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Home My WebLink AboutR-432805FACE OF CURB - 6 1/2'_51n- _1. 1.'2- R. 1' R. 124 I ) TOP OF lr1"R. ROADWAY 1 i -6 - T CEMENT CONCRETE TRAFFIC CURB AND GUTTER FACE OF ADJACENT CURB - 6 1/2-- FLUSH WITH GUTTER PAN AT SIDEWALK RAMP ENTRANCE L 1 1:24 TOP OF 1 r2" R. ROADWAY � r I 1 G 1 1 6' DEPRESSED CURB SECTION AT SIDEWALK RAMPS 3r8" - .• P• IAA• PREMOLDED JOINT FILLER E FULL -DEPTH EXPANSION JOINT _ 6' _ CEh1ENT CONCRETE 112' R 1' R VARIES SIDEWALK RAMP OR LANDING FROMi 6'TO0 l 1 310' PREMOLDED JOINT FILLER CEMENT CONCRETE PEDESTRIAN CURB AT SIDEWALK RAMPS AND LANDINGS FACE OF ADJACENT CURB - G i rr SEE DEPRESSED CURB DETAIL THIS SHEET 1:24 TOP OF f 1 1• ln' R. ROADWAY +- / 1 1 6" DEPRESSED CURB SECTION AT RESIDENTIAL DRIVEWAYS ONLY. FOR COMMERCIAL DRIVEWAYS SEE STD PLAN 104.2 FACE OF ADJACENT CURB GUTTER SURFACE FACE OF CURB 61n 51n" 1" 1n" R. _ _ - 1' R. I TOP OF ROADWAY f Ly 1 8 11.1' - CEMENT CONCRETE TRAFFIC CURB DEPRESSED CURB DETAIL AT RESIDENTIAL OR COMMERCIAL DRIVEWAYS. AND ALLEYS GENERAL NOTES: 1. See standard plans 102 and 101.1 for Curb expansion and conlractwn )oint spacing. 2. Expansion Joint shall be full depth, 318" lin.) premolded joint filler. 3. For Depressed A1dnd'ithic, Driveway Curb & Gutter Section, see Stardard Plan 104.2 STD, PLAN - 101 PUBLIC WORKS,CEMENT CONCRETE CURBS n DEPARTMENT' ` DacuSign Envelope ID: 6EECF5B6-602A-4E4A-B436-A317AA638878 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 APPLICANT'S CONTRACTOR 2. THE APPLICANT SHALL BE RESPONSIBLE FOR SECURING ALL NECESSARY CITY, STATE. AND FEDERAL PERMITS PRIOR TO CONSTRUCTION. 3. 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 MANHOLESICATCH BASINS WITHIN PUBLIC RIGHT-OF-WAY SHALL NOT BE ADJUSTED TO FINAL GRADE UNTIL AFTER PAVING. ALL MANHOLEICATCH 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 3:1 SLOPE FROM THE EDGE OF THE DRIVEWAY TO THE BOTTOM OF THE DITCH. EXISTING ASPHALT . PAVEMENT SAWCUT (SEE NOTE 2) RTERIAL STREET MINIMU 7" HMA (or ACP Class B) (SEE NOTE 1), OVER 6" CRUSHED ROCK RESIDENTIAL STREET MINIMUM I 4" HMA (or ACP Class B) (SEE NOTE 1), OVER 6" CRUSHED ROCK UNLESS OTHERWISE NOTED, DRAWING IS NOT TO SCALE (NTS) STD. PLAN - 267.00 mitt PPR t PUBLIC WORKS SURFACE WATER STANDARD PLAN ) IR-11 DEPARTMENT NOTES (1 OF 2) GAZ 9/28/2018 1 P�bl,r W-1 Ad-It.•m, DATF 2.0' MIN. (SEE NOTE 2) NOTES: 1. MUST MATCH EXISTING THICKNESS IF GREATER. 2. SAWCUT SHALL BE POSITIONED I' - 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, NEW CURB & GUTTER STD. PLAN - 103 PUBLIC WORKS CURB AND GUTTER \ PPRO D: DEPARTMENT REPLACEMENT DETAIL Z DacuSign Envelope ID: 6EECF5B6-602A-4E4A-B436-A317AA638878 B RAISED EDGE DETAIL LEVEL 112 EXTEND SIDEWALK 1RANSVERSE 1' - D' 1' - D" Iri-VN)R JOINTS TO INCLUDE RAISED EDGE R011 DING 2-- `.> SEE RAISED EDGE V-0" SIDEWALK DETA)L-THISSHE ALL CUT MN -LOPES+ Irl" (IN) R. (TYP.) 2.094 1 1 5% FOR CURD DETAILS Op. _ `SEE STO PI f01 V. I'8" (IN) PREVOLDED JOINT FaLER TYPICAL WHERE APPLICABLE I 1fZ- (IN) R rr`cP.) USTIFOR CURB DETAILS 1k% SEE STD PLAN 101 ^t s•'••'-:u•r r) �8RUSH G ROADWAY ' CRUSHED ROCK &+5 LTY"': UNDER ~ CRUSHED SURFACING TOP COURSE (CSTC) SIDE,VALK ptI PA CT TO 95% MODIFIED PROCTOR WITMRAISEDEDGE (UNLESSREOUIREMENTWAIVEDBY ENGINEER) TYPICAL UNDER ALLCURB. ALL CURB & GUTTER) 1 FINISHED GRADE V(IN) BELOW SIDEWALK TOP OF CONCRETE SURFACE �-� ADJACENT TO CURB 1, D, 1, 0, MIN ROU DING I? (IN) R (TYP I FOR CURB PLAIN AILS 101 % SEE STD PlAV 101 �4 •ter,::: - - - 00.10GE OR PEDESTRIAN5t�acN, •' �-- RAILING -\ StY- ,-yt FOR CURB DETAILS ADJACENT TO CURB ELVTRIER - SEE S'DEWALK SEE ETD PLAN 101 (STEEP FILL SLOPES) CONTRACT PLANS -1YALl, OR RARR:ER I I SIDEWALK FLusH vl• 1_ss: y VERTICAL WALL SEE WALLDETA``• • ]'&- (IN) PREMOLDEO )Y • - JOIFfTFILLER ADJACENT TO CURB AND RAILING OR WALL a' (IN) yPREMOIDED JOINT FILLER TREATLFOR �N7 I SIDEWALK I SUrFER STRIP SIDEWALK ADJACENT WALL DETAIL SL -SID ALR- (SEE NOTE 10) OT 14 1R-(IN)R SECTIONS 1 (TYP ) •• .S%• r FOR CURB DETAILS 1.5%MIN / SEE STD PLAN IDI • \ ' • I :. BROOMED FINISH !-E OR MATCH EXISTING t-YADE.SMOOTH FINISHD GRADE I-(iN) BELOWTGP OF CTROWELED PERIMETER_ SURFACE FOR PLANTING - FLUSH IF PAVED Q 1¢ 3" O CEMENT CONCRETE CURB (CURB AND GUTTER SHOWN) ADJACENT TO BUFFER STRIP / FOR CURB DETAILS / 5 • p' -t � ' SEE STO PLAN 101 gn _ t;W TO 176- NOTES 1. Four feet of the sidewalk width shall n� CONTRACTION JOINT be the minimum pedestrian IN slDEwux Drat• ram'• accessible route ;=.+n� free of vortical'•7177, ,'• and horizontal obstructions. Gratings, t:�\ r !►" ' '� Access Covers, JUnd10nBoxes, FULL-DCPTHEXPANSION JOINT INBOTII-��--�• ' Cable Vaults, Pull Boxes and other I CURB AND SIDEWALK (SEE STU PLAN 10, 11 appurtenances within the Sidewalk ` s�Q f 318, C CONTRACTION JOINT must be flush with surface, and match q� grade of the sidewalk. JOINT AND FINISH DETAIL - • --- -- 3 Monolithic Cement Concrete Curb and Sidewalk K not permitted in new For other referenced NOTES see • ! ' ' . i ;Rom°; construction. When replacement work STD PLAN 104.2. necessitates a Monolithic Cement Concrete Curb build per WSDOT JOINT PREMOLDE C1_DFILLER Standard Plan F-30.10-03. Paved surfaces must Comply with E FULL -DEPTH 3. Concrete to be 4.000 PSI, STD PLAN 102.1 as applicable EXPANSION JOINT STD. PLAN - 102 CEMENT CONCRETE SIDEWALK r.. PUBLIC WORKS DEPARTMENT 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- 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 140 - 70% PASSING: • 2 - 4 INCH ROCK ! 30 - 40% PASSING: AND • LESS THAN 2 INCH ROCK 1 10 - 20% 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 ANDIOR 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 BASINWANHOLE 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. UNLESS OTHERWISE NOTED, DRAWING IS NOT TO SCALE (NTS) Aontbk STD. PLAN - 267.10 143 PUBLIC WORKS SURFACE WATER STANDARD PLAN PPR 1) DEPARTMENT NOTES (2 OF 2) GAZ 9/28/2018 1 10I., Adm I-., DATF :45 Af DEVELOPMENT ENGINEERING HHuynh 01/23/2025 :01 Color Codes The utilities will be identified by painted marks or flags within twenty-f ur Inc_hes on either Side of the utildy line, RED Elector YELLOW Gas, Oi, Fuel ORANGE Cable, TV. Tolophonv BLUE EVE PXq Mw GREEN�,,,� _"11% " Is P A R K W E S T D E S I G N U/ J cn a Uj � LO w o �Q� 0 0 Q �M Z WZZ < Ur co O cn QoZ w Z i Revision Revision Description Revision Number Date Client: Revision Schedule 1302 N 30TH ST RENTON WA 98056 IN COMPLIANTEIWITH CITY OF RENTON STANDARDS rawn By: Date: Sheet F4 w 7i Q NIr Qu MATT SURVEYED: DESIGNED: DRAWN: C HEC KED: A Q Q Q APPROVFI SCALE: VERTICAL: NAVD "ORIZo5/ NAD 19CITY OF 83/1991 ONE RENTON Il Plcnning/Building/Public Works E;6NE ANLIE Dept. ACCORDINGL Scale: LING RESIDENCE RENTON, WA 98056 TYPIC.AI gTAKnARn nFTAII 6/1 D RI R-432805 PAL,t/101"(01K SHEET: 2 CIF: C2