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HomeMy WebLinkAboutzR-4003Setco O 0 It 0 w w� ..a z � N V) ion �\ 0 0-0)ry b..i�.i Li :2 �:2Q QF-z z bi bi J 0 N E:0-z SEC. 09 , T 23 N.; R. 05 E. , W. M. SUNSET TERRACE DEVELOPMENT - BUILDING 1 0 fl, PROJECT St LOCATION z r VICINITY MAP SCALE: 1 " = 250' HEARING EXAMINERS SHALL BE PER THE CONDITIONS FOR LUA14-001475, CONDTIONS SA-M, CUP DATED 1 /14/2015 SEPA MITIGATION SHALL BE PER ADMINISTRATIVE SITE PLAN REPORT & CONDITIONS DECISION LUA15-000159, SA -A DATED 1 /12/2016 SHALL BE PER "GEOTECHNICAL ENGINEERING STUDY, PROPOSED MIXED -USE DEVELOPMENT, NORTH GEOTECHNICAL RECOMMENDATIONS CORNER OF SUNSET BOULEVARD NORTHEAST AND HARRINGTON AVENUE NORTHEAST, RENTON, WASHINGTON" PROJECT JN 13096 CONSTRUCTION RECORD DRAWING THIS CONSTRUCTION RECORD DRAWING IS A COPY OF THE APPROVED CONSTRUCTION DRAWING PREPARED BY OSBORN CONSULTING INC. AND HAS BEEN EDITED USING INFORMATION PROVIDED BY OAK HILLS CONSTRUCTION, LLC TO REFLECT ASBUILT CONDITIONS CONSTRUCTION SET COLPITTS DEVELOPMENT COMPANY RICHARD SENSENEY & DAVE NIELSON 2256 38TH PLACE EAST SEATTLE, WA 98112 PH: (206) 322-1381 E—MAIL: COLDEVCOOMSN.COM CONSULTANTS ARCHITECT VEER ARCHITECTURE, PLLC KENT SMUTNY 989 112TH AVE NE, SUITE 207 BELLEVUE, WA 98004 PH: (425) 401-6828 EMAIL: KEN T©VEERARCHITECTURE.COM CIVIL ENGINEER OSBORN CONSULTING, INC. ROBERT PARISH, PE 1800 112TH AVE. NE, SUITE 220E BELLEVUE, WA 98004 PH: (425) 451-4009 EMAIL: ROBERTPOOSBORNCONSULTING.COM STRUCTURAL ENGINEER YU & TROCHALAKIS, PLLC PANOS TROCHALAKIS 12011 NE 1 ST STREET, SUITE #306 BELLEVUE, WA 98005 PH: (425) 451-9049 EMAIL: PANOST©YTENGINEERS.COM MECHANICAL ENGINEER ABOSSEIN ENGINEERING, LLC ROBERT DARGATZ 2100 112TH AVE NE, SUITE 201 PH: (425) 462-9451 SHEET INDEX SHEET # SHEET TITLE C0.0 COVER SHEET C0.1 GENERAL NOTES CO.2 EXISTING CONDITIONS C1.0 EROSION AND SEDIMENT CONTROL PLAN CIA DEMOLITION PLAN C1.2 EROSION CONTROL DETAILS SITE AREA 0.682 ACRES C1.3 EROSION CONTROL DETAILS CIA EROSION CONTROL DETAILS DISTURBED AREA 0.682 ACRES C2.0 GRADING PLAN C3.0 DRAINAGE CONTROL PLAN GROSS IMPERVIOUS 0.682 ACRES C3.1 DRAINAGE DETAILS C3.2 DRAINAGE DETAILS NET NEW IMPERVIOUS 0.682 ACRES C3.3 WSDOT STANDARD DETAILS C4.0 UTILITIES PLAN IMPERVIOUS COVERAGE C4.1 UTILITY DETAILS BASED UPON GROSS 100% C4.2 UTILITY DETAILS IMPERVIOUS AREA C4.3 UTILITY DETAILS GEOTECHNICAL ENGINEER GEOTECH CONSULTANTS, INC. JASON HINDS 13256 NORTHEAST 20TH STREET, SUITE 16 BELLEVUE, WA 98005 PH: (425) 747-5618 LANDSCAPE ARCHITECT DESIGN TWO FOUR/TWO SIX, INC. JASON ANDERSON P.O. BOX 258 6619-132ND AVENUE NE KIRKLAND, WA 98033-8627 PH: (425) 881-2426 EMAIL: JASON AODESIGN2426.COM 091 6040 wo BENCHMARK SURVEYING LLC JOE DERSHAM 11915 44TH DRIVE SE EVERETT, WA 98208 PH: (206) 396-3199 SITE DATA LEGAL DESCRIPTION: LOT A OF THE CITY OF RENTON LOT LINE ADJUSTMENT NO. LUA 13-001114, AS RECORDED IN VOLUME 302 OF SURVEYS, PAGES 162 AND 163, RECORDED OCTOBER 02, 2013 UNDER RECORDING NUMBER 20131002900011, RECORDS OF KING COUNTY, WASHINGTON. VERTICAL DATUM: NAVD 88 PER CITY OF RENTON CONTROL NETWORK CONTROLLING BENCHMARK: CITY OF RENTON MONUMENT NO. 57: 3" BRASS DISC W/ "X" IN CASE AT INTERSECTION OF NE 12TH ST. AND EDMONDS AVE NE. ELEVATION: 326.43' CITY OF RENTON MONUMENT NO. 1843: 1 /8" BRASS NAIL IN CONC. MON. IN CASE AT INT. OF NE 12 ST & MONROE AVE. NE. . ELEVATION: 425.15" HORIZONTAL CONTROL: HORIZONTAL MERIDIAN: NAD83/91 BASIS OF BEARING: S 880 54' 27" E BETWEEN CITY OF RENTON MONUMENT NUMBERS 57 AND 1843 ALONG NE 12TH ST HORIZONTAL COORDINATES: PER PROJECT SURVEY: NORTH PROPERTY CORNER (ADJACENT TO LIBRARY) N 185218.575 E 1307138.73 NORTHEAST PROPERTY CORNER (ADJACENT TO LIBRARY) N 185145.60 E 1307240.23 TAX PARCEL: 722780-1075 PROJECT ADDRESS: 2715 SUNSET LANE, RENTON WA, 98056 SITE AREA: LOT COVERAGE: (RMC 4-2-120A) RESIDENTIAL DENSITY: (RMC 4-2-120A) 26,379.5 SQ FT / 0.60 ACRES ALLOWED: 75% PROPOSED: 96.9%* ALLOWED: 20-80 DU/ACRE PROPOSED: 180.00 DU/ACRE* *ALLOWABLE THROUGH REDEVELOPMENT REEVALUATION ADDENDUM. ZONE: CV (CENTER VILLAGE) URBAN DESIGN DISTRICT: DISTRICT D APPROVED BY: DATE: APPROVED BY: DATE: APPROVED BY: DATE: APPROVED BY: DATE: PERMIT NUMBERS Know what's below. Cali before you dig. R-400301 B15001398, B16002230, B16002234, U16002232, LUA 15-000159, LUA 13-001114, LUA 10-052, LUA 14-001475, 5A-A, 5A-M, CUP c� 0 z c� 0 0 I 0 U) w w U) 0 0 Q U w U Q ry ry w w� �n z � N N � 2 V) Don o_ 04 ry �040 0-0)ry �.i LLi w :2 :2 :2Q QFz z Ld LLJ J 0 N Ea- z CITY OF RENTON - SURFACE WATER DRAINAGE NOTES AND SPECIFICATIONS 1. NOT USED. 2. BEFORE ANY CONSTRUCTION OR DEVELOPMENT ACTIVITY OCCURS, A PRE -CONSTRUCTION MEETING MUST BE HELD BETWEEN THE CITY OF RENTON PLAN REVIEW SECTION AND THE APPLICANT. 3. ALL DESIGN AND CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE RENTON MUNICIPAL CODE 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 ALL CORRECTIONS SHALL BE AT NO ADDITIONAL COST TO THE CITY. 4. APPROVAL OF THIS ROAD, GRADING, PARKING AND DRAINAGE PLAN DOES NOT CONSTITUTE AN APPROVAL OF ANY OTHER CONSTRUCTION (E.G. DOMESTIC WATER CONVEYANCE, SEWER CONVEYANCE, GAS, ELECTRICAL. ETC.)THE SURFACE WATER DRAINAGE SYSTEM SHALL BE CONSTRUCTED ACCORDING TO THE APPROVED PLANS, WHICH ARE ON FILE IN WITH THE CITY. ANY DEVIATION FROM THE APPROVED PLANS WILL REQUIRE WRITTEN APPROVAL FROM THE CITY OF RENTON PUBLIC WORKS DEPARTMENT, SURFACE WATER UTILITY SECTION. 5. A COPY OF THESE APPROVED PLANS MUST BE ON THE JOB SITE WHENEVER CONSTRUCTION IS IN PROGRESS. 6. GRADING ACTIVITIES (SITE ALTERATION) ARE LIMITED TO THE HOURS OF 7 A.M. TO 7 P.M. MONDAY THROUGH SATURDAY AND NO WORK ON SUNDAY IS ALLOWED, UNLESS OTHERWISE APPROVED WITH A WRITTEN DECISION BY THE CITY OF RENTON. 7. IT SHALL BE THE APPLICANT'S/CONTRACTOR'S RESPONSIBILITY TO OBTAIN ALL CONSTRUCTION EASEMENTS NECESSARY BEFORE INITIATING OFF -SITE WORK. EASEMENTS REQUIRE CITY REVIEW AND APPROVAL PRIOR TO CONSTRUCTION. 8. FRANCHISED UTILITIES OR OTHER INSTALLATIONS THAT ARE NOT SHOWN ON THESE APPROVED PLANS SHALL NOT BE CONSTRUCTED UNLESS AN APPROVED SET OF PLANS THAT MEET ALL REQUIREMENTS OF CHAPTER 4 OF THE SURFACE WATER DESIGN MANUAL ARE SUBMITTED TO THE CITY OF RENTON. 9. DATUM SHALL BE NAVD 88 UNLESS OTHERWISE APPROVED BY THE CITY OF RENTON. REFERENCE BENCHMARK AND ELEVATIONS ARE NOTED ON THE PLANS. 10. ANY DEWATERING SYSTEM NECESSARY FOR THE CONSTRUCTION OF STORMWATER FACILITIES MUST BE SUBMITTED TO THE CITY FOR REVIEW AND APPROVAL. 11. ALL UTILITY TRENCHES AND ROADWAY SUBGRADE SHALL BE BACKFILLED AND COMPACTED TO 95 PERCENT DENSITY, STANDARD PROCTOR. 12. OPEN CUTTING OF EXISTING ROADWAYS FOR NON -FRANCHISED UTILITY OR STORM DRAINAGE WORK IS NOT ALLOWED UNLESS SPECIFICALLY APPROVED BY THE CITY OF RENTON AND NOTED ON THESE APPROVED PLANS. ANY OPEN CUT SHALL BE RESTORED IN ACCORDANCE WITH THE CITY OF RENTON TRENCH RESTORATION STANDARDS. 13. ALL SEDIMENTATION/EROSION FACILITIES MUST BE IN OPERATION PRIOR TO CLEARING AND BUILDING CONSTRUCTION, AND THEY MUST BE SATISFACTORILY MAINTAINED UNTIL CONSTRUCTION IS COMPLETED AND THE POTENTIAL FOR ON -SITE EROSION HAS PASSED. 14. ALL RETENTION/DETENTION FACILITIES MUST BE INSTALLED AND IN OPERATION PRIOR TO OR IN CONJUNCTION WITH ALL CONSTRUCTION ACTIVITY UNLESS OTHERWISE APPROVED BY THE PUBLIC WORKS DEPARTMENT, SURFACE WATER UTILITY SECTION. 15. ALL PIPE AND APPURTENANCES SHALL BE LAID ON A PROPERLY PREPARED FOUNDATION IN ACCORDANCE WITH THE CURRENT STATE OF WASHINGTON STANDARD SPECIFICATION FOR ROAD AND BRIDGE CONSTRUCTION. THIS SHALL INCLUDE NECESSARY LEVELING OF THE TRENCH BOTTOM OR THE TOP OF THE FOUNDATION MATERIAL, AS WELL AS PLACEMENT AND COMPACTION OF REQUIRED BEDDING MATERIAL, TO UNIFORM GRADE SO THAT THE ENTIRE LENGTH OF THE PIPE WILL BE SUPPORTED ON A UNIFORMLY DENSE, UNYIELDING BASE. ALL PIPE BEDDING SHALL BE APWA CLASS "C", WITH THE EXCEPTION OF PVC PIPE. 16. STEEL PIPE SHALL BE ALUMINIZED, OR GALVANIZED WITH ASPHALT TREATMENT #1 OR BETTER INSIDE AND OUTSIDE. 17. ALL DRAINAGE STRUCTURES, SUCH AS CATCH BASINS AND MANHOLES SHALL HAVE SOLID LOCKING LIDS. ALL DRAINAGE STRUCTURES ASSOCIATED WITH A PERMANENT RETENTION/DETENTION FACILITY SHALL HAVE SOLID LOCKING LIDS. 18. BUILDING AND OTHER STRUCTURES SHALL BE PLACED IN ACCORDANCE WITH TABLE 4.1 EASEMENT WIDTHS AND BUILDING SETBACKS LINES. 19. ALL CATCH BASIN GRATES SHALL BE DEPRESSED 0.10 FEET BELOW PAVEMENT LEVEL. 20. ALL DRIVEWAY CULVERTS LOCATED WITHIN CITY OF RENTON RIGHT-OF-WAY SHALL BE OF SUFFICIENT LENGTH TO PROVIDE A MINIMUM 3:1 SLOPE FROM THE EDGE OF THE DRIVEWAY TO THE BOTTOM OF THE DITCH. ROCK FOR EROSION PROTECTION OF ROADSIDE DITCHES, WHERE REQUIRED, SHALL BE OF SOUND QUARRY ROCK PLACED TO A DEPTH OF ONE (1) FOOT AND MUST MEET THE FOLLOWING SPECIFICATIONS: 4 - 8 INCH ROCK / 40 - 70% PASSING; 2 - 4 INCH ROCK / 30 - 40% PASSING; AND LESS THAN 2 INCH ROCK / 10 - 20% PASSING. 21. ALL BUILDING DOWNSPOUTS AND FOOTING DRAINS SHALL BE CONNECTED TO THE STORM DRAINAGE SYSTEM, UNLESS APPROVED BY THE CITY PLAN REVIEWER OR SURFACE WATER UTILITY SECTION. AN ACCURATELY DIMENSIONED, CERTIFIED AS -BUILT DRAWING OF THIS DRAINAGE SYSTEM WILL BE SUBMITTED TO THE CITY UPON COMPLETION. 22. DRAINAGE OUTLETS (STUB -OUTS) SHALL BE PROVIDED FOR EACH INDIVIDUAL LOT, EXCEPT FOR THOSE LOTS APPROVED FOR INFILTRATION BY THE CITY. STUB -OUTS SHALL CONFORM TO THE FOLLOWING: A. EACH OUTLET SHALL BE SUITABLY LOCATED AT THE LOWEST ELEVATION ON THE LOT, SO AS TO SERVICE ALL FUTURE ROOF DOWNSPOUTS AND FOOTING DRAINS, DRIVEWAYS, YARD DRAINS, AND ANY OTHER SURFACE OR SUBSURFACE DRAINS NECESSARY TO RENDER THE LOTS SUITABLE FOR THEIR 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 STUBOUT CONVEYANCE LINES WITH RESPECT TO OTHER UTILITIES (E.G. POWER, GAS, TELEPHONE, TELEVISION). F. ALL INDIVIDUAL STUB -OUTS SHALL BE PRIVATELY OWNED AND MAINTAINED BY THE LOT HOME OWNER. G. STORM DRAINAGE PIPE SYSTEMS SHALL NOT PENETRATE BUILDING FOUNDATIONS, EXCEPT FOR SUMP PUMP DISCHARGE LINES USED TO DRAIN CRAWL SPACES, PROVIDED THE SUMP PUMP SYSTEM INCLUDES BACKFLOW PREVENTION OR A CHECK VALVE. 23. ALL DISTURBED PERVIOUS AREAS (COMPACTED, GRADED, LANDSCAPED, ETC.) OF THE DEVELOPMENT SITE MUST DEMONSTRATE ONE OF THE FOLLOWING: THE EXISTING DUFF LAYER SHALL BE STAGED AND REDISTRIBUTED TO MAINTAIN THE MOISTURE CAPACITY OF THE SOIL, OR; AMENDED SOIL SHALL BE ADDED TO MAINTAIN THE MOISTURE CAPACITY. CONSTRUCTION RECORD DRAWING THIS CONSTRUCTION RECORD DRAWING IS A COPY OF THE APPROVED CONSTRUCTION DRAWING PREPARED BY OSBORN CONSULTING INC. AND HAS BEEN EDITED USING INFORMATION PROVIDED BY OAK HILLS CONSTRUCTION, LLC TO REFLECT ASBUILT CONDITIONS 24. PROOF OF LIABILITY INSURANCE SHALL BE SUBMITTED TO THE CITY PRIOR TO CONSTRUCTION PERMIT ISSUANCE. 25. ISSUANCE OF THE BUILDING OR CONSTRUCTION PERMITS BY THE CITY OF RENTON DOES NOT RELIEVE THE OWNER OF THE CONTINUING LEGAL OBLIGATION AND/OR LIABILITY CONNECTED WITH STORM SURFACE WATER DISPOSITION. FURTHER, THE CITY OF RENTON DOES NOT ACCEPT ANY OBLIGATION FOR THE PROPER FUNCTIONING AND MAINTENANCE OF THE SYSTEM PROVIDED DURING CONSTRUCTION. 26. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING ADEQUATE SAFEGUARD, SAFETY DEVICES, PROTECTIVE EQUIPMENT, FLAGGERS, AND ANY OTHER NEEDED ACTIONS TO PROTECT THE LIFE, HEALTH, AND SAFETY OF THE PUBLIC, AND TO PROTECT PROPERTY IN CONNECTION WITH THE PERFORMANCE OF WORK. ANY WORK WITHIN THE TRAVELED RIGHT-OF-WAY THAT MAY INTERRUPT NORMAL TRAFFIC FLOW SHALL REQUIRE A TRAFFIC CONTROL PLAN APPROVE BY THE PUBLIC WORKS DEPARTMENT, TRANSPORTATION SYSTEMS DIVISION. ALL SECTIONS OF THE WSDOT STANDARD SPECIFICATIONS 1-07-23 TRAFFIC CONTROL SHALL APPLY. 27. PROJECT LOCATED WITHIN THE AQUIFER PROTECTION AREA (APA) SHALL COMPLY WITH SPECIAL REQUIREMENT #6 OF THE SURFACE WATER DESIGN MANUAL AND AQUIFER PROTECTION REGULATIONS (RMC 4-3-050). CITY OF RENTON - SANITARY SEWER NOTES AND SPECIFICATIONS 1. ALL WORK AND WORK MATERIAL SHALL BE IN CONFORMANCE WITH THE STANDARDS AND SPECIFICATIONS OF THE CITY OF RENTON PLANNING/BUILDING/PUBLIC WORKS DEPARTMENT AND THE LATEST EDITION OF THE WSDOT/APWA STANDARDS AND SPECIFICATIONS, AS APPROVED AND MODIFIED BY THE CITY OF RENTON IN THE RENTON STANDARD PLANS & SPECIFICATIONS. A SET OF APPROVED PLANS SHALL BE KEPT ON SITE AT ALL TIMES DURING CONSTRUCTION. 2. THE HOURS OF WORK IN THE STREET RIGHT OF WAY SHALL BE PER CITY SPECIFICATIONS ON WEEKDAYS UNLESS OTHERWISE APPROVED IN WRITING BY THE PLANNING/BUILDING/PUBLIC WORKS DEPARTMENT. AN APPROVED TRAFFIC CONTROL PLAN MUST BE OBTAINED PRIOR TO BEGINNING ANY WORK WITHIN PUBLIC RIGHT OF WAY. 3. ALL LOCATIONS OF EXISTING UTILITIES SHOWN ARE APPROXIMATE AND IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE TRUE AND CORRECT LOCATION SO AS TO AVOID DAMAGE OR DISTURBANCE. 4. A PRE -CONSTRUCTION CONFERENCE AND A 24 HOUR NOTICE SHALL BE REQUIRED PRIOR TO STARTING NEW CONSTRUCTION. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO SECURE ALL NECESSARY PERMITS PRIOR TO STARTING CONSTRUCTION. (INSPECTION WILL BE ACCOMPLISHED BY A REPRESENTATIVE OF THE CITY OF RENTON.) IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE PUBLIC WORKS INSPECTOR 24 HOURS IN ADVANCE OF BACKFILLING ALL CONSTRUCTION. 5. CONTRACTOR IS SOLELY RESPONSIBLE FOR THE MEANS, METHODS AND SEQUENCES OF CONSTRUCTIONAND FOR THE SAFETY OF WORKERS AND OTHERS ON THE CONSTRUCTION SITE. 6. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO OBTAIN STREET USE AND ANY OTHER RELATED PERMITS PRIOR TO ANY CONSTRUCTION. 7. PLANS APPROVED BY THE CITY OF RENTON, PUBLIC WORKS DEPARTMENT SHALL TAKE PRECEDENCE OVER ALL OTHER PLANS. 8. A COPY OF THESE APPROVED PLANS MUST BE ON THE JOB SITE WHENEVER CONSTRUCTION IS IN PROGRESS. 9. THE CONTRACTOR SHALL PROVIDE THE CITY OF RENTON WITH AN AS -BUILT DRAWING OF THE SANITARY SEWER SYSTEM, WHICH HAS BEEN STAMPED AND SIGNED BY A LICENSED PROFESSIONAL ENGINEER OR LICENSED PROFESSIONAL SURVEYOR. 10. BACKFILL SHALL BE PLACED EQUALLY ON BOTH SIDES OF THE PIPE IN LAYERS WITH A LOOSE AVERAGE DEPTH OF 6 INCHES, MAXIMUM DEPTH OF 8 INCHES, THOROUGHLY TAMPING EACH LAYER TO 95 PERCENT OF MAXIMUM DENSITY. THESE COMPACTED LAYERS MUST EXTEND FOR ONE PIPE DIAMETER ON EACH SIDE OF THE PIPE OR TO THE SIDE OF THE TRENCH. MATERIALS TO COMPLETE THE FILL OVER PIPE SHALL BE THE SAME AS DESCRIBED. 11. OPEN CUT ROAD CROSSINGS FOR UTILITY TRENCHES ON EXISTING TRAVELED ROADWAY SHALL BE BACKFILLED WITH CRUSHED ROCK AND MECHANICALLY COMPACTED UNLESS OTHERWISE APPROVED BY CITY OF RENTON, PUBLIC WORKS DEPARTMENT 12. DATUM FOR VERTICAL CONTROL SHALL BE NORTH AMERICAN VERTICAL DATUM 1988 METERS, AND FOR HORIZONTAL CONTROL SHALL BE NORTH AMERICAN DATUM 1983/1991 METERS UNLESS OTHERWISE APPROVED BY THE CITY OF RENTON PUBLIC WORKS DEPARTMENT. REFERENCE BENCHMARK AND ELEVATIONS ARE NOTED ON THE PLANS. 13. ALL DISTURBED AREAS SHALL BE SEEDED AND MULCHED OR OTHERWISE STABILIZED TO THE SATISFACTION OF THE DEPARTMENT FOR THE PREVENTION OF ON -SITE EROSION AFTER THE COMPLETION OF CONSTRUCTION. 14. ALL PIPE AND APPURTENANCES SHALL BE LAID ON A PROPERLY PREPARED FOUNDATION IN ACCORDANCE WITH THE STANDARDS AND SPECIFICATIONS OF THE CITY OF RENTON PLANNING/BUILDING/PUBLIC WORKS DEPARTMENT AND THE LATEST EDITION OF THE WSDOT/APWA STANDARDS AND SPECIFICATIONS, AS APPROVED AND MODIFIED BY THE CITY OF RENTON IN THE RENTON STANDARD PLANS & SPECIFICATIONS. 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. PIPE BEDDING SHALL BE PEA GRAVEL 6 INCHES ABOVE AND BELOW THE PIPE. 15. SANITARY SEWER PIPE SHALL BE POLYVINYL CHLORIDE (PVC) RUBBER GASKETED ASTM D 3034, SDR 35, OR DUCTILE IRON CLASS 50, UNLESS OTHERWISE APPROVED BY THE WASTEWATER UTILITY. 16. IN UNIMPROVED AREAS, MANHOLE TO EXTEND MINIMUM 6 INCHES AND MAXIMUM 12 INCHES ABOVE FINISHED GRADE OR MUST HAVE MINIMUM 2' DIAMETER CONCRETE RING POURED AT GRADE. IN PAVED AREA, COVER MUST SLOPE IN ALL DIRECTIONS TO MATCH PAVING. CITY OF RENTON - WATER UTILITY NOTES AND SPECIFICATIONS 1. ALL WORK MATERIAL SHALL BE IN CONFORMANCE WITH THE STANDARDS AND SPECIFICATIONS OF THE CITY OF RENTON PLANNING/BUILDING/PUBLIC WORKS DEPARTMENT AND THE LATEST EDITION OF THE WSDOT/APWA STANDARDS AND SPECIFICATIONS, AS APPROVED AND MODIFIED BY THE CITY OF RENTON IN THE RENTON STANDARD PLANS & SPECIFICATIONS. A SET OF APPROVED PLANS SHALL BE KEPT ON SITE AT ALL TIMES DURING CONSTRUCTION. 2. THE HOURS OF WORK IN THE STREET RIGHT OF WAY SHALL BE LIMITED TO 8:30 AM TO 3:30 PM ON WEEKDAYS UNLESS OTHERWISE APPROVED IN WRITING BY THE PUBLIC WORKS DEPARTMENT AT (425) 430-7301. THE POLICE DEPARTMENT, FIRE DEPARTMENT, AND 911 SHALL BE NOTIFIED 24 HOURS IN ADVANCE OF ANY WORK IN THE RIGHT OF WAY. 3. ALL LOCATIONS OF EXISTING UTILITIES SHOWN ARE APPROXIMATE AND IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE TRUE AND CORRECT LOCATION SO AS TO AVOID DAMAGE OR DISTURBANCE. FOR UTILITY LOCATES CALL 48-HOUR LOCATORS 800-424-5555. 4. AN APPROVED TRAFFIC CONTROL PLAN IS REQUIRED TO BE SUBMITTED AT THE PRE -CONSTRUCTION MEETING. 5. DATUM FOR VERTICAL CONTROL SHALL BE NORTH AMERICAN VERTICAL DATUM 1988 METERS, AND FOR HORIZONTAL CONTROL SHALL BE NORTH AMERICAN DATUM 1983/1991 METERS UNLESS OTHERWISE APPROVED BY THE CITY OF RENTON PUBLIC WORKS DEPARTMENT. REFERENCE BENCHMARK AND ELEVATIONS ARE NOTED ON THE PLANS. 6. ALL WATERMAIN PIPE IS TO BE CEMENT LINED DUCTILE IRON PIPE CONFORMING TO AWWA C110 AND C111 OR LATEST REVISION, THICKNESS CLASS 52. CEMENT MORTAR LINING AND SEAL COATING SHALL CONFORM TO AWWA C104 OR LATEST REVISION. PIPE JOINTS TO BE PUSH -ON OR MECHANICAL JOINT. BEDDING TO BE CLASS C. ALL DUCTILE IRON PIPE AND FITTINGS SHALL BE POLYETHYLENE WRAPPED PER ANSI/AWWA C105/A21.5-93 STANDARDS. 7. CAST IRON AND DUCTILE IRON FITTINGS SHALL BE CEMENT LINED, PRESSURE RATED AS NOTED ON PLANS, AND IN ACCORDANCE WITH ANSI/AWWA C110/A21.10-87. CEMENT LINING SHALL BE IN ACCORDANCE WITH ANSI/AWWA C104/421/4-90. IF FITTINGS ARE 3 TO 12 INCHES IN DIAMETER AND HAVE MECHANICAL JOINTS, THE FITTINGS SHALL IN ACCORDANCE WITH EITHER ANSI/AWWA C110-A21.10-87 OR ANSI/AWWA C153/A21.53-94. THREE (3) INCH TO 12 INCH DIAMETER FITTINGS, WHICH HAVE MECHANICAL JOINTS AND/OR FLANGED JOINTS, SHALL BE IN ACCORDANCE WITH ANSI/AWWA C110/A21.10.87 OR A COMBINATION OF ANSI/AWWA C110/A21.10.87 AND ANSI/AWWA C153/A21.53-94 SUCH THAT THE PORTION OF THE FITTING WITH A MECHANICAL JOINT(S) MAY BE WITH ANSI/AWWA C153/A21.53-94 AND THAT PORTION OF THE FITTING WITH FLANGED JOINT(S) SHALL BE IN ACCORDANCE WITH AWWA C110/A21.10-87. ACCEPTANCE TESTING IN ACCORDANCE WITH SECTION 53.53 OF ANSI/AWWA SECTION 10-4.3 OF ANSI/AWWA C110/A21.10-87 SHALL BE OBTAINED BY THE CONTRACTOR AND TRANSMITTED TO THE OWNER. 8. GATE VALVES SHALL BE IRON BODY, BRONZED -MOUNTED, DOUBLE DISC WITH BRONZE WEDGING DEVICE AND 0-RING STUFFING BOX (AWWA C500) OR OF RESILIENT SEATED TYPE (AWWA C509). VALVES SHALL BE DESIGNED FOR A MINIMUM WATER OPERATING PRESSURE OF 200 PSI. GATE VALVES SHALL BE CLOW LIST 14, MUELLER COMPANY NO. A2380 OR M & H. 9. FIRE HYDRANTS SHALL BE COREY TYPE (OPENING WITH THE PRESSURE) OR COMPRESSION TYPE (OPENING AGAINST PRESSURE) CONFORMING TO AWWA C-502-85 WITH A 6 INCH MECHANICAL JOINT INLET AND A MAIN VALVE OPENING (M.V.O.) OF 5-1/4 INCH, TWO 2-1/2 INCH HOSE NOZZLES WITH NATIONAL STANDARD THREADS 7-1/2 THREADS PER INCH AND ONE 4 INCH PUMPER NOZZLE WITH THE NEW SEATTLE PATTERN 6 THREADS PER INCH, 60 DEGREES V. THREADS: OUTSIDE DIAMETER OF MALE THREAD 4.875 AND ROOT DIAMETER 4.6263. HYDRANTS SHALL HAVE A 1-1/4 INCH PENTAGON OPERATING NUT OPENED BY TURNING COUNTER CLOCKWISE (LEFT). 10. THE TWO 2-1/2 INCH HOSE NOZZLES SHALL BE FITTED WITH CAST IRON THREADED CAPS WITH OPERATING NUT OF THE SAME DESIGN AND PROPORTIONS AS THE HYDRANT STEM NUT. CAPS SHALL BE FITTED WITH SUITABLE NEOPRENE GASKETS FOR POSITIVE WATER TIGHTNESS UNDER TEST PRESSURES. 11. THE 4 INCH PUMPER NOZZLE SHALL BE FITTED WITH A STORZ ADAPTER, 4 INCH SEATTLE THREAD X 5 INCH STORZ. STORZ ADAPTER SHALL BE FORGED AND/OR EXTRUDED 6061-T6 ALUMINUM ALLOY, HARDCOAT ANODIZED. THREADED END PORTION SHALL HAVE NO LUGS AND TWO SET SCREWS 180 DEGREES APART. STORZ FACE TO BE METAL, NO GASKET TO WEATHER. STORZ CAP TO HAVE SYNTHETIC MOLDED RUBBER GASKET, AND SHALL BE ATTACHED TO HYDRANT ADAPTER WITH 1/8 INCH, COATED, STAINLESS STEEL, AIRCRAFT CABLE. 12. FIRE HYDRANTS SHALL BE PAINTED WITH TWO COATS OF PAINT. PRESERVATIVE PAINT NUMBER 43-655 SAFETY YELLOW OR APPROVED EQUAL. 13. PUMPER CONNECTION TO FACE ROADWAY ASSEMBLY. 14. FIRE HYDRANTS SHALL BE INSTALLED PER CITY OF RENTON STANDARD DETAIL FOR FIRE HYDRANTS, LATEST REVISION. 15. ALL WATERMAINS 10 INCHES AND SMALLER TO MAINTAIN A MINIMUM COVER OF 36 INCHES BELOW FINISH GRADE. ALL WATERMAIN 12 INCHES AND LARGER SHALL BE AT A MINIMUM OF 48 INCHES BELOW FINISH GRADE. WHERE UTILITY CONFLICTS OCCUR, WATERMAINS ARE TO BE LOWERED TO CLEAR. 16. ALL WATERMAINS 6 INCHES AND LARGER IN DIAMETER SHALL BE CLEANED WITH PIPE CLEANING `PIGS" PRIOR TO DISINFECTION. THE "POLY PIGS" SHALL BE GIRARD INDUSTRIES AQUA SWAB -AS OR APPROVED EQUAL, 2 LB/CU. FT. DENSITY FOAM WITH 90A DUROMETER URETHANE RUBBER COATING ON THE REAR OF `PIG"ONLY. 17. `PIGS" SHALL BE CYLINDER SHAPED WITH BULLET NOSE OR SQUARE END. THE CONTRACTOR WILL PERFORM THE CLEANING OPERATION. 18. ALL WATERMAINS AND SERVICES SHALL BE PRESSURE TESTED TO A MINIMUM OF 200 PSI OR 150 PSI OVER OPERATING PRESSURE, IN ACCORDANCE WITH THE SPECIFICATIONS OF THE CITY OF RENTON AND THE WASHINGTON STATE HEALTH DEPARTMENT. ALL PRESSURE TESTING SHALL BE DONE IN THE PRESENCE OF A REPRESENTATIVE OF THE CITY OF RENTON. THE QUANTITY OF WATER LOST FROM THE MAIN SHALL NOT EXCEED THE NUMBER OF GALLONS PER HOUR AS LISTED IN CITY OF RENTON STANDARD PLANS & SPECIFICATIONS 7-11.3(11). THE LOSS IN PRESSURE SHALL NOT EXCEED 5 PSI DURING THE 2 HOUR TEST PERIOD. 19. ALL WATERMAINS AND SERVICES SHALL BE DISINFECTED BY THE INJECTION OF A 50 PPM (MINIMUM CONCENTRATION) CHLORINE/WATER SOLUTION. DRY CALCIUM HYPOCHLORITE SHALL NOT BE PLACED IN THE PIPE AS LAID. CHLORINE SHALL BE METERED/INJECTED IN ACCORDANCE WITH SECTION 7-11.3(12)E OR 7-11.3(12)F OF THE STANDARD SPECIFICATIONS REFERENCED ABOVE. 20. A PRE -CONSTRUCTION CONFERENCE IS REQUIRED PRIOR TO ANY CONSTRUCTION. A MINIMUM OF FIVE (5) WORKING DAYS NOTICE IS REQUIRED FOR SCHEDULING. 21. TWENTY-FOUR (24) HOURS NOTICE WILL BE REQUIRED PRIOR TO STARTING NEW CONSTRUCTION. 22. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO SECURE ALL NECESSARY PERMITS PRIOR TO STARTING CONSTRUCTION. 23. INSTALLATION OF CORPORATE STOPS, WATER SERVICES, LINES AND METERS SHALL NOT BE DONE UNTIL ALL SERVICE AGREEMENTS, METER APPLICATIONS, CONSTRUCTION PERMITS, AND PAYMENT OF FEES HAVE BEEN MADE TO THE CITY OF RENTON. 24. ALL CONNECTION TO EXISTING MAINS IS TO BE ACCOMPLISHED BY THE CITY OF RENTON, EXCEPT WET TAPS, WHICH MAY BE MADE BY APPROVED WET TAP CONTRACTORS WITH PRIOR APPROVAL FROM THE PUBLIC WORKS DEPARTMENT. ALL NECESSARY EXCAVATION AND MATERIALS ARE TO BE SUPPLIED BY THE CONTRACTOR AND BE ON -SITE PRIOR TO CITY NOTIFICATIONS. 25. INSPECTION WILL BE ACCOMPLISHED BY A REPRESENTATIVE OF THE CITY OF RENTON. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY DEVELOPMENT SERVICES TWENTY FOUR (24) HOURS IN ADVANCE OF BACKFILLING ALL CONSTRUCTION. THE CONTRACTOR, AS WELL AS THE ENGINEERS, SHALL KEEP AS -BUILT DRAWINGS. 26. CONTRACTOR TO PROVIDE PLUGS AND TEMPORARY BLOW -OFF ASSEMBLIES FOR TESTING AND PURITY ACCEPTANCE PRIOR TO FINAL TIE-IN. 27. ALL JOINT RESTRAINT SYSTEMS (SHACKLE RODS, NUTS, BOLTS, ETC.) SHALL BE AS MANUFACTURED BY THE STAR MANUFACTURING COMPANY OF COLUMBUS OHIO, OR EQUAL, APPROVED IN WRITING BY THE PUBLIC WORKS DEPARTMENT. 28. ASPHALT AND CONCRETE STREET PAVING SHALL BE SAWCUT TO A MINIMUM DEPTH OF TWO (2) INCHES. OIL MAT STREETS MAY BE SPADE CUT. ALL SURFACE CONCRETE, PAVEMENT, SIDEWALKS, CURB, GUTTERS, AND DRIVEWAY APPROACHES SHALL BE SAWCUT TO A MINIMUM DEPTH OF TWO (2) INCHES OR REMOVED TO AN EXISTING EXPANSION JOINT. 29. A TEMPORARY COLD MIX ASPHALT PATCH SHALL BE PLACED ON THE DAY OF INITIAL EXCAVATION WITH A PERMANENT, SEALED PATCH TO BE PLACED, TO CITY OF RENTON POLICY, WITHIN 10 DAYS. CALL FOR SUBGRADE INSPECTION PRIOR TO PLACEMENT OF FINAL PATCH. * 30. FOR CITY PROJECTS SUCH AS TELEMETRY CONDUIT, THE PVC PIPE USED SHALL BE ALL CHEMICAL PROCESS LINES SHALL BE SCHEDULE 80 PVC PIPE. SCHEDULE 40 IN UNIMPROVED AREAS AND SCHEDULE 80 PVC PIPE UNDER IMPROVED AREAS. APPROVED BY: APPROVED BY: APPROVED BY: APPROVED BY: R-400302 DATE: DATE: DATE: DATE: Know what's below. Cali before you dig. M \ \ 0 \ Nt I � Lu \ `w 2y GRAPHIC SCALE �6 I INCH = 16 FT. PORTION OF: NW 1/4, NW 1/4 AND SW 1/4, NW 1/4, SECTION 09, T. 23 N., R. 05 E., W.M. 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P` 2 •g W J REVISED SUNSET LANE ROW LINE AND LOT AREA 3/2/2016 dRD BENCHMARK SURVEYING LLC JD ADDED 19• PSE ESMT NOTE ALONG SUNSET LANE 3/14/2016 1 1915 44TH DRNE SE Ind ADDED ADDITIONAL MONUMENT AND BENCHMARK REFERENCES 7/05/2016 E\TERETT, WA 98208 EVERETT KIRKLAND n..r p. 206.396.6252 p.206.396.3199 \ i <1N, SE SANITARY WER ONE '8yeq,��ppa,, {{, \ m STORM DRAIN ONE i /J?',p`W \ uv UNDERGROUND POWER LINES Ur UNDERGROUND TELEPHONE ONES ury UNDERGROUND CABLE N ONES mmT OVERHEAD POWER LINES 0Hl OVERHEAD UTUTY ONES CHAIN LINK FENCE FOUND/SET IRON REBAR W/ PLASTIC CM AS NOTED. -- UNLESS OTHERWISE STATED. 79-055 van eE, B MIXHUNENTS AS NOTED FOUNW w w -- / h ' UNLESS OTHERWISETAM NSTAIED. PLUG AS NOTED. SUNSET LANE NE a � c I ps M. OR MEAS.: MEASURED RECORD ON S 4758M• P. OR PLAT: INDICATE RECORD PLAT DIMENSION -- - - - - COR CALC.: INDICATE A CALCULATED NEN9pl I -I '4.� I Tv251." CALC 8 DEEDI� ,{ INDICATES ENCROACHMENT DIMENSION. -3�.44L sm 8233• (85.05• 11A) x MEM N15.%f'5B•E LLA INPLIED BININOART 137.57 CAIO(I37.72.BA_ NOTES: HORIZONTAL MERIDIAN: N1 of I.XINJBA E / 1 • ,=F { \ BASIS OF BEARING` 512e27-E.BETWEEN CRY OF RENTON MONUMMONUMENTNUMBERS 5i FACE Of BUILOWG \ AND 1843 ALONG NE 12thth ST. ST. I\ ~- - - - - -- \ - Z CCOONTCAL DATUM: HAW 88 TWORK TROLLING BENCHII CIO5 TY OF RENTON MONUMENT NOR CITY OF RENTON CONTROL . 7: BEV -1 94 gt\ 3' BRASS DISC W/'X' IN CASE AT INT. OF NE 12TH ST. 4 EDMMDS AVE. NE. ` )9 F \ S ELEVgnaN - 326.43• (99 496 METERS) CITY OF RENTDN MONUMENT NO. 1843: I C •�, \ / - 1/8 -BRASS NAION GONG. MON. IN CASE AT INT. OF NE 12TH ST. E MONROE AVE. NE ELEVATION - 425.15' (129.585 METERS) LOT \`\115 ELLV=J318VCo,�? �YAP/ TAX •ACCOUNT N0: ]22780-1075Ao AREX 26,378 SQ. FT., OU 0.805 ACRES %NOf, rj ri 1 I ii `Ic' TITLE REPORT: FIRST AMERICAN TI INSURANCE COMPANY FILE NO. q• NCS-717675-WAI, DATED FEBRUARY 23, 2016. ALL LEGAL DESCRIPTONS ARE PER \ I I \ \ J �'°� "R� SAID REPORT AND ANY EASEMENTS SHOWN HEREON. LOT A�s REFERENCE SURVEYS: j CORRECTED PLAT OF RENTON HIGHLANDS NO. 2 TL# 7227801065 LOT W.SD.O.T. SR -900 R -O -W PLANS 6-19-1969, REV. 3-17-19T/ 1 RAN N 1982 OYLER SURVEY, LU 003-82, BIL 31, Pg. 235, RECO 8204219003 A I I RENTON HIGHLANDS LIBRARY 1983 OYLER SURVEY, LLA 007-83, BIL 35, Pg. 205, RECO 8304119003 WTL# 7 22 7801 075 a I I I I ���iii 19&5 OYLER SURVEY, LU 015-83, ME 37, Pg. 190, REC/ 8309299002 r6' I I I q•6' �\ (UNDER CONSTRUCTION) 19&3 D.E.A. SURVEY. BK. 89, PO. 248, RECO 9210149004 261378 SOFT. I I \ �+ 2005 PACE SURVEY, BK. 18% PG. 180, RECO 20050422900002 0.605 AC. \\/ j I \ 3 2013 9TE SURVEY, LLA 13-001114, BK.302, PG 163, REC.O2013002900011 THE LOCATION AND DESCRIPTION OF ALL SURVEY MARKERS AND TOPOGRAPHY SHOWN HEREON ARE BASED ON FIELD OBSERVATIONS TAKEN IN DECEMBER 2010. JANUARY 2015 AND FEBRUARY 2016, UNLESS OTHERWISE INDICATED. WAGE WALL WORK PERFORMED IN CONJUNCTION WITH THIS SURVEY UTUZED THE FOLLOWING \\ Y EQUIPMENT AND PROCEDURE: (A) MCA MA1103 ELECTRCNIC TOTAL STATION, j I I I 1/ \��/ " MAINTAINED TO THE MANUFACTURER'S SPECIFICATIONS PER W.A.C. 332-130-100. (B) FIELD TRAK M. EXCEEDING REQUIREMENTS SET FORTH IN W.A.C. EIFh33A95 332-130-090. THIS SURVEY DRAWING PRESENTS SURFACE FEATURE LOCATED DURING THE COURSE OF THIS SURVEY. UNDERGROUND UTLITE SHOWN HEREON (IF ANY) ARE GNMCE WALL BASED SOLELY UPON INFORMATON PRONDED BY OTHER$ AND BENCHMARK SURVEWNG LLC DOES NOT ACCEPT RESPONSIBILITY OR ASSUME UABIUTY FOR THE ACCURACY OR CWAPLETENESS 4^ 1y y I I I\L � %ii-===== CONTRACTOR/ENGINEERS/OWNERS/ARCHITECTS AND ALL OTHERS SHALL VERIFY 'Ad i�/�; ,A� I �EXACT 9ZE AND LOCATION PRIOR TO CONSTRUCTION. / 11YJ$r� CALL FOR LOCATE: UTUTY LOCATION SERWCE: 1-800-424-5555. / FOAOE Of BULONC xa6325eTu LLA. MPum BOUNDARY,uE_ . _ .. LEGAL DESCRIPTION: \ S3542.58'W 85.151 HELD h Ll*� T 125.18• ma (188.91• W) N Iffi1 r6, \ \ I / \ $ E131]240.2'T , LOT A OF THE CITY OF RENTOR LOT UNE ADJUSTMENT NO. LUA 13-001114, AS _ \ ��po�_ VO RECORDED IN VOLUME 302 OF SURVEYS, PAGES 162 AND 163, RECORDED /WSDO.i. 37'R p -W WT— Wim- - U9HT PqE AOgTNEO TO WALL____________________ _-e�m `T� OCTOBER 02, 2013 UNDER RECORDING NUMBER 20131002900011, RECOIRDS OF KING COUNTY, WASHINGTON. -�f�- ----- --1970 WSDOT 32'8 -O -W SURVEYOR's NOTE •9T 11956 PLgTiED JO' R -O -W TIE SIRIkY O DH5 PARCEL BY YAM) MAPIRK INC• FOR RENTON IDT UNE 956 PUilEO JD' R -G -W C:l ai - su I - s - m - - - - '' . NO. AOI151NE4i (LLA) WA IJ -001111. REG. N0. 201JI002800011 HAS NRONCIY USED A 30' HALF 1 342 aww RMNT- -WAY (ROW) WON FOR THE RINSET LANE NE ROW VACATON INSTEAD OF TK 25' HALF L / � ' WOM PER RECORD GOOD (REC/ 552A75} THE LLA SURWY AL50 DID NOT USE THE ROW OED) FOR w w w w w W / SUNSET UNE NE AUGIIMENT, WHICH IMS MRWY DOES. i^� 4- TIE ROW 000" !LONG SUNSET &`N ME DEPICTS AN AIMMONAL 12 TO BE DEDICATED, BUT c THE UE DES:RWTON FAILS TO QOWCTLY DESCRIBE THE LOCATION ACCURATELY. 9,¢ THIS 91RKY SHOWN NE DEETCW VENC MEASURED DATA, WSD.CT. ROW PUNS AND UTU2RIG M .r4% LANE D, IS GEACMlG THE "YIRJED• LOT UNE MMISIMENT POSITOV ON $UNffb i & NEE a � - _ - Si5'12.56'N ZEAS (S5'1330'W ILA) - O 4D 2016 P� (� NE SUNSET BLVD ( 900) - �P �J R-400303 DATE 3/02/2016 966 HARRINGTON AVE - 271 1 SUNSET LN NE sCAE I••= 16 BOUNDARY & TOPOGRAPHIC SURVEY RENTON, WA 98056 SURVEY OK: JD/KORO FOR FIELD BOOK RR COLPITIS SUNSET LLC COLPITTs i -2016 O O O w c� 0 CU LEI 0 0 I 0 U) 1- Ld LEI U) 0 0 Q U i LEI U Q ry ry Ld - Ld V)In z V) ry Don o�ry %moo 0-0)ftf Lij :2 :2Q QFz z Ld LLJ J 0 Cn Ea- z EROSION CONTROL NOTES 1. THESE NOTES SHALL APPEAR FOR ALL PROJECTS - SITE IMPROVEMENTS, SURFACE WATER UTILITY, WASTEWATER UTILITY, WATER UTILITY, AND TRANSPORTATION PLANS: \ q� 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. 0� \ 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 VA INSTALL INLET PROTECTION ys� �REQUIRED TO ENSURE THAT ALL PAVED AREAS ARE KEPT CLEAN AND TRACK OUT TO ROAD RIGHT OF WAY DOES NOT OCCUR USING STRAW WATTLES OR / FOR THE DURATION OF THE PROJECT. OTHER APPROVED BMP AT $ �oojl����9�� FILTERRA UNITS / 5. ALL REQUIRED SEDIMENTATION/EROSION CONTROL FACILITIES MUST BE CONSTRUCTED AND IN OPERATION PRIOR TO LAND e8;4.�CLEARING AND/OR CONSTRUCTION TO PREVENT TRANSPORTATION OF SEDIMENT TO SURFACE WATER, DRAINAGE SYSTEMS AND 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 I IMPLEMENTATION, MAINTENANCE, REPLACEMENT AND ADDITIONS TO EROSION/SEDIMENTATION CONTROL SYSTEMS SHALL BE THE �3377 - - - �3a\ S U S E N E RESPONSIBILITY OF THE PERMITEE. - 40or 6. THE EROSION AND SEDIMENTATION CONTROL SYSTEMS DEPICTED ON THIS DRAWING ARE INTENDED TO BE MINIMUM PROPOSED BUI ING 8 - �sd OUTLINE - Qs - - _ REQUIREMENTS TO MEET ANTICIPATED SITE CONDITIONS. AS CONSTRUCTION PROGRESSES AND UNEXPECTED OR SEASONAL w 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 ------------ =3�8 , SHALL BE THE OBLIGATION AND RESPONSIBILITY OF THE PERMITEE TO ADDRESS ANY NEW CONDITIONS THAT MAY BE CREATED 43 �/V/> I. FORMED FOR CONC. POUR I 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. SIN,, r----- O �§��(/ ¢ �� - - - - - - - _ _ �____ _ R `°"Srn°°n° I j 7. APPROVAL OF THIS PLAN IS FOR EROSION/SEDIMENTATION CONTROL ONLY. IT DOES NOT CONSTITUTE AN APPROVAL OF STORM ���`' g , - g - Im ❑ ❑ " I �I _ ®®� I 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 - - - - - - - n NEW CONCRETE WALK w w , , INSTALL INLET PROTECTION 2 // f - - - - - - - - - _ _ °�^ �_ N354258°E L.L.A. IMPLIED E THE WET SEASON (OCTOBER 1ST THROUGH MARCH 30TH) OR SEVEN DAYS DURING THE DRY SEASON (APRIL 1ST THROUGH USING STRAW WATTLES OR O O �''� I 338_ _ 1s7.si' CALL. (137.7 SEPTEMBER 30 SHALL BE IMMEDIATELY STABILIZED WITH THE APPROVED ESC COVER METHODS E.G., SEEDING, MULCHING, OTHER APPROVED BMP AT � C1 -- � _ � � ENCLosv N 185218.5 3 \ PLASTIC COVERING, ETC.). T� E 1307138.73 P?_,Z R R A UNITS vI _ _ _ I - -337- - - STAIRWAY FACE OF BUILDIN _ 9. WET SEASON SEASONAL EROSION AND SEDIMENT CONTROL REQUIREMENTS APPLY TO ALL CONSTRUCTION SITES CLEARING �'�` ® �,• INTERCEPTOR SWALE WISH �h. ELEV=33a. \ BETWEEN OCTOBER 1 AND MARCH 30 INCLUSIVE, UNLESS OTHERWISE APPROVED BY THE CITY THROUGH AN ADJUSTMENT �` `J�` I °�� CHECK DAMS PER COR S 338 /',,- A;p EXISTING LIBRARY r'� •�, s� � / ti F A I 1 % PROCESS. �` 315.5f -� �` PLAN 217.10 AND 217.40/ o jf DRIVEWAY. CONTRACTOR K�,a g,� �'� i I �$' - I , , - 2F SHALL COORDINATE 10. COVER MEASURES WILL BE APPLIED IN CONFORMANCE WITH APPENDIX D OF THE SURFACE WATER DESIGN MANUAL. ACCESS SHUT DOWNS ;'o � - ELEV=334. WITH PROPERTY OWNERS 11. ANY AREA NEEDING ESC MEASURES, NOT REQUIRING IMMEDIATE ATTENTION, SHALL BE ADDRESSED WITHIN SEVEN (7) DAYS. o �� / i ' _ CONNECT EXISTING 9? 12. THE ESC FACILITIES ON INACTIVE SITES SHALL BE INSPECTED AND MAINTAINED A MINIMUM OF ONCE A MONTH OR WITHIN 24 As / I 1 p ROOF DRAIN TO HOURS FOLLOWING A STORM EVENT. /-320.0f II DEWATERING PUMP g - L. V/ 13. AT NO TIME SHALL MORE THAN ONE (1) FOOT OF SEDIMENT BE ALLOWED TO ACCUMULATE WITHIN A CATCH BASIN. ALL CATCH 0 'sqp, N TL# 7227801065 BASINS AND CONVEYANCE LINES SHALL BE CLEANED PRIOR TO PAVING. THE CLEANING OPERATION SHALL NOT FLUSH p�o� 9 J'�. TL# 7227801075 o ����' �+l��c� SEDIMENT -LADEN WATER INTO THE DOWNSTREAM SYSTEM. GHT OF WAY LINE ti !�� KLNT3111C1wIL&NDS LIBRARY YP) 9 I s;378 ( I `''�' N Li�tucrloN� 4.5-FT DEEP SEDIN IT TRAP 11.5�5SKOIM NT i` , �, 14. DURING THE TIME PERIOD OF OCTOBER 1ST THROUGH MARCH 30TH, ALL PROJECT DISTURBED AREAS GREATER, THAT ARE TO STORAGE, 3.5-FT SETTING DEPTH, 1-FT FIR BOARD) I BE LEFT UN -WORKED FOR MORE THAN 12 HOURS, SHALL BE COVERED BY MULCH, SODDING OR PLASTIC COVERING. WITH 20-FTx20-FT BOTTOM AREA 3:1 SIDE, LOPES, �� WITH 1-INCH DEWATERING ORIFICE AND 10LICH I f ( 0 15. ANY PERMANENT RETENTION/DETENTION FACILITY USED AS A TEMPORARY SETTLING BASIN SHALL BE MODIFIED WITH THE OVERFLOW RISER OR 1,330 CF BAKER TANK IWITH SUMP aw I GARAGE WALL NECESSARY EROSION CONTROL MEASURES AND SHALL PROVIDE ADEQUATE STORAGE CAPACITY. IF THE PERMANENT FACILITY IS PUMP PER COR STD PLAN 216AP (SHEET C1.I3) TO FUNCTION ULTIMATELY AS AN INFILTRATION SYSTEM THE TEMPORARY FACILITY MUST BE ROUGH GRADED SO THAT THE FM STABILIZED OIUSTRUCTION ELEV=334.95 BOTTOM AND SIDES ARE AT LEAST THREE FEET ABOVE THE FINAL GRADE OF THE PERMANENT FACILITY. I ''� � ' FM ENTRANCE PER COR STD J� 16. PRIOR TO THE BEGINNING OF THE WET SEASON (OCT. 1), ALL DISTURBED AREAS SHALL BE REVIEWED TO IDENTIFY WHICH ONES PROPO* BUILDING PLAN 215.10 - I I U___ GARAGE WALL CAN BE SEEDED IN PREPARATION FOR THE WINTER RAINS. DISTURBED AREAS SHALL BE SEEDED WITHIN ONE WEEK OF THE OUTLINE 15-FTI ,3 335 BEGINNING OF THE WET SEASON. A SKETCH MAP OF THOSE AREAS TO BE SEEDED AND THOSE AREAS TO REMAIN UNCOVERED 3 * f\ I l\ s� ' - 336 SHALL BE SUBMITTED TO THE CITY OF RENTON FOR REVIEW. 3 32 t _ V. 320.8f ` B� - 337 -338 �pls9 - �` Y 338 320.8f 3 _ - - - _ - 3333.0f LEGEND: 3s - -- - - 34 FACE OF BUILDING (1) (D S (D (D SHORING WALL PER STRUCTURAL SHEET S000 0 ti�4 imI-3" N35-4z'58"E L.L.A. IMPLIED BOUNDARY LINT �ol� � � � S 85. & 125.18' CALC.*(12s.s1' LLA) SILT FENCE PER COR STD PLAN 214.00 N 1 145.60 CATCH BASIN F�� T ,39 \ ✓LIGHT POLE A7THE 70 WALL \� -� E 130 ��T4 FM FORCE MAIN PER COR STD INTERCEPTOR SWALE WITH CHECK DAMS 3 �� i°33895 _ PER COR STD PLAN 217.10 AND 217.40 \ 216.30 (TYP) G:338.4g - w do - �ol��* N / TC: 341.41 �- G: 340.90 TC:344.50 �' g P/ w. GC3 2.280 g�ys� �,� v'vs 340.Oi G:343.99 ❑ ❑ ❑ ❑ CHAIN LINK FENCING (6-FT MIN HEIGHT) AND T. �'�s �`�' %��' a�`� a74o7 • ET e` V STORMWAt,8> ti ,� CLEARING AND FADING LIMITS, AND CLEARING LIMITS �s � �.gk 'a�`�o R2»18, �C�mr O DISCHARGE POINT. CHAIN LINK FENCNG (6-FT MIN HEIGHT)1mrxnr1mr STABILIZED CONSTRUCTION ENTRANCE Ck ��`�`'`�, 0) '� SHORING WALL (TYP) PER COR STD PLAN 215.10 q��; 4b SILT FENCE (TYP) `h��? ° TEMPORARY GRADING LAYBACK PER STRUCTURAL SHORING RECOMMENDED CONSTRUCTION SEQUENCE 2PLAN 13 30SHAND 20300STABILIZED PER COR STD PLANS 213.20, �.2 9. MAINTAIN EROSION CONTROL MEASURES IN ACCORDANCE WITH CITY OF RENTON , 1. HOLD THE PRE -CONSTRUCTION MEETING. STANDARDS AND MANUFACTURER'S RECOMMENDATIONS. CATCH BASIN FILTER PER COR STD PLAN 216.30 10. RELOCATE EROSION CONTROL MEASURES, OR INSTALL NEW MEASURES SO THAT AS ' 2. POST SIGN WITH NAME AND PHONE NUMBER OF ESC SUPERVISOR (MAY BE DEWATERING PUMP SITE CONDITIONS CHANGE, THE EROSION AND SEDIMENT CONTROL IS ALWAYS IN © CONSOLIDATED WITH THE REQUIRED NOTICE OF CONSTRUCTION SIGN). ACCORDANCE WITH CITY OF RENTON STANDARDS. C1.4 �1 niPPrTIr)K1 11F CIIRFArP' RIIkI(lF47 3. FLAG OR FENCE CLEARING LIMITS. 11. COVER ALL AREAS THAT WILL BE UNWORKED FOR MORE THAN SEVEN DAYS DURING THE DRY SEASON OR 12 HOURS DURING THE WET SEASON WITH STRAW, WOOD 4. INSTALL CATCH BASIN PROTECTION. FIBER MULCH, COMPOST, PLASTIC SHEETING, OR EQUIVALENT. 5. GRADE AND INSTALL CONSTRUCTION ENTRANCE. 12. STABILIZE ALL AREAS WITHIN SEVEN DAYS OF REACHING FINAL GRADE. 6. INSTALL PERIMETER PROTECTION (SILT FENCE, STRAW WATTLES, ETC.). 13. SEED, SOD, STABILIZE, OR COVER ANY AREAS TO REMAIN UNWORKED FOR MORE SCALE: 1" = 20' 7. CONSTRUCT SEDIMENT TRAPS WITH SUMP PUMPS. THAN 30 DAYS. 14. UPON COMPLETION OF THE PROJECT, STABILIZE ALL DISTURBED AREAS AND 0 20 40 60 8. CONSTRUCT SURFACE WATER CONTROLS (INTERCEPTOR DIKES, PIPE SLOPE DRAINS, REMOVE BMPS IF APPROPRIATE. ETC.) SIMULTANEOUSLY WITH CLEARING AND GRADING FOR PROJECT DEVELOPMENT. CONSTRUCTION RECORD DRAWING THIS CONSTRUCTION RECORD DRAWING IS A COPY OF THE APPROVED CONSTRUCTION DRAWING PREPARED BY OSBORN CONSULTING INC. AND HAS BEEN EDITED USING INFORMATION PROVIDED BY OAK HILLS CONSTRUCTION, LLC TO REFLECT ASBUILT CONDITIONS APPROVED BY: DATE: APPROVED BY: DATE: APPROVED BY: DATE: APPROVED BY: DATE: R-400304 Know what's below. Cali before you dig. c� 0 0 0 0 I 0 U) Ld LEI U) 0 0 Q U i Ld U Q ry ry Ld Ld v)n z V) Don o04ry 00 Ld 0-0)ry Lij LLI LLJ :2 :2 :2Q QFz z J N 41 6ONTRACTOR SHALL COO RELOCATING EXISTING FR / UTILITY C 9 CONSTRUCTION RECORD DRAWING THIS CONSTRUCTION RECORD DRAWING IS A COPY OF THE APPROVED CONSTRUCTION DRAWING PREPARED BY OSBORN CONSULTING INC. AND HAS BEEN EDITED USING INFORMATION PROVIDED BY OAK HILLS CONSTRUCTION, LLC TO REFLECT ASBUILT CONDITIONS FAI STORMWATER CONNECTION BEING CONSTRUCTED BY CITY OF RENTON AS PART OF SUNSET LANE PROJECT m SEC. 09 , T 23 N. , R. 05 E. , W. M. AS NEEDED TO CONSTRUCT ET LN N35'42'58'E L.L.A. IMPLIED 1 137.57' CALC. (137.7 — t 1JU7138.73 "ACE OF BUILDIN `f�gTECT EXISTING ELE STAIRWAY \ Ns PROTECT EXISTING DRIVEWAY AND COORDINATE ACCESS WITH LIBRARY FL# 72277801065 Ktiv 1011 U&NDS LIBRARY (JNMRR U C TI ON ) REROUTE EXISTING TRENCH DRAIN TO BUILDING PLUMBING SYSTEM, SEE PLUMBING PLANS END EXISTING CONCRETE WALL REMOVAL N35.42'58"E L.L.A. IMPLIED BOUNDARY LIN! 125.187 CALC.*(1k;1' LLA) 970 W.S.D.O.T. 37' R-O-W TIED 30' R-O-W NOTE - 1. REFER TO THE CITY OF RENTON LATEST CONSTRUCTION PLAN FOR SUNSET LANE NE FOR LOCATION OF CITY IMPROVEMENTS. FINAL EXTENT OF TRENCH RESTORATION SHALL BE AS DIRECTED BY CITY CONSTRUCTION INSPECTOR IN THE FIELD. TRENCH RESTORATION SHALL BE PER COR STANDARD DETAILS. ANY CITY IMPROVEMENTS DAMAGE BY BUILDING 1 CONTRACTOR SHALL BE REPLACED TO MATCH ORIGINAL CONDITION. LEGEND: — — — — — — — — — — — — — — — — — — SAWCUT 0-0-0-0-0-0-0— REMOVE CONSTRUCTION FENCE �Vy"'AN-0-, �- 1j18, ��9a w'—CONTRACTOR SHALL �SAWCUT AND REMOVE TOP OF EXISTING CONCRETE WALL ,XISTING LIGHT COORDINATE SIDEWALK REMOVE CEMENT CONCRETE CURB AND GUTTER �� .��� s I� BELOW ADJACENT EXISTING SIDEWALK APPROX. LAND WIRING. CLOSURE WITH CONTRACTORS LEN -Ps EXI TING LIGHT POLES UTILITY PLAN — — — — — — — — REMOVE KEYSTONE WALL �" '•�; 'o +�' �'�� TRAFFIC CONTROL PLAN SCALE: 1 " = 20' 0 20 40 60 APPROVED BY: APPROVED BY: APPROVED BY: APPROVED BY: R-400305 CLEARING LIMITS REMOVE CEMENT CONCRETE SIDEWALK REMOVE ASPHALT PAVEMENT DATE: DATE: DATE: DATE: Know what's below. Cali before you dig. I w 0 3.1 CU LLJ 0 0 I 0 U) Ld Ld U) 0 0 a U i Ld U Q ry ry Ld Ld v)n z V) o04 _ D- �040 0-0)D- L.i LLI w :2 �:2Q QFz z Ld LLJ J 0 N LLL D_ =) GROOVESV\ FERTILIZER, AND DECREE NOTES 1. CONDITION OF USE 1.1. ALL SLOPES STEEPER THAN 3:1 AND GREATER THAN 5 VERTICAL FEET REQUIRE SURFACE ROUGHENING.. 1.2. AREAS WITH GRADES STEEPER THAN 3:1 SHOULD BE ROUGHENED TO A DEPTH OF 2 TO 4 INCHES PRIOR TO SEEDING. 1.3. AREAS THAT WILL NOT BE STABILIZED IMMEDIATELY MAY BE ROUGHENED TO REDUCE RUNOFF VELOCITY UNTIL SEEDING TAKES PLACE. 1.4. SLOPES WITH A STABLE ROCK FACE DO NOT REQUIRE ROUGHENING. 1.5. SLOPES WHERE MOWING IS PLANNED SHOULD NO BE EXCESSIVELY ROUGHENED. 2. DESIGN AND INSTALLATION SPECIFICATIONS 2.1. DISTURBANCE AREAS THAT WILL NOT REQUIRE MOWING MAY BE STAIR-STEO GRADED, GROOVED, OR LEFT ROUGH AFTER FILLING. 2.2. STAIR STEP GRADING IS PARTICULARLY APPROPRIATE IN SOILS CONTAINING LARGE AMOUNTS OF SOFT ROCK. STAIR SHOULD BE WIDE ENOUGH TO WORK WITH STANDARD EARTH MOVING EQUIPMENT. STAIRS STEPS MOST BE ON CONTOURS OR GULLIES WILL FORM ON THE SLOPE. 2.3. AREAS THAT WILL BE MOWED, MAY HAVE SMALL FURROWS LEFT BY DISKING, HARROWING, RANKING, OR SEED -PLANTING MACHINERY OPERATED ON THE CONTOUR. 2.4. GRADED AREAS WITH SLOPES GRATER THAN 3:1 BUT LESS THAN 2:1 SHOULD BE ROUGHED BEFORE SEEDING. 3. MAINTENANCE STANDARDS 3.1. PERIODICALLY CHECK ROUGHENED, SEEDED, PLANTED AND MULCHED SLOPES FOR RILLS AND GULLIES, PARTICULARLY AFTER A SIGNIFICANT STORM EVENT. FILL THIS AREAS SLIGHTLY ABOVE THE ORIGINAL GRADE, THEN RE -SEED AND MULCH AS SOON AS POSSIBLE. PUBLIC WORKS SURFACE ROUGHING STD. PLAN — 213.00 DEPARTMENT �NTp MAR"'li 2008 CONSTRUCTION RECORD DRAWING THIS CONSTRUCTION RECORD DRAWING IS A COPY OF THE APPROVED CONSTRUCTION DRAWING PREPARED BY OSBORN CONSULTING INC. AND HAS BEEN EDITED USING INFORMATION PROVIDED BY OAK HILLS CONSTRUCTION, LLC TO REFLECT ASBUILT CONDITIONS ( 1.2m.2m) ADJACENT ROLLS SHALL TIGHTLY ABUT III —III -I SEDIMENT, ORGANIC MATTER, AND NATIVE SEEDS ARE \ =III , CAPTURED BEHIND THE ROLLS ROLL SPACING -III—III 1 DEPENDS ON SOIL --I TYPE AND SLOPE STEEPNESS _III I/ I TOE IN SHEETING IN MINIMUM 4"X4" TRENCH I III -III STRAW ROLLS MUST BE PLACED ALONG SLOPE CONTOURS :..._ I ( 75125mm) � _ MIN. 2" IIIIIIIIIIII PROVIDE ENERGY DISSIP AT TOE WHEN NEEDED - 'III OVERLAP / —III _ I I- ANCHOR IN 6"x6"MIN. TRENCH AND STAPLE AT 12" INTERVALS W-10" DIA. III —I ' MIN. 6" OVERLAP (200-250mm) _ STAPLE OVERLAPS LIVE STAKE _ I I I -I I I —I I I —I I I —I I I —I �I - MAX. F SPACING BRING MATERIAL DOWN TO A LEVEL AREA, TURN ? THE END UNDER 4" AND STAPLE AT 12" INTERVALS NOTES 1. CONDITION OF USE 1.1. FOR PERMANENT STABILIZATION OF SLOPES 2HAV OR GREATER AND WITH MORE THAN 10 FEET OF VERTICAL RELIEF. 1.2. IN CONJUNCTION WITH SEED FOR FINAL STABILIZATION OF A SLOPE, NOT FOR TEMPORARY COVER. HOWEVER, THEY MAY BE USED FOR TEMPORARY APPLICATIONS AS LONG AS THE PRODUCT IS NOT DAMAGED BY REPEATED HANDLING. 2. DESIGN AND INSTALLATION SPECIFICATIONS EROSION CONTROL BLANKETS SHALL BE PER WSDOT STD SPEC 9-14.5(2) 2.1. INSTALLATION IS CRITICAL TO THE EFFECTIVENESS IF THIS PRODUCT IF GOOF GROUND CONTACT IS NOT ACHIEVED, RUNOFF CAN CONCENTRATE UNDER THE PRODUCT, RESULTING IN SIGNIFICANT EROSION.. 2.2. JUTE MATTING MUST BE USED IN CONJUNCTION WITH MULCH. EXCELSIOR, WOVEN STRAW, BLANKETS, AND COIR ( COCONUT FIBER) BLANKETS MAY BE INSTALLED WITHOUT MULCH. 2.3. PURELY SYNTHETIC BLANKETS ARE ALLOWED, BUT SHALL ONLY BE USED FOR LONG-TERM STABILIZATION OF WATERWAYS. THE ORGANIC BLANKETS, ARE BETTER FOR SLOPE PROTECTION AND SHORT-TERM WATERWAY PROTECTION BECAUSE THEY RETAIN AND PROVIDE ORGANIC MATTER TO THE SOIL, SUBSTANTIALLY IMPROVING THE SPEED AND SUCCESS OF RE -VEGETATION. 3. MAINTENANCE STANDARDS 3.1. GOOD CONTACT WITH THE GROUND MOST BE MAINTAINED, AND THERE MOST NOT BE EROSION BENEATH THE BET OR BLANKET. 3.2. AREAS OF THE NET OR BLANKET THAT ARE DAMAGED OR NOT CLOSE CONTACT WITH THE GROUND SHALL BE REPAIRED AND STAPLED. 3.3. IF EROSION OCCURS DUE TO POORLY CONTROLLED DRAINAGE, THE PROBLEM SHALL BE FIXED AND THE ERODED AREA PROTECTED. •� y— STD. PLAN — 213.20 6"�' PUBLIC WORKS SLOPE INSTALLATIONS DEPARTMENT OF EROSION CONTROL BLANKETS A-11�C11 tN p Iv008 TO PREVENT RUN OFF FLOWING DOWN FACE OF CUT INSTALL INTERCEPTOR SWALE. LOCATION PER PLANS. EROSION CONTROL BLANKET OR PLASTIC COVERING PER CITY OF RENTON STANDARD PLAN 213.20, OR 213.30 STRAW WATTLE SPACING PER CITY OF RENTON STANDARD PLAN 213.40 INTERCEPTOR SWALE. LOCATION PER PLANS CUT HEIGHT VARIES 0—FT TO 13—FT SEE STRUCTURAL SHORING PLAN S000 TEMPORARY GRADING SET BACK STABILIZATION N.T.S. NOTES 1. CONDITION OF USE 1.1. PLASTIC COVERING MAY BE USED ON DISTURBED AREAS THAT REQUIRED COVER MEASURES FOR LESS THAN 30 DAYS. 1.2. PLASTIC IS PARTICULARLY USEFUL FOR PROTECTING CUT AND FILL SLOPES AND STOCKPILES. 1.3. CLEAR PLASTIC SHEETING MAY BE USED OVER NEWLY-SHEEDED AREAS TO CREATE A GREENHOUSE EFFECT AND ENCOURAGE GRASS GROWTH. CLEAR PLASTIC SHOULD NOT BE USED FOR THIS PURPOSE DURING THE SUMMER MONTHS 1.4. THIS METHOD SHALL NOT BE USED UPSLOPE OF AREAS THAT MIGHT BE ADVERSELY IMPACTED BY RUNOFF. SUCH AREAS INCLUDE STEEP AND UNSTABLE SLOPES 2. DESIGN AND INSTALLATION SPECIFICATIONS 2.1. PLASTIC SHEETING SHOULD HAVE A MINIMUM THICKNESS OF 0.03 MILLIMETERS. 2.2. IF EROSION AT THE TOE OF A SLOPE IS LIKELY, A GRAVEL BERM, RIPRAP, OR OTHER SUITABLE PROTECTION SHALL BE INSTALLED AT THE TOE OF THE SLOPE IN ORDER TO REDUCE THE VELOCITY OF RUNOFF. 3. MAINTENANCE STANDARDS 3.1. TORN SHEETS MOST BE REPLACED AND OPEN SEAMS REPAIRED. 3.2. IF THE PLASTIC BEGINS TO DETERIORATE DIE TO ULTRAVIOLET RADIATION, IT MOST BE COMPLETELY REMOVED AND REPLACED. 3.3. WHEN THE PLASTIC IS NO LONGER NEEDED, IT SHALL BE COMPLETELY REMOVES. 1`SY O � '� PUBLIC WORKS i DEPARTMENT �`N•t0 PLASTIC COVERING STD. PLAN — 213.30 �l!ll�Cll 2008 NOTES 1" x 1" STAKE 1. CONDITION OF USE 1.1. SEEDING SHALL BE USED THROUGH THE PROJECT ON DISTURBED AREAS THAT HAVE REACHED FINAL GRADE OR THAT WILL REMAIN UNWORKED FOR MORE THAN 30 DAYS. 1.2. VEGETATION -LINED CHANNELS SHALL BE SEEDED. CHANNELS THAT WILL BE VEGETATED SHOULD BE INSTALLED BEFORE MAJOR EARTHWORK AND HYDROSEEDED OR COVERED WITH A BONDED FIBER MATRIX (BFM) 1.3. RETENTION / DETENTION PONDS SHALL BE SEEDED AS REQUIRED. 1.4. AT THE CITY'S DISCRETION, SEEDING WITHOUT MULCH DURING THE DRY SEASON IS ALLOWED EVEN THOUGH IT WILL TAKE MORE THAN SEVEN DAYS TO DEVELOP AN EFFECTIVE COVER. 1.5, AT THE BEGINNING OF THE WET SEASON, ALL DISTURBANCES AREAS SHALL BE REVIEWED TO IDENTIFY WHICH ONES CAN BE SEEDED IN PREPARATION FOR THE WINTER RAINS. DISTURBED AREAS SHOULD BE SEEDED WITHIN A WEEK OF BEGINNING OF THE WET SEASON. AT FINAL SITE STABILIZATION, ALL DISTURBED AREAS NOT OTHERWISE VEGETATED OR STABILIZED SHALL BE SEEDED AND MULCHED. 2. DESIGN AND INSTALLATION SPECIFICATIONS 2.1. THE BEST TIME TO SEED IS APRIL 1 THROUGH JUNE 30, AND SEPTEMBER 1 THROUGH OCTOBER 15. AREAS MAY BE SEEDED BETWEEN JULY 1 AND AUGUST 31, BUT IRRIGATION MAY BE REQUIRED IN ORDER TO GROW ADEQUATE COVER. AREAS MAY ALSO BE SEEDED DURING THE WINTER MONTHS, BUT IT MIGHT TAKE SEVERAL MONTHS TO DEVELOP A DENSE GROUNDCOVER DUE TO COLD TEMPERATURES. 2.2. TO PREVENT SEED FROM BEING WASHED AWAY CONFIRMED THAT ALL REQUIRED SURFACE WATER CONTROL MEASURES HAVE BEEN INSTALLED. 2.3. THE SEEDBED SHOULD BE FIRM BUT NOT COMPACTED. 2.4. IN GENERAL, 10-20-20N-P-K FERTILIZER MAY BE USED AT A RATE OF 90 POUNDS PER ACRE. IT IS RECOMMENDED THAT AREAS BEING SEEDED FOR FINAL LANDSCAPING CONDUCT SOIL TO DETERMINE THE EXACT TYPE AND QUANTITY OF FERTILIZER NEEDED. DISTURBED AREAS WITHIN 200 FEET OF WATER BODIES AND WETLANDS MUST USE SLOW RELEASE LO-PHOSPHORUS FERTILIZER. 2.5. THE FOLLOWING REQUIREMENTS APPLY FOR MULCHING 2.5.1. MULCH IS ALWAYS REQUIRED FOR SEEDING SLOPES GREATER THAN 3H:1 V 2.5.2. IF SEEDING DURING WET SEASON MULCH IS REQUIRED 2.5.3. THE USE OF MULCH MAY BE REQUIRED DURING WET SEASON AT THE CITY'S DISCRETION IF GRASS GROWTH IS EXPECTED TO BE SLOW, THE SOILS ARE HIGHLY ERODIBLE DUE TO SOIL TYPE OR GRADIENT, THERE IS A WATER BODY CLOSE TO THE DISTURBED AREA, OR SIGNIFICANT PRECIPITATION IS ANTICIPATED BEFORE THE GRASS WILL PROVIDE EFFECTIVE COVER. 2.5.4. MULCH MAY BE APPLIED IN TOP OF THE SEED OR SIMULTANEOUSLY BY HYDROSEEDING. 2.6. HYDROSEEDING IS ALLOWED AS LONG AS TRACKIFIER IS INCLUDED. HYDROSEEDING WITH WOOD FIBER MULCH IS ADEQUATE DURING THE DRY SEASON. HYDROSEEDING WITH WOOD FIBER MULCH IS ADEQUATE DURING THE DRY SEASON. DURING THE WET SEASON, THE APPLICATION RATE SHOULD BE DOUBLED. IT MIGHT BE NECESSARY IN SOME APPLICATIONS TO INCLUDE STRAW WITH THE WOOD FIBER, BUT THIS CAN BE DETERMINED TO GERMINATION. 2.7. AREAS TO BE PERMANENTLY LANDSCAPED SHALL USE SOIL AMENDMENTS. GOOD QUALITY TOPSOIL SHALL BE TILLED INTO THE TOP SIX INCHES TO REDUCE THE NEED FOR FERTILIZER AND IMPROVED THE OVERALL SOIL QUALITY. MOST NATIVE SOILS WILL REQUIRE THE ADDITION OF 4 INCHES OF WELL -ROTTED COMPOST TO BE TILLED INTO THE SOIL TO PROVIDE A GOOD QUALITY TOPSOIL. APPROVED BY: APPROVED BY: APPROVED BY: APPROVED BY: PUBLIC WORKS DEPARTMENT STRAW WATTLES DATE: DATE: DATE: DATE: R-400306 STD. PLAN — 213.40 MARCH 2O08 Know what's below. Cali before you dig. 0 0 It I 6 I w C� I) CU LLI r•� O O I 0 U) I- Ld Ld U) 0 0 a U i Ld U Q ry ry Ld I- Ld V)n z �LO n fn Don o�ry 0-0)ry L.i LLI LLJ :2 �:2Q QFz z Lq LLJ J 0 N =a- z JOINTS IN FILTER FABRIC SHALL BE SPLICED AT POSTS. USE STAPLES, WIRE RINGS, OR FCII IIVAI FNT TO ATTACH FARRIr. TO Pl1CTC 6' MAX. POST SPACING MAY BE INCREASED TO 8' IF WIRE BACKING IS USED NOTES 1. CONDITION OF USE 2"x2" BY 14 Ga. WIRE OR EQUIVALENT, IF STANDARD STRENGTH FABRIC USED FILTER FABRIC so _� MINIMUM 4"x4" TRENCH Z N BACKFILL TRENCH WITH u NATIVE SOIL 2"x4" WOOD POSTS, STEEL FENCE POSTS, REBAR, OR EQUIVALENT 1.1. SILT FENCE MAY BE USED DOWNSLOPE OF ALL DISTURBED AREAS. 1.2. SILT FENCE IS NOT INTENDED TO TREAT CONCENTRATED FLOWS, NOR IS INTENDED TO TREAT SUBSTANTIAL AMOUNTS OF OVERLAND FLOW. ANY CONCENTRATED FLOW MOST BE CONVEYED THROUGH THE DRAINAGE SYSTEM TO A SEDIMENT TRAP OR POND. 2. DESIGN AND INSTALLATION SPECIFICATIONS 2.1. THE GEOTEXTILE USED MOST MET THE STANDARD LISTED BELLOW. A COPY OF THE MANUFACTURER'S FABRIC SPECIFICATIONS MOST BE AVAILABLE ON SITE. 30.100SIEVE SIZE 0.60-0.15MM FOR SILT FILM AOS (ASTM D4751) 50-100SIEVE SIZE (0.30-0.15MM) FOR OTHER FABRICS WATER PERMITTIVITY ASTM D491 0.02SEC`1 MINIMUM 180 LBS. MIN. FOR EXTRA STRENGH FABRIC GRAB TENSILE STRENCHT (ASTM D4632) 10D LBS. MIN. FOR STANDARD STRENGHT FABRIC GRAB TENSILE ELONGATION ASTM D4632 30%MAX. ULTRAVIOLATE RESISTANCE(ASTM D4355) 70%MIN. 2.2. STANDARD STRENGTH FABRIC REQUIRES WIRE BACKING TO INCREASE THE STRENGTH OF THE FENCE. WIRE BACKING OR CLOSER POST SPACING MAY BE REQUIRED FOR EXTRA STRENGTH FABRIC IF FIELD PERFORMANCE WARRANTS A STRONGER FENCE. 2.3. WHERE THE FENCE IS INSTALLED, THE SLOPE SHALL NOT BE STEEPER THAN 2HAV 2.4. IF A TYPICAL SILT FENCE IS USED, THE STANDARD 4X4 TRENCH MAY NOT BE REDUCED AS LONG AS THE BOTTOM 8 INCHES OF THE SILT FENCE IS WELL BURIED AND SECURE IN A TRENCH THAT STABILIZES THE FENCE AND DOES NOT ALLOW WATER TO BYPASS OR UNDERMINE THE SILT FENCE. 3. MAINTENANCE STANDARDS 3.1. ANY DAMAGE SHALL BE REPAIR IMMEDIATELY. 3.2. IF CONCENTRATED FLOES ARE EVIDENT UPHILL OD THE FENCE, THEY MUST BE INTERCEPTED AND CONVEYED TO A SEDIMENT TRAP OR POND. 3.3. IT IS IMPORTANT TO CHECK THE UPHILL SIDE OF THE FENCE FOR SIGNS 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 SEDIMENT. 3.4. SEDIMENT MOST BE REMOVED WHEN SEDIMENT IS 6 INCHES HIGH. 3.5. IF THE FILTER FABRIC (GEOTEXTILE) HAS DETERIORATED DUE TO ULTRAVIOLET BREAKDOWN, IT SHALL BE REPLACED. G� PUBLIC WORKS SILT FENCE STD. PLAN - 214.00 ��NTO DEPARTMENT I�1� 11zC11 '( 08 CONSTRUCTION RECORD DRAWING THIS CONSTRUCTION RECORD DRAWING IS A COPY OF THE APPROVED CONSTRUCTION DRAWING PREPARED BY OSBORN CONSULTING INC. AND HAS BEEN EDITED USING INFORMATION PROVIDED BY OAK HILLS CONSTRUCTION, LLC TO REFLECT ASBUILT CONDITIONS INSTALL E IS A ROAE PER CITY NOTES RIVEWAYS SHALL BE PAVED TO THE EDGE ,F R-O-W PRIOR TO INSTALLATION OF THE ONSTRUCTION ENTRANCE TO AVOID AMAGING OF THE ROADWAY F IS RECOMMENDED THAT THE !NTRANCE BE CROWNED SO THAT ;UNOFF DRAINS OFF THE PAD PROVIDE FULL WIDTH OF INGRESS/EGRESS AREA 1. CONDITION OF USE 1.1. CONSTRUCTION ENTRANCE SHALL BE STABILIZED WHEREVER TRAFFIC WILL BE LEAVING A CONSTRUCTION SITE AND TRAVELING ON PAVED ROADS OR OTHER PAVED AREAS WITHIN 1,000 FEET OF THE SITE. GRAB TENSILE STREBNGTH (ASTM D4751) 200 PSI MIN. GRAB TENSILE ELONGATION (ASTM D4632) 30% MAX. MULLEN BURST STRENGTH ASTMD3786-80A 400PSI MIN. AOS (ASTM D4751) 20-45 (U.S. 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 PERMANENT 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 REDUCE THE NEED FOR MAINTENANCE. 3. MAINTENANCE STANDARDS 3.1. QUARRY SPALLS SHALL BE ADDED IF THE PAD IS NO LONGER IN ACCORDANCE WITH THE SPECIFICATIONS. 3.2. IF THE ENTRANCE IS NOT PREVENTING SEDIMENT BEING TRACKED ONTO PAVEMENT, THEN ALTERNATIVE MEASURES TO KEEP THE STREETS FREE OF SEDIMENT SHALL 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 SHALL 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 BE CONDUCTED. THE SEDIMENT WOULD THEN BE WASHED INTO THE SUMP WHERE IT CAN BE CONTROLLED AND DISCHARGED APPROPRIATELY. 3.4. ANY QUARRY SPALLS THAT ARE LOOSENED FROM THE PAD AND END UP ON THE ROADWAY SHALL BE REMOVED IMMEDIATELY. 3.5. IF VEHICLES ARE ENTERING OR EXITING THE SITES AT POINTS OTHER THAN THE CONSTRUCTION ENTRANCE(S), FENCING SHALL BE INSTALLED TO CONTROL TRAFFIC - STD. STD. PLAN - 215.10 PUBLIC WORKS STABILIZED DEPARTMENT CONSTRUCTION ENTRANCE 1'I-11�C11 008 5" MAX. - N DRAINAGE GRATE TRIM _ xx m GRATEFRAME z 3 V A.a a D SEDIMENT AND DEBRIS a 4 OVERFLOW BYPASS v o BELOW INLET GRATE DEVICE FILTERED WATER POLYETHYLENE CAP \ \\i A 0 PROVIDE ADEQUATE STRAPPING > o 77 PERFORATED POLYETHYLENE DRAINAGE TUBING, DIAMETER CORRUGATED SECTION VIEW MIN. 2" LARGER THANJWATERTIGHT METAL RISER DEWATERING ORIFICE FLOAT ACTIVATED PUMP PER TUBING SHALL COMPLY CONTRACTOR WITH ASTM F667 AND 3.5' MIN. AASHTO M294. DRAINAGE GRATE DEWATERING ORIFICE, SCHEDULE - RECTANGULAR GRATE SHOWN RETRIEVAL SYSTEM (TYP.) L COUPLING TACK WELD 40 STEEL STUB MIN. DIAMETER AS PER CALCULATIONS 6" MIN. FORCE MAIN TO APPROVE DISCHARGE LOCATION 18' MIN. ALTERNATIVELY, METAL STAKES AND WIRE MAY BE USED TO CONCRETE BASE PREVENT FLOTATION BELOW INLET GRATE DEVICE OVERFLOW BYPASS (TYP.) ­111-- 2X RISER DIA. MIN. ----- ft_ ISOMETRIC VIEW NOTES 1. Size the Below Inlet Grate Device (BIGD) for the storm water structure it will service. 2. The BIGD shall have a built-in high -flow relief system (overflow bypass). 3. The retrieval system must allow removal of the BIGD without spilling the collected material. 4. Perform maintenance in accordance with Standard Specification 8-01.3(15). O~�Y PUBLIC WORKS SEDIMENT POND STD. PLAN - 216.10 Gti�Y ��, PUBLIC WORKS CATCH BASIN FILTER STD. PLAN - 216.30 DEPARTMENT %$ DEPARTMENT RISER DETAIL -1aR�11 2008 �NTp MARCH 2O08 Know what's below. APPROVED BY: DATE: Cal before you dig. APPROVED BY: DATE: APPROVED BY: DATE: APPROVED BY: DATE: R-400307 c� 0 CU LLI r� O O I 0 U) I— Ld Lv U) 0 0 a U i Lv U Q ry ry Ld I- Lv V)n z �LO n V) Fy ion o",ry %moo 0-0)D- �.i LLi w :2 �:2Q QFz z Ld LLJ J 0 Cn LL_ D_ D Y m' 2:1 MAX. SLOPE Y K -III z LEVEL BOTTOM III — _ --III-III-III-1 � 1111�1��11�1-III-�ii=IIII�� 2' MIN. SWALE SPACING DEPENDS ON SLOPE GRADIENT NOTES 1. CONDITION OF USE 1.1. REQUIRED AT: 1.1.1. THE TOP OF ALL SLOPES IN EXCESS OF 3HAV AND WITH MORE THAN 20 FEET OF VERTICAL RELIEF. 1.1.2. AT INTERVALS ON ANY SLOPES THAT EXCEEDS THE DIMENSIONS SPECIFIED BELLOW. 2. DESIGN AND INSTALLATION SPECIFICATIONS 2.1. FOR SLOPES STEEPER THAN 2H:1 V WITH MORE THAN 10 FEET OF VERTICAL RELIEF, BENCHES MAY BE CONSTRUCTED OR CLOSER SPACED INTERCEPTOR SWALES MAY BE USED. THE DESIRE MEASURE MOST BE DESIGNED BY AN ENGINEER TO EFFECTIVELY INTERCEPT THE HIGH VELOCITY RUNOFF TO A SEDIMENT POND OR TRAP. 2.2. CONSTRUCTION TRAFFIC OVER TEMPORARY SWALES SHALL BE MINIMIZED. 3. MAINTENANCE STANDARDS 3.1. DAMAGE RESULTING FROM RUNOFF OR CONSTRUCTION ACTIVITY SHALL BE REPAIRED IMMEDIATELY. 3.2. IF THE FACILITY DO NOT REGULARLY RETAIN STORM RUNOFF, THE CAPACITY AND/OR FREQUENCY OF THE SWALES SHALL BE INCREASED. STD. PLAN - 217.10 '•r�+ PUBLIC WORKS INTERCEPTOR SWALE A N - DEPARTMENT MARCH 2O08 IT AVERAGE SLOPE SLOPE PERCENT FLOWPATH LENGTH CONSTRUCTION RECORD DRAWING THIS CONSTRUCTION RECORD DRAWING IS A COPY OF THE APPROVED CONSTRUCTION DRAWING PREPARED BY OSBORN CONSULTING INC. AND HAS BEEN EDITED USING INFORMATION PROVIDED BY OAK HILLS CONSTRUCTION, LLC TO REFLECT ASBUILT CONDITIONS SEC. 09 , T 23 N. , R. 05 E. , Y ROCK MUST COMPLETELY COVER THE m BOTTOM AND SIDES OF THE DITCH 6MIN. " � � D 24" MIN. 2:1 SLOPES Q� 2"-4" ROCK v L = THE DISTANCE SUCH THAT POINTS op�a a�ODb A AND B ARE OF EQUAL ELEVATION 1=1 11=1 11=1 I- — L aao NOTES 1. CONDITION OF USE 1.1. WERE CONCENTRATED RUNOFF FROM DISTURBED AREAS TO AND FROM PONDS OR TRAPS. 1.2. TO CONVEY RUNOFF INTERCEPTED FROM UNDISTURBED AREAS AROUND THE SITE TO A NON -EROSIVE DISCHARGE POINT. 2. MAINTENANCE STANDARDS 2.1. ANY SEDIMENT DEPOSITION OF MORE THAN 0.5 FEET SHALL BE REMOVED SO THAT THE CHANNEL IS RESTORED TO ITS ORIGINAL DESIGN CAPACITY. 2.2. THE CHECK DAMS SHALL BE EXAMINED FOR SIGNS OF SCOURING AND EROSION OF THE BED AND BANKS. IF SCOURING AND EROSION HAS OCCURRED, AFFECTED AREAS SHALL BE PROTECTED BY RIPRAP OR AN EROSION CONTROL BLANKET. 6ti�Y 0„�, PUBLIC WORKS CHECK DAMS SPACING AND STD. PLAN - 217.40 AeR ,f,N�o$ DEPARTMENT CROSS SECTIONS MARCH 2O08 55—GALLON DRUM LID 1/2—IN WITH HOLES CONTRACTOR TO FIELD LOCATE FORCE MAIN TO SEDIMENT TRAMP/BAKER TANK 55—GALLON DRUM WITH HOLES OR 3/4" WASHED ROCK (TYP.) EQUIVALENT L O O O C y'/y'\ 000 vo yy\� PUMP PER CONTRACTOR 0 0 0 O O GEOTEXTILE FABRIC MIRAFI ° 140N OR EQUIVALENT PUMP TO BE SUPPORTED BY BRICKS OR APPROVED EQUAL. PUMP SHALL BE MIN. 2" OFF OF BOTTOM. DEWATERING PUMP N.T.S. APPROVED BY: APPROVED BY: APPROVED BY: APPROVED BY: DATE: DATE: DATE: DATE: R-400308 Know what's below. Cali before you dig. d 2 COORDINATE WITH CITY ' FOR INSTALLATION OF C3.2 HE CURB RAMPS AND GU AND GUTTER. .. / �SE� • THIS SHEET - R=37.5 A=9 .91' ARC=64. 4-FT R- \ \ ARC SCALE• 1" - 20' p \ 336.72 SEC. 09, T. 23 N., ,4. 05 E., W.M. /� D 336,26RM LOCATION OF D ISTING TRAFFIC SIGN 'O /6 /P�(DLE WITH PROP RAMP / \ 335.54 _ G MAINTAIN EXISTING APS ` 336.01 . 336USH.,DVTTON. REMOVE S D 20 N APS PUSH�� �• a9 BUTTON.335.5 �W W 336.08-- `4 I, 336 15 ;- W 4 EX BC 335 5q K7 336 03 v 3 � a ' . •ly��p, - 335.55t ° r �O 1.8% MAX FOR C+ m .. / .. ._ -. ° °o° \i `' q ALL SLOPES ON ACTO'W TO SUNSET LN NE a 0°3� 2�\� I z} C_ W CONFIRM FINISHt Up ELEVATIONS WITH �ENGINEER PRIOR " . N TO POURING �,"� AMP/SIDEWALK.. ' 335.60t . - I. m Y5.62 ° 7 33 \ w CONTRACTOR SHAL0 BREAK WARN NI STRIP Epp„° 335.8g� ��"EXCEED THE MAXIAbd S "a°ooa° \ 33 SLOPES PER ADA �.1DE GROW GROW t%? ter^ MUST FLAT. •� ° ° 6.23AER BUTTON THE FINISHED �e.z -- SLOP WITH �., ° TNANDARb PLA FOR P/SIDEWALK SURFACES GROW TH AMP (NO 335.8 °° �°-20.10-04 C"f P USION) 5 N-C.V- T CONTRACTOP TO CONFIRM GUTTER LINE ELEVATIONS - v` CD I II \ \ POURING RAMP TO PR IJ,T WITH NGINEER PRIOR IFII \ -- •- - PONDING AT BASE OF AMP�� �� W A 'SCALE 1`N, 5' •�' rn _ - o �EX�BC 336.Of IS�3^' EX BC •ZS3-66. --- 15 2 wz F,I ANAL \ R a 9 O- I IANOS 0�,L TO BE CO ".TRUC \ am KCLS II LIBRARY N I 9 28 2023 BY THE r CorW SURVEYOR STAMP FOR AS —BUILT 18-FT 12.5-FT VARIES INFORMATION SHOWN IN RED ON THIS SHEET ONLY, ,<1.57- �++� �_ • 2.0%, CEMENT CONCRETE SIDEWALK PER SITE PLAN li - 0 SUNSET LANE NE SECTION AND COSTD PLAN 102. MATCH G ELEVATIONS, JOINTS AND FINISH EXISTING sl z R 0 0 z TO BE CONSTRUCTED 0 9 BY THE CITY mD 8-FT 10-FT 10-FT 8-FT 14.0-FT 10.0-FTt am v 9 '�'9r`o 'O EX TC 34320f I LOCATION AND ELEVATIONS 3 $ ( �0) - —� �o0 4 TC 343.66t I a 0 20 40 60 / ° EX �cG (�Pe I LLJJLAN I PARKING ° CNN SITE P Ck�TE SIDEWALK R102.A NAN GA- /- O �O N� GRADING NOTES A1001 COR SC PLAN CH Q HARRINGTON AVE NE SECTION EXISTING ELE TIONS, JOINTS AND FINISH 7T7 z_ z 0 o9R 05T N a m m m AREA OF THE ENTIRE PROPERTY - 26,313 SF AREA OF THE WORK = 26,313 SF w 12.0' VARIES m 12. , VARIES PLANTINGS AND EXPORT = 14,000 CY OR 25,515 TONS o PLANTINGS AND AMENDED SOIL PER FILL - 400 CY OR 750 TONS v I AMENDED SOIL PER LANDSCAPE PLAN CUT TO FILL = 400 CY OR 750 TONS j I PERVIOUS LANDSCAPE PLAN I PERVIOUS e PROP CURB AND GUTTER. . FILL SHALL BE A GRAVEL BORROW MATERIAL MEETING WSDOT SPEC w 0 CONCRETE C3.2 PROP CURB AND GUTTER. CONCRETE C3.2 \ MATCH EXISTING LOCATION 9-03.14(1) m¢ SIDEWALK MATCH EXISTING LOCATION SIDEWALK \ SOURCE OF FILL TO BE DETERMINED PRIOR TO START OF CONSTRUCTION. <2.07. <2.0-1% P. DESTINATION OF EXPORT TO BE DETERMINED PRIOR TO START OF BLVD NE CONSTRUCTION i a �% /j SUNSET BLVD NE �:_=_-:_._____.=_-___� �\ -----______-\��j\\ EX STING SUNSET \ •, SUNSET LANE NE AND HARRINGTON AVE NE CONSTRUCTION BY THE CITY OF EXISTING RETAINING WALL EXISTING EXISTING RETAINING WALL \ ti RENTON WILL OCCUR DURING THE CONSTRUCTION OF THIS PROJECT. O1 a (CUT DOWN PER DEMO PLAN) DOWN PER DEMO PLAN) \ �- CONTRACTOR SHALL COORDINATE ALL DOORWAY AND SIDEWALK GRADES WITH m �Ma SUNSET BLVD (CUT N9 SECTION @ SUNSET BLVD NE SECTIO �\ CONTRACTORTHE CITYS T BILITY CODE IS MEET AND ALL ACCESSIBLE ENTRANCES, VEHICLEENTRANCIES AND DUM SS TER ENTRANCES N a o�w + \ \ �� ARE FLUSH WITH PROPOSED CITY SIDEWALK. CONTRACTOR SHALL ALSO COORDINATE CONSTRUCTION SCHEDULE WITH CITY INSPECTOR. cP i<,o aO(K SIGNRm BY 1 ; t - OSBORN CONSULTING, INC. 9 03/27/ m, B&JALK S RDP SUNSET TERRACE Z F i DRA F 1 1800 112th Ave. NE, Suite 220E Ph (425) 451-4009 10 05/W2 %C RDP RDP DEVELOPMENT - BUILDING 1 11 OS/1 3 R� P llAj�S o w CHECKED Y "'''' " Bellevue, WA. 98004 Fax (425) 451-4901 FP RENTON, WASHINGTON a RDP NO. DAI1f REVISION BY Know what's below. Call before you dig. R-400309 111�V16/23 CONSTRUCTION SET Ja9y 1 DATE 10-110031 11-21-2017 SCALE SHEET GRADING PLAN H: 1 "=20' v. N/A C2.0 °f C4.3 THIS PIPE\TO BE INSTALLED WI! THE SUNS LANE PROJECT BY / CITY OF RENTON AND STUBBED OUT BEHIND THE PROPOSED SIDEWALK � s SWAP EXISTING /[ WITH `� PUSH BUTTON TH APS p� SH BUTTON f MAdN BUTM APS �OS4 i \ \lb 6 c HAND HOLE. Rft > -ANB-REPb�eF�� /lu ST HANDHOLE OW81BE RAMP-LIM WI-b-- MEETING AM j COMPIJ C6<JJ E (TYPJ w �� \ ADD NEW APS POLE AN H BUTTON, PER DOT DARD PLAN .1D-04 Nx g -Gy •D� ? R�4c F• � oU` SEC. 09 , T. 23 N., R. 05 E., W.M. Y RESTORE SIDEWALK, CURB AND GUTTER, AND PAVEMENT PER SUNSET. LANES PLAN. _ SUNSET- LNXNE ss - �— ss - _; WYA-A-2 -_ RIGHT OF WAY LINE (TYP) EXISTING SO CLEANOUT TO BE CAPPED AND ABANDONED IN PLACE V58 SF (966 CF STORAGE) e ETENTION VAULT C3.1 9110 COLPITTS - FFE=336.50 -14e14� GARAGE FFE=317.25 NEW FOUNDATION MUST BE DESIGNED, PER TO STD PLAN 117.1A PER STRUCTURAL ENGINEER ADJUST EXISTING L_ STRUCTURE TO GRADE O----'--- -- EX RIM=340.41 -` NEW RIM-342.1 .0 FT - > _ f--- , ly . L UP _� . --- F4,J. Y ft?:fN -- -- - - - - - - \- Ctrv=ivy KCLS LIBRARY I� LOT 'S' qIII of 7227801065 hii)� J.A F- c.R41r are-s. s� :Afl41 w.l_ '001e SCALE: 1' = 20' 0 20 40 60 LEGEND: SD PROPOSED STORM SEWER PER CDR STD PLAN 220.00 4 ---- ----�— SD------- ---- EXISTING STORM SEWER STORM SEWER AND STRUCTURES TO BE DEMOLISHED (BY CDR) 13 PROPOSED TYPE 1 CATCH BASIN (BY CDR) ® PROPOSED TYPE 2 54-INCH DIA. CATCH BASIN (BY CDR) .y PROPOSED ON -SITE CEMENT CONCRETE SIDEWALK PER CDR STD PLAN 102 AND F007 PROPOSED POROUS CONCRETE SIDEWALK C3.2 PROPOSED TEMPORARY CONCRETE TRANSITION UN ET__ --- -- -- BL �� _—._�rsssn411m w•a_D.w 0 (900 REPLACE Ek-,RATE -AND-FRAME w W WITH OPEN FACE FRAME AND GRATE PER CDR STD PLAN 203 (SHEET 3.1) F%•"� NEW FOUNDATION MUST EXTEND PROVIDE TEMPORARY COORDINATE RIM El EV AND s BE DESIGNED, PER TO LANDSCAPING TO 11-FT WIDE CONCRETE —_LOCATION MATH CITY AND SUNSET STD PLAN 117AA MATCH PLANNED NE TRANSITION TO PER STRUCTURAL SUNSET BLVD (900) EXISTING SIDEWALK ENGINEER IMPROVEMENTS LOCATION ♦E DF W45M, Cr SURVEYOR STAMP FOR AS —BUILT INFORMATION SHOWN IN RED ON o W THIS SHEET ONLY, EXCEPT A10 OEGiSTEaESJR ADDITIONAL UTILITY INFORMATION SHOWN ON SHEET C4.0 9/28/2023 wwm mm< ZFz r¢ w Know what's below. APPROVED BY: DATE: Call before you dig. APPROVED BY: DATE: D.E, p APPROVED BY: DATE: e�$yurLpr APPROVED BY: DATE: �ear��yti� R-400310 05/03 co 0 I O I W c� n U 0 0 O I 0 to w w U) 0 0 a U i W U Q ry ry Ld - w� V)a N z �M Nam= t� W O 0 n o�ry � "0 a_0)Of t:L.i LL1 LLJ M �:2Q QFz z J LLJ 0 N CONSTRUCTION RECORD DRAWING THIS CONSTRUCTION RECORD DRAWING IS A COPY OF THE APPROVED CONSTRUCTION DRAWING PREPARED BY OSBORN CONSULTING INC. AND HAS BEEN EDITED USING INFORMATION PROVIDED BY OAK HILLS CONSTRUCTION, LLC TO REFLECT ASBUILT CONDITIONS 0 1/Y [13mm] LETTERING BOLTHOLES - 3 PLCS EQUALLY SPACED 120' VJj pKTS - IAI'Ys APART ON 231/16' (586mm) DIA B.C. T �9 RENTON AHEAD OF THE CURVE DRAIN (1)1" (25mm) \ DIA PICKHOLE 1 114• [32mm) LETTERING PLAN VIEW 25" DIA. [635mm] 1" ram] 3/4' � [19mm] 8 3/4' 2 1/2' [222mm] [64mm] TYP COVER SECTION VIEW 26 V2" DIA [673mm] 25 1/4' DIA [641 mm] 1 1116" [27mm] 1/4" (6mm) DIA NEOPRENE GASKET 6" [152mm] 518" 23 318" DIA CL OPEN [16mm] [594mm] 27 5116" DIA [694mm] _ 34 118" DIA [867mm] FRAME SECTION VIEW SEC. 09, T 23 N. COVER BOTTOM VIEW (3) BLT SOC. (ALLEN HEAD) 5/8'-11 x 1.5 ss RUBBER WASHER EON BOLTING DETAIL 1/4" [6mm] 11116" [27mm] (3mm] tre" [R3mm] GASKET GROOVE DETAIL NOTES ALL COVERS SHALL BE LOCKING LID PER EASTJORDAN IRON WORKS INC. No. 3717C1 OR APPROVED EQUAL. �® PUBLIC WORKS STORM ROUND FRAME AND COVER STD. PLAN - 204.50 =�� DEPARTMENT 8 MARCH 2008 -INCH DIA. --WITH ADA COMPATIBLE 10 00-FT OCKING METAL IS G ATE TYP. I � PIPE TD E INSTALLED WITA UNSET LANE PROJ C BY CI OF I I ss -- BED OUT B H D SID LK B - ` \ bD _n - JP CE �CCESS = I - �N 3 T 03 T - I . VENTS BUILDING TELOW_ r - DETENTION VAULT SCALE 1" = 5' 12.8-FT BUILDING ABOVE R n.5 F w n,4 #6 BARS @ 7" SPACING 20" x 24', 24"DIAM., 48"DIAM.M. J OR 54" DIAM. HOLE 2" (TYP.) I-- 12 _ 1" MIN. 12"MAX. 84" or 96" FLAT SLAB TOP #5 BARS @ 6" SPACING 20" x 24/ 24"DIAM., 48" DIAM.M. OR 54" DIAM. HOLE 2" (TYP. I 1' MIN. 2 112" MAX. 72" FLAT SLAB TOP #4 BARS @ 6" SPACING 20" x 24" OR 24" DIAM. HOLE i 2" (TYP.) 1• MIN. 21/2" MAX. 48", 54", or 60" FLAT SLAB TOP TYPICAL ORIENTATION FOR ACCESS AND STEPS 21 1 2 � s� 48" MIN. ECCENTRIC CONE SECTION 12• (TYP.) Q io in 12" PREFABRICATED LADDER 12" MIN. 6 z o, STEP ,jp;2R 3p. h 34. �W OR 12" QONE #3 BAR HOOP ONE #3 BAR HOOP FOR 6" 4" I� TWO #3 BAR HOOPS FOR 12'O S' CIRCULAR ADJUSTMENT SECTION RECTANGULAR ADJUSTMENT SECTION 1.0 As an acceptable alternative to rebar, wire mesh having a minimum area of 0.12 square inches per foot may be used for adjustment sections. PUBLIC WORKS MISCELLANEOUS DETAILS FOR STD. PLAN - 204.60 ®� DEPARTMENT DRAINAGE STRUCTURES {ARCH 20OF limits of pipe compaction 1'.0. 0.150.D. min. limits of pipe compaction Q 0.650.D. min. gravel backfill _gravel backfill for for pipe bedding foundations when specified A. Metal and Concrete Pipe fan span span 3. nlaz max max 404QD) 0.15 rise min. limits of pipe compaction465 rise min. gravel backfill gravel backfill for for pipe bedding foundations when specified B. Pipe - Arch Installation Rigid Pipe NOTES: 1. Pipe compaction limits shown on this plan are for pipe construction in an embankment. For pipe construction in a trench, the horizontal limits of the pipe compaction zone shall be the walls of the trench. 2. All steel and aluminum pipe and pipe -arches shall be installed in accordance with design A. 3. Concrete pipe with elliptical reinforcement shall be installed in accordance with design A. 4. Concrete pipe, plain or with circular reinforcement, shall be installed with design A. 5. O.D. is equal to the outside diameter of a pipe or the outside span of pipe -arch. The dimensions shown as O.D. with 3' maximum shall be O.D. until O.D. equals T; at which point 3' shall be used. ' T-0" for diameters 12" through 42" and spans through 50". 2'-0" for diameters greater than 42" and spans greater than 50". W (see note 4) limit of pipe zone bedding material c for flexible pipe (see note 6) m O.D. foundation level ` A = 4" min. 27' I.D. and under 6" min., over 27" I.D. Bedding for Flexible Pipe Flexible Pipe NOTES: 1. Provide uniform support under barrels. 2. Hand tamp under haunches. 3. Compact bedding material to 95% max. density; directly over pipe, hand tamp only. 4. See "Excavation and Preparation of Trench" in sanitary sewers section of the standard WSDOT/APWA specifications for trench width "W" and trenching options. The pipe zone will be the actual trench width. The minimum concrete width shall be 1 z I.D. = 18". 5. Trench backfill shall conform to "Backftlling Sewer Trenches" in the sanitary sewers section of the WSDOT/APWA standard specifications, except that rocks or lumps larger than 1" per foot of pipe diameter shall not be used in the backfill material. 6. See "Bedding Material for Flexible Pipe" in aggregates section of the WSDOT/APWA standard specifications for the material specifications. ®Backfill material placed in 0.5' loose layers and compacted to 95% maximum density. Method B or C compaction (WSDOT/APWA) standard specifications.) Pipe Size Min. dist. between barrels circular pipe conc., LCPE, CMP (diameter) 12" to 24" 12" 30" to 96" diam. / 2 102" to 180" 48" pipe - arch metal only (span) 18" to 36" 12" 43" to 142" span / 3 148" to 199" 48" STD. PLAN - 220.00 PUBLIC WORKS PIPE COMPACTION 8 DEPARTMENT DESIGN AND BACKFILL 11;1RC'11 2008 ROW FRAME, FLUSH W/STRUCTURE SLAB, INSTALL VENTS INSTALL SOLID COVER WITH LOCKING IN EACH BOLTS SEE COR STD PLAN 204.5 VAULT CORNER BUILDING RIM=336.0 SIDEWALK SEE COR STD PLAN 237.00 FOR ALL REQUIRED CLEARANCES, ITEMS AND NOTES 5-FT 11 DMIC11 a W.J. - a 2.3-FT ELBOW RESTRICTOR SEE COR STD PLAN NO. 237.00 RESTRICTOR SHEAR GATE, SEE CO PLATE WITH 1.90-INCH DIA. ORIFICE STD PLAN 237.30 .� PIPE TO BE INSTALLED 4.0-FT . SEE STRUCTURAL WITH SUNSET LANE FOR VAULT DESIGN INLET PIPE PER PROJECT BY CITY OF MECHANICAL RENTON AND STUBBED WALLS SHALL BE 2-FT WATER PROOF GARAGE ELEV PER OUT BEHIND SIDEWALK ARCH. PLANS IE=328.5 ELEV. 324.5 a 8-INCH DIA. RISER CENTER BOTH 2-FT a ° SIDES 10" SECTION OF PIPE ATTACHED BY as ..... a° ° a GASKETED BAND TO ALLOW REMOVAL RESTRICTOR PLATE WITH HANDHOLDS, STEPS OR 1.75-INCH DIA. ORIFICE LADDER. SEE COR STD PLAN 204.60 �o� DETENTION VAULT SECTION 1-1 APPROVED BY: APPROVED BY: APPROVED BY: APPROVED BY: N.T.S. DATE: DATE: DATE: DATE: R-400311 Know what's below. Cali before you dig. co 0 I 6 I W CD n U 0 0 O I 0 N Ld Ld fn 0 0 Q U i Ld U Q ry ry LLJ w� V)A z N N � 2 N N o�ry %moo 0- rn D- L.i Ld b i :2 :2:2Q QF-z z bi J bi -J N LLL o_ z SIX EVENLY SPACED HOLES ON 10 3/8" BOLT IRCLE FOR BOLTING TO FLANGE CONNECTION. W Lu 2 J ------- -�------------- --- --�--- - ®/ ® ---- - ------ - - --- IT --- SEE NOTE 5 LEVEL LINE -- - - -� - - - - -- ------- FRONT SIDE MAXIMUM OPENING OF GATE HANDLE WITH LOCK PIN. 0 ADJUSTABLE LOCK HOOK WITH LOCK SCREW. O LIFT HANDLE SHALL BE ATTACHED PER fl J� 1' ROD OR TUBING, VARIABLE LENGTH. MANUFACTURER'S RECOMMENDATIONS. LIFT HANDLE NOTES: 1. SHEAR GATE SHALL BE ALUMINUM ALLOY PER ASTM B-26-ZG-32a OR CAST IRON ASTM A48 CLASS 30B AS REQUIRED. 2. GATE SHALL BE 8 IN. DIAM. UNLESS OTHERWISE SPECIFIED. 3. GATE SHALL BE JOINED TO TEE SECTION BY BOLTING (THROUGH FLANGE), WELDING, OR OTHER SECURE MEANS. 4. LIFT ROD: AS SPECIFIED BY MFR. WITH HANDLE EXTENDING TO WITHIN ONE FOOT OF COVER AND ADJUSTABLE HOOK LOCK FASTENED TO FRAME OR UPPER HANDHOLD. 5. GATE SHALL NOT OPEN BEYOND THE CLEAR OPENING BY LIMITED HINGE MOVEMENT, STOP TAB, OR SOME OTHER DEVICE. 6. NEOPRENE RUBBER GASKET REQUIRED BETWEEN RISER MOUNTING FLANGE AND GATE FLANGE. 7. MATING SURFACES OF LID AND BODY TO BE MACHINED FOR PROPER FIT. 8. FLANGE MOUNTING BOLTS SHALL BE 3/8 IN. DIAM. STAINLESS STEEL. 9. ALTERNATE CLEANOUT/SHEAR GATES TO THE DESIGN SHOWN ARE ACCEPTABLE, PROVIDED THEY MEET THE MATERIAL SPECIFICATIONS ABOVE AND HAVE A SIX BOLT, 10 3/8 IN. BOLT CIRCLE FOR BOLTING TO THE FLANGE CONNECTION. Y STD. PLAN - 237.30 PUBLIC WORKS FROP - T - SHEAR GATE DETAIL DEPARTMENT 1v1ARC11:2008 SEC. 0 Q T, 23 N, , R. 05 E, , W. M. (SEE CONTRACT) ROU DING 2 0'• �1� 1Q- IIN) R. (TYP.) I CURB NOT INCLUDED IN BID ITEM - = 15% ` SEE RAISED EDGE 18' (NI PREMOLDED '•'�• V-0- SIDEWALK DETAIL - THIS SHEET JOINT FILLER ALL CUT MIN. (SEE CONTRACTI SLOPES 1R• UN) R. (TYP.) WITH RAISED EDGE Q �URB NOT INCLUDED IN SIO ITEM - R' 31B• (INI PREMOLDED FINISHED GRADE 1' (N) BELOW JOINT FILLER'TOP OF CONCRETE SURFACE 2'-0• SIDEWALK ADJACENT TO CURB i' 0' 1'-0' MIN. (SEE CONTRACT) ROU DING 1f2" (IN) R. (TYP.) �2.0% 1: _ 1 5% _ CURB NOT INCLUDED 1N BID ITEM - 318. BRIDGE OR PEDESTRIAN PREMOLDED WALL OR BARRIER RAILING JOINT FILLER ADJACENT TO CURB BARRIER - SEE SIDEWALK (STEEP Ff.L SLOPES) CONTRACT PLANS (SEE CONTRACT) WALL OR BARRIER 14" (IN) R. (TYP.) SIDEWALK FLUS-1 - 1 5% CURB NOT INCLUDED IN BIO ITEM - :s ., ►.. y rr 112' (1 1 R. • • : Z' VERTICAL WALL - 3r8' (IN) PREMOLDED ' �� • . .-r1 SEE DETAIL JOINT FILLER ITYP.) • ! ADJACENT TO CURB AND RAILING OR WALL 3+8' (INI PREMOLDED JOINT FILLER SIDEWALK BUFFER STRIP (SEE CONTRACT) (BEE NOTE 10) 12" (IN) R. SIDEWALK ADJACENT TO WALL DETAIL I IV 1 59L (TYP.) CURB NOT INCLUDED IN BID ITEM - 1 MIN 6' s+++-:1'+aS•�" 1,LEVEL _,.J �• •� 1-'2" IINI R. FINISHED GRADE V (IN) BELOW TOP OF CONCRETE SURFACE FOR PLANTING - FLUSH IF PAVED v ADJACENT TO BUFFER STRIP ,}'' �+ m t IIN) R ! ►.•. G BROO1.tED FINISH • �• ° � 4' WIDE, SMOOTH O, q."d I'.� TROWELED PERIMETER RAISED EDGE DETAIL EXTENfZ O' SIDEWALK TRANSVERSE JOINTS DTO INCLUDE RAISED EDGE CEMENT CONCRETE CURB (CURB AND GUTTER SHOWNI �" NOT INCLUDED IN BID ITEM . _. �,�.,.�, ��.�.� tea.. - ,`'�.: For NOTES see STD PLAN 104.2. Paved surfaces must Comply with STD PLAN 102.1 as applicable. 316" LL IW T��O IA CONTRACTION JOINT 00,-, ` IN SIDEWALK ONLY EXPANSION JOINT IN BOTH ,'�•,• 0 •�• �•�•�,?�'l0 •�, CURB AND SIDEWALK ! SEE STD PLAN 101 1PREMLDED . JOINT AND FINISH DETAIL DINT P LLER E' EXPANSION JOINT J CONTRACTION JOINT Q PUBLIC WORKS CEMENT CONCRETE STD. PLAN - 102 DEPARTMENT SIDEWALK PPRO 'Ell: i 6-IN WIDE CONCRETE BAND BETWEEN PERMEABLE SIDEWALK AND LANDSCAPING STRIP SIDEWALK VARIES PLANTER VARIES 12-FT TO 21.5-FT 9-FT TO 0-FT 2% MAX . . a I : LANDSCAPING TO BE LANDING ri'�7 \ �Tr�i�rj�i��r\ DEPRESSED 1-IN BELOW CONSTRUCTION GEOTEXTILE FOR ,\ \\i i,.i�>\i i\\i\\i\\i\\i\\i\\i\�i�\\i,\7i\\i\\i\\i\\i�� UNDERGROUND DRAINAGE, CLASS A !� ��\\�\,���j;\�\!/`��\��\����`� CONCRETE BAND GRADE BREAK - UNDERGROUND � MODERATE SURVIVABILITY PER NOTE 4 COMPACTED SUITABLE BASE SEE SUNSET BLVD. PLANS BY COR MATERIAL AS NOTE 1 4' - 0" MIN. 6-IN MIN AGGREGATE BASE WITH A CEMENT CONCRETE LEVEL BOTTOM. AGGREGATE BASE SHALL SIDEWALK BE OPEN GRADED MATERIAL 3/4-IN TO 2-IN, CRUSHED AND WASHED 5-IN PERVIOUS CEMENT CONCRETE SEE NOTE 5 N OTES 1. THE SUBGRADE SHOULD BE COMPACTED TO 90 TO 92 PERCENT STANDARD COMPACTION OR AS APPROVED BY THE ENGINEER. 2. INSPECTION REQUIRED FOR FORMS AND SUB GRADE APPROVAL BEFORE POURING CONCRETE. 3. MATCH JOINTS ON SIDEWALK WITH JOINTS ON THE CURB AND GUTTER AT 10' O.C. 4. APPLY SEPARATION GEOTEXTILE ON SIDES. EXTEND GEOTEXTILE ABOVE PERVIOUS CONCRETE SIDEWALK. AFTER PAVEMENT HAS CURED AND ADJACENT FINISHED GRADE HAS BEEN STABILIZED, TRIM SEPARATION GEOTEXTILE TO FINISHED GRADE. 5. PERVIOUS CONCRETE SIDEWALK SHALL BE PER CITY OF SEATTLE 2017 STANDARD SPECIFICATION FOR ROAD, BRIDGE, AND MUNICIPAL CONSTRUCTION, SECTIONS 2-09.3(6), 4-04.3(5)B, 4-04.3(8)B, 5-06, AND 9-23.11. PERVIOUS CONCRETE SIDEWALK DETAIL CONSTRUCTION RECORD DRAWING THIS CONSTRUCTION RECORD DRAWING IS A COPY OF THE APPROVED CONSTRUCTION DRAWING PREPARED BY OSBORN CONSULTING INC. AND HAS BEEN EDITED USING INFORMATION PROVIDED BY OAK HILLS CONSTRUCTION, LLC TO REFLECT ASBUILT CONDITIONS N.T.S. FLARE (TYP.) 3/8" EXPANSION JOINT (TYP.) N SEE STANDARD PLAN F-30.10 GRADE BREAK - CURB, OR CURBS AND GUTTER N SEE NOTE 4 FACE OF CURB MEASURED PARALLEL TO CURB (TYP.) Gregg Zimmerman, Public Works Administrator 1/2"X4" EXPANSION MATERIAL 1/4"R AT JOINTS SCORE LINES TO BE RADIAL TO CURB AND GUTTER A i + W 1/2"X4" EXPANSION MATERIAL 1/4"R AT JOINTS 1/4"/FT. SLOPE 1/2"R 4" 1 GENERAL NOTES "W"-WIDTH OF SIDEWALK 1/2"X5" EXPANSION MATERIAL CURB RETURN ONLY 1/2"X4" EXPANSION MATERIAL CEM. CONC. CURB AND GUTTER 1/4"R AT JOINTS SCORE LINES B W B 1/2"R 1/4"/FT. SLOPE 4" 1 /2"R PAVEMENT AS PER PLANS IlEEEEE PAVEMENT AS PER PLANS STANDARD CEM. CONC. PARKWAY STANDARD CEM. CURB AND GUTTER CONC. CURB AND GUTTER SECTION A -A SECTION B-B SEE SHEET 2.5.1 FOR ROADWAY DEVELOPMENT STANDARDS JOINTS: DUMMY JOINTS SHALL BE PLACED NOT TO EXCEED 15' C/C NOR LESS THAN 10' C/C. THEY SHALL NOT BE LESS THAN 3/16" IN THICKNESS AND SHALL BE EXTENDED 2" BELOW THE GUTTER LINE. 1/2" THRU JOINTS SHALL BE PLACED AT ALL COLD JOINTS AS DIRECTED BY ENGINEER AND SHALL EXTEND 1" BELOW CONCRETE. WHERE THE SIDEWALK IS TO BE PLACED AGAINST THE CURB AND GUTTER, THE JOINT SHALL BE A COLD JOINT. 1/2"X 5" EXPANSION MATERIAL SHALL BE PLACED FROM P.C.'S TO P.T.'S AT ALL CURB RETURNS. 1/2"X4" EXPANSION MATERIAL SHALL BE PLACED AT EVERY FOURTH SIDEWALK PANEL. THE CONCRETE MIX FOR SIDEWALKS SHALL CONFORM TO THE REQUIREMENTS OF CLASS B (3/4") WITH AIR ENTRAINMENT. THE CONCRETE SHALL HAVE A BROOM FINISH WITH ALL EDGES HAVING A 2 1/2" TOOLED FINISH SUBGRADE COMPACTION SHALL BE 90% (MODIFIED PROCTOR). LEGEN D A SLOPE IN EITHER DIRECTION CURB RAMP WIDTH 4' - 0" MIN. LANDING TO MATCH * 1.5 OR FLATTER RECOMMENDED FOR DESIGN/FORMWORK (2% MAX.) * * 7.5% OR FLATTER RECOMMENDED FOR TYPICAL SIDEWALK (JtiSy ADOPTED CITY OF RENTON ♦ I♦ STANDARD PLANS �N TO IST DATE: 04/04 DWG. NAME: F007 SP PAGE: F007 removable watertight coupling or flange 2" min. max. 'I / plate welded to elbow J/ with orifice as specified ELBOW RESTRICTOR elevation per plans 1' min. under pavement 16" max. 9" min. design W.S. elbow restrictor, see detail pipe supports see Note 6 1.5x D min. I 2' min. - T T T dutlet pipe D see notes 1 8 � 1 invert and elevation E per plans (V 12" 12" o E welded restrictor plate N 12" with orifice diameter as specified (not needed if for spill control only) 2' min. clearance to any portion of frop-T including elbows NOTES: A 1. 2. Outl ity: 100-Year developed peak flow. 3. Metal Parts: Corrosion resistant. elbow restrictor Non -Galvanized parts perferred. see detail Galvanized pipe parts to have asphalt treatment 1. 4. Frame and ladder or steps offset so: A. Cleanout gate is visible from top. B. Climb -down space is clear of riser and cleanout gate. C. Frame is clear of curb. 5. If metal outlet pipe connects to cement concrete pipe: outlet pipe to have smooth O.D. equal to concrete pipe I.D. less 1t-4". 6. Provide at least one 3" X .090 gage support bracket anchored to concrete wall. (maximum T-0" vertical spacing) 7. Locate elbow restrictor(s) as necessary to provide minimum clearance as shown. 8. Locate additional ladder rungs in structures used as access to tanks and vaults to allow access when catch basin is filled with water. 1 angle as necessary see note 7 T min. PLAN VIEW frame & solid cover marked "DRAIN" with locking bolts see note 3 I inlet vertical bar grate for secondary inlet handholds, steps or ladder shear gate with control rod for cleanout/drain (rod bent as required for vertical alignment with cover) A addtional ladder rungs (in sets) to allow access to tanks or vaults when catch is filled with water 'tY o�� PUBLIC WORKS FLOW RESTRICTOR STD. PLAN - 237.00 \I J DEPARTMENT OIL POLLUTION CONTROL INO MARCH 2O08 TTEE CONTRACTION JOINT (TYP.) N SEE WSDOT STANDARD PLAN F-30.10 O FOR CURB RAMP LENGTHS GREATER THAN 8' - 0" PROVIDE CONTRACTION JOINT EQUALLY SPACED 4' - 0" MIN. O.C. DESIGN/FORMWORK (8.3% MAX.) 4' - 0" MIN. 15' - 0" MAX. (TYP.)DETECTABLE WARNING SURFACE GRADE BREAK 9.5% OR FLATTER RECOMMENDED FOR SEE SUNSET BLVD PLANS BY COR SEE NOTE 7 SEE WSDOT STANDARD PLAN F-45.10 SEE SUNSET BLVD. PLANS BY COR * * * DESIGN/FORMWORK (10% MAX.) 0" MIN. GRADE BREAK * GRADE BREAK COUNTER SLOPE PROVIDE SMOOTH TRANSITION COU * * COU �MAX. TO SIDEWALK WIDTH (TYP.) CURB RAMP �i ............:::. i� CROSSWALK PLAN VIEW GRADE BREAK a° TOP OF ROADWAY NOTES LANDING ` ° -• 1. AT MARKED CROSSWALKS, THE CONNECTION BETWEEN CURB RAMP THE CURB RAMP AND THE ROADWAY MUST BE CONTAINED WITHIN THE WIDTH OF THE CROSSWALK /� MARKINGS. SECTION {� 1 DEPRESSED CURB AND GUTTER N , SEE WSDOT STANDARD PLAN F-10.12 ' 2. WHERE "GRADE BREAK" IS CALLED OUT, THE ENTIRE LENGTH OF THE GRADE BREAK BETWEEN THE TWO ADJACENT SURFACE PLANES SHALL BE FLUSH. 3. DO NOT PLACE GRATINGS, JUNCTION BOXES, ACCESS COVERS OR OTHER APPURTENANCES ON ANY PART - OF THE, CURB RAMP OR LANDING, OR IN FRONT OF THE CURB RAMP WHERE IT CONNECTS TO THE ROADWAY. -DETECTABLE WARNING SURFACE - SEE WSDOT STANDARD PLAN F-45.10 4. SEE SUNSET BLVD PLANS BY COR FOR THE CURB DEPRESSED CURB AND GUTTER DESIGN SPECIFIED. SEE STANDARD PLAN F-10.12 FOR SEE NOTE 4 CURB, CURB AND GUTTER, DEPRESSED CURB AND GUTTER, AND PEDESTRIAN CURB DETAILS. 5. CURB RAMPS AND LANDINGS SHALL RECEIVE A BROOM FINISH. SEE WSDOT STANDARD SPECIFICATIONS 8-14. Know what's below. Call before you dig. m x �o a9so v PERPENDICULAR CURB RAMPI,., N.T.S. R-400312 11 U 0 I) O O I O N W W 2 N / 0 0 Q U i W U Q Q' ry W I— W N D- Z �M N � 2 N W 0oa- o",Of a_ O IY tij LL1 LLJ M �:2Q Q F- z z J 0 LLJ N li Z FACE OF CURB VARIES 12" TO 24" FACE OF CURB VARIES 1" 10" TO 22" 1" 1" (IN) R. (SEE CONTRACT) 1" (IN) R. MATCH ROADWAY MATCH ROADWAY SLOPE SLOPE 1/2" (IN) R. io D D io 1/2" (IN) R. ROADWAY p' ROADWAY D •D p. D . D f0 D D m '11-1/2" 11 1/2" DUAL -FACED CEMENT CONCRETE TRAFFIC CURB AND GUTTER p CEMENT CONCRETE OR ASPHALT CONCRETE SIDEWALK OR PATH 0 D " • D • p p D 3/8" (IN) PREMOLDED JOINT FILLER (MIEN ADJACENT TO CEMENT CONCRETE SIDEWALK) CEMENT CONCRETE PEDESTRIAN CURB FACE OF CURB FACE OF CURB VARIES 12" TO 24" VARIES 1" 10" TO 22" 1" (SEE CONTRACT) 1" (IN) R. 1" (IN) R. ROADWAY io D ROADWAY . D D D • D p 1 3/4" 1 W4" DUAL -FACED CEMENT CONCRETE TRAFFIC CURB SEC. 0 Q T. 23 N. , R. 05 E. , W. M. FACE OF CURB 6 1/2" 51/2" 1" 1/2" (IN) R. 1" (111 R. MATCH ROADWAY SLOPE D 1/2" (IN) ROADWAY R. . D D > • p D D D T- 6" CEMENT CONCRETE TRAFFIC CURB AND GUTTER fi,l CEMENT CONCRETE 1/2" (IN) R. �--•i CURB RAMP, LANDING, 1" (IN) OR DRIVEWAY R ENTRANCE VARIES FROM 6" (IN) TO 0" (IN) 6" D D , p �3ffi"N) PREMOLDED JOINT FILLER CEMENT CONCRETE PEDESTRIAN CURB AT CURB RAMPS, LANDINGS, AND DRIVEWAY ENTRANCES FACE OF CURB 6 112" 5 1!2" 1" 1/2" (IN) R. 1" (IN) R. ROADWAY . D D ' p•. 61ra° CEMENT CONCRETE TRAFFIC CURB FACE OF CURB 6 1/2" VARIES FROM 6" (IN) TO 0" (IN) - MAINTAIN 1H' 6V SLOPE VARIES 1" (IN) ON SIDE OF CURB R, MATCH ROADWAY 1/2" (IN) R. _ SLOPE 1/2" (IN) ROADWAY io 2.0%D R. LLp to W. D FLUSH WITH GUTTER PAN AT CURB 0 RAMP ENTRANCE - 1/2" (IN) VERTICAL 1 1'- 6" LIP AT DRIVEWAY ENTRANCE DEPRESSED CURB SECTION AT CURB RAMPS AND DRIVEWAY ENTRANCES NOTE 1. See Standard Plan F-30.10 for Curb Expansion and Contraction Joint spacing and see Standard Specification Sections 8-04 and 9-04 for additional requirements. FACE OF CURB 7 114" 3" 4" 1 1/2" (IN) R. D ROADWAY D O .D D �D D 8 v4" MOUNTABLE CEMENT CONCRETE TRAFFIC CURB �0'ocoA 934363 ,#GI S T V,'W sf0NAL N' n Barry, Ed —6 May 6 2014 3:31 Phi CEMENT CONCRETE CURBS STANDARD PLAN F-10.12-03 SHEET 1 OF 1 SHEET APPROVED FOR PUBLICATION liukolich, Pasco Jun 11 20I4 1 -5 PM Adak STATE DESIGN ENGINEER T Washington Stafo Doparlmom of Transportation NOTES A— 1. The Detectable Warning Surface (DWS) shall extend the full width of the curb ramp, B C DETECTABLE WARNING landing, or other roadway entrance as applicable. Exception: If the Manufacturer of i E MIN. MAX. CURB RAMP, LANDING, CUT- SURFACE (DWS) - the DWS requires a Concrete border around the DWS, a variance of up to 2 inches A 1.60" 2.40" THROUGH OR WALKWAY SEE NOTE 3 on each side of the DWS is permitted. f B 0.65" — 2. The Detectable Warning Surface (DWS) shall be placed at the back of curb, with the A J B f D c 0.45" o.so° two leading corners of the DWS panel placed adjacent to the back of the curb, and ---� E} D o.s" tao" eacK of CURB - with no more than a 2 inch gap between the DWS and the back of the curb measured ---- - . ..... TRUNCATED DOME SEE NOTE 2 2' - o"MIN' - at the center of the DWS panel. Exception: If the Manufacturer of the selected DWS E 0.2" 0.2" TYP. OF ALL requires a concrete border around the DWS, a variance of up to 2 inches from the ................ ...... APPLICATIONS TRUNCATED DOME SPACING SECTION A back of the curb is permitted (measured at the leading corners of the DWS panel). -- SEE NOTE 3 SEE STANDARD SPECIFICATIONS 3. The rows of truncated domes shall be aligned to be perpendicular to the grade FOR COLOR OF SURFACE break at the back of curb. TRUNCATED DOME DETAILS CURB AND GUTTER MATCH TO WIDTH OF CURB RAMP, 4. The rows of truncated domes shall be aligned to be parallel to the direction of travel. � LANDING, CUT -THROUGH OR 5. If curb and gutter are not present, such as a shared -use path connection, the o a WALKWAY Detectable Warning Surface shall be placed at the pavement edge. W � DETECTABLE WARNING SURFACE DETAIL cD M FFSET 6. See Standard Plans for sidewalk and curb ramp details. CURB RAMP LANDING SEE NOTE 8 7. If a curb ramp is required, the location of the Detectable Warning Surface must be at WIDTH OF WALKWAY LANDING the bottom of the ramp and within the required distance from the rail. WALKWAY 8. When the grade break between the curb ramp and the landing is less than or equal to WALKWAY WALKWAY WIDTH OF CUT- 5 ft. from the back of curb at all points, place the Detectable Warning Surface on the �ll THROUGH (TYP.) bottom of the curb ramp directly above the grade break. DETECTABLE WARNING o SURFACE (DWS) - WIDTH OF CUT -THROUGH o SEE NOTE 4 CURB RAMP a (TYP.) z BACK OF CURB w .......... .... .. ...... SINGLE DIRECTION CURB RAMP """""' `� FLARE FLARE 2' - 0" 2'- 0" MIN. 7 m (GRADE BREAK BETWEEN CURB AND - MIN. LANDING s 5 FT. FROM BACK OF CURB) (SEE NOTE 6) DETECTABLE WARNING DETECTABLE WARNING o LANDING BACK OF CURB - SURFACE (DWS) - SURFACE (TYP.) - w x DIRECTION OF SEE NOTE 2 SEE NOTE 3 SEE NOTE 3 w TRAVEL WIDTH OF CURB RAMP BACK OF CURB - - SEE NOTE 2 BACK OF CURB CURB RAMP m SEE NOTE 2 WIDTH OF PERPENDICULAR CURB RAMP WALKWAY WALKWAY (SEE NOTE 6) ISLAND CUT -THROUGH 2'- 0" MIN. WIDTH OF CURB RAMP, DETECTABLE WARNING C®.rT Z� LANDING, OR WALKWAY SURFACE (TYP.) - DETECTABLE WARNING SEE NOTE 3 SURFACE (DWS) - SEE NOTE 3M. 01' wASy7N���,'p BACK OF CURB - BACK OF CURB - SEE NOTE 2 SINGLE DIRECTION CURB RAMP DETECTABLE WARNING (GRADE BREAK BETWEEN CURB AND SURFACE (DWS) - LANDING > 5 FT FROM BACK OF CURB) SEE NOTES 4 & 7 (SEE NOTE 6) CURB RAMP r CURB RAMP WALKWAY � LANDING 1 r WALKWAY I " DETECTABLE WARNING BACK OF CURB - SURFACE (DWS) - SEE NOTE 3 SEE NOTE 2 WIDTH OF LANDING PARALLEL CURB RAMP (SEE NOTE 6) CONSTRUCTION RECORD DRAWING DESIGN THIS CONSTRUCTION RECORD DRAWING IS A COPY OF f THE APPROVED CONSTRUCTION DRAWING PREPARED DRAWN BY OSBORN CONSULTING INC. AND HAS BEEN EDITED T USING INFORMATION PROVIDED BY OAK HILLS CHECKI CONSTRUCTION, LLC TO REFLECT ASBUILT CONDITIONS R PATH OR WALKWAY PEDESTRIAN RAILROAD CROSSING z SEE NOTE 2 MEDIAN CUT -THROUGH _ - � o iv `� WIDTH OF SHARED- iD USE PATH OR 0'n� Pl'CI STC��o WALKWAY (TYP.) a ss70NAL E'G Zeller.SroLL WIDTH OF CUT -THROUGH SHARED -USE t - Jul 12 2016 4:2i PM (TYP) PATH OR WALKWAY DETECTABLE WARNING ROUNDABOUT SPLITTER SURFACE ISLAND PAVEMENT SHOULDER EDGE STANDARD PLAN F-45.10-02 ........... SHEET 1 OF 1 SHEET DETECTABLE WARNING APPROVED FOR PUBLICATION SURFACE (DWS) ^ n„ carpmR'6' SEE NOTES 4 & 5 I %`dC Ju11520162 :26 PM STATE DESIGN ENGINEER PLACEMENT GUIDELINES SHARED -USE PATH CONNECTION 1I/ Washington state Department of Transportation V - 0" 6" SIDEWALK (SEE CONTRACT) FOR SIDE TREATMENT SIDEWALK 6 1/2" 1' - 0" 1' - 0" SEE OTHER SIDEWALK SECTIONS (SEE CONTRACT) ROUNDING 2.0% 1 1/2" (IN) R. (TYP.) CURB NOT INCLUDED IN BID ITEM - 1/2" (IN) R. (TYP.) 1 "v 2 poi MAX SEE STANDARD PLAN F-10.12 0 2A/o MAX. Cr SEE RAISED EDGE 3/8 (IN) PREMOLDED SEE CURB FACE DETAIL DETAIL -THIS SHEET JOINT FILLER WITH RAISED EDGE MONOLITHIC CEMENT CONCRETE O1 FINISHED GRADE 1" (IN) BELOW TOP OF CONCRETE SURFACE CURB AND SIDEWALK 2'- 0" SIDEWALK NOTE MIN. (SEE CONTRACT) 1/2" (IN) R. (TYP.) 1. Four feet of the sidewalk width shall be the minimum pedestrian accessible ROUNDING CURB NOT INCLUDED IN BID ITEM - route free Of Vertical and horizontal obstructions. Gratings, Access Covers, _2.0% 1 2.0% MAX SEE STANDARD PLAN F-10.12 Junction Boxes, Cable Vaults, Pull Boxes and other appurtenances within the --� sidewalk must have slip resistant surfaces, be flush with surface, and match Q 1J grade of the sidewalk. 5���Ixk PREMOL ED) WALL OR BARRIER 1�Pa JOINT FILLER ADJACENT TO CURB (STEEP FILL SLOPES) SIDEWALK SIDEWALK 1/2" (IN) R. OALL CUT MIN. (SEE CONTRACT) > SLOPES O¢ 1 1/2" (IN) R. (TYP.) D D T Cl CURB NOT INCLUDED IN BID ITEM - 2.0%�— 1 v 2.0% MAX. SEE STANDARD PLAN F-10.12 3/8" (IN) PREMOLDED Zsm 1v O� --: JOINT FILLER 1 3/8" (IN) PREMOLDED JOINT FILLER G SIDEWALK ADJACENT TO WALL DETAIL G ADJACENT TO CURB BRIDGE OR PEDESTRIAN _ RAILING BARRIER - SEE SIDEWALK CONTRACT PLANS �yl i (SEE CONTRACT) LEVEL 6 1/2" 1 1/2" (IN) R. (TYP.) FLUSH i CURB NOT INCLUDED IN BID ITEM - 1/2" (IN) R. c 2.0% MAX. SEE STANDARD PLAN F-10.12 _ D � it D VERTICAL WALL - 3/8" (IN) PREMOLDED SEE DETAIL JOINT FILLER (TYP.) ADJACENT TO CURB AND RAILING OR WALL RAISED EDGE DETAIL EXTEND SIDEWALK TRANSVERSE 3' - 0" MIN- JOINTS TO INCLUDE RAISED EDGE FOR SIDE TREATMENT SIDEWALK BUFFER STRIP SEE OTHER SIDEWALK (SEE CONTRACT) (SEE CONTRACT) � SECTIONS 3/8 1 2.0% MAX�� (TYP)) R INCLUDED. CURB NOT B SEE STANDARD PLAN F 10.1ID ZEM - D, O , D D FINISHED GRADE 1" (IN) BELOW TOP OF CONCRETE SURFACE FOR PLANTING - FLUSH IF PAVED PREMOLDED JOINT FILLER ADJACENT TO BUFFER STRIP ( EXPANSION JOINT SEE © 5 1/2" CONTRACTION FACE OF CURB JOINT 51/2" V "v ° ' fo ROADWAY ' 1" (IN) R D 8" 6 1/2" I 1" CURB FACE DETAIL EXTEND SIDEWALK TRANSVERSE EXPANSION JOINTS TO INCLUDE CURB (FULL DEPTH) BROOMED FINISH (TYP.) 4" (IN) WIDE, SMOOTH -TROWELED PERIMETER CEMENT CONCRETE CURB (CURB AND GUTTER SHOWN) NOT INCLUDED IN BID ITEM SEE STANDARD PLAN F-10.12 IN SIDEWALK ONLY EXPANSION JOINT IN BOTH ISOMETRIC VIEW JOINT AND FINISH DETAIL Z � 1/ D ,D>D O © CONTRACTION JOINT /J _ Barry, lid 1/ �- May 6 2014 3:41 PM CEMENT CONCRETE SIDEWALK STANDARD PLAN F-30.10-03 SHEET 1 OF 1 SHEET APPROVED FOR PUBLICATION lun 11 2014 1:251'M STATE DESIGN ENGINEER Washington Stale Department of Transportation APPROVED BY: DATE: APPROVED BY: DATE: APPROVED BY: DATE: APPROVED BY: DATE: R-400313 Know what's below. Cali before you dig. c) O O 1 O 1 co O O CV co O N rr i 0 0 0 w i O O U i a W z N I M Z � m N � Z dFn� mm< ZFz Ir r,a0 SEC. 0,q T. 23 N., R. 05 E.,3EICY09 , T 23 N., R. 05 E., W.M. GENERAL NOTES: N M \ \ \ 1. ALL IMPROVEMENTS (PAVEMENT, SIDEWALK, CURB AND GUTTER, N LANDSCAPING, WATER MAIN, SANITARY SEWER, STORM DRAINAGE) O / '"� EouV'' S IN THE ROW TO BE DESIGNED AND CONSTRUCTED BY THE CITY, \ PROP. STORNyDRAIN \ EXCEPT FOR UTILITY CONNECTION FROM THE PROPOSED BUILDING O CONNECTIO , SEE SHEET C3.0. TO THE UTILITY MAIN. 2. - ALL IMPROVEMENTS (SIDEWALK, BUILDING) OUTSIDE THE ROW TO BE DESIGNED AND CONSTRUCTED BY THE PROPERTY OWNER. D 3. PARKING GARAGE OIL/WATER SEPARATOR SHALL BE MAINTAINED \ \--K. HYDRANT A xs� / •& BY A SMALL PUMP TRUCK THAT WILL BE ABLE TO DRIVE UP AND PUMP OUT ANY OIL/DEBRIS IN OIL/WATER INTERCEPTOR. SCALE: 1" = 20' _ -_-- 4. SPRINKLER SYSTEM WILL BE BIDDER DESIGNED. 0 20 40 60 W SUNS INDICATOR VALVE SS t� S$ - SS - \ R ONNE 4 FIRE SERVICE TO WA yALVE WATE �_.�O y><aoz�yzm eN PLANR_80.5,300.1MAIN PER CORDR S� p I Po / p� �j / J^ ` • 7I��CATDR V VET ? w > r ¢ a O a � s 300.2 (SHEET C4.1) OQ WATER M L0 - I 'kgi"g� _ C%'7Y •. -. �.. l'Jd /pp f� s}. /'//'/ /j :2 dDRC--FJN" - /" __OS_..... -- Q BASE PO RYA -V_ - - - - RED) PER COR STD PLAN V �m 360.5 (SHEET C4.1) J f , ' 8" CLEANOUT L - =� `. - - } 4-INCH DOMESTIC WATER ' / 0 I ONNECT (BY COR) --, .- .- I. --- _ METER PERRC�TD m ' I I ' "1 - . _ �` _ N.9Yf'S8•E LLA �Pld RIM-330,90 -- - - _ ` - - - - - - _.- _ ( 1)- DI' COMMERCIAL ERVICE 4" DIA. IE-327.37 PROP. BUILDING SANITARY 1�-"-- -"'sry -PLAN �3_ SEWER CONNECTION PER RIGHT OF WAY LINE hh �� s - CO NE D TI WATER MAN PER A 's 4+.� CDR TO PLAN 405.00 (T�) C - _ �, ER 0 STD PLA 320.2 w'"•� S4'. c ---- _-- - �P CDR TD PLAN p �`A4ap'6 ( ET C4.1) EXISTING UTILITY POLE TO BE USED _- Rcv�.v.g, i _ _ _ ���."i ��i,,w'S� H'?"'�•s , ,�pv - � ' •• CONSTRUCTION POWER EXISTING GAS LINE TO BE MH AND SD TO BE 20 00.1HEET. C4:1- "%s,*str �••� a" Tat f."i- : ;"' -•-. UNTIL PROP. UNDERGROUND POWER IS REMOVED AND PLACED JOINT DEMOLISHED BY COR 'L'A1w '��i"sue .� - •� "' • • CONNECTED. PERMANENT UTILITY POLE DURING SUNSET LANE- ,/ ;; • . {/ l UTILITY TRENCH (BY OTHERS) / - �•••� { -: LOCATION WILL ALSO BE USED FOR CONSTRUCTION 2-INCH COMMERCIAL O s / - •. ; �, . ` ; CONSTRUCTION POWER. PROP. BUILDING POWER AND TEL - - - - - WATER METER PER 1 CONNECTION. UNDERGROUND I DR STD PLAN 320.2 O SUMP PUMP DISCHARGE LINE CONNECTS TO GRAVITY POWER IS COMING FROM ENTRY (SHEET C4.1) C� / �... I //7!////y�//// - STALL 12- HEN 4/ / SEWER PARKING LEVEL 2 WHICH CONNECTS TO THE CORNER OF THE KCLS LIBRARY _ --' O ' "• ' LIVING UNITS SEE PLUMBING PLANS DOMESTIC SEWRC r`_ - - %//= -/ /// J �_- - fd r - / .'w` : SUMP PUMPSFOR EPARATRKING GATED ON '-------- 9110 COLPITTS k '-' b0 O65 /.per' PAINTED BLUE � / // _ � �•/ ��,� 0 / r LOT B" I PIV ( OIL/W TER \ O�, '''''• '� I FFE 337.5 (UNDTONER HIGHLANDS LIBRARI 204 (SHEET �.44444�''IIII//'// //// /` //// /////'//•// r RIGHT OF WAY PARKING LEVEL 3. FFE-317.25 SPRINKLER (UNDER CONSTRUCTION) n/ LINE (TYP)ATER �' RISER ROOM LOWEST GARAGE FFE=317.25 = _KCLS INSTALL 4•-90DEGREE BEND ry A I-1- \ SIDEWALK PER SEPARATOR TO BE LPARKING GARAGE OCATED ON AND TEE BEHIND - LIBRAR PER STD PLAN 320.4 VALVES /4" DIA. U) a r - PARKING LEVEL 3, SEE PLUMBING r I I ,------------------ TRAFFIC- EXISTING : ' - CDR STD PLANS PLANS AND GENERAL NOTE 3 cN++cc w,u __ SIGNAL .. - - 102 AND F007 --- - ---- _ 0 I� r= ,V POLE F FROM PARKING GARAGE \c -� - t.. c • ` FLOOR DRAINS SEE SIDEWALK PER CDR STD c '''•- PLUMBING PLANS PLANS 102 AND F007 SIDEWALK PER COR STD IF,�'�o PLANS 102 AND F007 s / �i,A ^`\i _ _ rp.er• TO GRADER I - i _ M ADJUSTED RIM �._ `: _ -Fe a k --JOINT UTILITY TRENCH - Da : TO GRADE 'ts; , �1_�` ,..._• .w--•.1.:�--- -- -.�_.. --� PER CDR C PER COR j y.--�"' RIM -336.65 i . • . ....:'�' •'r.'-.'.: ---=,w -airs' q e I _ .. - - - _ .. _ .. _ _ _ 11 STD PLAN NCH FIRE r OI UTILITY n ,.:4 `_ _ _ _ - -- - r :• w` ..:.. i SERVICE CIONNECTIO 1 \ SHEET C4.1) + \ �\ H / . .. ., _ I) I COMMERCIAL WATER 50=1`r TO �.. T.. BACKFLOW TO BE :rw u-w o F` 11.4�FT OW a CLOSEST FH ��': SVNgE w = w_ .- _ _ _ _ SPRINKLERINROOM I I ;TORE LOCATED IN I 4g"•C�, RELOCATE EXISTING STREET LIGHT POLE ON B w--___ =z �' - _ �`i�`ournn w r o-w - - - . _ _ . --- _ -- - - -- 'SP I z a N w a z -ty �' '�-�' LER ROOM o z o a- w w L `�-" NK O ~a- '• %<'C. NEW FOUNDATION, PAD AND JUNCTION BOX IN o ��s5r VD �9 O t m w � w w- -_, I - - -- - o L) W 3 W a i 0 3 5 i 1 '?'�0' PLANTER STRIP. LOCATE PER CDR STD PLAN r•ipr .D RELOCATE EXSTNG I I I ROP. 4-INCH DOMESTIC' tsw 124. CONTRACTOR TO CONFIRM LOCATION OF \ ADJUSTED fFIM SPRINKLER RISER RO WATER CONNECTION EXISTING STORM DRAIN PRIOR TO INSTALLATION s POLE ON NEW FOUNDATIOTO GRADE SEE MECHANICAL AND _ OF STREET LIGHT FOUNDATION 1 ss JUNCTION BOX IN PLARIM-341.39 NOTE: NO CITY IMPROVEMENTS ARE ARCHITECTURAL PLANS - BACKFLOW TO BE LOCATED ---" LOCATE PER BLVD NE CORRIDOR AT THIS TIME. . TD S CDR PLAN 124. CURRENTLY SCHEDULED FOR THE SUNSET a N w > 6'9 IN SPRINKLER ROOM Pr - DR w 3 y'���;>.'K; �� - - - - - sa-�rsa'N rrns. (ssu•w'w uA) a w W t9 > . msr w¢ (xtr:. wV rv¢mwoz''aw LEGEND: *� Qa 1 WATER SERVICE CONNECTIONS v t N.T.S. , SS PROPOSED 8 INCH DIA. PVC SANITARY SEWER (BY CDR) UTILITY TO BE DEMOLISHED (BY CDR) S-400301 W-400301 R-400314 � � ; / / ; ; / / i �� ; , , .• ; ; ; W_ PROPOSED 12 INCH DIA. DIP HIGH PRESSURE ( AS -BUILT NOTE WATER MAIN B Y COR) W MTN2C0AST, LLC (M2C) WAS RETAINED BY OAK HILLS PROPOSED WATER SERVICE (BY BUILDING 1 DEVELOPER) " CONSTRUCTION TO COMPLETE AN AS -BUILT SURVEY OF THE UTILITIES. M2C MAPPED THE SURFACE - - EXISTING WATER MAIN APPURTENANCES AND USED REDLINE DRAWINGS _ . % ' !;, .- : ,� ,i" i , . WATER TO BE DEMOLISHED (BY CDR) o* ft", �4 N0 PROVIDED BY OAK HILLS TO SHOW THE LOCATION OF UTILITIES BASED ry ON ABOVE REFERENCED INFORMATION. UP PROPOSED UNDERGROUND FRANCHISE UTILITIES AS -BUILT INFORMATION IS SHOWN IN RED ALONG WITH THE POWER INFORMATION, STORM AND SEWER (GAS, TELEPHONE, POWER) (BY CDR) po STRUCTURE LOCATIONS AS -BUILT ARE SHOWN IN GREEN, l EwISTExE Q• AND WATER STRUCTURES AS -BUILT SHOWN IN BLUE. THE )• PROPOSED FIRE HYDRANT (BY CORN N o SJ SURVEYOR STAMP HEREON IS FOR AS -BUILT INFORMATION Know what's below. Call before you dig. �R D.E. 0 V p4 RA l 7 o m x RELOCATED STREET LIGHT 4c LAK HEREINBEFORE DESCRIBED AND SHOWN ON THIS SHEET ONLY. Nit 306 `A sSZONAL � DESIGNED BY RP I :) w 0D/2,2118 OSBORN CONSULTING, INC. JOBIy DWG DATE DRAWN BY SUNSET TERRACE CONSTRUCTION SET 10-110031 11-21-2017 TNF I C ECKED BY 01''r' ;11 1 Ave. NE, Suite 220E Ph (425) 451-4009 DEVELOPMENT - BUILDING 1 SCALE SHEET 4 /10/1 PERMIT RESUBMITTAL RDP Bellevue, WA. 98004 Fax (425) 451-4901 NO. DATE RDP RENTON, WASHINGTON UTILITIES PLAN H; 111=20' N/A C4.0 �( C4.3 REVISION BY Co C:) 0 1 1 W C17 I� CV I rr C17 Nt `1 I` CV U r) H O O I O U) W W 2 U) 0 0 Q U W U Q ry D-' W H I- W In n Z � O MN W ry 00n O04 \ry �\ O O- O D_ Lij LLLLI J :2 �:2Q QFz z LLJ LLJ J 0 U) = O- =) WATER PLAN GENERAL NOTES Standard Plan No. 300 1. ALL WORK AND MATERIALS SHALL BE IN ACCORDANCE WITH THE LATEST EDITION OF THE CITY OF RENTON PUBLIC WORKS STANDARD SPECIFICATIONS AND SPECIAL PROVISIONS AND WSDOT / APWA STANDARD SPECIFICATIONS, LATEST EDITION AS AMENDED BY THE CITY OF RENTON. A SET OF CITY APPROVED PLANS SHALL BE KEPT AT THE JOB SITE WHENEVER CONSTRUCTION IS IN PROGRESS. A PRE -CONSTRUCTION CONFERENCE SHALL BE HELD PRIOR TO THE START OF CONSTRUCTION. THE CONTRACTOR AND OR DEVELOPER SHALL BE RESPONSIBLE FOR SECURING ALL NECESSARY PERMITS PRIOR TO CONSTRUCTION. 2. ALL EXISTING UTILITIES SHALL REMAIN IN SERVICE DURING CONSTRUCTION UNLESS OTHERWISE NOTED. THE CONTRACTOR SHALL CALL 1-800-424-5555 TO VERIFY UTILITY LOCATIONS BEFORE BEGINNING EXCAVATION. 3. ALL MATERIALS USED FOR THE CONSTRUCTION OF WATER SYSTEM IMPROVEMENTS SHALL BE NEW AND UNDAMAGED, AND "CATALOG CUTS" FOR ALL MATERIALS SHALL BE APPROVED IN WRITING BY THE CITY OF RENTON PRIOR TO BRINGING ANY MATERIALS ON -SITE. 4. ALL WATER MAIN PIPE MATERIALS SHALL BE CEMENT LINED DUCTILE IRON PIPE, THICKNESS CLASS 52 PER AWWA C 151 AND C 104. PIPE JOINTS SHALL BE PUSH -ON OR MECHANICAL JOINT. CAST IRON OR DUCTILE IRON PIPE FITTINGS SHALL BE CLASS 250 AS PER ANSI/AWWA C110/A21.11 -82. ALL DUCTILE IRON PIPE AND FITTINGS SHALL BE WRAPPED WITH 8-MIL BLACK, TUBE -TYPE, POLYETHYLENE PLASTIC PER AWWA C105 STANDARDS. 5. MINIMUM COVER FROM TOP OF WATER MAINS TO FINISHED GRADE SHALL BE 36 INCHES FOR PIPE DIAMETER OF 10-INCH OR LESS AND 48 INCHES FOR PIPE DIAMETER OF 12-INCH AND LARGER. MAXIMUM COVER FOR ALL WATER MAINS SHALL BE 60 INCHES. ANY DEVIATIONS MUST BE APPROVED BY THE CITY OF RENTON PRIOR TO CONSTRUCTION. WHERE UTILITY CONFLICTS OCCUR, THE PROFILE OF THE WATER MAIN SHALL BE ADJUSTED AS NECESSARY TO CLEAR CONFLICTS AND TO PROVIDE MINIMUM COVER. PIPE DEFLECTION SHALL NOT EXCEED ONE-HALF OF PIPE MANUFACTURER'S SPECIFICATION FOR SIZE OF PIPE USED. ALL TRENCH BACKFILL SHALL BE COMPACTED TO 95 PERCENT MAXIMUM DRY DENSITY AS DETERMINED BY THE MODIFIED PROCTOR TEST METHOD (MDD) IN ROADWAYS, ROADWAY SHOULDERS, ROADWAY PRISM AND DRIVEWAYS, AND 85 PERCENT MDD IN UNPAVED AREAS. ALL PIPE ZONE COMPACTION SHALL BE 95 MDD. 6. CONCRETE BLOCKING FOR WATER MAINS SHALL BE DESIGNED, INSTALLED AND POURED IN PLACE IN ACCORDANCE WITH CITY OF RENTON STANDARD DETAILS AND SPECIFICATIONS AND SHALL BE INSTALLED AT ALL VERTICAL AND HORIZONTAL BENDS, FITTINGS AND BASE OF HYDRANTS. MEGA -LUGS (OR SIMILAR PRODUCT) MAY BE REQUIRED ON ALL MECHANICAL JOINTS IN ADDITION TO CONCRETE BLOCKING. 7. ALL NEW WATER MAIN PIPES AND FITTINGS SHALL HAVE A FOAM PIPE PIG RUN THROUGH THEM PRIOR TO BEING FLUSHED, DISINFECTED, AND TESTED. CLEANING, PRESSURE AND PURITY TESTING SHALL BE DONE IN THE PRESENCE OF AND UNDER THE SUPERVISION OF A CITY OF RENTON UTILITY INSPECTOR. THE CONTRACTOR SHALL SUPPLY, INSTALL AND REMOVE PLUGS, CORPORATION STOPS, BLOW -OFF ASSEMBLIES, AND THRUST RESTRAINT / BLOCKING FOR TESTING AND PURITY ACCEPTANCE. NO CONNECTION SHALL BE MADE BETWEEN THE NEW MAIN OR BETWEEN THE NEW WET -TAP VALVE TO AN EXISTING MAIN UNTIL THE NEW PIPING HAS BEEN FOAM -PIGGED, DISINFECTED, FLUSHED, AND PASSED BOTH PRESSURE AND PURITY TESTING. 8. NEW WATER MAINS INCLUDING SERVICE LATERALS SHALL BE TESTED AT A STATIC PRESSURE OF 150 PSI ABOVE WORKING PRESSURE WITH A MINIMUM OF 225 PSI TEST PRESSURE FOR 120 MINUTES WITH A MAXIMUM OF 5 PSI PRESSURE DROP DURING THE ENTIRE TEST PERIOD. UPON SATISFACTORY COMPLETION OF THE PRESSURE TEST, THE LINE SHALL BE DISINFECTED, FLUSHED, AND THEN WATER SAMPLES SHALL BE TAKEN FOR PURITY TESTING BYTHE PUBLIC WORKS INSPECTOR. 9. THE CONTRACTOR SHALL NOTIFY THE CITY OF RENTON WATER UTILITY AND MAINTENANCE DEPARTMENTS AT LEAST 10 WORKING DAYS PRIOR TO MAKING CONNECTIONS TO THE EXISTING WATER SYSTEM. THE CONTRACTOR SHALL EXPOSE THE EXISTING WATER MAIN AND FITTINGS AT THE CONNECTION POINT BEFORE ORDERING THE NECESSARY ADAPTORS AND FITTINGS REQUIRED FOR THE FINAL CONNECTION. THE CONTRACTOR SHALL EXCAVATE, REMOVE ALL SURFACE MATERIALS, AND PROVIDE SHORING AND ALL MATERIALS REQUIRED FOR THE CITY OF RENTON TO PERFORM THE CONNECTION TO THE EXISTING WATER SYSTEM. THE CONTRACTOR SHALL PROVIDE AND INSTALL BACKFILL, CONCRETE BLOCKING, AND COMPLETE SURFACE RESTORATION. ti�Y O e► + PUBLIC WORKS DEPARTMENT WATER PLAN GENERAL NOTES EXISTING WATER LINE TESTING DETAIL t8 FT WE PLAN VIEW NEW WATER LINE STD. PLAN - 300.0 MARCH 2O10 VERTICAL CROSS(MJxFL) FOR POLYPIGGING ONE BLIND FLANGE ON TOP WITH 2"TAP & 2"PLUG ONE BLIND FLANGE ON BOTTOM ONE (MJ) PLUG WITH 2" TAP & 2" TEMPORARY BLOW -OFF TEMPORARY BLOCK CUT -IN (BY CITY FORCES) TEE (FLxFL) W/ CONC. BLOCK 1- GATE VALVES (FLxMJ) 2- SOLID SLEEVES (MJ) OR RO-MAC COUPLINGS 1- PLUG (MJ) W/2"TAP & TEMP. BLOW -OFF TEMP. BLOCK EXISTING WATER LINE EXISTING WATER LINE FINAL CONNECTION DETAIL AFTER ALL TESTING, CLEANING BY POLYPIG, AND DISINFECTION, REMOVE TEMP. BLOCK & BLOW -OFF & CONNECT WITH SLEEVE (MJ) & D.I. SPOOLS FINAL CONNECTION BY CITY FORCES EXISTING WATER LINE OTY + PUBLIC WORKS CONNECTION TO WATER MAIN CUT STD. PLAN - 300.2 DEPARTMENT IN -LINE TEE & ONE VALVE „� p$ MARCH 2O10 CONSTRUCTION RECORD DRAWING THIS CONSTRUCTION RECORD DRAWING IS A COPY OF THE APPROVED CONSTRUCTION DRAWING PREPARED BY OSBORN CONSULTING INC. AND HAS BEEN EDITED USING INFORMATION PROVIDED BY OAK HILLS CONSTRUCTION, LLC TO REFLECT ASBUILT CONDITIONS SEC. 0Q T. 23 N. , R. 05 E. 5EW.M. 09 , T 23 N. , R. 05 E. , W" M. TESTING DETAIL �.a cr NEW D.I. WATER LINE TAPPING TEE (MJxFL) VERTICAL CROSS(MJxFL) FOR POLYPIGGING TAPPING GATE VALVE (FL XMJ) 1-BLIND FLANGE ON TOP WITH 2" TAP AND 2" PLUG TEMPORARY PLUG (MJ) WITH 2-INCH TAP 1-BLIND FLANGE ON BOTTOM AND 2-INCH BLOW -OFF ASSEMBLY 1-PLUG(MJ) WITH 2"TAP & 2" BLOW -OFF CONCRETE BLOCKING TEMPORARY BLOCK FINAL CONNECTION DETAIL O NEW D.I. WATER LINE I I PF'N-- P-7 L AFTER ALL CLEANING BY POLYPIG, PRESSURE TESTING AND DISINFECTION, REMOVE TEMPORAY BLOCK & BLOW -OFF AND CONNECT TO VALVE WITH D.I. SLEEVE (MJ) & D.I. SPOOLS FINAL CONNECTION BY CITY FORCES NOTES: 1. TAPPING TEES SHALL BE MADE OF CAST IRON, DUCTILE IRON OR EPDXY -COATED STEEL. BOLTS AND NUTS SHAL BE COR-TEN. ALL TEES AND VALVES SHALL BE WATER TESTED BEFORE TAP 2. NO SIZE ON SIZE TAPS ON CAST-IRON WATER LINES. TAP SHALL BE AT LEAST 2" SMALLER DIAMETER THAN THE EXISTING MAIN. 3. NO WET TAP ON ASBESTOS CEMENT LINE OR STEEL LINE 4. WET -TAPPING OF EXISTING CITY OF RENTON WATER MAINS WILL BE DONE BY SPEER TAP OR SUPERIOR TAPPING INC. 5. CONTRACTOR SHALL POTHOLE AND VERIFY THE HORIZONTAL AND VERTICAL ALIGNMENT OF EXISTING LINE OR STUB AND SHALL START LAYING THE NEW LINE AT THE SAME HORIZONTAL AND VERTICAL ALIGNMENT OF THE EXISTING STUB. 6. CITY FORCES WILL PERFORM THE FINAL CONNECTION FROM THE WATER LINE TO THE TAPPING VALVE WITH D.I. SLEEVE AND D.I. SPOOL. ti`�Y o - e► + PUBLIC WORKS CONNECTION TO WATER MAIN WITH STD, PLAN 300.1 DEPARTMENT TAPPING TEE & VALVE MARCH 2C NTO FIRE HYDRANT SHALL BE COREY-TYPE EQUAL TO IOWA F-5110 OR COMPRESSION TYPE SUCH AS CLOW MEDALLION; M & H 929, MUELLER SUPER CENTURION 200, AND WATEROUS PACER WITH 6" MECHANICAL JOINT INLET WITH LUGS. 5-1/4" MAIN VALVE OPENING. TWO 2-1/2" HOSE CONNECTIONS NATIONAL STANDARD THREADS. 4" PUMPER CONNECTION CITY OF SEATTLE THREADS WITH A STORZ ADAPTOR, 4.875" SEATTLE THREAD X 5" STORZ, ATTACHED WITH 1/8" STAINLESS STEEL CABLE. 1-1/4" PENTAGON OPERATING NUT. FIRE HYDRANT TO BE PAINTED WITH TWO COATS OF PAINT. KELLY-MOORE/PRESERVATIVE PAINT No. 5780-563 DTM ACRYLIC GLOSS, SAFETY YELLOW OR APPROVED EQUAL. PUMPER CONNECTION TO FACE ROADWAY OR AS DIRECTED BY RENTON FIRE DEPARTMENT. FIRE HYDRANT EXTENSION TO BE USED IF REQUIRED. MIN. 18" TO 20" BEHIND BACK OF CURB OR 12" BEHIND BACK OF 3' SIDEWALK THAT IS ADJACENT TO CURB 4.875" x 5" STORZ 5'x5'x6" THICK CONCRETE PAD AROUND HYDRANT. FINISH TO MATCH SIDEWALK. EXPANSION JOINT AT BACK OF SIDEWALK �CONCRETE SIDEWALK OR PLANTING STRIP 36" MIN COVERti 0 CONCRETE THRUST BLOCK MAIN LINE TEE. WITH 6" FLANGE SIDE OUTLET. 6" GATE VALVE (FL X MJ) AWWA C-509, RESILIENT SEAT 6" DUCTILE IRON PIPE, CLASS 52 CEMENT LINED, LENGTH TO FIT 2-3/4" COR-TEN STEEL TIE RODS. \\\-1/2 YARD OF 1-1/4" WASHED DRAIN ROCK 1' ABOVE BOOT FLANGE. PLACE 8 MIL POLYETHYLENE FILM AROUND TOP AND SIDES OF GRAVEL. FIRE HYDRANT ASSEMBLY LEVEL ALL GROUND LEVEL ALL GROUND MMIN 3' RADIUS IN 3' RADIUS TWO-PIECE CAST IRON VALVE BOX WITH LUG TYPE COVER. EQUAL TO OLYMPIC FOUNDRY CO. STANDARD 8" TOP SECTION WITH REGULAR BASE SECTION LENGTH TO FIT. VALVE NUT EXTENSION AS REQUIRED. RAISED PAVEMENT MARKER TYPE 88-A STIMSONITE TWO-WAY BLUE REFLECTIVE ;ONCRETE BLOCKING 16" x 8" x 4" MININUM CONCRETE BEARING BLOCK UNDER HYDRANT i �6 CUT ONE MAN ROCK - 6" CONCRETE PAD /6" CONCRETE PAD FI LL HYDRANT LOCATION IN CUT OR FILL + PUBLIC WORKS FIRE HYDRANT ASSEMBLY STD. PLAN - 310.1 DEPARTMENT p MARCH 2O10 CITY PIPING 1-1/2" AND 2" WATER SERVICE DETAIL z z J IN UNIMPROVED J CAUTION • VALVE BOX SHOULD NOT REST ON 10 11 12 W RIGHT-OF-WAY INSTALL METER PIPE. LATER COMPACTION IN AREA OF VALVE BOX w a BOX AT PROPERTY LINE WITH 12' LONG COPPER TAILPIECE wa COULD CAUSE THE BREAKAGE OF THE SERVICE. Of a a ° 9" MIN. 12" MAX. z zx f f zxo y 3 0 o ,PrVE 4 EXPOSED 0 7 lu rl N n v 12" BY PASS NOT ALLOWED c FOR IRRIGATION METERS PRIVATE I PIPING U \n/ CRUSHED ROCK �°J BASE TO SUPPORT A A VAULT. - DRILL 2" DIA. HOLE FOR TOUCHREAD DEVICE QUICK -JOINT COUPLING x MIPT CAST IRON OR DUCTILE IRON WATERMAIN 2-1/2" MIN. FROM NEAREST NOTE: AND FRONT EDGE OF PIT LID THE CENTER OF THE HOLE MUST BE AT LEAST 1" FROM UNDERNEATH RIBS UNLESS THE RIB SPACING ALLOWS THE NUT TO TIGHTEN AGAINST THE OPEN SIDE OF MORE THAN ONE RIB. TYPICAL RIB MATERIAL LIST FOR 2" SERVICE: METER LOCATED IN PLANTING STRIP MATERIAL LIST FOR 1-1/2" SERVICE: METER LOCATED IN PLANTING STRIP BETWEEN CURB & SIDEWALK BETWEEN CURB & SIDEWALK 1. 2" tapped tee, on new water main. 1. 2" topped tee on new water main. 2. 4" long X 2" brass nipple with threaded ends (MIPT). 2. 4" long X 2" brass nipple with threaded ends (MIPT). 3. 2" resilient seat gate valve with threaded ends, square operating nut, 3. 2" resilient seat gate valve with threaded ends, square operating nut, and and valve nut extension if required (see standard detail 330.1). valve nut extension if required (see standard detail 330.1). 4. Two piece cast iron valve box. Standard 8" top section with regular 4. Two piece cast iron valve box. Standard 8" top section with regular base base section, length to Fit, "lug" type cover. 2" brass bushing (MIPT x section, length to fit, "lug" type cover. FIPT). 5. 2" X 1-1/2" hex brass bushing (MIPT x FIPT). 2 each 1-1/2" brass or 5. 2 each 2" brass or bronze nipples 6" length, threaded ends. 2 each bronze nipples 6" length, threaded ends. 2 each 1-1/2"-90' brass or 2"-90' brass or bronze elbows (FIPT x FIPT). bronze elbows (FIPT x FIPT). 6. 2" (MIPT) x compression fitting, Ford C84-66 or equal. 6. 1-1/2" (MIPT) x compression fitting, Ford C84-66 or equal. 7. 2" soft copper tubing type K or brass nipples (MIPT x MIPT), length to 7. 1-1/2" soft copper tubing type K or brass nipples (MIPT x MIPT), length fit. to fit. B. 2" threaded brass 90' ell. 8. 1-1/2" threaded brass 90' ell, for Ford L44-77 or equal. 9. 2" Customsetter with by-pass Ford: VBH 86-12B-11-77 (x 17-3/16" 9. 1-1/2" Customsetter with by-pass Ford: VBH 86-126-11-66 (x McDonald Brass: 308715WDFF775 or Mueller B-1427-2" with flanged 13-3 16 McDonald Brass: 308612WDFF665 or Mueller B-1427-1 1 2" angle ball valve and padlock wings on inlet, and angle check valve with flanged angle ball valve and padlock wings on inlet, and angle check outlet, boll valve on bypass with padlock wings. Customsetter shall valve outlet, ball valve on bypass with padlock wings. Customsetter shall have vertical inlet and outlet. have vertical inlet and outlet. 10. Rigid meter spreader to be supplied and installed in meter setter by 10. Rigid meter spreader to be supplied and installed in meter setter by contractor. contractor. 11. Water meter shall be supplied and installed by City of Renton upon 11. Water meter shall be supplied and installed by City of Renton upon payment of all related water meter fee and satisfactory pressure and payment of all related water meter fee and satisfactory pressure and purity tests. purity tests. 12. 17"x3O" Plastic meter box equal to Mid -States Plastics, Inc. BCF Series 12. 17%30" Plastic meter box equal to Mid -States Plastics, Inc. BCF Series MSBCF 1730-18 with 2" thick Ductile iron diamond plate cover 18"x31" MSBCF 1730-18 with 2" thick Ductile iron diamond plate cover 18"x3l" equal to Mid -States Plastics, Inc. MSCBC-1730-R with 2" drilled hole equal to Mid -States Plastics, Inc. MSCBC-1730-R with 2" drilled hole for for touchread pit lid, and meter read lid. touchread pit lid. 13. 2" coupling (compression x FIPT) with 2" plug (MIPT), Ford C-14-66 13. 1-1/2" coupling (compression x FIPT) with 1-1/2" plug (MIPT), Ford or equal. The property owner is responsible for any necessary adoptation or C-14-66 or equal. The property owner is responsible for any necessary extension of water service. adaptation or extension of water service. NOTE: ALL METER BOXES INSTALLED IN CONCRETE OR PAVED DRIVEWAYS SHALL BE CAST-IRON EQUAL TO OLYMPIC FOUNDARY. EXPANSION JOINTS MUST BE INSTALLED 12" MINIMUM ON BOTH SIDES OF METER BOX. 'S Y + .•,,� PUBLIC WORKS 1 1 2" AND 2" WATER SERVICE LOCATED STD. PLAN - 320.2 '•ate T+ DEPARTMENT IN PLANTING STRIP 'MARCH 2010 CITY OWNED AND MAINTAINED PRIVATELY OWNED AND MAINTAINED BUILDING WALL MAXIMUM PIPE LENGTH FROM PROPERTY LINE TO DDCVA MUST NOT EXCEED 50 FEET 3 ® 4 CONCRETE BOLLARDS i 03 10 N 5 PERIMETERS OF MINIMUM CLEARANCES TO BE PAINTED ON FLOOR IN WHITE 1� • •5 FT. MAX. © O ENAMEL PAINT STRIPE, WITH 2 INCH STENCILED BLACK LETTERS TO SAY: O9 w "DO NOT BLOCK ACCESS" rc ? I • 10 r Z r z m a o (L w o z 4 INCH 48 INCH J 13 12 11 CD = DDCVA MUST BE INSTALLED IMMEDIATELY AFTER H PIPE PENETRATION THROUGH BUILDING FLOOR SLAB. W ROOM IN WHICH DDCVA IS LOCATED SHALL: z A. HAVE FLOOR DRAIN CONNECTED TO THE SANITARY SEWER SYSTEM. B. HAVE A HEATING SYSTEM (40' F MIN. TEMP.) NO HEAT TAPE 0 C. NOT BE USED FOR STORAGE AROUND THE DDCVA m D. HAVE CLEARLY DELINEATED ACCESS WAYS TO DDCVA AND PIVs. w w J A RIGHT -OF -ENTRY AGREEMENT MUST BE GRANTED TO THE z CITY OF RENTON FOR INSPECTION OF THE DDCVA AND METER. SEPARATE FIRE SPRINKLER PLANS INCLUDING INSTALLATION OF DDCVA MUST BE SUBMITTED TO RENTON FIRE PREVENTION DEPARTMENT FOR REVIEW AND APPROVAL. A SEPARATE FIRE SPRINKLER PERMIT IS REQUIRED. II I 1. MAIN LINE TEE (MJ x FL) WITH CONCRETE BLOCKING (WATER MAIN LOCATED IN EASEMENT ON PRIVATE PROPERTY SHALL NOT BE MORE THAN 50 FEET TO BUILDING) 2. BRANCH VALVE (FL x MJ) WITH VALVE BOX AND COVER 3. CLASS 52 DUCTILE IRON PIPE (4 INCH MINIMUM) ALL PIPE ANDVr FTTINGS SHALL BE RESTRAINED WITH SHACKLE RODS AND CONCRETETHRUST BLOCKS PER NFPA AND AWWA STANDARDS. 4. POST -INDICATOR VALVE (MJ) WITH TAMPER SWITCH5. 2-90' BENDS (FL x FL) WITH FLANGED DUCTILE IRON PIPE SPOOL 6. 18" LONG SPOOL (FL x PE) if 7. FLANGE COUPLING ADAPTOR FINISH FLOOR LEVEL \ B. APPROVED DDCVA ON MAIN LINE IN HORIZONTAL POSITION ONLY. (PER LATEST DEPT. OF HEALTH APPROVED LIST OF BACKFLOW PREVENTION ELEVATION VIEW OF DDCVA DEVICES) BOTTOM OF DDCVA SHALL BE A MINIMUM OF 24 INCH ABOVE FLOOR LEVEL AND NOT HIGHER THAN 3 FEET MAXIMUM. INSTALL 3 CONCRETE PADS OR ADJUSTABLE PIPE SUPPORT COLUMNS UNDER DDCVA ADJUSTABLE STEEL PIPE SUPPORT, 9. O.S & Y VALVES TO BE RESILIENT SEATED WITH TAMPER SWITCHES. STANCHIONS BOLTED TO FLOOR. ADD WIRING IN ACCORDANCE WITH L & I 10. METERED 3/4 INCH BY-PASS DCVA - BY-PASS METER SHALL BE A 3/4 INCH "SENSUS-ECR" SR POSITIVE DISPLACEMENT METER EQUIPPED ICE REGISTER WITH A REMOTE READ SENSOR PLATE MOUNTED ON THE OUTSIDE OF THE BUILDING WALL (WALL MOUNT TYPE). 11. SWING TYPE GRAVITY CHECK VALVE, FLANGE WITH BALL DRIP IN VAULT OR OUTSIDE BUILDING 12. 4"x 4" x 6" BULL, ELBOW, THREADED 13. UL LISTED FIRE DEPT. CONNECTION, UL LISTED BREAK AWAY CAPS, LOCATE WITHIN 50 FEET MAXIMUM OF A PUBLIC FIRE HYDRANT. AFTER FIELD INSTALLATION, MAIN DDCVA AND BY-PASS DCVA MUST BE TESTED SATISFACTORILY BY A DEPARTMENT OF HEALTH CERTIFIED BACKFLOW ASSEMBLY TESTER. TEST REPORT MUST BE SUBMITTED TO CITY OF RENTON WATER UTILITY ENGINEERING DEPARTMENT PRIOR TO ACTIVATION OF NEW LINE. INSTALL BRASS Y4" FLARE TEST COCKS WITH Y4" FLARE CAPS. ��Y O INSIDE BUILDING INSTALL FOR 3" AND STD. PLAN - 360.5 + +► PUBLIC WORKS LARGER DETECTOR DOUBLE CHECK ,P�N�o$ DEPARTMENT VALVE ASSEMBLY MARCH 2O10 REGISTER SHALL BE TOUCH READ PIT LID 4" POST INDICATOR VALVE (TR-PL) AND BE INTELLIGENT COMMUNICATION (MJxMJ) PAINTED BLUE ENCODER TYPE (ICE). METER MUST READ IN 2-3/4" SHACKLE RODS PER CITY CU. FT. OF RENTON SPECIFICATIONS 4" 90' BEND (MJ) 4" 90' BEND (MJ) INSTALL IN TEST TEE (MJxFL) Z GATE VALVE (FLxMJ) 0 12" 13 LF 4" D.I. 7'-0"� / PORT A 2"x2" BRASS NIPPLE WITH A 2" RESILIENT J z 4 LADDER WITH SEATED BRASS GATE VALVE AND 2" PLUG. 4" FLxMJ ADAPTOR v SUPPORT BARS PER OSHA .2•-4„ 4" FLxMJ ADAPTOR 4" or 6" D.I. TO BUILDING FLOW -� EPDXY NON -SHRINK GROUT �4" 4" TEE (MJxFL) WELDED STEEL COLLAR CITY PRIVATE TOUCH READ PIT LID SENSOR MOUNTED OII STEEL PLATE COVER THROUGH 2" DIA. PIPING PIPING DRILLED HOLE IN COVER. LOCATE HOLE 2)4" DEADMAN BLOCK FROM EDGE OF PIT LID AND RIBS. 4" TEE REQUIRED WITH (FL) SHACKLING TO TEE PRECAST CONCRETE VAULT WITH 2 3"0" HINGED STEEL PLATE COVER. OUTSIDE DIMENSIONS 4'-8"x7'-0". (EQUAL TO PIPE INC., OR UTILITY VAULT WITH SENSUS MODEL 520R RADIO 57-7L-B, 2 3'x3' DIAMOND PLATE DOORS) READ PIT SET SENSOR MOUNTED ON STEEL PLATE TWO PIECE CAST IRON VALVE BOX, 6",4" OR 3" GATE VALVE (FLxFL) COVER THROUGH 2" DIA, EQUAL TO OLYMPIC FOUNDRY CO. NON -RISING STEM WITH HAND WHEEL DRILLED HOLE IN COVER STANDARD 8" TOP SECTION, WITH EQUAL TO MUELLER CO.A-2380-6. REGULAR BASE SECTION LENGTH TO FI' 6" OR 4" (FLxPE) CEMENT LINED DUCTILE IRON PIPE CLASS 52 Y-6" LONG WITH COLLAR 20" FROM P.E. EQUAL TO THOSE SUPPLIED BY PACIFIC 3" 4« VALVE NUT EXTENSION IF REQUIRED WATER WORKS CO. INC. I I- (DWG BR46/PAGE 8090) III ICI=--he��ll NIN 6",4" OR 3" COMPOUND WATER METER (FL) - EQUAL TO SENSUS SRII COMPOUND METER WITH TOUCHREAD PITUD I.C.E. REGISTER & SENSOR WITH 4 WHEEL HIGH RESOLUTION 100 CUBIC Z ( ADJUSTABLE STEEL FEET) REGISTER. FOR 3" METER, REDUCE AT PIPE SUPPORT METER WITH 4"X3" FLxFL CONCENTRIC STANCHION BOLTED REDUCER. TO FLOOR GENERAL NOTES: ALL METERS AND BACKFLOW PREVENTION DEVICE COMBINATIONS ARE NOT SHOWN OR INCLUDED IN THE STANDARD DETAIL DRAWINGS. IF YOUR PARTICULAR COMBINATION IS NOT SHOWN, AN APPROVED DRAWING WILL BE REQUIRED BY THE UTILITY ENGINEERING DEPT. FOR ITS INSTALLATION. THE PRINCIPAL REQUIREMENTS REGARDING VAULT SIZING ARE THE LENGTH OF FITTINGS OR THEIR CLEARANCE FROM THE VAULT WALLS, (WHICH CLEARANCE SHALL BE A MINIMUM OF 12" FROM THE ENDS AND THE SIDE CLEARANCE SHOULD BE AS TYPICALLY SHOWN ON THE VARIOUS STANDARD DETAILS). NOTE: DEADMAN BLOCK SHALL BE DESIGNED AND INSTALLED SO IT BEARS AGAINST SUFFICIENT UNDISTURBED EARTH SO AS TO SUPPORT THE DESIGNED THRUST. 6", 4" OR 3" GATE VALVE (FLxMJ) EQUAL TO MUELLER CO. A-2380-20. DTO BUILDING 14" U CITY PRIVATE PIPING PIPING 6" OR 4" PExPE CEMENT LINED DUCTILE IRON PIPE CLASS 52. LENGTH TO FIT. 6" OR 4" FLEXIBLE FLANGED COUPLING ADAPTOR, ROMAC OR APPROVED EQUAL. ®+ PUBLIC WORKS 3", 4" & 6" COMPOUND DOMESTIC STD. PLAN - 320.4 DEPARTMENT WATER METER ASSEMBLY F 0� `14ARCH 2O10 APPROVED BY: APPROVED BY: APPROVED BY: APPROVED BY: DATE: DATE: DATE: DATE: Know what's below. Cali before you dig. S-400302 W-400302 R-400315 C'7 C] C:) 1 6 1 0 w Co C:) I CV C� r) r•� O O I 0 U) Ld Ld U) 0 0 a U i Ld U Q ry ry Ld I- Ld v)n z �o MFy N N O NO n 0-0)l I.i LLI LLJ :2 �:2Q QFz z LLJ LLJ J 0 N LL_0-z 12" MI 18" MF SEE A A PLAN VIE WATER !A SECTION A -A VALVE BOX LID WITH EARS IN DIRECTION OF 2" SQUARE WATER MAIN AND WORD OPERATING NUT "WATER" CAST INTO IT CONCRETE COLLAR FOR LVES IN PAVED AREAS 4-1/4" DIA. 1/8" MIN. THICKNESS 'IECE CAST IRON VALVE X, RICH-SEATTLE TYPE OLYMPIC FOUNDRY 1" STEEL LENGTH AS REQUIRED 1 /8" MIN. THICKNESS 2-1/4" INSIDE MEASUREMENT 2-1/4" DEPTH VALVE OPERATING NUT EXTENSION VALVE OPERATION NUT EXTENSION NOTE: EXTENSIONS ARE REQUIRED WHEN VALVE NUT IS MORE THAN THREE (3) FEET BELOW FINISHED GRADE. EXTENSIONS ARE TO BE A MINIMUM OF ONE (1) FOOT LONG. ONLY ONE EXTENSION TO BE USED PER VALVE. NOTE: ALL EXTENSIONS ARE TO BE MADE OF STEEL, SIZED AS NOTED, AND PAINTED WITH TWO COATS OF METAL PAINT. VALVE MARKER NOTES: VALVE MARKERS SHALL BE EQUAL TO CARSONITE UTILITY MARKER VALVE MARKER POST TO BE USED FOR ALL MAIN LINE VALVES OUTSIDE PAVED AREAS T 38" VALVE MARKER POST 3�3 WHITE POST *Y11- STD. PLAN - 330.1 PUBLIC WORK," VALVE BOX, MARKER & OPERATING DEPARTMENT NUT EXTENSION MARCH 2O10 CONSTRUCTION RECORD DRAWING THIS CONSTRUCTION RECORD DRAWING IS A COPY OF THE APPROVED CONSTRUCTION DRAWING PREPARED BY OSBORN CONSULTING INC. AND HAS BEEN EDITED USING INFORMATION PROVIDED BY OAK HILLS CONSTRUCTION, LLC TO REFLECT ASBUILT CONDITIONS SEC. 0 Q T" 23 N" , R. 05 E" , W. M. 11-1/4' BEND OD-1 CAP 22-1/2" BEND 45' BEND TEE 90" BEND THRUST BLOCK BEARING AREA IN SQUARE FEET (SEE NOTES) FOR HORIZONTAL AND DOWNWARD VERTICAL BENDS SOIL FIRM SILT OR FIRM SILTY SAND COMPACT SAND COMPACT SAND & GRAVEL 90' 45' BEND 11 1/4' 90' 45' BEND 11 1/4' 90' 45' BEND 11 1/4' FITTING BEND TEE CAP OR PLUG & 22 1/2' BEND TEE CAP OR PLUG & 22 1/2' BEND TEE CAP OR PLUG & 22 1/2' BEND BEND BEND 4" 7.0 4.2 4.2 1.7 2.9 2.1 2.1 1.0 2.2 1.6 1.6 1.0 6" 13.3 1 9.4 9.4 3.8 6.7 4.7 4.7 1.9 5.0 3.5 3.5 1.4 8" 23.31 16.7 16.7 6.7 11.7 8.4 8.4 3.4 8.8 6.3 6.3 2.5 12" 53.01 37.5 37.5 15.0 26.5 18.8 18.8 7.5 20.0 14.0 14.0 5.6 AREAS CALCULATED ON 300 PSI TEST PRESSURE. 3'-0" MIN. COVER FOR WATERMAIN LESS THAN 12". 4'-0" MIN. COVER FOR WATERMAIN 12" OR GREATER. MAX. HEIGHT OF THRUST BLOCK (FT) = 0.5 x DEPTH OF TRENCH MIN. HEIGHT OF THRUST BLOCK (FT) = O.D. PIPE + 1.0' TRUST BLOCK BED REA REFERS TO . ACE OF BLOCK MI IN SQUARE FEET NOTES: 1. LOCATION AND SIZE OF BLOCKING FOR PIPE LARGER THAN 12"DIAMETER AND FOR SOIL TYPES DIFFERENT THAN SHOWN SHALL BE DETERMINED BY THE ENGINEER. 2. ALL BLOCKING SHALL BE POURED IN PLACE AGAINST UNDISTURBED NATIVE GROUND. 3. ALL POURED THRUST BLOCKS SHALL BE BACKFILLED AFTER MIN. 1 DAY. PRESSURE TESTING SHALL OCCUR AFTER CONCRETE HAS REACHED NOMINAL COMPRESSIVE STRENGTH. 4. ALL BLOCKING SHALL BE CONCRETE CL 5 (1-1/2"). 5. BLOCKING AGAINST FITTINGS SHALL BEAR AGAINST THE GREATEST FITTING SURFACE AREA POSSIBLE, BUT SHALL NOT COVER OR ENCLOSE BELL ENDS, JOINT BOLTS OR GLANDS REASONABLE ACCESS TO BOLTS AND GLANDS SHALL BE PROVIDED. CONCRETE BLOCKING FOR STD. PLAN - 330.2 PUBLIC WORKS DEPARTMENT HORIZONTAL AND DOWNWARD VERTICAL BENDS MARCH 2O10 SHACKLE RODS TYPE A BLOCKING ..• D. 00. m• \/=71I Al orninc Where shown on the plans or in the specifications or required by the Engineer, joint restraint system (shackle rods) shall be used. All joints restraint materials used shall be those manufactured by Star National Products, 1323 Holly Avenue, PO Box 258, Columbus, Ohio 43216 unless an equal alternate is approved in writing by the Engineer. Materials Steel Types: High strength low -alloy steel (car -ten), ASTM A588 heat -treated. 1. Tiebolt: ASTM A588, Grade B, Cor-Ten, equal to Superstar Tielbolt SST 7 5/8" for 2" and 3" mechanical joints (M.J.) with eye for 5/8" rod SST 7 3/4" for 4" to 12" M.J. with eye for 3/4" rod SST 756 3/4" for 14" to 24" M.J. with eye for 3/4" rod SST 747 : 3/4" for 4" to 12" M.J. with eye for 7/8" and 1" rod SST 757 : 3/4" for 14" to 24" M.J. with eye for 7/8" and 1" rod SST 778: 1" for 30" to 36" M.J. with eye for 1" rod 2. Tienut: Hex Nut ASTM A588, Grade B, Cor-Ten, equal to SuperStar Tienut SS8 for 5/8". 3/4", 7/8". 1" Tiebolt and Tierod 3. Tiecoupling with Tiestop Pin ASTM A588, Grade B, Cor-Ten, equal to SuperStar Tiecoupling SS10 for 5/8", 3/4", 7/8", 1" Tierod 4. Tierod: Continuous threaded rod for cutting to desired lengths ASTM A588, Grade B. Cor-Ten, equal to SuperStar Tierod SS12 for 5/8", 3/4", 7/8", 1" 5. Tiewasher ASTM A588, Grade B, Cor-Ten, equal to SuperStar Tiewasher SS17 for 5/8", 3/4", 7/8", 1" round flat washer S TYPE B Y CONCRETE BLOCKING FOR VERTICAL STD. PLAN - 330.3 + PUBLIC WORKS FITTINGS DEPARTMENT gyp$ MARCH 2O10 APPROVED BY: APPROVED BY: APPROVED BY: APPROVED BY: Installation: Install the joint restraint system in accordance with the Manufacturer's instructions so all joints are mechanically locked together to prevent joint separation. Tiebolts shall be installed to pull against the mechanical joint body and not the M.J. follower. Torque nuts at 75-90 foot pounds for 3/4" nuts. Install tiecouplings with both rods threaded equal distance into tiecouplings. Arrange tierods symmetrically around the pipe. Where a Manufacturer's mechanical joint valve or fitting is supplied with slots for "T" bolts instead of holes, a flanged valve with a flange by mechanical joint adaptor shall be used instead, so as to provide adequate space for locating tiebolt. Where a continuous run of pipe is required to be restrained, no run of restrained pipe shall be greater than 60 feet in length betwee fittings. Insert long body solid sleeves as required on longer runs to keep terod lengths to the 60 foot maximum. Pipe used in continuously restrained runs shall be mechanical joint pipe and tiebolts shall be installed as rod guides at each joint. Pipe Size Inches Test Pressure PSI 2 4 Number and Size of Rods 6 8 10 12 14 24 2 250 314" 3 250 314" 4 250 3/4" 6 250 3/4" 8 250 314" 10 250 314" 12 250 3/4" 14 250 3/4" 16 250 3/4" 18 250 3/4" 20 250 3/4" 24 250 1+4" 30 200 f,l" 36 200 1" 42 200 " 46 200 " STD. PLAN - 330.5 PUBLIC WORKS SHACKLE RODDS DEPARTMENT AND TIE BOLTS MARCH 2O10 DATE: DATE: DATE: DATE: Know what's below. Cali before you dig. S-400303 W-400303 R-400316 C) C:) 0 I 6 I 0 w CM O O I CV C:) C:) I CV r) .r 0 I O .r U) Lv Lv U) 0 0 a U i Lv U Q ry ry w I— Lv V)n z �0) N N = MFy N N 0 NN n o",ry Li.I LLI L LJ :2 �:2Q QFz z Ld LLJ J 0 N LL_0-z CONSTRUCTION RECORD DRAWING THIS CONSTRUCTION RECORD DRAWING IS A COPY OF THE APPROVED CONSTRUCTION DRAWING PREPARED BY OSBORN CONSULTING INC. AND HAS BEEN EDITED USING INFORMATION PROVIDED BY OAK HILLS CONSTRUCTION, LLC TO REFLECT ASBUILT CONDITIONS SEC. 0 Q T. 23 N. , R. 05 E. , W. M. RECESSED Not to Scale LIFT POCKET FRAME i'-n" f11 Ae1C r= 7'—n" 3/4 LETTERING SEWER SEWER'S o � o CAST IRON RING AND COVER (2) BOLT SOC. (ALLEN HEAD) 5/8" - 11 X 1.5 STAINLESS STEEL REF. PART #00981177 �- -� 1 -3/16" 45- (1 /8) BEND OR DABLE PIPE MATERIAL AS SPECIFIED BY THE ENGINEER NOTES: 1. 8" AND 6" CLEAN -OUT RINGS AND COVERS ON SEWER MAINS SHALL BE EAST JORDAN IRON WORKS, INC. No. 3698 (PRODUCT NO. 00369803) OR APPROVED EQUAL. CLEAN OUT SHALL BE A WATER TIGHT ASSEMBLY. 2. IN UNIMPROVED AREAS, POUR A V-0" THICK, 2' 0" SQUARE CONCRETE, CLASS 3000, PAD AROUND THE RING AND COVER. Aoffklk ,.•,�STD. PLAN - 403.1 PUBLIC WORKS 8" OR 6" CLEANOUT APPROVED IL-M-*B DEPARTMENT FOR SANITARY SEWER MAIN Iue�Vle // n nta D W (SEE NOTE 7) LIMITS OF PIPE ZONE 1'-0" BEDDING MATERIAL FOR SANITARY SEWER PIPE O.D. OF PIPE (SEE NOTE 5) FOUNDATION LEVEL 6" BEDDING FOR SANITARY SEWER PIPE NOTES 1. PROVIDE UNIFORM SUPPORT UNDER BARREL. 2. HAND TAMP UNDER HAUNCHES. 3. COMPACT BEDDING MATERIAL TO 95% MAX. DENSITY EXCEPT DIRECTLY OVER PIPE. HAND TAMP ONLY. 4. PIPE INSTALLATION SHALL BE PER SECTION 7-08 OF THE STANDARD SPECIFICATIONS. 5. PIPE ZONE MATERIAL SHALL BE PER SECTION 9-03.12(3)' OF THE STANDARD SPECIFICATIONS OR PEA GRAVEL. 6. PIPE MUST BE ANCHORED IN SUCH A MANNER AS TO ENSURE FLOW LINE IS MAINTAINED. 7. TRENCH WIDTH SHALL BE PER SECTION 2-09.4 OF THE STANDARD SPECIFICATIONS. STD. PLAN - 40S • PUBLIC WORKS PIPE BEDDING APP OVED- VLSKB DEPARTMENTVASOF FOR SANITARY SEWERS 0 G pDm rubevlenu d DATE APPROVED BY: APPROVED BY: APPROVED BY: APPROVED BY: LENGTH(FT) w 0 a 50 a 100 F`' 150 � 200 a 250 6 300 Z 350 co 400 450 LENGTH(FT w 0 a a 50 w 100 w 150 a zoo 0 250 z 300 350 400 450 LENGTH(FT) w 0 a a 50 w 100 w 150 a 200 0 250 Z 300 N 350 400 450 LENGTH(FT) Li 0 a 50 w 100 w 150 a 200 0 250 Z 300 Ln 350 400 450 6 IN. DIAMETER PIPE 0 50 100 150 200 250 300 350 400 450 500 0 80 160 236 316 396 476 556 632 680 680 140 220 300 380 456 536 616 696 712 708 708 280 360 440 520 600 676 748 744 736 732 728 424 500 580 660 740 780 772 764 756 748 744 564 644 720 800 808 796 788 780 772 764 760 704 784 856 836 820 808 800 792 784 776 772 844 880 860 844 832 820 808 800 792 788 780 908 884 868 852 840 828 820 808 804 796 788 908 888 872 856 844 836 824 816 808 804 796 908 888 876 860 852 840 832 824 816 808 804 TIME (SECONDS) 6 IN. DIAMETER PIPE 0 50 1 100 150 1 200 250 300 1 350 400 450 500 0 80 160 236 316 396 476 556 632 680 680 220 300 380 456 536 616 696 768 760 752 744 440 520 600 676 756 836 840 828 812 804 792 660 740 820 896 932 908 888 868 856 840 832 880 960 1028 992 964 940 920 900 888 872 860 1100 1084 1044 1012 988 964 944 928 912 900 888 1132 1092 1056 1028 1004 984 964 948 932 920 908 1132 1096 1068 1040 1016 996 980 964 948 936 924 1132 1100 1076 1052 1028 1008 992 976 964 952 940 1132 1104 1080 1056 1036 1020 1004 988 976 964 952 TIME (SECONDS) 6 IN. DIAMETER PIPE 0 50 100 150 200 250 300 350 400 450 500 0 80 160 236 316 396 476 556 632 680 680 316 396 476 556 632 712 832 816 804 804 792 632 712 792 872 952 984 952 928 908 888 876 952 1028 1108 1132 1088 1052 1020 992 972 952 936 1268 1284 1224 1176 1132 1100 1068 1044 1020 1000 984 1360 1300 1248 1204 1164 1132 1104 1080 1056 1036 1020 1360 1308 1264 1224 1192 1160 1132 1108 1088 1068 1052 1360 1316 1276 1240 1208 1180 1156 1132 1112 1096 1076 1360 1320 1284 1252 1224 1200 1176 1152 1132 1116 1100 1360 1324 1292 1264 11236 11212 1 1192 111681 1152 1 1132 1 1116 TIME (SECONDS) 6 IN. DIAMETER PIPE 0 50 100 150 200 250 300 350 400 450 500 0 80 160 236 316 396 476 556 632 680 680 496 576 652 732 812 892 972 948 924 900 884 988 1068 1148 1228 1248 1192 1144 1104 1072 1044 1020 1484 1564 1484 1408 1344 1292 1248 1208 1172 1144 1116 1700 1608 1532 1464 1408 1360 1316 1280 1248 1216 1192 1700 1624 1560 1504 1452 1408 1368 1332 1304 1272 1248 1700 1636 1580 1532 1484 1444 1408 1376 1344 1316 1292 1700 1644 1596 1552 1512 1472 1440 1408 1380 1352 1328 1700 1652 1608 1568 11532 11496 11464 11436 11408 11384 11360 1700 1656 1616 1580 11548 11516 11484 11460 11432 11408 11388 TIME (SECONDS) PROCEDURE: SLOWLY PRESSURIZE THE PIPE TO 4.0 P.S.I.G. ALL SEWER PIPE SHALL MEET A MINIMUM AIR ALLOW 2 MINUTES FOR STABILIZATION, ADDING PRESSURE TEST OF 4.0 P.S.I.G. FOR 5 MINUTES AIR AS REQUIRED TO STABILIZE THE PRESSURE WITH NO LOSS OF PRESSURE. IF THERE IS A LOSS AT 4.0 P.S.I.G. OF PRESSURE, THEN THE TIME OF THE DROP FROM 3.5 P.S.I.G. TO 2.5 P.S.I.G. SHALL NOT BE LESS THAN THE TIME SHOWN ON THE ABOVE TABLES. Y AIR TEST TABLE STD. PLAN — 410 !® + PUBLIC WORKS ( LOW PRESSURE) To� DEPARTMENT FOR SANITARY SEWERS MARCH 2O08 DATE: DATE: DATE: DATE: S-400304 W-400304 R-400317 Know what's below. Cali before you dig.