERS, INC., DATED 1/16/2015. THE CONTRACTOR IS RESPONSIBLE FOR VERIFYING FIELD CONDITIONS PRIOR TO BIDDING THE PROPOSED SITEWORK IMPROVEMENTS. IF CONFLICTS ARE DISCOVERED, THE CONTRACTOR SHALL NOTIFY THE OWNER PRIOR TO INSTALLATION OF ANY PORTION OF THE SITEWORK WHICH WOULD BE AFFECTED. IF CONTRACTOR DOES NOT ACCEPT EXISTING SURVEY, INCLUDING TOPOGRAPHY AS SHOWN ON THE PLANS, WITHOUT EXCEPTION, HE SHALL HAVE MADE, AT HIS OWN EXPENSE, A TOPOGRAPHIC SURVEY BY A REGISTERED LAND SURVEYOR AND SUBMIT IT TO THE OWNER FOR REVIEW. 3. CAU11ON - NOTICE TO CONTRACTOR THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION OF EXISTING UTILITIES AS SHOWN ON THESE PLANS IS BASED ON RECORDS OF THE VARIOUS UTILITIES, AND WHERE POSSIBLE, MEASUREMENTS TAKEN IN THE FIELD. THE INFORMATION IS NOT TO BE RELIED ON AS BEING EXACT OR COMPLETE. THE CONTRACTOR MUST CALL THE APPROPRIATE UTILITY COMPANY AT LEAST 48 HOURS BEFORE ANY EXCAVATION TO REQUEST EXACT FIELD LOCATION OF UTILITIES. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING UTILITIES AND EXISTING IMPROVEMENTS WHICH CONFLICT WITH THE PROPOSED IMPROVEMENTS ON THE PLANS. 4. CONTRACTOR SHALL REFER TO ARCHITECTURAL PLANS FOR EXACT LOCATION AND DIMENSIONS OF VESTIBULE, SLOPED PAVING, EXIT PORCHES, SIDEWALKS, RAMPS & TRUCK DOCKS, PRECISE BUILDING DIMENSIONS AND EXACT BUILDING UTILITY ENTRANCE LOCATIONS. 5. DIMENSIONS SHOWN REFER TO FACE OF CURB, FACE OF BUILDING OR TO THE CENTERLINE OF PAVEMENT STRIPING, UNLESS OTHERWISE NOTED, 6. ALL PAVED PARKING LOT AREAS WITHIN THE LIMITS OF IMPROVEMENTS SHALL BE STANDARD DUTY PAVEMENT UNLESS OTHERWISE NOTED. 7. CONTRACTOR SHALL PROVIDE A TEMPORARY TRAFFIC CONTROL PLAN FOR THE CITY ENGINEER'S APPROVAL PRIOR TO ANY WORK WITHIN THE CITY RIGHT-OF-WAY. 8. REFER TO BOUNDARY SURVEY FOR LEGAL DESCRIPTION, DIMENSIONS OF PROPERTY LINES, BASIS OF BEARINGS & BENCHMARK INFORMATION. 9. ALL ON-SITE PAINTED STRIPING SHALL BE DOUBLE COATED. SEPARATE COATS SHALL BE APPLIED NO SOONER THAN 4 HOURS APART. (CONTRACTOR TO REFER TO PROJECT SPECIFICATIONS FOR ADDITIONAL PAVING MARKING REQUIREMENTS.) 10. PARKING LOT STRIPING SHALL BE WHITE, 4" WIDTH, & DOUBLE COATED, UNLESS OTHERWISE NOTED. 11, ALL DISTURBED AREAS ARE TO RECEIVE FOUR INCHES OF TOPSOIL, SEED, MULCH AND WATER UNTIL A HEALTHY STAND OF GRASS IS ESTABLISHED. 12. ALL ISLANDS WITH CURB AND GUTTER SHALL BE LANDSCAPED. 13. EXISTING STRUCTURES WITHIN CONSTRUCTION LIMITS ARE TO BE ABANDONED, REMOVED OR RELOCATED AS NECESSARY. ALL COST SHALL BE INCLUDED IN BASE BID. 14. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL RELOCATIONS, INCLUDING BUT NOT LIMITED TO, ALL UTILITIES, STORM DRAINAGE, SIGNS, TRAFFIC SIGNALS & POLES, ETC. AS REQUIRED. ALL WORK SHALL BE IN ACCORDANCE WITH GOVERNING AUTHORITIES SPECIFICATIONS AND SHALL BE APPROVED BY SUCH. ALL COST SHALL BE INCLUDED IN BASE BID. 15, PYLON SIGNS SHALL BE CONSTRUCTED BY OTHERS. THE CONTRACTOR SHALL INSTALL CONDUIT AND ELECTRICAL CIRCUIT BETWEEN THE PYLON SIGN(S) AND THE LIGHTING PANEL, AS WELL AS THE SIGN BASE. 16. ALL VERTICAL CONSTRUCTION SHALL MAINTAIN 10' MINIMUM SEPARATION FROM OVERHEAD POWER LINES. CONTRACTOR TO NOTIFY ENGINEER IMMEDIATELY IF CONFLICT EXISTS AND PRIOR TO CONSTRUCTION OF THE VERTICAL ELEMENT INCLUDING, BUT NOT LIMITED TO, LIGHT POLE BASES AND TRAFFIC SIGNAL STANDARDS. 17. REFER TO HORIZONTAL CONTROL PLAN FOR SITE DIMENSIONS. SITE DATA PARCEL ZONING: CA - COMMERCIAL ARTERIAL BUILDING DATA FIRESTONE AREA: 8,261 SF PARKING DATA REQUIRED PARKING REQUIRED RATIO: 2.5/1000 SF BUILDING AREA REQUIRED STALLS: 21 SPACES PROVIDED PARKING STANDARD STALLS: 23 ACCESSIBLE STALLS: 1 TOTAL STALLS: 24 *257o INCREASE IN MAXIMUM PARKING ALLOWED PER RMC 4-4-080.10.c STALL DIMENSIONS STANDARD STALL: 9'X20' *WHERE ADJACENT TO LANDSCAPING PARKING STALLS UTILIZE A '2' OVERHANG AS PART OF THE TOTAL LENGTH PER RMC 4-4-080.8.e ilk SETBACKS: MINIMUM FRONT YARD 15' MAXIMUM FRONT YARD 20' MINIMUM SIDE YARD ALONG STREET 15' MAXIMUM SIDE YARD ALONG STREET 20' MINIMUM FREEWAY FRONTAGE SETBACK 10' MINIMUM REAR YARD IF ABUTS RESIDENTIAL 15' MINIMUM SIDE YARD IF ADJACENT TO RESI, 15' ao� LANDSCAPING REQUIREMENTS: STREET FRONTAGE 10' SIGHT OBSCURING BARRIER WHEN ABUTTING RESIDENTIAL ZONE 15' MINIMUM INTERIOR LANDSCAPE AREA PER PARKING SPACE 15 SF MINIMUM INTERIOR LANDSCAPE AREA 360 SF 1505 Westlake Ave. N. T (206) 522-9510 Suite 305 F (206) 522-8344 Seattle, WA 98109 www.PAcLAND.COM n'g' •'6? PARKING LOT LANDSCAPING 771 SF PERIMETER LANDSCAPING 9,047 SF *AREAS BASED ON PARCEL AFTER R/W DEDICATION Y 40cru 4 m A CEMENT CONCRETE TRAFFIC CURB C-8.0 TRASH ENCLOSURE, SEE ARCH PLANS 2'3 @ ADA STALL W/ SIGN. SLOPE IN ADA STALLS AND LANDING C-8'9 AREAS SHALL BE NOT MORE THAN 2% IN ANY DIRECTION. Q STOP BAR NO PARKING -LOADING ZONE 1 STANDARD DUTY ASPHALT C-8.0 T STANDARD CONCRETE PAVEMENT C-8.fl 2 CEMENT CONCRETE SIDEWALK (ON-SITE) c-s.fl I ASPHALT SIDEWALK TRANSITION J� FIRESTONE SIGN, MONUMENT BASE AND POWER BY CONTRACTOR, SIGN PROVIDED BY BSRO SIGN VENDOR 5 @ CEMENT CONCRETE TRAFFIC CURB AND GUTTER C-8.0 1 CEMENT CONCRETE VALLEY GUTTER C-8.1 STOP SIGN C-8.2 n- m , 3 • r s 1 0 RIGHT -TURN ONLY SIGN C-8.2 Q RETAINING WALL (MESA BLOCK WALL OR EQUIVALENT), < 4' -HIGH, INSTALL 48" -HIGH FALL PROTECTION FENCE WHERE WALL HEIGHT IS GREATER THAN 30", SEE SHEET C-2.0 FOR WALL HEIGHTS c -s 1 Q BIKE RACK (2 SPACES) �Q CROSS -ACCESS CONNECTION �R CEMENT CONCRETE DRIVEWAY - TYPE C213 C-8.0 S 6' -HIGH CHAIN LINK FENCE PER RMC 4--4-070.H.3, BLACK VINYL COATED T PERPENDICULAR CURB RAMP WITH 2' DETECTABLE WARNING SURFACE U DIAGONAL STRIPING @ 45', 2' ON CENTER 5 CEMENT CONCRETE SIDEWALK (OFF-SITE) C-8.1 2 BENCH W3 PLANTER C-8.1 STAIR, 7" RISE, 12" RUN CMD WFF D: SCRID AS SHOWN ONE AT FULL Sc" IF NOT OW " SCAM ACCOMMLY NE 1/4 OF S 327 T 23 NR 5 E Know what's below. Call before you dig. GRAPHIC ( IN FEET ) 1 inch = 20 ft. LEGEND 1 C-8.0 STANDARD DUTY ASPHALT r 3 STANDARD DUTY CONCRETE PAVEMENT ° c-8.0 CONCRETE SIDEWALK PAVEMENT C-8.0 DRIVEWAY CONCRETE PAVEMENT .• •• ••• ; ..:: :...:.. C-8.fl LANDSCAPED AREA . CONCRETE CURB PROPERTY LINE RETAINING WALL FENCE SIGN X LIGHT POLE NUMBER OF PARKING STALLS PER ROW XX DIRECTIONAL PAVEMENT MARKINGS IN COMPLIANCE WITH CITY OF RENTON STANDARDS RENTON FIRESTONE 17808 108TH AVE SE SITE PLAN 08/23/2017 Dw�wusc NO: C--1.1 SHEET: 7 OR 1 �. tea.. i Q Ll.iACCEPT ~ GRADING 1. 2. NOTES THE DESIGN SHOWN IS BASED UPON THE ENGINEER'S UNDERSTANDING OF THE EXISTING CONDITIONS. THE PLAN DOES NOT0 REPRESENT A DETAILED FIELD SURVEY. THE EXISTING CONDITIONS SHOWN ON THIS PLAN SHEET ARE BASED UPON THE SURVEY PREPARED BY PACE ENGINEERS, INC., DATED 1/16/2015, THE CONTRACTOR IS RESPONSIBLE FOR VERIFYING FIELD CONDITIONS PRIOR TO BIDDING THE PROPOSED SITEWORK IMPROVEMENTS. IF CONFLICTS ARE DISCOVERED, THE CONTRACTOR SHALL NOTIFY THE OWNER PRIOR TO INSTALLATION OF ANY PORTION OF THE SITEWORK WHICH WOULD BE AFFECTED. IF CONTRACTOR DOES NOT EXISTING SURVEY, INCLUDING TOPOGRAPHY AS SHOWN ON THE PLANS, WITHOUT EXCEPTION, HE SHALL HAVE MADE, AT HIS OWN EXPENSE, A TOPOGRAPHIC SURVEY BY A REGISTERED LAND SURVEYOR AND SUBMIT IT TO THE OWNER FOR REVIEW. CAUTION - NOTICE TO CONTRACTOR THE CONTRACTOR IS SPECIFICALLY CAUTIONED AT THE LOCATION AND/OR ELEVATION OF EXISTING UTILITIES AS SHOWN ON THESE PLANS IS BASED ON RECORDS OF THE VARIOUS UTILITY COMPANIES AND, WHERE POSSIBLE, MEASUREMENTS TAKEN IN THE FIELD. I CB TYPE IE 24" IE 24" J f CONNECT TO IE 12 .5 0 ADJUST RIM AS RI 3 M A 2 IIA=398.91 CONC (N)=393.5 CONC (S)=393.5 d q n 4 CB, NEEDED (DFLOW CONTROL MH* 400.49 THE INFORMATION IS NOT BE RELIED ON AS BEING EXACT OR COMPLETE. THE CONTRACTOR MUST CALL THE APPROPRIATE UTILITY IE 24" !E 12" CONC WE)=35 CONC (4V)=395.9.9 ro ` - - COMPANY AT LEAST 48 HOURS BEFORE ANY EXCAVATION TO REQUEST EXACT FIELD LOCATION OF UTILITIES. IT SHALL BE THE �3 BTM=391.4 MA6 EX 349.59± 400.80 396.95 395.62 RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING UTILITIES WHICH CONFLICT WITH THE PROPOSED IMPROVEMENTS TYPE 1 CB 399.98 396.96 396.96 F5 SHOWN ON THESE PLANS. SDD 397.05 1 Efl 3. THE SPOT ELEVATIONS INDICATED ON THIS PLAN REPRESENT THE DESIGN TOP OF PAVEMENT, UNLESS OTHERWISE NOTED. PROVIDE 5' SEPARATION I 397.13 (DTYPE 4. CONTRACTOR IS RESPONSIBLE FOR DEMOLITION OF EXISTING STRUCTURES INCLUDING REMOVAL OF ANY EXISTING UTILITIES SERVING 398.00 BETWEEN MODULAR 8 TYPE 1 CB 400.50 THE STRUCTURE. UTILITIES ARE TO BE REMOVED TO THE RIGHT-OF-WAY. WETLAND AND STREET LIGHT \.'./ TYPE 2 CB (54")* 5. ALL UNSURFACED AREAS DISTURBED BY GRADING OPERATION SHALL RECEIVE 4 INCHES OF TOPSOIL. CONTRACTOR SHALL APPLY c OTC 39 44 1L CB* 409.10 1406.60 STABILIZATION FABRIC TO ALL SLOPES 3H: IV OR STEEPER. CONTRACTOR SHALL STABILIZE DISTURBED AREAS WITH GRASS INW TP 398.94 ACCORDANCE WITH LOCAL SPECIFICATION UNTIL A HEALTHY STAND OF GRASS IS OBTAINED. TC 399: 8 t TP 398.95 t 3 6. ALL CUT AND FILL SLOPES SHALL BE CONSTRUCTED PER THE IBC CODE AND APPLICABLE LOCAL REGULATION. ALL CUT AND FILL 399.57 39 9 9 6� SLOPES SHALL BE 3:1 OR FLATTER UNLESS OTHERWISE NOTED. t I 7. CONTRACTOR SHALL ASSURE POSITIVE DRAINAGE AWAY FROM BUILDINGS FOR ALL NATURAL AND PAVED AREAS AND SHALL GRADE 399.52 ( I ALL AREAS TO PRECLUDE PONDING OF WATER. 14Tc 99.I t 13991 8. ALL POLLUTANTS OTHER THAN SEDIMENT ON-SITE DURING CONSTRUCTION SHALL BE HANDLED AND DISPOSED OF IN A MANNER r- TP 398;90 THAT DOES NOT CAUSE CONTAMINATION OF STORMWATER. THE CONTRACTOR SHALL ADHERE TO ALL TERMS AND CONDITIONS AS Tc 399.39 i399 OUTLINED IN THE GENERAL N.P.D.E.S. PERMIT FOR STORMWATER DISCHARGE ASSOCIATED WITH CONSTRUCTION ACTIVITIES. TP 39$•89 ! 6 9. PROPERTIES AND WATERWAYS DOWNSTREAM OF THE SITE SHALL BE PROTECTED FROM EROSION DUE TO INCREASES IN THE I VOLUME, VELOCITY AND PEAK FLOW RATE OF STORMWATER RUNOFF FROM PROJECT SITE. 1 I c 10. CONSTRUCTION SHALL COMPLY NTH ALL APPLICABLE GOVERNING CODES AND BE CONSTRUCTED TO SAME. 11. CONTRACTOR TO REMOVE UNSUITABLE SOILS LOCATED WITHIN THE BUILDINGS SPLAY LINE OF THE FOOTINGS. t C 4 I 12. FOR BOUNDARY AND TOPOGRAPHIC INFORMATION REFER TO PROJECT SURVEY. w ` 0 13. FOR LAYOUT INFORMATION REFER TO THE SITE PLAN AND HORIZONTAL CONTROL PLAN. t STORM DRAINAGE NOTES 1. EXISTING DRAINAGE STRUCTURES TO BE INSPECTED AND REPAIRED AS NEEDED, AND EXISTING PIPES TO BE CLEANED OUT TO REMOVE ALL SILT AND DEBRIS. 2. IF ANY EXISTING STRUCTURES TO REMAIN ARE DAMAGED DURING CONSTRUCTION IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO REPAIR AND/OR REPLACE THE EXISTING STRUCTURE AS NECESSARY TO RETURN IT TO EXISTING CONDITIONS OR BETTER. 3. STORM DRAINAGE PIPE WITH LESS THAN 2'-0" COVER SHALL BE CLASS IV REINFORCED CONCRETE PIPE, OR APPROVED EQUAL TO SUSTAIN H-20 LOADING, 4. ALL ON-SITE STORM DRAINAGE PIPE SHALL BE SMOOTH WALLED INTERIOR, MANUFACTURER'S VERIFICATION OF MANNING'S ROUGHNESS COEFFICIENT N=0.012 OR LESS. 5. PRECAST STRUCTURES MAY BE USED AT CONTRACTOR'S OPTION. 6. ALL CATCH BASINS AND AREA DRAINS ARE TO BE SITUATED SUCH THAT THE OUTSIDE EDGE OF GRATE FRAME 1S AT TOE OF CURB OR FLOWLINE OF GUTTER (WHERE APPLICABLE). 7. CATCH BASIN INLET PROTECTION / EROSION CONTROL TO BE USED FOR ALL NEW INLETS. 8. ALL STORM PIPE ENTERING STRUCTURES SHALL BE GROUTED TO ASSURE CONNECTION AT STRUCTURE IS WATERTIGHT. 9. ALL STORM SEWER MANHOLES IN PAVED AREAS SHALL BE FLUSH WITH PAVEMENT, AND SHALL HAVE TRAFFIC BEARING RING AND COVERS. MANHOLES IN UNPAVED AREAS SHALL BE 6" ABOVE FINISH GRADE. LIDS SHALL BE LABELED "STORM SEWER". 10. CONTRACTOR SHALL CONNECT ROOF DRAIN LEADERS AND FOOTING DRAINS TO PROPOSED STORM DRAINS AS SHOWN. 11. CONTRACTOR SHALL CONFIRM STRUCTURE CONSTRUCTABILITY WITH MANUFACTURER PRIOR TO DELIVERY AND INSTALLATION. STRUCTURE TABLE # TYPE RIM IE IN IE OUT (DFLOW CONTROL MH* 400.49 395.60 395.60 Q NOT USED - - - �3 MODULAR WETLAND* 400.80 396.95 395.62 �4 TYPE 1 CB 399.98 396.96 396.96 F5 TYPE 1 CB 399.77 397.05 397.05 Efl TYPE 1 CB 399.98 397.13 397.13 (DTYPE 1 CB 400.48 398.00 398.00 8 TYPE 1 CB 400.50 - 398.18 \.'./ TYPE 2 CB (54")* 403.07 397.61 396.11 e=TYPE 1L CB* 409.10 1406.60 404.21 NOTE: ASTERISK DENOTES SOLID LID (PER DETAIL 2/C-6.2 FOR CATCH BASINS); ALL OTHER STRUCTURES SHALL HAVE OPEN GRATES PER DETAIL 3/C-6.2 1505 Westlake Ave. N. T (206) 522-9510 Suite 305 F (206) 522-8344 Seattle, WA 98109 www.PAcLAND.COM 0- PIPE TABLE # DIA (IN) L (FT) SLOPE (FT/FT) MATERIAL [1] 12 9 0.010 HDPE 0 12 18 0.006 HDPE 1.2 IN 12 4 0.005 HDPE 12 2 0.005 HDPE F5 12 18 0.005 DIP Efl 12 15 0.005 DIP F7 12 174 0.005 DIP [:fl 12 35 0.005 DIP 36 102 0.005 CMP 10 18 165 0.040 HDPE NNK arora Y „� cacsaa 4 IE 24" CONIt (N)=394.0 IE 24" CON (S)=394.0 BTM=392.4 SDIVIH RIM=400.78 W/ OVERFLOW TOP=399.1 R•.OW CC TABLE DESCRIPTION VAULT 1 RIM ELEVATION 400.49 INLET ELEVATION 395.60 OUTLET ELEVATION 395.60 ORIFICE #1 ELEVATION 393.60 ORIFICE #1 DIAMETER 0.6 IN ORIFICE #2 ELEVATION 397.40 ORIFICE #2 DIAMETER 1.2 IN RISER ELEVATION 398.10 OUTLET PIPE DIAMETER 12 IN NOTE: SEE 3/C-6.3 FOR FLOW CONTROL CB DETAIL TL 3223059175 AJF LLC 17642 108TH AVE SE RENTON WA 98055 , �j V) VAULT 1 • , 1 « •�1 1! 398.10 � W11Ute. =010001PAP", 41 # OF UNITS 1 1 STORAGE VOL. REQ 9,750 CF TOTAL VOLUME 11,970 CF STORAGE VOLUME RECORDING NO. DETE"ON VAULT TABLE DESCRIPTION VAULT 1 BOTTOM EL 395.60 MAX WS EL 398.10 TOP EL (INSIDE) 398.60 # OF UNITS 38 STORAGE VOL. REQ 9,750 CF TOTAL VOLUME 11,970 CF STORAGE VOLUME 9,975 CF DETENTION VAULT NOTES: 1. TOTAL VOLUME PER UNIT=315.0 CF 2. STORAGE VOLUME PER UNIT=262.5 CF EX. CONTOUR I—.., - X -'.X -X --_...__- - PROPOSED CONTOUR XXX SPOT ELEVATION (TP UNLESS OTHERWISE NOTED) 2 STORM DRAIN PIPE �-•----�---�----- c-6.3 ROOF DRAIN LEADER c s.3 (6" PVC, 1 % SLOPE --+� ---- --- ►- UNLESS OTHERWISE NOTED) GRADING RIDGE -- ---- R+DGE ---- --- GRADING VALLEY - VA±EY --- 1 MODULAR OPEN -BOTTOM c -6.a DETENTION UNIT (3' DEPTH) 1 MODULAR OPEN -BOTTOM c -6.o DETENTION UNIT (3' DEPTH NTH 0 24" -DIAMETER INSPECTION PORT) 1 MODULAR DETENTION UNIT (7' c-6 a DEPTH WITH MAINTENANCE HOLE AND LADDER) 2 STORMALTER WATER C-6.0 QUALITY MODULAR WETLAND ri $ TYPE 1/1L CATCH BASIN C-6.1 2 TYPE 2 CATCH BASIN t� c�-6.1 2 CLEANOUT TO GRADE (CO) C-5.0 ml- I M-1 "i.. swu•. ra ,c RETAINING WALL (WALLS WHICH EXCEED 4' REQUIRE A SEPARATE BUILDING PERMIT) VOMCA.: sOWAL' woo Iaa3/�ss� DATUM TL 3223059334 GOUNDER -.R, 176661 109TH RENTON WA 98055 NE 1/4 OF S 327 T 23 N7 R 5 E Know what's below. Call before you dig. T J SHEET D-1.0; NO GRADING GRAPHIC SOLE ( IN FEET ) 1 inch = 20 ft. CB RIM=410.01 IE 12" CONC (N) IE 12" CONC (S): EARTHWORK VOLUMES SHOWN BELOW REPRESENT THE DIFFERENCE BETWEEN FINISHED AND EXISTING GRADE SURFACES WITH NO ADJUSTMENTS MADE FOR SURFACE PREPARATION REQUIREMENTS OR SUBGRADES. THE VOLUMES ARE APPROXIMATE ONLY, AND ARE NOT TO BE USED FOR BIDDING PURPOSES. CUT. 2,910 CY FILL: 100 CY NET: 2,810 CY (CUT) IN COMPLIANCE WITH CITY OF RENTON STANDARDS w S 0 M I. � 0 4• 4 r.7 W Z O U) W cr DAMLL08/23/2017 FmDemr. z PAIS: mwmNo: C-2.0 Z 8 18 jr co s W GENERAL UTILITY NOTES 1. ALL IMPROVEMENTS SHALL MEET LOCAL, STATE DOT AND A.P.W.A. STANDARD SPECIFICATIONS. 2. THE DESIGN SHOWN IS BASED UPON THE ENGINEER'S UNDERSTANDING OF THE EXISTING CONDITIONS. THIS PLAN DOES NOT REPRESENT A DETAILED FIELD SURVEY. THE EXISTING CONDITIONS SHOWN ON THIS PLAN SHEET ARE BASED UPON SURVEY PREPARED BY PACE ENGINEERS, INC., DATED 1/16/2015. THE CONTRACTOR IS RESPONSIBLE FOR VERIFYING FIELD CONDITIONS PRIOR TO BIDDING THE PROPOSED SITEWORK IMPROVEMENTS. IF CONFLICTS ARE DISCOVERED, THE CONTRACTOR SHALL NOTIFY THE OWNER PRIOR TO INSTALLATION OF ANY PORTION OF THE SITEWORK WHICH WOULD BE AFFECTED. IF CONTRACTOR DOES NOT ACCEPT EXISTING SURVEY, INCLUDING TOPOGRAPHY, AS SHOWN ON THE PLANS, WITHOUT EXCEPTION, HE SHALL HAVE MADE, AT HIS OWN EXPENSE, A TOPOGRAPHIC SURVEY BY A REGISTERED LAND SURVEYOR AND SUBMIT IT TO THE OWNER FOR REVIEW. 3. CAUTION - NOTICE TO CONTRACTOR THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION OF EXISTING UTILITIES AS SHOWN ON THESE PLANS IS BASED ON RECORDS OF THE VARIOUS UTILITIES, AND WHERE POSSIBLE, MEASUREMENTS TAKEN IN THE FIELD. THE INFORMATION IS NOT TO BE RELIED ON AS BEING EXACT OR COMPLETE. THE CONTRACTOR MUST CALL THE APPROPRIATE UTILITY COMPANY AT LEAST 48 HOURS BEFORE ANY EXCAVATION TO REQUEST EXACT FIELD LOCATION OF UTILITIES. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING UTILITIES AND EXISTING IMPROVEMENTS WHICH CONFLICT WITH THE PROPOSED IMPROVEMENTS ON THE PLANS. 4. CONTRACTOR SHALL REFER TO ARCHITECTURAL PLANS FOR EXACT LOCATION AND DIMENSIONS OF VESTIBULE, SLOPED PAVING, EXIT PORCHES, SIDEWALKS, RAMPS AND TRUCK DOCKS, PRECISE BUILDING DIMENSIONS AND EXACT BUILDING UTILITY ENTRANCE LOCATIONS. 5. REFER TO INTERIOR PLUMBING DRAWINGS FOR TIE-IN OF ALL UTILITIES. 6. ALL FILL MATERIAL SHALL BE IN PLACE, AND COMPACTED BEFORE INSTALLATION OF PROPOSED UTILITIES. 7. CONTRACTOR SHALL NOTIFY THE UTILITY AUTHORITIES INSPECTORS 72 HOURS BEFORE CONNECTING TO ANY EXISTING LINE. 8. MINIMUM WATER AND SANITARY SEWER TRENCH WIDTH SHALL BE 2 FEET. 9. ALL UTILITIES SHOULD BE KEPT TEN (10') APART (PARALLEL) OR WHEN CROSSING 18" VERTICAL CLEARANCE (OUTSIDE EDGE OF PIPE TO OUTSIDE EDGE OF PIPE). 10. IN THE EVENT OF A VERTICAL CONFLICT BETWEEN WATERLINES, SANITARY LINES, STORM LINES AND GAS LINE (EXISTING AND PROPOSED), THE SANITARY LINE SHALL BE DUCTILE IRON PIPE WITH MECHANICAL JOINTS AT LEAST 10 FEET ON BOTH SIDES OF CROSSING, THE WATERLINE SHALL BE MECHANICAL JOINTS WITH APPROPRIATE THRUST BLOCKING AS REQUIRED TO PROVIDE A MINIMUM OF 18" CLEARANCE, MEETING REQUIREMENTS OF ANSI A21.10 AND ANSI 21.11 (AWWA C-151) (CLASS 50). 11. LINES UNDERGROUND SHALL BE INSTALLED, INSPECTED AND APPROVED BEFORE BACKFILLING. 12. CONTRACTOR IS RESPONSIBLE FOR COMPLYING WITH THE SPECIFICATIONS OF THE LOCAL AUTHORITIES WITH REGARD TO MATERIALS AND INSTALLATION OF THE WATER AND SEWER LINES. 13. ALL NECESSARY INSPECTIONS AND/OR CERTIFICATIONS REQUIRED BY CODES AND/OR UTILITY SERVICE COMPANIES SHALL BE PERFORMED PRIOR TO ANNOUNCED BUILDING POSSESSION AND THE FINAL CONNECTION OF SERVICE. 14. CONTRACTOR SHALL COORDINATE WITH ALL UTILITY COMPANIES FOR INSTALLATION REQUIREMENTS AND SPECIFICATIONS. 15. CONTRACTOR TO PROVIDE TRENCHING, BACKFILL, 2 - 4" PVC SCHEDULE 40 CONDUITS, AND PULLING WIRES FOR UNDERGROUND TELEPHONE SERVICE FROM EXISTING FACILITIES AS SHOWN ON PLANS. CONTRACTOR TO COORDINATE INSTALLATION AND POINT OF CONNECTION WITH UTILITY PROVIDER. 16. CONTRACTOR IS TO PROVIDE TRENCHING, CONDUIT, AND BACKFILL FOR ALL UNDERGROUND POWER LINE AND VAULTS AS REQUIRED BY UTILITY PROVIDER. POWER LINES AND POLES TO BE INSTALLED BY UTILITY PROVIDER. SEE SITE ELECTRICAL PLAN FOR SITE LIGHTING AND FOR PRIMARY ELECTRIC SERVICE LOCATIONS. 17. GAS, ELECTRICAL, AND COMMUNICATIONS UTILITIES SHOWN FOR COORDINATION ONLY. INSTALLATION TO BE ACCOMPLISHED BY UTILITY PROVIDER. SANITARY SEWER NOTES t. ALL CONSTRUCTION/INSTALLATION OF SANITARY SEWER MAINS SHALL BE DONE IN A SAFE, NEAT AND PROFESSIONAL MANNER, AND UNDER SUPERVISION OF CITY FORCES AT ALL TIMES. ALL SAFETY REQUIREMENTS FROM OSHA AND OTHER STATE REGULATORY AGENCIES MUST BE MET. 2. THE MINIMUM SIZE FOR PUBLIC SEWER MAINS SHALL BE 8" DIAMETER. ALL SANITARY SEWER PIPING SHALL BE SCHEDULE D3034 PVC OR EQUAL. MINIMUM PIPE DIAMETER FOR PRIVATE LATERALS IS 4" AND OF SCHEDULE D3034 PVC OR EQUAL. ALL SANITARY SEWER LATERALS MUST BE PROPERLY MARKED AT ENDS. 3. CONNECTIONS INTO THE EXISTING SANITARY SEWER MAINS REQUIRE ISSUANCE OF PUBLIC WORKS PERMIT AND INSPECTION BY THE LOCAL JURISDIC110N PRIOR TO BACKFILLING. 4. ALL NEW SANITARY SEWER PIPES AND MANHOLES MUST BE THOROUGHLY CLEANED, INSPECTED AND PRESSURE/VACUUM TESTED AS REQUIRED BY UTILITY PROVIDER AND GOVERNMENTAL AGENCIES WITH JURISDICTION. ALL TESTS MUST BE WITNESSED AND PASSED BY THE UTILITY PROVIDER AND GOVERNMENTAL AGENCIES WITH JURISDICTION PRIOR TO PLACING INTO OPERATION. 5. THE CONTRACTOR SHALL PROVIDE TO THE UTILITY PROVIDER ANY GUARANTEE OR WARRANTY NORMALLY FURNISHED WITH THE PURCHASE OF ANY MATERIALS USED IN CONNECTION WITH THE PROJECT AT NAND. WATER NOTES t. ALL CONSTRUCTION/INSTALLATION Of WATER MAINS SHALL BE DONE IN A SAFE, NEAT AND WORKMANLIKE MANNER, AND UNDER SUPERVISION BY UTILITY PROVIDER FORCES AT ALL TIMES. ALL SAFETY REQUIREMENTS FROM OSHA AND OTHER STATE REGULATING AGENCIES MUST BE MET. 2. WATER MAIN PIPE MATERIAL SHALL BE CLASS 52 DUCTILE IRON OR PVC PIPE MEETING LOCAL REQUIREMENTS. POLYETHYLENE WRAP IS REQUIRED ON ALL METALS. 3. AN 18 -INCH MINIMUM SEPARATION IS REQUIRED ON SERVICE TAPS ON A MAIN LINE. 4. CLASS 52 DUCTILE IRON MAY BE DIRECT TAPPED FOR 3/4 INCH AND 1 -INCH SIZE SERVICES. SADDLES SHALL BE USED ON ALL TAPS 1-1/4" - 2" DIAMETER IN ANY PUBLIC MAIN. 5. ALL ELBOWS/BENDS ON WATER MAINS SHALL HAVE THRUST BLOCKS. 6. A DEPTH Of 36" FROM FINISHED GRADE TO THE TOP OF THE WATER MAIN IS REQUIRED. PLACING WATER LINES SHALLOWER THAN 36° IS PROHIBITED. 7. ALL NEW PIPES MUST BE PROPERLY FLUSHED, PRESSURE TESTED, AND CHLORINATED BY THE CONTRACTOR, AND INSPECTED BY UTILITY PROVIDER AND GOVERNMENTAL AGENCIES WITH JURISDICTION. 8. ALL BACKFLOW PREVENTION DEVICES (DOUBLE CHECK BACKFLOW PREVENTORS, REDUCED PRESSURE BACKFLOW PREVENTORS, PRESSURE AND ATMOSPHERIC VACUUM BREAKERS, ETC.) MUST BE APPROVED BY THE UTILITY PROVIDER AND GOVERNMENTAL AGENCIES WITH JURISDICTION. 9. ALL NEW CONNECTIONS TO EXISTING WATER MAINS REQUIRE ISSUANCE OF A PUBLIC WORKS PERMIT AND INSPECTION BY THE CITY OR GOVERNMENTAL AGENCIES WITH JURISDICTION PRIOR TO BACKFILLING. 10. BACKFLOW PREVENTION DEVICES SHALL BE CONSTRUCTED OF CORROSION RESISTANT MATERIALS. ii. EXTERNAL WATER METER AND BACKFLOW PREVENTION VAULTS SHALL BE GASKEIED IN AREAS OF HIGH GROUNDWATER OR NEAR STORMWATER MANAGEMENT FACILITIES AS REQUIRED BY THE U1ILITY PROVIDER, CONTRACTOR TO CONFIRM. 1505 Westlake Ave. N. T (206) 522-9510 Suite 305 F (206) 522-8344 Seattle, WA 98109 www.PAcL.AND.COM . c°r° A? 4pppp o�E�c w/" LUTHIN t: ff M of R M 399.46 Y 03 RIM --0400.74 05 RIM_SSC=406-.6-2 00.62 07 RM_SSC® -0-0.83 09 RIM ® 01.15 IE 6" (E)=391.84 IE 6"=395.56 IE 6"=395.20 IE 6"=392.42 IE 6"=394.32 EX 8" IE (N,S)=391.74 02 RIM0400.83 --- M ® RC® 00.98 00.98 v RIM=400-.98 c$ R0400.91 M-- SSD �c RIM =401.02 IE 6"=392.30 IE 6"=396.36 IE 6"=396.50 IE 6"=393.42 IE 6"=397.12 '- 6" FIRE LINE SERVICE 1" DOMESTIC WATER SERVICE SOOS CREEK WATER AND SEWER NOTES 1. ALL WORK SHALL BE PERFORMED IN ACCORDANCE NTH THE SPECIFICATIONS OF THE SOOS CREEK WATER &SEWER DISTRICT, ALSO REFERRED HEREINAFTER AS "DISTRICT". 2. THE DEVELOPER SHALL FURNISH THE DISTRICT A COPY Of THE COMMERCIAL AND/OR SUBDIVISION PLANS APPROVED BY THE GOVERNING AGENCY PRIOR TO ANY SEWER MAIN CONSTRUCTION. 3. PRIOR TO CONSTRUCTING ANY SEWER MAINS, THE APPROPRIATE STREETS AND LOTS SHALL BE CLEARED, GRADED, AND STAKED BY THE DEVELOPER/CONTRACTOR AND ALL EXISTING UTILITIES SHALL BE LOCATED. 4. FOLLOWING SEWER MAIN CONSTRUCTION, ANY REVISION OF ROADWAY OR EASEMENT GRADES REQUIRING THE MAINS TO BE RECONSTRUCTED SHALL BE MADE AT THE DEVELOPER'S/CONTRACTOR'S EXPENSE. 5. RECONSTRUCTION SHALL CONFORM TO THE SPECIFICATIONS OF THE DISTRICT. ALL COSTS FOR INSPECTING SUCH RECONSTRUCTION SHALL BE CHARGED TO THE DEVELOPER IN ADDITION TO THE STANDARD CHARGES, AND SHALL BE PAID BEFORE ACCEPTANCE BY THE DISTRICT. 6. NO SIDE SEWER CONNECTIONS SHALL BE MADE TO THE EXISTING SYSTEM UNTIL COMPLE110N OF THE BILL OF SALE AND ALL EASEMENTS. OBTAIN SIDE SEWER PERMITS FROM THE DISTRICT FOR EACH SIDE SEWER CONNECTION PRIOR TO MAKING CONNECTION. BILL OF SALE WILL NOT BE PROCESSED UNTIL PUGET SOUND ENERGY HAS EITHER PROVIDED A WORK SKETCH OR INSTALLED THEIR VAULTS, HAND HOLES AND LIGHT STANDARDS, OR THE DEVELOPER HAS PROVIDED A SIGNED HOLD HARMLESS AGREEMENT (FORM SUPPLIED BY THE DISTRICT). 7. ALL COSTS OF SEWER MAIN RE -STAKING SHALL BE PAID BY THE DEVELOPER/CONTRACTOR. 8. PROPERTY CORNERS SHALL BE PINNED WITH REFERENCE LACK ON CURBS BY THE DEVELOPER/CONTRACTOR. 9. THE DEVELOPER/CONTRACTOR SHALL N011FY THE DISTRICT AT (253) 630-9900 TO SCHEDULE A PRE -CONSTRUCTION MEETING AT THE DISTRICT OFFICE. AFTER THE PRE- CONSTRUCTION MEETING, THE DEVELOPER/CONTRACTOR SHALL NOTIFY THE DISTRICTS FIELD REPRESENTATIVE AT LEAST 48 HOURS (REGULAR WORKING DAYS) BEFORE STARTING WORK. 10. THE DEVELOPER/CONTRACTOR SHALL OBTAIN ALL REQUIRED FINAL INSPECTIONS TO MEET PERMIT REQUIREMENTS. INSPECTIONS MUST BE SCHEDULED AT LEAST 48 HOURS IN ADVANCE. 71. CONNECTIONS TO EXISTING SEWER MAINS SHALL BE MADE ONLY WITH WRITTEN APPROVAL OF THE DISTRICT AND ONLY AFTER AT LEAST 48 HOURS (TWO REGULAR WORKING DAYS) ADVANCE NOTICE. 12. EXISTING SEWERS TO REMAIN IN SERVICE AT ALL TIMES. 13, ALL WATER AND/OR CONSTRUCTION DEBRIS SHALL BE REMOVED FROM NEW SEWERS AND SHALL NOT BE PERMITTED TO ENTER THE EXISTING SYSTEM. 14. EXISTING MANHOLES SHALL BE CORE -DRILLED AND RE -CHANNELED AS REQUIRED TO RECEIVE INCOMING FLOW FROM THE NEW SEWER. ZLEG VAN&Ifelm GRAPHIC CONSTRUCTION KEY NOTES ( TN FEET ) 1 inch = 20 ft OA EXISTING WATER SERVICE AND METER TO� 51 KQ 1,000 -GALLON OIL/WATER SEPARATOR BE RETAINED. CONTRACTOR TO HAVE FLOW TEST PERFORMED PRIOR TO CONSTRUCTION TO VERIFY ADEQUATE FLOW AND PRESSURE �LLr717 �. � w w - _ ..� a♦ @ CONNECT TO EXISTING WATER SERVICE, COORDINATE W/SCWSD. CUT, CAP, AND REMOVE WATER LINE PAST POINT OF CONNECTION. DOMESTIC WATER SERVICE POINT OF CONNECTION, SEE MEP PLANS FOR CONTINUATION. 3 (D AREA DRAIN, NYLOPLAST INLINE DRAIN C -5'o OR EQUIVALENT. E CONNECT FIRE LINE TO EXISTING WATER MAIN. @FIRE SERVICE POINT OF CONNECTION. SEE MEP/FIRE PROTECTION PLANS FOR CONTINUATION. CONNECT TO EXISTING GAS SERVICE LINE. CONTRACTOR TO COORDINATE WITH PUGET SOUND ENERGY FOR CONNECTION AND INSTALLATION OF CONDUIT AND METER. 2 H INSTALL SANITARY SEWER CLEANOUT. c-5.o I RELOCATED COMM PEDESTAL, CONNECT TO EXISTING TELECOM SERVICE. CONTRACTOR TO COORDINATE WITH SERVICE PROVIDER FOR NEW CONNECTION. LANDSCAPE IRRIGATION POINT OF CONNECTION. SEE IRRIGATION PLANS FOR CONTINUATION. ScAm. MnCAU AS SHOWN HOW AU W 1 /1", I ow axx, DATUM AT Am. 5CNE IF NOT ONE INCH SOME ACCOfMMY L� SANITARY SEWER POINT OF CONNECTION, SEE MEP PLANS FOR COORDINATION. RELOCATED POWER POLE, CONNECT TO EXISTING ELECTRICAL, CONTRACTOR TO COORDINATE WITH SERVICE PROVIDER FOR NEW CONNECTION. INSTALL RPBA WITH HOT BOX. DIMENSIONS: 26" X 10" X 22" @ NEW TRANSFORMER OFIRE DEPARTMENT CONNECTION EXISTING IRRIGATION DOUBLE CHECK VALVE TO BE RETAINED. ABANDON LINE PAST THIS VALVE. 2 & FIRE HYDRANT C-7.0 nS ROOF TO BE INSTALLED ABOVE DUMPSTER, SEE BUILDING PLANS Q CUT AND CAP EXISTING SEWER. @ SANITARY SEWER MANHOLE C-5.0 INSTALL DOUBLE CHECK e-7.1 DETECTOR ASSEMBLY Know what's below. Calf before you di 1,2 WATER LINE C-7.2 WATER METER FIRE HYDRANT GATE VALVE FDC + C-7.0 THRUST BLOCK • DOUBLE CHECK VALVE RPBA WATER CROSSING 1'2 SIDE SANITARY SEWER C-5.1 SS MANHOLE ib SS CLEANOUT • TELEPHONE _T -T POWER (UNDERGROUND) UGP -�--- POWER (OVERHEAD) OHIO GAS LINE G OIL/WATER SEPARATOR • UW TRASH ENCLOSURE DRAINAGE IN COMPLIANCE WITH CITY OF RENTON STANDARDS PIPE, NOT TO RECEIVE SANITARY WASTE OR SOLIDS UTILITY FLAN �0�8 //2y3/2017 P66i.iIONM\� PAGE: DROM NO: C-3.0 SHM 9 OP 18 ee • • • co 6 w I`__ IZA 1505 Westlake Ave. N. T (206) 522-9510 Suite 305 F (206) 522-8344 Seattle, WA 98109 www.PAcLAND.COM t FO Al no G;Eql gs'"m st NTS EL WA TIOM, - - WE W MURMILBYT UREZ wsTO �n�s'u� Nth t,�PSTf'EAM h�t�GnrN� . f�� ANS � m NTS CTfNDklf%ADTIIDC' IIKHT NE 1/4 OF S 32, T 23 N7 R 5 E v'mw *0"oolow I/- wimi rirr- IV LA STORM DRAINAGE SYSTEM I __— [— 12" SD SEE DETAIL 1/C-6.0 — I MODULAR WETLAND SYSTEM SEE DETAIL 2/C-6.0 V AGGREGATE LAYER TREATIVIEN T- DETENTION -CONTROL STRUCTURE PROFILE (SCHEM_ATICI NTS NOTES: 1. DETAIL IS SCHEMATIC IN NATURE, AND IS PROVIDED FOR REFERENCE ONLY. REFER TO SHEET C-2.0 FOR RIM AND INVERT ELVATIONS IN COMPLIANCE WITH CITY OF RENTON STANDARDS Uj z 0 F- U) LU OC ra 08/23/2017 LL Z 0 WAWM NO: C-6.0 Z SHM: 10 18 OR LU cr gal CATCH BASIN TYPE 1/11 - 1505 Westlake Ave. N. T (206) 522-9510 Suite 305 F (206) 522-8344 Seattle, WA 98109 www.PAcLAND.COM NTS N 37679 M w Aor; . E CATCH BASIN TYPE 2 NO. 00. CLEAR 61,0401 01 Tib? ..;. '- - � powm w own Immmmm ommm4mmomwommas , -U,0410- CATM11 13AS1010007ALLATION CATCH BASIN INSTALLATION PMCAW SA NE 1/4 OF 8 327 T 23 N7 R 5 E 00*0 , oft c ww' Th - m bow sooWn- T' AA-101*01)- W. m laOMUM I , 3k8e $CC MN CATCH BASIN TYPE 1L NTS j NTS .,0/ NTS REVISION SoN.L. AS SHOWN ow ft" AT FULL SCAM IF NOT ONE " SCALE ACCOFONGLY VMMCAL NAVOOMDATUM IN COMPLIANCE WITH CITY OF RENTON STANDARDS .1i.M VATAMIR FROMM gal LU z 0 LU cr DAM 08/23/2017 LL FM.DSW- z WE 0 MW* NO: C-6.1 Z SHEET: Uj 11 18 cc OAT" O** MMAMW U* *MQ -to A EW 7F:; --R-- CATCH BASIN TYPE 2 NO. 00. CLEAR 61,0401 01 Tib? ..;. '- - � powm w own Immmmm ommm4mmomwommas , -U,0410- CATM11 13AS1010007ALLATION CATCH BASIN INSTALLATION PMCAW SA NE 1/4 OF 8 327 T 23 N7 R 5 E 00*0 , oft c ww' Th - m bow sooWn- T' AA-101*01)- W. m laOMUM I , 3k8e $CC MN CATCH BASIN TYPE 1L NTS j NTS .,0/ NTS REVISION SoN.L. AS SHOWN ow ft" AT FULL SCAM IF NOT ONE " SCALE ACCOFONGLY VMMCAL NAVOOMDATUM IN COMPLIANCE WITH CITY OF RENTON STANDARDS .1i.M VATAMIR FROMM gal LU z 0 LU cr DAM 08/23/2017 LL FM.DSW- z WE 0 MW* NO: C-6.1 Z SHEET: Uj 11 18 cc NE 1/4 OF 8 327 T 23 N7 R 5 E WOWS TAWNT RECTANGULAR FRAMERECTANGULAR SOLID METAL COVER RECTANGULAR HERRINGBONE GRATE NTS2 NTS \' Nn d' rnco co co i 6 r W �-- r WOWS TAWNT RECTANGULAR FRAMERECTANGULAR SOLID METAL COVER RECTANGULAR HERRINGBONE GRATE NTS2 NTS \' Nn M 6 d' W F- 1505 Westlake Ave. N. T (206) 522-9510 Suite 305 F (206) 522-8344 Seattle, WA 98109 www.PAcL ND.COM a M NTS ANK .e-. A 37679 0�, +?�G1 ST���A; �SSjONAL t.r 47 2118 iff "11,111064"A HUDYNER I NO. REVISION NTS BY I DATE JL SCAM AS SHOWN AT WLI SCALE IF NOT ONE IWN SCALE ACCOPM40LY 0101L� P0 j. '. " I a 0 2 rf� Ne, =1 ► azo 1+NAA VE), /,/1s91 DATUM \\�r NTS NE 1/4 OF 3 327 T 23 N7 R 5 E DESCRIPTION VAULT 1 RIM ELEVATION 400.49 INLET ELEVATION 395.60 OUTLET ELEVATION 395,60 ORIFICE #1 ELEVATION 393.60 ORIFICE #1 DIAMETER 0.6 IN ORIFICE #2 ELEVATION 397.40 ORIFICE #2 DIAMETER 1.2 IN RISER ELEVATION 398.10 OUTLET PIPE DIAMETER 12 IN %111N-4 p�fl i�vt+t s 4 i6t�pat�: t -' -.. 70t:C v7�.y�� _ 11591,E V YRW: E1sl N�01*4 : roti 01181` i8 itS 1-TIA 'ISA - y��� �iin� }j�r.�' �,�yy������.}p♦�� ��jt#th ��pf �,pd. J.. ciparitl i4YJ5 1.�.._. 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" I a 0 2 rf� Ne, =1 ► azo 1+NAA VE), /,/1s91 DATUM \\�r NTS NE 1/4 OF 3 327 T 23 N7 R 5 E DESCRIPTION VAULT 1 RIM ELEVATION 400.49 INLET ELEVATION 395.60 OUTLET ELEVATION 395,60 ORIFICE #1 ELEVATION 393.60 ORIFICE #1 DIAMETER 0.6 IN ORIFICE #2 ELEVATION 397.40 ORIFICE #2 DIAMETER 1.2 IN RISER ELEVATION 398.10 OUTLET PIPE DIAMETER 12 IN IN COMPLIANCE WITH CITY OF RENTON STANDARDS r 1 A 00 fm 4 I - 5i1 LLI z O F— U) III LL_' :,�+ i�wi.s 08/23/2017 PAUL: O 9R wm 110: C--6.3 Z SHMT: 13 OR 18 6"CC " " .5ASPHALT: 1/4-11'0,n AGGREGATE IX PER 2012 WSDOT 9-03.8(6), G58-22 OR PG 64-22 BINDER PER 012 WSDOT 9-02.1(4) 4" CRUSHED AGGREGATE BASE COURSE PER 2012 WSDOT 9-03.9(3) 12" COMPACTED SUITABLE MATERIAL OR STRUCTURAL FILL. UNSUITABLE NATIVE MATERIAL SHALL BE OVEREXCAVATED AND REPLACED. SUBGRADE SHALL BE PREPARED IN ACCORDANCE WITH THE PROJECT SPECIFICATIONS TO ACHIEVE 95% OF MAXIMUM DRY DENSITY (ASTM D1557) ASPHALT PAVEMENT SECTION r � . NTS Et3ESTtll'L# MWNALK RAM at ��ra, �N�r�vs t►N4.�t , . . :���7ftft?�"WAwY� � nct ' DUAL 5 a a y 1 1505 Westlake Ave. N. CEMENT CONCRETE CURBS SECTION NTS T (206) 522-9510 F (206) 522-8344 www.PAcLAND.COM a s'fEg�� �SSIDNAL ���1 � NTS r� ,tr ee ll{.��' M" 4 .s•. 5" PORTLAND CEMENT CONCRETE A. (4000 PSI COMPRESSIVE STRENGTH PER WSDOT STD SPEC 9-03.1) 6" CRUSHED ROCK BASE COURSE `(WSDOT STD SPEC 9-03.9(3)) 12" COMPACTED SUITABLE MATERIAL OR STRUCTURAL FILL. UNSUITABLE NATIVE MATERIAL SHALL BE OVEREXCAVATED AND REPLACED. SUBGRADE SHALL BE PREPARED IN ACCORDANCE WITH THE PROJECT SPECIFICATIONS TO ACHIEVE 95% OF MAXIMUM DRY DENSITY (ASTM D1557) N TES: 1. CONCRETE SHALL BE FIBER REINFORCED, AIR ENTRAINED, WITH A MINIMUM MODULUS OF RUPTURE (Mr) OF 600 PSI, A 4000 PSI 28 DAY STRENGTH, AND A 15 -FOOT MAXIMUM JOINT SPACING STANDARD CONCRETE PAVEMENT SECTION NTS FOR PLANTER WDTHS GREATER THAN 5 FFFT_ THF SIDFWAI K SHAI I NOT RF Xjm CEMENT CONCRETE DRIVEWAY TYPE C213 (MODIFIED) REVISION NTS BY I DATE I APPR WEI SCA mmemMVD AS SHOWN wwotvaL: NND A AT FULL SCALE IFWT Ow SCALE ACOORDW Y NE 1/ F S 32, T 23 Nq5E 2.5" ASPHALT: 1/2 -INCH AGGREGATE MIX PER 2012 WSDOT 9--03.8(6), PG58-22 OR PG 64-22 BINDER PER 2012 WSDOT 9-02.1(4) 4" CRUSHED AGGREGATE BASE COURSE PER 2012 WSDOT 9-03.9(3) ..ter COMPACTED SUITABLE MATERIAL OR M STRUCTURAL FILL. DEPTH IS UP TO 12"9 ° VARIES DEPENDING ON COVER AVAILABLE BETWEEN DETENTION AND BASE COURSE UNSUITABLE NATIVE MATERIAL SHALL BE OVEREXCAVATED AND REPLACED. SUBGRADE SHALL BE PREPARED IN ACCORDANCE WITH THE PROJECT SPECIFICATIONS TO ACHIEVE 95% OF MAXIMUM DRY DENSITY (ASTM D1557) STORMCAPTURE UNIT MINIMUM ALLOWABLE COVER=6" MAXIMUM ALLOWABLE COVER=5' PAVEMENT SECTION OVER DETENTION SYSTEM NTS 1. MATERIAL THICKNESS IS COMPACTED DEPTH. APPLIES TO ALL SECTIONS. 2. SUITABLE ONSITE SOILS SHALL BE FREE OF DELETERIOUS MATERIALS AND MAY BE USED FOR SUBBASE PROVIDED SOILS MEET REQUIREMENTS IN THE PROJECTS SPECIFICATIONS. 3. FOR PREPARATION OF PAVEMENT SUBGRADE, FILL PLACED WITHIN 12 INCHES OF FINISHED SUBGRADE ELEVATION IN FILL AREAS AND AT LEAST THE UPPER 8 INCHES OF SUBGRADE IN ALL AREAS TO BE PAVED SHOULD BE COMPACTED TO AT LEAST 98% OF THE MATERIAL'S MAXIMUM STANDARD PROCTOR DRY DENSITY (ASTM D-698). FILL PLACED BELOW THIS LEVEL SHOULD BE COMPACTED TO AT LEAST 95% OF THE MATERIAL'S MAXIMUM DRY DENSITY. 4. AFTER PROOFROLLING WITH A LOADED TANDEM AXLE DUMP TRUCK AND REPAIRING DEEP SUBGRADE DEFICIENCIES, THE ENTIRE SUBGRADE SHOULD BE SCARIFIED TO A DEPTH OF 12 INCHES AND UNIFORMLY COMPACTED TO AT LEAST 98% OF STANDARD PROCTOR. 5. CRUSHED BASE COURSE MATERIALS SHALL CONFORM TO THE REQUIREMENTS OF SECTION 9-03.9(3), OF THE WSDOT STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION. 6. ASPHALTIC SURFACE COURSE MIXTURES SHALL BE IN ACCORDANCE WITH SECTION 9-02.1(4) OF THE WSDOT STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION. THE MIXTURE SHALL HAVE A MINIMUM MARSHALL STABILITY OF 1,000 POUNDS, AND THE SURFACE COURSE SHOULD BE COMPACTED TO A MINIMUM OF 97% MARSHALL DENSITY (ASTM SPECIFICATION D 1559). 7. THE PORTLAND CEMENT CONCRETE PAVEMENT MIXTURE SHALL BE IN ACCORDANCE WITH AIR -ENTRAINED CONCRETE FOR PAVEMENT SECTIONS 9-03.1 OF THE WSDOT STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION. THE MIXTURE SHALL BE DESIGNED TO DEVELOP A MINIMUM COMPRESSIVE STRENGTH OF 4000 PSI AT 28 DAYS WITH A 4 --INCH MAXIMUM SLUMP AND 5 TO 7% ENTRAINED AIR. 8. CONTRACTOR SHALL PROVIDE A PRIME COAT AND TACK COAT TO FACE OF CURB WHERE CURB CONTACTS ASPHALT. 9. PROOFROLLING SHOULD BE USED TO EVALUATE PAVEMENT SUBGRADE. 10. THE RECOMMENDED PAVEMENT SECTIONS ARE BASED ON THE ASSUMPTION THAT THE SUBGRADE CONSISTS OF UNDISTURBED SOIL OR STRUCTURAL FILL AND THAT THE PAVEMENT WILL BE CONSTRUCTED DURING THE DRY SUMMER MONTHS. CITY OF RENTON Planning/Building/Public Works Dept. IN COMPLIANCE WITH CITY OF RENTON STANDARDS RENTON M O 17808 108TH AVE SE DETAILS*AVING AND SITE .r u 4 4w 4" PORTLAND CEMENT CONCRETE (4000 PSI COMPRESSIVE STRENGTH PER WSDOT STD SPEC 9-03.1) 3" CRUSHED ROCK BASE COURSE (WSDOT STD SPEC 9-03.9(3)) 12" COMPACTED SUITABLE 09m. 08/23/2017 MATERIAL OR STRUCTURAL FILL. S: UNSUITABLE NATIVE MATERIAL P� SHALL BE OVEREXCAVATED AND WAWM wo REPLACED. SUBGRADE SHALL BE C--8.0 PREPARED IN ACCORDANCE WITH THE PROJECT SPECIFICATIONS TO r: OR 14 18 ACHIEVE 95% OF MAXIMUM DRY DENSITY (ASTM D1557) NOTES: i. CONCRETE SHALL BE FIBER REINFORCED, AIR ENTRAINED, WITH A MINIMUM MODULUS OF RUPTURE (Mr) OF 600 PSI, A 4000 PSI 28 DAY STRENGTH, AND p 15 -FOOT MAXIMUM JOINT SPACING � CEMENT CONCRETE SIDEWALK (ON-SITE) NTS r� ,tr ee ll{.��' M" 4 .s•. 5" PORTLAND CEMENT CONCRETE A. (4000 PSI COMPRESSIVE STRENGTH PER WSDOT STD SPEC 9-03.1) 6" CRUSHED ROCK BASE COURSE `(WSDOT STD SPEC 9-03.9(3)) 12" COMPACTED SUITABLE MATERIAL OR STRUCTURAL FILL. UNSUITABLE NATIVE MATERIAL SHALL BE OVEREXCAVATED AND REPLACED. SUBGRADE SHALL BE PREPARED IN ACCORDANCE WITH THE PROJECT SPECIFICATIONS TO ACHIEVE 95% OF MAXIMUM DRY DENSITY (ASTM D1557) N TES: 1. CONCRETE SHALL BE FIBER REINFORCED, AIR ENTRAINED, WITH A MINIMUM MODULUS OF RUPTURE (Mr) OF 600 PSI, A 4000 PSI 28 DAY STRENGTH, AND A 15 -FOOT MAXIMUM JOINT SPACING STANDARD CONCRETE PAVEMENT SECTION NTS FOR PLANTER WDTHS GREATER THAN 5 FFFT_ THF SIDFWAI K SHAI I NOT RF Xjm CEMENT CONCRETE DRIVEWAY TYPE C213 (MODIFIED) REVISION NTS BY I DATE I APPR WEI SCA mmemMVD AS SHOWN wwotvaL: NND A AT FULL SCALE IFWT Ow SCALE ACOORDW Y NE 1/ F S 32, T 23 Nq5E 2.5" ASPHALT: 1/2 -INCH AGGREGATE MIX PER 2012 WSDOT 9--03.8(6), PG58-22 OR PG 64-22 BINDER PER 2012 WSDOT 9-02.1(4) 4" CRUSHED AGGREGATE BASE COURSE PER 2012 WSDOT 9-03.9(3) ..ter COMPACTED SUITABLE MATERIAL OR M STRUCTURAL FILL. DEPTH IS UP TO 12"9 ° VARIES DEPENDING ON COVER AVAILABLE BETWEEN DETENTION AND BASE COURSE UNSUITABLE NATIVE MATERIAL SHALL BE OVEREXCAVATED AND REPLACED. SUBGRADE SHALL BE PREPARED IN ACCORDANCE WITH THE PROJECT SPECIFICATIONS TO ACHIEVE 95% OF MAXIMUM DRY DENSITY (ASTM D1557) STORMCAPTURE UNIT MINIMUM ALLOWABLE COVER=6" MAXIMUM ALLOWABLE COVER=5' PAVEMENT SECTION OVER DETENTION SYSTEM NTS 1. MATERIAL THICKNESS IS COMPACTED DEPTH. APPLIES TO ALL SECTIONS. 2. SUITABLE ONSITE SOILS SHALL BE FREE OF DELETERIOUS MATERIALS AND MAY BE USED FOR SUBBASE PROVIDED SOILS MEET REQUIREMENTS IN THE PROJECTS SPECIFICATIONS. 3. FOR PREPARATION OF PAVEMENT SUBGRADE, FILL PLACED WITHIN 12 INCHES OF FINISHED SUBGRADE ELEVATION IN FILL AREAS AND AT LEAST THE UPPER 8 INCHES OF SUBGRADE IN ALL AREAS TO BE PAVED SHOULD BE COMPACTED TO AT LEAST 98% OF THE MATERIAL'S MAXIMUM STANDARD PROCTOR DRY DENSITY (ASTM D-698). FILL PLACED BELOW THIS LEVEL SHOULD BE COMPACTED TO AT LEAST 95% OF THE MATERIAL'S MAXIMUM DRY DENSITY. 4. AFTER PROOFROLLING WITH A LOADED TANDEM AXLE DUMP TRUCK AND REPAIRING DEEP SUBGRADE DEFICIENCIES, THE ENTIRE SUBGRADE SHOULD BE SCARIFIED TO A DEPTH OF 12 INCHES AND UNIFORMLY COMPACTED TO AT LEAST 98% OF STANDARD PROCTOR. 5. CRUSHED BASE COURSE MATERIALS SHALL CONFORM TO THE REQUIREMENTS OF SECTION 9-03.9(3), OF THE WSDOT STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION. 6. ASPHALTIC SURFACE COURSE MIXTURES SHALL BE IN ACCORDANCE WITH SECTION 9-02.1(4) OF THE WSDOT STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION. THE MIXTURE SHALL HAVE A MINIMUM MARSHALL STABILITY OF 1,000 POUNDS, AND THE SURFACE COURSE SHOULD BE COMPACTED TO A MINIMUM OF 97% MARSHALL DENSITY (ASTM SPECIFICATION D 1559). 7. THE PORTLAND CEMENT CONCRETE PAVEMENT MIXTURE SHALL BE IN ACCORDANCE WITH AIR -ENTRAINED CONCRETE FOR PAVEMENT SECTIONS 9-03.1 OF THE WSDOT STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION. THE MIXTURE SHALL BE DESIGNED TO DEVELOP A MINIMUM COMPRESSIVE STRENGTH OF 4000 PSI AT 28 DAYS WITH A 4 --INCH MAXIMUM SLUMP AND 5 TO 7% ENTRAINED AIR. 8. CONTRACTOR SHALL PROVIDE A PRIME COAT AND TACK COAT TO FACE OF CURB WHERE CURB CONTACTS ASPHALT. 9. PROOFROLLING SHOULD BE USED TO EVALUATE PAVEMENT SUBGRADE. 10. THE RECOMMENDED PAVEMENT SECTIONS ARE BASED ON THE ASSUMPTION THAT THE SUBGRADE CONSISTS OF UNDISTURBED SOIL OR STRUCTURAL FILL AND THAT THE PAVEMENT WILL BE CONSTRUCTED DURING THE DRY SUMMER MONTHS. CITY OF RENTON Planning/Building/Public Works Dept. IN COMPLIANCE WITH CITY OF RENTON STANDARDS RENTON M O 17808 108TH AVE SE DETAILS*AVING AND SITE .r u 4 4w w z O F_��y UF_ VJ uj T. 09m. 08/23/2017 LL S: z P� O WAWM wo C--8.0 Z III CC r: OR 14 18 V-0" CONCRETE CURB PAVEMENT ~-- e a/o QoQ pcoo°4 0o o�prwa°r p°op po©o dQ o�_dp . co ° Qa°aaopoQ o o °Da°o° a p>p 0-0 C, ipOQo ° pp ooeo Qnao Q° Q o0o0 p o po O 00pop�o0 0 (3 p°O�0 00 0 °o�O© aop p o n MINIMUM 6" BASE COURSE WITH PRIME COAT (PER PAVEMENT SECTION) SUB -GRADE PER StXLS REPORT NOTES:- 1, SLOPE SHALL PROMOTE POSITIVE DRAINAGE TO DRAINAGE STRUCTURES. SLOPE TOWARDS OR AWAY FROM CURB AS REQUIRED. 2. EXPANSION JOINT: PLACE AT ENDS OF ALL RADII, 5' ON EACH SIDE OF DRAINAGE STRUCTURES, AND AT 45' MAX. INTERVALS IN STRAIGHT CURB AND GUTTER. PROVIDE #6 x 18" LONG SMOOTH STEEL DOWEL BARS WITH 1"0 GREASE CAP THROUGH EXPANSION JOINTS. (r THICK BITUMINOUS FILLER MATERIAL). 3. CONTRACTION JOINT: PROVIDE 2" DEEP x Y" VIDE CONTRACTION JOINTS AT 15' INTERVALS. 4. 2'-6" LONG TIE BAR ON 2'-6" CENTERS SHALL BE PROVIDED WHEN CURB IS ADJACENT TO P.C.C. PAVEMENT. 5. PROVIDE 2 ,#6 x 2'-6" LONG TIE BARS TO CONNECT EXISTING AND NEW CURB AND GUTTER. 6, REMOVE FORMS AS EARLY AS POSSIBLE. BRUSH TOP AND FACE OF CURBS TO REMOVE ALL IMPERFECTIONS. TYPICAL OF ALL FORM WORK. 7. ALL RADII SHALL BE TRUE ARCS. 8. LIGHT BROOM FINISH ON ALL EXTERIOR CONCRETE. VALLEY GUTTER NTS Amirdhymai air NTS w a 3 4 i 0 a w t 1505 Westlake Ave. N. T (206) 522-9510 Suite 305 F (206) 522-8344 Seattle, WA 98109 www.PAcLAND.COM NOTE 1. LOCATE AT EDGE OF PARKING SPACE UNLESS ACCOMPANIED BY "VAN" LETTERING zir, f 0 �ssroxn�, ml- 12 REFLECTIVE ALUMINUM RESERVED LEGEND AND BORDER - GREEN PARKING WHITE SYMBOL ON BLUE BACKGROUND BACKGROUND - WHITE co TYPICAL AT ALL HANDICAP SPACES THIS SIGN TYPICAL AT ALL =1 "VAN ACCESSIBLE„ VAN PARKING SPACES ACCESSIBLE PENALTY SIGN NTH WORDING AS REQUIRED BY STATE OR LOCAL LAW ' --GALVANIZED »U" CHANNEL POST U- CD �a 4" DIA. SCH 40 GALVANIZED STEEL PIPE BOLLARD PAINTED OSHA YELLOW m c� FtLL£D WITH CONCRETE ocr- CD I-- ;, PAINT CONCRETE BLACK a AFTER CURING c) AT ASPHALT LOCATIONS 1 11I /,,/--4000 PSI CONCRETE V_6" Alk rii i��J; JOIN llilll alb a NTS REVISION tdar#h,artr,; fit.12 T s�eti�l�on ctrilt'. ���Model H36 -7, P4 � imenaioheet 471. HEA, WY -DUTY CHALLEftGER IS LOOPS 7 SIKES Eltlr'V�AI'II;3N'VfEW` MIAMI r r 'i�Wiilli� v+►+�wvb�lso�.ccuin NTS AS SHOWN �owE� AT FULL SCa1LE IF Wr ONE INCH SCALE ACCOMMY Ho z" A u ,"3i,09, DATUM NE 1/4 OF S 327 T 23 N, R 5 l NTS IN COMPLIANCE WITH CITY OF RENTON STANDARDS � r r l Lij Z O F— U) ` t� �V ) Uj Qq 08/23/2017 LL p ox:z PMI£: ✓' ( 1 OAAWRk> NQ: � C--8.1 Z SHET; 15 M. U-1 18 U-1 --u err --iu V_6" Alk rii i��J; JOIN llilll alb a NTS REVISION tdar#h,artr,; fit.12 T s�eti�l�on ctrilt'. ���Model H36 -7, P4 � imenaioheet 471. HEA, WY -DUTY CHALLEftGER IS LOOPS 7 SIKES Eltlr'V�AI'II;3N'VfEW` MIAMI r r 'i�Wiilli� v+►+�wvb�lso�.ccuin NTS AS SHOWN �owE� AT FULL SCa1LE IF Wr ONE INCH SCALE ACCOMMY Ho z" A u ,"3i,09, DATUM NE 1/4 OF S 327 T 23 N, R 5 l NTS IN COMPLIANCE WITH CITY OF RENTON STANDARDS � r r l Lij Z O F— U) ` t� �V ) Uj Qq 08/23/2017 LL p ox:z PMI£: ✓' ( 1 OAAWRk> NQ: � C--8.1 Z SHET; 15 M. U-1 18 U-1 co 6 W I'- 111,21=21 ,Iitift.0 `P*7114E SrMj,- tM ,W— - I)IMMOMS M J), TO A 101 T4E. 0- -A OONNEOM -,N -, ?A.T.4N., "TED- MANUF i*A SAT, ARE, INC WIPUAN 14CH" ''WXMA; iNt"11AASE Wi tMUD -AIR Td IL ATE, k 2 tH cd ' PM $.E itdk, M MOW* A U% ONLY SA- 0A c� WPM A14T TOX. "OF -TROAP ............ ... vt TOR RERE7.0,00RW z-.VGNS-; MOU10 S1 Z& SIGN MOUNTING ON SINGLE METAL POST NK mfg §501w, "I I a arora Q, IST �sSIONAL NTS NO. 1,gEliew W. Fri S"Ifte LU Z 0 machinaolt U) tt Mom m 08/23/2017 LL 4 PAS: 0 DROW NO. I Gage sto'at et ndw1f4amom* Z U.1 T slim. OP 16 18 1505 Westlake Ave. N. T (206) 522-9510 Suite 305 F (206) 522-8344 Seattle, WA 98109 www.PAcLAND.COM NK mfg §501w, "I I a arora Q, IST �sSIONAL NTS NO. 1,gEliew W. Fri S"Ifte REVISION NTS SME AS SHOWN ONE NM AT FULL SOME IF NOT ONE MM SC" A000PONM NE 1/4 OF S 32, T 23 N, R 5 E VOMM NAVD 10M MXQWAL. W 1988/1991 DATUM 0.1-W ef", CITY OF REN TON Planning/Building/Public Works Dept. j7 , 4 With. 0froo Ina, guil t1dw-11 NTS IN COMPLIANCE WITH CITY OF RENTON STANDARDS WA - 101�0 . "IL I- "as LU Z 0 machinaolt U) tt Mom m 08/23/2017 LL 4 PAS: 0 DROW NO. I Gage sto'at et ndw1f4amom* Z U.1 T slim. OP 16 18 REVISION NTS SME AS SHOWN ONE NM AT FULL SOME IF NOT ONE MM SC" A000PONM NE 1/4 OF S 32, T 23 N, R 5 E VOMM NAVD 10M MXQWAL. W 1988/1991 DATUM 0.1-W ef", CITY OF REN TON Planning/Building/Public Works Dept. j7 , 4 With. 0froo Ina, guil t1dw-11 NTS IN COMPLIANCE WITH CITY OF RENTON STANDARDS WA - 101�0 . "IL I- "as LU Z 0 U) ui m 08/23/2017 LL I,:40— PAS: 0 DROW NO. C-8-2 Z U.1 T slim. OP 16 18 I 0 W Z 0 F— U) W X W G z a Z W X E 0 NO 1,2t CD G N N Q 0) c H t�..1 00 N U V) cn CD N o 0 K 00 0 cn Q i Q / o L Q cn 0 cfi PLANTING NOTES 7 1. ALL PLANTS MUST BE HEALTHY, VIGOROUS MATERIAL, FREE OF PESTS AND DISEASE. 2. ALL PLANTS MUST BE CONTAINER GROWN OR BALLED AND BURLAPPED AS INDICATED IN THE PLANT LIST. 3. ALL TREES MUST BE STRAIGHT TRUNKED AND FULL HEADED AND MEET ALL REQUIREMENTS SPECIFIED. 4. ALL PLANTS ARE SUBJECT TO THE APPROVAL OF THE LANDSCAPE ARCHITECT BEFORE, DURING, AND AFTER INSTALLATION. 5. ALL TREES MUST BE GUYED OR STAKED AS SHOWN IN THE DETAILS. 6. ALL PLANTING AREAS MUST BE COMPLETELY MULCHED AS SPECIFIED. 7. PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES AND SHALL AVOID DAMAGE TO ALL UTILITIES DURING THE COURSE OF THE WORK. LOCATIONS OF EXISTING BURIED UTILITY LINES SHOWN ON THE PLANS ARE BASED UPON BEST AVAILABLE INFORMATION AND ARE TO BE CONSIDERED APPROXIMATE. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO (1) VERIFY THE LOCATIONS OF UTILITY LINES IN AND ADJACENT TO THE WORK AREA, (2) PROTECT ALL UTILITY LINES DURING THE CONSTRUCTION PERIOD, AND (3) REPAIR ANY AND ALL DAMAGE TO UTILITIES, STRUCTURES, SITE APPURTENANCES, ETC. WHICH OCCURS AS A RESULT OF THE LANDSCAPE CONSTRUCTION. 8. THE CONTRACTOR IS RESPONSIBLE FOR VERIFYING ALL QUAN1111ES SHOWN ON THESE PLANS BEFORE PRICING THE WORK. PLANT MATERIAL QUANTITIES SHOWN ARE APPROXIMATE. 9. THE CONTRACTOR IS RESPONSIBLE FOR FULLY MAINTAINING ALL PLANTING (INCLUDING BUT NOT LIMITED TO: WATERING, SPRAYING, MULCHING, FERTILIZING, MOWING, ETC.) OF THE PLANTING AND LAWN AREAS FOR THE CONSTRUCTION PERIOD. 10. THE CONTRACTOR SHALL COMPLETELY GUARANTEE ALL PLANT MATERIAL FOR A (1) YEAR PERIOD. THE CONTRACTOR SHALL PROMPTLY MAKE ALL REPLACEMENTS DURING THE NORMAL PLANTING SEASON. 11. AFTER BEING DUG AT THE NURSERY SOURCE, ALL TREES IN LEAF SHALL BE ACCLIMATED FOR TWO (2) WEEKS UNDER A MIST SYSTEM PRIOR TO INSTALLATION. 12. ANY PLANT MATERIAL WHICH DIES, TURNS BROWN, OR DEFOLIATES (PRIOR TO TOTAL ACCEPTANCE OF THE WORK) SHALL BE PROMPTLY REMOVED FROM THE SITE AND REPLACED WITH MATERIAL OF THE SAME SPECIES, QUANTITY, AND SIZE AND MEETING ALL PLANT LIST SPECIFICATIONS. 13. STANDARDS SET FORTH IN "AMERICAN STANDARD FOR NURSERY STOCK" REPRESENT GUIDELINE SPECIFICATIONS ONLY AND SHALL CONSTITUTE MINIMUM QUALITY REQUIREMENTS FOR PLANT MATERIAL. 14. ALL SHRUB, GROUND COVER AND SEASONAL COLOR ANNUAL PLANTING BEDS ARE TO BE COMPLETELY COVERED WITH BARK MULCH TO A MINIMUM DEPTH OF THREE INCHES. 15. SAFE, CLEARLY MARKED PEDESTRIAN AND VEHICULAR ACCESS TO ALL ADJACENT PROPERTIES MUST BE MAINTAINED THROUGHOUT THE CONSTRUCTION PROCESS. 16. DURING THE GROWING SEASON ALL ANNUALS SHALL REMAIN IN A HEALTHY, VITAL CONDITION THROUGHOUT THE CONSTRUCTION PERIOD. 17. ALL PLANT MATERIALS QUANTITIES SHOWN ARE APPROXIMATE. CONTRACTOR SHALL BE RESPONSIBLE FOR COMPLETE COVERAGE OF ALL PLANTING BEDS AT SPACING SHOWN GRAPHICALLY. 18. ALL LANDSCAPE BED AREAS ARE TO RECEIVE 6" OF TOPSOIL. 19. REFER TO PLANS FOR ALL INFORMATION NEEDED FOR IMPLEMENTATION OF PLANTING PLANS. 20. ALL LANDSCAPED AREAS ARE TO BE WATERED VIA DESIGN/BUILD AUTOMATIC IRRIGATION SYSTEM. 21. INSTALL A WEED BARRIER IN ALL LANDSCAPE BED AREAS. 22. PARKING LOT PLANTERS SHALL BE BERMED AT A 5:1 SLOPE. THERE SHALL BE A 1.5" CURB REVEAL ALONG THE BACK EDGE OF CURB TO PREVENT MULCH FROM SLUFFING ONTO PAVEMENT. TOTAL SQUARE FOOTAGE OF THE SITE AND FOOTPRINTS OF ALL BUILDINGS: ( IN "M t I SITE 35,526 SF BUILDING 8,261 SF TOTAL SQUARE FOOTAGE OF EXISTING AND SYM. PROPOSED IMPERVIOUS SURFACE AREA(S): SIZE/COMMENTS EXISTING BUILDING 2,542 SF IMPERVIOUS (NON—BUILDING) 18,886 SF PROPOSED BUILDING 8,261 SF IMPERVIOUS (NON—BUILDING) 18,198 SF SQUARE FOOTAGE (BY FLOOR AND OVERALL TOTAL) OF EACH INDIVIDUAL BUILDING AND/OR USE: -+4 BUILDING 8,261 SF PERCENTAGE OF LOT COVERED BY BUILDINGS 5 GAL. CONT., FULL & BUSHY, OR STRUCTURES: 74% .A I 9 10 LANDSCAPING REQUIREMENTS: STREET FRONTAGE 10' SIGHT OBSCURING BARRIER WHEN ABUTTING WITH RESIDENTIAL ZONE 15' MINIMUM INTERIOR LANDSCAPE AREA PER PARKING SPACE 15 SF MINIMUM INTERIOR LANDSCAPE AREA 360 SF NUMBER OF PARKING SPACES REQUIRED BY CITY CODE: 21 NUMBER AND DIMENSIONS OF STANDARD, COMPACT, AND ADA ACCESSIBLE SPACES PROVIDED: 24 SQUARE FOOTAGE OF PARKING LOT LANDSCAPING: PERIMETER 8,296 SF INTERIOR 771 SF NUMBER OF SHRUBS FOR INTERIOR PARKING LOT (1) SHRUB PER 20 S.F. OF AREA REQUIRED 38 SHRUBS PROVIDED 40 SHRUBS i►` $`JiIP'i '� f► �w�iwwww�wwww �wwwwwwwwiwww� i wiwiwwwiwiw� >�wwwwwwwwwwwc wwwwwiwiwiwww� 11 12 1 13 14 15 1 16 1 17 1 18 1 19 INE /4 OF S 32, T 23 N, R 5 E 13: 1 > 0 � d 0 FND 1/2" REBAR &c CAP ) I f ( I "DELTA LS 18103"� BOTANICAL/COMMON NAME TREES AGER PLATANOIDES 'COLUMNARBROAD' / PARKWAY MAPLE PYRUS CALLERYANA 'CAPITAL' / 'CAPITAL' FLOWERING PEAR THUJA PLICATA 'FASTIGIATA' / HOGAN CEDAR CALOCEDRUS DECURRENS / INCENSE CEDAR THUJA OCCIDENTALIS 'SMARAGD'/ EMERALD GREEN ARBORVITAE EXISTING TREE TO REMAIN GROUNDCOVER ARCTOSTAPHYLOS UVA—URSI / KINNIKINNICK COTONEASTER DAMMERI 'CORAL BEAUTY'/ 'CORAL BEAUTY' COTONEASTER GAULTHERIA SHALLON / SALAL HELIIRICHON SEMPERVIRENS BLUE OAT GRASS K i0w wCal hlat's below. J00 II�,dore-yottdkj-. I d I I 00 r I j � I I f I I i II j p I s � I /�I I 0 � 0 I E 1 I I 0 a � I ( IN "M t I I. inch = 20 ft � I t I SIZE/COMMENTS SYM. BOTANICAL/COMMON NAME SIZE/COMMENTS SHRUBS 2" CAL., MATCHED SET, B&B, 10' MIN.HT., @ EUONYMUS ALATA 'COMPACTA' / 5 GAL. CONT., FULL & BUSHY, SPECIMEN BRANCHED @ 5', SPECIMEN QUALITY � YID ►^1'"•f �'rv+•rr+� r//r'r.n�nr� '�1f �'�!/� 1%A1iti -+4 " 2 CAL., MATCHED SET, B&B, 10 MIN. HT., (D * \! _ I \ aI 5 GAL. CONT., FULL & BUSHY, BRANCHED @ 5, SPECIMEN QUALITY COMPACT OREGON GRAPE PLANT @ 3, O.C. 8' — 9' MIN. HT., WELL FORMED, B&B PRUNUS LAUROCERASUS 'NANA' / 18-24" SPRD., B&B, FULL & BUSHY, DWARF ENGLISH LAUREL SPACE @ 4' O.C. 6' HT., B&B, FULL & BUSHY, RHODODENDRON 'PJM' / 18"-24" HT., FULL & BUSHY, SPECIMEN QUALITY w� SPECIMEN QUALITY 54 HT., B&B, FULL & BUSHY, ROSA 'NEARLY WILD' / 5 GAL. CONT., FULL & BUSHY MATCHED VARIETIES 'NEARLY WILD' ROSE PRESERVE & PROTECT Q SPIRAEA X BUMALDA 'DOLCHICA'/ 2 GAL., CONT., FULL & BUSHY, DOLCHICA BUMALDA SPIRAEA PLANT @ 3' O.C. TAXUS X MEDIA 'DENSIFORMIS' / 5 GAL., CONT., FULL & BUSHY, 1 GAL. CONT., PLANT @ 18" O.C. DENSE SPREADING YEW SPECIMEN QUALITY. PLANT @ 4' O.C. CALAMAGROSTiS X ACUTIFLORA 'KARL FOERSTER' / 5 GAL., CONT., FULL & BUSHY, SPECIMEN 'KARL FOERSTER' FEATHER REED GRASS QUALITY. PLANT @ 3' O.C. 2 GAL. CONT., FULL & BUSHY, VINES PLANT @ 3' O.C., IF 5G STAKE, SPECIMEN QUALITY, PLANT @ 3' O.C. 1 GAL. CONT., PLANT @ 24" O.C. CLEMATIS ARMANDII / ARMAND CLEMATIS SEE ARCHITECTURAL PLANS LANDSCAPE POTS 2 GAL. CONT., FULL &BUSHY. O :� ,.� • .0 BEN] PLANT @ 2' O.C., t �� � �ww;�►L ►; I �■ pis �.�/�,�10x13 GREEf pal. t# .i..r> 7ir.J.�t/ • -.'+ �-�.� tel. ..� ...-. r -_�--a`�a-+1�. i . . LANDSCAPING REQUIREMENTS: STREET FRONTAGE 10' SIGHT OBSCURING BARRIER WHEN ABUTTING WITH RESIDENTIAL ZONE 15' MINIMUM INTERIOR LANDSCAPE AREA PER PARKING SPACE 15 SF MINIMUM INTERIOR LANDSCAPE AREA 360 SF NUMBER OF PARKING SPACES REQUIRED BY CITY CODE: 21 NUMBER AND DIMENSIONS OF STANDARD, COMPACT, AND ADA ACCESSIBLE SPACES PROVIDED: 24 SQUARE FOOTAGE OF PARKING LOT LANDSCAPING: PERIMETER 8,296 SF INTERIOR 771 SF NUMBER OF SHRUBS FOR INTERIOR PARKING LOT (1) SHRUB PER 20 S.F. OF AREA REQUIRED 38 SHRUBS PROVIDED 40 SHRUBS i►` $`JiIP'i '� f► �w�iwwww�wwww �wwwwwwwwiwww� i wiwiwwwiwiw� >�wwwwwwwwwwwc wwwwwiwiwiwww� 11 12 1 13 14 15 1 16 1 17 1 18 1 19 INE /4 OF S 32, T 23 N, R 5 E 13: 1 > 0 � d 0 FND 1/2" REBAR &c CAP ) I f ( I "DELTA LS 18103"� BOTANICAL/COMMON NAME TREES AGER PLATANOIDES 'COLUMNARBROAD' / PARKWAY MAPLE PYRUS CALLERYANA 'CAPITAL' / 'CAPITAL' FLOWERING PEAR THUJA PLICATA 'FASTIGIATA' / HOGAN CEDAR CALOCEDRUS DECURRENS / INCENSE CEDAR THUJA OCCIDENTALIS 'SMARAGD'/ EMERALD GREEN ARBORVITAE EXISTING TREE TO REMAIN GROUNDCOVER ARCTOSTAPHYLOS UVA—URSI / KINNIKINNICK COTONEASTER DAMMERI 'CORAL BEAUTY'/ 'CORAL BEAUTY' COTONEASTER GAULTHERIA SHALLON / SALAL HELIIRICHON SEMPERVIRENS BLUE OAT GRASS K i0w wCal hlat's below. J00 II�,dore-yottdkj-. I d I I 00 r I j � I I f I I i II j p I s � I /�I I 0 � 0 I E 1 I I 0 a � I TE111z0SURVEYED: SCALE: E ARCHITECT CITY OF REN TON AS NOTED HORIZONf'AL:CALAD 19838/1991 ..--' DESIGNED: ���• 4,� ,�, proved by. _ __ ...._._ Date.....-.._—____. TSP DRAWN: ° »8 HAAWR I'A_ 6N6 Approved by. _ _ .. _._ �_ Date____._._._ I ONE INCH 250 4th Avenue S. T (425) 275-980$ N SMD Nf G �_»� �E IFICA E NO- �' CHECKED: DATUM M ryC ry •� Approved by. ._.... _._._._ Date_._....._._._,_._ Tip AT FULL SGALE Suite 101 � (425) ���^02/2 ��'�� � ^1- IF NOT ONE INCH Expires on 6-28-2019 NO. REVISION BY DATE E APPR APPROVED: SCALE ACCORDINGLY Edmonds, WA 98020 www.PAcLAND.COM Approved by: _ �...___ _. _ Date.____..__ —_. _ CITY OF RENTON Planning/Building/Public Works Dept. ( IN "M t I I. inch = 20 ft � I t I SIZE/COMMENTS SYM. BOTANICAL/COMMON NAME SIZE/COMMENTS SHRUBS 2" CAL., MATCHED SET, B&B, 10' MIN.HT., @ EUONYMUS ALATA 'COMPACTA' / 5 GAL. CONT., FULL & BUSHY, SPECIMEN BRANCHED @ 5', SPECIMEN QUALITY DWARF WINGED EUONYMUS QUALITY, SPACE @ 4' O.C. " 2 CAL., MATCHED SET, B&B, 10 MIN. HT., (D MAHONIA AQUIFOLIUM 'COMPACTA' / 5 GAL. CONT., FULL & BUSHY, BRANCHED @ 5, SPECIMEN QUALITY COMPACT OREGON GRAPE PLANT @ 3, O.C. 8' — 9' MIN. HT., WELL FORMED, B&B PRUNUS LAUROCERASUS 'NANA' / 18-24" SPRD., B&B, FULL & BUSHY, DWARF ENGLISH LAUREL SPACE @ 4' O.C. 6' HT., B&B, FULL & BUSHY, RHODODENDRON 'PJM' / 18"-24" HT., FULL & BUSHY, SPECIMEN QUALITY 'PJM' RHODODENDRON SPECIMEN QUALITY 54 HT., B&B, FULL & BUSHY, ROSA 'NEARLY WILD' / 5 GAL. CONT., FULL & BUSHY MATCHED VARIETIES 'NEARLY WILD' ROSE PRESERVE & PROTECT Q SPIRAEA X BUMALDA 'DOLCHICA'/ 2 GAL., CONT., FULL & BUSHY, DOLCHICA BUMALDA SPIRAEA PLANT @ 3' O.C. TAXUS X MEDIA 'DENSIFORMIS' / 5 GAL., CONT., FULL & BUSHY, 1 GAL. CONT., PLANT @ 18" O.C. DENSE SPREADING YEW SPECIMEN QUALITY. PLANT @ 4' O.C. CALAMAGROSTiS X ACUTIFLORA 'KARL FOERSTER' / 5 GAL., CONT., FULL & BUSHY, SPECIMEN 'KARL FOERSTER' FEATHER REED GRASS QUALITY. PLANT @ 3' O.C. 2 GAL. CONT., FULL & BUSHY, VINES PLANT @ 3' O.C., GREENSCREENS 1-800-450-3494: 5G STAKE, SPECIMEN QUALITY, PLANT @ 3' O.C. 1 GAL. CONT., PLANT @ 24" O.C. CLEMATIS ARMANDII / ARMAND CLEMATIS SEE ARCHITECTURAL PLANS LANDSCAPE POTS 2 GAL. CONT., FULL &BUSHY. O SEE DETAIL SHEET L-2.0 FOR PLANT MATERIAL PLANT @ 2' O.C., TE111z0SURVEYED: SCALE: E ARCHITECT CITY OF REN TON AS NOTED HORIZONf'AL:CALAD 19838/1991 ..--' DESIGNED: ���• 4,� ,�, proved by. _ __ ...._._ Date.....-.._—____. TSP DRAWN: ° »8 HAAWR I'A_ 6N6 Approved by. _ _ .. _._ �_ Date____._._._ I ONE INCH 250 4th Avenue S. T (425) 275-980$ N SMD Nf G �_»� �E IFICA E NO- �' CHECKED: DATUM M ryC ry •� Approved by. ._.... _._._._ Date_._....._._._,_._ Tip AT FULL SGALE Suite 101 � (425) ���^02/2 ��'�� � ^1- IF NOT ONE INCH Expires on 6-28-2019 NO. REVISION BY DATE E APPR APPROVED: SCALE ACCORDINGLY Edmonds, WA 98020 www.PAcLAND.COM Approved by: _ �...___ _. _ Date.____..__ —_. _ CITY OF RENTON Planning/Building/Public Works Dept. oil C F u I:I lit L 4 LANDSCAPE DETAILS 7 1IMMMI, V9LAlPjQ_fgI 61, 1: AMI &I NOTE: FOR INSTALLATION OF POINT OF CONNECTION WITHIN A STRUCTURE REFER TO THE GENERAL CONTRACTOR AND MECHANICAL ENGINEER J CONTRACTOR. a PLAN d 8" 2 -PLY RUBBER HOSE DOUBLE STRAND 12 GAUGE WIRE -- COVERED W/2 -PLY RUBBER HOSE PAINTED FLUORESCENT ORANGE WHITE FLAGGING (TYP.) TREE WRAP 2 INCHES MULCH 4 INCH DEEP SAUCER 8' STEEL TEE POST u'w. FBACKFILL MIX N UNDISTURBED SUBSOIL REMOFROM TOP 11/3 OF VTU&THE BALL NOTE: SEE LANDSCAPE NOTES FOR THE TYPE OF MULCH MATERIAL TO USE. TREE PLANTING N.T.S. SHRUB PLANTING N.T.S. GROUND COVER PLANTING SOIL ROOT BALL 12" MULCH OR E.Q. TO PLANT SPACING HARD SURFACE pa -1IIFIe �j / 1111 111111-11lll! Ii HE Q� III I NOTE: TAPER MULCH THICKNESS DOWN TO TOP OF ROOT MASS. NO SCALE ILEX CRENATA 'SKY PENCIL' 'SKY PENCIL' JAPANESE HOLLY 24" MIN. HT, FULL & BUSHY (3) HEUCHERA 'FROSTED VIOLET'/ FROSTED VIOLET' CORAL BELLS 1 GAL, CONT., 18" MIN. HT., FULL & BUSHY USE Y4" GRAVEL BASE t 9" AT BOTTOM OF POT WITH FILTER CLOTH 'MIRACLE GRO' POTTING Soil TO 2T OF POT LIP, PROVIDE t2" BARK MULCH. SEE CIVIL DRAWINGS FOR POT INFORMATION AROUND POT PLATING DETAIL NO SCALE METER BOX AM TEK C NQMY TURF BOX BOX AMETEK 12" JUMBO BOX NOTE: ALL FITTINGS TO BE GALV, PAINT ALL GALV. PIPE NTN ONE COAT CARBON ELASTIC PAINT CHECK _ AMETEK STANDARD i" BOX QUICK COUPLER ,l _ 1I WIPPLEOINT ELL P.V.C. GATE LF SLEEVE TEE64 VALVE p2k A�VEL = .'3" NIPPLE AND ELL -UNION 4 — 6" X 6" Xs16" • :::.: 2 C Jam:::'`;.:. `: :: ,;' ..,' .:,:.::..,. CONCRETE BLOCK ^' ::i?EA GRAVEL.::. ,SCH. 80 MALE ADAPTER ­ 11 _ _ _ _ _ MAIN LINE- S 12 — --- — 4" DIAMETER DRAIN LINE (AS REQUIRED) POINT OF RUN TO DAY LIGHTPRESSURE QUICK REDUCING COUPLING CONNECTION BACKFLOW PREVENTER VALVE VALVE TEST COCKS TO FACE UP FOR TESTING TO BE SET FOR FOR WINTERIZATION +/- 70 PSI, BLOW-OUT AND CUT IN DETAIL PRESSURE TESTING \ NO SCALE POINT OF CONNECTION INSTALLATION OF POINT OF CONNECTION OUTSIDE OF STRUCTURE PVC MINIMUM TWO TIMES THE DIAMETER 18" 24" SLEEVE OF PIPE TO BE INSERTED INTO SLEEVE .�. PLANTER MAIN OR LATERAL - — STUB -UP AND MPLUG PL T R � :: T PAVING �.: ORE -LEVE (MITWQU(NCOHORE ES DIAMETER.) CURB CURB [-BUILDING 18- 24 ENTRY WIRE SLEE ' — — WI E, MAIN OR LATERAL _-- SLEEMAINV LATERAL ¢ w -CURB — B 24" 18" © z 3 O SIDEWALK ORE SLEEVE CURB LINE OF CURB CURB OR WALK PLANTING PAVING 4- Yp ,-- ICq� �,•, In, r C RRIGAI10N FLAG TAPE CLOSED VERTICAL STUB -OUT ':`;�-•; � MARKER PIPE OR TRENCH -- 1. IRRIGATION WIRE OR <. 2. METALLIC TAPE METALIC TAP RRIGATION WRE MAIN LINE OR LATERAL LIN PVC EL TYPICAL SLEEVING DETAIL NO SCALE BOX TO BE PLACED AT RIGHT ANGLE TO SIDEWALK, CURB, ETC. HARDSCAPE EDGE 2 INCHES MULCH SEE LANDSCAPE NOTES FOR TYPE OF MULCH ) AS NOTED 12"X18" PLASTIC BOX AND COVER NTH LOCK TOP IF SHRUB IS B & B, THEN A A' REMOVE BURLAP & ROPE tO FROM TOP 1/3 OF BALL BACKFILL MIX UNDISTURBED SUBSOIL SHRUB PLANTING N.T.S. GROUND COVER PLANTING SOIL ROOT BALL 12" MULCH OR E.Q. TO PLANT SPACING HARD SURFACE pa -1IIFIe �j / 1111 111111-11lll! Ii HE Q� III I NOTE: TAPER MULCH THICKNESS DOWN TO TOP OF ROOT MASS. NO SCALE ILEX CRENATA 'SKY PENCIL' 'SKY PENCIL' JAPANESE HOLLY 24" MIN. HT, FULL & BUSHY (3) HEUCHERA 'FROSTED VIOLET'/ FROSTED VIOLET' CORAL BELLS 1 GAL, CONT., 18" MIN. HT., FULL & BUSHY USE Y4" GRAVEL BASE t 9" AT BOTTOM OF POT WITH FILTER CLOTH 'MIRACLE GRO' POTTING Soil TO 2T OF POT LIP, PROVIDE t2" BARK MULCH. SEE CIVIL DRAWINGS FOR POT INFORMATION AROUND POT PLATING DETAIL NO SCALE METER BOX AM TEK C NQMY TURF BOX BOX AMETEK 12" JUMBO BOX NOTE: ALL FITTINGS TO BE GALV, PAINT ALL GALV. PIPE NTN ONE COAT CARBON ELASTIC PAINT CHECK _ AMETEK STANDARD i" BOX QUICK COUPLER ,l _ 1I WIPPLEOINT ELL P.V.C. GATE LF SLEEVE TEE64 VALVE p2k A�VEL = .'3" NIPPLE AND ELL -UNION 4 — 6" X 6" Xs16" • :::.: 2 C Jam:::'`;.:. `: :: ,;' ..,' .:,:.::..,. CONCRETE BLOCK ^' ::i?EA GRAVEL.::. ,SCH. 80 MALE ADAPTER ­ 11 _ _ _ _ _ MAIN LINE- S 12 — --- — 4" DIAMETER DRAIN LINE (AS REQUIRED) POINT OF RUN TO DAY LIGHTPRESSURE QUICK REDUCING COUPLING CONNECTION BACKFLOW PREVENTER VALVE VALVE TEST COCKS TO FACE UP FOR TESTING TO BE SET FOR FOR WINTERIZATION +/- 70 PSI, BLOW-OUT AND CUT IN DETAIL PRESSURE TESTING \ NO SCALE POINT OF CONNECTION INSTALLATION OF POINT OF CONNECTION OUTSIDE OF STRUCTURE PVC MINIMUM TWO TIMES THE DIAMETER 18" 24" SLEEVE OF PIPE TO BE INSERTED INTO SLEEVE .�. PLANTER MAIN OR LATERAL - — STUB -UP AND MPLUG PL T R � :: T PAVING �.: ORE -LEVE (MITWQU(NCOHORE ES DIAMETER.) CURB CURB [-BUILDING 18- 24 ENTRY WIRE SLEE ' — — WI E, MAIN OR LATERAL _-- SLEEMAINV LATERAL ¢ w -CURB — B 24" 18" © z 3 O SIDEWALK ORE SLEEVE CURB LINE OF CURB CURB OR WALK PLANTING PAVING 4- Yp ,-- ICq� �,•, In, r C RRIGAI10N FLAG TAPE CLOSED VERTICAL STUB -OUT ':`;�-•; � MARKER PIPE OR TRENCH -- 1. IRRIGATION WIRE OR <. 2. METALLIC TAPE METALIC TAP RRIGATION WRE MAIN LINE OR LATERAL LIN PVC EL TYPICAL SLEEVING DETAIL NO SCALE BOX TO BE PLACED AT RIGHT ANGLE TO SIDEWALK, CURB, ETC. HARDSCAPE EDGE 12" OR AS NOTED 12"X18" PLASTIC BOX AND COVER NTH LOCK TOP AIR / VACUU A A' CURL TYPE EXPANSION LOOP (MIN 24") RELIEF VALVE ��� NKIt 3/4"M x 1/2"F TxT WATERPROOFED ORE CONNECTION x .. x .X CHRISTY'S I.D. TAG (STANDARD), x " " . x X x : x NON -PRESSURE SECURE TO SOLENOID (TXT) LINE FITTING PIGTAIL ' 3/4" SCH 80 RISER 3/4" BRICK SUPPORTS FINISH GRADE U�n�� o`C° o LAWN AREA (THREE) Ooo00Qe PVC LINE PIPE FINISH GRADE SHRUB AREA - �� a SOLENOID GRAVEL SUMP POLY TUBING 3 12" �8 e o MAX. "o y o o oFLOW ADJUSTMENT " o STAINLESS STEEL TOP OF VALVE � qJ �'o � rno PEA GRAVEL (MIN. RELIEF 3 CU, FT.) 18" MIN PVC SCH. 40 MALE ADAPTOR (TYP. 2 PLACES) PVC UNE PIPE PVC ELBOW PVC LINE PIPE PVC SUPPLY LINE FITTING(SxSxT) COMMON ORE NOTE: CONTROL ORE 1. VALVES ARE TO BE INSTALLED IN SHRUB AREAS UNLESS OTHERWISE NOTED. 2. WHEN MORE THAN ONE VALVES IS LOCATED IN THE SAME AREA, PROVIDE A SPACE A MIN. OF 3 FEET APART. 3. USE TEFLON TAPE ON ALL THREADED FITTINGS. TYPICAL REMOTE CONTROL VALVE ASSEMBLY g_ NO SCALE (STRAIGHT TYPE) NIV CITY OF RENTON 01 � STAT 1" = ~' � .�.� Approved by: __________________ Date ' RCH Approved b ______--- Date 250 4th Avenue S. T (425) 275-9808' r Approved b Date Suite 101 F (425) 275-0272 r pp y: -"-'--`--'--'-`--'-'-`-- —_ Edmonds, WA 98020 www.PACLAND.CoM Expires on 6-28-2019 Approved by: —______ ___________ Date NO. 9 QUICK COUPLING VALVE SET FLUSH WITH FINISH GRADE IN LAWN AREA 3' ABOVE SIDEWALK, FINISH GRADE IN OTHER AREAS CURB, ETC. ' FINISH GRADE LAWN AREAS 12" MAX. i FINISH GRADE SHRUB AREAS r r � r ° ' r it 12" ROUND PLASTIC BOX AND COVER -9 1= „ illi STAINLESS STEEL CLAMP SIZE AND LENGTH AS REQUIRED SCH. 80 PVC NIPPLE _ 1 PEA GRAVEL 3" SCH. 40 PVC ELBOW SCM. 40 PVC STREET ELBOW PVC SUPPLY UNE (SxSxT) SCH. 80 PVC NIPPLE SIZE AND FITTING LENGTH AS REQUIRED 18" / PVC SUPPLY LINE SCH. 40 PVC STREET ELBOW 1-1J2" PVC PIPE STAKE (SCH. 40 MIN. 36" LONG OR AS SITE REQUIRES NOTE: USE TEFLON TAPE ON ALL THREADED FITTINGS TYPICAL QUICK COUPLING VALVE ASSEMBLY NO SCALE TYPICAL BUILDING WALL AUTOMATIC CONTROLLER ASSEMBLY TO BE WALL MOUNTED COMMON WRE SHALL BE TIED INSIDE HOUSING WHEN REQUIRED ON - OFF SWITCH TO BE PROVIDED BY CONTRACTOR STRAIGHT CONDULET FOR WRING CONNECTIONS USING WRE NUTS ELECTRICAL CONDUIT TO INDEPENDENT SOURCE (CONTROL UNIT ELECTRICAL REQUIREMENTS: 115V., 60CYC, 2 AMPS MAX.) NOTES: 1. COMMON WIRE TO BE WHITE AND CONTROL WRE TO BE BLACK IN COLOR. 2. NO SPLICES SHALL BE MADE BETWEEN CONTROLLER AND REMOTE CONTROL VALVE. CONTROL WRING SEQUENCE CORRESPONDS 3, TO OPERATING SEQUENCE OF REMOTE CONTROL VALVES AND AUTOMATIC CONTROLLER UNIT STATION CONNECTION (SEE IRRIGATION PLAN FOR CORRECT VALVE SEQUENCE). SLEEVE FOR CONTROL WIRES PROVIDED BY GENERAL CONTRACTOR (2) ELECTRICAL TAPE - TAPE WRINGS AT INTERVALS OF 10 FEET ON CENTER CONTROL WIRING (AWG OF TO CONTROL UNIT AT TERMINALS) 1 CONTROL WRE TO EACH R.C.V. 1 CONTROL WRE TO ALL R.C.V.'S TYPICAL AUTOMATIC CONTROLLER ASSEMBLY G�s NO SCALE (WALL MOUNTED TYPE) J.R.-84 11 12 13 14 15 16 17 18 1 19 INE 1/4 OF S 32, T 23 N, R 5 E LOW VOLUME APPLICATION COMPONENTS LINE FLUSHING VALVE #F-TLFV-1 COMPRESSION RING BLANK TL (TYP.) LATERAL (OR EXHAUST HEADER) TETE VALVE BOX (INSTALL PER SPECS) SHUT-OFF VALVE #TLSOV (BLANK TUBING MAY BE ATTACHED TO OUTLET) BRICK SUPPORTS (THREE) 8 LINE FLUSHING VALVE HUTyOFF VALVE E SEC7ISECTION-N.T.S. IAj (_ FINISH GRADE 180 2 -WAY TEE SEE SPECS TUBING SEE SPECS 3/4" SCH 80 PVC NIPPLE - +- PVC TEE (SxSxT) PVC PIPING START CONFECTION C I n'/ P` C R I S E R secTlaN - PVC SUPPLY HEADER TOP OF SLOPE AIR/VACUUM RELIEF ASSEMBLY LINE FLUSHING VALVE ASSEMBLY LATERAL TUBING PVC EXHAUST HEADER TOE OF SLOPE -- — —� SPACING ON TOP 2/3 OF SLOPE -•— REMOTE CONTROL VALVE ASSEMBLY NTH DISC FILTER CONVENTIONAL SPACING AND PRV PLUS 25% ON BOTTOM 1/3 OF SLOPE NOTE: ALIGN LATERALS PARALLEL TO THE CONTOURS OF THE SLOPE SLOPE FEED LAYOUT RETAIL - N,T.S. WISH GRADE ;EE SPECS FOR DEPTH WEED MAT SEE PLANS FOR LATERAL SPACING SUB GRADE SUBGRADE INSTALLATION N,T.S, FUNNY PIPE SPIRAL BARB FITTINGS 1/2" STREET ELL 1/2" P.V.C. RISER LENGTH AS REQUIRED P.V.C. TEE P.V.C. TEE P.V.C. LATERAL LINE P.V,C. LATERAL LINE FLEX PIPE SWING JOINT P.V.C. SWING JOINT HEAD TO LATERAL PIPE CONNECTIONS N,T.S. REVISION SURVEYED: DESIGNED: TSP DRAWN: DMD ( NFG CHECKED: T5P BY DATE APPR APPROVED: MATCHED PRECIPITATION ROTATOR NOZZLE: MODEL AS SPECIFIED SPRAY BODY: SIZE AS SPECIFIED 4 I NOTE: SIDE INLET CONNECTION SHOULD j NOT BE USED IN FREEZING CLIMATES. SPRAY BODY W/MATCHED -PRECIP. ROTATOR NOZZLE N.T.S. FINISH GRADE 6" ROUND VALVE BOX AIR / VACUU RELIEF VALVE 3/4"M x 1/2"F TxT REDUCTION BUSHING 3/4" PVC COUPLING (TXT) 3/4" SCH 80 RISER (LENGTH AS REQUIRED) BRICK SUPPORTS J0nU,,° ° ORP o 00o U�n�� o`C° o (THREE) Ooo00Qe QoQo o 3/4" CRUSHE GRAVEL SUMP POLY TUBING CLAMPED TO PVC STAINLESS STEEL INSERT FITTING CLAMPS AIR/VACUUM RELIEF PLUMBED TO POLY SECTION -N.T.S. 3/4" DISC FILTER PVC MAINLINE REMOTE CONTROL VALVE 1" FPT [3/14- PRV 45 PSI LF FLOW 2" MINIMUM CLEARANCE v0� ( 0 bT' O0�s OO.�. O 0 �O�b(OORPo�OCOsb�C�o �nV��(P bOT0 To b� 1" x 3j4" SCH 40 12" x 18" PVC OR POLY BRICK SUPPORT 1 CU. FT, PEA RED BUSHING TxT (1- EA. CORNER) GRAVEL SUMP VALVE BOX LATERAL LINE LOW FLOW ZONE CONTROL VANE KIT SECTION - N.T.S. MANUAL FLUSH VALVE PLUMBED TO PVC OR POLY (TYP) Techline CV CENTER FEED LAYOUT NOT TO SCALE EXHAUST HEADER TER LATERALS 2" TO 4" FROM e@ CV DRIPLINE START CONNECTION REMOTE CONTROL VALVE WITH DISC FILTER AND PRV Y SUPPLY HEADER IERIMETER ART CONNECTION MALE IfIWAWW DETAIL — C102 MANUAL FLUSH VALVE PLUMBED TO PVC OR POLY te@ CV DRIPLINE e@ START CONNECTION ADAPTER EXHAUST HEADER Techline@ TEE AREA PERIMETER -- SUPPLY HEADER Techline CV IRREGULAR AREAS: Triangular Ill K NOT TO SCALE DETAIL — C104 SCALE: VERTICAL: NAVD 1988 CITY O F AJr NOTED HORIZONTAL: NAD 1983/183/1 997 �► R E N TO N ML �ONE INCH DATUM AT FULL SCALE Planning/Building/Public Works Dept. IF NOT ONE INCH SCALE ACCORDINGLY 06/26/2017 FIELDBOOK: PAGE: DRAWING NO: SHEET: OF: L-2.0 2