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HomeMy WebLinkAboutzR-4082setone 0 d- z Q) D 0 00 N LL LLj W coo Know what's below. Call before you dig. 28 HUNDRED UNIT LOT SUBDIVISION x S. W. 114 OF S. W. 114 OF SECTION 04, T. 23 N., R. 05 E. W. M. o CITY OF RENTON, STATE OF WASHINGTON z I oo q 1$ .0 0 5 10 20 FIRST AMERICAN TITLE INSURANCE COMPANY N.E. 13TH ST. � R � GUARANTEE NUMBER 2803106 FOUND (RESIDENTAL ACCESS) / DATED JANUARY 13, 2017 SCALE 1 20' 9±! MONUMENT 70 IN CASE 1 00 � o_ 11+00 SCHEDULE 8 _ R=290.70',L=218.68' 5. ANY AND ALL OFFERS OF DEDICATION, CONDITIONS, RESTRICTIONS, S86°21'52"E 40.00' EASEMENTS, BOUNDARY DISCREPANCIES OR ENCROACHMENTS, NOTES ° ° AND/OR PROVISIONS SHOWN OR DISCLOSED BY SHORT PLAT OR ------- .: /\ CORRECTED PLAT RENTON HIGHLANDS NO 2, RENTON-- WASHINGTON I a \ RECORDED IN VOLUME 57 OF PAGE(S) 92 98. PLATS, ° S86°21'52"E 10.00' m .. . • ' ° 6. EASEMENT, INCLUDING TERMS AND PROVISIONS CONTAINED THEREIN: < OPEN SPACE NOTE: RECORDED: SEPTEMBER 08, 1982 RECORDING INFORMATION: 8209080258 ° °d 250 S.F. LOT AREA PRIVATE OPEN SPACE IN FAVOR OF. PUGET SOUND ENERGY, INC., A WASHINGTON CORPORATION °d 5 ° ° TO BE PROVIDED ON ROOF OF EACH UNIT. FOR: ELECTRIC TRANSMISSION AND/OR DISTRIBUTION SYSTEM ° AFFECTS : LOT 25 (SHOWN ON THIS SURVEY) Z \ CONTRACTOR RESPONSIBILITY: ° I I I 0 QD 0 cn CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE _ y RESPONSIBILITY FOR JOB SITE CONDITIONS, INCLUDING THE SAFETY OF ALL °s I LOT 1 -- =� LOT 27 \ PERSONS AND PROPERTY, DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT, AND THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE I 1,122 S.F. % LIMITED TO NORMAL WORKING HOURS. THE CONTRACTOR SHALL DEFEND, INDEMNIFY ......:. A AND HOLD THE OWNER AND THE ENGINEER HARMLESS FROM ANY AND ALL 2 d 14 q. 4- LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON �I THIS PROJECT, EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF d 116 THE OWNER OR THE ENGINEER. p. ° m �0' L 0 T 2r> o C .. �?.. . � \ DISCREPANCIES: a o � LOT 2 � y.. a IF THERE ARE ANY DISCREPANCIES BETWEEN DIMENSIONS IN DRAWINGS AND Z 0) 1,034 S.F. 4. \ EXISTING CONDITIONS WHICH WILL AFFECT THE WORK, THE CONTRACTOR SHALL T- I I O RENTON HIGHLANDS NO. 2 BRING SUCH DISCREPANCIES TO THE ATTENTION OF THE ENGINEER FOR I ~ BLOCK 46 ADJUSTMENT BEFORE PROCEEDING WITH THE WORK. THE CONTRACTOR SHALL BE I . . o. 1. . � . f a : [� C 0 R R E C T I 0 N PLAT �. RESPONSIBLE FOR THE PROPER FITTING OF ALL WORK AND FOR THE COORDINATION OF ALL TRADES, SUBCONTRACTORS, AND PERSONS ENGAGED UPON THIS CONTRACT. d _ .... . <.,, VOL. 57, PGS. 92 —98 ... .. EXISTING UTILITY NOTE: LOT 3 _ ALL LOCATIONS OF EXISTING UTILITIES SHOWN HEREON HAVE BEEN ESTABLISHED BY ° I 1,034 S.F. I FIELD SURVEY OR OBTAINED FROM AVAILABLE RECORDS AND SHOULD THEREFORE sBE I --- I -4 CONSIDERED APPROXIMATE ONLY AND NOT NECESSARILY COMPLETE. IT IS THE I oa O p oy SOLE RESPONSIBILITY OF THE CONTRACTOR TO INDEPENDENTLY VERIFY THE I . . I. . . . . o a 2 ACCURACY OF ALL UTILITY LOCATIONS SHOWN AND TO FURTHER DISCOVER AND I I RAC v,p AVOID ANY OTHER UTILITIES NOT SHOWN HEREON WHICH MAY BE AFFECTED BY THE I 5,698 F. y a IMPLEMENTATION OF THIS PLAN. I a $- z 1a ° LOT 4 1 034 S.F. — . . . . . . 21 . o PARCEL TABLE: Tract Description Sq. Ft. Acres IIll, T ,Q — . d—.�� a 25.00' I aLfjS8,8 °57. 04'E 13 .0�' . " °s. a+ ' G .. - ..' d N I a'' • .. ... ... I - g PUBLIC UTILITY Oi o' EASEMENT (TYP) rn °M I NOil LOT 5 z 1,034 S.F. I. I o a LOT 11 1,076 S.F. 00 I I d I I .. .......... ... , °" SHEET INDEX: Encompass ENGINEERING & SURVEYING Western Washington Division 165 NE Juniper Street, Suite 201 • IssaQuah, WA 98027 • Phone: (425) 392-0250 Eastern Washington Division 1 AS—BUILTS 407 Swiftwater Blvd. • Cle Elum, WA 98922 • Phone: (509) 674-7433 N0. REVISION TITLE NO. COVER SHEET & HORIZONTAL CONTROL 1 NOTES & CONDITIONS 2 BOUNDARY & TOPOGRAPHY SURVEY 3 TESC PLAN 4 TESC DETAILS 5 GRADING, DRAINAGE, UTILITY PLAN & PROFILE 6 STORM PROFILE & DETAILS 7 WATER, SEWER PLAN & PROFILE 8 DETAILS 9 DETAILS 10 DETAILS 11 DETAILS 12 LANDSCAPE PLAN LA-1 SURVEYED: SCALE: SDM VERTICAL, NAVD 1988 1 �+ = 20' HORIZONTALMAD 1983/1991 DESIGNED: NEM MINN.* CHECKED: TLK ONE INCH DATU M KMR NEM AT KMR 05/22/23 FULL SCALE IF NOT ONE INCH BY DATE APPR APPROVED: NEM SCALE ACCORDINGLY M. WASHj�( L � 49917 w� 3 ISTER�9�4� �NAL LAN,0�' AS -BUILT DRAWINGS PLAN THESE AS —BUILT DRAWINGS AND THE INFORMATION SHOWN ACCURATELY REFLECT EXISTING FIELD CONDITR AS OF 05122123 (DATE SIGNED) BY.• KEVIN M. REESE 05122123 PROFESSIONAL ENGINEER OR DATE PROFESSIONAL LAND SURVEYOR CITY OF RENTON Planning/Building/Public Works Dept. w z w z w z w > Q F<> z w o Z w z m 0 o z Q w INDEX > z > O0 NE 16T ST SITE z z0 LL �J 405 NE 12TH ST w PPR OQ 0 z NE \NSET 0 Q ��D N VICINITY MAP N. T. S. PROJECT TEAM: OWNER: GREYSTOKE LLC 720 NORTH 10TH ST ®A284 RENTON, WA 98057 (206) 396-0958 ENGINEER COSTA PHILIPPIDES, PE / STEVEN D. McCASKEY, PLS /SURVEYOR: ENCOMPASS ENGINEERING & SURVEYING 165 N.E. JUNIPER STREET, SUITE 201 ISSAQUAH, WA 98027 (425) 392-0250 ARCHITECT: DANIEL LIMBACH, ARCHITECT 7711 16TH AVE NW SEATTLE, WA 98117 (206) 427-3871 LANDSCAPE: BRUCE LANE LANE & ASSOCIATES 13802 26TH AVE NW TULALIP, WA 98271 (425) 885-2319 GEOTECH: KYLE CAMPBELL, PE EARTH SOLUTIONS NW, LLC 1805 — 136TH PL NE, SUITE 201 BELLEVUE, WA 98005 n 1 r r r-% A r A - (425) 449-4704 TAX PARCEL: 722780-1690, 722780-1695 SITE ADDRESS: 2800 NE 12TH ST, 2801 NE 13TH ST SITE AREA: 28,694 SQ. FT. ZONING: R-14 TOTAL PROPOSED LOTS: 11 PROPOSED PUBLIC STREET DEDICATION: 1,140 SQ. FT. WELLHEAD PROTECTION AREA: ZONE 2 COMPREHENSIVE PLAN DESIGNATION: RESIDENTIAL HIGH DENSITY SETBACKS: FRONT YARD = 15' SIDE YARD = 4' (DETACHED), 0'-4' (ATTACHED) SECONDARY FRONT YARD = 15' REAR YARD = 10' UTILITY DISTRICT INFORMATION: WATER: CITY OF RENTON SEWER: CITY OF RENTON FIRE DISTRICT: RENTON REGIONAL FIRE AUTHORITY CABLE TV. COMCAST (800) 934-6489 GAS/ELECTRIC: PUGET SOUND ENERGY (888) 321-7779 LEGAL DESCRIPTION: LOTS 25 AND 26, BLOCK 46, CORRECTED PLAT RENTON HIGHLANDS NO. 2, RENTON—WASHINGTON, ACCORDING TO THE PLAT THEREOF, RECORDED IN VOLUME 57 OF PLATS, PAGES 92 THROUGH 98, INCLUSIVE, IN KING COUNTY, WASHINGTON. DATUM: NA VD 88 BENCHMARK: CITY OF RENTON SURVEY CONTROL NO. 1843 FOUND 1/8" BRASS PIN IN A 4"x4" CONCRETE POST MONUMENT (WITH BROKEN EDGES) DOWN 1.1 FEET IN A MONUMENT CASE AT THE CONSTRUCTED CENTERLINE OF N.E. 12TH STREET AND MONROE AVENUE N.E. (TO THE NORTH) BASIS OF BEARING: n O 00 CL S88'54'27"E LINE BETWEEN CITY OF RENTON CONTROL POINT 57 AND CITY OF RENTON CONTROL POINT 1843 INSTRUMENTATION: Z INSTRUMENT USED: 5 SECOND TOTAL STATION. FIELD SURVEY WAS BY CLOSED TRAVERSE LOOPS, MINIMUM CLOSURE OF LOOPS WAS 1: 22, 000, IN ACCORDANCE WITH WAC 332-130-090. m R408201 IN COMPLIANCE WITH CITY OF RENTON STANDARDS I— J 28 HUNDRED UNIT L 0 T SUBDIVISION COVER SHEET & HORIZONTAL CONTROL Q) LLJ 2) CITE 1211312021 OOK N/A ACE.,RELD P' PAGE: NIA T DRAWING NO.,y 1666.3 oo N SHEET., 1 OF., 12 o I. Q) z O Q) V) O J z O O 00 CN CN O CN 3 z 0 z U 1 w z I SURFACE WATER STANDARD PLAN NOTES: THE FOLLOWING IS A LISTING OF GENERAL NOTES THAT SHALL BE INCORPORATED IN THE DRAINAGE PLAN SET. ALL THE NOTES ON THE LIST MAY NOT PERTAIN TO EVERY PROJECT. THE APPLICANT OR OWNER, HEREBY REFERRED TO AS APPLICANT, MAY STRIKE OUT IRRELEVANT NOTES IF NOT APPLICABLE TO THE PROJECT. HOWEVER, THE APPLICANT SHALL NOT RENUMBER NOR EDIT THE REMAINING NOTES. IF ADDITIONAL NOTES ARE NEEDED FOR SPECIFIC ASPECTS, THEY SHALL BE ADDED AFTER THE SURFACE WATER STANDARD PLAN NOTES. 1. BEFORE ANY CONSTRUCTION OR DEVELOPMENT ACTIVITY OCCURS. A PRE -CONSTRUCTION MEETING SHALL BE HELD AMONG THE CITY OF RENTON, HEREBY REFERRED TO AS THE CITY, THE APPLICANT. AND THE APPLICANTS CONTRACTOR. 2. THE APPLICANT SHALL BE RESPONSIBLE FOR SECURING ALL NECESSARY CITY, STATE, AND FEDERAL PERMITS PRIOR TO CONSTRUCTION. J. ALL STORM DRAINAGE IMPROVEMENTS SHALL BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH THE LATEST EDITION OF THE CITY OF RENTON SURFACE WATER DESIGN MANUAL (RENTON SWDM, RENTON MUNICIPAL CODE (RMC), AND THE STANDARD SPECIFICATIONS FOR ROAD. BRIDGE AND MUNICIPAL CONSTRUCTION PREPARED BY WSDOT AND THE AMERICAN PUBLIC WORKS ASSOCIATION (APWA). IT SHALL BE THE SOLE RESPONSIBILITY OF THE APPLICANT TO CORRECT ANY ERROR, OMISSION OR VARIATION FROM THE ABOVE REQUIREMENTS FOUND IN THE PLANS. ALL CORRECTIONS SHALL BE AT NO ADDITIONAL COST TO THE CITY. 4. APPROVAL OF THE ROAD. GRADING, PARKING, BUILDING. AND DRAINAGE PLAN DOES NOT CONSTITUTE AS APPROVAL OF ANY OTHER CONSTRUCTION (E.G. WATER, SEWER, GAS. ELECTRICAL. ETC.). PLANS FOR STRUCTURES SUCH AS BRIDGES, VAULTS, AND RETAINING WALLS REQUIRE A SEPARATE REVIEW AND APPROVAL BY THE CITY PRIOR TO CONSTRUCTION. THE SURFACE WATER DRAINAGE SYSTEM SHALL BE CONSTRUCTED ACCORDING TO THE APPROVED PLANS. ANY DEVIATION FROM THE APPROVED PLANS WILL REQUIRE COORDINATION FOLLOWED BY WRITTEN APPROVAL FROM THE CITY. 5. A COPY OF THE APPROVED PLANS SHALL BE ON THE JOB SITE WHENEVER CONSTRUCTION IS IN PROGRESS. 6. THE LOCATIONS OF ALL EXISTING UTILITIES SHOWN HEREON HAVE BEEN ESTABLISHED BY FIELD SURVEY OR OBTAINED FROM AVAILABLE RECORDS AND SHALL THEREFORE BE CONSIDERED APPROXIMATE ONLY AND NOT NECESSARILY COMPLETE. IT IS THE SOLE RESPONSIBILITY OF THE APPLICANT AND THE APPLICANT'S CONTRACTOR TO INDEPENDENTLY VERIFY THE ACCURACY OF ALL UTILITY LOCATIONS SHOWN, AND TO FURTHER DISCOVER AND AVOID ANY OTHER UTILITIES NOT SHOWN HEREON THAT MAY BE AFFECTED BY THE IMPLEMENTATION OF THIS PLAN. THE APPLICANT SHALL RECORD ON THE AS -BUILT DRAWINGS ALL UNDOCUMENTED UTILITIES DISCOVERED AND ANY CHANGES TO THE APPROVED PLANS. THE APPLICANT SHALL IMMEDIATELY NOTIFY THE ENGINEER OF RECORD IF A CONFLICT EXISTS. 7. VERTICAL DATUM SHALL BE NAVD 88 AND HORIZONTAL DATUM SHALL BE NAD 83 (WA STATE PLANE. NORTH). UNLESS OTHERWISE APPROVED BY THE CITY. REFERENCE BENCHMARK, DATUM, AND ELEVATIONS SHALL BE NOTED ON THE PLANS. 8. ALL UTILITY TRENCH BACKFILL AND ROADWAY SUBGRADE SHALL BE COMPACTED TO 95% MAXIMUM DRY DENSITY PER SECTION 2-03.3(14)D - COMPACTION AND MOISTURE CONTROL TESTS OF THE WSDOT STANDARD SPECIFICATIONS. IN PERMEABLE PAVEMENT AND OTHER INFILTRATION AREAS, ALL TRENCH BACKFILL SHALL BE FIRM AND UNYIELDING BUT IN NO CASE SHALL BE COMPACTED TO MORE THAN 92% OF MAXIMUM DRY DENSITY. 9. OPEN CUTTING OF EXISTING ROADWAYS FOR STORM DRAINAGE WORK IS NOT ALLOWED UNLESS SPECIFICALLY APPROVED BY THE CITY AND NOTED ON THESE APPROVED PLANS. ANY OPEN CUT SHALL BE RESTORED IN ACCORDANCE WITH THE CITY TRENCH RESTORATION STANDARDS. 10. ALL PIPE AND STRUCTURES SHALL BE STAKED FOR SURVEY LINE AND GRADE PRIOR TO THE START OF CONSTRUCTION. WHERE SHOWN ON THE PLANS OR WHERE DIRECTED BY THE CITY, THE EXISTING MANHOLES, CATCH BASINS, OR INLETS SHALL BE ADJUSTED TO THE GRADE AS STAKED. 11. ALL FLOW CONTROL FACILITIES SHALL BE INSTALLED AND IN OPERATION PRIOR TO, OR IN CONJUNCTION WITH, ANY CONSTRUCTION ACTIVITY UNLESS OTHERWISE APPROVED BY THE CITY. 12. 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 AND BACKFILL SHALL BE AS SHOWN ON THE CITY STANDARD PLAN 220.00, 220.10, AND 220.20. 13. STEEL PIPE SHALL BE ALUMINIZED, OR GALVANIZED WITH ASPHALT TREATMENT 1. 2, OR 5 INSIDE AND OUTSIDE. 14. ALL DRAINAGE STRUCTURES SUCH AS CATCH BASINS AND MANHOLES SHALL BE FITTED WITH DUCTILE IRON, BOLT -LOCKING LIDS PER THE CITY STANDARD PLAN 204.10, 204.20, 204.30, AND 204.50. STRUCTURES SHALL HAVE. -RECTANGULAR OR ROUND. SOLID LIDS WHEN NOT COLLECTING RUNOFF, AND OUTSIDE OF THE ROADWAY. -ROUND, SOLID LIDS WHEN NOT COLLECTING RUNOFF, AND LOCATED WITHIN THE ROADWAY. BUT OUTSIDE OF THE CURB/GUTTER LINE. -ROUND, SOLID LIDS DISPLAYING THE CITY LOGO WHEN WITHIN THE PUBLIC RIGHT-OF-WAY OR IN AN EASEMENT TO THE CITY. PRIVATE STRUCTURE LIDS OUTSIDE PUBLIC RIGHT-OF-WAY AND EASEMENTS TO THE CITY SHALL NOT DISPLAY THE CITY LOGO. 15. BUILDINGS AND OTHER STRUCTURES SHALL BE PLACED IN ACCORDANCE WITH TABLE 4.1 EASEMENT WIDTHS AND BUILDING SETBACKS LINES OF THE RENTON SWDM. 16. LIDS OF MANHOLES/CATCH BASINS WITHIN PUBLIC RIGHT-OF-WAY SHALL NOT BE ADJUSTED TO FINAL GRADE UNTIL AFTER PAVING. ALL MANHOLE/CATCH BASIN RIMS SHALL BE ADJUSTED TO BE FLUSH WITH FINAL FINISHED GRADES. UNLESS OTHERWISE SHOWN. 17. ALL DRIVEWAY CULVERTS LOCATED WITHIN CITY RIGHT-OF-WAY SHALL BE OF SUFFICIENT LENGTH TO PROVIDE A MINIMUM J. 1 SLOPE FROM THE EDGE OF THE DRIVEWAY TO THE BOTTOM OF THE DITCH. 18. ROCK FOR EROSION PROTECTION OF ROADSIDE DITCHES, WHERE REQUIRED, SHALL BE OF SOUND QUARRY ROCK PLACED TO A MINIMUM DEPTH OF ONE (1) FOOT AND SHALL 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 - 207. PASSING. 19. FOOTING DRAINAGE SYSTEMS AND ROOF DOWNSPOUT SYSTEMS SHALL NOT BE INTERCONNECTED AND SHALL SEPARATELY CONVEY COLLECTED FLOWS TO THE CONVEYANCE SYSTEM OR FLOW CONTROL FACILITY ON THE SITE, UNLESS APPROVED BY THE CITY. FOOTING DRAINS SHALL NOT BE CONNECTED TO ON -SITE BMPS. 20. THE END OF EACH STORM DRAIN STUB SHALL BE CAPPED. A CLEANOUT TOPPED WITH A BOLT -LOCKING LID MARKED "STORM" SHALL BE LOCATED AT THE PROPERTY LINE OR AT THE POINT OF CONNECTION OF A PRIVATE STORM DRAINAGE CONVEYANCE SYSTEM PER THE CITY STANDARD PLAN 227.00. 21. ALL STORM SYSTEM EXTENSIONS SHALL BE STAKED FOR LINE AND GRADE BY A SURVEYOR LICENSED IN WASHINGTON STATE, AND CUT SHEETS SHALL BE PROVIDED TO THE CITY PRIOR TO CONSTRUCTION. 22. ALL NEWLY -INSTALLED AND NEWLY -REHABILITATED (PUBLIC AND PRIVATE) STORM CONVEYANCE SYSTEMS SHALL BE INSPECTED BY MEANS OF REMOTE CCTV ACCORDING TO THE CITY STANDARD PLAN 266.00. CCTV INSPECTIONS AND REPORTS SHALL BE SUBMITTED TO THE CITY PRIOR TO RECEIVING APPROVAL TO INSTALL PROJECT CURBS. GUTTERS AND/OR PAVEMENT. 23. ALL STORM SYSTEMS AND CONNECTIONS TO EXISTING MAINS SHALL BE TESTED IN ACCORDANCE WITH SECTION 7-04.3(1) OF THE WSDOT STANDARD SPECIFICATIONS AND IN THE PRESENCE OF A REPRESENTATIVE OF THE CITY. STORM DRAIN STUBS SHALL BE TESTED FOR ACCEPTANCE AT THE SAME TIME THE MAIN STORM IS TESTED. 24. FOR ALL DISTURBED PERVIOUS AREAS (COMPACTED, GRADED. LANDSCAPED, ETC.) OF THE DEVELOPMENT SITE, TO MAINTAIN THE MOISTURE CAPACITY OF THE SOIL EITHER STOCKPILE AND REDISTRIBUTE THE EXISTING DUFF LAYER AND NATIVE TOPSOIL OR AMEND THE SOIL WITH COMPOST IN ACCORDANCE WITH STANDARD PLAN 264.00. 25. ISSUANCE OF THE BUILDING OR CONSTRUCTION PERMITS BY THE CITY DOES NOT RELIEVE THE APPLICANT OF THE CONTINUING LEGAL OBLIGATION AND/OR LIABILITY CONNECTED WITH STORMWATER DISPOSAL. THE CITY DOES NOT ACCEPT ANY OBLIGATION FOR THE PROPER FUNCTIONING AND MAINTENANCE OF THE STORM SYSTEM PROVIDED DURING CONSTRUCTION. 26. ADEQUATE SAFEGUARDS, SAFETY DEVICES. PROTECTIVE EQUIPMENT, FLAGGERS, AND ANY OTHER ACTIONS NEEDED TO PROTECT THE LIFE, HEALTH. AND SAFETY OF THE PUBLIC. AND TO PROTECT PROPERTY IN CONNECTION WITH THE PERFORMANCE OF WORK SHALL BE PROVIDED. ANY WORK WITHIN THE TRAVELED RIGHT-OF-WAY THAT MAY INTERRUPT NORMAL TRAFFIC FLOW SHALL REQUIRE A TRAFFIC CONTROL PLAN APPROVED BY THE CITY. ALL SECTIONS OF THE WSDOT STANDARD SPECIFICATIONS 1-10 TEMPORARY TRAFFIC CONTROL SHALL APPLY. 27. PROJECTS LOCATED WITHIN THE CITY'S AQUIFER PROTECTION AREA (APA) SHALL COMPLY WITH SPECIAL REQUIREMENT #6 OF THE RENTON SWDM AND AQUIFER PROTECTION REGULATIONS (RMC 4-3-050). 28. PLACEMENT OF SURFACE APPURTENANCES (CATCH BASIN/MANHOLE LIDS, CLEANOUTS, INLETS, ETC.) IN THE STREET TRAVEL LANE WHEEL PATH. INTERSECTIONS OF STREET TRAVEL LANES, BIKE LANES, SIDEWALKS, AND CROSSWALKS SHALL BE AVOIDED WHENEVER POSSIBLE. ANY SURFACE APPURTENANCE PLACED IN A SIDEWALK OR CROSSWALK SHALL BE FITTED WITH A NON -SLIP OR NON-SKID LID PER ADA REQUIREMENTS. 29. CLEARLY LABEL PUBLIC AND PRIVATE SYSTEMS ON THE PLANS. PRIVATE SYSTEMS SHALL BE MAINTAINED BY THE APPLICANT. 30. MINIMUM COVER OVER STORM DRAINAGE PIPE SHALL CONFORM TO TABLE 4.2.1.A2 OF THE RENTON SWDM. 31. CONSTRUCTED PERMEABLE PAVEMENT SHALL BE PERMEABLE ENOUGH TO ABSORB WATER AT A MINIMUM RATE OF 20 INCHES PER HOUR IMMEDIATELY AFTER THE PAVEMENT SURFACE HAS BEEN WETTED CONTINUOUSLY FOR AT LEAST 10 MINUTES. COMPLIANCE WITH THIS MINIMUM RATE SHALL BE CHECKED PRIOR TO CONSTRUCTION APPROVAL OF THE PAVEMENT. COMPLIANCE MAY BE CHECKED USING A SIMPLE BUCKET TEST IN WHICH 5 GALLONS OF WATER IS POURED ONTO THE PAVEMENT SURFACE ALL AT ONCE. IF ONLY A MINOR AMOUNT OF WATER PONDS OR RUNS OFF THE SURFACE, THEN THE PAVEMENT IS CONSIDERED TO MEET THE MINIMUM RATE OF ABSORPTION. AT LEAST ONE TEST SHALL BE CONDUCTED PER 1,000 SQUARE FEET OF PERMEABLE PAVEMENT. IF THIS TEST IS NOT CONCLUSIVE, THEN ANOTHER TEST PER ASTM C1701 SHALL BE CONDUCTED. FOR LARGE AREAS (E.G., PARKING AREAS), TESTING OBSERVATION MAY BE ACCOMPLISHED WHILE WALKING BEHIND A SLOWLY MOVING WATER TRUCK DISCHARGING WATER AT A RATE SIMILAR TO THE BUCKET TEST. PERMEABLE PAVERS SHALL BE TESTED USING ASTM C1781. Know what's below. Call before you dig. Encompass, ENGINEERING & SURVEYING Western Washington Division 165 NE Juniper Street, Suite 201 • IssaQuah, WA 98027 • Phone: (425) 392-0250 Eastern Washington Division 407 Swiftwater Blvd. • Cle Elum, WA 98922 • Phone: (509) 674-7433 S. W. 114 OF S. W. 114 OF SECTION 04, T. 23 N., R. 05 E., W. M. CITY OF RENTON, STATE OF WASHINGTON WATER UTILITY STANDARD PLAN NOTES: THESE NOTES SHALL APPEAR ON PROJECTS FOR THE WATER UTILITY. 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 198311991 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 Cl 10 AND CLLL 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 Cl 10/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 Cl 10-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 43655 SAFETY YELLOW OR APPROVED EQUAL. SANITARY SEWER NOTES AND SPI CI FI CATIONS: THESE NOTES SHALL APPEAR ON PROJECTS FOR THE WASTEWATER UTILITY. 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/BUILDINC/PUBLIC WORKS DEPARTMENT. AN APPROVED TRAFFIC CONTROL PLAN MUST BE OBTAINED PRIOR TO BEGINNING ANY WORK WITHIN PUBLIC RIGHT OF WAY. J. 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 CONSTRUCTION AND 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. 1 1 AS-BUILTS I KMR 10512212,31 KMR NO. I REVISION I BY I DATE I APPR 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 IB/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 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 711.3(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. 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 12. DATUM FOR VERTICAL CONTROL SHALL BE NORTH AMERICAN VERTICAL DATUM 1988 METERS, AND FOR HORIZONTAL CONTROL SHALL BE NORTH AMERICAN DATUM 198311991 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 8T 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. AS -BUILT DRAWINGS PLAN THESE AS -BUILT DRAWINGS AND THE INFORMATION SHOWN ACCURATELY REFLECT EXISTING FIELD CONDI AS OF 05122123 (DATE SIGNED) BY- KEVIN M. �REE/ESE -�.---,'//' ��- 05122123 PROFESSIONAL ENGINEER OR DATE PROFESSIONAL LAND SURVEYOR UNIT SUBDIVISION APPROVAL CONDITIONS: DECISION THE PROPOSED PRELIMINARY PLAT, SITE PLAN, CONDITIONAL USE, STREET MODIFICATION AND DENSITY BONUS ARE COMPLY WITH ALL THE DEVELOPMENT STANDARDS QUOTED ABOVE AND ARE THEREFORE APPROVED SUBJECT TO THE FOLLOWING CONDITIONS OF APPROVAL: 1. A DRAFT AGREEMENT IN A FORM APPROVED BY THE CITY WITH THE KING COUNTY RECORDER'S OFFICE REQUIRING THAT THE ONE AFFORDABLE HOUSING UNIT REMAIN AFFORDABLE HOUSING FOR FIFTY (50) YEARS OR THE LIFE OF THE DEVELOPMENT, WHICHEVER IS LESS, SHALL BE PROVIDED FOR REVIEW AND APPROVAL AT THE TIME OF BUILDING PERMIT REVIEW TO THE CURRENT PLANNING PROJECT MANAGER AND CITY ATTORNEY. THIS AGREEMENT SHALL BE A COVENANT RUNNING WITH THE LAND, BINDING ON THE ASSIGNS, HEIRS AND SUCCESSORS OF THE APPLICANT TO THE SATISFACTION OF THE CITY ATTORNEY. SUCH AGREEMENT SHALL BE RECORDED PRIOR TO TEMPORARY CERTIFICATE OF OCCUPANCY. 2. A DETAILED LANDSCAPE PLAN SHALL BE SUBMITTED AT THE TIME OF CONSTRUCTION PERMIT REVIEW FOR REVIEW AND APPROVAL BY THE CURRENT PLANNING PROJECT MANAGER. THIS DETAILED LANDSCAPE PLAN SHALL INCLUDE, BUT NOT BE LIMITED TO, THE FOLLOWING: A. A MIX OF TREES, SHRUBS, AND GROUND COVER WITHIN THE 10-FOOT ONSITE REQUIRED LANDSCAPE STRIP, AND B. ANY UTILITY BOXES THAT ARE VISIBLE TO THE PUBLIC SHALL BE SCREENED WITH LANDSCAPING OR BERMS; AND C. ADDITIONAL STREET TREES WITHIN THE EXISTING LANDSCAPE STRIP SHALL LOCATED BETWEEN THE CURB AND SIDEWALK ALONG HARRINGTON AVE NE WHERE THE DRIVEWAY REMOVAL IS PROPOSED; AND D. THE PROPOSED STORMWATER VAULT ACCESS PADS SHALL BE REMOVED TO THE MAXIMUM EXTENT FEASIBLE TO ALLOW FOR COMPLIANCE WITH THE CITY'S LANDSCAPING REGULATIONS AS WELL AS ACCESS REQUIREMENTS FOR THE MAINTENANCE OF THE STORMWATER VAULT. ONSITE LANDSCAPING SHALL BE INSTALLED PRIOR TO CERTIFICATE OF OCCUPANCY FOR THE PROPOSED BUILDINGS. LANDSCAPING REQUIRED WITHIN THE PUBLIC RIGHT-OF-WAY SHALL BE INSTALLED PRIOR TO THE RECORDING OF THE FINAL PLAT. J. AN ARBORIST SHALL BE ONSITE DURING THE INSTALLATION OF ANY PROPOSED IMPROVEMENTS WITHIN THE DRIP LINES OF RETAINED TREES. IN ADDITION, THE ARBORIST SHOULD RECOMMEND SPECIFIC CARE REQUIREMENTS TO ENSURE THE LONG TERM HEALTH OF THE TREES DURING AND AFTER CONSTRUCTION. 4. EITHER THE LAYOUT OF THE UNIT LOT SUBDIVISION SHALL BE REVISED TO PROVIDE COMMON OPEN SPACE WITH A MINIMUM WIDTH OF 20 FEET AND A MINIMUM AREA OF 3,850 SQUARE FEET OR A FEE IN LIEU OF COMMON OPEN SPACE SHALL BE REQUESTED IN ACCORDANCE WITH RMC 4-1-240.B.3. THE REVISED UNIT LOT SUBDIVISION OR FEE IN LIEU REQUEST SHALL BE SUBMITTED AT THE TIME OF CONSTRUCTION PERMIT REVIEW. 5. ADDITIONAL INFORMATION SHALL BE SUBMITTED AT THE TIME OF CONSTRUCTION PERMIT REVIEW DEMONSTRATING THE PROJECT's COMPLIANCE WITH THE PRIVATE OPEN SPACE REQUIREMENTS OF A MINIMUM OF 250 SQUARE FEET PER UNIT WITH NO DIMENSION LESS THAN 8 FEET IN WIDTH. 6. ALL PRIMARY ENTRY DOORS SHALL BE TRIMMED WITH THREE AND ONE-HALF INCHES (3 1/2) MINIMUM HEAD AND JAMB TRIM AROUND THE DOOR. REVISED ELEVATIONS INCLUDING THE TRIM DETAIL SHALL BE SUBMITTED TO THE CURRENT PLANNING PROJECT MANAGER AT THE TIME OF BUILDING PERMIT REVIEW FOR REVIEW AND APPROVAL PRIOR TO BUILDING PERMIT ISSUANCE. 7. A COLOR PALETTE CODED TO THE EXTERIOR BUILDING ELEVATIONS SHALL BE PROVIDED TO THE CURRENT PLANNING PROJECT MANAGER AT THE TIME OF BUILDING PERMIT REVIEW FOR REVIEW AND APPROVAL PRIOR TO BUILDING PERMIT ISSUANCE. 8. THE APPLICANT SHALL EITHER SUBMIT REVISED ELEVATIONS PROVIDING THE REQUIRED THREE AND ONE-HALF INCHES (3 1/2) MINIMUM TRIM SURROUNDING ALL WINDOWS AND DOORS AND ONE OF THE FOLLOWING ARCHITECTURAL DETAILS: SHUTTERS, KNEE BRACES, FLOWER BOXES, OR COLUMNS, OR THE APPLICANT SHALL SUBMIT A MODIFICATION REQUEST AND RECEIVE APPROVAL TO VARY FROM THESE STANDARDS. THE REVISED ELEVATIONS OR MODIFICATION REQUEST SHALL BE SUBMITTED TO THE CURRENT PLANNING PROJECT MANAGER AT THE TIME OF BUILDING PERMIT REVIEW FOR REVIEW AND APPROVAL PRIOR TO BUILDING PERMIT ISSUANCE. 9. DETAILS REGARDING THE APPLICANT'S PROPOSED INDIVIDUAL REFUSE AND RECYCLING AREAS SHALL BE PROVIDED AT THE TIME OF BUILDING PERMIT REVIEW TO THE CURRENT PLANNING PROJECT MANAGER FOR REVIEW AND APPROVAL PRIOR TO BUILDING PERMIT ISSUANCE AND SHALL DEMONSTRATE COMPLIANCE WITH RMC 4.4090. 10. A LIGHTING PLAN SHALL BE PROVIDED AT THE TIME OF BUILDING PERMIT REVIEW FOR REVIEW AND APPROVAL BY THE CURRENT PLANNING PROJECT MANAGER. TO ENSURE SAFETY AND AVOID EXCESSIVE BRIGHTNESS PEDESTRIAN SCALE LIGHTING SHOULD BE PROVIDED ON THE PRIMARY ENTRIES OF EACH UNIT AS WELL AS ALONG THE PEDESTRIAN WALKWAYS AS NECESSARY TO PROVIDE SUFFICIENT LIGHTING FOR PEDESTRIAN SAFETY BUT SHALL ALSO BE DESIGNED TO MINIMIZE LIGHT SPILL AND GLARE ONTO ADJOINING PROPERTIES. 11. A BICYCLE PARKING DETAIL IN COMPLIANCE WITH RMC 4-4-080.F.11.0 SHALL BE PROVIDED AT THE TIME OF BUILDING PERMIT REVIEW FOR REVIEW AND APPROVAL BY THE CURRENT PLANNING PROJECT MANAGER PRIOR TO BUILDING PERMIT ISSUANCE. 12. THE UNIT LOT DRIVE SHALL BE REVISED AS FOLLOWS. THE PAVEMENT WIDTH THROUGH THE ALLEY/UNIT LOT DRIVE SHALL NOT EXCEED 16 FEET WITH A CURB AROUND THE PERIMETER AND A 5-FOOT WIDE SIDEWALK ON WEST SIDE. AN 8-FOOT WIDE LANDSCAPE STRIP SHALL BE LOCATED BETWEEN THE CURB AND SIDEWALK. THIS MAY RESULT IN THE REDUCTION OF THE WIDTH OF THE UNIT LOT DRIVE TRACT IN SOME AREAS. WHERE THE UNIT LOT DRIVE WIDTH IS REDUCED, THE ADDITIONAL AREA SHALL BE TRANSFERRED TO THE OPEN SPACE AREAS AROUND THE PROJECT PERIMETER. THE UNIT LOT DRIVE/ALLEY SHALL BE PRIVATELY OWNED AND MAINTAINED BY A HOMEOWNERS ASSOCIATION FOR THE PROPOSED DEVELOPMENT. 13. A HOMEOWNERS ASSOCIATION SHALL BE ESTABLISHED FOR THE MAINTENANCE OF ALL COMMON IMPROVEMENTS ON THE PROJECT SITE. DRAFT CC & R'S FOR THE HOMEOWNERS ASSOCIATION SHALL BE SUBMITTED FOR REVIEW AND APPROVAL BY THE CURRENT PLANNING PROJECT MANAGER AND THE CITY ATTORNEY PRIOR TO THE RECORDING OF THE FINAL PLAT. 14. THE COMMON OPEN SPACE AREA FRONTING UNIT 10 SHALL BE REVISED TO MEET THE MINIMUM 20-FOOT WIDTH REQUIREMENT AND PROVIDE A MINIMUM 5-FOOT WIDE PEDESTRIAN WALKWAY FROM THE SIDEWALK IN NE 12TH ST TO THE BASE OF THE STAIRS LEADING TO THE DECK SERVING UNIT 10. 15. THE PEDESTRIAN WALKWAYS PROPOSED TO SERVE UNIT 4 AND 5 SHALL BE CONSOLIDATED INTO ONE CENTRALLY LOCATED WALKWAY BETWEEN BUILDINGS 1 AND 2. THE PEDESTRIAN WALKWAY SERVING UNIT 9 SHALL BE EXTENDED ACROSS THE UNIT LOT DRIVE THROUGH THE USE OF A DIFFERENTIATED PAVEMENT PATTERN. 16. ALL ROAD NAMES SHALL BE APPROVED BY THE CITY. 17. SANITARY SEWERS SHALL BE PROVIDED BY THE DEVELOPER AT NO COST TO THE CITY AND DESIGNED IN ACCORDANCE WITH CITY STANDARDS. SIDE SEWER LINES SHALL BE INSTALLED EIGHT FEET (8) INTO EACH LOT IF SANITARY SEWER MAINS ARE AVAILABLE, OR PROVIDED WITH THE SUBDIVISION DEVELOPMENT. 18. CONCRETE PERMANENT CONTROL MONUMENTS SHALL BE ESTABLISHED AT EACH AND EVERY CONTROLLING CORNER OF THE SUBDIVISION. INTERIOR MONUMENTS SHALL BE LOCATED AS DETERMINED BY THE DEPARTMENT. ALL SURVEYS SHALL BE PER THE CITY OF RENTON SURVEYING STANDARDS. ALL OTHER LOT CORNERS SHALL BE MARKED PER THE CITY SURVEYING STANDARDS. THE SUBDIVIDER SHALL INSTALL ALL STREET NAME SIGNS NECESSARY IN THE SUBDIVISION. 19. ALL UTILITIES DESIGNED TO SERVE THE SUBDIVISION SHALL BE PLACED UNDERGROUND. ANY UTILITIES INSTALLED IN THE PARKING STRIP SHALL BE PLACED IN SUCH A MANNER AND DEPTH TO PERMIT THE PLANTING OF TREES. THOSE UTILITIES TO BE LOCATED BENEATH PAVED SURFACES SHALL BE INSTALLED, INCLUDING ALL SERVICE CONNECTIONS, AS APPROVED BY THE PUBLIC WORKS DEPARTMENT. SUCH INSTALLATION SHALL BE COMPLETED AND APPROVED PRIOR TO THE APPLICATION OF ANY SURFACE MATERIAL. EASEMENTS MAY BE REQUIRED FOR THE MAINTENANCE AND OPERATION OF UTILITIES AS SPECIFIED BY THE PUBLIC WORKS DEPARTMENT. 20. ANY CABLE TV CONDUITS SHALL BE UNDERGROUNDED AT THE SAME TIME AS OTHER BASIC UTILITIES ARE INSTALLED TO SERVE EACH LOT. CONDUIT FOR SERVICE CONNECTIONS SHALL BE LAID TO EACH LOT LINE BY SUBDIVIDER AS TO OBVIATE THE NECESSITY FOR DISTURBING THE STREET AREA, INCLUDING SIDEWALKS, OR ALLEY IMPROVEMENTS WHEN SUCH SERVICE CONNECTIONS ARE EXTENDED TO SERVE ANY BUILDING. THE COST OF TRENCHING, CONDUIT, PEDESTALS AND/OR VAULTS AND LATERALS AS WELL AS EASEMENTS THEREFORE REQUIRED TO BRING SERVICE TO THE DEVELOPMENT SHALL BE BORNE BY THE DEVELOPER AND/OR LAND OWNER. THE SUBDIVIDER SHALL BE RESPONSIBLE ONLY FOR CONDUIT TO SERVE HIS DEVELOPMENT. CONDUIT ENDS SHALL BE ELBOWED TO FINAL GROUND ELEVATION AND CAPPED. THE CABLE TV COMPANY SHALL PROVIDE MAPS AND SPECIFICATIONS TO THE SUBDIVIDER AND SHALL INSPECT THE CONDUIT AND CERTIFY TO THE CITY THAT IT IS PROPERLY INSTALLED. Q DATED THIS 24TH DAY OF JULY, 2018. W_408201 -1 SR-408202 -408201 IN COMPLIANCE WITH CITY OF RENTON STANDARDS SURVEYED: SCALE CATE., SDM 1 _ 20 , HORIZONTAL• W198311991Avftk CIUR T Y OF 28 HUNDRED UNIT L 0 T SUBDIVISION 1211312021 DESIGNED: NEM FIELDBOOK. N/A DRAWN: REN TON PAGE: NIA TLK DRAWING NO.,ONE INCH DATU M CHECKED: NEM AT FULL SCALE Planning/Building/Public Works Dept. N 0 TES & CONDITIONS 16663 IF NOT ONE INCH APPROVED: SCALE ACCORDINGLY SHEET., OF.,• NEM 1 2 12 CO n O O 07) QO O O O Q J 00 O O O Q_ O z Q) LLJ z TD y CN one z Q) W V) 0 00 CN CN W -L 11 I v� 353.844 FOUND REBAR i FND RAC�( - &CAP i --------- / EX. SSMH S S S S S S RIM=354.39 C FOUND N.E. 13TH STREET EX. SSMH [x- INV=343.64 (8"CONC-N&E) W W RIM=355.23 / 04 INV=343.51 (8"CONC-S) MONUMENT W _ INV=345.08 (8"CONC-E) O ---�- W w z IN CASE �APPROX. LOCATION EX. 6" WATER PER RENTON GIS INV=344.98 (8"CONC-W) / - D=43°06'01" _ _ 50 R=290.70',L=218.68' / 353.520 S86°21'52"E 40.00' / / \ 0 5 10 20 EX. STJNDMKI�YPOLE RIM=354.03 ° ° °s , \ 1" = 20' p- ° SCALE INV-346.03 (18"PVC-N&S) a ° 1. e 354.89p ° \ I S86°21'52"E 10.00' wM 0 6„ P D=13°36'2B" ° (2 4„ ° p I/ DECK EX NOSE I ° d o U EX. HOUSE FF=355.84 LOT 27 \ d � I IU) � d e1 '� \ 6' WOOD FENCE \ 1.54' E. OF 61 I ° 353.196 I LOT 26 SET MAG 181128" RENTON HIGHLANDS NO. 2 I 24 BLOCK 46 CORRECTION PLAT \ I SHED VOL. 57, PGS. 92-98 55 28 N.E. I I a I TAX 722780-1695 13TH STREET 16" 353.840 SET NAIL II ° s led 0.19' ° s ° d EX. GARAGE I a FF=354.04 ° ° a4 s a 62 00° I 352.418 I w �� 24„ LE SET MAG z 6' WOOD FENCE oz �_ - - 110.00' - - 1.01' W_OF O FOU o N I S88°57'04"E 135.00' 6' WOOD LEGEND: FOU J LU FENCE 1.12 X � �I ' pQ WAT I rn O �I N. OF cp Of w 000 FIRE Cn CN ° I z ^ Q 56 ® WAT Cn Ld � 1 353,415 1J ; I Llo I SET NAIL SHED MAIE 00 00 z w cn30' M I � SIGr I W z 30' s° I 63 Z LOT 25 353.040 LLl SET NAIL I PON I Q a I I ® JUN I LIGF 0 . U') O I N LOT 24 GUY ~ I EX. GARAGE TAX LOT 722780-1690 w I EX. CB W/ BEEHIVE I (� 2800 N.E. 12TH STREET RIM=351.33 z i0 FF=353.22 CD I o TELE INV=348.58 (TOP 15") I a U') I © GAS INV=347.43 (15°PVC-W) ° zl EX. STORM MANHOLE Q I ° © POV RIM=352.26 I = ° I ° ° � s CON INV 343.73 (18"PVC-N) ° 6' WOOD FENCE ASP INV=343.46 (15"PVC-E) I SWALE I d °a ° d° DECK INV 340.29 18"PVC S ° °^° 2.37' E. OF _ I TREE LEGEND: ° TR ad° a EX. STORM MANHOLE I ° d RIM-352.10 EX. HOUSE ° I d 1O'X1O' UNDERGROUND FIR INV-340.17 (18"PVC-N) I FF=355.25 ° ELECTRIC EASEMENT INV=340.05 (18"PVC-S) EX. CB KC REC NO 8209080258 I RIM=351.97 CED EX. CB I INV=348.97(W) RIM-351.71 ° M DECK INV=348.96 (12"ADS-N) ° ° CHE INV=348.91 (12"ADS-S) d °a ° 3' WOOD ° ° 10 FENCE 4 °4I TREI EX. SSMH 12" ° RIM=352.20 o 14 S88°57'04"E 135.00' ©� INV=338.25 (8"CONC-N,W&E) O ° -- I 11 if° WM : ° d. s: s ° 9,IN INV=338.05 (8 CONC-S) d 44 a $ d - ( EX. CB 67 i S S I S S S' S. S S S S S. S S RIM=352.82 �� �q� �/ �// �// S � FULL OF WATER 326.430 EX, g" 'WATER PER RENTON CIS W W W W APPROX: LOCATION EX. 8" WATER PER R NTON GIS W W - - W W W W W FND Mlc S N.E. 12TH STREET EX. STORM MANHOLE E' X. 16"' WATER PER ATON CIS W V W W V1/ / W W W W W � RIM=353.70 - - - APPROX. LOCATION -EX. 16 WATER PER RENTON CIS - W W W UNABLE TO OPEN ��// S88°5704E 310.00' CITY OF RENTON EX. STORM MANHOLE p CONTROL POINT 57 RIM=351.99 N6 SD SD SD SD SD SD SD N SOD SD SD 0 UNABLE TO OPEN FNDNMt9SE SD SD SD SD SD S SD SD SD S cv I • EX. CB SD SD SD S� SD SD SD S[} SD SD SD r_EX. STORM MANHOLE RIM=353.41 cv RIM=351.39 -� EX. MANHINV=350.19 (8"CONC-SW) OL RIM=352.22E _ INV 341.87 (12"CMP-SW) F EX. STORM MANHOLE _ INV=339.22 (244 MP -NE) INV=352.38 INV=338.82 (36"CM-E&W) I INV=348.23 (8"CONC-NE) INV=348.13 (12"ADS-NW) INV=339.83 (24"CMP-N) Know what's below. Call before you dig. Encompass SURVEYED: ENGINEERING & SURVEYING DESIGNED: Western Washington Division 165 NE Juniper Street, Suite 201 • IssaQuah, WA 98027 • Phone: (425) 392-0250 DRAWN: Eastern Washington Division 1 1 AS-BUILTS KMR 05122123 KMR CHECKED: 407 Swiftwater Blvd. • Cle Elum, WA 98922 • Phone: (509) 674-7433 N0. I REVISION BY I DATE APPR APPROVED: w z w z w > Q a w x w z 0 w z - w z Q z rr z Q Q Of w cn = U_ z 0 w w NE 13 ST SI TE NE 12TH ST VICINITY MAP N. T. S. LEGAL DESCRIPTION: LOTS 25 AND 26, BLOCK 46, CORRECTED PLAT OF RENTON HIGHLANDS NO. 2, RENTON-WASHINGTON, ACCORDING TO THE PLAT THEREOF, RECORDED IN VOLUME 57 OF PLATS, PAGES 92 THROUGH 98, IN KING COUNTY, WASHINGTON. MArl /A A. NA VD 88 BENCHMARK: n O O CITY OF RENTON SURVEY CONTROL NO. 1843 FOUND 1/8" BRASS PIN IN A 4"x4" CONCRETE POST MONUMENT (WITH BROKEN EDGES) DOWN 1.1 FEET IN A MONUMENT CASE AT THE CONSTRUCTED 00 CENTERLINE OF N.E. 12TH STREET AND MONROE AVENUE N.E. (TO THE NORTH) O ELEVATION=425.15 FEET BASIS OF BEARING: S8854'27"E LINE BETWEEN CITY OF RENTON CONTROL POINT 57 AND CITY OF RENTON CONTROL POINT 1843 INSTRUMENTATION: CL INSTRUMENT USED: 5 SECOND TOTAL STATION. FIELD SURVEY WAS BY CLOSED TRAVERSE LOOPS, MINIMUM CLOSURE OF LOOPS WAS 1:22,000, IN ACCORDANCE WITH WAC 332-130-090. CITY, -OF RENTON 65�TROL POINT 424.954 1843 IC C 0 R BM 1843 h' 49917 9 �w �GISTEV- �4 JIVAL LANO'�� 5/22Z23 AS -BUILT DRAWINGS PLAN THESE AS -BUILT DRAWINGS AND THE INFORMATION SHOWN ACCURATELY REFLECT EXISTING FIELD CONDITR AS OF 05/22/23 (DATE SIGNED) BY- KEVIN M. REESE -� �- 05122123 PROFESSIONAL ENGINEER OR DATE PROFESSIONAL LAND SURVEYOR 408203 I IN COMPLIANCE WITH CITY OF RENTON STANDARDS SCALE.• DATE., SDM 1 „ _ 20, HORIZONTAL• W198311991 CITY OF 28 HUNDRED UNIT L 0 T SUBDIVISION 1211312021 NEM flELDB00K: N/A RENTON PAGE: NIA TLK ONE INCH DATU M V43• DRAWING N0: NEM AT FULL SCALE Planning/Building/Public Works Dept. BOUNDARY & TOPOGRAPHY SURVEY 1666.3 IF NOT ONE INCH SCALE ACCORDINGLY NEM SHEET 3 OF. 12 0 I N one O d- z O Q) V) 0 00 CN 3 0 z a 8 L i coo S. W. 114 OF S. W. 114 OF SECTION 04, T. 23 N., R. 05 E. W. M. CITY OF RENTON, STATE OF WASHINGTON 00 c �CD U� I - co 00 z o (/� 1 ��o cn \ / CLEAR ENTIRE SITE EXCEPT FOR TREES N o Qco I TO BE RETAINED, ARBORIST TO BE I z w oz ONSITE DURING THE INSTALLATION OF OJ ANYPROPOSED IMPROVEMENTS WITHIN o � En \ THE�-PRIPLINtS OF RETAINED TREES I o w o \ Un 0- CLEARING LIMITS 0 \ Q Z VE U� cn S ONSIIEWCUT APORT10NN REND O0F ° ° a ° Q I _ ° a °° N J u EX. CONC. DRIVEWAY ° ° ° ° o O I- I ° ° I J Im�� w y O � � - Q c (-)0 N� I o \ � Z � � w I � I r- � -. w I I ° W \ \ \ TREES TO BE RETAINED ❑ -I ° l GRADE ITE TO DRAIN TO cn EX. SHEDS TO SEDIME T TRAP DURING o 25': I 25'cn \ \.` REMOVE 'Ea TILITY BE REMOVED UTILITY ONSTRUCTION o I p, POLE AND RELOCATE �--- - �'� :��� ' �',ys 3,5 \ ° STREET LIGHT r' I FF ELEV. 354.50 a U� , /��{ W 0 PR } -- w 0 Ln I Z0 Cw,�t X�- II III Y ILL� C� � I I N \\�\ D N cn O N U I PROTECT EJC d o - STREET LIGHT / INSTALL 9 X w a 38 I ° I N '�-� FF ELEV. 354.60 o w ° ° °III w SEDIMENT TRAP 00 O O� I �O o U) ° WIOUTLET TO EX. - CB#4 UPON Z 25' 25' U) 00 N POMPLERON OF o F - ° I HOUSE DEMO. II \ w ° I �� SILT FENCE OR,,, ° ° - J n X 0 z o 9THER ` i a INSTALL FILTER MEDIA IN ° a FF ELE . 3 PROPOSED BIO-POD J `� O CD I v x o o CONTRACTOR TO "BARRIER a a. = O I- = Q I Q co UTILIZE EXISTING N cnONCE SITE IS STABILIZED O O O - -� / - DRIVEWAYS FOR Q "' " ° �l -4GPM a < a = J W ESS AND CD ii L- SUMP' Pump a ° Ln w PA X a Z I W� °� I ° ° •• I U y O I-Jw za Noo STOCKPILE I O I PLUG SITE OUTFAL L UNTIL Z > / AREA I SITE IS STABILIZED RELEASE W 0 z < T -1 WATER ONLY WHEN PASSING o - L - - A L � � �L J � TURBIDITY TEST. OTHERWISE u- .6 SILT FENCE, _ _ _° - ® _ ® - _ _ - - ® _ _ - 4 FIRE HOSE o PUMP TO SEDIMENT TRAP cn ABOVE GROUND SXI��N R C.E N L INSTALL CB PROTECTION ° °° ° ° IN ALL ADJACENT CBS �; ° ° O I R CITY OF RENTON ° 0L SILT FE N o STD 21620 TIP. cn TYP. S 0 M M M 1 M M M Cn e M C M M � M M _ PROTECT PROPOSED EX. CB# 4 n INFILTRATION TRENCHES FROM OVER COMPACTION EX. CB# 3 (IS, � EX. SDMH# 2 Cn o w EX. SDMH# 6 EX. SDMH#5 SDMH# 4 EX. SDMH# 1 0S 0g z N.E.>g 0 D_ (RESIDENTIAL ACCESS) S - S S S- S S S S Ld S- -- EX, CB# 2 I o F- d d LLz EX. SDMH# 3 Z � z_ Know what's below. Call before you dig. y �I , , WAS III iry�l' . 1 • ��.oa�wow��►wii®►o.®►or AS -BUILT DRAWINGS PLAN THESE AS -BUILT DRAWINGS AND THE INFORMATION SHOWN ACCURATELY REFLECT EXISTING FIELD CONDITI( AS OF 05122123 (DATE SIGNED) BY. KEVIN M. REESE -� 4-0- 05122123 P OFESSIONAL ENGINEER OR DATE PROFESSIONAL LAND SURVEYOR Encompass ENGINEERING & SURVEYING Western Washington Division 165 NE Juniper Street, Suite 201 • IssaQuah, WA 98027 • Phone: (425) 392-0250 Eastern Washington Division 407 Swiftwater Blvd. • Cle Elum, WA 98922 • Phone: (509) 674-7433 EXISTING STRUCTURES: EX. SDMH# 1 EX. SDMH# 6 RIM=352.22 RIM=354.03 INV=341.87 (12"CMP-SW) INV=346.03 (18"PVC-N&S) INV=339.22 (24"CMP-NE) EX. INV=338.82 (36"CMP-E&W) EX. CB# 1 RIM=351.39 EX. SDMH# 2 INV=350.19 (8"CONC-SW) INV=352.38 INV=348.23 (8"CONC-NE) EX. CB #2 INV=348.13 (12"ADS-NW) RIM=351.71 INV=339.83 (24"CMP-N) INV=348.96 (12"ADS-N) INV=339.18 (24"CMP-SW) INV=348.91 (12"ADS-S) EX. SDMH # 3 EX. CB #3 W/ BEEHIVE RIM=351.99 RIM=351.33 UNABLE TO OPEN INV=348.58 (TOP 15") INV=347.43 (15"PVC-W) EX. SDMH# 4 RIM=352.10 EX. CB #4 INV-340.17 (18"PVC-N) RIM=351.97 INV=340.05 (18'PVC-S) INV=348.97(W) NEW INV=344.13 (12» E) EX. SSMH #1 EX. SDMH#5 RIM=352.20 RIM=352.26 INV=338.25 (8"CONC-N,W&E) INV=343.73 (18"PVC-N) INV=338.05 (8"CONC-S) INV=343.46 (15"PVC-E) EX. SSMH #2 INV=340.29 (18"PVC-S) RIM=354.39 INV=343.64 (8"CONC-N&E) INV=343.51 (8"CONC-S) EX. SSMH #3 RIM=355.23 INV=345.08 (8"CONC-E) INV=344.98 (8"CONC-W) 1 AS-BUILTS NO. REVISION CONSTRUCTION SEQUENCE: 1. PRE -CONSTRUCTION MEETING. 2. POST NOTICE OF CONSTRUCTION ACTIVITY SIGN WITH NAME AND PHONE NUMBER OF ESC SUPERVISOR. J. FLAG OR FENCE CLEARING LIMITS. 4. INSTALL CATCH BASIN PROTECTION IF REQUIRED. 5. GRADE AND INSTALL CONSTRUCTION ENTRANCE(S). 6. INSTALL PERIMETER PROTECTION (SILT FENCE, BRUSH BARRIER, ETC.). 7. CONSTRUCT SURFACE WATER CONTROLS (INTERCEPTOR DIKES, PIPE SLOPE DRAINS, ETC.) SIMULTANEOUSLY WITH CLEARING AND GRADING FOR PROJECT DEVELOPMENT. 8. MAINTAIN EROSION CONTROL MEASURES IN ACCORDANCE WITH CITY OF RENTON EROSION AND SEDIMENT CONTROL STANDARDS. 9. RELOCATE SURFACE WATER CONTROLS AND EROSION CONTROL MEASURES OR INSTALL NEW MEASURES SO THAT AS SITE CONDITIONS CHANGE SO THAT THE EROSION AND SEDIMENT CONTROL IS ALWAYS IN ACCORDANCE WITH THE CITY OF RENTON EROSION AND SEDIMENT CONTROL STANDARDS. 10. COVER ALL AREAS THAT WILL BE UNWORKED FOR MORE THAN SEVEN DAYS DURING THE DRY SEASON OR TWO DAY DURING WET SEASON WITH STRAW, WOOD FIBER MULCH, COMPOST, PLASTIC SHEETING, OR EQUIVALENT. 11. STABILIZE ALL AREAS THAT REACH FINAL GRADE WITHIN 7 DAYS. 12. SEED OR SOD ANY AREAS TO REMAIN UNWORKED FOR MORE THAN 30 DAYS. UPON COMPLETION OF THE PROJECT, ALL DISTURBED AREAS MUST BE STABILIZED AND BEST MANAGEMENT PRACTICES REMOVED IF APPROPRIATE. 13. UPON COMPLETION OF THE PROJECT. ALL DISTURBED AREAS MUST BE STABILIZED AND BMP'S REMOVED, IF APPROPRIATE. NORTH '"illl&JJ1V TESC NOTES: 0 5 10 20 1. BEFORE ANY CONSTRUCTION OR DEVELOPMENT ACTIVITY OCCURS. A PRE -CONSTRUCTION MEETING SHALL BE HELD AMONG THE CITY OF RENTON. HEREBY REFERRED TO AS THE CITY. THE APPLICANT. AND THE APPLICANT'S CONTRACTOR. SCALE 1 = 20 2. THE APPLICANT IS RESPONSIBLE FOR OBTAINING THE WASHINGTON STATE DEPARTMENT OF ECOLOGY (ECOLOGY) CONSTRUCTION STORMWATER GENERAL PERMIT. IF IT IS REQUIRED FOR THE PROJECT. THE APPLICANT SHALL PROVIDE THE CITY COPIES OF ALL MONITORING REPORTS PROVIDED TO ECOLOGY ASSOCIATED WITH THE LEGEND- CONSTRUCTION STORMWATER GENERAL PERMIT. 3. THE ESC PLAN SET SHALL INCLUDE AN ESC CONSTRUCTION SEQUENCE DETAILING THE ORDERED STEPS THAT SHALL I F BE FOLLOWED FROM CONSTRUCTION COMMENCEMENT TO POST -PROJECT CLEANUP IN ORDER TO FULFILL PROJECT ESC REQUIREMENTS. I® 4. THE BOUNDARIES OF THE CLEARING LIMITS. SENSITIVE AREAS AND THEIR BUFFERS. AND AREAS OF VEGETATION 0 PRESERVATION AND TREE RETENTION AS PRESCRIBED ON THE PLAN(S) SHALL BE CLEARLY DELINEATED BY FENCING I AND PROTECTED IN THE FIELD IN ACCORDANCE WITH APPENDIX D OF THE CITY OF RENTON SURFACE WATER DESIGN MANUAL (RENTON SWDM) PRIOR TO THE START OF CONSTRUCTION. DURING THE CONSTRUCTION PERIOD. NO DISTURBANCE BEYOND THE CLEARING LIMITS SHALL BE PERMITTED. THE CLEARING LIMITS SHALL BE MAINTAINED BY IF THE APPLICANT/ESC SUPERVISOR FOR THE DURATION OF CONSTRUCTION. ® 5. STABILIZED CONSTRUCTION ENTRANCES SHALL BE INSTALLED AT THE BEGINNING OF CONSTRUCTION AND MAINTAINED I FOR THE DURATION OF THE PROJECT. ADDITIONAL MEASURES. SUCH AS CONSTRUCTED WHEEL WASH SYSTEMS OR L WASH PADS. MAY BE REQUIRED TO ENSURE THAT ALL PAVED AREAS ARE KEPT CLEAN AND TRACK -OUT TO ROAD RIGHT OF WAY DOES NOT OCCUR FOR THE DURATION OF THE PROJECT. IF SEDIMENT IS TRACKED OFFSITE. PUBLIC I C ROADS SHALL BE CLEANED THOROUGHLY AT THE END OF EACH DAY. OR MORE FREQUENTLY DURING WET WEATHER. AS NECESSARY TO PREVENT SEDIMENT FROM ENTERING WATERS OF THE STATE. o 7 I 6. WASHOUT FROM CONCRETE TRUCKS SHALL BE PERFORMED OFF -SITE OR IN DESIGNATED CONCRETE WASHOUT AREAS © C ONLY. DO NOT WASH OUT CONCRETE TRUCKS ONTO THE GROUND, OR TO STORM DRAINS OR OPEN DITCHES. I ON -SITE DUMPING OF EXCESS CONCRETE SHALL ONLY OCCUR IN DESIGNATED CONCRETE WASHOUT AREAS. EL,] F s a 7. ALL REQUIRED ESC BMPS SHALL BE CONSTRUCTED AND IN OPERATION PRIOR TO LAND CLEARING AND/OR C I CONSTRUCTION TO PREVENT TRANSPORTATION OF SEDIMENT TO SURFACE WATER. DRAINAGE SYSTEMS AND ADJACENT PROPERTIES. ALL ESC BMPS SHALL BE MAINTAINED IN A SATISFACTORY CONDITION UNTIL SUCH TIME F THAT CLEARING AND/OR CONSTRUCTION IS COMPLETE AND POTENTIAL FOR ON -SITE EROSION HAS PASSED. ALL I ESC BMPS SHALL BE REMOVED AFTER CONSTRUCTION IS COMPLETED AND THE SITE HAS BEEN STABILIZED TO ENSURE POTENTIAL FOR ON -SITE EROSION DOES NOT EXIST. THE IMPLEMENTATION. MAINTENANCE, REPLACEMENT. _ IENHANCEMENT. AND REMOVAL OF ESC BMPS SHALL BE THE RESPONSIBILITY OF THE APPLICANT. F 8. ANY HAZARDOUS MATERIALS OR LIQUID PRODUCTS THAT HAVE THE POTENTIAL TO POLLUTE RUNOFF SHALL BE I DISPOSED OF PROPERLY. C 9. THE ESC BMPS DEPICTED ON THIS DRAWING ARE INTENDED TO BE MINIMUM REQUIREMENTS TO MEET ANTICIPATED I SITE CONDITIONS. AS CONSTRUCTION PROGRESSES AND UNEXPECTED OR SEASONAL CONDITIONS DICTATE. THE APPLICANT SHALL ANTICIPATE THAT MORE ESC BMPS WILL BE NECESSARY TO ENSURE COMPLETE SILTATION C CONTROL ON THE PROPOSED SITE. DURING THE COURSE OF CONSTRUCTION. IT SHALL BE THE OBLIGATION AND RESPONSIBILITY OF THE APPLICANT TO ADDRESS ANY NEW CONDITIONS THAT MAY BE CREATED BY THE ACTIVITIES AND TO PROVIDE ADDITIONAL ESC BMPS. OVER AND ABOVE MINIMUM REQUIREMENTS. AS MAY BE NEEDED. TO PROTECT ADJACENT PROPERTIES AND WATER QUALITY OF THE RECEIVING DRAINAGE SYSTEM. TESL LEGEND" 10. APPROVAL OF THIS PLAN IS FOR ESC ONLY. IT DOES NOT CONSTITUTE AN APPROVAL OF STORM DRAINAGE DESIGN. SIZE NOR LOCATION OF PIPES. RESTRICTORS. CHANNELS. OR STORMWATER FACILITIES. CLEARING LIMITS X SILT FENCE 11. ANY DEWATERING SYSTEM NECESSARY FOR THE CONSTRUCTION OF STORMWATER FACILITIES SHALL BE SUBMITTED TO THE CITY FOR REVIEW AND APPROVAL. INLET PROTECTION 12 ANY AREAS OF EXPOSED SOILS, INCLUDING ROADWAY EMBANKMENTS. THAT WILL NOT BE DISTURBED FOR TWO DAYS SEDIMENT TRAP SIZING: SA = Vs = 2 0.1633 0.00096 SA = 340 SF APPROXIMATE CUT/FILL VOLUMES CUT. = 100t C.Y. FILL: = 100t C. Y. (CONTRACTOR TO CONFIRM) DISTURBANCE AREA 28,690 S.F. SURVEYED: SCALE., SDM VERTICAL, NAVD 19M 1 '+ = 20' HORIZONTAL• NAD 198311991 DESIGNED: NEM DRAWN: TLK ONE INCH KMR 05122123 KMR CHECKED: DATU MAT FSCALE IF NOTT O ONE INCH BY DATE APPR I APPROVED: NEM SCALE ACCORDINGLY CITY OF RENTON Planning/Building/Public Works Dept. DURING THE WET SEASON (OCTOBER 1ST THROUGH APRIL 30TH) OR SEVEN DAYS DURING THE DRY SEASON (MAY 1ST THROUGH SEPTEMBER 30TH) SHALL BE IMMEDIATELY STABILIZED WITH THE APPROVED ESC COVER METHODS (E.G.. SEEDING. MULCHING, PLASTIC COVERING, ETC.) IN CONFORMANCE WITH APPENDIX D OF THE RENTON SWDM. 13. WET SEASON ESC REQUIREMENTS APPLY TO ALL CONSTRUCTION SITES BETWEEN OCTOBER 1ST AND APRIL 30TH. UNLESS OTHERWISE APPROVED BY THE CITY. 14 ANY AREA NEEDING ADDITIONAL ESC MEASURES. NOT REQUIRING IMMEDIATE ATTENTION. SHALL BE ADDRESSED WITHIN SEVEN (7) DAYS. 15. THE ESC BMPS ON INACTIVE SITES SHALL BE INSPECTED AND MAINTAINED AT A MINIMUM OF ONCE A MONTH OR WITHIN 24 HOURS FOLLOWING A STORM EVENT. INSPECTION AND MAINTENANCE SHALL OCCUR MORE FREQUENTLY AS REQUIRED BY THE CITY. 16. BEFORE COMMENCEMENT OF ANY CONSTRUCTION ACTIVITY. CATCH BASIN INSERTS PER THE CITY STANDARD PLAN 216.30 SHALL BE PROVIDED FOR ALL STORM DRAIN INLETS DOWNSLOPE AND WITHIN 500 FEET OF A DISTURBED OR CONSTRUCTION AREA. UNLESS THE RUNOFF THAT ENTERS THE INLET WILL BE CONVEYED TO A SEDIMENT POND OR TRAP. ALL CATCH BASIN INSERTS SHALL BE PERIODICALLY INSPECTED AND REPLACED AS NECESSARY TO ENSURE FULLY FUNCTIONING CONDITION. 17. AT NO TIME SHALL SEDIMENT ACCUMULATION EXCEED 2/3 OF THE CAPACITY OF THE CATCH BASIN SUMP. ALL CATCH BASINS AND CONVEYANCE LINES SHALL BE CLEANED PRIOR TO PAVING. THE CLEANING OPERATION SHALL NOT FLUSH SEDIMENT -LADEN WATER INTO THE DOWNSTREAM SYSTEM. 18. ANY PERMANENT STORMWATER FACILITY LOCATION USED AS A TEMPORARY SETTLING BASIN SHALL BE MODIFIED WITH THE NECESSARY ESC BMPS AND SHALL PROVIDE ADEQUATE STORAGE CAPACITY. IF THE TEMPORARY FACILITY IS TO ULTIMATELY FUNCTION AS AN INFILTRATION SYSTEM IN ITS PERMANENT STATE. THE TEMPORARY FACILITY SHALL BE ROUGH GRADED SO THAT THE BOTTOM AND SIDES ARE AT LEAST THREE FEET ABOVE THE FINAL GRADE OF THE PERMANENT FACILITY. 19. AREAS DESIGNATED ON THE PLAN(S) CONTAINING EXISTING STORMWATER FACILITIES OR ON -SITE BMPS (AMENDED SOILS. BIORETENTION. PERMEABLE PAVEMENT. ETC.) SHALL BE CLEARLY FENCED AND PROTECTED USING ESC BMPS TO AVOID SEDIMENTATION AND COMPACTION DURING CONSTRUCTION. 20. PRIOR TO THE BEGINNING OF THE WET SEASON (OCTOBER 1ST), ALL DISTURBED AREAS SHALL BE INSPECTED TO IDENTIFY WHICH ONES SHALL BE SODDED OR SEEDED IN PREPARATION FOR THE WINTER RAINS. DISTURBED AREAS SHALL BE SODDED OR SEEDED WITHIN ONE WEEK OF THE BEGINNING OF THE WET SEASON. AN EXHIBIT OF THOSE AREAS TO BE SODDED OR SEEDED AND THOSE AREAS TO REMAIN UNCOVERED SHALL BE SUBMITTED TO THE CITY FOR REVIEW. 21. PRIOR TO FINAL CONSTRUCTION ACCEPTANCE. THE PROJECT SITE SHALL BE STABILIZED TO PREVENT SEDIMENT -LADEN WATER FROM LEAVING THE PROJECT SITE. ALL ESC BMPS SHALL BE REMOVED. AND STORMWATER CONVEYANCE SYSTEMS. FACILITIES. AND ON -SITE BMPS SHALL BE RESTORED TO THEIR FULLY FUNCTIONING CONDITION. ALL DISTURBED AREAS OF THE PROJECT SITE SHALL BE VEGETATED OR OTHERWISE PERMANENTLY STABILIZED. AT A MINIMUM. DISTURBED AREAS SHALL BE SODDED OR SEEDED AND MULCHED TO ENSURE THAT SUFFICIENT COVER WILL DEVELOP SHORTLY AFTER FINAL APPROVAL. MULCH WITHOUT SEEDING IS ADEQUATE FOR AREAS TO BE LANDSCAPED BEFORE OCTOBER 1ST. Sol 22 1 Q_ 22. ROCKERIES ARE CONSIDERED TO BE A METHOD OF BANK STABILIZATION AND EROSION CONTROL. ROCKERIES SHALL Z NOT BE CONSTRUCTED TO SERVE AS RETAINING WALLS. ALL ROCKERIES IN CITY ROAD RIGHTS -OF -WAY SHALL BE CONSTRUCTED IN ACCORDANCE WITH CITY STANDARDS. ROCKERIES OUTSIDE OF ROAD RIGHTS -OF -WAY SHALL BE O CONSTRUCTED IN ACCORDANCE WITH THE INTERNATIONAL BUILDING CODE. m R-408204 :D cr) IN COMPLIANCE WITH CITY OF RENTON STANDARDS � 28 HUNDRED UNIT L 0 T SUBDIVISION TESC PLAN 07 Q) LLJ 2) CITE 1211312021 RELDACE., 0K N/A P' PAGE: NIA T DRAWING NO.,y 1666.3 oo N SHEET., ^ OF., 12 IN S. W. 114 OF S. W. 114 OF SECTION 04, T. 23 N., R. 05 E. W. M. CITY OF RENTON, STATE OF WASHINGTON JOINTS IN FILTER FABRIC SHALL BE SPLICED AT POSTS. USE STAPLES, WIRE RINGS, OR EQUIVALENT TO ATTACH FABRIC TO POSTS 2'x2' 14 GAUGE WIRE. OR EQUIVALENT. IF STANDARD STRENGTH FABRIC USED FILTER FABRIC --��__-_--_-----I-1__� - I W MAX. - I I I I 1 [' I.1 N J POST SPACING MAY BE INCREASED 4.4- MIN TRENCH TO 8' IF WIRE BACKING IS USED I I L BACKFILL TRENCH WITH NATIVE SOIL - OR 3!4' TO 1-112' WASHED GRAVEL 2-a4' WOOD POSTS, STEEL FENCE POSTS. OR EQUIVALENT (TYP.) NOTES: 1. CONDITIONS OF USE 1.1. SILT FENCE MAY DE USED DOWNSLOPE OF ALL DISTURBED AREAS 1.2. SILT FENCE IS NOT INTENDED TO TREAT CONCENTRATED FLOWS, NOR IS IT INTENDED TO TREAT SUBSTANTIAL AMOUNTS OF OVERLAND FLOW. ANY CONCENTRATED FLOW MUST BE CONVEYED THROUGH THE DRAINAGE SYSTEM TO A SEDIMENT TRAP OR POND. 2. DESIGN AND INSTALLATION SPECIFICATIONS 2.1 THE GEOTEXTILE USED MUST MEET THE STANDARD LISTED BELLOW. A COPY OF THE MANUFACTURER'S FABRIC SPECIFICATIONS MUST BE AVAILABLE ON SITE. ADS (ASTM D4751) 30-100 SIEVE SIZE (O.GD-0.15mm) FOR SILT FILM SO-100 SIEVE SIZE (0 30-0.15mm) FOR OTHER FABRICS WATER PERMITTIVITY (ASTM D4491) 0.02 SECT MINIMUM GRAB TENSILE STRENGTH (ASTM D4632) 180 LBS. MIN. FOR EXTRA STRENGTH FABRIC 100 LBS. MIN. FOR STANDARD STRENGTH FABRIC GRAB TENSILE ELONGATION (ASTM D4632) 30% MAX. (WOVEN) UL IRAVIOLET RESISTANCE (ASTM 04355) 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 2H:IV 2,4. IF A TYPICAL SILT FENCE IS USED, THE STANDARD 4-X4- TRENCH MAY BE REDUCED AS LONG AS THE BOTTOM B INCHES OF THE SILT FENCE FABRIC IS WELL BURIED AND SECURE IN A TRENCH THAT STABILIZES THE FENCE AND DOES NOT ALLOW WATER TO BYPASS OR UNDERMINE THE SILT FENCE. 2.5 FILTER FABRIC FENCES SHALL BE INSTALLED ALONG CONTOURS WHENEVER POSSIBLE. 3. MAINTENANCE STANDARDS 3.1. ANY DAMAGE SHALL BE REPAIRED IMMEDIATELY. 3.2. IF CONCENTRATED FLOWS ARE EVIDENT UPHILL OF 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 REMOVE THE TRAPPED SEDIMENT. 3.4 SEDIMENT MUST BE REMOVED WHEN SEDIMENT IS 61NCHES HIGH. 3.5 IF THE FILTER FABRIC (GEOTE)CTILE) HAS DETERIORATED DUE TO ULTRAVIOLET BREAKDOWN. IT SHALL BE REPLACED. UNEESS OTHERWISE NOTED, DRAWING 15 NOT TO SCALE (NTS) STD. PLAN - 214.00 PUBLIC WORKS SILT FENCE y 9/28/2018 1 1- DEPARTMENT GAZ .. .. ...,... DATE 3 0 J E U 1� e W I W s Know what's below. Call before you dig. il- :45 M R=25'MIN INSTALL DRIVEWAY CULVERT IF THERE IS A ROADSIDE DITCH PRESENT, AS PER CITY ROAD STANDARDS EXISSL�G POPO 4'-8' QUARRY SPALLS GEOTEXTI-E - 12' MIN. THICKNESS CONSTRUCTION ENTRANCE NOTES: 1. DRIVEWAYS SHALL BE PAVED T EDGE OF THE RIGHT-OFWAV THRIGHT-OF-WA PRIOR TO INSTALLATION OF THE CONSTRUCTION ENTRANCE TO AVOID DAMAGING OF THE ROADWAY. 2. IT IS RECOMMENDED THAT THE \ ENTRANCE BE CROWNED SO THAT RUNOFF DRAINS OFF THE PAD 100' MIN 15' M' N. PROVIDE FULL WIDTH OF INGRESS/EGRESS AREA NOTES: 1. CONDITION OF USE 1.1. CONSTRUCTION ENTRANCE SHALL BE STABILIZED WHEREVER TRAFFIC WILL BE LEAVING A CONSTRUCTION S17E AND TRAVELING ON PAVED ROADS OR OTHER PAVED AREAS WITHIN 1,000 FEET OF THE SITE. 1.2. FOR RESIDENTIAL CONSTRUCTION PROVIDE STABILIZED CONSTRUCTION ENTRANCES FOR EACH RESIDENCE IN ADDITION TO THE MAIN SUBDIVISION ENTRANCE STABILIZED SURF ACES SHALL BE OF SUFFICIENT LENGTIIMIIDIH TO PROVIDE VEHICLE ACCESSWARKING. BASED ON LOT SIZEICONFIGURATION 2. DESIGN AND INSTALLATION SPECIFICATIONS PA A SEPARATION GEOTEXTILE SHALL BE PLACED UNDER THE SPALLS TO PREVENT FINE SEDIMENT FROM PUMPING UP INTO THE ROCK PAD. THE GEOTEXTILE SHALL MEET THE FOLLOWING STANDARDS: GRAB TENSILE STRENGTH (ASTM D4632) 200 LBS. MIN. GRAB TENSILE ELONGATION (ASTM D4632) 30% MAX. (WOVENI CDR PUNCTURE STRENGTH (ASTM D6241) 495 LBS MIN. ADS (ASTM D4751) 12D45 (U.S. STANDARD SIEVE SIZE) 2.2. DO NOT USE CRUSHED CONCRETE. CEMENT, OR CALCIUM CHLORIDE FOR CONSTRUCTION ENTRANCE STABILIZATION BECAUSE THESE PRODUCTS RAISE PH LEVELS IN STORMWATER AND CONCRETE DISCHARGE TO SURFACE WATERS OF THE STATE IS PROHIBITED. 2.3, HOG FUEL (WOOD BASED MULCH) MAY BE SUBSTITUTED FOR OR COMBINED WITH QUARRY SPALLS IV AREAS THAT WILL NOT 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 1 T I H I I CARRIED PAVEMENT. If THE HOG FUEL IS NOT PREVENTIN.. SEDIMENT FROM BEIN., TRACKED ONTO PAVEMENT OR F THE HOG FUEL S BE NG C R ED ONTO A EMENT. 2.4. FENCING SHALL BE INSTALLED AS NECESSARY TO RESTRICT TRAFFIC TO THE CONSTRUCTION ENTRANCE 2.5 WHENEVER POSSIBLE, THE ENTRANCE SHALL BE CONSTRUCTED ON A FIRM, COMPACTED SUBGRADE. THIS CAN SUBSTANTIALLY INCREASE THE EFFECTIVENESS OF THE PAO AND REDUCE THE NEED FOR MAINTENANCE 3. MAINTENANCE STANDARDS 1. QUARRY SPALLS HALL BE ADD IF THE PAD IS NO LONGER IN ACCORDANCE WITH THE SPECIFICATIONS. 3. U ., S ADDED E T P T 3.2 IF THE ENTRANCE IS NOT PREVENTING SEDIMENT FROM 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 OV THE ENTRANCE, OR THE INSTALLATION OF A WHEEL WASH IF WASHING IS USED. IT SHALL BE DONE ON AN AREA COVERED WITH CRUSHED ROCK. AND WASH 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 IS NECESSARY TO WASH THE STREETS. A SMALL SUMP MUST BE CONSTRUCTED. THE SEDIMENT WOULD THEN BE WASHED INTO THE SUMP WHERE IT CAN BE CONTROLLED AND DISCHARGED APPROPRIATELY. WASH WATER MUST BE PUMPED BACK ONTO THE SITE AND CANNOT DISCHARGE TO SYSTEMS TRIBUTARY TO SURFACE WATERS. 3.4. ANY QUARRY SPALLS THAT ARE LOOSENED FROM THE PAU AND END UP ON THE ROADWAY SHALL BE REMOVED IMMEDIATELY. 3.5. IF VEH'CLES ARE ENTERING OR EXITING THE SITES AT POINTS OTHER THAN THE CONSTRUCTION ENTRANCE(S). FENCING SHALL BE INSTALLED TO CONTROL TRAFFIC. UNLESS OTHERWISE NOTED, DRAWING 15 NUT TO SCALE (NIS) STD. PLAN - 215.10 ,• DEPARTMENT PUBLIC WORKS STABILIZED CONSTRUCTION ENTRANCE APPGVED 9/28/2018 1 v,l, <w:.., u.: r•„• . DATE nco mp as s ENGINEERING & SURVEYING Western Washington Division 165 NE Juniper Street, Suite 201 • IssaQuah, WA 98027 • Phone: (425) 392-0250 Eastern Washington Division L--, 407 Swiftwater Blvd. • Cle Eluin, WA 98922 • Phone: (509) 674-7433 NO. :45 At J MAX. RAINAGE GRATE TRIM (;RA IL IRAML.- _ C_ OVERFLOW BYPASS 1 ' BELOW INLET GRATE DEVICE SEDIMENT AND DEBRIS ry`' FILTERED WATER SECTION VIEW DRAINAGE GRATE (RECTANGULAR GRATE SHOWN) RETRIEVAL SYSTEM (TYP.) Ail OVERFLOW BYPASS(TYP.) BELOW INLET GRATE DEVICE ISOMETRIC VIEW NOTES: I. PROTECTION SHALL BE PROVIDED FOR ALL STORM DRAIN INLETS DOWNSLOPE AND WITHIN 500 FEET OF A DISTURBED OR CONSTRUCTION AREA, UNLESS THE RUNOFF THAT ENTERS THE CATCH BASIN WILL BE CONVEYED TO A SEDIMENT POND OR TRAP. 2 INLET PROTECTION SHALL BE USED TO PROTECT THE DRAINAGE SYSTEM. 3. THE CONTRIBUTING DRAINAGE AREA 161UST NOT BE LARGER THAN ONE ACRE 4. SIZE THE BELOW INLET GRATE DEVICE (BIGD) FOR THE STORMWATER STRUCTURE IT WILL SERVICE. 5. THE BIGO SHALL HAVE A BUILT-IN HIGH -FLOW RELIEF SYSTEM (OVERFLOW BYPASS). 6 THE RETRIEVAL SYSTEM MUST ALLOW REMOVAL OF THE BIGD WITHOUT SPILLING THE COLLECTED MATERIAL. 7. PERFORM MAINTENANCE IN ACCORDANCE WITH STANDARD SPECIFICATION 8.01.3(15). 8. ANY SEDIMENT IN THE CATCH BASIN INSERT SHALL BE REMOVED WHEN THE SEDIMENT HAS FILLED ONE-THIRD OF THE AVAILABLE STORAGE. THE FILTER MEDIA FOR THE INSERT SHALL BE CLEANED OR REPLACED AT LEAST MONTHLY. UNLESS OTHERWISE NOTED, DRAWING IS NOT TO SCALE (NTS) STD. PLAN - 216.30 • PUBLIC WORKS APPR LD '+It DEPARTMENT CATCH BASIN INSERT GAZ 9/28/2018 1 DATE ROOTS 1 - AI One sign per 50 feet, (minimumof 2 signs) TREE PROTECTION FENCE DETAIL. I I I t t I I I I I j6 Ft. Temporary _ I Chain Link Fence SURVEYED: SCALE VERTICAL: NAVD 1988 SDM 1 " = 20 HORIZONTAL: NAD 1983/1991 DESIGNED. NEM DRAWN., TLK ONE INCH DATU M AS-BUILTS KMR 1051221231 KMR CHECKED: AT FULL SCALE NEM IF NOT ONE INCH REVISION BY DATE APPR I APPROVED: NEM SCALE ACCORDINGLY Pcx)TS NO TRESSPASSING PROTECTED TREES :45 At 0 Cl T Y OF RENTON Planning/Building/Public Works Dept. CRAM 12' DEPTH 2" - 4' ROCK 24' MIN. SETTLING DEPTH v Yi"M7 ' 35'-5' (., ` J; 1.5' MIN SEDIMENT STORAGE NOTES: 1. MAY BE CONSTRUCTED BY EXCAVATION OR BY BUILDING A BERM 12" OVERFLOW DEPTH OUTFLOW CHANNEL IF r CONSTRUCTED BY I n EXCAVATION 12"DEPTH 314'-1112' WASHED GRAVEL FILTER FABRIC FENCING i UNLESS OTHERWISL NOTE O, DRAWING IS NOT 70 SCALF (NTS) STD. PLAN - 211.00 •®, PUBLIC WORKS APPR tED �It DEPARTMENT SEDIMENT TRAP GAZ g/2g/2plg DATE AS -BUILT DRAWINGS PLAN THESE AS -BUILT DRAWINGS AND THE INFORMATION SHOWN ACCURATELY REFLECT EXISTING FIELD CONDITION: AS OF 05122123 (DATE SIGNED) BY: KEVIN M. REESE - --� �- 05/22/23 PROFESSIONAL ENGINEER OR DATE PROFESSIONAL LAND SURVEYOR :45 00 O (O U NIP z 0 0 R-408205 CC) IN COMPLIANCE WITH CITY OF RENTON STANDARDS � O J 28 HUNDRED UNIT L 0 T SUBDIVISION TESC DETAILS Q) W DATE: 1211312021 F'IELDBOOK' N/A PAGE: NIA T DRAWING N0: 1666.3 y oo SHEET., 5 OF., 12 N CN 00 O d- END CURB STA:11 06.28, 13' RT ELEV=354.74 ab 16' UNIT LOT I DRIVEWAY C/L I 2.88, 13' RT Z TA:10+9 ELEV 354.55 R=303.70'- L=60.15'� °20'55" A =11 BEGIN 1 ' ROAD SECTION STA:1 +48.71, 13' RT Z ELEV=354.13 R=20.00' L=6.34' 0 A=18°10'24" 0 � STA:10+4 .72, 12.07' RT (� ELEV=354.08 N R=20.00' L=10.82' - A=31'00'11 " 0 � n BEGIN CURB STA:10+3114, 11.88' RT 11154, 00 LLJ LLJ I CURB DETAIL SCALE 1" = 10' S. W. 114 OF S. W. 114 OF SECTION 04, T. 23 N., R. 05 E., W. M. k \ - CITY OF RENTON, STATE OF WASHINGTON o w" \ Cn SAWCUT AND REMOVE a �' ONSITE PORTION OF MATCH EXISTING \ I Cn EX. CONC. DRIVEWAY SIDEWALI( <_ Q � �o W \ a � J \ CLEAR ENTIRE SITE EXCEPT FOR TREES TO BE Z U I RETAINED. ARBORIST TO BE ONSITE DURING THE 16' UNIT LOT DRIVEWAY ° ` ` cn o \ X. SSMH #3 INSTALLATION OF ANY PROPOSED IMPROVEMENTS SEE SECTION SHEET 7 .a ' I L - o \ WITHIN THE DRIPLINES OF RETAINED TREES. V) \ \ TREES TO BE RETAINED : <. 353.50 m ,d 353.50 °'. 353.50 5 SIDEWALK -5' CONCRETE 1. ° REMOVE EX. UTILITY SIDEWALK FLUSH e . p cn o 25' END CURBS FROM � � POLE AND RELOCATE 3S _W/ PAVING ' DRIVEWAYS EDGE ° . STREET LIGHT. . TAPER TO EXISTING MATCH EX. - ADA TRANSITION PER 353.50 353.50 FF ELEV. 354.50 co co 353.50 a ff THICKENED EDGE IDEWALK °.o.� WSDOT F-$0.16-03 ` ' b6' UNIT LOT DRIVEWAY vo I. . ' I' STA:21+03.57, 20.87' LT LLJ'. aa° : °.354,01'-353.84. a^ ,a . _ . ELEV 351.82 o \ PER C.O.R STD PLN 104.3 \ NIT L 1 353: 94 35 .74 353.60 2 3 4 5 01 o o \ T .I DRIVEWA +00 353.60 �\\� / / 1C14t � a. v a a �. 1 0 I ° I20 8+ FF ELEV. 354.60 0 I 52. 8 3 PROPOSED DRIVEWAY 353.60 352.80 ACCESS PER I 25'' \ 353.60 �/ = o C.O.R STD PLN 104.3 I � I ~ W I ° 6 Uj U I FF ELEV. 353 80 NOTE: BUILDINGS AND ASSOCIATED SIDEWALKS AND GARAGE ENTRANCES WILL BE CONSTRUCTED WITH SEPARATE APPROVED BUILDING PERMI IS Q U 1 Q .a I 352.80 7 c~ ? 353.60 353.60 353.60 353.60 352.80 352.80 352.80 352.80 `" f T. ° 8 W A fi Bio Pod Shifted Rim .60 I 4 ° I IE 6" 348.9� In I 1 E" 347.04 Out SEE CURB EL7= _7 7�= DETAIL L s -� -- �� New Type 48 Structure THIS SHEET r ______ __ __ _____ RIm 352,50 REMOVE EX. SIDEWALK 2S'S-VZ A, 20,8 2-ON - . - ° ' " - - - ;} , . - - IE 6" In 46. In Lo & REPLACE W/ NEWdFl I E 0" Out ,346.85 Out CURB AND SIDEWALK -- SEE C.O.R. STD PLANS 101,102,103 MATCH EX. SEE SECTION SHEET 7 SIDEWALK M M M -M M. M M o' HARRINGTON AVE N.E. o (RESIDENTIAL ACCESS) 360 EXISTING STRUCTURES: EX. SDMH# 1 EX. SDMH# 6 MATCH EX. RIM=352.22 RIM=354.03 INV=341.87 (12"CMP-SW) INV=346.03 (18"PVC-N&S) INV=339.22 24"CMP-NE EX. INV=338.82 (36"CMP) E&W) EX. CB# 1 RIM= 351.39 EX. SDMH# 2 INV=350.19 (8"CONC-SW) INV=352.38 INV=348.23 (8-CONC-NE) EX. CB #2 INV=348.13 (12"ADS-NW) RIM=351.71 350 INV=339.83 (24"CMP-N) INV=348.96 (12"ADS-N) INV=339.18 (24"CMP-SW) INV=348.91 (12"ADS-S) I� EX. SDMH # 3 EX. CB #3 W/ BEEHIVE RIM=351. 99 RIM=351.33 UNABLE TO OPEN INV-348.58 (TOP 15') INV=347.43 (15"PVC-W) EX. SDMH# 4 RIM=352.10 EX. CB #4 INV-340.17 (18"PVC-N) RIM=351.97 INV=340.05 (18"PVC-S) INV=348.97(W) NEW INV=344.13 (12" E) EX. SSMH #1 EX. SDMH#5 RIM=352.26 RIM=352.20 INV=338.25 (8"CONC-N,W&E) 340 INV=343.73 (18"PVC-N) INV=338.05 (8"CONC-S) INV=343.46 (15"PVC-E) EX. SSMH #2 INV=340.29 (18"PVC-S) RIM=354.39 o INV=343.64 (8"CONC-N&E) INV=343.51 (8"CONC-S) �o V) EX. SSMH #3 RIM= 355.23 to INV=345.08 (8"CONC-E) w INV=344.98 (8"CONC-W) z W co co Know what's below. Call before you dig. o w SEX. SDMH# 6 W(N Q o�0 3 0 m LO 00 00 r+ I-o c6 Q II J Q II ~ J c W =rn U W W� 3 z Ito o 0 w 1 NOTE OVERHEAD LINES MUST BE UNDER - GROUNDED AND POLE MUST BE REMOVED AS PART OF THIS PROJECT. PLEASE COORDINATE WITH FRANCHISE UTILITY PROVIDER PRIOR TO CONSTRUCTION. FRANCHISE PERMITS WILL BE REQUIRED. REMOVE EX. DRIVEWAY, REPLACE CURB & RESTORE PLANTER PER LANDSCAPING PLAN SEE C.O.R. STD PLANS 101, 102,103 EX. 'CB# 4 xs I. REMOVE & REPLAC EX. 11 CURB/SIDEWALK AT NEAREST JOINT ------- EX. SDMH#5 EX. SDMH# 4 Fx SSMH# 1 ! CB# 1 EX. SDMH# 2 �- EX. SDMH# 1 Q0 �o 0 + N LO Q z'360 ACK OF WALK 4 z 5 ROW DEDICAT N-1 25' ELEV=354.7f ^LO STA. 7100,30 6 98.81 STA. 7+85t +1 EXISTING GROUND CB#1, TYPE 1 UTTER GRADE 1� ^ AT CENTERLINE W/VANED GRA BOW ELEV=354.55t RIM=353.88 FINISHED GRADE AT STA cn Ln - IE-351 06; 8 ()351.08 CENTER INE ELE .5+32.50 =352.06 . . . . . 25'. ROW . 1-1.5' ROW DEDIC I 1.20% - 100 LF 8" CPE ® 1.1 % 61 LF 8" DI 1.31q 0 i10, ... ... .00% f-.. 25' ROW . . . . . . . . . . . . . . . . . . . . . . . . . . . . ... . . ... ... .. .. . .. ... .. ... PROPOSED . ... ... .. .. ... .. ... .. .... ... ... �. ... ... ... ... . .. 8 WA TER ........... . +37. 7, 0.16 R STA: B13, TYPE 1 GRATE ... . . ... ... .. .................... 182 LF 8" PVC @ 1.007 ........... 5 ......... 98.39, 0.56' RT . - - - --I 66 LF 8" PVC @ 1.0 %NED 52.28RIM _ CB 2 TYPE 1 # , /VANED GRATE STA: 8+13. 3, 6' LT PROPOSED " SEWER IE389'�0 (N' W . . . 3488 OVER SSMH #1 (CONSTRUCT EXMAIN) STA: +47.74, 6' LT RIM=359-k68 52.58 349.18 (N) RIM-354.9 (MATCH EXISTIN) SSMH . . . . . . . . . . . . . . . . . . . . . . IE= N,S 8» ( ) #2 IE=344.56, 8" PVC. (S) .. RIM= 54.56 . . . 49.98 S :5+64.53; 6' LT IE=344.56, 8" CONC. (E) IE=3 5.32 8" PVC S SS H #3 IE=344.46, 8 CONU W IE-3 5.22, 8" PVC (N) RI=352.37 (SEE C.O.R. STD PLAN 400.1 .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ... . . . . . . . IE 347.14, 8'. PVC . N) . .......... ................... ... EXISTING PROFILE' ....................................................... GRADE ... .......................................................................... .......... PROPOSED PF OFILE GRADE co`0 C.� to �� to �� wry 00 �� co to�- �. o.N off.. rn ... �o �.� � o.� N ... ... . rn . ... ... � e} .� . .� . LO �LO e} .� .�t �.rcj . .� Nj � to Lc�i Nj LC).(y . �. "� N. .� N .nj �. Cy. .� W Li W W W 4 W W W. W W. W. W W. W W W Li W .W W 330 8+20 8+00 Encompass ENGINEERING & SURVEYING Western Washington Division 165 NE Juniper Street, Suite 201 • IssaQuah, WA 98027 • Phone: (425) 392-0250 Eastern Washington Division 407 Swiftwater Blvd. • Cle Elum, WA 98922 • Phone: (509) 674-7433 7+00 6+00 ROAD A (TRACT B UNIT LOT DRIVEWAY) HORIZ. 1 "=20' VERT. 1 "=5' SURVEYED: SCALE' SDM VERTICAL: NAVD 1988 DESIHORIZONTAL- W1 '+ = 20' HORIZONTAL- 198311991 NEM DRAWN: TLK ONE INCH DATU M 1 AS-BUILTS KMR 05122123 KMR CHECKED: AT FULL SCALE NEM IF NOT ONE INCH NO. REVISION BY DATE APPR APPROVED: NEM SCALE ACCORDINGLY 355 STA. 5+20.5f MATCH EX GUTTER ELEV=351.83t 350 345 340 335 I 330 5+00 CITY OF RENTON Planning/Building/Public Works Dept CONSTRUCTION NOTES: 01 STA: 7+0&306+98.81 C611, TYPE I W/VANED GRATE RIM=353.88 IE=351-24, 8" (S) 351.08 SEE C.O.R. STD PLANS 200.00 02 100 LF 8" CPE ® 1.10% Q3 STA: 5 i 9&05 5+98.39, 0.56' RT C8#2, TYPE I W/VANED GRA TE RIM=3§2.68- 352.58 IE=35a 8" (N,S)349.98 SEE C.O.R. STD PLANS 200.00 ® 61 LF 8" DI ® 1.18%1.31 % 05 STA: 5 i 3&46 5+37.47, 0.16' RT C6113, TYPE I W/VANED GRA TE RIM=351.94 352.28 348.98 (W IE=349-.2 8" (N,S,W)349.18 (N) SEE C.O.R. STD PLANS 200.00 © 51 LF 8" CPE ® 0.50% 07 4'X6' (ID) BIOPOD BIOFILTER UNDERGROUND MODEL BPU-4618 RIM=352.60 IE IN=349.04 IE OUT=347.04 SEE DETAIL SHEET 7 ® 18 LF 8" CPE 0 0.50% 09 STA: 3+3&515+35.37, 68.32' LT C614, TYPE 2-48" RIM=35k5:h 352.51 IE=348.2-3, 6" (SE) 344.86 IE=3446" (N) 344.66 IE=34+4 12" (W) 344.46 QO 3B LF 12" CPE ® 1. e6N 2.51 % 11 CONNECT TO EXISTING SDMH RIM=352 10 352.08 IE=340.17 (18"PVC-N) IE=340.05 (18"PVC-S) NEW IE=34+13 (12" E) 343.68 ® SAWCUT AND REPLACE IN KIND SEE C.O.R. STD PLAN 110 ® 18"x18" CONCRETE YARD DRAIN W/METAL GRATE RIM=3535-- (MATCH FG)354.14 IE=35030, 6" (S,SE) 350.44 (S) 351.44 SE) ® 18 x18" CONCRETE YARD DRAIN W/METAL GRATE RIM=352.,- (MATCH FG)353.32 IE=349.-70, 6" (N,SE)349.82 (N) 350.82 (SE) © 18"x18" CONCRETE YARD DRAIN W/METAL GRATE RIM=3532f (MATCH FG) IE=346.95, 6" (N,SE) ® 96 LF 6" PVC % 2.00% ® SDCO RIM=352.8_+ (MATCH FG) IE=346.85, (N,NW,S) ® 5 LF 6" PVC ® 2.00% 19 SDCO (OVERFLOW) RIM=352.6f (MATCH FG) IE=346.95, (SW,S) ® 69 LF 6" PVC ® 14.25% NOTES: 1. ALL CONSTRUCTION MATERIALS AND CONSTRUCTION TECHNIQUES SHALL BE PER CITY OF RENTON STANDARDS AND SPECIFICATIONS. 2. MAILBOXES SHALL BE PER LISPS STANDARDS AND APPROVED LOCATIONS. y 0 5 10 20 NORTH SCALE 1" = 20' © SDCO RIM=353.4-+ (MATCH FG) IE=349.60, (N,NW,S) ® 5 LF 6" PVC ® 2.00% ® SDCO (OVERFLOW) RIM=353.5.+ (MATCH FG) IE=349.70, (SSW) ® 6 LF 6" PVC ® 3.33% ® SDCO RIM=353.4-+ (MATCH FG) IE=350.50, (NE,S) ® 5 LF 6" PVC ® 2.00% ® SDCO (OVERFLOW) RIM=353.5.+ (MATCH FG) IE=350.50, (NSW) ® 6" PVC ROOF DRAIN ® 1.0% MIN. (TYP) ® 5 LF 6" PVC ® 2.00% ® SDCO RIM=352.5f (MATCH FG) IE=348.33, (NW,W) © 78 LF 6" PVC ® 2.00% ® SDCO RIM=3530.+ (MATCH FG) IE=349.89, (NE, W) ® 35 LF 6" PVC ® 2.00% ® SDCO RIM=3534_- (MATCH FG)353.35 IE=350.59, (NSW) ® 21 LF 6" PVC ® 2.00% ® SDCO RIM=3535- (MATCH FG)353.42 INV=351.01, (NE,S) ® 12 LF 6" PVC % 2.00% ® SDCO (OVERFLOW) RIM=353.5-+ (MATCH FG) IE=351.25, (NSW) ® 18"xl8" CONCRETE YARD DRAIN W/SOLID LID RIM=353.5f IE=351.25, 6" (SW) ® 40 LF INFILTRATION TRENCH BMP WITH 6" PERFORATED PVC PIPE (LEVEL) IE=351.25 BOTTOM OF ROCK=349.75 SEE C.O.R. STD PLAN 225.20 ® 75 LF INFILTRATION TRENCH BMP WITH 6" PERFORATED PVC PIPE (LEVEL) IE=346.95 BOTTOM OF ROCK=345.45 SEE C.O.R. STD PLAN 225.20 ® 50 LF INFILTRATION TRENCH BMP WITH 6" PERFORATED PVC PIPE (LEVEL) IE=349.70 BOTTOM OF ROCK =34&20 SEE C.O.R. STD PLAN 225.20 ® 45 LF INFILTRATION TRENCH BMP WITH 6" PERFORATED PVC PIPE (LEVEL) IE=350.50 BOTTOM OF ROCK=349.00 SEE C.O.R. STD PLAN 225.20 ® STA: 7+03.67, 9.6' RT INSTALL NDCBU 11 BOXES PER DETAIL ON SHEET 10 AS -BUILT DRAWINGS PLAN THESE AS -BUILT DRAWINGS AND THE INFORMATION SHOWN ACCURATELY REFLECT EXISTING FIELD CONDITIONS AS OF 05122123 DATE SIGNED BY: KEVIN M. REESE 00 Q_ C 05/22/23 W-408202 � PROFESSIONAL ENGINEER OR DATE S-408202 0 PROFESSIONAL LAND SURVEYOR R-408206 IN COMPLIANCE WITH CITY OF RENTON STANDARDS F- M.1? of wasgl40 49917 �w S7VE 0NAL LA10��4z 5/22/23 28 HUNDRED UNIT L 0 T SUBDIVISION GRADING, DRAINAGE, UTILITY PLAN & PROFILE Q) W CITE., 1211312021 2) OOK: N/A PACE., PAGE: NIA T DRAWING NO.,y 1666.3 oo SHEET., 6 OF., 12 N 4 S. W. 114 OF S. W. 114 OF SECTION 04, T. 23 N., R. 05 E. W. M. CITY OF RENTON, STATE OF WASHINGTON 0 d- z O V) O J O N 036.00" ACCESS COVER & RISER. INLET/OUTLET ACCESS COVER & RISER, SIZE, QUANTITY &-� LOCATION MAY VARY. 0 BIOFILTRATION CHAMBER. CONCRETE TOP SLAB. -CONCRETE BASE SECTION. OUTLET PIPE, \ \\ \ 018.00 \\\\\ \\ MAXIMUM. 04.00" PVC SLOTTED UNDERDRAIN }� UNDERDRAIN PIPE. OUTLET \ INLET PIPE, ORIFICE CAP. 018.00" MAXIMUM. OUTLET CHAMBER. INLET WINDOW BYPASS WEIR. IN DIVIDER WALL. INLET CHAMBER. DIVIDER WALL. DRAIN DOWN DEVICE, ISOMETRIC VIEW (SLOTTED PVC). FILTER MEDIA & DRAIN ROCK NOT SHOWN FOR CLARITY. NOTES: SCALE: 1 X 1. CONTACT OLDCASTLE STORMWATER FOR ENGINEERING ASSISTANCE AND DETAIL DRAWINGS. 2. CONCRETE COMPONENTS SHALL BE MANUFACTURED IN ACCORDANCE WITH ASTM C890 & C913. US Patents Pending Q BioPod TM Biofilter Oldcastle° INFRASTRUCTURE Underground THIS DOCUMENT IS HE 19 R Cltle GINIaer.com THE DOCUMENT IS THE PROPERTY OF INTERESTS OF INF ID CON CNR C INC. n E SUBMITTED FOR REFERENCE PURPOSES ONLY ANGHTE RENOT BE USED IN ANY WAV INJURIOUS TO THE INTERESISOFSAIO COMPANY.COPYRIGHT®RR150LGCASTLE INFRASTRUCTURE, INC. ALL RIGHTS RESERVED. Bioretentionl Vault with Internal Bypass "co ECO-0158 DATE Biofiltration �/� BPU-IB A JPR 1/7/19 JPR 10/4/18 SHEET 1 OF 2 N B1 DIMENSION 'T_ 6" TYPICAL B DIMENSION WALL THICKNESS O OUTLET, 018.00" MAXIMUM. UNDERDRAIN OUTLET 04.00" PVC SLOTTED ORIFICE CAP. UN6ERI RAN PIPE Al BYPASS WEIR. A pIMENSION L_LjA �\ -JJ )) DIMENSION INLET WINDOW. - DRAIN DOWN DEVICE. (� E? � I I INLET, 018.00" MAXIMUM. PLAN VIEW OP SLAB NOT SHOWN IN THIS VIEW FOR CLARITY, ACCESS COVERS SHOWN IN PHANTOM. INLET/OUTLET ACCESS COVER & RISER, 036.00" ACCESS COVER & RISER. SIZE, QUANTITY & LOCATION MAY VARY. DIVIDER WALL.-` INLET, NEARSIDE. BY OTHEf�S 2" MULCH J 60" BYPASS WEIR.- \\\XXX MINIMUM INLET WINDOW. x. Sn.: v,- «l „ UNDERDRAIN OUTLETS y '1i' t� A''r a:1 r+" 18 STORMMIX t;ry 1.{ ,, K.y ev ti OFF:';}.., +* v rti s ORIFICE CAP, FARSIDE. '° " -ti=� Sr MEDIA OUTLET, FARSIDE, 6" DRAIN ROCKI (AT FLOOR). DRAIN DOWN DEVICE. SECTION A -A 04.00" PVC SLOTTED UNDERDRAIN PIPE. 3 rho Do USE MODEL BPU-461B MODEL VAULT SIZE (ID) VAULT FOOTPRINT' (OD) TREATMENT FLOW 2 CAPACITY (GPMICFS) TREATMENT FLOW s CAPACITY (GPMICFS) A DIM B DIM Al DIM Bi DIM BPU-461B 4' V 5' T 25.610.057 28.810.064 BPU-481B 4' 8' 5' 9' 38A10.086 43.210.096 BPU-4121B 4' 12' 5' 13' 64.010.143 72.010.160 BPU-661B 6' 6' T T 38A10.086 43.210.096 BPU•681B 6' 8' T 9' 57.610.128 64.810.144 BPU-6121B 6' 12' T 13' 96.010.214 108.010.241 BPU-8161B 8' 16' 1 9' 17' 179.210.399 201.610,449 'All Dimensions Are Nominal 2 Based on an WA Ecology GULD Approval for Basic, Enhanced & Phosphorus. At 1.60 gpm/sf Media Surface Area. a Based on an NJCAT Verification & NJ DEP Certification. At 1.80 gpm/sf Media Surface Area. US Patents Pending m BioPod TM Biofilter Oldcastleo INFRASTRUCTURE Underground Ph: 80ENT IS T8819 OFoldcOLDMOrmwater.com THE IN LIMMY WAY INJURIOUS IOUSPROPERTYTOOFTERESTS OI SAD COPANY.,INC. ITESUBMOTEDFOR RE EIRENCINFRASTRUCTURE, INC. Y RIGHTS RESOTBE �+[+ USED IN MY WAY INJURIOUS TO THE INTERESTS OF SNDCOMPANY.COPYRIGHT®2Di80L0CASTLE INFRPSTRUCTURE,ING ALL RIGHTS RESERVED. Bioretention/ Vault with Internal Bypass DRAWING 10. REV ECO EC0-111511 DATE Biofiltration YP BPU-IB A NEW 1/7/19 JPR 10/4/18 SHEET 1 OF 2 Know what's b@SOW. Call before you dig. J EX. SSMH RIM=352.20 INV=338.25 (8"CONC-N,W&E) INV=338.05 (8"CONC-S) SS- W W �W W 19+7 0 � FOUND MONUMENT IN CASE S GV GV X I � s I I I 18 LF 8" CPE ° I ® 0.50'%4'X6' ID BIOPOD ) 4 BI 0 • • - - - - - - - - - - 30. 00- SD m �SD - 0ST: 20+30.5, 3' LT MATCHEIDEWXALK BEGIN SIDEWALK I x Lo IZD � N 360 CONNECT TO EXISTING SDMH STA: 31 +00 352.08 RIM=352L 1 INV-340.17 (18"PVC-N) INV=340.05 (18"PVC-S) NEW IE=34+ f 3 (12" E) 343.68 Encompass ENGINEERING & SURVEYING Western Washington Division 165 NE Juniper Street, Suite 201 - IssaQuah, WA 98027 - Phone: (425) 392-0250 Eastern Washington Division 1 407 Swiftwater Blvd. - Cle Elum, WA 98922 - Phone: (509) 674-7433 NO. 350 Kid W 330 31+10 31+00 SS L 51 LFCPE W. . . . . . . . W E - W .W 21 01 REMOVE/REPLACE EX. CURB/SIDEWALK SEE C.O.R. STD PLANS 101, 102, 103 SEE SECTION SHEET 7 SD - BEGIN CURB STA. 20+3Z88, 21' LT ELEV=351.46 da SS SS =W 16' UNIT LOT DRIVEWAY STA: 21+03.57, 20.87' LT ELEV=351.82 PER C.O.R STD PLN 104.3 STA: 30+68.38, 0.8 ' RT C614, TYPE 2-48 4'X6 (ID) BIOPOD BIO LTER RIM= 352.51 . . UNDERGROUND MODEL BPU-461B ... .. 344. 1 i61E=348-. 6" N) RIM 352.60 344.8 IE=34+9-3; 6" (E) IE 1 =349.04 IE 0 T=347.04 _ +4312" I-E344.46' SEE DETAIL SHEET 7 - _ EX. 1 VATER MAIN 51 LF 8" CPE 0 0.50% 3130• LF 12" ... .. .. ... ... .. . CPE ®. . 2.51% PROPOSED ... ... .. . . SEWER N. N .� . N N. N N .N n n N N n n LL =:� W �... .. W w ... ...W �. ... .. w w STORM PROFILE HORIZ. 1 "=20' VERT. 1 "=5' H z 0 5 10 20 SCALE 1" = 20' d r I °d �.°.. d 4 d d q END CURB q.. STA. 21+71.92, 20.8' LT a ELEV=352.16 d . SS Ss- N.E. 12TH ST. w W (COLLECTOR ARTERIAL) W W- - 22+100 SS CONSTRUCT SIDEWAPK SD - AROUND EX. ELECTRIC CABINET SD -� REMOVE/REPLACE - CURB/SIDEWALK TO EX. DRIVEWAY CURBCUT SEAM 360 STA:3o+e029+99.98, 0.12' LT 0013, TYPE 1 W/VANED GRATE RIM=351.94-352.28 348.98 (W IE=349.2 8" (N,W) 349.18 (N SEE C.O.R. STD PLANS 200.00 355 CN LO 350 �1t1�7 330 30+00 29+90 M . �� OF�WAS%I ,�� �� o 49917 "GISTEg� AL LAI��� � IL R 26.5' ROW 25' EX. ROW - 25' EX. ROW " 8' PLANTING/ INFILTRATION STRIP 1. 5' 13' - DEDICATION 11' EX. PAVEMENT , lyl I� 5' SIDEWALK 0.5 ---------------------------- ------------------------------ - MATCH EX. PAVEMENT NEW CEMENT CONCRETE REMOVE EX. CURB/SIDEWALK SIDEWALK PER C.O.R. STD PLAN 102 NEW PAVING SECTION PER NEW CURB &GUTTER PER C.O.R. STD PLAN 103 C.O.R. STD PLAN 101 NE 13TH STREET SECTION (RESIDENTIAL ACCESS) NTS AS -BUILT DRAWINGS PLAN THESE AS -BUILT DRAWINGS AND THE INFORMATION SHOWN ACCURATELY REFLECT EXISTING FIELD CONDITR AS OF 05122123 (DATE SIGNED) BY: KEVIN M. REESE 05122123 PROFESSIONALL ENGINEER OR DATE PROFESSIONAL LAND SURVEYOR SURVEYED: SCALE., SDM VERTICAL• NAVD 19M 1 '+ = 20' HORIZONTAL- NAD 198311991 DESIGNED: NEM DRAWN: TLK ONE INCH DATU M AS-BUILTS KMR 051221231 KMR r CHECKED: AT FULL SCALE NEM IF NOT ONE INCH REVISION BY DATE APPR I APPROVED: NEM SCALE ACCORDINGLY R 32.5' EX. ROW 25' EX. ROW 7'5 6' PLANTING/ DEDICATION ~INFILTRATION STRIP 5' SIDEWALK 20't EX. _ PAVEMENT yl I� 0.5' NEW CEMENT CONCRETE J MATCH EX. PAVEMENT SIDEWALK PER C.O.R. REMOVE EX. CURB/SIDEWALK STD PLAN 102 REMOVE EX. SIDEWALK NEW PAVING SECTION PER C.O.R. STD PLAN 103 NEW CURB PER C.O.R. STD PLAN 101 NE 12TH STREET SECTION (COLLECTOR ARTERIAL) NTS PLANTER WHERE SHOWN ON PLAN 16' - 5' 8' 5' SIDEWALK PER EXTRUDED 6" C.O.R. STD PLAN 102 CONCRETE CURB ----- Cl T Y OF RENTON Planning/Building/Public Works Dept. R 25' EX. ROW �- 2% 6" CEMENT CONCRETE TRAFFIC CURB PER COR STD PLAN 101 (SHEET 10) 4" HMA CLASS 1/2" 64-22 8" WATER 8" STORM 3" CRUSHED SURFACING TOP COURSE 6' 6 3" CRUSHED SURFACING BASE COURSE O~ 8" SEWER SUBGRADE (95% COMPACTION) 00 O n- Q_ TRACT B UNIT LOT DRIVEWAY SECTION Z NTS (O � J R-408207 m r:D v J IN COMPLIANCE WITH CITY OF RENTON STANDARDS F- O J 28 HUNDRED UNIT L 0 T SUBDIVISION STORM PROFILE PLAN & DETAILS cr� DATE., 1211312021 OOK: N/A PACE., PAGE: NIA T DRAWING N0: 1666.3 y oo SHEET., 7 OF., 12 N Cc O d- CN o N EXISTING STRUCTURES: EX. SDMH# 6 RIM=354.03 INV=346.03 (18"PVC-N&S) EX. CB# 1 RIM=351.39 INV=350.19 (8-CONC-SW) EX. CB #2 RIM= 351.71 INV=348.96 (12"ADS-N) N INV=348.91 (12"ADS-S) 00 EX. CB #3 W/ BEEHIVE O RIM=351.33 d- INV=348.58 (TOP 15") INV=347.43 (15"PVC-W) EX. CB #4 N RIM=351.97 INV=348.97(W) EX. SSMH #1 RIM=352.20 INV=338.25 (8"CONC-N,W&E) INV=338.05 (8"CONC-S) EX. SSMH #2 RIM= 354.39 INV=343.64 (8"CONC-N&E) INV=343.51 (8"CONC-S) 7 OL EX. SSMH #3 RIM=355.23 (f� INV=345.08 (8"CONC-E) INV=344.98 (8"CONC-W) CQ V) O O 00 N O S. W. 114 OF S. W. 114 OF SECTION 04, T. 23 N., R. 05 E., W. M. CITY OF RENTON, STATE OF WASHINGTON v I I NORTH \ SAWCUT AND REMOVE \ ONS17E PORTION OF Cn w o \ or_ `� EX. CONC. DRIVEWAY \ \ N 0 5 10 20 �o LU \ \ a. W LU n f i s U) Z ELEC1 RIC EASEMENT = °. '. ND SCALE 1 20 a s •v m v . \ ° ° L d WCT 8/4fJK $fHihab CtiJa9 LtNf \ REMOVE EX. UTILITY \ ,' POLE AND RELOCATE OUI I+QL \ o TER ST LIGHT _ FF ELEV. 354.50 rY34 \ W6 = <° (Y m m m s . 1 o S2 UNIT L 6' 0+ 13 DRI VEW +00 0+57 ' 0+86 1+09 f+00 �1+69 A 4+45 0+31 9 t-56 '1-91 i+A7 $5 J+4 . �'!-st. 6'. "'� 1\ �. ° 11 1+2 1+42 1+641I I WS \ 10 L11 LL . LLJ 1. LLI- -L-A 8+20 l� A w4 FF ELEV. 354.60 1182 LF 8" PVC W3 y AR L,7T EX_ 16 S3 SEWER ® 1:66 *� S1 -13' a. 0.89% ` - WA PET C, .R_ { S 67 e r 1 APX, CATOON EX, 8` 25' LF 8" PVC WA TER C.O.R. Cis REUSE EX. 3%4" I SEWER ®1.24% # WATER SERVICE FOR N {- ' IR ATION CONNECTION 2 3 4 5 6 7 8 IRRIGATION U (B OTHERS) �. FF ELEV.353.80 = Q I � I` I J 05 e_ W Z.i V. . ° d. _v°a a V ' }_ { 1 LLI o co ° ° I} Su Ln LLJ w LJ _ . o� -- ��y----------------C-,FFFffffffff L p p.a A. EX FH � LEGEND O FOUND MONUMENTIN C ® FOUND REBAR & CAP M WATER VALVE FIRE HYDRANT ® WATER METER n MAILBOX 360 SIGN POST POWER POLE MATCH EX. ® JUNCTION BOX CONNECT TO EX 6" CI MAIN W/ CUT IN TEE (BY CITY FORCES) M ¢ LIGHT POLE 1-676" TEE (MJXFL) GUY ANCHOR 1-6" GATE VALVE (MJXMJ) 1-6-X8o REDUCER (FLXMJ) o TELEPHONE RISER 1-8" SLEEVE 1-6, GATE VALVE ((FLXFL) © GAS METER 2-6" SPOOL 2-6" COUPLING 350 © POWER TRANSFORMER W/ THRUST BLOCKING CONCRETE SEE C.O.R. STD PLAN 300.2. ASPHALT TREE LEGEND FIR TREE CEDAR TREE 340 CHERRY TREE 3 w TREE (UNSPECIFIED) I W 3 I 00 � W m 330 z W ro ro Know what's below. Call before you dig. AS -BUILT DRAWINGS PLAN THESE AS -BUILT DRAWINGS AND THE INFORMATION SHOWN ACCURATELY REFLECT EXISTING FIELD CONDITIONS AS OF 05122123 (DATE SIGNED) BY- KEVIN M. REESE 05122123 PROFESSIONAL ENGINEER OR DATE PROFESSIONAL LAND SURVEYOR CONSTRUCTION NOTES: 15.46 6.07 O CONNECT TO EX 8" Cl MAIN Sl STA:8+f3.93, 6' LT 1-8 x8" CUT IN TEE (FLxFL) (BY CITY FORCES) SSMH #1 (CONSTRUCT OVER EX. MAIN) W/ THRUST BLOCK RIM=354.-9f (MATCH EXISTING)354.59 1-8" GATE VALVE (FLxMJ) IE=344+66, 8" PVC (S) 344.49 1-8" 22.5' VERTICAL BEND (MJXRJ) IE=34+W, 8" CONC. (E) 344.54 1-8" GATE VALVE (FLxMJ) EAST OF TEE IE=34+.4fr, 8" CONC. (W)344.39 2-8" SPOOLS, CUT TO LENGTH (SEE C.O.R. STD PLAN 400.1) 2-8" COUPLING 47.35 4.71 SEE C.O.R. STD PLAN 300.2. 52 STA:7+47.-74 6' LT SSMH 12 W2 234 LF 8" DI CL 52 RIM=354�6 354.52 IE=34& 8" PVC (S) 345.42 W© 1 " DOMESTIC WATER METER IE=34& 8" PVC (N) 345.32 W/ 1 1/2" SERVICE LINE AND DCVA FOR EACH UNIT, TIP. S3 6" PVC SEWER SERVICE FOR EACH UNIT PRV SHALL BE CONSTRUCTED ® 2% MIN. WITH CLEANOUTS PER C.O.R. WITH EACH UNIT PER C.O.R. STD STD PLANS 406.1 AND 403.1, TIP. PLANS 320.1, 340.5 AND 340.8, TIP. 63.43 5.45 S4 STA:5+6 W,, 6' LT W4 1-8" 11.25' BEND (MJxMJ) SSMH13 W/ THRUST BLOCKING RIM=3&2 37 352.85 IE=347}+, 8" PVC (N)347.05 W5 CONNECT TO EX 6" Cl MAIN S5 SEWER STUB AT MAIN STATION IS FROM W/ CUT IN TEE (BY CITY FORCES) D 1-6 X6" TEE (MJxFL) OWN STREAM MANHOLE 1-6" GATE VALVE (MJxMJ) 1-6 x8" REDUCER (FLxMJ) 1-8" SLEEVE (MJxMJ) 1-6" GATE VALVE (FLxFL) 2-6" SPOOL 2-6" COUPLING W/ THRUST BLOCKING SEE C.O.R. STD PLAN 300.2. W6 58 LF 8" DI CL 52 M M M M M M. M M . - Ex15TrhfGC+�178A1fUC{JTffR C8# 1 NEWIEXb'T✓,NG EX. 'CB# 4 LWTY PPE 6' HARRINGTON AVE N.E. EX..CB#. 3 _ 0 (RESIDENTIAL ACCESS) I - '� s, s. a Z �. �Pr�f r�• fi ������ f*�wk� o Al c EX. SD MH# 4 `� EX SDMN� 1 - ` , , EX. SDMH# 6 EX. SDMH#5 0 m LO � o : + 00 o + ^ 3 I_o Q II Q II o 00 z Lrk rn cn W W W��N) WN WIQ- 3 Oyu' emu' 3 0 zcn �w�n wci LIJ LI BACK OF WALK z .5' ROW DEDICATION­-1 25' ELEV=354.7f U� STA. 7+85t +I N LAISTING GROUND UTTER GRADE r\ ^ AT CENTERLINE BOW ELEV=354.55tFINISHED GRADE AT STA 5+32.50 LO Co CENTERLINE ELE=352.06 ---- _ .00o -- _ \ - --- - 25' ROW-11.5' R W DEDIC TI N - - - - ' MIN. COVER - ......................... 58 LF 8" DI CL 52 - O 25 ROW 234 LF 8" DI CL 52 1 ............... .... ............................. ... ... ............. 8-11.25' BEND (M xMJ) W/ THRUST BLO KING L I LF8"PVC®---J LF 8" PVC =STA8+1 " CLEAR 6 6.07 67 ® 1.2 % • PROVIDE ..................., 6' LT ETHA-FOAM SSMH 11 (ONSTRUCT OVER EX. MAIN) 4 .-74 .71 ...... ............... .. RIM= (MATCH EXISTIN )354.59 STA: +44 6' LT IE=344.56, 8" PVC (S) 34.4..9 SSMH >#2 63.43 5.4 RIM= 354.52 ... ... ... ... .. S :5+ 4.§3 6,5 LT IE=344-.5 8" CONC. (E)344.54 IE= 8" PVC S 345.42 SS 4H #3 IE=344.46, 8 CONC W 34 .39 IE= , 8" PVC (N) 345.32 Rl =35Z37 352.85 (SEE C.O.R. STD PLAN 400.1 .. ... ... ... ... ... ... ... .. ... ... ... ... ... ... .. IE 8" PVC N) 347.05 EXISTING PROFILE GRADE PROPOSED Ph OFILE GRADE O c .O - :q � .^ ^ rry O o N o. r} O o co vto LC) �h M .et M Mi M Mi Mi N Mi . � . . !} . �} �. e}. rcj r%j Lr). �. Nj . . . . C1j . . . . . LF)nj . C 4 Ln Lr)cy .� rj. L Ln Ln dL. C'i . ... . C'i c'i C� C'i C'i C� C� 'i Lw W w. L� W . LL w. li. . W W W `- L�, W LL . W. W W . W w. W . . W LL W W �! . 8+20 8+00 Encompass ENGINEERING & SURVEYING Western Washington Division 165 NE Juniper Street, Suite 201 • IssaQuah, WA 98027 • Phone: (425) 392-0250 Eastern Washington Division 1 407 Swiftwater Blvd. • Cle Elum, WA 98922 • Phone: (509) 674-7433 N0. 7+00 ROAD A (TRACT B UNIT LOT DRIVEWAY) HORIZ. 1 "=20' VERT. 1 "=5' AS-BUILTS REVISION 6+00 SURVEYED: SDM DESIGNED: NEM DRAWN: TLK KMR 051221231 KMR CHECKED: NEM BY DATE APPR I APPROVED: NEM SCALE., VERTICAL: NAVD 1988 1 '+ = 20' HORIZONTAL NAD 198311991 ONE INCH DATU M AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY CDI4TRACTOR S"LL W5TUI AND TESTAU NEW WATER dA,•tifN AND ATnN %s UP TO IT fTM-FCM 22 FROM ff(5Th1G 9" WA FLR J4MA1hr NY NL 12TH 57' _ CJTY FORCES Wu! RFR ORU RNAL C M EC M TO €WtthnG S' WA Ta:R JN ME]2FH WTT.4 T VALVF3 CUO-INANQ C'[]AMFE DW WIJ F1.V SLFf V.F MINI M CLEARANCE DEm, mAIL MENEM- 8'�i'&Ehf0�fL4,kh07111{iTH 8",d5'�€f4��l+��J W�'r+� dfFGAt[dG A*&4f ixa V j) TPJCAI ALL ML.W4 rA7WAL Ai L {iENOl No � VERnCAL aff?COW06 8" WATER FROM SIT€ F� TWG DUCT V NK 356 STk 5+2a5; , WA TC R EX GUT GR ELfV=JSa.�3t �' APPROX LOCAAA OF EX 18' UrA ...... •� .' fLfCTRI'C'++fL T . r.•. .. TOP ELEV a 31BI2-0 IL +. 350 . ......... SEE VMn----------------- --------------------- - - rammgw1• fll}ThW` my aaa rs wa, rfn;sra,r rvu. rrxam nu,, {" MfN SPARA7701' SE7W€EIV 7 A0TTCWOrDUL7BANK TOTOP wary+ 6'SIEFw�ua�r.sawCuxr�i�.�Dr CrciN TO EX a' C1 MAW Wol TER IME 345 0-8*X8' CUT W TEF (FLXFL) W CWY FORCE W TmwsT &-Orgy 0�- (f'LXW) jr4 ShpGICLf RQQLr jSTj AtJ 0 RYE7M[}Gir'AiYO -F'#3 r 00 O 061, IN +,$ 45 L+ER77[+�L L-9-1V) !3F QEF 7 1­8' GATE VALVE (FL1W) EAST OF 7Ef L 2-8" .51P011S, CUT TO LENGN O 2--6' COUPIWO 34-0 SEE C.aR. s'"f0 " 300.2. _ SKETCH PREPA RED BY ABDOUL GAFOUR I ER TIC CAL BEND ENLARGEMENT C;T3 OF REJ11TGN VIVA TER � � -RLITY MA;VAGER W-408203 Iwo _ m 335 330 5+00 A6ft6 Cl T Y OF V%'R] RENTON Planning/Building/Public Works Dept. S-408203 ' IN COMPLIANCE WITH CITY OF RENTON STANDARDS F- O 28 HUNDRED UNIT L 0 T SUBDIVISION WA TER, SEWER PLAN & PROFILE z W ro ro Know what's below. Call before you dig. AS -BUILT DRAWINGS PLAN THESE AS -BUILT DRAWINGS AND THE INFORMATION SHOWN ACCURATELY REFLECT EXISTING FIELD CONDITIONS AS OF 05122123 (DATE SIGNED) BY- KEVIN M. REESE 05122123 PROFESSIONAL ENGINEER OR DATE PROFESSIONAL LAND SURVEYOR CONSTRUCTION NOTES: 15.46 6.07 O CONNECT TO EX 8" Cl MAIN Sl STA:8+f3.93, 6' LT 1-8 x8" CUT IN TEE (FLxFL) (BY CITY FORCES) SSMH #1 (CONSTRUCT OVER EX. MAIN) W/ THRUST BLOCK RIM=354.-9f (MATCH EXISTING)354.59 1-8" GATE VALVE (FLxMJ) IE=344+66, 8" PVC (S) 344.49 1-8" 22.5' VERTICAL BEND (MJXRJ) IE=34+W, 8" CONC. (E) 344.54 1-8" GATE VALVE (FLxMJ) EAST OF TEE IE=34+.4fr, 8" CONC. (W)344.39 2-8" SPOOLS, CUT TO LENGTH (SEE C.O.R. STD PLAN 400.1) 2-8" COUPLING 47.35 4.71 SEE C.O.R. STD PLAN 300.2. 52 STA:7+47.-74 6' LT SSMH 12 W2 234 LF 8" DI CL 52 RIM=354�6 354.52 IE=34& 8" PVC (S) 345.42 W© 1 " DOMESTIC WATER METER IE=34& 8" PVC (N) 345.32 W/ 1 1/2" SERVICE LINE AND DCVA FOR EACH UNIT, TIP. S3 6" PVC SEWER SERVICE FOR EACH UNIT PRV SHALL BE CONSTRUCTED ® 2% MIN. WITH CLEANOUTS PER C.O.R. WITH EACH UNIT PER C.O.R. STD STD PLANS 406.1 AND 403.1, TIP. PLANS 320.1, 340.5 AND 340.8, TIP. 63.43 5.45 S4 STA:5+6 W,, 6' LT W4 1-8" 11.25' BEND (MJxMJ) SSMH13 W/ THRUST BLOCKING RIM=3&2 37 352.85 IE=347}+, 8" PVC (N)347.05 W5 CONNECT TO EX 6" Cl MAIN S5 SEWER STUB AT MAIN STATION IS FROM W/ CUT IN TEE (BY CITY FORCES) D 1-6 X6" TEE (MJxFL) OWN STREAM MANHOLE 1-6" GATE VALVE (MJxMJ) 1-6 x8" REDUCER (FLxMJ) 1-8" SLEEVE (MJxMJ) 1-6" GATE VALVE (FLxFL) 2-6" SPOOL 2-6" COUPLING W/ THRUST BLOCKING SEE C.O.R. STD PLAN 300.2. W6 58 LF 8" DI CL 52 M M M M M M. M M . - Ex15TrhfGC+�178A1fUC{JTffR C8# 1 NEWIEXb'T✓,NG EX. 'CB# 4 LWTY PPE 6' HARRINGTON AVE N.E. EX..CB#. 3 _ 0 (RESIDENTIAL ACCESS) I - '� s, s. a Z �. �Pr�f r�• fi ������ f*�wk� o Al c EX. SD MH# 4 `� EX SDMN� 1 - ` , , EX. SDMH# 6 EX. SDMH#5 0 m LO � o : + 00 o + ^ 3 I_o Q II Q II o 00 z Lrk rn cn W W W��N) WN WIQ- 3 Oyu' emu' 3 0 zcn �w�n wci LIJ LI BACK OF WALK z .5' ROW DEDICATION­-1 25' ELEV=354.7f U� STA. 7+85t +I N LAISTING GROUND UTTER GRADE r\ ^ AT CENTERLINE BOW ELEV=354.55tFINISHED GRADE AT STA 5+32.50 LO Co CENTERLINE ELE=352.06 ---- _ .00o -- _ \ - --- - 25' ROW-11.5' R W DEDIC TI N - - - - ' MIN. COVER - ......................... 58 LF 8" DI CL 52 - O 25 ROW 234 LF 8" DI CL 52 1 ............... .... ............................. ... ... ............. 8-11.25' BEND (M xMJ) W/ THRUST BLO KING L I LF8"PVC®---J LF 8" PVC =STA8+1 " CLEAR 6 6.07 67 ® 1.2 % • PROVIDE ..................., 6' LT ETHA-FOAM SSMH 11 (ONSTRUCT OVER EX. MAIN) 4 .-74 .71 ...... ............... .. RIM= (MATCH EXISTIN )354.59 STA: +44 6' LT IE=344.56, 8" PVC (S) 34.4..9 SSMH >#2 63.43 5.4 RIM= 354.52 ... ... ... ... .. S :5+ 4.§3 6,5 LT IE=344-.5 8" CONC. (E)344.54 IE= 8" PVC S 345.42 SS 4H #3 IE=344.46, 8 CONC W 34 .39 IE= , 8" PVC (N) 345.32 Rl =35Z37 352.85 (SEE C.O.R. STD PLAN 400.1 .. ... ... ... ... ... ... ... .. ... ... ... ... ... ... .. IE 8" PVC N) 347.05 EXISTING PROFILE GRADE PROPOSED Ph OFILE GRADE O c .O - :q � .^ ^ rry O o N o. r} O o co vto LC) �h M .et M Mi M Mi Mi N Mi . � . . !} . �} �. e}. rcj r%j Lr). �. Nj . . . . C1j . . . . . LF)nj . C 4 Ln Lr)cy .� rj. L Ln Ln dL. C'i . ... . C'i c'i C� C'i C'i C� C� 'i Lw W w. L� W . LL w. li. . W W W `- L�, W LL . W. W W . W w. W . . W LL W W �! . 8+20 8+00 Encompass ENGINEERING & SURVEYING Western Washington Division 165 NE Juniper Street, Suite 201 • IssaQuah, WA 98027 • Phone: (425) 392-0250 Eastern Washington Division 1 407 Swiftwater Blvd. • Cle Elum, WA 98922 • Phone: (509) 674-7433 N0. 7+00 ROAD A (TRACT B UNIT LOT DRIVEWAY) HORIZ. 1 "=20' VERT. 1 "=5' AS-BUILTS REVISION 6+00 SURVEYED: SDM DESIGNED: NEM DRAWN: TLK KMR 051221231 KMR CHECKED: NEM BY DATE APPR I APPROVED: NEM SCALE., VERTICAL: NAVD 1988 1 '+ = 20' HORIZONTAL NAD 198311991 ONE INCH DATU M AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY CDI4TRACTOR S"LL W5TUI AND TESTAU NEW WATER dA,•tifN AND ATnN %s UP TO IT fTM-FCM 22 FROM ff(5Th1G 9" WA FLR J4MA1hr NY NL 12TH 57' _ CJTY FORCES Wu! RFR ORU RNAL C M EC M TO €WtthnG S' WA Ta:R JN ME]2FH WTT.4 T VALVF3 CUO-INANQ C'[]AMFE DW WIJ F1.V SLFf V.F MINI M CLEARANCE DEm, mAIL MENEM- 8'�i'&Ehf0�fL4,kh07111{iTH 8",d5'�€f4��l+��J W�'r+� dfFGAt[dG A*&4f ixa V j) TPJCAI ALL ML.W4 rA7WAL Ai L {iENOl No � VERnCAL aff?COW06 8" WATER FROM SIT€ F� TWG DUCT V NK 356 STk 5+2a5; , WA TC R EX GUT GR ELfV=JSa.�3t �' APPROX LOCAAA OF EX 18' UrA ...... •� .' fLfCTRI'C'++fL T . r.•. .. TOP ELEV a 31BI2-0 IL +. 350 . ......... SEE VMn----------------- --------------------- - - rammgw1• fll}ThW` my aaa rs wa, rfn;sra,r rvu. rrxam nu,, {" MfN SPARA7701' SE7W€EIV 7 A0TTCWOrDUL7BANK TOTOP wary+ 6'SIEFw�ua�r.sawCuxr�i�.�Dr CrciN TO EX a' C1 MAW Wol TER IME 345 0-8*X8' CUT W TEF (FLXFL) W CWY FORCE W TmwsT &-Orgy 0�- (f'LXW) jr4 ShpGICLf RQQLr jSTj AtJ 0 RYE7M[}Gir'AiYO -F'#3 r 00 O 061, IN +,$ 45 L+ER77[+�L L-9-1V) !3F QEF 7 1­8' GATE VALVE (FL1W) EAST OF 7Ef L 2-8" .51P011S, CUT TO LENGN O 2--6' COUPIWO 34-0 SEE C.aR. s'"f0 " 300.2. _ SKETCH PREPA RED BY ABDOUL GAFOUR I ER TIC CAL BEND ENLARGEMENT C;T3 OF REJ11TGN VIVA TER � � -RLITY MA;VAGER W-408203 Iwo _ m 335 330 5+00 A6ft6 Cl T Y OF V%'R] RENTON Planning/Building/Public Works Dept. S-408203 ' IN COMPLIANCE WITH CITY OF RENTON STANDARDS F- O 28 HUNDRED UNIT L 0 T SUBDIVISION WA TER, SEWER PLAN & PROFILE M M M M M M. M M . - Ex15TrhfGC+�178A1fUC{JTffR C8# 1 NEWIEXb'T✓,NG EX. 'CB# 4 LWTY PPE 6' HARRINGTON AVE N.E. EX..CB#. 3 _ 0 (RESIDENTIAL ACCESS) I - '� s, s. a Z �. �Pr�f r�• fi ������ f*�wk� o Al c EX. SD MH# 4 `� EX SDMN� 1 - ` , , EX. SDMH# 6 EX. SDMH#5 0 m LO � o : + 00 o + ^ 3 I_o Q II Q II o 00 z Lrk rn cn W W W��N) WN WIQ- 3 Oyu' emu' 3 0 zcn �w�n wci LIJ LI BACK OF WALK z .5' ROW DEDICATION­-1 25' ELEV=354.7f U� STA. 7+85t +I N LAISTING GROUND UTTER GRADE r\ ^ AT CENTERLINE BOW ELEV=354.55tFINISHED GRADE AT STA 5+32.50 LO Co CENTERLINE ELE=352.06 ---- _ .00o -- _ \ - --- - 25' ROW-11.5' R W DEDIC TI N - - - - ' MIN. COVER - ......................... 58 LF 8" DI CL 52 - O 25 ROW 234 LF 8" DI CL 52 1 ............... .... ............................. ... ... ............. 8-11.25' BEND (M xMJ) W/ THRUST BLO KING L I LF8"PVC®---J LF 8" PVC =STA8+1 " CLEAR 6 6.07 67 ® 1.2 % • PROVIDE ..................., 6' LT ETHA-FOAM SSMH 11 (ONSTRUCT OVER EX. MAIN) 4 .-74 .71 ...... ............... .. RIM= (MATCH EXISTIN )354.59 STA: +44 6' LT IE=344.56, 8" PVC (S) 34.4..9 SSMH >#2 63.43 5.4 RIM= 354.52 ... ... ... ... .. S :5+ 4.§3 6,5 LT IE=344-.5 8" CONC. (E)344.54 IE= 8" PVC S 345.42 SS 4H #3 IE=344.46, 8 CONC W 34 .39 IE= , 8" PVC (N) 345.32 Rl =35Z37 352.85 (SEE C.O.R. STD PLAN 400.1 .. ... ... ... ... ... ... ... .. ... ... ... ... ... ... .. IE 8" PVC N) 347.05 EXISTING PROFILE GRADE PROPOSED Ph OFILE GRADE O c .O - :q � .^ ^ rry O o N o. r} O o co vto LC) �h M .et M Mi M Mi Mi N Mi . � . . !} . �} �. e}. rcj r%j Lr). �. Nj . . . . C1j . . . . . LF)nj . C 4 Ln Lr)cy .� rj. L Ln Ln dL. C'i . ... . C'i c'i C� C'i C'i C� C� 'i Lw W w. L� W . LL w. li. . W W W `- L�, W LL . W. W W . W w. W . . W LL W W �! . 8+20 8+00 Encompass ENGINEERING & SURVEYING Western Washington Division 165 NE Juniper Street, Suite 201 • IssaQuah, WA 98027 • Phone: (425) 392-0250 Eastern Washington Division 1 407 Swiftwater Blvd. • Cle Elum, WA 98922 • Phone: (509) 674-7433 N0. 7+00 ROAD A (TRACT B UNIT LOT DRIVEWAY) HORIZ. 1 "=20' VERT. 1 "=5' AS-BUILTS REVISION 6+00 SURVEYED: SDM DESIGNED: NEM DRAWN: TLK KMR 051221231 KMR CHECKED: NEM BY DATE APPR I APPROVED: NEM SCALE., VERTICAL: NAVD 1988 1 '+ = 20' HORIZONTAL NAD 198311991 ONE INCH DATU M AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY CDI4TRACTOR S"LL W5TUI AND TESTAU NEW WATER dA,•tifN AND ATnN %s UP TO IT fTM-FCM 22 FROM ff(5Th1G 9" WA FLR J4MA1hr NY NL 12TH 57' _ CJTY FORCES Wu! RFR ORU RNAL C M EC M TO €WtthnG S' WA Ta:R JN ME]2FH WTT.4 T VALVF3 CUO-INANQ C'[]AMFE DW WIJ F1.V SLFf V.F MINI M CLEARANCE DEm, mAIL MENEM- 8'�i'&Ehf0�fL4,kh07111{iTH 8",d5'�€f4��l+��J W�'r+� dfFGAt[dG A*&4f ixa V j) TPJCAI ALL ML.W4 rA7WAL Ai L {iENOl No � VERnCAL aff?COW06 8" WATER FROM SIT€ F� TWG DUCT V NK 356 STk 5+2a5; , WA TC R EX GUT GR ELfV=JSa.�3t �' APPROX LOCAAA OF EX 18' UrA ...... •� .' fLfCTRI'C'++fL T . r.•. .. TOP ELEV a 31BI2-0 IL +. 350 . ......... SEE VMn----------------- --------------------- - - rammgw1• fll}ThW` my aaa rs wa, rfn;sra,r rvu. rrxam nu,, {" MfN SPARA7701' SE7W€EIV 7 A0TTCWOrDUL7BANK TOTOP wary+ 6'SIEFw�ua�r.sawCuxr�i�.�Dr CrciN TO EX a' C1 MAW Wol TER IME 345 0-8*X8' CUT W TEF (FLXFL) W CWY FORCE W TmwsT &-Orgy 0�- (f'LXW) jr4 ShpGICLf RQQLr jSTj AtJ 0 RYE7M[}Gir'AiYO -F'#3 r 00 O 061, IN +,$ 45 L+ER77[+�L L-9-1V) !3F QEF 7 1­8' GATE VALVE (FL1W) EAST OF 7Ef L 2-8" .51P011S, CUT TO LENGN O 2--6' COUPIWO 34-0 SEE C.aR. s'"f0 " 300.2. _ SKETCH PREPA RED BY ABDOUL GAFOUR I ER TIC CAL BEND ENLARGEMENT C;T3 OF REJ11TGN VIVA TER � � -RLITY MA;VAGER W-408203 Iwo _ m 335 330 5+00 A6ft6 Cl T Y OF V%'R] RENTON Planning/Building/Public Works Dept. S-408203 ' IN COMPLIANCE WITH CITY OF RENTON STANDARDS F- O 28 HUNDRED UNIT L 0 T SUBDIVISION WA TER, SEWER PLAN & PROFILE 8+20 8+00 Encompass ENGINEERING & SURVEYING Western Washington Division 165 NE Juniper Street, Suite 201 • IssaQuah, WA 98027 • Phone: (425) 392-0250 Eastern Washington Division 1 407 Swiftwater Blvd. • Cle Elum, WA 98922 • Phone: (509) 674-7433 N0. 7+00 ROAD A (TRACT B UNIT LOT DRIVEWAY) HORIZ. 1 "=20' VERT. 1 "=5' AS-BUILTS REVISION 6+00 SURVEYED: SDM DESIGNED: NEM DRAWN: TLK KMR 051221231 KMR CHECKED: NEM BY DATE APPR I APPROVED: NEM SCALE., VERTICAL: NAVD 1988 1 '+ = 20' HORIZONTAL NAD 198311991 ONE INCH DATU M AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY CDI4TRACTOR S"LL W5TUI AND TESTAU NEW WATER dA,•tifN AND ATnN %s UP TO IT fTM-FCM 22 FROM ff(5Th1G 9" WA FLR J4MA1hr NY NL 12TH 57' _ CJTY FORCES Wu! RFR ORU RNAL C M EC M TO €WtthnG S' WA Ta:R JN ME]2FH WTT.4 T VALVF3 CUO-INANQ C'[]AMFE DW WIJ F1.V SLFf V.F MINI M CLEARANCE DEm, mAIL MENEM- 8'�i'&Ehf0�fL4,kh07111{iTH 8",d5'�€f4��l+��J W�'r+� dfFGAt[dG A*&4f ixa V j) TPJCAI ALL ML.W4 rA7WAL Ai L {iENOl No � VERnCAL aff?COW06 8" WATER FROM SIT€ F� TWG DUCT V NK 356 STk 5+2a5; , WA TC R EX GUT GR ELfV=JSa.�3t �' APPROX LOCAAA OF EX 18' UrA ...... •� .' fLfCTRI'C'++fL T . r.•. .. TOP ELEV a 31BI2-0 IL +. 350 . ......... SEE VMn----------------- --------------------- - - rammgw1• fll}ThW` my aaa rs wa, rfn;sra,r rvu. rrxam nu,, {" MfN SPARA7701' SE7W€EIV 7 A0TTCWOrDUL7BANK TOTOP wary+ 6'SIEFw�ua�r.sawCuxr�i�.�Dr CrciN TO EX a' C1 MAW Wol TER IME 345 0-8*X8' CUT W TEF (FLXFL) W CWY FORCE W TmwsT &-Orgy 0�- (f'LXW) jr4 ShpGICLf RQQLr jSTj AtJ 0 RYE7M[}Gir'AiYO -F'#3 r 00 O 061, IN +,$ 45 L+ER77[+�L L-9-1V) !3F QEF 7 1­8' GATE VALVE (FL1W) EAST OF 7Ef L 2-8" .51P011S, CUT TO LENGN O 2--6' COUPIWO 34-0 SEE C.aR. s'"f0 " 300.2. _ SKETCH PREPA RED BY ABDOUL GAFOUR I ER TIC CAL BEND ENLARGEMENT C;T3 OF REJ11TGN VIVA TER � � -RLITY MA;VAGER W-408203 Iwo _ m 335 330 5+00 A6ft6 Cl T Y OF V%'R] RENTON Planning/Building/Public Works Dept. S-408203 ' IN COMPLIANCE WITH CITY OF RENTON STANDARDS F- O 28 HUNDRED UNIT L 0 T SUBDIVISION WA TER, SEWER PLAN & PROFILE 00 O 061, IN +,$ 45 L+ER77[+�L L-9-1V) !3F QEF 7 1­8' GATE VALVE (FL1W) EAST OF 7Ef L 2-8" .51P011S, CUT TO LENGN O 2--6' COUPIWO 34-0 SEE C.aR. s'"f0 " 300.2. _ SKETCH PREPA RED BY ABDOUL GAFOUR I ER TIC CAL BEND ENLARGEMENT C;T3 OF REJ11TGN VIVA TER � � -RLITY MA;VAGER W-408203 Iwo _ m 335 330 5+00 A6ft6 Cl T Y OF V%'R] RENTON Planning/Building/Public Works Dept. S-408203 ' IN COMPLIANCE WITH CITY OF RENTON STANDARDS F- O 28 HUNDRED UNIT L 0 T SUBDIVISION WA TER, SEWER PLAN & PROFILE Q) W 2) CITE., 1211312021 OOK: N/A PACE., PAGE: NIA T DRAWING NO.,y 1666.3 oo N SHEET., Q OF., 12 IN S. W. 114 OF S. W. 114 OF SECTION 04, T. 23 N., R. 05 E. W. M. CITY OF RENTON, STATE OF WASHINGTON 0 d- 3 J N I t , 2', 4-, 6-, 12', OR 24- ONE N3 BAR HOOP FOR W HEIGHT INCRLMENT (SPACED EQUALLY). SEE NOTE i RECTANGULAR ADJUSTMENT SECTION t,Oi�AS EE 46 s 49. A 43 BAR EACH CORNER kFN2. �QrF� 43 BAR EACH SIDE #3 BAR EACH WAY a PRECAST BASE SECTION 03 BAR HOOP N3 BAR EACH CORNER 18' MIN. SEE NOTE 1 ALTERNATIVE PRECAST BASE SECTION • PUBLIC WORKS ViIl DEPARTMENT PIPE ALLOWANCES MAXIMUM PIPE MATERIAL INSIDE DIAMETER REINFORCED OR PLAIN 12' CONCRETE ALL METAL PIPE 15' CPSSP', 12' STD. SPEC. 9.05.20 SOLID WALL PVC, STD- SPEC. "5.12(1) 15' PROFILE WALL PVC, STD. SPEC. 9-05.12(2) t5' ' CORRUGATED POLYETHYLENE STORM SEWER PIPE NOTES: 1, AS ACCEPTABLE ALTERNATIVES TO THE REBAR SHOWN IN THE PRECAST BASE SECTION, FIBERS (PLACED IN ACCORDANCE WITH STANDARD SPECIFICATION 9 0.50(9)). OR WIRE MESH HAVING A MINIMUM AREA OF 0.12 SQUARE INCHES PER FOOT SHALL BE USED WITH 111E MINIMUM REQUIRED REBAR SHOWN IN 1HE ALTERNATIVE PRECAST BASE SECTION. WIRE MESH SHALL NOT BF PLACED IN THE KNOCKOUTS, AS AN ACCEPTABLE ALTERNATIVE TO THE REBAR SHOWN IN THE RECTANGULAR ADJUSTMENT SECTION, WIRE MESH HAVING A MINIMUM AREA OF 0.12 SQUARE INCHES PER FOOT MAY BE USED 2. THE KNOCKOUT DIAMETER SHALL NOT BE GREATER THAN 20'. KNOCKOUTS SHALL HAVE A WALL THICKNESS OF2-LAINI1,4LIMT075'MAXINILIM PROVIDEAI.5' h11NIMUM GAP BETWEEN THE KNOCKOUT WALL AND THE OUTSIDE OF THE PIPE. AFTER THE PIPE IS INSTALLED, FILL TIDE GAP WITH JOINT MORTAR IN ACCORDANCE WITH STANDARD SPECIFICATION 9-04.3. 3. THE MAXIMUM DEPTH FROM THE FINISHED GRACE TO THE LOWEST PIPE INVERT SHALL BE 5 FEET 4. THE FRAME AND GRATE MUST BE INSTALLED WITH THE FLANGE DOWN. S. THE PRECAST BASE SECTION MAY HAVE A ROUNDED FLOOR, AND THE WALLS MAY BE SLOPED AT A RATE OF 1 H:24V OR STEEPER. 6. THE OPENING SHALL BE MEASURED AT 1 HL TOP OF TIDE PRECAST BASE SECTION- 7. ALL PICKUP HOLES SHALL BE GROUTED FULL AFTER THE INLET HAS BEEN PLACED. USE GROUT TYPE 2 FOR NON SHRINK APPLICATIONS IN ACCORDANCE WITH STANDARD SPECIFICATION 9.20.3(2). 8. ALL GRADE RINGS AND CASTINGS SHALL BE SET IN MORTAR IN ACCORDANCE WITH STANDARD SPECIFICATION 9.043. THEN APPLY MORTAR TO INSIDE AND OUTSIDE OF ALL JOINTS. RINGS. RISERS. AND FRAMES 9. MORTAR SHALL BE MIXED AND APPLIED PER MANUFACTURERS DIRECTIONS. 10. FRAME SHALL BE ADJUSTED TO PAVEMENT GRADE BY TAPPING UNTIL FRAME IS FLUSH WITH PAVEMENT AS DETERMINED WITH A STRAIGHT EDGE OF SUFFICIENT LENGTH. It ALL MORTAR JOINTS SHALL BE TRIMMED FLUSH AND REMAIN VISIBLE UPON COMPLE 110,14. UNLESS OTHERWISE NOTED, DRAWING IS NOT TO SCALE (NTS) STD. PLAN - 200.00 nvvR ED: CATCH BASIN TYPE 1 GAZ 9/28/2018 DATE SEE NOTE 2 s PERFORATED PIPE TO BE LEVEL CLEANOUT PER STD. PLAN 226.00 2' MIN. L 6'DIA MIN PERFORATEDPVC 314' TO 1-112' WASHED DRAIN ROCK PIPE PER ASIM DI785 HOUSE PLAN YARD DRAIN OR CATCH BASIN WITH SOLID LID ROOF DOWNSPOUT WITH OVERFLOW WIVE AND SPLASH BLOCK FLEXIBLE GASKETED CAP PER ASTM D5926 6' PAIN. r 6' MIN HOUSE W DIA MIN. SCH40 PVC 12' PIPE PER ASTM 01785 FINE MESH SCREEN, SS304 10x10 OR SIMILAR COMPACTED BACKFILL :45 Al -- .. - --T- ;--��- 6* MIN �: L PIPE ' 6' MIN. NONWOVEN GEOTEXTILE FOR SEPARATION ON TOP AND SIDES OF TRENCH PER WSDOT SPECIFICATIONS SECTION 9.33.2(1) TABLE 3 12' MIN 12' MIN. ABOVE SEASONAL HIGH GROUNDWATER OR HYDRAULICALLY I� 24 LAIN RESTRICTIVE LAYER SECTION A NOTES: 1. 15' MINIMUM SETBACK FROM INFILTRATION TRENCH TO BUILDINGS WITH CRAWL SPACES. BASEMENTS, OR ELEVATIONS BELOW THE OVERFLOW POINT. 2. REQUIRED TRENCH LENGTH VARIES DEPENDING ON SOIL TYPE, UP TO 100' MAX WHEN LOCATED IN COARSE SANDS OR COBBLES, INFILTRATION TRENCHES MUST BE AT LEAST 20' IN LENGTH PER 1.000 SQUARE FEET OF IMPERVIOUS SURFACE SERVED. WHEN LOCATED IN MEDIUM SANDS, INFILTRATION TRENCHES MUST BE AT LEAST 30' IN LENGTH PER 1.000 SQUARE FEET OF IMPERVIOUS SURFACE SERVED. 3. SEE CONSTRUCTION PLANS FOR SPECIFIC PROJECT REQUIREMENTS. UNLI SS OTIR RW 61 NOTI D. DRAWING 15 NOT TO SCA1E (NTS) STD. PLAN - 225.20 • PUBLIC WORKS SINGLE FAMILY ROOF DOWNSPOUT I� DEPARTMENT INFILTRATION TRENCH GAZ 9/28/2018 DATE Encompass ENGINEERING & SURVEYING Western Washington Division 165 NE Juniper Street, Suite 201 • IssaQuah, WA 98027 • Phone: (425) 392-0250 Eastern Washington Division 407 Swiftwater Blvd. • Cle Eluln, WA 98922 • Phone: (509) 674-7433 :45 CLEAN SURFACE AND BOTTOM AREA PROVIDE UNIFORM CONTACT. THE SURFACE AREA OF THE BASE SECTION MUST BE MORTARED TO THE BOTTOM AREA OF THE ADJUSTMENT SECTION ADJUSTMENT SECTION I I I I I I I I SEE NOTE 4 NOTES: 1. THE COVER OR GRATING OF A CATCH BASIN SHALL NOT BE ADJUSTED TO FINAL GRADE UNTIL THE FINAL ELEVATION OF THE PAVEMENT, GUTTER, DITCH. OR SIDEWALK IN WHICH IT IS TO BE PLACED HAS BEEN ESTABLISHED. AND UNTIL PERMISSION THEREAFTER IS GIVEN BY THE ENGINEER TO MORTAR IN PLACE IN ACCORDANCE WITH WSOOTIAPWA STANDARD SPECIFICATION 7.05.3. 2. SHIMS SHALL NOT BE USED TO SET FRAME TO GRADE. THE USE OF SHIMS IS PROHIBITED. 3, A CONTINUOUS LAYER OF MORTAR SHALL BE PLACED BETWEEN ADJUSTMENT RINGS AND BRICKS PRIOR TO PLACEMENT. 4. ONLY BY APPROVAL OF THE CITY, THE USE OF BRICKS IS PERMITTED WHERE THE BRICKS ARE STAGGERED TO CREATE A RUNNING BOND OR Y: BOND 5. BASE SECTION SHALL BE SEALED TO THE BOTTOM AREA OF THE ADJUSTMENT SECTION WITH MORTAR. G. MORTAR SHALL MEET THE REQUIREMENTS OF WSOOTIAPWA STANDARD SPECIFICATION 9.04.3. 7. PICK I LIF TING HOLES ARE TO BE GROUTED WATER TIGHT. USE GROUT TYPE 2 FOR NON -SHRINK APPLICATIONS IN ACCORDANCE WITH STANDARD SPECIFICATION 9.20.3(2). B. MORTAR SHAH BE MIXED AND APPLIED PER MANUFACTURER'S DIRECTIONS. 9. FRAME SRALL BE ADJUSTED TO PAVEMENT GRADE BY TAPPING UNTIL FRAME IS FLUSH WITH PAVEMENT AS DETERMINED WITH A STRAIGHT EDGE UI SUFFICIENT LENGTH W ALL MORTAR JOINTS SHALL BE TRIMMED FLUSH AND REMAIN VISIBLE UPON COMPLETION UNLESS OTHERWISE NOTED, DRAWING IS NOT TO SCALE (NTS) A&MSTD. PLAN - 202.00 • PUBLIC WORKS Pao DEPARTMENT CATCH BASIN INSTALLATION GAZ 9/28/2018 I 9 VR .�+. w„L..T,..L...,,.. DATE MIN I MIN I MIN I MIN I 55PECIAL NOTE: IN THE EVENT TRANSVERSE PATCHES EXIST J ' WITHIN THE AFFECTED STREET, THE LENGTH III. OF THE PATCH SHALL BE EXTENDED TO INCLUDE ANY EXISTING PATCH 11H11J 10 FEET OF THE EDGE OF THE PATCH REQUIRED i FOR THE NEW CROSSING AND ANY SUBSEQUENT PATCH EDGE WITHIN 10 FEET OF THE EDGE OF THE SECOND PATCH AND SO ON UP TO A TOTAL OF 300 FEET, I I I FACE OF CUTTER OR ILI', EDGE OF PAVEMENT ! I I TRAFFIC FLOW I i I I 2" HMA - I _ I 1 - CENTER LINE OR LANE LINE 2" TO B HAIA I I I 6.5' MIN. 2" DEPTH OF PLANING OR SAWCUT AND REMOVE VARIES: 6.5' MIN. -- 1' 1' 1' 1' DEPTH OF Ex1511NC PAVt 1AE1JT -.- MIFJ I PAIN � VARIES -"{ PAIN I MIN 2" SAWCUT AND REMOVE OR PLANE, SEAT WITH 2" - 6- MIN. HMA (SEE NOTE 2) AR-4000W (EACH SIDE) \6" CRUSHED SURFACING TOP COURSE (CSTC) 2" HMA (9-039(3)) PER WSOOT STANDARD SPECIFICATIONS, COMPACTED TO 95% MODIFIED PROCTOR. SAWCUT AFTER BACKFILL (EACH SIDE) CSTC, BANK RUN GRAVEL FOR TRENCH BACKFILL (9-03 19), GRAVEL BORROW! (9-03.14(1)) PER WSDOT STANDARD SPECIFICATIOI45 OR NATIVE MATERIAL IF APPROVED IN WRITING BY ENGINEER BASED ON GEOIECH REPORT, COMPACTED TO 95% MODIFIED PROCTOR. WIDTH OF TRENCH AS REQUIRED BY SIZE OF PROPOSED IMPROVEMENT (SEE WSOOT STANDARD SPECIFICATION 2-09 4) PLUS AN ALLOWANCE FOR ANY SHORING. SHORING, IF PIPE ZONE BEDDING. MATERIAL- SEE STANDARD NEEDED, SHALL MEET THE REQUIREMENTS OF WSOOT PLAN 110.1. STANDARD SPECIFICATION 7-08.3(1)8 TRENCH WIDTH FOR NOTES, SEE STANDARD PLAN 110.1 TYPICAL TRANSVERSE PATCH FOR STD. PLAN - 110 PUBLIC WORKS FLEXIBLE PAVEMENT OR RIGID I'I'h 1:11 „ DEPARTMENT PAVEMENT WITH OVERLAY f0 1 AS-BUILTS NO. REVISION :45 25 1/4- BOLT -DOWN HOLE (TYP.) - 518'. 11 NC, SEE DETAIL AND NOTE 2 TOP RECESSED ALLEN HEAD CAP SCREW 518'-11 NCx2' GH IE FRA4E SECTION BOLT -DOWN DETAIL SEE NOTE 2 24 1/4' I SECTION A ISOMETRIC VIEW SEE DETAIL 718, \ \ 1!8' / \ J/4' / 11/4' ` NOTES: I 1 THIS FRAME IS DESIGNED TO ACCOMMODATE 20' • 24' GRATES OR COVERS. 1 4 1/2- SEE STANDARD PLANS 204.10. 204.20. 204.30. AND 204,40. -�-I 1518, I 2. BOLT -DOWN CAPABILITY IS REQUIRED ON ALL FRANiES, GRATES, AND _1L I / COVERS. UNLESS OTHERWISE SPECIFIED. PROVIDE TWO HOLES IN THE 1 5/8' FRAME THAT ARE VERTICALLY ALIGNED WITH THE GRATE OR COVER SLOTS. THE FRAME SHALL ACCEPT THE 5/8'-11 NC It 2' ALLEN HEAD CAP SCREW BY 314' / BEING TAPPED. OR OTHER APPROVED MECHANISM. LOCATION OF BOLT -DOWN HOLES VARIES BY MANUFACTURER. \ 2 112' 3 REFER TO STANDARD SPECIFICATION 9-05. 15(2) FOR ADDITIONAL \ DETAIL _ REQUIREMENTS. UNLESS OTIIERWISE NOTED, DRAWING IS NOT TO SCALE (NTS) STD. PLAN - 204.00 • PUBLIC WORKS RECTANGULAR FRAME D 9/28/2018 1 'tl® DEPARTMENT GAZ DALE. VARIES: 4.5' MIN. LANE LINE MARKING SAWCUT AFTER BACKFILL r - DEPTH OF FXISTING PAVEMENT 2" - 6" HMA -- � - � --- (SEE NOTE 2) 1' 1' EDGE OF PAVEMENT, EDGE OF CURB & GUTTER, OR MIN. MIN. CENTER OF LA14C MARKING 2" HMA (SEE NOTE 2) 6" CRUSHED SURFACING TOP COURSE (CSTC) (9-03.9(3)) PER WSDOT STANDARD 2" SAWCUT AND REMOVE SPECIFCATIONS, COMPACTED TO 95% OR PLANE, SEAL WITH MODIFIED PROCTOR AR- 4000W CSTC, BANK RUN GRAVEL FOR TRENCH BACKFILL (9-03.19), GRAVEL BORROW (9-03.14(1)) PER WSDOT STANDARD SPECIFICATIONS OR NATIVE MATERIAL IF APPROVED IN WRITING BY ENGINEER BASED ON GEOTECH REPORT, COMPACTED TO WIDTH OF TRENCH AS REQUIRED BY SIZE OF 0 95% MODIFIED PROCTOR. PROPOSED IMPROVEMENT (SEE WSDOT STANDARD SPECIFICATION 2-09.4) PLUS AN PIPE ZONE BEDDING MATERIAL AND COMPACTION AS ALLOWANCE FOR ANY SHORING. SHORING, IF REQUIRED BY THE WSDOT STANDARD SPECIFICATIONS NEEDED, SHALL MEET THE REQUIREMENTS OF FOR THE TYPE OF IMPROVEMENT INSTALLED, EXCEPT: WSDOT STANDARD SPECIFICATION 7-08.3(1)B • FOR STORM AND WATER PIPE, PER STD PLAN 220.0 F-� FOR SANITARY SEWER, PER STD PLAN 405 TRENCH WIDTH 0 FOR JOINT UTILITY TRENCH, SAND WITH 95% PASSING A #4 SIEVE AND LESS THAN 5% PASSING A #200 SIEVE NOTES: 1. WHEN EXISTING PAVEMENT IN A LANE REQUIRING A FULL WIDTH REPLACEMENT IS BROKEN OR DETERIORATED TO A PAVEMENT CONDITION INDEX RATING OF 70 OR LESS, THE EXISTING PAVEMENT IN THAT LANE, AND FOR THAT DISTANCE SO CLASSIFIED, SHALL BE REMOVED AND REPLACED WITH HMA MATCHING THE DEPTH USED IN THE EXISTING STREET OR THE DEPTH PER CITY STANDARD, WHICHEVER IS GREATER. 2. PRINCIPAL/ MINOR/COLLECTOR, ARTERIAL, & INDUSTRIAL ACCESS STREETS - MATERIAL AND T14ICKNESS SHALL BF HMA CL J" PG 64-22 AND MATCH EXISTING THICKNESS AND IN NO CASE LESS THAN 6". RESIDENTIAL ACCESS STREETS - HMA CL J" PG 64-22. THE THICKNESS SHALL BE THAT OF THE EXISTING PAVEMENT SECTION AND IN NO CASE LESS THAN 4". S. WHEN THE "SAWCUT AFTER BACKFILL" ENCROACHES INTO AN ADJACENT LANE, CURB & GUTTER OR SHOULDER, THE AFFECTED LANE SHALL BE PLANED AND OVERLAID WITH HMA FULL WIDTH, THE CURB & GUTTER SHALL BE REMOVED AND REPLACED, OR THE SHOULDER SHAH. BE PLANED OR REMOVED AND OVERLAID WITH HMA. 4. IF TRENCH UNDERMINES EXISTING SIDEWALK AND/OR CURBS, THEN THE SIDEWALK AND/OR CURB SHALL BE REPLACED FROM EXPANSION JOINT TO EXPANSION JOINT, 5. IF TRENCHING THROUGH EXISTING DRIVEWAY OR SIDEWALK RAMP, THE DRIVEWAY OR SIDEWALK RAMP SHALL BE REPLACED TO MEET ADA STANDARDS. TYPICAL LONGITUDINAL PATCH STD. PLAN - 110.1 • PUBLIC WORKS FOR FLEXIBLE PAVEMENT OR I' ` I J 1 DEPARTMENT RIGID PAVEMENT WITH OVERLAY 1p f t I SURVEYED: SDM DESIGNED: NEM DRAWN: TLK KMR 05122123 KMR CHECKED: NEM BY DATE APPR APPROVED: NEM SCALE 1" = 20' ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY VERTICAL: MVD 1988 HORIZONTAL: NAD 1983/1991 DATU M AS BOLT -DOWN SLOT, I I/2' SEE DETAIL AND NOTE 1 \ 3/4' I�F- 1 1I1J' -'�tll I 518' TI BOLT -DOWN SLOT DETAIL LETTERING ISOMETRIC 24" 7 OR 8 EQUAL SPACES 1 DIRECTION OF FLOW 1 5/8' MAX SEE NOTE 1 1' 3' 20- I NOTES: 1. BOLT -DOWN CAPABILITY IS REQUIRED ON ALL FRAMES GRATES AND COVERS, UNLESS OTHERWISE SPECIFIED. PROVIDE TWO HOLES IN THE FRAME THAT ARE VERTICALLY ALIGNED WITH THE GRATE OR COVER SLOTS. THE FRAME SHALL ACCEPT THE 518%11 INC x 2' ALLEN HEAD CAP SCREW BY BEING TAPPED, OR OTHER APPROVED MECHANISM. LOCATION OF BOLT -DOWN HOLES VARIES BY MANUFACTURER. 2, REFER TO STANDARD SPECIFICATION 9-05. 15(2) FOR ADDITIONAL REQUIREMENTS. 3. FOR FRAME OF TAILS. SEE STANDARD PLAN 204.00 UNLESS OTHERWISE NOTED, DRAWING IS NOT TO SCALE (NTS) STD. PLAN - 204.20 •• PUBLIC WORKS Pao fft RECTANGULAR VANED GRATE GAZ 9/28/2018 V,1` DEPARTMENT n,n< DAIE CITY OF RENTON Planning/Building/Public Works Dept. AS -BUILT DRAWINGS PLAN THESE AS -BUILT DRAWINGS AND THE INFORMATION SHOWN ACCURATELY REFLECT EXISTING FIELD CONDITIONS AS OF 05/22/23 (DATE SIGNED) BY: KEVIN M. REESE 05/22/23 PROFESSIONAL ENGINEER OR DATE PROFESSIONAL LAND SURVEYOR :45 IN I z 0 0 R-408209 m IN COMPLIANCE WITH CITY OF RENTON STANDARDS � O J 28 HUNDRED UNIT L 0 T SUBDIVISION DETAILS Q) a1TE.• 1211312021 2) OOK N/A ACE.,FIELD P' PAGE: NIA T DRAWING N0: 1666.3 y oo SHEET., 9 OF., 12 N 4 I S. W. 114 OF S. W. 114 OF SECTION 04, T. 23 N., R. 05 E., W. M. CITY OF RENTON, STATE OF WASHINGTON 0 d- Lv CN LL O O LLJ LIJ � J 3 FACE OF CURB _6irr 5 1/2' V ' tot TOP OF 12-R. ROADWAY 1 bI t 1 CEMENT CONCRETE TRAFFIC CURB AND GUTTER FACE OF ADJACENT CURB —6 1r2r FLUSH WITH GUTTER PAN AT SIDEWALK RAMP ENTRANCE 1:12 1:24 TOP OF 1r2' R. ROADWAY 1 DEPRESSED CURB SECTION AT SIDEWALK RAMPS aw 8' 1 CEMENT CONCRETE 12' R. — i' R SIDEWALK RAMP VARIES OR LANDING FROM 6'TO0 ) 6- I 3!8' PREMOLDED JOINT FILLER CEMENT CONCRETE PEDESTRIAN CURB AT SIDEWALK RAMPS AND LANDINGS FACE OF ADJACENT CURB —6 Irr— SEE DEPRESSED CURB DETAIL THIS SHEET 1:24 TOP OF 1• 12' R. ROADWAY 2" 1 L I 1 b T DEPRESSED CURB SECTION AT RESIDENTIAL DRIVEWAYS ONLY. FOR COMMERCIALDRIVEWAYS SEE STD PLAN 104.2 FACE OF CURB FACE OF ADJACENT CURB • ► .� • • GUTTER SURFACE PREMOLDED JOINT FILLER E FULL -DEPTH EXPANSION JOINT —61/1 5 1/2' 1- 1r2' R. — t' R. 1 ) � TOP OF ROADWAY 1 f 8 1/4' CEMENT CONCRETE TRAFFIC CURB DEPRESSED CURB DETAIL AT RESIDENTIAL OR COMMERCIAL DRIVEWAYS. AND ALLEYS GENERAL NOTES: I. See standard plans 102 and 101.1 for curb expansion and Contraction Joint Spacing. 2. Expansion Joint shall be lull depth, 3/8' (In.) premolded Joint rdler. 3. For Depressed Monolithic Driveway Curb Q Guitar Section, see Standard Plan 104.2 STD. PLAN — 101 • PUBLIC WORKS DEPARTMENT CEMENT CONCRETE CURBS Ili/1•'' '" I:Ii BD ITEM(INCLUDES SIDEWALK RAMPS) V Lim. VARIES SEE NOTE (SEE NOTE a) (SEE NOTE e) t0 LF OF PAYED DRIVEWAY REOURED 3V E%PENSION JOINT (TYP.) - CEMENT (SEE i . RN1102) CONCRETE SIDEWALK LZ SEE NOTE S- . A G m � . CON ON JOINT SEE NOTE I OIiIYEWAY CEMENT CONCRETE RAMP WITH Ia1:tVURB&OtJSLOPE ITYP.) a APPROACH(SE NOTE 3) 341• CONTRACTION JOINT (TYP ) (SEE STD. RAN I PLAN VIEW ADJACENT SHALL REMAIN AT A D THATT HE MAX. CROSS WITS SLOPEADJACENT HE DR1UT, PROV APPROACH IS NOT EXCEEDED. VARIES ELOPE WI THE DRIVEWAY APPROACH IX SM N CEEOED. (SEE NOTE 10) OTHERWISE SLOPE SHALL BE ea%uAX � NOTE aSID 4' CRUSHED SUFACENO TOP OOUiSE 8'MIN e'MIN rnr.) CEMENT C (CSTC) COMPACTED TO 95% NOJIFIED PROCTOR (UNLESS REOLAIM DENT W EXPANSION JOINT OW.) WANED BY ENOINEEEW TYPICAL 11NDEli (SEE STD. PLAN 102) ALL WAYENTRANCE rse P CUPSaGUTTEIi— (9EE NOTE NoYes9) SECTION O \ 1R'RflW,) eDEWAtJT WIDTH 10%OIffERtNCE N SLOPE All1x DRIVEWAY W1 POSITIVE SLOPE (SLOPE SHOWN ENADGERATEM tleVBWAY ••.� TIRII OR P DRIVE WAY WI RR AT'VF ON NEGATIVE SLOPE (SLOT SHOWN EXAGGERATEO) CEMENT CONCRETE SIDEWALK PUBLIC WORKS DEPARTMENT A— z W TO TO Know what's below. Call before you dig. L TYPE R1B — ISOMETRIC VIEW (RESIDENTIAL, WITH BUFFER) CEMENT CONCRETE CURB A GURER (SEE NOTE 3) CEMENT CONCRETE DRIVEWAY ENTRANCE - TYPE R1 B 3/8' PREMOLOED JOINT FILLER (TYP) FAAHOF ppgjg CURB 5 t 2' . 1- (I.OB' 1/2' R. 1' R. WITCH ROADWAY SLOPE •° �.°•.T°• •11 R. .�1gr/ • •. II D.O ° S' EENOTE2 /8'R X 5/"0 DUMMY JOINT BEENOTE2 2•-0' t UR�00ENINCURSANV RMI E D� ROADWAY 0® CURBANROWrMHOOMM s' �, GiTCIfBABW••NOTOtGIUDED IN CURS AND OMEN BID ITIN SECTION AD GENERAL NOTES- 1 . The Intent of this design is to facilitate the removal of a catch tiesin with minimal disturbarm r / of the curb. 2. The expansion Joints of the` adjacent eldewelk shall be-edJUsted to be In line vAlh these curb expansion Joints ISOFW41C VIEW CEMENT CONCRETE CURB SM. PLAN — 101d 4 PUBLIC WORKS INSTALLATION AT PRO - D: :± DEPARTMENT �,_ CATCH BASINS CE EAND 3/8" FULL DEPTH EXPANSION JOINT 0 0 0 0 0 0 0 0 0 0 0 0 O O 0 O ANCHOR BOLT PATTERN PER N.D.C.B.U. PEDESTAL TEMPLATE y' � •rJ: �1'-6 FRONT VIEW NOTES 1. INSTALLATION OF N.D.C.B.U.'S INCLUDING CONSTRUCTION OF BASE WILL BE DONE BY U.S. POSTAL SERVICE. e RAISED EDGE DETAIL r • r a SIDEWALK LEVEL iQ' EXTEND SIDEWALK TRANSVERSE 1' • r 1' • r 1T pN) R JOINTS TO INCLUDE RAISED EDGE ' ) PRENOLDEO,1gNT FRIER ITT 1 N11ERE APPLACABLE ROL ING ' .,. • 4 r — t 1T INN) R. (TYP.) FOR CURB DETAILS b � 1__6% SEE 310 PLAN 101 P t'pMR ' dt" r'-•t•'1 _ _ yv , CRUSHEDROCK A s. �.AXSnNG ROADWAY • °. t1'• SEE RAISED , � _• SIOEWAU( DETAIL - THIS TYPICAL UNDER • CRUSHED SURFACING TOP COURSE (CSTC) ALLCUT M41. SIDEWALK OMPACF TO 95X MODIFIED PROCTOR `LOPES WITH RAISED EDGE (UNLESS REGUIREMENT WAIVED BY C/ lrr prga (rw.) GGUTTEERENGINEEARSIDDEEWAALLKUCCSTECRI DEEIRIRB -L OS / b t.ax FOR CURB �AIL3 CURB a GUTTER TO BE r THICKNESS OR SEE STO PLAN 101 MATCH EXISTING ROADWAY CRUSHED HOCK BASE, WHICHEVER IS GREATER (TYP. FOR AFs ALL CURB a GLI , FINISHED GRADE I•((111I.OB BELOW 2• -r I SIDEWALK TOP CF CONCRETE SURFACE ADJACENT TO CURB t• 0• t' r MIN ROU iT I" R (M.) FOR CURB DETAILS SEE STD PLAN lot BRIDGE OR PEDESTRIANRAILING FOR cuRe DETAILS ADJACENT TO CURB BARRIER - SEE SIDEWALK SEE STD PLAN 101 (STEEP FILL SLOPES) CONTRACT PLANS �, DR SARRIER 1T (IN) R. (rYP.) FLUSH I I SIDEWALK 1T MR VERTICAL WALL - _ _ • • . SEE DETAIL M!� °• Orr( PRILLER ED JDINT FRIJ7l ADJACENT TO CURB AND RAILING OR WALL�� JOINT FILM FOR SIDE BUFFER STRIP TREATMENT SIDEWALK SIDEWALK ADJACENT TO WALL DETAIL SIDEWALK (BEE NOTE 1q SECTIONS1. 1T plAl R FOR CURB DETAI t t3% t.fi(%MW._ •..• SEE STD PLAN 01B i YJyG .ariArW - GROOMED FINISH EXISTING OR MATCHE108TIN0 y d II' WIDE, SMOOTH 3 TROWELED PERIMETER FINISHED OWE I' (IN) BELOW TOPOF CDNCREIE SURFACE FOR PLAM010-FLUSH IF PAVED 0' CEMENT CONCRETE CURB ADJACENT TO BUFFER STRIP ..� (CURB CURB BFIOIVN) ��'" FOR CURB DETAILS SEE STD PLAN 101 NOTES / iA 2 _ Ur TO 1N• I. Four feat of ft sldewek wkhh shoo ® \ �' be the minimum pedasbion COHTJOINT11ON JOINT • • . lbi socesse routs (PI ores, of "I` � ��/ — IN SIDEWALK ONLY . a - ► and horkontal obstructions, Gratings, \ \ ; a • .': R Acoeea Covers. Junction Boxes, . \.` / FULL -DEPTH EXPANSION JOINT IN BOTH • ,' - Cable Vauhs, Pull BOXES and athar . ���/ CURB AND SIDEWALK III STO PLAN 101.1) appurtenances within the aldelvak 3ro C CONTRACTION JOINT must be hush wM surface, and match grade of the sidewalk JOINT AND FINISH DETAIL , ..••.•� 2. Moaolhhlc Cement Cowe(a Curb end Sidewalk b not permitted In new For other referenced NOTES see s 1 ' R constC.W tlon. When lithicreplacementerwork STD PLAN 104.2. necessitates a Monlollthk Ctmint Concrete Curb build per WS007 PREAJOIDE Standard Plan F-30.1043. Paved surfaces must comply with JDUIT FlLtEa STD PLAN 102.1 as applicable. E FULL DEPTH 3. Concrete to be 4,1100 P31. EXPANSION JOINT PUBLIC WORKS CEMENT CONCRETE SM. PLAN — 102 DEPARTMENT SIDEWALK I'I'ItU 'ha) r 2'-7" MAX. MIN. 5'-0" CLEAR WIDTH— ( r----- I I I I I I I I MOUNJT ON PEDEWSTAL I ______ I PROVIDED WITH r , N.D.C.B.U. UNIT 3/8" FULL DEPTH EXPANSION JOINT f 6" WALK r. �a •1 _ f f I—V-6"—I SIDE VIEW FOR NOTES STD. PLAN 104.2 NEIGHBORHOOD DELIVERY COLLECTION BOX UNIT STD. PLAN — 104.3 APPROVED: DATE Encompass ENGINEERING & SURVEYING Western Washington Division 165 NE Juniper Street, Suite 201 e IssaQuah, WA 98027 • Phone: (425) 392-0250 Eastern Washington Division 407 Swiftwater Blvd. • Cle Elum, WA 98922 e Phone: (509) 674-7433 NO. AS —GUILTS REVISION * 11 BOXES REQUIRED U.S.P.O. NEIGHBORHOOD DELIVERY AND COLLECTION BOX UNIT (MAILBOX) INSTALLATION C.O.R. STD PLANS DWG NAME: HR-06 SP PAGE: H026 SURVEYED: SDM DESIGNED., NEM DRAWN: TLK KMR 05122123 KMR CHECKED: NEM BY DATE APPR APPROVED: NEM SCALE• 1 " = 20' ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY vERnCAL: NAVD 19M HORIZONTAL• W198311991 DATU M -2 rl' ►JAM ...�� EXISTING ASPHP PAVEMENT SAWCUT (SEE NOTE 2) ARTERIAL STREET M Ntl MUN 7" HMA (or ACP Clves 8) (SEE NOTE 1), OVER 6" CRUSHED ROCK 4" HMA (or ACP Clos3 B) (SEE NOTE 1), OVER 8 ' CRUSHED ROCK NOTES: 1. MUST MATCH EXISTING THICKNESS IF GREATER. 2. SAWCUT SHALL BE POSITIONED 1' — 0" BEYOND EDGE OF DAMAGED PAVEMENT. 3, THE INTENT OF THIS DESIGN IS TO DESCRIBE PAVEMENT PLACEMENT AT 'THE GUTTER FACE. SEE STANDARD PLAN FOR CEMENT CONCRETE CURBS, STD. PLAN — 103 !� PUBLIC WORKS CURB AND GUTTER PPRO D: 7� DEPARTMENT REPLACEMENT DETAIL 2 ATE • Cl T Y OF RENTON Planning/Building/Public Works Dept. pF WA,Sj�I��� I� A� 4 917 'GISTEgF AL LANDS 5/22/23 AS -BUILT DRAWINGS PLAN THESE AS —BUILT DRAWINGS AND THE INFORMATION SHOWN ACCURATELY REFLECT EXISTING FIELD CONDITIONS AS OF 05/22/23 (DATE SIGNED) BY: KEVIN M. REESE 05/22/23 PROFESSIONAL ENGINEER OR DATE PROFESSIONAL LAND SURVEYOR z 0 0 R-408210 m IN COMPLIANCE WITH CITY OF RENTON STANDARDS � O J 28 HUNDRED UNIT L 0 T SUBDIVISION DETAILS Q) Lv a1TE• 1211312021 C FV DBOOK. N/A PAGE., NIA T DRAWING NO.,y 1666.3 oo SHEET., 10OF 12 N IN S. W. 114 OF S. W. 114 OF SECTION 04, T. 23 N., R. 05 E. W. M. CITY OF RENTON, STATE OF WASHINGTON 0 N Nz- w w 3 EXISTING WATER LINE PLAN VIEW TESTING DETAIL H -...ICAL 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) & 0.1. SPOOLS FINAL CONNECTION BY CITY FORCES EXISTING WATER LINE 1 -' PUBLIC WORKS DEPARTMENT CONNECTION TO WATER MAIN CUT IN -LINE TEE & ONE VALVE STD. PLAN - 300.2 MARCH 2O10 Encompass ENGINEERING & SURVEYING Western Washington Division 165 NE Juniper Street, Suite 201 ■ IssaQuah, WA 98027 - Phone: (425) 392-0250 Eastern Washington Division k D 0 o I 11-1/4' BEND 22-1/2" BEND 45' BEND immm CI ) CAP TEE 190' 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 it 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 do 22 1/2' BEND BEND BEND 4 7.0 4.2 4.2 1.7 2.9 2.1 2.1 I'D 2.2 1.6 1.6 1.0 6 t3.3 9.4 9.4 .7 4.7 4,7 1.9 5.0 3.5 3.5 1.4 8 23.3 16.7 16'7 6.7 11.7 8.4 8.4 3.4 8.8 6.3 6.3 2.5 12" 53.0 37.5 37.5 1 15.0 126.5 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' THRUST BLOCK BE AREA REFERS TO FACE OF BLOCK M IN SQUARE FEET 7L4" 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 10 BOLTS AND GLANDS SHALL BE PROVIDED. PUBIC WOCONCRETE BLOCKING FOR STD. PLAN - 330.2 RK� 4 � � HORIZONTAL AND DOWNWARD llEl'AR'1'ML•'N'I' A o VERTICAL BENDS MARCH 2O10 EXISTING WATER LINE TESTING DETAIL EXISTING WATER LINE FINAL CONNECTION DETAIL PLAN VIEW TICAL CROSSCMJxFL) FOR POLYPIGGING BLIND FLANGE ON TOP WITH 2'TAP b 2'PLUG BLIND FLANGE ON BOTTOM (MJ) PLUG WITH 2' TAP 6 2' TEMPORARY BLOW -OFF 'ORARY BLOCK LINGS /C E AFTER ALL TESTING, CLEANING BY POLYPIG, AND DISINFECTION, REMOVE TEMP. BLOCK 6 BLOW -OFF L CONNECT WITH SLEEVE (MJ) a D.I. SPOOLS FINAL CONNECTION BY CITY FORCES EXISTING WATER LINE PUBLIC WORKS CONNECTION TO WATER MAIN CUT S7D' PLAN - 300.3 DEPARTMENT IN -LINE TEE & TWO VALVES �t t MARCH 2O10 407 Swiftwater Blvd. - Cle Elum, WA 98922 ■ Phone: (509) 674-7433 N0. AS-BUILTS REVISION 13"x24" PLASTIC METER BOX EQUAL TO MID -STATES PLASTIC, INC. BCF SERIES MSBCF 1324-18 WITH 1.75" THICK DUCTILE IRON DIAMOND PLATE COVER EQUAL TO LAID -SLATES PLASTICS, INC. MSCBC-1324-R WITH READER LID AND 2" DRILLED HOLE FOR TOUCHREAD PIT LID (SEE DETAIL A -A) 9" MIN, 12" MAX FINISH GRADE I 0 36" MIN COVER "' t) 22-1 /2' City I al r<r. PIPING r,r.. U. J I IN UNIMPROVED RIGHT OF J I WAY INSTALL METER BOX AT PROPERTY LINE NTH 12" � Of w LONG COPPER TAILPIECE. w 0. a I SIDEWALK $ I CL TOUCHREAD WATER METER TO BE SUPPLIED BY THE 12" z a CITY 3 �' _ TYPE "K" SOFT o -1 zl� COPPER TUBING N'? NEW DUCTILE IRON WATERMAIN IF SERVICE LINE TO HOUSE IS 3/4" OR 1" TO BE INSTALLED IN THE FUTURE GALVANIZEC INSTALL FORD C14-33 OR 44 FIPT PP LNG x COMPRESSION COUPLING LOOP DOWN TO CENTERLINE OF WATER MAIN TO PROVIDE SLACK IN COPPER COPPERSETTER FOR 5/8"x3/4" METER: FORD SERVICE LINE TO METER. VBH72-15W-44-33G, OR McDONALD BRASS: 21-215WC0033, OR MUELLER: 3/4-8-2470-2 WITH ANGLE BALL VALVE ON INLET AND SINGLE CHECK VALVE ON OUTLET CORPORATION STOP WITH BALL VALVE. FORD COPPERSETTER FOR 1" METER: FORD VBH72-15W-44-44G, OR TAPERED THREAD (CC). QUICK JOINT MCDONALD BRASS: 21-415WC0044, OR MUELLER: 1-B-2470-2 (3/4" FB10DO-3-0) OR AY MCDONALD 4701B BOTH INLET AND OUTLET WITH QUICK JOINT. PADLOCK WINGS ON (I- FB1000-4-0) OR AY MCDONALD 4701B INLET ANGLE BALL VALVE AND SINGLE CHECK VALVE ON OUTLET. ALL FITTINGS SHALL BE WITH OUICK JOINT. NOTE: ALL METER BOXES INSTALLED WITHIN CONCRETE OR PAVED DRIVEWAYS SHALL BE CAST-IRON EQUAL TO OLYMPIC FOUNDARY. EXPANSION JOINTS MUSH BE INSTALLED ON BOTH SIDES OF METER BOX. A- A DRILL 2" DIA. HOLE FOR AMR (AUTOMATIC METER READ) TOUCHREAD DEVICE 2-1/2" MIN. FROM NEAREST r AND FRONT EDGE OF PIT LID I TYPICAL RIB NOTE: 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. PUBLIC WORKS 34" AND 1" WATER SERVICE STD. PLAN - 320.1 DEPARTMENT NOVEMBER 2009 - INSIDE HOUSE PREFERRED CONFIGURATION Ga 5 � 3 10 8 10 4 FLOW # ITEM AMT 1 90' GALVANIZED STEEL ELBOW 4 EA. 2 3/4" PACKING JOINT COUPLING W/MALE IRON PIPE 2 EA. THREAD FOR COPPER PIPE SERVICE: FORD C84-33 OR EQUIVALENT FOR GALVANIZED PIPE SERVICE:FORD C85-33 OR EQUIVALENT 3 PRESSURE REDUCING VALVE W/STRAINER - 3/4" 1 EA. WITH UNION COUPLINGS AT INLET AND OUTLET, WILKINS 600 SERIES OR EQUAL (WITH INTERNAL BYPASS AND STRAINER) 4 3/4" CLOSE UNION - BRASS (M X F) 1 EA. 5 3/4" BRASS VALVE VARIABLE 6 12" STANDARD METER BOX W/SOLID COVER 1 EA. CONCRETE: 17 1/4 X 28 5/8 INSIDE DIMENSIONS, EQUAL TO FOG TITE METER SEAL CO. +2 PLASTIC: 13 X 24 j INSIDE DIMENSIONS, EQUAL TO BROOKS METER BOX 7 3/4" GALVANIZED STEEL PIPE, THREADED, LENGTH AS VARIABLE REQUIRED 8 3/4" X 1/4" X 3/4" STD. BRASS TEE 1 EA. 9 1/4" PETCOCK (M X F) 1 EA. 10 1 3/4" BRASS NIPPLE VARIABLE FUNCTION THE FUNCTION OF A PRESSURE REDUCING VALVE IS TO REDUCE HIGH-WATER PRESSURES IN THE SERVICE CONNECTION TO AN ACCEPTABLE RANGE OF 55 TO 75 PSI INSTALLATION OF A PRESSURE REDUCING VALVE IS REQUIRED WHERE THE SERVICE CONNECTION PRESSURE EXCEEDS 80 POUNDS PER SQUARE INCH IN ACCORDANCE TO THE UNIFORM PLUMBING CODE. INSTALLATION THE PRESSURE REDUCING VALVE SHALL BE LOCATED ON THE CUSTOMER'S PROPERTY 'DOWNSTREAM" OF THE METER BOX. RESPONSIBILITY FOR PROPER INSTALLATION, OPERATION, AND MAINTENANCE OF THE VALVE SHALL BE ASSUMED BY THE CUSTOMER. THREE POSSIBLE CONFIGURATIONS FOR INSTALLATION OF THE VALVE ARE SHOWN ABOVE. A BUILDING DEPARTMENT PLUMBING PERMIT IS REQUIRED PRIOR TO INSTALLATION PUBLIC WORKS 3a" & 1" INDIVIDUAL PRESSURE REDUCING STD. PLAN - 340.5 DEPARTMENT VALVE ASSEMBLY ys Tp� MARCH 2O10 SURVEYED: SDM DESIGNED: NEM DRAWN: TLK KMR 05122123 KMR CHECKED: NEM BY DATE APPR APPROVED: NEM SCALE 1" = 20' ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/1991 DATU M W z r J Q �- j I- 11Y W W 0IO a DIRECTION OF FLOW FEa _3„ (MIN.) 6" MIN. 6"MIN.(TYP.) PLAN UNION (TYP,) TO CITY METER STACKED METER SECTION 6" MIN. FREE BOXES DRAINING GRAVEL NOTES: 1. ALL DOUBLE CHECK VALVE ASSEMBLIES (DCVA'S) MUST BE LISTED ON LATEST LIST OF "BACKFLOW PREVENTION ASSEMBLIES APPROVED FOR INSTALLATION IN WASHINGTON STATE", PUBLISHED BY STATE OF WASHINGTON DEPARTMENT OF HEALTH. 2. THE OWNER/APPLICANT MUST OBTAIN A SEPARATE CITY OF RENTON PLUMBING PERMIT FOR THE INSPECTION OF THE INSTALLATION OF THE DCVA AND PIPING. THE OWNER SHALL FURNISH, INSTALL AND MAINTAIN THE DCVA AND ALL PIPING AND APPURTENANCES SHOWN ON THIS PLAN. 3. THE DCVA MUST BE TESTED BY A STATE CERTIFIED BACKFLOW ASSEMBLY TESTER AFTER ITS INITIAL INSTALLATION, AFTER REPAIRS AND ANNUALLY THEREAFTER AT OWNER'S EXPENSE. A COPY OF THE TEST REPORT SHALL BE SENT OR FAXED TO CITY OF RENTON WATER UTILITY ENGINEERING DEPT., ATTN: WATER UTILITY CROSS -CONNECTION CONTROL SPECIALIST, FAX NO. 425-430-7241. 4. DCVA AND METER BOX SHALL BE LOCATED ON PRIVATE PROPERTY AND AS NEAR AS POSSIBLE TO THE WATER METER. 34" TO 2" DOUBLE CHECK VALVE STD. PLAN - 340.8 PUBLIC WORKS ASSEMBLY FOR IRRIGATION OR �- DEPARTMENT RESIDENTIAL FIRE SPRINKLER MARCH 2O10 0 Cl T Y OF RENTON Planning/Building/Public Works Dept. M. pg WASkI �6 O 49917 d'Z,G18TER�9��� ANAL LAN�� 5/22/23 AS -BUILT DRAWINGS PLAN THESE AS -BUILT DRAWINGS AND THE INFORMATION SHOWN ACCURATELY REFLECT EXISTING FIELD CONDITIONS AS OF 05/22/23 (DATE SIGNED) BY: KEVIN M. REESE --��- 05/22/23 PROFESSIONAL ENGINEER OR DATE PROFESSIONAL LAND SURVEYOR 00 TQ:) v l , • z 0 0 W-408204 R- 4 0 8211 m IN COMPLIANCE WITH CITY OF RENTON STANDARDS � 28 HUNDRED UNIT L 0 T SUBDIVISION DETAILS 07 C) C-� DATE 1211312021 flELDB00K' N/A PAGE: NIA T y DRAWING N0: 1666.3 oo N SHEET.• 11OF 12 41 3 J 0 N 7' 1 NOT TO SCALE MANHOLE FRAME AND COVER SEE STD. PLAN 401 ADJUSTMENT RINGS (2" MIN.) SEE NOTE 6 MORTAR JOINT(S) (3/8" MIN.) SEE NOTE 5 CONE (ECCENTRIC) RUBBER GASKETED JOINTS IN ACCORDANCE WITH ASTM C-443 STEPS - POLYPROPYLENE STEPS SHALL BE INCLUDED CONCRETE RISER BY PIPE INC., OR APPROVED EQUAL. LADDER -POLYPROPYLENE SHALL BE ATTACHED TO MANHOLE MAX. PIPE SIZE - 'E' CONCRETE SHELF PRECAST BASE SECTION OR CAST IN SHELF. A' 'B' 'C' 'D' 'E' 48" MH 48" 6" MIN. 5"MIN 24" MIN. 21" I.D. 54 MH 54" 8" MIN. 5.5" MIN. 24" MIN. 24" I.D. 60 MH 60" 8" MIN. 6" MIN. 42" MIN. 30" I.D. NOTES: 1. STEPS TO BE POLYPROPYLENE SAFETY STEPS. 2. STEPS ARE TO BE IN PLACE BEFORE MANHOLE SECTIONS ARE INSTALLED. 3. CASTING SHALL BE PER STD. PLAN 401. 4. MANHOLE SECTIONS TO BE OF REINFORCED PRECAST CONCRETE. 5. ALL JOINTS BETWEEN THE CONE, RISER RINGS, BRICKS AND CASTING SHALL BE GROUTED. 6. ADJUSTMENT OF THE CASTING TO GRADE SHALL BE ACCOMPLISHED WITH A COMBINATION OF ADJUSTMENT RINGS, BRICKS AND MORTAR ONLY. BRICKS SHALL BE STAGGERED TO CREATE A RUNNING BOND OR 1/2 BOND. THE USE OF SHIMS IS PROHIBITED. 7. SANITARY SEWER MANHOLES SHALL HAVE ALL INTERIOR SURFACES, INCLUDING CHANNELING, COATED (SEALED) WITH A HIGH SOLIDS URETHANE COATING; WASSER MC-AROSHIELD OR APPROVED EQUAL; COLOR OF COATING SHALL BE WHITE. 8. RUBBER GASKETED JOINTS SHALL BE IN CONFORMANCE WITH ASTM C-443. 9. CHANNEL HEIGHT SHALL BE A MINIMUM OF 3/4 OF THE INSIDE DIAMETER OF THE LARGEST PIPE. 10. CONNECTIONS TO MANHOLE SHALL BE MADE USING GPK ADAPTOR, KOR-N-SEAL BOOTS OR APPROVED EQUAL. 11. IN UNIMPROVED AREAS, MANHOLES SHALL EXTEND A MINIMUM OF 6" AND A MAXIMUM OF 12" ABOVE FINISHED GRADE OR MUST HAVE A MINIMUM 2' DIAMETER CONCRETE RINGS POURED AT GRADE. IN PAVED AREAS, COVER MUST SLOPE IN ALL DIRECTIONS TO MATCH PAVING. STD. PLAN - 400.1 ('•�j PUBLIC WORKS DEPARTMENT STANDARD SANITARY MANHOLE �FN rp� SEPTEMBER 2011 -- W (SEE NOTE 7) -� LIMITS OF PIPE ZONE 1'-0" BEDDING MATERIAL FOR j 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 - 405 • PUBLIC WORKS PIPE BEDDING APP OVER: DEPARTMENT FOR SANITARY SEWERS 0 D pt� n.e<w,n, GATE PAICHED AREA A SEAL WITH AR 4000 OR APPROVED EQUAL AND DRY SAND AFTER PATCHING MORTAR JOINT(S) (3/8" MIN.) SEE J NOTE 3 AND SPECIAL PROVISON 7-05.3(1). PLAN NTS A - DEPTH OF CLASS "B" ASPHALT TO BE 2" BELOW BOTTOM OF THE UPPER ADJUSTMENT RING OR A MINIMUM OF 8" WHICHEVER IS GREATER. ADJUSTMENT RING (I- MIN.) OR BRICKS. SEE NOTE 4. SECTION A -A NOTES 1. REMOVE PAVEMENT AND BASE MATERIALS FOR A DISTANCE 3. ALL JOINTS BETWEEN THE CONE, ADJUSTMENT RINGS, WHICH IS EQUAL TO THE DIAMETER OF THE FRAME PLUS FOUR BRICKS AND FRAME SHALL BE GROUTED. FEET. ADJUST CASTING FRAME TO PAVEMENT SURFACE USING RISER RINGS OR CONCRETE BLOCKS PER STD. PLAN 4 ADJUSTMENT OF THE FRAME TO GRADE SHALL BE 400.1. ACCOMPLISHED WITH A COMBINATION OF ADJUSTMENT RINGS, BRICKS AND MORTAR ONLY. BRICKS SHALL BE 2. REPLACE EXCAVATED MATERIAL WITH A MINIMUM OF 8" OF STAGGERED TO CREATE A RUNNING BOND OR 112 BOND THE CLASS "B" ASPHALT OR TO A DEPTH THAT IS 2" BELOW THE USE OF SHIMS IS PROHIBITED. BOTTOM OF THE UPPER ADJUSTMENT RING WHICHEVER IS GREATER OR AS APPROVED BY THE ENGINEER SM. PLAN - 400.4 e PUBLIC WORKS TYPICAL UTILITY COVER APPROVED: DEPARTMENTADJUSTMENT FORPAVEMENT OR OVERLAYc�..�.��tL. rb YrWMnler DATE. Y - EX. SEWER MAIN PROPERTY LINE _rSPOOL (LENGTH AS NEEDED) Z ril- o3'-0"" SEWER STUBE 0 I FUTURE 4" SIDE SEWER ::6 SEWER MAIN TEE X 6" I / 2"x 4" STUD MARKING POST PAINTED TEE. 6' CAP J WHITE WITH THE WORD 'SEWER' STENCILED I IN 3" HIGH BLACK LETTERS AND #6 WIRE Z WRAPPED AROUND THE STUD AND 7 EXTENDED TO THE TOP OF TIE STUD. COUPLING (TYP.) a I 6'X6'X6' SURFACE CLEANOUT WITH CAST IRON RING AND COVER (EAST JORDAN IRON WORKS PRODUCT NO. 00367502 OR APPROVED EQUAL, SPECIFY "SEWER' ON LID), I (SEE STD. PLAN 403.1 FOR INSTALLATION) L___J JM EAGLE THREADED CLEAN -OUT ADAPTER HUB BEND AS & PLUG (OR APPROVED EQUAL) REQUIRED /'EXISi1NG SANITARY / SEWER MAIN ,, ,,. uim sI OPE =3 `6" SEWER STUB 6"X6'X6' WYE `FUTURE 6"x 4" REDUCER \` SEWER MAIN SIZE X 6" TEE ACCEPTABLE PROCEQIIRES FOR SIDE SEWER CONNEC,DQNS TO EXISTING SEWER MAIN A. VITRIFlEO CLAY MAIN - CUT IN A NEW PVC 'TEE' USING 'STRONG -BACK' FLEXIBLE COUPLINGS (FERNCO OR APPROVED EQUAL). B. CONCRETE MAIN - CUT IN A NEW PVC 'TEE' USING "STRONG -BACK' FLEXIBLE COUPLINGS (FERNCO OR APPROVED EQUAL). C. PVC h C900 PVC MAIN - CUT IN NEW TEE USING RIGID COUPLINGS OR CORE -DRILLED WITH A ROMAC SADDLE (OR APPROVED EQUAL). D. DUCTILE IRON MAIN - CORE -DRILLED WITH A ROMAC SADDLE (OR APPROVED EQUAL) E. MANHOLE CONNECTION - ALL CONNECTIONS TO MANHOLES SHALL BE AT MANUFACTURED KNOCK -OUTS OR THE STRUCTURE SHALL BE CORE -DRILLED. OJj 3000 PSI MIXTE NCRE BLOCKING �Tj Z5 ��P1N0 OGK�N ' GG _ 2x MIN SLOPE L 6" TEE HORIZONTAL 6" MIN. SEWER SEWER MAIN MAIN CONCRETE BLOCKING ANGLE OF TEE AT MAIN BETWEEN 25' AND 45' TYPICAL SIDE SEWER NOTE: UNLESS OTHERWISE SHOWN ON PLAN, SIDE SEWER SHALL HAVE A MINIMUM 2.5' COVER AT PROPERTY LINE OR 3-5' LOWER THAN THE LOWEST HOUSE ELEVATION, WHICHEVER IS LOWER. STANDARD SIDE SEWER STD. PLAN - 406.1 • PUBLIC WORKS APPR VED: DEPARTMENT INSTALLATION / (SEWER MAIN TO PROPERTY LINE) `uk ti " uA`1 Encompass ENGINEERING & SURVEYING Western Washington Division 165 NE Juniper Street, Suite 201 • IssaQuah, WA 98027 • Phone: (425) 392-0250 Eastern Washington Division 1 407 Swiftwater Blvd. • Cle Elu1n, WA 98922 • Phone: (509) 674-7433 N0. AS-BUILTS REVISION S. W. 114 OF S. W. 114 OF SECTION 04, T. 23 N., R. 05 E. W. M. CITY OF RENTON, STATE OF WASHINGTON BOLTHOLES - 3 PLCS EQUALLY SPACED 120' APART ON 23 1/16' (581 DIA B.C. (SEE DETAIL) �o RL'NTON O SEWER ti MADE [M USA COVER & FRAME PLAN VIEW 25' DIA. E635nro] 1' 3/4' [25111 [19MMI 8 3/4' L 2 1/2' E222ron1 [64ml TYP COVER SECTION VIEW 26 1/2' DIA (673n11] 25 1/4' DIA [64111r1] L 1/16' 1/4' (1 DIA [27l NEOPRENE GASKET 1 t 6 A" C151 nnl 5/8' J 23 3/6' DIA CL OPEN 1161 [594r1r1J 27 5/16' DIA (6941 34 1/8' DIA COVER BOTTOM VIEW (3) BLT SOC. (ALLEN HEAD) 5/8'-11 X 1.5 SS RUBBER WASHER EON BOLTING DETAIL [6nm] ' (27nn) 1/8, J [iron) 1/8' [R3ronl GASKET GROOVE DETAIL 1867ml NOTES: FRAME SECTION VIEW 1. ALL COVERS SHALL BE LOCKING LID PER EAST JORDAN IRON WORKS INC. No. 3717C1 OR EQUAL. 2. USE FRAME AND COVER FOR STORM (SPECIFY "DRAIN" ON COVER), SANITARY (SPECIFY "SEWER"), OR WATER (SPECIFY "WATER"). TY PUBLIC WORKS DEPARTMENT MANHOLE FRAME AND COVER STD. PLAN - 401 'fig O� DECEMBER 2008 SURVEYED: SDM DESIGNED: NEM DRAWN: TLK KMR 05122123 KMR CHECKED: NEM BY DATE APPR APPROVED: NEM SCALE 1" = 20' ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/1991 DATU M RECESSED LIFT POCKET W/2 3/4" LETTERING "SEWER" (2) BOLT SOC. (ALLEN HEAD)5/8" - 11 X 1.5 STAINLESS STEEL REF. PART #00981177 8" CLI ASPHA 5/F„ 1/4" 12-1/2" j LI 1 I� -T1-1/8" 2-1/4" 1I 213/4 �11 CAST IRON RING AND COVER BOLT DETAIL �- 45' (1/8) BEND Not to Scale FRAME DR IDABLE 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-O" THICK, 2'-0" SQUARE CONCRETE, CLASS 3000, PAD AROUND TIIE RING AND COVER. STD. PLAN - 403.1 • PUBLIC WORKS 8" OR 6" CLEANOUT APPROVED: DEPARTMENT FOR SANITARY SEWER MAIN 1 D�Mr . D E 0 Cl T Y OF RENTON Planning/Building/Public Works Dept. �,�� pF WASjYI��i -1 o 4' 917 AL LN 0 5/22/23 AS -BUILT DRAWINGS PLAN THESE AS -BUILT DRAWINGS AND THE INFORMATION SHOWN ACCURATELY REFLECT EXISTING FIELD CONDITIONS AS OF 05/22/23 (DATE SIGNED) BY: KEVIN M. REESE -ti --��- 05/22/23 P OFESSIONAL ENGINEER OR DATE PROFESSIONAL LAND SURVEYOR rn� 00 0 Q- z 0 0 S-408204 R- 408212 m IN COMPLIANCE WITH CITY OF RENTON STANDARDS � O J 28 HUNDRED UNIT L 0 T SUBDIVISION DETAILS DATE 1211312021 FIELDBOOK: N/A PAGE: NIA T y DRAWING N0: 1666.3 oo N SHEET.• 12 OF 12 Z Z Z Z Z Z Z 1 Z O U) r) U) O Z LLI ry 0 Z r 00 N U 10' LANDSCAPE STRIP NOTE: LIMITED PLANTINGS OVER INFILTRATION TRENCH NEW LAWN WHERE DRIVEWAY HAD BEEN REMOVED PROVIDE TWO NEW STREET TREES MATCH EXISTING EXISTING LAWN TYPICAL EXISTING STREET TREE TYPICAL NEW LAWN WHERE DRIVEWAY HAD BEEN REMOVED EXISTING SIDEWALK EXISTING TREE TO BE REMOVED TRENCH INFILTRATION SYSTEM SEE ENGINEERING PLANS EXISTING RAINGARDEI Lane & Associates Landscape Architecture 13802 26TH AVENUE N.W. TULALIP, WA. 98271 (425) 885-2319 STATE OF WASHINGTON REGISTERED LANDSCAPE ARCHITECT BRUCE CAMERON LANE CERTIFICATE No. 375 S.W. 1 /4 OF S.W. 1 /4 OF SECTION 04, T. 23 N., R. 05 E., W.M. CITY OF RENTON, STATE OF WASHINGTON PLANT SCh EDU LE BOTANICAL NAME COMMON NAME 51ZE COMMENTS TREES Liquidambar 5tyraciflua Sweet Gum 5 2" cal. B*B, FULL * MATCHING Acer circinatum Vine Maple I I G'-7' B*B, FULL, MATCHING, 3 STEMS MIN. Acer palmatum ' Bloodcgood Bloodcgood Japanese Maple 7 2" cal. B*B, FULL * MATCHING Prunu5 5argentii 'Columnarl5' Columnar Sargent Cherry G 2" cal. B*B, FULL * MATCHING Pyru5 c. 'Chanticlear' Chanticlear Pear 5 2" cal. B*B, FULL * MATCHING Chamaecypar15 nootkaten515 Alaska Weeping Cedar G 8'-9' B*B, FULL * MATCHING ® Thuja occ. '5maragd' Emerald Green Arborvitea 32 5'-G' B*B, FULL * MATCHING SHRUBS Euonymu5 alatu5 'Compacta' Dwarf Burning Bush I G 5 gal FULL * COMPACT 0 Rhododendron 5p. Rhodo. 'Cunningham White' 12 2 1 "-24" FULL * COMPACT Hydrangea m. 'Bailmer' Endle55 Summer Hydrangea 9 2 gal FULL * COMPACT Azalea 'Sherwood Orchid' Azalea 29 2 gal FULL * COMPACT Nandina d0me5tica 'Gulf5tream' Gulf5tream nandina 33 2 gal FULL * COMPACT C 5piraea bum. 'Goldmound' Goldmound 5piraea 53 2 gal FULL * COMPACT (D Berberi5 t. 'Royal Burgandy' Red Barberry 1 1 2 gal FULL * COMPACT Viburnum davidii Cornu5 5tolonifera David's Viburnum RedtwicJ Dogwood G 1 4 2 gal 5 gal. FULL * COMPACT FULL * COMPACT P01y5tichum munitum Sword fern 52 1 gal. FULL * COMPACT Ilex crenata 'cornpacta' Compact Japanese Holly 70 3 gal. FULL, COMPACT, PLANT 24" O.C., HEDGE GROUNDCOVERS ArCt05taphyIO5 uva-ur51 Kinnikinnick 323 1 gal. FULL, COMPACT, PLANT 24" on -center Lawn TRENCH INFILTRATION SYSTEM SEE ENGINEERING PLANS PROPERTY LINE LANDSCAPE NOTES 1. CONTRACTOR SHALL BE RESPONSIBLE FOR FAMILIARIZING THEMSELVES WITH ALL OTHER SITE IMPROVEMENTS AND CONDITIONS PRIOR TO STARTING LANDSCAPE WORK. 2. CONTRACTOR SHALL USE CAUTION WHILE EXCAVATING TO AVOID DISTURBING ANY UTILITIES ENCOUNTERED. CONTRACTOR IS TO PROMPTLY ADVISE OWNER OF ANY DISTURBED UTILITIES. (LOCATION SERVICE PHONE: 1—800-424-5555) 3. CONTRATOR SHALL MAINTAIN AND WATER ALL PLANT MATERIAL FOR 1 YEAR OR UNTIL FINAL INSPECTION AND ACCEPTANCE 4. CONTRACTOR SHALL BE RESPONSIBLE FOR COMPUTING SPECIFIC QUANTITIES OF GROUND COVERS AND PLANT MATERIALS UTILIZING ON —CENTER SPACING FOR PLANTS AS STATED ON THE LANDSCAPE PLAN AND MINIMUM PLANTING DISTANCES AS 5. GROUND COVERS SHALL BE PLANTED IN AN EQUILATERAL TRIANGULAR SPACING PATTERN AT THE ON —CENTER DISTANCES SHOWN ON THE PLAN OR IN THE PLAN SCHEDULE. WHERE GROUND COVER ABUTS CURBING, SIDEWALKS, SIGNS OR POLES, MINIMUM PLANTING DISTANCES SHALL BE 12" FROM CENTER OF PLANT TO CURB, SIDEWALK, ETC. MINIMUM PLANTING DISTANCE SHALL BE 24" FROM CENTER OF TREES AND SHRUBS. 6. CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING THE QUANTITIES OF PLANTS THAT ARE REPRESENTED BY SYMBOLS ON PLAN 7. SUBGRADE IS TO BE WITHIN 1/10TH OF ONE FOOT AS PROVIDED BY OTHERS. ALL PLANTING AREAS TO BE CLEARED OF ALL CONSTRUCTION MATERIAL AND ROCKS AND STICKS LARGER THAN 2" IN DIAMETER. 8. NEW BED AND LAWN AREAS, AS SHOWN ON THE PLANS, SHALL RECEIVE A MINIMUM OF 4" DEPTH "CEDARGROVE" COMPOST THEN ROTOTILLED TO A DEPTH OF 8". THEN AN ADDITIONAL 4" MINIMUM OF 3—WAY TOPSOIL IN ALL NEW BED AREAS AND 2"IN LAWN AREAS. 9. ALL BEDS TO RECEIVE A MINIMUM OF 3" FERTI—MULCH. 10. ALL PLANT MATERIAL SHALL BE FERTILIZED WITH AGRO TRANSPLANT FERTILIZER 4-2-2 PER 11. ALL PLANT MATERIAL SHALL CONFORM TO ANSI 260.1 AMERICAN STANDARDS FOR NURSERY STOCK, LATEST EDITION. A. GENERAL: ALL PLANT MATERIALS FURNISHED SHALL BE HEALTHY REPRESENTATIVES, TYPICAL OF THEIR SPECIES OF VARIETY AND SHALL HAVE A NORMAL HABIT OF GROWTH. THEY SHALL BE FULL, WELL —BRANCHED, WELL— PROPORTIONED, AND HAVE A VIGOROUS, WELL —DEVELOPED ROOT SYSTEM. ALL PLANTS SHALL BE HARDY UNDER CLIMATIC CONDITIONS SIMILAR TO THOSE IN THE LOCALITY OF THE PROJECT. B. TREES, SHRUBS, AND GROUNDCOVERS: QUANTITIES, SPECIES, AND VARIETIES, SIZES AND CONDITIONS AS SHOWN ON THE PLANTING PLAN. PLANTS TO BE HEALTHY, VIGOROUS, WELL —FOLIATED WHEN IN LEAF. FREE OF DISEASE, INJURY, INSECTS, DECAY, HARMFUL DEFECTS, AND ALL WEEDS. NO SUBSTITUTIONS SHALL BE MADE WITHOUT WRITTEN APPROVAL FROM LANDSCAPE ARCHITECT OR OWNER. 12. CONTRACTOR TO PROVIDE A ONE—YEAR WARRANTY ON ALL PLANT MATERIAL. Tree Density CalculationsMulti - Family Development 2. Revised per revised engineers site plan rec.11-14-19 1. Revised per city redline document dated 9-14-19 and engineering revisions received 10-17-19 N0. REVISION LOT SIZE 28,694 S.F. _ 5.7 x (4 Trees) 5,000 S.F. = 23 Significant trees required (32) 3 Significant trees remaining Total 65 caliper inches / 2 32 Significant trees count �, pripline I I ,F, I I I I I I � I I � I I I 1d j 6 Ft.Temporary Chaln LlnkFence Critical r ' Root Zone _ ROOTS_ ` ROOTS .. 1 NO One sign per 50 feet F.� 1`;� S 1'' I TRESSPASSING {minimum of 2 signs) PROTECTED 10 Ft. TREES Figure 1• TREE PROTECTION FENCE DETAIL. DRIPLINE METHOD SURVEYED: DESIGNED: BCL 11-18-19 BCL BCL 10-17-19 APPR DRAWN: BCL CHECKED: BCL BY DATE APPR APPROVED: BCL STAPLE TREE ZREINFORCED RUBBER HOSE OR VINYL W/16 GA. WIRE TIES DETAIL 2" MAX. PRUNE DISEASED AND 1 BROKEN BRANCHES SPECIFIED TREE STAKES) HOSE & WIRE TIES, INSTALL "TREE BOOT" OR SEE DETAIL ABOVE "ARBORGARD" IN LAWN AREAS. REMOVE BINDING TWINE & TOP PLANT TREE 1"-2" HIGHER 1/3 OF BURLAP. THAN IN NURSERY 2" SETTLED DEPTH WITH SPECIFIED MULCH WATERING BASIN TABLETS 0-10-5) SPECIFIED PLANTING SOIL - SCARIFY PLANTING PIT SIDES AND BOTTOM UNDISTURBED GROUND 6" DEEP, FIRM, NATIVE SOIL MOUND 12" MIN. FOR WOOD STAKES & 18" FOR REBAR FINISH 2x ROOTBALL WIDTH _SIN HEAVY SOILS, AUGER 8"x6' DEEP HOLE (OR THROUGH HARDPAN) FILL WITH CRUSHED ROCK. VERIFY GOOD DRAINAGE PRIOR TO PLANTING. TREE PLANTING & STAKING DETAIL_ NOT TO SCALE STAPLE TREE -REINFORCED RUBBER HOSE OR VINYL W/16 GA. WIRE TIES DETAIL PRUNE DISEASED AND BROKEN BRANCHES HOSE AND WIRE TIES, SEE DETAIL ABOVE SPECIFIED TREE STAKE(S) REMOVE BINDING MATERIAL AND TOP 1/3 OF BURLAP WATERING BASIN 2" SETTLED DEPTH WITH SPECIFIED MULCH SPECIFIED AMENDED BACKFILL FERTILIZER TABLETS SCARIFY PIT SIDES AND BOTTOM FIRM NATIVE SOIL MOUND CONIFEROUS TREE PLANTING AND STAKING DETAIL SCALE: • 1"=20' C TY 0E RENTON ONE INCH AT FULL SCALE Planning/Building/Public Works Dept. IF NOT ONE INCH SCALE ACCORDINGLY PLANT 1" HIGHER IN NURSERI FINISH GRA[ NOT TO SCALE 'RUNE DISEASED AND 3ROKEN BRANCHES 2EMOVE TOP 1/3 OF BURLAP ?" SETTLED DEPTH OF SPECIFIED MULCH ERTILIZER TABLETS/SPECS SPECIFIED AMENDED BACKFILL ;OMPACT AND WATER THOROUGHLY FIRM NATIVE SOIL MOUND SHRUB PLANTING DETAIL NOT TO SCALE EQUAL SPACING CUbC Vr rHVIIVb VR rLHIV iwjV, DCU SHRUB AND GROUNDCOVER SPACING DETAIL R-408213 A-NNNNNNN p APPROVED FOR CONSTRUCTION > SUBJECT TO ERRORS AND OMISSIONS i PLANNING DIVISION m BY: A PPROA DATE: • 12/09/2019 jding I ­_BY: DATE: O J BY: DATE: Z BY: DATE: 0 DATE: W FIELDBOOK /28/19 28 HUNDRED UNIT LOT SUBDIVISION PAGE: Z TREE RETENTION / LANDSCAPE PLAN DRAWING N0: 44-2016 M= SHEET: L-1 OF: 1 CIO N NOT TO SCALE z _0 U) r) m U) 0 J z D ID LLI ry ID z _ oo N U w Ld J Ll HYDROZONE NO. VALVE SIZE III I G.04 GPM (LAWN, PROPOSED LAWN ARE, HYDROZONE NO. VALVE SIZE I" 18.95 GPM (BED) HYDROZONE NO. VALVE SIZE I" 9.05 GPM (LAWN) EXISTING LANDSCAP EXISTING STREE TREE: EXISTING 51DEWAU HYDKOZONE NO. G VALVE SIZE I'' 22.46 GPM (LAWN) HYDROZONE NO.7 VALVE SIZE 111 23.83 GPM (BED) EXISTING RAI GARDE THIS IRRIGATION PLAN IS SCHEMATIC IN NATURE. FINAL PIPE LAYOUT TO BE DETERMINED IN THE FIELD. LOCATE ALL VALVES IN SHRUB BEDS IF POSSIBLE. VALVE SIZE I" 12.7 GPM (BED) Lane & Associates Landscape Architecture 13802 26TH AVENUE N.W. TULALIP, WA. 98271 (425) 885-2319 AD�% STATE OF WASHINGTON REGISTERED LANDSCAPE ARCHITECT BRUCE CAMERON LANE CERTIFICATE No. 375 S.W. 1 /4 OF S.W. 1 /4 OF SECTION 04, T. 23 N., R. 05 E., W.M. CITY OF RENTON, STATE OF WASHINGTON POINT OF CONNECTION SEE DETAIL / SHEET L-3 EXISTING WATER SERVICE 3/411 HYDROZONE NO. I VALVE SIZE I'' 8.84 GPM (BED) HYDROZONE NO. 2 VALVE SIZE I" 15.89 GPM (BED) CONTROLLER PROPERTY LINE HYDROZONE NO. I I VALVE SIZE I" 13.0 GPM (BED) HYDROZONE NO. 10 VALVE SIZE I'' I O. G8 GPM (LAWN) LATERAL LINE SPRAY HEAD LOCATION SEE IRRIGATION SCHEDULE PROPOSED SIDEWALK LOCATION MAIN LINE 12" FOR LEGIBILITY, SOME LINES ARE SHOWN IN SIDEWALKS OR OFF SITE, THESE ARE TO BE PLACED IN THE NEAREST APPROPRIATE BED (TYP) 'ER COORDINATE WITH GENERAL CONTRACTOR 5YM130L IRRIGATION MANUFACTURER/MODEL NO. SCHEDULE GPM RADIU5 P51 REMARKS RAINBIRD NOZZLES 15 STRIP SERIES 0 1 5E5T O.G I 4'x 15' 30 4" POP-UP (LAWN) 1 555T 1 .2 1 4'x3O' 30 G" POP-UP (BEDS) 1800 SERIES SPRAY HEADS 5 SERIES MPR 5Q 0.10 5' 30 4" POP-UP (LAWN) 5H 0.20 5' 30 G" POP-UP (BEDS) O 5F 0.41 5' 30 1800 SERIES SPRAY HEAD5 10 SERIES MPR ® I OQ 0.30 10' 30 4" POP-UP (LAWN) ® I OH 0.70 10' 30 G" POP-UP (BEDS) ® 1 OF 1.58 10' 30 1800 SERIES SPRAY HEADS 8 SERIES MPR E� 8Q 0.2G 8' 30 4" POP-UP (LAWN) 8H 0.52 8' 30 G" POP-UP (BEDS) 1800 SERIES SPRAY HEADS FOC POINT OF CONNECTION WITH FEBCO MODEL 850 1 1/2" DOUBLE CHECK A55EMBLY SEE SCHEMATIC DETAIL 5HEET LA-5 © HUNTER XC HYBRID CONTROLLER BATTER POWERED NOTE: PROVIDE'RAIN SENSOR', AUTOMATIC RAIN SHUTOFF DEVICE HUNTER PGV SERIES VALVES WITH DC LATCHING 50LENOIDE5 FOR BATTER POWERED CONTROLLERS ALL VALVES SHALL BE 1 .0" 51ZE MINIMUM LATERALS - PVC CLA55 200, SIZE A5 INDICATED ON CHART. MIN. 1 2" COVER - - - - - - MAINLINE - 1 1/4" PVC SCHEDULE 40 MINIMUM 1 8" COVER IRRIGATION SLEEVE, 4" PVC 5CHEDULE 40 MIN. 18" COVER PER DETAIL SHEET L-3 PROVIDE SLEEVES AT ALL DRIVEWAY AND 51DEWALK CROSSINGS SIZING FOP, PVC FIFF O-B GpM _V4" 9-16 CTM -1" 11-24 CTM -1Y" 25-32 6FM -1Y2" 33-50 6PM -2'' IRRIGATION NOTES 1. GENERAL CONTRACTOR TO PROVIDE: A. NOTIFICATION FOR THE INSTALLATION OF 5LEEVING. NOTICE TO IRRIGATION CONTRACTOR SHALL BE A MINIMUM OF 48 HOURS PRIOR TO INSTALLATION. B. ALL NECESSARY FIELD LAYOUTS TO VERIFY EXACT LOCATION OF ALL REQUIRED SLEEVES. C. IRRIGATION MAINLINE SLEEVES SHALL BE NO MORE THAN 24 INCHE5 NOR LE55 THAN 18 INCHES FROM TOP OF FINISH GRADE. D. ANY CHANGE5 AND/OR ADJUSTMENTS IN SLEEVES, ONCE INSTALLED, SHALL BE DONE AT THE EXPENSE OF THE GENERAL CONTRACTOR. E. INSTALLATION OF 110 VOLT ELECTRICAL SERVICES FROM ELECTRICAL 50URCE TO AUTOMATIC CONTROLLER, INCLUDING WIRE HOOK-UP INTO MOUNTED CONTROLLER (IRRIGATION CONTRACTOR WILL MOUNT CONTROLLER PER DE51GN AND COORDINATE WITH GENERAL CONTRACTOR). F. VARIFY WELL CAPACITY TO PROVIDE MINIMUM OF 22 GPM AT 45 PSI, OTHR W15E PROVIDE MINIMUM, A 3/4" IRRIGATION METER SERVICE FOR EACH TRACT. G. PROVIDE GALVANIZED STANDARD THREADED STUB -OUT WITH THREADED CAPON D15CHAKGF 51DE OF METER. STUB -OUT TO BE INSTALLED APPROXIMATELY 18 INCHES BELOW FIN15HED H. REMOVE ALL A5PHALT EXTENDING GREATER THAN 4 INCHES BEYOND BACK OF EXTRUDED CURBING, TO ALLOW FOR IRRIGATION HEAD PLACEMENT. 2. ALL WORK PER LOCAL CODE. INSTALLED PER MANUFACTURER'S SPECIFICATIONS. 3. PRIOR TO START OF CONSTRUCTION VERIFY MINIMUM 50 GPM AT GO P51 AT STUB -OUT LOCATION, VERIFY ALL DIMENSIONS AND CONDITIONS, NOTIFY LAND5CAPE ARCHITECT OF ANY DISCREPANCIES PRIOR TO BEGINNING CON5TRUCTION. 4. 5LEEVING 15 REQUIRED FOR ALL IRRIGATION AND CONTROL WIRE UNDER ALL PAVEMENTS, WALLS, ETC. CONTRACTOR 15 RESPONSIBLE FOR VERIFICATION OF 51ZE OF ALL 5LEEVING REQUIRED FOR COMPLETE INSTALLATION OF WORK. 5. ALL SLEEVES SHALL BE 2X THE DIAMETER OF INSERT PIPES UNLE55 OTHERWISE NOTED. BURY 18" AND PROJECT 15" INTO PLANTINGS. G. MAINLINE SHOWN RUNNING PARALLEL TO PAVING EDGE SHALL BE INSTALLED IN ADJACENT PLANTING AREAS AND NOT UNDER PAVEMENT. INSTALL ALL VALVES IN SHRUB AREAS. 7. PLAN 15 DIAGRAMMATIC. ADJUST LINE LOCATIONS A5 NECESSARY. HEADS TO BE PLACED ACCORDING TO PLAN. 8. PLACE ALL POP-UP HEADS 2 INCHES FROM ALL CURBS AND SIDEWALKS. SHRUB POP-UP HEADS TO BE SET MINIMUM 112 INCH ABOVE FIN15H GRADE (AFTER MULCH). PLACE LAWN POP-UP HEADS FLUSH WITH GRADE AND G INCHES FROM BUILDING5 (TO ALLOW FOR MOW STRIP). 9. PRESSURE TEST ALL 5Y5EM JOINTS, CONNECTIONS, COUPLING5, VALVES, AND ALL OTHER JUNCTION POINTS SHALL BE LEFT EXP05ED UNTIL COMPLETION AND ACCEPTANCE BY LAND5CAPE ARCHITECT. 10. PROVIDE OWNER WITH "A5-BUILT" DRAWINGS AND OPERATORS MANUAL UPON COMPLETION. SURVEYED: DESIGNED: BCL DRAWN: BCL 1. Revised per revised engineers site plan rec.11-14-19 BCL 11-18-191 FCHECKED: BCL NO. REVISION BY DATE APPR APPROVEBCL SCALE: 1 "=20' ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY CITY OF RENTON Planning/Building/Public Works Dept. R-408214 A-NNNNNNN p APPROVED FOR CONSTRUCTION U) ISSIONS i PLANNING DIVISION BY: 19APPROVED 12/09/2019 jding BY: BY: BY: Ij m U) DATE: ~ DATE: 0 J DATE: z DATE: 28 HUNDRED UNIT LOT SUBDIVISION IRRIGATION PLAN DATE: 3/28/19 W FIELDBOOK: PAGE: z DRAWING NO: 44-2016 M= ` 0 N SHEET: L-2 OF: 3 z z z z z z z 1 Q z _O > m 0 J z W ry z 00 N U PARSON 1320E-13B, GREEN PLASTIC BOLT -DOWN E BOX WITH CARSON BOX EXTENSIONS EQ'D. COVER SHALL BE MARKED CATION VALVE" ;HED GRADE /OLT WIRE, PROVIDE THERPROOF SPLICE <S AT ALL SPLICES EXCESS WIRE INSIDE /E BOX. )MATIC CONTROL (E SCHEDULE 80 N (2) LATERAL LINE MINUS HED ROCK FILL FROM TRENCH TYP. ELECTRIC IRRIGATION VALVE NOT TO SCALE -NOZZLES (SIZE PER PLAN) NOTE: INSTALL SPRINKLER PER IRRIGATION NOTES BACKFILL FINISH GR/ PVC MAIN AND TEE 2" BRASS AS REQ'D 3 C.F. 3/4" MINU WASHED R, S.W. 1 /4 OF S.W. 1 /4 OF SECTION 04, T. 23 N., R. 05 E., W.M. CITY OF RENTON, STATE OF WASHINGTON .KNER MODEL TMVK TROL VALVE KEY PACTED BACKFILL M TRENCH TYP. ;LASS 160 PVC PIPE I BUCKNER MODEL XVM VE SLEEVE CAP AT OF PIPE ER FABRIC \FI 140N EQ. OVERLAP _ WIDTH ON OF ROCK :KNER VBM-07 "ANGLE VALVE MANUAL DRAIN VALVE NOT TO SCALE COMPACTED BACKFILL—' MANUFACTURED FROM TRENCH TYP. SWING JOINT I.S. 36" LONG REBAR W/ FUNNY PIPE SHOSE CLAMP, TYP. LATERAL PIPE 6TERAL TEE 2 C.F. 3/4" MINUS 5 WASHED ROCK TYPICAL RISER ASSEMBLY NOT TO SCALE g�� III = — II IIIII .1 1 1 1' 1 1' NIP-112mall •: WIMIN Film MR&OIRR 2'-0" MAX. TRENCH IN PLANTING BED FINISHED GRADE TOP 6" OF TRENCH BACKFILL SHALL BE TOPSOIL TRACER WIRE OR DETECTOR TAPE COMPACTED BACKFILL FROM TRENCH 24 VOLT WIRING, WHERE REQ'D. TAPE TO BOTTOM OF IRRIGATION LINE UNDISTURBED SOIL TYPICAL TRENCH DETAILS NOT TO SCALE Lane & Associates Landscape Architecture 13802 26TH AVENUE N.W. TULALIP, WA. 98271 (425) 885-2319 STATE OF WASHINGTON REGISTERED LANDSCAPE ARCHITECT BRUCE CAMERON LANE CERTIFICATE No. 375 ICA 6" VALVE BOX W/ LOCKING LID FINISH GRADE QUICK COUPLER VALVE WITH LOCKING LID SCH. 80 RISER / NIPPLE 90 DEC. SCH. 80 ELL SCH. 80 NIPPLE 90 DEG4ANGLE SCH. 80 ELL RISER (45 DEG. MAX. FROM HORIZONTAL) . SCH. 80 ELL NIPPLE PVC SUPPLY LINE PVC TEE OR ELL QUICK COUPLER NOT TO SCALE GATE VALVE NOT TO SCALE LASTIC BOLT -DOWN VALVE BOX IITH BOX EXTENSIONS AS REQ'D. OVER SHALL BE MARKED RRIGATION VALVE" INISHED GRADE ;OMPACTED BACKFILL FROM 'RENCH TYP. " PVC CLASS 160 OR �CHEDULE 40 PIPE NOTCH SLEEVE TO IT AROUND MAIN LINE) /4" MINUS IASHED ROCK RICK (4)-PLACED �T EACH CORNER IOX NRS BRASS ATE VALVE VC MAIN LINE VC SCHEDULE 80 NION (2) /4" MINUS WASHED ROCK VALVE BOX PIT 2" TO 1 1/2" REDUCER SCH 80 PVC 1 1/2" SCH 40 PVC CARSON 1324-12B VALVE BOX WITH BOLT DOWN LID AND CARSON BOX EXTENSIONS) AS NEEDED TO SET TOP OF BOX AT FINISHED GRADE 1" QUICK COUPLING VALVE FOR WINTERIZATION OF THE IRRIGATION SYSTEM 1 1/2" PRESSURE REDUCING VALVE, TAPPED WITH GAUGE AND COCK. SET OUTLET PRESSURE AT 55 PSI. CARSON 173OC-12B VALVE BOX WITH BOLT DOWN LID AND CARSON BOX EXTENSION(S) AS NEEDED TO SET TOP OF BOX AT FINISHED GRADE 1 1/2" DOUBLE CHECK VALVE BACKFLOW PREVENTION ASSEMBLY WITH UNIONS BOTH ENDS 1 1/2" SCH 80 PVC TO PRESSURE REDUCING VALVE 2" TO 1 1/2" REDUCER SCH 80 PVC 2" GATE VALVE, SEE DETAIL 3 2" SCH 80 PVC TO POINT OF CONNECTION AND WATER METER POINT OF CONNECTION SCHEMATIC SURVEYED: SCALE: "=20' DESIGNED: CITY OF DRAWN: BCL RENTON , BCL ONE IN 1 . Revised per revised engineers site plan rec.11-14-19 BCL 11-18-19 CHECKED: AT FULL SCALE Planning/Building/Public Works Dept. CL IF NOT ONE INCH NO. REVISION BY DATE AP P R APPROVED: SCALE ACCORDINGLY BCL NOT TO SCALE BY: BY: BY: BY: R-408215 A-NNNNNNN APPROVED FOR CONSTRUCTION 9 R 9GT- Tn € -.".ND OMISSIONS DATE: DATE: DATE: DATE: DATE: 3/2 $/ 19 FI ELDB00 28 HUNDRED UNIT LOT SUBDIVISION PAGE: IRRIGATION PLAN DRAWING NO: 44-2016 SHEET: L-3 OF: z o_ 0 > 0 m Z) U) O J z Z) 0 W 0 z 00 N