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HomeMy WebLinkAboutzR-3988SetNE 1/4OFS32, T23 N, R5 E, W.M. 00 rn co I 0 W ENGINEER'S CONSTRUCTION RECORD DRAWING CERTIFICATION THIS PLAN, AS MODIFIED HEREIN, REPRESENTS THE RECORD CONDITIONS OF THE NEW CONSTRUCTION SHOWN, BASED UPON AS -BUILT INFORMATION PROVIDED BY THE PROJECT SURVEYOR. THIS DOCUMENT DOES NOT REPRESENT A DETAILED FIELD SURVEY. THE ENGINEER HEREBY CERTIFIES THAT, BASED UPON THE METHODOLOGY DESCRIBED ABOVE, CONSTRUCTION SHOWN IS CONSISTENT WITH THE DESIGN INTENT EXCEPT AS NOTED, AND ACCURATELY REPRESENTS THE EXISTING CONDITIONS, PER CONTRACTOR AND SURVEYOR PROVIDED RECORD INFORMATION. PACLAND CERTIFICATION NAME DATE 1-405 Irk 01 J m SE PETROVITSKY RD S 180TH ST SE CARR RD PROJECT LOCATION VICINITY MAP NTS LEGAL DESCRIPTION OWNER MHF REAL ESTATE, LLC 10700 SE 174TH ST, SUITE 202 RENTON, WA 98055 (425) 228-2830 CONTACT: CHAD MERKEL, DDS APPLICANT PACLAND-SEATTLE 1505 WESTLAKE AVE N, SUITE 305 SEATTLE, WA 98109 (206) 522-9510 CONTACT: BILL FORTUNATO, P.E. LUKE RANDLES, P.E. ARCHITECT ARCHITECTURAL WERKS 11416 98TH AVE NE, SUITE 200 KIRKLAND, WA 98033 (425) 823-2244 CONTACT: FRANKLIN NG, AIA UTILITY PROVIDERS FAA RENTON, KING COUNTY, WASHINGTON CIVIL PACLAND-SEATTLE 1505 WESTLAKE AVE N, SUITE 305 SEATTLE, WA 98109 (206) 522-9510 CONTACT: BILL FORTUNATO, P.E. LUKE RANDLES, P.E. LANDSCAPE KEN LARGE LANDSCAPE ARCHITECT, INC. 21803 NE 17TH COURT SAMMAMISH, WA 98074 (425) 836-4578 CONTACT: KEN LARGE SURVEYING PACE ENGINEERS, INC 11255 KIRKLAND WAY, SUITE 300 KIRKLAND, WA 98033 (425) 827-2014 CONTACT: JACK SEEDS, P.L.S. ABBREVIATIONS DEVELOPMENT STANDARDS ZONING: SETBACKS: CA 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' LANDSCAPING: STREET FRONTAGE 10' SIGHT OBSCURING BARRIER WHEN ABUTTING RESIDENTIAL ZONE 15' MINIMUM LANDSCAPE AREA 15 SF/PARK SPACE SITE DATA TOTAL DISTURBED AREA = 32,193 SF (0.74 AC) BUILDING AREA = 7,793 SF NON -BUILDING IMPERVIOUS AREA* = 18,414 SF (0.42 AC) NET NEW IMPERVIOUS AREA* = 2,615 SF (0.06 AC) TOTAL IMPERVIOUS AREA* = 26,207 SF (0.60 AC) LANDSCAPE AREA* = 10,714 SF (0.25 AC) IMPERVIOUS AREA COVERAGE* = 71 *REFLECTS SITE AFTER R/W DEDICATION LEGAL DESCRIPTION PER FIDELITY NATIONAL TITLE OF WASHINGTON, INC. STORM AASHTO AMERICAN ASSOCIATION OF STATE FT FEET RMC POLICY No. 20373509-410-MP2, DATED JULY 14, 2016. CITY OF RENTON HIGHWAY AND TRANSPORTATION HDPE HIGH -DENSITY POLYETHYLENE S 1055 S GRADY WAY OFFICIALS THE NORTH 1/4 OF THE SOUTH 4/10 OF THAT PORTION OF THE WEST RENTON, WA 98057 ARCH ARCHITECTURAL HORIZ HORIZONTAL SCWSD 1/2 OF THE WEST 1/2 OF THE NORTHWEST 1 /4 OF THE NORTHEAST 1 /4 (425) 430-7204 HP HIGH POINT OF SECTION 32, TOWNSHIP 23 NORTH, RANGE 5 EAST W.M., LYING SOUTH ASTM AMERICAN SOCIETY FOR TESTING SD OF THE NORTH 30 FEET THEREOF: WATER AND MATERIALS HWY HIGHWAY SOOS CREEK WATER AVE AVENUE IE INVERT ELEVATION SDR EXCEPT THAT PORTION THEREOF LYING WITHIN 108TH AVENUE SOUTHEAST; AND SEWER DISTRICT SF 14616 SE 192ND ST BMP BEST MANAGEMENT PRACTICE LP LOW POINT AND EXCEPT THAT PORTION, IF ANY, LYING WITHIN THE NORTH 12 FEET RENTON, WA 98058 BS BOTTOM OF STAIR MAX MAXIMUM SS OF THE SOUTH 4/10 OF THE WEST 1/2 OF THE WEST 1/2 OF THE (253) 630-9900 NORTHWEST 1 /4 OF THE NORTHEAST 1 /4 OF SAID SECTION 32 AS BW BOTTOM OF WALL MEP MECHANICAL/ELECTRICAL/PLUMBING ST CONVEYED IN QUIT CLAIM DEED DESCRIBED UNDER RECORDING NO. SEWER CB CATCH BASIN MH MANHOLE SW SOOS CREEK WATER TIC 7408160448; AND SEWER DISTRICT CL CLASS MIN MINIMUM W N SITUATE IN THE CITY OF RENTON, COUNTY OF KING, STATE OF 14616 SE 192ND ST CO CLEANOUT MJ MECHANICAL JOINT TG RENTON WA 98058 WASHINGTON. (253) 630-9900 CY CUBIC YARDS MUTCD MANUAL ON UNIFORM TRAFFIC TP 3 DIA DIAMETER CONTROL DEVICES TS GOVERNING AGENCY ELECTRIC DR DRIVE N NORTH TW W PUGET SOUND ENERGY a CITY OF RENTON 10885 N.E. 4TH STREET E EAST NTS NOT TO SCALE TYP 0 1055 S GRADY WAY BELLEVUE, WA 98004 PE POLYETHYLENE VERT RENTON, WA 98050 (800) 562-1482 ESAL EQUIVALENT SINGLE -AXLE LOAD °° (425)430-7204 ESC EROSION AND SEDIMENT CONTROL PUD PLANNED UNIT DEVELOPMENT W W NATURAL GAS EX EXISTING PVC POLYVINYL CHLORIDE WA O_ CONDITIONS OF APPROVAL PUGET SOUND ENERGY RD ROAD WSDOT W 10885 N.E. 4TH STREET FFE FINISHED FLOOR ELEVATION Y SEE CV-1.1 FOR CITY OF RENTON CONDITIONS OF BELLEVUE, WA 98004 FL FLOW LINE REQS REQUIREMENTS APPROVAL (800) 562-1482 U Z z �� OF WASH ���� ���� A WAS ����, LU SURVEYED: D ' WRH CD DESIGNED: LRR 9 ,A 37679 ,A 48855 DRAWN: m 1505 Westlake Ave. N. T (206) 522-9510 �0 ��GISTER�� ly�4 �0 ��GISTER�y�`4 CMD Suite 305 F (206) 522-8344 �SSIONAL E�SSIONAL CHECKED: W Seattle, WA 98109 WWW.PAcLAND.COM NO. REVISION BY DATE APPR APPROVED: RENTON MUNICIPAL CODE SOUTH SOOS CREEK WATER AND SEWER DISTRICT STORM DRAIN STANDARD DIMENSION RATIO SQUARE FEET SANITARY SEWER STREET SIDEWALK TOP OF CURB TOP OF GROUND TOP OF PAVEMENT TOP OF STAIR TOP OF WALL TYPICAL VERTICAL WEST WATER WASHINGTON DEPARTMENT OF TRANSPORTATION SCALE: AS SHOWN ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY DRAWING INDEX DWG. SHEET DRAWING TITLE DWG. SHEET DRAWING TITLE 01 CV-1.0 COVER SHEET 02 CV-1.1 CITY OF RENTON STANDARD NOTES 03 CS-1.0 EXISTING CONDITIONS PLAN 04 D-1.0 DEMOLITION AND ESC PLAN 05 D-2.0 ESC DETAILS 06 C-1.0 HORIZONTAL CONTROL PLAN 07 C-1.1 SITE PLAN 08 C-2.0 GRADING AND DRAINAGE PLAN 09 C-3.0 UTILITY PLAN 10 C-5.0 SANITARY SEWER DETAILS 11 C-5.1 SANITARY SEWER DETAILS 12 C-6.0 STORM DRAINAGE DETAILS 13 C-6.1 STORM DRAINAGE DETAILS 14 C-6.2 STORM DRAINAGE DETAILS SITE INFORMATION PARCEL NUMBER: 322305-9054 SITE ADDRESS: 17816 108TH AVE SE 98055 CURRENT ZONING: COMMERCIAL ARTERIAL (CA) SITE AREA: EXISTING SITE: 0.90 ACRES AFTER R/W DEDICATION: 0.85 ACRES GENERAL NOTES 15 C-6.3 STORM DRAINAGE DETAILS 16 C-6.4 STORM DRAINAGE DETAILS 17 C-6.5 STORM DRAINAGE DETAILS 18 C-6.6 STORM DRAINAGE DETAILS 19 C-6.7 STORM DRAINAGE DETAILS 20 C-7.0 WATER DETAILS 21 C-7.1 WATER DETAILS 22 C-7.2 WATER DETAILS 23 C-8.0 PAVING AND SITE DETAILS 24 C-8.1 PAVING AND SITE DETAILS 25 C-8.2 PAVING AND SITE DETAILS 26 L-1.0 LANDSCAPE PLAN 27 L-2.0 LANDSCAPE AND IRRIGATION DETAILS 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' 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 07/16/2017. 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. VERTICAL: NAVD 1988 HORIZONTAL- NAD 1983/1991 DATU M CITY OF RENTON Planning/Building/Public Works Dept. R-398801 IN COMPLIANCE WITH CITY OF RENTON STANDARDS RENTON DENTAL ARTS 17816 108TH AVE SE RECORD DRAWINGS COVER SHEET 0 U 0) 00 N O 0 T Q J 07 I- Q Q I- z W Q DATE: 04/12/2019 z FIELDBOOK: PAGE: O I-- DRAWING NO: CV-1 .0 z W Cr SHEET: OF: 01 27 NE 1/4OFS32, T23 N, R5 E, W.M. 00 rn I 0 W U O 0 S W J m I In 3 0 W Ld I- 00 0 CO zz W m a 0 0 `1 U Z W m z 0 z W z z 0 Z a vi LU zz J lL TREE PROTECTION NOTES SURFACE WATER STANDARD PLAN NOTES PROTECTION MEASURES DURING CONSTRUCTION: PROTECTION MEASURES IN THIS SUBSECTION SHALL APPLY FOR ALL TREES THAT 1. ARE TO BE RETAINED. ALL OF THE FOLLOWING TREE PROTECTION MEASURES SHALL APPLY: 2. 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 3. 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 4. 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 5• WELL MUST BE EQUAL TO THE TREES DRIP LINE. 6• 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. 7. 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 8. OF THE TREE, OR (II) 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) 9' 6. MULCH LAYER REQUIRED: ALL AREAS WITHIN THE REQUIRED FENCING SHALL BE COVERED COMPLETELY AND EVENLY WITH A 10. 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) 11. 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 12. 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) 13. EROSION CONTROL NOTES 14• 1. THESE NOTES SHALL APPEAR FOR ALL PROJECTS - SITE IMPROVEMENTS, SURFACE WATER UTILITY, 15. 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 16. APPENDIX D OF THE SURFACE WATER DESIGN MANUAL AND OBSERVED DURING CONSTRUCTION. DURING THE CONSTRUCTION 17. 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. 18. 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, 19. MAY BE REQUIRED TO ENSURE THAT ALL PAVED AREAS ARE KEPT CLEAN AND TRACK OUT TO ROAD RIGHT OF WAY DOES 20. 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. 21. 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 22. 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 23• 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 24• OR PLASTIC COVERING. 25. 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. 26. 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. PA 1505 Westlake Ave. N. Suite 305 Seattle, WA 98109 T (206) 522-9510 F (206)522-8344 WWW. PAcLAND.COM 27. THESE NOTES SHALL APPEAR ON PROJECTS FOR THE SURFACE WATER UTILITY. 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. ALL DESIGN AND CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE RENTON MUNICIPAL CODE (RMC), THE LATEST EDITION OF THE STANDARD SPECIFICATIONS FOR ROAD, BRIDGE AND MUNICIPAL CONSTRUCTION PREPARED BY WSDOT AND THE AMERICAN PUBLIC WORKS ASSOCIATION (APWA), AS AMENDED BY THE CITY OF RENTON PUBLIC WORKS DEPARTMENT. IT SHALL BE THE SOLE RESPONSIBILITY OF THE APPLICANT AND THE PROFESSIONAL CIVIL ENGINEER TO CORRECT ANY ERROR, OMISSION OR VARIATION FROM THE ABOVE REQUIREMENTS FOUND IN THIS PLANS. ALL CORRECTIONS SHALL BE AT NO ADDITIONAL COST TO THE CITY. 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. A COPY OF THESE APPROVED PLANS MUST BE ON THE JOB SITE WHENEVER CONSTRUCTION IS IN PROGRESS. 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. IT SHALL BE THE APPLICANT'S/CONTRACTOR'S RESPONSIBILITY TO OBTAIN ALL CONSTRUCTION EASEMENTS NECESSARY BEFORE INITIATING OFF -SITE WORK. EASEMENTS REQUIRE CITY REVIEW AND APPROVAL PRIOR TO CONSTRUCTION. 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. DATUM SHALL BE NAVD 88 UNLESS OTHERWISE APPROVED BY THE CITY OF RENTON. REFERENCE BENCHMARK AND ELEVATIONS ARE NOTED ON THE PLANS. ANY DEWATERING SYSTEM NECESSARY FOR THE CONSTRUCTION OF STORMWATER FACILITIES MUST BE SUBMITTED TO THE CITY FOR REVIEW AND APPROVAL. ALL UTILITY TRENCHES AND ROADWAY SUBGRADE SHALL BE BACKFILLED AND COMPACTED TO 95 PERCENT DENSITY, STANDARD PROCTOR. 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. ALL SEDIMENTATION/EROSION FACILITIES MUST BE IN OPERATION PRIOR TO CLEARING AND BUILDING CONSTRUCTION, AND THEY MUST BE SATISFACTORILY MAINTAINED UNTIL CONSTRUCTION IS COMPLETED AND THE POTENTIAL FOR ON -SITE EROSION HAS PASSED. ALL RETENTION/DETENTION FACILITIES MUST BE INSTALLED AND IN OPERATION PRIOR TO OR IN CONJUNCTION WITH ALL CONSTRUCTION ACTIVITY UNLESS OTHERWISE APPROVED BY THE PUBLIC WORKS DEPARTMENT, SURFACE WATER UTILITY SECTION. ALL PIPE AND APPURTENANCES SHALL BE LAID ON A PROPERLY PREPARED FOUNDATION IN ACCORDANCE WITH THE CURRENT STATE OF WASHINGTON STANDARD SPECIFICATION FOR ROAD AND BRIDGE CONSTRUCTION. THIS SHALL INCLUDE NECESSARY LEVELING OF THE TRENCH BOTTOM OR THE TOP OF THE FOUNDATION MATERIAL, AS WELL AS PLACEMENT AND COMPACTION OF REQUIRED BEDDING MATERIAL, TO UNIFORM GRADE SO THAT THE ENTIRE LENGTH OF THE PIPE WILL BE SUPPORTED ON A UNIFORMLY DENSE, UNYIELDING BASE. ALL PIPE BEDDING SHALL BE APWA CLASS "C", WITH THE EXCEPTION OF PVC PIPE. STEEL PIPE SHALL BE ALUMINIZED, OR GALVANIZED WITH ASPHALT TREATMENT #1 OR BETTER INSIDE AND OUTSIDE. 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. BUILDING AND OTHER STRUCTURES SHALL BE PLACED IN ACCORDANCE WITH TABLE 4.1 EASEMENT WIDTHS AND BUILDING SETBACKS LINES. ALL CATCH BASIN GRATES SHALL BE DEPRESSED 0.10 FEET BELOW PAVEMENT LEVEL. ALL DRIVEWAY CULVERTS LOCATED WITHIN CITY OF RENTON RIGHT-OF-WAY SHALL BE OF SUFFICIENT LENGTH TO PROVIDE A MINIMUM 3:1 SLOPE FROM THE EDGE OF THE DRIVEWAY TO THE BOTTOM OF THE DITCH. ROCK FOR EROSION PROTECTION OF ROADSIDE DITCHES, WHERE REQUIRED, SHALL BE OF SOUND QUARRY ROCK PLACED TO A DEPTH OF ONE (1) FOOT AND MUST MEET THE FOLLOWING SPECIFICATIONS: 4 - 8 INCH ROCK / 40 - 70% PASSING; 2 - 4 INCH ROCK / 30 - 40% PASSING; AND LESS THAN 2 INCH ROCK / 10 - 20% PASSING. 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. 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. 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. PROOF OF LIABILITY INSURANCE SHALL BE SUBMITTED TO THE CITY PRIOR TO CONSTRUCTION PERMIT ISSUANCE. ISSUANCE OF THE BUILDING OR CONSTRUCTION PERMITS BY THE CITY OF RENTON DOES NOT RELIEVE THE OWNER OF THE CONTINUING LEGAL OBLIGATION AND/OR LIABILITY CONNECTED WITH STORM SURFACE WATER DISPOSITION. FURTHER, THE CITY OF RENTON DOES NOT ACCEPT ANY OBLIGATION FOR THE PROPER FUNCTIONING AND MAINTENANCE OF THE SYSTEM PROVIDED DURING CONSTRUCTION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING ADEQUATE SAFEGUARD, SAFETY DEVICES, PROTECTIVE EQUIPMENT, FLAGGERS, AND ANY OTHER NEEDED ACTIONS TO PROTECT THE LIFE, HEALTH, AND SAFETY OF THE PUBLIC, AND TO PROTECT PROPERTY IN CONNECTION WITH THE PERFORMANCE OF WORK. ANY WORK WITHIN THE TRAVELED RIGHT-OF-WAY THAT MAY INTERRUPT NORMAL TRAFFIC FLOW SHALL REQUIRE A TRAFFIC CONTROL PLAN APPROVE BY THE PUBLIC WORKS DEPARTMENT, TRANSPORTATION SYSTEMS DIVISION. ALL SECTIONS OF THE WSDOT STANDARD SPECIFICATIONS 1-07-23 TRAFFIC CONTROL SHALL APPLY. 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). cj A A c c�' SURVEYED: WRH DESIGNED: LRR A 48855 DRAWN: CMD os, �SSIONis TEg�'� CHECKED ly��' F��1 AL : FF W NO. REVISION BY DATE APPR APPROVED: CONDITIONS OF APPROVAL WATER 1. THE APPLICANT SHALL PROVIDE A WATER AVAILABILITY CERTIFICATE FROM SOOS CREEK WATER AND SEWER DISTRICT. THE WATER AVAILABILITY CERTIFICATE SHOULD INCLUDE THE INFORMATION THAT THE FIRE FLOW REQUIREMENT OF THE RENTON FIRE DEPARTMENT FOR THIS PROJECT IS AVAILABLE. A COPY OF THE APPROVED WATER PLAN FROM SOOS CREEK WATER AND SEWER DISTRICT SHALL BE PROVIDED TO THE CITY PRIOR TO APPROVAL OF THE CIVIL CONSTRUCTION PERMIT. SEWER 1. THE APPLICANT SHALL PROVIDE A SEWER AVAILABILITY CERTIFICATE FROM SOOS CREEK WATER AND SEWER DISTRICT. A COPY OF THE APPROVED SEWER PLAN FROM SOOS CREEK WATER AND SEWER DISTRICT SHALL BE PROVIDED TO THE CITY PRIOR TO APPROVAL OF THE CIVIL CONSTRUCTION PERMIT. SURFACE WATER 1. A GEOTECHNICAL REPORT, DATED APRIL 11, 2017, COMPLETED BY GEOTECH CONSULTANTS, INC FOR THE SITE HAS BEEN PROVIDED. THE SUBMITTED REPORT DESCRIBES THE SITE IS A LOW EROSION HAZARD AREA. EROSION CONTROL MEASURES WILL NEED TO BE IN PLACE PRIOR TO STARTING GRADING ACTIVITIES ON THE SITE. THE REPORT DISCUSSES THE SOIL AND GROUNDWATER CHARACTERISTICS OF THE SITE PROVIDE RECOMMENDATIONS FOR PROJECT DESIGN AND CONSTRUCTION. GEOTECHNICAL RECOMMENDATIONS PRESENTED NEED TO BE ADDRESS WITHIN THE PROJECT PLANS. 1.1. AN INFILTRATION TEST ON SITE SHALL BE PERFORMED IN ACCORDANCE WITH SECTION 5.2.1 OF THE RSWDM AS THE PROJECT PROPOSES TO USE THE LOW IMPACT DEVELOPMENT PERFORMANCE STANDARD IDENTIFIED IN SECTION 1.2.9.1.B. 2. A PRELIMINARY DRAINAGE PLAN AND TECHNICAL INFORMATION REPORT (TIR), DATED MAY 2017, WAS SUBMITTED BY PACLAND WITH THE LAND USE APPLICATION. BASED ON THE CITY OF RENTON'S FLOW CONTROL MAP, THE SITE FALLS WITHIN THE FLOW CONTROL DURATION STANDARD AREA MATCHING FORESTED SITE CONDITIONS AND IS WITHIN THE BLACK RIVER DRAINAGE BASIN. THE DEVELOPMENT IS SUBJECT TO FULL DRAINAGE REVIEW IN ACCORDANCE WITH THE 2017 CITY OF RENTON SURFACE WATER DESIGN MANUAL (RSWDM). ALL CORE REQUIREMENTS AND THE SIX SPECIAL REQUIREMENTS ARE DISCUSSED IN THE TECHNICAL INFORMATION REPORT. THE FOLLOWING STORMWATER IMPROVEMENTS ARE REQUIRED AND SHALL BE DISCUSSED WITHIN THE TIR: 2.1. APPLICANT SHALL SUBMIT AN UPDATED BOND QUANTITY WORKSHEET USING THE CITY OF RENTON'S WORKSHEET WITH THE REVISED TIR TO BE SUBMITTED WITH THE CIVIL CONSTRUCTION PERMIT APPLICATION. 3. THE DEVELOPMENT IS REQUIRED TO PROVIDE ENHANCED WATER QUALITY TREATMENT PRIOR TO DISCHARGE. PROJECT WATER QUALITY TREATMENT WILL CONSIST OF CONVEYANCE TO A MODULAR WETLAND SYSTEM PRECEDING THE PROPOSED DETENTION SYSTEM PRIOR TO CONNECTION TO THE EXISTING 24-INCH CONCRETE STORMWATER MAIN LOCATED IN 108TH AVE SE. 3.1. PRESETTLING SHALL BE PROVIDED PER SECTION 6.5.1 OF THE 2017 RSWDM. 4. ANY PROPOSED DETENTION AND/OR WATER QUALITY VAULT SHALL BE DESIGNED IN ACCORDANCE WITH THE RSWDM THAT IS CURRENT AT THE TIME OF CONSTRUCTION PERMIT APPLICATION. SEPARATE STRUCTURAL PLANS WILL BE REQUIRED TO BE SUBMITTED FOR REVIEW AND APPROVAL UNDER A SEPARATE BUILDING PERMIT FOR THE DETENTION AND/OR WATER QUALITY VAULT. 4.1. THE USE OF THE PROPOSED OLDCASTLE STORMCAPTURE DETENTION VAULTS REQUIRES THE APPLICANT TO SUBMIT AN ADJUSTMENT REQUEST IN ACCORDANCE WITH SECTION 1.4.5 OF THE CITY AMENDMENTS TO THE 2017 RSWDM AS IT DOES NOT MEET THE HEIGHT REQUIREMENTS IDENTIFIED IN SECTION 5.1.3 OF THE RSWDM. 5. APPROPRIATE ON-BMPS WILL BE REQUIRED TO HELP MITIGATE THE NEW RUNOFF CREATED BY THIS DEVELOPMENT. THE SUBMITTED APPLICATION PROPOSES TO USE THE PERFORMANCE STANDARD NOTED IN SECTION 1.2.9.1.E OF THE RSWDM IN ORDER TO COMBINE BOTH THE FLOW CONTROL REQUIREMENT (CORE REQUIREMENT #3) AND THE ON -SITE BMP REQUIREMENT (CORE REQUIREMENT #9) INTO ONE FACILITY. PERFORMANCE STANDARDS ARE THE STORMWATER DISCHARGE SHALL MATCH DEVELOPMENT DURATIONS TO PRE- DEVELOPEDDU RATIONS FOR THE RANGE OF PRE -DEVELOPED DISCHARGE RATES FROM 8% OF THE 2-YEAR PEAK FLOW TO 50% OF THE 2-YEAR PEAK FLOW. THE FINAL DRAINAGE PLAN AND DRAINAGE REPORT MUST BE SUBMITTED WITH THE CIVIL CONSTRUCTION PERMIT APPLICATION. 5.1. TECHNICAL INFORMATION REPORT SUBMITTED WITH THE CIVIL CONSTRUCTION PERMIT APPLICATION SHALL PROVIDE FACILITY SIZING CALCULATIONS SHOWING THAT THE PERFORMANCE STANDARDS HAVE BEEN MEET BY THE PROPOSED FACILITY. PRELIMINARY DRAINAGE REPORT ONLY SHOWS COMPLIANCE WITH 50% OF THE 2-YEAR PEAK FLOW TO 50% OF THE 2-YEAR PEAK FLOW. 5.2. IMPLEMENTATION OF THE ON -SITE BMPS SHALL BE IN ACCORDANCE WITH 1.2.9.1.D. 6. SURFACE WATER SYSTEM DEVELOPMENT FEE IS $0.641 PER SQUARE FOOT OF NEW IMPERVIOUS SURFACE, BUT NOT LESS THAN $1,608.00. THIS IS PAYABLE PRIOR TO ISSUANCE OF THE CIVIL CONSTRUCTION PERMIT. TRANSPORTATION 1. THE PROPOSED DEVELOPMENT FRONTS 108TH AVE SE (SR-515) ALONG THE WEST PROPERTY LINES. 108TH AVE SE IS CLASSIFIED AS A PRINCIPAL ARTERIAL ROAD. EXISTING RIGHT-OF-WAY WIDTH IN 108TH AVE SE IS APPROXIMATELY 95 FEET. 108TH AVE SE (SR 515) IS CLASSIFIED AS PRINCIPAL ARTERIAL. MINIMUM RIGHT-OF-WAY FOR THIS STREET DESIGNATION IS 113 FT. TO MEET THE CITY'S COMPLETE STREET STANDARDS, STREET IMPROVEMENTS INCLUDING A PAVEMENT WIDTH OF 76-FEET, A 0.5-FOOT CURB, AN 8-FOOT PLANTING STRIP BEHIND THE CURB, AN 8-FOOT SIDEWALK (SHARED PEDESTRIAN/BICYCLE), STREET TREES AND STREET LIGHTING WILL BE REQUIRED. TO BUILD THIS STREET SECTION, DEDICATION OF 9-FEET OF RIGHT-OF-WAY FRONTING THE SITE WILL BE REQUIRED FOR FUTURE ROAD WIDENING. APPLICANT WISHES TO REQUEST A MODIFICATION FROM STREET IMPROVEMENTS TO RETAIN THE EXISTING CURB AND GUTTER LOCATION ALONG 108TH AVE SE. THE MODIFICATION REVIEW WILL BE DISCUSSED UNDER SEPARATE COVER. 2. EXISTING RIGHT-OF-WAY WIDTH IN 109TH AVE SE IS APPROXIMATELY 33 FEET. 109TH AVE SE IS CLASSIFIED AS A RESIDENTIAL ACCESS ROAD. MINIMUM RIGHT-OF-WAY FOR THIS STREET DESIGNATION IS 53 FEET. TO MEET THE CITY'S COMPLETE STREET STANDARDS, STREET IMPROVEMENTS INCLUDING A PAVEMENT WIDTH OF 20-FEET, A 6-FOOT PARKING LANE ON ONE SIDE, A 0.5-FOOT CURB, AN 8-FOOT PLANTER STRIP, A 5-FOOT SIDEWALK, STREET TREES AND STREET LIGHTING WILL BE REQUIRED TO BE CONSTRUCTED IN THE RIGHT-OF-WAY FRONTING THE SITE PER CITY CODE 4-6-060. TO BUILD THIS STREET SECTION, DEDICATION OF 10-FEET OF RIGHT-OF-WAY FRONTING THE SITE WILL BE REQUIRED FOR FUTURE ROAD WIDENING. APPLICANT WISHES TO REQUEST A MODIFICATION FROM STREET IMPROVEMENTS TO RETAIN THE EXISTING FRONTAGE IMPROVEMENTS ALONG 109TH AVE SE. THE MODIFICATION REVIEW WILL BE DISCUSSED UNDER SEPARATE COVER. 3. PARKING LOT CONSTRUCTION SHALL BE IN ACCORDANCE WITH CITY CODE 4-4-80G AND THE RECOMMENDATIONS OUTLINED IN THE PROVIDED GEOTECHNICAL REPORT. 4. STREET LIGHTING AND STREET TREES ARE REQUIRED TO MEET CURRENT CITY STANDARDS. LIGHTING PLANS ARE REQUIRED TO BE SUBMITTED WITH THE LAND USE APPLICATION AND WILL BE REVIEWED DURING THE CONSTRUCTION UTILITY PERMIT REVIEW. 5. A TRAFFIC ANALYSIS DATED MAY 2, 2017, WAS PROVIDED BY JAKE TRAFFIC ENGINEERING, INC. THE SITE GENERATED TRAFFIC VOLUMES WERE CALCULATED USING DATA FROM THE INSTITUTE OF TRANSPORTATION ENGINEERS (ITE) TRIP GENERATION MANUAL, 9TH EDITION, (2009). BASED ON THE CALCULATIONS PROVIDED, THE PROPOSED DEVELOPMENT WOULD AVERAGE DECREASE OF 1,020 NET NEW DAILY VEHICLE TRIPS. WEEKDAY PEAK HOUR AM TRIPS WOULD GENERATE A REDUCTION OF 81 NEW VEHICLE TRIPS. WEEKDAY PEAK HOUR PM TRIPS WOULD GENERATE A REDUCTION OF 50 NET NEW VEHICLE TRIPS. AS DETAILED IN THE REPORT THE PROPOSED PROJECT IS NOT EXPECTED TO LOWER THE LEVELS OF SERVICE OF THE SURROUNDING INTERSECTIONS INCLUDED IN THE TRAFFIC STUDY. THE PROPOSED DEVELOPMENT IS EXPECTED TO GENERATE LESS THAN 20 NET NEW VEHICLE TRIPS DURING THE AM AND PM PEAK HOURS THEREFORE A TRAFFIC IMPACT ANALYSIS IS NOT WARRANTED. 6. REFER TO CITY CODE 4-4-080 REGARDING DRIVEWAY REGULATIONS. DRIVEWAYS SHALL BE DESIGNED IN ACCORDANCE WITH CITY STANDARD PLANS 104.1 AND 104.2. 6.1. THE MAXIMUM WIDTH OF ANY DRIVEWAY SHALL NOT EXCEED 30-FEET. 6.2. DRIVEWAYS SHALL BE LOCATED A MINIMUM OF 5-FEET FROM PROPERTY LINES. 6.3. MAXIMUM DRIVEWAY SLOPE IS 8%. 7. PAVING AND TRENCH RESTORATION SHALL COMPLY WITH THE CITY'S TRENCH RESTORATION AND OVERLAY REQUIREMENTS. GENERAL COMMENTS 1. ADEQUATE SEPARATION BETWEEN UTILITIES AS WELL AS OTHER FEATURES SHALL BE PROVIDED IN ACCORDANCE WITH CODE REQUIREMENTS. 1.1. 7-FT MINIMUM HORIZONTAL AND 1-FT VERTICAL SEPARATION BETWEEN STORM AND OTHER UTILITIES IS REQUIRED WITH THE EXCEPTION OF WATER LINES WHICH REQUIRE 10-FT HORIZONTAL AND 1.5-FT VERTICAL. 1.2. THE STORMWATER LINE SHOULD BE MINIMUM 5 FEET AWAY FROM ANY OTHER STRUCTURE OR WALL OR BUILDING. 1.3. TRENCH OF ANY UTILITY SHOULD NOT BE IN THE ZONE OF INFLUENCE OF THE RETAINING WALL OR OF THE BUILDING. 2. ALL CIVIL CONSTRUCTION PERMITS FOR UTILITY AND STREET IMPROVEMENTS WILL REQUIRE SEPARATE PLAN SUBMITTALS. ALL CIVIL PLANS SHALL CONFIRM TO THE RENTON DRAFTING STANDARDS. A LICENSED CIVIL ENGINEER SHALL PREPARE THE CIVIL PLANS. PLEASE VISIT THE DEVELOPMENT ENGINEERING FORMS PAGE FOR THE MOST UP-TO-DATE PLAN SUBMITTAL REQUIREMENTS: 3. A LANDSCAPING PLAN SHALL BE INCLUDED WITH THE CIVIL PLAN SUBMITTAL. EACH PLAN SHALL BE ON SEPARATE SHEETS. 4. ALL UTILITY LINES (I.E. ELECTRICAL, PHONE, AND CABLE SERVICES, ETC.) SERVING THE PROPOSED DEVELOPMENT MUST BE UNDERGROUND. THE CONSTRUCTION OF THESE FRANCHISE UTILITIES MUST BE INSPECTED AND APPROVED BY A CITY OF RENTON INSPECTOR. 5. FEES QUOTED IN THIS DOCUMENT REFLECT THE FEES APPLICABLE IN THE YEAR 2017 ONLY AND WILL BE ASSESSED BASED ON THE FEE THAT IS CURRENT AT THE TIME OF THE PERMIT APPLICATION OR ISSUANCE, AS APPLICABLE TO THE PERMIT TYPE. PLEASE VISIT WWW.RENTONWA.GOV FOR THE CURRENT DEVELOPMENT FEE SCHEDULE. SCALE: AS SHOWN ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY VERTICAL: NAVD 1988 HORIZONTAL- NAD 1983/1991 DATU M ENGINEER'S RECORD DRAWING CERTIFICATION SEE SHEET CV-1.0 FOR SIGNED ENGINEER'S RECORD DRAWING CERTIFICATION NOTE CITY OF RENTON Planning/Building/Public Works Dept. 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H IE 12" CONC (S)=410.9 GRAPHIC SCALE 10 20 40 ( IN FEET ) 1 inch = 20 ft. :01 R-398803 IN COMPLIANCE WITH CITY OF RENTON STANDARDS RENTON DENTAL ARTS 17816 108TH AVE SE RECORD DRAWINGS EXISTING CONDITIONS PLAN 0 U 00 O 0 I T Q J 1� H Cn Q J I- z W Q DATE: 04/12/2019 z FIELDBOOK: PAGE: O I--- DRAWING NO: CS-1 .0 z W rr SHEEP: OF: 03 27 NE 1/4OFS32, T23 N, R5 E, W.M. 00 DEMOLITION NOTES co 1. DEMOLITION NOTES ARE FOR CLARIFICATION ONLY AND ARE SHOWN FOR THE CONTRACTOR'S BENEFIT. THESE NOTES ARE NOT 6 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 LJJ 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 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 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. In 14. DURING THE TIME PERIOD OF OCTOBER 1ST THROUGH MARCH 30TH, ALL PROJECT DISTRIBUTED SOIL En AREAS GREATER, THAT ARE TO BE LEFT UN -WORKED FOR MORE THAN 12 HOURS, SHALL BE COVERED BY MULCH, SODDING N OR PLASTIC COVERING. N 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 00 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. 00 16. PRIOR TO THE BEGINNING OF THE WET SEASON (OCT. 1), ALL DISTURBED AREAS SHALL BE REVIEWED TO IDENTIFY WHICH ONES z CAN BE SEEDED IN PREPARATION FOR THE WINTER RAINS. DISTURBED AREAS SHALL BE SEEDED WITHIN ONE WEEK OF THE W 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. 0 `1 tY 2 U Z z �� OF WASH ���� ���� A WAS ����, LU TD a A 37679 A 48855 m 1505 Westlake Ave. N. T (206) 522-9510 ��� ��GISTERly�`"4 �0 h�G1 TEg�� ej Suite 305 F (206) 522-8344 �SSIONAL�SSIONAL E��l W Seattle, WA 98109 WWW.PAcLAND.COM N0. El ^ YV 1.7C 1`tVL. 1 A X 401.71 • 8" SIGN POST BASE DEMOLITION KEY NOTES OA COMPLETELY DEMOLISH EXISTING BUILDING AND ASSOCIATED APPURTENANCES, INCLUDING BASEMENTS IN ACCORDANCE WITH APPLICABLE CODES. DISCONNECT AND CAP EXISTING UTILITIES AT THEIR MAIN LINE. CONTRACTOR SHALL REMOVE ALL ASBESTOS CONTAINING BUILDING MATERIALS IN ACCORDANCE WITH APPLICABLE CODE REQUIREMENTS. OB STORM DRAIN PIPE/STRUCTURE NOT SURVEYED, AND IS REPRESENTED BASED ON CITY GIS INFORMATION; CONTRACTOR TO FIELD VERIFY OC DEMOLISH EXISTING CONCRETE CURB (TYP). OD DEMOLISH EX RETAINING WALL EO DEMOLISH AND REMOVE EXISTING ASPHALT PAVEMENT TO DEPTH SUFFICIENT TO CONSTRUCT NEW PAVING AND IMPROVEMENTS. O DISCONNECT EXISTING ELECTRICAL SERVICES CAP AND PRESERVE FOR RECONNECTION OG REMOVE EXISTING SIGN OH REMOVE AND SALVAGE EXISTING LIGHT STANDARD OI REMOVE EXISTING TREE (TYP) OJ REMOVE EXISTING 6" CHAIN LINK FENCE REVISION SURVEYED: WRH DESIGNED: LRR DRAWN: CMD CHECKED: WFF BY I DATE I APPR APPROVED: I \ /A 4UD.130 TL 322305-9090 X 405.94 � OK PROTECT EXISTING CHAIN LINK FENCE TO REMAIN OL PROTECT EXISTING CATCH BASIN TO REMAIN O DEMOLISH AND REMOVE EXISTING CONCRETE PAVEMENT TO DEPTH SUFFICIENT TO CONSTRUCT NEW PAVING AND IMPROVEMENTS. ON REMOVE EX UNDERGROUND ELECTRICAL O DISCONNECT EXISTING WATER SERVICE CAP AND PRESERVE FOR RECONNECTION OP DISCONNECT EXISTING GAS SERVICE CAP AND PRESERVE FOR RECONNECTION OQ REMOVE EXISTING CATCH BASIN OR REMOVE EXISTING STORM DRAIN PIPE OS TREE PROTECTION FENCING PER RMC 4-4-130H.9, TREES WITHIN FENCE ENCLOSURE TO BE PROTECTED DURING CONSTRUCTION, SEE SHEET CV-1.1 FOR STANDARD TREE PROTECTION NOTES OT REMOVE EX SIDEWALK OU PROTECT EX SANITARY SEWER MANHOLE SCALE: AS SHOWN ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY VERTICAL: NAVD 1988 HORIZONTAL- NAD 1983/1991 DATU M I O MB w c� 8".16" CED x 410.2 I w Know what's below. Call before you dig. x 410.7 -G �G- GRAPHIC SCALE 10 20 40 ( IN FEET ) 1 inch = 20 ft. LEGEND REMOVE ASPHALT PAVEMENT REMOVE CONCRETE PAVEMENT REMOVE BUILDING FOUNDATION 2 STABILIZED CONSTRUCTION ENTRANCE �o�� D-2.0 1 SILT FENCE D-2.0 ORANGE CONSTRUCTION FENCE X CHAINLINK FENCE ow 3 CATCH BASIN FILTER 13 D-2.0 REMOVE EX TREE 0 EX. CONTOUR ENGINEER'S RECORD DRAWING CERTIFICATION SEE SHEET CV-1.0 FOR SIGNED ENGINEER'S RECORD DRAWING CERTIFICATION NOTE CITY OF RENTON Planning/Building/Public Works Dept. R-398804 IN COMPLIANCE WITH CITY OF RENTON STANDARDS RENTON DENTAL ARTS 17816 108TH AVE SE RECORD DRAWINGS DEMOLITION AND ESC PLAN a� H U 0000 N O O T Q J W Q J I- z I..0 DATE: Q 04/12/2019 FIELDBOOK: z PAGE: O DRAWING NO: I-- D-1 .0 Z I SHEET: OF: W 04 27 Cr NE 1/4OFS32, T23 N, R5 E, W.M. 00 rn co I 0 w W 0 N O m W J In In I En 0 3 0 N w N W Q 2 00 0 co zz W 2 a 0 0 `1 2 z z W m z 0 z W z 0 Z to W z J I JOINTS IN FILTER FAUMC $HAL1 BE SPLICED AT POSTS USE STAPLES, VVIRE RINGS, OR r-ni Ihfdl FNT Tn 6TThf'.H FIIRRIf TV} PnPT4 Tx2l BY 14 Ga WIRE OR EQUIVALENT- IF STANDARD STRENGTH FAEkRIC LISED FILT$R FABRIC 6' MAX 1AINPA UM 4'k4" TRENCHU I f, BACKFILL TRENCH WTTH !/f POST SpA4A' 40 MAY 6E INCREASED NATIVE SOIL TO V I F W51 RE BACRI NG IS USED 2'W WOOD POSTS, gTEEL fE CCF POSTS- REBAR, OR EQUIVALENT NOTES 1. CONOMN OF USE 1.1. SILT FENCE MAY BE USED DOWNSLOPE OF ALL DISTURBED AREAS. 1.2. SILT FENCE IS NOT INTENDEOTO TREAT CONCENTRATED FLOWS, NOR IS INTENDED TO TREAT SUBSTANTIAL AMOUNTS OF OVERLAND FLOW. ANY COMCENTRATEID FLOW MOST BE CONVEYED THROUGH THE ❑RAINAGE SYSTEM TO A SEDIMENT TRAP OR POND. L DESIGN AND INSTALLATION) SPECIFICATIONS 2.1. THE GEOTEXTILE USED MDST MET THE S I ANDARD LIS I'ED BELLOW. A COPY OF THE MANUFACTURER'S FABRIC SPECIFICATIONS MOST BE AVAILABLE ON SITE. AOS (ASTM D4751) _ 0,15MM) FOR OTHER FABRI WATER PERMITIIMTY ASTM D491 0.02 SEC"-1 MINIMUM GRAB TENSILE STRENGTH (ASTM D4632) 180 LBS MIN FOR EXTRA STRENGTH FABRIC 100 LBS MIN FOR STANDARD STRENGTH FABRIC ULTRAVIOLET RESISTANCE ASTM D4355 70% MIN 2.2. STANDARD STRENGTH FABRIC REQJIRES WIRE BACVdNO TO INCREASETHE STRENGTH OF THE FENCE.INIRE BACKING OR CLOSER POST SPACING MAY 135 REQUIPrO FOR EXTRA STRENGTH FABRIC IF FIELD PERFORMANCE WARRANTS A STR41~ SFR FENCE. 2.3. WHERE THE FENCE IS INSTALLED, THE SLOPE SHALL NOT BE STEEPER THAN 2H:IV 2.4. IF A TYPICAL SILT FEAICE IS USED, THE STANDARD 4 4 TRENCH MAY NOT BE REDUCED AS LONG AS THE BOTTOM 8 INCH E3 OF TKE SILT FENCI= IS WELL BURIED AND SECURE IN A TRENCH THAT STABILIZES THE VENGE ANC ❑0E8 NOT ALLOW WATER TO BYPASS OR UNDERMINE THE SILT FENCE 3, MAINTENANCE STANDARDS 3.1. ANY DAMAGE SHALL BE REPAIR IMMEDIATELY. 3.2. IF CONCENTRATE13 FLOES ARE FVIIDENT UPHILL OD THE FENCE, THEY MUST BE INTERCEPTED AND CONVEYED TO A SEDIMENT TRAP OR POND. 8.3. IT IS IMPORTANT TO CHECK THE UPHILL SIDE OF THE FENCE FOR8IGNS OF THE FENCE CLOGGING AND ACTING AS A BARRIER TO FLOW AND THEN CAUSING CHANNELIZATION OF FLOWS PARALLEL TO THE FENCE. IF THIS OCCURS, REPLACE THE FENCE OR REMOVED THE TRAP 5EQIMEh1T. 3.4. SEDIMENT MC$r BE REMOVED WHEN SE❑IMENT 13 6 INCHES HIGH. 3.5. IF THE FILTER FABRIC (GEOTE TILE) HAS QETERIORATEO DUE TO ULTRAVIOLET BREAKDOWN, IT SHALL BE REPLACED. STD. PLAN — 814.00 ' PUBUC WORKS SILT FENCE DEPARTMENT MARCH 2008 D � c 1505 Westlake Ave. N. Suite 305 Seattle, WA 98109 T (206) 522-9510 F (206)522-8344 WWW. PAcLAND.COM SILT FENCE. NTS INSTALLC IS A .90AC PER CITY MVEWAYS SHALL BE PAVED TO THE EDGE F F4O-W PRIOR TO INSTALLATICN4 OF THE ONSTRUCTION EWRANCE TD AWAD AMAGING OF THE ROADWAV r I$ RECOldMENOED THAT THE NTRANCE BE CROWNED SO THAT 'uNc)FF DRAINS OFF THE PAD PROVIDE FULL WIDTH OF NOTES I INGRES.S�EGRESS AREA I CONIATION 10F USE '..1. CONSTRUCTION ENTRANCE SHALL BE STABILIZED WHEREVER TRAFFIC WILL BE LFAVING A CC) NSTIR UCTIQN SITE AND TRAVELING ON PAVEL7 ROADS OR OTHER FAVEID AREAS 'All H I N 1,0DO FEET OF THE SITE. GRAB TENSILE STRENGTH ASTM D4751 200 PSI MIN GRAB TENSILE ELONGATION ASTM D4632 30% MAX MULLEN BURST STRENGTH ASTM D3786-80A 400 PSI MIN AOS ASTM D4751 20-45 US STANDARD SIEVE SIZE 2. DESIGN AND INSTALLATION SPECIFICATIONS 2.1. HOG FUEL (WOOD BASED MULCH) MAY BE SUBSTITUTED FOR OR COMBINED WITH QUARRY SPALLS IN ARES THAT WILL BOT BE USED FOR PERNIMENT ROADS. HOG FUEL IS NOT RECOMMENDED FOR ENTRANCE STABILIZATION IN URBAN AREAS. THE INSPECTOR MAY AT ANY TIME REQUIRE THE USE OF QUARRY SPALLS IF THE HOG FUEL IS NOT PREVENTING SEDIMENT FROM BEING TRACKED ONTO) PAVEMENT OR IF THE HOG FUEL IS BEING CARRIED ONTO PAVEMENT. 2.2. FENCING SHALL BE INSTALLED AS NECESSARY TO RESTRICT TRAFFIC TO THE CONSTRUCTION ENTRANCE. 2.3. WHENEVER POSSIBLE, THE ENTRANCE SHALL BE CONSTRUCTED ON A FIRM, COMPACTED SUBGRADE. THIS CAN SUBSTANTIALLY INCREASE THE EFFECTIVENESS OF THE PAD AND FEE❑UCE THE NEED FOR MAINTENANC . 3. MAINTENANCE STANDARDS 3.1. QUARRY SPALLS SHALL BE ADDED IFTHE PAD IS NO LONGER IN ACCORDANCE WITH THE SPECIFICATIONS_ 3.2. IF THE ENTRANCE IS NG'r• PREVEN fING SEDIMENT BITING TRACKED ONTO PAVEMENT, THEN ALTERNATIVE MEASURES TO KEEP THE STREETS FREE OF SEDIMENT SHAH.- BE USED. THIS MAY INCLUDE STREET SWEEPING, AN INCREASE IN THE DIMENSIONS OF THE ENTRANCE. OR THE INSTALLATION OF THE WHEEL WASH. IF WASHING IS USED. IT SHALL BE DONE ON AN AREA COVERED WITH CRUSHED ROCK, AND WASHED WATER SHALL DRAIN TO A SEDIMENT TRAP OR POND, 3.3. ANY SEDIMENT THAT IS TRACKED ONTO PAVEMENT SHALL BE REMOVED IMMEDIATELY BY SWEEPING. THE SEDIMENT COLLECTED BY SWEEPING SFIALL BE REMOVED OR STABILIZED ON SITE. THE PAVEMENT SHALL NOT BE CLEANED BY WASHING DOWN THE STREET, EXCEPT WHEN SWEEPING IS INEFFECTIVE AND THERE IS A THREAT TO PUBLIC SAFETY. IF IT NECESSARY TO WASH THE STREETS, A SMALL SUMP MUST SE CONOUCTED. THE SEDIMENT WOULD THEN BE WASHES] INTO THE SUMP +d HERE IT CAN BE CONTROLLED AND DISCHARGED APPROPRIATELY, 3.4. ANY QUARRY SPALLS THAT ARE LOOSENECI FROM THE PAD AND END UP ON THE ROADWAY SHALL BE REMOVED I&I ME DIATELY- 3.5. IF VEHICLES ARE ENTERING OR E YJnNG THE SITES AT POINTS OTHER THAN THE CON STRUCT 10N ENTRANCE(S), FENCING SHALL BE INSTALLED TO CONTROL TRAFFIC- TRAFFIC- .- -.. STD. PLAN — 15.1'0 PUBLIC -WORKS STABILIZED DEPARTMEN'CONSTRUCTION ENTRANCE MARSH 2008 STABILIZED CONSTRUCTION ENTRANCE. REVISION NTS SURVEYED: WRH DESIGNED: LRR DRAWN: CMD CHECKED: WFF BY DATE APPR APPROVED: SCALE: AS SHOWN ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY VERTICAL: NAVD 1988 HORIZONTAL NAD 1983/1991 DATU M DRAINAGE GRATE TRIM i¢ r GRATE FRAME a � SEDIMENT AND DEBRIS OVERFLOW BYPASS s4 � BELOW INLET GRATE DEVICE FILTEREC WlkTER n A 4 SECnON VIFW DR'AJNAGE GRATE — REC7APJGULAk GRA iE 814OWN RETRIEVAL SYSTEM iT YP.j BELOW INLET GRATE DEVICE QVERFLO'N BYPASS (TYR.1 ISOMETRIC VIEW NOTES 1. Size the Below Inlet Grate Device (B IGO) for the storm water srrucwre It w11 servioe. 2. Tha BICD shall have a bolt -In high. -flow rdlef system (overnow bypass). 3. The retrieval sysiem must allow femoval of the BIG D without spilling the oollected matedaL 4. Perform rrialntenance In accordance with Stiondard Spediicallon 8-I}T.3{15j. PUBLIC WORDS CATCH 13ASIN FILTER STD. PLAN — 18.30 .� .f ` DEPARTMENT MARCH 2008 CATCH BASIN FILTER. ENGINEER'S RECORD DRAWING CERTIFICATION SEE SHEET CV-1.0 FOR SIGNED ENGINEER'S RECORD DRAWING CERTIFICATION NOTE CITY OF RENTON Planning/Building/Public Works Dept. NTS R-398805 IN COMPLIANCE WITH CITY OF RENTON STANDARDS RENTON DENTAL ARTS 17816 108TH AVE SE RECORD DRAWINGS EROSION CONTROL DETAILS U H H cn Q J I- z w DATE: Q 04/12/2019 FIELDB00K: z PAGE: O DRAWING NO: I-- D-2.0 Z SHEET: OF: W 05 27 cr NE 1/4OFS32, T23 N, R5 E, W.M. 00 rn co W SE CARR RD 30 29 SE PETROVISKY RD .. .. .. .. .. .. .. .. .. .. FOUND MON IN CASE KING CO. CNTRL 32 " NO. 3810 W/BRASS DISK W/ "X" (DN-0.6') HELD AS N 1 /4 CORNER (MONUMENT SUPERSEDES CITY OF RENTON CP 1866) I SURVEY NOTES 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 NAVD 88 CITY OF RENTON MONUMENT 1866 (SUPERSEDED BY KING COUNTY CONTROL TRAVERSE POINT #3810) ELEV=401.04' SITE AREA: 39,242 SQFT 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 ,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 SURVEY WAS PERFORMED WITHOUT THE BENEFIT OF A TITLE REPORT AND DOES NOT PURPORT TO SHOW ALL EASEMENTS. THIS TOPOGRAPHIC SURVEY DRAWING ACCURATELY PRESENTS SURFACE FEATURES LOCATED DURING THE COURSE OF THIS SURVEY. UNDERGROUND UTILITIES 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: UTILITY LOCATION SERVICE: 811 N 1 1505 Westlake Ave. N. Suite 305 W Seattle, WA 98109 WHITE DOME VARIES I I ELECT)RS —� PROPOSED PROPERTY LINE EXISTING PROPERTY �LINE U I� D o W 15' BUILDING N I5 SETBACK w N VARIES — N 10' LANDSCAPE I z SETBACK I W Cn cc 'c I W I� Q il 46' rn 4- :XT CURB ASPHALT 31 32 .. .. .. .. .. .. .. .. FOUND MON IN CASE S 1/1 6TH COR. W/ LEAD & TACK?42'p2„ F �. 2gS)41 '\ (40N W 1 /4 CORNER (CITY OF RENTON CP 1868) ollllll � �� � Illluo ollllll � �� IIIIIIII IIIIIIII �� IIIIIIII IIIIIIII �� IIIIIIII _ aa\ — aul an 1 � • 1 �� j � �ipi ���� i � �/ir SURVEYED: WRH DESIGNED: LRR DRAWN: CMD CHECKED: WFF DATE APPR APPROVED: S89'04'14"E 292.00' ASPHAL. SCALE: AS SHOWN ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY VERTICAL: NAVD 1988 HORIZONTAL- NAD 1983/1991 DATU M „ 12"CON 14 CON PROPOSED PROPERTY LINE � EXISTING PROPERTY LINEN 18" FIR r 18" FIR Know what's below. Call before you dig. ENGINEER'S RECORD DRAWING CERTIFICATION SEE SHEET CV-1.0 FOR SIGNED ENGINEER'S RECORD DRAWING CERTIFICATION NOTE CITY OF RENTON Planning/Building/Public Works Dept. CLU IS O I 11.5' J I 5.00' DIUGET POWER EASEMENT REC. NO. 8404020320 ASPHALTIEB I I� W I N cn M W JI i �I Q �I 1" 1 N �-- I II o❑� 60.00' OPEN SPACE REC. NO. 831: 15.00' ~r PUGET POWER REC. NO. 840 V GRAPHIC SCALE 0 0 10 20 40 ( IN FEET ) 1 inch = 20 ft. :01 R-398806 IN COMPLIANCE WITH CITY OF RENTON STANDARDS RENTON DENTAL ARTS 17816 108TH AVE SE RECORD DRAWINGS HORIZONTAL CONTROL PLAN U 0) 00 0 O T Q Cn I— Q Q I- z W Q DATE: 04/12/2019 z FIELDBOOK: PAGE: O I_ DRAWING NO: C-1 .0 z W Cr SHEET: O GV OF: 2 NE 1/4OFS32, T23 N, R5 E, W.M. 00 rn co C) p Lij SITE 1. 2. 3. NOTES ALL WORK AND MATERIALS SHALL COMPLY WITH ALL CITY/COUNTY REGULATIONS AND CODES AND O.S.H.A. STANDARDS. 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 MARCH 2O17. 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. CAUTION - NOTICE TO CONTRACTOR THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION OF EXISTING UTILITIES AS SHOWN ON W THESE PLANS IS BASED ON RECORDS OF THE VARIOUS UTILITIES, AND WHERE POSSIBLE, MEASUREMENTS TAKEN IN THE FIELD. W THE INFORMATION IS NOT TO BE RELIED ON AS BEING EXACT OR COMPLETE. THE CONTRACTOR MUST CALL THE APPROPRIATE W UTILITY COMPANY AT LEAST 48 HOURS BEFORE ANY EXCAVATION TO REQUEST EXACT FIELD LOCATION OF UTILITIES. IT SHALL BE o 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. ALL PAVED PARKING LOT AREAS WITHIN THE LIMITS OF IMPROVEMENTS SHALL BE STANDARD DUTY PAVEMENT UNLESS OTHERWISE NOTED. 6. CONTRACTOR SHALL PROVIDE A TEMPORARY TRAFFIC CONTROL PLAN FOR THE CITY ENGINEER'S APPROVAL PRIOR TO ANY WORK WITHIN THE CITY RIGHT-OF-WAY. W 7. ALL ON -SITE PAINTED STRIPING SHALL BE DOUBLE COATED. SEPARATE COATS SHALL BE APPLIED NO SOONER THAN 4 HOURS co APART. (CONTRACTOR TO REFER TO PROJECT SPECIFICATIONS FOR ADDITIONAL PAVING MARKING REQUIREMENTS.) 8. PARKING LOT STRIPING SHALL BE WHITE, 4" WIDTH, & DOUBLE COATED, UNLESS OTHERWISE NOTED. W > 9. ALL DISTURBED AREAS ARE TO RECEIVE FOUR INCHES OF TOPSOIL, SEED, MULCH AND WATER UNTIL A HEALTHY STAND OF Q GRASS IS ESTABLISHED. _ 10. ALL ISLANDS WITH CURB AND GUTTER SHALL BE LANDSCAPED. 11. EXISTING STRUCTURES WITHIN CONSTRUCTION LIMITS ARE TO BE ABANDONED, REMOVED OR RELOCATED AS NECESSARY. ALL 00 COST SHALL BE INCLUDED IN BASE BID. O 12. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL RELOCATIONS, INCLUDING BUT NOT LIMITED TO, ALL UTILITIES, STORM DRAINAGE, T SIGNS, TRAFFIC SIGNALS & POLES, ETC. AS REQUIRED. ALL WORK SHALL BE IN ACCORDANCE WITH GOVERNING AUTHORITIES C SPECIFICATIONS AND SHALL BE APPROVED BY SUCH. ALL COST SHALL BE INCLUDED IN BASE BID. 13. 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. 14. 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. 15. REFER TO HORIZONTAL CONTROL PLAN FOR SITE DIMENSIONS. 0 0 m W J m I 3 0 W In W a 00 0 00 zz W 2 a 0 0 `1 2 z z W m z 0 z W z z 0 Z N W z W SITE DATA PARCEL ZONING: SITE AREA: BUILDING AREA: CA - COMMERCIAL ARTERIAL 0.85 ACRES 7,793 SF PARKING DATA REQUIRED PARKING REQUIRED RATIO: 5.0/1000 SF BUILDING AREA REQUIRED STALLS: 40 SPACES STANDARD STALLS: 37 COMPACT STALLS: 10 ACCESSIBLE STALLS: 2 TOTAL STALLS: 49 *25% INCREASE IN MAXIMUM PARKING ALLOWED PER RMC 4-4-080.10.c STALL DIMENSIONS STANDARD STALL: 9'X20' COMPACT STALL: 8.5'X16' *WHERE ADJACENT TO LANDSCAPING PARKING STALLS UTILIZE A '2' OVERHANG AS PART OF THE TOTAL LENGTH PER RMC 4-4-080.8.e D � cc 1505 Westlake Ave. N. Suite 305 Seattle, WA 98109 T (206) 522-9510 F (206)522-8344 WWW. PAcLAND.COM ZONING DATA 0a1:nM113 MINIMUM FRONT YARD 15' (MAY BE REDUCED TO 0' WITH VARIANCE) 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' LANDSCAPE DATA 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 735 SF INTERIOR LANDSCAPE AREA 1,982 SF PERIMETER LANDSCAPING 8,733 SF *AREAS BASED ON PARCEL AFTER R/W DEDICATION i i CONSTRUCTION KEY NOTES 4 OA CEMENT CONCRETE TRAFFIC CURB C-8.o 4 © CEMENT CONCRETE TRAFFIC CURB AND GUTTER C-8.0 4 © DEPRESSED CEMENT CONCRETE TRAFFIC CURB AND GUTTER C-8.o 4 O PRECAST CONCRETE WHEEL STOP C-8.1 5 OE CEMENT CONCRETE DRIVEWAY -TYPE C26 c-S.o 2 CEMENT CONCRETE SIDEWALK (ON -SITE) c-8.o 6 ©CEMENT CONCRETE SIDEWALK (OFF -SITE) C-8.o 1 O ASPHALT SIDEWALK TRANSITION c-S.0 PERPENDICULAR CURB RAMP WITH 2' DETECTABLE WARNING SURFACE ADA STALL W/ SIGN. SLOPE IN ADA STALLS AND LANDING AREAS SHALL BE NOT MORE THAN 2% IN ANY DIRECTION. STOP BAR, 12"-WIDE, WHITE 3 © STOP SIGN C-8.0 cj A A c c�' SURVEYED: - _ 2 WRH DESIGNED: LRR A 48855 DRAWN: dos �CMD `�GI STEg�� ly�� �SSI ANAL C,1 CHECKED: WFF NO. REVISION BY DATE APPR APPROVED: I f6" CED I S II I 18 FIR IN 10 FIR D N j� R* �. 18 FI I R 18" FIR 18" FIR I 1- " W 18 FIR 18 FIR l'•". ..•„, � W 18 FIR I '/ 7;7P - - W 125 FIR .W .WLL Wy�W W W W. LL y 22" FIR cu: CONC i \ rl I1STE RIGHT -TURN ONLY SIGN (BELOW STOP SIGN) DIAGONAL STRIPING @ 45°, 2' ON CENTER OO FUTURE CROSS -ACCESS CONNECTION © TRASH ENCLOSURE (COVERED), SEE ARCH PLANS ®PYLON SIGN ® RETAINING WALL (MESA BLOCK WALL OR EQUIVALENT), < 4'-HIGH, INSTALL 42" FALL PROTECTION FENCE WHERE WALL HEIGHT IS GREATER THAN 30", SEE SHEET C-2.0 FOR WALL HEIGHTS 6'-HIGH CHAIN LINK FENCE PER RMC 4-4-070.H.3, BLACK VINYL COATED 1 OT BIKE RACK c-8.2 2 @ BENCH C-8.2 3 OV PLANTER WC-8.2 O INSPECTION PORT COLLAR, SEE SHEET C-2.0 SCALE: AS SHOWN ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY VERTICAL: NAVD 1988 HORIZONTAL- NAD 1983/1991 DATU M ENGINEER'S RECORD DRAWING CERTIFICATION SEE SHEET CV-1.0 FOR SIGNED ENGINEER'S RECORD DRAWING CERTIFICATION NOTE CITY OF RENTON Planning/Building/Public Works Dept. Know what's below. Call before you dig. 5. 0' 'U ET POWER EASEMENT ;E N0. 8404020320 GRAPHIC SCALE 10 20 40 ( IN FEET ) 1 inch = 20 ft. LEGEND 1 STANDARD DUTY ASPHALT C-8.o 3 STANDARD DUTY CONCRETE PAVEMENT C-8.0 2,6 CONCRETE SIDEWALK PAVEMENT C-8.o 5 C-8.0 DRIVEWAY CONCRETE PAVEMENT LANDSCAPED AREA 4 c-S.o CEMENT CONCRETE CURB AND GUTTER PROPERTY LINE RETAINING WALL (< 4'-HIGH) SIGN LIGHT POLE NUMBER OF PARKING STALLS PER ROW TREE (REFER TO LANDSCAPE PLANS) O 0 0 O 0 AL R-398807 IN COMPLIANCE WITH CITY OF RENTON STANDARDS RENTON DENTAL ARTS 17816 108TH AVE SE RECORD DRAWINGS SITE PLAN U I- Q J I- z W DATE: p 04/12/2019 FIELDBOOK: z PAGE: O DRAWING NO: I- C - 1 .1 z SHEEI P: OF: W 07 27 Er NE 1/4OFS32, T23 N, R5 E, W.M. Coo rn C1 I 0 W 0 N 0 W J m I 3 0 W Ld 00 00 0 CO z W m 0- 0 0 `1 a z W W m z 0 z W z 0 (.9 Z a rn w zz J lL GRADING NOTES 1. 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 MARCH 2O17. 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. 2. 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. THE INFORMATION IS NOT 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. 3. THE SPOT ELEVATIONS INDICATED ON THIS PLAN REPRESENT THE DESIGN TOP OF PAVEMENT, UNLESS OTHERWISE NOTED. 4. CONTRACTOR IS RESPONSIBLE FOR DEMOLITION OF EXISTING STRUCTURES INCLUDING REMOVAL OF ANY EXISTING UTILITIES SERVING THE STRUCTURE. UTILITIES ARE TO BE REMOVED TO THE RIGHT-OF-WAY. 5. ALL UNSURFACED AREAS DISTURBED BY GRADING OPERATION SHALL RECEIVE 4 INCHES OF TOPSOIL. CONTRACTOR SHALL APPLY STABILIZATION FABRIC TO ALL SLOPES 3H:1V OR STEEPER. CONTRACTOR SHALL STABILIZE DISTURBED AREAS WITH GRASS IN ACCORDANCE WITH LOCAL SPECIFICATION UNTIL A HEALTHY STAND OF GRASS IS OBTAINED. 6. ALL CUT AND FILL SLOPES SHALL BE CONSTRUCTED PER THE IBC CODE AND APPLICABLE LOCAL REGULATION. ALL CUT AND FILL SLOPES SHALL BE 3:1 OR FLATTER UNLESS OTHERWISE NOTED. 7. CONTRACTOR SHALL ASSURE POSITIVE DRAINAGE AWAY FROM BUILDINGS FOR ALL NATURAL AND PAVED AREAS AND SHALL GRADE ALL AREAS TO PRECLUDE PONDING OF WATER. 8. ALL POLLUTANTS OTHER THAN SEDIMENT ON -SITE DURING CONSTRUCTION SHALL BE HANDLED AND DISPOSED OF IN A MANNER THAT DOES NOT CAUSE CONTAMINATION OF STORMWATER. THE CONTRACTOR SHALL ADHERE TO ALL TERMS AND CONDITIONS AS OUTLINED IN THE GENERAL N.P.D.E.S. PERMIT FOR STORMWATER DISCHARGE ASSOCIATED WITH CONSTRUCTION ACTIVITIES. 9. PROPERTIES AND WATERWAYS DOWNSTREAM OF THE SITE SHALL BE PROTECTED FROM EROSION DUE TO INCREASES IN THE VOLUME, VELOCITY AND PEAK FLOW RATE OF STORMWATER RUNOFF FROM PROJECT SITE. 10. CONSTRUCTION SHALL COMPLY WITH ALL APPLICABLE GOVERNING CODES AND BE CONSTRUCTED TO SAME. 11. CONTRACTOR TO REMOVE UNSUITABLE SOILS LOCATED WITHIN THE BUILDINGS SPLAY LINE OF THE FOOTINGS. 12. FOR BOUNDARY AND TOPOGRAPHIC INFORMATION REFER TO PROJECT SURVEY. 13. FOR LAYOUT INFORMATION REFER TO THE SITE PLAN AND HORIZONTAL CONTROL PLAN. 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 IS 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. ACCESSIBILITY NOTE PROPOSED GRADES SHALL BE LIMITED TO: ACCESSIBLE PARKING STALLS AND LANDINGS 2.0% IN ANY DIRECTION ACCESSIBLE PEDESTRIAN PATHS 2.0% CROSS -SLOPE 5.0% RUNNING SLOPE EARTHWORK QUANTITIES EARTHWORK VOLUMES SHOWN BELOW REPRESENT THE DIFFERENCE BETWEEN FINISHED AND EXISTING GRADE SURFACES ADJUSTED BY THE VOLUME REQUIRED FOR THE STORMWATER DETENTION SYSTEM, 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: 2,100 CY FILL: 100 CY NET: 2,000 CY (CUT) PA 1505 Westlake Ave. N. Suite 305 Seattle, WA 98109 T (206) 522-9510 F (206)522-8344 WWW. PAcLAND.COM LEGEND EX. CONTOUR PROPOSED CONTOUR XXX SPOT ELEVATION xxx.x� (TP UNLESS NOTED) 2 c-6.2 STORM DRAIN PIPE SD------ 0- 2 ROOF DRAIN LEADER C-s.2 (6" PVC, 1 SLOPE ►- UNLESS NOTED) 1 ARCH DETENTION PIPE, C-6.3 STORMTECH MC-3500 OR EQUIVALENT 1 PRE-TREATMENT C-s.3 ISOLATOR ROW 1 INSPECTION PORT WITH 18" C-6.5 SQUARE CONCRETE COLLAR 1 STORMFILTER WATER QUALITY C-6.4 MODULAR WETLAND 1 TYPE I CATCH BASIN c-6.o 2 TYPE II CATCH BASIN C-6.0 4 NYLOPLAST DRAIN BASIN C-6.1 C 4.1 CLEANOUT TO GRADE (CO) RETAINING WALL 11 V W Q 00 O r STRUCTURE TABLE # TYPE RIM IE IN IE OUT 1 0 TYPE 2 CB* 399.50 392.99 392.98- 393.07 3+2.-98- O2 FLOW CONSTRICTOR* 39399.49 393�8 393 & O DRAIN BASIN* 401.67 -401.63 397.29-S 395 -8 394.45 O TYPE 2 CB (INLET)* 401.89 395.81-S 395.77 5 0 DRAIN BASIN* 402.24 396.00 396.00 8 395.88r 395-88r O DRAIN BASIN* 401.45 08.88 396.04 3�0- 396.10 O MODULAR WETLAND* 400.80 397.45 396.12 8 O TYPE 1 CB* 400.13 - 5 397.31 397.30 397.48 347-.48r O TRENCH DRAIN (24') 399.58 - 397.56 10 0 DRAIN BASIN* 401.06 -48i-08- 397.42 397.59- 397.42 39 9. 11 TYPE 1 CB 400.49 488.3-21 397.93 397.74 397.88- 3.9--88- 12 TYPE 1 CB 402.54 4-8� 399.53 399.45- 399.50 33945- 13 0 TYPE 1 CB 404.10 400.70 468.47 400.65 466-47- 483-76u- 14 TYPE 1 CB 403.87 400.93 400.93 4.83 480.77 409-7-7- 15 DRAIN BASIN* 404.23 399.26-N 395 395.28-W 3 jr--i8- 2 16 TYPE 2 CB (INLET)* 404.75 395.35 3 3-i8- 395.32 393-i8- PIPE TABLE # DIA (IN) L (FT) SLOPE (FT/FT) MATERIAL 12 16 44- 0.010 -&%5- HDPE 12 30 0.035 HDPE 2® 12 44 0.005 HDPE 12 68 0.048 HDPE NOT USED �5 12 22 0$69r9 HDPE 12 40 _+&__ 0.003 - HDPE ❑7 12 3 0.005 HDPE ❑8 12 5 0.005 HDPE 12 15 0.005 DIP 10 12 22 0.005 DIP 11 12 42 &%5- DIP 12 12 � 0.027 DIP 13 12 � &.0.*5- HDPE 14 12 60 0.004 HDPE 15 NOT USED 1s NOT USED • NOTE: * DENOTES SOLID LID (PER 2/C-6.2 FOR CATCH BASINS); ALL OTHER STRUCTURES SHALL HAVE OPEN GRATES (PER 3/C-6.2 FOR CATCH BASINS) SURVEYED: SCALE: WRH A DESIGNED: AS SHOWN LRR DRAWN: CMD ONE INCH CHECKED: AT FULL SCALE WFF IF NOT ONE INCH NO. REVISION BY DATE AP P R APPROVED: SCALE ACCORDINGLY DErEN110N SYSTEM TABLE DESCRIPTION VAULT 1 BOTTOM OF ROCK ELEVATION 394.20 ROCK BELOW CHAMBERS 9 IN BOTTOM OF CHAMBERS ELEV 394.95 CHAMBER HEIGHT 45 IN TOP OF CHAMBERS ELEVATION 398.70 ROCK ABOVE CHAMBERS 12 IN TOP OF ROCK ELEVATION 399.70 # OF UNITS 66 STORAGE VOL. 12,019 KEY NOTES OA CONNECT TO EX CATCH BASIN EX 24" IE (N,S)=392.9 EX 12" IE (W)=392.9 NEW 12" IE (SE)=392.9 © IF UNDERGROUND POWER LINES ARE IN CONFLICT WITH STRUCTURE LOCATION, CONTRACTOR SHALL COORDINATE WITH UTILITY PROVIDER TO RELOCATE LINES AS NEEDED VERTICAL: NAVD 1988 HORIZONTAL- NAD 1983/1991 DATU M ENGINEER'S RECORD DRAWING CERTIFICATION SEE SHEET CV-1.0 FOR SIGNED ENGINEER'S RECORD DRAWING CERTIFICATION NOTE CITY OF RENTON Planning/Building/Public Works Dept. Know what's below. Call before you dig. GRAPHIC SCALE 10 20 40 ( IN FEET ) 1 inch = 20 ft. FLOW RESTRICTOR TABLE DESCRIPTION VAULT 1 RIM ELEVATION 399.63- 399.40 INLET ELEVATION 394.20- 391.18 OUTLET ELEVATION 394.20- 394.18 ORIFICE #1 ELEVATION 392.20 ORIFICE #1 DIAMETER 0.55 IN ORIFICE #2 ELEVATION 396.80 ORIFICE #2 DIAMETER 0.79 IN ORIFICE #3 ELEVATION 397.60 ORIFICE #3 DIAMETER 0.73 IN RISER ELEVATION 398.70 OUTLET PIPE DIAMETER 12 IN NOTE: SEE 3/C-6.2 FOR FLOW CONSTRICTOR DETAIL R-398808 IN COMPLIANCE WITH CITY OF RENTON STANDARDS RENTON DENTAL ARTS 17816 108TH AVE SE RECORD DRAWINGS GRADING AND DRAINAGE PLAN 04/12/2019 FIELDBOOK: PAGE: C-2.0 SHEET: OF: 08 27 U W Q Q I- z W 0 z O I- z WM 1 1 NE 1/4OFS32, T23 N, R5 E, W.M. 00 rn co I 0 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 399.4 SURVEY. THE EXISTING CONDITIONS SHOWN ON THIS PLAN SHEET ARE BASED UPON SURVEY PREPARED BY PACE ENGINEERS, INC., DATED 1/16/2015. THE =391. 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. Of 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. X 7. CONTRACTOR SHALL NOTIFY THE UTILITY AUTHORITIES INSPECTORS 72 HOURS BEFORE CONNECTING TO ANY EXISTING LINE. W 8. MINIMUM WATER AND SANITARY SEWER TRENCH WIDTH SHALL BE 2 FEET. N 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 1. 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 JURISDICTION 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 HAND. WATER NOTES 1. 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. 11. EXTERNAL WATER METER AND BACKFLOW PREVENTION VAULTS SHALL BE GASKETED IN AREAS OF HIGH GROUNDWATER OR NEAR STORMWATER MANAGEMENT FACILITIES AS REQUIRED BY THE UTILITY PROVIDER, CONTRACTOR TO CONFIRM. SOOS CREEK WATER AND SEWER NOTES 1. ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH 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 1 1 o THE DEVELOPER S/CONTRACTORS EXPENSE. M 5. RECONSTRUCTION SHALL CONFORM TO THE SPECIFICATIONS OF THE DISTRICT. ALL COSTS FOR INSPECTING SUCH RECONSTRUCTION SHALL BE CHARGED TO THE W 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 COMPLETION 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 m 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). 3 7. ALL COSTS OF SEWER MAIN RE -STAKING SHALL BE PAID BY THE DEVELOPER/CONTRACTOR. C 8. PROPERTY CORNERS SHALL BE PINNED WITH REFERENCE TACK ON CURBS BY THE DEVELOPER/CONTRACTOR. N 9. THE DEVELOPER/CONTRACTOR SHALL NOTIFY THE DISTRICT AT (253) 630-9900 TO SCHEDULE A PRE -CONSTRUCTION MEETING AT THE DISTRICT OFFICE. AFTER a THE PRE -CONSTRUCTION MEETING, THE DEVELOPER/CONTRACTOR SHALL NOTIFY THE DISTRICT'S FIELD REPRESENTATIVE AT LEAST 48 HOURS (REGULAR WORKING DAYS) BEFORE STARTING WORK. 00 10. THE DEVELOPER/CONTRACTOR SHALL OBTAIN ALL REQUIRED FINAL INSPECTIONS TO MEET PERMIT REQUIREMENTS. INSPECTIONS MUST BE SCHEDULED AT LEAST 48 HOURS IN ADVANCE. 00 11. CONNECTIONS TO EXISTING SEWER MAINS SHALL BE MADE ONLY WITH WRITTEN APPROVAL OF THE DISTRICT AND ONLY AFTER AT LEAST 48 HOURS (TWO z REGULAR WORKING DAYS) ADVANCE NOTICE. w a 12. EXISTING SEWERS TO REMAIN IN SERVICE AT ALL TIMES. W 13. ALL WATER AND/OR CONSTRUCTION DEBRIS SHALL BE REMOVED FROM NEW SEWERS AND SHALL NOT BE PERMITTED TO ENTER THE EXISTING SYSTEM. 0 14. EXISTING MANHOLES SHALL BE CORE -DRILLED AND RE -CHANNELED AS REQUIRED TO RECEIVE INCOMING y FLOW FROM THE NEW SEWER. z z W m z 0 z w z C z D Q 0 Z i N 1505 Westlake Ave. N. Lj Suite 305 W Seattle, WA 98109 T (206) 522-9510 F (206)522-8344 WWW. PAcLAND.COM [© SD J MH 0 W f) W 'a 00 O 24N. FIRE HYDRANT (INSTALLED BY FIRESTONE ,_PROJECT - SEE HYDRANT NOTE BELOW) �I CA j 6" FIRE DEPARTMENT CONNECTION LINE 6" FIRE PROTECTION LINE; " , � h M CO 12 ON 12'CON 12" 1-1/2" DOMESTIC WATER LINE J S88'57'38"E_290.83.jp- j. UI v \--UT 13 ®I RENTON DENTAL ARTS „ 7,789 SF of LIE 6=395.94 FFE=403.50 I� I e L JIL 66LF 6�' SS @ 3.0� 84LF 6 SS @ 4.0%- - - L - - SS SD CO 01i o C I C.� D RIM=406.42 CnFIE 6"=404.19 of IE 6"=4A�2� L0 J M 58LF 6" SS 0 a. 0 ST F 6" SS n o 7 C1EI1:LI:= LjI 0 I SD C1:E:EI:1= I I � -o-o-o o-o-o = UGP- - CONC EXT CURB CONC L� U I I (C SSMH RIM=399.49' SANITARY SEWER STRUCTURES CONSTRUCTION KEY NOTES MANHOLE 01 nl r n nlnl IT n,l MH 01 RIA�9 "Tr- 399.49 RIMm494.91- A WET -TAP CONNECTION TO EX WATER 0 M O CATCH BASIN FOR TRASH ENCLOSURE TRENIGH nDAIAI IE G�39z.55 CHANNEL IE 6"_400nz MAIN, COORDINATE WITH SCWSD DRAINAGE (ENCLOSURE SHALL HAVE A ROOF IE " 8HT-392.45 393.07 3'4 © DOMESTIC WATER SERVICE CONNECTION, C-7.o INSTALLED ABOVE) CO 01 CLEANOUT 01 I � A All I �nT 95 Rim COORDINATE WITH SCWSD C EX METER AND BACKFLOW TO BE O CONNECT EX CTOR TO 71 1T= TJ9� „--9. 399.72 IE c _znc COORDINATE WITH SERVICE PROVIDER FOR NEWTC IE » - 395.19 RETAINED FOR IRRIGATION SERVICE, SEE CONNECTION � �I rAnlnl IT nc LANDSCAPE PLANS FOR CONTINUATION -0 CONNECT TO EX GAS, CONTRACTOR TO CO 02 CLEANOUT 02 ol��_znn cn ,�T,PI�J��TT -p FIRE PROTECTION SERVICE POINT OF COORDINATE WITH SERVICE PROVIDER FOR NEW D1,�IM=192z 9 402.11 IC 6"_395 CONNECTION. SEE MEP PLANS FOR CONNECTION IE 6"!m395- ` 39717 �I rAnlnl IT n� CONTINUATION AND TO VERIFY ENTRY ©CONNECT TO EX COMM, CONTRACTOR TO CO 03 CNO�UT303 oI►���� LOCATION E DOMESTIC WATER SERVICE POINT OF O COORDINATE WITH SERVICE PROVIDER FOR NEW 404.07 c"=znz_n7 CONNECTION IE "- 400.51 CONNECTION. SEE MEP PLANS FOR ®CONNECT TO EX 6" SANITARY SEWER TEE TO CONTINUATION AND TO VERIFY ENTRY LOCATION PROPOSED MANHOLE (LOCATION AND INVERT 3 ELEVATION OF EXISTING SEWER ARE BASED ON F DOUBLE DETECTOR CHECK VALVE C-7.1 0 INFORMATION PROVIDED BY CONTRACTOR - ASSEMBLY (6„) CONTRACTOR TO RE -VERIFY PRIOR TO HYDRANT NOTE: 1'2 © DOMESTIC WATER METER (1-1/2") CONSTRUCTION); COORDINATE WITH SCWSD THE FIRESTONE PROJECT IS CURRENTLY UNDER C-7.1 REGARDING MODIFIED LAYOUT AND OBTAIN CONSTRUCTION. THIS FIRE HYDRANT WILL NEED TO BE -H REDUCED PRESSURE BACKFLOW PERMITS AS NEEDED TO COMPLETE THE WORK INSTALLED PRIOR TO TEMPORARY CERTIFICATE OF ASSEMBLY (1-1/2") WITH HOT BOX R POST INDICATOR VALVE OCCUPANCY OR CERTIFICATE OF OCCUPANCY (CO) OF O THE RENTON DENTAL ARTS, WHICHEVER COMES FIRST. OI FIRE DEPARTMENT CONNECTION S GAS METER AND POINT OF CONNECTION, DEPENDING ON TIMING OF CONSTRUCTION FOR BOTH 12 O COORDINATE WITH MEP PLANS THE FIRESTONE PROJECT AND THIS PROJECT, THIS C-5.o OJ SANITARY SEWER MANHOLE FIRE HYDRANT MAY NEED TO BE INSTALLED BY THE OT ELECTRICAL POINT OF CONNECTION, RENTON DENTAL ARTS PROJECT IN ORDER TO OBTAIN 3 COORDINATE WITH MEP PLANS TCO OR CO. C-5.o OK SANITARY SEWER SURFACE CLEANOUT ©SANITARY SEWER POINT OF CONNECTION. SEE ENGINEER'S RECORD SPRINKLER/FIRE LINE NOTE: MEP PLANS FOR CONTINUATION AND TO VERIFY DRAWING CERTIFICATION CONTRACTOR SHALL BE RESPONSIBLE FOR ENTRY LOCATION OBTAINING FIRE SPRINKLER AND UNDERGROUND FIRE LINE PERMITS FROM THE CITY OF RENTON W REVISION SURVEYED: WRH DESIGNED: LRR DRAWN: CMD CHECKED: WFF BY DATE APPR APPROVED: SEE SHEET CV-1.0 FOR SIGNED ENGINEER'S RECORD DRAWING CERTIFICATION NOTE SCALE:VEffn_ AS SHOWN HORIZONTAL-NAD 1983/1991 ' CITY OF RENTON ONE INCH DATUM ' AT FULL SCALE Planning/Building/Public Works Dept. IF NOT ONE INCH SCALE ACCORDINGLY I _ 14"CON v I • • 18" 16" CED -G 3 Know what's below. I Call before you dig. 15. 0' -G PU ET P R ESE ENT 0. 4040ioj0 in `.J I I ; � Cn II b 18 FIR W II I C 10 FIR I I >' II ci = I � 18 FI `, R� 18" FIR138 I 18" FIR N 118" FIR 8 FIR 3 �, a �I 60. 0' 3 OPEN SPAX 18 FIR REC. ND. 331213)46F LLI II ' a c� 20 FIR I I �r PU ET PO ER ESE ENT 22'• I RE O. N 4040 03 0 C3 3 UGP U 'I ISTE GRAPHIC SCALE ( IN FEET ) 1 inch = 20 ft. LEGEND 2'3 WATER LINE w C-7.2 1,2 SIDE SANITARY SEWER SS C-5.1 1,2 WATER METER ■ C-7.1 2 GATE VALVE C-7.0 FDC $ 1 THRUST BLOCK • C-7.0 3 DOUBLE CHECK DETECTOR ASSEMBLY c-7.1 POST INDICATOR VALVE RPBA 1,2 SS MANHOLE • C-5.0 2 SS CLEANOUT C-5.0 � TELEPHONE T POWER UGP GAS LINE G R-398809 IN COMPLIANCE WITH CITY OF RENTON STANDARDS RENTON DENTAL ARTS 17816 108TH AVE SE RECORD DRAWINGS UTILITIES PLAN 0 U 000 O 0 T Q J W Q Q I- z W Q DATE: 04/12/2019 z FIELDBOOK: PAGE: O I- DRAWING NO: C-3.0 Z W Cr SHEET: OF: 09 27 CV ri1 W O to N m w N J m U) 3 N N W N w Q 2 H 00 O f0 QD n/ z w m a 0 0 Y Q 2 z z w m z 0 z w z 0 z a i Gi w zz w EPA 1505 Westlake Ave. N. Suite 305 Seattle, WA 98109 MANHOLE T (206) 522-9510 F (206)522-8344 WWW. PAcLAND.COM N TS �uuiil ouuu �umil STANDARD MANHOLE N TS CAST IRON RING & LOCKING COVER,-OLYMPIC FOUNUARY COMPANY` NO, M-1025 w/ H-20 RAl1NG MARKED 'SEWER' RECESSED UF'T POCKET -11 K-r- SOCKET HD REW 1A- LONG (S.S.) A',g 2" RAISED PADS tc" CONCRETE PAD, 24"x24'"x1} 1 (OR INSTALL IN PAVEMENJI SLORf AWAY w{ 9RUSHRU5H FINISH ti� 1 - 121n" PLAN 11 "xB" LOCKING CLEANOUT CAST IRON RING & LOCKING COVER, 'CLYMPiC FOUNDARY COVANY" NO- M-1025 CDNCRETE PAD, 24%24"-48' (OR INSTALL IN PAVEMENT) L._ _.. 1 LBOi1OM1 OF FRAME MUST BE O" MIN. - 4" MAX. ABOVE TOP DF C.O, RISER MECHANICAL L*NPRESSIDN 11, TYPE PLUG WTH UP 10" pvc gift 6' 45' BEND PLUG, UNLESS OTHERVASE NOTED ELEVATION SURFACE CLEAN OUT (SIDE SEWER STUB) usSm Nim Sc I , _ uun_ D&1` h crn FEE]. .21. 2017 rail K V FEG. r1. ?Qi7 E uAMf # UWG. NO. - d a; �tia��n�lA,�~~auT�can�sooscF�Kti.s�w��~tis-_a SURFACE CLEAN OUT. N TS S-398801 FOR INFORMATION ONLY U m 00 N O O O T D i H H cn I- Q J 1 z W 0 z O I- z w rY N ri1 N o to N N m W N J m I En 3 N N W N W Q 2 H 00 O f0 00 z w m a 0 0 Y 2 z z W m z 0 z w z 0 z a i Gi w zz w U_ 1 8" MIN_ ORGANIC TOPSOIL 5UBGRA0E -DER KCC 16.82.1:00 iQPSOkL 1 � I 3' MIN, 95Z CGMPACTON PIT RUN 3 MINUS PIT RUN 3" MINUS CRUSHED ROCK 3' }SIN 95� CQfdPAOTON CRUSHED ROCK 5/8"-I1 112" 5/8"-1 1/2" NA7IVE MATERIAL IF NATIVE MATERIAL IF APPROVED BY DISTRICT PIT RUN 3' MINUS APPROVED BY PIT RUN 3" MINUS AND GOVERNING ROAD 90% COMPACTION CRUSHED ROCK DISTRICT ANp 30% COMPACTIpN CRASHED ROCK AGENCY 5 f$"-1 1/2' P£RWIT71NIS AGENCY 8/8"-1 112" I � 12" f MIN. 90% COMPAC71ON 12" MIN_ 907, COMPACTION } SAND —SOIL ENGINEER APPROVAL SA140—GOIL ENGINEER APPROVAL & COMPAC-flO k TEST RFOU1RED & COMPACTION ILST REOU1RED PEA GRAVEL PEA GRAVEL # 5/8" MINUS CRUSHED —0 5/8" MINUS CRU5HED I 6" MIN. 6" MIN. 1 ` I 2"-4' ROCK � � 2. —4" 013 SOILS ENGINEERING �� �S;]% COMPACTION f OTHER MATERIAIA SOILS ENGINEERING 90% COMPAC710N L �` � OTHi:#� MATEA71E RIAL DETAfL NEEDED f UST'EV ABOVE DETAIL NEEDED f LISTED ABOVE NOTES: 1 _ SEDDJNG REQUIRED IN RIGHT -OF-WAYS. DRIVEWAYS, PARKING LOTS, PAVED AREAS, AND NON -PAVED AREAS. 2. BEDDING FOR RIGID PIPE SHALL BE NATIVE MATERIAL UNLESS JUDGED UNSUITABLE BY THE DISTRICT AND GOVERNING ROAD AGENCY 3, TRENCH BACXFILL, BEDDING AND MATERIAL TO CONFORM TO GOVERNING ROAD AGENCY SPECIFICATIONS AND DISTRICT STANDARDS, EPA 1505 Westlake Ave. N. Suite 305 Seattle, WA 98109 TRENCH WIDTHS (IN INCHES) NOMINAL, PIPE DIAMETER MINIMUM EARTH MINIMUM ROCK MAXAMOM 2 18 24 36 3 18 24 36 4 18 74 36 6 21 24 36 $ 24 24 36 �z 28 28 40 TYPICAL TRENCH DETAIL E SCAJE 61-,lRl�l APPRti'0VAL MAY 17, 2011 NTS M_ 4SGOS CREEK W&S\DESJGN STANDARDS\SWR 28 TYPICAL TRENCH T (206) 522-9510 F (206)522-8344 WWW. PAcLAND.COM N TS K,V- I JUNE 02, 2�112�11 Clwa No, Fs luulll ouml lump NOTES: 1. BEDDING REQUIRED IN RfGHT-OF-WAYS, DRIVEWAYS, PARKING LO-S. PAVED AREAS. AND NON -PAVED AREAS. 2. BEDDING POR RIGID PIPE SHALL BE NATIVE MATERIAL UNLE55 JUDGED UNSUITABLE BY THE DISTRICT AND PERMiTTING AGENCY. 3. TRENCH BACKFILL. BI=ODING AND MATERiAl- TO CONFORM TO PERMITTING AGENCY SPECIFICATIONS AND DISTRICT S7ANDARDS, MAY 17. 2011 ki: \SODS CREEK TREKCH WIDTHS (IN iNCAFS) NOMINAL PIPE DIAMETER MINIMUM EARTH MIN1MUY. ROCK 6MAXIMUM 2 18 24 36 36 3 1824 4 18 24 3s 6 21 24 24 36 S 24 36 12 28 1 28 40 TYPICAL TRENCH DETAIL (OUTSIDE ROADWAY) Nisi STANDARDS\SWR OILS K.V. JUNE 02, 2011 DWG. NO. I S-29 TYPICAL TRENCH (OUTSIDE ROADWAY) N TS R-39881 1 S-398802 FOR INFORMATION ONLY U 0) 00 N O O O T _J N 0 O I T so cn I— Q J I- z W 0 z O I- z w rY NE 1/4OFS32, T23 N, R5 E, W.M. 00 rn co Io w 0 0 ro N m W tY N J m NI Q En 3 0 N W N W Q 2 00 0 00 I. zz W a 0 0 `1 tY z W W m z 0 z w tr z 0 8 z Q to laJ Q z J ✓L 9 a� #3 BAR EACH CORNEF #3 E3AR EACH SIDE `9 BAR EACH CORNER Ix MIN ii3 BAR HOOP P OR'12' ONE f+3 BAR HOOP FOR 6' HEIGHT TWO P3 BAR HOOPS FOR 12' HEIGHT RECTANGULAR ADJUSTMENT SECTION PRECAST RASE SECTION SEE NOTE I ALTERNATIVE PRECAST EASE SECTION PIPE ALLOWANCES NIAIUMUM PIPE MATERIAL INSIDE DIANETER REINFORCED OR 12' FAIN CONCReTE ALL METAL PIPE 15` CPSSP * 12" {STD. SPEC.9-05.201 SOLID WALL PVC t5^ (STp• SPEC.9-0S:12{111 PROFILE WALL PVC S5" {STD. SpEG.9 Q5.12{2�j CORRUGATED POLYETHYLENE STORM SEWER PIPE NOTES 1. As aoaeptable alternatives t0 the mbar shown In the PRECAST BASE SECTION, fibers (placed according to the Standard Specifications), of wire mesh having a minlmum area of 0.12 square Inches per foot shal be used Id!ilth the minimum requtred radar shown In the ALTERNATIVE PRECAST BASE SECTION. Wire mesh shall not be placed k1 the knockout, 2. The knoaout dlameter shall not be groatSr than 29". Knockouts shall have a wall thickress of 2" minimum to 2.5" maximum. Provide a 1.5" minimum gap between the knockout wall and the outside of the pipe. After ti-e pipe Is Installed, All the gap with joint mortar In accordance with Standard Specification 9-04.3. 3. The maximum depth from the finished grade to the lowest pipe invert Shall be 5'. 4. The frame and grate must be Installed with the flange dawn. 5. The Precast Base Section may have a rounded Hoof, and the walls may be sloped at a rate of 1:24 or steepef. 6. The opering shall be measured at the top of the precast base section. 7. AN pickup holes shall be grouted full after the basin has been placed. S. AN grade rings and castings shall be set Ih minar In accordance with Standard Speellcatlon 9-04.3. STD. PLAN - 200.00 +; PUBLIC WORKS CATCH BASIN TYPE 1 DEPARTMENT MARcIt 200B CATCH BASIN TYPE 1 GATCII BASIN FRAME AND VANED GRATE {DETAIL 2DI.0a1 HANDHOLD RECTANGULAR ADJUSTMENT SECTION OR CIRCULAR ADJUSTMENT SECTION GROUT. TYPICAL {SEE NDTE51 FLAT 5LAII TOP Ex LL db',.`y6•, 6T. T2'. 64m OR 56' - MORTAR (TYP.) E. BiLPp OR LAWERX7- t. x MORTAR FILLET � RaroaGI &G3EQtava-F - n r •i 12. LIPAWL SACUFRL FOR - r PPE 2OHE BEDDING SEPARATE BASE INTEGRAL BASE GASTAN-PL.AGE PRECAST WITH RISER wK3 GRAVEL.11LL FOR c� MPEZONE 6EDEOW SEPARATE BASE PRECAST CATCH BASIN DIMENSIONS CATCH DIAh1E:TER WALL THICKNESS RASE THICKNESS MAXIMUM RN 31ZLrf MINIMUM DISTANCE BETWEEN KNOCKOUTS BASE REINFORCING STEEL Irr2lfL IN EAC14 DIRECTION SEPARATE BASE INTEGRAL EASE 48' T" a" 8" 4.23 0.t5 54' 4.5' a" 8" 4.18 0.1 3 60' b" a" R2" S" 0.25 0.25fi8" 17' 0.35 0.7A 0.3 96" ip' 4.39 4.2g NOTES I. No steps are required when height is 4' or less. 2. The bottom of the precast catch basin may he sloped to facilitate cleaning. a The rectangular Frame and grate must be installed v itth the flange dPwn. The flame may be cast Into the adjustn-Gnt section. 4. Knockouts shall have a wed thickness of 2" minimum tD 2.5" mabmum. Provide a 1.5" minimum gap between the knockout wall and the outside of the pipe. After the pipe Is Installed. fill the gap with joint mortar In accordance with Standard Spedlflcatian 9-04.3. 5. AN grade rings, risers, and castings shall be set In mortar In accordance with Standard Spectication 94)4.3. PIPE ALLOWANCES CATCH PIPE MATERIAL WITH MAXIMUM INSIDE DIAMETER ' IN DIAB EtER 04CRETE AL� M�pL CPSSP Q $CLIP WALL FVC(D PROFILE WALL Pvc 0 46' 24' 80• 24' 27, N. 54" 30" 36` 30' 27 36' 86' 35' 42' 3[' 36' d2" 72" 4V &41 42' Io, 48" WS4" 6G' 1. 36' 48" g6" 61r 72' 6T 39, 4a" , {.wruga[ee1 Palyeltryfene Storm Sower Pip {Sid. Spec. 9-05.261 (Std. svec.9-051211i] { {Std. Sper,. 9-C15.12(2j] FUBLIC WORKS CATCH BASIN TYPE 2 STD. PLO- 201.40 * ` DEPARTMENT MARCH 2O08 CATCH BASIN TYPE 2 NTS � � � NTS CLEAN SURFACE AND BOTTOM AREA. PROVIDE UNIFORM C4NF4JCT. THE SURFACE AREA OF THE BASE: SECTION MUST BP f3ROUTED TO THE BOTTCW AREA OP THE ADJUSTMENT SECTION. BASE SECTION SEt<fJC7TE d NOTES 1. THE COVER OR GRATING OF A CATCH BASIN SHALL NOT BE GROUTED TO FINAL GRADE LINTEL THE FINAL ELEVATION OF THE PAVEMENT, GUTTED, DITCH, OR 8[t3EWALK IN bWHIGH 1T Is TO HE PLACED HAS BEEN ESTABLISHED, AND UNTIL PERMISSION THEREAFTER IS GIVEN BY THE ENOWCER TO GROUT- IN PLACE: IN ACCORDANCE WITH APWA STANDARD SPECIFICATION 7,M-3, P. SHIMS SHALL NOT BE USED TO SET FRAME To GRADE, THE 115C OP SHIMS 18 PROHOITED. 3, A CONTINUOUS LAYER OF MORTAR SHALL BE PLACED BETWEEN ADJUSTMENT RINGS AND BRICKS PRIOR TO PLACEMENT. I 4, THE USE OF BRICKS IS PERMITTED WHERE THE BRICf{S ARE STAGGERED TO CREATE A RUNNING E3fJNb OORBONti 5- ADJUSTMFWT SEi'7ION SHALL ESL GROU'ftD 4VAJ El? iIGH7 iO THE f3OTTOMAREA OF THE ADJUSTMENT SECTION WITI I NONSHRINK GROU 0. 6tR0UIINU BItTWEUW ALIJUSTM1zNT SECTION SHALL Bt WAlEw I. GROUT IS To BE NIGN-SHRINK TYPE- CROUT MEETING THE REQUIRFMI NTS OI= ASTM 157 PER AF'1NA STMDARD SPECIFICATION 9-20.3 FOR MAXIMUM PERCENT DRY SHRINKAGE. THE MINIMUM COMPRESi1VE STRENGTI I ^SI iAJ I. EtF +I,OOp PSI A7 7 DAY PFR AF>S,1+A 51 ANDhRD SPECIFICATION 9-70-3 $, PICK I tIETING MCLES ARP TO RF GROUTED WATFtR TIGHT PUBLIC: WORKS DEPAKMENT iiG%l � VOA�rr Till/ll � VOA��r y1 , rdi ollllll _ �IIIIlo1 i i r uulll uu Nulll uu Efl... 1 � 1 e • 1 ��0 � �ip� ��� j �ip� a GAYCI-9 U-AtA N INSTALLATiON STD. PLAN - 202.00 CATCH BASIN INSTALLATION SCALE: AS SHOWN ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY NTS VERTICAL NAVD 1988 HORIZONTAL: NAD 1983/1991 DATUM MARCH 2O08 i CV 00 U) m z �<�/ 0 1� f!) a_ Q O d ;z w z J7 rm �u R < t.7 to cv ,a W ENGINEER'S RECORD DRAWING CERTIFICATION SEE SHEET CV-1.0 FOR SIGNED ENGINEER'S RECORD DRAWING CERTIFICATION NOTE CITY OF RENTON Planning/Building/Public Works Dept. N ma 9 E o m U O e- f3 0 CdCCC ice] Q (" ie d ✓. 4 m ,- L� m � � Uj 0 4 a o C3�ZZZ 66 Cr LUF x � WUj W M C7 O �cncnFvr M � W VS 0 podn QaosnioaJ`� U = yip azs¢F-`gyp �d�wu41. Oa�w � 4 L y2- dOwQo [A W i1J V3 f af 4 O 0- 0 tr m Q g0 d� fY d 4 F [YZ p aqq wza S ~b n i 5gMC) LLj .a AMU] o d 4LU b C) u]�2o'In +�+ WJ .4 UjO J CC ti 4N . Z Q J J Q�f} Q F- �� _07E 7 r � LLO YJ V�7 C7�z 0, 8W ❑ IS mwW Q adz o 6 ur O x �J 0 7m W 4� r LU-6�u '2�ot ad �o p a U d d w 6 LL LU a- m -E--1: x �3 d U �'M 0 A w `V-^ ' In m m C a In v a L. YmYJJ ti 2 W C� L N J S f NYLOPLAST DRAIN BASIN NTS R-398812 IN COMPLIANCE WITH CITY OF RENTON STANDARDS RENTON DENTAL ARTS 17816 108TH AVE SE RECORD DRAWINGS STORM DRAINAGE DETAILS 09 4 U rn 00 N O O O T- D J L C) C) ^0 I ` T psi Q J Q I- Z w Q DATE: 04/12/2019 ( PAGE: O DRAWING NO: C-6.0 Z w Cr SHEET: 12OF: 27 NE 1/4OFS32, T23 N, R5 E, W.M. 00 rn co I 0 w QI L BOLT —DOWN HOLE (TYP.) - 518.. 11 INC, SEE ❑£TAIL & NOTE 2 TOP SECTION R EQ ESSFD ALLEN HEAD CAP SCREW GFU TE 1-0 NOTES T. This frame Is designed to accommodate 20" x 24' grates or cauers 2. Provide two holes In the frame that are vertically aligned witty t he grate or cover slats. Tap each hole to accept a 518" - 11 NC x 2" alen tread cap screw. Location of bolt down holes valles arlong different manufacturers. s. Refer to Standard Speciflcallon 9-05.15(2) for addlonal requirements. ISOMETRIC VIEW v 1 $IEy" FRAME 9 'v 2 112" SECTION DETAIL BOLT-DOWNDETAIL STD. PLAN — 204.00 PUBLIC WORKS RECTANGULAR FRAME DEPARTMENT MARCH 2O08 J IQ N 1505 Westlake Ave. N. M Suite 305 W Seattle, WA 98109 RECTANGULAR FRAME 24" m BOLT -DOWN SL( o DETAIL AND Not A X4' 1 V2" h I r 39-R -SEE NOTE SECTION 3j4` DIAM. HOLE 1fi2' DIALM. HANDLE SECTION (C ] + r PUBLIC WORKS :+ DEPARTMENT 5f BOLT DOWN BLOT DETAIL sEE NOTE I SECTION NOTES L� 1- Provide two slots In the cover that are Vertically allpiled with the holes In the frame.LoTation of bolt -dawn Jots vales among different rllanufactUrers. 1. Alternative reinforcing designs are acceptable In lieu of the db design. 3. Refer to Standard Spealticatlon N05.15(2) for additional requirements 2 4. For Frame detalls. see City of Renton Standard Plan 204-00. RECTANGULAR SOLID METAL COVER 180METIMC STD. PLAN — 204.10 MARCH 2008 RECTANGULAR SOLID METAL COVER NTS � � / NTS DUTFALL TO STREA TOP NOTES 1• Provide W slots in the grate tl-at are vertically aligned with the holes in the frame. Location of bolt -dawn slots varies among different manufacturers. 2. Refer to Standard SpedAcaflon 9-05.15(2) for additional requirements. I The thickness of the grate shall not exceed 1 5,18". 4. Urless otherwise specified, vaned grates shall be used with standard frame In the travel way. gutter or shoulder. Vaned grates shall not be located within crossroads. Use vaned grates along rolled curtks- ISOMETRIC %1 OC r - SEE QETAJL AND NOTE 1 309' (9mn1) Rf=QE=s3ED LI=TTEONG rah 1 714' s BOLT DOWtIM SLOT DETAIL SEE NOTE T PUBLIC WORKS RECTANGULAR STD. PLAN — 204.44 + .« DEPARTMENT HERRINGBONE GRATE MARCH. 2008 ollllll � �- � Illluo ollllll � �- IIIIIIII IIIIIIII ? � Illlllu IIIIIIII � � Illlllu --- � � 1 • 1� j Dipi ���� j DiliWWI RECTANGULAR HERRINGBONE GRATE SCALE: AS SHOWN ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY NTS VERTICAL• NAVD 1988 HORIZONTAL• NAD 1983/1991 DATU M TRAFFIC RATED CAST IRON GL{rAN OUT DOX WV€R CAST NEON VALVE BOX OR PDUaL -- PAVE D AREA t;dL TirIHT 4 'p9EF17 wrl: SOIL T1T.`NT COUPLER UNDERDRAIN PIPE SEE Nora t - • � �, ���dIIVNII TOOVERFLOW - - $'TMUCTURE QR BTOHM LdA1N MECHANICAL PLL1GOR C014rN4LFG UNpERDFLA74 COt1NEGTrOx TYPICAL. CL .MOAT CONFIGURAInON TRAFFIC RATLU LOMNG CAST 1RQN UD OR VALVE WX"R WANUFACT1IRER RECOMMENDATTOHS SEE NUTS 2 LANDrtaLPJNG EXTEND UEANOUT r ABOVE DUMN PONDNG ELEVAtON OR PER PLAN — t7 DESIGN PONMNG ELEVATION 9 ti r It Z r T3nCtt COMbCTLETE COLLAR AGG vALVE &DX WENfi18N OR .5O L PIPE AS NECE55ARY 70 ACCOWOVAtEOD OF MIER PIPE FERNM OASKETED GUTS CAP OR SIMILAR #" ;♦iIR{RAIiIIfED C�SBLF S PRR yARiDOT 443 11t}I CLEANOUT TOP LOCATED WITHIN QIORETENTION PONDING ARIA NO'TM 1 LMIDEMUN PIPE PR STOPLAN 26200 Ol MFTER TD BE &INCHES MIX PRIVATE. WhC}I#S M N PUBLIC 2 CIEANC T COVER TO BE L4CTRtN0 WIH ALLEN MEAD GMT. LMTMLED -DRAIN CLEANCU7'-CLEANOUT,' 'CO." OR SIMILAR GENERAL NOTES: 1 VNDERORA'NS FOR 51Di4ffNA IER FAOLIT(U SHALL HAVE AN ACCF 55 PpiNT ICLEANOVT ORAERVATQN PORE. OR OVEWLCV4 STRuCTWRE}AT EACH fNe IUYD A *40uio W EVERY IiX FEET DF PIPE 2 CLEANOUT PPE SMALL BE SAWS SrtE AND WATEMAL AS U}NDERORWN PIPE 3 OXWOLr'1 SMALL DE RarALLCO TD AU_CW FOR YIARNTE"14ME ACCESS TO ALL PIPES 4 ALL YITTI04S SMALL IE SOL I WTT 5 rAEAM' tKP AMR TOP SMALL RE LOCATED OU tgldE OF FACWTY UNLESS APPROVED QIHERLH.9E. AND QVTSIM QF pl-, Vy'I AREAS wMIEAE P053186E UNLESS OTHFII W ISE NO TOG, MAVW NG rt *DT STD. PLAN - 22.5.DD ti PUBLIC WORKS AP RM DEPARTMENT STORMWATER FACILITY CLEANOUT am& ,R) ENGINEER'S RECORD DRAWING CERTIFICATION SEE SHEET CV-1.0 FOR SIGNED ENGINEER'S RECORD DRAWING CERTIFICATION NOTE CITY OF RENTON Planning/Building/Public Works Dept. CLEANOUT NTS R-398813 IN COMPLIANCE WITH CITY OF RENTON STANDARDS RENTON DENTAL ARTS 17816 108TH AVE SE RECORD DRAWINGS STORM DRAINAGE DETAILS 9 1 U 0) 00 N O O O I T D J Cn Q J I— Z w DATE: Q 04/12/2019 FIELDBOOK: z PAGE: O DRAWING N0: L_ C-6.1 Z SHEET: 1 ZJ OF: w 2 Cr NE 1/4OFS32, T23 N, R5 E, W.M. 00 rn co I 0 w 0 0 ro N rut W fY N J in in NI Q En 3 0 N W to W Q 2 00 0 00 n ZZ W 2 0- 0 0 `1 fY 2 Z Z W frt Z 0 Z W fY z 0 Z Z to W ZZ J 4c BARS a 7" spA❑ING 20" x I 24" D1AM., aa• DtAILA�. OR 54" OIAM. HOLE r (TYP.I 12 " MIN. ir2' MAX. 84" or 96" FLAT SLAB TOP x5 BARS @ i3" SPAONG A" x 24' 24" DIAM.. 48' [71AM OR 54' DIAM. HOLE {TYP "; l-j I.,4 t' MIN. 2 112" MAX, 72" FLAT SLAB TOP 04 BARS 6' SPACIftG 20'x2VOR 24' OIAM. HOLE m� r MIN. 2 V2" MAX. 4$"} 5il or ow, FLAT SLAB TOP TYPICAL ORIENTATION FOR ACCESS AND STEPS 24'MIN., 7 �n 48"MIN. ECCENTRIC CONE SECTION 6' OR 12" R HOOP FOR 6' r I Rd wkR HOOPS FOR 12"� RECTANGULAR ADJUSTMENT SECTION 1.0 As an acceptable ahernative to rebar, wire mesh having a minimum area of 0.12 square Inchas per foot may be used for adjustment sections. 12" (TYP. l r; PREFABRICATED LADDER C.F-7711! STEP 3a- ` A < ONE#38AR HOOP CIRCULAR ADJUSTMENT SECTION PLTBLIC WORKS MISCELLANEOUS DETAILS FOR ` DEPARTMENT DRAINAGE STRUCTURES STD. PLAN - 204.60 MARCH 2008 MISC. DETAILS FOR DRAINAGE STRUCTURES mrnpactbn gravoI r0r Biro Ifnhs tY quo mcnperdan ,-Or -0.15O.U.all. 166 aD. hen. r 3n 9pE['�:fl A. Metal and Concrete Pipe 3 max max ID rn0.1� rMe nil ,L Ag5no ants or pipe IF comparAon r 0.65 &I An. grNxgl backlit grsve hacld�fnr forpips bedding rouhffall]h8 when spudded EL Pipe - Arch Insteilailon Rigid Pipe NOTES: 1. Pipe compaction IlMRS Shawn on this plan are for pipe construction In an embankment. For pipe canstruclian In a trends, the horizontal Inks of the pipe contpadon zone shall be the walls of the u,arlch. 2. All steel arid aluminum pipe and pipe-ardws shall be Installed In accordance with deslyn A. 3. Concrete pipo with elliptical tdnforcament shall W Installed In accordance with design A. 4. Concrete pipe, plain or with circular reintorcenI shall t e Inslalod with design A 5. D.D. Is equal to the outside diarneter Dt a pipe or the oulside span of pipe -arch. The dimensions shown as O.D. with V maximum shall be O.D. until O.D. nqusis 3'; at which point 3'shall he used, ' TI for diameters 12" through 42" and spsne mrough 60" 2 -0" for diameters greater than 42" and spans greater than 50'. W (see now 4) Intl of pipe one bedding maiww for flea(ble PIW (II noto 6) a.a founaiIII Icxa! � 'A - 4' olio 27' 1.0. and under 6" n*L . aver 27" I.D. Bedding for Flardfale Pipe Flexible Pipe NOTES: I. Provide uniform support under barteis- 2. Hand tamp under haunches. 3. Compact bedding material to 95% ma�- densRy direuiv over pipe_ hand Lamp aniy. 4. See "Excavation and Preparation of T2nrh" In sartltnry sewers waGdGn or the standard WSDOTIAPWA 9pedflt:adons for trench width W and trenching options. The pipe zone wrll be the actual trench width. The minimum concrete width shall he 1 a I.D. = 18'. 5 Trench backfll shall conform to -Backflling Sawer Tranches' In the sanitary sewers section of IhB WSDOT(APWA standard spedfications, except (hat rocks or lumps larger Than 1" pet foot nt pipe diameter shall not be used In the backfill material. 6. See `Bedding Material for Flexible Flpe' In aggregates Section of the WS13CT+APWA standard specifications for the material specifications. ®Bac"ll matedal piamd In 0.5' loose layers and compacted is 95% maximum denSlly, Mathad 13 or C campactlon (WSDOTIAPWA) standard specificationa`) Pipe Size Mir+. dlst. between barrels circular pipe cone, LOPE, CII (diameter) 12" to 24" 12" 30" to 96' dlam. 12 102" la 180' 48" pipe - arch metal only (span) is" tow 12" 43" to 142" span 13 148" to 199" 48" PLTBLIC WORKS PIPE COMPACTION STD. PLAN - 220.00 + ` DEPARTMENT DESIGN AND BACKFILL MARCH 2008 PIPE COMPACTION DESIGN AND BACKFILL NTS \ � / NTS /LA ollllll � �- � Illluo ollllll � �- IIIIIIII IIIIIIII ? � Illlllu IIIIIIII � � Illlllu --- r r - I I - - v i t • i �� j Diii ���� j Dips Mee 1111mjwljij� H 1.1 ramovade waLerdghl coupling or ttanga tramm & sold covor nsarked 'DRAIN" whh kxldng dots 2' min. see rote 3 cicvailon por dons V min, undue pavemrrrL :141-r-Mrr. t , vurucal bar j�`�j guava far maa x. n" r,�,� des a ws. s7 secondary kcal date welded teelbow - with ailoe-as spedrled �pygyi rfsMctar; sgeaeral ELBOW pipe supp- haMhokts. a%ps or RESTRICTOR Sae III ladder IAETaII 1.5 x ❑ can. 7.' min. T I duw plpo D gee notr:e 1 $ Inver an¢ devadon E sheargate VA(h cpnrr�l rod for deanoutldralr. per paw IrA bent as reQuired for vertical algnmen: t�, with rover) r� welded rtntridor plebe wBn ailoe dlamter ag spedled (not needed If for sOl contrcl orlyp SECTION ArA ISOMETRIC 2' n1n. dearanca rs any po&5h or Irbp-T Including album NOTE.Si A A 1. Use a mlmlmum of -a 54" diameter type 2 catch basin. 111 �. OutletCapachy: 1p Year developed peak flow. unclear S. Metal Paris: Corrosion redstart. necessary see note 7 additional ladder rungs Non-Galvanlzed parts ggrterred. ribo �e 7 nnln {Ilz sets) to allow access Galvarllzed pipe pails to have asphalt - to Tanks or vaults when catch Is lied MLh wnler IreatmenL 1. 4. Frame and ladder -Dr steps offset so: A Cleanout gate Is Asible fram top. B. Climb -down space Is clear of riser and deanout gate. PLAN VIEYY C. Frans Is clear of curb. 5. If metal ou[let pipe connects to cement concrete pipe: Gullet pipe to have smooth O.D. equal to concrete pipe I.D. less T". 6. Provide at least one 3" X .050 gage support bntcttel anchored to concrete wall. (maximum 3'-0" vertkA spacing) 7. Locate elbow reslictoI as necessary to proAda minimum Clearance as shown. 8. Locate addltknal ladder rungs In structures used as acimss to tanks and Vaults to allow aCDa55 when catch basin Is flied with wafer. � - PUB11C WORMS FLOW RESTRICTOR STl�. PLAN - 27.00 DEPARTMEN7 OIL POLLUTION CONTROL TEE MARCH 2008 SCALE: AS SHOWN ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY FLOW CONTROL C13 VERTICAL• NAVD 1988 HORIZONTAL NAD 1983/1991 DATU M NTS ENGINEER'S RECORD DRAWING CERTIFICATION SEE SHEET CV-1.0 FOR SIGNED ENGINEER'S RECORD DRAWING CERTIFICATION NOTE CITY OF RENTON Planning/Building/Public Works Dept. FLOW RESTRICTOR TABLE DESCRIPTION VAULT 1 RIM ELEVATION 399.63- 399.40 INLET ELEVATION 0- 391.18 OUTLET ELEVATION 6- 394.18 ORIFICE #1 ELEVATION 392.20 ORIFICE #1 DIAMETER 0.55 IN ORIFICE #2 ELEVATION 396.80 ORIFICE #2 DIAMETER 0.79 IN ORIFICE #3 ELEVATION 397.60 ORIFICE #3 DIAMETER 0.73 IN RISER ELEVATION 398.70 OUTLET PIPE DIAMETER 12 IN R-398814 IN COMPLIANCE WITH CITY OF RENTON STANDARDS RENTON DENTAL ARTS 17816 108TH AVE SE RECORD DRAWINGS STORM DRAINAGE DETAILS U M 00 N O O O T D J i u� Q J I- Z w DATE: Q 04/12/2019 FIELDBOOK: Z PAGE: O DRAWING NO: C-6.2 Z SHEET: 14 OF, 27 w NE 1/4 OF S 327 T 23 N) R 5 E7 W.M. 00 M co I 0 L I- SITE SPECIFIC DATA PROJECT NUMBER 6214 PROJECT NAME RENTON DENTAL ANTS PROJECT LOCATION RENTON, WA STRUCTURE ID TRE4TMEN1 REQUIRED VOLUME SASED (Cf) FLOW BASED (CFS) o-d6 TREATMENT HGL AVAILABLE (TT) N/A PLIK BYPASS REQUIRED (CFS) IF APPLICABLE 0.295 PIPE DATA 1.E. MATERIAL DIAMETER INLET PIPE 397.45 HDPf 17 OUTLET- PIPE J96-12 HDPE 12" PRETREATMENT 810FIL TRA TION DISCHARGE RIM ELEVATION .400-80 400-80 400-80 $URFACE LOA9 PFD,ESTRIAN OPEN PLANTER PFOESFRIAN FRAME & COVER 36" X 36" NIA N/A WETLANDMEDM VOLUME (CY) 1-93 WETLANDMEDIA DELIVERY METHOD PER CONTRACT GRIPCE SIZE (DIA. INCHES) 01.16" NOTES PRELIMINARY, NOT FOR CONSTRUCTION. INSTALLATION NOTES k CONTRACTOR TO PROVIDE ALL LABOR, EQUIPMENT, MATERIALS. AND INCIDENTALS REQUIRED TO OFFLOAD AND INSTALL THE SYSTEM AND APPURTENANCES IN ACCORDANCE WITH THIS DRAWING AND THE MANUFACTURERS SPEGIFICAT7016 UNLESS OTHERWISE STATED IN MANUFACTURERS CONTRACT 2, UNIT MU5T BE INSTALLED ON LEYEL BASE MANUFACTURER RECOMMENDS A MINIMUM 6" LEVEL ROCK BASE UNLESS SPECIFIED BY THE PROJECT ENGINEER. CONTRACTOR I5 RESPONSIBLE TD VERIFY PROJECT ENGINE05 RECOMMENDED BASE SPECIFCATIONS. 5 ALL PIPES MUST BE FLUSH WITH INSIDE SURFACE OF CONCRETE. (PIPES CANNOT INTRUDE BEYOND FLUSH). INVERT OF OUTFLOW PIPE MUST OE FLU511 WITH DISCHARGE CHAMBER 1100R ALL GAPS AROUND PIPES SHALL BE SEALED WATER TIGHT WITH A NON -SHRINK GROUT PER MANUFACTURERS STANDARD CONNECTION DETAIL AND SHALL MEET OR EXCEED REGIONAL PIPE CONNECTION STANDARDS 4- CONTRACTOR TO SUPPLY AND INSTALL ALL EXTERNAL CONNECTING PIPES 5, CONTRACTOR RESPONSIBLE FOR INSTALLATION OF ALL RISERS MANHOLES, AND HATCHES CONTRACTOR TO GROUT ALL MANHOLES AND 10TCHE5 TO MATCP FINISHED SURFACE UNLESS SPECIFIED OTHERWISL 6. DRIP OR SPRAY IRRIGATION REQUIRED ON ALL UNITS WIM VEGE L4 77ON. GENERAL (VOTES 1. MANUFACTURER TO PROVIDE ALL NATERIALS UNLESS OTHERWISE NOTED. 2. ALL DIMENSIONS, ELEVATIONS, SPECIFICATIONS AND CAPACITIES ARE SUBJECT TO CHANGE. FOR PROJECT SPECIFIC DRAWINGS DETAILING EXACT DIMENSIONS WEIGHTS AND ACCESSORIES PLE4SE CONTACT MANUFACTURER. _2'( -NEST PIPE SEE NOTES PERIMETER VOID AREA PLAN VIEW LEFT END VIEW fi9TCN C/L RT I FLOW CONTROL RISER "? $ � 7 ELEVATION VIEW INTERNAL BYPASS DISCLOSURE: THE DESIGN AND CAPACITY OF THE PEAK CONVEYANCE METHOD TO BE REVIEWED AND APPROVED BY THE ENGINEER OF RECORD. HGL(S) AT PEAK FLOW SHALL BE ASSESSED TO ENSURE NO UPSTREAM FLOODING. PEAK NGL AND BYPASS CAPACITY SHOWN ON DRAWING ARE USED FOR GUIDANCE ONLY. MODULAR WETLAND SYSTEM NTS RIGHT END VIEW 5' 39s 1D w LU } m � Y CD3t �w w 7 � SMITH" JAY R. LOCATION SMITH MFG. CO.� 1781 i 1#�8t 7 Ave SE VEUBER OF$AOARIS GROUP INTEPINATONAL i,anr DFFIGE im ativ rs MONTGOMERY, ALABAMA. %1984297 IUBAf eI7tD17, 4 rEL:K*-2774kM FA%.894-272-7396 NwN Y6rNM OWn ME7iBER nF: CUSTOMER 9931-HDF SERIES ENVIRO-FLO@ II EXTRA HEAVY DUTY DRAIN SYSTEM FUNCTION: Used in all surface drainage applications. May be assembled in any leng#h utilizing coated steel frame system that is recommended for all situations requiring an extra heavy duty rating to protect against hard wheel traffic, irnpact of steel containers struts and metal wheels. t35'-7 112' (20 meters) Sloped i 65'-7 `1I2" (20 meters) Non -Sloped I1�� II u u Non -Sloping 4" Horizontal Outlet Cap Neutral ChanFi nels tz Channels #10-20N) Non -Sloping 112 Meter Neutral Channels (Do not have vertical outlets) 'Catch Basin 9936-20 Ij Universal Closing End Cal) Specify Shallow or Deep End Integral Rebar Support (4 Per Channel) $ 00„ {203} �7.25" (184)- Steel Frame �5 31 (1351� {1 per channel} _1 32 f28) �39,38" (t0�0i 4.12 2.62" ( 67) 1 Meter Steel Frame (105)J10.38" {264) Typ Top of Frame to Bottom ,Male End of Channel '-securing Screws Accessoiy Rai 4" IN I {8 per frame) Vertical t7utlet Female End SIDE VIEW 2.88 (73) Tyypp Dimension from Invert of Integral Reber Support Channel to Bottom of Outlet Connection (4 Per Channel) ENLARGED ENT? VIEW REGULARLY FURNISHED: VARIATIONS: 1 Meter (3.28') 100%Polypropylene I Grate Specifications (See Sack) Now Din,ansionrinparenu'a"sare inmm. } U.V. Inhibitors_ Channel of Interlocking I !t I Closing End Cap Shallow -ES 'Note- tr catch Basin ie 81re4iFled Fir Any pl#rgr Design with a Built-in Slope of O.6% j x_9 Closing End Cap Deep -ED ChanvlW Excepl FwTs#Wthannel, a shlrnMuM with Radiused Bottom along with Black I:`I Horizontal Outlet 4" -1­14 neGrdared, P14; 9530-ES Painted Steel Frame System. Supplied Catch Basin Only 9936-20 Noes: ThlsTrench araln system Is Daslgnad with Secured Grate. ,�j Catch Basin Plastic Bticket-PIP tar'OnG"RkAppkxnonsanty"asThereare I: End Frame -EF (Specify 112 or 1 meter long) No PTo,0sipn9 Ipra FlmbngRaNeorFlashing Clamp J I Direction Change Coupling -MC "Note: All T Meter Lang Sloped and lowo Channels 1 , 4" NO -HUB Bottom Outlet Adaptor -SO"` Have a MolLfed d'(117j NO pn H468ptlpm Gna[fion. U Staanless Steel Frame •Hoer: See timer sloe pl sheet Y 10-19-17 Added -HOF TBW PJ WEIGHT VOLUME FIGURE NUMBER X 6-1-17 Revised Variations TBW Pi I POUND,; CUBIC FEAT W V 2-6-17 10-4-16 Revised Variations Revised Drawing, Re . Furn. TEW Taw pJ MD REV. PATE DESCRIPTION By CKu. 6Y SCALE: AS SHOWN ONE INCH AT FULL SCALE IF NOr ONE INCH SCALE ACCORDINGLY HORIZONTAL: NAD 1983/1991 DATUM W Z G 2 Ll W Lj O cc n U SC d L j n= m SMITH'. JAY R. LOCATION SMITH MFG. CO." 178i6 lf}iit�1 Ave 5E MFMRFH'.�F MURHIS GR7 IN1F>INAFIUNAI rroST OFFICE Q41L 52:7 ' Renton, YY A M❑NTGOWE W. AtAEAAAA lul oroea I'JSAl TEL XU P77-R5N FXX Bit ]77 i ir.n w Irsmtlh r.nm MEMBER- RR��Fry " .... 9-F'i 9931-HDF SERIES ENVIRO-FLO° li EXTRA HEAVY DIRTY DRAIN SYSTEM HYDRAULIC CAPACITY AND DEEP END DEPTHS 9931 SYSTEM Extra Heavy Duty DIN 19580 Load Glass E. 135,000 lbs - 2,788 psis. For commercial solid tire traffic patterns, tarkiitts and impacts from Steel struts or metal wheels, U 9870-461-M - 3 15I16 x 3I8 ductile iron slotted grate (34,10 sc. In) 9870-478-MADA - lnngrtudinW slot ductlle Iran grate (22.50 sq. in) 4"Note: When installing the 9930-BO bottom outlet hub on channel #1, #t N. #2 or #2N. a slight modification is required to the hub due to the cfose proximity of the channel frame at the tap Df the channel to the accessary rail. This modification will require that the angled tabs on the clips at t#ie tap of the huh must be trimmed off- The Clips willhave to be pried over the accessary rail with a screwdriver. Refer to page 12 in the installation guide for more information on this modification. CHANNEL NUMBER DEEP END IN DEPTH MM. SLOPE SINGLE CHANNEL EST CFS EST GPM WEIGHT Liss. 9931-1 5.50 140 0-6% .29 130 23.02 9931-1N 5150 140 010% .29 130 23,02 9931-2 5.75 14§ 0.6% .31 139 23.12 9931-2N 5.75 146 0.0% .31 139 23.12 99 1-3 5.00 IS2 0.6% .34 1 153 23.32 "31-3N 6.00 1 152 0.0% .34 153 23.32 14 6.2 159 TIA% £ 152 2 .4 9931-4 - 6.25 1$9 O.G% .36 162 23.42 9931-5 .50 165 0.6% .39 175 1 23.52 9931-5 ,50 165 O.G% .39 175 1 23.52 9931-6 6.75 171 0.6% .42 189 23.72 9931-6N 6.75 171 MOT. .42 189 1 23.72 9931-7 7.00 178 0,61%. _ .45 202 1 23.92 9931-7N 7.00 178 O.GT. .45 202 23.92 9931-a 7.25 184 1 ui% .47 211 24.32 9931-aN 7.25 184 O.GT. .47 211 24.32 9931.5 7.50 191 0.6% 49 220 24.32 9931.9N 7.60 191 0.4% .49 220 24.32 9931-10 7.76 197 TIA% ,53 238 24,32 9931-10N 7,75 197 OM% .53 238 24.32 9931-11 3.00 203 0.6% .56 251 24.52 9931-11N 8.00 293 019% .56 251 24.52 9931-12 8.25 210 0.6°! .58 261 24.52 9931-12N 8.25 210 0.0% .58 261 24.52 9931-13 8.�50 216 0.6°! 61 274 24.92 9931-13N 3,50 216 0.0°f .61 274 24.92 9931-14 3.75 222 0.6% .64 287 24.92 9931-14N 8.75 222 0. W. .64 287 24.92 9931-15 9,00 229 0.6% .67 301 25.12 9931-15N 9.00 229 0-WP .67 301 25.12 9931.16 9.25 235 0-60NP .70 314 25.32 9931-16N 9.25 235 0-wo .70 314 25.32 9931-17 9.60 241 0.6% .73 328 25.32 9931-17N 9.50 241 9.W .73 328 25.32 9931 18 9.75 248 0.6% 76 341 2.52 9931-18N 9.75 248 0.0% 1 .76 241 1 25.52 9931-19 10.00 1 254 0.69! .79 355 2�5.72 9931-19N 10,00 254 0-Q9/ 7$ ass 25.72 9931-20 1 10.25 260 0.6% 1 .82 368 25.92 9931-20 10.25 a60 nno, 82d 368 25.92 Note: Channel flow rates based On channels less grates and open andod. Q 10-19-17 Added-HDF TBW 100 WEIGHT VOLUME FIGURE NUMBER P 10-3-16 Revised Grate$, Removed Note TBW ma POUNDS CUBIC FEET N M 12-t1-13 8-14-13 Revised Grates &Added Note Rev. Grates TBW TBW MD MD --BS 9931 H F FIEV 0A7E DESCRIPTION BY CKO. BY TRENCH DRAIN NTS ENGINEER'S RECORD DRAWING CERTIFICATION SEE SHEET CV-1.0 FOR SIGNED ENGINEER'S RECORD DRAWING CERTIFICATION NOTE CITY OF 1;%R] 14297 RENTON Planning/Building/Public Works Dept. R-398815 IN COMPLIANCE WITH CITY OF RENTON STANDARDS RENTON DENTAL ARTS 17816 108TH AVE SE RECORD DRAWINGS STORM DRAINAGE DETAILS rn 00 N O O O T D J 4 Q U) a J Q I- Z LU DATE: Q 04/12/2019 FlELDBOOK: z PAGE O DRAWING N0: C-6.3 Z SHEET: OF: W 15 27 Cr NE 1/4OFS32, T23 N, R5 E, W.M. 00 rn co 0 w PROJECT INFORMATION ENGINEERED TIM SNELL PRODUCT 609-993-0813 MANAGER. T1M.SNELL(jpADS-PIPE.COM JOE SHEENY ADS SALES REP: 253-255-6302 JOS E PH.SHE EHY@ADS-RIP E.COM PROJECT NO: S039990 ADVANCED DRAINAGE SYSTEMS, INC. RENTON DENTAL ARTS RENTON, WA STORMTECH CHAMBER SPECIFICATIONS 1. CHAMBERS SHALL BE STORMTECH MC-3500. 2. CHAMBERS SHALL BE MADE FROM VIRGIN, IMPACT -MODIFIED POLYPROPYLENE COPOLYMERS. 3. CHAMBER ROWS SHALL PROVIDE CONTINUOUS, UNOBSTRUCTED INTERNAL SPACE WITH NO INTERNAL SUPPORT PANELS THAT WOULD IMPEDE FLOW OR LIMITACCIESS FOR INSPECTION- 4- THE STRUCTURAL DESIGN OF THE CHAMBERS. THE STRUCTURAL BACKFILL, AND THE INSTALLATION REQUIREMENTS SHALL ENSURE THAT THE LOAD FACTORS SPECIFIED IN THE AASHTO LRFD BRIDGE DESIGN SPECIFICATIONS, SECTION 12.12, ARE MET FOR 1) LONG -DURATION DEAD LOADS AND 2) SHORT -DURATION LIVE LOADS, BASED ON THE AASHTO DESIGN TRUCK WITH CONSIDERATION FOR IMPACT AND MULTIPLE VEHICLE PRESENC€& 5. CHAMBERS SHALL MEET THE REQUIREMENTS OF ASTM F2418-U, "STANDARD SPECIFICATION FOR POLYPROPYLENE (PP) CORRUGATED WALL STORMWATER COLLECTION CHAMBERS". 5- CHAMBERS SHALL BE DESIGNED AND ALLOWABLE LOADS DETERMINED IN ACCORDANCE WITH ASTM F2787, "STANDARD PRACTICE FOR STRUCTURAL DESIGN OF THERMOPLASTIC CORRUGATED WALL STORMWATER COLLECTION CHAMBERS 7. ONLY CHAMBERS THAT ARE APPROVED BY THE SITE DESIGN ENGINEER WILL BE ALLOWED. THE CHAMBER MANUFACTURER SHALL SUBMIT THE FOLLOWING UPON REQUEST TO THE SITE DESIGN ENGINEER FOR APPROVAL BEFORE DELIVERING CHAMBERS TO THE PROJECT SITE: a A STRUCTURAL EVALUATION SEALED BY A REGISTERED PROFESSIONAL ENGINEER THAT DEMONSTRATES THAT THE SAFETY FACTORS ARE GREATER THAN OR EQUAL TO 1.95 POR DEAD LOAD AND 1-75 FOR LIVE LOAD, THE MINIMUM REQUIRED BY ASTM F2787 AND BY AASHTO FOR TH ERMOPLASTiC PLPE. h. A STRUCTURAL EVALUATION SEALED BY A REGISTERED PROFESSIONAL ENGINEERTHAT DEMONSTRATES THAT THE LOAD FACTORS SPECIFIED IN THE AASHTO LRFD BRIDGE DESIGN SPECIFICATIONS, SECTION 12.12, ARE MET. THE 50 YEAR CREEP MODULUS DATA SPECIFIED IN ASTM F2418 MUST BE USED AS PART OF THE AASHTO STRUCTURAL EVALUATION TO VERIFY LONG-TERM PERFORMANCE. c. STRUCTURAL CROSS SECTION DETAIL ON WHICH THE STRUCTURAL EVALUATION IS BASED, 8, CHAMBERS AND END CAPS SHALL BE PRODUCED ATAN ISO 9001 CERTIFIED MANUFACTURING FACILITY. Qpij AD5 iK. 0 O fG N m W N J In In I N 3 0 N W N W Q 2 00 0 00 zz W 2 n- O 0 `1 z w W m z 0 z W z 0 8 z Q to w zZ J L IMPORTANT - NOTES FOR THE BIDDING AND INSTALLATION OF MC-3500 CHAMBER SYSTEM 1, STORMTECH MG-3500 CHAMBERS SHALL NOT BE INSTALLED UNTIL THE MANUFACTURER'S REPRESENTATIVE HAS COMPLETED A PRE -CONSTRUCTION MEETING WITH THE INSTALLERS. 2, STORMTECH MC-3500 CHAMBERS SHALL BE INSTALLED IN ACCORDANCE WITH THE "STORMTECH MC-35001MC-4500 CONSTRUCTION GUIDE". 3. CHAMBERS ARE NOT TO BE BACKFILLED WITH A DOZER OR AN EXCAVATOR SITUATED OVER THE CHAMBERS. STORMTECH RECOMMENDS 3 BACKFILL METHODS: • STONESHOOTER LOCATED OFF THE CHAMBER BED. • BACKFILL AS ROWS ARE BUILT USING AN EXCAVATOR ON THE FOUNDATION STONE OR SUBGRADE. • BACKFILL FROM OUTSIDE THE EXCAVATION USING A LONG BOOM HOE OR EXCAVATOR. 4. THE FOUNDATION STONE SHALL BE LEVELED AND COMPACTED PRIOR TO PLACING CHAMBERS. 5. JOINTS BETWEEN GHAMBERS SHALL BE PROPERLY SEATED PRIOR TO PLACING STONE. 6. MAINTAIN MINIMUM - 9" (230 mm) SPACING BETWEEN THE CHAMBER ROWS. 7_ INLET AND OUTLET MANIFOLDS MUST BE INSERTED A MINIMUM OF 12" (300 mm) INTO CHAMBER END CAPS- 8. EMBEDMENT STONE SURROUNDING CHAMBERS MUST BE A CLEAN, CRUSHED, ANGULAR STONE MEETING THE AASHTO M43 DESIGNATION OF #.3 OR 94. 9. STONE MUST BE PLACED ON THE TOP CENTER OF THE CHAMBER TO ANCHOR THE CHAMBERS IN PLACE AND PRESERVE ROW SPACING. 10, THE CONTRACTOR MUST REPORT ANY DISCREPANCIES WITH CHAMBER FOUNDATION MATERIALS BEARING CAPACITIES TO THE SITE DESIGN ENGINEER. 11, ADS RECOMMENDS THE USE OF -FLEXSTORM CATCH IT, INSERTS DURING CONSTRUCTION FOR ALL INLETS TO PROTECTTHE SUBSURFACE STORMWATER MANAGEMENT SYSTEM FROM CONSTRUCTION SITE RUNOFF. NOTES FOR CONSTRUCTION EQUIPMENT 1. STORMTECH MC-3500 CHAMBERS SHALL BE INSTALLED IN ACCORDANCE WITH THE "STORMTECH MC-35D01MC-4500 CONSTRUCTION GUIDE 2. THE USE OF EQUIPMENT OVER MG-3500 CHAMBERS IS LIMITED: • NO EQUIPMENT IS ALLOWED ON BARE CHAMBERS. • NO RUBBER TIRED LOADER, DUMP TRUCK, OR EXCAVATORS ARE ALLOWED UNTIL PROPER FILL DEPTHS ARE REACHED IN ACCORDANCE WITH THE'STORMTECH MC-35001MC-4500 CONSTRUCTION GUIDE". • WEIGHT LIMITS FOR CONSTRUCTION EQUIPMENT CAN BE FOUND IN THE "STORMTECH MC-350MMC-4500 CONSTRUCTION GUIDE". 3. FULL 36" (900 mm) OF STABILIZED COVER MATERIALS OVER THE CHAMBERS IS REQUIRED FOR DUMP TRUCK TRAVEL OR DUMPING. USE OF A DOZERTO PUSH EMBEDMENT STONE BETWEEN THE ROWS OF CHAMBERS MAY CAUSE DAMAGE TO CHAMBERS AND IS NOTAN ACCEPTABLE BACKFILL METHOD. ANY CHAMBERS DAMAGED BY USING THE "DUMP AND PUSH" METHOD ARE NOT COVERED UNDER THE STORMTECH STANDARD WARRANTY. CONTACT STORMTECH AT 1-888-892-2694 WITH ANY QUESTIONS ON INSTALLATION REQUIREMENTS OR WEIGHT LIMITS FOR CONSTRUCTION EQUIPMENT. PROPOSED LAYOUT i r, STORMTECH MC-35M CHAMBERS 14 STORMTECH MC-3500 END GAPS 12 STONE ABOVE (in) 9 STONE BELOW (1n) 40 k STONE VOID INSTALLED SYSTEM VOLUME (CF) 17019 (PERIMETER STONE BELOW ELEVATION 391130 INCLUDED) 4.189 SYSTEM AREA (f?) 290 SYSTEM PERIMETER (It) PROPOSED ELEVATIONS MAXIMUM ALLOWABLE GRADE [TOP OF PAVEMENTIUNPAVED) 406.70 MINIMUM ALLOWABLE GRADE (UNPAVED WITH TRAFFIC): 401.20 MINIMUM ALLOWABLE GRADE (UNPAVED NO TRAFFIC): 400.70 MINIMUM ALLOWABLE GRADE (BASE OF FLEXIBLE PAVEMENT}: 400.70 MINIMUM ALLOWABLE GRADE (TOP OF RIGID PAVEMENT): 400.70 TOP OF STONE' 399.70 TOP OF MC-3500 CHAMBER: 398.70 12" TOP MANIFOLD INVERT' 397.15 24" ISOLATOR ROW INVERT: 395.12 12" BOTTOM MANIFOLD INVERT' 395.06 BOTTOM OF MC-3500 CHAMBER' 394.95 BOTTOM OF STONE' 39420 12" ADS N-12 BOTTOM CONNECTION INVERT 1.35" ABOVE CHAMBER BASE (SEE NOTES) <= STORMTECH CHAMBERS NTS ollllll � � Illlloi ollllll � IlllllliAS SHOWN _ 855 1 ONE INCH CHECKED: AT FULL SCALE WFF IF NOT ONE INCH SCALE ACCORDINGLY --- VERTICAL- NAVD 1988 HORIZONTAL: NAD 1983/1991 DATU M MOTES • MANIFOLD SIZE TO BE DETERMINED BY SITE DESIGN ENGINEER, SEE TECH SHEET #7 FOR MANIFOLD SIZING GUIDANCE. • DUE TO THE ADAPTATION OF THIS CHAMBER SYSTEM TO SPECIFIC SITE AND DESIGN CONSTRAINTS, IT MAY BE NECESSARY TO CUT AND COUPLE ADDITIONAL PIPE TO STANDARD MANIFOLD COMPONENTS IN THE FIELD. • THE SITE DESIGN ENGINEER MUST REVIEW ELEVATIONS AND IF NECESSARY ADJUST GRADING TO ENSURE THE CHAMBER COVER REQUIREMENTS ARE MET. • THIS PLAN REFLECTS THE CHAMBER SYSTEM DESIGN BY THE SITE DESIGN ENGINEER USING STORMTECH COMPONENTS. THE SUITABILITY OF THE CHAMBER SYSTEM TO MEET ANY FUNCTIONAL REQUIREME NTS. ARE THE RE SPONSIBILITY OF THE SITE DESIGN ENGINEER. STORMTECH'S SCOPE OF WORK IS LIMITED TO THE ASSEMBLED PRODUCT DIMENSIONS AND SPECIFICATIONS FOR INSTALLATION. 75A4' THERMOPLASTIC LINER (SEE TECH SHEET #21 PROVIDED BY OTHERS) PLACE MINIMUM 17.5' OF AD S GEOSYNTHETI CS 315 WTM WOVEN GEOTEXCTILE OVER BEDDING STONE AND UNDERNEATH CHAMBER FEET FOR SCOUR PROTECTION AT ALL CHAMBER INLET ROWS 6' ADS N-12 DUAL WALL PERFORATED HOPE UNDERDRAIN (SIZE TBD BY ENGINEER) W�__ s`�rrE . �1_ - 03.10' 92.E 1 ENGINEER'S RECORD DRAWING CERTIFICATION SEE SHEET CV-1.0 FOR SIGNED ENGINEER'S RECORD DRAWING CERTIFICATION NOTE CITY OF RENTON Planning/Building/Public Works Dept. ISOLATOR ROW (SEE DETAIL) STRUCTURE 15 (PER ENGINEER'S PLAN) (DESIGN BY ENGINEER J PROVIDED BY OTHERS) 12" X 12" ADS N-12 TOP MANIFOLD INVERT 26.36" ABOVE CHAMBER BASE (SEE NOTES) STRUCTURE16 (PER ENGINEER'S PLAN) (DESIGN BY ENGINEER 1 PROVIDED BY OTHERS) INSPECTION PORT co G1 w Q �: ¢ w Ir LU D o c=i 5 u � a m 0 U Lu C Lu L < a � rc Z A, o� N G i., in N 611, a S=r w4u D L] = fl < O � J - pr 3F! E SHEET 2 OF f) R-398816 IN COMPLIANCE WITH CITY OF RENTON STANDARDS RENTON DENTAL ARTS 17816 108TH AVE SE RECORD DRAWINGS STORM DRAINAGE DETAILS 09 4 U rn 00 N O O O T J CV O 0 ^I I ` T Q J Q I- Z w Q DATE: 04/12/2019 Z ( PAGE: O I- DRAWING NO: C-6.4 Z w SHEET: 1 OF, 2 NE 1/4OFS32, T23 N, R5 E7 W.M. 00 rn co 0 w 0 0 N m W N J In In I N 3 C4 N W N W Q 2 00 0 00 zz W 2 0- 0 0 `1 U Z W m Z 0 z W z 0 8 Z Q to Lii zZ J ✓L ACCEPTABLE FILL MATERIALS: STORMTECH MC-3500 CHAMBER SYSTEMS AASHTO MATERIAL COMPACTION / DENSITY MATERIAL LOCATION DESCRIPTION CLASSIFICATIONS REQUIREMENT FINAL FILL: FILL MATERIAL FOR LAYER'D' STARTS FROM THE TOP OF THE'C' LAYER TO THE BOTTOM ANY SOIUROCK MATERIALS, NATIVE SOILS, OR PER PREPARE PER SITE DESIGN ENGINEER'S PLANS. O OF FLEXIBLE PAVEMENT OR UNPAVED FINISHED ENGINEER'S PLANS, CHECK PLANS FOR PAVEMENT NIA PAVED INSTALLATIONS MAY HAVE STRINGENT GRADE ABOVE. NOTE THAT PAVEMENT SUBBASE SUBGRADE REQUIREMENTS. MATERIAL AND PREPARATION REQUIREMENTS. MAY BE PART OF THE 'D' LAYER AASHTO M145' BEGIN COMPACTIONS AFTER 24" (600 mm) OF INITIAL FILL: FILL MATERIAL FOR LAYER'C' GRANULAR WELL -GRADED SOIUAGGREGATE MIXTURES, �35 % A"1, A-2-4. A3 MATERIAL OVER THE CHAMBERS IS REACHED. STARTS FROM THE TOP OF THE EMBEDMENT FINES OR PROCESSED AGGREGATE. OR COMPACT ADDITIONAL LAYERS IN 12" (3DO mm) C STONE ('B' LAYER) TO 24' (600 mm) ABOVE THE MAX LIFTS TO A MIN. 95% PROCTOR DENSITY FOR TOP OF THE CHAMBER. NOTE THAT PAVEMENT MOST PAVEMENT SUBBASE MATERIALS CAN BE USED IN LIEU AASHTO M43' WELL GRADED MATERIAL AND 95%, RELATIVE SUBBASE MAYBE A PART OF THE'C' LAYER. OF THIS LAYER. 3, 357, 4, 467, 5. 55, 57, 6, 67, 68. 7, 73, 8, 89. DENSITY FOR PROCESSED AGGREGATE 9,10 MATERIALS. EMBEDMENT STONE: FILL SURROUNDING THE AASHTO M43' B CHAMBERS FROM THE FOUNDATION STONE ('A' CLEAN, CRUSHED, ANGULAR STONE 3.4 NO COMPACTION REQUIRED, LAYER) TO THE'C' LAYERASOVE. FOUNDATION STONE; FILL BELOW CHAMBERS AASHTO M431 PLATE COMPACT OR ROLLTO ACHIEVE A FLAT A FROM THE SUBGRADE UP TO THE FOOT (BOTTOM) CLEAN, CRUSHED, ANGULAR STONE 3,4 SURFACE. " OF THE CHAMBER_ PLEASE NOTE: 1. THE LISTED AASHTO DESIGNATIONS ARE FOR GRADATIONS ONLY. THE STONE MUST ALSO BE CLEAN, CRUSHED, ANGULAR. FOR EXAMPLE, A SPECIFICATION FOR #4 STONE WOULD STATE: "CLEAN, CRUSHED, ANGULAR NO. 4 (AASHTO M43) STONE'. 2. STORMTECH COMPACTION REQUIREMENTS ARE MET FORA' LOCATION MATERIALS WHEN PLACED AND COMPACTED IN 9' (230 mm) (MAX) LIFTS USING TWO FULL COVERAGES WITH A VIBRATORY COMPACTOR. 3. WHERE INFILTRATION SURFACES MAY BE COMPROMISED BY CCMPACTION. FOR STANDARD DESIGN LOAD CONDITIONS. A FLAT SURFACE MAY BE ACHIEVED BY RAKING OR DRAGGING WITHOUT COMPACTION EQUIPMENT. FOR SPECIAL LOAD DESIGNS, CONTACT STORMTECH FOR COMPACTION REQUIREMENTS- 1 LAYER OF ADS GEOSYNTHETICS NON -WOVEN GEOTEXTILE ALL AROUND CLEAN, CRUSHED, ANGULAR STONE IN A & B LAYERS, BOTH SIDES OF THERMOPLASTIC LINER. SEE STORMTECH'S TECH SHEET 42 FOR NON -WOVEN WEIGHT RECOMMENDATIONS, PERIMETER STONE (SEE NOTE B) EXCAVATION WALL (CAN BE SLOPED OR VERTICAL) 6" (150 I MC-35©0 END CAP .__ ....... -' I... r- SUBGRADE SOILS (SEE NOTE 4) PAVEMENT LAYER (DESIGNED 2 5" ASPHALT PAVEMENT) BY SITE DESIGN ENGINEER) / f -10b0"GMUFFLEXOLLPAVLMENT FOR NNF•AVED^ INSTALLATIONS WHERE RL]TFING FROM VEKICLES MAY OCCUR, INCREASE COVER TO 3O-(750 mni]. 24' (2.4 m) (600 mm) MIN• MAX 12" (300 mm) MIN I r 9,. (230 mm) MIN 77" (1950 mm) DEPTHbF STONE TO BE DETERMINED BY SITE OISSIGN ENGINEER 9" (230 mm) MIN NONWOVEN 12" (300 mm) MIN � GEOTEXTILE NOTES. NON -WOVEN GEOTEXTILE 1, MC-3500 CHAMBERS SHALL CONFORM TO THE REQUIREMENTS OF ASTM F2418 "STANDARD SPECIFICATION FOR POLYPROPYLENE (PP) CORRUGATED WALL STORMWATER COLLECTION CHAMBERS". ANGULAR 2. MC-3500 CHAMBERS SHALL BE DESIGNED IN ACCORDANCE WITH ASTM F27S7 'STANDARD PRACTICE FOR STRUCTURAL DESIGN OF THERMOPLASTIC CORRUGATED WALL STORMWATER COLLECTION CHAMBERS'. STONE 3. "ACCEPTABLE FILL MATERIALS" TABLE ABOVE PROVIDES MATERIAL LOCATIONS, DESCRIPTIONS, GRADATIONS, AND COMPACTION REQUIREMENTS FOR FOUNDATION, EMBEDMENT. AND FILL MATERIALS. 4. THE SITE DESIGN ENGINEER IS RESPONSIBLE FOR ASSESSING THE BEARING RESISTANCE (ALLOWABLE BEARING CAPACITY) OF THE SUBGRADE SOILS AND THE DEPTH OF FOUNDATION STONE WITH CONSIDERATION FOR THE RANGE OF EXPECTED SOIL MOISTURE CONDITIONS. 5. ONCE LAYER 'C' IS PLACED, ANY $01UMATERIAL CAN BE PLACED IN LAYER'D' UPTO THE FINISHED GRADE. MOST PAVEMENT SUBBASE SOILS CAN BE USED TO REPLACE THE MATERIAL REQUIREMENTS OF LAYER 'C' OR'O' ATTHE SITE DESIGN ENGINEER'S DISCRETION. 6. PERIMETER STONE MUST BE EXTENDED HORIZONTALLY TO THE EXCAVATION WALL FOR BOTH VERTICAL AND SLOPED EXCAVATION WALLS. EARTH THERMOPLASTIC LINER LAP ON TOP SF S TO ANCHOR THERMOPLASTIC LINER DETAIL � rn Q Gi w a w LLu b v � 2 m z U) LLI � u <' O 0 a C a 0 COVER PIPE CONNECTION TO END CAP WITH ADS GEOSYNTHETICS 601T NON -WOVEN GEOTEXTILE STORMTECH HIGHLY RECOMMENDS FLEXSTORM PURE INSERTS IN ANY UPSTREAM STRUCTURES WITH OPEN GRATES SUMP DEPTH TBD BY SITE DESIGN ENGINEER (24' [600 mm] MIN RECOMMENDED) 24' (900 mm) HDPE ACCESS PIPE REQUIRED USE FACTORY PRE -CORED END CAP PART #; MC35001 EP P24BC MC-3500 ISOLATOR ROW DETAIL NTS INSPECTION & MAINTENANCE CONCRETE COLLAR PAVEMENT STEP 1) INSPECT ISOLATOR ROW FOR SEDIMENT A, INSPECTION PORTS (IF PRESENT) A.1, REMOVEIOPEN LID ON NYLOPLAST INLINE DRAIN A.2, REMOVE AND CLEAN FLEXSTORM FILTER IF INSTALLED A.3. USING A FLASHLIGHT AND STADIA ROD, MEASURE DEPTH OF SEDIMENT AND RECORD ON MAINTENANCE LOG AA4 LOWER A CAMERA ENTO ISOLATOR ROW FOR VISUAL INSPECTION OF SEDIMENT LEVELS (OPTIONAL) CONCRETE SLAB ET AS, IF SEDIMENT 15 AT, OR ABOVE, 3" (30 mmPROCEED TO STEP 2. 1F NOT, PROCEED TO STEP 3. THICKNESS) $'200 mm) { B. ALL ISOLATOR ROWS 5,1. REMOVE COVER FROM STRUCTURE AT UPSTREAM END OF ISOLATOR ROW B.2. USING A FLASHLIGHT, INSPECT DOWN THE ISOLATOR ROW THROUGH OUTLET PIPE 1) MIRRORS ON POLES OR CAMERAS MAYBE USED TO AVOID A CONFINED SPACE ENTRY u) FOLLOW OSHA REGULATIONS FOR CONFINED SPACE ENTRY IF ENTERING MANHOLE B_3. IF SEDIMENT IS AT, OR ABOVE, 3" (80 mm) PROCEED TO STEP 2. IF NOT, PROCEED TO STEP 3. STEP 2) CLEAN OUT ISOLATOR ROW USING THE JETVAC PROCESS A. A FIXED CULVERT CLEANING NOZZLE WITH REAR FACING SPREAD OF 45' (1.1 m) OR MORE IS PREFERRED FLEXSTORM CATCH IT B. APPLY MULTIPLE PASSES OF JETVAC UNTIL BACKFLUSH WATER IS CLEAN PART# 6212NYFX C. VACUUM STRUCTURE SUMP AS REQUIRED WITH USE OF OPEN GRATE STEP 3) REPLACE ALL COVERS, GRATES. FILTERS, AND LIDS: RECORD OBSERVATIONS AND ACTIONS. 8" (150 mm) INSERTRTEE STEP 4) INSPECT AND CLEAN BASINS AND MANHOLES UPSTREAM OF THE STORMTECH SYSTEM. PART# 6P213FBSTIP* INSERTA TEE TO BE CENTERED IN 11 I1TCL. VALLEY OF CORRUGATIONS 1, INSPECT EVERY 6 MONTHS DURING THE FIRST YEAR OF OPERATION. ADJUST THE INSPECTION INTERVAL BASED ON PREVIOUS OBSERVATIONS OF SEDIMENT ACCUMULATION AND HIGH WATER ELEVATIONS. 2. CONDUCT JETTING AND VACTORING ANNUALLY OR WHEN INSPECTION SHOWS THAT MAINTENANCE IS NECESSARY. 5 STORMTECH CHAMBERS NTS ollllll � � Illlloi ollllll � IlllllliAS SHOWN DESIGNED: uiaii _ ull uiaii = ullLRR 48855 1 ONE INCH CHECKED: AT FULL SCAIF WFF IF NOT ONE INCH SCALE ACCORDINGLY --- VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/1991 DATU M ENGINEER'S RECORD DRAWING CERTIFICATION SEE SHEET CV-1.0 FOR SIGNED ENGINEER'S RECORD DRAWING CERTIFICATION NOTE CITY OF RENTON Planning/Building/Public Works Dept. OPTIONAL INSPECTION PORT MC-3500 END CAP TWO LAYERS OF ADS GEOSYNTHETICS 315WTM WOVEN GEOTEXTILE BETWEEN FOUNDATION STONE AND CHAMBERS 8,26 (2.51 m) MIN WIDE CONTINUOUS FABRIC WITHOUT SEAMS i R 0 CONCRETE COLLAR NOT REQUIRED S FOR UNPAVED APPLICATIONS 12' (300 mm) NYLOPLAST INL€NE DRAIN BODY WISOLID HINGED COVER OR GRATE z PART# 271 ZAGBIP" F SOLID COVER: 1299CGC' GRATE: 1299CGS 6" (150 mm) SOR35 PIPE MC-3500 CHAMBER 'THE PART# 2712AG61PKIT CAN BE USED TO ORDER ALL NECESSARY COMPONENTS FOR A SOLID LID INSPECTION PORT INSTALLATION MC-3500 6" INSPECTION PORT DETAIL NTS A� o J N .F. a S=r w4u 7 p =' � J 1yyC — W� it - >a t i SHEET '4 OF fJ R-398817 IN COMPLIANCE WITH CITY OF RENTON STANDARDS RENTON DENTAL ARTS 17816 108TH AVE SE RECORD DRAWINGS STORM DRAINAGE DETAILS 09 4 m hl rn 00 N O O O T J CV C) C) 0 'A I` 1 T Q J Q I- Z w Q DATE: 04/12/2019 Z ( PAGE: O I— DRAWING NO: C-6.5 Z w Ir SHEET: 1 OF, 2 NE 1/4OFS32, T23 N, R5 E, W.M. 00 rn co 0 w 0 O ro N m W N J m I (n 3 0 N W to W Q 2 00 0 m 00 zz W 0- a 0 0 `1 z w W m z 0 z W z 0 8 Z Q w z W STORMTECH UNDERDRAIN DETAIL NTS STORMTECH CHAMBER UTLET MANIFOLD FOUNDATION STONE BENEATH CHAMBERS ADS GEOSYNTHETICS 601T NON -WOVEN GEOTEXTILE STORMTECH END CAP FOUNDATION STONE BENEATH CHAMBERS ADS GEOSYNTHETICS 601T NON -WOVEN GEOTEXTILE - �� ENGINEER 4' (100 mm) TYP FOR SC-310 & SC-160LP SYSTEMS 6" (150 mm) TYP FOR SC-740. DC-780, MC-3500 ,% MC-4500 SYSTEMS MC -SERIES END CAP INSERTION DETAIL NTS 12' (300 mm) MIN INSERTION MANIFOLD STUB MANIFOLD HEADER I! f 12' (300 mm) I_ 12" (300 mmy MIN SEPARATION IIIR T` MIN INSERTION 1505 Westlake Ave. N. Suite 305 Seattle, WA 98109 STORMTECH END CAP NOTE: MANIFOLD STUB MUST BE LAID HORIZONTAL FOR A PROPER FIT IN END CAP OPENING. T (206) 522-9510 F (206)522-8344 WWW. PAcLAND.COM DUAL WALL PERFORATED HDPE U N DERDRAIN SECMN B-B 12" (300 mm) MIN SEPARATION O MANIFOLD HEADER MANIFOLD STUB MC-3500 TECHNICAL SPECIFICATION VALLEY STIFFENING RIB CREST STIFFENING RIB L UPPER JOINT CORRUGATION BUILD ROW IN THIS DIRECTION> 45.0" (1143 mm} i 77.D' (1956 mrn NOMINAL CHAMBER SPECIFICATIONS SIZE (W X H X INSTALLED LENGTH) CHAMB E R STORAG E MINIMUM INSTALLED STORAGE' WEIGHT Nis CREST WEB LOWER .IOINT CORRUGATION FOOT 45.0" (1143mm} 77.0 1 " (1958 mmj 77,0" X 45.0" X 85-0' (1956 mm X 1143 mm X 2184 mm) 109.9 CUBIC FEET (3.11 m') 178.0 CUBIC FEET (S,Da 0) 135.0Ibs. (61.2 kg) NOMINAL END CAP SPECIFICATIONS SIZE (W X H X INSTALLED LENGTH) 77.0" X 45.0" X 22.5' (1956 mm X 1143 mm X 571 mm) END CAP STORAGE 14.9 CUBIC FEET (0.42 m') MINIMUM INSTALLED STORAGE' 46.0 CUBIC FEET (1.30 rw,) WEIGHT 50.DIbs. (22.7kg) 'ASSUMES 12" (305 mm) STONE ABOVE, 9" (229 mm) STONE FOUNDATION AND BETWEEN CHAMBERS, 12" (305 mm) STONE PERIMETER IN FRONT OF END CAPS AND 40%STONE POROSITY STUBS AT BOTTOM OF END CAP FOR PART NUMBERS ENDING WITH'B' STUBS AT TOP OF END CAP FOR PART NUMBERS ENDING WITH -r END CAPS WITH A WELDED CROWN PLATE END WITH "C" ENE) CAPS WITH A PREFABRICATED WELDED STUB END WITH "W" PART # STUB B C MC35001EPP06T 6• (150 mm] 33.21" (844 mmI — MC35DOIEPPO68 — 4.66" (17 mm) MC35001EPPG8T g, (?QO mm) 31.16" (791 mm) MC35DOIEPP088 — 0.81" (21 mm) MC35001EPP10T 10' {?50 mm] 29,04' (738 mm) — MC-35DOIEPP708 — 0.93" (24 mm] MC360018PP12T 12• (304 mm) 26,36' (67D mm) MC35DDIEPP128 — 1,35" (34 mm) MC35001EPP15T 5.(375 mm) 23,39" (594 mm) MC35DOIEPP158 — 1,50"(38mm) MC35001EPP18TC 18' (450 mm) 2D.03" (509 mrnj — MC35001EPP18TW MG3500]EPPI8BG — 1.77"(45mm) MC35091EPP188VV MC35001EPP24TC 24" (SDp mm) 14.48" (360 mm) — MC350DIEPP24TW MG3500] EP P24 BG — 2.0fi"(52mm) MC350CIEPP246W MC35001EFP30BG 30" (750 mm) — 2.75" (T0 mm) NOTES ALL DIMENSIONS ARE NOMINAL STORMTECH CHAMBERS NTS gAY 90.0" (2286 mm) ACTUALLENGTH 22,5" (571 mm) INSTALLED 25.7" (653 mmj CUSTOM PRECORED INVERTS ARE AVAILABLE UPON REQUEST. INVENTORIED MANIFOLDS INCLUDE 12-24" (300-800 mm) SIZE ON SIZE AND I E 48" (315.1200 mm) ECCENTRIC MANIFOLDS. CUSTOM INVERT LOCATIONS ON THE MC 3500 END CAP CUT IN THE FIELD ARE NOT RECOMMENDED FOR PIPE SIZES GREATER THAN 10" (250 mm). THE INVERT LOCATION IN COLUMN'B' ARE THE HIGHEST POSSIBLE FOR THE PIPE SIZE, � rn Q w F ¢ w LLI b Lv � 2 m z w z LU w IL a � a a� N J 0 in m zV 4 m M4 w D0 a x � J vJ vY a SHEET 5 OF 5 SURVEYED: SCALE: WRH A DESIGNED: AS SHOWN LRR 48855 DRAWN: ADO GIST �C�4 CMD ONE INCH �E �1� CHECKED: 'IONAL 5'S, AT FULL SCALE WFF IF NOT ONE INCH NO. REVISION BY DATE AP P R APPROVED: SCALE ACCORDINGLY VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/1991 DATUM ENGINEER'S RECORD DRAWING CERTIFICATION SEE SHEET CV-1.0 FOR SIGNED ENGINEER'S RECORD DRAWING CERTIFICATION NOTE CITY OF RENTON Planning/Building/Public Works Dept. IN COMPLIANCE WITH CITY OF RENTON STANDARDS RENTON DENTAL ARTS 17816 108TH AVE SE RECORD DRAWINGS STORM DRAINAGE DETAILS 09 4 U rn 00 N O O O T J L N O C) 0 ^I I ` T w Q J Q I- Z w DATE: 04/12/2019 Q ( PAGE: O DRAWING NO: C-6.6 Z w Cr SHEET: OF, 18 27 NE 1/4OFS32, T23 N, R5 E, W.M. 00 N M M o* Manifold, Scour Fabric and Chamber Assembly Initial Anchoring of Chambers - Embedment Stone CD Stor ech- - - _CD JV&TNor+• Retention • Waler awfIfy ".. :_ , ` StormTech Construction Guide divrslbnof a _ ` U REQUIRED MATERIALS ANB EQUIPMENT LIST + t L • Acceptable fill materials per Table 1 • Woven and non -woven geatextiles _ — - • StormTech solid end caps, pre -cored and pre -fabricated end caps • StormTech chambers, manifolds and fittings NOTE: MC-3500 chamber pallets are 77" x 90" (2.0 m x 2.3 m) and weigh about 2010 lbs. (912 kg) and MC-4500 pallets are 100" x 52" (2.5 m x 1.3 m) and weigh about 840 Iles. (381 kg). Unloading chambers requires 72" (1.8 m) (min.) forks and/or tie downs (straps, chains, etc), = IMPORTANT NOTES: A. This installation guide provides the minimum requirements for proper installation of chambers. Mon -adherence to this guide may result in damage to chambers Install manifolds and lay out woven scour geo- Align the first chamber and end cap of each row Continue inslailtng chamber rows by overlapping Initial embedment shall be spotted aloe the centerline of the chamber event No ui `vent shall be operated on the bed at this stage ct the installation, during installation. Replacement of damaged chambers during or after backfiling is costly and very time consuming. It is recommended that all installers are familiar p `� y q p p 9 textile at inlet rows [min. 17.5 ft (5.33 m)1 at each with inlet pipes. Contractor may choose to postpone chamber end corrugations. Chamber joints are anchoring the lower portion of the chamber. This is best accomplished with a Excavators must be located off the bed. f]tlmp trucks shall not dump stone with this guide, and that the contractor inspects the chamfers for distortion, damage and joint integrity as work progresses. Inlet end cap. Place a continuous piece (no stone placement around end chambers and leave labeled "Lower Joint— Overlap Here" and "Build stone conveyor or excavator reaching along the row. directly on to the bed. Dozers or loaders are not allowed on the bed at This time. B. Use of a dozer to push embedment stone between the rows of chambers may cause damage to chambers and is not an acceptable backflll method. Any chambers seams) along entire length of lsolator�l Row(s) in ends of rows.open for easy inspection of -chambers This Direction —Upper Joint." Place non -woven geo- � damaged by using the "dump and push" method are not covered under the StormTech standard warranty. two layers. during the backfill process. textile over Isolator Row chambers (if specified). 00 B. Care should be taken in the handling of chambers and end caps. End caps must be stored standing upright. Avoid dropping, prying or excessive force on chambers during N removal from pallet and initial placement. MalTitain minimum - 9" (230 mm) spacing Backfill of Chambers — Embedment Stone C) Requirements for stem Installs �r�� between rows 0 q Y Manifold Insertion StormTech Isolator Raw Detail o EM +O uER PF+): COrdEC11QNT0`END rrV6M WSF=TIQN Pau 1 r ow —) . ,PWrTH n4 QF.0PNTF1E7JC5W1T HR]RIf1ECNENO CJP ROr♦+I✓7ktN SLa rpxnLe - uA%. 6--_ -r , lL • -,1-`� 1 S " hI�NIFo�o aYi.6 r AMXIroLo MURK _. C-Tt+&-SIN I� ii I l .._� - - --� - I ,... I. ti: •,: - T - OR ..— - n+ +i7 .. - mil• ,I,--- I-1rl I...._ II J1, _ IIS 1. UMNOLE UNEVEN 13ACKFILL EVEN BACKFILL PERIMETER NOT BACKFILLEB PERIMETER FULLY BACKFIL.LEO .; rl NNTpN _ 1 Backfill chambers evenly. Stone column height should never differ by more than Perimeter stone must he brought up evenly with chamber rows. Perimeter tlfE DESIGN Ff[O EI 12' (300 mm) between adjacent chamber rows or between chamber rows and must be fully backfilled, with stone extended horizontally to the excavation wall. NOTE: MANIFOLD STUB MUST BE LAID HORIZONTAL FOR APROPER FIT IN END CAP OPENING arK,aamm,.mrEaccEesFeEREquwm Tvrourerrn �r>Usaeosarr�ncs91LA.11.u1[I+EN perimeter. U9c. FACTORY r'Ri-0UREP FTR P9P 4FU'rF.rrILE aF1ufE4 WUNPA1raI S74NF rRP CN+4+,R3iRA Excavate bed and prepare subgrade per Place non -woven geotextile over prepared sails Place clean, crushed, angular stone foundation Iaam a v+16e STriPS prG�A6ol 1 aTSa. ml3Y!•ITHIE SiAIPe IMuxn! engineer's plans. and up excavation walls. 9' (230 mm) min. Install underdrains if required. Insert inlet and outlet manifolds a minimum 12' Compact to achieve a fiat surface. (300 mm) into chamber end caps. Manifold header Call StormTech at 888,892.2694 for technical and product information cr visit www.storrntech.com 1 enduca be a minimum 12" (3QQ mrn) from base of 2 Call StormTech at 888,892.2894 for technical and product information or visit www.storrntech.com 3 N P O 0 0 I Table 1— Acceptable Fill Materials Figure 1 — Inspection Sort Detail Table 2 — Maximum Allowable Construction Vehicle Loadse � Backfill of Chambers - Embedment Stone and Cover Stone I I + . 1. 36' (9w rafnlj of slahlhieri cover materials nvarlhe sharTrbors I : r r . r r + + Max Brum Weight isrff C A rllJrrllrf for hill flrlm truck lraverartd dumping. ,,� , , r • r � r,,'+ • r r ! r i t ... (0 Final. Fill: FIII 1latrlal for layer D' Any soiftrk mat Nls, nallwe I N A Prepafe perslte design 2nglnBef S plans, Pavgd PAVEMENT CONCRETE COLLAR 2- Vunng paving aper illons, dump lrtrck.We brads on 4?4' ' r I r ^ startsTrom the top of the `C' layer tv the soils m per engineLv's plasrs. insiallaGons may have shingenl material and I (6dt0mm) or cover may be necessary. Precaulions siweld Final. Fill 361,19001 32.00011421 16,000 [711 12' 13051 3420 [T641 38.000 [1691 L.L boom of flexible pavanerA ar unpaved ChwK plaps for pavement preparation fequiruwts. 1T i eoo 4YUWW"L6& r1oEa be taken to avoid ruffrrrg of the road base layer, to ens+.ire Material CDmpacled 18' {4571 235d [113J fmished grade above %ao p Ihal N p� suNmde requlrEmmis. _ l - : ' DMINCoVeFO W,a:+, 18' 14571 3 5f) f 89] nwl subbw ma raa. rl vt lhe'a' la RART37712AG,WI that cumpacrion mg9ireinents have been rrlrst, and that J y p COFtC1tETEFiR6 J ..p SRLUGOVEFX1a99CGC N' [762] 1510[721 - - Q Inwal FiR: RII Worisl for" Grar,vlo welkgmdad soiliaggregale AA�s C M145 Begin cornpactinn of a X {Gov mmI of nl cwial uAr +r r48 m �IMIN TI I1LKKSr �, b 1�NCGa rftirrlmrinr nl2 i' �6� firti] vl cover Briefs over the _ 3fi' 19141 1310 [63] 'C'slans from 1ha top of Iha embedment rMutes, <35% Fini s OI pfacessad A-1, A-2-4, A-3 Mo Ombm IsfNdBd, Campadadditlwir layers In dp m+ ars. Cootie? St airr'r7ech for addit oval guldvive vrr (0 Ir &I Fill 24" [60b1 32.00011421 i8.,0001711 12'_ [3B5] 2480 [t 191 20,0()0 [891 -- rj:- - - :IEXRTURM CATCH IT enG ('f3' fayer) to 24' (5i10 mm) atJove aggregate. Musl pavement s ul m of 112' ( mm) max, fLlista a min. PreGlgr vAR1#b21?N1Fx '1 dlipss'abf� 3k}� 1R3d rltlrrRf pa WRY. �$ {4�J 1 ��� [ ] [ Material compacted the lop of the Chamber. We ihat malviMs can be used in lieu ul this I AmH1'o M49 for mikgraded rnalvial end 95%R121 +density Inc Or sPECIPIeD? 24'[6101 1430 [681 _ paVamenl subNm may be part of IN layer. 13,367,4 , 467> 5 56. 67, s. prowssed aggregate rrW als. 3. Gf vnU llrt?ssll+e for 1raCk dQ� rS 15 iht� vehlrle apPrBlrrry M' [7621 1210 [581 6i, 4i, .t3,✓ .�, tiJ 70'rmm HNSERTA TEE 16'{256 mmiA65 r+f12 3{)� [�14 i tQr'� [57] =• T I !•AATi1DN175T4551 KIRL PIPE w6phl divided by total yfound contact area for bolh cracks, ] _ GUNT Ig Embedment Mom Fill the Green. crushed. angular stave AASHiO M43` No Nnactlon reNnd. R7 OFZRUOaT16N CrFSSTT E1ovators wflf exer7 higtar gmund peeuums based on 24' [6001 24.D00 11071 12,000 [531 12' [3051 2245 [1071 16;D00 [711 ' surrounding surrmbding clfambers from 3.4 loaded buCkel,rraight and boom akferlsion. Loose}Durn* 18' 14571 1625 [78] tttefnilnrlation stone ('A' layer)to fhe'c' X [6101 1325 [63] a . above. I _ � CHAMBER 4. fcB4O00iGs13:629 k9J can ire l+sertf It+flip 30' 17521 1135 [541 at _ _36• [g14J 1010 [4$] Foundation Stone: FIII tielpvV Clean, Brushed, erlgubarstfule AASHIU Mai' Place and oampacl in 9" (230 mm) max lifts using lelTst 12" (3f71J Rrrrl) alstone over filmehanrbers and are36'[9141 c mberstrorn the suLyada up to fie that 3, 4 Iwo lull coverages wilh a vlbratury cvmpaclw' 1 limited by 1f1e maximain grotlfrd presslfes ra TaNe9 2 baser! 18" [4%! 24,000 [1071 12,000 [5M] 12- 1305J 2010 [961 5,060122] Continue evenly backfilling between rows and around perimeter until embedment Only after chambers have been backfilled to top of chamber and with a (hdom) 0 ft dwriW. on;t full bucketaf maxrrrrrlmr boom exlgrrsiorl. 18 [4571 1480 [711 ($]alit Iuad$ only)s I stone reaches tops of chambers and a minimum 12" (300 mm) of cover stone minimum 12 (300 mm) of cover stone on top of chambers can skid loaders �:' 24" [6101 1220 [581 is in place. Perimeter stone must extend horizontally to the excavation wall for and small LCP dozers be used to final grade cover stone and backfill PlEASENOTE _ 30'_' [762J _ 1060 [51] 1. The listed AASHTO dastgnaNnns are for gradollans oMy.. The slave roust alsa be clean. crusrred, angular. for example, a a. StormTech `files not ragly(ra compautfun or lnifial i♦rt at 16" j both straight or sloped sfdewails. The recommended backfill methods are material in accordance with ground pressure limits in Fable 2 Equipment s nCifltafldrr f0t#431dda wuulAslalo: "61eao, crushed, an uiarAa. 41 AASHTO lH43 stone'. � Embedment 12" [3fl0] 1Vt3T ALI_QtiVEf) N4TALL04NEQ 12' 13051 1100 NOT ALLOWED P 4 ( 1 f4S0 n11r,1 nl ctrver. However rz�irUerirQlits by Ditto`s for 8' Skane 18' 145T] 7151341 with a stane conveyor outside of the bed or build as you go with an excavator must push material parallel to rows only. Never push perpendicular to rows. 2. Sforinrecflcampacngn requlremenis ark met far 'A•laca0w marerral$ wh$rrplaC€doadcompacledr m 9" 123amol fmax) fills uslrrp i 150i ain lfffs rimy neee%dafe Me use of sr0allerrrrlpoaurs 24, I6101 660 [321 inside the bed reaching along the rows. Backfiliing while assembling StormTech recommends the contractor inspect chamber rows before placing ❑vo fullcoverapes WWI ribralnrycompaalor at 1.8"(450 nim) of rover. 30' I7621 580 [231 chambers rows as shown in the picture will help to ensure that equipment final backfill. Any chambers damaged by construction equipment shall be 3. N`irerelrrfJllrafiarrsudaeesrnarbr comprised by cempechon. lursfaadardrnsfailaflwrsaaJafandarddesiprx load condition`, a Mr! 6' [150J N6T ALLdW'EH N01 t�LL04VEG NOT ALLDWEa NOT ALLOWED' NDT ALLOWED reach Is not exceeded. removed and replaced. slrrfaee may pe 0006nd by raking or drapping wllhorvi compaclim noipment tar sprclalWif designs. contact 5l0rmTecn tar 6. Storage of male;tals such as coostrocuon rnaterals, compacilara regdiremenls, o4vlpmenf. spwis, ate_ shau(d nit be locateu' over Mo. Final Backfill of Chambers - Fill Material Inseib Tee Detail SlorfnTuh system The use al equiprllentovet the Table 3 —placement Methods evil Descriptions Figure 2 — Fill Material Locations StormTech 5ysfarn rwlcoieemd fn Table 2 rex. soil mixina • ' eovpmerrf, r7<was. etc) 15 Nmifed, P use conlacl " Mp RT T+AT r'LSER T.^.T4F AT 5torntTacfl Ant nrrara infnFinatidrr. • ' r . cN"'�" J A" 4EORYWIIETICSAGIT NDN- R WN GEDTFXTILE AJIRROUNO PAVEMENT LAYER MESIEMM � Final Fill A +rail of laeemenl methrxls may bC 3fi" (900 mmyy minimum cover po2efs to push parallel to Flaller travel uapallef to taws JL CLEAN. CRUSHED, ANGULAR STONE N A k B L AVERS BY SITE DE51GN ENGMEER} P I p p T. Arlowable track loads based on Irehkc a travel only. M�;al used. Aii Construction loads mull nvl required Sir durrlp IPiNs la jroln�s.4 aniy until 36' (900 mm) i. cDN �rrNaE PIPE - - -_ �xC.�lratOfS Shaif 110t QpBrale IJr7 CltalpitSBr licit S unfpi the IOtdf exceed Gfe maximum Imps In Table 2. dump Duet chambers. compClQd cover is reacherj. ~ ��.'_[ Ji••. MAMMALLIAWYARti .:SPxwn+.Reap`-rx erFyMy�cr,rrR�R.n�i4Tn .. A _._. "'> r-n.; '+!Ph'sr ."r - 24' Mc-45m = Yar IL[ mlMax baL'kftfFrcashes 3 foot 9StT trrrrrJ over th>? arllirP bed, ~ '-• __ ._ . ��_ IPVG HL1PE. ETG� i :..�[. PERIM E { `_ �:1- .�'+: •, • �.. "_. l�l---.. �r I CEWf nj MIN, MC.Q5GU-B Ir 12.4 mI M'4x • EiF_1t StDH � � dUKAgx 12• i9Gllnimj MN Initial Fill Excavator positioned all bed return At;phail can ba dumpers into small LGP track dozers arld Use dynamic Ivrce o-f Mailer MatQrfl meffded, Small exca'uator allowed onf paver when compacted skid; loaders allowed to only after campacted fill J'.:CB1 = t chambers. Small dozer allowed. vement subbase reacfles rode cover stone wl,h S1 depth aches 24" {600 mm] n " , mmj'abve lop ofeast 12 300 mm stone Duet ehambefs. Roller trove[ r N9E{rATfE �+:u. .! .. �::_.' : iCAN8E5LOpEDORVEh31c1L1 MC-i5W.W3 I!25m ) 4 (h00 ( ) WSERTATFET09C - MCS567-45filASmmS chambers, undertracksatakllimes. paralteJvchamhatrows'nn1y, OVER GID R61EfON ADS."Terms and Condibons oI Sale' are avallahie on the ADS wsbsite. Equi enl must push rnreu ccaP�caTioN 4 _ Once layer'C' is Placed - _ PLA.CEAU&GEOSYNTXE? C-3315 WOVEN ^r� '''y I i any sdvmatedal can www.ads-plpe.CAm p3[al eel t0 fdWS all tlfliES, cE°Txx11LE11YNMRIDONINSEaL`TEE gECTIOW sm VWN A be placed In Iayer'D� Advanced nraiina e 5 s eems, the ADS I o. and the teen slrE c ore -- INL.ET OVERaEOCHIGs FOR SCOUR - 9 y N 9 p - - - -_ o@PTH OF aTow TD IRE PEFERw0v PRbG OT EAML SIOE WLET r1'MW 15 ONs, ' ; , � J :=,-! . - L BY SITE RESIGN ENGNEER 9' 230-1 Mv1 up !v the finished fe istared trademarks DI Advanced Drama e 5 stems. EunbGdnterd No egUipment a cared an bare chamt rs_ Na whet;! load$. allowed- ND tracked Gquipmenl is tdp `otters allowed, ,I. cEOT xTaE Must&No n•,1w m. I u� 45�-ta• iaoe�.m 7 e�N s rode. Mast aaemanl y PRSTCKWAMA FOOT tIUiISFR M4rpWNPER OF MERWr FROM BASE OF — — j" NC-r.5{I4- "Jul s,p n:nll p H SIGN t)$C exCavarar Or ANT canVeyDr Material must tic placed allowed nn chambers until u j M9ERTAiEE CHANElRpq MC 3599.8 [,+5 mmI r �N — — t� {goo q TYP sul7gaae cols r2n ea StormTech and the isolator" Row are registered trademarks of 4'IIYAmm, A'nWmrn1 END( -AP SUprURMESOILS e730T^^�1MN MC_2517G•77"[49E5mmI positioned off bed or an fuuntfation oulside the lifnits of the a min.12' (300 MM) cover 1{r mG— 4%10_mm meReuwd to Te egml I Ta 01a 816 0 ,Inc $tone to EVGnly fill around all chambers Chamber bed_ stone is in place. of layer V or'O' 91 the #1 f}816 87}19 ncrea +a•1��1 �•c+�o'R+'r marerlals Le ulrements to at least the top of chambers. wc4seo- rlaoorml �'nsB r dFs�ncngk,eers N Install non -woven geotextile over stone_ Geolextile must overlap 24' (600 mm) min. URM 1T13.-1 lrm4_diseredon. @2014 Advanced Nainage Syslems, Inc, Naundation ND StormTech restfldions. Ganlractof responsible for any oaffdit[ans or requirements by others relative to subgrade bearing dCl PART NWBUS WILL VARY onp ON INLET PIPE K,4TEML5. WSERTA TEE FrrnkGB AVAILABLE FO R:S7R M SUR 35. SCH AB P3 ��Stu�Ca ,d8W2lGr ng or Cr protection at 51iqIA�rfade. w where edges meet. Compact at 24' {600 mm) of fill. Rokler trove! parallel with rows CONTAG: STORMMCH FURM RE NFORMATIUa. G ga7EDBE441IMFWEL0./41,'.WSTORM.C.QNORCOCTILFRON St p i Call StormTech of 888.892.2694 for technical and product information cr visit www.storrntech.com 4 Call StormTech at 888,892.2894 for technical and product information cr visit www.storrntech.com 5 Call StormTech at 888,892.2894 for technical and product information cr visit www.storrntech.corn 6 S m STORMTECH MC-3500/4500 CONSTRUCTION GUIDE 1 Nrs e � R-398819 00 1 IN COMPLIANCE WITH CITY OF RENTON STANDARDS Z W W a ENGINEER'S RECORD `1 DRAWING CERTIFICATION Q Q J SEE SHEET CV-1.0 FOR SIGNED ENGINEER'S Q W g,ANK F g,AY RA RECORD DRAWING CERTIFICATION NOTE ti�� �F WAS kt��?�� y��S �F WASk �� LzLI SURVEYED: SCALE: DATE: _ o �' _ WR" "ONTAL NA 119� RENTON DENTAL ARTS / / A HORIZONTAL NAD 1983/1991 04 12 2019 DESIGNED: AS SHOWN U CITY 0 F Z LRR 17816 108TH AVE SE FlELDBOOK: DRAWN: RENTONPAGE: 37679 A 46855 CMD RECORD DRAWINGS DRAWING N0: I— vi 1505 Westlake Ave. N. T (206) 522-9510 �O� ��GiSTER� ty�� �o� ��GiSTEg�� ��� ONE INCH DATUM 1 �SSIONAL E��l �SSIONAL E��l CHECKED: gTFULLSCALE Planning/Building/Public Works Dept. STORM DRAINAGE DETAILS C-6.7 Z M Suite 305 F (206) 522-8344 IF NOT ONE INCH w Seattle, WA 98109 WWW.PAcLAND.COM APPROVED: SCALE ACCORDINGLY 19 27LU N0. REVISION BY DATE APPR SHEET: OF: J ErlL w �J N 3 0 N N lb W N J m I 3 N N W to W Q 2 H 00 O f0 00 z w 0- a 0� 0 Y 2 z z W m z 0 z w z 0 a i w zz w HORIZONTAL BEND VALVE ANCHOR J"" `•fti ti TEE VERTICAL BEND 5HIM PLATE uun4mr% r-�-UG PLUGGED END FOR FUTURE EXPANSION D � c 1505 Westlake Ave. N. Suite 305 Seattle, WA 98109 OFFSET -1" BARS ALTERNATE VERTICAL BEND NOTES- i Y .f PLUGGED TEE Y PLUGGED CROSS 'Q PLUGGED CROSS 1. ALL CONCRETE FOR BLOCKING SHALL BE A F1 VE (5) SACK M I XC 2. ALL BLOCKING SHALL BE PDURE0 AGAINST FIRM, UNDISTURBED EARTH. CONCRETE BLOCKING DETAIL VS10N DATE SCALE LH5TRIGT APMOVAL MAY 17. 2011 I•, I 10 � NAME M: \SODS CREEK W&5\DESIGN STANDARDS\WTR DTLS\W- 1 THRUST BLOCK T (206) 522-9510 F (206)522-8344 WWW. PAcLAND.COM N TS JUNE 02, 2011 13VYG. i+ll0, W-'1 2" CUBE KNESS )UIRED) 2 1/4" CUBE (INSIDE MEASUREMrNTS) 1 /8" MINIMUM THICKNESS NOTES: LENGTH A5 REQUIRED TO PUT OPERATING NUT TWO (2) FEET FROM SURFACE_ EXTENSIONS ARE RLOUIRED WHEN THE VALVE NUT IS MORE THAN FOUR (4) FFFT BELOW FINISHED GRADL. EXTENSIONS ARE TO BE A MINIMUM OF TWO {2) FEET LONG. ONE EXTENSION IS TO BE USED PER VALVE. ALL EXTENSIONS ARE TO BE MADE OF STEEL, SIZED AS :NOTED, AND PAINTED WITH TWO (2) COATS OF METAL PAINT. VALUE OPERATING NUT EXTENSION p0mSION DATE SCALE ❑ISTRiCT APPROVAL DAZE A!'PROYED MAY 17, 2011 NT5 K.V- JUNE 02, 2011 FILE 4 W—a NAOWG. NO. M_\5pp5 CREEK w&S\CESFGN STAN(}ARDS\YVTR pTLS\IN-1�d YY 1 VALVE OPERATING NUT EXTENSION N TS CORPORATION STOP VUELLER B-2CIU13 (IPT) OR FORD F650D WATER SERVICE t OMAC 501—$ POLYETHYLENE PLASTIC STAINLESS 57EEL PIPE WITH FORD 110. 72 STRAP SADDLE STIFFENER INSERTED IN (IPT) OR EQUAL I ....� r'>✓-•�r� END OF PIPE CLASS 52 DUCTILE IRON I WATER MAIN PLAN CORPORATION 5TDP D COMPRESSION PACT( JQIf+IT, FORD C16-44 (IPT) PACT: JOINT COUPLING CLASS 200 OR MUELLER H-15454 DCOMPRESSION PACK ,10INT "Wp,TEE,� 5FR'410E R INSERT �I,�kryLC�� 3at�L WATER MAIN STRAP SADDLE (IPT) OR E[DUAL ELEVATION NOTES! 1, SERVICE LINE FITTINGS.- ALL FIT71NGS SHALL BE CAST FROM WATER WORKS BRASS CONFORMING 70 C800. 2- MUNICIPAL SERVICE PIPE: IRON PIPE SIZE ID, ASTM D-2239, SID R 7, PE 3408 (HI—MOL PLASTIC) WITH 16 GAUGE TRACED WIRE. WATER SERVICE CONNECTION ONE INCH REV151pN DATE SCALE DkSfRiCT APPR4VAJ, DATE A15PROV0 MAY 17, 2011 NTS iS-V. JUNE 02, 2011 FILE NAME M! \500S CREEK W&S\DESIGN STANIbAI�DS\WIR DTLS`rW-15 DWG.NO. 1" WATER SERVICE CONNECTION N TS 1" WIN. - 2" .MAN. FROM INSIDE FRONT WALL CrF M=R BOX (TYPICAL '011 ALL SERVICES) COMPRESS40N PACK JOFNT ADAPTER, MUST BE CAPABLE 4F RECEIVING 3/4" OR 7" ANGLE STOP WITH NO ADOITIONAL FITTINGS 1' HE-Q01< PLASTIC PIPE, CL 200 i— 6" TO TOP OF ANGLE STDP 3/4" & T" SERVICES 1 ( TYPICAL) FOR STANDANO 5/$"x3/4" METER, USE 3/4" ANGLE STOP W/LGCK WING, FORD NC. KV63--342'N OR MUELLER H-14259 SERE& FOR 1" METER. USE T" ANGLE STOP wAOCK WING, FORD NO. KY53-442W OR MUELLER H-14259 SERIES. SINGLE SERVICE NO1LS; . 1. DO NOT I�ACKF9LL UNTIL ALL BRASS FITTINGS HAVE BEEN INSPEETE10 BY THE DISTRICT. 2 WATER METER BOXES SHALL BE A MINIMUM OF 5 FEET FROM POWER VAULTS, HANDHOLE5, STREET LIGHTS AND ELECTRICAL SERVICES AND SHALL BE A MI# ;VUM OF 3 FEET. FROM OTHER WATER METERS, SERVICES. FIRE HYDRANTS AND SLOrWOFr A SSEMB U E 5. 3. METER 80X SHALL 8E SUPPLIED BY DEVELOPER OR CONTRACTOR AND SHALL BE PER STANDARD DETAILS W-17 AND W-16. TYPICAL SERVICE DETAIL REV6101f DATE SCALE AP ROVA: 4-23-14 NT5 K. V FU NtAVE R-- \GAD` L)ETAL%\AUTDCAD\SOGSCRX\WATEf4\W-18 TYPICAL SERVICE N TS SLPTEV0ER 23, 20,4 DWG. NO W-16 R-398820 W-398801 FOR INFORMATION ONLY U 00 N O O O T Q 1� H cn Q J 'z LU 0 z 0 z LI J rY N 3 0 N N m W N J m I In 3 N N W In W Q 2 H 00 O f0 OD n z w m a 0 0 Y Q 2 z z W m z 0 z w z 0 a i w zz w f• frr;� - MID -STATES PLASTIC HDPE METER BOX NO. BCF132412B D � c 1505 Westlake Ave. N. Suite 305 Seattle, WA 98109 CARBON HDPE LID #13244252 MARKED "WATER" HDPE DIETER BOX & LID FOR 1 " METER I; L J _ • , 241', ` E 4huE Ir \CAL'\:]tIAlL\AuTOtAb\SDOSI,K%WAIE w-18 DWG. NO. W-18 1" METER BOX & LID T (206) 522-9510 F (206)522-8344 WWW. PAcLAND.COM N TS 5" To ANGLI 3/4" & 3 (TyF INLCTI OUTLET EQUAL UIST. INLET OU-LrT EQUAL, ❑IST NOTLS' 1. THE: ANGLESTOP5 MUST BE EQUAL DISTANCE FROM THE LONGIZIDINAL SIDES OF 7HE METER 90Xc THE TOP OF THE ANGLESTOFS MUST 9F 6" BELOW THE $I0 7TOINd OF THE METER BOX LID. THE ANGLESTOPS MUST BE BETWEEN 1" AND 2" FROM THE LATITUDINAL END OF THE METER BON AND MUST BE VERP.CAL (9W) TO GROUND LEVEL, 2. THE ANGLESTOP CONNECTION ON THE CUSTOMER'S SIDE OF THE METER MUST REM kjN IN A %IERTiC.AL POS17ION AFTER THE CONNECTION TO THE CUSTOMER'S LIME HAS BEEN COMPLETED. 3. THE METER BOX MUSI R.WAIN ERE€ OF FOREIGN MATERIAL SUCH AS CONCRETE & ITS BY—PRODUCTS, 4. METER BOX SOPPLIED BY DEVELOPER/CONTRACTOR. METER BOX SHALL BE FER STANDARD DETAILS W-17 AND METER INSTALLATION 41510" DATE SCALE:DErF{IQT APPRG74 9-23--14 _ f,tTS E NAME -' R: \ CAD \DETAIL\AUTI)1CA \540SCRK\WATER\w-19 METER INSTALLATION. N TS K.V. SEPTEMSER 23, 2014 DWG. NO, I W-19 --` SEE PIPE SLEEVE DETAIL CONC. BLOCKING 11} —VENT BOX SHALLL BE STANDARD WATER METE€? DOX PFR + BRASS PIPE, DETAIL W-17. PLAN SEE BY—PASS DETAIL INSTALL ON VAULT 1 SIDE W7H THE LEAST CONFLICTS. FINISH GRADE wATLRTIG'�-� c° SEALED -V4" 90' PVC BEND -Y," ELECTRICAL PVC CONDUIT 6" / T comc.— 12 9 12" MIN SEE PIPE 8LOCKING f , SLEEVE DETAIL 8 ELEVATION 7 74 9E IN57ALLED PIPE SLEEVE I DOUBLE C �HECk BY ❑157RICT VALVE W/PORi$ LEAD & OAkUM GATE 17 DR EP4Y VALVE SEALANT PIPE GATf VALVE —CEMENT VQ'f TLT TEST PLAT (TYP)-/ rEST VALVES- PACK 3/4" 90' BEND BY-PASS DETAIL (BRASS PIPE) PIPE SLEEVE DETAIL * SEE SHEET 2 FOR ADDITIONAL MOTES & MATERIALS DOUBLE CHECK DETECTOR BACK LOW PREVENTION ASSY. g REVISION ❑ATE IISCALF DIS7RICT APPROVAL DATE AF SHEET 1 OF 2 MAY 17, 2011 NT5 K.V. JUNE 02. 201i FILE NAME M: \SOOS CREED{ w&S\DESIGN STAN0ARD5\WTR bTLS\W-25A [)WG. ND- 2 A PIPS SIZE VAULT SIZES CATALOG VAULT # COVER # BASE 3" & 4" 575— LA 575— BL 57TL— 30C 575— BL 6" & E" 4484—LA 4484—ML 4484TL-3CC 4484—EL 10 51106--LA 5106--ML 5106TL-30C 5106—BL GENERAL NOTES: 1, PAINT AL_ INTERIOR METAL INCLUDING PEPL, VALVES, A14D FIT-nNGS WITH TWO COATS OF EPDXY A5 APPROVED BY THE DISTRICT. USE TNEMLC SERIES 135 GHEVIBIJILD, MODIFIED POLYAMIDOAMINE EPDXY. APPLY PER MANUFACTURERS INSTRUCTIONS. 2. THE ABOVE VAULT SIZES WERE SUPPLIED BY UTILITY VAULT CO. AS A REFERENCE FOR REQUIRED VAULT DIMENSIONS. SHOP DRAWINGS SHALL BE SUBMITTED FOR APPROVAL. 3. ALL ACCESS COVERS MUST BE MARKED "WATER" & BE LOCKING & TRAFFIC BEARING AS REQ'D BY DIST. 1MTH THREE (3) TAPPED 5/B" HOLES (SEE STANDARD DETAIL W-250). SQUARE HATCH MAY BE USED. SUBJECT TO APPROVAL BY DISTRICT. 4. CLASS 52 D.I. PIPE J5 REQUIRED. MATERIAL LIST a HATCH CAST IRON OR ALUMINUM MANHOLE GRATE AND COVER (SEE #3 ABOVE). LADDER RUNGS CAST IN PLACE 3/4" GALV. BAR AT 12" !O.C. OR FABRICATED ALUMINUM LADDER SECURED AT TOP AND BOTTOM. 3 CONCRETE VAULT— SUBMIT DETAILS FOR APPROVAL (SEE TABLE ABOVE). DLTECTOR DOUBLE DETECTOR CHICK VALVE ASSEMBLY MUST BE APPROVED FOR INSTALLATION IN WASH9NGTON STATE, TYPE SHALL BE APPROVER BY THE DISTRICT. 5 VALVE TWO EACH, AWWA, FLANGED C5 & Y GATE: VALVES WITH HA DWHEELS. MUST BE LOCATED INSIDE OF VAULT. 6 COUPLING ADAPTOR- TWO EACH, CAST IRON, FLANGE BY MECHANICAL JOINT WITH RESTRAINT. FLOOR DRAIN 4" PVC, SLOPED TO STORM SEWER OR DAYLIGHT TO DRAINAGr DITCH. ALTERNATE: WATERPROOF VAULT w/ XYPEX & SUMP PUMP. ALTERNATE MUST BE APPROVED BY THE DISTRICT AND WILL BE ALLOWED ONLY IF DAYLIGHT DRAIN IS EXTENDED OVER 300 FEET. WATER METER 5/8" x 3/4" TO BE INSTALLED BY THE DISTRICT. PIPE STAND 1" SCHEDULE 40 GALVANIZED PIPE STAND & 13ASE BOLTED TO FLANGE. 1 D TEE 3/4" BRASS WITH 3/4" PLUG_ 11 GATE VALVE— — 3f4" BRONZE BYPASS GATE VALVES (ASTM 362). 12 WATER MAIN CLASS 52 D.I. PIPE WITH RESTRAINED JOINTS. i3 WALL FLANGE— TWO EACH * SEE SHEET 1 FOR ADDITIONAL DETAILS SHEET 2 OF 2 DOUBLE CHECK DETECTOR BACKI'LOW PREVENTION ASSY. �?EVISLCN DATE SCALE 9IsT�cT APp� j4 DATE APPROVE6 as/DSJtti13 rtrs K.V os rILE NAME F: \T]FTAILS\S0-DSCR# WATER W-259 f~ WG. NO. W-25B DOUBLE CHECK DETECTOR BACKVLOW PREVENTION ASSEMBLY DETAIL AND NOTES N TS R-398821 W-398802 FOR INFORMATION ONLY U m 0o N O O O I T Q J H H cn Q J I- z Lu 0 z O I— z Lu rY N 3 0 N N m W N J m I 1n 3 N N W N W Q 2 f- 00 O f0 OD z W m a 0 0 Y Q 2 z z W m z 0 z W z 0 z a i Gi w zz w REMOVE EX_ WM AS REO'D DI CL. 52 SPOOL LENGTH AS LENGTH AS x LF REO'D NEEDED NEEDED MJ SLEEVE PROPOSED UTILITY W/MEGA—LUGS I A (SEE MOTE BELOW) EX_ DI OR A/C Wkf — — — — — — — — — — — 1"?C. bE QR A/G WM r VERT. THRUST BLOCK f�717 W/ REBAR STRAPS DI CL. 52 SPOOL x LF REVD (TYP. OF 2) I (TYP. OF 2) 45` BEND (MjxMj) PROPOSED DI CL. 52 4VM �� W/MEGA—LUGS (TYP. OF 4) ALL BELLS HETWEEN FITTINGS 12" MIN. VERT. CLEARANCE SHALL HAVE FIELD—LOK GASKETS. BETWEEN UTILITY & TOP OF WM UNLESS 07HERWISE SHOWN ON PROFILE, IF CROSSING GRAVITY SEWER MIN_ 18" VERT. CLEARANCE REQUIRED (SEE NOTE 2 BELOW) NOTES; I. MEGA —LUGS SHALL NOT BE USED ON EXISTING WATER MAIN PIPE IF FXISTING PIPE IS CLASS 50 D.I. OR A.C. PIPE. MJ SLEEVE TO BE INSTALLED ON CLASS 50 D.I. Plp_ TRANSITION! COUPLING TO BE INSTALLED ON A.C. PIPE. BLOCKING SHALL BE DETERMINED IN NIELD B? DISTRICT FIELD REPRESENTATIVE. 2. SANITARY SEWER SHOULD BE LOCATED BLOW WATER MAINS IF POSSIBLE_ GRAVITY SEWERS MAY BE LOCATED A80VE WATER MAINS AS LONG AS THERE tS 18" MIN, SEPARATION AND THE WATER MAIN IS CASED FOR AT LEAST 10' EACH SIDE OF THE CROSSING. �. PRESSURE SEWER MAINS SHALL ONLY BE LOCATED BELOW WATER MAINS WITH 18" MINI, SEPARATION WATER MAIN SHALL ALSO BE CASED FOR 10' EACH SIDE OF CROSSING. EPA 1505 Westlake Ave. N. Suite 305 Seattle, WA 98109 TYPICAL UTILITY/ WATER MAIN CROSSING VISION DATA SY,• E DISTRICT APPROVAL HATE APPROVED MAY 17. 2011 N'S K_v_ JUNE 02, 2011 E NAME M: 500E CREEK W&S\1)ESICN 51ANDARR5\WTR DTLS\W-32 DWG. NO. W-32 UTILITY/WATER MAIN CROSSING T (206) 522-9510 F (206)522-8344 WWW. PAcLAND.COM N TS 11\\\II� ,11111JJ �uuIII ouuu iuuul 1 SUBGRADE i 8' MIN. ORGANIC TOPSOJL� PER KCC 16.82.100 TDP SOIL s5� iuOMPACTfliI PIT RUN 3n MINU5 PIT RUN 3" MINUS 3` MIN. 3' MIN. 95% CO1PACTON RU5+iEO ROCK CRUSHED ROCK 5/8"-1 1/2- 7/8"-1 1/2" NATIVE MATERIAL IF NATIVE MATERIAL IF APPROVED BY DISTRICT PIT RON 3" MINUS APPROVED BY PIT RUN 3" WNUS AND RIGHT —OF --WAY 90% COMPACTION CRUSHED ROCK DISTRICT AR6 90% CCWPAC71ON CRUSHED RflCI{ AGENCY CONSTRUCTION) 5/V"-1 1/2" PERMITTING AGENCY REPRESENTATIVE I 12" MIN. 903 COMPACTION 12" MIN. 90% COMPACTJON i - - SAIvD SOIL ENGINEER APPROVAL SAh1i1 SOkL ENGINEER APPR4VAi- COMPACTION TEST REQUIRED & COMPACTION TEST REQUIRED PEA GRAVEL PEA GRAVEL 5/15' MINUS CRUSHED 5/8" MINUS CRUSHED 6" fMIN.A IMIN. i f f } f 2"-4" ROCK DR 4 j 2"-4" ROCK OR SOILS ENGINEERING94% COMPACTION f OTHER MATERIAL SOILS ENGINEERING---909 COMPACTiON 07HER MATERIAL DETAIL NEEDED f LISTED ABOVE DETAIL NEEDED LISTED ABOVE NOTES: 1. BEDDING —IN RIGHT OF WAY, ORIVEWAY PARKING LOTS. PAVED AREAS, AND NON — PAVED AREAS. 2. BEDDING FOR RIGID PIPE —NATIVE MATERIAL UNLESS �kUDGED U.NSUiTABLE BY THE DISTRICT AND RIGHT—OF—WAY AGENCY CONSTRUCTION REPRESENTATIVE. 1 TRENCH BACKFILL, BEDDING AND MATERIAL TO CONFORM TO RIGHT —OF --WAY AGENCY SPECIFICATIONS AND DISTRICT STANDARDS. TRENCH WIDTHS NOMINAL PIKE DIAMETER MINIMUM EARTH MINIMUM ROCK MAYIMUM 2 18 24 36 3 18 24 1 36 4 18 24 36 6 21 24 36 8 24 24 36 12 28 28 40 (IN INCHES) TYPICAL TRENCH DETAIL REVS10N DATE SCALE DISTRICI APPROVAL DAlt APPROV1 D _ MAY 17, 2011 NITS K.V. JUNE 02, 20, FiLE NAME M:\SDOS CRFF-K W&S\DESIGN STANDARDS` WR DTLS\W-33 DWG. NO -33 TYPICAL TRENCH N TS NOTES; 1. BEDDING --IN RIGHT OF WAY, DRIVEWAY PARKING LOTS, PAVED AREAS, AND NON — PAVED AREAS. 2 RFDDINIG FOR RIGID PIPE —NATIVE MATERIAL LIDLESS JUDGED UNSUITABLE BY THE DISTRICT AND PERMITTING AGENCY. 3. TRENCH BACKF'ILL, BEDDING AND MATERIAL TO CONFORM TO PERMITTING AGENCY SPECIFICATIONS AND' DISTRICT STANDARDS. TRENCH WIDTHS NOMINAL PIPE DIAMETER MINIMUM EARTH MINIMUM ROCK MAXIMUM 7 18 24 36 3 16 24 36 4 16 24 36 fr 21 24 36 a 24 24 36 12 za 28 40 (IN INCHES) TYPICAL TRENCH DETAIL (OUTSIDE ROADWAY) REYISJON DATE 5GALE I DISTINCT APPROVAL PAIE APPROVED MAY 17, 2011 NTS K_V_ JUNE 02, 2011 FIX NAME Md \SOOS CREEK W&S\DESIGN STANDAR5S\WTR DTLS`kW-34 DWG. NO. I W-34 TYPICAL TRENCH (OUTSIDE ROADWAY) N TS R-398822 W-398803 FOR INFORMATION ONLY U m 0o N O O O T Q D J cn I— Q J I— z W 0 z O I— z w rY NE 1/4OFS32, T23 N, R5 E, W.M. 0o co co I 0 W PAVEMENT NOTES 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. F ACE OF CURS 51 F1• fir. r� Top OF r • a Ex`' .- Ire A. ROADWAY w a • � � CLMENT CONCRETE TRAFFIC CURB AND GUTTER FACE OF ADJACENT CURB -8 i+3.---• FLUSH wires GUTTER PAN AT SIDEWALK RAMP ENTRANCE T: 12 1;2C ti TOP OF r la-R, ROADWAY 6: DEPRESSED CURB SECTION AT SIDEWALK RAMPS CEMENT C:."1wkE T� Sit• R. "j }-R SIDEWALK RAMP ll CR LANDA'IG VARIES FRum F- , 5'TOa i r _ TrFREMOLDEV JOINT FILLER CEMENT CONCRETE PEDESTRIAN CURB AT SIDEWALK RAMPS AND LANDLNGS FAG£ OF ADJACENT CURB - 6 1:2'� SEE DEPRESSED CURB DETAIL THIS SHEET TOP OF V2. R, ROADWAY 7 DEPRESSED CURB SECTION AT RESIDENTIAL DRIVEWAYS ONLY. FOR COMMERCIAL DRIVEWAYS SEE STD PLAN tD4.2 FACE 4F CURE I � 4sirr f 51J2rt, r VT R. FACE OF ADJACENT CURB I I � TaPOF ROADWAY GUTTER SURFACE - Y t 1' R. •y VR a CEMENT CONCRETE ? ` e '• • ' TRAPFiC CURB DEPRESSED CURB DETAIL AT RESIDENTIAL OR COMMERCIAL DRIVEWAYS, AMC) ALLEYS GENERAL NOTES' 1. See 1Plandard purls 102 and 101 1 for curb i:Kparebiw and mrtrac,,on ialn, spa&g. 2. Mai used. 3. For Depressed MofwNibr Drlaewsy Curt b Gutter SecWn, See Standard Plan 154.2 W In W , PUBLIC WORKS _ DEPAfiWENT 00 m 00 f\ z W 2 D_ 0 4 `1 2 z z W m / 0 z W z D C / z Q 0 N 1505 Westlake Ave. N. Lj Suite 305 W Seattle, WA 98109 CEMENT CONCRETE CURBS CEMENT CONCRETE CURBS SECTION T (206) 522-9510 F (206)522-8344 WWW. PAcLAND.COM N TS c�xr 810EwAl3i ".5" ASPHALT: 1/2-INCH 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 N TS �r t)E, -0 A1ONOUT4C CILM a GUTTER (SEEDETAL 7455iIF II TYPE C2G - ISOMETRIC VIEW (COAAMERCUIL, WITH BUFFER) CEMENT CONCRETE CUM a a U1iER ME NOTE 3) NOTES 1. When a driveway width exceeds 15 feet, construct a fuli de sh expansion jaint with 310' Jolnt filler along the driveway Lena llnas rAwOrcum (sea rLd. plan 102). Consbvdt expansion Idnts parallel with the : : - - SU..CEFRMIED04MDETA11 cerrWeris as roquirad Tat TT mxi amum spacing when driveway C9rML%CT1oN J4iNt ° ON THIS sH= Widths Exceed $1y. ISTD PLAH,n2 silt r - 1JYR Twor 2. Sea std. plan 102 forsldewalk details. �` -- - +- 'f RoanwAY 7'1 J 3. Curb and gAer shown, other curb designs may be specified. Sae atd. plan 101 far curt} details.wI 4. Not used.a -S 5, The englnow wlII deel gn siI driveways to Include elevatons ai all NaTE 0RaVfEWAr;J0WnDLRftEWANFAI3N points marked with symbol "X". All elevations are alt the back of JCIWI15 MVkLL IW r_U L DEFYH f#EPr 9SED MONOLITHIC CURS $ GUTTERDETAJL curb top an uphill side. 8_ Not used. T. FarD vaway Wi&M see DRIVEWAY STMDARaS (Sea NOTE 14), The errp;w mart joints (see atd. plan 102) shall be spaced Eta shown In the earreapor ding lsameut view. S. Slopes shall comply wlih Bectlons R303.2.1 or R303.2.2 or x - PACE Or AWAGENT CUFM R30323 of the Revised DrafL GLddaHnes for Accessiblonbl1c s_ Rights -of --Way LTFNovcmbex 23, 2005 (PROWAG). 9. Curb returns for any Type C-MAT( Ddveti ay may be approved on {r 8 case -by -case basA. T y r R CiifTiER St7F7FACE I a r r 10. MEET STANDARDS ,L Menton Mumc€pal Cade #RMCj Title IN 13mmlopment RegulaU= p v . CKA" R 6 STREET AND UTILITY STANDAADS SElctlon 4-643M MEET STAN DARDS DEMESSED CURB DETAIL AT MM(MHTIAL OR CAWIIEACIAL DRIVEWAYS. AND ALLEYS DRIVEWAY STANDARDS - Kunlun Municipal Code (RMC) Title IV De"loprMent Regulations DTiveway xamGsle. TYPE C 1 3 I 1 CHAFFER R-Rerldenta. C=ComamrC* CITY-WIDE PROPERTY DCV ELOPMENT STANDARDS r'JLUTIber of Luis. Seddon 44•090 PARKING, LOADING AND DRNEWAY {rrtAlc-4 Lis nsCorrvRrrnlaq REGULATIONS �t W�p). 91�nksFJ4t3L,iter - - 4" PORTLAND CEMENT CONCRETE (4000 PSI COMPRESSIVE STRENGTH PER WSDOT STD SPEC 9-03.1) 3" CRUSHED ROCK BASE COURSE va °d (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) NOTES: 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 CEMENT CONCRETE SIDEWALK (ON -SITE) N TS 5AEWALN RAI.1Pa; 9'MMI ,� V!•RlE i5EE N01E 7r _ fr Lrim, I a LF OF pa" ONryEw,av RE9W,F� 3,1- E%PA NSIOHI JOINT Mfl.i Si• EIL W W SIDR AOlki ITrP r ISEE LTD PLAN 1Ga �h, �t$EE $rk �Lr,N+oAI 1DehAL3t 9Le�h'E7TT 09VVA TE I3 I� WY9,fIL'CTYiN JCiAP �� 13EE NOTE r CL1ErliCLx3Gi8 trv_ya y4,e11 42H IV J g PJA° L UJTTM-r SLOPE .1 ism NOTE it 1191 DO!{TAACTid� JIC,rVr jT,rP ] Tall 3m PL1BJ PLAN VIEW FOR PLANTER WIDTHS GREATER THAN 0 &NOW SEE NOTE e� Ir aL SIM°JLRI 5 FEET, THE SIDEWALK SHALL NOT BE DEPRESSED AT THE DRIVEWAY. I� {,ri IANL EEE NOrfEIT•g I:erurlr oor¢cAtr[ `�- 31pEVrALw ._ 1LA'fIw+TLSIOrI JOIf•n�*.I SECTION {W 80EWA�K WIG�H 14% M1ff F ENI E IN S.'*K MAF - �� r r--41K4Y/k4w: r{.+rL1E !LOPE is: DF-_ JIC M[ EYAGOElrAT6-H .pr ,v : L ! • T]Rl-JFX'AY f TQ (YIr1. ON DeIL'k1YRr Yrr A�L9L,kTTF# i tD� PLII3LJC IfORKS CEMENT CONCRETE DRIVEWAY SM. PLAN LID42 PUBLIC WORKS CEMENT CONCRETE DRIVEWAY PH DEPARTMENT' ENTRANCES - NOTES AND DETAILS DEPARTMENT ENTRANCE - TYPES C•iB, C2B, ¢min sl.itleF �" C3B, and C-MAXB (WITH BUFI"EF } T: CEMENT CONCRETE DRIVEWAY -TYPE C2B (MODIFIED) N TS cj A A c c�' SURVEYED: WRH DESIGNED: LRR A 48855 DRAWN: �10 ��GCMD i STEg�� ly�� �SSI ANAL F��1 CHECKED: WFF NO. REVISION BY DATE APPR APPRovED: SCALE: AS SHOWN ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY For NOTES see STD: PLAN 104.2 SM. PLAN - 104.4 VERTICAL: NAVD 19M HORIZONTAL NAD 1983/1991 DATUM 5" PORTLAND CEMENT CONCRETE (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) NOTES: 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 % N TS s9E€corrTRAG11 �.-d_ I._D. Rau. UIdIC ��`• S'7'UNl R. rnw.€ CUM NOT INCLUDED IN BTDITEh1- w:r.L� 1 Ii S• SEEfWSEDEDGE ll ONIPRENIDLCED ,'-p' WDEWAIN DETAIL -Tr119 SKEET jV1W FR.L@R ALLCU{off] NhN. {SEE CONTRALTI a LOP°i t,�' Im+r R. g1YP'1 WITH RAISED EDGE ` 1 5A NOT IHCLLTDECI IN arO rT:M - sri L,k� b'8- Ir", PREM11"'M FPNSHED GRADE V tIN 15ETr3 JOINT FaER TOP OF COrdCREFE SJRFACE 2 -L Sr0[wAL K ADJACENT TO CURB -AN LSEE QDNTRAU_n 1M'IW FI 1TYPi R• �L�r r: ml,: CURB WYINCLUDED N Em Fro-i - �' , 5 _3 sRmaE rs1 anIESYR,rLN k • am ON) pNW FaIER .•3 WALL 6R BARRIER RAKJNG JWN1 FrL1ER ADJACENT TO CURB GAMIER -SEE SIDFWALK {S1EEP FY.L SL0PE57 coFrrRAcr PIJSA� see cnri, RJLC wJs E ax MsR1iIER CURET NIT INL'AUtWD IN BID gCIA - S'dE+•euK �� • f 55r _i• --- _"* .y trr I A.vER1iCAi YJALL- Le' IIht1 PREMOLOED 55E DETAL 700N7 ER FLIIT'IP.I , * • iA ADJACENT TO CURS AND RAILING OR WAIL 33' NNJ PREF40L0E0 JOIATY FILLER y1PEVr'ALK BLJFFERS*RIP ISEi: CONTgAL--TI 15a NOTE IV1 1 rZ' IINI R- SIDEWALK ADJAC F NT TO WALL DETAIL CURS NCR MCLu 1ED IH IND rrLM - r,��F • r �. LEVEL VY I •r 1rnrN. FINISLWI 11 GRADE 1'{IN}ReLovy TOP OF -cow T 5u4T,ACE roA PLAFfnNG - PLUSH IF PXI+Ed F ,'t • 4 • r ... ADJACENT TO BUFFER 5'rR€P J' • �• � I'+I a +• ► • • ' ` � aFlooniEOFINISH • r �� A-WIOE 5MGU7H �• - .` TROwELEO PERIµET'{R RAISED EODE DETAIL t • �r EXIfN❑ SMUMLK TRANSVERME JO:N75 TD INCLUDE RAME7 SDGE At CEAIEW CC4%C9ETE CURB IWFm AxDGLfIN FISHOWN. -' NO' INCLUDED MJ e10 rTld . . s for NOTES sae STO PLAN 104.2. Paved surfaces must comply with .. , STD PLAN 102.1 as applk-abla aNL- 1d-Tv 114 CIMDEWAI6N LY " ow IN 31oEWALK ONLY �'AN.9,ON JOIRf IN MOTH 'E l'r-1 .E•J •� GJRS AND SIEHcWALK �; SEE STO Pi►JI 1411• F • I•R O •� F: f. JOW AND FINSH JOINT DETA 1L ,E EXPANSION JOINT C GDf+fTRAETlON JOII,IT SM. PLAN - 102 +I * PUBLIC WORKS CEMENT CQFICRETE )I'R4 'E1? IMPARTMENT SIDEWALK CEMENT CONCRETE SIDEWALK (OFF -SITE) ENGINEER'S RECORD DRAWING CERTIFICATION SEE SHEET CV-1.0 FOR SIGNED ENGINEER'S RECORD DRAWING CERTIFICATION NOTE CITY OF 3;0 RENTON Planning/Building/Public Works Dept. N TS R-398823 IN COMPLIANCE WITH CITY OF RENTON STANDARDS RENTON DENTAL ARTS 17816 108TH AVE SE RECORD DRAWINGS PAVING AND SITE DETAILS U 0000 N O O I T Q D J T LL W Q J I- Z LLJ DATE: Q 04/12/2019 FIELDBOOK: z PAGE: O DRAWING N0: I- C-8.0 IZ SHEET: OF: W 23 27 NE 1/4OFS32, T23 N, R5 E, W.M. 00 rn co I 0 w 0- 0 co N En W N J m I 3 0 N W 0 W Q 2 00 0 00 zz W 2 0- 0 0 `1 2 z z W m z 0 z W i z 0 Z to W z W NOTE 1. LOCATE AT EDGE OF PARKING SPACE UNLESS ACCOMPANIED BY "VAN" LETTERING ACCESSIBLE PARKING SYMBOL D � cc 1505 Westlake Ave. N. Suite 305 Seattle, WA 98109 N TS T (206) 522-9510 F (206)522-8344 WWW. PAcLAND.COM 12" ,{ I REFLECTIVE ALUMINUM RESERVED LEGEND AND BORDER - GREEN PARKING WHITE SYMBOL ON BLUE BACKGROUND BACKGROUND - WHITE 00 °a TYPICAL AT ALL HANDICAP SPACES THIS SIGN TYPICAL AT ALL "VAN ACCESSIBLE" VAN PARKING SPACES ACCESSIBLE PENALTY SIGN WITH WORDING AS REQUIRED BY STATE OR LOCAL LAW -------GALVANIZED "U" CHANNEL POST CDCD LLJ (n � o 4" DIA. SCH 40 GALVANIZED STEEL m � PIPE BOLLARD PAINTED OSHA YELLOW o � o FILLED WITH CONCRETE ~ � PAINT CONCRETE BLACK CDw "' AFTER CURING ;1 o AT ASPHALT LOCATIONS �4000 PSI CONCRETE 1'-6n ACCESSIBLE PARKING SIGN N TS 'BAND - OR MOUNTING ON EXISTING ME'rAL POLE OR ILUMINAIRE 4" MIN. 5/16%2-1 /2" GALVANIZED BOLT WITH GALVANIZED WASHERS, T Ln FINISHED �l a LINE a IN 1. DIMENSIONS FOR THE PARTS JSED TO ASSEMBLE THE BASE CONNECTION5 ARE INTENTIONALLY NOT SHOWN. BASE CONNECTIONS ARE PATENTED. MANUFACTURED PRODUCTS THAT ARE IN COMPLIANCE WITH NCHRP 350 CRASH TEST CRITERIA. THE BASE CONNECTION DETAILS ARE SHOWN ON THIS PLAN ONLY TO iLLUSTRA T E HOW THE PARTS ARE ASSEMBLED. 7. A 2" (iN) POST WITH A 2 1/4" (IN) PSST ANCHOR OR A 2 1 /a" (IN) POST WITH A 2 1/2" (IN) PSST ANCHOR MAY BE SUBSTiTUTEf). SEE CONTRACT PLANS. .1. PERFORATED 5QUARE STEEL POST SHALL MEET THE REQUIREMENTS OF W,SOOT STANDARD SPECIFICAMN 3-06. 4. USE ONLY BASE CONNECTION MANUFACTURER SUPPLIED HARDWARE THAT MEETS THE REgUJREMENTS OF WSDOT STANDARD SPECIFICATIONS 9-06 ANO 9-20. EDGE OF TRAVELED ROADWAY o' FOR REFLECTORIZED SIGNS: MOUNT FACING 3'(degree) OUTWARD IF SIGN IS WITHiN 30 FEET OF RCADOiAY 516f4 PACE ORIENTAT1011114 Q• SIGN POST o. a �� A . o e . 8 � a LOWER SIGN r 5/16" CORNE41 BOLT P057 SUPPORT GED SHQU/8 ('N 4T w NU1 AND WASHERS �- 2 REDUIRED {TYP.} 9oLT STOP FOR SIGN PGST TYPE STA SIGN SUPPORT LOWER SIGN POST SUPPORT - 2.25" (IN}, )-GAGE, HOT -DIP GALV., HEAVY-DUTY ANCHOR �,�WkCOMMERCIAL CONCRETE MOUNTING ON METAL POST SIGN MOUNTING ON SINGLE STD. PLAN- 129 #fI PL1BIdC M41ENT METAL POST' DEPARTMENTNT (ADOPTED) APPROVED: [a -A f SIGN MOUNTING ON SINGLE METAL POST 3 N TS cj A A c c�' SURVEYED: WRH DESIGNED: LRR A 48855 DRAWN: dos ��GCMD I STEg�� ly�� �SSIO�1 CHECKED: WFF NO. REVISION BY DATE I APPR APPROVED: SCALE: AS SHOWN ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY VERTICAL: NAVD 1988 HORIZONTAL NAD 1983/1991 DATU M 7„ 1'-0" ENGINEER'S RECORD DRAWING CERTIFICATION SEE SHEET CV-1.0 FOR SIGNED ENGINEER'S RECORD DRAWING CERTIFICATION NOTE CITY OF RENTON Planning/Building/Public Works Dept. 1 16 DIA. HOLE°____17 i_____ _ „ (TYPICAL) =1 6" 6" #8 REBAR X 3'-O" LONG (3 PER CURB SECTION) FILL TOP WITH #3 BAR (TYP) MASTIC OR CONCRETE AFTER SETTING 2'-5' 1 %" 1'-0" 2'-0" 21-51 1 7„ 1,-0„ 1,-011 PRECAST CONCRETE WHEEL STOP N TS R-398824 IN COMPLIANCE WITH CITY OF RENTON STANDARDS RENTON DENTAL ARTS 17816 108TH AVE SE RECORD DRAWINGS PAVING AND SITE DETAILS U 0) 00 N O O O T Q Q J I- z w DATE: Q 04/12/2019 FIELDBOOK: z PAGE: O DRAWING NO: I--- C-8.1 z SHEET: OF: w 24 27 Cr N 4D LO O O U 0) 00 N O O O T /t L � N O O O T r PLANT LIST May 5 2017 AREA BY NUMBER SQUARE FOOT OF PLANTING AREA SHRUBS REQUIRED AT 1/ 20 SF SHRUBS PROVIDED PER AREA 1 490 25 39 2 1 380 19 30 3 900 45 45 4 144 8 28 5 144 8 28 6 164 9 12 7 90 5 9 8 660 33 46 9 153 8 28 10 450 22 28 11 90 5 9 12 90 5 9 13 420 21 46 14 656 33 109 15 1 184 9 29 16 1 132 7 1 18 QUANTITY SYMBOL PLANT SIZE SPACING tfo AZ6F ACALEA 6;4 WA" PUSH (A 2 GA LOK TRI" SP 24 CAL CALLUNA V. CON BRIO 1 GALLON CAN 24" Mi. 5? l 20dill ANNtVAlS SCdEA 15� .1:l�tD. _\ _ c 6ac�oN 4 CALG CALAMAGROSTIS X KARL w.1 GALLON FOERSTER/ FEATHER REED GRASS .tIL t� _ f3uXK _ �uxU� I�OF�NSt�- _ _ _--- - t�=:21,`I�t •� JL JL IL IL 5 CORNK CORNUS KOUSA%CHINENSIS Z . " ALIPER CHINESE DOGWOOD MULTI-TRUNKED 12 CORNM CORNUS SANGUINEA MID 5 GALLON le"to WF WINTER FIRE 24" ht/sp. 4' oc 12 COTA COTONEASTER APICULATA 5 GALLONl to 24" ht /sp 36" oc 'f '. • i S11 32 7-1 5 R P PmAISTI AG T Vie' ORIENT SHRUB FOR BEST - APPEARANCE. REMOVE ALL IF PLANT IS BALLED AND i BROKEN, DEAD STEMS BURLAPED THEN REMOVE DO NOT DISFIGURE PLANT TREATED BURLAP. FOLD •'jr D BACK NATURAL BURLAP OFF k TOP OF ROOTBALL. A L PROVIDE SLIGHT FINISH GRADE ' 3 �.�•�-$ � L �� WATERING SAUCER - - , AROUND 5 GALLON AND •. LARGER PLANTS 2" HT. TYP. \ MULCH (1/2" DEPTH IF RHODOS OR AZALEAS.) S5 OTB " r EXCAVATE HOLE 2 TIMES I ' 2' DEPTH PREPARED TOPSOIL DIAMETER OF ROOTBALL. ✓ PIP topTRI C9TD COTONEASTER DAMMERI 4" POTS AT 18" SP ERICA ERICA PS PATRICK 1 GALLON CAN 5t9 1!24,rTFj. SQ. 61 ERICD ERICA DARLEYENSIS SPRING 1 GALLON CA SURPRISE e24" IRI• N. 5 HEM HEMEROCALLIS STELLA D'ORO 1 GALLON 24" TRI DAYLILY SP 30 LONN LONICERA NITIDA 2 GALLON CAN, 15-18" HT SP, 36" I TRI SP 8 MISCYJ MISCANTHUS YAKU JIMA 1 GALLON PRUN PRUNUS LUSITANICA/ 24" HT/ SPREAD OC PORTUGAL LAUREL 4 108 PRUNMV PRUNUS L. MT. VERNON 1 GALLO CAN AT 30" TRI SPACING 11 PRUNO PRUNUS LAUROCERACUS 18 to 24" b/b 4Z" OTTOLUYKEN/ OTTOLUYKEN TRI SP LAUREL PYR THUJA PYRAMIDALI5 EMERALD 5'- 6'8/8, 2.25 ' GREEN OC PYRA PYRUS CHANTICLEER 2.5" CALIPER, 7 CHANTICLEER PEAR PYRM THUJA PYRAMIDALI5 EMERALD 3-4-8/8, , 2.25' OC GREEN i 25 y�y TAXLG5 TAXU5 LOW GREEN SPREADER 2 GALLON CAN, 30" TRI SP 12� ROW R06EMARY OFFtcIlNA Ws CxLot - 2 THUJ THUJA PLICATA HOGAN 7-8'8/8 46 VIBD VIBURNUM DAVIDII Ci GALLON 30" TRI SP r 3• n .C> ,o ON M . %0 O Oki v 00 •yo••'•::�:;.,•,y;•:ti:�"'Stiff :Y:'.�. ..4 ` , 00 00 00 } �'~ N In X '~ r- 4- L V ch 14— OuIli o Lu Q 3 Z E Z-0 o E LUq0 E Q"o �L J N V) SEAL: STATE OF LASTATE REGISTERED DSCAPE ARCHITECT KENNETH E. GE KLLA LANDSCAPE INC. y CERTIRCATE #301 1 � W V) Ln O SPACING "A" SPACING "B" # OF PLANTS/SF SCALE: 1" = 10.01 JOB NUMBER:' 6" o.c. 5.20" 4.60 DRAWN: KEL 8" o.c. 6,93" 2.60 CHECKED: 10" o.c. 12" o.c. 8.66" 10.40" 1.66 1.15 0 5 10 ?S DATE: R/IA`�i $,17 15" o.c. 13.00" .738 REVISIONS: 18" o.c. 15.60" .512 " o.c. 2.80" .290 30" o.c. 26.00" .185 TREE SPECIMAN CENTRAL 3085 36" o.c. 30.00" .116 LEADER SHALL NOT BE CUT SEE GROUNDCOVER PLANT KEY FOR MAXIMUM TRIANGULAR 1/2" DIA. BALCK FLEX SPACING "A". THIS CHART IS TO BE USED TO DETERMINE GARDEN HOSE WITH NUMBER OF GROUNDCOVER PLANTS REQUIRED IN A GIVEN AREA. 16 ga. TIE WIRE. SECURE - Q I� A THRU "X"BRACE • • • • • — 1x3 HEM FIR STAKES ui A\ 1OPTIONALB 2x2 HEM IMETHOD FOR R STAKES SHEET TITLE: O WATERING �— EVERGREEN TREE INCLUDES PLANT LOCATION SAUCER / \ 3 EQ. SPACED GUY WIRES L• AN D S.cAps FLAK = TREE AROUND W/ 2"x2"x24" CEDAR STAKES 0 0 0 0 0 / \ SPECIFIED MULCH PLANT SPACING CHART L TREE WELL AROUND TREE 4" DEEP LANDSCAPE NOTES FOR USE WHEN PLANTS ARE SPACED EQUIDISTANT FROM EACH I MIN. 48" DIAMETER OTHER, AS IN ALL MASSED SHRUB/GROUNDCOVER PLANTINGS =I PREPARED SOIL BACKFILL 12" MIN. 11- PERMIT SET 1. LOCATE NEW PLANT MATERIALS SO AS TO NOT DAMAGE EXISTING PLANT MATERIAL. DIGGING, TRENCHING OR - REMOVE TOP 1/3 OF BURLAP ADDING SOIL OVER THE EXISTING ROOTS SHALL ONLY BE DONE AT THE DIRECTION OF THE LANDSCAPE ARCHITECT. PLANT S PACING C HART i I -I I li I I 1. WIDTH OF PLANTING PIT SHALL BE 2. LANDSCAPE ARCHITECT RESERVES THE RIGHT TO ADJUST PLANT LOCATIONS. 24" MIN. 3 TIMES LARGER THAN ROOT SHALL 3. TREES SHALL BE PLANTED AT A MINIMUM OF 2 FEET FROM ALL CURBS AND ENDS OF PARKING ISLANDS. L-1 SCALE: N,t S. BALL. PRE -STAIN ALL WOOD. 4. PREPARE SUBGRADES BY PROVIDING 2" DEPTH COMPOST OVER ALL PLANTING BEDS AND ROTOTILLING TO A DEPTH 2. i STAIN ALL FIELD CUTS OF 4-6". PROVIDE PHOTOGRAPHIC DOCUMENTATION AS THIS IS A REQUIREMENT. 5. PROVIDE 6" MIN DEPTH OF Cedar Grove 60/40 topsoil. 6. PROVIDE MIN. 2" DEPTH CEDAR GROVE COMPOSTED MULCH IN ALL LANDSCAPE BEDS. TYPICAL DECIDUOUS TREE PLANTING • r #�i�.. w r HIDDEN) AND •i ILI PVC MAINLINE PIPE PVC SCH 40 TEE ,. ELL PVC SCH i MALE ADAPTER' 1-INCH MIMMUIA DEPTH 1 3/4-INCH WASHED GRAVEL PVC LATERAL PIPE ' REMOTE CONTROL ®FINISH GRADE/ 1' OF QUICK -COUPLING VA4VE AM COVER 0.p VALVE BOX V DEPTH OF WASHEDCvRAVEL BRICK (I OF PVC SCH 80,NIPPLE (LENGTH AS REQUIRED) r/,• ttsumn�tttctttt'�l�j� :+•0 wiwr■ l STREET K w :t NIPPLE tutumattitsst i► r' # �j 407EE OR ELL rol-m-pVC MAINLINE PIPE J -PVC SCH 1 ELL ---�-- -2" x 2" PRESSURE TREATED NOTE. WOOD STAKE W/ L FURNISH FITTINGS AND PIPING STAINLESS STEEL GEAR NOMINALLY SIZED IDENTICAL TO CLAMPS OR EQUIVALENT NOMINAL QUICK COUPLING VALVE INLET SIZE. SUPPORT SYSTEM TYP. QUICK COUPLER 777 SCAJ Ps N.T.S. RADE/TOF OF MULCH 'RAY SPRINKLER MALE NPT x .490 INCH CPE,12-INCH LENGTH. W TEE OR ELL MALE NPT x .490 INCH RAL PIPE TYP. POP UPS SPRINKLER HEAD SECTION VIEW MAINLINE, LATERAL, MAINLINE LATERAL AND MIRTH& IN PIPE PIPE THE SAME TRENCH WIRING IN CONDUIT P� WIRE W/0 CONDUIT RUN WIRMI * BENEATH ALL SOLVENT WELD TIE A 24-INCH LOOP AND BESIDE MAINLINE. PLASTIC PIPING TO ALL WIRING AT CHANGES TAPE AND BUNDLE AT BE SNAKED IN OF DIRECTION OF 30° 5-FOOT INTERVALS. TRENCH AS SHOWN. OR &BEATER. UNTIE AFTER ALL CONNECTIONS NOTES: HAVE BEEN MADE. 1. SLEEVE BELOW ALL HARbSCAPE ELEMENTS WITH TYPE 3034 PVC TWICE THE DIAMETER OF THE PIPE OR WIRE BUNDLE WITHIN. 2. FOR PIPE AND WIRE BURIAL DEPTHS SEE SPECIFICATIONS. TYP. PIPE AND WIRING TRENCH 8Cr4�.Es N.T/� SCAl s N.T.S. TO METER FINISH GRADE/ I Or OF MULCH VALVE BOX WITH COVER PVC SCH 40 TEE PVC LATERAL PIPE FILTERED DRAIN VALVE BRICK (1 OF 2) 6-INCH MINIMUM DEPTH OF 3/4'INC44 WASHED GRAVEL DRAIN VALVE St:AL•Es Lei•i -Peowm i NOZZLE AS SHOWN ON STAINLESS STEEL CLAD OR GALV. WIRE TWIST 36" SCH 80.1 FINISH LATERAL PIPE SWING PIPE CONNECTION SIMILAR TO TYPICAL POP-UP SPRINKLER FIXED RISER DETAIL • W-A-m N.T.S. GALV. 12" MIN. SECTION ADAPTER 419 3" MAX _ r GALv. a~ 00 r CAP ('TYPICAL) 18" MIN. 24" TO FINISH GRADE VING i 24" ORIENT SHRUB FOR BEST IF PLANT T5 BALLED AND APPEARANCE REMOVE ALL B{,�,APED THEN REMOVE BROKEN, DEAD STEMS DO NOT DISFIGURE PLANT TREATED BURLAP. FOLD, BACK NATURAL BURLAP OFF TOP OF ROOTBALL• CLEARANCE PROVIDE SLIGHT FINISH GRADE 4" MIN. {3.EAR WATERING SAUCER '-"�-"•-PAVING AROUND 5 GALLON AND n DITCH LARGE'R.PLANTS 2" HT. TYP, MULCH (Ur DEPTH IF • ,M i i t :� 1 1 s s ! N • • f • e • • e • • • • • • • • 1!, 0.28 f • • : 0.01 ! t!�! 094 1 f ! ! i M ! ! • f / 0.00 0.01 ;• 1 • ! 0.08 • • 1 1 • t 2.36 ! 1.44 1 0.36 0.90 0.12 1 0.68 0.06 0.44 0.02 .83 6: ! ! t.82 • !' 10053• ! • 2.23 202067 1.26 022 • •. Oil 11 061 0.04 • ! 0.34 1.24 t 18 1 0.06 ! :: f :f ! • i ! • r' va xa -s 4346 1.83 i • . i 36 t. f 1 �5{ } i t • .26 IN 3.03 34 09 ��30 -1 i .43 .CNN _ 'Y- Y • _ @ -••n �y�.• fYy'•'{�yi - 5'� 3.86 1.46 , i Z.65 056 s•a�; a= sz.-s'��-•w <.,�a f #rs e - 9:y ` s`'®4 � �g3.3 :�+�r • ♦ T g 3.08 17 075 fi �r • .96 /�G��s�� y -.a - .. " n}.a j'' '.., �i. ✓;.fz %,y siyi.s.�'F ""�F .x�t s ,:'�.- � _ _ - v-�%` _r_:.,�'S"� r K?.n 4.. , lr.: ,aS z >... z.,. C.c r �., .. , r•.,..,.. ,��Nfy� c` a., ..-. �:...,. .,471-.y / 53.t $t+ Yd`,,..5.. .) .......ss< A i SIZE 3/4"I,- OD 1.050 1.315 1.650 1.900 ID .930 1.189 1.502 1.720 IRRIGATION FLOW CHART SCALE= WE& 1. 1° ROUND WA5HED GRAVEL BY 6" DEEP ON BOTTOM OF BOX UICK COUPLER 2. ENCLOSE 2" & SMALLER D.C.V.A. IN TWO METER BOXES STACKED ON Dom' TOP OF EACH OTHER OR, OVER SIZED. MUST HAVE REMOVABLE COVER. PVC 3. MAXIMUM OF 3" DISTANCE BETWEEN UNDERSIDE OF LID AND HIGHEST POINT OF DEVICE. -----«�- 4. MUST INCLUDE (4) RESILIENT SEATED TEST -COCKS WITH PLUGS INSTALLED. FLOW 5. THE D.C.V.A. MUST INCLUDE (2) RESILIENT SEATED SHUTOFF VALVES. DOUBLE CHECK 6. Y-PATTERN D.C.V.A. SHOULD BE INSTALLED ON SIDE. ASSEMBLY 7. WHEN TEST -COCKS ARE FACING SIDEWAYS THERE MUST BE A 6" MINIMUM CLEARANCE BETWEEN THEM AND SIDE OF BOX. 8. MINIMUM OF 12" BETWEEN LOWEST POINT OF DEVICE AND DRAIN ROCK 9. PROVIDE SUPPORT FOR 2" DEVICES. -- - NOTES: 1. INSTALL ACCORDING TO MANUFACTURER'S SPECIFICATIONS. 2. ALL INSTALLATION MUST MEET MINIMUM STANDARDS OF UNIFORM PLUMBING CODE do WATER DISTRICT. 3. ASSEMBLY REQUIRES TESTING AND CERTIFICATION PRIOR TO USE AND ANNUALLY THEREAFTER. FOR INFORMATION CONTACT WATER QUALITY TECHNICIAN. 4. APPLY AND PAY FOR ALL REQUIRED PERMITS PLAN POINT OF CONNECTION =1X(tN�2 C4481< A 5EMELT K_ - 7 8C 4LN N•TlBr. SLEEVES a f 2'DEPTH PREPARED TOP-SCIL DIAMETER OF ROOTBALL TYPICAL A SHRUB r * ANTI a" EXXTA UZ r • ! HEM -FIR STAKE� AL EOM TO TREE WITH GALVANIZED WIRE ENCASED i IN REINFORCED1DULLGREEN WBRER J� HOSE AT POINT OF PLAW COWAa.+r ¢" TOP Of STAKE TO POINT SH GRADE Y _..wIM. 'FROM SIDE / �•w ROOTBALL i PREPARED SOIL BACKPILL. EXIST" SUBGRADE CONIFEROUS, • TREE -PLANTING SCALRsXTA SPAC"SPACING t ! I .! 10.4(r ii .738 +' .52 20.8(r . ! 30.W `` SEE GROUNbCOVER PLANT KEY FOR SPACING �A`. THIS CHARTIS TO BE USED . DETERMINE N"BEP. OF GROLWXOVEFt PLANTS REQUIRED IN A GIVEN A\*IA 0 0- LOCATION PLANT SPACrNG_ CHART FOR 0 PLANTS ARE SPACED EQUIDISTANT FROM OTHER, AS IN ALL MASSED r • PLANT SPACING CHART WALfisttTA Z" TREE SPECIMEN CENTRAL 2.375 LEADER SHALL NOT BE CUT 2.149 1/2" DIA. BLACK FLEX GARDEN HOSE WITH 16 ga. TIE WIRE. SECURE THRU"X"BRACE lx3 HEM FIR 24 HEM FIR STAKES JOP'iIONAI METHOD FOR 5A TERING EYER6RN V TREE iNq.UDEB 0 3 EQ.SPACEb GUV WIRES AR 0 AROUND WJ rx2"x24" CEDAR STAKES TREE TREE WELL. AROUND TREE 4" DEEP - MIN. 4$" DIAMETER 1 PREPARED SOIL BACICFILL REMOVE TOP 1/3 OF BURLAP 1. WIDTH OF PLANTING PIT SHALL. BE 24" MIN. 2 TIMES LARGER THAN ROOT BALL. 2. PRE -STAIN ALL WOOD. STAIN ALL FIELD CUTS TYP -ICAL DECD U+t3US TREE PtANTIN SGAL. mTs R-398827