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Home My WebLink AboutzR-3863SetCn 7 DESCRIPTION LIMITS OF WORK PROPERTY LINE EASEMENT LINE CATCH BASIN INSERT SEDIMENT CATCHMENT AREA SAND BAG BARRIER CENTERLINE FACE OF STRUCTURE ABOVE GRADE FACE OF STRUCTURE BELOW GRADE GRADE BREAK MAJOR GRADING ELEVATION CONTOUR MINOR GRADING ELEVATION CONTOUR STORM DRAIN PERFORATED STORM DRAIN CAPPED OR PLUGGED END CATCH BASIN CLEANOUT MANHOLE TRENCH DRAIN WATER LINE REDUCER WATER METER TRAFFIC CONTROL SIGN LEGEND SYMBOL 0000 ------------------- 49 8" SD 18" PERF SD 1 DESCRIPTION SYMBOL COORDINATE POINT N 19433,544.34 E 294549789.02 GRADING 19546.00 SPOT ELEVATION OF STATE HIGHWAY AND GRADING EXISTING (11546.00) SPOT ELEVATION OUTSIDE DIAMETER GRADING SPOT N 114332544.34 ELEVATION WITH E 29454,789.02 COORDINATE EL = 544.25 CONCRETE WALK a., e C CONCRETE PAVEMENT ASPHALT PAVEMENT RETAINING WALL DEMOLITON LEGEND DESCRIPTION I TEM TO BE REMOVED ITEM TO REMAIN CAP UTILITY, SEE SITE DEMOLITION REMOVE EXISTING ASPHALT PAVEMENT REMOVE EXISTING CONCRETE PAVEMENT ABBREVIATIONS AASHTO AMERICAN ASSOCIATION DET DETAI L OC ON CENTER SH1.01 OF STATE HIGHWAY AND DETN DETENTION OD OUTSIDE DIAMETER SH3.01 TRANSPORTATION OFFICIALS DI DUCTILE IRON OPNG OPENING ACI AMERICAN CONCRETE INSTITUTE DIA DIAMETER OPP OPPOSITE (HAND) AI SC AMERICAN INSTITUTE OF STEEL DI AG DIAGONAL OPT OPTION (-AL) CONSTRUCTION DICA DRILLED -IN CONCRETE ANCHOR ORIG ORIGINAL AISI AFRICAN IRON AND STEEL DIM DIMENSION OWS OIL/WATER SEPARATOR I NSTI TUTE DI R DI RECTI ON ANSI AFRICAN NATIONAL STANDARDS DS DOWNSPOUT PC POINT OF CURVATURE INSTITUTE DWG DRAWING PCC POINT OF COMPED CURVATURE APWA AFRICAN PUBLIC WORKS DWL DOWEL PED PEDESTRIAN ASSOCIATION PERF PERFORATED ASTM AMERICAN SOCIETY FOR TESTING E EAST, ELECTRICAL PERP PERPENDICULAR AND MATERIALS EA EACH PI POINT OF INTERSECTION AWPA AMERICAN WOOD PRODUCTS EJ EXPANSION JOINT PI V POST INDICATOR VALVE ASSOCIATION EL ELEVATION PL PROPERTY LINE AWWA AFRICAN WATER WORKS ELEC ELECTRICAL PLC PLACE ASSOCIATION EMBED EMBED (-DED, -HENT) PRC POINT OF REVERSE CURVATURE NEC NATIONAL ELECTRICAL CODE ENGR ENGINEER PSF POUNDS PER SQUARE FOOT WABO WASHINGTON ASSOCIATION OF EPV ELEC POWER VEHICLE PSI POUNDS PER SQUARE INCH BUILDING OFFICIALS EQ EQUAL PT POINT OF TANGENCY EQUIP EQUIPMENT PVC POLYVINYL CHLORIDE & AND EW EACH WAY PVMT PAVEMENT Q AT EXI ST EXISTING A DEFLECTION ANGLE EXP EXPANSION R RADI US ° DEGREE EXT EXTERIOR RCMD RECOMMEND (-ED) 0 DIAMETER RCP REINFORCED CONCRETE PIPE NUMBER FD FLOOR DRAIN, FOUNDATION RED REDUCER DRAIN REF REFER (-ENCE) ABAN ABANDON (-ED) FDC FIRE DEPARTMENT CONNECTION REINF REINFORCE (-D,-MENT), ABC AGGREGATE BASE COURSE FDN FOUNDATION REINFORCING AC ASBESTOS CEMENT, FH FI RE HYDRANT REQD REQUI RED ASPHALT CONCRETE FIN FINISH (-ED) RET RETAINING AD AREA DRAIN FL FLANGE, FLOOR, FLOWLINE REV REVISION ADD ALT ADDITIVE ALTERNATE FM FORCE MAIN RIM RIM ELEVATION ADDL ADDITIONAL FT FOOT, FEET RJ RESTRAINED JOINT ADJ ADJACENT, FTG FOOTING ROW RIGHT-OF-WAY ADJUST (-ED, -MENT, -ABLE) RT RI GHT AGGR AGGREGATE G GAS, GUTTER RW RETAINING WALL ALT ALTERNATE, ALTERNATIVE GA GAGE, GAUGE APPD APPROVED GAL GALLON S SLOPE, SOUTH APPROX APPROXIMATE (-LY) GALV GALVANIZE (-D) SCHED SCHEDULE ARCH ARCHITECT (-URAL) GB GRADE BREAK SD STORM DRAIN ASSY ASSEMBLY GEN GENERAL SDMH STORM DRAIN MANHOLE ATB ASPHALT TREATED BASE GPM GALLONS PER MINUTE SE SOUTHEAST GV GATE VALVE SECT SECTION BLDG BUILDING SED SEDIMENTATION BLK BLOCKING H HORIZONTAL SF SQUARE FEET BM BEAM, BENCH MARK HDPE HI GH DENSI TY POLYETHYLENE SHT SHEET BOC BACK OF CURB HH HANDHOLD SIM SIMILAR BOT BOTTOM HORIZ HORIZONTAL SOG SLAB ON GRADE BW BOTTOM OF WALL HP HI GH POI NT SPC SPACE BRG BEARING HT HEI GHT SPEC SPECIFICATION BSMT BASEMENT HTB HORIZONTAL THRUST BLOCK SS SANITARY SEWER BTWN BETWEEN HYD HYDRANT SSMH SANITARY SEWER MANHOLE SSFM SANITARY SEWER FORCE MAIN C&G CURB AND GUTTER ID INSIDE DIAMETER STA STATION CANT CANTILEVER IE INVERT ELEVATION STD STANDARD CART CARTRIDGES INCL INCLUDE (-D), INCLUDING STF STORMFI LTER CB CATCH BASIN INFO INFORMATION STRUC STRUCTURAL, STRUCTURE CC CENTER TO CENTER INT INTERIOR, INTERSECTION SV STORM VAULT CF CURB FACE INV INVERT SW SOUTHWEST CDF CONTROLLED DENSITY FILL IRR IRRIGATION SYM SYMMETRICAL CFS CLIC FEET PER SECOND CI CAST IRON JT JOINT TB THRUST BLOCK CI P CAST -IN-PLACE TC TOP OF CURB CJ CONSTRUCTION JOINT LAT LATERAL TE TOP ELEVATION CL CENTERLINE LB POUND TEMP TEMPORARY CLR CLEAR (-ANCE) LF LINEAL FEET TESC TEMPORARY EROSION AND CMP CORRUGATED METAL PIPE LOC LOCATE (-D), LOCATION SEDIMENTATION CONTROL CNR CORDER LP LOW POINT TOC TOP OF CONCRETE CO CLEAN OUT LT LEFT TOF TOP OF FOOTING COL COLUMN TW TOP OF WALL COR CITY OF RENTON MATL MATERIAL TR TOP OF RAMP COMB COMBINATION MAX MAXIMUM TYP TYPICAL CONI COMMUNICATION MECH MECHANICAL CONC CONCRETE MER MANUFACTURER UNO UNLESS NOTED OTHIERWISE COND CONDUIT, CONDITION F MANHOLE UTIL UTILITY CONI CONNECT (-ION) MIC MONUMENT IN CASE CONST CONSTRUCTION MIN MINIMUM V VERTICAL CONT CONTINUATION, CONTINUE, MISC MISCELLANEOUS VAC VACUUM CONTINUOUS MJ MECHANICAL JOINT VDM VERTICAL DRAINAGE MATERIAL CONTR CONTRACTOR ML MATCHLINE VERT VERTICAL COORD COORDINATE, COORDINATION MON MONUMENT VOL VOLUME CORP CORPORATION MSE MECHANICALLY STABILIZED EARTH CP CENTER POINT MUTCD MANUAL ON UNIFORM TRAFFIC W WATER, WEST CTB CEMENT TREATED BASE CONTROL DEVICES W/ WITH CTR CENTER WP WORK POINT CU CUBIC N NORTH WPJ WEAKENED PLANE JOINT CULV CULVERT NE NORTHEAST WSDOT WASHINGTON STATE DEPARTMENT CV CHECK VALVE NIC NOT IN CONTRACT OF TRANSPORTATION NOM NOMINAL WT WEIGHT DEG DEGREE NTS NOT TO SCALE DEMO DEMOLISH, DEMOLITION NW NORTHWEST YR YEAR DEPT DEPARTMENT 2 i 3 GENERAL NOTES 1. WORK SHALL CONFORM TO THE CITY OF RENTON STANDARD PLANS FOR ROAD, BRIDGE AND MUNICIPAL CONSTRUCTION, LATEST EDITION. A COPY OF THIS DOCUMENT SHALL BE ON SITE DURING CONSTRUCTION. 2. EXISTING CONDITIONS SHOWN ARE PER THE PROJECT SITE SURVEY PROVIDED BY BUSH, ROED & HITCHINGS, INC. DATED 05/05/15. TIE CONTRACTOR SHALL VERIFY THE EXISTING CONDITIONS PRIOR TO COMMENCEMENT OF CONSTRUCTION ACTIVITIES. 3. THE LIMITS OF WORK INDICATED ON THE CIVIL DRAWINGS APPLY TO THE SITE AND UTILITY WORK AS SHOWN ON THE CIVIL DRAWINGS. THERE MAY BE WORK OUTSIDE OF THE LIMITS OF WORK INDICATED BY OTHER DISCIPLINES OR TRADES. 4. SEE THE CIVIL DRAWINGS FOR CIVIL LIMITS OF WORK. UNDER NO CIRCUMSTANCES SHALL WORK BE DONE OUTSIDE THE LIMITS OF WORK UNLESS INDICATED, WITHOUT ARCHITECT'S APPROVAL. ANY WORK DONE IN AREA ADJACENT TO THE LIMITS OF WORK SHALL BE CARRIED OUT ON THE PROJECT SITE ONLY. 5. HORIZONTAL DATUM: NAD -83/91 BASIS OF BEARING: BETWEEN CITY OF RENTON MONUMENT ID* 370 & CITY OF RENTON MONUMENT ID* 22 (N86 °48'19'0 MONUMENT ID* 370 OWNER: CITY OF RENTON DESCRIPTION: 3/8 IN CU PLUG ON CONC. MON. IN CASE DN 1.6' LOCATION: INTERSECTION OF 6TH AVE N AND RIVERSIDE DR. NORTHING: 182500.89 EASTING: 1299535.15 MONUMENT ID* 22 OWNER: CITY OF RENTON DESCRIPTION: 1-1/2 IN BRASS DISC W/PUNCH ON CONC. MON. IN CASE, DN. 0.6' LOCATION: IN A MONUMENT CASE IN THE CONSTRUCTED CENTERLINE OF BURNETT AVE. N. APPROX. 5' SOUTHERLY OF THE CONSTRUCTED INTERSECTION OF N 6TH ST. & BURNETT AVE. N. NORTHING: 182576.29 EASTING: 1300886.01 VERTICAL DATUM: NAVD-88 6. THE CONTRACTOR SHALL CONTACT THE UTILITY NOTIFICATION CENTER (1-800-424-5555) PRIOR TO START OF ANY WORK. THE CONTRACTOR SHALL ALSO BE RESPONSIBLE FOR OBTAINING THE SERVICES OF A PROFESSIONAL UNDERGROUND UTILITY LOCATION SERVICE TO LOCATE AND MAINTAIN MARKINGS THAT INDICATE LOCATIONS OF UNDERGROUND UTILITIES IN THE CONSTRUCTION AREA. DRAWING LIST SHEET SHEET TITLE C1.01 GENERAL RTES, LEGEND, ABBREVIATIONS AND DRAWING LIST C1.02 NOTES C1.03 CITY OF RENTON STANDARD NOTES C2.01 TEMPORARY EROSION AND SEDIMENTATION CONTROL PLAN C2.11 SITE DEMOLITION PLAN C2.21 SITE AND PAVING PLAN C2.22 SITE AND PAVING PLAN C2.31 GRADING PLAN C2.41 STORM DRAIN PLAN C2.51 FOUNDATION DRAINAGE PLAN C2.61 WET UTILITIES PIAN C3.01 SECTIONS AND DETAILS C3.02 SECTIONS AND DETAILS C3.03 SECTIONS AND DETAILS C3.04 SECTIONS AND DETAILS C3.05 SECTIONS AND DETAILS C3.07 STANDARD DETAILS C3.06 STANDARD DETAILS C3.09 STANDARD DETAILS SH1.01 SHORING NOTES SH1.02 SHORING NOTES SH2.01 SHORING PLAN SH3.01 SHORING PROFILES SH4.01 SECTIONS AND DETAILS SH5.01 SHORING SCHEDULE 3 D. 29564 �ssroNAL s� fD� PERMIT DRAWNGS Drawing Title GENERAL NOTES, LEGEND, AMNEWATXW6 AND DRAW NG LIST Drawing scales indicated apply to 30" x 42" drawing sheets. Scale may not be accurate if drawing plots are less than this size. Revisions Number Description Date Permit 9/25/2015 1 Revisions R.386301 Drawn by TDY Checked by .SDH IN COMPLIANCE, WrM CM, OF:Date 9IM2015 Project No BY: D'�p 212033 AR'E ....,-.=�: _.. :+ ..�......,..,.. Consultant Project No B DATE -- Owner Project No D1►'T' Drawing No BY: _C1 001 4 CD 2� 630/ n Z Z z O z �Z j� z Z 'p 00 C � m C° m Z I a �z M M n M 0 z � D M W n Z Z z O z rr� 00 C° m r c i� I a �z 1 n z � M W TEMPORARY EROSION AND SEDIMENTATION CONTROL NOTES 1. REFER TO SHEET C1.03 FOR ADDITIONAL CITY OF RENTON EROSION AND SEDIMENTATION CONTROL NOTES AND REQUIREMENTS. 2. TEMPORARY EROSION CONTROL MEASURES SHALL BE IN PLACE AND APPROVED BY THE CITY OF RENTON PRIOR TO LAND CLEARING AND ALL OTHER CONSTRUCTION TO ENSURE THAT SILT -LADEN WATER DOES NOT ENTER THE DRAINAGE SYSTEM. D 3. AS CONSTRUCTION PROGRESSES AND SEASONAL CONDITIONS DICTATE, THE TEMPORARY EROSION AND SEDIMENTATION CONTROL FACILITIES SHALL BE MAINTAINED AND/OR ALTERED AS REQUIRED TO ENSURE CONTINUING EROSION AND SEDIIrIENTAT10tJ CONTROL. 4. THE TEMPORARY EROSION SEDIMENTATION CONTROL FACILITIES SHOWN ARE INTENDED TO BE MINI11Uwl REQUIREMENTS. ADDITIONAL FACILITIES SHALL BE INSTALLED AS NECESSARY AND MAINTAINED BY THE CONTRACTOR FOR THE DURATION OF THE CONTRACT TO PREVENT DOWNSTREAM EROSION AND SEDIMENTATION. 5. THE IMPLEMENTATION, MAINTENANCE, REPLACEMENT AND ADDITIONS TO THE TEMPORARY EROSION SEDIMENTATION CONTROL FACILITIES SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. ANY DOWNSTREAM DAMAGE DUE TO THE FAILURE BY THE CONTRACTOR TO FULFILL THESE REQUIREMENTS WILL BE THE CONTRACTORS LIABILITY. 6. THE CONTRACTOR'S CONSTRUCTION AND EXCAVATION SHALL CONFORM TO THE APPLICABLE REQUIREMENTS OF THE CITY OF RENTON FOR SEDIMENT CONTROL. THE CONTRACTOR SHALL CONFORM TO ALL CITY, COUNTY, STATE, AND FEDERAL ORDINANCES GOVERNING AIR POLLUTION CONTROL. 7. THE TEMPORARY EROSION CONTROL MEASURES SHALL BE MAINTAINED IN A SATISFACTORY CONDITION UNTIL SUCH TIME THAT CONSTRUCTION IS COMPLETE AND THE OWNERS REPRESENTATIVE HAS GIVEN INSTRUCTIONS TO REMOVE THE EROSION CONTROL MEASURES. '~ 16. INSTALL SITE LANDSCAPING TO STABILIZE THE SITE. w 17. CLEAN STORM DRAINAGE SYSTEMS (CATCH BASINS, MANHOLES AND PIPES) AN REMOVE � TEMPORARY EROSION CONTROL FACILITIES AFTER THE CITY HAS APPROVED THE PERMANENT STABILIZATION AND IS SATISFIED THAT THERE IS NO LONGER A RISK OF EROSION. 0 N cz� 0 18. WHEN GRADING OPERATIONS ARE COMPLETE OR DIRECTED BY THE OWNER'S REPRESENTATIVE, REMOVE CONSTRUCTION ACCESS AND INSTALL APPROVED PERMANENT LANDSCAPING TO ALL EXPOSED SOILS. 19. REPLACE AND/OR REPAIR ALL SURFACES OR FEATURES TO REMAIN THAT WERE DAMAGED DURING CONSTRUCTION. NOTE: NOTES ON SHEET C1.02 APPLY IN ADDITION TO THE CITY OF RENTON STANDARD NOTES ON SHEET C1.03. WHERE CONFLICTS OCCUR BETWEEN NOTES ON SHEETS C1.02 AND C1.03, THE CITY OF RENTON NOTES ON SHEET C1.03 SHALL GOVERN. 20. SUGGESTED CONSTRUCTION SEQUENCE: A. FOLLOW CITY OF RENTON CONSTRUCTION SEQUENCE PER SHEET C1.03 AND INCORPORATE ADDITIONAL ITEMS BELOW WITHIN THE SEQUENCE AS SHOWN. B. STOCKPILE TEMPORARY EROSION AND SEDIMENTATION CONTROL MATERIALS ON SITE. C. INSTALL CATCH BASIN INSERTS. D. INSTALL SEDIMENT BARRIER AND SEDIMENT CATCHMENT AREAS. E. INSTALL A BAKER TALC SYSTEM. F. REMOVE SITE PAVING AN CURBS, STRUCTURES AS INDICATED. G. ROUGH GRADE SITE AND AMEN EROSION CONTROL FACILITIES AS REQUIRED. H. CONSTRUCT SITE IMPROVEMENTS. I. MAINTAIN TEMPORARY EROSION AN SEDIMENTATION FACILITIES DURING CONSTRUCTION AND AMEND AS NECESSARY TO PREVENT EROSION AN SILT -LADEN STORM WATER FROM DISCHARGING OFF THE SITE. J. INSTALL SITE LANDSCAPING TO STABILIZE THE SITE. K. CLEAN STORM DRAINAGE SYSTEMS (CATCH BASINS, MANHOLES AND PIPES) AN REMOVE TEMPORARY EROSION CONTROL FACILITIES AFTER THE CITY HAS APPROVED THE PERMANENT STABILIZATION AND IS SATISFIED THAT THERE IS NO LONGER A RISK OF EROSION. L. WHEN GRADIN OPERATIONS ARE COMPLETE OR DIRECTED BY THE OWNER'S REPRESENTATIVE, REMOVE CONSTRUCTION ACCESS AN INSTALL APPROVED PERMANENT LANDSCAPING TO ALL EXPOSED SOILS. M. REPLACE AND/OR REPAIR ALL SURFACES OR FEATURES TO REMAIN THAT WERE DAMAGED DURING CONSTRUCTION. SITE DEMOLITION NOTES 1. THE CONTRACTOR SHALL PROVIDE, ERECT AND MAINTAIN ALL TEMPORARY BARRIERS AND SECURITY DEVICES AS NECESSARY FOR THE PROTECTION OF THE ADJACENT PUBLIC IMPROVEMENTS WITHIN THE STREET RIGHT-OF-WAYS. 2. THE CONTRACTOR SHALL OBTAIN ALL REQUIRED CITY OF RENTON DEMOLITION PERMITS BEFORE COMMENCING DEMOLITION. 3. SITE DEMOLITION SHALL BE IN ACCORDANCE WITH THE APPLICABLE CONDITIONS OF THE PROJECTS DEMOLITION PERMIT. 4. THE CONTRACTOR SHALL COORDINATE THE REMOVAL, ABANDONMENT AN/OR CAPPING OF EXISTING UTILITIES WITH THE APPLICABLE UTILITY AGENCY, INCLUDING BUT NOT LIMITED TO: A. EXISTING WATER CONNECTIONS (CITY OF RENTON). B. EXISTING NATURAL GAS CONNECTIONS (PUGET SOLID ENERGY). C. EXISTING TELEPHONE CONNECTIONS (QWEST AND/OR AT&T). D. EXISTING STORM DRAINAGE AND SANITARY SIDE SEWERS (CITY OF RENTON). E. EXISTING POWER CONNECTIONS (PUGET SOUND ENERGY). 5. EXCAVATION FOR REMOVAL OF FOUNDATIONS, SLABS ON GRADE AND UTILITIES SHALL BE IN ACCORDANCE WITH THE PROJECTS GEOTIECHNICAL ENIGINEERING REPORT BY SOIL AND ENVIRONMENTAL ENTAL EMGI KERS INC. DATED 04/20/15. THE CONTRACTOR SHALL COMPLY WITH THE REPORT RECOMMIERUTi ONS FOR TEMPORARY CONSTRUCTION SLOPES AND SHALL NOT EXCEED THOSE SLOPES WITHOUT PRIOR APPROVAL OF THE GEOTECHNICAL ENGINEER. 6. CAP OR PLUG UTILITY SERVICES AT THE LIMITS OF EXCAVATION OR AT THE LIMITS OF DEMOLITION, UNLESS NOTED OTHERWISE. 7. CONTRACTOR SHALL VERIFY THAT ALL TELEPHONE AND COMMUNICATIONS WIRES AND CONDUCTORS HAVE BE DECOMMISSIONED PRIOR TO REMOVAL OF COMMUNICATIONS AND TELEPHONE DUCTBANK CONDUITS AND VAULTS. 8. CLEAR AND GRUB ALL LANDSCAPED AND NON -PAVED AREAS WITHIN THE LIMITS OF WORK. 9. DEMOLITION ASSOCIATED WITH ELECTRICAL LINES AND APPURTENANCES SHALL BE COORDINATED WITH THE ELECTRICAL DRAWINGS. DEMOLITION FOR SPECIFIC ELECTRICAL ITEM INDICATED ON THE DEMOLITION PLANS SHALL NOT BE CARRIED OUT UNTIL POWER SOURCES TO THE ITEMS INDICATED FOR REMOVAL HAVE BEEN MADE SAFE. 10. REMOVE EXISTING CONCRETE WALK TO FULL DEPTH. 11. REMOVE EXISTING ASPHALT CONCRETE PAVEMENT TO FULL DEPTH. 12. PROTECT ALL EXISTING STRUCTURES AND FOUNDATIONS TO REMAIN WITHIN THE LIMITS OF WORK DING CONSTRUCTION. CONTRACTOR SHALL PROVIDE SHORING AS REQUIRED IN ORDER TO NOT IMPACT EXISTING STRUCTURES, LANDSCAPING AND FOUNDATIONS. 13. PROTECT ALL EXISTING UTILITIES INDICATED TO REMAIN FROM DAMAGE AT ALL TIMES DURING CONSTRUCTION. CONTRACTOR SHALL PROVIDE TEMPORARY SHORING AS REQUIRED TO ENSURE ADEQUATE PROTECTION OF UTILITIES TO REMAIN AND THEIR APPURTENANCES. CONTRACTOR SHALL FIELD VERIFY EXISTING CONDITIONS PRIOR TO COMMENCEMENT OF DEMOLITION OPERATIONS AN NOTIFY THE ENGINEER OF ANY DISCREPANCIES. 14. SEE LANDSCAPE DRAWINGS FOR TREE PROTECTION. INSTALL ALL TREE PROTECTION PRIOR TO STARTING ANY OTHER WORK. STORM DRAIN NOTES 1. REFER TO SHEET C1.03 FOR ADDITIONAL CITY OF RENTON SURFACE WATER NOTES AN REQUIREMENTS. 2. INSTALL CATCH BASIN INSERTS UNDER ALL CATCH BASIN AN AREA DRAIN GRATES IMMEDIATELY AFTER INSTALLATION. SEE TEMPORARY EROSION AND SEDIMENTATION CONTROL NOTES. 3. TOP ELEVATION FOR ALL CATCH BASINS WITH SOLID COVER SHALL MATCH FINISH GRADE. 4. UNLESS NOTED OTHERWISE, THE CONTRACTOR MAY USE ANY COMBINATION OF PREFABRICATED FITTINGS (TEES, BENDS AND WYES) AT LOCATIONS WHERE STORM CONNECTION POINTS OF INTERSECTION (PI) ARE INDICATED. PREFABRICATED FITTINGS MAY BE ADXSTED AS REQUIRED TO MAINTAIN POSITIVE SLOPE AND DRAINAGE. DERE SPECIFICALLY INDICATED, THE CONTRACTOR SHALL PROVIDE THE FITTINGS AS SHOWN. 5. COORDINATE POINTS SHOWN FOR ALL CATCH BASINS ARE TO THE CENTER OF THE FRAME AND GRATE, UNLESS NOTED OTHERWISE. 6. CATCH BASINS ARE TYPE 1, UNLESS NOTED OTHERWISE. 7. BACKFILLING SHALL BE IN ACCORDANCE WITH CITY OF RENTON STANDARD 220.00 AS APPLICABLE, FOR STORM DRAIN. 8. LENGTHS OF PIPING SHOWN ARE FROM CENTER OF STRUCTURE OR CENTER OF FITTING AND ARE SHOWN FOR INFO►TION ONLY. ALL PIPING SHALL BE INSTALLED AT THE LOCATION SHOWN ON THE PLANS AND LOCATED BY COORDINATES OR DIMENSIONS. FOUNDATION DRAINAGE NOTES 1. REFER TO SHEET 01.03 FOR ADDITIONAL CITY OF NENTON Sl�2FACE WATER NOTES AND REQUIREMENTS. 2. FOUNDATION MAINS SHALL BE SLOPED AT A UNIFORM GRADE BETWEEN INVERT ELEVATIONS SHOWN. MINIMUM SLOPE OF FtATION DRAINS IS 0.20 PERCENT UNLESS NOTED OTHERWISE. 3. UNLESS NOTED OTHERWISE, THE CONTRACTOR MAY USE ANY COMBINATION OF PREFABRICATED FITTINGS (TEES, BENDS AND WYES) FOR INSTALLATION OF THE FOIATION AND UNDERSLAB DRAINS. PREFABRICATED FITTINGS MAY BE ADJUSTED AS REQUIRED TO MAINTAIN POSITIVE SLOPE AND DRAINAGE. WHERE SPECIFICALLY INDICATED THE CONTRACTOR SHALL PROVIDE THE FITTINGS AS SHOWN. WATER AND SEWER NOTES 1. REFER TO SHEET C1.03 FOR ADDITIONAL CITY OF RENTON SURFACE WATER RTES AND REQUIREMENTS. 2. WATER LINES 3" ANBD LARGER SHALL BE RESTRAINED JOINT. 3. WATER LIDS 10" AN LARGER SHALL HAVE A MINIMI COVER OF 4 FEET. WATER LINES SMALLER THAN 10" SHALL HAVE A MINIMI COVER OF 3 FEET. 4. BACKFILLING SHALL BE IN ACCORDANCE WITH CITY OF RENTON STANDARD 220.00 AS APPLICABLE, FOR SEWER AND WATER. 5. LENGTHS OF PIPING SHOWN ARE FROM EDGE OF STRUCTURE OR CENTER OF FITTING AND ARE SHOWN FOR INFORMATION ONLY. ALL PIPING SHALL BE INSTALLED AT THE LOCATION SHOWN ON THE PLANS AND LOCATED BY COORDINATES OR DIMENSIONS. 6. MAINTAIN A MINIMUM OF 12 INCHES CLEAR AT CROSSINGS WITH UTILITIES OTHER THAN SANITARY SEWER LINES. WATER LINE SHALL PASS ICER THE OTHER UTILITY IF THE MINIMI SPECIFIED COVER CANNOT BE OBTAINED. TOP ELEVATION FOR ALL UTILITY VAULTS SHALL MATCH FINISH GRADE. SLOPE VAULT LIDS AS REQUIRED. SITE AND PAVING NOTES 1. DIMENSIONS ARE TO FACE OF CURB UNLESS NOTED OTHERWISE. 2. EXTERIOR CONCRETE PAVEMENT JOINTS SHALL BE CONTROL JOINTS WITH A MAXIMI SPACING OF 15 FEET ON CENTER. PAVEMENT PANEL LENGTH TO WIDTH RATIO SHALL NOT EXCEED 1.25. AT THE CONTRACTOR'S OPTION, THE CONTRACTOR MAY SUBSTITUTE CONSTRUCTION JOINTS FOR CONTROL JOINTS. ALL JOINTS SHALL BE COORDINATED WITH THE LANDSCAPE PLANS. 3. APPLY A BITUMINOUS TACK COAT AT ALL LOCATIONS WHERE ASPHALT PAVEMENT ABUTS ANY BUILDING STRUCTURE, UTILITY APPURTENANCE OR OTHER PAVEMENT TYPE. 4. CONCRETE FOR EXTERIOR SITE FACILITIES, INCLUDING CURBS, SIDEWALKS, PADS, THRUST BLOCKING, FENCE POST AND BOLLARD FOUNDATIONS RAMPS, AND UTILITY STRUCTURES SHALL BE IN ACCORDANCE WITH SPECIFICATION SECTION 033000, "CAST -IN-PLACE CONCRETE AND SHALL HAVE A MI NI MIiUM COMPRESSIVE STRENGTH OF 3000 PSI AT 28 DAYS. MAXIMUM WATER/CEMENT RATIO SHALL BE 0.45 AND CONCRETE SHALL HAVE 5 PLUS OR MINUS 0.5 PERCENT AIR ENTRAINMENT. CONCRETE FOR SITE. RETAINING WALLS SHALL BE IN ACCORDANCE WITH SPECIFICATION SECTION 033000, "CAST -IN-PLACE CONCRETE" -AND SHALL HAVE A MINIMA COMPRESSIVE STRENGTH OF 4000 PSI AT 28 DAYS, MAXIMUM WATER/CEMENT RATIO SHALL BE 0.45 AND CONCRETE SHALL HAVE 5 PLUS OR MINAS 0.5 PERCENT AIR ENTRAINMENT. 5. PROVIDE AN EXPANSION JOINT AT ALL LOCATIONS WHERE CONCRETE WALK 'AN O CONCRETE PAVEMENT ABUTS STRUCTURAL FOUNDATION, COLUMN OR WALL AN FIXED OBJECTS. GRADING NOTES 1. SPOT ELEVATIONS ARE TO TOP OF PAVEMENT, GUTTER ELEVATION OR FINISHED GRADE UNLESS NOTED OTHERWISE. R = 386302 3 I 4 IN C0MPLZANICE WITH QTY OF RENTON STANDARDS BY. N BY DATE: BY: QAl'E:__ BY: DATE: C 7�> .' fZ- D7. - 8. THE CONTRACTOR SHALL PLACE CATCH BASIN FILTERS AT ALL CATCH BASINS WITHIN G) THE LIMITS OF WORK, INCLUDING THOSE SCHEDULED FOR DEMOLITION PRIOR TO THEIR z° REMOVAL. THERE MAY BE CATCH BASIN INSERTS REQUIRED OUTSIDE OF LIMITS OF WORK INDICATED. CATCH BASIN FILTERS SHALL BE INSTALLED IN ACCORDANCE WITH COR Z 216.30. s = CD 9. NO SEDIMENT SHALL BE TRACKED INTO THE STREET OR ONTO PAVED SURFACES. SEDIMENT SHALL BE REMOVED FROM TRUCKS AND EQUIPMENT PRIOR TO LEAVING THE Z SITE. IF THE ACTIN OF THE VEHICLE TRAVELING OVER THE ROCK CONSTRUCTION EXIT n N IS NOT SUFFICIENT TO REMOVE THE MAJORITY OF THE SEDIMENT, THEN THE CONTRACTOR SHALL INSTALL A TIRE WASH FACILITY TO WASH THE TIRES PRIOR TO MOVING DIRECTLY m ONTO A PUBLIC ROAD OR OTHER PAVED AREA. IN THE EVENT OF FAILURE OF THE M EROSION CONTROL SYSTEM, RESULTING IN SEDIMENT BEING TRACKED ONTO PAVED SURFACES, STREET SWEEPING SHALL BE EMPLOYED. IF STREET SWEEPING VEHICLES ARE W UTILIZED, THEY SHALL BE OF THE TYPE THAT ACTUALLY REMOVES THE SEDIMENT FROM ' D THE PAVEMENT. KLEMENCIC 10. STABILIZE ALL SOILS, INCLUDING STOCKPILES THAT ARE TEMPORARILY EXPOSED. FROM OCTOBER 1 TO MARCH 30 NO SOILS SHALL REMAIN UNSTABILIZED FOR MORE THAN TWO (2) DAYS. FROM APRIL 1 TO SEPTEMBER 30 NO SOILS SHALL REMAIN UNSTABILIZED FOR MORE THAN SEVEN (7) DAYS. SEE EROSION CONTROL NOTE 8 ON SHEET C1.03 FOR ADDITIONAL REQUIREMENTS. 11. TEMPORARY CONSTRUCTION SLOPES GREATER THAN 2 HORIZONTAL TO 1 VERTICAL AND GREATER THAN 4 FEET IN HEIGHT SHALL BE COVERED WITH POLYETHYLENE SHEETING IN ACCORDANCE WITH COR STD PLANS 213.20 AND 213.30. 12. SEDIMENT CATCHMENT AREAS SHALL BE LOCATED AT LOW POINTS IN THE EXCAVATION. CONTRACTOR SHALL LOCATE SEDIMENT CATCHMENT AREAS AS REQUIRED TO MAINTAIN A SATISFACTORY WORK AREA. DISCHARGE FROM SEDIMENT CATCHMENT AREAS SHALL BE CONVEYED TO A SEDIMENT TRAP, BAKER TANK, OR APPROVED EQUAL. N 13. IF CONSTRUCTION STORMWATER IS DISCHARGED TO STORM DRAINS AND OR LAKE C> jc\" WASHINGTON, THE CONSTRUCTION STORMWATER DISCHARGED FROM THE SITE SHALL MEET THE REQUIREMENTS OF THE STATE OF WASHINGTON WATER QUALITY STANDARDS FOR `n SURFACE WATERS (CHAPTER 173-201A WASHINGTON ADMINISTRATIVE CODE) FOR TURBIDITY, pH AN PETROLEUM PRODUCTS. CONSTRUCTION STORMWATER DISCHARGE �- TURBIDITY FROM THE SITE SHALL NOT EXCEED 5 NEPHLOMETRI C TURBIDITY UNITS (NTU) OVER BACKGROUND TURBIDITY WHEN THE BACKGROUND TURBIDITY IS 50 NTU OR LESS, OR "' HAVE MORE THAN A 10 PERCENT INCREASE IN TURBIDITY WHEN THE BACKGROUND TURBIDITY IS MORE THAN 50 NTU. THE pH OF THE CONSTRUCTION STORMWATER °' DISCHARGE SHALL BE WITHIN THE RANGE OF 6.5 TO 8.5 WITH A HUMAN -CAUSED = VARIATION WITHIN A RANGE OF LESS THAN 0.2 UNITS. CONSTRUCTION STORMWATER UJ DISCHARGES SHALL BE PROHIBITED IF THERE IS A VISIBLE SHEEN FROM PETROLEUM -� PRODUCTS. A CONSTRUCTION DEWATERING PERMIT IS REQUIRED FROM KING COUNTY INDUSTRIAL WASTE (IF DISCHARGE IS TO BE MADE TO AN EXISTING SEWER. 14. AT THE CONTRACTOR'S OPTION, ALTERNATE METHODS OF TREATMENT OF CONSTRUCTION = STORMWATER RUNOFF MAY BE PROPOSED FOR USE FOR TEMPORARY SEDIMENTATION. THE V 0 PROPOSED ALTERNATE METHODS MUST MEET THE EFFLUENT QUALITY OUTLINED ABOVE IN Q NOTE 12. ANY ALTERNATE PROPOSED METHOD OF TREATMENT SHALL MEET THE REQUIREMENTS OF THE LATEST STORMWATER POLLUTION PREVENTION PLAN PREPARED BY = RETECH. THE CONTRACTOR SHALL SUBMIT THE ALTERNATE METHODS FOR REVIEW AND °C APPROVAL PRIOR TO BEGINNING WORK. 15. INTERCEPTOR SWALES SHALL BE LOCATED ABOVE THE TOP OF THE SLOPES AND FILTER FENCES SHALL BE LOCATED AT OR BELOW THE TOE OF SLOPE, EXCEPT AT OUTFALLS WHERE FILTER FABRIC FENCE SHALL ALSO BE LOCATED ABOVE THE OUTFALL SLOPES. '~ 16. INSTALL SITE LANDSCAPING TO STABILIZE THE SITE. w 17. CLEAN STORM DRAINAGE SYSTEMS (CATCH BASINS, MANHOLES AND PIPES) AN REMOVE � TEMPORARY EROSION CONTROL FACILITIES AFTER THE CITY HAS APPROVED THE PERMANENT STABILIZATION AND IS SATISFIED THAT THERE IS NO LONGER A RISK OF EROSION. 0 N cz� 0 18. WHEN GRADING OPERATIONS ARE COMPLETE OR DIRECTED BY THE OWNER'S REPRESENTATIVE, REMOVE CONSTRUCTION ACCESS AND INSTALL APPROVED PERMANENT LANDSCAPING TO ALL EXPOSED SOILS. 19. REPLACE AND/OR REPAIR ALL SURFACES OR FEATURES TO REMAIN THAT WERE DAMAGED DURING CONSTRUCTION. NOTE: NOTES ON SHEET C1.02 APPLY IN ADDITION TO THE CITY OF RENTON STANDARD NOTES ON SHEET C1.03. WHERE CONFLICTS OCCUR BETWEEN NOTES ON SHEETS C1.02 AND C1.03, THE CITY OF RENTON NOTES ON SHEET C1.03 SHALL GOVERN. 20. SUGGESTED CONSTRUCTION SEQUENCE: A. FOLLOW CITY OF RENTON CONSTRUCTION SEQUENCE PER SHEET C1.03 AND INCORPORATE ADDITIONAL ITEMS BELOW WITHIN THE SEQUENCE AS SHOWN. B. STOCKPILE TEMPORARY EROSION AND SEDIMENTATION CONTROL MATERIALS ON SITE. C. INSTALL CATCH BASIN INSERTS. D. INSTALL SEDIMENT BARRIER AND SEDIMENT CATCHMENT AREAS. E. INSTALL A BAKER TALC SYSTEM. F. REMOVE SITE PAVING AN CURBS, STRUCTURES AS INDICATED. G. ROUGH GRADE SITE AND AMEN EROSION CONTROL FACILITIES AS REQUIRED. H. CONSTRUCT SITE IMPROVEMENTS. I. MAINTAIN TEMPORARY EROSION AN SEDIMENTATION FACILITIES DURING CONSTRUCTION AND AMEND AS NECESSARY TO PREVENT EROSION AN SILT -LADEN STORM WATER FROM DISCHARGING OFF THE SITE. J. INSTALL SITE LANDSCAPING TO STABILIZE THE SITE. K. CLEAN STORM DRAINAGE SYSTEMS (CATCH BASINS, MANHOLES AND PIPES) AN REMOVE TEMPORARY EROSION CONTROL FACILITIES AFTER THE CITY HAS APPROVED THE PERMANENT STABILIZATION AND IS SATISFIED THAT THERE IS NO LONGER A RISK OF EROSION. L. WHEN GRADIN OPERATIONS ARE COMPLETE OR DIRECTED BY THE OWNER'S REPRESENTATIVE, REMOVE CONSTRUCTION ACCESS AN INSTALL APPROVED PERMANENT LANDSCAPING TO ALL EXPOSED SOILS. M. REPLACE AND/OR REPAIR ALL SURFACES OR FEATURES TO REMAIN THAT WERE DAMAGED DURING CONSTRUCTION. SITE DEMOLITION NOTES 1. THE CONTRACTOR SHALL PROVIDE, ERECT AND MAINTAIN ALL TEMPORARY BARRIERS AND SECURITY DEVICES AS NECESSARY FOR THE PROTECTION OF THE ADJACENT PUBLIC IMPROVEMENTS WITHIN THE STREET RIGHT-OF-WAYS. 2. THE CONTRACTOR SHALL OBTAIN ALL REQUIRED CITY OF RENTON DEMOLITION PERMITS BEFORE COMMENCING DEMOLITION. 3. SITE DEMOLITION SHALL BE IN ACCORDANCE WITH THE APPLICABLE CONDITIONS OF THE PROJECTS DEMOLITION PERMIT. 4. THE CONTRACTOR SHALL COORDINATE THE REMOVAL, ABANDONMENT AN/OR CAPPING OF EXISTING UTILITIES WITH THE APPLICABLE UTILITY AGENCY, INCLUDING BUT NOT LIMITED TO: A. EXISTING WATER CONNECTIONS (CITY OF RENTON). B. EXISTING NATURAL GAS CONNECTIONS (PUGET SOLID ENERGY). C. EXISTING TELEPHONE CONNECTIONS (QWEST AND/OR AT&T). D. EXISTING STORM DRAINAGE AND SANITARY SIDE SEWERS (CITY OF RENTON). E. EXISTING POWER CONNECTIONS (PUGET SOUND ENERGY). 5. EXCAVATION FOR REMOVAL OF FOUNDATIONS, SLABS ON GRADE AND UTILITIES SHALL BE IN ACCORDANCE WITH THE PROJECTS GEOTIECHNICAL ENIGINEERING REPORT BY SOIL AND ENVIRONMENTAL ENTAL EMGI KERS INC. DATED 04/20/15. THE CONTRACTOR SHALL COMPLY WITH THE REPORT RECOMMIERUTi ONS FOR TEMPORARY CONSTRUCTION SLOPES AND SHALL NOT EXCEED THOSE SLOPES WITHOUT PRIOR APPROVAL OF THE GEOTECHNICAL ENGINEER. 6. CAP OR PLUG UTILITY SERVICES AT THE LIMITS OF EXCAVATION OR AT THE LIMITS OF DEMOLITION, UNLESS NOTED OTHERWISE. 7. CONTRACTOR SHALL VERIFY THAT ALL TELEPHONE AND COMMUNICATIONS WIRES AND CONDUCTORS HAVE BE DECOMMISSIONED PRIOR TO REMOVAL OF COMMUNICATIONS AND TELEPHONE DUCTBANK CONDUITS AND VAULTS. 8. CLEAR AND GRUB ALL LANDSCAPED AND NON -PAVED AREAS WITHIN THE LIMITS OF WORK. 9. DEMOLITION ASSOCIATED WITH ELECTRICAL LINES AND APPURTENANCES SHALL BE COORDINATED WITH THE ELECTRICAL DRAWINGS. DEMOLITION FOR SPECIFIC ELECTRICAL ITEM INDICATED ON THE DEMOLITION PLANS SHALL NOT BE CARRIED OUT UNTIL POWER SOURCES TO THE ITEMS INDICATED FOR REMOVAL HAVE BEEN MADE SAFE. 10. REMOVE EXISTING CONCRETE WALK TO FULL DEPTH. 11. REMOVE EXISTING ASPHALT CONCRETE PAVEMENT TO FULL DEPTH. 12. PROTECT ALL EXISTING STRUCTURES AND FOUNDATIONS TO REMAIN WITHIN THE LIMITS OF WORK DING CONSTRUCTION. CONTRACTOR SHALL PROVIDE SHORING AS REQUIRED IN ORDER TO NOT IMPACT EXISTING STRUCTURES, LANDSCAPING AND FOUNDATIONS. 13. PROTECT ALL EXISTING UTILITIES INDICATED TO REMAIN FROM DAMAGE AT ALL TIMES DURING CONSTRUCTION. CONTRACTOR SHALL PROVIDE TEMPORARY SHORING AS REQUIRED TO ENSURE ADEQUATE PROTECTION OF UTILITIES TO REMAIN AND THEIR APPURTENANCES. CONTRACTOR SHALL FIELD VERIFY EXISTING CONDITIONS PRIOR TO COMMENCEMENT OF DEMOLITION OPERATIONS AN NOTIFY THE ENGINEER OF ANY DISCREPANCIES. 14. SEE LANDSCAPE DRAWINGS FOR TREE PROTECTION. INSTALL ALL TREE PROTECTION PRIOR TO STARTING ANY OTHER WORK. STORM DRAIN NOTES 1. REFER TO SHEET C1.03 FOR ADDITIONAL CITY OF RENTON SURFACE WATER NOTES AN REQUIREMENTS. 2. INSTALL CATCH BASIN INSERTS UNDER ALL CATCH BASIN AN AREA DRAIN GRATES IMMEDIATELY AFTER INSTALLATION. SEE TEMPORARY EROSION AND SEDIMENTATION CONTROL NOTES. 3. TOP ELEVATION FOR ALL CATCH BASINS WITH SOLID COVER SHALL MATCH FINISH GRADE. 4. UNLESS NOTED OTHERWISE, THE CONTRACTOR MAY USE ANY COMBINATION OF PREFABRICATED FITTINGS (TEES, BENDS AND WYES) AT LOCATIONS WHERE STORM CONNECTION POINTS OF INTERSECTION (PI) ARE INDICATED. PREFABRICATED FITTINGS MAY BE ADXSTED AS REQUIRED TO MAINTAIN POSITIVE SLOPE AND DRAINAGE. DERE SPECIFICALLY INDICATED, THE CONTRACTOR SHALL PROVIDE THE FITTINGS AS SHOWN. 5. COORDINATE POINTS SHOWN FOR ALL CATCH BASINS ARE TO THE CENTER OF THE FRAME AND GRATE, UNLESS NOTED OTHERWISE. 6. CATCH BASINS ARE TYPE 1, UNLESS NOTED OTHERWISE. 7. BACKFILLING SHALL BE IN ACCORDANCE WITH CITY OF RENTON STANDARD 220.00 AS APPLICABLE, FOR STORM DRAIN. 8. LENGTHS OF PIPING SHOWN ARE FROM CENTER OF STRUCTURE OR CENTER OF FITTING AND ARE SHOWN FOR INFO►TION ONLY. ALL PIPING SHALL BE INSTALLED AT THE LOCATION SHOWN ON THE PLANS AND LOCATED BY COORDINATES OR DIMENSIONS. FOUNDATION DRAINAGE NOTES 1. REFER TO SHEET 01.03 FOR ADDITIONAL CITY OF NENTON Sl�2FACE WATER NOTES AND REQUIREMENTS. 2. FOUNDATION MAINS SHALL BE SLOPED AT A UNIFORM GRADE BETWEEN INVERT ELEVATIONS SHOWN. MINIMUM SLOPE OF FtATION DRAINS IS 0.20 PERCENT UNLESS NOTED OTHERWISE. 3. UNLESS NOTED OTHERWISE, THE CONTRACTOR MAY USE ANY COMBINATION OF PREFABRICATED FITTINGS (TEES, BENDS AND WYES) FOR INSTALLATION OF THE FOIATION AND UNDERSLAB DRAINS. PREFABRICATED FITTINGS MAY BE ADJUSTED AS REQUIRED TO MAINTAIN POSITIVE SLOPE AND DRAINAGE. WHERE SPECIFICALLY INDICATED THE CONTRACTOR SHALL PROVIDE THE FITTINGS AS SHOWN. WATER AND SEWER NOTES 1. REFER TO SHEET C1.03 FOR ADDITIONAL CITY OF RENTON SURFACE WATER RTES AND REQUIREMENTS. 2. WATER LINES 3" ANBD LARGER SHALL BE RESTRAINED JOINT. 3. WATER LIDS 10" AN LARGER SHALL HAVE A MINIMI COVER OF 4 FEET. WATER LINES SMALLER THAN 10" SHALL HAVE A MINIMI COVER OF 3 FEET. 4. BACKFILLING SHALL BE IN ACCORDANCE WITH CITY OF RENTON STANDARD 220.00 AS APPLICABLE, FOR SEWER AND WATER. 5. LENGTHS OF PIPING SHOWN ARE FROM EDGE OF STRUCTURE OR CENTER OF FITTING AND ARE SHOWN FOR INFORMATION ONLY. ALL PIPING SHALL BE INSTALLED AT THE LOCATION SHOWN ON THE PLANS AND LOCATED BY COORDINATES OR DIMENSIONS. 6. MAINTAIN A MINIMUM OF 12 INCHES CLEAR AT CROSSINGS WITH UTILITIES OTHER THAN SANITARY SEWER LINES. WATER LINE SHALL PASS ICER THE OTHER UTILITY IF THE MINIMI SPECIFIED COVER CANNOT BE OBTAINED. TOP ELEVATION FOR ALL UTILITY VAULTS SHALL MATCH FINISH GRADE. SLOPE VAULT LIDS AS REQUIRED. SITE AND PAVING NOTES 1. DIMENSIONS ARE TO FACE OF CURB UNLESS NOTED OTHERWISE. 2. EXTERIOR CONCRETE PAVEMENT JOINTS SHALL BE CONTROL JOINTS WITH A MAXIMI SPACING OF 15 FEET ON CENTER. PAVEMENT PANEL LENGTH TO WIDTH RATIO SHALL NOT EXCEED 1.25. AT THE CONTRACTOR'S OPTION, THE CONTRACTOR MAY SUBSTITUTE CONSTRUCTION JOINTS FOR CONTROL JOINTS. ALL JOINTS SHALL BE COORDINATED WITH THE LANDSCAPE PLANS. 3. APPLY A BITUMINOUS TACK COAT AT ALL LOCATIONS WHERE ASPHALT PAVEMENT ABUTS ANY BUILDING STRUCTURE, UTILITY APPURTENANCE OR OTHER PAVEMENT TYPE. 4. CONCRETE FOR EXTERIOR SITE FACILITIES, INCLUDING CURBS, SIDEWALKS, PADS, THRUST BLOCKING, FENCE POST AND BOLLARD FOUNDATIONS RAMPS, AND UTILITY STRUCTURES SHALL BE IN ACCORDANCE WITH SPECIFICATION SECTION 033000, "CAST -IN-PLACE CONCRETE AND SHALL HAVE A MI NI MIiUM COMPRESSIVE STRENGTH OF 3000 PSI AT 28 DAYS. MAXIMUM WATER/CEMENT RATIO SHALL BE 0.45 AND CONCRETE SHALL HAVE 5 PLUS OR MINUS 0.5 PERCENT AIR ENTRAINMENT. CONCRETE FOR SITE. RETAINING WALLS SHALL BE IN ACCORDANCE WITH SPECIFICATION SECTION 033000, "CAST -IN-PLACE CONCRETE" -AND SHALL HAVE A MINIMA COMPRESSIVE STRENGTH OF 4000 PSI AT 28 DAYS, MAXIMUM WATER/CEMENT RATIO SHALL BE 0.45 AND CONCRETE SHALL HAVE 5 PLUS OR MINAS 0.5 PERCENT AIR ENTRAINMENT. 5. PROVIDE AN EXPANSION JOINT AT ALL LOCATIONS WHERE CONCRETE WALK 'AN O CONCRETE PAVEMENT ABUTS STRUCTURAL FOUNDATION, COLUMN OR WALL AN FIXED OBJECTS. GRADING NOTES 1. SPOT ELEVATIONS ARE TO TOP OF PAVEMENT, GUTTER ELEVATION OR FINISHED GRADE UNLESS NOTED OTHERWISE. R = 386302 3 I 4 IN C0MPLZANICE WITH QTY OF RENTON STANDARDS BY. N BY DATE: BY: QAl'E:__ BY: DATE: C 7�> .' fZ- D7. - D. WASI�I w� 29564 IONAL �� ly ((4� SDI PERNT D IAMNGS Drawing Title DOTES Drawing scales indicated apply to 30" x 42" drawing sheets. Scale may not be accurate if drawing plots are less than this size. Revisions Number Description Date Permit 9/25/2015 1 Revisions Drawn by TDY Checked by SDH Date 9IM2015 Project No 212033 Consultant Project No Owner Project No Drawing No C1 w02 ML n D G) z° z < CT Z s = CD n M Z in n N z m M M Cn W MAGNUSSON ' D KLEMENCIC ASSOCIATES D. WASI�I w� 29564 IONAL �� ly ((4� SDI PERNT D IAMNGS Drawing Title DOTES Drawing scales indicated apply to 30" x 42" drawing sheets. Scale may not be accurate if drawing plots are less than this size. Revisions Number Description Date Permit 9/25/2015 1 Revisions Drawn by TDY Checked by SDH Date 9IM2015 Project No 212033 Consultant Project No Owner Project No Drawing No C1 w02 MM D T o n z° o rn in z n Urn z m z W MM D T o n A cn 31: c, B cn U_ A— C"n CD LLJ C) > - --------- C> M 0- C> C\J I** -- co 01.1 C> r- Surfam Wftw Mm"M Plan Nbtes mW Exim".06 of , C , onsbvebon Surface Water Standard Plan Notes I. These notes shall appear an projects for the surface. water utility. 2. Before any construction or development activity. occurs., a pre -construction: meeting must be held between th e City of Renton plan review section and the applicant, 3. All design and constructio; shall be in accordance with the Renton Municipal' Code (R.M.C), the latest edition of the Standard Specifications for Road, Bridge and Municipal Consbuction prepared byWSDOT and the. American Public Works Association (APWA), as amended by the City of Renton Public Works Department. It shall be the sole responsibility of the applicant an.. d the professional civil engineer to correct any error, omission or variation from the above requirements found, in this 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 other construction (e.g. domestic -water conveyance, sewer conveyance, gas., electrical. etc..)The surface water drainage system shall be constructed according to the approved planst which. are on file in. with the City. Any deviation from the approved plans will require written approval: from the City of Renton Public Woft Department, Surface Water Utility Section. 5. A copy of these approved plans mustbe 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 otherw Ise Ren aproved with a written decision by the City of ton. 7� It shall be. the applicant".s./contractors responsibility to obtain. all construction easements necessary before initiating off-site work. Easements require City review w 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 rneet all, requirements of Chapter 4 of the Surface WaterDesign 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 forreview and approval, Rage I 11, All utflity trenchesand roadway subgrade shall be backfilled and. compacted to 95 percent density, standard proctor. 11 Open cutting of -existing roadways for non -franchised utility or storm drainage work is not allowedunless specifically approved by the City of Renton and noted on these approved plans. Any open cut shall be restored in accordance with the City of Renton trench testoration standards. 13. All sedimentationler on facilities must be. in operation prior to clearing and. building construction, and they must be satisfactorily maintained until construction is compWed and the potential for on-site en.)sion 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 Pu ic Works Deparbrent, Surface Water Utility Section. 15,, All pipe! and appurtenances shallbe laidon a properly prepared foundation in accordance with the current State ofWashington 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 unifform grade so that the: entire length of the pipe will be supportedon 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, 174 Ali drainage: structures., such as catch basinsandman.holes shallhave -solid locking lids, All drainage structures associated with a permanent retention/detention facility shall have solid locking lids. 18. Building and other.structures shall be placed in accordance with Table. 4.1 Easement Widths and Building Setbacks. Lines. 19� All catch basin grates shall be depressed 0.10 feet below pavement level. 20. All driveway culverts located within City of Renton right-of-way shall be ofsufficient 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 .1 .1 , 0 � 20% passing'. 21� All building downspouts and footing drains shall be connected: to the storm drainage system, unlessapproved by the City planreviewer or Surface Water Utillity Section. An. accurately dimensioned, cerd-fied as -built drawing of this drainaW system will be submitted to the City upon completion. Page 2 21 Drainage outlets (stub -outs) shall be provided for each individual lot, excep�t 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 othersurface 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 tot, 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 wfth a tracing wire above or other acceptable detection. cl� Private drainage easements are requiredfor drainage: systems designed to convey flows through individua lots. e. The applicant/contractor is responsible for coordinating the locations of all stub - out conveyance lines with respect to other utilities (eg. power, gas, telephone, television). f. All individual situbwouts shall be. privately owned and maintaine d by the tot home owner. g. Storm drainage pipe systems shall not ' penetrate building foundations, except for sump pump discharge lines used -to drain crawl spaces, provided thesump pump system includes backflow prevention or a check valve. 23. All disturbed pervious areas (compacted, graded, landscaped, etc.) of the development site must demonstrate one of the following: The existing duff layer shall be stagedand redistributed to maintain theMoisture capacity of- the soil, OR.; Amended soil shall beadded to maintain the moisture capacity. 24� Proof of liability insurance,"l 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 obiligation and/or liability connected with storm surface water d4osition. Furtwr, tt* City of Renton does not accept any obligation fortheproper Nncdoninq andm.a�ance of the system provided clurin 9 construction. 26. The Contractor shall be res "ble for providingadequate safeguard ponsi safety devices, protective equipment, fiagws, and ahy other needed actions to protect the life, health, and safety of the public, and to protect property inconnection with the. Page 3 performance of work. Any work Within the traveled right-of-way that may interrupt normal traffic flow shall require, a traft, control plan approve by the Public Works Department, Transportabion Systems Division. All s_,edions of- the WSDOT Standard Specifications 1-07-23 Traffic Control shall appi, - 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). Em Erosion Control Notes 1. These: notes shall appear for all projects - site improvements, surface. water ut#ity, wastewater utillity, water utifity I A 14 , and transportation plans - 2. Before any construction or development activity occurs, a pre -construction meeting must be held with theCity of Renton, public works design engineer. 3, The: Boundaries of the clearing limits; and areas of vegetation preservation as prescribed on the plan(s) shall -be clearly flagged by survey tape or fencing in the field prior to construction in accordance with Appendix D of the Surface Water Design Manual and observed during construction. During the construction period, no disturbance beyond the clearing limits shall be permitted. The clearing limits shall be maintained by the applicantIESC supervisor fb:r the duration, of construction. q 44 Stabilized construction entrances shall be installed at the beginning of construcition 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. 5, All required sedimentation. /erosion control facilities must be constructed and in :u rev operation prior -to land clearing and/or constr ction to p ent transportation of sediment t o, surface water, drain- age systems and adjacent properties. AN erosion and sediment facilities shall be m aintain. �ed in a s-atisfactory condition until such time that clearing and/or construction is complete and potential for on-site erosion Nis passed. The implementation, maintenance replacement and: additions to ero, sion/sedimentation control systems shall be the responsibility of the permitee. 6. The erosion and sedimentation controlsystems 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. Ian is for eros'on/sedimentation control only. It does not constitute 7. Approval of this p i I an approval of storm drainage design,, size nor location of pipes,, restrictors, channels, orretention facilities. S. Any areas of exposed soils, including roadway embankments, that will not be disturbed for twodays during the wet season (0ctober 1"t trough March 3&) or seven days during the, dry season (April 1"t tough September 30) shall be immediately stabilized with the approved ESCcover methods (e.g., swding, mulching, plastic covering, etc.), Page 5 9� Wet season seasonal erosion andsediment control requirements apply to all construction sitesclearing between October I and March 30: inclusive, unim- otherwise approved by the City through an adjustment: process. 10� Cover measures mill be applied in conformance with Appendix D of the Surface Water Design Manual. 11. Any area needding ESC measures., not requiring immediate attention,, shak be addressed. within seven (7) days. 12, 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. 13, 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 pavft.. The cleaning operation shall not flush �sediment-laden water into the downstream system. 14� During the time period of October V, through March 3e, all project ' clisbibuted soil areas greater, that are to be left un -worked for more than 1.2 hours, shall be covered by mutch., sodding or plastic covering. 15� Any permanent retention/detention facility used asa temporary settling basin shall be modified with thenecessary erosion control measures. and shall provide adequate storage capacity, If the permanen, t facility is to function ultimately as an inftltration 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. 16. Prior to. the beginningof the wet season (Oct. 1), all disturbed areas shaill be reviewed; to identitywhich ones can be seeded in preparation for the winter rains. Disturbed areas shall be seeded within one week of the beginning of the wet season. A sketch map of those areas to be seeded and those areas to remain uncovered shall be submitted to the City of Renton -for review, STRUCTURAL NOTES 1. These plans are approved for standard road anddrainage improvements only. Plans for structures such as bridges, vaults, and retaining walls require a separate review and approval by the City prior to construction. 2. Rockeries areconsidered to be, a method of bank stabilization and erosion control. 'Rockeries. shall not be constructed to serve as retaining walls. All rockeries in City road right-of-way shall be constructed in accordance with City StancWds. Rockeries outside of road right-of-way shall be, constructed in a ccordance with the International Building Code, Page 6 EROSION AND SEDIMENT CONTROL RECOMMENDED CONSTRUCTION SEQUENCE 1, Pre -construction meeting, 2, Post sign with name and phone number of ESC supervisor (may be cons.4idated with the required notice of construction sign),. 3, Ftag or fence cleaning limft. 4. Install catch! basin protection if required. 5. Grade and install construction entrance(s). 6. Install perimeter protection (silt fence, brush barrier, etc.). 7. Construct, sediment ponds and traps. 8. Grade and staWlize construction roads. 9. Construct surface water controls (interceptor dikes,, pipe. slope drains,, etc.) simukaneously with clearing and grading for project development, 10. �%intain erosion control measures in accordance with Appendix D of the Surface Water Design Manual and rrianufacturer's recommendations. 11. Relocate erosion contrcW measures or insitall new measures so that as site conditions change the erosion and sedin*nt ax*ol is always in accordance wth the City's Erosion and Sechment ConW Standards. 12. Cover all areas that will be unworked for more than seven days duringthe dry season or two days during the wet season with straw, wood fiber mulch., compost'. pWsdc sheeting orequivaWnt. 11 Stabilize all areas thiat reach final grade within seven days. 14, Seed or sod any ams to remain unworked for more than 30 days, 15� Upon completion of the project, all disturbed areas must be stabilized and BMPs removed If appropriate. I Page 7 386303 IN COMPLLANCE WITH CM OF RENTON ...--�MDARDS DATE: * Aa/w% f 9_1 DATE: I B 0 Y 0 DlAne� I BY6 DATE: I c MAGNU S S 0 N KLEMENCIC ASS00ATES flea WASk/ 29564 1Z ONkt 110116 PERMIT DRAWINGS Drawing Title CITY OF RENTON STANDARD NOTES Drawing scales indicated apply to 30" x 42" drawing sheets. Scale may not be accurate if drawing plots are less than this size. Revisions Number Description Date Permit 9/25/2015 Revisions Drawn by TDY Checked by SDH Date 9/29/2015 Project No 212033 Consultant Project No Owner Project No ME= C1 m03 n 0 0 M0 0 M Cn Z M cz:: 2E 0 E CY) - rM rJ1 C31 ro z M 9 C>,) z z 0 0 z M C * z 0 C rn CD CD CD > rn 51 T T CD (D Z M z M M 0 n 0 0 M0 0 M Cn Z M cz:: 2E 0 E CY) - rM rJ1 C31 ro z M 9 C>,) z 0 0 > CD CD CD > T T CD (D C) 0 T T 1. SEE SHEET C1.01 FOR GENERAL NOTES, LEGEND, ABBREVIATIONS, AND DRAWING LIST. 2. SEE SHEET C1.02 FOR TEMPORARY EROSION AND SEDIMENTATION CONTROL NOTES. IC D. WA 29564 0NAL 9 jh I� PERMIT DRAWINGS Drawing Title TEMPORARY ER06ION AND SEDIMENTATION CONTROL PLAN Drawing scales indicated apply to 30" x 42" drawing sheets. Scale may not be accurate if drawing plots are less than this size. Revisions T � Number Description Date 0 � � -= a �r Revisions 9/25/2015 S O � 2 z Z ❑ O C� CD z - m m L. l rn C�ace Z 1 z M m M � o D MAGNUSSON KtEMENCIC ASSOCIATES D. WA 29564 0NAL 9 jh I� PERMIT DRAWINGS Drawing Title TEMPORARY ER06ION AND SEDIMENTATION CONTROL PLAN Drawing scales indicated apply to 30" x 42" drawing sheets. Scale may not be accurate if drawing plots are less than this size. Revisions z Number Description Date 0 Permit -= a �r Revisions 9/25/2015 Permit 2 Revisions 2 11/19/2015 Drawn by TDY Checked by SDH Date 9/29/2015 Project No 212033 Consultant Project No Owner Project No Drawing No C2.01 � D n 0 D En z 0 -= a �r <.., m o� rnm M1 .C7 t 44 CD Q rn C) > '� O C� CD m L. l C�ace Z � D n 0 D En C M 0 N 0 N ao N "I-, 0 w.ii_. 1. SEE SHEET C1.01 FOR GENERAL NOTES, LEGEND, ABBREVIATIONS AND DRAWING LIST. 2. SEE SHEET C1.02 FOR SITE DEMOLITION NOTES. 3. SEE LANDSCAPE ARCHITECT FOR TREE DEMOLITION PLAN. 4. COORDINATE WITH CITY OF RENTON REGARDING TIMING AND LIMITS ITEMS TO REMAIN I EXISTING WATER PIPING, FITTINGS, VALVES, METERS AND VAULTS TO REMAIN. 2 EXISTING SANITARY SEWER PIPE TO REMAIN. SURFACE ELEMENT DEMOLITION UTILITY DEMOLITION S� REMOVE AND SALVAGE LIGHT POLE, POLE FOUNDATION AND HANDMOLE, REWIRE REMOVE EXISTING -WATER PIPING AND APPURTENANCES. CONNECTION TO FUNCTION WITHOUT REMOVED ITEMS. DELIVER SALVAGED ITEMS L/ TO CITY OF RENTON SIGNAL DEPARTMENT. <U2� REMOVE EXISTING SANITARY PIPING AND APPURTENANCES. 7 1 2 4 ca- 2 MAGNUSSON KLEMENCIC associnTEs MLALALAlk D. WASgI�' Cz 29564 w� �SS�ONAL �� 11�16 jD PERMIT DRAW NGS Drawing Title SITE DE 4OLITION PLAN Drawing scales indicated apply to 30" x 42" drawing sheets. Scale may not be accurate if drawing plots are less than this size. Revisions Number Description Date Drawn by TDY Checked by SDH Date 9/29/2015 Project No 212933 Consultant Project No Owner Project No Drawing No C2.1 1 >rn G7 z Z Em z M M M O D v D Z 2 C 3 m M D n i O c -i D E a � IC 3 4 cD 2-3s�3ob MAGNU550N, A Ko" L �E M E NC'.] 1, C ASSOCIATES 29564 �SS IONAI, 10 �16 PERMIT DRAWINGS Drawing Title SITE AND PAVING PLAN Drawing scales indicated apply to 30" x 42" drawing sheets. Scale may not be accurate if drawing plots are less than this size. Revisions Number Description Date Permit 9/25/2015 Revisions Drawn by TDY Checked by SDH Date 9/2912015 Project No 212033 Consultant Project No Owner Project No Drawing No C2.21 •L O > -J Z o> M O Z < M C 0 > • M CD ICD rn >- 0 On CD > Z M Z M CD M ,n 9 Z r D n 0 cc: 7 CM, TJ,• CD > Z JJ - Z Z M cn 0 C3 M Z C 3 I � o> 71 < M je > • CD ICD rn >- 0 On CD > rr, -ji, I "J, 1 'D I CD Z r FBI A oc UJ NO 0 N V7 CD N \ co N Q 7 M)N"G, N'U S S �O N KLEMENCIC assoa.arEs D. WA {j 29564 w� sr0NAL 1�ty ,ol Drawing Title SITE AND PAVING PLAN Drawing scales indicated apply to 30" x 42" drawing sheets. Scale may not be accurate if drawing plots are less than this size. Revisions Number Description Date Permit 9/25/2015 Revisions Drawn by MY Checked by SDH Date 9/29/2015 Project No 212033 Consultant Project No Owner Project No Drawing No C2.22 z � D Z y 0 z I� -a co W Fm� � M o yCD UlN Z 0-0 C CD z m M D z z y 0 z I� -a co W x CP � o yCD 0-0 C CD z z t7 C 0 c� 0 co O V- COMPUMCE WITH CITE( OF REMMt y STAN DARM s . ` e . 0 5 10 10 . 20 IL scale 1� 10' • et r SYS BY: ADM ... BY: C386308 3 e • . '- eca.+.��er.sw�nss MuiMn;+�w�sr`v�.: ar..+.��r�eai/w+ir��Y • ".. C P k 2* -?;o 0 1? apt`: 10 MAG, N`YUY SS 0 N ,: KLEMENCIC ASSOCIATES MALALM 29564 w� S I ONAL PERMIT DRAGS Drawing Title GRADWG PLAN Drawing scales indicated apply to 30" x 42" drawing sheets. Scale may not be accurate if drawing plots are less than this size. Revisions Number Description Date Permit 9/25/2015 Revisions Drawn by TDY Checked by SDH Date 9/29/2415 Project No 212433 Consultant Project No Owner Project No Drawing No C2.31 ' .p • o tin z Z C o � Z C z z ' m 93 C' oar Z M M M r y = L 17 . n v D Z C 3 tin 0 z C z o O o ' m 93 C' L > �7 ID Q 0>-J O0 O r y = L 17 . n C� 0 N 0 N co N 0 r- 7 __ Z o 94 Z I E 4 -25.15 SW UTILITY CROSSI OUTLET THROUGH AND Z 0 11 I.E 6 - 25.15 (SE) 11 - IE 6 _ 25fi _ FLUSH WITH WALL r m TYPE 1 CATCH BASIN rMrM . I �� E 4FD - 25.80 11 IE_4 = 27.50 - _ COR T P STD LAN 200.00, SEE SHEET . 1 C2 5 saww* O 3 WAWA* 1AVNWAW - .,:.., .. ....:... ..... 3<OAMW .. ..... ate. ate. ... .. - .. - .:.:. C2.41 C3.07 ' ... CONN TQ ..., -"OMNI 0 W P T DO NS OU ... ..... �r tow .. � aaa I E 6 26.25 _ S a� O , V.._._ SLEE E TFOOTING HOUGH SLEEVE THROUGH, �r SEE STRUCTURAL DRAWINGS TR L G .. .L , :TYP STRUCK ;,, DRA WINGS 01 Wxww 40e Won* *mow Auk UTI TY -ti0 SL LI NG 1 6 S D _ A 1 11 N 1 .� - i #�0 933 � 4 SD IE_ SD 27.5 6 , 2 _ I E 6 - 5 4$ IE 4 25.91 FD V SLE T H EE OUG 1 A.__ 92 Ri�rl . 3 O0 O .....:SEE :::..SHEET IMT F iNG E # .. 28 00 N) 5 *mow *MWO *10300 UTI TY C ING LI ROSS 1-1 _2tt _AREA DRAIN 1 c 2 �I IE fi11 SD 2 .93 .41C3.04 �I I , 6 S 25►.2 0 E S __ T Y A POIN - - _ LLGHT _ 5 T C2.61_I EE S�HEE__ GROUND -ANCHORED ._6 _ � .:...53.5 PIP Wi E TH SLIP r -1 _ 0 . CCTION t I 1 02:41 03.04 1: I t 1 1 Gino li ufrr I GOMM r _ I LEANOUT 5 OR STD PLAN 1 u I C2.41 C3.08 403.1, TYP SII r C%Md TO DO"SPOUT, BUILDING SETBACK, SEE ARCH, TYP LOCATED BY OTRS LIMITS OF . WO�C e. - ... afrris• . ". .... .... ...... .. ... .. r , ,.ate �'�.-� � .. a r 1 � 3sy �,�y.y„ysr.�w—.. r . _ .. ' J- � .. , , . ._ ♦ �`Y+.!iAn inn .. � �n -... 4 . ��3 MAGNUSSON KLEMENCIC associArE<. MALALM D. U s wAAskl� Cy 29564 t� v sI h r o z NA al ID Z PERMIT DRAWINGS Drawing Title STORM DRAIN PLAN Drawing scales indicated apply to 30" x 42" drawing sheets. Scale may not be accuratedrawing if d awin lot are less than this size. Revisions Number Description Date Permit 9/25/2015 Revisions Drawn by TDY Checked by SDH Date 9/29/2015 Project No 212033 Consultant Project No Owner Project No Drawing No C2.41 D 0 O Z G1 Z C M Z o 94 Z 2M Z 0 C r m rMrM M M O D 0 O Z G1 Z C M 101 M 0- M 0 N LCA O N \ ao N O \- 7 Sys � � ,a �' i .. .v.�r,.ars rp-�.ir,.�. ;... � �..-....Ya��' � • � .�i/�t.•_:Y"�y"Y�M'7►..' r 13 �,. V> -"AIM �A...._, i 0~01•'..1 a» . • •. w' • •, �►�. . %waft e►.r+�..v�lrY+lY + +wrw � � �. � � o fl ALALILM D. WASkI�' Cy 29564 V SIOML Z� PERMIT DRAGS Drawing Title FOUNDATION DRAHM AGE PLAN Drawing scales indicated apply to 30" x 42" drawing sheets. Scale may not be accurate if drawing plots are less than this size. Revisions Number Description Date Permit 9/25/2015 Revisions Drawn by TDY Checked by SDH Date 9/24/2015 Project No 212433 Consultant Project No Owner Project No Drawing No C2.51 � �D rn T Q Z - M ZJ= m �T Z i� A m Z 0 z M W� Co 0 y CD C° m - O CDCD Y z n z M X � Z .T. T c?) i 7V IM M Mi AG N'Yuy S:S 0 N , 'r.r&LEMAENCIC ASSOCIATESI ALALILM D. WASkI�' Cy 29564 V SIOML Z� PERMIT DRAGS Drawing Title FOUNDATION DRAHM AGE PLAN Drawing scales indicated apply to 30" x 42" drawing sheets. Scale may not be accurate if drawing plots are less than this size. Revisions Number Description Date Permit 9/25/2015 Revisions Drawn by TDY Checked by SDH Date 9/24/2015 Project No 212433 Consultant Project No Owner Project No Drawing No C2.51 � �D rn T Q Z - M ZJ= m �T Z i� A m Z 0 z M W� Co 0 y CD C° m - O CDCD Y z n z M X -C MAGNUSSON , & ASSOCIATES ALALALAK,m. D, WA 29564 IONAL PERMIT DRAW04GS Drawing Title VVET UTILITIES PLAN Drawing scales indicated apply to 30" x 42" drawing sheets. Scale may not be accurate if drawing plots are less than this size. � C y ° � � F Revisions Number Description Date Permit 9/25/2015 Revisions Drawn by TDY Checked by SDH Date 9/2912015 Project No 212033 Consultant Project No Owner Project No Drawing No C2.61 n M 0 ;C S A O � > > 44 2-1z � � O rn rn n M 0 S A � > mm Cn Ic C 4-- A UJ ZE n co N 0 N ago 7 1511 MIN FROM LP OF SEDIMENT CATCHMENT AREA EXIST GRADE -� 6flA'&L 0 D] RA NTS WRAP IN GEOTEXTILE FABRI C GRAVEL FILLED SANDBAGS, PACKED TI GHLTY C2.011 C3.01 9 n 11 nrnr nt nr ►I A Tnl I rVT [%T nn A nr 111 x111 WOOD STAKE AT 61-011 OC MAX z CONT 10"0 PRE -MFR CD STRAW WATTLE FILL VOID W/ BACKFILL TRENCH z o w co W SEDIMENT BARRIER NTS 10 1 ..' A:111'CIIto1:J PROVIDE 1211 MIN OF 1)J11 WASHED GRAVEL AROUND PERIMETER OF DRUM WRAP W/ FILTER FABRIC 208I DRUM W/ 2"0 WEEP HOLES WIRE TIES MIN WATER SURFACE EL NO PUMPING WHEN WATER SURFACE IS AT OR BELOW THIS EL z DISCHARGE _ SEDIMENT CATCHMENT AREA TYPE B r4 NTS c2.oi 1 c3.01 1 i 2 FAI S T SANDBAG OR SEDIMENT BARRIER PC3. 11C LO C 3.0 01 C3.013. C2.011 C3.01 N V WHEEL WASH AND EDI NTS PUMP AND MOTOR EXISTING DRIVEWAY `-MIN WATER SURFACE EL, NO PUMPING WHEN WATER SURFACE IS AT OR BELOW THIS EL 0 MENT CATCHMENT AREA TYPE A R-3863 12 DI SCHARGE _ 3 C2.01 1 C3.01 IN COMPLIANCE WITH QT'Y OF REt�ITQN BY: DATE BY. DATE: MAN - BY: DATE: BY: DATE: 4 cID�-��rz �^ • f6 I D n Description Date Z0 s- 0 Revisions 9/25/2015 Z < _Q o G Z s' Cf) c- Cn >� rr, r C) z C) M =_ rr C] rr z Z m Z M 0 M Z M O ALALALAN D. v WA 29564 S10NAL fgl��7 PERMIT DRAWINGS Drawing Title SECTION AND DETAILS Drawing scales indicated apply to 30" x 42" drawing sheets. Scale may not be accurate if drawing plots are less than this size. Revisions m z I D n Description Date Z0 Permit 0 Revisions 9/25/2015 _Q o G 2 Revisions 2 11/19/2015 Cf) c- Cn >� O z C) =_ rr C] rr z Z m M 0 D Z ALALALAN D. v WA 29564 S10NAL fgl��7 PERMIT DRAWINGS Drawing Title SECTION AND DETAILS Drawing scales indicated apply to 30" x 42" drawing sheets. Scale may not be accurate if drawing plots are less than this size. Revisions m z Number Description Date Z0 Permit 1 Revisions 9/25/2015 Permit 2 Revisions 2 11/19/2015 Drawn by TDY Checked by SDI Date 91'2912915 Project No 212933 Consultant Project No Owner Project No Drawing No C3.01 D n n i 0 �M� m z Z0 Y 00 Y Cn >� O z C) ' z m D n n i 0 �M� w 0 z W Cn �- COMPACTED SUBGRADE OR STRUCTURAL FILL NOTES: 1. CONFIRM PAVEMENT SECTION WITH GEOTECHNICAL REPORT. ASHPALT PAVEMENT NTS C 1011 31I 2)� 2)� 511 1 c L R �II DEPTH OF THRU MIN DIM/COORD POINT JT AT 101-011 OC R" PER PLAN d d , R 1Id., d . (D a 4 R 111 d d EDGE OF ASPH PVMT � *4x8" Q 24•• DEFORMED BARS, 01� TES SEE NOTE 1 1. AT CONTRACTORS OPTION WITH APPROVAL OF THE ENGINEER, USE EPDXY BONDING AGENT IN PLACE OF DEFORMED BARS. 2. THROUGH JOINTS, 15'-0° ON CENTER MAXIMUM AND AT ALL POINTS OF CURVATURE AND TANGENCY. JOINT WIDTH )i° B MINIMUM, Y° MAXIMUM. EXTRUDED CONCRETE CURB A Q NTS JOINT SEALANT, SIM 6 CONC PVMT C3.02 I C3.02 -0 4A d ar d d • a v: °. d •. d d v.. d d' ° d. o d a d d WEAKENED PLANE JOINT (WPJ NTS C3.021 C3.02 C2.21 I C3. C2.21 I C3. FINISH GRADE PER PLAN CONCRETE-, j�+rlaooilel Elites 00*0�0 010i watoiles 1��i1 j'�=1 j"�'+I j"�=1 j•�Ii�I j'��I lcoaiolt?l • - < 00 - COMPACTED SUBGRADE OR STRUCTURAL FILL NOTES: 1. PROVIDE EXPANSION JOINT WHEN PAVEMENT ABUTS FIXED OBJECTS, CONCRETE PADS, OR FOUNDATION. PROVIDE CONSTRUCTION JOINTS IN ACCORDANCE WITH CITY OF SEATTLE STANDARD PLAN 420. 2. PROVIDE WEAKENED PLANE JOINTS AT A MAXIMUM SPACING OF 12" OC AND A MAXIMUM LENGTH TO WIDTH RATIO OF 1.25. CONCRETE PAVEMENT NTS X14" MIN- � EDGE OF PVMT OR GRAVEL SECTION FINISH GRADE PER PLAN C2.211 C3.02 61_011 CENTER WHEEL STOPS IN PARKING STALL 1110 ANCHOR HOLE WITH DEFORMED BAR ANCHOR, TYP CC!) � CL PARKING STALL II � 6 --i N N 6 T 1211 24 121' Imo- o NOTES: 1. AT CONTRACTORS OPTION WITH APPROVAL OF THE ENGINEER, USE EPDXY BONDING AGENT IN PLACE OF DEFORMED BARS. WHEEL STOP NTS JOINT SEALANT, SIM KEYWAY 6 CONC PVMT 1J�" C3.02 C3 °.02 Is • • ♦ d '. ,• a• a VA. d �. a e v d d d a Q p ° 311 311 FIRST PLACEMENT SECOND PLACEMENT CONSTRUCTION JOINT (CJ NTS C3.02 I C3.02 z co w C2.22 I C3.02 FINISH GRADE PER PLAN CONCRETE IN COMPUANCE WITH CITY OF RENTON DARDS B DATE: BY: DATE: BY: DATE: BY: DATE: COMPACTED SUBGRADE OR STRUCTURAL FILL yOTES:. 1. PROVIDE EXPANSION JOINT WHEN PAVEMENT ABUTS FIXED OBJECTS, CONCRETE PADS, OR FOUNDATION. PROVIDE CONSTRUCTION JOINTS IN ACCORDANCE WITH CITY OF SEATTLE STANDARD PLAN 420. 2. PROVIDE WEAKENED PLANE JOINTS AT A MAXIMUM SPACING OF 12" OC AND A MAXIMUM LENGTH TO WIDTH RATIO OF 1.25. CONCRETE WALK � NTS C2.211 C2.229 C2.239 C2.24 C3.02 (SAWCUT) V A< DEPTH AS REQD FOR BOND BREAKER a MATERIAL a_ " AT CJ J�11 0 BOND BREAKER BACKER RODA" INITIAL SAWCUT, (CELLULAR FOAM OR NO SAWCUT AT SOFT BUTYL RUBBER) SIM OR AT EJ JOINT SEALANT NTS FIRST PLACEMENTIISECOND PLACEMENT PREFORMED EXPANSION CONC PVMT JT FILLER • • a d d ' 4 AA a. d a d ar a :4 a d d d a, . ,a d A ' 3 311 EXPANSION JOINT (EJ NTS C3.021 C3.02 WAS�I� Cy �O 29564 IOML PERNT DRAWWGS Drawing Title SECTIO14S AND DETAILS Drawing scales indicated apply to 30" x 42" drawing sheets. Scale may not be accurate if drawing plots are less than this size. Revisions Number Description Date JOINT SEALANT, SIM m � O < T � 0 � O AJ i .afyr•� v tt.:.•::r:a.•+'lot:�'�k.+:.s•r/•!r�+t`rw.M:4.-a: a' 't:sl:''.+,iw.. Y o0 d.0 2 C 3.02 Z D • Z. CD CD C17 'E W>� O C n Z z Z M 6 + ..r,d .: d• '.y•� Imo •�f Chi+. ...,{;:alt,�LiG�n'!`1QE!'+. !Y.. •t "^' •'~:•ti cn O MAGNUSSON D KLEMENCIC a a d ASSOCIATES WAS�I� Cy �O 29564 IOML PERNT DRAWWGS Drawing Title SECTIO14S AND DETAILS Drawing scales indicated apply to 30" x 42" drawing sheets. Scale may not be accurate if drawing plots are less than this size. Revisions Number Description Date JOINT SEALANT, SIM 0 .. .. .. .... ,.•tMvrw • -. - . ••.. .afyr•� v tt.:.•::r:a.•+'lot:�'�k.+:.s•r/•!r�+t`rw.M:4.-a: a' 't:sl:''.+,iw.. Y o0 d.0 2 C 3.02 , , � D • Z. CD CD C17 'E W>� O IRE n Z z �W 6 + ..r,d .: d• '.y•� j►.a . •�f Chi+. ...,{;:alt,�LiG�n'!`1QE!'+. !Y.. •t "^' •'~:•ti tf•ti:Yi1:;!:•�I�: f�l'lt:ii_ a a d � a .. .�.:. ...^ajii: - . 'tt •� • •t� -t �.:>•;c:J.'^,r,�L.eo- ,yar . +.;�r,/.:vrA 1.,. ycc+' 111X11-1O�I- 0--18"•... .•x�..� ,,.,^„ti:, ,�.rt.�.c'n..1,7ss t" 4 ?` •r+ i..:rl'r•atn .. SMOOTH DWL BAR AT Drawn by --N0: •.D*L,. 'lta/..i�f"�M1.y •.y.. MID-DEPThI J;h .'Y. l•:4�t:yM;+,w•.�4vi.(� .. •-`1' �.�:: ,rFfiV{:_f:flaT?II'�11F TDY .. AT SIM, PAINT AND -OIL .,. � Check b ed y .. ENTIRE L •.:,,..:Y.�. �:�....�....,.:,.�N.�,:��,��:::t��.L:�. EhTfi ,:..::Y:r:.�.;..�.,•a.�►. - SDH Date 08143!2015 9 Project No C3.02 C3.02 212433 Consultant Project No R 3863 13 Owner Project No Drawing No C3.02 0 �� Y o0 a { D • Z. CD CD C17 'E W>� O _? T n Z z �W X C 10 GUARDRAIL POST, TYP SEE ARCH FOR CLADDING OR COVER EXIST GRADE, TYP — z 6" MIN CONC SLAB SEE STRUCTURAL GEOFOAM ^I CITU Tvn COMPACTED SU13GRADE GEOFOAM SECTION A NTS GEOFOAM COORD/D[M POINT SEE 3/C3.03 —BLDG FACE z *4o12EW SEE STRUCTURAL = _ DRAWINGS FOR N t° VAPOR BARRIER AND GRAVEL J J STRUCTURAL FILL 12" TYP ALIGN WITH SCORE LINE, TYP CONC WALK PER PLAN FSTRUCTURAL FILL — I I � I I VIII IIIc,-- �IIII II'I 'III I'I I �� COMPACTED SUGGRADE GEOFOAM SECTION g NTS ENLARGED PLAN AT ENTRYWAY. SCALE: 1" = 5' ABC r— STRUCTURAL FILL C3.0313.03 2 I 3 4 CT>'k- Cn D n it Q o CD JT �i m q x rT; a 7 z 4° z �INS o i W D OC � OC � Q W Z � w Ulm 29564 sr 30� ANAL p�I PERMT DRAWIWS Drawing Title SECTIOUS AND DETAILS Drawing scales indicated apply to 30" x 42" drawing sheets. Scale may not be accurate if drawing plots are less than this size. Revisions Number Description Date Drawn by TDY Checked by SDH Date 3/2015 Project No 212033 Consultant Project No Owner Project No Drawing No C3.03 a7 < .t. 0 O tin 13 C)0 z P n CD m - 0 a , o >� CD CD m I n Z M MAG-N`ru"'� S S ON,"' &LEMENCIC ASSOCIATES Cn D n it Q o CD JT �i m q x rT; a 7 z 4° z �INS o i W D OC � OC � Q W Z � w Ulm 29564 sr 30� ANAL p�I PERMT DRAWIWS Drawing Title SECTIOUS AND DETAILS Drawing scales indicated apply to 30" x 42" drawing sheets. Scale may not be accurate if drawing plots are less than this size. Revisions Number Description Date Drawn by TDY Checked by SDH Date 3/2015 Project No 212033 Consultant Project No Owner Project No Drawing No C3.03 m z 0 tin 13 C)0 P n CD m - 0 a , o >� CD CD 1 n Z M C �A UJCS ;a A9 CD W C\J O EXIST GRADE PIPE ANCHOR, TYP 2 C3.03 C3.03 PIPE DIA PER PLAN ECCENTRIC REDUCER — 3 C3.03 C3.03 HEAT -FUSED HDPE PIPE, TYP 'O''Aft �p At UNDISTURBED SOIL----' CASING PIPE WITH ID MIN 1 LARGER THAN OD OF I NSI DE PIPE FUSED REDUCER GALVANIZED MEDIUM A PI1PE CLAMP 6 x1/4 THICK 1 2 7WYE �x � LOCA0 CAP TE PER PLAN EXIST CATCH BASIN i CONN TO EXIST CB ON _ SHEET C2.41 GROUND -ANCHORED PIPE WITH SLIP CONNECTION NTS C2.219 C2.511 C3.04 GAS SERVICE SCALES 1" = 10' HDPE PIPE SLEEVE SPLIT AT SPRINGLIKE HDPE PI PE CONNECTION EAR (SEE DETAIL BEL 911 - 2 EA. VO GALV. BOLTS & HEXNUTS, EA. SIDE. (DRILLED 9110 THROUGH 0 HOLES IN CLAMP) 2"0 HOLE FOR REBAR CONNECTION EAR DETAIL 211 MIN BENDOVER PIPE ANCHOR NTS 1211 PRE -MF DRAIN BASI a IE _OUT ASPHALT OR EPDXY COATED *8 REBAR DRIVE 5' INTO UNDISTURBED SOIL C2.219 C2.511 C3.04 DIM/COORD POINT PER PLAN 1211 ROUND DUCTILE IRON GRATE FINISH GRADE PER PLAN PROVIDE INLET OUTLET ADAPTORS .Q AS REQD oc UJ > �-- o = ;Z m = NTS VAPOR BARRIER, SEE ARCH SLAB ON GRADE SEE STRUCT Z FOOTING WHERE OCCURS VLL 1\V 1 L I C2.41 I C3.04 CAPILLARY BREAK DRAINAGE BACKFILL NOTES 1) PIPE AND DRAIN ROCK SHALL NOT BE LOCATED WITHIN THE FOOTING ZONE OF INFLUENCE FOUNDATION/UNDERSLAB DRAIN r C2.21 C3.04 � NTS C2.51 C3.04 R-386315 1 I 2 3 11 HOLE I.D. LARGER DIA. PIPE OUTSIDE DIA. HDPE FLANGE ADAPTER IN COMPLIANCE WITH CITY OF RENTON DARDS BY. DATE: � BY* PJF DATE:I BY: DATE: BY: DATE: o �- �o CONSTRUCT OF 9' GALVANIZED STEEL PLATE, HOT DIPPED AFTER 0 i o DRILLING AND CUTTING i 0 o O.D. SMALLER DIA. PIPE PLUS X 0 ALIGN BOTTOM OF SMALLER O.D. PIPE OPENING TO MATCH INVERT OF LARGER PIPE SECTION A -A r A X' BOLTS AND HEXNUTS, HOT DIPPED GALVANIZED ILN ECCENTRIC REDUCER NTS CUT AND REMOVE PILES 12" BELOW GRADE C2.21, C2,511 C3.04 SOLDIER PILE RETAINING WALL AT TRASH ENCLOSURE AND RAMP SCALE: NTS 2" EW, UNO CONCRETE FACING %L DRAINAGE AL, SEE SECTIONS TAILS C2.211 C3.04 D. WA 2956.4 �SSI0NA't $ ih jD� Z� PERMIT DRAGS Drawing Title SECTIONS AND DETAILS Drawing scales indicated apply to 30" x 42" drawing sheets. Scale may not be accurate if drawing plots are less than this size. Revisions Number Description Date Permit 1 9/25/2015 Drawn by TDY Checked by SDH Date 9/29/2015 Project No 212033 Consultant Project No •«..�..r+n'uMP•i�.'r+�'•.�,"Y: sirrsM.r.►!�.►.•�f;t1MMi�►t'+�+ ••!.►Y'+.a�'w'•"++til•4V. ATi1IK�•+r.'aMrM+IXt �!:•..f�k'�"acN.bst.+:w'• ; Owner Project No r ; �(. �y. • r.� .. j q . � ..•• � . � + �, yl'M1y,•'Nt�yy ►Y Y� • : ` .. � w • r. �. � ��. m x M • '� ..: - .r ..<. i, _ .. M0 T CD Drawing No o _7 �7 r � m '_j � CD �J z It. 16 Z m �aylir.� r 7� C3w04 • �yy �y y.. ., ; 4� �i,�. � 0-0010 MA CD: �2-za�rS z 0 z m x M M0 T CD o _7 �7 r � m '_j � CD �J z 00 Z m 7� FBI Cn N I TS C2.21 C3.07 gg �DRWEWIWs 1,�LL EW RkVPl. 1 n) T HE MGE MIXIATO 1WT4LA Ila" OF CXASTRWnNOW ENTA-AW.E. TO'AVOM �QF T� VAY VAIWAk0*4 WkM� 0 IT $6 TK- R MiN, N IRA NICE UE 10WAINED W TMAI FAD i46TA11, b*WWAV OLILVERT If -THERE M A A0A0&XX UTCH RftWW,Ar,, PER OnYWAD STAhOARDS r V0 QUARRY SPALLS V i mrt,!, TN- r PROWDEFULL"NIC AREA, NOT" 1, CONDITIION OF USE 1, 1, CONS TRUCTION ENTI'MCE S HALL BE• 13',TABIL IZE. D WHEREVE R TRA.FFI C W I LL SE LEAV N G A CONSTRILKC1100N S 1TEA14D TRAVEL I N G 0 N PAVED ROADS OR OTHER PAV0 AREAS WITHIN 1,0W FEET OFTHF� SITE_ TM D47SII 12iZIPSHMN, !GKAS TEkSILE EsDN"T1401N ASWD41W) W%M": kJ1AS1`&TI1kf*a% I:AS'rM037K1,*w 400 psi W& !1,.4S(U,S3-TANi3AfW SIEVE, SIZE1 Z D96M AND: 11111VALLATICIN SMCW41CAMONS 2,,1, H-W.'FOEL (WOOD SMED MULCK) MAY SE SkJOSTITUTED FOR OR COMBINED Wfffi QUARRY $PALLS IN ARE THAT WILL SOT SE USE, D FOR PERUMENT ROAM. HOG FUEL 18 'NOTRiEoomwNDED FOR ENTRANCE STAG BILIZATIONiN URBAN ARE -AS, -THIE INSPEC10A MAY AT ANY'nIME RECIUME THE USE Of QUARRY SPALLS IF THE HOG FUEL IS NOT PREVENTING SEDIMENT FROM SENG TRACKED ONTO PAVEN*KT OR IF TW. HOG FUIELIS:BEING CARRIED ONTOPAVEMENT, 22, FENCING SWL BE OWTALLED AS NECESSARY TO REST MIDT TRA FITC TO THE CONSTRUCTION ENTRANCE, 23_ WHENEVER PO$SfkE:, THE FRANCE SHALL BE CONSTRUCTED ONA FIRM, COMPACTED $UBGRAOE, 114kS CAN SUBSTANTIALLY INCREASE THEIAF ECTNENESS Of THE PAD Affil? REDUCE, THE NEED FOR MAINTEN Ce. 3. MAINTENANCE STANDAIIIiDS 31, QUARRY SPALLS SHALL. SE ADDED IF THE PAD IS NO LONGER IN ACCORDANCE WITH THE SPECIFICATIONS. 3,2, IF THE EXTRAWX IS NOT PREVEN TING SEDIMENT" SEING TRACKED ONTO PAVEMENT, THE N AL TER NXrJVE MEASU RES TO KEEP THE, STREET$ FW OF $EOWENT SKALL 8E;U$F_D.% THIJ S MAY II LODE STREET SWeEVIW-, NN' I NCReASE IN THE MMIENSIONS OF' THE ENTRANCE, OR THE "TALLATON OF THE WHEEL WASH, IF WASHING A'S USED, IT" SI BE DONE ON AN ARCA COVERED WITH MSH60 ROCK, AND WASP*0 WAMR SiKl, DR&IN, TO A S604MENT TRAP OR -POND. 3,11, ANY MD*K*T THAT ISTRAC00 ONTO. PAMEMEWT *.#A'LI- BERFAkOVED IMWOWTELY BY SWEEPtNO. THE SELNMENT COLLECTED BY SWESPINGSNAU W:REM0W_0.OR.ST4W1ZED0N SiT.E., THEPAvr�wN-,SNALL W)TSF CLEANED BYWASHiNG Dawk TW STREET, fl -C P ERIE. 15 ATHREAT I'D Nb�r_� W 'Y, IF IT NE -ESSARY TO WASH THE STRE rxm?, T W W.A. SVWE ING1.8 A14.0 `TI"IEP S"L SUW MUST 0EC4*0UC. E Tf* VVMHED, INTO THE SUMP WHERE IT CAN BE C XONTROLLIED AND ALLST _14A AT L - -LY, 34, Al QUARRY.90 ARE i4OSSINEDFROMi THV PAD AND END UPON TH.S ROADWAY SRA.- L BE RalOVED IMMMATE 216-10 STDPUN X A ,*4 F ll "ORK" .................... .......... .............. ENT TIMICT-10#0 Rogy""CE 2008 NTS kDRAINAGE GOATE FRAMif .......... n� F. . .......... .. gg iN W'CE WATER 11 U 02.31 I C3.07 111�� 4 V. 0 NOW~IMM 2, The: SIGD 01v11 have abW10in high-fov Wilef Syoy 1(ow veftw to pasa 1 f 9 Iri>su E="WAM. must allow mmova! of#* SQ. D wnhcuf spililiv the col[ a W, *Ow* 4,. Re�xm malintemoce in amord6nce With Stshdard Spe&ta0w 8-01 3(15) STD. PLAN 216-30 PUTKIC WOIX,� CATC04 MASON FILTM* DEPAR'rNCEN'T NTS C2.01 C3.67 NTS lc2.01 C3.67 % AS31, POPE ALLOWANC46 s N Plift NAT91*11,U elliqonm x i. No" . 4iikaiiiffiwl 10i NTS kDRAINAGE GOATE FRAMif .......... n� F. . .......... .. gg iN W'CE WATER 11 U 02.31 I C3.07 111�� 4 V. 0 NOW~IMM 2, The: SIGD 01v11 have abW10in high-fov Wilef Syoy 1(ow veftw to pasa 1 f 9 Iri>su E="WAM. must allow mmova! of#* SQ. D wnhcuf spililiv the col[ a W, *Ow* 4,. Re�xm malintemoce in amord6nce With Stshdard Spe&ta0w 8-01 3(15) STD. PLAN 216-30 PUTKIC WOIX,� CATC04 MASON FILTM* DEPAR'rNCEN'T NTS C2.01 C3.67 NTS lc2.01 C3.67 V_Z14 RAIR EACH C-ORNEIR I -VI Mot 0. SAR Wit t ALIUMMVIVIt PIHWAAVT SAM 680TW" 3 "*ram SAW" irypliff If D.� [%U 'I'M EN '1' NTS k I k4AX S',GPE� § POPE ALLOWANC46 s Plift NAT91*11,U FIN AME AMD VANED G*ATE i. . ................... .......... tam P 1,N- 0 CWCA' C T E ................ ..... ........ ..... ........ AU METAL NPE ... .. ..... UP 127* 4\$TD SPEC 0.0kix", . $010D WALL PVC, ...................... E. t6l PRCiP-LE. W&L NIC 61, UR It 211.1211 SPEC. 9�44� ........... E ............................. C4,*RUGA1W POLYE74YI-ENE 81 CAM SM&A P PE ONE 43 Kw HOOP FC* T HE 4T TWO #_1 B �*:_HOOPS FOR 21 �* Q'iT RIECYANGULAR ADJUSTNUff SIX"Ok may"61 1 As 300WOM 8ftertIffifivt s 1 I010)a MbW sh"A Wi ft PRECMTE SECTM, ftots (placIed wxordi g to ft SUyukut Spsafto6xw), or wire Mesh having a MiNmwm ara,of 0,12 squam twhim po f00 shiNA W ittin asi k0A o minirritum taquiredrabar shown the ALT~VA PASt_'AST "SE SECTION, Wire is be in ovsh sha rot pial the The:-04'"cotA diameter shallnot be Qmatw then 20" Kkowoss1*1 hav� a vM1 thidowss, of r (niolirtiumW 2,150 aiaxinumv P-MV40 a 1, nliiivum U4 betwtvn ft knockout wal and Ow oulaido of ft Abemr dw installied, -wOh. po . A# the gap jo" wvadw in ampm;ia nca $Urldw4 Speefficahoo 9-04,3. A vww 3 The muvllurri iftoth from- the finished gresde to the lo9i!' 0p invelt 4* shail be 6" 9,3 (% kA EACCii WAY 4, The finaaw, &Jd crista musibe OsUbad gar h dw SvW down, P11MCAST "M =CTION TW PMentaa" Sin May haft a r*UnQWC' 4 1 1. y ow, ano the wo ts be siopoo at a rate of 124 orsteaw. 6 The openingshall be measwrod at the 109 of 010 proo" baw 60.0oft. R 1, ADPick i up boul shall bo 94roualed. full after the basin r*s beoftpiacO. 4, 4 Drama oogs and castinp shhall be set in ffx~ in a=rdanm voth V_Z14 RAIR EACH C-ORNEIR I -VI Mot 0. SAR Wit t ALIUMMVIVIt PIHWAAVT SAM 680TW" 3 "*ram SAW" irypliff If D.� [%U 'I'M EN '1' NTS pYr WOM __ -- ---------- ------- MAKH 2008 C2.41 I C3.07 N--� NOTES 1, CO#MT*N OF use 1.1. REOUIRED Xr, 1,11, THE TOP OFALL SLOPES IN EXC'E'SS OF 3H:: IV AND WITH MORE THAA 20 FEET OF VERTICAL REUCP: I, I ,2 ATI NTERVAI N SP E ON THAT EXCEEDS THE OWENIS10, S ECIFIEDBIELLOW. iki�iN FILOWPATHUNGTH Er I-V 5-1% 0DFEV- 4 TO 140l KTV i2T0!1H-,,1V 1 75•w% 5')�w Z DESIGN AND INSTALLATION 6MCWICAMONS 2.1, FOR SLOPES STEEPER THAN HAV WIT H MORE THAN 10 FEET OF VERTIMRELIEF, BENCHES MAY OF -CONSTRUCT -F-0 09 CLOSER SPACED INTERCEPTOR $WALES; MAY BE USED, THE DESIRE MEASURE MOST BE DESIGNED BY AN 6NGINMR TO EFFECTIVELY INTERCEPT THE HIGH VELOCITY RUNOFF TO A SEDIMENT POND ORTRAP, 22, CONSTRUICTI NL TRAFFIC OVER —lEkWORARY SWAUES SHAL USE IN0141i R. 0 , 3MAINTENANCE STANDARDS a. I QXMA0,E RESULTING FROM RVNCWF OR GONSTRUCTiON ACTiVITY SHALL 5E REPAIRED IMMEDIATELY 3,2, IF THE FACILITY00 NOT REGULARLY RETAiNSTORM RUN-OFF., THE CAPACITY-ANWOR FREQU ENCY Of: 1 HE $WALES $HALL SE INCREASED E NTS gm� PIAW 217.10 1111111"AcKpiroft SWALE 2008 XXWS IN PLUR FADW, SRkLIN SPLI09C.) AT PW6 USE STAPLES "NAE R41", OR ffcu� VALEW TO ATTACA FAMr- TO MMS, V MAX, L PM VACNOVAY K WCI� W F OF VOW BACHM 0 LME? "v. SY u (r-# W"* VA14VE sac Pam. xmrm FW%M ............. mom °I. 0006MM OF use 11 WT FEN IX MAY 1*, U DOVM8LOPE OF ALL NSTORBEO AREA& Z SILT F9"J8ft0TWTFN0f0Tri ::00bCP1*TRATE`.0 FLOWS. WR ISINTENDED TC Ti�REA _E*T WOSTANTIAL AIM04*TS 01OVE-RIAM0 FLCM, ANY C011CENTRATIED FLOW MMT Se CONVEYfED THROUGH THE DOWNAGE SYSTEM TO -4 $W*ENT TW dlk:PONV Z 01110101 AND NVALLATIO111 SP60WCATIOW 2A THE GEOTIEXTLE USED MOST MET THE STANDARD LISTED BELLOW, A COPY OF THIF MAWFACTURERS FAWW SPEC;RCATIONS MOST S.E. AVA4.AMU ON SITE year.. .. ... ... ...... is x sJWf*,JW.1..1. kjmtS"_441. FAUS 4 *KTIM ff.RWftPVM JASW _"nL___ i AMNINWA, SAsftc at n*qu smakesT IA5TU DA&VI .,I Ala, WN i0tTUVI(RAn wmbftupoumw 2.2, STANDARD XTR04TH FABRIC REQURES Wil & SACKING TO :t THE. STRENGTH. OF THE FENCE WPA SACKING OR CLOSER KIST SPAC04 MAY K REQUWM FOR 9XM $TWOGTH FABRiC IFF F*L0 PEAF0RJ1&VOCE WARIRANTS A STROKWR FENCE, 23, WHE14k THE FENCIE IS INSTALLED, THE SLOPE Shftl NOT BE STEEPER THAN 2H11V 2.4, W- A TYPr-AL. SILT ffiNCE IS LJSED: TiE STANDA-*904X4 TREWH MAY NOT HE �WOUCEDAS LONG AS THE 90TTOM 0 INC�SES OF THE SILT FENCE ZS WUL K*20 ANO t&CURE fk A TRENCH nIAT STABILIZES THE FENCE AND DOES NOT ALLOW WATER TO RYPASS OR UNDeRMIN5 THE it,.T Pot(* 1. %A#PVkAMW STANDAIRM 11AW DAMPOE SKALL SE REPAIR WW�NiATILLY, 34, fli* F0", TH10y MUST St AI'MACEPMD AND COWEYED TO A SEDIMENT TRAP OR POND, iT S *".IAW� 1004" y#* 0"14, $40E V TIS pp,* 4 F1W.IX CLOGGING AND ACTING ASAI tT E TO: FLOW AND T40CCA~ QAANW,0ZATK-* C# IFLOV0 PARA4 E, to'r4 T*55 OCCU00, REPLACE THE FENCE OR REMOVED THE TRAP 96AWNT_ rIG 14Sao*, w N*w r* I-NOOF-o W4E-,N S*4**W -9:6 MIT"TO 42TRAVI �FASR� ffle-olt)(Tlts) Hiks VICTERKMA-171ED OW OLET 01iftAKDOWN, lIT SHALL SE ftPLACe C. 214.00 KHRUC - zik - DrPk1trMEN'r MANC COR STD NTS EX1ISY ip.NGI :LL, f, AC� EIINZ[,� D0 INOT C; STJRB BLECKV C2.01 I C3.07 rivA y LAN"GE" (0-N TOP wi,74- H ND F 2 1.4,1- & 1 BL14U� FLANGL NV W/_`,"'TA�1 2" E;,FT,4 ........... W, LA XT� 41-:1 ... ... ....... �N� , CU- I �NG 9�� FiL'l 44D U �J Mp, r1`t_0C_,X & I,-) i4,14, l I + ANHI'% IAL SPCDC)L'S C �4ALL -N, NE. N B Y ' 3 fit; ES CONNECTION TO WATER MAIN .... ....... . ................................................... EXISTING TEE OR END LINE CAP V A Sew%• -t'4 V%-*�,J -,t rT� �17- " C2.01 C3.67 t. A11. 1 1 WW It *6 C2.61 I C3.07 % 10, i16 PERMIT DRAWINGS Drawing Title STANDARD DETAILS Drawing scales indicated apply to 30" x 42" drawing sheets. Scale may not be accurate if drawing plots are less than this size. Revisions Number Description Date Permit 912512015 Revisions Drawn by TDY Checked by SDH Date 9/2912015 Project No 212033 Consultant Project No Owner Project No Drawing No 3n07 k I k4AX S',GPE� A — -- — — — -------------- pYr WOM __ -- ---------- ------- MAKH 2008 C2.41 I C3.07 N--� NOTES 1, CO#MT*N OF use 1.1. REOUIRED Xr, 1,11, THE TOP OFALL SLOPES IN EXC'E'SS OF 3H:: IV AND WITH MORE THAA 20 FEET OF VERTICAL REUCP: I, I ,2 ATI NTERVAI N SP E ON THAT EXCEEDS THE OWENIS10, S ECIFIEDBIELLOW. iki�iN FILOWPATHUNGTH Er I-V 5-1% 0DFEV- 4 TO 140l KTV i2T0!1H-,,1V 1 75•w% 5')�w Z DESIGN AND INSTALLATION 6MCWICAMONS 2.1, FOR SLOPES STEEPER THAN HAV WIT H MORE THAN 10 FEET OF VERTIMRELIEF, BENCHES MAY OF -CONSTRUCT -F-0 09 CLOSER SPACED INTERCEPTOR $WALES; MAY BE USED, THE DESIRE MEASURE MOST BE DESIGNED BY AN 6NGINMR TO EFFECTIVELY INTERCEPT THE HIGH VELOCITY RUNOFF TO A SEDIMENT POND ORTRAP, 22, CONSTRUICTI NL TRAFFIC OVER —lEkWORARY SWAUES SHAL USE IN0141i R. 0 , 3MAINTENANCE STANDARDS a. I QXMA0,E RESULTING FROM RVNCWF OR GONSTRUCTiON ACTiVITY SHALL 5E REPAIRED IMMEDIATELY 3,2, IF THE FACILITY00 NOT REGULARLY RETAiNSTORM RUN-OFF., THE CAPACITY-ANWOR FREQU ENCY Of: 1 HE $WALES $HALL SE INCREASED E NTS gm� PIAW 217.10 1111111"AcKpiroft SWALE 2008 XXWS IN PLUR FADW, SRkLIN SPLI09C.) AT PW6 USE STAPLES "NAE R41", OR ffcu� VALEW TO ATTACA FAMr- TO MMS, V MAX, L PM VACNOVAY K WCI� W F OF VOW BACHM 0 LME? "v. SY u (r-# W"* VA14VE sac Pam. xmrm FW%M ............. mom °I. 0006MM OF use 11 WT FEN IX MAY 1*, U DOVM8LOPE OF ALL NSTORBEO AREA& Z SILT F9"J8ft0TWTFN0f0Tri ::00bCP1*TRATE`.0 FLOWS. WR ISINTENDED TC Ti�REA _E*T WOSTANTIAL AIM04*TS 01OVE-RIAM0 FLCM, ANY C011CENTRATIED FLOW MMT Se CONVEYfED THROUGH THE DOWNAGE SYSTEM TO -4 $W*ENT TW dlk:PONV Z 01110101 AND NVALLATIO111 SP60WCATIOW 2A THE GEOTIEXTLE USED MOST MET THE STANDARD LISTED BELLOW, A COPY OF THIF MAWFACTURERS FAWW SPEC;RCATIONS MOST S.E. AVA4.AMU ON SITE year.. .. ... ... ...... is x sJWf*,JW.1..1. kjmtS"_441. FAUS 4 *KTIM ff.RWftPVM JASW _"nL___ i AMNINWA, SAsftc at n*qu smakesT IA5TU DA&VI .,I Ala, WN i0tTUVI(RAn wmbftupoumw 2.2, STANDARD XTR04TH FABRIC REQURES Wil & SACKING TO :t THE. STRENGTH. OF THE FENCE WPA SACKING OR CLOSER KIST SPAC04 MAY K REQUWM FOR 9XM $TWOGTH FABRiC IFF F*L0 PEAF0RJ1&VOCE WARIRANTS A STROKWR FENCE, 23, WHE14k THE FENCIE IS INSTALLED, THE SLOPE Shftl NOT BE STEEPER THAN 2H11V 2.4, W- A TYPr-AL. SILT ffiNCE IS LJSED: TiE STANDA-*904X4 TREWH MAY NOT HE �WOUCEDAS LONG AS THE 90TTOM 0 INC�SES OF THE SILT FENCE ZS WUL K*20 ANO t&CURE fk A TRENCH nIAT STABILIZES THE FENCE AND DOES NOT ALLOW WATER TO RYPASS OR UNDeRMIN5 THE it,.T Pot(* 1. %A#PVkAMW STANDAIRM 11AW DAMPOE SKALL SE REPAIR WW�NiATILLY, 34, fli* F0", TH10y MUST St AI'MACEPMD AND COWEYED TO A SEDIMENT TRAP OR POND, iT S *".IAW� 1004" y#* 0"14, $40E V TIS pp,* 4 F1W.IX CLOGGING AND ACTING ASAI tT E TO: FLOW AND T40CCA~ QAANW,0ZATK-* C# IFLOV0 PARA4 E, to'r4 T*55 OCCU00, REPLACE THE FENCE OR REMOVED THE TRAP 96AWNT_ rIG 14Sao*, w N*w r* I-NOOF-o W4E-,N S*4**W -9:6 MIT"TO 42TRAVI �FASR� ffle-olt)(Tlts) Hiks VICTERKMA-171ED OW OLET 01iftAKDOWN, lIT SHALL SE ftPLACe C. 214.00 KHRUC - zik - DrPk1trMEN'r MANC COR STD NTS EX1ISY ip.NGI :LL, f, AC� EIINZ[,� D0 INOT C; STJRB BLECKV C2.01 I C3.07 rivA y LAN"GE" (0-N TOP wi,74- H ND F 2 1.4,1- & 1 BL14U� FLANGL NV W/_`,"'TA�1 2" E;,FT,4 ........... W, LA XT� 41-:1 ... ... ....... �N� , CU- I �NG 9�� FiL'l 44D U �J Mp, r1`t_0C_,X & I,-) i4,14, l I + ANHI'% IAL SPCDC)L'S C �4ALL -N, NE. N B Y ' 3 fit; ES CONNECTION TO WATER MAIN .... ....... . ................................................... EXISTING TEE OR END LINE CAP V A Sew%• -t'4 V%-*�,J -,t rT� �17- " C2.01 C3.67 t. A11. 1 1 WW It *6 C2.61 I C3.07 % 10, i16 PERMIT DRAWINGS Drawing Title STANDARD DETAILS Drawing scales indicated apply to 30" x 42" drawing sheets. Scale may not be accurate if drawing plots are less than this size. Revisions Number Description Date Permit 912512015 Revisions Drawn by TDY Checked by SDH Date 9/2912015 Project No 212033 Consultant Project No Owner Project No Drawing No 3n07 VA14VE sac Pam. xmrm FW%M ............. mom °I. 0006MM OF use 11 WT FEN IX MAY 1*, U DOVM8LOPE OF ALL NSTORBEO AREA& Z SILT F9"J8ft0TWTFN0f0Tri ::00bCP1*TRATE`.0 FLOWS. WR ISINTENDED TC Ti�REA _E*T WOSTANTIAL AIM04*TS 01OVE-RIAM0 FLCM, ANY C011CENTRATIED FLOW MMT Se CONVEYfED THROUGH THE DOWNAGE SYSTEM TO -4 $W*ENT TW dlk:PONV Z 01110101 AND NVALLATIO111 SP60WCATIOW 2A THE GEOTIEXTLE USED MOST MET THE STANDARD LISTED BELLOW, A COPY OF THIF MAWFACTURERS FAWW SPEC;RCATIONS MOST S.E. AVA4.AMU ON SITE year.. .. ... ... ...... is x sJWf*,JW.1..1. kjmtS"_441. FAUS 4 *KTIM ff.RWftPVM JASW _"nL___ i AMNINWA, SAsftc at n*qu smakesT IA5TU DA&VI .,I Ala, WN i0tTUVI(RAn wmbftupoumw 2.2, STANDARD XTR04TH FABRIC REQURES Wil & SACKING TO :t THE. STRENGTH. OF THE FENCE WPA SACKING OR CLOSER KIST SPAC04 MAY K REQUWM FOR 9XM $TWOGTH FABRiC IFF F*L0 PEAF0RJ1&VOCE WARIRANTS A STROKWR FENCE, 23, WHE14k THE FENCIE IS INSTALLED, THE SLOPE Shftl NOT BE STEEPER THAN 2H11V 2.4, W- A TYPr-AL. SILT ffiNCE IS LJSED: TiE STANDA-*904X4 TREWH MAY NOT HE �WOUCEDAS LONG AS THE 90TTOM 0 INC�SES OF THE SILT FENCE ZS WUL K*20 ANO t&CURE fk A TRENCH nIAT STABILIZES THE FENCE AND DOES NOT ALLOW WATER TO RYPASS OR UNDeRMIN5 THE it,.T Pot(* 1. %A#PVkAMW STANDAIRM 11AW DAMPOE SKALL SE REPAIR WW�NiATILLY, 34, fli* F0", TH10y MUST St AI'MACEPMD AND COWEYED TO A SEDIMENT TRAP OR POND, iT S *".IAW� 1004" y#* 0"14, $40E V TIS pp,* 4 F1W.IX CLOGGING AND ACTING ASAI tT E TO: FLOW AND T40CCA~ QAANW,0ZATK-* C# IFLOV0 PARA4 E, to'r4 T*55 OCCU00, REPLACE THE FENCE OR REMOVED THE TRAP 96AWNT_ rIG 14Sao*, w N*w r* I-NOOF-o W4E-,N S*4**W -9:6 MIT"TO 42TRAVI �FASR� ffle-olt)(Tlts) Hiks VICTERKMA-171ED OW OLET 01iftAKDOWN, lIT SHALL SE ftPLACe C. 214.00 KHRUC - zik - DrPk1trMEN'r MANC COR STD NTS EX1ISY ip.NGI :LL, f, AC� EIINZ[,� D0 INOT C; STJRB BLECKV C2.01 I C3.07 rivA y LAN"GE" (0-N TOP wi,74- H ND F 2 1.4,1- & 1 BL14U� FLANGL NV W/_`,"'TA�1 2" E;,FT,4 ........... W, LA XT� 41-:1 ... ... ....... �N� , CU- I �NG 9�� FiL'l 44D U �J Mp, r1`t_0C_,X & I,-) i4,14, l I + ANHI'% IAL SPCDC)L'S C �4ALL -N, NE. N B Y ' 3 fit; ES CONNECTION TO WATER MAIN .... ....... . ................................................... EXISTING TEE OR END LINE CAP V A Sew%• -t'4 V%-*�,J -,t rT� �17- " C2.01 C3.67 t. A11. 1 1 WW It *6 C2.61 I C3.07 % 10, i16 PERMIT DRAWINGS Drawing Title STANDARD DETAILS Drawing scales indicated apply to 30" x 42" drawing sheets. Scale may not be accurate if drawing plots are less than this size. Revisions Number Description Date Permit 912512015 Revisions Drawn by TDY Checked by SDH Date 9/2912015 Project No 212033 Consultant Project No Owner Project No Drawing No 3n07 x A ,Ilk FlR`, Pi M4L K CORE'-,"YPE CQ04 I` OW� F -t, '",,, ',",\,' ,., R.� RANT $ ,,, : A � �11 � D FK I ') "�. �, " I \ " ' k� L, . COYPRICSSKOIN '1111rIPE SUC-41 CL*N MEDALL','0M V', ,6� 4 '_',k2% NN",, L,,I� 17 ,r` R W-114 b" M,,:�'C�H,ANMC-A: SUPER CEINIRPON .1'101'�. 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