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HomeMy WebLinkAboutzR-3752 SetRenton Highlands Library Legal Description PARCEL A. - PORTIONS PORTIONS OF BLOCK 35 AND 35A OF THE CORRECTED PIAT OF RENTON HIGHLANDS NO. 2, ACCORDING TO THE PLAT THEREOF, RECORDED IN VOLUME 57 OF PLATS, PAGES 92 TO 98, IN KING COUNTY, WASHINGTON; LESS STREETS SITUATE IN THE CITY OF RENTON, COUNTY OF KING, STATE OF WASHINGTON Datum HORIZONTAL DATUM: NAD 83/91 VERTICAL DATUM: NAVD 88 A Utility Providers SANITARY SEWER & WATER: CRY OF RENTON UTILRY DEPARTMENT POWER & NATURAL GAS: PUGEr SOUND ENERGY TELECOM: CENTURYUNK Benchmark CITY OF RENTON POINT ELEVATION 326.43 FEET ID NO. 102 3" BRASS DISC WITH "X" AND PUNCH MARK IN A CONCRETE MONUMENT DOWN 0.5' IN MONUMENT CASE AT THE INTERSECTION OF NE 12TH STREET AND EDMONDS AVENUE NE Basis of Bearings ACCEPTED A BEARING OF N3543'30"E FOR THE THE CENTERLINE OF NE SUNSEr BOULEVARD BASED ON FOUND MONUMENTS IN CASE, PER WSDOT RIGHT OF WAY MAP FOR SR 900, FROM 116TH AVE SE TO 138TH AVE SE. Vicinity Map NTS Site Information SITE ADDRESS: 2719 SUNSET LANE RENTON, WASHINGTON 98056 ZONING: CV TAX ACCOUNT NOS.: PORTIONS OF 722780-1085 AND 722780-1055 AREA: 39,693 SF (0.911± ACRES) DISTURBED AREA: X Earthwork Quantities EXCAVATION 4802 CY FILL 237 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 GENERAL Owner GENERAL KING COUNTY LIBRARY SYSTEM 960 NEWPORT WAY NW -.. _ ISSAQUAH. WA 98207 (425) 369-3237 CONTACT: GREG SMITH ggsmith®kcls.org FINISH FLOOR Architect RIGHT—OF—WAY THA ARCHITECTURE T H A SW OAK SUITE 100 A R. C H T R " T t R E. P733 ORTLAND, ORS 9� 5 (503) 227-1254 CONTACT: SCOTT MOONEY smooney®thaarchitecture.com SOUTH Civil Engineer COUGHLIN COUGHLIN PORTER LUNDEEN PORTER LUNDEEN 801 SECOND SEATTLE, WA 881004 E' SUITE 900 (206) 343-0460 CONTACT: BART BALKO bartb®cplinc.com SANITARY SEWER Landscape Architect PARTNERSHIP Imbergi r THE BERGER PARTNERSHIP 1721 8TH AVENUE FIRE HYDRANT SEATTLE, WA 98109N STORM DRAIN (206)325-6877 CONTACT: GREG BROWER BOTTOM OF CURB gregb®bergerpartnership.com GAS MErER Contractor SQUARE FEET TBD GENERAL GENERAL GENERAL 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 SO STORM DRAIN BC BOTTOM OF CURB GM GAS MErER SOFT SQUARE FEET BMP BEST, MANAGEMENT PRACTICES GV GAS VALVE STD STANDARD BOE BOTTOM OF EXCAVATION HA HAND AUGER BORING EMP TEMPORARY BR BOTTOM OF ROCKERY IE INVERT ELEVATION TC TOP OF CURB BW BOTTOM OF WALL IP IRON PIPE TR TOP OF ROCKERY CHAN CHANNEL LF LINEAR FEEr TW TOP OF WALL CB CATCH BASIN MH MANHOLE TYP TYPICAL CO CLEAN OUT MAX MAXIMUM W/ WITH CONC CONCRETE MJ MECHANICAL JOINT W WEST CD CURB DROP MIN MINIMUM W WATER DI DUCTILE IRON N NORTH ACT 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 (REG) PER RECORD YD YARD DRAIN EX EXISTING REG PER RECORD EB EXPLORATORY BORING RJ RESTRAINED JOINT 311„�:TIS�g147:1iGP Surveyor SITE SURVEY &MAPPING, INC 29123 NE 11TH STREET SAMMAMISH, WA 98074 (425) 298-4412 CONTACT: THOMAS WOLDENDORP SURVEY DATE: 11/05/2013 A Sheet Index C-000 COVER SHEET �y TOPSURVEY C -001Y CML°GRAPHNO ESIC z O ( -=O C-002 CIVIL NOTES C-100 OVERALL DEMOLITION PLAN P a C-101 DEMOLITION PLAN - NORTH C-102 DEMOLITION PLAN — SOUTH C-200 OVERALL TESC AND EXCAVATION PLAN C-201 TESC AND EXCAVATION PLAN — NORTH C-202 TESC AND EXCAVATION PLAN — SOUTH ' C-210 TESC DETAILS �C-300 OVERALL GRADING AND DRAINAGE PLAN C-301 GRADING AND DRAINAGE PLAN — NORTH C-302 GRADING AND DRAINAGE PLAN — SOUTH �C-310 DRAINAGE DETAILS C-400 OVERALL UTILITY PLAN �C-401 UTILITY PLAN — NORTH )C-402 UTILITY PLAN — SOUTH �C-410 UTILITY DETAILS C-411 �C-420 UTILITY DETAILS WATER MAIN PROFILES �C-430 COMPOSITE UTILITY PLAN �C-500 OVERALL PAVING, SIGNING, STRIPING & CHANNELIZATION PLAN C-501 PAVING, SIGNING, STRIPING & CHANNELIZATION PLAN — NORTH C-502 PAVING, SIGNING, STRIPING & CHANNELIZATION PLAN — SOUTH C-510 PAVING, SIGNING, STRIPING & CHANNELIZATION DETAILS )C-511 PAVING, SIGNING, STRIPING & CHANNELIZATION DETAILS LA 101 LANDSCAPE PLAN LA 102A LANDSCAPE DETAILS �LA 102B LANDSCAPE DETAILS LA 103A PLANTING LEGEND & DETAILS LA 1038 PLANTING LEGEND & DETAILS ELECTRICAL LIGHTING SITE PLAN )Er-101 —601^ ELECTRICAL DETAILS ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ A Construction Seauence 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 UMITS 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. 10. GRADE AND PLACE ACCEPTABLE FILL AS REQUIRED; AND COMPACT SLAB SUBGRADE AS REQUIRED. 11. REMOVE ALL ESC FACILITIES ONLY WHEN THE ENTIRE SITE IS STABIUZED AND APPROVED BY THE CITY INSPECTOR, R-315201 Approved By: 7—; , �� Date: 9•ir.zg& Approved By: Date: 'Ir1rK Approved By:6awc o+✓ Date: 4 Approved By: Date: CD C_ -3-? S-�L 0I ARCHITECTS THA CONSULTANT COUGHLIN PORTER LUNDEEN 801 SECOND AVENUE -SUITE 900 SEATTLE, WA 98104 P: 206/343-0460 F: 206/343-5691 A CONSULTING STRUCTURAL AND CIVIL ENGINEERING CORPORATION STAMP REVISION NO. Q PERMIT RESUBMITTAL 02 PERMIT RESUBMITTAL 03 PERMIT RESUBMITTAL Renton Highlands Library Renton WA ISSUANCE BID DOCUMENTS PROJECT NUMBER C131436-01 DATE SEPTEMBER 9, 2014 SCALE As Shown DRAWING TITLE CIVIL COVER SHEET SHEET NUMBER C-000 DATE 5/19/14 7/11/14 9/9/14 t3 G �y ! O T I N o C6 z O ( -=O i —�gz j N —3 1 r W P a a t3 G s GRAPHICSCALE 10 0 10 20 40 1 INCH= 20 FT. 2 d� d. i0'Yy \ y R'� '�• S"'Ys 0� r 9 'e• yPul SF u S SO 32 shy g-'• co'�e? r+: �. �•p�S a - SS 0�� LEGAL DESCRIPTION PORTIONS OF BLOCK 35 AND 35A OF THE CORRECTED PLAT OF RENTON HIGHLANDS NO. 2, ACCORDING TO THE PLAT THEREOF, RECORDED IN VOLUME 57 OF PLATS, PAGES 92 TO 98, IN KING COUNTY, WASHINGTON; LESS STREETS SITUATE IN THE CITY OF RENTON, COUNTY OF KING, STATE OF WASHINGTON BASIS OF BEARINGS ACCEPTED A BEARING OF N35°43'3WE FOR THE THE CENTERLINE OF NE SUNSET BOULEVARD BASED ON FOUND MONUMENTS IN CASE, PER WSDOT RIGHT OF WAY MAP FOR SR 900, FROM 116TH AVE BE TO 138TH AVE BE. GENERALNOTES i. THIS SURVEY WAS COMPLETED WITHOUT BENEFIT OF A CURRENT TITLE REPORT. EASEMENTS AND OTHER ENCUMBRANCES MAY EXIST ON THIS PROPERTY THAT ARE NOT SHOWN HEREON. 2. INSTRUMENTATION FOR THIS SURVEY WAS A 3 -SECOND NIKON NPL 352 TOTAL STATION. PROCEDURES USED IN THIS SURVEY MEET OR EXCEED STANDARDS SET BY WAC 332-130-090. 3. THE INFORMATION ON THIS MAP REPRESENTS THE RESULTS OF ASURVEY MADE IN APRIL 2011 AND CAN ONLY BE CONSIDERED AS INDICATING THE GENERAL CONDITIONS EXISTING AT THAT TIME. 4. UTILITIES SHOWN ON THIS SURVEY ARE BASED UPON ABOVE GROUND OBSERVATIONS AND AS -BUILT PLANS WHERE AVAILABLE. ACTUAL LOCATIONS OF UNDERGROUND UTILITIES MAY VARY AND UTILITIES NOT SHOWN ON THIS SURVEY MAY EXIST ON THIS SITE. 5. ALL MONUMENTS WERE LOCATED DURING THIS SURVEY UNLESS OTHERWISE NOTED. \ ?b� PROJECT INFORMATION �-Y BB L ooi- X n'3 3+. SUNSET LN NE W $ W - w 264 SS N35°45'30'E 8515' ' N '30E -X4.97 1 34 4' —I / / I � 4' j ODTI 1 i 1 3S - 3318 / mmp-1 1 g— T I-/'- - I � II�pO ♦ i/ \ 1 e 0 / �6- TWOSTORYWOOD FRAMED BUILDING EAVE HEIGHT = 357.9' RIDGE HEIGHT = 360.7' J 24.0' y i I r �\ I _II I I / i 1 vim_". �' 4 N 35 E 212116 1 1 344 , SO; 3D _ sE m 9q SD , p / / / ,9 /W % / W ----� W ---'T'--' W / WSUNSET/BLVD NE �SR 900) SS . Be _SS $S �s sst e-➢ — - N3WZ'30'E — y 25574' I I 09 0 vN3 lP oo°mss Gy °o�yoosh �' �� y SURVEYOR: SITE SURVEY & MAPPING, INC. 10115 214TH AVENUE NE LEGEND REDMOND WA98053 PHONE: 425.298.4412 PROPERTY OWNER: RENTON HOUSING AUTHORITY SN4 b lIl i NI; Z fII ~OW QJ •TSS .w I �/P I Ir PROJECTADDRESS: 2719 SUNSET LANE ® RENTON, WA 98056 O ril i I j 00011'1 CITY OF RENTON PARCEL ACREAGE: 39,693 S.F. (0.911t ACRES) Kmis 3 VERTICAL DATUM & CONTOUR INTERVAL UTILITY POLE Z mep z W —SS— APPROXIMATE LOCATION SANITARY { LUMINAIRE SEWER LINE E GUY WIRE—SD— N I W K I KI.Y GAS VALVE / 1 —OHP— OVERHEAD POWER �0pJ j GAS METER a S ITE —OHU— OVERHEAD UTILITIES © aa� L, 3 —X— CHAINLINK FENCE ILI ?b� PROJECT INFORMATION �-Y BB L ooi- X n'3 3+. SUNSET LN NE W $ W - w 264 SS N35°45'30'E 8515' ' N '30E -X4.97 1 34 4' —I / / I � 4' j ODTI 1 i 1 3S - 3318 / mmp-1 1 g— T I-/'- - I � II�pO ♦ i/ \ 1 e 0 / �6- TWOSTORYWOOD FRAMED BUILDING EAVE HEIGHT = 357.9' RIDGE HEIGHT = 360.7' J 24.0' y i I r �\ I _II I I / i 1 vim_". �' 4 N 35 E 212116 1 1 344 , SO; 3D _ sE m 9q SD , p / / / ,9 /W % / W ----� W ---'T'--' W / WSUNSET/BLVD NE �SR 900) SS . Be _SS $S �s sst e-➢ — - N3WZ'30'E — y 25574' I I 09 0 vN3 lP oo°mss Gy °o�yoosh �' �� y SURVEYOR: SITE SURVEY & MAPPING, INC. 10115 214TH AVENUE NE LEGEND REDMOND WA98053 ELEVATIONS SHOWN ON THIS DRAWING WERE DERIVED FROM INFORMATION PROVIDED BY THE CITY OF RENTON. POINT ID NO. 102 - THE POINT IS A 3' BRASS DISC WITH 'r AND PUNCH MARK IN A CONCRETE MONUMENT DOWN 0.5' IN DATUM MONUMENT CASE AT THE INTERSECTION OF NE 12TH STREET AND EDMONDS AVENUE NE. ELEVATION: 326.43 FEET (99.496) NAVD88 1.0'CONTOUR INTERVAL -THE EXPECTED VERTICAL ACCURACY IS EQUAL TO 1/2 THE CONTOUR INTERVAL OR PLUS / MINUS 0.5' FOR THIS PROJECT. QIIi PHONE: 425.298.4412 PROPERTY OWNER: RENTON HOUSING AUTHORITY ul 970 HARRINGTON AVENUE NE Z RENTON, WA 98056 TAX PARCEL NUMBER: PORTIONS OF 722780-1085 AND �/P 722780-1055 PROJECTADDRESS: 2719 SUNSET LANE ® RENTON, WA 98056 ZONING: CV JURISDICTION: CITY OF RENTON PARCEL ACREAGE: 39,693 S.F. (0.911t ACRES) v AS SURVEYED VERTICAL DATUM & CONTOUR INTERVAL ELEVATIONS SHOWN ON THIS DRAWING WERE DERIVED FROM INFORMATION PROVIDED BY THE CITY OF RENTON. POINT ID NO. 102 - THE POINT IS A 3' BRASS DISC WITH 'r AND PUNCH MARK IN A CONCRETE MONUMENT DOWN 0.5' IN DATUM MONUMENT CASE AT THE INTERSECTION OF NE 12TH STREET AND EDMONDS AVENUE NE. ELEVATION: 326.43 FEET (99.496) NAVD88 1.0'CONTOUR INTERVAL -THE EXPECTED VERTICAL ACCURACY IS EQUAL TO 1/2 THE CONTOUR INTERVAL OR PLUS / MINUS 0.5' FOR THIS PROJECT. QIIi FOUND MONUMENT AS DESCRIBED M WATERVALVE ul SET 5/8- X 24' IRON ROD Z FIRE HYDRANT N W/1' YELLOW PLASTIC CAP �/P m a O i ® 4' MASTER WATER METER Q POWER METER Z a � h m m Z v SIGN .G- UTILITY POLE Z mep z W —SS— APPROXIMATE LOCATION SANITARY { LUMINAIRE SEWER LINE E GUY WIRE—SD— N APPROXIMATE LOCATION STORM W GRAIN LINE KI.Y GAS VALVE tm W —OHP— OVERHEAD POWER �O GAS METER z S ITE —OHU— OVERHEAD UTILITIES © CABLE PEDESTAL —X— CHAINLINK FENCE ILI LIGHTVAULT 6 —D— WOOD FENCE ❑TCHH TRAFFIC CONTROL HAND HOLE CONCRETE WALL TRAFFIC SIGNAL ARM WITH LUMINAIRE ® STORM DRAIN MANHOLE w ROCKERY ® CATCH BASIN ASPHALT SURFACE CATCH BASIN - SOLID LID 0 AREA DRAIN CONCRETE SURFACE QSANITARY SEWER MANHOLE rtJM1b �� W p g + VICINITY MAP NTS R=3 Ct>: 2 37 SD-Ta- LLQ Ln z Z M N CL Lu 1 r z z 15202 q V N a ul N Z 'x N O x �/P m a O i CD owl Q Z a � h m m Z Q a EE CL 0)0 Z mep z W = A z ' Z 0 e 0 N W O tm W m n z S ITE f 0 6 rtJM1b �� W p g + VICINITY MAP NTS R=3 Ct>: 2 37 SD-Ta- LLQ Ln z Z M N CL Lu 1 r z z 15202 q PROJECT NO.: 11-097 DRAWN BY: EFJ CHECKED BY: TNW DATE: 02-12-2013 SHEET 1 OF 1 V N a ul N Z N oz N O x �/P m a O e CD owl Q Z a � h m m Z Q a EE CL 0)0 Z mep z W = A z ' Z 0 e 0 N W O tm W m n z PROJECT NO.: 11-097 DRAWN BY: EFJ CHECKED BY: TNW DATE: 02-12-2013 SHEET 1 OF 1 a ul FR Z N oz 1 O x W z O e CD 2 Q Z a � 3 Z Q a CL 0)0 Z mep x = H W Z 0 IX 0 O 0) W `O r tm W 0 6 w a PROJECT NO.: 11-097 DRAWN BY: EFJ CHECKED BY: TNW DATE: 02-12-2013 SHEET 1 OF 1 a ul FR Z N oz 1 O x W z N e CD 2 Q Z a � 3 Z Q a CL 0)0 Z mep x = H W Z 0 IX O 0) W `O r PROJECT NO.: 11-097 DRAWN BY: EFJ CHECKED BY: TNW DATE: 02-12-2013 SHEET 1 OF 1 a Z 0 a o m N oz 1 m a z q e a Z 0 a o m N oz 1 @ a z q e < �W C a � 3 Q a uz D m m a Z 0 yI o T� N oz 1 C) Noz < �W 1 Q a a { N a Z 0 Demolition Notes 1. EXISTING UTIUTIES AND UNDERGROUND STRUCTURES SHOWN ON THE PIAN ARE BASED UPON THE BEST AVAILABLE PUBUC 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 PUNS, 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 CLAMS TO THE ENGINEER FOR RECOMPENSATION FOR EXTRA WORK RESULTING FROM CHANGED CONDITIONS UNLESS THE ENGINEER HAS APPROVED THE WORK IN WRITING. 3. CONTRACTOR SHALL CALL THE UBUTIES UNDERGROUND LOCATION CENTER FOR FIELD LOCATION OF ALL UTILITIES 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 UNDERGROUND LOCATION CENTER THEN THE CONTRACTOR SHALL GIVE NOTICE TO THAT UTILITY. 4. THE CONTRACTOR IS RESPONSIBLE FOR RENEW OF ALL UTILITY PURVEYOR, AND CITY OR STATE RECORDS 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. 5. VERIFY THAT ALL UTILITY SERVICES TO BE DEMOLISHED HAVE BEEN DISCONNECTED. 6. ERECT BARRIERS, SHORING AND THE UKE TO PROTECT PERSONNEL, CONSTRUCTION AND VEGETATION TO REMAIN. COMPLY WITH ALL STATE AND LOCAL AGENCY REQUIREMENTS. 7. DO NOT SHUT OFF OR CAP UTILITIES WITHOUT PRIOR NOTICE. COORDINATE WORK WITH LOCAL UTILITY PURVEYORS. B. MAINTAIN 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 ALL TIMES; MEET ALL APPLICABLE CODES AND ORDINANCES. 9. PROTECT FROM HARM ANY TREES, OR OTHER OBJECTS SELECTED TO REMAIN. ID, 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 UMIT 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 PUCE 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 UNE AND LOCATION STAKES, INCLUDING OFFSETS AND GENERAL CONSTRUCTION STAKING. WHEN WORK REQUIRING BE ON SITE, A QUALIFIED LAYOUT ENGINEER, SURVEYOR, OR TECHNICAL SPECIAUST 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 AUTHORISES 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, WEHAND, OR IN ANY STREET OR ALLEY, OR UPON ANY PRIVATE PROPERTY EXCEPT BY WRITTEN CONSENT OF THE PRIVATE PROPERTY OWNER. MAINTAIN HAUUNG ROUTES CLEAN AND FREE OF ANY DEBRIS RESULTING FROM DEMOLITION WORK ON THIS PROJECT. Erosion Control Notes AS 1. BEFORE ANY CONSTRUCTION R 0 DEVELOPMENT ACTINtt OCCURS APRE- 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 15 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 RENEW. Surface Water Standard Plan Notes 1. THESE NOTES SHALL APPEAR ON PROJECTS FOR THE SURFACE WATER UTIUTY. 2. BEFORE ANY CONSTRUCTION OR DEVELOPMENT ACTIVITY OCCURS, A PRE CONSTRUCTION MEETING MUST BE HELD BETWEEN THE CITY OF RENTON PIAN RENEW 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 PUBUC 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 CML 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 -SNE WORK. EASEMENTS REQUIRE CITY RENEW 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 PUNS. 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 LAD 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 SOLD LOCKING LIDS. ALL DRAINAGE STRUCTURES ASSOCIATED WITH A PERMANENT RETENTION/DETENTION FACILITY SHALL HAVE SOLD LOCKING UDS. 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 e 21, ALL BUILDING DOWNSPOUTS AND FOOTING DRAINS SHALL BE CONNECTED TO THE STORM DRAINAGE SYSTEM, UNLESS APPROVED BY THE Cltt PLAN REVIEWER OR SURFACE WATER UTILITY SECTION. AN ACCURATELY DIMENSIONED, CERTIFIED AS -BUILT DRAWING OF THIS DRAINAGE SYSTEM WILL BE SUBMITTED TO THE CITY UPON COMPLETION. 22, DRAINAGE OUTLETS (STUB -OUTS) SHALL BE PROVIDED FOR EACH INDIVIDUAL LOT, EXCEPT FOR THOSE LOTS APPROVED FOR INFILTRATION BY THE CITY. STUB -OUTS SHALL CONFORM TO THE FOLLOWING: A. EACH OUTLET SHALL BE SUITABLY LOCATED AT THE LOWEST ELEVATION ON THE LOT, SO AS TO SERVICE ALL FUTURE ROOF DOWNSPOUTS AND FOOTING DRAINS, DRIVEWAYS, YARD DRAINS, AND ANY OTHER SURFACE OR SUBSURFACE DRAINS NECESSARY TO RENDER THE LOTS SUITABLE FOR THEIR INTENDED USE. EACH OUTLET SHALL HAVE FREE FLOWING, POSITIVE DRAINAGE TO AN APPROVED STORMWATER CONVEYANCE SYSTEM OR TO AN APPROVED OUTFALL LOCATION. B. OUTLETS ON EACH LOT SHALL BE LOCATED WITH A FIVE -FOOT -HIGH, 2" X 4" STAKE MARKED STORM" OR "DRAIN" THE STUB -OUT SHALL EXTEND ABOVE SURFACE LEVEL, BE VISIBLE, AND BE SECURED TO THE STAKE. C. PIPE MATERIAL SHALL CONFORM TO UNDERDRAIN SPECIFICATIONS DESCRIBED IN CHAPTER 4 OF THE SURFACE WATER DESIGN MANUAL AND, IF NON METALLIC, THE PIPE SHALL BE PLACED IN A TRENCH WITH A TRACING WIRE ABOVE OR OTHER ACCEPTABLE DETECTION. D. PRIVATE DRAINAGE EASEMENTS ARE REQUIRED FOR DRAINAGE SYSTEMS DESIGNED TO CONVEY FLOWS THROUGH INDIVIDUAL LOTS. E. THE APPLICANT/CONTRACTOR IS RESPONSIBLE FOR COORDINATING THE LOCATIONS OF ALL 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 UNES 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 PUBUC WORKS DEPARTMENT, TRANSPORTATION SYSTEMS DMSION. ALL SECTIONS OF THE WSDOT STANDARD SPECIFICATIONS 1-07-23 TRAFFIC CONTROL SHALL APPLY. 27. PROJECT LOCATED WITHIN THE AQUIFER PROTECTION AREA (APA) SHALL COMPLY WITH SPECIAL REQUIREMENT #6 OF THE SURFACE WATER DESIGN MANUAL AND AQUIFER PROTECTION REGULATIONS (RMC 4-3-050). THE CCN INSPECTION SHALL INCLUDE ALL PROJECT STORM DRAIN LINES AND CONNECTING CATCH BASIN AND MANHOLE STRUCTURES THAT WILL BECOME CITY OWNED/MAINTAINED AND ALL PRIVATE 8 INCH DIAMETER OR LARGER DRAIN LINES AND CONNECTING CATCH BASIN AND MANHOLE STRUCTURES. SAID VIDEOS ARE TO BE IN COLOR AND COMPATIBLE WITH THE CITY'S VIEWING AND RECORDING SYSTEMS, THE CITY WILL ONLY ACCEPT VIDEO SUBMITTALS ON CD OR DVD THAT IS VIEWABLE BY STANDARD VIDEO PLAYER (I.E. MPG VIDEO FILE FORMAT) AND IS COMPATIBLE WITH GRANITE XP. THE VIDEO SHALL REFERENCE EACH PROJECT DRAIN PIPE SEGMENT TO THE UPSTREAM AND DOWNSTREAM CONNECTING STRUCTURES AS SHOWN (AND IDENTIFIED) ON THE APPROVED PROJECT CONSTRUCTION PLANS. THE COSTS INCURRED IN MAKING THE INITIAL CCN INSPECTION SHALL BE BORNE BY THE PROJECT DEVELOPER. THE DEVELOPER SHALL BEAR ALL COSTS INCURRED IN CORRECTING ANY DEFICIENCIES FOUND DURING CCN INSPECTION, INCLUDING THE COST OF ANY ADDITIONAL CCN INSPECTION, EXFILTRATION TESTING OR AIR TESTING THAT MAY BE REQUIRED BY THE CITY TO VERIFY THE CORRECTION OF SAID DEFICIENCY. THE DEVELOPER SHALL BE RESPONSIBLE FOR ALL COSTS INCURRED IN THE CCN INSPECTION PERFORMED SOLELY FOR THE BENEFIT OF THE DEVELOPER. R-315203 Approved By: Ic Date: 1- ,•Lw Approved By: Date: Approved By: Approved By; Date: Date: CD ' 2 - _-�,75-:;L 0-7� ARCHITECTS T H CONSULTANT COUGHLIN PORTER LUNDEEN 801 SECOND AVENUE - SUITE 900 SEATTLE, WA 98104 P: 2061343-0460 F: 2061343-5691 A CONSULTING STRUCTURAL AND CIVIL ENGINEERING CORPORATION STAMP REVISION NO. ,I PERMIT RESUBMITTAL A2 PERMIT RESUBMITTAL 03 PERMIT RESUBMITTAL Renton Highlands Library Renton WA ISSUANCE BID DOCUMENTS PROJECT NUMBER C131436-01 DATE SEPTEMBER 9, 2014 SCALE As Shown DRAWING TITLE CIVIL NOTES SHEET NUMBER C-001 DATE 5/19/14 7/11/14 9/9/14 Y z Z Z 0 3 l J ISI o v n O z � r m n m N I� Z 0 O z l J ISI o �zn 3 n O z � r W 6Z] m N I� 0 0 o D 6Z] m Sanitary Sewer Notes And Specifications 1. ALL WORK AND WORK MATERIALS E WLS SHALL BE INF CON ORMANCE WITH THE STANDARDS AND TH SPECIFICATION F 0 0 E CITY OF RENTON PUNNING/BUILDING/PUBUC 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 PUNS 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/PUBUC WORKS DEPARTMENT. AN APPROVED TRAFFIC CONTROL PLAN MUST BE OBTAINED PRIOR TO BEGINNING ANY WORK WITHIN PUBLIC RIGHT OF WAY. 3. ALL LOCATIONS OF EXISTING UDUTIES SHOWN ARE APPROXIMATE AND IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE TRUE AND CORRECT LOCATION SO AS TO AVOID DAMAGE OR DISTURBANCE. 4. A PRE -CONSTRUCTION CONFERENCE AND A 24 HOUR NOTICE SHALL BE REQUIRED PRIOR TO STARTING NEW CONSTRUCTION. IT SHALL BE THE CONTRACTOR'S RESPONS181UTY TO SECURE ALL NECESSARY PERMITS PRIOR TO STARTING CONSTRUCTION. (INSPECTION WILL BE ACCOMPLISHED BY A REPRESENTATIVE OF THE CITY OF RENTON.) IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE PUBUC WORKS INSPECTOR 24 HOURS IN ADVANCE OF BACKFILUNG ALL CONSTRUCTION. 5. CONTRACTOR 15 SOLELY RESPONSIBLE FOR THE MEANS, METHODS AND SEQUENCES OF CONSTRUCTION AND FOR THE SAFETY OF WORKERS AND OTHERS ON THE CONSTRUCTION SITE. 6. B SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO OBTAIN STREET USE AND ANY OTHER RELATED PERMITS PRIOR TO ANY CONSTRUCTION. 7. PLANS APPROVE Y TH D B E CITY OF RENTON PUBUC WORKS 0 SDEPARTMENT SHALL TAKE PRECEDENCE OVER ALL OTHER PLANS. 8. A COPY OF THEE APPROVED ROVED PLANS MUST BE ON THEIT JOB SITE WHENEVER CONSTRUCTION IS IN PROGRESS. 9. THE CONTRACTOR SHALL PROWDE THE NY - C OF RENTON WITH AN AS BUILT DRAWING OF THE SANITARY SEWER SYSTEM, WHICH HAS BEEN STAMPED AND SIGNED BY A LICENSED PROFESSIONAL ENGINEER OR LICENSED PROFESSIONAL SURVEYOR. 10. BACKFILL SHALLE PLACED LACED EDUALLY ON BOTH SIDES OF THE PIPE IN DYERS WITH A LOOSE AVERAGE DEPTH OF 6 INCHES, MAXIMUM DEPTH OF 8 INCHES, THOROUGHLY TAMPING EACH LAYER TO 95 PERCENT OF MAXIMUM DENSITY. THESE COMPACTED LAYERS MUST EXTEND FOR ONE PIPE DIAMETER ON EACH SIDE OF THE PIPE OR TO THE SIDE OF THE TRENCH. MATERIALS TO COMPLETE THE FILL OVER PIPE SHALL BE THE SAME AS DESCRIBED. 11. OPEN CUT ROAD CROSSINGS FOR UTILITY TRENCHES ON EXISTING TRAVELED ROADWAY SHALL BE BACKFILLED WITH CRUSHED ROCK AND MECHANICALLY COMPACTED. CUTS INTO THE EXISTING ASPHALT SHALL BE NEATLINE CUT WITH SAW IN A CONTINUOUS UNE. 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 PUBUC WORKS DEPARTMENT. REFERENCE BENCHMARK AND ELEVATIONS ARE NOTED ON THE PUNS. 13. ALL DISTURBED AREAS SHALL BE SEEDED AND MULCHED OR OTHERWISE STABIUZED 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 LEVEUNG 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. Water Plan General Notes 1. ALL WORK MATERIAL SHALL BE IN THE WITH CONFORMANCE STANDARDS C S ND RDS AND SPECIFICATIONS OF THE CITY OF RENTON PUNNING/BUILDING/PUBLIC WORKS DEPARTMENT AND THE LATEST EDITION OF THE WSDOT/APWA STANDARDS AND SPECIFICATIONS, AS APPROVED AND MODIFIED BY THE Cltt 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 SHALLE B 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 FIT 1NGS 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 CIIO/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. B. 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 UST 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 6061-16 ALUMINUM ALLOY, HARDCOAT ANODIZED. THREADED END PORTION SHALL HAVE NO LUGS AND TWO SET SCREWS 180 DEGREES APART. STORZ FACE TO BE METAL, NO GASKET TO WEATHER. STORZ CAP TO HAVE SYNTHETIC MOLDED RUBBER GASKET, AND SHALL BE ATTACHED TO HYDRANT ADAPTER WITH 1/8 INCH, COATED, STAINLESS STEEL, AIRCRAFT CABLE. 12. FIRE HYDRANTS SHALL BE PAINTED WITH TWO COATS OF PAINT. PRESERVATIVE PAINT NUMBER 43-655 SAFETY YELLOW OR APPROVED EQUAL, 13. PUMPER CONNECTION TO FACE ROADWAY ASSEMBLY. 14. FIRE HYDRANTS SHALL BE INSTALLED PER CITY OF RENTON STANDARD DETAIL FOR FIRE HYDRANTS, LATEST REVISION. 15. ALL WATERMAINS 10 INCHES AND SMALLER TO MAINTAIN A MINIMUM COVER OF 36 INCHES BELOW FINISH GRADE. ALL WATERMAIN 12 INCHES AND LARGER SHALL BE AT A MINIMUM OF 48 INCHES BELOW FINISH GRADE, WHERE UTILITY CONFLICTS OCCUR, WATERMAINS ARE TO BE LOWERED TO CLEAR. 16. ALL WATERMNNS 6 INCHES AND URGER 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 PIANS & 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 RESPONSIBIUTY TO SECURE ALL NECESSARY PERMITS PRIOR TO STARTING CONSTRUCTION. 23. INSTALLATION OF CORPORATE STOPS, WATER SERVICES, UNES 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 MANS IS TO BE ACCOMPUSHED BY THE CITY OF RENTON, EXCEPT WET TAPS, WHICH MAY BE MADE BY APPROVED WET TAP CONTRACTORS WITH PRIOR APPROVAL FROM THE PUBUC 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 ASSEMBUES 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 PUBUC 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 POUCY, 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 UNES SHALL BE SCHEDULE 80 PVC PIPE. SCHEDULE 40 IN UNIMPROVED AREAS AND SCHEDULE 80 PVC PIPE UNDER IMPROVED AREAS. 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, B. AGGREGATE SHALL BE TYPE CLASS 8, 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, R-315204 Approved By: Date: tls'-z.i Approved By: Date: Approved By: Date: Approved By: Date: ARCHITECTS THA A CONSULTANT COUGHLIN PORTER LUNDEEN 801 SECOND AVENUE - SUITE 900 SEATTLE. WA 98104 P: 2061343-0460 F: 2061343-5691 A CONSULTING STRUCTURAL AND CIVIL ENGINEERING CORPORATION STAMP REVISION NO. 0 PERMIT RESUBMITTAL 02 PERMIT RESUBMITTAL A PERMIT RESUBMITTAL Renton Highlands Library Renton WA ISSUANCE BID DOCUMENTS PROJECT NUMBER C131436-01 DATE SEPTEMBER 9, 2014 SCALE As Shown DRAWING TITLE CIVIL NOTES SHEET NUMBER //� C 002 DATE 5/19/14 7/11/14 9/9/14 I� 'Ro Z m � o C v� 3 c 3 m z m I� 9 a I I� 'Ro o� CDC N � oz � �-� ° _Z o AOC Z c m Iz Q m a I {N I I ay o� N � oz � �-� ° _Z o AOC O K � r W Q D a {N I LEGEND By: Date:9,szsc5C� Approved By: Date: Approved By: Date: Approved By: Date: 0 0 20 40 Z EXISTING REMOVE EXISTING REMOVE Z ASPHALT PAVING C C WATER LINE ��' ---'N-�— SCALE I "=2�' Fall beforle./ OU y CONCRETE PAVING �"j STORM DRAINAGE LINE— so ISD-- Dig. 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SS SS --- Sc SS / ,D \ -- svD --_... - svD -�vD vs -- sys _.._ —sve v6 REMOVE EX'SITE UTILITIES / REMOVE EX SITE FEATURES \ "� I \ HW m I ' EXISTING TREE REMOVAL BY OTHERS s 330 OAP�E � 4 o oo� 000000�' SCALE I If= I Of before you ;g.8D;9- 8-1 -1 -1-1 or 1-800-424-55555 UNDERGROUND SERVICE (USA) TRUE NORTH 04*A LF PROJECT NORTH SJSI SAWCUTAND REMOVE ASPHALT M _a 'I{�V wvVA A \ N35,4a' DIE 212.06' b( DRIVEWAY T9' / / BE REMOVED WITH FUTURE ROW DEVELOPMENT o (AYOTHERS) �y no z - e� (BY OTHERS) m S a N z oz v as� i VS6 MP3o, ! / 44_ I ', REMOVE EX FIRE 4tl yj--•-I-�J� W W W W W W r W I � — W WtW W W -%— /IW { ,. HYDRANT AND a., CHERRY 8" CHERRY c I ��I <. VALV�. CAP AT z - a � / L—> T I MAIN! U flN 6 Ell fChV e r I / cm2 p .h'TiII II 1r 111111 i.r ((I Iy,olii6 � ii , ,rr„.�L�i�t, t itG ;;�31s. 7 - -= -v 91 0 99150 R fi( 11 COo ISM ��'. �i�IIIII III II II III 9III�IIiii91II I �i _.. I h ry� _Y 5 ,-dI , - _ _` REMOV EX�CURB s �y\ V � o ! _rurh' w„ AND SI EWALK �f1t6AANC� 'I{�V wvVA A \ N35,4a' DIE 212.06' b( DRIVEWAY T9' / / BE REMOVED WITH FUTURE ROW DEVELOPMENT R-315201 Approved By: AA� Date:•is•ziy Approved By: NXICIVt/ 6►4a✓- 11"Cl Date: 4 13' 14 Approved By: Date: Approved By: Date: ARCHITECTS THA CONSULTANT COUGHLIN PORTER LUNDEEN 801 SECOND AVENUE - SUITE 900 SEATTLE, WA 98104 P: 2061343-0460 F: 2061343-5691 A CONSULTING STRUCTURAL AND CIVIL ENGINEERING CORPORATION STAMP REVISION NO. A PERMIT RESUBMITTAL A2 PERMIT RESUBMITTAL A3 PERMIT RESUBMITTAL Renton Highlands Library Renton WA ISSUANCE BID DOCUMENTS PROJECT NUMBER C131436-01 DATE SEPTEMBER 9, 2014 SCALE As Shown DRAWING TITLE DEMOLITION PLAN - SOUTH SHEET NUMBER C-102 DATE 5/19/14 7/11/14 9/9/14 o a 3} c �y no z � c e� O z m S a N z oz 1 i G z r) 44_ I� m m O .p O 4tl yj--•-I-�J� W W W W W W r W I � — W WtW W W -%— /IW { / N / L—> 4 / / / / 55 SS__ SSH YO"--' S_ SS / 91 0 99150 7 90 COo — — — ` � -.,L: -.,.. �. _. �5 _/ SS- -cc - — � — _.._ __ R-315201 Approved By: AA� Date:•is•ziy Approved By: NXICIVt/ 6►4a✓- 11"Cl Date: 4 13' 14 Approved By: Date: Approved By: Date: ARCHITECTS THA CONSULTANT COUGHLIN PORTER LUNDEEN 801 SECOND AVENUE - SUITE 900 SEATTLE, WA 98104 P: 2061343-0460 F: 2061343-5691 A CONSULTING STRUCTURAL AND CIVIL ENGINEERING CORPORATION STAMP REVISION NO. A PERMIT RESUBMITTAL A2 PERMIT RESUBMITTAL A3 PERMIT RESUBMITTAL Renton Highlands Library Renton WA ISSUANCE BID DOCUMENTS PROJECT NUMBER C131436-01 DATE SEPTEMBER 9, 2014 SCALE As Shown DRAWING TITLE DEMOLITION PLAN - SOUTH SHEET NUMBER C-102 DATE 5/19/14 7/11/14 9/9/14 I� o a 3} c �y no z � c e� O z m S a N z oz 1 i G z r) 3 I� m m O .p O N I� o a 3} c �y no z � c ■ O z Z S a N z oz 1 i G z r) 3 f m m O .p O N i r m m I � P A I �y no z O z I■■I 3 1 N z oz 1 i G z r) s m m O .p O r W P { N 0 a It a as -W-- __ w As /Y� Ir ■ m a RIP RAP CONSTRUCTION ENTRANCE SAWCUT LINE INTERCEPTOR SWALE SILT FENCE • • SITE FENCE—M--.�—�— CONSTRUCTION LIMITS -Imi I mm ■ 0 10 • •• _�oo�6m� Call SCALE 1 11=20' before you D• or 1-800-424-5555 UNDERGROUND SERVCE (USA) \&� ■ j P44A �FL PROJECT NORTH `— SS .� i �IA R-315208 Approved By:-� Date: Approved By: Date: q[170 Approved By: Date: Approved By: Date: ARCHITECTS T H CONSULTANT COUGHLIN PORTER LUNDEEN 801 SECOND AVENUE - SUITE 900 SEATTLE. WA 98104 P: 206/343-0460 F: 206/343-5691 A CONSULTING STRUCTURAL AND CIVIL ENGINEERING CORPORATION STAMP REVISION NO. D PERMIT RESUBMITTAL Q2 PERMIT RESUBMITTAL 03 PERMIT RESUBMITTAL Renton Highlands Library Renton WA ISSUANCE BID DOCUMENTS PROJECT NUMBER C131436-01 DATE SEPTEMBER 9, 2014 SCALE As Shown DRAWING TITLE OVERALL TESC AND EXCAVATION PLAN SHEET NUMBER C-200 DATE 5/19/14 7/11/14 9/9/14 I y z 19 j c n 0 s ^z o moC m I y z zz N z oz v _C) o moC O r W � D �II { AA V1 N m KEY MAP II SCALE: 1"=60° RIP RAP CONSTRUCTION ENTRANCE SAWCUT LINE INTERCEPTOR SWALE T Is SILT FENCE —•--�� SITE FENCE --M—M— CONSTRUCTION LIMITS UMIF Sunset BlvdNN (SR 900) LL^ 71 4i"17: I 0 - - r � O ` i - s=_ � ss r �z9 _ss----�— s ss SS- I / - A 340 ., I , t 19+0 _ .�. a 9n �0 < i 20 000 t - 1 1850 � r j _ r + o j Sunset Land NE 1 W W ,_C_ W w -- W w __. W w� w s - I GAS GAS GAS 1.1191': _J /GAS/�� GAS- i / / i / / / 3 ....g':: I- / / // / / CONSTRUCTION FENCING ` ! ss ¢ EXrENq/SIT ING / SHORING DRAIN 1 / ui /AS Rfq'D /� / SEE MEOH'L FOR \ A w / i // / / �✓ / l CONTINUATION TO /v CONSTRUCTION ENTRANCE PER COR STD PIAN 215..U)L -- - SEE DETNL- s � \zh I i - I / LAYBACK EXCAVATION SLOPE I;I (MAX) I i I E\ \\\\ i z - - - A \ t aas as- axs- axs ws — s — \ TS 338.21 .. TS 339:52 - v �v 413 i v 5.44 J I. _. �BS 334.08---BEFAILS-SHORING W4 EE 3i\ r _' ...: xs v v y BS 334.08 \ v axs—wr--aas _ \ \ \ FOOTING DRAIN - - / — 342 19; SEE MECH'L FOR �� / BS 34.08 r / 1 - I,� ;� �� / INSTALL INLET PR�ITECTION� I ` CONTINUATION TO i ? UNTIL NEW SYST INSTALL \ \\\ I a SUMP PUMP / I, \ // aM .Q ,lqj / an AND FUNCTIONING PER CORS \...-_ r; \,1 o STD PLAN 216.3 Lli ------ -- ,.-.�-SEE DETAIL t _ '- — A 224.87' N75'�30T 334.08 i \ lf SHORED WALL (TYP) g p� NTERNALFOOTING �/ PER STRUCTURAL r I DRAIN. SEE DETAIL FF=344.75 ff 60E=334.08 INSTALL INLET PROTECTION UNTIL v COR 1 STD PLANAN 216.36\ 1 218 :o �v v DEf EE I S NL 7 21 v yv //K w vvvl MATCHLINE - SEE SHEET C202 - R-315209 Approved By: Date:9./57-zo/54 Approved By: Date: 5 tl l Approved By: Date: Approved By: Date: 9 i F L ARCHITECTS " z m I � � T H AID CONSULTANT I _ _ COUGHLIN PORTER LUNDEEN 801 SECOND AVENUE -SUITE 900 SEATTLE. WA 98104 P: 206/343-0460 F: 206/343-5691 A CONSULTING STRUCTURAL AND CIVIL ENGINEERING CORPORATION STAMP REVISION NO. Q PERMIT RESUBMITTAL Zjs PERMIT RESUBMITTAL 03 PERMIT RESUBMITTAL Renton Highlands Library Renton WA I � O n �s 0 z 0 � Z z n CI C: O • C E N r w DI�Inn < m I N f DATE 5/19/14 7/11/14 9/9/14 ISSUANCE BID DOCUMENTS PROJECT NUMBER C131436-01 DATE SEPTEMBER 9, 2014 SCALE As Shown DRAWING TITLE TESC AND EXCAVATION PLAN - NORTH SHEET NUMBER C-201 C D N a2 CS ac9 I � � m z �y z 0 z z� z n CI C: O E N r w DI�Inn < V, I I I I I N I � � m z IKEY MAP 0 SCALE: 1"=60' Layfs�ck Exca 1o_n_T,,.. ,Lvat7 Slctp�,e 1: 1 (ma4, PIN118 8515' 131M.1 SID ED SO LEGEND RIP RAP CONSTRUCTION ENTRANCE SAWCUT UNE INTERCEPTOR SWALE IS 4 SILT FENCE SITE FENCE CONSTRUCTION U-MrS W—M Jkfl- 0 5 10 20 7%97%o0 0 ca 11 SCALE I 11= 10, before you Djg. 8-1-1 or 1-800-424-5555 UNDERGROUND SERMOE (USA) TRUE WOtTH- `f� 04*A Ls PROJECT NORTH /y MATCHLINE - SEE SHEET C201 ok)0M�ii m m m m m m 0 m MEN 7041 0 *107m ■'m m ■m m 0 1 Imiimiiiimiiiim �Bs 334.08 E fS341 4J0 4e INSTALL INLET PROTECTIONI Ito UNTIL NEW SYSTEM INSTALLED VK I aj AND FUNCTIONING PER CDR li STD PLAN 216.30 FF=344.75 SEE DETAIL Q72j' BOE=334.08 LLA INTERNAL FOOTING DRAIN. SEE DETAIL 334.08 It 4 \EWND, SHO I SHORING WALL _x w ..... . / 341 SHORED WALL (TYP) D T A' N T "A PER STRUCTURAL Z TS 4 E R URAL S 11 �11 DETAILS EdR T TS 342 25 _7 &.17 '3 jk4j W \ \ __9 BS �334.08 3y4D5 . . .. ........ q_'j' q7_2J1 SM ---- SHR ---- SHR--- R --S �R S R SO SNR ----SXR— S SHR SHR --iHR —SHR ---- SW --S._ ---S.--HR . ---S �7 T?340.50 \x < Id I 11 85 340.50 SHORING DRAIN INSTALL INLET PROTECTION SEE MECH.L­FOR UNTIL NEW SYSTEM IINSJAULED ANDFUNCTIONING PER COR CO T1114TION TO LAI CONSTRUCTION FENCING 52P PUMP STD PLA \216.30 SS 54 - SEE DETALM lily ix SIMI -21 Rlyf= J4?70 I IJMI AF� 337.56 12 N, I ............ um .1. 7 51fr eIkfl A1,X — — — _IVIT _1MIT— T 7 1 SO SD ED 1QQAq4--A4P,SO ED SO SO SO LVI SD S RIM J4142 VVJ SD S I SD 11 JJ5.87 12'N if J350 18"S W —W—W W W W—/ IN W WW W W W -7-- W — W — cx ZVI/ RVY- J42.54 SS CC NE-SY1- 3336' SS -88+W— SS SS S a 00 89y50 90 002i S SS Ss SS�_ SS –SSS-- _SST "90 A1J54J'J0T 25574' S��Ovxr,_X/37___ 5S DISK r/ PUNCH IN IN C451 DOW 05' a 348.02 SDI111 RIM - J47.J4' LOCKCD R-315210 Approved By: Date: ZC-zM74 Approved By: Ll Date:- qnjtq Approved By: Date: Approved By: Date: I SDI ARCHITECTS THA CONSULTANT COUGHLIN PORTER LUNDEEN 801 SECOND AVENUE - SUITE 900 SEATTLE, WA 98104 P:206/343-0460 F: 2061343-5691 A CONSULTING STRUCTURAL AND CIVIL ENGINEERING CORPORATION STAMP REVISION NO. PERMIT RESUBMITTAL PERMIT RESUBMITTAL AS PERMIT RESUBMITTAL Renton Highlands Library Renton WA DATE 5/19/14 7/11/14 9/9/14 ISSUANCE BID DOCUMENTS PROJECT NUMBER C131436-01 DATE SEPTEMBER 9, 2014 SCALE As Shown DRAWING TITLE TESC AND EXCAVATION PLAN -SOUTH SHEET NUMBER C-202 ,�' , r -2 -?-,5- - �L�/ - c-- > �- (0 ay m 0 > Z z c, zo 4�6 z z ay m 0 > Z z c, zo 4�6 z m > 33 ay 0 m 3:p 0 Z z c, zo 4�6 > 0 m 3:p z NTS ITS Not Used Not Used 2 MTNt O.iVE'NAYCHLVEPTWF Vk6 I6 A i 9Nl9DE C9iCN %ic6FAT. AS PER dTY ftOAgSl0.VpNi0.5 l'd'gUARRY6PPLL5 ' GFAWmRq \ �F iruuTwavEss PRovIDr Fl,u wvmnlcF N DTP$ w'GReS .RE53 ARBA 1, CONDITION OF USE 1.1. CONSTRUCTION ENTRANCE SHALL BE STABILIZED WHEREVER TRAFFIC WILL BE LEAVING A CONSTRUCTION SITE AND TRAVELING ON PAVED ROADS OR OTHER PAVED AREAS WITHIN 1,000 FEET OF THE SITE.. GRAB TENSRf 5TRESNGTX IA5TM OtT 53 1 W PL MN; GMBTENAIE ELONGATION IASTM 096321 MMA)r. NUII£N SURSfSTRENGTN ASTM0.TT8681W 9WP51 INN 4GSiA5TMDfTSD 2 4SJUS.STANDARDSI F EFL I D4YklVAX65HFLL0EPAV£O'N.nIEED61 EXTERIOR USE ONLY _gyp ^ C.ST" Z,,k1 R.C.E10I DFTJ1[ OONbYNL1t119R 6NiR4J0F. SOPVG9 v CONNECT TO STORM a: C� �� tlAplAGlx(;ylp lid RtlAUNAY CONVEYANCE SYSTEM. i N ITT RFf. MAT THE BUILDING FOOTING: R"25'IAV, \ ESE CiIEDWAE TCR9D BOTYA2 SEE STRUCT'L PLANS ro RIM."OFF DRmkS OFF T{E Vl,a MTNt O.iVE'NAYCHLVEPTWF Vk6 I6 A i 9Nl9DE C9iCN %ic6FAT. AS PER dTY ftOAgSl0.VpNi0.5 l'd'gUARRY6PPLL5 ' GFAWmRq \ �F iruuTwavEss PRovIDr Fl,u wvmnlcF N DTP$ w'GReS .RE53 ARBA 1, CONDITION OF USE 1.1. CONSTRUCTION ENTRANCE SHALL BE STABILIZED WHEREVER TRAFFIC WILL BE LEAVING A CONSTRUCTION SITE AND TRAVELING ON PAVED ROADS OR OTHER PAVED AREAS WITHIN 1,000 FEET OF THE SITE.. GRAB TENSRf 5TRESNGTX IA5TM OtT 53 1 W PL MN; GMBTENAIE ELONGATION IASTM 096321 MMA)r. NUII£N SURSfSTRENGTN ASTM0.TT8681W 9WP51 INN 4GSiA5TMDfTSD 2 4SJUS.STANDARDSI F EFL I 2 DESIGN AND INSTALLATION SPEdFlCATIONS 2.1. HOG FUEL (WOOD BASED MULCH) MAY BE SUBST. FOR PERMANENT ROADS. HOG FUEL IS NOT RFC( AT ANYTIME REQUIRE THE USE OF QUARRY SPA] PAVEMENT OR IF THE HOG FUEL 19 BEING CARRIE 22. FENCING SHALL BE INSTALLED AS NECESSARY TC 22. WHENEVER POSSIBLE, THE ENTRANCE SHALL BE INCREASE THE EFFECTIVENESS OF THE PAD AND 3. MAINTENANCE STANDARDS 3.1. 32 33, 3A. 3.5. CAN SUBSTANTIALLY PUBLIC WORKS STABILIZED .DEPARTMENT CONSTRUCTION. ENTRANCE STD. PLAN — 216.10 MARCH 2008 SOI NT$ 6Construction Entrance L LAGGING - '­ 6EI WEEN P BIDDER DESIGN 3" PVC TIGHTUNE SHORING - BIDDER DESIGN 4" PVC FOOTING DRAIN CONCRETE WALL SEE STRUC'L PLANS STRUCTURAL SLAB ELEVATION VARIES CONTINUOUS DRAINAGE MAT PER ARCH'L SPECIFICATIONf 3" PJC TIGHTLINE PROVIDE DRAINAGE MAT AND WATERPROOFING PER ARCH'L SPECIFICATIONS SHORING BEAM, LAGGING, & STUDS BIDDER DESIGN DRAIN GRATE _ u u u _y u u u NOTE: - ii 3" PVC TIGHTLINE PROVIDE HYDRAULIC CONNECTION BETWEEN DRAIN MAT AND 6" TIGHTLINE USING MIRADRAIN QUICK ii OPTION 'B' DRAIN CONNECTION OR SIMILAR MANUFACTURER APPROVED CONNECTION. ��% /ice//i�i� ii 6" SCM 40 PVC FORTUNE TO SUMP PUMP FOUNDATIONS PER STRUC'L DRAWINGS MS Typical Internal Footing Drain MAK 3 DRAquat�Gw.TE 1Toni, I I GRATE FRAIAE a :a �P SEDIMENY AM DERMS: _ A RFLM 3YPA5R p P - SELOWINLETGWEDEOCE FILTERED WATER � A SEOTIONMEW DRAINAOEGRATE REMANGDNRGRATE6{WWN RETREYALSYSTHSI(TY4.) DEtow wLET GRAT£OEVIDE OWWoriHVPASS(m) ISDMETRICNEW NOTES 1. SIze 111.ma.[Ole Grow D". IBIDD)]or lha6Tenn•.eaterew ro SMI,mce. z. TM BIGD snail"ve e, WIHn N9Dldo refe sy9rem(ovei byyusry I. The reMeval sme. roue dowremovdorin MOP uftw Nr1I lnecdecteo m"e. .0 Petlormmalnlenance h'emDleslae Am Scaonw SpedtrnBcn 6flTd(15}: STD. PLAN — 218:90 PUBLIC WORKS CATCH BASIN FILTER ♦y`� DEPARTMENT MARCH 200E NTS Catch Basin Filter 7 FABRIC SIDE OF WATERPROOFING TOWARDS LAGGING SEE ARCH'L U NTS Wall Drainage to Footing Drain Connection COMPACTED BACKFILL SLOPE MEETING GRADATIONREQ'TS BUILDING WALL FOR STRUCT'L FILL (SEE NOTE 2) SEE STRUCT'L PLANS SLOPE TO DRAIN AWAY GRAVEL BACKRLL FOR DRAINS 00 WATERPROOFING PER ARCH'L AND GEOTECHNICAL PER WSDOT 9-03.12(4). m 3 GEOTEXTILE FABRIC 6" SCH 40 PVC PERF PIPEMIRAFI m RECOMMENDATIONS EXTERIOR USE ONLY D EQUIVALENT v CONNECT TO STORM a: C r'.2" WIN CONVEYANCE SYSTEM. i N DRAIN GRATE BUILDING FOOTING: N - 6" MIN SEE STRUCT'L PLANS 6" WIN -> d NOTES: 6" MIN 6" MIN-� 1. SEE ARCHITECTURAL PLANS FOR DRAINAGE GRAVEL BENEATH BUILDING SLAB. SUBDRAIN PIPE 2. STRUCTURAL FILL SHOULD CONSIST OF WELL -GRADED 1. 6" MINIMUM DIAMETER PERFORATED OR GRANULAR SOIL WITH NOT MORE THAN 20% FINES SLOTTED PIPE; TIGHT JOINTS; SLOPED TO DRAIN (BY WEIGHT BASE ON 3/4" PORTION) PASSING NO. 200 (67100' MIN SLOPE); PROVIDE CLEAN -OUTS. SIEVE (BY WEIGHT SIEVING) WITH NO PLASTIC FINES. 2. PERFORATED PIPE HOLES (3/16" TO 1/4" 0) 3. BACKFILL WITHIN 18" OF WALL SHOULD BE COMPACTED WITH TO BE IN LOWER HALF OF THE PIPE WITH HAND -OPERATED EQUIPMENT. HEAVY EQUIPMENT SHOULD NOT DISCHARGE PIPE LOWER QUARTER SEGMENT UNPERFORATED BE USED FOR BACKFILL, AS SUCH EQUIPMENT OPERATED SIZED BY ARCH'L U NTS Wall Drainage to Footing Drain Connection COMPACTED BACKFILL SLOPE MEETING GRADATIONREQ'TS BUILDING WALL FOR STRUCT'L FILL (SEE NOTE 2) SEE STRUCT'L PLANS SLOPE TO DRAIN AWAY GRAVEL BACKRLL FOR DRAINS 00 9 PER WSDOT 9-03.12(4). m 3 GEOTEXTILE FABRIC 6" SCH 40 PVC PERF PIPEMIRAFI m 140N OR EXTERIOR USE ONLY D EQUIVALENT v CONNECT TO STORM a: C r'.2" WIN CONVEYANCE SYSTEM. i N 1 BUILDING FOOTING: N - 6" MIN SEE STRUCT'L PLANS 6" WIN -> d NOTES: 6" MIN 6" MIN-� 1. SEE ARCHITECTURAL PLANS FOR DRAINAGE GRAVEL BENEATH BUILDING SLAB. SUBDRAIN PIPE 2. STRUCTURAL FILL SHOULD CONSIST OF WELL -GRADED 1. 6" MINIMUM DIAMETER PERFORATED OR GRANULAR SOIL WITH NOT MORE THAN 20% FINES SLOTTED PIPE; TIGHT JOINTS; SLOPED TO DRAIN (BY WEIGHT BASE ON 3/4" PORTION) PASSING NO. 200 (67100' MIN SLOPE); PROVIDE CLEAN -OUTS. SIEVE (BY WEIGHT SIEVING) WITH NO PLASTIC FINES. 2. PERFORATED PIPE HOLES (3/16" TO 1/4" 0) 3. BACKFILL WITHIN 18" OF WALL SHOULD BE COMPACTED WITH TO BE IN LOWER HALF OF THE PIPE WITH HAND -OPERATED EQUIPMENT. HEAVY EQUIPMENT SHOULD NOT LOWER QUARTER SEGMENT UNPERFORATED BE USED FOR BACKFILL, AS SUCH EQUIPMENT OPERATED FOR WATER FLOW. NEAR THE WALL COULD INCREASE LATERAL EARTH PRESSURES 3. SLOTTED PIPE TO HAVE 1/8" MAXIMUM AND POSSIBLY DAMAGE THE WALL. WIDTH SLOTS. 4. ALL BACKFILL SHOULD BE PLACED IN LAYERS NOT EXCEEDING 6" LOOSE THICKNESS AND DENSELY COMPACTED. BENEATH PAVED OR SIDEWALK AREAS, COMPACT TO AT LEAST 95% NTS MODIFIED PROCTOR MAXIMUM DENSITY (ASTM: D1157). Footing Dram J OTHERWISE COMPACT TO 90% MINIMUM. R-37521 I Approved By: Date: ft..zmeo Approved By: OU Date: 4 (1 f Approved By: Date: Approved By: Date: ARCHITECTS T H A A f` C i I E CONSULTANT COUGHLIN PORTER LUNDEEN 801 SECOND AVENUE - SUITE 900 SEATTLE, WA 98104 R 206/343-0960 F: 206/343-5691 A CONSULTING STRUCTURAL AND CIVIL ENGINEERING CORPORATION STAMP REVISION NO. Ai PERMIT RESUBMITTAL Q2 PERMIT RESUBMITTAL 03 PERMIT RESUBMITTAL Renton Highlands Library Renton WA ISSUANCE BID DOCUMENTS PROJECT NUMBER C131436-01 DATE SEPTEMBER 9, 2014 SCALE As Shown DRAWING TITLE TESC DETAILS SHEET NUMBER C-210 C D ' 42 - -? 7;? ( I DATE 5/19/14 7/11/14 9/9/14 I(I I I 00 9 C m 3 ♦j) z m @ Gz,� D I(I I I 00 �y z z NT C @ Gz,� mp y _oz < r C E I w i N m -mac I I N I � D � I(I I I �y z z NT e z O mp y _oz < r I ., E I w -mac I I N I STORM DRAINAGE LINE— SD SANITARY SEWER LINE— SS / so R-315212 Approved By: Dater Approved By: Date: Approved By: Date: Approved By: Date: ARCHITECTS THA .' t i _ r _ CONSULTANT COUGHLIN PORTER LUNDEEN 801 SECOND AVENUE - SUITE 900 SEATTLE. NVA 98104 P: 206/343-0460 F: 206/343-5691 A CONSULTING STRUCTURAL AND CIVIL ENGINEERING CORPORATION STAMP REVISION NO. Q PERMIT RESUBMITTAL ,�L PERMIT RESUBMITTAL Q3 PERMIT RESUBMITTAL Renton WA ISSUANCE BID DOCUMENTS PROJECT NUMBER C131436-01 DATE SEPTEMBER 9, 2014 SCALE As Shown DRAWING TITLE OVERALL GRADING AND DRAINAGE PLAN SHEET NUMBER C-300 DATE 5/19/14 7/11/14 9/9/14 Renton Highlands Library Ca G C � z C i Nz m n ;- EXISTING PROPOSED EXISTING PROPOSED ASPHALT PAVING C, POWER E -- — - — ASPHALT OVERLAY TELEPHONE LINE ---- -- CONCRETE PAVING m GAS LINE — cns — C -AS — BUILDINGS a ® WATER METER/VALVE/FH 3 rc 0 IN19 CURBING STORM CB/MH IfIV TREE W/PROTECTION 2 SANITARY SEWER MH/CO ' o �■ \J 0 CONTOUR (INDEX) --Av—100— GAS VALVE/METER b7 DI DA CONTOUR - --9e- --- —98— STREET LIGHT ASSEMBLY�� " WATER UNE w TELEPHONE RISER/MH ❑ D ■ C STORM DRAINAGE LINE— SD SANITARY SEWER LINE— SS / so R-315212 Approved By: Dater Approved By: Date: Approved By: Date: Approved By: Date: ARCHITECTS THA .' t i _ r _ CONSULTANT COUGHLIN PORTER LUNDEEN 801 SECOND AVENUE - SUITE 900 SEATTLE. NVA 98104 P: 206/343-0460 F: 206/343-5691 A CONSULTING STRUCTURAL AND CIVIL ENGINEERING CORPORATION STAMP REVISION NO. Q PERMIT RESUBMITTAL ,�L PERMIT RESUBMITTAL Q3 PERMIT RESUBMITTAL Renton WA ISSUANCE BID DOCUMENTS PROJECT NUMBER C131436-01 DATE SEPTEMBER 9, 2014 SCALE As Shown DRAWING TITLE OVERALL GRADING AND DRAINAGE PLAN SHEET NUMBER C-300 DATE 5/19/14 7/11/14 9/9/14 Renton Highlands Library Ca G C � z C i Nz m n ;- � m 3 N3 � z m a y z 0 zu'7 yzn mo Naz n O a { N C3 KEY MAP I) SCALE: 1"=60" NOTE: ALL STORM PIPE SHALL BE Y QVC ISO ,J ® 0. 57 / By: o s o 20 Approved By: Date: PVC OR EQUIVALENT APPROVED By: EXISTING PROPOSED EXISTING PROPOSEDeGVq n Rom O 7- O Ca 1 15 LF 12" BY THE CITY OF RENTON. ASPHALT PAVING SO ® 3.3% POWER r — `— SCALE 111=10' before you ASPHALT OVERLAY C TELEPHONE LINE 1 -- --- --- VC �1 D+g• CONCRETE PAVING GAS LINE - cns - -- G'\5 --- '� 8-1-1 or BUILDINGS ® WATER METER/VALVE/FH[i] w -¢ 6J ®4-iD- . 1-800-424-5555 � c 18 m pec UNDERGROUND SERVICE (USA) wRelNc C : STORM CB/MH _ o ® TRUE NORTH TREE W/PROTECTION DATE � " SANITARY SEWER MH/CO� � 0 r) 5/19/14 7/11/14 CONTOUR (INDEX) —/,2— —100— GAS VALVE/METER lid Q1 9 K2 CONTOUR - --98-- -- _98— STREET LIGHT ASSEMBLY --0 �-- ' WATER LINE w TELEPHONE RISER/MH D 0 ® TS PROJECT NORTH STORM DRAINAGE LINE— SD -- SANITARY SEWER UNE-- SS o 55 SS"SS S 55 SS SS 339 _- (j@LI{j6 tL° zzzzz FUTURE STREET IMPROVEMEI4TS - - \ TO BE DESIGNED AND INSTALLED ='� •.'IY�I — til uwl? --- �BY COLPITIS, POST LIBRARY \ 340 CONSTRUCTION N Y �:111 1aIm - { ° 779+ D 1�0100 ' • J 0 r7 - I I ; Sunset Lane NE - - --- w w w w - w " w--__.__ w�' - w 1,,5 �'�`"' w B 376.00 ^, 9 33625TC '�; \.. TC JJ9.00' - rl ,7 379 5� TC 339'SD,' \T-\. C 31�0�0 ✓1r�' — GAS GAS r — Ilft'I" — 0 lll'VI' __2 �w-> _I" `BEJ36.1'S\•� S_� 6C,3�-3.00 r t�"0 / rib 378 1 — p \ 'n --wLLJ - BC r�^-BC1.50 TC 34150,�+�iT�' iii 2:'uz TC 32.50 TC 343.00 / 343.08 343.1 �. ' i j ',..sem ,.� " I � l e .•. 339.74 3111SA 1 •a I I 343.64 °I 34318 CS SW D3 •v . v ,� 11 : 1 M Ts 3a376 B" -STORM - -S -.yA� � IE=342 00 7 "n, SEE PLUMBING P FOR CONTINUATION ` .' 344 // 17497 N35'�bO'E 7 540 \ I \8" SDCO MCI TRENCH DRAIN TO` / RIM 344.60 GARAGE STORM IE 342.39- 344 DRAINAGE SUMP � v v SEE DETAIL( FIRST FLOOR FF= 344.75 - v GARAGE FF= 334.75 /� v y3350 iv LOWER LEVEL LOU ` _§!D GARAGE ENTRY - v y AREA DRAIN a v335 0v t 334.76 % ° "., RIM 344.4\ [E-342.57 NOR 344.7 �V ■ ■ I■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ 111� ■ ■ ■ ■ ■ ■ MATCHLINE - SEE SHEET C302 17 LF SD .g - 35 LF Y QVC ISO ,J ® 0. 57 / By: Date: fi�� Approved By: Date: Approved By: Q34415 Y X33 m n m O 7- O o 1 15 LF 12" SO ® 3.3% > 2 B ' 1 `F 34 VC �1 1,66 C � m � c 18 m pec I 345.05 `?"j' C : 3 fan R-315213 .I 1 1.0%%_ BC; 344.95 345.03 1' s Peel I y 345.15 1 4 LT LID` =341.41 12" UT)NW NNECT TO N CB TY,P P COR STD LAN 20 NS ALLED ON SD LIN SEE DETAIL 1 L_ - 1 5: §D # CB TYPE I STA 3 +61.43 $ 35 LT - W/SOLI 1,OCKINP LID RIM=34 97\ ' - IE 341.74 8"QN)SW IE 341.712 If�)S IE=341.74 12-�PUT)NW CONNECT T N9W CB TYPE - PER COR Sk e, N 200 INSTALLED 0 N SD jJNE SEE DETAIL 1 RIM=344,15 IE -342.23 8"( IE=342.23 12' PER COR STD INSTALLED ON DRAIN W/ 8" AND WASHED TO BE 0 Approved By: Date: •/S•2e Approved By: Date: fi�� Approved By: Date: Approved By: Date: CD�1'z- ARCHITECTS THA ii C il1 , , i. .... , .� CONSULTANT COUGHLIN PORTER LUNDEEN 801 SECOND AVENUE -SUITE 900 SEATTLE, WA 98104 P: 206/343-0460 F: 206/343-5691 A CONSULTING STRUCTURAL AND CIVIL ENGINEERING CORPORATION STAMP REVISION NO. Q PERMIT RESUBMITTAL 02 PERMIT RESUBMITTAL Q3 PERMIT RESUBMITTAL Renton Highlands Library Renton WA ISSUANCE BID DOCUMENTS PROJECT NUMBER C131436-01 DATE SEPTEMBER 9, 2014 SCALE As Shown DRAWING TITLE GRADING AND DRAINAGE PLAN - NORTH SHEET NUMBER C-301 O m d ;.y z C § § O z �I 0 Y X33 m n m O 7- ISSUANCE BID DOCUMENTS PROJECT NUMBER C131436-01 DATE SEPTEMBER 9, 2014 SCALE As Shown DRAWING TITLE GRADING AND DRAINAGE PLAN - NORTH SHEET NUMBER C-301 O m d ;.y z C § § O z g 0 Y X33 n 41, m O 7- O o CDC ;J > 2 B ' C � m � m F I m DATE 5/19/14 7/11/14 9/9/14 ISSUANCE BID DOCUMENTS PROJECT NUMBER C131436-01 DATE SEPTEMBER 9, 2014 SCALE As Shown DRAWING TITLE GRADING AND DRAINAGE PLAN - NORTH SHEET NUMBER C-301 9 a a o O m d ;.y z C § § O z N Y X33 ,zn 41, 0 O 7- O ;J > N 9 a a o O m C KEY MAP SCALE: 1"=60" I I 1 I I � I M I l i i i; / / PUMPED DISCHARGE PIPE TO STORM 44 1 1.75 v v n 1 GARAGE SDaIN�TO\ \\, v h v vvCMvBAS'IN. / v� v�vv�A WR J2tFERE�E ON ��7JZ95�v X336' \ LEGEND By: ��o 7le- Date :-ft•�� Approved By: Date: �l (q NOTE: ALL STORM PIPE SHALL BE By: Date: Approved D 5 D 2D Date: PVC OR EQUIVALENT APPROVED EXISTING PROPOSED EXISTING PROPOSED a ,,, :o Ca I I BY THE CITY OF RENTON. ASPHALT PAVING F-7 POWER-- e -- -- SCALE I "=10' before you ASPHALT OVERLAY i TELEPHONE LINE ---- --- D+ g CONCRETE PAVING n GAS LINE - cns - - C>15- m 8-1-1 Or BUILDINGS ® WATER METER/VALVE/FHT x:' N- 1-800-424-5555 9 CURBING a STORM CB/MH TRUE NORTH UNDERGROUND SERMCE (USA) TREE W/PROTECTION SANITARY SEWER MH/CO 7 ` o U CONTOUR (INDEX) -/00- -100- GAS VALVE/METER )4 O A CONTOUR - .-79 .... ..... -98- STREET LIGHT ASSEMBLYO- 0 " WATER UNE w TELEPHONE RISER/MH E O a C, PROJECT NORTH STORM DRAINAGE LINE- SD - -- SANITARY SEWER LINE- SS 345.03 . MATCHLINE - SEE SHEET C301 4 I 345 77 345.15 _ AREA DRAINI RIM -344.42 „J um 346 is 385.811 ! - -- IE=342.82 C 345.31 17 LFI 8" PVC SO ® 1.0% r I 344 54.75. PLANTER OVERFLOW AREA DRAIN FOOTING DRAIN CORISTD PEL1N HIVE 2340.20 PER SEE DETAIL RIM -SEE LANDSCAPE "*...,./.,31 FIRST FLOOR FF= 344.75E+ C, _ �9 E=342.99 8"(OUT) 25 LF 6° PERF PIPE i- rC,� SEE DIEAIL I LOWER LEVEL �9 SEE L'SCAPRE FOR IA1�b` ,- / - k AT / GARAGE FF- 334.75 31 rc 3akso GARAGE ENTRY Bc 3a6.00 PLANTER DETAILS 75 8" ROOF DRAIN ° d I CONNECJION, SEE PLUMBING PUNS 341 .-FOR CONTINUATION. SHORING DRAINAGE IE=339.07 SEE DETAILS 348.1 q7_21) t2jl ..__ ` 85.15' Q - .yVA�Av�vA. L.�AvvvV�" �Y �:. )44v _. �_� 12691'1.{ _ ._..4 , N/543E 11106' 3t3 25 LFA \ 347.76 ifT < �a7.N/NN c347so o 11 i SUNSET BLVD IMPROVEMENTS 346.89 i^ \ PINE / 344.89 345.89 \ \ SO ® 2% MIN --J TO BE DESIGNED AND / 4 e / ' C 34710 1 INSTALLED BY COLPITTS X44 POST LIBRARY CONSTRUCTION y / 3az7a; % ) �- } Ss ., 34717 Poi 34770 ; __......__ _.. -. ......-.. _-__. _ - -- - i<rfa _R..IT_,/'!'/M�. _I MIi ..-_ ._.. ....:. ...r,( - - o ..,..+•S�..m. _ - ! 34720 12"N, V, 9 �� JMI I! I: -tv,-` ---m i'iMi _IM'.T �- "-- JMIT� -- Uy'll -- -*o- ..IMI' �I, / '+ i ,I I 7 SD SD SD ED S S + rg SD �� 7eV-- >_ 5.`37 SD SJ c_. iE346.5� 57 _'f,ST47. cD c3 S7 S� RIM= 34142 8C 343.00 BC 344.00 BC 345.00 / BC 346.00 8C 346.86 I V TC 347 60 IF .3587 /2' N CONNECT TO EX CO / ! m-- - , BC 34710 If - .3563 /s'S IE=335.72 6'(/,Ri W / / / / I (MATCH EX) ,. . SD #3 CB TYPE 2 / 7 / STA 88+58.82, 28.72 1 `v /- RIM -344.36 w w w / w w w .'w w w w/ w w w- w w-APPRGX== h0�- W - w w / PER COR STD PeN 201 / INSTALL PER COR STD i PLAN 101.1 / SEE DENL,� / - - C q' EX 551dH RIM= J4254 Sc / �f CC Nf "W 3336' ]/ SS 55 c8i00 SS SS / SS SS 88150 SS �---- ac 89y 0/ 89+50 - - __-�� -__._ SSS._- _ SS - - k65 � -- - NJ5'43JOf 25574' SS I _ SS SS f � SS SS q J'/ IN SS S _O_UV PUNC - SS .......... 11XC'IN CPSE 00j 05 -'------- It 34802 R-375214 Approved By: ��o 7le- Date :-ft•�� Approved By: Date: �l (q Approved By: Date: Approved By: Date: s �fZ ARCHITECTS `� m m T H A n ,..E , CONSULTANT COUGHLIN PORTER LUNDEEN 801 SECOND AVENUE - SUITE 900 SEATTLE, WA 98104 P: 206/343-0460 F: 206/343-5691 A CONSULTING STRUCTURAL AND CIVIL ENGINEERING CORPORATION STAMP REVISION NO. Q PERMIT RESUBMITTAL 02 PERMIT RESUBMITTAL 03 PERMIT RESUBMITTAL Renton Highlands Library Renton WA DATE 5/19/14 7/11/14 9/9/14 ISSUANCE BID DOCUMENTS PROJECT NUMBER C131436-01 DATE SEPTEMBER 9, 2014 SCALE As Shown DRAWING TITLE GRADING AND DRAINAGE PLAN - SOUTH SHEET NUMBER C-302 C D' z- 3- S CK a B vnI f■■I �■/ o o DQ C s i z0 C 0 3 m O w { Z S i C 1 N n 3 1 m m 9 a DATE 5/19/14 7/11/14 9/9/14 ISSUANCE BID DOCUMENTS PROJECT NUMBER C131436-01 DATE SEPTEMBER 9, 2014 SCALE As Shown DRAWING TITLE GRADING AND DRAINAGE PLAN - SOUTH SHEET NUMBER C-302 C D' z- 3- S CK a z 0 z T� f■■I �■/ N s i z0 0 3 p A=z O w { 1 N RTT QRCH9GNT "No . BAR.. Aert 17.00hur RECTANGULAR ADJUSTMENT BEC710H NiBM EACH Cp9NER 1B•MIN 0 BAR Door sEENOTE1 NOTES I. AS aosPIAhe alternatives to the Toler shwAn In me PRECAST BASE SECTION. Them (placed gemming to the 8bream SpecilBe/ms), or rte mesh havlrg a m mmumame of 0.12 me. mores per foot shat be used oft the minnam, re0ul¢d moarshow,, In the ALTERNATfvE PRECAST BASE SECTION. Witetti%M1shallnotbeplaaedii Ute" knackers. 2 The knoWOar tllamgtershal not be greater than 20'. Krtobkoutssitul have ayslthidcnesso(?"mmrcnum lo.2.5'maximum Provide.1.5' minimum MAP hemaon the knectuad wall and Me medics tithe pips. After the pipe is Irhal sd, BI the gap DAM Iclm mortar In eocpriames ssth Standard SpedLamTW4.3. 3. The maximum depth mor the finished gratia la Me bwest pipe lived shelf be 5, 4. The Page atm gmto mast be lnSWISS)g fth the lenge dawn. 5.. The Precast Be. Zedon may haw .Rammed Auer, arm the walla my beEiJ(Nd at a me of 1:24 or Simper. 4- The opening shalt be measured at the top of Ne precast base asoofm., 7. N pickup holes Shall be grouted tell MINT me begin has been placed; 8. Al made rings agocoatigs shot he setts mere[ In ecomance With Stantrand Specification g .3. PUBLIC WORKS CATCH BASIN TYPE 1 STD. PLAN - 200.00 DEPARTMENT MARCH 2008 NT Catch Basin Type I Y NAUETEN5MO0iN _ BNi5 E4UAtLYSPACEn u'o.G uaxr At Lowen STEEL eANo t.a•wloE PORNE6ro nTONcaoKE OFG&RNFR MT$ PRECAST RASE SECTION HCOKCLMP LNEHOV D - roCaEISER DET/UL MOOM: CL Wle NT$ a urns FtAw.s."vclr pdccrtsnealrty Edaw JA rte a Haul amro"ccuc ur,.aa ya .m.ms ➢Jtlf�tNrs stvnT. 1.64n ===o, BW rale mem balxro, mttn,�mkm w.+pd, o" Locacercps ahmfy aw». STANDARD OALVANIZEA STF.Ran"ODER NOTES: t, pNlenslons are rmlN�uvadm on 5a• dametm C& Fmdlerentdametm Cas adiug to mahLln 45°wglNon 'ventral' bare cam T' ac. maximum seating dbars aravKJ Iwur stag turd 2 MSW parts. must be mrimlCn redaWn6 atetl bars mua(be eslveriiedlM ux Ofsted b Ixder. 1 T� deMk bsmerla Mina recanmended /muse m mit k4et b maguey aces4xlvenswan High pdendg brdebds mBectbn IexevPr on type 2 stremrsl a. Tr4s debris berderls rw use outskln of maxi nehb(+vey oHy- IrordaWlscaSesw111tinn�il noM'aYway PUBLIC WORKS OVERFLOW STRUCTURE SPD. PLAN - 234.20 DEPARTMENT MARCH 2008 NTS Overflow Structure �.. G1TCN 6ASW FRAM£ANO VPNED QWITEIDETARXN.[Oj. . m RECTN+QUVR9DJU9TMENTSECt4'Mt 6_, Ofl GRCUNP APIUbRnExTSEtikk! --^-•� 6FWi. iYPILAl IaEE NOTE `vk a F "i :'. FLAT9LPa TOP x' / VCRTARRVP4 WfEGnALe45E PRErJ$T wpH R�FR CATON BASIN DIMENSIONS CATCHAfAXpAM, u1swuA BASE RnNFORCIEt49TEEt OVBASIN WAIJ_ SASEJAETER THREE E95 THICKNESS KNOCKOUT Oler EESun Ia=III. N PACHMRECTKAV KNOCKOUTS SEPARATEDASF. WTEGRALAASE 4e• a' 6' D' me 0.15 S,. AS gn� O.fO 8' 30' Meo" IT 0'+TIT IT 0.20g6• 6' rT 8i• 1T o3d NOTES 1. No Stage am recoiled. when height is W or less. z: The began of the precast catch begin may be gipped tofarliftate cleaning. a: The reclangular from and grate must be Installed with Me flange down. The fram. may be Vast Into the adjustment section a. Knockouts shall have a Wal "CkneaS of 2' minimum to 25'mavwrrL Provide a 1.5' minimum gap beM+nen Ule kfrockwt wal and the ouNlde of mepleo. Agar the plea Is Instoled, III the gap wIh joint mortar In aPwmamd Mth Standard Spedflcalori 9-04.3; '- AN grade rings risers and castle s shall the Mot In mortar In eccommuco sgai PIPE ALLOWANCES LATCH PIPE M1tA7ER1AL NTlH ANflFtUlA Ii516EGNAE?ER. SABINGam PRORtE Menotak mhonae Z CRSBPO 5WALL w L Pvcq Fvc -: 4' 24' Sp• 9r• 2T W. 5.• as 9a' IT it W AT 36• W E' 46• 52' IT C'F 54• 6T 3W 01 ec• sW m W aft• 4e 90- W m w ass Ka' 9poGnuya4V"ARP' .Slam6 .Pjursu`9[fr..BeSHl1 Standard Speritmilon 0.04.3 - Pj4SW.. Sees.9LRt2117i 0000 4ste.sP.�:so��m�3) 402. PUBLIC WORKS CATCH BASIN TYPE 2 SCD. PIAN - 201.00 DEPARTMENT MARCH 2008 FINISHED GRADE PLASTIC VALVE BOX SET FLUSH W/ FINISHED 0 GRAVEL W/ 8" DIA LID LANDSCAPE GRADE WALKWAY FINISHED GRADE- Y I_ 18" _I THREADED CAF 0 PAVING A , 1 _ :�/i✓<:�iiV'/ �i1%if W�'/�1G NTS Catch Basin Type I Pian gene CONC. CL. 5 (3/4) 2" PEA GRAVEL FILTER FABRIC 8"0 DIP FIBRE JOINT PACKING 45' (1/8) BEND /2 1/B BEND 1 D° 2 9 5/8" RAISED LETTERS-�.-----_. SD'O-STORM DIA PER PLAN SSCO-SANITARY a° DCO IN LANDSCAPE AREAS 1/8a RAISED L217 8 1/T WIDE 7 3 4" / " BORDER 8" 15° W/ CONCRETE RING ---�m PLUG SHALL BE EIZ:Its SEALED IN SAME NOTE: -- ----------Ty MANNER AS MAIN SEWER JOINTS 1. USE ONLY FOR SIDE SEWER AND SERVICE DRAINS WYE OR 1/8 BEND r Storm Drain Cleanout DetaiNIS ls J 4 d -�` u,{A 4��p�,� lFjdr P'AP4: wgarp raxna �]Yi9PL Ile ,aneT»ulHre IMDcFYCfi DNe I 5e69N MAA cnreWen '"'""""f"fSY6Ga. mNA'% ,_-....1.. "'OTA- WTI 'enildm IMM y bc4eWdE ha _'i MaY=n Are r, MMM A 4 M -T1.0, on0n©, S d mve2T*l.p A. Metal and Carom atc D a Plp Bouidli s for Flexible PI. " Vlaelble eme NOTES, I � PwIdo drIM", sopMAH t&dar bnrrel%. ?, Hand tampndar hermcbes.3, Cummeinoiding Tru'j.1IVSB%>�dawlty; dl-gly ;rt Cee, plea° hand D me only„ ovmlmmh'. 4, San and Inmanatlan of Tmnw 1, s�Jby rmanw PPs �ogrodon W Me stanrio d WSDOTtAPWA mnwNap Specifications Sar tlotkh Width W. andtretzhlng _�ES da Mn. options.. T19e pIRe TOry9 WAba lBa acPNl tt&rrcH WlClh. tesx4u rc. ittn+rrinktjum mrwratawkxh shall he t dm a,g 'aa.+wcnkn cats.. cpxNal 5 Trercln lu^-kAll shall mn<orr W'Ssekfllling Seew, Trenches In The eadtary SERIES seelon ofuNe WSCOTAPWA 6Sunderd3 PgryGa•Inp4. ennam that mc[ssTor IGmps IarBar ran I' per •col of plea dlaniefer B. PIw- Arch itahllollon shall rot be used. In Mebeckfill masafal. h, Seo "Bedding Mst4+lal for Flexlec Pipe In segragates .Moor of me WSCOTlAFWA Marded) mo ticiakms for the material s{wclflwtlons. Rlgldf9Pe NOTES; I Plpe'rdmpectMn limits Shruen onmD plan Rre for pipe. wni.Wahon In an AmbaP-kmem. F6ipMecn54urlm. In fl 6enrA, hta tvotMontel IUilts .(lea Plpe ccnki2ctlan zarreshall to the wallsaF uta bex'r. ?. TleMlel one aluminum plpo and pbbamnes stuilltb Commedin g,Withnce'wdPo Tomone 3 CmxielIn accordance cordnlle DO resign A. nt stlall the B>x2flRmanorialy'mavin05' eratt 1, a°+d Insmlhg In Be, Pia nmwith daskJR A. ramPac4b m95%mmlmum detWty; < be Ins to pipe,n design a@tularrel nt.,ahall Method R or C canpactlon ViSCOTIAPWAI be I. Is equfladal l Do docNu A, s CO. Is equal!o the autsldomlartrcler v'a Plpow he atandmtBPedMs'.Ie4s.} awaltlespen Wplp>arcb7tudlmm+slomah�mm O.D. calm 7 maidmunsflRll the O.D, unAl O,D, equals • t'-i!`tos diameters 52`a+aa0h a2"and opens dima¢'x 5'0'. 7-W fur dlametersweanutmand7".and sterns grouter Stan 55", STD; PLAN -- 220.00 PUBISC WORKS PIPE COMPACTION . DEPARTMENT DESIGN AND BACKFILL MARCH 2008 T95.4 nnf 5.3T:13GmN I I� r.18' IS�mA �l NTS 6ACO Trench Drain iz Mlle. dlBt. Plpo Slzo between barrels circular Pips 12" to Z4" 42" wno,. WEE, CMP 30" to 96* dlsim.72 idlametGrJ 502" to-, 80` A8" pipe-amh 18"to 3G". i2". metal only 48'So 192' Mean f.3 (span) 198" to 599^ 4$". NTS Pipe Bedding R-315215 Approved By: Date: s•2. Approved By: Date: 1 l Approved By: Date: Approved By: Date: ARCHITECTS THA CONSULTANT couGHL iN PORTER LUNDEEN 801 SECOND AVENUE -SUITE 900 SEATTLE, WA 98104 P: 206/343-0460 F: 206/343-5691 A CONSULTING STRUCTURAL AND CIVIL ENGINEERING CORPORATION STAMP REVISION NO. 0 PERMIT RESUBMITTAL Q2 PERMIT RESUBMITTAL Q3 PERMIT RESUBMITTAL Renton WA ISSUANCE BID DOCUMENTS PROJECT NUMBER C131436-01 DATE SEPTEMBER 9, 2014 SCALE As Shown DRAWING TITLE DRAINAGE DETAILS SHEET NUMBER C-310 C➢ � Z ■ I m m ID I I I� o ® o D 3 � � Z PS � r9Z L 2 ^Z � N DATE 5/19/14 7/11/14 9/9/14 Renton Highlands Library 3 mEV ay I � p L oz I1` ° IIIA^ p O t ^{ I I p a N I I N 0 n M STANDARD OALVANIZEA STF.Ran"ODER NOTES: t, pNlenslons are rmlN�uvadm on 5a• dametm C& Fmdlerentdametm Cas adiug to mahLln 45°wglNon 'ventral' bare cam T' ac. maximum seating dbars aravKJ Iwur stag turd 2 MSW parts. must be mrimlCn redaWn6 atetl bars mua(be eslveriiedlM ux Ofsted b Ixder. 1 T� deMk bsmerla Mina recanmended /muse m mit k4et b maguey aces4xlvenswan High pdendg brdebds mBectbn IexevPr on type 2 stremrsl a. Tr4s debris berderls rw use outskln of maxi nehb(+vey oHy- IrordaWlscaSesw111tinn�il noM'aYway PUBLIC WORKS OVERFLOW STRUCTURE SPD. PLAN - 234.20 DEPARTMENT MARCH 2008 NTS Overflow Structure �.. G1TCN 6ASW FRAM£ANO VPNED QWITEIDETARXN.[Oj. . m RECTN+QUVR9DJU9TMENTSECt4'Mt 6_, Ofl GRCUNP APIUbRnExTSEtikk! --^-•� 6FWi. iYPILAl IaEE NOTE `vk a F "i :'. FLAT9LPa TOP x' / VCRTARRVP4 WfEGnALe45E PRErJ$T wpH R�FR CATON BASIN DIMENSIONS CATCHAfAXpAM, u1swuA BASE RnNFORCIEt49TEEt OVBASIN WAIJ_ SASEJAETER THREE E95 THICKNESS KNOCKOUT Oler EESun Ia=III. N PACHMRECTKAV KNOCKOUTS SEPARATEDASF. WTEGRALAASE 4e• a' 6' D' me 0.15 S,. AS gn� O.fO 8' 30' Meo" IT 0'+TIT IT 0.20g6• 6' rT 8i• 1T o3d NOTES 1. No Stage am recoiled. when height is W or less. z: The began of the precast catch begin may be gipped tofarliftate cleaning. a: The reclangular from and grate must be Installed with Me flange down. The fram. may be Vast Into the adjustment section a. Knockouts shall have a Wal "CkneaS of 2' minimum to 25'mavwrrL Provide a 1.5' minimum gap beM+nen Ule kfrockwt wal and the ouNlde of mepleo. Agar the plea Is Instoled, III the gap wIh joint mortar In aPwmamd Mth Standard Spedflcalori 9-04.3; '- AN grade rings risers and castle s shall the Mot In mortar In eccommuco sgai PIPE ALLOWANCES LATCH PIPE M1tA7ER1AL NTlH ANflFtUlA Ii516EGNAE?ER. SABINGam PRORtE Menotak mhonae Z CRSBPO 5WALL w L Pvcq Fvc -: 4' 24' Sp• 9r• 2T W. 5.• as 9a' IT it W AT 36• W E' 46• 52' IT C'F 54• 6T 3W 01 ec• sW m W aft• 4e 90- W m w ass Ka' 9poGnuya4V"ARP' .Slam6 .Pjursu`9[fr..BeSHl1 Standard Speritmilon 0.04.3 - Pj4SW.. Sees.9LRt2117i 0000 4ste.sP.�:so��m�3) 402. PUBLIC WORKS CATCH BASIN TYPE 2 SCD. PIAN - 201.00 DEPARTMENT MARCH 2008 FINISHED GRADE PLASTIC VALVE BOX SET FLUSH W/ FINISHED 0 GRAVEL W/ 8" DIA LID LANDSCAPE GRADE WALKWAY FINISHED GRADE- Y I_ 18" _I THREADED CAF 0 PAVING A , 1 _ :�/i✓<:�iiV'/ �i1%if W�'/�1G NTS Catch Basin Type I Pian gene CONC. CL. 5 (3/4) 2" PEA GRAVEL FILTER FABRIC 8"0 DIP FIBRE JOINT PACKING 45' (1/8) BEND /2 1/B BEND 1 D° 2 9 5/8" RAISED LETTERS-�.-----_. SD'O-STORM DIA PER PLAN SSCO-SANITARY a° DCO IN LANDSCAPE AREAS 1/8a RAISED L217 8 1/T WIDE 7 3 4" / " BORDER 8" 15° W/ CONCRETE RING ---�m PLUG SHALL BE EIZ:Its SEALED IN SAME NOTE: -- ----------Ty MANNER AS MAIN SEWER JOINTS 1. USE ONLY FOR SIDE SEWER AND SERVICE DRAINS WYE OR 1/8 BEND r Storm Drain Cleanout DetaiNIS ls J 4 d -�` u,{A 4��p�,� lFjdr P'AP4: wgarp raxna �]Yi9PL Ile ,aneT»ulHre IMDcFYCfi DNe I 5e69N MAA cnreWen '"'""""f"fSY6Ga. mNA'% ,_-....1.. "'OTA- WTI 'enildm IMM y bc4eWdE ha _'i MaY=n Are r, MMM A 4 M -T1.0, on0n©, S d mve2T*l.p A. Metal and Carom atc D a Plp Bouidli s for Flexible PI. " Vlaelble eme NOTES, I � PwIdo drIM", sopMAH t&dar bnrrel%. ?, Hand tampndar hermcbes.3, Cummeinoiding Tru'j.1IVSB%>�dawlty; dl-gly ;rt Cee, plea° hand D me only„ ovmlmmh'. 4, San and Inmanatlan of Tmnw 1, s�Jby rmanw PPs �ogrodon W Me stanrio d WSDOTtAPWA mnwNap Specifications Sar tlotkh Width W. andtretzhlng _�ES da Mn. options.. T19e pIRe TOry9 WAba lBa acPNl tt&rrcH WlClh. tesx4u rc. ittn+rrinktjum mrwratawkxh shall he t dm a,g 'aa.+wcnkn cats.. cpxNal 5 Trercln lu^-kAll shall mn<orr W'Ssekfllling Seew, Trenches In The eadtary SERIES seelon ofuNe WSCOTAPWA 6Sunderd3 PgryGa•Inp4. ennam that mc[ssTor IGmps IarBar ran I' per •col of plea dlaniefer B. PIw- Arch itahllollon shall rot be used. In Mebeckfill masafal. h, Seo "Bedding Mst4+lal for Flexlec Pipe In segragates .Moor of me WSCOTlAFWA Marded) mo ticiakms for the material s{wclflwtlons. Rlgldf9Pe NOTES; I Plpe'rdmpectMn limits Shruen onmD plan Rre for pipe. wni.Wahon In an AmbaP-kmem. F6ipMecn54urlm. In fl 6enrA, hta tvotMontel IUilts .(lea Plpe ccnki2ctlan zarreshall to the wallsaF uta bex'r. ?. TleMlel one aluminum plpo and pbbamnes stuilltb Commedin g,Withnce'wdPo Tomone 3 CmxielIn accordance cordnlle DO resign A. nt stlall the B>x2flRmanorialy'mavin05' eratt 1, a°+d Insmlhg In Be, Pia nmwith daskJR A. ramPac4b m95%mmlmum detWty; < be Ins to pipe,n design a@tularrel nt.,ahall Method R or C canpactlon ViSCOTIAPWAI be I. Is equfladal l Do docNu A, s CO. Is equal!o the autsldomlartrcler v'a Plpow he atandmtBPedMs'.Ie4s.} awaltlespen Wplp>arcb7tudlmm+slomah�mm O.D. calm 7 maidmunsflRll the O.D, unAl O,D, equals • t'-i!`tos diameters 52`a+aa0h a2"and opens dima¢'x 5'0'. 7-W fur dlametersweanutmand7".and sterns grouter Stan 55", STD; PLAN -- 220.00 PUBISC WORKS PIPE COMPACTION . DEPARTMENT DESIGN AND BACKFILL MARCH 2008 T95.4 nnf 5.3T:13GmN I I� r.18' IS�mA �l NTS 6ACO Trench Drain iz Mlle. dlBt. Plpo Slzo between barrels circular Pips 12" to Z4" 42" wno,. WEE, CMP 30" to 96* dlsim.72 idlametGrJ 502" to-, 80` A8" pipe-amh 18"to 3G". i2". metal only 48'So 192' Mean f.3 (span) 198" to 599^ 4$". NTS Pipe Bedding R-315215 Approved By: Date: s•2. Approved By: Date: 1 l Approved By: Date: Approved By: Date: ARCHITECTS THA CONSULTANT couGHL iN PORTER LUNDEEN 801 SECOND AVENUE -SUITE 900 SEATTLE, WA 98104 P: 206/343-0460 F: 206/343-5691 A CONSULTING STRUCTURAL AND CIVIL ENGINEERING CORPORATION STAMP REVISION NO. 0 PERMIT RESUBMITTAL Q2 PERMIT RESUBMITTAL Q3 PERMIT RESUBMITTAL Renton WA ISSUANCE BID DOCUMENTS PROJECT NUMBER C131436-01 DATE SEPTEMBER 9, 2014 SCALE As Shown DRAWING TITLE DRAINAGE DETAILS SHEET NUMBER C-310 C➢ � Z ■ I m m ID I I I� o ® o D 3 � � Z PS � r9Z L 2 ^Z � N DATE 5/19/14 7/11/14 9/9/14 Renton Highlands Library 3 mEV ay I � p L oz I1` ° IIIA^ p O t ^{ I I p a N I I N 0 n M x' / VCRTARRVP4 WfEGnALe45E PRErJ$T wpH R�FR CATON BASIN DIMENSIONS CATCHAfAXpAM, u1swuA BASE RnNFORCIEt49TEEt OVBASIN WAIJ_ SASEJAETER THREE E95 THICKNESS KNOCKOUT Oler EESun Ia=III. N PACHMRECTKAV KNOCKOUTS SEPARATEDASF. WTEGRALAASE 4e• a' 6' D' me 0.15 S,. AS gn� O.fO 8' 30' Meo" IT 0'+TIT IT 0.20g6• 6' rT 8i• 1T o3d NOTES 1. No Stage am recoiled. when height is W or less. z: The began of the precast catch begin may be gipped tofarliftate cleaning. a: The reclangular from and grate must be Installed with Me flange down. The fram. may be Vast Into the adjustment section a. Knockouts shall have a Wal "CkneaS of 2' minimum to 25'mavwrrL Provide a 1.5' minimum gap beM+nen Ule kfrockwt wal and the ouNlde of mepleo. Agar the plea Is Instoled, III the gap wIh joint mortar In aPwmamd Mth Standard Spedflcalori 9-04.3; '- AN grade rings risers and castle s shall the Mot In mortar In eccommuco sgai PIPE ALLOWANCES LATCH PIPE M1tA7ER1AL NTlH ANflFtUlA Ii516EGNAE?ER. SABINGam PRORtE Menotak mhonae Z CRSBPO 5WALL w L Pvcq Fvc -: 4' 24' Sp• 9r• 2T W. 5.• as 9a' IT it W AT 36• W E' 46• 52' IT C'F 54• 6T 3W 01 ec• sW m W aft• 4e 90- W m w ass Ka' 9poGnuya4V"ARP' .Slam6 .Pjursu`9[fr..BeSHl1 Standard Speritmilon 0.04.3 - Pj4SW.. Sees.9LRt2117i 0000 4ste.sP.�:so��m�3) 402. PUBLIC WORKS CATCH BASIN TYPE 2 SCD. PIAN - 201.00 DEPARTMENT MARCH 2008 FINISHED GRADE PLASTIC VALVE BOX SET FLUSH W/ FINISHED 0 GRAVEL W/ 8" DIA LID LANDSCAPE GRADE WALKWAY FINISHED GRADE- Y I_ 18" _I THREADED CAF 0 PAVING A , 1 _ :�/i✓<:�iiV'/ �i1%if W�'/�1G NTS Catch Basin Type I Pian gene CONC. CL. 5 (3/4) 2" PEA GRAVEL FILTER FABRIC 8"0 DIP FIBRE JOINT PACKING 45' (1/8) BEND /2 1/B BEND 1 D° 2 9 5/8" RAISED LETTERS-�.-----_. SD'O-STORM DIA PER PLAN SSCO-SANITARY a° DCO IN LANDSCAPE AREAS 1/8a RAISED L217 8 1/T WIDE 7 3 4" / " BORDER 8" 15° W/ CONCRETE RING ---�m PLUG SHALL BE EIZ:Its SEALED IN SAME NOTE: -- ----------Ty MANNER AS MAIN SEWER JOINTS 1. USE ONLY FOR SIDE SEWER AND SERVICE DRAINS WYE OR 1/8 BEND r Storm Drain Cleanout DetaiNIS ls J 4 d -�` u,{A 4��p�,� lFjdr P'AP4: wgarp raxna �]Yi9PL Ile ,aneT»ulHre IMDcFYCfi DNe I 5e69N MAA cnreWen '"'""""f"fSY6Ga. mNA'% ,_-....1.. "'OTA- WTI 'enildm IMM y bc4eWdE ha _'i MaY=n Are r, MMM A 4 M -T1.0, on0n©, S d mve2T*l.p A. Metal and Carom atc D a Plp Bouidli s for Flexible PI. " Vlaelble eme NOTES, I � PwIdo drIM", sopMAH t&dar bnrrel%. ?, Hand tampndar hermcbes.3, Cummeinoiding Tru'j.1IVSB%>�dawlty; dl-gly ;rt Cee, plea° hand D me only„ ovmlmmh'. 4, San and Inmanatlan of Tmnw 1, s�Jby rmanw PPs �ogrodon W Me stanrio d WSDOTtAPWA mnwNap Specifications Sar tlotkh Width W. andtretzhlng _�ES da Mn. options.. T19e pIRe TOry9 WAba lBa acPNl tt&rrcH WlClh. tesx4u rc. ittn+rrinktjum mrwratawkxh shall he t dm a,g 'aa.+wcnkn cats.. cpxNal 5 Trercln lu^-kAll shall mn<orr W'Ssekfllling Seew, Trenches In The eadtary SERIES seelon ofuNe WSCOTAPWA 6Sunderd3 PgryGa•Inp4. ennam that mc[ssTor IGmps IarBar ran I' per •col of plea dlaniefer B. PIw- Arch itahllollon shall rot be used. In Mebeckfill masafal. h, Seo "Bedding Mst4+lal for Flexlec Pipe In segragates .Moor of me WSCOTlAFWA Marded) mo ticiakms for the material s{wclflwtlons. Rlgldf9Pe NOTES; I Plpe'rdmpectMn limits Shruen onmD plan Rre for pipe. wni.Wahon In an AmbaP-kmem. F6ipMecn54urlm. In fl 6enrA, hta tvotMontel IUilts .(lea Plpe ccnki2ctlan zarreshall to the wallsaF uta bex'r. ?. TleMlel one aluminum plpo and pbbamnes stuilltb Commedin g,Withnce'wdPo Tomone 3 CmxielIn accordance cordnlle DO resign A. nt stlall the B>x2flRmanorialy'mavin05' eratt 1, a°+d Insmlhg In Be, Pia nmwith daskJR A. ramPac4b m95%mmlmum detWty; < be Ins to pipe,n design a@tularrel nt.,ahall Method R or C canpactlon ViSCOTIAPWAI be I. Is equfladal l Do docNu A, s CO. Is equal!o the autsldomlartrcler v'a Plpow he atandmtBPedMs'.Ie4s.} awaltlespen Wplp>arcb7tudlmm+slomah�mm O.D. calm 7 maidmunsflRll the O.D, unAl O,D, equals • t'-i!`tos diameters 52`a+aa0h a2"and opens dima¢'x 5'0'. 7-W fur dlametersweanutmand7".and sterns grouter Stan 55", STD; PLAN -- 220.00 PUBISC WORKS PIPE COMPACTION . DEPARTMENT DESIGN AND BACKFILL MARCH 2008 T95.4 nnf 5.3T:13GmN I I� r.18' IS�mA �l NTS 6ACO Trench Drain iz Mlle. dlBt. Plpo Slzo between barrels circular Pips 12" to Z4" 42" wno,. WEE, CMP 30" to 96* dlsim.72 idlametGrJ 502" to-, 80` A8" pipe-amh 18"to 3G". i2". metal only 48'So 192' Mean f.3 (span) 198" to 599^ 4$". NTS Pipe Bedding R-315215 Approved By: Date: s•2. Approved By: Date: 1 l Approved By: Date: Approved By: Date: ARCHITECTS THA CONSULTANT couGHL iN PORTER LUNDEEN 801 SECOND AVENUE -SUITE 900 SEATTLE, WA 98104 P: 206/343-0460 F: 206/343-5691 A CONSULTING STRUCTURAL AND CIVIL ENGINEERING CORPORATION STAMP REVISION NO. 0 PERMIT RESUBMITTAL Q2 PERMIT RESUBMITTAL Q3 PERMIT RESUBMITTAL Renton WA ISSUANCE BID DOCUMENTS PROJECT NUMBER C131436-01 DATE SEPTEMBER 9, 2014 SCALE As Shown DRAWING TITLE DRAINAGE DETAILS SHEET NUMBER C-310 C➢ � Z ■ I m m ID I I I� o ® o D 3 � � Z PS � r9Z L 2 ^Z � N DATE 5/19/14 7/11/14 9/9/14 Renton Highlands Library 3 mEV ay I � p L oz I1` ° IIIA^ p O t ^{ I I p a N I I N 0 n M NOTES 1. No Stage am recoiled. when height is W or less. z: The began of the precast catch begin may be gipped tofarliftate cleaning. a: The reclangular from and grate must be Installed with Me flange down. The fram. may be Vast Into the adjustment section a. Knockouts shall have a Wal "CkneaS of 2' minimum to 25'mavwrrL Provide a 1.5' minimum gap beM+nen Ule kfrockwt wal and the ouNlde of mepleo. Agar the plea Is Instoled, III the gap wIh joint mortar In aPwmamd Mth Standard Spedflcalori 9-04.3; '- AN grade rings risers and castle s shall the Mot In mortar In eccommuco sgai PIPE ALLOWANCES LATCH PIPE M1tA7ER1AL NTlH ANflFtUlA Ii516EGNAE?ER. SABINGam PRORtE Menotak mhonae Z CRSBPO 5WALL w L Pvcq Fvc -: 4' 24' Sp• 9r• 2T W. 5.• as 9a' IT it W AT 36• W E' 46• 52' IT C'F 54• 6T 3W 01 ec• sW m W aft• 4e 90- W m w ass Ka' 9poGnuya4V"ARP' .Slam6 .Pjursu`9[fr..BeSHl1 Standard Speritmilon 0.04.3 - Pj4SW.. Sees.9LRt2117i 0000 4ste.sP.�:so��m�3) 402. PUBLIC WORKS CATCH BASIN TYPE 2 SCD. PIAN - 201.00 DEPARTMENT MARCH 2008 FINISHED GRADE PLASTIC VALVE BOX SET FLUSH W/ FINISHED 0 GRAVEL W/ 8" DIA LID LANDSCAPE GRADE WALKWAY FINISHED GRADE- Y I_ 18" _I THREADED CAF 0 PAVING A , 1 _ :�/i✓<:�iiV'/ �i1%if W�'/�1G NTS Catch Basin Type I Pian gene CONC. CL. 5 (3/4) 2" PEA GRAVEL FILTER FABRIC 8"0 DIP FIBRE JOINT PACKING 45' (1/8) BEND /2 1/B BEND 1 D° 2 9 5/8" RAISED LETTERS-�.-----_. SD'O-STORM DIA PER PLAN SSCO-SANITARY a° DCO IN LANDSCAPE AREAS 1/8a RAISED L217 8 1/T WIDE 7 3 4" / " BORDER 8" 15° W/ CONCRETE RING ---�m PLUG SHALL BE EIZ:Its SEALED IN SAME NOTE: -- ----------Ty MANNER AS MAIN SEWER JOINTS 1. USE ONLY FOR SIDE SEWER AND SERVICE DRAINS WYE OR 1/8 BEND r Storm Drain Cleanout DetaiNIS ls J 4 d -�` u,{A 4��p�,� lFjdr P'AP4: wgarp raxna �]Yi9PL Ile ,aneT»ulHre IMDcFYCfi DNe I 5e69N MAA cnreWen '"'""""f"fSY6Ga. mNA'% ,_-....1.. "'OTA- WTI 'enildm IMM y bc4eWdE ha _'i MaY=n Are r, MMM A 4 M -T1.0, on0n©, S d mve2T*l.p A. Metal and Carom atc D a Plp Bouidli s for Flexible PI. " Vlaelble eme NOTES, I � PwIdo drIM", sopMAH t&dar bnrrel%. ?, Hand tampndar hermcbes.3, Cummeinoiding Tru'j.1IVSB%>�dawlty; dl-gly ;rt Cee, plea° hand D me only„ ovmlmmh'. 4, San and Inmanatlan of Tmnw 1, s�Jby rmanw PPs �ogrodon W Me stanrio d WSDOTtAPWA mnwNap Specifications Sar tlotkh Width W. andtretzhlng _�ES da Mn. options.. T19e pIRe TOry9 WAba lBa acPNl tt&rrcH WlClh. tesx4u rc. ittn+rrinktjum mrwratawkxh shall he t dm a,g 'aa.+wcnkn cats.. cpxNal 5 Trercln lu^-kAll shall mn<orr W'Ssekfllling Seew, Trenches In The eadtary SERIES seelon ofuNe WSCOTAPWA 6Sunderd3 PgryGa•Inp4. ennam that mc[ssTor IGmps IarBar ran I' per •col of plea dlaniefer B. PIw- Arch itahllollon shall rot be used. In Mebeckfill masafal. h, Seo "Bedding Mst4+lal for Flexlec Pipe In segragates .Moor of me WSCOTlAFWA Marded) mo ticiakms for the material s{wclflwtlons. Rlgldf9Pe NOTES; I Plpe'rdmpectMn limits Shruen onmD plan Rre for pipe. wni.Wahon In an AmbaP-kmem. F6ipMecn54urlm. In fl 6enrA, hta tvotMontel IUilts .(lea Plpe ccnki2ctlan zarreshall to the wallsaF uta bex'r. ?. TleMlel one aluminum plpo and pbbamnes stuilltb Commedin g,Withnce'wdPo Tomone 3 CmxielIn accordance cordnlle DO resign A. nt stlall the B>x2flRmanorialy'mavin05' eratt 1, a°+d Insmlhg In Be, Pia nmwith daskJR A. ramPac4b m95%mmlmum detWty; < be Ins to pipe,n design a@tularrel nt.,ahall Method R or C canpactlon ViSCOTIAPWAI be I. Is equfladal l Do docNu A, s CO. Is equal!o the autsldomlartrcler v'a Plpow he atandmtBPedMs'.Ie4s.} awaltlespen Wplp>arcb7tudlmm+slomah�mm O.D. calm 7 maidmunsflRll the O.D, unAl O,D, equals • t'-i!`tos diameters 52`a+aa0h a2"and opens dima¢'x 5'0'. 7-W fur dlametersweanutmand7".and sterns grouter Stan 55", STD; PLAN -- 220.00 PUBISC WORKS PIPE COMPACTION . DEPARTMENT DESIGN AND BACKFILL MARCH 2008 T95.4 nnf 5.3T:13GmN I I� r.18' IS�mA �l NTS 6ACO Trench Drain iz Mlle. dlBt. Plpo Slzo between barrels circular Pips 12" to Z4" 42" wno,. WEE, CMP 30" to 96* dlsim.72 idlametGrJ 502" to-, 80` A8" pipe-amh 18"to 3G". i2". metal only 48'So 192' Mean f.3 (span) 198" to 599^ 4$". NTS Pipe Bedding R-315215 Approved By: Date: s•2. Approved By: Date: 1 l Approved By: Date: Approved By: Date: ARCHITECTS THA CONSULTANT couGHL iN PORTER LUNDEEN 801 SECOND AVENUE -SUITE 900 SEATTLE, WA 98104 P: 206/343-0460 F: 206/343-5691 A CONSULTING STRUCTURAL AND CIVIL ENGINEERING CORPORATION STAMP REVISION NO. 0 PERMIT RESUBMITTAL Q2 PERMIT RESUBMITTAL Q3 PERMIT RESUBMITTAL Renton WA ISSUANCE BID DOCUMENTS PROJECT NUMBER C131436-01 DATE SEPTEMBER 9, 2014 SCALE As Shown DRAWING TITLE DRAINAGE DETAILS SHEET NUMBER C-310 C➢ � Z ■ I m m ID I I I� o ® o D 3 � � Z PS � r9Z L 2 ^Z � N DATE 5/19/14 7/11/14 9/9/14 Renton Highlands Library 3 mEV ay I � p L oz I1` ° IIIA^ p O t ^{ I I p a N I I N 0 n M 9poGnuya4V"ARP' .Slam6 .Pjursu`9[fr..BeSHl1 Standard Speritmilon 0.04.3 - Pj4SW.. Sees.9LRt2117i 0000 4ste.sP.�:so��m�3) 402. PUBLIC WORKS CATCH BASIN TYPE 2 SCD. PIAN - 201.00 DEPARTMENT MARCH 2008 FINISHED GRADE PLASTIC VALVE BOX SET FLUSH W/ FINISHED 0 GRAVEL W/ 8" DIA LID LANDSCAPE GRADE WALKWAY FINISHED GRADE- Y I_ 18" _I THREADED CAF 0 PAVING A , 1 _ :�/i✓<:�iiV'/ �i1%if W�'/�1G NTS Catch Basin Type I Pian gene CONC. CL. 5 (3/4) 2" PEA GRAVEL FILTER FABRIC 8"0 DIP FIBRE JOINT PACKING 45' (1/8) BEND /2 1/B BEND 1 D° 2 9 5/8" RAISED LETTERS-�.-----_. SD'O-STORM DIA PER PLAN SSCO-SANITARY a° DCO IN LANDSCAPE AREAS 1/8a RAISED L217 8 1/T WIDE 7 3 4" / " BORDER 8" 15° W/ CONCRETE RING ---�m PLUG SHALL BE EIZ:Its SEALED IN SAME NOTE: -- ----------Ty MANNER AS MAIN SEWER JOINTS 1. USE ONLY FOR SIDE SEWER AND SERVICE DRAINS WYE OR 1/8 BEND r Storm Drain Cleanout DetaiNIS ls J 4 d -�` u,{A 4��p�,� lFjdr P'AP4: wgarp raxna �]Yi9PL Ile ,aneT»ulHre IMDcFYCfi DNe I 5e69N MAA cnreWen '"'""""f"fSY6Ga. mNA'% ,_-....1.. "'OTA- WTI 'enildm IMM y bc4eWdE ha _'i MaY=n Are r, MMM A 4 M -T1.0, on0n©, S d mve2T*l.p A. Metal and Carom atc D a Plp Bouidli s for Flexible PI. " Vlaelble eme NOTES, I � PwIdo drIM", sopMAH t&dar bnrrel%. ?, Hand tampndar hermcbes.3, Cummeinoiding Tru'j.1IVSB%>�dawlty; dl-gly ;rt Cee, plea° hand D me only„ ovmlmmh'. 4, San and Inmanatlan of Tmnw 1, s�Jby rmanw PPs �ogrodon W Me stanrio d WSDOTtAPWA mnwNap Specifications Sar tlotkh Width W. andtretzhlng _�ES da Mn. options.. T19e pIRe TOry9 WAba lBa acPNl tt&rrcH WlClh. tesx4u rc. ittn+rrinktjum mrwratawkxh shall he t dm a,g 'aa.+wcnkn cats.. cpxNal 5 Trercln lu^-kAll shall mn<orr W'Ssekfllling Seew, Trenches In The eadtary SERIES seelon ofuNe WSCOTAPWA 6Sunderd3 PgryGa•Inp4. ennam that mc[ssTor IGmps IarBar ran I' per •col of plea dlaniefer B. PIw- Arch itahllollon shall rot be used. In Mebeckfill masafal. h, Seo "Bedding Mst4+lal for Flexlec Pipe In segragates .Moor of me WSCOTlAFWA Marded) mo ticiakms for the material s{wclflwtlons. Rlgldf9Pe NOTES; I Plpe'rdmpectMn limits Shruen onmD plan Rre for pipe. wni.Wahon In an AmbaP-kmem. F6ipMecn54urlm. In fl 6enrA, hta tvotMontel IUilts .(lea Plpe ccnki2ctlan zarreshall to the wallsaF uta bex'r. ?. TleMlel one aluminum plpo and pbbamnes stuilltb Commedin g,Withnce'wdPo Tomone 3 CmxielIn accordance cordnlle DO resign A. nt stlall the B>x2flRmanorialy'mavin05' eratt 1, a°+d Insmlhg In Be, Pia nmwith daskJR A. ramPac4b m95%mmlmum detWty; < be Ins to pipe,n design a@tularrel nt.,ahall Method R or C canpactlon ViSCOTIAPWAI be I. Is equfladal l Do docNu A, s CO. Is equal!o the autsldomlartrcler v'a Plpow he atandmtBPedMs'.Ie4s.} awaltlespen Wplp>arcb7tudlmm+slomah�mm O.D. calm 7 maidmunsflRll the O.D, unAl O,D, equals • t'-i!`tos diameters 52`a+aa0h a2"and opens dima¢'x 5'0'. 7-W fur dlametersweanutmand7".and sterns grouter Stan 55", STD; PLAN -- 220.00 PUBISC WORKS PIPE COMPACTION . DEPARTMENT DESIGN AND BACKFILL MARCH 2008 T95.4 nnf 5.3T:13GmN I I� r.18' IS�mA �l NTS 6ACO Trench Drain iz Mlle. dlBt. Plpo Slzo between barrels circular Pips 12" to Z4" 42" wno,. WEE, CMP 30" to 96* dlsim.72 idlametGrJ 502" to-, 80` A8" pipe-amh 18"to 3G". i2". metal only 48'So 192' Mean f.3 (span) 198" to 599^ 4$". NTS Pipe Bedding R-315215 Approved By: Date: s•2. Approved By: Date: 1 l Approved By: Date: Approved By: Date: ARCHITECTS THA CONSULTANT couGHL iN PORTER LUNDEEN 801 SECOND AVENUE -SUITE 900 SEATTLE, WA 98104 P: 206/343-0460 F: 206/343-5691 A CONSULTING STRUCTURAL AND CIVIL ENGINEERING CORPORATION STAMP REVISION NO. 0 PERMIT RESUBMITTAL Q2 PERMIT RESUBMITTAL Q3 PERMIT RESUBMITTAL Renton WA ISSUANCE BID DOCUMENTS PROJECT NUMBER C131436-01 DATE SEPTEMBER 9, 2014 SCALE As Shown DRAWING TITLE DRAINAGE DETAILS SHEET NUMBER C-310 C➢ � Z ■ I m m ID I I I� o ® o D 3 � � Z PS � r9Z L 2 ^Z � N DATE 5/19/14 7/11/14 9/9/14 Renton Highlands Library 3 mEV ay I � p L oz I1` ° IIIA^ p O t ^{ I I p a N I I N 0 n M NTS Pipe Bedding R-315215 Approved By: Date: s•2. Approved By: Date: 1 l Approved By: Date: Approved By: Date: ARCHITECTS THA CONSULTANT couGHL iN PORTER LUNDEEN 801 SECOND AVENUE -SUITE 900 SEATTLE, WA 98104 P: 206/343-0460 F: 206/343-5691 A CONSULTING STRUCTURAL AND CIVIL ENGINEERING CORPORATION STAMP REVISION NO. 0 PERMIT RESUBMITTAL Q2 PERMIT RESUBMITTAL Q3 PERMIT RESUBMITTAL Renton WA ISSUANCE BID DOCUMENTS PROJECT NUMBER C131436-01 DATE SEPTEMBER 9, 2014 SCALE As Shown DRAWING TITLE DRAINAGE DETAILS SHEET NUMBER C-310 C➢ � Z ■ I m m ID I I I� o ® o D 3 � � Z PS � r9Z L 2 ^Z � N DATE 5/19/14 7/11/14 9/9/14 Renton Highlands Library 3 mEV ay I � p L oz I1` ° IIIA^ p O t ^{ I I p a N I I N 0 n M ay I � p L oz I1` ° IIIA^ p O t ^{ I I p a N I I N 0 n M z W a MATERIALS LEGEND CIP CONCRETE – — — — — – EXPANSION JOINT SCORE JOINT _y_ _ . PROPERTY LINE U SITE LIGHTING, SEE ELECTRICAL NOTE: ALL BOULDERS SHOULD BE WEATHERED HIGH CASCADE BOULDERS FROM MARENAKOS ROCK CENTER ( A� 1 5 MAN BOULDER Bill 1 3-4 MAN BOULDERS c, 2 2-3 MAN BOULDERS ® 2 1-2 MAN BOULDERS FRONTIER RIVER ROCK (MARENAKOS) PLANTINC SCALE: 1'=10'-0' ` .. I• a � I i a II .I 3 BIKE RACKS (TO PARK 6 BIKES), SEE SPECIFICATION 1 PLAZA PAVING LAYOUT LA 103 2 LA 1 oz STORMWATER PLANTER MIX BOULDERS, SEE SCHEDULE FOR CITY. l o_ I NTS oz r, IN CII O - .. bw l f C7 W O I DEDUCT ALTERNATE #2 till s s +� LIGHT GRAY CONCRETE T4. +++; N 3 ca z m 4 m fl ' -m o FIRE HY RANT r i TUFTED HAIR GRASS -..�. I �CAWN' LLAWN. � —PROPERTY LINE, TYP. STYRAX OBASSIA j .LAWN ' �. ala. FRAGRANT SNOWBELL I • • N w "1 C7 ,' // ° MAHONIA REPENS a '-CREEPING — F OREGON GRAPE z NO W w o I OVERHEAD CANOPY, SEE ARCHITECTURE DRAWINGS / S 3 \CONCbETE JOINTING r EXISTING SIDEWALK TO REMAIN Xref\\seNer6\civ1l\_2011\P11 AJ-005\CAD\RHL-Found.dwg 73'-0" .. ON 7/77 7GE/D �ITT � mi I� REFUSE & RECYCLE, SEE RCH. z W a MATERIALS LEGEND CIP CONCRETE – — — — — – EXPANSION JOINT SCORE JOINT _y_ _ . PROPERTY LINE U SITE LIGHTING, SEE ELECTRICAL NOTE: ALL BOULDERS SHOULD BE WEATHERED HIGH CASCADE BOULDERS FROM MARENAKOS ROCK CENTER ( A� 1 5 MAN BOULDER Bill 1 3-4 MAN BOULDERS c, 2 2-3 MAN BOULDERS ® 2 1-2 MAN BOULDERS FRONTIER RIVER ROCK (MARENAKOS) PLANTINC SCALE: 1'=10'-0' ` .. I• a � I i a II .I 3 BIKE RACKS (TO PARK 6 BIKES), SEE SPECIFICATION 1 PLAZA PAVING LAYOUT LA 103 2 LA 1 oz STORMWATER PLANTER MIX BOULDERS, SEE SCHEDULE FOR CITY. SEE CIVIL I l o_ I NTS oz r, IN CII O - .. bw l f C7 W O I till s s +� LIGHT GRAY CONCRETE T4. +++; N 3 ca z m I m fl ' -m FIRE HY RANT r i TUFTED HAIR GRASS -..�. I �CAWN' LLAWN. � —PROPERTY LINE, TYP. STYRAX OBASSIA j .LAWN ' �. FRAGRANT SNOWBELL I • • "1 C7 ,' // MAHONIA REPENS z '-CREEPING OREGON GRAPE NO Mast o I OVERHEAD CANOPY, SEE ARCHITECTURE DRAWINGS / S 3 \CONCbETE JOINTING r SEE CIVIL I l Z CD NTS oz m IN CII O - .. bw l f C7 W O z Qo till s s +� C +++; N 3 ca z m I m ' -m DESCHAMPSIA CESPITOSA .� i TUFTED HAIR GRASS -..�. �CAWN' LLAWN. STYRAX OBASSIA PROPERTY LINE ' i. .LAWN ' �. FRAGRANT SNOWBELL I • • "1 ,' // MAHONIA REPENS '-CREEPING OREGON GRAPE NO SEE CIVIL I MAREWOS'FRONTIER' RIVER ROCK (3"-7") 01 l Z CD NTS oz m TW 348.13 CII O - .. a l f C7 W O z Qo till s s +� C MAREWOS'FRONTIER' RIVER ROCK (3"-7") 01 SUNSET BLVD. NE R 3151 16 0 5' 10' 20' SCALE: 1" = 10'-0" Approved By Approved By - Approved By: Approved By: Date: Date: Date: ARCHITECTS THA CONSULTANT berger 1721 8th Ave N 206 325 6877 Seattle, WA 98109 bergerpannership.com STAMP STATE OF WASHINGTON LICENSED LANDSCAPE ARCHITECT JASON ENY LICENSE NO. 923 EXPIRESON:4M 016 REVISION NO. DATE REVISION 1 5-19-14 PERMIT REVISION 9-09-14 Renton Highlands Library Renton WA ISSUANCE PERMIT REVISIONS PROJECT NUMBER DATE SEPTEMBER 9, 2014 SCALE As Shown DRAWING TITLE LANDSCAPE PLAN SHEET NUMBER LA 101 S7'IG l C3 m NTS oz m TW 348.13 CII + - .. C ® e A11111 Y jig= till s s +� C +++; N 3 ca z m I m ' -m DESCHAMPSIA CESPITOSA .� TUFTED HAIR GRASS -..�. �CAWN' LLAWN. STYRAX OBASSIA PROPERTY LINE ' i. .LAWN ' �. FRAGRANT SNOWBELL I • • "1 ,' // MAHONIA REPENS '-CREEPING OREGON GRAPE EXISTING SIDEWALK TO REMAIN Xref\\seNer6\civ1l\_2011\P11 AJ-005\CAD\RHL-Found.dwg 73'-0" .. SUNSET BLVD. NE R 3151 16 0 5' 10' 20' SCALE: 1" = 10'-0" Approved By Approved By - Approved By: Approved By: Date: Date: Date: ARCHITECTS THA CONSULTANT berger 1721 8th Ave N 206 325 6877 Seattle, WA 98109 bergerpannership.com STAMP STATE OF WASHINGTON LICENSED LANDSCAPE ARCHITECT JASON ENY LICENSE NO. 923 EXPIRESON:4M 016 REVISION NO. DATE REVISION 1 5-19-14 PERMIT REVISION 9-09-14 Renton Highlands Library Renton WA ISSUANCE PERMIT REVISIONS PROJECT NUMBER DATE SEPTEMBER 9, 2014 SCALE As Shown DRAWING TITLE LANDSCAPE PLAN SHEET NUMBER LA 101 S7'IG ay iZ l C3 m NTS oz CII B � C ® e Z Y G) s s C a N 3 ca z m I m ay iZ l o NTS oz ° Q SEE ARCH CIP CONCRETE SITE WALL SCALE: 1" = 1'-0" SEE ARCH WIDTH VARIES CONNECTION TO BUIDING AND WATERPROOF MEMBRANE, SEE ARCH —(2) #4 WIDTH VARIES CONCRETE PAVING, REFER TO CIVIL 95% COMPACTED SUBiRADE 3 I 8" i WIDTH VARIES w z T. W, 348.13', TYP. I III w � —HOLD COATING 2" BELOW TOP OF WALL T.W. 348.13, TYP. / STORMWATER PLANTER SCALE: 1'= 1'-0' NOTE: SEE CIVIL FOR BIORETENTION PLANTER DRAINAGE WIDTH VARIES CONCRETE PAVING, REFER TO CIVIL R-315211 Approved By Datelg/� Approved By: Date: Approved By Date: Approved By Date: ARCHITECTS THA lar_— II r -�—' x CONSULTANT PARTNERSHIP erger 1721 8th Ave N 206 325 6877 Seattle, WA 98109 bergerpartnershiocom STAMP STATE OF WASHINGTON LICENSED LANDSCAPE ARCHITECT JASON tENRY LICENSE NO. 923 E(PIRESON:4MJIP016 REVISION NO. DATE REVISION 1 5-19-14 PERMIT REVISION 9-09-14 Renton Highlands Library Renton WA ISSUANCE PERMIT REVISIONS PROJECT NUMBER DATE SEPTEMBER 9, 2014 SCALE As Shown DRAWING TITLE LANDSCAPE DETAILS SHEET NUMBER LA 102 A M03 ► � z N z O z fel z � 41. m ► ►D ► < I D 3" CLR, MIN„ TYP. I � ► ► I N • 1 I I I Ia I° II d • 0 4 4 ° •ad � v d STORMWATER PLANTER SCALE: 1'= 1'-0' NOTE: SEE CIVIL FOR BIORETENTION PLANTER DRAINAGE WIDTH VARIES CONCRETE PAVING, REFER TO CIVIL R-315211 Approved By Datelg/� Approved By: Date: Approved By Date: Approved By Date: ARCHITECTS THA lar_— II r -�—' x CONSULTANT PARTNERSHIP erger 1721 8th Ave N 206 325 6877 Seattle, WA 98109 bergerpartnershiocom STAMP STATE OF WASHINGTON LICENSED LANDSCAPE ARCHITECT JASON tENRY LICENSE NO. 923 E(PIRESON:4MJIP016 REVISION NO. DATE REVISION 1 5-19-14 PERMIT REVISION 9-09-14 Renton Highlands Library Renton WA ISSUANCE PERMIT REVISIONS PROJECT NUMBER DATE SEPTEMBER 9, 2014 SCALE As Shown DRAWING TITLE LANDSCAPE DETAILS SHEET NUMBER LA 102 A I M03 ► � z N z O z fel z � 41. m ► ►D ► I y ► � z O z fel oz gzn � 41. �O z < I D I � ► ► I N CONCRETE JOINTING SCALE: 1 1/2" = 1'-0' CONTROL JOINT: 3/16" TOOLED RADIUS WITHOUT SHINER (NO TOOL MARKS) OR SAWCUT JOINT (SEE PLANS) COLD JOINT. W/ 1/4" TOOLED RADIUS WITHOUT SHINER (NO TOOL MARKS),TYP. SCORE JOINT (PATTERN JOINT): 3/16" TOOLED RADIUS W/ 3/8" MIN. DEPTH WITHOUT SHINER (NO TOOL MARKS) OR SAWCUT, SEE PLANS (SEE PLAN FOR SCORING PATTERNS) ADJ. SURFACE VARIES, SEE PLANS EXPANSION JOINT: 3/8" WIDE PER 18-14.3 (3). USE WHERE SLABS MEETS ALL VERTICAL SURFACES AND AS INDICATED ON PLANS. 3/16' TOOLED RADIUS ON SLAB EDGE WITHOUT SHINER (NO TOOL MARKS). TOOLED WARNING TEXTURE 42' 4 REBAR AT NOSE, 1 A" CLEAR, TYP. % < i i SCALE: 1" = V-0' FIT TUBE TO POST & NEAT WELD & WASH @ ENDS HANDRAIL SCALE: V= = T-0" 0 rm CONCRETE PAVING, PER CIVIL, TYP. PT SLAB, REFER TO ARCH. PT I �8"#4 PIN @12"O.C. 6" DEPTH CRUSHED ROCK, M�1 COMPACTED TO 95% ON TOP OF 95% I COMPACTED SUBGRADE OR UNDISTURBED NATIVE SOIL. �-- #4 BAR 918" O.C. BOTH WAYS E— BUILDING WELD & GRIND MITRE BREAKS ON TUBE HANDRAIL, TYP. CL CL 1 J'DIA. STAINLESS TUBE STEEL HANDRAIL W/.250" WALL THICKNESS, NP. 3-7" COPE TOP OF POSTS TO RAIL PROFILE 1'-0" SET TO PAVING a 'y X 1 J' SST. BAR POST, TYP. 0 w 3}" x 3}'x J' THICK SST. FLANGE, EPDXY SET TO PAVING GROUTPOST NOTE: ALL VISIBLE SURFACES TO BE BRUSHED FINISH. R-315218 Approved By DoI l Approved By: Date: Approved By Date: Approved By Date: ARCHITECTS THA CONSULTANT PARTNERSHIP erger 1721 8th Ave N 206 325 6877 Seattle, WA 98109 bergerpartnership.com STAMP STATE OF WASHINGTON UCENSED LANDSCAPE ARCHITECT -s JASON KEN Y LICENSE NO. 923 EXPIRES ON: 41912616 REVISION NO. DATE REVISION 1 5-19-14 PERMIT REVISION 9-09-14 Renton Highlands Library Renton WA ISSUANCE PERMIT REVISIONS PROJECT NUMBER DATE SEPTEMBER 9, 2014 SCALE As Shown DRAWING TITLE LANDSCAPE DETAILS SHEET NUMBER LA102B I y z O z M�1 oz 1 � m zn v r P A { N 1 ) PLAZA PAVING LAYOUT 6UALE: 1/8' = 1 -1 R=375219 Approved By Date• Approved By: Date: Approved By Date: Approved By Date: ARCHITECTS T H CONSULTANT PARTNERSHIP erger 1721 8th Ave N 206 325 6877 Seattle, WA 98109 bergerpartnership.com STAMP STATE OF WASHINGTON LICENSED LANDSCAPE ARCHITECT JASON K "Y LICENSE NO. 923 EXPIRESON:4M 016 REVISION NO. DATE REVISION 1 5-19-14 PERMIT REVISION 9-09-14 Renton Highlands Library Renton WA ISSUANCE PERMIT REVISIONS PROJECT NUMBER DATE SEPTEMBER 9, 2014 SCALE As Shown DRAWING TITLE PLANTING LEGEND & DETAILS SHEET NUMBER LA 103 A i � z � m 3 vz m I � � I i mo C INSTALL FERTILIZERS PER ARCHITECTS 3 MANUFACTURERS I v z m PLANTING SCHEDULE RECOMMENDATIONS n TOP DRESSING FERTILIZER T H A TREES 2D AS SPECIFIED CITY BOTANICAL NAME COMMON NAME SIZE/SPACING D TYPICAL FINISHED GRADE A -'—� , -- — y�y W/ 2" LAYER SPECIFIED INSTALL 1"ABOVE 1 •II MULCH. VERIFY SAUCER CONTAINER DEPTH Q CONSULTANT 7 NOTHOFAGUS ANTARTICA SOUTHERN BEECH 3" CAL. MIN. PARTNERSHIP SCORE ROOTBALL3^, ) ( Berger PLACES TO 1/2" DEPTH ^' 1721 8th Ave N 206 325 6877 3 STYRAX OBASSIA FRAGRANT SNOWBELL 2.5" CAL. MIN. ( •� : Seattle, WA 98109 bergerpartnership.com SHRUBS QTY BOTANICAL NAME COMMON NAME SIZE/SPACING + + + + DESCHAMPSIA CESPITOSA'NORTHERN LIGHTS' NORTHERN LIGHTS TUFTED HAIR GRASS 2 GAL.; 12" O.C. O 49 MAHONIA REPENS CREEPING MAHONIA 2 GAL.; 18" O.C. GROUNDCOVERS & GRASSES CITY BOTANICAL NAME COMMON NAME SIZE/SPACING FRAGARIA CHILOENSIS BEACH STRAWBERRY 4" POTS, 12" O.C. LAWN/SOD UNDISTURBED SUBGRADE GROUNDCOVER PLANTING SCALE: V=1'-0' INSTALL 1"ABOVE CONTAINER DEPTI PLACE 2" LAYER OI SPECIFIED MULCH OVER PLANTING B EXCEPTION: PLACI DEPTH SPECIFIED MULCH OVER RHODODENDRON ROOTBALLS. BACKFILL PLANTING PIT WITH SPECIFIED MIX OF NATIVE AND IMPORTED SOIL T i 11 PLANTING FERTILIZER AROUND FOOTBALL BACKFILL W/ APPROVED TOPSOIL REMOVE UNTREATED BURLAP FROM TOP 1/3 OF FOOTBALL. REMOVE TREATED BURLAP OR WIRE BASKETS COMPLETELY. CONTAINER PLANTS -SCORE FOOTBALLS IN 3 PLACES TO 1/2" DEPTH. TOP DRESSING FERTILIZER PROVIDE WATER SAUCER FINISH GRADE OF SOIL PLANT TABS. QUANTITY ACCORDING TO MANUFACTURER'S SPECIFICATIONS. 344,5 CONC. PAVING, STORMWATER PLANTER MIX (%, Y, %) DateL. 27li / Approved T,I�j IF PLANTING PIT IS ACCIDENTALLY Approved QTY BOTANICAL NAME COMMON NAME SIZE/SPACING NOTE: OVER -EXCAVATED, BACKFILL AND v z m N m DETAIL APPLIES TO TREES, SHRUBS COMPACT TO 85%. d CAREX OBNUPTA SLOUGH SEDGE 1 GAL.; 12" O.C. AND GROUNDCOVER PLANTINGS d- v A > > I n ° ° °�° 4�e 4 h � O SHRUB PLANTING SCIRPUS MICROCARPUS SMALL FRUITED BULL RUSH 1GAL.; 12"O.C. ^ °a. d n a� III Ili �F SCALE: 1/2'=V -LY'.; 4 c JUNCUS EFFUSUS COMMON RUSH 1 GAL12" O.C. 344,5 CONC. PAVING, By DateL. 27li / Approved SEE CIVIL Date; Approved By: Date: Approved 2 3 Date: v z m N m m O 0 d a g � d- v A > > I n 4�e 4 h � O III °a. d n a� III Ili 4 c a 2" CLF. MIN n a B I II a � a� III a e a I. c 'd. CIP SEAT WALL JGALC I" = I' -U CIP CONCRETE SEATWALL, TYP. 18" MIN. HT. MAX. 10161wal". 9 #4 REBAR - @ 24" O.C. VERTICAL PAVING, SEE CIVIL #4REBAR- HORIZONTAL @ 12" o.c. SUBGRADE TO 95 PLANT TREE AT SAME GRADE AS NURSERY 24' DIAVEGETATION-FREE— ZONE AT BASE OF ALL c TREES FINISH GRADE PLANTING PITfIl` IIS SCARIFY SIDES & BOTTOM OF PIT DECIDUOUS TREE PLANTING & STAKING SCALE: 1-1/2'-0' R-315210 CINCH TIES OR RUBBER HOSE 2- STAINED WOODEN STAKES, TREES 2-1/2" -3" CAL USE 2 X 4 TREES LESS THAN 2-1/2" CAL. USE 2 X 2 GUY TREES 3" CAL. OR LARGER. FOR PLANTING ON SLOPES, INSTALL PLANT UPRIGHT. LEVEL SOIL TO ASSURE COVERAGE OF ROOTS ON DOWNHILL SIDE OF PLANT. PROVIDE A 2" SAUCER BERM ON THE DOWNHILL SIDE TYPICAL. CUT BURLAP OFF TOP 1/3 OF ROOTBAL MIN 4" BELOW SOIL SURFACE. REMOVE WIRE BASKETS AND NON - BIODEGRADABLE TIES, PLANTING SOIL BACKFILL COMPACTAND WATER SETTLE. DO NOT LEAVE AIR POCKETS. Approved By DateL. 27li / Approved By: Date; Approved By: Date: Approved By: Date: STAMP STATE OF WASHINGTON LICENSED LANDSCAPE ARCHITECT SON REN Y LICENSE NO. 923 EXPIRES ON: 419f2816 REVISION NO. DATE REVISION 1 5-19-14 PERMIT REVISION 9-09-14 Renton Highlands Library Renton WA v ° n � C ay z DATE G1 9 i Z C 1 3 v z m N m m O 0 � PERMIT REVISIONS ay z DATE 0 z ISI �z 1 As Shown z DRAWING TITLE B m O 0 DETAILS g � �i cZi v A > > I n N ISSUANCE PERMIT REVISIONS PROJECT NUMBER DATE SEPTEMBER 9, 2014 SCALE As Shown DRAWING TITLE PLANTING LEGEND & ° DETAILS g � �i cZi SHEET NUMBER LA103B