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HomeMy WebLinkAboutCD-3818 Seta 0 co W Z z C'J Lo LO LU co a LU m' ic ZLL; Z$ C aU 2 UpE opo n 0 U_ Cn rrW Z W U 0 Z Z rrQ W 0 20 Q Vicinity Ma NTS Horizontal Control Diagram Scale: 1 "=80'-0" G G CP# 28 Pie 460A-25.28 MIC oV N=183052.33eters E=1308175.05 ELEV.=341.67 I , u7 N O N 1__ co N N b 00 z W Z Q I cc3 L_ I !I, I I Renton Technical olleeg uil(lin9 K Datum Site Information GENERAL Owner Sheetindex ASPHALT HORIZONTAL DATUM: NAD '83 '03, WASHINGTON COORDINATE SYSTEM NORTH SITE ADDRESS: 3000 NE FOURTH STREET RENTON TECHNICAL COLLEGE CO.00 COVER SHEET ZONE. BASED ON RTK GPS MEASUREMENTS CONSTRAINED TO THE WASHINGTON FDC RENTON, WASHINGTON 98056 3000 NE FOURTH STREET CO.01 CIVIL NOTES STATE REFERENCE NETWORK. BENCHMARK RENTON, WA 98056 CO.02 CIVIL NOTES BASIS OF BEARING: CENTERLINE KIRKLAND AVE. NE ZONING: IL FH C1.00 DEMOLITION PLAN VERTICAL DATUM: NAVD 88 BASED ON RTK GPS MEASUREMENTS TAX ACCOUNT NOS.: 727800475 BOTTOM OF CURB C2.00 C2.10 T.E.S.C. PLAN T.E.S.C. DETAILS CONSTRAINED TO THE WASHINGTON STATE REFERENCE NETWORK AND GEOID SQUARE FEET BMP C3.00 GRADING AND STORM DRAINAGE PLAN 2003 MODEL. AREA: 4.48 ACRES Architect C3.10 PAVING AND DRAINAGE DETAILS HA DISTURBED AREA: 0.8 ACRES TEMPORARY C4.00 UTILITY PLAN ALL DISTANCES SHOWN ARE GROUND DISTANCES UNLESS OTHERWISE NOTED. IE INVERT ELEVATION McGRANAHAN ARCHITECTS C4.10 UTILITY DETAILS 8W EXISTING IMPERVIOUS AREA PRIOR TO PROJECT 103,500 SOFT 2111 PACIFIC UITE 100AVE,2 C5.00 PAVING PLAN THE LOCATION AND DESCRIPTION OF ALL SURVEY MARKERS SHOWN HEREON PROPOSED IMPERVIOUS AREA AFTER PROJECT 104,900 SOFT TACOMA, WA 98402 C5.10 PAVING DETAILS ARE BASED ON FIELD OBSERVATIONS TAKEN ON DECEMBER 26, 2013, TOP OF WALL 11255 KIRKLAND WAY #300 CB C5.20 PAVING DETAILS UNLESS OTHERWISE INDICATED. r cP# 22 460A-25.22 MIC N=182224.13 Jefferson Ave NE E=1308181.57 ELEV.-336.61 COUGHLIN PORTERLUNDEEN A CONSULTING STRUCTURAL AND CIVIL ENGINEERING CORPORATION 1 801 SECOND AVENUE -SUITE 900 P: 206/343-0460 43667 O SEATTLE, WA 98104 F: 206/343-5691 t S F'CiSTE\ rqj ti 4 \\\\\\\\\\\\: SCALE 1"=80' Earthwork Quantities EXCAVATION 50 CY FILL 50 CY NOTE: THE QUANTITIES SHOWN ARE PRELIMINARY ESTIMATES ONLY AND INTENDED FOR MUNICIPAL PERMITTING AND REVIEW FEES. THE CONTRACTOR SHALL IGNORE THESE QUANTITIES, THEY ARE EXCLUDED FROM THE BID DOCUMENT INFORMATION. THESE VOLUMES SHALL NOT BE USED BY THE CONTRACTOR AS A BASIS FOR ANY CONTRACTUAL INFORMATION. THE CONTRACTOR SHALL PREPARE THEIR OWN EARTHWORK QUANTITIES BASED ON THE INFORMATION PROVIDED IN THE CONTRACT DOCUMENTS, INCLUDING BUT NOT LIMITED TO DRAWINGS, SPECIFICATIONS, AND THE GEOTECHNICAL REPORT. List of Civil Abbreviations Civil Engineer COUGHLIN PORTER LUNDEEN 801 SECOND AVENUE, SUITE 900 SEATTLE, WA 98104 206) 343-0460 CONTACT: KEN WIERSEMA Landscape Architect THE BERGER PARTNERSHIP 1721 8TH AVENUE N SEATTLE, WA 98109 206)325-6877 CONTACT: JASON HENRY Contractor GENERAL GENERAL GENERAL TBD ASP ASPHALT FF FINISH FLOOR ROW RIGHT-OF-WAY ATB ASPHALT TREATED BASE FDC FIRE DEPARTMENT S SOUTH BM BENCHMARK CONNECTION SS SANITARY SEWER B BOLLARD FH FIRE HYDRANT SD STORM DRAIN BC BOTTOM OF CURB GM GAS METER SBFT SQUARE FEET BMP BEST MANAGEMENT PRACTICES GV GAS VALVE STD STANDARD SurveyorBOEBOTTOMOFEXCAVATIONHAHANDAUGERBORINGTEMPTEMPORARY BR BOTTOM OF ROCKERY IE INVERT ELEVATION TC TOP OF CURB 8W BOTTOM OF WALL IP IRON PIPE TR TOP OF ROCKERY PACE CHAN CHANNEL LF LINEAR FEET TW TOP OF WALL 11255 KIRKLAND WAY #300 CB CATCH BASIN MH MANHOLE iYP TYPICAL KIRKLAND, WA 98033 CO CLEAN OUT MAX MAXIMUM W/ WITH 425) 827-2014 CONTACT: BILL HAWKINS CONC CONCRETE MJ MECHANICAL JOINT W WEST CD CURB DROP MIN MINIMUM W WATER DI DUCTILE IRON N NORTH WGT WEIGHT DIA DIAMETER NIC NOT IN CONTRACT WM WATER METER E EAST OD OUTSIDE DIAMETER WMH WATER MAN HOLE EL ELEVATION OHP OVERHEAD POWER LINE WV WATER VALVE ELEV ELEVATION REC) PER RECORD YD YARD DRAIN EX EXISTING REC PER RECORD EB EXPLORATORY BORING RJ RESTRAINED JOINT RIM RIM ELEVATION Construction Sequence 1. ARRANGE AND ATTEND PRE -CONSTRUCTION CONFERENCE WITH THE CITY OF RENTON PUBLIC WORKS DEPARTMENT. 2. VERIFY VERTICAL AND HORIZONTAL LOCATIONS OF ALL EXISTING UNDERGROUND UTILITIES. CONTACT ALL UTILITY COMPANIES THAT MAY BE AFFECTED BY THE PROPOSED CONSTRUCTION. CALL 1-800-424-5555. 3. FLAG CLEARING LIMITS AS INDICATED ON THE DRAWINGS. 4. PROVIDE CATCH BASIN PROTECTION. 5. INSTALL FILTER FABRIC AND BARRIER FENCE. 6. INSTALL TEMPORARY SEDIMENT TRAPS. (BAKER TANKS OR APPROVED EQUAL) 7. PERIODICALLY (DURING CONSTRUCTION) REMOVE EXCESS EXCAVATED MATERIALS, TRASH, DEBRIS AND WASTE MATERIALS AND DISPOSE IN AN AUTHORIZED LOCATION AT NO COST TO THE OWNER. MONITOR TESC EFFECTIVENESS. 8. REMOVE UNSUITABLE BEARING MATERIAL AS REQUIRED. 9. BEGIN SITE EARTHWORK. GRADE AND PLACE ACCEPTABLE FILL AS REQUIRED AND COMPACT SLAB SUBGRADE AS REQUIRED. 10. REMOVE ALL ESC FACILITIES ONLY WHEN THE ENTIRE SITE IS STABILIZED AND APPROVED BY THE CITY INSPECTOR. Hearing Examiner's Conditions of ADDroval 1. THE APPLICANT IS SUBJECT TO THE MITIGATION MEASURES AS DETERMINED BY THE ENVIRONMENTAL REVIEW COMMITTEE'S DECISION AUGUST 25, 2014. 2. THE APPLICANT SHALL BE REQUIRED TO PROVIDE A LIGHTING PLAN THAT ADEQUATELY PROVIDES FOR PUBLIC SAFETY WITHOUT CASTING EXCESSIVE GLARE ON ADJACENT PROPERTIES AT THE TIME OF BUILDING PERMIT REVIEW. DOWN -LIGHTING SHALL BE USED IN ALL CASES TO ASSURE SAFE VEHICULAR MOVEMENT IN AN AREA WHERE PEDESTRIANS COULD BE WALKING. THE LIGHTING PLAN SHALL BE SUBMITTED TO, AND APPROVED BY, THE CURRENT PLANNING PROJECT MANAGER PRIOR TO BUILDING PERMIT APPROVAL. 3. THE APPLICANT SHALL PROVIDE A BICYCLE AND VEHICLE PARKING STALL ANALYSIS BASED ON THE CRITERIA USED FOR QUANTIFYING THE NUMBER OF VEHICLE AND PARKING SPACES REQUIRED IN THE CITY CODE, AND PROVIDE AN UPDATED PARKING PLAN THAT SHOWS THE NUMBER OF BICYCLE PARKING SPACES REQUIRED AND VEHICLE PARKING STALLS, THAT WILL BE REVIEWED AND APPROVED BY THE CURRENT PLANNING PROJECT MANAGER, PRIOR TO CONSTRUCTION PERMIT ISSUANCE. 4. THE APPLICANT SHALL PROVIDE A LOT COVERAGE ANALYSIS FOR THE OVERALL TECHNICAL COLLEGE CAMPUS. 5. THE APPLICANT SHALL PROVIDE PLAN SETS SHOWING ANY ROOFTOP EQUIPMENT OR STRUCTURES THAT MAY REQUIRE SCREENING PER CITY CODE, WHERE THE SUBMITTED ELEVATIONS DO NOT SHOW ROOFTOP EQUIPMENT, AND SUCH EQUIPMENT SHALL BE SUBMITTED TO THE CURRENT PLANNING PROJECT MANAGER, FOR REVIEW AND APPROVAL PRIOR TO CONSTRUCTION PERMIT ISSUANCE. Environmental Review Committee Mitigation Measures August 25, 2014 1. PROJECT CONSTRUCTION SHALL BE REQUIRED TO COMPLY WITH THE RECOMMENDATIONS OUTLINED IN THE SUBMITTED GEOTECHNICAL ENGINEERING REPORT FOR RENTON TECHNICAL COLLEGE PROPOSED BUILDING K3 IMPROVEMENTS, PREPARED BY GEOENGINEERS, INC, DATED JULY 17, 2014 (EXHIBIT 3). 2. PROJECT TESC (TEMPORARY EROSION AND SEDIMENT CONTROL) PLAN SHALL BE REQUIRED TO COMPLY WITH THE RECOMMENDATIONS OUTLINED IN THE TECHNICAL INFORMATION REPORT, PREPARED BY COUGHLIN PORTER LUNDEEN, DATED JULY 2, 2014 (EXHIBIT 5). 3. PROJECT CONSTRUCTION SHALL BE REQUIRED TO COMPLY WITH THE OUTLINED RECOMMENDATIONS IN THE SUBMITTED LIMITED HAZARDOUS MATERIALS SURVEY REPORT FOR AUTOMOTIVE TRADES COMPLEX AT RENTON TECHNICAL COLLEGE, PREPARED BY PBS ENGINEERING AND ENVIRONMENTAL, DATED MARCH 31, 2014 (EXHIBIT 4). UPERMIT# 015000494 R-381801 SURVEYED: SCALE: VERTICAL: NAVD 1988 CITY OFASNOTEDHORIZONTAL: NAD 1983/3/ 1991 DESIGNED: tRKAW RENTONDRAWN: LBJ ONE INCH DATU M CHECKED: AT FULL SCALE Planning/Building/Public Works Dept. JAJ IF NOT ONE INCH N 0 . REVISION BY DATE AP P R APPROVED: SCALE ACCORDINGLYfI Approved By: Approved By - Approved pp y App roved By: Approved B uppy 4 kCaI AUTOMOTIVE TRAINING CENTER RENTON TECHNICAL COLLEGE RENTON WASHINGTON CIVIL COVER SHEET Date: Date: '' W<. Dater rJ` - Date:611C."111.5 DATE: 04/30/2015 FIELDBOOK: PAGE: DRAWING NO: 00.00 SHEET: OF: 1 13 Lo I r I- r r Up aQcct rr a a cn Q Lu z zN LO L V w a w zLLJ3 zrr ac pw Ir Q O C LL Q a OO Lu z Z cu n LO u w a Demolition Notes 1. EXISTING UTILITIES AND UNDERGROUND STRUCTURES SHOWN ON THE PLAN ARE BASED UPON THE BEST AVAILABLE PUBLIC RECORDS AND/OR PRIVATE RECORDS AS SUPPLIED BY THE PROJECT OWNER AND/OR DATA OBTAINED VERBALLY FROM OWNERS OR OFFICIALS ASSOCIATED WITH THE PARTICULAR UTILITY. NEITHER THE OWNER NOR THE ENGINEER GUARANTEE ACCURACY OR COMPLETENESS OF THIS INFORMATION AND ASSUME NO RESPONSIBILITY FOR IMPROPER LOCATIONS ON THE CONSTRUCTION PLANS. OTHER UNDERGROUND FACILITIES NOT SHOWN ON THE DRAWINGS MAY BE ENCOUNTERED DURING THE COURSE OF THE WORK. ALL INVERT ELEVATIONS SHOWN ON THE DRAWINGS SHALL BE VERIFIED BY THE CONTRACTOR PRIOR TO CONSTRUCTION. 2. IF CHANGED CONDITIONS ARE ENCOUNTERED, THE CONTRACTOR SHALL NOTIFY THE ENGINEER PROMPTLY OF 1) PREEXISTING SUBSURFACE CONDITIONS DIFFERING FROM THOSE INDICATED IN THE PLANS, OR (2) PREEXISTING UNKNOWN SUBSURFACE CONDITIONS, OR AN UNUSUAL NATURE, DIFFERING MATERIALLY FROM THOSE ORIGINALLY ENCOUNTERED AND GENERALLY RECOGNIZED AS INHERENT IN WORK OF THE CHARACTER PROVIDED FOR IN THE CONTRACT. THE CONTRACTOR AND OR OWNER SHALL MAKE NO CLAIMS TO THE ENGINEER FOR RECOMPENSATION FOR EXTRA WORK RESULTING FROM CHANGED CONDITIONS UNLESS THE ENGINEER HAS APPROVED THE WORK IN WRITING. rr 3. CONTRACTOR SHALL CALL THE UTILITIES UNDERGROUND LOCATION CENTER FOR FIELD LOCATION OF ALL UTILITIES W AND SHALL NOT BEGIN EXCAVATION UNTIL ALL KNOWN UNDERGROUND FACILITIES IN THE VICINITY OF THE PROPOSED WORK HAVE BEEN LOCATED AND MARKED. IF THE UTILITY IS NOT A SUBSCRIBER OF THE F- UNDERGROUND LOCATION CENTER THEN THE CONTRACTOR SHALL GIVE NOTICE TO THAT UTILITY. zz Lij 4. THE CONTRACTOR IS RESPONSIBLE FOR REVIEW OF ALL UTILITY PURVEYOR, AND CITY OR STATE RECORDS U RELATIVE TO THE EXISTING UNDERGROUND UTILITIES. THE CONTRACTOR IS RESPONSIBLE FOR AVOIDING DAMAGE TO THESE FACILITIES AND SHALL RESTORE ALL UTILITIES AT CONTRACTOR'S OWN EXPENSE. 0 z 5. VERIFY THATHT ALL UTILITY SERVICES TO BE DEMOLISHED HAVE BEEN DISCONNECTED. z 6. ERECT BARRIERS, SHORING AND THE LIKE TO PROTECT PERSONNEL, CONSTRUCTION AND VEGETATION TO REMAIN. Q COMPLY WITH ALL STATE AND LOCAL AGENCY REQUIREMENTS. 7. DO NOT SHUT OFF OR CAP UTILITIES WITHOUT PRIOR NOTICE. COORDINATE WORK WITH OWNER AND LOCAL UTILITY PURVEYORS. W 8. MAIN TAIN VEHICULAR AND PEDESTRIAN TRAFFIC ROUTES: ENSURE MINIMUM INTERFERENCE WITH ROADS, STREETS, SIDEWALKS, AND ADJACENT FACILITIES; DO NOT CLOSE OR OBSTRUCT STREETS, SIDEWALKS, OR PASSAGEWAYS WITHOUT PERMISSION FROM AUTHORITIES HAVING JURISDICTION; MAINTAIN FIRE ACCESS ALONG ACCESS ROAD AT 0 ALL TIMES; MEET ALL APPLICABLE CODES AND ORDINANCES. S 9. PROTECT FROM HARM ANY TREES, OR OTHER OBJECTS SELECTED TO REMAIN. O 10. DO NOT DAMAGE EXISTING CONSTRUCTION TO REMAIN. 11, RESTORE ANY IMPROVEMENTS DAMAGED BY THIS WORK TO THEIR ORIGINAL CONDITION AS ACCEPTABLE TO OWNER. REPAIR ANY DAMAGE TO ADJACENT STRUCTURES, UTILITIES, SITE, AND WORK OF THIS CONTRACT TO REMAIN AT NO ADDITIONAL COST TO OWNER. 12. NO BLASTING ON SITE. DO NOT USE EXPLOSIVES. 13. SPRINKLE DEBRIS AS NECESSARY TO LIMIT DUST TO LOWEST PRACTICABLE LEVEL. DO NOT SPRINKLE TO EXTENT CAUSING FLOODING, CONTAMINATED RUNOFF OR ICING. 14. REMOVE EXISTING ABOVE -GRADE AND BELOW -GRADE IMPROVEMENTS AS INDICATED AND AS NECESSARY TO FACILITATE NEW CONSTRUCTION. CARE SHALL BE TAKEN THAT DAMAGE DOES NOT OCCUR TO EXISTING PAVEMENT WHICH IS TO REMAIN IN PLACE AND THAT ALL PAVEMENT REMOVALS ARE ACCOMPLISHED BY MAKING A NEAT VERTICAL SAW CUT AT THE BOUNDARIES OF THE AREA TO BE REMOVED. 15. REMOVE TREES, GROWTH AND UNDERBRUSH AS REQUIRED FOR NEW CONSTRUCTION AND AS INDICATED. REMOVAL OPERATIONS SHALL BE PERFORMED IN A MANNER TO PROTECT PROPERTY. 16. MAKE CUTS AT CLOSEST PAVING JOINT. 17. THE CONTRACTOR WILL BE RESPONSIBLE FOR FURNISHING, SETTING AND MARKING ALL LINE AND LOCATION STAKES, INCLUDING OFFSETS AND GENERAL CONSTRUCTION STAKING. WHEN WORK REQUIRING BE ON SITE. A QUALIFIED LAYOUT ENGINEER, SURVEYOR, OR TECHNICAL SPECIALIST MUST BE ASSIGNED TO THE CONTRACTOR'S CREW CONTROL IS BEING PERFORMED, ALL NECESSARY RELATED EQUIPMENT, SUPPLIES AND INSTRUMENTS SHALL FOR THIS WORK. THIS EQUIPMENT AND PERSONNEL MUST BE AVAILABLE, AT NO ADDITIONAL COST TO OWNER FOR THE PURPOSE OF VERIFYING LAYOUT AND CERTIFYING THE ACCURACY OF WORK ON THE SITE. 18. PROVIDE FOR THE PROTECTION OF PERSONS PASSING AROUND OR THROUGH THE AREA OF DEMOLITION. 19. TRAFFIC: DO NOT OBSTRUCT WALKS OR PUBLIC WAYS WITHOUT THE WRITTEN PERMISSION OF GOVERNING AUTHORITIES AND OF THE OWNER. WHERE ROUTES ARE PERMITTED TO BE CLOSED, PROVIDE ALTERNATE ROUTES IF REQUIRED. 20. THE CONTRACTOR IS RESPONSIBLE FOR PRESERVING ALL BENCHMARKS AND STAKES AND THE REPLACEMENT OF ANY THAT ARE DISPLACED OR MISSING 21. THE REFUSE RESULTING FROM CLEARING AND GRUBBING SHALL BE DISPOSED OF BY THE CONTRACTOR IN A MANNER CONSISTENT WITH ALL GOVERNMENT REGULATIONS. IN NO CASE SHALL REFUSE MATERIAL BE LEFT ON THE PROJECT SITE, SHOVED ONTO ABUTTING PRIVATE PROPERTIES, OR BE BURIED IN EMBANKMENTS OR TRENCHES ON THE PROJECT SITE. DEBRIS SHALL NOT BE DEPOSITED IN ANY STREAM OR BODY OF WATER, WETLAND, OR IN ANY STREET OR ALLEY, OR UPON ANY PRIVATE PROPERTY EXCEPT BY WRITTEN CONSENT OF THE PRIVATE PROPERTY OWNER. MAINTAIN HAULING ROUTES CLEAN AND FREE OF ANY DEBRIS RESULTING FROM DEMOLITION WORK ON THIS PROJECT. OF WAS COUGHLINw PORTERLUNDEEN A CONSULTING STRUCTURAL AND CIVIL ENGINEERING CORPORATION 801 SECOND AVENUE - SUITE 900 P: 206/343-0460 43667 SEATTLE, WA 98104 F: 206/343-5691 GI S T O- SIONAL ti2/1 Erosion Control Notes 1. BEFORE ANY CONSTRUCTION OR DEVELOPMENT ACTIVITY OCCURS, A PRE -CONSTRUCTION MEETING MUST BE HELD WITH THE CITY OF RENTON, PUBLIC WORKS DESIGN ENGINEER. 2. THE BOUNDARIES OF THE CLEARING LIMITS AND AREAS OF VEGETATION PRESERVATION AS PRESCRIBED ON THE PLAN(S) SHALL BE CLEARLY FLAGGED BY SURVEY TAPE OR FENCING IN THE FIELD PRIOR TO CONSTRUCTION IN ACCORDANCE WITH APPENDIX D OF THE SURFACE WATER DESIGN MANUAL AND OBSERVED DURING CONSTRUCTION. DURING THE CONSTRUCTION PERIOD, NO DISTURBANCE BEYOND THE CLEARING LIMITS SHALL BE PERMITTED. THE CLEARING LIMITS SHALL BE MAINTAINED BY THE APPLICANT/ESC SUPERVISOR FOR THE DURATION OF CONSTRUCTION. 3. STABILIZED CONSTRUCTION ENTRANCES SHALL BE INSTALLED AT THE BEGINNING OF CONSTRUCTION AND MAINTAINED FOR THE DURATION OF THE PROJECT. ADDITIONAL MEASURES, SUCH AS CONSTRUCTED WHEEL WASH SYSTEMS OR WASH PADS, MAY BE REQUIRED TO ENSURE THAT ALL PAVED AREAS ARE KEPT CLEAN AND TRACK OUT TO ROAD RIGHT OF WAY DOES NOT OCCUR FOR THE DURATION OF THE PROJECT. 4. ALL REQUIRED SEDIMENTATION/EROSION CONTROL FACILITIES MUST BE CONSTRUCTED AND IN OPERATION PRIOR TO LAND CLEARING AND/OR CONSTRUCTION TO PREVENT TRANSPORTATION OF SEDIMENT TO SURFACE WATER, DRAINAGE SYSTEMS AND ADJACENT PROPERTIES. ALL EROSION AND SEDIMENT FACILITIES SHALL BE MAINTAINED IN A SATISFACTORY CONDITION UNTIL SUCH TIME THAT CLEARING AND/OR CONSTRUCTION IS COMPLETE AND POTENTIAL FOR ON-SITE EROSION HAS PASSED. THE IMPLEMENTATION, MAINTENANCE, REPLACEMENT AND ADDITIONS TO EROSION/SEDIMENTATION CONTROL SYSTEMS SHALL BE THE RESPONSIBILITY OF THE PERMITEE. 5. THE EROSION AND SEDIMENTATION CONTROL SYSTEMS DEPICTED ON THIS DRAWING ARE INTENDED TO BE MINIMUM REQUIREMENTS TO MEET ANTICIPATED SITE CONDITIONS. AS CONSTRUCTION PROGRESSES AND UNEXPECTED OR SEASONAL CONDITIONS DICTATE, THE PERMITEE SHALL ANTICIPATE THAT MORE EROSION AND SEDIMENTATION CONTROL FACILITIES WILL BE NECESSARY TO ENSURE COMPLETE SILTATION CONTROL ON THE PROPOSED SITE. DURING THE COURSE OF CONSTRUCTION, IT SHALL BE THE OBLIGATION AND RESPONSIBILITY OF THE PERMITEE TO ADDRESS ANY NEW CONDITIONS THAT MAY BE CREATED BY THE ACTIVITIES AND TO PROVIDE ADDITIONAL FACILITIES, OVER AND ABOVE MINIMUM REQUIREMENTS, AS MAY BE NEEDED, TO PROTECT ADJACENT PROPERTIES AND WATER QUALITY OF THE RECEIVING DRAINAGE SYSTEM. 6. APPROVAL OF THIS PLAN IS FOR EROSION/SEDIMENTATION CONTROL ONLY. IT DOES NOT CONSTITUTE AN APPROVAL OF STORM DRAINAGE DESIGN, SIZE NOR LOCATION OF PIPES, RESTRICTORS, CHANNELS, OR RETENTION FACILITIES. 7. ANY AREAS OF EXPOSED SOILS, INCLUDING ROADWAY EMBANKMENTS, THAT WILL NOT BE DISTURBED FOR TWO DAYS DURING THE WET SEASON (OCTOBER 1ST THROUGH MARCH 30TH) OR SEVEN DAYS DURING THE DRY SEASON (APRIL 1ST THROUGH SEPTEMBER 30) SHALL BE IMMEDIATELY STABILIZED WITH THE APPROVED ESC COVER METHODS (E.G., SEEDING, MULCHING, PLASTIC COVERING, ETC.). 8. WET SEASON SEASONAL EROSION AND SEDIMENT CONTROL REQUIREMENTS APPLY TO ALL CONSTRUCTION SITES CLEARING BETWEEN OCTOBER 1 AND MARCH 30 INCLUSIVE, UNLESS OTHERWISE APPROVED BY THE CITY THROUGH AN ADJUSTMENT PROCESS. 9. COVER MEASURES WILL BE APPLIED IN CONFORMANCE WITH APPENDIX D OF THE SURFACE WATER DESIGN MANUAL. 10. ANY AREA NEEDING ESC MEASURES, NOT REQUIRING IMMEDIATE ATTENTION, SHALL BE ADDRESSED WITHIN SEVEN (7) DAYS. 11. THE ESC FACILITIES ON INACTIVE SITES SHALL BE INSPECTED AND MAINTAINED A MINIMUM OF ONCE A MONTH OR WITHIN 24 HOURS FOLLOWING A STORM EVENT. 12. AT NO TIME SHALL MORE THAN ONE (1) FOOT OF SEDIMENT BE ALLOWED TO ACCUMULATE WITHIN A CATCH BASIN. ALL CATCH BASINS AND CONVEYANCE LINES SHALL BE CLEANED PRIOR TO PAVING. THE CLEANING OPERATION SHALL NOT FLUSH SEDIMENT -LADEN WATER INTO THE DOWNSTREAM SYSTEM. 13. DURING THE TIME PERIOD OF OCTOBER 1ST THROUGH MARCH 30TH, ALL PROJECT DISTRIBUTED SOIL AREAS GREATER, THAT ARE TO BE LEFT UN -WORKED FOR MORE THAN 12 HOURS, SHALL BE COVERED BY MULCH, SODDING OR PLASTIC COVERING. 14. ANY PERMANENT RETENTION/DETENTION FACILITY USED AS A TEMPORARY SETTLING BASIN SHALL BE MODIFIED WITH THE NECESSARY EROSION CONTROL MEASURES AND SHALL PROVIDE ADEQUATE STORAGE CAPACITY. IF THE PERMANENT FACILITY IS TO FUNCTION ULTIMATELY AS AN INFILTRATION SYSTEM, THE TEMPORARY FACILITY MUST BE ROUGH GRADED SO THAT THE BOTTOM AND SIDES ARE AT LEAST THREE FEET ABOVE THE FINAL GRADE OF THE PERMANENT FACILITY. 15. PRIOR TO THE BEGINNING OF THE WET SEASON (OCT. 1), ALL DISTURBED AREAS SHALL BE REVIEWED TO IDENTIFY WHICH ONES CAN BE SEEDED IN PREPARATION FOR THE WINTER RAINS. DISTURBED AREAS SHALL BE SEEDED WITHIN ONE WEEK OF THE BEGINNING OF THE WET SEASON. A SKETCH MAP OF THOSE AREAS TO BE SEEDED AND THOSE AREAS TO REMAIN UNCOVERED SHALL BE SUBMITTED TO THE CITY OF RENTON FOR REVIEW. NO. REVISION Surface Water Standard Plan Notes 1. THESE NOTES SHALL APPEAR ON PROJECTS FOR THE SURFACE WATER UTILITY. 2. BEFORE ANY CONSTRUCTION OR DEVELOPMENT ACTIVITY OCCURS, A PRE CONSTRUCTION MEETING MUST BE HELD BETWEEN THE CITY OF RENTON PLAN REVIEW SECTION AND THE APPLICANT. 3. ALL DESIGN AND CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE RENTON MUNICIPAL CODE (RMC), THE LATEST EDITION OF THE STANDARD SPECIFICATION FOR ROAD, BRIDGE, AND MUNICIPAL CONSTRUCTION PREPARED BY WSDOT AND THE AMERICAN PUBLIC WORKS ASSOCIATION (APWA), AS AMENDED BY THE CITY OF RENTON PUBLIC WORKS DEPARTMENT. IT SHALL BE THE SOLE RESPONSIBILITY OF THE APPLICANT AND THE PROFESSIONAL CIVIL ENGINEER TO CORRECT ANY ERROR, OMISSION OR VARIATION FROM THE ABOVE REQUIREMENTS FOUND IN THESE PLANS. ALL CORRECTIONS SHALL BE AT NO ADDITIONAL COST TO THE CITY. 4. APPROVAL OF THIS ROAD, GRADING, PARKING AND DRAINAGE PLAN DOES NOT CONSTITUTE AN APPROVAL OF ANY CONSTRUCTION (E.G. DOMESTIC WATER CONVEYANCE, SEWER CONVEYANCE, GAS, ELECTRICAL. ETC.). THE SURFACE WATER DRAINAGE SYSTEM SHALL BE CONSTRUCTED ACCORDING TO THE APPROVED PLANS, WHICH ARE ON FILE IN WITH THE CITY. ANY DEVIATION FROM THE APPROVED PLANS WILL REQUIRE WRITTEN APPROVAL FROM THE CITY OF RENTON PUBLIC WORKS DEPARTMENT, SURFACE WATER UTILITY SECTION. 5. A COPY OF THESE APPROVED PLANS MUST BE ON THE JOB SITE WHENEVER CONSTRUCTION IS IN PROGRESS. 6. GRADING ACTIVITIES (SITE ALTERATION) ARE LIMITED TO THE HOURS OF 7 A.M. TO 7 P.M. MONDAY THROUGH SATURDAY AND NO WORK ON SUNDAY IS ALLOWED, UNLESS OTHERWISE APPROVED WITH A WRITTEN DECISION BY THE CITY OF RENTON. 7. IT SHALL BE THE APPLICANT'S/CONTRACTOR'S RESPONSIBILITY TO OBTAIN ALL CONSTRUCTION EASEMENTS NECESSARY BEFORE INITIATING OFF-SITE WORK. EASEMENTS REQUIRE CITY REVIEW AND APPROVAL PRIOR TO CONSTRUCTION. 8. FRANCHISED UTILITIES OR OTHER INSTALLATIONS THAT ARE NOT SHOWN ON THESE APPROVED PLANS SHALL NOT BE CONSTRUCTED UNLESS AN APPROVED SET OF PLANS THAT MEET ALL REQUIREMENTS OF CHAPTER 4 OF THE SURFACE WATER DESIGN MANUAL ARE SUBMITTED TO THE CITY OF RENTON. 9. DATUM SHALL BE NAVD 88 UNLESS OTHERWISE APPROVED BY THE CITY OF RENTON. REFERENCE BENCHMARK AND ELEVATIONS ARE NOTED ON THE PLANS. 10. ANY DEWATERING SYSTEM NECESSARY FOR THE CONSTRUCTION OF STORMWATER FACILITIES MUST BE SUBMITTED TO THE CITY FOR REVIEW AND APPROVAL. 11. ALL UTILITY TRENCHES AND ROADWAY SUBGRADE SHALL BE BACKFILLED AND COMPACTED TO 95 PERCENT DENSITY, STANDARD PROCTOR. 12. OPEN CUTTING OF EXISTING ROADWAYS FOR NON -FRANCHISED UTILITY OR STORM DRAINAGE WORK IS NOT ALLOWED UNLESS SPECIFICALLY APPROVED BY THE CITY OF RENTON AND NOTED ON THESE APPROVED PLANS. ANY OPEN CUT SHALL BE RESTORED IN ACCORDANCE WITH THE CITY OF RENTON TRENCH RESTORATION STANDARDS. 13. ALL SEDIMENTATION/EROSION FACILITIES MUST BE IN OPERATION PRIOR TO CLEARING AND BUILDING CONSTRUCTION, AND THEY MUST BE SATISFACTORILY MAINTAINED UNTIL CONSTRUCTION IS COMPLETED AND THE POTENTIAL FOR ON-SITE EROSION HAS PASSED. 14. ALL RETENTION/DETENTION FACILITIES MUST BE INSTALLED AND IN OPERATION PRIOR TO OR IN CONJUNCTION WITH ALL CONSTRUCTION ACTIVITY UNLESS OTHERWISE APPROVED BY THE PUBLIC WORKS DEPARTMENT, SURFACE WATER UTILITY SECTION. 15. ALL PIPE AND APPURTENANCES SHALL BE LAID ON A PROPERLY PREPARED FOUNDATION IN ACCORDANCE WITH THE CURRENT STATE OF WASHINGTON STANDARD SPECIFICATION FOR ROAD AND BRIDGE CONSTRUCTION. THIS SHALL INCLUDE NECESSARY LEVELING OF THE TRENCH BOTTOM OR THE TOP OF THE FOUNDATION MATERIAL, AS WELL AS PLACEMENT AND COMPACTION OF REQUIRED BEDDING MATERIAL, TO UNIFORM GRADE SO THAT THE ENTIRE LENGTH OF THE PIPE WILL BE SUPPORTED ON A UNIFORMLY DENSE, UNYIELDING BASE. ALL PIPE BEDDING SHALL BE APWA CLASS "C", WITH THE EXCEPTION OF PVC PIPE. 16. STEEL PIPE SHALL BE ALUMINIZED, OR GALVANIZED WITH ASPHALT TREATMENT #1 OR BETTER INSIDE AND OUTSIDE. 17. ALL DRAINAGE STRUCTURES, SUCH AS CATCH BASINS AND MANHOLES SHALL HAVE SOLID LOCKING LIDS. ALL DRAINAGE STRUCTURES ASSOCIATED WITH A PERMANENT RETENTION/DETENTION FACILITY SHALL HAVE SOLID LOCKING LIDS. 18. BUILDING AND OTHER STRUCTURES SHALL BE PLACED IN ACCORDANCE WITH TABLE 4.1 EASEMENT WIDTHS AND BUILDING SETBACKS LINES. 19. ALL CATCH BASIN GRATES SHALL BE DEPRESSED 0.10 FEET BELOW PAVEMENT LEVEL. 20. ALL DRIVEWAY CULVERTS LOCATED WITHIN CITY OF RENTON RIGHT-OF-WAY SHALL BE OF SUFFICIENT LENGTH TO PROVIDE A MINIMUM 3:1 SLOPE FROM THE EDGE OF THE DRIVEWAY TO THE BOTTOM OF THE DITCH. ROCK FOR EROSION PROTECTION OF ROADSIDE DITCHES, WHERE REQUIRED, SHALL BE OF SOUND QUARRY ROCK PLACED TO A DEPTH OF ONE (1) FOOT AND MUST MEET THE FOLLOWING SPECIFICATIONS: 4 - 8 INCH ROCK / 40 - 70% PASSING; 2 - 4 INCH ROCK / 30 - 40% PASSING; AND LESS THAN 2 INCH ROCK / 10 - 20% PASSING SURVEYED: DESIGNED: KAW DRAWN: LBJ CHECKED: JAJ BY DATE AP P R I APPROVED: SCALE: AS NOTED ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY VERTICAL: MVD 1988 HORIZONTAL: NAD 1983/1991 DATUM 21. ALL BUILDING DOWNSPOUTS AND FOOTING DRAINS SHALL BE CONNECTED TO THE STORM DRAINAGE SYSTEM, UNLESS APPROVED BY THE CITY PLAN REVIEWER OR SURFACE WATER UTILITY SECTION. AN ACCURATELY DIMENSIONED, CERTIFIED AS -BUILT DRAWING OF THIS DRAINAGE SYSTEM WILL BE SUBMITTED TO THE CITY UPON COMPLETION. 22. DRAINAGE OUTLETS (STUB -OUTS) SHALL BE PROVIDED FOR EACH INDIVIDUAL LOT, EXCEPT FOR THOSE LOTS APPROVED FOR INFILTRATION BY THE CITY. STUB -OUTS SHALL CONFORM TO THE FOLLOWING: x A. EACH OUTLET SHALL BE SUITABLY LOCATED AT THE LOWEST ELEVATION ON THE LOT, SO AS TO SERVICE ALL FUTURE ROOF DOWNSPOUTS AND FOOTING DRAINS, DRIVEWAYS, YARD DRAINS, AND ANY OTHER SURFACE OR SUBSURFACE DRAINS NECESSARY TO RENDER THE LOTS SUITABLE FOR THEIR INTENDED USE. EACH OUTLET SHALL HAVE FREE FLOWING, POSITIVE DRAINAGE TO AN APPROVED STORMWATER CONVEYANCE SYSTEM OR TO AN APPROVED OUTFALL LOCATION. B. OUTLETS ON EACH LOT SHALL BE LOCATED WITH A FIVE -FOOT -HIGH, 2" X 4" STAKE MARKED STORM" OR "DRAIN" THE STUB -OUT SHALL EXTEND ABOVE SURFACE LEVEL, BE VISIBLE, AND BE SECURED TO THE STAKE. C. PIPE MATERIAL SHALL CONFORM TO UNDERDRAIN SPECIFICATIONS DESCRIBED IN CHAPTER 4 OF THE SURFACE WATER DESIGN MANUAL AND, IF NON METALLIC, THE PIPE SHALL BE PLACED IN A TRENCH WITH A TRACING WIRE ABOVE OR OTHER ACCEPTABLE DETECTION. D. PRIVATE DRAINAGE EASEMENTS ARE REQUIRED FOR DRAINAGE SYSTEMS DESIGNED TO CONVEY FLOWS THROUGH INDIVIDUAL LOTS. E. THE APPLICANT/CONTRACTOR IS RESPONSIBLE FOR COORDINATING THE LOCATIONS OF ALL STUB -OUT CONVEYANCE LINES WITH RESPECT TO OTHER UTILITIES (E.G. POWER, GAS, TELEPHONE, TELEVISION). F. ALL INDIVIDUAL STUB -OUTS SHALL BE PRIVATELY OWNED AND MAINTAINED BY THE LOT HOME OWNER. G. STORM DRAINAGE PIPE SYSTEMS SHALL NOT PENETRATE BUILDING FOUNDATIONS, EXCEPT FOR SUMP PUMP DISCHARGE LINES USED TO RAIN CRAWL SPACES, PROVIDED THE SUMP PUMP SYSTEM INCLUDES BACKFLOW PREVENTION OR A CHECK VALVE. 23. ALL DISTRIBUTED PERVIOUS AREAS (COMPACTED, GRADED, LANDSCAPED, ETC.) OF THE DEVELOPMENT SITE MUST DEMONSTRATE ONE OF THE FOLLOWING: THE EXISTING DUFF LAYER SHALL BE STAGED AND REDISTRIBUTED TO MAINTAIN THE MOISTURE CAPACITY OF THE SOIL, OR; AMENDED SOIL SHALL BE ADDED TO MAINTAIN THE MOISTURE CAPACITY. 24. PROOF OF LIABILITY INSURANCE SHALL BE SUBMITTED TO THE CITY PRIOR TO CONSTRUCTION PERMIT ISSUANCE. 25. ISSUANCE OF THE BUILDING OR CONSTRUCTION PERMITS BY THE CITY OF RENTON DOES NOT RELIEVE THE OWNER OF THE CONTINUING LEGAL OBLIGATION AND/OR LIABILITY CONNECTED WITH STORM SURFACE WATER DISPOSITION. FURTHER, THE CITY OF RENTON DOES NOT ACCEPT ANY OBLIGATION FOR THE PROPER FUNCTIONING AND MAINTENANCE OF THE SYSTEM PROVIDED DURING CONSTRUCTION. 26. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING ADEQUATE SAFEGUARD, SAFETY DEVICES, PROTECTIVE EQUIPMENT, FLAGGERS, AND ANY OTHER NEEDED ACTIONS TO PROTECT THE LIFE, HEALTH, AND SAFETY OF THE PUBLIC, AND TO PROTECT PROPERTY IN CONNECTION WITH THE PERFORMANCE OF WORK. ANY WORK WITHIN THE TRAVELED RIGHT-OF-WAY THAT MAY INTERRUPT NORMAL TRAFFIC FLOW SHALL REQUIRE A TRAFFIC FLOW SHALL REQUIRE A TRAFFIC CONTROL PLAN APPROVE BY THE PUBLIC WORKS DEPARTMENT, TRANSPORTATION SYSTEMS DIVISION. ALL SECTIONS OF THE WSDOT STANDARD SPECIFICATIONS 1-07-23 TRAFFIC CONTROL SHALL APPLY. L CITY OF ML RENTON Planning/Building/Public Works Dept. UPERMIT# U15000494 Approved By. Approved By: Approved Approved By: 4vx" _14Z AUTOMOTIVE TRAINING CENTER RENTON TECHNICAL COLLEGE RENTON WASHINGTON CIVIL NOTES Date: Date: Date: Date: DATE: 04/30/2015 FIELDBOOK: PAGE: DRAWING NO: CO. 0 1 SHEET: OF: 2 13 a 0 cn Lu z zN VI LLj d F , z; z a c, m Uwe Doi rrm n 0 LL Sanitary Sewer Notes AndSDecifications ALL WORK AND WORK MATERIALS SHALL BE IN CONFORMANCE WITH THE STANDARDS AND SPECIFICATION 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 AND SPECIFICATIONS. A SET OF APPROVED PLANS SHALL BE KEPT ON SITE AT ALL TIMES DURING CONSTRUCTION. 2. THE HOURS OF WORK IN THE STREET RIGHT OF WAY SHALL BE PER CITY SPECIFICATIONS ON WEEKDAYS UNLESS OTHERWISE APPROVED IN WRITING BY THE PLANNING/BUILDING/PUBLIC WORKS DEPARTMENT. AN APPROVED TRAFFIC CONTROL PLAN MUST BE OBTAINED PRIOR TO BEGINNING ANY WORK WITHIN PUBLIC RIGHT OF WAY. 12. DATUM FOR VERTICAL CONTROL SHALL BE NORTH AMERICAN VERTICAL DATUM 1988 METERS, AND FOR HORIZONTAL CONTROL SHALL BE NORTH AMERICAN DATUM 1983/1991 METERS UNLESS OTHERWISE APPROVED BY THE CITY OF RENTON PUBLIC WORKS DEPARTMENT. REFERENCE BENCHMARK AND ELEVATIONS ARE NOTED ON THE PLANS. 13. ALL DISTURBED AREAS SHALL BE SEEDED AND MULCHED OR OTHERWISE STABILIZED TO THE SATISFACTION OF THE DEPARTMENT FOR THE PREVENTION OF ON-SITE EROSION AFTER THE COMPLETION OF CONSTRUCTION. 14. ALL PIPE AND APPURTENANCES SHALL BE LAID ON A PROPERLY PREPARED FOUNDATION IN ACCORDANCE WITH SECTION 7 OF THE CURRENT STATE OF WASHINGTON STANDARD SPECIFICATIONS 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. 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. IN PAVED AREA, COVER MUST SLOPE IN ALL DIRECTIONS TO MATCH PAVING. 0,1F WAs COUGHLINPORTERLVNDEEw _ N A CONSULTING STRUCTURAL AND CIVIL ENGINEERING CORPORATION 0 ; 40 801 SECOND AVENUE - SUITE 900 P: 206/343-0460 43667 SEATTLE, WA 98104 F: 206/343-5691 AGI S T s1oNAL ti2 Water Plan General Notes 1. ALL WORK MATERIAL SHALL BE IN CONFORMANCE WITH THE STANDARDS AND SPECIFICATIONS OF THE CITY OF RENTON PLANNING/BUILDING/PUBLIC WORKS DEPARTMENT AND THE LATEST EDITION OF THE WSDOT/APWA STANDARDS AND SPECIFICATIONS, AS APPROVED AND MODIFIED BY THE CITY OF RENTON IN THE RENTON STANDARD PLANS & SPECIFICATIONS. A SET OF APPROVED PLANS SHALL BE KEPT ON SITE AT ALL TIMES DURING CONSTRUCTION. 2. THE HOURS OF WORK IN THE STREET RIGHT OF WAY SHALL BE LIMITED TO 8:30 AM TO 3:30 PM ON WEEKDAYS UNLESS OTHERWISE APPROVED IN WRITING BY THE PUBLIC WORKS DEPARTMENT AT (425) 430-7301. THE POLICE DEPARTMENT, FIRE DEPARTMENT, AND 911 SHALL BE NOTIFIED 24 HOURS IN ADVANCE OF ANY WORK IN THE RIGHT OF WAY. 3. ALL LOCATIONS OF EXISTING UTILITIES SHOWN ARE APPROXIMATE AND IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE TRUE AND CORRECT LOCATION SO AS TO AVOID DAMAGE OR DISTURBANCE. FOR UTILITY LOCATES CALL 48-HOUR LOCATORS 800-424-5555. 4. AN APPROVED TRAFFIC CONTROL PLAN IS REQUIRED TO BE SUBMITTED AT THE PRE -CONSTRUCTION MEETING. 5. DATUM FOR VERTICAL CONTROL SHALL BE NORTH AMERICAN VERTICAL DATUM 1988 METERS, AND FOR HORIZONTAL CONTROL SHALL BE NORTH AMERICAN DATUM 1983/1991 METERS UNLESS OTHERWISE APPROVED BY THE CITY OF RENTON PUBLIC WORKS DEPARTMENT. REFERENCE BENCHMARK AND ELEVATIONS ARE NOTED ON THE PLANS. 6. ALL WATERMAIN PIPE IS TO BE CEMENT LINED DUCTILE IRON PIPE CONFORMING TO AWWA C110 AND C111 OR LATEST REVISION, THICKNESS CLASS 52. CEMENT MORTAR LINING AND SEAL COATING SHALL CONFORM TO AWWA C104 OR LATEST REVISION. PIPE JOINTS TO BE PUSH -ON OR MECHANICAL JOINT. BEDDING TO BE CLASS C. ALL DUCTILE IRON PIPE AND FITTINGS SHALL BE POLYETHYLENE WRAPPED PER ANSI/AWWA C105/A21.5-93 STANDARDS. 7. CAST IRON AND DUCTILE IRON FITTINGS SHALL BE CEMENT LINED, PRESSURE RATED AS NOTED ON PLANS, AND IN ACCORDANCE WITH ANSI/AWWA C110/A21.10-87. CEMENT LINING SHALL BE IN ACCORDANCE WITH ANSI/AWWA C104/421/4-90. IF FITTINGS ARE 3 TO 12 INCHES IN DIAMETER AND HAVE MECHANICAL JOINTS, THE FITTINGS SHALL IN ACCORDANCE WITH EITHER ANSI/AWWA C110 -A21.10-87 OR ANSI/AWWA C153/A21.53-94. THREE (3) INCH TO 12 INCH DIAMETER FITTINGS, WHICH HAVE MECHANICAL JOINTS AND/OR FLANGED JOINTS, SHALL BE IN ACCORDANCE WITH ANSI/AWWA C110/A21.10.87 OR A COMBINATION OF ANSI/AWWA C110/A21.10.87 AND ANSI/AWWA C153/A21.53-94 SUCH THAT THE PORTION OF THE FITTING WITH A MECHANICAL JOINT(S) MAY BE WITH ANSI/AWWA C153/A21.53-94 AND THAT PORTION OF THE FITTING WITH FLANGED JOINT(S) SHALL BE IN ACCORDANCE WITH AWWA C110/A21.10-87. ACCEPTANCE TESTING IN ACCORDANCE WITH SECTION 53.53 OF ANSI/AWWA SECTION 10-4.3 OF ANSI/AWWA C110/A21.10-87 SHALL BE OBTAINED BY THE CONTRACTOR AND TRANSMITTED TO THE OWNER. 8. GATE VALVES SHALL BE IRON BODY, BRONZED -MOUNTED, DOUBLE DISC WITH BRONZE WEDGING DEVICE AND 0 -RING STUFFING BOX (AWWA C500) OR OF RESILIENT SEATED TYPE (AWWA C509). VALVES SHALL BE DESIGNED FOR A MINIMUM WATER OPERATING PRESSURE OF 200 PSI. GATE VALVES SHALL BE CLOW LIST 14, MUELLER COMPANY NO. A2380 OR M & H. 9. FIRE HYDRANTS SHALL BE COREY TYPE (OPENING WITH THE PRESSURE) OR COMPRESSION TYPE (OPENING AGAINST PRESSURE) CONFORMING TO AWWA C-502-85 WITH A 6 INCH MECHANICAL JOINT INLET AND A MAIN VALVE OPENING (M.V.O.) OF 5-1/4 INCH, TWO 2-1/2 INCH HOSE NOZZLES WITH NATIONAL STANDARD THREADS 7-1/2 THREADS PER INCH AND ONE 4 INCH PUMPER NOZZLE WITH THE NEW SEATTLE PATTERN 6 THREADS PER INCH, 60 DEGREES V. THREADS: OUTSIDE DIAMETER OF MALE THREAD 4.875 AND ROOT DIAMETER 4.6263. HYDRANTS SHALL HAVE A 1-1/4 INCH PENTAGON OPERATING NUT OPENED BY TURNING COUNTER CLOCKWISE (LEFT). 10. THE TWO 2-1/2 INCH HOSE NOZZLES SHALL BE FITTED WITH CAST IRON THREADED CAPS WITH OPERATING NUT OF THE SAME DESIGN AND PROPORTIONS AS THE HYDRANT STEM NUT. CAPS SHALL BE FITTED WITH SUITABLE NEOPRENE GASKETS FOR POSITIVE WATER TIGHTNESS UNDER TEST PRESSURES. 11. THE 4 INCH PUMPER NOZZLE SHALL BE FITTED WITH A STORZ ADAPTER, 4 INCH SEATTLE THREAD X 5 INCH STORZ. STORZ ADAPTER SHALL BE FORGED AND/OR EXTRUDED 6061-T6 ALUMINUM ALLOY, HARDCOAT ANODIZED. THREADED END PORTION SHALL HAVE NO LUGS AND TWO SET SCREWS 180 DEGREES APART. STORZ FACE TO BE METAL, NO GASKET TO WEATHER. STORZ CAP TO HAVE SYNTHETIC MOLDED RUBBER GASKET, AND SHALL BE ATTACHED TO HYDRANT ADAPTER WITH 1/8 INCH, COATED, STAINLESS STEEL, AIRCRAFT CABLE. 12. FIRE HYDRANTS SHALL BE PAINTED WITH TWO COATS OF PAINT. PRESERVATIVE PAINT NUMBER 43-655 SAFETY YELLOW OR APPROVED EQUAL. 13. PUMPER CONNECTION TO FACE ROADWAY ASSEMBLY. f REVISION 14. FIRE HYDRANTS SHALL BE INSTALLED PER CITY OF RENTON STANDARD DETAIL FOR FIRE HYDRANTS, LATEST REVISION. 15. ALL WATERMAINS 10 INCHES AND SMALLER TO MAINTAIN A MINIMUM COVER OF 36 INCHES BELOW FINISH GRADE. ALL WATERMAIN 12 INCHES AND LARGER SHALL BE AT A MINIMUM OF 48 INCHES BELOW FINISH GRADE. WHERE UTILITY CONFLICTS OCCUR, WATERMAINS ARE TO BE LOWERED TO CLEAR. 16. ALL WATERMAINS 6 INCHES AND LARGER IN DIAMETER SHALL BE CLEANED WITH PIPE CLEANING "PIGS" PRIOR TO DISINFECTION. THE "POLY PIGS" SHALL BE GIRARD INDUSTRIES AQUA SWAB -AS OR APPROVED EQUAL, 2 LB/CU. FT. DENSITY FOAM WITH 90A DUROMETER URETHANE RUBBER COATING ON THE REAR OF "PIG" ONLY. 17. "PIGS" SHALL BE CYLINDER SHAPED WITH BULLET NOSE OR SQUARE END. THE CONTRACTOR WILL PERFORM THE CLEANING OPERATION. 18. ALL WATERMAINS AND SERVICES SHALL BE PRESSURE TESTED TO A MINIMUM OF 200 PSI OR 150 PSI OVER OPERATING PRESSURE, IN ACCORDANCE WITH THE SPECIFICATIONS OF THE CITY OF RENTON AND THE WASHINGTON STATE HEALTH DEPARTMENT. ALL PRESSURE TESTING SHALL BE DONE IN THE PRESENCE OF A REPRESENTATIVE OF THE CITY OF RENTON. THE QUANTITY OF WATER LOST FROM THE MAIN SHALL NOT EXCEED THE NUMBER OF GALLONS PER HOUR AS LISTED IN CITY OF RENTON STANDARD PLANS & SPECIFICATIONS 7-11.3(11). THE LOSS IN PRESSURE SHALL NOT EXCEED 5 PSI DURING THE 2 HOUR TEST PERIOD. 19. ALL WATERMAINS AND SERVICES SHALL BE DISINFECTED BY THE INJECTION OF A 50 PPM (MINIMUM CONCENTRATION) CHLORINE/WATER SOLUTION. DRY CALCIUM HYPOCHLORITE SHALL NOT BE PLACED IN THE PIPE AS LAID. CHLORINE SHALL BE METERED/INJECTED IN ACCORDANCE WITH SECTION 7- 11.3(12)E OR 7-11.3(12)F OF THE STANDARD SPECIFICATIONS REFERENCED ABOVE. 20. A PRE -CONSTRUCTION CONFERENCE IS REQUIRED PRIOR TO ANY CONSTRUCTION. A MINIMUM OF FIVE (5) WORKING DAYS NOTICE IS REQUIRED FOR SCHEDULING. 21. TWENTY-FOUR (24) HOURS NOTICE WILL BE REQUIRED PRIOR TO STARTING NEW CONSTRUCTION. 22. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO SECURE ALL NECESSARY PERMITS PRIOR TO STARTING CONSTRUCTION. 23. INSTALLATION OF CORPORATE STOPS, WATER SERVICES, LINES AND METERS SHALL NOT BE DONE UNTIL ALL SERVICE AGREEMENTS, METER APPLICATIONS, CONSTRUCTION PERMITS, AND PAYMENT OF FEES HAVE BEEN MADE TO THE CITY OF RENTON. 24. ALL CONNECTION TO EXISTING MAINS IS TO BE ACCOMPLISHED BY THE CITY OF RENTON, EXCEPT WET TAPS, WHICH MAY BE MADE BY APPROVED WET TAP CONTRACTORS WITH PRIOR APPROVAL FROM THE PUBLIC WORKS DEPARTMENT. ALL NECESSARY EXCAVATION AND MATERIALS ARE TO BE SUPPLIED BY THE CONTRACTOR AND BE ON-SITE PRIOR TO CITY NOTIFICATIONS. 25. INSPECTION WILL BE ACCOMPLISHED BY A REPRESENTATIVE OF THE CITY OF RENTON. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY DEVELOPMENT SERVICES TWENTY FOUR (24) HOURS IN ADVANCE OF BACKFILLING ALL CONSTRUCTION. THE CONTRACTOR, AS WELL AS THE ENGINEERS, SHALL KEEP AS -BUILT DRAWINGS. 26. CONTRACTOR TO PROVIDE PLUGS AND TEMPORARY BLOW -OFF ASSEMBLIES FOR TESTING AND PURITY ACCEPTANCE PRIOR TO FINAL TIE-IN. 27. ALL JOINT RESTRAINT SYSTEMS (SHACKLE RODS, NUTS, BOLTS, ETC.) SHALL BE AS MANUFACTURED BY THE STAR MANUFACTURING COMPANY OF COLUMBUS OHIO, OR EQUAL, APPROVED IN WRITING BY THE PUBLIC WORKS DEPARTMENT. 28. ASPHALT AND CONCRETE STREET PAVING SHALL BE SAWCUT TO A MINIMUM DEPTH OF TWO (2) INCHES. OIL MAT STREETS MAY BE SPADE CUT. ALL SURFACE CONCRETE, PAVEMENT, SIDEWALKS, CURB, GUTTERS, AND DRIVEWAY APPROACHES SHALL BE SAWCUT TO A MINIMUM DEPTH OF TWO (2) INCHES OR REMOVED TO AN EXISTING EXPANSION JOINT. 29. A TEMPORARY COLD MIX ASPHALT PATCH SHALL BE PLACED ON THE DAY OF INITIAL EXCAVATION WITH A PERMANENT, SEALED PATCH TO BE PLACED, TO CITY OF RENTON POLICY, WITHIN 10 DAYS. CALL FOR SUBGRADE INSPECTION PRIOR TO PLACEMENT OF FINAL PATCH. 30. FOR CITY PROJECTS SUCH AS TELEMETRY CONDUIT, THE PVC PIPE USED SHALL BE ALL CHEMICAL PROCESS LINES SHALL BE SCHEDULE 80 PVC PIPE. SCHEDULE 40 IN UNIMPROVED AREAS AND SCHEDULE 80 PVC PIPE UNDER IMPROVED AREAS. SURVEYED: DESIGNED: KAW DRAWN: LBJ CHECKED: JAJ BY DATE APPR APPROVED: SCALE: AS NOTED ONE INCH AT FULL SCALE--il IF NOT ONE INCH SCALE ACCORDINGLY VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/1991 DAT(IJ M General Paving Notes 1. A COPY OF THE APPROVED PLANS SHALL BE ON SITE WHENEVER CONSTRUCTION IS IN PROGRESS. THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING ANY OTHER REQUIRED OR RELATED PERMIT PRIOR TO BEGINNING CONSTUCTION. 2. ALL LOCATIONS OF EXISTING UTILITIES HAVE BEEN ESTABLISHED BY FIELD SURVEY AND AVAILABLE RECORDS AND SHOULD THEREFORE, BE CONSIDERED ONLY APPROXIMATE AND NOT NECESSARILY COMPLETE. IT IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR TO INDEPENDENTLY VERIFY THE ACCURACY OF ALL UTILITY LOCATIONS AND TO DISCOVER AND AVOID ANY OTHER UTILITIES NOT SHOWN WHICH MAY BE AFFECTED BY THE IMPLEMENTATION OF THIS PLAN. 3. ALL ASPHALT CONCRETE WORK IN THE PUBLIC RIGHT-OF-WAY SHALL CONFORM TO THE CITY OF RENTON STANDARDS AND SPECIFICATIONS. 4. ALL ASPHALT CONCRETE WORK ON THE PROJECT SITE SHALL CONFORM TO THE "2012 WASHINGTON STATE DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS FOR ROAD, BRIDGE AND MUNICIPAL CONSTRUCTION". 5. ALL ASPHALT CONCRETE PAVEMENT SHALL BE PLACED IN ACCORDANCE WITH WSDOT/APWA SECTION 5-04 UNLESS OTHERWISE SPECIFICALLY NOTED. 6. PROOF ROLL AND REMOVE ANY SOFT SPOTS. REPLACE REMOVED MATERIAL WITH STRUCTURAL FILL PER THE GEOTECHNICAL ENGINEER. CONTRACTOR SHALL TEST AND VERIFY SUBGRADE MEETS COMPACTION REQUIREMENTS PRIOR TO PAVING. 7. STERILIZE ALL AREAS TO BE PAVED WITH A SOIL STERILANT, PRAMITOL 25E OR EQUAL, AS RECOMMENDED BY THE MANUFACTURER. 8. AGGREGATE SHALL BE TYPE CLASS B, 1/2 INCH MAXIMUM MEDIUM GRADING, CONFORMING TO SECTION 9-3.8 OF THE WSDOT-APWA. ASPHALT BINDER SHALL BE PAVING ASPHALT, GRADE AR -4000, AND SHALL COMPLY WITH SECTION 9-02.1 OF WSDOT-APWA. ASPHALT CONCRETE MIXING AND PROPORTIONING SHALL COMPLY WITH SECTION 9-03.8 OF THE WSDOT-APWA. 10. CRUSHED SURFACING SHALL BE PLACE IN ACCORDANCE WITH WSDOT- APWA SECTION 4-04 AND SHALL MEET THE REQUIREMENTS OF WSDOT-APWA 9-03.9(3). 11. CONTRACTOR SHALL PREPARE THE EXISTING ASPHALT PAVEMENT SURFACE TO BE OVERLAID IN ACCORDANCE WITH 5-04.3(5)A. 12. SAWCUT EXISTING ASPHALT FULL DEPTH WHERE NEW PAVEMENT ABUTS EXISTING. 13. APPLY TACK COAT TO ALL EXISTING PAVEMENT SURFACES TO BE OVERLAID OR ABUTTED WITH NEW ASPHALT PAVEMENT. TACK COAT SHALL NOT BE APPLIED IN TEMPERATURES BELOW 50 DEGREES F. 14. CONTRACTOR SHALL PROTECT FROM DAMAGE ALL EXISTING FEATURES TO REMAIN. THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR REPAIRING OR REPLACING TO THE OWNER'S SATISFACTION ANY AREA THAT DEFACEMENT OR DAMAGE HAS OCCURRED AT NO COST TO THE OWNER. CITY OF RENTON Planning/Building/Public Works Dept. UPERMIT# 015000494 Approved 3. ALL LOCATIONS OF EXISTING UTILITIES SHOWN ARE APPROXIMATE AND IT SHALL BE THE CONTRACTOR'S By: Approved RESPONSIBILITY TO VERIFY THE TRUE AND CORRECT LOCATION SO AS TO AVOID DAMAGE OR DISTURBANCE. Approved 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 rr 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 W HOURS IN ADVANCE OF BACKFILLING ALL CONSTRUCTION. z 5. CONTRACTOR IS SOLELY RESPONSIBLE FOR THE MEANS, METHODS AND SEQUENCES OF CONSTRUCTION AND FOR Lli THE SAFETY OF WORKERS AND OTHERS ON THE CONSTRUCTION SITE. U 6. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO OBTAIN STREET USE AND ANY OTHER RELATED PERMITS PRIOR TO ANY CONSTRUCTION. z 7. PLANS APPROVED BY THE CITY OF RENTON, PUBLIC WORKS DEPARTMENT SHALL TAKE PRECEDENCE OVER ALL z OTHER PLANS. Q 8. A COPY OF THESE APPROVED PLANS MUST BE ON THE JOB SITE WHENEVER CONSTRUCTION IS IN PROGRESS. rr I- 9. THE CONTRACTOR SHALL PROVIDE THE CITY OF RENTON WITH AN AS -BUILT DRAWING OF THE SANITARY SEWER Lij SYSTEM, WHICH HAS BEEN STAMPED AND SIGNED BY A LICENSED PROFESSIONAL ENGINEER OR LICENSED PROFESSIONAL SURVEYOR. 10. BACKFILL SHALL BE PLACED EQUALLY ON BOTH SIDES OF THE PIPE IN LAYERS WITH A LOOSE AVERAGE DEPTH 0 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. O 11. OPEN CUT ROAD CROSSINGS FOR UTILITY TRENCHES ON EXISTING TRAVELED ROADWAY SHALL BE BACKFILLED WITH CRUSHED ROCK AND MECHANICALLY COMPACTED. CUTS INTO THE EXISTING ASPHALT SHALL BE NEATLINE CUT WITH SAW IN A CONTINUOUS LINE. A TEMPORARY MIX PATCH MUST BE PLACED IMMEDIATELY AFTER BACKFILL AND COMPACTION. A PERMANENT HOT MIX PATCH SHALL BE PLACED WITHIN 10 DAYS AND SHALL BE PER CITY OF RENTON CURRENT STANDARDS. 12. DATUM FOR VERTICAL CONTROL SHALL BE NORTH AMERICAN VERTICAL DATUM 1988 METERS, AND FOR HORIZONTAL CONTROL SHALL BE NORTH AMERICAN DATUM 1983/1991 METERS UNLESS OTHERWISE APPROVED BY THE CITY OF RENTON PUBLIC WORKS DEPARTMENT. REFERENCE BENCHMARK AND ELEVATIONS ARE NOTED ON THE PLANS. 13. ALL DISTURBED AREAS SHALL BE SEEDED AND MULCHED OR OTHERWISE STABILIZED TO THE SATISFACTION OF THE DEPARTMENT FOR THE PREVENTION OF ON-SITE EROSION AFTER THE COMPLETION OF CONSTRUCTION. 14. ALL PIPE AND APPURTENANCES SHALL BE LAID ON A PROPERLY PREPARED FOUNDATION IN ACCORDANCE WITH SECTION 7 OF THE CURRENT STATE OF WASHINGTON STANDARD SPECIFICATIONS 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. 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. IN PAVED AREA, COVER MUST SLOPE IN ALL DIRECTIONS TO MATCH PAVING. 0,1F WAs COUGHLINPORTERLVNDEEw _ N A CONSULTING STRUCTURAL AND CIVIL ENGINEERING CORPORATION 0 ; 40 801 SECOND AVENUE - SUITE 900 P: 206/343-0460 43667 SEATTLE, WA 98104 F: 206/343-5691 AGI S T s1oNAL ti2 Water Plan General Notes 1. ALL WORK MATERIAL SHALL BE IN CONFORMANCE WITH THE STANDARDS AND SPECIFICATIONS OF THE CITY OF RENTON PLANNING/BUILDING/PUBLIC WORKS DEPARTMENT AND THE LATEST EDITION OF THE WSDOT/APWA STANDARDS AND SPECIFICATIONS, AS APPROVED AND MODIFIED BY THE CITY OF RENTON IN THE RENTON STANDARD PLANS & SPECIFICATIONS. A SET OF APPROVED PLANS SHALL BE KEPT ON SITE AT ALL TIMES DURING CONSTRUCTION. 2. THE HOURS OF WORK IN THE STREET RIGHT OF WAY SHALL BE LIMITED TO 8:30 AM TO 3:30 PM ON WEEKDAYS UNLESS OTHERWISE APPROVED IN WRITING BY THE PUBLIC WORKS DEPARTMENT AT (425) 430-7301. THE POLICE DEPARTMENT, FIRE DEPARTMENT, AND 911 SHALL BE NOTIFIED 24 HOURS IN ADVANCE OF ANY WORK IN THE RIGHT OF WAY. 3. ALL LOCATIONS OF EXISTING UTILITIES SHOWN ARE APPROXIMATE AND IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE TRUE AND CORRECT LOCATION SO AS TO AVOID DAMAGE OR DISTURBANCE. FOR UTILITY LOCATES CALL 48-HOUR LOCATORS 800-424-5555. 4. AN APPROVED TRAFFIC CONTROL PLAN IS REQUIRED TO BE SUBMITTED AT THE PRE -CONSTRUCTION MEETING. 5. DATUM FOR VERTICAL CONTROL SHALL BE NORTH AMERICAN VERTICAL DATUM 1988 METERS, AND FOR HORIZONTAL CONTROL SHALL BE NORTH AMERICAN DATUM 1983/1991 METERS UNLESS OTHERWISE APPROVED BY THE CITY OF RENTON PUBLIC WORKS DEPARTMENT. REFERENCE BENCHMARK AND ELEVATIONS ARE NOTED ON THE PLANS. 6. ALL WATERMAIN PIPE IS TO BE CEMENT LINED DUCTILE IRON PIPE CONFORMING TO AWWA C110 AND C111 OR LATEST REVISION, THICKNESS CLASS 52. CEMENT MORTAR LINING AND SEAL COATING SHALL CONFORM TO AWWA C104 OR LATEST REVISION. PIPE JOINTS TO BE PUSH -ON OR MECHANICAL JOINT. BEDDING TO BE CLASS C. ALL DUCTILE IRON PIPE AND FITTINGS SHALL BE POLYETHYLENE WRAPPED PER ANSI/AWWA C105/A21.5-93 STANDARDS. 7. CAST IRON AND DUCTILE IRON FITTINGS SHALL BE CEMENT LINED, PRESSURE RATED AS NOTED ON PLANS, AND IN ACCORDANCE WITH ANSI/AWWA C110/A21.10-87. CEMENT LINING SHALL BE IN ACCORDANCE WITH ANSI/AWWA C104/421/4-90. IF FITTINGS ARE 3 TO 12 INCHES IN DIAMETER AND HAVE MECHANICAL JOINTS, THE FITTINGS SHALL IN ACCORDANCE WITH EITHER ANSI/AWWA C110 -A21.10-87 OR ANSI/AWWA C153/A21.53-94. THREE (3) INCH TO 12 INCH DIAMETER FITTINGS, WHICH HAVE MECHANICAL JOINTS AND/OR FLANGED JOINTS, SHALL BE IN ACCORDANCE WITH ANSI/AWWA C110/A21.10.87 OR A COMBINATION OF ANSI/AWWA C110/A21.10.87 AND ANSI/AWWA C153/A21.53-94 SUCH THAT THE PORTION OF THE FITTING WITH A MECHANICAL JOINT(S) MAY BE WITH ANSI/AWWA C153/A21.53-94 AND THAT PORTION OF THE FITTING WITH FLANGED JOINT(S) SHALL BE IN ACCORDANCE WITH AWWA C110/A21.10-87. ACCEPTANCE TESTING IN ACCORDANCE WITH SECTION 53.53 OF ANSI/AWWA SECTION 10-4.3 OF ANSI/AWWA C110/A21.10-87 SHALL BE OBTAINED BY THE CONTRACTOR AND TRANSMITTED TO THE OWNER. 8. GATE VALVES SHALL BE IRON BODY, BRONZED -MOUNTED, DOUBLE DISC WITH BRONZE WEDGING DEVICE AND 0 -RING STUFFING BOX (AWWA C500) OR OF RESILIENT SEATED TYPE (AWWA C509). VALVES SHALL BE DESIGNED FOR A MINIMUM WATER OPERATING PRESSURE OF 200 PSI. GATE VALVES SHALL BE CLOW LIST 14, MUELLER COMPANY NO. A2380 OR M & H. 9. FIRE HYDRANTS SHALL BE COREY TYPE (OPENING WITH THE PRESSURE) OR COMPRESSION TYPE (OPENING AGAINST PRESSURE) CONFORMING TO AWWA C-502-85 WITH A 6 INCH MECHANICAL JOINT INLET AND A MAIN VALVE OPENING (M.V.O.) OF 5-1/4 INCH, TWO 2-1/2 INCH HOSE NOZZLES WITH NATIONAL STANDARD THREADS 7-1/2 THREADS PER INCH AND ONE 4 INCH PUMPER NOZZLE WITH THE NEW SEATTLE PATTERN 6 THREADS PER INCH, 60 DEGREES V. THREADS: OUTSIDE DIAMETER OF MALE THREAD 4.875 AND ROOT DIAMETER 4.6263. HYDRANTS SHALL HAVE A 1-1/4 INCH PENTAGON OPERATING NUT OPENED BY TURNING COUNTER CLOCKWISE (LEFT). 10. THE TWO 2-1/2 INCH HOSE NOZZLES SHALL BE FITTED WITH CAST IRON THREADED CAPS WITH OPERATING NUT OF THE SAME DESIGN AND PROPORTIONS AS THE HYDRANT STEM NUT. CAPS SHALL BE FITTED WITH SUITABLE NEOPRENE GASKETS FOR POSITIVE WATER TIGHTNESS UNDER TEST PRESSURES. 11. THE 4 INCH PUMPER NOZZLE SHALL BE FITTED WITH A STORZ ADAPTER, 4 INCH SEATTLE THREAD X 5 INCH STORZ. STORZ ADAPTER SHALL BE FORGED AND/OR EXTRUDED 6061-T6 ALUMINUM ALLOY, HARDCOAT ANODIZED. THREADED END PORTION SHALL HAVE NO LUGS AND TWO SET SCREWS 180 DEGREES APART. STORZ FACE TO BE METAL, NO GASKET TO WEATHER. STORZ CAP TO HAVE SYNTHETIC MOLDED RUBBER GASKET, AND SHALL BE ATTACHED TO HYDRANT ADAPTER WITH 1/8 INCH, COATED, STAINLESS STEEL, AIRCRAFT CABLE. 12. FIRE HYDRANTS SHALL BE PAINTED WITH TWO COATS OF PAINT. PRESERVATIVE PAINT NUMBER 43-655 SAFETY YELLOW OR APPROVED EQUAL. 13. PUMPER CONNECTION TO FACE ROADWAY ASSEMBLY. f REVISION 14. FIRE HYDRANTS SHALL BE INSTALLED PER CITY OF RENTON STANDARD DETAIL FOR FIRE HYDRANTS, LATEST REVISION. 15. ALL WATERMAINS 10 INCHES AND SMALLER TO MAINTAIN A MINIMUM COVER OF 36 INCHES BELOW FINISH GRADE. ALL WATERMAIN 12 INCHES AND LARGER SHALL BE AT A MINIMUM OF 48 INCHES BELOW FINISH GRADE. WHERE UTILITY CONFLICTS OCCUR, WATERMAINS ARE TO BE LOWERED TO CLEAR. 16. ALL WATERMAINS 6 INCHES AND LARGER IN DIAMETER SHALL BE CLEANED WITH PIPE CLEANING "PIGS" PRIOR TO DISINFECTION. THE "POLY PIGS" SHALL BE GIRARD INDUSTRIES AQUA SWAB -AS OR APPROVED EQUAL, 2 LB/CU. FT. DENSITY FOAM WITH 90A DUROMETER URETHANE RUBBER COATING ON THE REAR OF "PIG" ONLY. 17. "PIGS" SHALL BE CYLINDER SHAPED WITH BULLET NOSE OR SQUARE END. THE CONTRACTOR WILL PERFORM THE CLEANING OPERATION. 18. ALL WATERMAINS AND SERVICES SHALL BE PRESSURE TESTED TO A MINIMUM OF 200 PSI OR 150 PSI OVER OPERATING PRESSURE, IN ACCORDANCE WITH THE SPECIFICATIONS OF THE CITY OF RENTON AND THE WASHINGTON STATE HEALTH DEPARTMENT. ALL PRESSURE TESTING SHALL BE DONE IN THE PRESENCE OF A REPRESENTATIVE OF THE CITY OF RENTON. THE QUANTITY OF WATER LOST FROM THE MAIN SHALL NOT EXCEED THE NUMBER OF GALLONS PER HOUR AS LISTED IN CITY OF RENTON STANDARD PLANS & SPECIFICATIONS 7-11.3(11). THE LOSS IN PRESSURE SHALL NOT EXCEED 5 PSI DURING THE 2 HOUR TEST PERIOD. 19. ALL WATERMAINS AND SERVICES SHALL BE DISINFECTED BY THE INJECTION OF A 50 PPM (MINIMUM CONCENTRATION) CHLORINE/WATER SOLUTION. DRY CALCIUM HYPOCHLORITE SHALL NOT BE PLACED IN THE PIPE AS LAID. CHLORINE SHALL BE METERED/INJECTED IN ACCORDANCE WITH SECTION 7- 11.3(12)E OR 7-11.3(12)F OF THE STANDARD SPECIFICATIONS REFERENCED ABOVE. 20. A PRE -CONSTRUCTION CONFERENCE IS REQUIRED PRIOR TO ANY CONSTRUCTION. A MINIMUM OF FIVE (5) WORKING DAYS NOTICE IS REQUIRED FOR SCHEDULING. 21. TWENTY-FOUR (24) HOURS NOTICE WILL BE REQUIRED PRIOR TO STARTING NEW CONSTRUCTION. 22. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO SECURE ALL NECESSARY PERMITS PRIOR TO STARTING CONSTRUCTION. 23. INSTALLATION OF CORPORATE STOPS, WATER SERVICES, LINES AND METERS SHALL NOT BE DONE UNTIL ALL SERVICE AGREEMENTS, METER APPLICATIONS, CONSTRUCTION PERMITS, AND PAYMENT OF FEES HAVE BEEN MADE TO THE CITY OF RENTON. 24. ALL CONNECTION TO EXISTING MAINS IS TO BE ACCOMPLISHED BY THE CITY OF RENTON, EXCEPT WET TAPS, WHICH MAY BE MADE BY APPROVED WET TAP CONTRACTORS WITH PRIOR APPROVAL FROM THE PUBLIC WORKS DEPARTMENT. ALL NECESSARY EXCAVATION AND MATERIALS ARE TO BE SUPPLIED BY THE CONTRACTOR AND BE ON-SITE PRIOR TO CITY NOTIFICATIONS. 25. INSPECTION WILL BE ACCOMPLISHED BY A REPRESENTATIVE OF THE CITY OF RENTON. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY DEVELOPMENT SERVICES TWENTY FOUR (24) HOURS IN ADVANCE OF BACKFILLING ALL CONSTRUCTION. THE CONTRACTOR, AS WELL AS THE ENGINEERS, SHALL KEEP AS -BUILT DRAWINGS. 26. CONTRACTOR TO PROVIDE PLUGS AND TEMPORARY BLOW -OFF ASSEMBLIES FOR TESTING AND PURITY ACCEPTANCE PRIOR TO FINAL TIE-IN. 27. ALL JOINT RESTRAINT SYSTEMS (SHACKLE RODS, NUTS, BOLTS, ETC.) SHALL BE AS MANUFACTURED BY THE STAR MANUFACTURING COMPANY OF COLUMBUS OHIO, OR EQUAL, APPROVED IN WRITING BY THE PUBLIC WORKS DEPARTMENT. 28. ASPHALT AND CONCRETE STREET PAVING SHALL BE SAWCUT TO A MINIMUM DEPTH OF TWO (2) INCHES. OIL MAT STREETS MAY BE SPADE CUT. ALL SURFACE CONCRETE, PAVEMENT, SIDEWALKS, CURB, GUTTERS, AND DRIVEWAY APPROACHES SHALL BE SAWCUT TO A MINIMUM DEPTH OF TWO (2) INCHES OR REMOVED TO AN EXISTING EXPANSION JOINT. 29. A TEMPORARY COLD MIX ASPHALT PATCH SHALL BE PLACED ON THE DAY OF INITIAL EXCAVATION WITH A PERMANENT, SEALED PATCH TO BE PLACED, TO CITY OF RENTON POLICY, WITHIN 10 DAYS. CALL FOR SUBGRADE INSPECTION PRIOR TO PLACEMENT OF FINAL PATCH. 30. FOR CITY PROJECTS SUCH AS TELEMETRY CONDUIT, THE PVC PIPE USED SHALL BE ALL CHEMICAL PROCESS LINES SHALL BE SCHEDULE 80 PVC PIPE. SCHEDULE 40 IN UNIMPROVED AREAS AND SCHEDULE 80 PVC PIPE UNDER IMPROVED AREAS. SURVEYED: DESIGNED: KAW DRAWN: LBJ CHECKED: JAJ BY DATE APPR APPROVED: SCALE: AS NOTED ONE INCH AT FULL SCALE--il IF NOT ONE INCH SCALE ACCORDINGLY VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/1991 DAT(IJ M General Paving Notes 1. A COPY OF THE APPROVED PLANS SHALL BE ON SITE WHENEVER CONSTRUCTION IS IN PROGRESS. THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING ANY OTHER REQUIRED OR RELATED PERMIT PRIOR TO BEGINNING CONSTUCTION. 2. ALL LOCATIONS OF EXISTING UTILITIES HAVE BEEN ESTABLISHED BY FIELD SURVEY AND AVAILABLE RECORDS AND SHOULD THEREFORE, BE CONSIDERED ONLY APPROXIMATE AND NOT NECESSARILY COMPLETE. IT IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR TO INDEPENDENTLY VERIFY THE ACCURACY OF ALL UTILITY LOCATIONS AND TO DISCOVER AND AVOID ANY OTHER UTILITIES NOT SHOWN WHICH MAY BE AFFECTED BY THE IMPLEMENTATION OF THIS PLAN. 3. ALL ASPHALT CONCRETE WORK IN THE PUBLIC RIGHT-OF-WAY SHALL CONFORM TO THE CITY OF RENTON STANDARDS AND SPECIFICATIONS. 4. ALL ASPHALT CONCRETE WORK ON THE PROJECT SITE SHALL CONFORM TO THE "2012 WASHINGTON STATE DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS FOR ROAD, BRIDGE AND MUNICIPAL CONSTRUCTION". 5. ALL ASPHALT CONCRETE PAVEMENT SHALL BE PLACED IN ACCORDANCE WITH WSDOT/APWA SECTION 5-04 UNLESS OTHERWISE SPECIFICALLY NOTED. 6. PROOF ROLL AND REMOVE ANY SOFT SPOTS. REPLACE REMOVED MATERIAL WITH STRUCTURAL FILL PER THE GEOTECHNICAL ENGINEER. CONTRACTOR SHALL TEST AND VERIFY SUBGRADE MEETS COMPACTION REQUIREMENTS PRIOR TO PAVING. 7. STERILIZE ALL AREAS TO BE PAVED WITH A SOIL STERILANT, PRAMITOL 25E OR EQUAL, AS RECOMMENDED BY THE MANUFACTURER. 8. AGGREGATE SHALL BE TYPE CLASS B, 1/2 INCH MAXIMUM MEDIUM GRADING, CONFORMING TO SECTION 9-3.8 OF THE WSDOT-APWA. ASPHALT BINDER SHALL BE PAVING ASPHALT, GRADE AR -4000, AND SHALL COMPLY WITH SECTION 9-02.1 OF WSDOT-APWA. ASPHALT CONCRETE MIXING AND PROPORTIONING SHALL COMPLY WITH SECTION 9-03.8 OF THE WSDOT-APWA. 10. CRUSHED SURFACING SHALL BE PLACE IN ACCORDANCE WITH WSDOT- APWA SECTION 4-04 AND SHALL MEET THE REQUIREMENTS OF WSDOT-APWA 9-03.9(3). 11. CONTRACTOR SHALL PREPARE THE EXISTING ASPHALT PAVEMENT SURFACE TO BE OVERLAID IN ACCORDANCE WITH 5-04.3(5)A. 12. SAWCUT EXISTING ASPHALT FULL DEPTH WHERE NEW PAVEMENT ABUTS EXISTING. 13. APPLY TACK COAT TO ALL EXISTING PAVEMENT SURFACES TO BE OVERLAID OR ABUTTED WITH NEW ASPHALT PAVEMENT. TACK COAT SHALL NOT BE APPLIED IN TEMPERATURES BELOW 50 DEGREES F. 14. CONTRACTOR SHALL PROTECT FROM DAMAGE ALL EXISTING FEATURES TO REMAIN. THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR REPAIRING OR REPLACING TO THE OWNER'S SATISFACTION ANY AREA THAT DEFACEMENT OR DAMAGE HAS OCCURRED AT NO COST TO THE OWNER. CITY OF RENTON Planning/Building/Public Works Dept. UPERMIT# 015000494 Approved By: Approved By: Approved By: Approved By: AUTOMOTIVE TRAINING CENTER RENTON TECHNICAL COLLEGE RENTON WASHINGTON CIVIL NOTES Date: Date: Date: Date: DATE: 04/30/2015 FIELDBOOK: PAGE: DRAWING NO: 00.02 SHEET:oF: 3 13 cn m vWI _? o ,. ao rr n a U LL Q 111 a 0 z z cu 3;r" 3: z- IL cn m 7 Ir a M qr 0 p 3 W w a t a i LL a cn i Q D CID LU z z I n Om I 2 Q LLJzi zI n i 0 rrW Z W U 0 Z Z a rrLU O 2O Q Call Dl g. 8-1 or i:) SERVICE (USA) 0 10 20 40 SCALE 1 71 =20' LEGEND GRAVEL SAWCUT LINE CONSTRUCTION LIMITS - J, WT. „ =:- 1 ROCKERY DDS TREE W/PROTECTION *- CURBING - _-- = m o Z C:) CL LU rr Ir n 0 C2 LL LU z Z cu 2 Lno LLi 0 IrorILLLJ C LU rr 0 0- Lai 1m UwE C:) CD LU rr n CD CJ LL 1 Call before you D g. 8-1 -1 or 1-800-424-5555 UNDERGROUND SERVICE (USA) LEGEND 10 20 40 0101 wxq w I m 66\\\\\\i" SCALE 171=20' GRAVEL SAWCUT LINE CONSTRUCTION LIMITS ROCKERY .... TREE W/PROTECTION Coco CURBING ............................... CONTOUR (INDEX) -------- CONTOUR WATER LINE STORM DRAINAGE LINE -- SANITARY SEWER LINE - ...... POWER TELEPHONE LINE GAS LINE WATER METER/VALVE/FH STORM CB/MH SANITARY SEWER MH/CO GAS VALVE/METER STREET LIGHT ASSEMBLY.... TELEPHONE RISER/MH TESC Notes: PROVIDE PERIMETER PROTECTION AT AREAS OF DISTURBED SOIL COLLECT SEDIMENT LADEN WATER AND ALLOW SEDIMENT TO SETTLE BEFORE DISCHARGING TO STORM SYSTEM. FILTER IF NEEDED. MONITOR DISCHARGES FROM DISTURBED SITE TO ENSURE SEDIMENT AND SOIL DOES NOT LEAVE SITE. KEEP VEHICLES ON PAVEMENT. DO NOT ALLOW SOIL TO BE TRACKED OFF SITE. COVER SOILS NOT IN WORK WITH SHEETING OR STRAW IF THEY WILL BE LEFT MORE THAN 7 DAYS. MAINTAIN EX PAVEMENT FOR WORKING SURFACES AS LONG AS POSSIBLE. KEEP PAVEMENTS CLEAN. COORDINATE WORK AREA FENCING WITH COLLEGE TO MAINTAIN ACCESS TO CAMPUS AND SEPARATE CONSTRUCTION AREA. CONTROL DUST ON SITE. SPRINKLE BARE SOILS AS NEEDED. DO NOT OVER WET SO AS TO CREATE MUDDY RUNOFF. SEE CITY OF RENTON NOTES ON CO.01. SEQUENCED CONSTRUCTION WILL REQUIRE DIFFERENT SCOPES OF WORK AND RELOCATION OF FENCES TO SEPARATE WORK FROM CAMPUS ACTIVITY. COORDINATE FENCES, GATES AND CLOSURES WITH OTHER CAMPUS USERS AND CITY OF RENTON FIRE DEPARTMENT REQUIREMENTS. SEE TESC NOTES ON C0.01 ptP ......... ............. ............ ............ ............ --------- ............ ----------- D v: LIMITS OrWORK AiDrD roved JkedBV: OP. ................. Approved By: J6Z 4 4. x ---4F 2 -- - ------ ------- J,55— 58 Approved By A. 41 WAs 43667 s GISTO SjoNA11 0 /ti2 COUGHLIN PORTERLUNDEEN A CONSULTING STRUCTURAL AND CIVIL ENGINEERING CORPORATION 801 SECOND AVENUE - SUITE 900 P: 206/343-0460 SEATTLE, WA 98104 F: 206/343-5691 NO. REVISION SURVEYED: DESIGNED: KAW DRAWN: LBJ CHECKED: I I I 'j AJ BY DATE APPR I APPROVED: VERTICAL: NAVD 1988 AS NOTED HORIZONTAL: NAD 1983/1991 ONE INCH DATU M AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY CITY OFRmuRENTON Planning/Building/Public Works Dept. UPERMIT# 015000494 AUTOMOTIVE TRAINING CENTER RENTON TECHNICAL COLLEGE RENTON WASHINGTON TEMPORARY EROSION CONTROL PLAN Date: Date:' Date: Date: DATE: 04/30/2015 FIELDBOOK: PAGE: DRAWING NO: C2.00 SHEET: OF: 5 13 r m m Uw Q LU rrm Q CD U LL Q co Q I— co LU Z z C, Lo Ln LLf CO Orrm z m a U3 m I— w cc LD e LULU m Q CD LL Q 0 CJD LU Z IzC-U I t7 w CD a LU J m m Z C z zc a IN NTS Not Used NOTES iv!RAI:HAGw GRATE 9-- .. -1.4 { N ISOMETRIC VIEW T B r D s adl hiav k' 11-1n>N411-#io r (Overqlriw b . ss), i l>& nalrio-var s.N t cu:;;0 ..rIs1,rl_I. the B<, eCsItt € > ?3I .. II ._g hc. -Ato I n.1meria 4: Per'i:;•IT 1 -I- II i; s^ 3r,; II 3M FI I s wiili'SStarfdar AwJ y of sir O w m Wi 43667 O STV 1oNAL ti2% CATCH L3. SM FILTER M. P `13.30 s. City of Renton Std Plan 216.30 Catch Basin Filter COUGHLIN PORTERLUN DEEM A CONSULTING STRUCTURAL AND CIVIL ENGINEERING CORPORATION 801 SECOND AVENUE - SUITE 900 P: 206/343-0460 SEATTLE, WA 98104 F: 206/343-5691 JOINTS IN FILTER FABRIC SHALL BE SPLICED AT POSTS. USE STAPLES, WIRE RINGS, OR EQUIVALENT TO ATTACH FABRIC TO POSTS_ W MAX. i POST SPACING MAY BE INCREASED TO & IF WIRE BACKING IS USED 2"x2" BY 14 Ga, WIRE OR EQUIVALENT, IF STAT STRENGTH FABRIC I, FIL' MINIMUM 4"x4" TRENCH i f BACKFILL TK P 2"x4" WOOD POSTS, STEEL POSTS, REBAR, OR EQUIVALENT NTS Not Used 2 NOTES 1. CONDITION OF USE 1.1. SILT FENCE MAY BE USED DOWNSLOPE OF ALL DISTURBED AREAS. 1.2. SILT FENCE 1S NOT INTENDED TO TREAT CONCENTRATED FLOWS, NOR IS INTENDED TO TREAT SUBSTANTIAL AMOUNTS OF OVERLAND FLOW. ANY CONCENTRATED FLOW MOST BE CONVEYED THROUGH THE DRAINAGE SYSTEM TO A SEDIMENT TRAP OR POND. 2. DESIGN AND INSTALLATION SPECIFICATIONS 2.1. THE GEOTEXTILE USED MOST MET THE STANDARD LISTED BELLOW. A COPY OF THE MANUFACTURER'S FABRIC SPECIFICATIONS MOST BE AVAILABLE ON SITE. 2;2. STANDARD STRENGTH FABRIC REQUIRES WIRE BACKING TO INCREASE THE STRENGTH OF THE FENCE, WIRE BACKING OR CLOSER POST SPACING MAY BE REQUIRED FOR EXTRA STRENGTH FABRIC IF FIELD PERFORMANCE WARRANTS A STRONGER FENCE. 2.3, WHERE THE FENCE IS INSTALLED, THE SLOPE SHALL NOT BE STEEPER THAN 2HAV 2.4, IF A TYPICAL SILT FENCE IS USED, THE STANDARD 4X4 TRENCH MAY NOT BE REDUCED AS LONG AS THE BOTTOM 8 INCHES OF THE SILT FENCE IS WELL BURIED AND SECURE IN A TRENCH THAT STABILIZES THE FENCE AND DOES NOT ALLOW WATER TO BYPASS DR UNDERMINE THE SILT FENCE. 3. MAINTENANCE STANDARDS 3.1. ANY DAMAGE SHALL. BE REPAIR IMMEDIATELY. 3.2, IF CONCENTRATED FLOES ARE EVIDENT UPHILL OD THE FENCE THEY MUST BE INTERCEPTED AND CONVEYED T O A SEDIMENT TRAP OR POND. 3.3, IT IS IMPORTANT TO CHECK THE UPHILL SIDE OF THE FENCE FOR SIGNS OF THE FENCE CLOGGING AND ACTING AS A BARRIER TO FLOW AND THEN CAUSING CHANNELIZATION OF FLOWS PARALLEL TO THE FENCE. IF THIS OCCURS, REPLACE THE FENCE OR REMOVED THE TRAP SEDIMENT. 3.4, SEDIMENT MOST BE REMOVED WHEN SEDIMENT IS 6 INCHES HIGH. 3.5. IF THE FILTER FABRIC (GEOTEXTILE) HAS DETERIORATED DUE TO ULTRAVIOLET BREAKDOWN, IT SHALL BE REPLACED. STD. PIAN -- 214.00 PUBLIC; WORDS SILT FENCE DEPARTMENT 0 MARCH 2008 NO. REVISION NTS 10SiltFence 0 /0" WID17 Dnnr nonwinr crni IDr CORNER POST \ aVIVIiI\LI L ULVIif. 2.875 INCH O.D. NTS Construction Fence 3 3'-4' 1.2m) 1 D'-25' Nv/ A. z ADJACENT ROLLS SHALL TIGHTLY ABUT SEDIMENT, ORGANIC MATTER, + AND NATIVE SEEDS ARE CAPTURED BEHIND THE ROLLS \ ROLL SPACING DEPENDS ON SOIL TYPE AND SLOPE STEEPNESS STRAW ROLLS MUST BE PLACED ALONG SLOPE CONTOURS \ 3"-5" 75-125mm) 8"-10" DIA. 200-250mm) LIVE STAN NOTES 1" x 1" STAKE 1. CONDITION OF USE 1.1. SEEDING SHALL BE USED THROUGH THE PROJECT ON DISTURBED AREAS THAT HAVE REACHED FINAL GRADE OR THAT WILL REMAIN UNWORKED FOR MORE THAN 30 DAYS. 1.2. VEGETATION -LINED CHANNELS SHALL BE SEEDED. CHANNELS THAT WILL BE VEGETATED SHOULD BE INSTALLED BEFORE MAJOR EARTHWORK AND HYDROSEEDED OR COVERED WITH A BONDED FIBER MATRIX (BFM) 1.3. RETENTION / DETENTION PONDS SHALL BE SEEDED AS REQUIRED. 1.4. AT THE CITY'S DISCRETION, SEEDING WITHOUT MULCH DURING THE DRY SEASON IS ALLOWED EVEN THOUGH IT WILL TAKE MORE THAN SEVEN DAYS TO DEVELOP AN EFFECTIVE COVER. 1.5. AT THE BEGINNING OF THE WET SEASON, ALL DISTURBANCES AREAS SHALL BE REVIEWED TO IDENTIFY WHICH ONES CAN BE SEEDED IN PREPARATION FOR THE WINTER RAINS. DISTURBED AREAS SHOULD BE SEEDED WITHIN A WEEK OF BEGINNING OF THE WET SEASON. AT FINAL SITE STABILIZATION, ALL DISTURBED AREAS NOT OTHERWISE VEGETATED OR STABILIZED SHALL BE SEEDED AND MULCHED. 2. DESIGN AND INSTALLATION SPECIFICATIONS 2.1. THE BEST TIME TO SEED IS APRIL 1 THROUGH JUNE 30, AND SEPTEMBER 1 THROUGH OCTOBER 15. AREAS MAY BE SEEDED BETWEEN JULY 1 AND AUGUST 31, BUT IRRIGATION MAY BE REQUIRED IN ORDER TO GROW ADEQUATE COVER. AREAS MAY ALSO BE SEEDED DURING THE WINTER MONTHS, BUT IT MIGHT TAKE SEVERAL MONTHS TO DEVELOP A DENSE GROUNDCOVER DUE TO COLD TEMPERATURES. 2.2. TO PREVENT SEED FROM BEING WASHED AWAY CONFIRMED THAT ALL REQUIRED SURFACE WATER CONTROL MEASURES HAVE BEEN INSTALLED. 2.3 THE SEEDBED SHOULD BE FIRM BUT NOT COMPACTED. 2.4. IN GENERAL, 10 -20 -20N -P -K FERTILIZER MAY BE USED AT A RATE OF 90 POUNDS PER ACRE. IT IS RECOMMENDED THAT AREAS BEING SEEDED FOR FINAL LANDSCAPING CONDUCT SOIL TO DETERMINE THE EXACT TYPE AND QUANTITY OF FERTILIZER NEEDED. DISTURBE=D AREAS WITHIN 20.0 FEET OF WATER BODIES AND WETLANDS MUST USE SLOW RELEASE LO -PHOSPHORUS FERTILIZER. 2.5. THE FOLLOWING REQUIREMENTS APPLY FOR MULCHING 2.5.1. MULCH IS ALWAYS REQUIRED FOR SEEDING SLOPES GREATER THAN 3HAV 2.5.2. IF SEEDING DURING WET SEASON MULCH IS REQUIRED 2.5.3. THE USE OF MULCH MAY BE REQUIRED DURING WET SEASON AT THE CITY'S DISCRETION IF GRASS GROWTH IS EXPECTED TO BE SLOW, THE SOILS ARE HIGHLY ERODIBLE DUE TO SOIL TYPE OR GRADIENT, THERE IS A WATER BODY CLOSE TO THE DISTURBED AREA, OR SIGNIFICANT PRECIPITATION IS ANTICIPATED BEFORE THE GRASS WILL PROVIDE EFFECTIVE COVER. 2.5.4. MULCH MAY BE APPLIED IN TOP OF THE SEED OR SIMULTANEOUSLY BY HYDROSEEDING. 2.6. HYDROSEEDING IS ALLOWED AS LONG AS TRACKIFIER IS INCLUDED. HYDROSEEDING WITH WOOD FIBER MULCH IS ADEQUATE DURING THE DRY SEASON. HYDROSEEDING WITH WOOD FIBER MULCH IS ADEQUATE DURING THE DRY SEASON. DURING THE WET SEASON, THE APPLICATION RATE SHOULD BE DOUBLED. IT MIGHT BE NECESSARY IN SOME APPLICATIONS TO INCLUDE STRAW WITH THE WOOD FIBER, BUT THIS CAN BE DETERMINED TO GERMINATION. 2.7. AREAS TO BE PERMANENTLY LANDSCAPED SHALL USE SOIL AMENDMENTS. GOOD QUALITY TOPSOIL SHALL BE TILLED INTO THE TOP SUE INCHES TO REDUCE THE NEED FOR FERTILIZER AND IMPROVED THE OVERALL SOIL QUALITY. MOST NATIVE SOILS WILL REQUIRE THE ADDITION OF 4 INCHES OF WELL -ROTTED COMPOST TO BE TILLED INTO THE SOIL TO PROVIDE A GOOD (.DUALITY TOPSOIL. SM- PLAN — 213.40 PUBLIC WORDS STRAW WATTLES DEPARTMENT D MARCH 2008 SURVEYED: DESIGNED: KAW DRAWN: LBJ CHECKED: JAJ BY DATE I AP P R APPROVED: SCALE: AS NOTED ONE INCH AT FULL SCALE IF NOT ONE INCH SOLE ACCORDINGLY NTS Straw Wattle VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/1991 DATU M CITY OF RENTON Planning/Building/Public Works Dept. DRIPLINE NTS Tree Protection 4 NTS Not Used 8 I I I k sit m lip, UPERMIT# U15000494 Approved By: Approved By: Approved By: Approved of AUTOMOTIVE TRAINING CENTER RENTON TECHNICAL COLLEGE RENTON WASHINGTON T.E.S.C. DETAILS F - Date:r. .,. Date: Date: y 04/30/2015 FIELDBOOK: PAGE: DRAWING NO: C 2.1 0 SHEET: OF: 6 13 FOR SILT FILM AOS{ASTM[34751) 30-100SJEVE5I7E{0,60-0.15MMI 50100 SIEVE SIZE {0.30.0.l5MM FOR OTHER FABRICS WATER PERMITTIV EIP 'IASTMD4911 0.42 SEL^. -1 fAI IMUM GRAB TENSILE STRENCHT{ASTM D4532I 180 LBS. MIN. FOR EXTRA STRENGH FABRIC 100 LBS, WN. FOR STANDARD 5MENGHTFABRIC GRAB TENSILE ELONGATION ASTNI 1)4673 30% MAX. ULTRAViOLATE RESISTANCE ASTM D435S1 170% MIN. 2;2. STANDARD STRENGTH FABRIC REQUIRES WIRE BACKING TO INCREASE THE STRENGTH OF THE FENCE, WIRE BACKING OR CLOSER POST SPACING MAY BE REQUIRED FOR EXTRA STRENGTH FABRIC IF FIELD PERFORMANCE WARRANTS A STRONGER FENCE. 2.3, WHERE THE FENCE IS INSTALLED, THE SLOPE SHALL NOT BE STEEPER THAN 2HAV 2.4, IF A TYPICAL SILT FENCE IS USED, THE STANDARD 4X4 TRENCH MAY NOT BE REDUCED AS LONG AS THE BOTTOM 8 INCHES OF THE SILT FENCE IS WELL BURIED AND SECURE IN A TRENCH THAT STABILIZES THE FENCE AND DOES NOT ALLOW WATER TO BYPASS DR UNDERMINE THE SILT FENCE. 3. MAINTENANCE STANDARDS 3.1. ANY DAMAGE SHALL. BE REPAIR IMMEDIATELY. 3.2, IF CONCENTRATED FLOES ARE EVIDENT UPHILL OD THE FENCE THEY MUST BE INTERCEPTED AND CONVEYED T O A SEDIMENT TRAP OR POND. 3.3, IT IS IMPORTANT TO CHECK THE UPHILL SIDE OF THE FENCE FOR SIGNS OF THE FENCE CLOGGING AND ACTING AS A BARRIER TO FLOW AND THEN CAUSING CHANNELIZATION OF FLOWS PARALLEL TO THE FENCE. IF THIS OCCURS, REPLACE THE FENCE OR REMOVED THE TRAP SEDIMENT. 3.4, SEDIMENT MOST BE REMOVED WHEN SEDIMENT IS 6 INCHES HIGH. 3.5. IF THE FILTER FABRIC (GEOTEXTILE) HAS DETERIORATED DUE TO ULTRAVIOLET BREAKDOWN, IT SHALL BE REPLACED. STD. PIAN -- 214.00 PUBLIC; WORDS SILT FENCE DEPARTMENT 0 MARCH 2008 NO. REVISION NTS 10SiltFence 0 /0" WID17 Dnnr nonwinr crni IDr CORNER POST \ aVIVIiI\LI L ULVIif. 2.875 INCH O.D. NTS Construction Fence 3 3'-4' 1.2m) 1 D'-25' Nv/ A. z ADJACENT ROLLS SHALL TIGHTLY ABUT SEDIMENT, ORGANIC MATTER, + AND NATIVE SEEDS ARE CAPTURED BEHIND THE ROLLS \ ROLL SPACING DEPENDS ON SOIL TYPE AND SLOPE STEEPNESS STRAW ROLLS MUST BE PLACED ALONG SLOPE CONTOURS \ 3"-5" 75-125mm) 8"-10" DIA. 200-250mm) LIVE STAN NOTES 1" x 1" STAKE 1. CONDITION OF USE 1.1. SEEDING SHALL BE USED THROUGH THE PROJECT ON DISTURBED AREAS THAT HAVE REACHED FINAL GRADE OR THAT WILL REMAIN UNWORKED FOR MORE THAN 30 DAYS. 1.2. VEGETATION -LINED CHANNELS SHALL BE SEEDED. CHANNELS THAT WILL BE VEGETATED SHOULD BE INSTALLED BEFORE MAJOR EARTHWORK AND HYDROSEEDED OR COVERED WITH A BONDED FIBER MATRIX (BFM) 1.3. RETENTION / DETENTION PONDS SHALL BE SEEDED AS REQUIRED. 1.4. AT THE CITY'S DISCRETION, SEEDING WITHOUT MULCH DURING THE DRY SEASON IS ALLOWED EVEN THOUGH IT WILL TAKE MORE THAN SEVEN DAYS TO DEVELOP AN EFFECTIVE COVER. 1.5. AT THE BEGINNING OF THE WET SEASON, ALL DISTURBANCES AREAS SHALL BE REVIEWED TO IDENTIFY WHICH ONES CAN BE SEEDED IN PREPARATION FOR THE WINTER RAINS. DISTURBED AREAS SHOULD BE SEEDED WITHIN A WEEK OF BEGINNING OF THE WET SEASON. AT FINAL SITE STABILIZATION, ALL DISTURBED AREAS NOT OTHERWISE VEGETATED OR STABILIZED SHALL BE SEEDED AND MULCHED. 2. DESIGN AND INSTALLATION SPECIFICATIONS 2.1. THE BEST TIME TO SEED IS APRIL 1 THROUGH JUNE 30, AND SEPTEMBER 1 THROUGH OCTOBER 15. AREAS MAY BE SEEDED BETWEEN JULY 1 AND AUGUST 31, BUT IRRIGATION MAY BE REQUIRED IN ORDER TO GROW ADEQUATE COVER. AREAS MAY ALSO BE SEEDED DURING THE WINTER MONTHS, BUT IT MIGHT TAKE SEVERAL MONTHS TO DEVELOP A DENSE GROUNDCOVER DUE TO COLD TEMPERATURES. 2.2. TO PREVENT SEED FROM BEING WASHED AWAY CONFIRMED THAT ALL REQUIRED SURFACE WATER CONTROL MEASURES HAVE BEEN INSTALLED. 2.3 THE SEEDBED SHOULD BE FIRM BUT NOT COMPACTED. 2.4. IN GENERAL, 10 -20 -20N -P -K FERTILIZER MAY BE USED AT A RATE OF 90 POUNDS PER ACRE. IT IS RECOMMENDED THAT AREAS BEING SEEDED FOR FINAL LANDSCAPING CONDUCT SOIL TO DETERMINE THE EXACT TYPE AND QUANTITY OF FERTILIZER NEEDED. DISTURBE=D AREAS WITHIN 20.0 FEET OF WATER BODIES AND WETLANDS MUST USE SLOW RELEASE LO -PHOSPHORUS FERTILIZER. 2.5. THE FOLLOWING REQUIREMENTS APPLY FOR MULCHING 2.5.1. MULCH IS ALWAYS REQUIRED FOR SEEDING SLOPES GREATER THAN 3HAV 2.5.2. IF SEEDING DURING WET SEASON MULCH IS REQUIRED 2.5.3. THE USE OF MULCH MAY BE REQUIRED DURING WET SEASON AT THE CITY'S DISCRETION IF GRASS GROWTH IS EXPECTED TO BE SLOW, THE SOILS ARE HIGHLY ERODIBLE DUE TO SOIL TYPE OR GRADIENT, THERE IS A WATER BODY CLOSE TO THE DISTURBED AREA, OR SIGNIFICANT PRECIPITATION IS ANTICIPATED BEFORE THE GRASS WILL PROVIDE EFFECTIVE COVER. 2.5.4. MULCH MAY BE APPLIED IN TOP OF THE SEED OR SIMULTANEOUSLY BY HYDROSEEDING. 2.6. HYDROSEEDING IS ALLOWED AS LONG AS TRACKIFIER IS INCLUDED. HYDROSEEDING WITH WOOD FIBER MULCH IS ADEQUATE DURING THE DRY SEASON. HYDROSEEDING WITH WOOD FIBER MULCH IS ADEQUATE DURING THE DRY SEASON. DURING THE WET SEASON, THE APPLICATION RATE SHOULD BE DOUBLED. IT MIGHT BE NECESSARY IN SOME APPLICATIONS TO INCLUDE STRAW WITH THE WOOD FIBER, BUT THIS CAN BE DETERMINED TO GERMINATION. 2.7. AREAS TO BE PERMANENTLY LANDSCAPED SHALL USE SOIL AMENDMENTS. GOOD QUALITY TOPSOIL SHALL BE TILLED INTO THE TOP SUE INCHES TO REDUCE THE NEED FOR FERTILIZER AND IMPROVED THE OVERALL SOIL QUALITY. MOST NATIVE SOILS WILL REQUIRE THE ADDITION OF 4 INCHES OF WELL -ROTTED COMPOST TO BE TILLED INTO THE SOIL TO PROVIDE A GOOD (.DUALITY TOPSOIL. SM- PLAN — 213.40 PUBLIC WORDS STRAW WATTLES DEPARTMENT D MARCH 2008 SURVEYED: DESIGNED: KAW DRAWN: LBJ CHECKED: JAJ BY DATE I AP P R APPROVED: SCALE: AS NOTED ONE INCH AT FULL SCALE IF NOT ONE INCH SOLE ACCORDINGLY NTS Straw Wattle VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/1991 DATU M CITY OF RENTON Planning/Building/Public Works Dept. DRIPLINE NTS Tree Protection 4 NTS Not Used 8 I I I k sit m lip, UPERMIT# U15000494 Approved By: Approved By: Approved By: Approved of AUTOMOTIVE TRAINING CENTER RENTON TECHNICAL COLLEGE RENTON WASHINGTON T.E.S.C. DETAILS F - Date:r. .,. Date: Date: y 04/30/2015 FIELDBOOK: PAGE: DRAWING NO: C 2.1 0 SHEET: OF: 6 13 Call before you D g.8-I-I or 1-800-424-5555 UNDERGROUND SERVICE (USA) LEGEND EXISTING PROPOSED ASPHALT PAVING Uw Q ooh PERMEABLE rr o BUILDINGS LL GRAVEL u Call before you D g.8-I-I or 1-800-424-5555 UNDERGROUND SERVICE (USA) LEGEND EXISTING PROPOSED ASPHALT PAVING CONCRETE PAVING P PERMEABLE wC , nw CONCRETE PAVING p BUILDINGS I GRAVEL CONSTRUCTION LIMITS LIMIR ROCKERY TREE CURBING CONTOUR (INDEX) ------- 100— CONTOUR -& - 98 WATER LINE r: r::.i:{•i:•Xr.y:r •iiiii::. STORM DRAINAGE LINE SD Q U UD LU z z LO LU 0 F7 C t LLJ t Q 1 D Q- I / LO m 1 , U LOL I '1 aCD 1 Ir n a LL Q 9.75 E LU W z zN L0 wC , nw Z, z zrr v- I r y K fJ i •. . •: iii"- t SANITARY SEWER LINE T i I r nrr 6 rk iii:':::.... fir..:.:::.:. c n O ,. ., iiiii. iiiii:: :• :•:: :::•::::::::::::::::. r r POWER ... 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't; l , .•{:.:: y--- _-...;._.... i?>:"i"a :ti'<%iiiii:: iii ii is ii ii iiiii:<i iiiiiiiiii:: iii::iiiiiiisi:.:.:::i:_...:::.r..{.:.:,.:. r :.::::....... 1.: is:: fv: •iiiii :::. ioif.:: iii: SITE STORM SYSTEM ,f- . f NEW 45 LF TRENCH RAIN RIM 339. 35 v .............................. iiiii::::iiiiii:::::iiiii o- .: f iii: i :: ii:<:''iiiii i < • : i ::. . :'::::i:::- :- : iiiiiiiiii iiiii:;iiir+55:5::, i:i:iiiiiii:.- i .<. i. ::.::::: is i:: i:: iiiiiiiiiii:.i:::.i.:.::i i: •<. ;. is is<:.;:"<. i:::.i: 1. • .i::... iii:.....::: i iiiii:: ii: iiiiiiiiii: i"iii'.::::: w rr i:.:.. . ;. i N , W IN ©UTSTORMr CB/MHCBRIR,-338.84 7 r. f r f ... bf :. r:::.:::::::: Sii ::'i::::i is ii ii %iiiii:: i:'i i:i:{? i:•i iii::: :::' 6 SD ( 1.0 MIN E 33 35 h •ii r ::.::::. i:S. i : :....... i: %%:;:222%Y> :»:tt:::iii iiiii tt #.::..:::: ii5 ii:: t 'N 4i i iii: , , : ,,; :+ 7 16 PI/ N 68`4... i-, ... E 2 CQN Y iiir,ii% ::: zz«»SSs»?>ss5s>s:><:::<i: ii: iiiiiiiiii:.: si: i:: is ;:>: ROOF DRAIN S NEW K3 BUILDING is;::i v. a 2<.; :<;<.. i:::.; :<ii.: o>:;: '>i:<<:i::ii:i::i::i::i:t 2::i:::::::::.::::.:.:::.:.:::<..::::,ii:< iiiii: :.::: i «:::::::.: iiiii: :za»>, t ::•. •. :. .iiiii:. S EWERSANITARYMH/COS .. O: o w M r r .. w1 4CO ff f . 111 , /. .:f f ffffff, ff fffff. rr n iiiii.. i %;::2::i::iii;::ii:iii:::2<:::::i: r:• :•:: r.......... PER ARCH L SEE DETAIL 8 (Ty . P R AR RITE T RAL a.:. i :..:....:::> ':: 7Y;.. iiiii:.; .. ... ::• i'::;;::;::iii::;:....::':«<•:<;<:::::::«;;«<::: r r:::: :•:: ::::•:: y:':::: : v. •iiiii: :::.:::: i"v : iiiii: :::::::: H•:. .:.:•:: :•iiiii z"z::i;.......... GAS VA VE METER r<' •' ;:.: L b D 7 tgC342.0 EX : ... 4 ALT iiiii..... iiiii iiiii: : f.•v. :. r...... .... f.::..: ':::. v::. DOWNSPOUT:.f. C3.10 1FF339.5_ i i>::'i:i:-: i:.ii:;.:: i :• i:;:;::::::::::::: .: ii: i>:i:•f'ii>iii:i>: i;;;;;;:<..i» M:> %%:::i::>2«::%:i «.i>:.«<: S:•>t ::.: iiiii: :•:::::::•. iiiii: :':::::::•. i'. r O SEE 8 i:. >ii: i::;;.i::;;.i r,:,..:::::.::.::i::::Y• iiiii. iii:.:i::::::: :'.:.::::: ::':::::::::-....... i: is<.i:.i: i ii iii i• . i:.iii:.i... BUILDING WORK POINT ER ARCH L L 1-.. r. ..:::.: iiiii: r.:.:..:...... .:..;:::i:::::;<;:::;%<: ii r,•r ........... iiiii: ii ««:%i:«<': r.. .........:: STREET LIGHT ASSEMBLY V. ,.:. f, Z r.... Tr add .. c5.2o r iii.: ' :iii <, n r i:i:>;:<:r:::i{•<%:.. iiiii :.:: :.:::::::::: .i::i:: ii:::•.i:i:i:: iiiiii:; . i.;....:::.:..: i::;:::iii: ii::iiiiii;>: is i5:::::<::::<::::>;:::.:. i:t•:i>:> i:: iiiiii iiiii> :iii i siS E:::::::::.....: :_> :-.........::: i:::iii: ...:<::r:i::::::i:.iii' Y:::::. ;;.: ii:ii:ii5iiii: :iii: i: SEE ARCH SEE DETAIL GATES PER 1TYC3 0 I i:;.-.... is«<. ii. ; iiiiii:.ii;i:.iii i;. iiiiii:;:<. is «<i is iii2 2. .. f^ : TELEPHONE I HRSERM T Q U UD LU z z LO LU 0 F7 C t LLJ t Q 1 D Q- I / LO m 1 , U LOLI '1 aCD 1 Ir n a LL v F wA w COUGHLIN PORTERLUNDEEN A CONSULTING STRUCTURAL AND CIVIL ENGINEERING CORPORATION 40 801 SECOND AVENUE - SUITE 900 P: 206/343-0460 43667 O SEATTLE, WA 98104 F: 206/343-5691 AGIST0' ONAL Role REVISION SURVEYED: DESIGNED: KAW DRAWN: LBJ CHECKED: JAJ BY DATE AP P R APPROVED: SCALE: AS NOTED ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/1991 DATU M DATE: CITY OF AUTOMOTIVE TRAINING CENTER 04/30/2015 R E N TO N TECHNICAL COLLEGE FIELDBOOK: RENTON PAGE: RENTON WASHINGTON DRAWING NO: Planning/Building/Public Works Dept. C3 00 GRADING AND STORM DRAINAGE PLAN SHEET: 7 OF: 13 Q 0 W m LU W z zN L0 wC , nw Z, z zrr 8% a atA-L- v F wA w COUGHLIN PORTERLUNDEEN A CONSULTING STRUCTURAL AND CIVIL ENGINEERING CORPORATION 40 801 SECOND AVENUE - SUITE 900 P: 206/343-0460 43667 O SEATTLE, WA 98104 F: 206/343-5691 AGIST0' ONAL Role REVISION SURVEYED: DESIGNED: KAW DRAWN: LBJ CHECKED: JAJ BY DATE AP P R APPROVED: SCALE: AS NOTED ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/1991 DATU M DATE: CITY OF AUTOMOTIVE TRAINING CENTER 04/30/2015 R E N TO N TECHNICAL COLLEGE FIELDBOOK: RENTON PAGE: RENTON WASHINGTON DRAWING NO: Planning/Building/Public Works Dept. C3 00 GRADING AND STORM DRAINAGE PLAN SHEET: 7 OF: 13 M ULL' Lu Ir rr n LL IN ME Q 0 L IJ z z Cu Lo LO nwtCDLu z fZrr1 Q cn m , L) Lu i O CD rrrr n CD LL n d 12" ADA FRAME & GRATE WITH LOCKING MECHANISM d:: 3 41 Iii#n 46` 1}.? a•X3+ r fyy ,.:, N rin r._.. .•Y^._+" : . •,-r"' ; r; C .. ........... ... .... ... j` Y'»'2#+'> t^) _% J e fir. ;:. / '' 3,y / pj : :;;,-. s y`.h ..`- a 7. / f`•`. '_ ` .. ; ' ':f f.' d r. .li y%.v .d' a1 r. iii Nva , s S``// ter. r r ,,(• £`> ff MIN 12 x12l) SQUARE GRATE W/PEDESTRIAN FRAME AND r 8,. f' .' t. Ifs: t, :..-: - J i'.../- SPACED GRID SIMILAR TO ADS H-10 HINGED. I €wry ? {` ; r;:> PLASTIC VALVE BOX SET FLUSH W/ FINISHED COVER PLAN t i f.: r u o.:> t h., w;k, I LID LANDSCAPE GRADE r• rimu ulIr I" .ar, . , r , f ,:AW/ 8 DA f r RADEFINISHEDG j'" Il f r` DUCTILE OR CAST IRON FRAME All w ,4 v ° `r -.s y r GRAVEL THREADED CAP f: <. ..a•'' _ A;,'., '"^' " i i 2 'y£'Fbv .Lil3fi i : > ! 'it%£ is t! 1. .t:b- • s ,;; •,. .. . `rf , i A ttK 3'.#f3<t{f5,;} ?t;. • rw.wcwry et>t., ,uv WALKWAY / silk • <,,:.{E.r' f „C' y'-f lnk-,,; - l... ' AksFtSL 'sac- f ' , .. i•-"•.,`. J..^:. • ''. ,/` f '-_'''•. -- ' } L ° 1 7I 12 DIAMETER NOMINAL3FINI HED GRADE w PAVINt, . r ; Metal:tc: G t 1k filar'- 0 F 1211 ADAPTS TO VARIOUS PIPEw `' }¢' 2" PEA GRAVEL FILTER FABRIC SIZE AND MATERIAL 1 F s.. t !P11 ; EE PLAN FOR INVERT Ju .? A.I:s I i's a s x 1 w" #:4E1 4?" Yat/ ,1+x> a} i<ryrl:, (3/4) V _ _. RECTAN. ADJUSTMENT_.ULAR . _ 1firn. p. der haij fiches. Jtib.:.;-i:€>~ faceslty , idlk 113.. FIBRE JOINT PACKING 45' (1/8) BEND F c}:.`s:SS>rf J%s I. t r " ' S S - A` •.. f:'yu. `• +. : °`s' " S r ° • %. •`~ l , z: ic+Y f. . Its- R S, r '__f y{ ?3 3 i >?k- r^ r 5 r `r^ ,s f 1/8 BEND _ ti MA TE # .. ;. : ' a s..:.:. { i s s y , r y..c f, ' z a.. 3 k7i.•hC•1 T,. .I:.: s:.]F#;Ili -,, i •«#t.:ds,! :I: !60'>:, D 1 xya yjtq.(f `r- .{5 1! 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THREADED WYE AND ADAPTERTr€z rrs aslt rrr f:tt1 rzr#7 rtle is l,r t tl' ir'I. • ; :. ,. _ SDCO STORMlrz4:: t ie E iz:;V#tA1 Illi, :: e i>~- o:tlr: . ofi s a1# e >:e. afis- :j€ r#e >r11T.x., N ; ww SSCO-SANITARY AS NEEDED FOR DOWNSPOUT T t ti=?+ and t lt.1 ytl the'. t>t ', :tilg l Y,I sf< ;fl#ai l ar~rlarxi:ll:s 411 Q y AST }$ 1y+ _ f s" I ( f v r A j s 5 r , j t DCO N LAN DSCAP E AREAS CLEANOUT WITH1R'4I'k47'.'i ... Y IS {.A •iEfllkid 1 ~SY.}4 :sf`... dt' J$t'P'i#}35'.yR'se11#h`'?"'M1 1. p u fi. .. IP G S Base 't`$ 7) lid # may L; " # i3#:lid i vi:3 ' 1 i+ II 3 s r , .; l.{}: .. r p. • • :. » 1 8 RAISEDiIc : 'I . : fll4f 71 O:il1 ¢: i r . ` r1 , t f .. : <.. # t : : I I • ._ 4: ... , .: - P € _! ! oM- ,.,t . t.011 o r , III (I ..I... >. if tl . 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Fz31b'I Is : tell ; d < r " v .t fifty d ..: i f•: +, f'y •F+,:r. s+; v ^. ti ..i.. .3 y`r ',. -•, Z. - , z.., : _ y.r.':. . f ,. ; - Min. dist, CONCRETE PAVI N GWCONCRETERINGj w s < _lf 5t s 1 PI: 1 %r OR FINISHED GRADEfj x `-----_ ' PLUG SHALL BEII"-ir I wnv www II SE11ALEDINSAME1S : ff S III • r .. .. . x {,::' . TO 24:7 r ------- MANNER AS MAINM` k {I q NOTE. -- .. . 4 SEWER n nSWRJOINTS 1. USE ONLY FOR SIDE SEWER AND SERVICE DRAINS WYE OR /8 BEND C l 4`j6.:. y r ; 1 i rl I' ' 4 " > 142" x >` 3" EXTENSIONt a: nri J.T. FILLER (TYP ALL n n AS REQUIRED ALTERNATIVE PRECAST SASE SECTION £ ff,> AROUND WHEN CONCRETE IS PRESENT PUB[-ICWORKSCATCH 1 TYPE I STD. °- '00 FERNCO BOOT DEPARTMENT ARCF . 200+ PIAN 2.20. 00 6" SD WITH LONG SWEEP yr t{ j1 AS REQUIRED PN EN 19' MjN/MU MARCH 2OG8 M NTS NTS NTS NTSCatchBasinTypeIPieBeddingStormDrainCleanoutDetailsDownsoConnecti• on FINISHED GRADE PER PLAN PEDESTRIAN SURFACE WIDTH PER PLAN PLANTER NOTE 2 CONCRETE CURB AND GUTTER PER PLAN oCO000OO OOC0000coOOOOOCo°oOO°OO °0000°000 ROADWAY PAVEMENTNOTE2NOTE2CCco0ocoC0000COooCCOoo00OCPERPSN000000 °O000000 °OOOCO000 ° . OOOOCo a000000 . a OOOOCO000CCOOC 00000 OG000000 \ \ / n0 C T•°0000 --------- oocoo000000coco0C000000Co o0co oo°0c00000 /////\// OoUn- (C 0 Co ,, , , r OvUC C O UCcococcooc000000oco0o 1 Ooc0000cor 00oo0ooOo Coc00000000c000 //\//\//\/ O ` UC C \Q 1__1 J ooc000000CC00 nen J( J O \ / . 0 , JO o o o v o 0 0 o o / \i' /\ /\ ,\,` \ NOTE 2 /\ /\ \ \ \ . . ° • \ o / 24vjvv0vo Oo o o Ooo O / O THICKENED A AT PLANTER EDGE AT CURB PREPARE SUBGRADE PER SPECIFICATIONS 4" DEPTH OF PERMEABLE CEMENT CONCRETE SIDEWALK PER SPECIFICATIONS 6" MIN DEPTH OF AGGREGATE DISCHARGE SUBBASE PER WSDOT STD SPEC 9-03.1(2) 8oz. NON -WOVEN GEOTEXTILE ON BOTTOM AND SIDES. U P E R M IT# U15000494MIRAFI140NORAPPROVEDEQUAL EXTEND GEOTEXTILE ABOVE POROUS PAVEMENT. NOTES: PERMEABLE PAVEMENT SECTION 1. DEPTHS SHOWN FOR PAVEMENT SECTIONS ARE COMPACTED DEPTHS. Approved By: Date 2. AFTER PAVEMENT HAS CURED AND ADJACENT FINISHED GRADE HAS BEEN STABILIZED, L -.CUT GEOTEXTILE AT FINISHED GRADE. (TYP.) Approved B /4 41 Date.V30 lu_ NTS NTS pp y Permeable Pavement Not Used Approved By. Date: w. Approved By: , Date: , A• J, c% V WAS DATE: , SURVEYED: SCALE: VERTICAL. NAVD 1988 AS NOTED HORIZONTAL: NAD 1983/1991 AUTOMOTIVE TRAINING CENTER 04/30/2015COVGHLINPORTERLVNDEENDESIGNED: CITY OF KAW R E N TO N TECHNICAL COLLEGE FIELDBOOK: RENTONPAGE: A CONSULTING STRUCTURAL AND CIVIL ENGINEERING CORPORATION DRAWN: LBJ R E N TO N WASHINGTON DRAWING N0: 801 SECOND AVENUE - SUITE 900 P: 206/343-0460 ONE INCH DATUM43667OSEATTLE, WA 98104F, F: 206/343-569 I CHECKED: AT FULL SCALE C3.1 Otsss101sTEGti 2 , JAJ Planning/Building/Public Works Dept. IF NOT ONE INCH N 0 . REVISION BY DATE AP P R APPROVED: SCALE ACCORDINGLY SHEET: OF: NAS ti PAVING AND DRAINAGE DETAILS 8 13 Call before yo Dgg.8-I- or 1-800-424-55, UNDERGROUN SERVICE (US, LEGEN v ` 0 T `y C of WA s I O w COUGHLIN PORTERLUNDEEN wo: A CONSULTING STRUCTURAL AND CIVIL ENGINEERING CORPORATION 801 SECOND AVENUE - SUITE 900 P: 206/343-0460 43667 SEATTLE, WA 98104 F: 206/343-5691 FGI S T ERS Cy~ I CJ VAAAL 'L2N"i SURVEYED: SCALE: NO. REVISION DESIGNED: KAW DRAWN: LBJ CHECKED: JAJ BY DATE AP P R APPROVED: AS NOTED ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/1991 DATU M n CITY OF wl RENTON AUTOMOTIVE TRAINING CE RENTON TECHNICAL COLI RENTON WASHINGTO Planning/Building/Public Works Dept. UTILITY PLAN 4 U, M U d r==4 cr I W LD LLI r- D L_j r, 4 I LL CMa M U Z ,__1 0 M Er Ir 0 L 0 I l 4 C) U ILL L_ - — 11 M I ro Tml Cu C, Lo W I C.0 2: en en 'LIU G cc 21. 2 cc I I Zt i t%%%. 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DRA t .-3HA . 11 I . - , 4. , - L I , I - -, _: $ _ r LjtlCPETE, CLAS S, 3000, PAD AROUNID THE-* , Itl'k-1 AND COVER, I , . . I - !, L . -A+. DR 7" R P .;:,-4 * - OR - - " RPL3 -:_ 3" D-R.401%. F,'.'R `," ?.-)- , --,M,AJ_!J-R RPR.,A,,. 4:' -',7 `N F.-)R' 1._-- T c, .L .13I I . . -' J L. A' I ' ,. 6" : .' F L I 1 r. ., Hiz. I . - 1 .' T C', I F_ F ". - 'E , LR AS P;.." ' " 'f " k" j 1 j__, I E J ,r ,, T:, * -',, z r,+, . ID -, SP - Al : - , X- I.., 5, R-P.SA. AN'L) E-%,,.W-;,-'4_/R` , A 1:., 1". - E. _X -11' Otl R,'-, TV A T r P P_,,') P AN A -,,:, ,:'-I,. Lj. ! -. I WATIE-P AF-T-R. I C... *- I I I I . I I I I I I 1 L i . 1. Q... , .. i SM PLAN - 403-A 1 . I . r. ::,_ 1' 1 41. I I I . .+ eNiT _:tx . PUBUC WORKS I 8 OR 6 INCH C.LEAN-OUT 1, I I I4, . , 'L STANDARD SIDE SEWER STD. PLAN - 406 1. : . I I LA Ill L I I :- I'll --- ,--...,---"--,--,--,-,,-,'ll-II-11111-.",-..,.-.-.-.-.,.,- - 1, 11 .. - 350.2LIVSID. PLANT111114S ". .. PUBLIC WRKS' , DEPARTMEN FOR SA.MITARY SEWER MAI, I 1 6,8'* & 10" DOUBLE DETECTOR. C:HECK STD. PLAN - 360.2 .. 1 1 RIJ :L'((,' WORKS REDUCED PRESSURE BAr_;KFL.0W w i IN.STALLATION . PLTLBLJC WORKS .' B I I L I . L I L 1_____-_-___.__,1 -- ------ ".--..--.,,--.-.----- R 201 1, L I I ----------- "_- --------------------------- ---- "- -- - - ---------- ---------------------- - D.EPARIPMENT 1, I I V -T.. EPTEMSE * I ASSEMBLY WITH STANDPIPE OUTSIDE + W 4 : I I P .. I ( SEWER I MR I o.., DE ARTMENT I ... 1, I MAIN TO PROPERTY LINE.) JANUARY 2013: . . . ASSEMBLY IN HOT BOX , I I . I i a., I ., I 1. 1.L() (" I I - I 11 : '' I INSTALLATION ' . .. 1, i q - I MARCH 2010 1, MAR(C" 1 I . . 1, I I f . I I :, 11 I * a, .1 .: .- I ITS ITS ITS ITS Standard Side Sewer Installation 5 Sanitary Sewer Cleanout 6 8" DDCVA in Vault 7 Reduced Pressure Back Flow Assembly in H lot Box 8 I -------------------------------------------------------------- --------------- I I I . 1 .. - * I I'll k r------------------------- - - ----- - --- ------------- --------------- 1 FIRE DEPARTMENT CONNECTION (FDC) I I -- - ----------- I ---------------- : FOR BUILDING K ON EX PIPE I I I X, : : : r- : I- : : : - (2) 45- BENDS (MJ) I : : : i : : I- _-7--- .............. - ............................................ .................................... ... - -------------- ... ....................................................... I-- ..... /// 8" PE TO FIT i: : W/THRUST BLOCKING IIIIIIIIIIIIIIIIII1: I : : Z;%g;', : : VERIFY EXISTING CONDITIONSNX * , * : : 8" SPOOL ----' : ..P. .. *0*. : I X. Y, : : i : i : AND PIPE SIZES BEFORE I . : : I. : Ill,- , __ , I I . -.1-1 ...... :_11 BEGINNING INSTALLATION POST INDICATOR VALVE (PIV)------ I 1-1 . t . : ii:i FOR BUILDING K ON EX PIPE 11 : / V, --- 6 to W i 1, I 11 I f1% : \ \ POST INDICATOR VALVE (PIV) \ , \ 11 FOR BUILDING L ON EX PIPE I .-I \ : \ " A ... \ I \ : 1 I : i : : 1 IIIIIIIIIIIIIIIIII : I CONTRACTOR SHALL VERIFY :,,, .:.:,:,' . I - -4--- I i X.: I . - is'f .. . THE VAULT SIZE REQUIRED TO I _ ..... `.,. -_ ACCOMMODATE ALL REQUIRED 1 . PIPES VALVES AND FITTINGS INSTALL DOUBLE DETECTOR I PRIOR TO ORDERING VAULT I FIRE DEPARTMENT CHECK VALVE ON EX 8" FIRE SERVICE. COQRDINATE WITH , ; EX 8" DI TO BUILDING L---,. CONNECTION (FDC) IL 1 i = FOR BUILDING L z8f ,C4.1 0 i ON EX PIPE 1% , 3: INSTALL REDUCED PkSSURE 1 1 I l BACKFLOW ASSEMBLY ON EX I 0:1: , I WITH . Uj I l`_ k HOT BOX AND POWER. , U PERMIT# U 1 5000494 1 1TOHOTI . I . IE3Of f LL_j BOX COVER SEE DETAIL 8 , , 00 t E_ C4.1 0 , I 3: ,_.,, Approved By: 1--,.Mw, 6kouv' Dc -,Ie: Clx,fts C-) I -- I I CL I 1 f * f It C'-4 i i6 A 0 $t f ( 1W - IApprovedBy.- wol- i Dal -.e: '. -1 ITS f EX 2" DOMESTIC M ETE ! 4W __-_--` I 1____ 1 i Scale 1 "=5' A.A.] I I I INotUsed9WWI ---------------- I A i — A f — Water Service Detail I I A roved By: Dafe: I - TV- I I I I I I " I I N. J,4 - I Approved By: D a t- e -. WALs * 41 - SURVEYED: SCALE: DATE: TIAL 7 COUGHLIN PORTERLUNDEEN DESIGNED: HORIZONTAL: NAD 1983/1 991 09, L CITY OF AUTOMOTIVE TRAINING CENTER KAW RENTON TECHNICAL COLLEGE FIELDBOOK: t A CONSULTING STRUCTURAL AND CIVIL ENGINEERING CORPORATION . DRAWN: ha PAGE; 0 801 SECOND AVENUE - SUITE 900 P: 206/343-0460 LBJ ONE INCH RENTON RENTON WASHINGTON DRAWING NO; 43667 - C` SEATTLE, WA 98104 F: 206/343-5691 CHECKED: I I DATU M tic -9. 1.1 I AT FULL SCALEGlST0- ' JAJ IF NOT ONE INCH Planning/Building/Public Works Dept. C4.1 0 SHEET: OF: L / v, / I NO. 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DRA t .-3HA . 11 I . - , 4. , - L I , I - -, _: $ _ r LjtlCPETE, CLAS S, 3000, PAD AROUNID THE-* , Itl'k-1 AND COVER, I , . . I - !, L . -A+. DR 7" R P .;:,-4 * - OR - - " RPL3 -:_ 3" D-R.401%. F,'.'R `," ?.-)- , --,M,AJ_!J-R RPR.,A,,. 4:' -',7 `N F.-)R' 1._-- T c, .L .13I I . . -' J L. A' I ' ,. 6" : .' F L I 1 r. ., Hiz. I . - 1 .' T C', I F_ F ". - 'E , L R AS P;.." ' " 'f " k" j 1 j__, I E J ,r ,, T:, * -',, z r,+, . ID -, SP - Al : - , X- I.., 5, R-P.SA. AN'L) E-%,,.W-;,-'4_/R` , A 1:., 1". - E. _X -11' Otl R,'-, TV A T r P P_,,') P AN A -,,:, ,:'-I,. Lj. ! -. I WATIE-P AF-T-R. I C... *- I I I I . I I I I I I 1 L i . 1. Q... , .. i SM PLAN - 403-A 1 . I . r. ::,_ 1' 1 41. I I I . .+ eNiT _:tx . PUBUC WORKS I 8 OR 6 INCH C.LEAN-OUT 1, I I I4, . , 'L STANDARD SIDE SEWER STD. PLAN - 406 1. : . I I LA Ill L I I :- I'll --- ,--...,---"--,--,--,-,,-,'ll-II-11111-.",-..,.-.-.-.-.,.,- - 1, 11 .. - 350.2LIVSID. PLANT111114S ". .. PUBLIC WRKS' , DEPARTMEN FOR SA.MITARY SEWER MAI, I 1 6,8'* & 10" DOUBLE DETECTOR. C:HECK STD. PLAN - 360.2 .. 1 1 RIJ :L'((,' WORKS REDUCED PRESSURE BAr_;KFL.0W w i IN.STALLATION . PLTLBLJC WORKS .' B I I L I . L I L 1_____-_-___.__,1 -- ------ ".--..--.,,--.-.----- R 201 1, L I I ----------- "_- --------------------------- ---- "- -- - - ---------- ---------------------- - D.EPARIPMENT 1, I I V -T.. EPTEMSE * I ASSEMBLY WITH STANDPIPE OUTSIDE + W 4 : I I P .. I ( SEWER I MR I o.., DE ARTMENT I ... 1, I MAIN TO PROPERTY LINE.) JANUARY 2013: . . . ASSEMBLY IN HOT BOX , I I . I i a., I ., I 1. 1.L() (" I I - I 11 : '' I INSTALLATION ' . .. 1, i q - I MARCH 2010 1, MAR(C" 1 I . . 1, I I f . I I :, 11 I * a, .1 .: .- I ITS ITS ITS ITS Standard Side Sewer Installation 5 Sanitary Sewer Cleanout 6 8" DDCVA in Vault 7 Reduced Pressure Back Flow Assembly in H lot Box 8 I -------------------------------------------------------------- --------------- I I I . 1 .. - * I I'll k r------------------------- - - ----- - --- ------------- --------------- 1 FIRE DEPARTMENT CONNECTION (FDC) I I -- - ----------- I ---------------- : FOR BUILDING K ON EX PIPE I I I X, : : : r- : I- : : : - (2) 45- BENDS (MJ) I : : : i : : I- _-7--- .............. - ............................................ .................................... ... - -------------- ... ....................................................... I-- ..... /// 8" PE TO FIT i: : W/THRUST BLOCKING IIIIIIIIIIIIIIIIII1: I : : Z;%g;', : : VERIFY EXISTING CONDITIONSNX * , * : : 8" SPOOL ----' : ..P. .. *0*. : I X. Y, : : i : i : AND PIPE SIZES BEFORE I . : : I. : Ill,- , __ , I I . -.1-1 ...... :_11 BEGINNING INSTALLATION POST INDICATOR VALVE (PIV)------ I 1-1 . t . : ii:i FOR BUILDING K ON EX PIPE 11 : / V, --- 6 to W i 1, I 11 I f1% : \ \ POST INDICATOR VALVE (PIV) \ , \ 11 FOR BUILDING L ON EX PIPE I .-I \ : \ " A ... \ I \ : 1 I : i : : 1 IIIIIIIIIIIIIIIIII : I CONTRACTOR SHALL VERIFY :,,, .:.:,:,' . I - -4--- I i X.: I . - is'f .. . THE VAULT SIZE REQUIRED TO I _ ..... `.,. -_ ACCOMMODATE ALL REQUIRED 1 . PIPES VALVES AND FITTINGS INSTALL DOUBLE DETECTOR I PRIOR TO ORDERING VAULT I FIRE DEPARTMENT CHECK VALVE ON EX 8" FIRE SERVICE. COQRDINATE WITH , ; EX 8" DI TO BUILDING L---,. CONNECTION (FDC) IL 1 i = FOR BUILDING L z8f ,C4.1 0 i ON EX PIPE 1% , 3: INSTALL REDUCED PkSSURE 1 1 I l BACKFLOW ASSEMBLY ON EX I 0:1: , I WITH . Uj I l`_ k HOT BOX AND POWER. , U PERMIT# U 1 5000494 1 1TOHOTI . I . IE3Of f LL_j BOX COVER SEE DETAIL 8 , , 00 t E_ C4.1 0 , I 3: ,_.,, Approved By: 1--,.Mw, 6kouv' Dc -,Ie: Clx,fts C-) I -- I I CL I 1 f * f It C'-4 i i6 A 0 $t f ( 1W - IApprovedBy.- wol- i Dal -.e: '. -1 ITS f EX 2" DOMESTIC M ETE ! 4W __-_--` I 1____ 1 i Scale 1 "=5' A.A.] I I I INotUsed9WWI ---------------- I A i — A f — Water Service Detail I I A roved By: Dafe: I - TV- I I I I I I " I I N. J,4 - I Approved By: D a t- e -. WALs * 41 - SURVEYED: SCALE: DATE: TIAL 7 COUGHLIN PORTERLUNDEEN DESIGNED: HORIZONTAL: NAD 1983/1 991 09, L CITY OF AUTOMOTIVE TRAINING CENTER KAW RENTON TECHNICAL COLLEGE FIELDBOOK: t A CONSULTING STRUCTURAL AND CIVIL ENGINEERING CORPORATION . DRAWN: ha PAGE; 0 801 SECOND AVENUE - SUITE 900 P: 206/343-0460 LBJ ONE INCH RENTON RENTON WASHINGTON DRAWING NO; 43667 - C` SEATTLE, WA 98104 F: 206/343-5691 CHECKED: I I DATU M tic -9. 1.1 I AT FULL SCALEGlST0- ' JAJ IF NOT ONE INCH Planning/Building/Public Works Dept. C4.1 0 SHEET: OF: L / v, / I NO. REVISION - BY - DATE - APPR APPROVED: I SCALE ACCORDINGLY . . UTILITY DETAILS 10 13 411l 1 I i, I I An, . I , J ,_' 7il fI .. 0' 1, i I II I I '' 1. Iff i` "", 4_4 - - >11 I , I O t. 7 I .... I I4I _ 1 iTI 15 jvp. _, t II t _`1 _-V_ 1 .2t- n _.- - - 1-M. h"- aw ., - ,Q` z 1; I A;, ; "', ( I - - ,p) vj ,' ''it, J,;-` t I , ff 1.__ - C CL M Jaz USE Q w a Ir 0 CDu LL In Q 0 cn LU z LO LO4. LUT h 1 z z Q ate Uw O LU p rrrr n 0 LL I I a U U) W z Lu '0 om z: z Q a m i n h o°` rrCr n 0 r LL Q O LO W z z C, LO LO co LUa11; oMLUa Z Wz z a - 1/4 R TROLLED CURB PER PLAN VERTICAL CURB NOTES EX OR NEW PER PLAN 1. FORMS SHALL BE TRUE TO LINE AND GRADE AND SECURELY STAKED. 2. THRU JOINTS SHALL BE PLACED ADJACENT TO CATCH BASINS, INLETS, CURB RETURNS, ALLEYS, OR A MAXIMUM SPACING OF 10 FEET. 3. THRU JOINTS SHALL BE 112" WIDE PRE -MOLDED JOINT FILLER. 4. ALL JOINTS SHALL BE CLEANED AND EDGED. 5. CONCRETE SHALL BE CEMENT CONCRETE CLASS 4000. 6. STEEL FORMS ONLY MAY BE USED ON TANGENT SECTIONS, WOOD FORMS MAY BE USED ON CURVED SECTIONS. 7. FINISH SHALL BE LIGHT BROOM. 8. THE FINISHED CONCRETE SHALL BE COVERED BY CURING COMPOUND, WATERPROOF PAPER OR PLASTIC SHEETING IN THE EVENT OF RAIN OR OTHER INCLEMENT WEATHER. CURING TIME SHALL BE AS SPECIFIED. NTS Rolled Curb and Gutter 5 EXISTING SLAB, 3/8" WIDE x 1/4" DEPTH NEW POUR SITE OR BUILDING BEAD OF ELASTOMERIC SEALANT 3/8" FIBER EXPANSION JOINT v v ° a J CONCRETE, SEE DETAIL 10\C5.10 COMPACTED CRUSHED ROCK OooO OoogC OooO OooQ OooO ooh 0 00 0oQ O ooO 000 0 D° 00 O foo°°00000 oo°off 000 a000 0°0 o oo o°po 080 00000 00 0°0 N ROOW 0 0°0o Do o°Do o°Do °oo o°Do °Do o°o0 0 00 0°0o SEE DETAIL 10\C5.10 o`b` ` 10, 10 0° o dog o°c°o o O°o o o°o oX000 0 0 0 0°00°00 0 0 0 o 0 D o o o o ii /iceCOMPACTED SUBGRADE SEE DETAIL 10\C5.10EXPANSIONJOINTCAPEXPANSIONJOINT SCORE JOINT (TOOLED W/ 3/16" RADIUS) WIDTH NOT TO EXCEED 3/16. NO TOOL MARK ON EDGES CONCRETE, SEE DETAIL 10\C5.10 COMPACTED CRUSHED ROCK SEE DETAIL 10\C5.10 COMPACTED SUBGRADE SEE DETAIL 10\C5.10 JI,UKt JUIN I 1/3 THE DEPTH OF THE CONCRETE SLAB MIN O WgS Ij O w 43667 FGISTER G1 oINA it. tit COLD JOINT COLD JOINT CONCRETE, SEE DETAIL 10\C5.10 COMPACTED CRUSHED ROCK SEE DETAIL 10\C5.10 COMPACTED SUBGRADE SEE DETAIL 10\C5J0 NTS Concrete Paving Control Joint COUGHLIN PORTERLUNDEEN A CONSULTING STRUCTURAL AND CIVIL ENGINEERING CORPORATION 801 SECOND AVENUE - SUITE 900 P: 206/343-0460 SEATTLE, WA 98104 F: 206/343-5691 4" 4" C -MICU DID i 'CnAnr I,PE FOR LAYOUT Scale: 1"=10'-O" Grading Detail j%jmml I nlvv Rc_uvmrmu I I yr o ur EXISTING SOIL TO 95% MAX DENSITY SOILS ENGINEER TO APPROVE EX SUB - GRADE PRIOR TO PLACEMENT OF CONC) NOTES: - 1. PROVIDE CONSTRUCTION OR CONTRACTION JOINTS PER DETAIL C5.10 2. SEE SPECIFICATIONS FOR GENERAL CONCRETE PAVING DETAILS. 3. SEE LANDSCAPE FOR FINISH, TEXTURE & COLOR. NTS 10UnreinforcedConcreteSlab -on -grade NO. REVISION FIRE LANE MARKINGS SHALL CONSIST OF: 1. RED PAINTED CURB WHERE CURB IS PRESENT. 2. RED STRIPE 4" WIDE ON PAVEMENT WHERE NO CURB IS PRESENT. 3. BLOCK LETTERS STATING "FIRE LANE - NO PARKING" 18" TALL WITH 3" BRUSH STROKE PAINTED WHITE APPROXIMATELY 12" FROM FACE OF CURB OR LANE EDGE AT 50' INTERVALS. KS AT 12" O.C. EACH WAY, (TYP)- v 8 a G v ° 00 0 0 000 Ooo a C OoOa goo0o g 0 b o00° 000° 0006'0 ° NTS Fire Lane Markings CONCRETE SLAB v v v G aL000- 000 v G v v v G v G v CRUSHED SURFACING BASE -COURSE COMPACT TO 95% MAX DENSITY SCARIFY AND RECOMPACT TOP 6" OF EXISTING SOIL TO 95% MAX DENSITY SOILS ENGINEER TO APPROVE EX SUB - GRADE PRIOR TO PLACEMENT OF CONC) NOTES: 1. PROVIDE CONSTRUCTION OR CONTRACTION JOINTS PER DETAIL --'- c:_1 2. COORDINATE BLOCK OUTS WITH EQUIPMENT. 3. MIN CLASS 3000 AIR -ENTRAINED CONCRETE. 2" MIN NTS Reinforced Concrete Equipment Pad SURVEYED: DESIGNED: KAW DRAWN: LBJ CHECKED: JAJ BY DATE AP P R APPROVED: SCALE: AS NOTED ONE INC AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY 3 r WHEEL STOPS MAY BE PROVAL. MUST BE PORT ER TO PASS THROUGH, NTS IPortStyleWheelStop L VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/1991 DATU M GENERAL ASPHALT PAVING NOTES: 1. SPECIFICATIONS FOR ALL ASPHALT CONCRETE WORK SHALL BE PER THE LATEST EDITION IN EFFECT OF THE "WASHINGTON STATE DEPT. OF TRANSPORTATION STANDARD SPECIFICATIONS FOR ROAD, BRIDGE AND MUNICIPAL CONSTRUCTION." 2. ALL ASPHALT CONCRETE PAVEMENT SHALL BE PLACED IN ACCORDANCE WITH WSDOT/APWA SECTION 5-04, UNLESS OTHERWISE SPECIFICALLY NOTED. 3. PROOF ROLL AND REMOVE ANY SOFT SPOTS. REPLACE REMOVED MATERIAL WITH STRUCTURAL FILL PER THE GEOTECHNICAL ENGINEER. CONTRACTOR SHALL TEST AND VERIFY SUBGRADE MEETS COMPACTION REQUIREMENTS PRIOR TO PAVING. 4. CRUSHED SURFACING SHALL BE PLACED IN ACCORDANCE WITH WSDOT/APWA SECTION 4-04, AND SHALL MEET THE REQUIREMENTS OF WSDOT/APWA SECTION 9-03.9(3). 5. AGGREGATE SHALL BE CLASS 'B' 1/2" MAX MEDIUM GRADING CONFORMING TO SECTION 9-03.8 OF WSDOT/APWA. ASPHALT BINDER SHALL BE ASPHALT PAVING GRADE AR -4000 AND SHALL COMPLY WITH WSDOT/APWA 9-02.1. ASPHALT MIXING AND PROPORTIONING SHALL COMPLY WITH WSDOT/APWA 9-03.8. 6. SAWCUT FULL DEPTH WHERE NEW PAVEMENT ABUTS EXISTING AND APPLY TACK COAT. FINISHED GRADE SUBGRADE CITY OF RENTON Planning/Building/Public Works Dept. 12" MIN ITS A Paving Notes SAWCUT, TACK AND MATCH EX ASPHALT FULL DEPTH EXISTING ASPHALT EX UNDISTURBED PAVEMENT SUB -BASE MUST BE COMPACTED TO 95% MAX. DENSITY PER ASTM D 1557 3" CLASS "B" ASPHALT CONCRETE PAVEMENT 2" CRUSHED SURFACE TOP COURSE COMPACT TO 95% MAX DENSITY 4" CRUSHED SURFACE BASE COURSE COMPACT TO 95% MAX DENSITY 12" (MIN) STRUCTURAL FILL AS REQUIRED OR EXISTING SUBGRADE COMPACTED TO 95% MAX. DENSITY PER ASTM D 1557 Scale: 1"=10'-0" ^ Asphalt Concrete Paving v R -381811 UPERMIT# U15000494 Approved By: Date: Approved By: Date: Approved By: Date: Approved By: Date: DATE: AUTOMOTIVE TRAINING CENTER 04/30/2015 RENTON TECHNICAL COLLEGE FIELDBOOK: RENTON WASHINGTON PAGE: DRAWING N0: 05.1 0 PAVING DETAILS SHEET: 12 °F13 Q 0 u.j z cu LOLO LO nL W a Lz Za a o W i D O CD a W 1 M W LO Li f L 2OW W c, Q d rr, Q n i LDW G7 f. Z Q 0 u.j z cu LOLO LO nL W a Lz Za a o W i D O CD a W 1 Q Li LU LU W c, t LLi C0 _ i W G7 f. Z LL z: Z Q =;