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HomeMy WebLinkAbout03D1741OWNER/DEVELOPER HARBOR HOLDINGS INC. 401 PARK PLACE, SUITE 311 KIRKLAND. WA. 98033 PHONE: (425) 822-5528 FAX: (425) 827-4108 CIVIL ENGINEER : PACIFIC ENGINEERING DESIGN. INC. 4800 S. 188TH ST., SUITE 360 SEATTLE, WA. 98188 PHONE (206) 431-7970 FAX (206) 431-7975 SURVEYOR : BOYD & ASSOCAITES 13039 6TH AVE. SOUTH BURIEN, WA. 98168 PHONE (206) 244-2869 FAX (206) 431-9110 SOILS ENGINEER : ASSOCIATED EARTH SCIENCES 911 5TH AVE. SUITE 100 KIRKLAND, WA. 98033 PHONE (425) 827-7701 FAX (425) 827-5424 LEGAL DESCRIPTION SE 1/4 OF SECTION 31, TOWNSHIP 21 NORTH, RANGE 5 EAST, W.M. SCALE: 1" = 60' .o 0 30 60 1174 IVISI N 2 (S (SINGLE F MILY) OrV, 10N 2 w.. ti s Lfl -- __ _.,. l PROJECT BENCHMARK See description at ri h t 1 .� KENNEDY A �� SF A PORTION OF THE SOUTHEAST QUARTER OF SECTION 31,, TOWNSHIP 21 NORTH, RANGE 5 EAST, WILLAMETTE MERIDIAN, IN u, KING COUNTY, WASHINGTON, DESCRIBED AS FOLLOWS: BEGINNING DIVISION 5A jv AT THE 1979 KING COUNTY MONUMENT AT THE SOUTHEAST CORNER OF SAID SECTION 31, THENCE NORTH 88'34'43" WEST A (SINGLE FAMILY) DISTANCE OF 1929.31 FEET TO THE SOUTHEAST CORNER OF Q LAKELAND HILLS DIVISION #3 ACCORDING TO THE PLAT THEREOF, RECORDED IN VOLUME 132 OF PLATS, PAGE 18, IN Q KING COUNTY, WASHINGTON, FROM WHICH POINT THE SOUTHWEST CORNER OF SAID SECTION BEARS NORTH 8834'43" Q WEST, THENCE ALONG THE EASTERLY BOUNDARY OF SAID PLAT THE FOLLOWING THREE COURSES, NORTH 47'3939" WEST A DISTANCE OF 131.52 FEET; THENCE NORTH 10034'16" EAST A DISTANCE OF 336.27 FEET; THENCE NORTH 0335'07" WEST A DISTANCE OF 628.00 FEET TO THE TRUE POINT OF BEGINNING, THENCE CONTINUING ALONG SAID DIVISION #3 AND THEN T INDEX ALONG LAKELAND HILLS DIVISION #2 ACCORDING TO THE PLAT THEREOF, RECORDED IN VOLUME 126 OF PLATS, PAGE 4, IN KING COUNTY, WASHINGTON, NORTH 0335'07" WEST A SHEET C1 COVER SHEET DISTANCE OF 941.29 FEET, THENCE NORTH 11 2627" EAST A SHEET C2 GENERAL NOTES DISTANCE OF 96.69 FEET TO THE SOUTHERLY MARGIN OF 51ST SHEET C3 PLAT MAP SOUTH HALF ( ) STREET SOUTHEAST AS PER PLAT, SAID DIVISION #2, THENCE ALONG A CURVE TO THE NORTHEAST WITH A CENTER OF RADIUS SHEET C4 PLAT MAP (NORTH HALF) THAT BEARS NORTH 43'40'02" WEST A DISTANCE OF 547.00 SHEET C5 COMPOSITE UTILITIES / SITE GRADING (S. HALF) FEET, THROUGH A CENTRAL ANGLE OF 0924'50" AN ARC DISTANCE OF 89.87 FEET; THENCE ALONG A CURVE TO THE SHEET C6 COMPOSITE UTILITIES / SITE GRADING (N. HALF) NORTHEAST WITH A CENTER OF RADIUS THAT BEARS SOUTH 53' SHEET C7 ROAD & STORM DRAINAGE PLAN / PROFILE 04'52" EAST A DISTANCE OF 1830.02 FEET, THROUGH A CENTRAL ANGLE OF 04'02'20"AN ARC DISTANCE OF 129.00 FEET, THENCE SHEET C8 ROAD & STORM DRAINAGE PLAN / PROFILE SOUTH 50'40'18" EAST A DISTANCE OF 143.83 FEET, THENCE SHEET C9 ROAD & STORM DRAINAGE PLAN / PROFILE NORTH 48'02'04" EAST A DISTANCE OF 203.65 FEET; THENCE SHEET C10 ROAD & STORM DRAINAGE PLAN / PROFILE NORTH 67*02'11 " EAST A DISTANCE OF 204.11 FEET; THENCE NORTH 86 02'20" EAST A DISTANCE OF 201.94 FEET; THENCE SHEET C11 SANITARY SEWER & WATER PLAN / PROFILE SOUTH 80'50'04" EAST A DISTANCE OF 75.24 FEET, THENCE SHEET C12 SANITARY SEWER & WATER PLAN / PROFILE SOUTH 04 3525" WEST A DISTANCE OF 110.00 FEET, THENCE SOUTH 07*04'12" WEST A DISTANCE OF 50.05 FEET; THENCE SHEET C13 SANITARY SEWER & WATER PLAN / PROFILE SOUTH 132435" EAST A DISTANCE OF 74.61 FEET; THENCE SHEET C14 SANITARY SEWER & WATER PLAN / PROFILE SOUTH 76 3525" WEST A DISTANCE OF 109.08 FEET, THENCE SHEET C15 TEMPORARY EROSION CONTROL PLAN (S. HALF) NORTH 87*58'14" WEST A DISTANCE OF 51.87 FEET, THENCE R$5-E)UILT AS -BUILT INFORMATION PROVIDED BY: CENTRE POINTS SURVEYIN� INC., P.S. 33701 9th AVENUE SOUTH FEDERAL WRY, WA g8003 VICINITY MAP PHONE'(953) l0lo1-1901 AUBURN 1s� 0 1ST AVE S AUBURN ALGONA aY,� LLINGSON RD AUBURN U ,¢ PACIFIC tKING KINGa AVE SE COUNTY��� SITE OUNTY_ t_/ � KING COUNTY Tq PIERCE COUNTY PIERCE COUNTY F PIERCE COUNTY u Z J = DIVISION 6 (SINGLE FAMILY) POST OFFICE ZONING R-2 (SINGLE FAMILY RESIDENTIAL) fl- City of Auburn (MGVD 29 Vert.) *.BENCHMARK Set chisled square at top of curb at driveway cut out 15' south of plat. Elevation=528.94 See benchmark map. PARCEL NUMBER ION 12 3121059015 E FAMILY) EARTHWORK ESTIMATE 26,528 C.Y. CUT 27,261 C.Y. FILL 5,621 C.Y. STRIPPINGS Record Drawing Certification These aIstrcons form to the Contractor's uction records. By Date: Title/Position: Confirmed by City: Date: PROJECT REF: FAC 00-0011 g/6/00� SOUTH 763525" WEST A DISTANCE OF 58.21 FEET; THENCE OF A CURVE TO THE LEFT WITH A RADIUS OF 339.87 FEET, SHEET SHEET C16 C17 TEMPORARY SITE CROSS EROSION CONTROL PLAN (N. HALF) SECTIONS CITY BENCHMARKSoil These plans are approved for conformance with THROUGH A CENTRAL ANGLE OF 34'00'24" AN ARC DISTANCE OF the City of Auburn's Engineering Division 201.72 FEET, THENCE CONTINUING ON A CURVE TO THE LEFT SHEET C18 SITE CROSS SECTIONS 31-P BRASS SURFACE MONUMENT AT THE CENTERLINE OF MILL POND DR. requirements WITH A RADIUS OF 516.66 FEET, THROUGH A CENTRAL ANGLE OF SHEET C19 SITE CROSS SECTION- AT 50th PLACE SE, 298.97 (FEET) 91.13 (METERS Approved By. _ :. 46'10'08" AN ARC DISTANCE OF 416.33 FEET; THENCE SOUTH 03' SHEET C20 DETAILS 31-0 BRASS SURFACE MONUMENT AT THE CENTERLINE OF MILL POND DR. JQ. o m o Approved B •L -' 35'07" EAST A DISTANCE OF 460.71 FEET; THENCE SOUTH 70' AT 51st STREET SE, 366.23 (FEET) 111.63 (METERS) Date Approved: Z.)pp �' y 51'34" WEST A DISTANCE OF 357.02 FEET TO THE TRUE POINT SHEET C21 SITE CROSS SECTIONS / f 8/31/Ov OF BEGINNING. 31-R BRASS SURFACE MONUMENT AT THE CENTERLINE OF MILL POND DR. Date Approved: pp SHEET C22 SITE CROSS SECTION AND SLOPE DETAIL AT 52nd PLACE SE, 393.30 (FEET) 119.88 (METERS) iS REVISIONS: REVISED PER C.O.A. REVIEW COMMENTS 07-10-00 GMH REVISIONS: REVISED PER C.O.A. REVIEW COMMENTS 08-26-00 GMH �F " p33 I or- Z � SHEET C23 ASPHALT TRAIL PLAN AND PROFILE 31-S BRASS SURFACE MONUMENT AT THE CENTERLINE OF MILL POND DR. SHEET C24 TRAIL DETAILS AT 53rd PLACE SE, 409.57 (FEET) 124.84 (METERS) I---� REVISIONS: REVISED PER C.O.A. REVIEW COMMENTS 08-01-00 GMH r-�, CIFIC NOINEERINCA ESIGN N C. ---�' IFNA L EXPIRES: MAY 6, 2001 W W W 0 U W 3 Q 0 0 �� r (0 I N N 0 I X r LL T 0co Cq W ao Z pok)�N Z W 00 Q<^ z �3N �Q,I QJ e. Z Q0 I d'�z(L ti' • PROJECT :'-0. LEL DRAWN BY 03-17-00 ISSUE DATE 08- 28- 00 SHEET REVISION Ln I� rn I 0 rn I d- 0 0 u Uj z 0 CL 00 00 00 rn w J Q W V) 0 co M w w Ir 00 00 vi 0 0 00 CIVIL ENGINEERING AND PLANNING CONSULTANTS Q 14 10 030►74 CD CD C \i Q 0 6i 0 co rn Q 3 0 z i.n L0 rn Lo C> M 0 C_ a Ln GENERAL COJIISTRl1C:TM NOTES 1 • ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO THE CITY OF AUBURN'S REQUIREMENTS AND SPECIFICATIONS. 2. ALL WORK SHALL CONFORM TO THESE DRAWINGS AND THE RULES AND REGULATIONS OF THE "WASHINGTON STATE DEPARTMENT OF TRANSPORTATION (WSDOT/APWA) STANDARD SPECIFICATIONS FOR ROAD, BRIDGE, AND MUNICIPAL CONSTRUCTION" LATEST EDITION, EXCEPT WHERE SUPPLEMENTED OR MODIFIED BY THE CITY OF AUBURN STANDARD DETAILS AND DEVELOPMENT PROJECT SPECIFICATIONS. 3. THE CONTRACTOR IS REQUIRED TO HAVE A COPY OF CITY OF AUBURN STANDARD CONSTRUCTION NOTES, DETAILS AND SPECIFICATIONS AVAILABLE AT THE JOB SITE ALONG WITH A COPY OF THE APPROVED DEVELOPMENT PLANS. 4. A PRE -CONSTRUCTION MEETING SHALL BE REQUIRED PRIOR TO ANY ON -SITE WORK FOR ALL PUBLIC FACILITY EXTENSION PROJECTS. 5. LOCATIONS SHOWN FOR EXISTING UTILITIES ARE APPROXIMATE. IDENTIFICATION, LOCATION MARKING AND RESPONSIBILITY FOR UNDERGROUND FACILITIES OR UTILITIES IS GOVERNED BY THE PROVISIONS OF CHAPTER 19.122 REVISED CODE OF WASHINGTON. PRIOR TO STARTING CONSTRUCTION, THE CONTRACTOR SHALL CALL ONE -CALL (1-800-424-5555) FOR UTILITY LOCATIONS (WATER, SANITARY SEWER, STORM SEWER, GAS, POWER, TELEPHONE AND TELEVISION). 6. THE CONTRACTOR IS CAUTIONED THAT OVERHEAD ELECTRICAL LINES ARE NOT SHOWN ON THE DRAWINGS. THE CONTRACTOR IS RESPONSIBLE FOR DETERMINING THE EXTENT OF ANY HAZARD CREATED BY OVERHEAD ELECTRICAL POWER IN ALL AREAS AND SHALL FOLLOW PROCEDURES DURING CONSTRUCTION AS REQUIRED BY LAW AND REGULATION. 7. TRAFFIC CONTROL AND STREET MAINTENANCE FOR SAFETY OF THE TRAVELING PUBLIC ON THIS PROJECT SHALL BE THE SOLE RESPONSIBILITY OF THE CONTRACTOR AND ALL METHODS AND EQUIPMENT USED WILL BE SUBJECT TO THE APPROVAL OF THE CITY OF AUBURN. CONTRACTORS AND THEIR SURETY SHALL BE LIABLE FOR INJURIES AND DAMAGES TO PERSONS AND PROPERTY SUFFERED BECAUSE OF CONTRACTORS OPERATIONS OR NEGLIGENCE CONNECTED WITH THEM. 8. DURING CONSTRUCTION, THE CONTRACTOR SHALL BE REQUIRED TO CONTROL ON - SITE STORM WATER RUNOFF BY USING TEMPORARY OR PERMANENT DRAINAGE EROSION/SILTATION CONTROL PROCEDURES. 9• IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE THE TRUE ELEVATIONS AND LOCATIONS OF ALL UNDERGROUND UTILITIES. 10. EXISTING PAVEMENT SURFACES SHALL BE SAW CUT FULL DEPTH WITH STRAIGHT, UNIFORM EDGES 12 INCHES (12") OUT FROM THE EDGE OF EXCAVATION. ALL JOINTS BETWEEN THE NEW AND ORIGINAL PAVEMENT SHALL BE PAINTED WITH ASPHALT EMULSION (CSS-1). 11. TIME LIMIT RESTRICTIONS WITHIN EXISTING RIGHTS -OF -WAY WILL BE APPLICABLE AND DETERMINED AT THE PRE -CONSTRUCTION MEETING. 12. THE CONTRACTOR SHALL INSTALL, REPLACE, OR RELOCATE ALL SIGNS, AS SHOWN ON THE PLANS OR AS AFFECTED BY CONSTRUCTION, PER THE CITY'S STANDARD DETAIL NO. TRSP-1. 13. POWER, CABLE AND TELEPHONE LINES SHALL BE IN A TRENCH WITH A MINIMUM HORIZONTAL SEPARATION FROM OTHER UTILITIES (SEWER, WATER, STORM) OF FIVE FEET (5'). 14. ALL CONSTRUCTION SURVEYING FOR EXTENSIONS OF PUBLIC FACILITIES SHALL BE DONE UNDER THE DIRECTION OF A WASHINGTON LICENSED LAND SURVEYOR OR A WASHINGTON LICENSED PROFESSIONAL CIVIL ENGINEER. 15. THE CONTRACTOR WILL BE REQUIRED TO WATER THE SITE, AS NECESSARY, TO REDUCE EMISSIONS AS A RESULT OF CONSTRUCTION ACTIVITY. THE CONTRACTOR SHALL ALSO SWEEP ALL AFFECTED PUBLIC ROADS, AS NECESSARY, TO REMOVE MUD DEPOSITED AS A RESULT OF PROJECT CONSTRUCTION ACTIVITY. 16. CERTIFIED DRAWINGS ARE REQUIRED PRIOR TO PROJECT ACCEPTANCE. REFER TO THE CITY'S "RECORD CONSTRUCTION DRAWINGS" REQUIREMENT. 17. FOR MANHOLE AND CATCH BASIN RIM ADJUSTMENT, MAXIMUM ADJUSTMENT WITH BRICK OF RIMS AND CASTINGS SHALL BE 14 INCHES (14") WITHOUT ADDING NEW SECTIONS. 18. ALL MANHOLES, CATCH BASINS, AND VALVES IN PUBLIC RIGHTS -OF WAY OR EASEMENTS SHALL BE ADJUSTED AFTER ASPHALT PAVING, AND CONFORM TO THE CITY'S STANDARD ADJUSTMENT DETAIL NO. STFG-1. ALL UTILITY CASTINGS OUTSIDE OF PAVED AREAS SHALL BE INSTALLED WITH A CONCRETE COLLAR AROUND THEM. 19. PVC MANHOLE ADAPTERS OR APPROVED EQUAL SHALL BE USED TO MAKE ALL CONNECTIONS OF SDR 21 OR 35 PVC PIPE TO MANHOLES OR CATCH BASINS. 20. THE MAXIMUM LAYING LENGTHS SHALL NOT EXCEED 12'6" FOR SDR 21 OR 35 PIPE. 21. BEDDING FOR PVC, CONCRETE AND DUCTILE IRON PIPE SHALL BE 518 INCH MINUS CRUSHED ROCK, SIX INCHES (6") MINIMUM UNDER, TO SIX INCHES (6") MINIMUM OVER THE PIPE, AS PER THE CITY OF AUBURN STANDARD DETAIL NO. GEPT-2. 22. REFER TO AUBURN STANDARD TRENCH EXCAVATION AND BACK FILL DETAIL NOS. GEPT-1 AND GEPT-2 FOR CONSTRUCTION PROCEDURES. 23. ALL IMPORTED PIPE TRENCH BACK FILL MATERIAL SHALL BE BANK RUN GRAVEL, FOR TRENCH BACK FILL PER SECTION 9-03.14. 24. PIPE TRENCH BACK FILL MATERIAL WITHIN THE IMPROVED RIGHT -OF WAY SHALL BE 518 INCH MINUS CRUSHED ROCK WHEN CONNECTION IS PERPENDICULAR TO THE CITY STREET, AS PER CITY OF AUBURN STANDARD DETAIL GEPT-1. 25. CONSTRUCTION OF PROPOSED IMPROVEMENTS SHALL BE IN ACCORDANCE WITH APPROVED PLANS. ANY CHANGES FROM THE APPROVED PLAN WILL REQUIRE APPROVAL FROM THE OWNER, ENGINEER AND THE CITY OF AUBURN. GRADING AND EROSION CONTROL NOTES 1. WITHIN THE CITY OF AUBURN, ALL REQUIRED RETENTION OR DETENTION, SEDIMENTATION AND EROSION CONTROL FACILITIES MUST BE CONSTRUCTED AND IN OPERATION, PRIOR TO LAND CLEARING AND/OR OTHER CONSTRUCTION ACTIVITIES, TO INSURE THAT SEDIMENT -LADEN WATER AND STORM DRAINAGE RUNOFF DOES NOT IMPACT THE ADJACENT PROPERTIES OR THE NATURAL DRAINAGE WAYS. 2. THE DETENTION, SEDIMENTATION (RETENTION IF INFILTRATION SYSTEM IS USED) AND EROSION CONTROL FACILITIES DEPICTED ON THE APPROVED DRAWINGS ARE INTENDED TO BE MINIMUM REQUIREMENTS TO MEET ANTICIPATED SITE CONDITIONS. ADDITIONAL DRAINAGE AND EROSION CONTROL FACILITIES MAY BE REQUIRED AS SITUATIONS WARRANT DURING CONSTRUCTION. THE IMPLEMENTATION, MAINTENANCE, REPLACEMENT AND ADDITIONS TO THESE CONTROL SYSTEMS SHALL BE THE RESPONSIBILITY OF THE PERMITTEE. 3. THE DETENTION (RETENTION IF INFILTRATION SYSTEM IS USED) CONTROL POND SHALL REMAIN IN PLACE UNTIL THE PERMANENT STORM SYSTEM IS IN PLACE AND OPERATIONAL. 4. THE TEMPORARY EROSION CONTROL FACILITIES, INCLUDING ALL PERIMETER CONTROLS, SHALL REMAIN IN PLACE UNTIL FINAL SITE CONSTRUCTION IS COMPLETED AND APPROVAL HAS BEEN RECEIVED FROM THE CI TY, 5. ALL AREAS OF ACTIVE EARTHWORK WHICH HAVE THE POTENTIAL FOR EROSION AND SEDIMENTATION IMPACTS ON ADJACENT PROPERTY AND DRAINAGE WAYS MUST BE STABILIZED ACCORDING TO THE FOLLOWING SCHEDULE. FROM APRIL 1 TO SEPTEMBER 30, AREAS AT FINAL GRADE AND THOSE WHICH ARE SCHEDULED TO REMAIN UNWORKED FOR MORE THAN 30 DAYS, SHALL BE STABILIZED WITHIN 10 DAYS. FROM OCTOBER 1 TO MARCH 31, EARTHWORK ACTIVITIES SHALL BE CONDUCTED IN STAGES IN ORDER TO MINIMIZE SOIL EXPOSURE. EXPOSED SOILS WITH AN AREA GREATER THAN 5,000 SQUARE FEET THAT ARE SCHEDULED TO REMAIN UNWORKED FOR MORE THAN 24 HOURS AND EXPOSED AREAS OF LESS THAN 5,000 SQUARE FEET THAT WILL REMAIN UNWORKED FOR MORE THAN 7 DAYS SHALL BE STABILIZED IMMEDIATELY. STORM SEWER CONSTRUCTION NOTES 1. THE CONTRACTOR SHALL OBTAIN ANY NECESSARY STORM LINE CONNECTION PERMITS FROM THE CITY OF AUBURN PRIOR TO CONSTRUCTION. 2. ALL STORM DRAINS WITHIN THE DEVELOPMENT SHALL HAVE STENCILED "DUMP NO WASTE - DRAINS TO "EITHER" STREAMS, "WETLANDS," OR "GROUNDWATER" AS APPLICABLE. SANITARY SEWER CONSTRUCTION NOTES 1. THE LOCATION OF THE SIDE SEWERS SHALL BE MARKED AT THE END OF THE LINE INSIDE PROPERTY BY A PRESSURE TREATED 2 X 4, FOUR FEET (4") LONG BURIED IN THE GROUND A DISTANCE OF THREE FEET (3'). THE LOWER END SHALL HAVE A 2 X 4 CLEAT NAILED TO IT TO PREVENT WITHDRAWAL OF THE STAKE. THE EXPOSED ONE FOOT (1') SHALL BE PAINTED TRAFFIC YELLOW AND THE DEPTH TO THE SIDE SEWER OR TEE SHALL BE INDICATED IN BLACK PAINT ON THE 2 X 4. 2. CONTRACTOR SHALL OBTAIN ANY NECESSARY SIDE SEWER CONNECTION PERMITS FROM THE CITY OF AUBURN PRIOR TO CONSTRUCTION. 3. UNLESS OTHERWISE APPROVED, THE CITY OF AUBURN SHALL DO ALL CONNECTIONS TO EXISTING SEWER MAIN WITH NEW TEES. THE CONTRACTOR SHALL BE RESPONSIBLE FOR TRENCH AND PAVEMENT EXCAVATION PIPE INSTALLATION, BACKFILL AND PAVEMENT RESTORATION. WATER MAIN CONSTRWWN NOTES 1. PIPE FOR WATER MAINS SHALL BE DUCTILE IRON MEETING ANSI SPECIFICATIONS A- 21.51 OF LATEST REVISIONS AND SHALL BE THICKNESS CLASS 52. PIPE SHALL BE CEMENT -LINED, IN ACCORDANCE WITH ANSI SPECIFICATION A-21.4 OF LATEST REVISION. 2. ALL PUBLIC WATER MAINS SHALL HAVE A MINIMUM COVER OF FOR TY- TWO INCHES (42 "). 3. ALL VALVES FOR WATER MAINS SHALL BE RESILIENT WEDGE GATE VALVES FOR TWELVE -INCH (12") AND SMALLER. BUTTERFLY VALVES SHALL BE USED WHEN OVER TWELVE -INCH (12"). 4. JOINTS, EXCEPT WHERE OTHERWISE REQUIRED OR SHOWN ON THE DRAWINGS, SHALL BE EITHER MECHANICAL -BOLTED TYPE, OR PUSH -ON RUBBER RING GASKET TYPE, CONFORMING TO AMERICAN NATIONAL STANDARD A-21.11. 5. PIPE FITTINGS SHALL BE DUCTILE IRON AND SHALL HAVE THE SAME KIND OF COATING, LINING AND STRENGTH AS THE PIPE TO WHICH CONNECTED AND SHALL CONFORM TO ANSI SPECIFICATIONS A-21.10 AND A-21.11 OF LATEST REVISION. 6. HYDROSTATIC TESTS ON THE NEW PIPE LINE SHALL BE MADE IN ACCORDANCE WITH THE PROCEDURE FOR WATER -PRESSURE TESTING WATER MAINS AND THE LATEST PROVISIONS OF AWWA C 600, EXCEPT AS MODIFIED HEREIN. THE CONTRACTOR SHALL FURNISH ALL EQUIPMENT NECESSARY TO MAKE THE TEST, AND THE CONTRACTOR SHALL CONDUCT ALL TESTS UNDER THE SUPERVISION OF THE ENGINEER. PRESSURE TESTS SHALL BE MADE ON ALL PIPING AND APPURTENANCES INSTALLED UNDER THIS CONTRACT, INCLUDING ALL CONNECTIONS TO EXISTING MAINS AT A MINIMUM TEST PRESSURE OF 200 PSI. 7. DISINFECTION OF THE NEW WATER SYSTEM SHALL BE REQUIRED PRIOR TO CONNECTION TO THE EXISTING WATER MAINS AND SHALL BE IN ACCORDANCE WITH THE LATEST PROVISIONS OF AWWA C 601. 8. THE CONTRACTOR SHALL OBTAIN ALL NECESSARY WATER SERVICE CONNECTION PERMITS FROM THE CITY OF AUBURN PRIOR TO CONSTRUCTION. 9. INSTALLATION OF CORPORATE STOPS, WATER SERVICE, LINES AND METERS SHALL BE PER CITY OF AUBURN STANDARD DETAILS NUMBERS WASM 1,2,3 AND 5. SERVICES SHALL BE A MINIMUM 314 INCH. THE CITY OF AUBURN WILL INSTALL THE METERS. 10. RESTRAINED JOINTS SHALL BE USED AT ALL BENDS. FOR TEES, 90? BENDS, AND SPECIAL CIRCUMSTANCES, CONCRETE BLOCKING SHALL ALSO BE USED. SEE STANDARD DETAIL WABL-1. 11. ALL WATER MAINS SHALL HAVE A BLOW -OFF ASSEMBLY AT LOW POINT AND AN AIR VACUUM RELIEF VALVE AT HIGH POINT OF MAIN. SEE STANDARD DETAILS WAAR-1 AND WABO-1. 12. THE FIRE HYDRANT ASSEMBLIES SHALL CONFORM TO STANDARD DETAIL WAFH-1 AND SHALL STAND PLUMB. SET TO FINISHED GRADE WITH THE LOWEST OUTLET BEING NO LESS THAN 18 INCHES (18") FROM FINISHED GRADE AND A CLEAR ZONE AROUND HYDRANT OF NO LESS THAN 36 INCHES (36"). THE PUMPER PORT SHALL FACE STREET OR FIRE ACCESS. 13. ALL VALVE BOXES IN PUBLIC RIGHTS -OF WAY OR EASEMENTS SHALL BE ADJUSTED TO FINAL GRADE AFTER FINAL PAVING IS COMPLETE IN ACCORDANCE WITH THE CITY OF AUBURN'S STANDARD DETAIL NO. STFG-1. 14. BACK FLOW DEVICES REQUIRED WITH FIRE PROTECTION AND IRRIGATION SYSTEMS, AND TO BE INSTALLED PER THE CITY OF AUBURN'S DETAILS. 15. THE UNDERGROUND FIRE SPRINKLER SYSTEM SHALL BE APPROVED BY THE FIRE MARSHAL AND INSTALLED BY A STATE LICENSED FIRE SPRINKLER CONTRACTOR. 16. STREET OR PARKING LOT CURBS SHALL BE PAINTED WITH FORMULA WID-Y1 (YELLOW) 15 FEET (15') EACH SIDE OF ALL FIRE HYDRANTS, AS DIRECTED BY THE CITY. STREET LK*fTM NOTES 1. ALL NON -CALCULATED DESIGNS AND CONSTRUCTION MUST MEET THE CITY OF AUBURN'S DESIGN CRITERIA. ALL POLES AND BRACKET ARMS SHALL BE DESIGNED FOR THE STREET LIGHTING LUMINAIRE WITH A MINIMUM WEIGHT OF 50 LB. AND TO WITHSTAND PRESSURES CAUSED BY WIND LOADS OF 80-MILES PER HOUR WITH A GUST FACTOR OF 1.3. WHERE CONFLICTS IN THE STANDARDS EXIST, THE CITY ENGINEER'S DECISION SHALL GOVERN. 2. FOUNDATIONS FOR LIGHT STANDARDS SHALL CONFORM TO STANDARD DETAIL TRSL-2. EACH POLE SHALL HAVE A CONDUIT SWEEP FROM INSIDE THE POLE THROUGH THE CONCRETE BASE FOR EACH DIRECTION OF WIRE RUN AND SHOWN ON THE PLANS. ANCHOR BOLTS PER SECTION 9-29.6(5) (FOUNDATION HARDWARE, CITY OF AUBURN SPECIAL PROVISIONS) AND STANDARD DETAIL TRSL-2 SHALL BE INSTALLED IN FOUNDATIONS TO ENABLE LUMINAIRE MAST ARMS TO BE INSTALLED PERPENDICULAR TO THE CENTER LINE OF THE ROADWAY SERVED. 3. LUMINAIRE POLE FOUNDATIONS SHALL BE 4 FOOT 6 INCHES DEEP AND 2 FEET SQUARE OR 3 FEET IN DIAMETER, CLASS 3000 CONCRETE (31NCH SLUMP) PORTLAND CEMENT. 4. POLE FOUNDATIONS NEXT TO OR IN SIDEWALKS SHALL BE PLACED FLUSH WITH THE FINISHED SURFACE OF THE SIDEWALK. THE FOUNDATION AND SIDEWALK SHALL BE SEPARATED BY A 314 INCH EXPANSION JOINT SUCH THAT THE FOUNDATION CAN BE REMOVED WITHOUT DAMAGE TO THE SURROUNDING SIDEWALK. THE TOP 4 INCHES OF ALL FOUNDATIONS SHALL BE SQUARE WITH SIDES EQUAL TO THE DIAMETER. 5. THE SERVICE CABINET FOUNDATION SHALL BE 24 INCHES BY 24 INCHES BY 6 INCH CONCRETE PAD AND CONFORM TO STANDARD DETAIL TRSL-3. 6. STREET LIGHT CONDUIT SHALL BE SCHEDULE 40 PVC-ASTM D1785. ALL CONDUITS FOR STREET CROSSINGS SHALL BE RIGID HOT -DIPPED GALVANIZED STEEL. ALL CONDUITS INSTALLED UNDER SIDEWALK AND DRIVEWAY AREAS SHALL BE SCHEDULE 40 PVC ASTM D1785. CONDUI T TYPE SHALL NOT CHANGE WITHIN A RUN. CONDUITS INSTALLED UNDER PAVED ROADWAY, NOT CROSSING THE ROADWAY, SHALL BE RIGID HOT -DIPPED GALVANIZED STEEL AND LOCATED 3 FEET PARALLEL TO THE CURB LINE IF POSSIBLE. CONDUITS SHALL HAVE A MINIMUM OF 24 INCHES OF COVER. 7. STREET JUNCTION BOXES SHALL BE SHOWN ON THE PLANS IN CONFORMANCE WITH THE CITY OF AUBURN UNIFORM WIRING DETAIL TRSL-4. JUNCTION BOXES SHALL BE OF THE TYPE SPECIFIED ON THE PLANS AND SHALL CONFORM TO THE REQUIREMENTS OF WSDOT STANDARD J-11a. 8. TYPE 1 JUNCTION BOXES SHALL BE LOCATED ADJACENT TO THE SIDEWALK WITH A LANDSCAPE STRIPE ON ROADSIDE, AT BACK OF SIDEWALK WITHOUT LANDSCAPE STRIP, OR WITHIN THE SHOULDER OF A NON -CURBED ROADWAY. 9. ALL LIGHTING STANDARDS AND BRACKET ARMS SHALL BE TAPERED ALUMINUM, DAVIT -STYLE UNITS, WITH 5 FOOT 9 INCH RADIUS PER SECTION 9-29.6(1)A (LIGHTING STANDARDS AND BRACKET ARMS, CITY OF AUBURN SPECIAL PROVISIONS), AND SHALL BE INSTALLED IN CONFORMANCE WITH CITY OF AUBURN LUMINAIRE POLE DETAIL TRSL-2. 10. ANCHOR BASES, PER SECTION 9-29.6(2) (SLIP BASE HARDWARE, CITY OF AUBURN SPECIAL PROVISIONS) SHALL CONFORM TO THE CITY OF AUBURN LUMINAIRE POLE DETAIL (TRSL-2). 11. LIGHT STANDARDS SHALL HAVE 2 STAINLESS STEEL THROUGH -BOLTS WHERE THE DAVIT ARM INTERSECTS THE POLE PER CITY OF AUBURN LUMINAIRE POLE DETAIL (TRSL-2). 12. LIGHT STANDARDS HANDHOLES SHALL BE (4 INCHES X 6 INCHES NOMINAL) NON -FLUSH TYPE, IN ACCORDANCE WITH THE CITY OF AUBURN'S LUMINAIRE POLE DETAIL TRSL-2. 13. PHOTOCELLS SHALL BE INSTALLED ON THE SERVICE CABINET IN CONFORMANCE WITH SECTION 9-29.11(2)(PHOTOELECTRIC CONTROLS) OF THE STANDARD SPECIFICATIONS, "SST" SERIES MODEL "SST-IES" OR EQUAL. A BYPASS SWITCH SHALL BE REQUIRED INSIDE THE SERVICE CABINET, CLEARLY MARKED PE BYPASS. ONE PHOTO CELL WILL BE REQUIRED PER SERVICE CABINET. 14. THE LUMINAIRES SHALL BE FLATGLASS HIGH PRESSURE SODIUM (G.E. OR EQUAL) AS APPROVED BY THE CITY ENGINEER. THE LUMINAIRE HOUSING SHALL CONTAIN THE BALLAST AND BE BRACKET ARM MOUNTED. THE BALLAST SHALL BE 240 VOLT PLUS 10 PERCENT WITH MAGNETIC -REGULATOR DESIGN AND BE PREWIRED TO THE LAMP SOCKET AND TERMINAL BOARD, REQUIRING ONLY CONNECTION OF THE POWER SUPPLY LEADS TO THE TERMINAL BOARD. THE ENTIRE POWER DOOR ASSEMBLY SHALL BE QUICKLY AND EASILY REMOVABLE AND REPLACEABLE THROUGH THE USE OF QUICK DISCONNECT PLUGS. THE LUMINAIRE SHALL BE BOLTED TO THE STANDARD BY MEANS OF CAST -IN INSERTS AND THIS DETAIL SHALL BE COORDINATED WITH THE STANDARD MANUFACTURER TO ENSURE PROPER FIT. THE TERMINAL BOARD SHALL HAVE LUGS OF A 240 VOLT 2-WIRE POWER SOURCE. EACH FIXTURE SHALL INCLUDE THE SHORTING CAP, THE BALLAST AND HIGH-PRESSURE SODIUM LAMP RATED 24,000 HOURS (MINIMUM). ALL LUMINAIRES SHALL BE CUTOFF UNITS FOR GLARE CONTROL. ALL LUMINAIRES SHALL BE HIGH-PRESSURE SODIUM, MEDIUM CUTOFF TYPE III UNITS AS MANUFACTURED BY GENERAL ELECTRIC OR APPROVED EQUAL AS LISTED BELOW. 100 WATT, ANSI LAMP TYPE S54; G.E. PART NUMBER M2AC10S3M1GMC32, MAX. LUMINAIRES PER CIRCUIT=14 15. ALL LUMINAIRES SHALL BE PROVIDED WITH MARKERS FOR POSITIVE IDENTIFICATION OF LIGHT SOURCE AND WATTAGE PER SECTION 9-29.10 (LUMINAIRES) OF THE STANDARD SPECIFICATIONS. A MAXIMUM OF 5 90 VOLTAGE DROP ACROSS EACH CIRCUIT WILL BE PERMITTED. VOLTAGE DROP CALCULATIONS WILL BE REQUIRED FOR ALL NON-STANDARD ILLUMINATION SYSTEMS. RS- BUILT. A3_5UILT ltirORMATION PPIOVIDEA BY: CENTRE POINTE SURVEYINU INC., P. 33701 9th RVENUE SOUTH FEDERAL WRY, WA g8003 PHONE M53) wpi- mai Record D awing Certification These dfawin conform to the Contractor's W co Uction records. B y. Date: 7�� Title/Position: _•� T• Confirmed by City. Date: PROJECT REF: FAC 00--0011 These plans are approved for conformance with the City of Auburn's Engineering Division requirements Approved By:-P�✓�^�`" Date Approved: REVISIONS: REVISED PER C.O.A. REVIEW COMMENTS 07-10-00 GMH REVISED PER C.O.A. REVIEW COMMENTS 08-01-00 GMH -�PACIFIC ENOINEERING INC. �F" 033 Z ofi 24 �g118612 p 0 / I NA S E04RES: MAY d. 2= . Q m Q N Z 0 0 W o � OD 0 ^ N dam' I x LL T 0 Z WoC4 - i=c1N .D04) WAN 0 U °0 Z Qao j3C4 d' Q Yz`� J �JZ Y W Qoito I 1YIL Q I 1 • • PROJECT NO. JHW DRAWN BY 03-17- 00 ISSUE DATE 08-01-00 SHEET REVISION I 00 00 00 w Ili J V) O co M W I_ 0 w w V) _ I- 00 00 vi O O 00 d- CIVIL ENGINEERING AND PLANNING CONSULTANTS 03a i��l AN K- 1. SE 1/4 OF SECTION 31, TOWNSHIP 21 NORTH, RANGE 5 EAST, W.M. i;i > J, lc� -LOIT-- 20 LOT ig LO 18 LOT' 17 LOT 16 LOT 22 LOT 21 LOT 15 LOT 14 9 CXVISION 7 LOT 13 ` ,p LOT 23 - ----- L=416.3,3 i.0i 1 R 516.66 o TRACT Ail 010 P 0- : FAC 00— 0011 PROJECT REF These plans are approved for conformance with the City of Auburn's Engineering Division requirements Iro L=51-57P ZZ, REVISIONS: REvISED PER C.O.A. REVIEW COMMENTS 07-10-00 GMH REVISIONS: REVISED PER C.O.A. REVIEW COMMENTS 08-28-00 GMH A C I F I C ENOINEERINE S I G N Approved By. L2A6nt!!n� Date Approved: 18612 ONA L 1 � E�G��� EXPIRES: MAY 6, 2001' z z 00 0 0 > C4 LI x LL a: O 0 Uj 00 Z P 0 N z g 5 coo to, 0 8 Z W 0 N OD j z 0 IN) z J M (L <LU IJ z W 0 99-65 PROJECT NO. GMH DRAWN BY 03-17-00 ISSUE DATE 08-28-00 SHEET REVISION 00 00 T- oo 0) Ld V) 0 (0 n Ld LO W CK_ V) T- 00 00 Vi 0 0 00 14- co CIVIL ENGINEERING AND PLANNING CONSULTANTS k,. M �v- e-1 e, PE 0 on S or 24 03 ID 17 qj 0 0 0 N Q 0 N N CD g c a L0 co M rn LD LO rn a n i V) L0 SE 1/4 OF SECTION 31, TOWNSHIP 21 NORTH, RANGE 5 EAST, W.M. o� 00 / , -' t O OAsa A i" r: y f, . 40 5+00 �, s3o p2 -- ED DER A E II) _ _.. 0, POS HEN �pH - ��5 �' R 110• -_ . �, AK PRO SjON 121 INCH - 40 FT. (DI VI '0 /J y: ,n - b 00 , 1 8 , .. _ _�-s 0 9 4 °0:2; 04 N6 rEKEY MAP -- 203.65 �' 27' r �- , 2 r _ Z 3.84 „ e Ox,..• �., �N 6 12 p Q f r - �► 1 � 9� F EP Z s.f �' 9,377a2 s• co ►�• + 9 868.8 d: #� O ,O ` o Z '� •32'2�"� ; 10,079.1 s.f. T f •�►._ . r - JJ ON-0N g s �' ' �•i -��Ol _ Z 9, 10 5 � " , ` �., �� • 6 � NOT TO SCALE 7 r 1 r 0 to 4 z � lL0 1 1ell co <- -- 7 g. 42 �15 `9.60 --_ � _ __ ' �2 GR0 1,2j 22 568.4 s. f �, 1 .2 s. f 2 ' 0 9 0 16 1 s. f. �6� I ,, 25,7� � �. .. K., ro � 20 4' � 0,023 �� O �Q, 11 l LJ. . ' - — . 9 3. 48 .o g• * �6• • fr5_...- PRIVATE PROPOSED 10 o, a 96,-- WIDE, a U V ' EASEME T DRAINAGE � `` kJ IN IV 20 W ,y, "r Y 2 7..3-.. s. f. �!` Q I .`� / -' `�'• �.�. g,32 s:f 8,621 5 ¢�. a Gj EXISTING TEMPORARY U) s° ------ - - E- SA C EASEMENT. r_ ,0 9 368 4 f r� \\ Z Q •� �6- o \ i CUL D EMEN 6.8 S. f --- - 19 r ' I 921012094 �• ,�.� . .-., • cn -'7� - w , 8,682.4 s. f ? ,o ��4 6RE AS -BUILT INFORMATION PROVIDED BY: �F c / - - 7 i` '°X �, :��'�'' �- TE SURVEYInt� Inc., P.s. CENTRE POIN '�`, 6 ' �� �,° AVENUE SOUTH IVY /co h� 01 9th NZ FEDERAL WAV WA 03 i QS5. _ W 1 f f, 11, /� �. `��,- PHon E (Z53) Iola i -1901 NO18 ZJ J �10312. ANN1 i PG 09 eo � 3S • I"0 7,"'04 12 W : 709 r o, lb /' i hOPO �/ •c4 � � �6, .. h� � • �/ O� UTILITY EASEME 1 MM ,, a o �0' �O� ASEMENT N CO• Q' EXISTING PUBLIC UTILITY E °�' ; ' �� ��` h'� G� RECORDING 9207200526 iVI 1 s� l -17 REVISIONS: REVISED PER C.O.A. REVIEW COMMENTS 07-10-00 GMH P F 0 033 ? 4 REVISIONS: REVISED PER C.O.A. REVIEW COMMENTS 08-28-00 GMH CIFICENOINEERINO ESIGN NC■ By. Date: Title/Position: • Confirmed by City. Date: PROJECT REF: FAC 00-0011 These plans are approved for conformance with the City of Auburn's Engineering Division requirements Approved By. 1�.tom+-,.+�,.—� �Iel Date Approved: 3 i D a z O 00 0 0 to N N I X LL MTM \J OZ �/ •�/ Z N0)N Q Z U Z QQa 3'T 4 � YUZ— J IL�Z W lZ Y o Q 11Yz I 11YIL Q .j Wi . PROJECT NO. GMH DRAWN BY 03-17-00 ISSUE DATE 08-28-00 SHEET REVISION 00 00 00 0) Q w J V) O M w V) w w 00 00 vi O O 00 CIVIL ENGINEERING AND PLANNING CONSULTANTS 03 D 17 41 0 CD CD CV 00 h Ln 0 Cu Q, a, 3 ti 0 Ln Lo Ln Lo CD 0'T / 0 L 0 U] un ?F " 033 5 OF Z 1 \ \ DIV.5A \ LOT 6 \ Ex..6g_ RIM ELEY = 527'6 ._..-. _ F L 12"� PVO FRM EAST EIEV_gyyi,t �L OUT TD SOUTH PLUGGED LOT 8 DIVISION 3 LOT 50 SE 1/4 OF SECTION 31. TOWNSHIP 21 NORTH. RANGE 5 EAST. W CONTRACTOR SHALL NOTIFY ENGINEER IF IT IS ANTICIPATED THAT MORE THAN 500 SF OF jJ't`l%j 'iTh hvGnuG V11s,JUI1i IMPERVIOUS SURFACE AREA PER LOT WILL BE DRAINED TO THE INFILTRATION GALLERIES. FEDERRL WAY, WR 48003 LIKEWISE, THE CONTRACTOR SHOULD NOTIFY THE ENGINEER IF SUBSTANTIALLY LESS THAN 500 ANON L : (Z53) IP61-19 01 SF OF IMPERVIOUS SURFACE AREA PER LOT IS TO BE DRAINED TO THE GALLERIES, AS THE LENGTH OF EACH GALLERY MAY BE SHORTENED. STREET ILLUMINATION NOTES.- 1. SEE SHEET C-2 FOR CITY OF AUBURN STANDARD STREET LIGHTING NOTES. 2. STREET LIGHTS SHALL CONFORM TO THE CITY OF AUBURN STANDARDS SECTION 310.3 LIGHTING SCHEDIULE FOR LOCAL DESIDENTIAL: LAMP WATTAGE=100, AVERAGE ,AINTAINED FOOT- CANDLE= 0. 4, REQUIRED UNIFORMITY RATIO=6 TO 1, LUMINAIRE MOUNTING HEIGHT= 30 FT. LIGHT PATTERN= M-C 111, DAVIT ARM LENGTH= 8 FT. SPACING= 185 FT. 3. LIGHT STANDARD FOUNDATIONS PER STANDARD DETAIL TRSL-2. 4. SERVICE CABINET FOUNDATIONS PER STANDARD DETAIL TRSL-3. 5. JUCTION BOXES PER STANDARD DETAIL TRSL-4. 6. LIGHT STANDARDS PER STANDARD DETAIL RESL-2. 7. LIGHT STANDARD HANDHOLDS PER STANDARD DETAIL TRSL-2. 8. LUMINAIRS SHALL CONFORM TO CITY OF AUBURN STANDARDS SECTION 3.10.11, FOR 100 WATT LUMINAIRS. STREET LIGHT SCHEDULE STREET LIGHT# STATION OFFSET 1 0+20.08 24' RT. 2 2+05.08 24' LT. 3 3+94.57 24' RT. 4 5+ 73.62 24' L T. 5 7+56.39 24' RT. 6 9+20.06 24' L T. 7 10+82.71 24' RT. 8 12+ 14.92 24' L T 9 13+80.08 24' RT INFILTRATION TRENCH SCHEDULE LOT # TRENCH LENGTH TOP OF TRENCH PIPE ELEV. 80 TT. OF TRENCH LOT 1 40 LF 499.0 497.0 795.5 LOT 2 80 LF 465.0 463.0 461.5 LOT 5 80 LF 437.0 435.0 433.5 LOT 6 40 LF 435.0 433.0 430.5 LOT 7 40 LF 459.0 457.0 455.5 LOT 8 1 40 LF 1 463.0 461.0 459.5 YARD DRAIN SCHEDULE YARD DRAIN# Y.D. RIM Y.D. INV. 1 492.6 490.6 2 463.7 461.7 3 475.8 473.8 4 463.7 461.7 5 437.0 435.0 6 435.0 433.0 7 459.0 457.0 8 463.0 461.0 ---------------- LOT 32 -- - - - -- ^--- - - - - L D , L I- Z PROTECTION - T O (LOTS 2-6) w I MAIL BOX SPECS. - USE TYPE II CLUSTER BOX UNIT (12 DOORS) MODEL NO. N1004637 31 " H. x 30-1 /4" W, x 17 518" D. TOTAL HEIGHT W/ PEDESTAL IS 62" HIGH AVAILABLE FROM POSTAL PRODUCTS UNLIMITED, INC. (1-800-229-4500) �Q KEY MAP ALE CENTERLINE RIGHT-OF-WAY - - - - - PHASE LINE BUILDING SETBACK LINE ASPHALTIC CONCRETE PROPOSED CONTOURS 430 EXISTING CONTOURS --- 423 -- LOT LINE - - - - PROPOSED WATER MAIN WTR. SS PROPOSED SANITARY SEWER PROPOSED STORM DRAIN ST CATCH BASIN TYPE 1 CATCH BASIN TYPE 2 0 SANITARY SEWER MANHOLE FIRE HYDRANT WATER VALVE HORIZONTAL BEND TEE +- ROCKERIES C�0 �Z-11 REVISIONS: REVISED PER C.O.A. REVIEW COMMENTS 07-10-00 GMH REVISED PER C.O.A. REVIEW COMMENTS 08-01-00 GMH -1 PACIFic ENAGINEERINGi ESION NCIS REVISIONS: REVISED PER C.O.A. REVIEW COMMENTS 08-28-00 GMH f"'1 Record Drawing Certification These 7kingsTnform to the Contractor's on tion records. b _ . By Date: Alk& Title/Position: Confirmed by City: Date: PROJECT REF: FAC 00-0011 X'/34/QO 4�r These plans are approved for conformance with the City of Auburn's Engineering Division requirements Approved By. 1 / �-ice Date Approved: Sy d o ? 18612 SSIF�A L T E EXPIRES: MAY 6, 2001 OZ �QO CO a. oEt� 3 z Q Z 0 OD 0 r� V♦ � h OD O N LI X r � 0 WON Z �0to WAN 0 b QQa� Z 0 jCq JQJZ W 11eo g � Q � J � 99-65 PROJECT NO. GMH DRAWN BY / -00 03-1 ISSUE DATE 08- 28- 00 SHEET REVISION 00 00 00 rn Q w J V) O c� w I_ V) w w fy I- V) 00 00 O O 00 CIVIL ENGINEERING AND PLANNING CONSULTANTS 03 D 17 W 0 0 c1J co T) m 0 Q 3 0 U LO a") cn LO 0 an rn CD Cl V) U) PF "; 033 6 OF 04 STORM INFILLTRATION GALLERIES INFILTRATION GALLERIES SHOWN FOR LOTS 1-17 HAVE BEEN DESIGNED USING BEST ENGINEERING PRACTICES WITH THE FOLLOWING CRITERIA: 1. SOILS TYPE 'C': PER AUBURN STANDARDS, THIS SOILS TYPE REQUIRES 75LF OF INFILTRATION PER 1,000 SF OF IMPERVIOUS AREA DRAINING TO THE GALLERY. 2. ASSUME 500 SF OF IMPERVIOUS AREA (1/2 ROOF AREA AND FOOTING DRAINS) DRAINING FROM EACH LOT. 3. USE 4OLF OF INFILTRATION GALLERY PER LOT. CONTRACTOR SHALL NOTIFY ENGINEER IF IT IS ANTICIPATED THAT MORE THAN 500 SF OF IMPERVIOUS SURFACE AREA PER LOT WILL BE DRAINED TO THE INFILTRATION GALLERIES. LIKEWISE, THE CONTRACTOR SHOULD NOTIFY THE ENGINEER IF SUBSTANTIALLY LESS THAN 500 SF OF IMPERVIOUS SURFACE AREA PER LOT IS TO BE DRAINED TO THE GALLERIES, AS THE LENGTH OF EACH GALLERY MAY BE SHORTENED. Uhl 1 O A REVISIONS: REVISED PER C.O.A. REVIEW COMMENTS 07-10-00 GMH REVISIONS: REVISED PER C.O.A. REVIEW COMMENTS 08-28-00 GMH SE 1/4 OF SECTION 31, TOWNSHIP 21 NORTH, RANGE 5 EAST, W.M. STREET LIGHT# STATION OFFSET 1 20.08 24' RT. 2 2 5.08 24' L T. 3 3+ 4.57 24' RT. 4 5+ 73.62 24' L T. 5 7+56.39 24' RT. 6 9+20.06 24' LT. 7 10+82.71 24' RT. 8 12+ 14.92 24' L T. 9 13+80.08 1 24' RT. REVISED PER C.O.A. REVIEW COMMENTS 08-01-00 GMH A5 _ 15U I Ur STREET ILLUMINATION NOTES. 1. SEE SHEET C-2 FOR CITY OF AUBURN STANDARD STREET LIGHTING NOTES. RS- WILT 1MFORMAT10M PROVIDED (5Y. 2. STREET LIGHTS SHALL CONFORM TO THE CITY OF AUBURN STANDARDS SECTION 310.3 LIGHTING SCHEDIULE FOR LOCAL DESIDENTIAL: CENTRE POINTE 5URVFYIHy Mo. � F.5• LAMP WATTAGE=100, AVERAGE ,AINTAINED FOOT- CANDLE=0.4, REQUIRED 337W 9th AVENUE SOUTH UNIFORMITY RATIO=6 TO 1, LUMINAIRE MOUNTING HEIGHT= 30 FT. LIGHT PATTERN= M-C 111, DAVIT ARM LENGTH= 8 FT. SPACING= 185 FT. FEDERAL WRY, WR 98003 3. LIGHT STANDARD FOUNDATIONS PER STANDARD DETAIL TRSL-2. PROHE, CZ53) W01-19111 4. SERVICE CABINET FOUNDATIONS PER STANDARD DETAIL TRSL-3. 5. JUCTION BOXES PER STANDARD DETAIL TRSL-4. 6. LIGHT STANDARDS PER STANDARD DETAIL RESL-2. 7. LIGHT STANDARD HANDHOLDS PER STANDARD DETAIL TRSL-2. -%r 8. LUMINAIRS SHALL CONFORM TO CITY OF AUBURN STANDARDS SECTION T - 3.10.11, FOR 100 WATT LUMINAIRS. LOT # TREN H LENGTH TOP OF TRENCH PIPE ELEV. BOTT. OF TRENCH LOT 8 ,. 40 LF 463.0 461.0 4595 LOT 9 '40 LF 461.0 459.0 457.5 LOT 10 40 LF, 464.0 462.0 460.5 LOT 11 40 LF'`' 461.0 459.0 457.5 LOT 12 40 LF 471.0 469.0 467.5 LOT 13 40 LF 464.0 462.0 460.5 LOT 14 40 LF 468.0 466.0 464.5 LOT 15 40 LF 467.0 465.0 463.5 LOT 16 40 LF 464.0 462.0 460.5 LOT 17 40 LF 1 466.0 464.0 462.5 YARD DRAIN# Y. D. RI Y. D. IN V 8 461.01459.0 9 459.0 457. 10 464.0 462. 11 461.0 459 0 12 471.0 46 .0 13 464.0 462.0 14 468.0 466.0 15 46 Z O 465.0 16 464.0 462.0 17 466.0 1 464.0 MAIL BOX SPECS. USE TYPE II CLUSTER BOX UNIT (12 DOORS) MODEL NO. N1004637 31 " H. x 30-1 /4" W. x 17 5/8" D. TOTAL HEIGHT W/ PEDESTAL IS 62" HIGH AVAILABLE FROM POSTAL PRODUCTS UNLIMITED, INC. (1-800-229-4500) LOT 6 KEY N LEGEND CENTERLINE RIGHT-OF-WAY - - - - - PHASE LINE BUILDING SETBACK LINE ASPHALTIC CONCRETE PROPOSED CONTOURS 430 EXISTING CONTOURS --- 423 ----------- LOT LINE - - - - PROPOSED WATER MAIN WTR' - PROPOSED SANITARY SEWER SS PROPOSED STORM DRAIN ST CATCH BASIN TYPE 1 CATCH BASIN TYPE 2 SANITARY SEWER MANHOLE FIRE HYDRANT WATER VALVE 04 HORIZONTAL BEND _+_ TEE -+T-+- ROCKERIES (10 Record Drawing Certification These win��//�conform to the Contractor's Ica tuetion records. D• Title/Poultion: Confirmed by Date: PROJECT REF: FAC 00-0011 041aO ey These plans are approved for conformance with the City of Auburn's Engineering Division requirements K. Approved By. LI) S4j,4 Date Approved: 3 100 o PACIFIC ENGINEERING DESIGN INC. o Q 3 Z Q Z 000 i 00 O IN I X f LL 0 � C Z •D0L0 0 LU C4 Z _N � Q Z3 Ir (L Z W a®�o I dY0. J MR PROJECT NO. GMH DRAWN BY 03-17- 00 ISSUE DATE 08- 28- 00 SHEET REVISION i 1h 0 rn I r- M 0 0 (V u lii z O a- .1 Q L J 0 co w V) E W Iz V) I'_ 00 00 Vi 0 0 00 It CIVIL ENGINEERING AND PLANNING CONSULTANTS 01017,11 n \ 11.1,11.1" I I'll, 11 \\� - L,..4Z:>T 1 I 11 L-<:>-r 2 ' 8EA/4 MAX FF�514,0 -, � , - - j I" - I , , EAST EL[--.Vz_-;52L`),j7A , L ()Ij -T To - SOUFH P0.1GOED,­-1.111.1 520 ­­ ___ - I � -III .1 � 11_ PER TD. D " - . LOT 6 '\ %A,,/- I Ir � 1, ..."', ­_ I x .. ­­ ­ 12 " S I ­1 . . . S,TCB-1 (T ICAL) I I 5A \DIVISION I ­1.1 1 \\ • 22 - LF �g "_ -P-V-C _I � -- -,- v­0 '"h,AK_ \ �\ (S i. M IN.-) - ( D -1, _ IN 516.0/-­1 --IIIII __ I - \ - 11 I 111­ i I--4, C,",IjR� LIT I � I _) � , �, � N Lj A, Fr, ,� .: A- ,/- �,"_ �,� ,528, ,�, ­ ­" ­ 9 - _ __ - � I , ­­ ­_ _ �- - 1, I— �! ­­­­,tl, - - � , ll,­,%. ­ � � ': I -�, 1- � :� '_ - t%:_:. __ - q, - ...... - - :­. , ,­,_�, I 1� . I ­ , � - , , f , IE _ I 1. � , , , 1 , I , , " - ­.� , . , ­­�� 1,�,;�; I N I L "I, , ..... . 1>rF­��, "_ k _­­ 17'1 ", __ - I , 7 � "� " ' " , &0O ?xIWt4 0r 1 " -t : EAST, W. M.F' CTION 31I TOWNSHIP 21 NORTHI - I _ , ­ .N - LcT 3 ""­L.,_<>r­-4 MAX FF=505.0 MAX_FF=498.0 -, I,.. -- ..... __ I STA. 2+88.53i 17'LT _ ....� ---,.-,.1 -11CB#3 (TYPE 1) �.. PER C.O.A. STD. DET. I j, STCB-1 (TYP) "�,1 ,_ __ I- IWV-49&1 ­,,, �\ a b J 1 SCALE1" = 20' 12 = 0 i 1 0 � 1 1 1 1 1 -1 1 1 11 12 1 1 1 I 0 4 I 0 M M I /, / A>2 18612 p _ Aj� * I _-1 b EXPIRES: MAY 6, 2001 EA z < W 0 .j j Zed IL 046Q� 0 z - a Da < � I i a: 3 M 3 < Im to z 0i D O0 q (O I N N > 00 0 ^ 4) IN 11 ""' .. I x < r, U. .M 0 W 00 0 z V) L_ CO N I 0) z 00 I - (O 0 0 to 8 �0) N Z W (q 0 a o .OD ,.f < ^ -1 N z 0 J C4)q I OL. < , I V 0 .., a: .L z .. 11: J 2 <<ui Uj(L _j Z x 5e 0 < HiI L < .. J 99-65 PROJECT NO. JHW-GMH DRAWN BY .03-17-00 ISSUE DATE 08-01-00 00 00 , 00 M < 3: Ld _j r_ < hi (n 0 (O V) bi I— :D (O �_ W Li x V) T_ I-_ 00 00 � V) . 0 0 00 It SHEET REVISION � • �,_11 1 1-4 . :::::: ................I .......................::::::.....r ......... ..... ....I ................... ::i::: .......................................;:::::...................... I ............... 11 i........................................ :::: ........................................:: .................................... I.A::: ... .....I. I ........�......I............1...::.........I ............................. ... ::: ............ I ..............I ......................... .)............................. §. ,J!p�t,1011 7512K)­.....*­*­I......, .I.-. ;i!:� -.��I;.; .........1....1............�... :::: .......................................:........................................:... � ...........................�....�....... ::L., .-................................... �:: ....................................... ;:: ....................... � .......­­....=... . ......... .........::. ................................I....I ... ::: I ted! 'DaeApprovOI L/ I 011RUfI Is"3 54 (.0INVi7K2 ,E(�55)Loo4a0 INV0Zwotl, i 943N 6 7I( . 0+00 1+00 31D. 8 2+00 b 0 rzoz44e.90 N (R. 5.) - ­ . . * GMII _1 1'_ :77==1 CIVIL ENGINEERING AND I . . REVISIONS: REVISED PER C.O.A. REVIEW COMMENTS 07-10-00 GMH REVISIONS: REVISED PER C.O.A. REVIEW COMMENTS 08-01-H ACIFICENOINEERINO ESIGN NC. U C__ PLANNING CONSULTANT'S . I. . I I F- 11 033 -1 or- ,"I I . , 01017841 ' ,., . .. I -. , : _,.. --,, .... .... .....I.I ....II-. �...I .... .I.,.1.II �_....�.I ,.... '.... " ...i,.............., . 4 8...I I..-.,...I.,.:�-I...-i..�1.3. ... ....1..I..1.1.1.1-... ..I- ... 1..1 ..­.I�..I -1..._._..I....._....�...­(_...­.....II . .........--...1..._�,...,1_,...I..I.1.;...-...-..._�.�... ......4...1....II1 ...... ..C./..I.2.........,....-...411...\ _.....II , -..L .­....... ... ... ..�....I._...... ..I .....N� ..1. .0.....1.. ..._ .. '.I � 81 .. . .." ..I... . .,1 r U.. -.III T 2O.\� ..I. I . � I . I .' _. 1" * + I I ,. . - .. , ..- " 1 ..,_ L. I,. I. .. I _.. ,....I.I,........_....­....I� .............N.I.._I I. . ...�...._._.. ..-.....1_.......�. -........�...­I... .�..I. ...........I ... ..-.... ....V....... I.I .I.... ... - ..A...+9._ .. ...j..I.I. ... -.. .... .�............. I*.I­.­.....­y .. .s4.- 05I 1 .......N....... ...n.*�.I .....X. ....I. - I ... ... 4)... .,.....�� .. ......I 0 ... ...�. .1111... ....le....1_.... ... ..,( .. .. 0 .... ....r .... ... E.... ..I ... ... ..�.. 1 ) ... ... ... ... � ... ...I ... VI.. ... ...�....�."..­.......�I ... S..I.......'.. ... ..........I.. -...�....=x.....1..I .. ...... .... -...�� . ..."...... .... ...... ....5.... .... .1..I.I r ..... ... ........ ... .7......f........... ........ I .... .... ..... I .......... ­ - gory _, A 4 4 44 �4 4 . I, � 44 4 -" �4.6 -f14 I 4 4 4 41 64o� 1c0 b e, � ��% i 4 4= ,t � __- �I - - � F. I ,�k1, . 20LC MAIL "BOX V / =1.09 MIN - LOCATION - ------__7---- � I ---- �7--------------- .Wl-------- 6 - --- __--- -_�2 _! - ---), ---- -------7- _ _� ----, �- INV=499 -_�02.,I I -V 508.0 INV50 ­_�\ ! - -- -.1 ---INV=516.0 514S-A 2+88.53, 17R 7 502 � _ / \ 1 4 CB#20TYPE 1,)1 iT 4 CB#4 (TYPE I) - " I ( ISO MIN FF=514.0 PER C.O.A. STD. gfT. =4 9 ," LOT 7 \, 6 PER C.O.A. STD. DET. J4 MIN FF=5080 STCB_I (TYP) N FF=502.0 500NOT SCAL,D"SIO.0 ... , STCB-1 (TYPICA 4- ­ M)FF-522.0 ­­ 510504 -16 / 502 506�-2�#12\ 4 518-�8 -510 RIM ELEV 52818 i \ 520 11� 4 4 EV=2.0? I \ 526 522 516 10i \ 5 8\ 6 52­._ 4 I� 30 8-- rff�_i \ 4 `%1 L_ C31 YARDDRAINX D >r\ 4 -rRIM ELEV 5-�_)­�j L_ - 11C2TL_ cT 3 cr 3 Z ! r\1P516 -10 " "i I,W0/ I YARD DRAIN ---- YARD D\ 53A \ ­_--__ ____�- 4 N - -- _W _AIN DRAI V/ INV=ffr'& 4 RIM-5 ) �-.--- 77 --====_-­-= \ 0__INV -5W3/, &..- , - / \ _ RAIN ----- ---- --- -- \ , ___ _ - Jr-, - / - 1 2 4 5 6 5 \ ` / 4 ....................................................................................................................................................................................................................................................................................RecorrwinCertification ............1a : . . 0 These Contractor �- N 1B : . .2 Z K u2 <1 nrecordseq 40 d : Z1. . �: : : :1 . -i � :r j : . I 300' VERTICAL: CURVE 2 B : :: : . . PV1 STA = 2+".883N ....I..........I ............................I............................................................................: ................................. .................4.........................................I.,.............I...........:.................................. ............ .................................................................................1..............: .................................: ............................................................. - te: ..............v............................................................................... : 1Q 0 0 : ; : A.D. 00 . FINISHCENRLNLEVA: E�TEIE ETIONS� C/P: Tiosition_ Ui TYPICAL I8 () : Date: : : z 6 : 0 EXISTING GROUND. . : : . .-7=:�: : : -., 20' � : : EXISTING GRADE ... : ............! : _....�....... a ........................... ;�.** ........................... ... :................................ ............................IV.,.........................................................................E.... .............:... �_ . ­ : t- . : - , _� � __ 1. __ -! : . - . o : " I : TTFOR E1 OEALL IS I � 7 _ : ­:NNSOU � : : CALLOUTSARE IN FTIFT.-, , : --, . "IVER *1 : i: I i/ : CURVE I ................................. : : : * i 1,: �0. : � 4 ! . . W : . . OWL TOFSFOR SALL OFET$ '_ z - -, �. i I: : __ :_""?�" :LOCATED INTHE FL : I RFOR STRUCTURES : E,FACE OF CUB : : I 1 IN : : , _o,, AW: AY FROM TH:E FLOW -LOCATED I : _ :THE OFFSET: IS TO CENTER OF : ­****...*......*- : .......1......... 1.,.:...................I..................:....................z.. .... , ...................................115..........I............................I_ : 11 i : - io : j__ STRURE:TYP. : : : . CTU:r9 .."­"', 1 12 " : _zNOTE. . : , � _ VLF : LL STORMPIPSHALL BE PVC I I . . i : � - : -- _ : ,9� II __- SDR (UNDWYS)3) 3034 15 ER ROADA : -S -0+04.$5 il: __. .�� OR 21 �y LANDSCAPE AREAS i . )..... - �:M(...� .....I .. ..............._1..-4.. .......................! .................................5.....X11..... C�a�...:... ..................I................ ., .o : (TYPE I) ---__ . . _, RI1733M.B,) PROPOSED .12.. .: !NVI(12)=F N&5Z&kti(A.5­: . �.WATER MAI-N - __ :: : : ------__L � � ---,-:_. -_�- '- ! : : -! SE8. " i: L) : : : : : : ,-- '. ; : : . I I I 11 ..........................I.....I..................I........................4................................. ......................I...;.: TA..±&.3...j7.....RT........................... .. _.....................11........:................-- ..............W....M...............................:.................I....................:....................:�_�....�_.............I..................:....................I._.____-:.*4..485.1. :................................- .....I....... .......................................:.......................................:....................................... .......................................:..................!......I-SEER AIN ; 3 (TYPE I) -.. 4- : _, 4 : : : 417Rt--- 1� (CNB INLET AND VANE GRATE REFAC 00-0011MPR : OJECT : : : YPE: - !TA0+85F: : S:8 : :: ­,_ nforme ofi ayC8 j2 (T1) (1 : :: CU4B INLET &�ANE GRATE`) ) Z,7plaappro : : ; : __ rn'nganeerindvvisionreuirements.: 5W(I AubuEqRIM+&16.A.5.1 _9_ : Tntift5y 7. 1. INV.�49MBUM : : __.. .................�...............­­­1­1­­­­­................................:............................. - ....... WI... ........................I..............:....................I..................:.......................................:....I...I..............................:.......................4, . . : ; : ! : ! : : : ; : : TA:0+88.45, 17: LT +8i .: : 019AYEHU5THI d: ; . _501pprovey-430 (B): GRA ACB 1 TYPE I : (CUR8 INLET A. `VANE GRATE) : CURB INLET & MANE TEWA(: : FEAL: YR RIM . . I iAB . •i. It. b m CD 0 cn CM n 0 0 0 N Q 3 0 0 Cr c0 M C'ri Ln 0 L d / .-499 ---500 L.OT W _z J SE 1/4 OF SECTION 31, TOWNSHIP 21 NORTH, RANGE 5 EAST, W.M. r2 MjN FF® 89 SCALE: 1" = 20' KEY MAP 'ALE ,� ► ��` r .................................... ...... ................................. ....................................... ............. ......................... ....................................... ....................................... ............ ........................... ....................................... ....................................... ....................................... ....................................... ............................................. ... ......... ........ ........................................... ....................................... ............................. »....... ....................................... .................................. ................................ ....................................... .» .................. ....................................... ................... ........................................ 4 3001 VERTICAL CURVE i i W5 ILT SCALE RAI= 201 h SCALEV: n'sS i A-EaLTNORCFMON PROVIDED 6� ...........LI ..»......................................................................................................... _ .......................................... ....... ............................................................................................................................................................................................................................................................................................................................................................................................................................... . cp i i i O CI 33h AVE U n S OUt N i FEDERAL WAY WAi8aD3 y PwonE ' (253) �cv19 Of �• EkISTING GRADE jN Q.;............................................................. E....................................... ....................................€.........................::..................................................•....ku...W................................................................................................................................................................................................................................................................................... , »� ... : ...:... ...:... { \ ALL OFFSETS FOV? STORM: DRAINS i IN ' THE FLOWLINE:ARE TO LOCATED j -FACE OF CURB. FOR STRUCTURES I i •,..�,,,� � � COCA TED A WA Y FROM THE FLOWLINE, fiHE OFFS N `R .� ET IS TO CE T� OiF° i.. ................. .T.RU.G.TUR. « .................................. _ ........ ........................ ....... ......... .... S E TYP . ........ .......... ......... ..... .................... ......... ......... ........ ............... .... ..................... ........ ......... ................. «f.. i iON Q-12 Joe ;ALL STORM PIPE SHALL E PVC i s L �' B - ��t i 3034 SDR 35 (UNDER RdADWAY'S) ; O17 SDR 21 (IN LANDSCAPE AREAS). ue .. 12 • ST: S . oAlt FA • LF 12 ST. i :.. •�" ST S ..__� . S�9�g1999 Wwn�_ - . PROPOSED ' 0 OSED 12 L f Q or i . i --- ---; Record Drawing Certification >r :....... .....f ... ...:........... �.. 9 ,�. kIIA.T�E"�.4 AIa1,I1�1 ...................................._......................................................_...... .. _.. _ a2 ST = p � - ; _ ,. These:kngsL�on Contractor's ._,,-.. to the mpgcodsSEWER MAIN • , _._ F 1 ST TA 4+95.87 i 17 :` T � � L 2:. B Y S�6E .. ...... .......... s.....D ate: .................... ............`�:....::... ` .. ......s....:......:....... -- Title/Position : _-3�-� •�• , _ i Date: _ Confirmed b C't D t STA: 6+09.2s 1 r L r _ _ �-- - T 4+ 7 = 17 T _ i A 9s.8 !� L r _ _ - CB �7 (TYPE I STA 7+2�.74, 17 B 5 TYPE :I i ........:..::......:.........................................................................»..»............................: T..�'P.. ,,...,..,.................:.....:........,......................:.......................................:........................................................................ ............. ............................................................................................................................#..........(.................,.....................................................................,................ ........................................ ..........................R.Illrf... T C8 8 E I :... RIM-, 49 .�09 : (f�. I IN1 12" = • 487.53 S Rt).) RIM# qCH. :� i _ ) TAIV. 6 =49614+ _ la Zb E (A.b.) . 5.) INV. 6' #8�fi6- 485. 78 W i i I�NV. 12 - - Q. t 1t : I ` INV. 12 48.5 E 4 4 485K30 S 465.19 N (R.B. FINISHED CENTERLINE L<tEVATIONS STA 7+22 74, 1 T RT (TYPICAL) CB #9 (TYPE I) i................................................... ................ .................i..........................................................................................................i..... .. i TIM IRJ i i V6aa � 4 — 48� „ 9 INV. (12) #85-5648' F Z,M ifs ih i� EM EM iM iN ` ^ q .� � iV• Erl' ieF i�f' iV' EV• i� � ia. ............................. ...................... .,....... ............ ...................................... i.............. ....»...................i...................................... ........................... ............ ........................... ............. _..... ............................. .... _...................................... _...................................... _...................................... _..... ................................. _..................................... ._......... ..,.......................... _......................................_...................................... _................................... ...-................ ........ .............. ...................................... _................ ...... ................ _....,............... ................. _.......................» ._.»..._ ...................................... _...................................... _.......... A roo s+oo s+oo /+oo REVISIONS: IIEVNEO PER C.O.A. REVIEW COMMENTS 07-10-00 GMH REVISIONS: REVISED PER C.O.A. REVIEW COMMENTS 08-01-00 GMH �,PACIFIC EN0.1NEERING [:)ESION INCE'l p - 01 8 OF Z PROJECT REF: FAC 00-0011 �� �► �' These plans are approved for conformance with the City of Auburn's Engineering division requirements. G �F �'o p 18612 p c� �F F0/sjE�, ssJ4A L EXPIRES: MAY 6, 2001 Z W Z Q a 3 o�c m Q z 0 0 _ I N _ O N N d' I X Q MT 0 U W ao Zi- N _ Zto CO.COOS, 9 .01 N Q Z W N o OD z 3N Q0 u �Q IQW Q m 1JZ W a:(L�o Q OBI I d'SL� Q J • PROJECT NO. JHW—GMH DRAWN BY 03-17— 00 ISSUE DATE 08-01-00 SHEET REVISION mug u7 r r I I CIVIL ENGINEERING AND PLANNING CONSULTANTS D D 17 q/ 0 0 0 (ZA Ln 0 rn N Q a.� m 3 O 0 cr Lo LO m co cn c- n Ln 013 a 2 4 n SE 1/4 OF SECTION 31, TOWNSHIP 21 NORTH, RANGE 5 EAST, W.M. MAX FF-488.0 37 MW (Fl5) REVISIONS: REVISED PER C.O.A. REVIEW COMMENTS 07-10-00 GMH REVISIONS: REVISED PER C.O.A. REVIEW COMMENTS 08-01-00 GMH PACIFIC ENOINEERINO INC. �----, SCALE: 1 " = 20' 20 0 10 20 40 i,L I mm�—_—_ VC:V AIAD c� 0 Z 18612 p �� "FS s1E`�`` SjONA ,ram EXPIRES: MAY 6, 2001 Z Q W Z��IL 00 0 oQ 0 Q 3 Z 0 Q z 0 0 I N Lo I X U. P MP 0 �Doto �'N _ U1 N O 0 QQ� Z i IL J IJz LU SeQ ®�I Q � J 4 M= PROJECT NO. JHW—GMH DRAWN BY 03-17— 00 ISSUE DATE 08— 01— 00 SHEET REVISION Ln rl- 0) s x L O r- rn O N W Z O C_ 00 co CO L V) O to Ld IF- E w t>° to 00 00 O O J° CIVIL ENGINEERING AND PLANNING CONSULTANT$ 0,011qt CD 0i CC) C\j CD CD _0 LM LO 0') (7) Ln LO CD 01 CL U) 10 U') SE 1/4 SECTION 31, TOWNSHIP 21 NORTH, RANGE GE 5 EAST,,.- W.M_ 4__ LOT 15 16 1 <D-F 17 MAX FF=479.0 STA` 14+12.80, 171T MAX FF=477.0 EX. SSMH _#1410--11 MAX FF- 4 76.5 [RIM ELEV 477.9 5 SAC, 14 STA 13+17.89, 171 STA 13+65.47, 171T CB#1 8 (TYPE 1) y- F\L FIRM SW p, e, , , MAX FF=480.0 C13#16 (TYPE 1) PER WSDOT STD. CB#1 7 (TYPE 1) PER PER WSDOT STD. DET. 8-1 (TYP) E-ELEV 46&35 DET. B_w.­1_,(TYP) WSDOT STD. DET. B-1 4 STA 12+23.77, 17LT T`A'-T*+41.61, 17RT. CB#1 5 (TYPE 1) PER 476 RELOCATE EX. C8 TO WSDOT STD. DET. B71--'- NEW FLOWLINE 474 _/ - ----- LOT 6 VC A ML x 476 P() OZ W�F�� v* i DIVISION 6 LF b 150 N �j i�4 INV=474.,4 SS-MH #1410-96 of. 4 RU FLEV = 475.5 IPA 4 01 a, IME7," 4 CA. 2" BLOW -OFF 18612 S"OAIA L EXPIRES: MAY 6, 2001 Q W Z L L W 0 04Q� Uj 0 a: q Z SCALE: 1" = 20' o Q 20 0 10 20 40 KEY MAP - 0 L[3-TYPE k 1. A5 5UILT •CB (TYPE I) RIM" ELEV = 477.64 tj . 18" IN FRM SW E! EV 471 .64 RIM- 487. 24" PVC OUT T0­E ELEV 4"71�14 5UILT INFORMATION PROVIDF-D BY: �b INV (Lo")=482.5 484. Rb CENT9E POINTI55URVUIN6 INC., 81 4 0-a-M tx C� j IN 33701 01th AVFHUE 50UTH R I.A FEDERAL WRY) WA 95003 PHONE; (953) totol- 1901 ........................... ........ ............. .... .................... .......................... ............ ........................ .. ...... ................... ..... ...... ... .... .. .................. L .............. .... .................................. .......... ............. .............. . ............................... ........ ... .................. ........... ................................. .......................... ........ ..... . ... ...................... ........ .. ..... .......... .... ......... .. ....................................... ....................................... ....................................... ............................ .......... ....................................... ....................................... ....................................... ....................................... ....................................... .................................... .......... A0 .00 0 :06 0 0 ALE H 10 20 SCALE V: Vm� 5 ................................. ....................................... ................ ...................... ....................................... ....................................... ....................................... ................... ................... ....................... .............. ........................ ........... . .... . . ............. ....................................... ....................................... .............. ....... ................ ....................................... ....................................... .................................... ....................................... ....................................... ...................................... ................ ...................... r . ....... . ........... ............ .................................. ....................................... ................... . . ... ............. ............................. ....................................... ....................................... ............................ :FINISHED CENTERLINE ELEVATIONS :(TYPICAL) • .................... V., .......... ........ ................ . . . . ......... ....................................... ....................................... .............................. ....... ....................................... ....................................... ....................................... ....................................... ....................................... ....................................... ................... ......... ........................ ........... ... ...... .......... ....................................... ....... . ... . . ............. ............................. ..... .................. AGG ......... ....................................... ...... .............................. ....................................... ....................................... ....................................... ....................................... ....................................... ....................................... ................. . ... ... .. ... ............... ... . ...... tk TE: V ALL OFFSETS FOR STORM DRAINS LOCATED IN THE FLOWLINE ARE TO FACE OF CUR�. FOR STRUtTURES LOCATED AWAY FROM THE:FLOKINE; ........................ ............ .................... .......... ............................ ............................ .............................. 4W ......... ....... ....... ... .................. ....................................... ....................................... ....................................... ....................................... ....................................... ................................................................ .............. .......... ....................................... ....................................... .. ..... .................... ....... ....................................... ....................................... ............................ .......... ......... .................................... .................. ............... ........ THE. --OFFSET .... I$ ....TO.GEN4-ER!­0F ......................... + EXISTING �RADE SiTRUCTURE (TYP.) C4 8 p9NOTE: ALL CW)Okl V.TDr' SMALL PVC ........................... . ...................................... ....................................... ........... . ...................... ....................................... ................ ................... ................................... ....................................... ....................................... .................................... ..... ........................................................................... . .......... .............. ...... ...................................... 303.4 ... SDR 35i ... (UhiDER ... ROAMAXS� ........... .... : .................................. . ... r ....................... .... ...... ............................ ....................................... ....................................... ............................... ........... n,---1 . ......... LANDSCA A$). OR SDR 21 (IN PEARE EXISTIMS GRADE� W �0111 Z L (Fl. 13.) 0. 0 14 1 411-Lf 0 [310 *-?LF 24": Q 31 Lf Record Drawing Certification 4W .... These conform to the Contractor's ......... . .................... ................... ......... .. ................................. . ....................... ....... .... ...... ......... ............... ...................................... . .... .................................. ....................... ..................... ......................... ........ . ..................... .............. i ...................................... . ................................... ...................... . ................... ........... ... LF ... 20­9f.. ::*9LF 24 St �F s=o.ez396 o.0405. ction. records. 24, ST S :72" • RELA Y WST By- S PROPOSED 12" EXISTING 24" ST WATER AGAIN Date: . . .............. ..... ............... ... .... ...................... ....................................... ................................... ....................................... ....................................... .................. ....................................... ............................ . ........ . ............... ...................................... ............................................. ............... ............... ...................................... ................................ ........................ ............. W� ........................... . ..... .. ..... ............. . ........ ........... . ...• ................... .124" Title/Position: LJ Confhwtod by City. Date: S TA 13+17.89, 17' LT STA 134-65.47, 17 L PROPOtED 80 :T STA 14+12.80, 17' LT CB #16 (TYPE I) jfl 7! (TYPE I) C8 :#18 (TYPE I�;) SEWER :MAIN RIM 418.415 (A 1 RIO= .99 47 6.91 (A. 15.) ............... . ........ .................... ...... ....................................... ........................ ............. ...................................... ....................................... ... ............. ..................................... -PEJECT Rff. FAC 00 Y/3-0/06 �y ......................... -47-566 473.7(o W(I 47 ................ L-EX.: C8 24A (T+E II-48-O)i -55 INV.(2 647 4"). 71. 15 (pi". 51 INV.(24")=472.!j6 47Z-Z5W:(R.l5.) 473-0(p 5W RIM=47-&5 475.0 OLb.) These Oans are approved for conformance with the City of W 47,3.541NW(A.15.) 47Z.2Z,_5:::(kb,) . 1 1. : , Z4 .4 ,9 8 C (A. 15.) S INV(8")- W TA 14+41.61, 17IRT. Auburn's Engineering division requirements. RELOCATE EX. q8 TO INV! INV.24-)E-468.fP ....................................... ..................................... ....................................... ....................................... ....................................... ....................................... .................................... ....................................... ................................ ............................ ............ ......................... ......... I ..................................................................... .................... . . ... . ........ ....................................... ............... . . . ...... 4 R1A#=#F6.56 4 47&.q8 wA-15) 471. 31 5(A.b.) Approved By. IN�.(24")OUT=-#9'!.!-#470.9TN Ab,) 13+W �144-00 15+00 18+00 470-7ZE (A.5.) Date Approved: ......................................................................... ............................................................................... ....................... ... ............. ....................................... ....................................................................................................................... ....................................................................................................................... ....................................... .................. ......................... . . .......................................................................................................... ............. ........ ........... ........................... .......................................... ........................................... ...................................... C�IVIL_ ENGINEERING ANn REVISIONS: REVISED PER C.O.A. REVIEW COMMENTS 07-10-00 GMH REVISIONS: REVISED PER C.O.A. REVIEW COMMENTS 08-01-00 GMH _j I ___j REVISIONS: REVISED PER C.O.A. REVIEW COMMENTS 08-28-00 GMH 11­_F�Ak F*O� I tw- I km; CZ N Qi I N E E R I N Ca E S I ka N 1 N (14"; a I I PLANNINGCONSULTAN"M ?F * 031 I of 74 3 z 'm 0 0 (0 > OD 0 � U. 0 0 Uj C94) 00 N Z 0 to CO 00 1 0 z Ld N 8 0 .00 _j D.C, ,.. I 4z lil L.j z a: �1 0 W Tl�i .j 99-65 PROJECT NO. JHW-GMH DRAWN BY 03-17-00 ISSUE DATE 08-28-00 SHEET REVISION to 00 00 00 0) Lj _j a 91 r A OOSO17141 CL 0 0 0 cv 0 v� cv am au F— s 0 Lo m rn co 0 cn cn 0 c- cl cn cn P►= t� 033 11 0�- Zg REVtSONS: REVISED PER C.O.A. REVIEW COMMENTS 07-10-00 GMH SE 1/4 OF SECTION 31, TOWNSHIP 21 NORTH, RANGE 5 EAST, W.M. REVISIONS: REVISED PER C.O.A. REVIEW COMMENTS 08-01-00 GMH 1+W 2+00 FACIFic ENOINEERINO- DESION INCIIIIII ---/�r'- SCALE: 1" = 20' KEY MAP s11q z 18612 p �� /SlE�� NG A L EXPIRES: MAY 6, 2001 fN Z W 61 J a: J IL 0. a Z W W QN W Q � � Z Q Q 3 Z Q z 0 0 0 s OD N 0 � T ..• L+ X r U. MPM 0 0 W OD Z ESN Z '�rn0 to _ W N ®QQ� oI3�I v a: YZ W .. J �JZ Y <Q�o Q J 99-65 PROJECT NO. JHW—GMH DRAWN BY 03-17— 00 ISSUE DATE 08-01-00 SHEET REVISION 00 w 00 rn Q Li J V) O cD w V) w w ry V) 00 00 vi O O 00 CIVIL ENGINEERING AND PLANNING CONSULTANTS 03 017y 0- SE 1/4 OF SECTION 31, TOWNSHIP 21 NORTH, RANGE 5 EAST, W.M. �"_802 L_�C>T 0i., SCALE: 1" = 20' KEY MAP ALE s VERTICAL CUR yE ` I "A S LT.:. Z ; W - I I 0 TIO PROVIDED BY �. 0 As �u �r nlr ��a n �I�o I ; i j f I ..... ... ..............................................................................................................i.......................................j.......................................i \ j C t .. j.... ...1... - - - Ci'=N RE POi i'r S � iN [ ' 337 Q9th AVENUE SOUTHScAL2E:0H. E F E wA hI 98003 111. Vi V Ct); ED R L fl f 0 19 E 'I STING GRA E `• PHONE= 3) lcto I O 1 SCALEE:: . . . ....... ...... V € I HED IN GRADE ` I € , i i Z 0 i W - Z -2.00 `` PROPOS' D 12" W — . , . z «. .. �-----� ,_..�. STORM MAIN ... .. i. . ... ... i t 3 Z€ Q ...b._,._„.0 .._ ..... . ; I _ r^ Q _ n S E _.._._.. FINI HEp GRAD �- M PROVIDE N. 42 Z 0 r : s oIOK 12, ti. `_. I I ►'►'1R FCO R TYP. D C E I I W 00 j -_._:..........................................................._..�...... •...... ................................................................................................................. Q.... - .... .. .... i _ t i 3 1 I OTC, PLQ E/i i _................................... .......................- « ._ 11 _..... .............................. ..........................:. ............................_......................................_...........................:.:...:.._.. .............:......:.._....«.....S,,S...i...................:...............:..i......................................_............................................................. ..� r- __ _. � Rec rd Dra 'n Certification I — - — These dr Contractor s z a- U A • _ _ -- t rrrecordse Lri S 00 a Or ' oo d ad II C Q W By. , I ct „�r 2 Z 2 L I= ......................................................................... ................. ......................................................................................................... ... .................................................. ........................... .............. ............ ,f .. ....... .. ............... :.i.. .. :._:.. ............................. ....................... .....:..................:.._......................,............... .........�..a0... ..._i - - �'- Date: '�"� cv ....� ..,,�. ��"8' 'PVC"$S 1 _. , + L s S�'A 5+77,50, PN-LINE Title Position: �� • cri c� cn > •� _ ; S�MH 1410-'i?4Z 480 16D S�A-1069t'Z7 O ¢onfirme City Date: I Z492.0•V. (8 N)a� d' iA � by IN "I 48D � _ -� .. .......... .......................................................................... ............ ................ Win. ........�.«.................. ..: 4 S ,� ¢ ,: , '`� ��. v� a CT REF: FAC 00-0011ICK to iJ! �-► Q ;R (o s € co ,,.„ d ETA 8+00.80, ON-LINE These plans are approved for conformance with the City of Aut,rn s Engineering division requirements. I N 9 9 q s FINISHED �E 1ERLINE �VA'ITOIYS RIM= (TYPICAL) I ,. .... ............................................... a. _ = 8 "I i s ` TNV.(8"IN) � 47� 7b�J'1E (A6:� Approved By. .� ;oo ;•- "3 ' ^ °°' Date Approved — � 3 Leo _ 3 .........................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................8+oa............................................. 4+00 5+C* T 6+00 7+00 18612 p F�/ST`c�iG1�a�. IONA L I EXPIRES: MAY 6, 2001 1 ri Z W Lj J �QJtL �JL � Z W W (0 W Q 0)3Q 3 Z It m z 0 0 r� 0 I N 00 O� d' I X L 4 a:LL 0 0 W o0 z c) N z N0)N Q W N UQOD Q Z 0 _j3N ArAr Y�I.W J QQIll W(LYz 0 Y Q 99-65 PROJECT NO. JHW-GMH DRAWN BY 03-17-00 ISSUE DATE 08-01-00 SHEET REVISION LO rn I I I Q w _J V) O W w 0' I° z I— aJ 00 r vi 0 O 00 �4- REVISIONS: REVISED PER C.O.A. REVIEW COMMENTS 07-10-00 GMH REVISIONS: REVISED PER C.O.A. REVIEW COMMENTS 08-01-00 GMH PAciFic ENOINEERING ESIGN N C ■ PP , 033 IZ or e'_";. CIVIL ENGINEERING AND PLANNING CONSULTANTS 0*6 O 11141 0 0 0 cv 0 c%a 0 Cn CU 0, Q 0 3 CJ I LC7 (D (T) LID cn 0 0) Cr 0 C_ a / V) / SE 1/4 OF SECTION 31, TOWNSHIP 21 NORTH, RANGE 5 EAST, W.M. \1 ,na. SCALE: 1" = 20' KEY MAP 'ALE .................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................. ............................................................................. ........................ ..................... ...................................................................... ..._._.............................. ........ ..................................... ...................................... _ SCALE tip -2 ■ 1" :20'R: ISCALE 11 t V.�,: .................................... ....................................... ............................. ......... ....................................... ; ; ; _ ....................................... .................... .................. ....................... ............... .................. .................. ....................................... ....................................... ....................................... ...... . ................... ........ ................................ ....................................... ....................................... .................................. .................. .................... ....................................... ....................................... ............ .......................... ....................................... ....................................... ............................. ....................................... .............................. .................................... ....................................... t ` NISHED CENTERLINE ELEVATIONS P P A 11 . VI EY.E'V + 4f213 i A.D. f Q52 I (TYPICAL) 200.00' VC .................................................................................................................. ....................................,...............i............... .,............................................ ............................................................... ......... ........ ............ ............. ...... ............ .... ............................................. ..................................................................................................,................................ ........................................................................ j... �... i Z1 F o _ R5 BuiLT I NI SHED GR1-ADE Q s UIL INFORMATION: P VIDE BY: �..................................... .. .....................................................................,:...........,.,,,....,.,.,.............:......,................................:........................................................................... .......................................................... ............,.................................................................................................................................. ....... ... �iE3 0 :.... :... ,Z...... , :+ 1 1 m m � $....� N ,� EXII TING GRADE + i th N I • �- Z� 33�'al °I fl1�ENUE SOUTH 1 f = —2. PROP SED 12 _ d `• FINISHED :GRADE �- 0 FED�.RAL WR WA 018003 STOR MAIN _ I— V; p E: 3 loop - CI H0N (25) l 1 ... .. ....... ........ .......................... ............................................................ .............................»..........................i.............................. ................................... ................. ...................... ........................................................:.................................................................................................... .............................. fill . ............................... 6 .. .. ... ... ................................ ...... ..... V R TYP: EXI • TING -GRADE' 0: 1 CO E .....ram ................. • UWj LL / i `# `J V �_ _:.................................... _..............,,....,,,..:......................................i... _ ..:..:. :.... :.. Record DrawingCertification _... These Contractor's _ ., �:. i I _. 12 _ _.._...,_ } n records. ion I l By - All ....... .. ..:..... ... ..:....................... .................i. - .. ............ ......................A. ...,.,..............,..... ............................. ...:..........................:...�....................................................................,,... , ..�. .. ,.. . _.,.......,....,.........................,...,.......:.._.................. .................................,,.......................�......_............,.,.........,..:�,.................................. _ : ��rJ Date. ��� f � � 8 PVC $S � .,.�.. � I ! Title Position:. -,g.e,1 l i Date Q, I 2 € G1t92�.E,� d SS Confirmed y _ 7 ` f' b City. Y .............................. ................................. .....i.. .... i......... ............ ..... ................, ................... .............. .... ...................... ..............................................«...i.«................................. ....... .. ................................................................. . ............................. ..`.............................i.......................................:.......................... ...:... .. ...:... ..j...,. .. .. ........ ..:... 1'w ;.¢ a~, "`... PROJECT RE — L O. rJ 0011 CE dlio STA 10�44.50 ON—�,INE. F• A M rn CE ® Z These plans are approved for conformance with the City of ti SSMH 410— 48 0 �( (V _ + 2 • I . Z€ Auburn s Engineering division requirements. # C ) 483.3 ca z -, .8.) �: N II V, ' �c r I N V. 8 "ZN =#-t:B--47 LD9 '`_1 A. f3.) ( z� ........ __� .,.... i i i = i = i l A. ..i.. .. i.. .... .1...1i...... ....... .. .... ...... .. ..® .. .. ... .. ... ................... .. _ ...................................i......................................i......................................_......................................i......................................_........................,...........i......................................_......................................_..................... .w.,........... .....-................................................................ _. .. .�\ .ir.. .. € IIJ i'r _ Approved By. — t • 4 r ® € Date pp ove A r F - - ............................................................:...............................................................................................................................................x..................... , 9+00 10+00 L 12+00 w REVISIONS: REVISED PER C.O.A. REVIEW COMMENTS 07-10-00 GMH REVISIONS: REVISED PER C.O.A. REVIEW COMMENTS 08-01-00 CM4i--, CIFIC ENOINr=ERINO [:INC"s r---� Pr b 03,3 11 Z� 7 Pig 18612 �10NAL11 I EXPIRES: MAY 6, 2001 i a 3 m Q Z 0 0 V♦ � I ID Cq I X U. L Q r . co 0 W ao Co N U Z Z.010 o to co OD e . to N Q Z W N Q UQOD Z J �3N �t 07 le.. 0°CQW J ��Jz W Y® Q a� Q J 99-65 PROJECT NO. JH W— GM H DR AWN BY 03-17-00 ISSUE DATE 08-01-00 SHEET REVISION I 1 �r O co w V) w w V) 00 00 Vi O O 00 d- rdoll"w1hkiE3 CIVIL ENGINEERING AND PLANNING CONSULTANTS <D C> C=) rn cv cn LO Lo Ln UD rn rn cn. Ln -0 LO SE 1/4 OF SECTION 31, TOWNSHIP 21 NORTH, RANGE 5 EAST, W.M. WATER METER 31e s SEE NO TE (TYP.) STA 0+ 7,31-- (D -F 15 STA. 13+70.25 101T _r 1-12-x6- TEE (FL) L_(D 16 z -,j L-C) 7 17 47 LF 6" PVC 1­12�� GATE, VALVE (FLxMJ) LX. SSMH #1410 EC 7 14 INV.=469.75 1-6" GATE VALVE (FLxMJ) RTNI ELEV = 477,95 SW TO L)� '4 Aii!E-N F PER COA 15LF 6" D.I.P. F\L FRM E.,,E!LE\/ 468.35 RIF_:'. 9,2! - - - - STD. DET. 1-6" F.H. ASSY(A.5.) ____2!� - - STA. 15+3Z39 CONNECV- SSCO-1 474 1-12" ADAPTOR (FLxMJ) STA 1+17 'TQ EXIST 12' MAIN % (TYP) PER C 45 :F 0+17 ASLL AIR -VAC VALVE _476— IN_ 42 LF 6-PVC IN11=467.192 V.41 PER C.W. STD. DET WAAR-1 1 REMOVE EX,PLUG, B.O. EX. S.M. il 410- 118 ---_474 It 14+ 7.9, 9.4' L LOT 6 X 7' 476 DIMSION 6 STA. 15+3Z44 5' RT. 4 P�"qjr' M�.i Wjjpj�96 4 4 dw op dw 0� 4 1,1:1-10- 14 .M.H# 14 4 -0!0-- "I'llill ''I'll STA. 12+32,,5Q,---0N,_-LINE PER STD. T. B-23A (rYP) REVISIONS: REVISED PER C.O.A. REVIEW COMMENTS 07-10-00 GMH 3 14 of 14 4 4 4� t ; -v .. -A STA 0+�q F' lil 27 LF 6" PV N El_ 476.41 4ft-, INV.=475.00 OLFT 10 E EL 4 _73, 56 'N 474.56 JGR F\\L- FRM E TO W ELEV 466.37 EX 2' BLOW —OFF Q1. 7' 1.2 W7R .4� ��rirF _. Rc Rl ' Wl ELEV = .4-75.10 [-E 8 4 7 Q,.I 0 I E 24 (\Aj)= 46&94 I E: 2 4" (E.)= 468.62 1�90 %466.7 LOT 7 DIVISION 6 KEY MAP 13+00 14+00 15+00 16+00 REVISIONS: REVISED PER C.O.A. REVIEW COMMENTS 08-01-00 MM ='PACIFic N G I N E E R I N G E S I G N N C. :3 SCALE: 1 " = 20' _E o 18612 / S 0 A L FEXPIRES: MAY 6, 2001 SM! me, PROJECT NO. JHW-GMH DRAWN BY 03-17-00 ISSUE DATE 08-01-00 SHEET REVISION A 00 00 00 Li 0 (0 n Ld Lli w U) 00 00 0 0 00 14- CIVIL ENGINEERING AND PLANNING CONSULTANTS 0- 01017141 0 0 0 0 fU a, Q, 0 w r L0 0) LO LO 0 rn .o 0. L Cn co i t Lo r<7 ........._.LOT__6 _...,. ........... qq .; qK 520 0-0 01 may. LOT 8 SE-Z 1/4 OF SECTION 31, TOWNSHIP 21 NORTH, RANGE 5 EAST, W.M. MIN. DEPTH, SEE DTL i, SHT C20 (WASH PAD MAY BE REQUIRED) PER C.O.A. STD. DET. DEV-5 1. ARRANGE AND ATTEND PRE —CONSTRUCTION MEETING WITH THE CITY OF AUBURN. 2. ESTABLISH AND SUBMIT PROPOSED HAUL ROUTE TO THE CITY. J. FLAG LIMITS OF CLEARING AND GRADING. 4. CONSTRUCT TEMPORARY CONSTRUCTION ENTRANCES. 5. INSTALL PERIMETER SILT FENCING. REMOVE ALL TREES WITHIN THE LIMITS OF CLEARING. 6. CONSTRUCT INFILTRATION TRENCHES, POND, INTERCEPTOR V—DITCHES AND OTHER EROSION CONTROL MEASURES AS SHOWN. Z ROUGH GRADE SITE. ENSURE THAT ALL AREAS OF ACTIVE EARTHWORK ARE CONTAINED TO PREVENT UNCONTROLLED DISCHARGE OF STORM DRAINAGE. 8. COVER ALL AREAS THAT WILL BE UNWORKED FOR MORE THAN 7 DAYS DURING THE DRY SEASON AND 2 DAYS DURING THE WET SEASON WITH STRAW, WOOD FIBER MULCH, COMPOST, PLASTIC SHEETING, OR EQUIVALENT. 9. HYDROSEED OR SOD ANY AREAS TO REMAIN UNI+YORKED FOR MORE THAN 30 DAYS. 10. INSTALL SANITARY SEWER SYSTEM. 11. INSTALL STORM SYSTEM DRAINAGE SYSTEM. PROVIDE INTERIM SEDIMENT PROTECTION FOR ALL INLETS (PROPOSED AND EXISTING) WITHIN OR SUBJECT TO FLOWS FROM THE GENERAL WORK AREA. REVISIONS: REWSED PER C.O.A. REVIEW COMMENTS 07-10-00 GMH 011 Z4 w t s n : Or 7 y. i Z J I UL r 12. INSTALL WATER SYSTEM. 13. INSTALL REMAINDER OF UTILITTES, STREET LIGHTING, POWER, GAS, CABLE, ETC. 14. SAVOCUT EXISTING EDGE OF PAVEMENTS. FINAL GRADE ROADWAY AND LOTS. INSTALL CURB AND GUTTERS WITH DRIVEWAY CUTS. STABILIZE FILL AREAS WITHIN 7 DAYS OF REACHING FINAL GRADE. 15. PAVE ROADWAY (INITIAL LIFT ONLY). 16. INSTALL CEMENT CONCRETE SIDEWALKS WITH DRIVEWAY APRONS. 17. BEGIN LOT CONSTRUCTION. MAINTAIN EROSION CONTROL THROUGHOUT LOT TS ARE -ALE NOTE: SEE SHEET C2 FOUR TEMPORARY EROSION AND SEDIMENT CONTROL NOTES. NOTE: ALL TRESS WITHIN THE LIMITS OF CLEARING TO BE REMOVED. HYDROSEED OR SEED ALL AREA TO BE LEFT UNWORKED FOR MORE THAN 30 DAYS. USE THE FOLLOWING HYDROSEED MIX FOR TEMPORARY EROSION APPLICATIONS ONLY. APPLY AT THE RATE OF 80 LBS./ACRE. 40% PERENNtAL RYEGRASS 40% CHEWLINGS OR CREEPING RED FESCUE 10% COLONIAL BENTGRASS 109E WHITE DUTCH OR NEW ZEALAND CLOVER SEE SHEETS C5—C6 FOR PERMANENT "FINAL MIX" APPLICATION RATES. X SILT FENCE '' V—DITCH °%P ROCK CHECK DAM •r• ••• •■• LIMITS OF CLEARING 500FINISHED GRADE CON TbUR t_- EXISTING GROUND CONTOUR CONSI'RUCIION. HYf1ROSEEO OR SOD DISTURBED AREAS AS INDIVIDUAL LO _ IL OTFINISHED. R 5 Ed 18• PAVE ROAD (FINAL LIFT) ONCE LOT CONSTRUCTION HAS BEEN COMPLETED. HYDROSEED IMMEDIATELY. PLANT STRE ET REMAINING ANY TREESAREAS Of DISTURBANCE. LANDSCAPE RO. BUILT rnFOMRT10ti PRov I DED BY: 19. CLEAN STORM DRAINAGE SYSTEM. MMTRE MhTE 5URVEY INh INC., P.S. 20. REMOVE REMAINING EROSION CONTROL MEASURES FOLLOWNG THOROUGH CLEANING 33? 01 9th AVER UE SOLITH OF ALL PAVED AREAS AND ONLY WITH APPROVAL FROM THE CITY INSPECTOR. FEDERAL WAY, klR 98003 • PHO IE: (955) toto I -19 01 Re ord Drawing Certification These dr jngs Cgiform to the Contractor's ion records. B Y. Dat®: 't L 04 Titte/Position:� Confirmed by City: Date: PROJECT REF: FAC 00-0011 034" These plans are approved for conformance with the City of Auburn's Engineering Division reWirements Approved By.-.��'si'^r''' Date Approved:®� o PACIFIC ENGINEERING DESIGN INC. o A. t IFS, �o A i • . �_A 18612 T E NA L EX"'ES: MAY G, 2001 O h I r- t 0 N .00 99— 65 PROJECT NO. GMH DRAWN BY 03-17-00 ISSUE DATE 08-01-00 SHEET RE"S40N Ackin CIVIL ENOINEERING AND PLANNING CONSULTANTS a'S 01714 0 O N Q 0 (*i 0 m N CU a a) z 7 O W L 0 rn rn L_ a Y En fl NOTE: SEE SHEET C2 FOR TEMPORARY EROSION AND SEDIMENT CONTROL NOTES. NOTE: ALL TRESS WITHIN THE LIMITS Of CLEARING TO BE REMOVED. )POSED 3 LOT PLAT VISION 12-PHASE 2) 480To4 1` r L \ k Z _ \ __- .-.;.:,:�-�•-"..... _.. TEMP. HIGH; POINT -.. _....-�----..... _. . RE 01S10NS: REVMM PER C.O.A. REMEW COMM04TS 07-10-00 GMH Pi- d 033 16 or- 04 TEMRORARYI'SEDIMENT POI'VD ��o ,,,,y STORAGE REQUIRED: 7650 SF z�... � ,� s 3- .-� . � �, ����'-� _ _LOT 1 STORAGE:PROVIDED• 8816 SP LOT 7 _ R` , f �' w e TOP OF ''BERM= 480.0 y a L OVERFLOW SPILLWAY— 479 5 , DESIGN WATER ELEV— 478 0,,/ - I ; IN 12" 00T- OUTFALL STRUC f i 475.0 / 91 PER C 0 A STD DET Q�#�—�4,- BOTTOM OF FOND= 474 ... 5 J fkACT A, M4,5, 0' D 2 ,. WI D�z 5-l��C?NG ROCKED ` TMSTLL 60 LF='TAMP. CONSTRUCTION ENTRANCE. !'` ADS N-f2 TO EX:"F `M' �� U 4" TO 8" QUARRY SPALLS B. S=0.0157 t" MIN. DEPTH PirR COA DET. DEV-5 s ,>" \ (*A- P,,AD---MAY) � BE REQUIRED. LOT 6 LOT 6 DIVISION 6 (fib. 6MW>N 7 f'. , 4 KEY N ROCKED CONSTRUCTION ENTRANCE x SILT FENCE V-DITCH ROCK CHECK DAM ••• ••• LIMITS OF CLEARING 500 FINISHED GRADE CONTOUR EXISTING GROUND CONTOUR Rec d Drawing Certification Theme dra2gsgfgrm to the Contractor's 2 1&ion records. 1�11.IfJ! A Fig�� r, .��• D. PROJECT REF: FAC 00--oo11 Y%�•!�+ �► Thaw plans are approved for conformance with the City of Auburn's Engineering Division requirements Approved By. Date Approved: /2% / o PACIFIC ENGINEERING DESIGN INC. o i 4 ! i d 3 z 0 00 �j U. rr � 0 2 z O W UQ� z Z v J � U g 11L J • PROJECT NO. GMH DRAWN BY 03-17-00 ISSUE DATE 08-01-00 SHEET REVISION W In O t0 W N 00 Vi 8 00 It C16 CIVIL EN43IN ERN At PLANNING CONSULTAN I %*=i o3d11,t1 (3- 0 0 CD cv C0 m 0 a m 3 D 0 0 LM Lo a� rn LM CD 0 rn rn i 6 01 C C 7 C A 4 I. 19 SCALE : 1 " = 20' H. oG F"F c� 0 SCALE: 1" 10' V. z 20 0 10 20 40 SSIpNA L EXPIRES: MAY 6, 2001 AS - BUILT RS-BUILT INFORMATION PROVIDED 5Y: CENTRE POINTE SURVEYIN4 INC., PS. 33701 9$ AVENUE SOUTH FEDERAL WRY, WR 98003 PROME: (253) blot-1a01 Record Drawing Certification These lcow?ctio'n winonform to the Contractor's records. BY Date: l Title/Position: �•' • Confirmed by City. Date: PROJECT REF: FAC 00-0011 430/e07 These plans are approved for conformance with the City of Auburn's Engineering Division requirements Approved By. �. Date Approved: SL3!140 °EM_°N= o PACIFIC ENGINEERING DESIGN INC. o d 3 ozc m 4 m z 0 0 r� 0 B I X ryr• U. Y. r 0 U� Z ao Z D0LoN001 LU aQOD Z �3N Q � J M��Z W a Pao V Q J PROJECT NO. JHW DRAWN BY 03-17— 00 ISSUE DATE 08-01-00 SHEET REVISION 0) I 0 0 to W V) E Id F- 00 00 O O 00 cl I CIVIL ENGINEERING AND PLANNING CONSULTANTS 03 0 1t14l o C- M. i ►-i or Z 4 0 0 0 C1J CY" ) O cn 0 Cr CD Cn 3 T) LO Ln 01 LCD L Q Y N i 560 540 52C 50( m M. Adf A R REVISIONS: o PACIFIC ENGINEERING 11'4%100. C40 50 40 20 i00 480 460 440 420 400 = 20' H. 10, V. 20 40 5- BUILT ?RMArIOM PROVIDED BY: T, SURVE`AHL, INC., F.S. VENUE SOUTH li kJ A 0180113 )btoI-1901 Dr ing Certification form to the Contractors u i6i1. records. itv Date: 7. FAC 00-0011 T71L! may' e approved for conformance with )urns Engineering Division s�� ►boo 0 z 1B612 Qz- �/SIE���ti��� SSIONA L EXPIRES: MAY 6. 2001 Q 3 2 3 Q Z 0 0 j 00 N a N I x U. c� O z L-0N Z .NON W N Q 0 QQao Z 0 j Cq QJZ W Q J C0 W 00 0) Q w 99-65 PROJECT NO. JHW DRAWN BY 03-17-00 ISSUE DATE 08-01-00 SHEET REVISION V) 0 (fl M w W I- 00 00 O O Co CIO VIL ENGINEERING AND P CANNING CONSULTANTS 01017�i .. PF a 033 19 of 44 0 0 0 CV CO c r) m o-� C1J Q Qj m 3 0 0 Ln LCD Ln LLD / 0 L 0- U) U) / SE 1/4 OF SECTION 31, TOWNSHIP 21 NORTH, RANGE 5 EAST, W.M. ....................................... ....................................... ........................ ..».»........ ........................................ .................................... ..................................................r........................................................................................ _ .................................. ... ...................... ............... .................................................................................................................................................................................................................. ............. i 00 i i 600 : _.. 1. ?. ?. - ..... ...... ........... ........ .................................................................................... ......... ..............._...................................................................................................................._.................................................................................................................. s....................................�..... �... E... ......................................................................................................................................................................................................................................:............MO :.................... _ ............................... ....................... 5601 r................._......................................_. ..... ............................................................ 60 cc QC 5050' 55' STREET ... .... ..... ............... a................................................................... ........................................................................................................................................................................................................ .. ......................... _ ...................... .........................................................................:...................................:...................................... ... 540 - ..z�....... ..�... ��� 540 i I � � S ET . ?................................................................................................... .:..............................._......................................_. ................................................................. ............................................................................................. 520 .................................... _.....................................................................:............................. ....................20 ..z:.. 5 ..................................................................... ............................................ .................. ..... ...................... ..... y.. :...:...........:...:.......:................................... i^q^/ 5 EL-492 L-492 .ram'^ - /fi !'.. y� fey P.±� \ l f�/.A �i � �.. 1...........A ............................ ....................... .......r.............................. ......... 0 i _. — _ e .. FINISHED MASS GRADE EXISTING ADE ,I FINISHED LOT GRADE A�.^...................................... »........ _............................ »..................................... .».................................... r M:........................................................................................................................................................................................................................................................................................................................................................................................................................................... ....... 4W . ', --sr, j'�`• ,,^mil `C`� ....................................................................................._.... ................................................................................................ ............... ............................... ............................. j................................. ................................................................ .......................... _.................................. .................................................................................................................................. ....... AAte�^^. /'� 0 . ` . ..... ................................... ............................... ..... ....... 4201 .......................................................................... .... .......................:.............. �.. SECTION E-E a «.0 REMSIo1VS: � PACIFic ENOINEERINO ESIGN INCE 033 V) of 74 SCALE: 1" = 20' H. SCALE: 1° = 10' V. RS-WILT A3-15UILT INFORMATION PROVIDED 5Y: CENTRE POINTE 5URVEYIN4 Inc., PS. 357019t6 AVENUE SOUTH FEDERAL WAY, A 98003 PHONE (253) totol- tg01 Record Drawing Certification These Tonongs cform to the Contractor's uction records. Confirmed by City. Date: PROJECT REF: FAC 00-0011 11-se/oe �. These plans are approved for conformance with the City of Auburn's Engineering Division requirements Approved By: •L/ y -4,"'fIff / Date Approved: P -311CPD 18�12 4O21- SI I 0N AL E EXPIRES: MAY 6, 2001 1 W U w LU 3 i Q Z 0 0 i rrrr I X a: LL 0 4J � 0 Z CON 'N Z DON� .ON, Z W N 0 -U coZ J QQN L3CT' Q Y'.. Z J Q Q W � W YZ Q ®(r0 J 4 99-65 PROJECT NO. JH W DRAWN BY 03-17-00 ISSUE DATE 08-01-00 SHEET REVISION rn I Ld ,eJ 6 U) 111 g CIVIL ENGINEERING AND PLANNING CONSULTANTS 0jo 047 M/ WE DOWN SLOPE V—DITCH EXISTING GRADE I.. 4' To CROSS SLOPE V—DITCH F;.6-. • I'= CURTAIN....-.., SEE (/ FOR DETAILS SEE tv FOR DETAILS ROCKERY SECTION R STREET TREES PER CITY OF AUBURN STANDARDS - 0.5' 17' 5' e. CENTERLINE ROADWAY 9940- o 0 0 DOWNSPOUT—, EXTERIOR SEE ARCH. PLANS FOUNDATION WALL -SEE STRUCTURAL PLANS EXCAVATED SOILS 'VC CAP 2"(f ) FINISHED GRADE (PROVIDE POSITIVE SLOPE AWAY FROM BLDG) 4" PVC TYP e 6" x 4" TEE INTO TI GH TLI N E ` • o o - --�- -- -- — 6" PVC TI GH TL I N E (SDR 35 UNDER PAVEMENT). CONNECT TO a" D.I.P. • , . a ° ' .®:.::. PER GRADING AND DRAINAGE PLAN 2"(t) 2"(±) --FREE DRAINING MATERIAL (AS REQUIRED) DOWNSPOUT TO TIGHTLINE PROPERTY LINE No ree"&y. parkiwg � K ►eo0r4a In to" eves «, 1 0 i i ✓'r 4 ®peso - aodd �i`Q1 ao y 0 'Allw. 1 hot wMo fayw of 2"-4" 4wa►ry (nwut. in/ spoft aM■, to rookery i o Stable out fast In nwtwrel matedel see note S °00 .� e 1' (W fees) dknw r weo"d erawt; ruin. 12 inahea . "rive. 6" sever over pipe; )veto 2" -- — — — — — — — gravel Mender pipe FMnu w► lletwrbod soil AMn. 4' dleft perf. r1ow P1/c pipe. tat Mete 2 now. 1% comb""M slope to outlet. ROCKERY DETAIL (PER SOILS REPORT *NOTE: TOP OF LIP AT DRIVEWAYS. 5. 0' WIDE 4.0' WIDE CONCRETE SIDEWALK. LANDSCAPE ISLAND 6" 12" MIN- 1 OR MATCH s= 2.0% (MIN.) cam,.._ 1 /2"R EXISTINGA RS TO BE _ _ ... . PLACEDAT DRIVEWAYS . — 2.0% (MIN.) 0 0-• ....... �oQ o 0 000 o b �• o o �.. I ! 'I '�. _� • 6" —o dJ � o ° ,ay.O. 0O I00 °coo c008o°° °oo°oo°oho° °�°o00 20 CLEART 17" 7" 2 " 2 " CEMENT CONCRETE BARRIER CURB AND GUTTER 1. Radwrin bigbor dma S' shwa be anska wd of rocks at sim fi� S-asas b 3 r4m Auto lalla Solop. of S' or i oww ld be of 3-um to 2-um b 1e mp. 2. himpacbm of rye, ploosmad of base commas sad dwmmiM said findad rockKy by poischused in t.4sils • 3. Rack siptlii be somil mad have a abisuns An i4y a(160 poundis per cubic foot. 4. no 'i►M amilsiolt pf ag sacks dwU bo piltsed pwpustAwAn to rho wall. Rath rock dmxdd beer on two rocks in dw fm bekrw. S, st+e erelsias-ooulkt+oi alaleooase, stut wAs. meat be stool k ad fim- dustift is to ftro& Maimson bW& st 3 AM hi me klu:in &WEt =rvWbMd i Bob. Rock LB. z son 100-300 R5- buiLT� 2 son 300-804 3 man 800-1500 4 man 1500-2200 R6-13UILT lh F09MATION PROVIEXD bY: 5 man 2200-4000 50' RIGHT OF WAY RAW ,01 2 STREET TREES PER CITY OF - 6" WASHED DRAIN ROCK 1 AUBURN STANDARDS BACKFILL (1" MINUS). 0.5' S' 25 - SLOPE 1T 4.0' NOTE: SEE LANSCAPE PLANS FOR STREET TREE LOACTIONS AND PLANTING DETAILS. Ln 3" COMPACTED DEPTH CL 'B' ASPHALTIC CONC. CEMENT CONC. BARRIER L40 �3" CRUSHED SURFACING TOP COURSE. `T CURB do GUTTER 4" GRAVEL BASE COURSE. CEMENT CONCRETE C, WALK PER STD. DWG NOTE : GRAVEL BASE CL 'B' MAY BE REQUIRED STSW-1 (SEE PLANS DEPENDING ON SOILS CONDITIONS Q FOR SIDEWALK LOCATIONS) SUBGRADE-TOP 12" COMPACTED TO 95X MAX. DENSITY (ASTM: D 1557) CU TOP AND BASE COURSES SHALL BE COMPACTED TO 95X MAX DENSITY (ASTM: D 1557) 0 CM (LOCAL RESIDENTIAL) Lo SCALE : 1 "= 5' Cn Lo 0IIIIIIIEVISION& REVISED PER C.O.A. REVIEW COMMENTS 08-01-00 GMH REVISED PER C.O.A. REVIEW COMMENTS 08-28-00 GMH L d Y N O po {�O po0po0 pop OOa O�o OOo 0 o Oo0,n0o�0 O ° O a O 0 .0 o a .. NATIVE OR FILL ` a • 4 •`o. ° 4 FILTER FABRIC MIRAFI WET SOILS. o. 140S OR EQUAL. 00 o° a 0< 0 4 CLEAN WASHED DRAIN ROCK 01, , a 0. BACKFILL (1" MINUS ). © Q A A. o .. o .° •¢.. .. ,. Li 0. • O a O. q .,r e' 1' MIN. EMBEDMENT IN ° • FIRM NATIVE SILT. �•_ 6 `� ` `; — FIRM NATIVE o O :.. SILT HORIZON. 8" MIN. PVC RIGID PERFORATED , 18"' MIN. PIPE. CURTAIN DRAIN o PACIFIC ENGINEERING DESIGN INCE'l CCNTR pDtM?E SUMVPYIM ING,, P3. 337019t6 RVEMX SOUTH FEMAL WAY, WA 95003 PHONE: M53) 4401-1901 Record Drawing Certification These dra ings c form too the Contractor's t son records. By. Date: Title/'Position: �� • Confirmed by City. Date: PROJECT REF: FAC 00-0011 These plans are approved for conformance with the City of Auburn's Engineering Division requirements Approved By: Dote Approved: �� t 3 4 z 0 to s>' N N Q 0 N z µ IN U 00 z J3N Y v .J Q<W Uj Li �Y J 99-65 PROJECT NO. GMH DRAWN BY 03-17— 00 ISSUE DATE 08— 28— 00 SHEET REVISION U) h rn h I O h rn h I (V O a- 00 00 00 rn 3 liJ in 0 M W H w i- vi O It ( 7 ?n CIVIL ENGINEERING AND PLANNING CONSULTANTS c3 D 17 MI .................................................. LOT ........................................................ I .............. 2 �� EXIST. 8' ODE PROPOSED GRADE ° TRAIL V—DI T'CH EL-465.: _ ................................................................................................................................... EL=440.7 EXISUNG GRADE .......................................................:...i �'t {; �' •+ ..�: �r ................................................... ............................... ^. coo °) Lq 0) V) N; cp c0 ^ 00: 1 +60 1 +20 0-h80 LOT 4 REVISIONS: 033 z► SE 1/4 OF SECTION 31, TOWNSHIP 21 NORTH, RANGE 5 EAST, W.M. TA: 0+68.8`•2 ELEV. • 48400 No �t ova; 00 C* v� )+4 0 LOT 3 ....................................................................... 545 525 KOR rr- •TOE11IIIIIIIIIIIII1111111 445 .......................... 425 N N u'j 510 INC • r c [RIB] k A SCALE: 1 = 20 H. ' 0 Z SCALE: 1 = 20' V. 18612 p 20 0 10 20 40 �F�SIpHA � T � EXPIRES: MAY Q, 2WI 520 AS -QUILT RS-QUILT INFORMATION PROVIDED BY: CENYRE POINTS SURVEYINu INC., F.S. 500 33701 9ih RVeNUE SOUTH FEpERAI WAY, WA 98D03 PHONE:(253) blol- Igol [�Ti I. (s I ..0 420 Record Drawing Certification These onform to the Contractor's r ction records. By Date: Title/Position: _ -- Confirmed by City: Date: N 0 N U 0 3 m Q t/ Z 0 00 I OD N L� X r LL r 0 I Z NON 0 z lu OD Z <3" �� Q p.. J QQ� W �Jz Y Q 0I I It Y 0. Q J 99-65 PROJECT NO. GMH DRAWN BY 03-17-00 ISSUE DATE 08-01-00 SHEET REVISION 0) I X L O a) I c0 O N 1-1 z 0 n- 00 00 00 o) �i J Q� W V) O (0 V) W w W V) 00 00 r 0 0 00 C I o PACIFIC ENGINEERING DESIGN INC. o civic ENGINEERING AND PLANNING CONSULTANTS 030 17Mt LOT 5 PROJECT REF: FAC 00-0011 V�'�®tao These plans are approved for conformance with the City of Auburn's Engineering Division requirements Approved By: Date Approved: „ Z ! 100 0 0 0 R, m 0 v 0 0i CM CD 3 fl m 0 0 LO UD 0 CM 0) L n U) SE 1/4 OF SECTION 31, TOWNSHIP 21 NORTH, RANGE 5 EAST, W.M. EXI ST. .............:.......................................1......8 ►.....wic .................................................. N N 2-IOO 1-I LOT 6 C5 FINAL SLOPE FACE SHOULD BE DENSIFIED BY OVERBUILDING WITH COMPACTED FILL AND TRIMMING BACK TO SHAPE. OR BY COMPACTION WITH DOZER OR ROLLER FOR SLOPES STEEPER THAN 2H: 1 V. PLANT OR HYDROSEED SLOPE FACE WITH A RAPID GROWTH, DEEP ROOTED VEGETATION MAT.** EXIST. VERTICAL FACE APPROX. 80' — 100' 0 d x 0 EL TRAIL Q c 1 NOTES. 1. KEY ALL SLOPES GREATER THAN 5' HOR1Z. TO 1' VERT. 2. ALL STRUCTURAL FILL TO BE COMPACTED TO 95% MAX. DENSI TY, 3. CAP STRUCTURAL FILL WITH 12" TOPSOIL. * STRUCTURAL FILL SHOULD BE PLACED IN LOOSE LIFTS NOT EXCEEDING 10 INCHES IN THICKNESS. EACH LIFT SHOULD BE COMPACTED TO NOT LESS THAN 95% OF MODIFIED PROCTOR (ASTM 1557-78). NO ADDITIONAL LIFT SHOULD BE PLACED UNTIL COMPACTION IS ACHIEVED. **RECOMMENDED SEED MIXES. 1. PERENNIAL RYE BLEND 70% BY WEIGHT, 98% PURITY, 901A.' GERMINATION. CHEWINGS AND RED FESCUE BLEND 30% BY WEIGHT, 98% PURITY, 90% GERMINATION (APPLIED AT A RATE OF 120 LBS PER ACRE). 2. ALTERNATIVE MIX AS APPROVED BY COUNTY. X APPROX. 10' HIGH g VERTICAL FACE N EL=465.0 - . 0� �,OPE 106. Z 117, C, ? N 0 J. 8' BENCH STRUCTURAL FILL* COMPACTED TO 95% MAX. DENSITY CAPPED WITH 12" OF TOPSOIL. EXIST. GRAi REMOVE PORTION OF EXIST. SLOPE AS DIRECTED BY GEOTECHNICAL ENGINEER. LOOSE MATERIAL IN THE 1 TO 1 SLOPE AREA TO AFTER RECOMPACTION, BE RECOMPACTED CUT KEYS INTO SLOPE AS DIRECTED BY AS DIRECTED BY THE THE GEOTECHNICAL GEOTECHNICAL ENGINEER ENGINEER. FOR PLACEMENT OF NEW STRUCTURAL FILL. SLOPE STABILIZATION DETAIL (LOTS 2-6) )) 9 525 pr,orloj 465 425 SCALE: 1 = 20 H. SCALE: 1 = 20' V. 20 0 10 20 40 A5- MILT A3-BUILT INFORMATION PROVIDED BST: CENTRE POINTE SURVEIINIx IMG., Pa 35701 clik AVENUE SOl111-1 FEDERAL WAY, WA 98003 PHONE : (Z53) totol-1901 R ord wing Certification Thew in onform to the Contractor's .c ction records. Date: Title/Position: �•� Confirmed by City. Date: PROJECT REF: FAC 00-0011 913e100e These plans are approved for conformance with the City of Auburn's Engineering Division requirements Approved By: Date Approved: 1:5) job EGA D� oY w sy NFL` to 18612 joNA L T � EXPIRES: MAY 6, 2001 J Q 3 m Q (0 to z 0 0 V♦ � I ID o to N I X U. r 0 co :)0 Z wOoNON W N O $ QQOD J � Z z (L of a Yoe, J Q4W W �p�0 prI III (IL a J 99-65 PROJECT NO. GMH DRAWN BY 03-17-00 ISSUE DATE 08-01-00 SHEET REVISION LO r- rn I r 00 00 r 00 a) Q w J IJ U) O co r, w V) w W Of 00 00 V) O O 00 It ACP�21�=R�2� SCALE: 1 =10 PCIVIL ENGINEERING ANDACI FIC NGI N E RI Na ESI�aN NC. —; PLANNING CONSULTANTS,. 'P F 03o i��l 0 0 0 co Q 0 CU Q Q, 3 J Q F— LC7 co L.C7 CO CD 0 a Cn SE 1/4 OF SECTION 31, TOWNSHIP 21 NORTH, RANG 5 EAST, W.M. 'AIL ...................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................... ................................................................ ............................. a 3 32" HIGH HANDRAIL I I. GH Hl LAND DRIVE 5E PER DTLJ i SHT C24 I .................................................................... .. ....................... ... ... L� U fY s s WAI . I 489.19 48909 70 3 FINISHED GRADE I • ISH ............ .............. ....... 30. " ...................................................................................................................................... 0 5©0.00 496.00 s 49.00 i 492.60 N R � TE STEPS - 4�9.19 CO C t _ PER...D... 2...SH:...0 4..................................... a : 5 . . 488 OQ 5 ...;... ........... ............... ............................................................................................................................................ ................... ................................................................................................................................................. �� 7L46'4:'D'0""' 460. DO � t CO E i „ H HANDRAIL R W VN LA�EPI. C ���� E A of NClC tl. 32 HIGH 456.©0 REMOVED ND REPLACED :PER DTL 1 $HT. C24 A5PHALT RAMP 00 5 EPS 8 451.50 A T EXISTING GRADE R.�' IZ' 30' 03 ' 4 .............. .................................................................................................... ... ......................................... ..... r... ................ .......... ..... .. .................................................................................................................................................................................. ................. ....... ............ j. J .50 i 4 L C ONCRETE TRf�lL REMO P RSA I 431.00 _. �1A AQEA TOT+cH R6 15UILT :DES. T EX. TRAirL - -A. IZ-30. 031 422, 00 CONCRETE S7tPS ' 7 PER D TL. 2H T. C24 - �--D3 � �vlStaNs TO A5 PSutLT TRaII 409.00 E C L C NEER DES L t r .. t`i n C � 4 �R n` ! n� ... .. .... •���0 .......................... � Mom....................00 PF d 031 Z3 of 74 REVISIONS: REVISED PER C.O,A. COMMENTS 08-01-00 GMH ALE SCA LE: 1 = 20 H. SCALE: 1"= 20' V. AS- BUILT INFORMATION PROVIDED IbY CENTRE POINTE SURV EYA INC.] P.S. 33701 ith AVENUE SOUTH QEAL WRY FE R60 U3 WA 9 PH08E(&53) 61ol-M01 Re Ord Drawing Certification These dr rIgls tin form to the Contractor's on r tion records. By - Confirmed by City. D. PROJECT REF: FAC 00— l Yl s °loo &y These plans are approved for conformance with the City of Auburn's Engineering Division requirements Approved By. Date Approved: o PACIFIC ENGINEERING DESIGN INC. o 11112 'jI NA L EXPIRES: MAY 6, 200%'gf Q 3 Z Q 'm Z 0 00 rNEW 0 V♦ i OD NEW I x 1 iL T T M 0 Z LCO) N Z SON LU U• Z < < - _j 0 WWI Q QJZ W �� Teo Q J 99-65 PROJECT NO. GMH DRAWN BY 03-17-00 ISSUE DATE �. • Q LL J W V) O co Ld I) w W _ 00 00 r O O 00 SHEET REVISION : I -0 RC�11S�.0- Z 30 3 C2 CIVIL ENGINEERING AND PLANNING CONSULTANTS 03o t?tip We 0 0 0 cv 0 cu v 0 C\J 01 Q Qj Q, 3 Q 0 0 Ln co rn Cn LO 0 am an CD L Q Y Cn LO REVISIONS: REVISED PER CITY OF AUBURN COMMENTS 08-11-00 GMH FF 0 033 Z4 Ol Z� 6" 12" 12" 12" 6" SE 1/4 OF SECTION 31, TOWNSHIP 21 NORTH, RANGE 5 EAST, W.M. �...� ..1 ........l..l., DENSITY 4" OF GRAVEL BASE COURSE MAY BE REQUIRED DEPENDING ON SOIL CONDITIONS, COORDINATE WITH SOILS ENGENEER AT TIME OF CONSTRUCTION. BARS 8.0' 4.0' MIN. 4.0' MIN. LANDING LANDING CONC. STEPS (PLAN) 4 _.._. _...1 1—Qw 2'-8w w TO CJ 1 1 /2" ti 4 2'--10" #4 BARS 4" MINIMUM #4 BARS ® CONIC. TRAIL 1'-7" O.C. CONC. STEPS (SECTION) 2nw "I ram" 11 Akir-% fAII r%r-M MrTAu SECTION A -A SCALE. 1 "=1 ' NOTES FOR CONCRETE STEPS: 1. CONCRETE: CEMENT CONCRETE CLASS 3000 2. ALL STEPS SAME DIMENSIONS, WITHIN 3/8" MAX. DIFFERENCE. 3. RISERS: 7 1/2" MAX., 5' MIN. 4. TREADS: 12" MAX. 11" MIN., WITH TRANSVERSE 0.01 FT./FT. SLOPE. 5. METAL HANDRAIL REQUIRED FOR 4 STEPS OR MORE, SEE NOTES BELOW. 6. REINFORCING BARS SHALL MEET THE REQUIREMENTS OF ASTM A-615, GRADE 60 AND ARE REQUIRED FOR 4 STEPS OR MORE. 7. SEE SEC. 3.06 8. MAX. VERTICAL DISTANCE BETWEEN LANDINGS IS 12' NOTES FOR HANDRAILS: 1. GALVANIZED STEEL OR ALUMINUM. 2. 1 1 /4" TO 2" O.D. ROUND OR OVAL PIPE. 3. WELDED, WITH SMOOTH SURFACE AND JOINTS. 4. POSTS SET IN MIN. 6" CONCRETE CLASS 3000 5. SEE SEC. 3.06 VARIES AS SPECIFIED DETAIL 1 -HAND RAILING i r30'03 REVISIOn5 TO AS -BUILT TRAIL FER 51TE It15PECTTOTI PER.EDRnED BY MCMIC EMIAINEERII 4 DESIUM LLC. 6" MIN. �— 8.0' MAX. "►e VARIES Q n' ..1AI T L 6" MIN. AS -WILT R5-15UILT INFOKMATION PROVIDF-D BY: CEMTRE POINTS SURVeYi& imc., P. S. 33701 9th RV"U E SOUTH FEDERAL WAY, WR 98 a n PHONE: (253) 601-1901 Record Drawing Certification These d�awinps�conform to the Contractor's ,I cwuctioh records. B y. Dote: -�-�r Title/Position: r•'• Confirmed by City. Date: PROJECT REF: FAC 00-0011 B'/so/co �. These plans are approved for conformance with the City of Auburn's Engineering Division requirements I Approved By: Date Approved: o PACIFIC ENGINEERING [:)ESION INC. o I EXPIRES: MAY 6, 2001-V I a 3 z Q Im Z 0 00 _ 0 N ao I r X a LL 0WI)N Z —�coV) .D0Lo N 0 WA U °D Z _" Q N YZ3 QJZ W �r.r. YO i 9 Q 99-65 PROJECT NO. GMH DRAWN BY 03-17- 00 ISSUE DATE SHEET REVISION r- rn I X 0 CD 0 cV z 0 0- 00 00 00 rn 0 cD Lv '(A W W 0_ H H OD 00 T 0 0 00 4 CIVIL ENGINEERING AND PLANNING CONSULTANTS a 03 D 17 kt 0 Infiltration gallery, see civil plans QAnd private storm drainage Easement. See civil sheet Q Native Growth Hydroseeded areas -typical (symbol= M■ 0 North A------- _,­ ­11- --- -!.,:I -I--- Existing trail L YNN WILLIAM HORN & ASSOCIA TES, L L C LANDSCAPEARCHITECTURE, PARKPLANNING 10828 GRA VELL Y LAKE DRIVE SW, #103, LAKEWOOD, WA, 98499 PO BOX 98967, LAKEWOOD, W.A. 98498-0967 253-582-6984 PHONE 253-582-4442 FAX STATE OF WA E�INGTQN RE IST RED E ARCHITECT fi%tUAM HORN ►GATE NO. 419 a„ ,�^V,k of �e.f\fs ir�sIre.It c.� sk .k � f� t-t- pA r -P%,OL 1, P � ; n �.rc. � s z. cX � •�. c � k c. n 4 0 � c,.l.�- <ari �� a, � �. �,, 4- `" ti `' ,� Plaint List Symbol quantity botauical/common name size, spacing and remarks • 33 Pseudotsuga mentiesiV 4-6 foot lit., b&b Douglas Fir 0 ?Acer macrophyllam/ 1.5"-2" caliper, b&b • Big Leaf Maple 11audomly plant one half of each following type of plant in the areas shown with the symbol of '~ Thuia plicate/ 3 year old seedlings, >„ Westertlk'inr' 10 feet on center 2 „ ?jD'Z• Acer circinatum/ 3 year old seedlings, Vine Maple 10 feet on center .••, • ; L As required Hydroseeded areas, Hydroseed with the :following seed mixture: ;, • • _• , ; ' Hard Fescue 10 percent Chewings Fescue 10 percent White Dutch Clover 10 percent Perennial Rye Grass 60 percent Annual Rye Grass 10 percent 250 lbs. per acre of the above seed mixture. Add into the hydroseed slurry tank the following: 2,000 lbs. per acre of wood cellulose fiber mulch and LANDSCAPE CONSTRUCTION NOTES: 50 lbs. per acre of soil stabilizer and 50 lbs. per acre of 10-10-10 fertilizer 1. Installer shall contract with a Line Locators Contractor and paint the ground with 9. Installer shall provide a one year warranty of all workmanship and materials to the Spray all graded slope areas immediately upon completion of ALL traceable existing utilities prior to any work. Installer shall clearly maintain project Owner. Installer shall provide this warranty in writing to the Owner. grading and also at a date of 60 days after the initial hydroseed h tk 0 C tr t d r inn I o "tors Provide a ropy of the letter to the Landscape Architect: The oneyear warranty shall date. all paint for t e enure course of �e projec on ac ors an c Contractor shall make all possible efforts to research and then field paint ALL begin on the date of the final acceptance of all installed work. Maintain all traceable existing/new utilities. plantings/installed site conditionns until the work is completely accepted by the 2. Installer shall comply and conform to any and all local and state codes for work, Landscape Architect. schedule of project completion and airy other project related requirements. 10. At the date of the one year anniversary of the .Fhwl r3lcceptance, the installer shall 3. Installer shall communicate directly with the Landscape Architect for any and all contact the Landscape Architect, for a site meedng'to view the work. conflicts with site conditions or plan coordination or construction phase site visits 11. SubmittaO to be provided to the., LandreapeArchitect from the installers shall be for NORTH T('� �l j� �"( orfinal acceptance walkthrim The. Landscape Architectmust be phoned requesting thefollowing items: a) manufaccuured imported topsoil, &) fertilizers, r-) mulch, 4) LAKEL AND 1� I;JRT D i' ISIO \ 5B a site visit to view any adverse site conditions or for any site visits. tree stakes. Submittals composre of product samples (2 lb. Of each item a.), and a)) 4. Installers scope of work shall include any/all specified and unspecified but related and the written literature dewriibing the products. These submittals shall be Auburn, WA.. incidental work to achieve the work shown on the plans. All labor, materials, provided for review and commernt prior to anypre4cts being mobilized. subcontractors, equipment, and related incidental items shall be supplied and 012. No substitutions are allowed unless provided in -Wiling by the Landscape Architect, and City of 5/7/01 0 Revision #1, 6-4-2001 installed to achieve a complete project. All installed work shall be maintained until 13. Mulcts application: All trees shwil receive a Z hVeh compacted depth of medium Auburn. theproject isfully accepted b the Landsca e Architect grind bark mulch, from a local , source- Install the mulch at Ilse have of each tree in P .1 f y P y P sheet 1 of 1, S. Should any differences exist between the actual site conditions and the plans, the a 6 foot diameter circle, Top of :mulch shall he flush to the tops of all surrounding Landscape Architect shall immediately he contacted for a site visit by phone The hydroseeded grades. Hrrv+l -r. conditions will be viewed and directives issued by the Owner/Landscape Architect, 14. All plant pits (trees, shrubs ands groundcovers) shall be dug to be two times the 6. Installer shall field layout all work according to the plans and all work is subject to plants rootball width and twice ' the plants rootball depth, Fill the entire plant pit A, field adjustments by the Landscape Architect. 'the field adjustments are to be made with the above specified manufiactured imported topsoil. p � ti c at no additional cost to theproject, r the read adjustments do not increase the Plant pits dug to any less dimerus�ions will not be accepted All plant pits shall he materials amounts or increase the hours of installing labor or require additional tested forpositive drainage. Any slow drainage pits will befield directed as to a nw solution b theLandsca eArcluiitect ' •raw �++�••. •►- •� equipment to be mobilizer. .y P z r "�i r A'f °r�1T `° Z Installer shall inunediately bring to the attention of the Landscape Architect any IS..No plants shall be planted durimg times offreezing weather or when the topsoil is in �y,�y a, jP�la�ri �jtWilNb �{V?E.. �r:I ra clay soi&ivater holding type conditions. It is the installer s responsibility to create a a wet/muddy condition. ra "`'` a positive draining site far all proposed work. If areas of clay soils/water holding 14Fertilize all plants with Agrifar brand plant t le c as per the nwnufacturers type conditions are discovered, no work shall begin until the Landscape Architect recommendations. has field viewed the conditions and has recommended a possible solution. 17. Apply a treatment of vitamin B-1 as per the manufacturers recommendations r W Y31- A' - ' 8. Ta soil/sub rade re aration: Area` o ro osed lantin s4k droseeded areas during the planting phase. ,. a; •; � •ror�11..F+'�rw�w• P ' g P P fP P P b' � J' ? , •.. shall be hydroseeded with the mixture as specified. No topsoil is to he installed as a 8. Vandalism protection and associated corrections are apart of the scope of work of `layer' in any hydroseeded areas Remove from all hydroseeded areas rocks of I the installers.. o 0 - a 0 11 hcA p`f :o�(, w.ra m eIcrc.ul� . inch and larger, any clay type sails, construction debar and any other items 19. Installer is not to prune any new, plant materials until field directed by the rReti f'{1irl�a,ul`KI►� c+(�1;� considered harmful to plant life -The specified topsoil is to be installed in all plant Landscape Architect. RECORD DRAWING CERTIFICATION0007-. Lj T+hv+�syd4'{o,A p.ir{ / These drawings conform to the contractor's construction records. `�7r.r.rr pits o) all trees including the seedlings. See planting details. Plant all seedlings installer is not to remove any eziissting trees, shbs and groundcovers from site similar to the tree planting detai. Manufactured imported topsoil shall be unless directed on the civil plans;, architectural t plans or the demolition plans. HY: DATE: THIS PLAN SHEET CONFORMS WITH THE CITY OF `Prof »rsional Growers Blend' as manufactured by Lloyd Enterprises or prior TITLE/POSITION: AUBURN PLANNING DEPARTMENTS MINIMUM LANDSCAPE REQUIREME approved equal CONFIRMED BY CITY: DATE; aPPknvF'n AY c '.evegetation Plan Scale. I" = 40' p� 25 0>+ z No, #sA l!" #X#4 a UA building lot We of WA 25 feet on center, typical. Immm I I-r-41 I LIZ 1�1 I I%A1 I scale. 1"=40' NOM RXCOM DRAWNG CIRTMATWX These drawings confem to tb* contractor's eon BY: DAM. TM/POSM*. ions are typical and at ter. Field adjust locations as tetual driveway locations. re" 4' wmy ftm he concrete sidevm* STATE OF A(AZILTON REGISTER AR;HrIECT LYONWIILIIm AM I F CAN W 419 REVISION6 By LW z 0 C/) 0 z z LLJ < DRAWN LW HORN CHECKSO CATM 6-2000 SCALA AS NOTED *mm No. U1469'r L--1 3 �1•I.S7S o10 1711) P�# 033 Z? or Z5 0,1 fl3 l7 �