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HomeMy WebLinkAbout03D1718EX. SSWH RIM = 53.13 EX. 12 EX. CURB CUT TO BE REPLACE W/ CONC. VER' CURB, GUTTER & S/W PER C.( STDS. LOCATED IN THE S.W. 1 /4 OF SEC. 6, T21 N, R5E, W.M. AUBURN, WASHINGTON d ill=30' EX. PLANTER 2" A.C. PAVING SLOPE ON ° 0 0 p o 0 ) 0 0 0 110 .O n 4"-%" MINUS CRUSHED ROCK TdA.- 5%-i tcLLLL � w n it .. � §-0.r CONC. CURB 0 ° o 0 11-1 11_. COMPACTED SUB -BASE VERIFY PAVING SECTION AND SUBGRADE PREPARATION REQUIRED BY SOILS REPORT (IF ANY). SOILS REPORT SHALL GOVERN OVER PAVING SECTION NOTED CURB do PAVING SECTION C1 I N.T.S. LEGEND DESCRIPTION NEW EXISTING STORM SEWER - - -SD - - SANITARY SEWER - - _SS-_ WATER - - - W - - FIRE HYDRANT AC PAVING CONC. SIDEWALK LANDSCAPING EXTRUDED CURB - PARKING RETAINING WALL LIGHT STANDARD o POWER BOX POWER POLE UTILITY CONFLICT NOTE: CAUTION: THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION, DIMENSION, AND DEPTH OF ALL EXISTING UTILITIES WHETHER SHOWN ON THESE PLANS OR NOT BY POTHOLING THE UTILITIES AND SURVEYING THE HORIZONTAL AND VERTICAL LOCATION PRIOR TO CONSTRUCTION. THIS SHALL INCLUDE CAVING UTILITY LOCATE ® 1-800-424-5555 AND THEN POTHOLING ALL OF THE EXISTING UTILITIES AT LOCATIONS OF NEW UTILITY CROSSINGS TO PHYSICALLY VERIFY WHETHER OR NOT CONFLICTS EXIST. LOCATIONS OF SAID UTILITIES AS SHOWN ON THESE PLANS ARE NOT GUARANTEED AND ARE SUBJECT TO VARIATION. IF CONFLICTS SHOULD OCCUR, THE CONTRACTOR SHALL CONSULT POE ENGINEERING, INC. TO RESOLVE ALL PROBLEMS PRIOR TO PROCEEDING WITH CONSTRUCTION. SITE PLAN NOTES: 1. FLOOR DRAINS NOT TO BE INSTALLED AT THIS TIME. IF INSTALLED LATER THEY SHALL BE DIRECTED TO THE SAN. SEWER VIA AN APPROVED OIL/WATER SEPARATOR. 2. OUTDOOR LIGHTING FIXTURES SHALL BE SHIELDED AND DIRECTED TO AVOID LIGHT SPILLAGE ONTO ADJACENT PROPERTIES AND AVOID GLARE FOR MOTORISTS TRAVELING ON ADJACENT STREETS. 3. STREET CURB SHALL BE PAINTED WITH FORMULA WMD-Y1, FIVE FEET FROM EACH SIDE OF DRIVEWAY. IN ACCORDANCE W/ ACC 18.52.050 (C) PARKING LOT LIGHTING MUST NOT EXCEED 1h FOOT CANDLES AT THE PROPERTY LINES. 4. POST BUILDING ADDRESS W/ 18" HIGH LETTERS ON FACE OF BUILDING AS/IF REQUIRED BY THE CITY OF_ AUBURN. 5. CONTRACTOR SHALL COORDINATE POWER, CABLE, PHONE & GAS SERVICE W/ UTILITY PROVIDER, CONTRACTOR SHALL COORDINATE POWER, CABLE, PHONE & GAS SERVICE LOCATIONS W/ DEVELOPER/BUILDING OWNER. 6. IN ACCORDANCE W/ ACC 18.52.090(B)(4) ALL COMPACT STALLS MUST BE CLEARLY IDENTIFIED ON -SITE THROUGH PAINTING THE WORD "COMPACT' IN UPPER CASE BLOCK LETTER USING WHITE PAINT ON THE PAVEMENT WITHIN THE INDIVIDUAL PARKING SPACE. GENERAL PLAN NOTES 1. ALL ► ORKMANSHIP AND MATERIALS SHALL CONFORM TO THE CITY OF AUBURN'S REQUIREMENTS. 2. ALL WORK SHALL CONFORM TO THE APPROVED PLANS AND THE RULES AND REGULATIONS OF THE "WASHINGTON STATE DEPARTMENT OF TRANSPORTATION (WSDOT/APWA) STANDARD SPECIFICA11ONS FOR ROAD, BRIDGE, AND MUNICIPAL CONSTRUCTION" 2000AATEST EDITION, EXCEPT WHERE SUPPLEMENTED OR MODIFIED BY THE CITY OF AUBURN'S STANDARD DETAILS AND DEVELOPMENT PROJECT SPECIFICATION MANUALS. COPIES OF THE ABOVE DOCUMENTS SHALL BE AVAILABLE AT THE JOB SITE DURING CONSTRUCTION. 3. A PRE -CONSTRUCTION MEETING SHALL BE REQUIRED PRIOR TO ANY WORK FOR PUBLIC FACILITY EXTENSION PROJECTS. 4. LOCATIONS SHOWN FOR EXISTING UTILITIES ARE APPROXIMATE. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE THE TRUE ELEVATIONS AND LOCATIONS OF ALL UNDERGROUND UTILITIES. IDENTIFICATION, LOCATION MARKING AND REPONSIBILITY FOR, UNDERGROUND FACILITIES OR UTILITIES, IS GOVERNED BY THE PROVISIONS OF CHAPTER 19.122 REVISED CODE OF WASHINGTON (RCW). 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 TELIVISION). 5. THE CONTRACTOR IS CAUTIONED THAT OVERHEAD ELECTRICAL LINES MAY NOT BE SHOWN ON THE DRAWINGS. THE CONTRACTOR IS REPONSIBLE 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. 6. TRAFFIC CONTROL AND STREET MAINTENANCE FOR SAFETY OF THE TRAVELING PUBLIC ON THIS PROJECT SHALL BE THE SOLE REPONSIBILITY OF THE CONTRACTOR. PRIOR TO THE START OF WORK, 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. 7. 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. 8. CONSTRUCTION OF PROPOSED IMPROVEMENTS SHALL BE IN ACC0F'0' NCE WITH APPROVED PLANS. ANY CHANGES FROM THE APPROVED PLAN WILL REQUIRE APPROVAL FROM THE OWNER, ENGINEER AND THE CITY. 9. CERTIFIED DRAWINGS ARE REQUIRED PRIOR TO PROJECT ACCEPTANCE. REFER TO THE CITY'S "RECORD CONTRUCTION DOCUMENT" HANDOUT. CONSTRUCTION SEQUENCE 1. ATTEND PRECONSTRUCTION MEETING WITH THE CITY OF AUBURN (C.O.A.). 2. ESTABLISH CLEARING AND GRADING UNITS. 3. INSTALL SILT FENCING 0 EAST t PER SHEET C2. 4. REMOVE/ABANDON EX. UTILITIES PER CITY OF AUBURN, STATE & FEDERAL GUIDELINES/REQUIREMENTS AS/IF REQUIRED. 5. CONSTRUCT PERMANENT POND & OUTFALL AS SHOWN ON SHEET C2. 6. DIRECT ALL SURFACE WATER TO THE PERMANENT POND AS CLEARING AND GRADING PROGRESSES. NO UNCONTROLLED SURFACE WATER SHALL BE ALLOWED TO LEAVE THE SITE AT ANY TIME DURING THE GRADING OPERATIONS. 7. GRUBBING & GRADING MAY BEGIN. 8. WORK WITHIN R/W (IF ANY) SHALL BE LIMITED TO 45 CONSECUTIVE DAYS. CONTRACTOR SHALL COORDINATE WITH CITY OF AUBURN REGARDING TIMING. 9. CONTRACTOR SHALL WATER THE SITE AS NECESSARY TO REDUCE DUST EMISSIONS AS A RESULT OF CONSTRUCTION ACTIVITY DURING DRY PERIODS. 10. CONSTRUCT UTILITIES & PERMANENT STORM CONVEYANCE FACILITIES. 11. COMPLY WITH THE GRADING, DRAINAGE & EROSION CONTROL NOTES IN THE CONTINUOUS OPERATION AND MAINTENANCE OF THESE FACILITIES. 12. PAVE SITE, CLEAN ENTIRE STORM SYSTEM, SWEEP STREETS AS DIRECTED BY THE C.O.A. INSPECTOR. 13. REMOVE EON & SEDIMENTATION CONTROL MEASURES UPON FINAL SITE STABILIZATION & APPROVAL FROM CITY OFFICIAL. SHEET INDEX SHEET NO. SHEET TITLE C1 SITE PLAN C2 STORM DRAINAGE & GRADING PLAN C3 SECTIONS, DETAILS & NOTES Lt LANDSCAPE PLAN Ii-1 IRRIGATION PLAN RECORD DRAWING CERTIFICATION THESE DRAWINGS CONFORM TO THE CONTRACTOR'S CONSTRUCTION RECORDS, BYDATE:46P-20-03 TITLE/POSITION c�,.�-r.•.tc�-�o�.- CONFIRMED BY CITY DATE: r n rW � JJ a 16 � ~ W EMERALD DOWNS 28TH ST NE SIT 26TH ST NE N 23RD ST NE N AUBURN m MUNICIPAL z AIRPORT N z �3>1i ST Nf d 'PO VICINITY MAP N. T. S. SITE AREA ... .................. ...............................62,000 S.F., 1.42 ACRES ZONING................................... ............ C3 OCCUPANCY ................................................... B, M CONSTRUCTION.,. ....... ....... ........ I ..........5N SETBACKS (REQUIRED): FRONT............................................. ........ 20' SIDE.........................................................0 SIDE STREET ......................... ...............15' REAR.. SETBACKS (PROVIDED): S NORTH.......... ............................... ......... ...150� t+� SOUTH.. ....................................................140 S + EAST................... ..................................... 90: t+� WEST.......................................................50 + BUILDING AREA .................. ...... ... ......... 650 S.F. ALLOWABLE BUILDING AREA: BASIC.............................................. ......... 8,000 S.F. SPRINKLER INCREASE ............................... N/A SETBACK INCREASE...................................100% ALLOWABLE AREA......................................16,000 S.F. PERCENT SITE COVERAGE.................................2.7% PARKING REQUIRED: .-- OFFICE . ............................. .................. .....1,650SSTALLI, OUTDOORS SALES......................................33,78000 TOTAL......................................................13.36(1) H/C PARKING PROVIDED... ............13 ST OWNER INFORMATION JOHN & JAMES ROTTLE 226 EAST MAIN AUBURN, WA. 98002 APPLICANT INFORMATION P & S MOTORS, INC. ATTN: MR. AFSHIN PISHEYAR 116 "A" STREET S.E. AUBURN, WA 98002 PH: (206) 930-8888 FX: (425) 433-O&M SURVEYOR INFORMATION HOLMVIG, DEWITT do ASSOCIATES 1036 COLE STREET ENUMCLAW, WA 98022 PH: (360) 825-6963 FX: (360) 825-0633 PARCEL NUMBER 000100-0038 LEGAL DESCRIPTION A PORTION OF THE WILUAM H. BRANNAN DONA11ON LAND CLAIM NO. 37, IN SECTION 6, TOWNSHIP 21 NORTH, RANGE 5 EAST, W.M., IN KING COUNTY, WASHINGTON, MORE SPECIFICALLY DESCRIBED AS FOLLOWS: BEGINNING AT THE NORTHWEST CORNER OF SAID BRANNAN D.C. NO. 37, THENCE SOUTH 0'58'29" EAST, ALONG THE WEST LINE OF SAID D.C. NO. 37, A DISTANCE OF 789.09 FEET; THENCE NORTH 88'54'48" EAST, A DISTANCE OF 35 FEET TO THE TRUE POINT OF BEGINNING, SAID POINT BEING THE INTERSECTION OF THE EAST LINE OF STATE HIGHWAY NO. 5, (AUBURN WAY NORTH), AND THE SOUTH LINE OF 28TH STREET NORTHEAST; THENCE NORTH 88'54'48" EAST, ALONG SAID SOUTH LINE A DISTANCE OF 173 FEET; THENCE SOUTH 0'58'29" EAST, PARALLEL WITH THE WEST LINE OF SAID D.C. NO. 37, A DISTANCE OF 359.9 FEET; THENCE SOUTH 8854'48" WEST PARALLEL NTH THE SOUTH LINE OF SAID 28TH STREET NORTHEAST, A DISTANCE OF 173 FEET, TO THE EAST LINE OF SAID STATE HIGHWAY NO. 5; THENCE NORTH 0'58'29" WEST, ALONG SAID EAST LINE, A DISTANCE OF 359.9 FEET TO THE TRUE POINT OF BEGINNING. SITUATE IN THE COUNTY OF KING, STATE OF WASHINGTON. VERTICAL DATUM (NGVD 29) CITY OF AUBURN RR SPIKE IN POWER POLE ALONG NORTH SIDE OF 26TH NE, JUST WEST OF "E" ST. NE., ELEV = 52.76' TBMfI WATER METER NEAR THE NE CORNER OF PARCEL B ELEV - 54.41 TBM#2 RIM OF UTILITY MANHOLE LOCATED APPROX. 142' WEST AND 31' NORTH OF THE CASE MON AT AUBURN WAY NORTH & 26TH STREET NE., ELEV = 54.90' PROJECT REF: GRA 01-0029 THESE PLANS ARE "APPROVED" FOR CONFORMANCE WITH THE CITY OF AUBURN ENGINEERING DIVISION'S REQUIREMENTS cr II/hq%i APPROVED BY: J_ ` DATE APPROVED: 2z / - REV. DATE BY DESCRIPTION 1 10/25/01 G.MO REVISED PER C.O.A. COMMENTS 2 11/b7/01 G.MO REVISED PER C.O.A. COMMENTS 3 t It.�dl Fr st - �...-r CD A� -`j Ln a z00uj Jwpu- N U W ou Z cr- J .d- m I r'{ 9 DATE AtiGUST 2001 DRAWN BY G.C410 DESIGN BY A.F.P. JOB NO. 01-050 SHEET NO. 1 Q 0yo9' 03D17/e • , 1 • - aCOTIM_ Cnt �7 • ,-' g ■ '� Q, �, `\ ` ���>'��'; ��� Ids- o 1 , ILIA 00 ��qpp' p" 51 111 015,11 K, �i a �\\ � \,e; �G.�. �.._../I ` �\� � �. �\�1. � 4 3;223�3'�i �ljS3•. , " \NEINS 74 r' 1011-0 tK I tt • �I I ,� 1 g z 1FFICC yng \ BUILDING TO WMILN `\ IN ,�\ ma W. It EMN 1\ \\ \ \ mol on MIN INS \ \ \\\@,` I 1 , „ i - 1 LADDER RUNG 24"0 ACCESS LID OUTLET N s e ° e a FRAME AND LADDER - OR STEPS OFFSET SEE PLAN NEW ABOVE. 0.25" DIA STEEL BARS 0 3" O.C., ALL STEEL PARTS MUST BE GALVANIZED & , ASPHALT COATED TOP OF (TREATMENT 1 OR BETTER) RISER PIPE (OPEN) z Z' MIN JAIL BAR EL = 52.30 EMERGENCY ; OVERFLOW ea • ~ O o, 3"XO.90 CAGE STAINLESS STEEL SUPPORT BRACKET W/ TURNBUCKLE O ANCHORED TO CONCRETE WALL (MAX 2 SPACj I(') MIN ONE INLET FROM r POND PLAN VIEW 1 "=2' NOTES: 1. PIPE SIZES & SLOPES: SEE PLANS. 2. OUTLET CAPACITY NOT LESS THAN COMBINED INLETS 3. METAL PARTS: A) CORROSION RESISTANT OR GALVANIZED OR ALUMINIZED TYPE II B) IF GALVANIZED STEEL PIPE, HAVE ASPHALT TREATMENT 1 4. FRAME & LADDER OR STEPS OFFSET SO: A CLIMBDOWN SPACE IS CLEAR OF RISER. B FRAME IS CLEAR OF CURB 5. IF METAL OUTLET PIPE CONNECTS TO CEMENT CONCRETE PIPE: OUTLET PIPE TO HAVE SMOOTH O.D. EQUAL TO CONCRETE PIPE I.D. LESS W 6. CONFORM TO CITY OF AUBURN STDS. SUPPORT. A.C. OR PVC MANHOLE ADAPTOR "Q" PER TABLE BELOW 12" 0 PVC 12" OUT IE 48.00 12X12X12 PVC TEE, RUBBER GASKET JOINTS 6" MIN. RELEASE RATES DESIGN STORM Q (CFS) ACTUAL > 2 YR 0.09 0.08 10 YR 0.33 0.33 100 YR 0.53 0.52 d ° . d EL. 46.00 12" RUBBER GASKET PLUG W/ 17WO ORIFICE TYPE II-54910 CONTROL STRUCTURE C2 7 SCALE: 1"=2' DESCRIPTION NEW EXISTING STORM SEWER SD - - -SD - - SANITARY SEWER - - -SS - -- WATER-- FIRE HYDRANT CATCH BASIN ■ O STORM MANHOLE AC PAVING LANDSCAPING [� EXTRUDED CURB PARKING �1 RETAINING WALL LIGHT STANDARD POWER BOX e POWER POLE -o- CONTOUR - -52- SILT FENCE 3'70 SPOT ELEVATION 4' SURFACE FLOW ROUND SOLID COVER MARKED "DRAIN" WITH LOCKING BOLTS, RIM 54.00 OFFSET TOP SLAB INSTALL JAIL BAR OVERFLOW ° PER DETAIL - EL. = 52.80 - EL = 52.30 100YR WS EL r ELEV.50.80 51.30 1/"0 ORIFICE O A_ • 0 10YR WS EL 0 50.67 2YR WS EL ELEV. = 50.50> 50.39 CNTR 2-3"0 AND • 1-17/t"0 PER DTL 2/C2 STANDARD GALVANIZED o STEEL LADDER/STEPS WATER TIGHT ® 12" O/C CONNECTION E ____ 12" INLET o °° a IE 48.00 FROM POND a 17A• -/ "0. / ORIFICE 60' ■ �--� " 30 30 ORIFICE ORIFICE PLAN VIEW 2 RISER DETAIL C2 N.T.S. 55....................... NORTH R .......................55 1.0' FREEBOARD MATCH EXIST. GRADES OR (np) 22 EXIST. GRADE m=53.00 TYP) 52 ......... .. .......................52 100YR WS = 51.30 ELEV = I 49 ••••••..•.•""••'•� �• • GRAVEL BOTTOM LIVE 49.00 ...................... 49 ACCESS STG = 48.00 8" WIDE CONC. IROAD A TOP DEAD RETAINING WALL TG = 48.00 PER 3/0 Iil .I 46 ...................... _ JII .......................46 BOTTOM = 45.00 I I 26' 913.0' 8' 8' 13.0' I 9' 43 PROVIDE 6" BLANKET OF IMPERVIOUS --1 5 GRAVEL FILTER MATERIAL (HIGH SILT/CLAY CONTENT) WINDOW PER 4/C3 AT POND BOTTOM TO PREVENT/MINIMIZE INFILTRATION DETENTION/WET POND SECTION (LOOKING EAST) 64 ........................... . C' CHAIN --- LINK FENCE (TYP.) 55....... r-iil . ;, 50 ..................I........ SCALE: 1"=30' HORZ 1"=3' VERT DETENTION POND TW = 53.00 25' (TYP•) EXIST. 100YR WS 1.0' (+) FREEBOARD GRADE = 51.30 BOTTOM 48.00 RETAINING WALL TOP DEAD STG 48.00 PER ���•���� ♦��.i lam•, Ski�������������������������j1►ice ........I...................60 i- EAST It 5' ............................55 MATCH EXIST. GRADES ® PL -q (TYP.) i ............I..............45 40 PROVIDE 6 BLANKET OF IMPERVIOUS """ MATERIAL (HIGH SILT/CLAY CONTENT) AT POND BOTTOM TO PREVENT/MINIMIZE INFILTRATION 4 DETENTION WET POND SECTION LOOKING NORTH C2 SCALE: 1"=5' HORZ. 1 "=5' VERT UTILITY CONFLICT NOTE: CAUTION: RECORD DRAWING CERTIFICATION PROJECT REF: GRA 01-0029 THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION, DIMENSION, AND DEPTH OF ALL EXISTING UTILITIES WHETHER SHOWN ON THESE PLANS OR NOT BY POTHOLING THE UTILITIES AND SURVEYING THE HORIZONTAL AND VERTICAL LOCATION PRIOR TO CONSTRUCTION. THIS SHALL INCLUDE CALLING UTILITY LOCATE @ 1-800-424-5555 AND THEN POTHOLING ALL OF THE EXISTING UTILITIES AT LOCATIONS OF NEW UTILITY CROSSINGS TO PHYSICALLY VERIFY WHETHER OR NOT CONFLICTS EXIST. LOCATIONS OF SAID UTILITIES AS SHOWN ON THESE PLANS ARE NOT GUARANTEED AND ARE SUBJECT TO VARIATION. IF CONFLICTS SHOULD OCCUR, THE CONTRACTOR SHALL CONSULT POE ENGINEERING, INC. TO RESOLVE ALL PROBLEMS PRIOR TO PROCEEDING WITH CONSTRUCTION. THESE DRAWINGS CONFORM TO THE CONTRACTOR'S CONSTRUCTION RECORDS. BYr� ,■,�_ DATE: oll' ol TITLE/POSITION Cmm-�-r6..^�..-rr` CONFIRMED BY CITY DATE: THESE PLANS ARE "APPROVED" FOR CONFORMANCE WTH THE CITY OF AUBURN ENGINEERING DIVISION'S REQUIREMENTS CP 11/m/o1 �04 _ APPROVED BY: �: - ��.a -_� DATE APPROVED: REV. DATE BY DESCRIPTION 1 10/25/01 G.MO REVISED PER C.O.A. COMMENTS 2 11/07/Ot G.MO REVISED PER C.O.A. COMMENTS 3 1 /t.ole3 AFr I►i - W��■'* ••• •40 V n qw 0 C.a AVr/ C> 7 4� ZO 00 04 w � LA- 2! Lo cn � to CQ C3 m L-0 W LA- C) V) Q V m e N r N rim DATE AUGUST 2001 DRAWN BY G.MO DESIGN BY A.F.P. JOB NO. 01-050 SHEET NO. C 2 GRADING NOTES 1. THE CONTRACTOR SHALL GRADE THE SITE TO THE GRADES SHOWN PER THE DRAWINGS AND SPECIFICATIONS. THE CONTRACTOR IS RESPONSIBLE FOR FOLLOWING THE REQUIREMENTS OF THESE DOCUMENTS REGARDING ALL PAVING SECTIONS, CONSTRUCTION METHODS, AND OTHER SOIL RELATED REQUIREMENTS. 2. THE CONTRACTOR SHALL 9"T FILL SOURCE, SPECFXA7ION, AND A HAUL ROUTE PLAN TO THE CITY OF AUBURN FOR REVIEW AMD APPROVAL PRIOR TO PROCEEDING WITH ON -SITE WORK. 3. FINISHED GRADES PER SHEET C2 REQUIREMENTS FOR EXPOSED SOIL STABILIZATION DENUDED AREAS AND SOIL STOCKPILES MUST BE STABILIZED ACCORDING TO THE FOLLOWING SCHEDULE, AS REQUIRED BY THE BUILDING OFFICIAL: 1. FROM APRIL 1 TO OCTOBER 31 ALL DENUDED AREAS AT FINAL GRADE AND ALL EXPOSED AREAS THAT ARE SCHEDULED TO REMAIN UNWORKED FOR MORE THAN 30 DAYS SHALL BE STABILIZED WITHIN 10 DAYS. 2. FROM NOVEMBER 1 TO MARCH 31 ALL EXPOSED SOILS AT FINAL GRADE SHALL BE STABILIZED IMMEDIATELY USING PERMINENT OR TEMPORARY MEASURES. EXPOSED SOILS WITH AN AREA GREATER THAN 5000 SQUARE FEET THAT ARE SCHEDULED TO REMAIN UNWORKED FOR MORE THAN 24 HOURS AND EXPOSED AREAS OF LESS THAN 5000 SQUARE FEET THAT WILL REMAIN UNWORKED FOR MORE THAN 7 DAYS SHALL BE STABILIZED IMMEDIATELY. STABILIZATION SHALL CONSIST OF MULCHING OR HYDROSEEDING IF SHOWN ON THE PLANS. MULCHING SHALL BE HAY OR STRAW APPLIED AT A RATE OF 100 BALES PER ACRE (APPROX. 2" THICKNESS). APPLY MIXTURE BELOW TO PREPARED SEEDBED AT A RATE OF 120 LB/ACRE: LMIBM APPLICATION wommg BY 2 PURITY I Gahm KENTUCKY BLUEGRASS 30% 85 80 (A DELEML DAM OR FYLKING CREEPING RED FESCUE 40% 98 90 (ffmw PERENNIAL RYE 307. 95 90 (MM OR PENNAN ) DUST CONTROL NOTES 1. CONTRACTOR SHALL MINIMIZE THE PERIOD OF SOIL EXPOSURE THROUGH USE OF TEMPORARY GROUND COVER AND OTHER TEMPORARY STABILIZATION PRACTICES SUCH AS SEEDING AND MULCHING, AND EROSION BLANKETS. 2. DURING CONSTRUCTION AND DRY WEATHER, SPRINKLE THE SITE WITH WATER UNTIL SURFACE AREA IS WET. REPEAT THE PROCESS AS NEEDED DURING THE DAY. 3. ALL TRUCK TRAFFIC MUST USE THE CONSTRUCTION ENTRANCE AS/IF DESIGNED AND SHOWN ON THE PLANS TO PREVENT CARRYING MUD INTO STREET. 4. ALL OPEN BODIED TRUCKS TRANSPORTING FINE MATERIAL TO THE SITE MUST BE COVERED TO PREVENT DUST FROM BLOWING FROM THE TRUCKS. 5. DURING CONSTRUCTION, ALL PROPERTIES AND ALL PUBLIC STREETS ADJACENT TO PROJECT WHICH WILL BE USED BY CONSTRUCTION TRAFFIC SHALL BE KEPT CLEAN OF ALL MATERIAL DEPOSITS RESULTING FROM ON -SITE CONSTRUCTION. 6. MINIMUM OF ONE WATER TRUCK SHALL BE AVAILABLE ON -SITE AT ALL TIMES DURING CONSTRUCTION. APPROXIMATE FILL/CUT TYPE SPECIFICATIONS FOR STRUCTURAL FILL FILL MATERIAL TO BE CLEAN, WELL GRADED COMPACTIBLE MATERIAL PER THE PROJECT SOILS REPORT (CLASS X RECOMENDED, CLASS -Be W/ OWNERS AUTHORIZATION) WITHOUT WASTE AS DEFINED IN WAC 173-304-100. SEE PROJECTS SOILS REPORT FOR FURTHER SPECIFICATION/INFORMATION EARTH WORK VOLUMES: EST. CUT = 300 CY (INCLUDING STRIPPING) EST. FILL = 300 CY * CONTRACTOR TO VERIFY SPECIFICATIONS FOR GRUBBING ALL AREAS TO BE GRADED SHALL BE CLEARED OF VEGETATION, BRUSH, AND ANY OBVIOUS EXISTING DEBRIS, AND STRIPPED OF ANY TOPSOIL AND UNDERLING SOILS THAT ARE SOFT, LOOSE AND/OR CONTAIN SIGNIFICANT AMOUNTS OF ROOT AND OTHER ORGANIC MATTER. A 6" DEPTH OF STRIPPING IS EXPECTED, MORE OR LESS; HOWEVER, STRIPPING SHALL TAKE PLACE TO WHATEVER DEPTH IS NECESSARY TO REMOVE ORGANIC MATTER AND SOFT/UNSTABLE MATERIALS FROM BENEATH AREAS TO BE FILLED AND/OR PAYED. STRIPPING SHOULD EXPOSE MEDIUM DENSE, STIFF, OR MORE COMPETENT, NON —ORGANIC EXISTING SOILS. SEE PROJECT SOILS REPORT FOR FURTHER SPECIFICATIONS. UTILITY CONFLICT NOTE: CAUTION: THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION, DIMENSION, AND DEPTH OF ALL EXISTING UTILITIES WHETHER SHOWN ON THESE PLANS OR NOT BY POTHOLING THE UTILITIES AND SURVEYING THE HORIZONTAL AND VERTICAL LOCATION PRIOR TO CONSTRUCTION. THIS SHALL INCLUDE CALLING UTILITY LOCATE 0 1-800-424-5555 AND THEN POTHOLING ALL OF THE EXISTING UTILITIES AT LOCATIONS OF NEW UTILITY CROSSINGS TO PHYSICALLY VERIFY WHETHER OR NOT CONFLICTS EXIST. LOCATIONS OF SAID UTILITIES AS SHOWN ON THESE PLANS ARE NOT GUARANTEED AND ARE SUBJECT TO VARIATION. IF CONFLICTS SHOULD OCCUR, THE CONTRACTOR SHALL CONSULT POE ENGINEERING, INC. TO RESOLVE ALL PROBLEMS PRIOR TO PROCEEDING WITH CONSTRUCTION. 59 ...................... ....................... ..................... .. .................... ................... I .................. ............................. I ....... .................. ........................ .................... ............. ...... .......... ...... .... 9 ...... ....... I ........ .. . . . . SOUTH . ....... .................... ............... ....... MATCH EXIST, ...................... . ..... GRADES: 0 Li NORTH� R_: w ......... ......... p IL:(Typl). .................................... I ........... ........ ........... .......................... : ....................... ................ ....................... .................. ...................... ........... ................... ............................................................................. ........................ .............. 56: ....... ...... ...... 56 V� ..... ................ ......... ........ ...... ......... ......... ......... ......... ......... ... ..... .......... ...... ........ ............ Go ...... ....... ... :. ...... PROPOSED . ......... .............. ... ....... .. . .................... ......................... .....................................................511 ........................................................................... 3 c%4 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . bb R 23 ....... ...... ...... ...... .......... .......... ............. ...... ............. CURB uj Lz ........... ...... . .......... .... ...... ........ ............................... ......... ....... ......... EX.: ....... ...... .... ...... ...... ........ .......... ........... ...................... * .............. : ......... 50 .................... .......... ................. ................... .......... ............ ...................... ........ I .............................................................................................. .............................. ...................... .......... ...... ..... ....... .............. (n ...... ......... .......... .......... ................. ....... ......... ... ....... ...... ....... ...... .... ... ............ ...... .......... . ....... ......... ....... a ......... ......... . . . . . . . . . co 47 .......................... ............................................................. ................................... ......................................................................... I ...... .......................... ............................................................................. ........................ .............................. ...................... 47 SITE SECTION (LOOKING EA SCALE 1"=30' HORIZ 1"-3' VERT 59 ..................................................... .................... - ... ....................... ....................... ......... ......................... ....................... 9 ...... WEST:t ... ... .. .. .. . . .. . . .............. ....................... .. .... ...... MATCH EXIST. ...... ............ GRADES ........... ......... t (Typ;). : EAST R. 56 ........... ............ .. .................... ......... ....... ........ .......................... ....... I ............ ........................ .................. .............. .......... EX.':GRADE:::::: ..... : I ' * * I ' I ................... .................. ..... .................. ...... ........ ........... ..................................................... ........................... ........ ..................... 53 53 ........ ..... ...................... ... .... ... .......... .... .................... . ...... ................. ...... PROPOSED ......... ....... ....... GRADE. 50:.., ...................... ................. ............. ..................... ....................... .................... ......................... .................... ............. ........ ... ....... IEXISIING� L/5: ­1 . : ......... : ......... .......... ........ ...... (TO REMAIN) ......... ....... : .......... ......... .............. .... .......... 47:­* ­­­ ....... ............................ ................... .......................... ............ .......... ............................................... [ ' ' " ­ ... *",*** ** :­f .................... 47 ...... ..... .. .... . a........ ............. ...... ....... .. T .......... ......... ......... ...... ............. DETENTION/WET: POND ...... ............. PER DETAILS. 3 &: 4/P2 ....... .... ........................... ............................. .................... .......................... .............. .... ... ........... . ............ 44 ................ 44 .......... ......... ......... ...... .......... ....... ......... ... ..... ............................. .... ............. .............................. .................. ....... .......... ............................................................ ............................................................................................ I ......................................................................... 41: ............ 41 SITE SECTION SCALE 1"=30' HORIZ 1*=3' VERT LOOKING NORTH 49.00 18' THICKNESS 1 5' MINIMUM 91m-4" WASHED ROCK CORE QUARRY SPALLS LAYER CELL POND BOTTOM 7-7--1 I NOTE: "KEY' NOT REQUIRED -POND BOTTOM POND BOTTOM EL = 45.00 EL = 45-00 6 1 CHAIN LINK FENCE, - (BLACK VINYL COATED) MAKE PROVISIONS IN TOP OF CONIC. WALL FOR SUPPORT 50.81 MAX. sz EL 48.00 3 #5 X 0 15. O/C _iT ,I VLR "w f-w' 00—" 0 2 EL 45.50 BOTTOM POND EL -4 GRAVEL FILTER WINDOW DETAIL I N.T.S. 10-6a X SECTION Y-Y X_X RECORD DRAWING CERTIFICATION THESE DRAWINGS CONFORM TO THE CONTRACTOR'S CONSTRUCTION RECORDS. BY: DATE: TITLE/POSITION CONFIRMED BY CITY DATE: T.W. = 53.00 SEE POND SECTION 3 & 4/C2 0 [1 VARIES, 52.50 MAX r i/f— 'd ­/ J 0 �b(yo0 0 'ou up00 000 0,300000 1 0 p 0 0 bo �05 0 12' VERT., '- 000 0 12* HORIZ. , 18- MIN, 0 & - 0 W-� WASHED ROCIK 00000-000 9 40.00. BACKFILL-ol /216 o CLR 0—000 01000/ 9 oo 0 W 00,0 0 ooq 00 0 0 o 64 .0000.1 0 00.006 #5 0 12 01 VERT. 1. JX. -0� 00 000 0000 000000000 b 0 0, 0 0000 00 0 t000. 0 " .,;D0 100.C�-so I (4) #4 CONT-1 45.50 2'-0' \\—COMPACT SUBGRADE TO 90% DENSITY & 4'-2* UNYIELDING, EXCAVATE & RECOMPACT PER SOILS REPORT POND RETAINING WALL N.T.S. F'c = 2,500 PSI Fy = 60 KSI PROJECT REF: GRA 01-0029 THESE PLANS ARE "APPROVED" FOR CONFORMANCE WITH THE CITY OF AUBURN ENGINEERING DIVISION'S REQUIREMENTS c? i1/11/0( APPROVED BY: DATE APPROVED: REV. DATE BY DESCRIPTION 1 10/25/01 G.MO REVISED PER C.O.A. COMMENTS 2 11/07/01 G.MO REVISED PER C.O.A. COMMENTS r '07�1 I El d DATE AUGUST 2001 DRAM BY G.MO DESIGN BY A.F.P. JOB NO. 01-050 SHEET NO. C 3 030 i EX. I j EX. SSMH 12"' SOOOS.5 Add TM�buLA*- SFOAAA 4 T#4¢o0b*our I Y RIM = 53.13 I o I �� cowkw) EX. 8" \� I I EX. D/W EX. D/ W —---I—�----- --w------------w ------------W ---- EX.12" 28TH ST. N.E. — — RIM = 52.22 3 _ N 88*54'4Q E - -SS - — ... — ..- --- EX. SDMH, TYPE I � — — — — —SS- — — — — — — - �---SS— — — — — —— I IE (18") = 46.47 (E, W) I o I ------------ -- -- — — ---SD------ - T7 IE (18") = 46.47 (E, W) I �- — _ _ I — LAWN �4 / j EX. D/W LAWN � I —s EX. D/W 48 W 138. l II - EX. SDMH, TYPE II I I I 5' RIM = 52.93 I A *53'17 /�� ��'� / FOUND REBAR W/CAP IE (18") = 47.13 (E, W) I I I f1�� \ 35.00 1 �� �/ /iji LS 11926 IN PLACE A = 54.91 52.3 ❑ I XISTING CHERRY ( cc EX. LIGHT STANDARD 70 BE REMOVED STING TAM JUNIPERS x EX. L/S I TO REMAINC07 CID 25. 5' wig I Ek—z 1 I I /// 4 19 I \'�C� � EX. CINDER LOG PLANTER EXIST. CHERRY ;Iwo { I ( EX. 6" CONC, II PLANTER TO EX. AC -v+ 4I REMAIN UNIT EX. TREE ❑ I EX. HEATHER HIG �'° O X TO REMAIN EX. CURB °O I EX. I EX. HEATHER PARKING I LOT I j I I EX. JUNIPER N II I I HEATHER X. HEA I I T 0 I I ( EX. JUNIPER r EX. OFFICE { -OHP- -i — EX. HEATHER I BUILDING TO --I--- 3 >— I EX. 6' RAMP REMAIN AS -IS I Q 6, I I I & LANDING (1,650 S.F.) L I 3� I I I — � 4 I . JUNIPER + D EX. 5' { I LDS I I X S I I EX. HEATHER °O I S Q I II I W EX. 6" CONC. EXIST. CHERRY FI PLANTER `n I C I I I CUT 413 I I I EX. O- I E { I I I PAVING P I I i I TO BE ( I REMOVED C o R o t4 6X. SDMH, TYPE II RIM = 54.09 3 IE (24") = 48.09 (N,S & W) 94 r� � c�u 'rNL0u6�r UTILITY CONFLICT NOTE: CAUTION: THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION, DIMENSION, AND DEPTH OF ALL EXISTING UTILITIES WHETHER SHOWN ON THESE PLANS OR NOT BY POTHOLING THE UTILITIES AND SURVEYING THE HORIZONTAL AND VERTICAL LOCATION PRIOR TO CONSTRUCTION. THIS SHALL INCLUDE CALLING UTILITY LOCATE ® 1-800-424-5555 AND THEN POTHOLING ALL OF THE EXISTING UTILITIES AT LOCATIONS OF NEW UTILITY CROSSINGS TO PHYSICALLY VERIFY WHETHER OR NOT CONFLICTS EXIST, LOCATIONS OF SAID UTILITIES AS SHOWN ON THESE PLANS ARE NOT GUARANTEED AND ARE SUBJECT TO VARIATION. IF CONFLICTS SHOULD OCCUR, THE CONTRACTOR SHALL CONSULT POE ENGINEERING, INC. TO RESOLVE ALL PROBLEMS PRIOR TO PROCEEDING WITH CONSTRUCTION. File Name ► : ;;�!vt ail J�Y.-"e op e 0 — N 88-54T48� 173.00' — EXIST. BUILDING SITE PLAN 1"=30' REV. 1I -8-01 ADD GC &TREES ALONG AUB. WY. REV. 10-30-01 ADD 5' LANDSC. A NORTH PL. PER CITY. LANDSCAPE PLAN EX PARKING LOT 2" A.C. PAVING 0 0 y o u O o 0 o 0 00 Iliiitlliitllltiit MINUS CRUSHED ROCK PG+t.• ham+ K.• • rw w i�1---1 llll�, " D � D D CONC. CURB 0 o O o O 0• ` o COMPACTED SUB -BASE VERIFY PAVING SECTION AND SUBGRADE PREPARATION REQUIRED BY SOILS REPORT (IF ANY). SOILS REPORT SHALL GOVERN OVER PAVING SECTION NOTED 1 CURB & PAVING SECTION .1 N.T.S. EGEND ESCRIPTION NEW EXISTING TORM SEWER - — -SD— — ANITARY SEWER - — -SS— — ATER RE HYDRANT ONC. SIDEWALK L. XTRUDED CURB ARKING Oi ETAMIING WALL GHT STANDARD OWER BOX 4' NOTES INSTALL 4" TOPSOIL AN ALL PLANTING AREAS. PROVIDE 3" BARK MULCH IN ALL PLANTING BEDS. PROVIDE ONE YEAR WRITTEN WARRANTY FOR ALL PLANTS. PROVIDE ALL PERMITS AND INFECTIONS AS REQUIRED. WHERE WEEDS OR DEBRIS ARE IN PLANTING AREAS REMOVE AND DISPOSE OF OFFSITE. PROVIDE HOSE BIBS AT 50' O.C. FOR 904GA71ON OF ALL PLANT MATERIALS. P & S MOTORS, INC. ATTN: MR. AFSHIN PISHEYAR 116 "A" STREET S.E. AUBURN, WA 98002 Site Address: 2716 Auburn Way N. Auburn, Wa. 98002 PH: (206) 930-8888 FX: (425) 433-0836 DECIDUOUS TREE #1 CHAINLOCK, LOCK do STAPLE TO STAKE (2) 2x2 FIR STAKES DRIVEN TO REFUSAL SET PLUMB do INUNE 2" LAYER BARK MULCH 2" DISHED EDGE PULL BACK BURLAP AND REMOVE WIRE BASKET 50/50 TOPSOIL/ NATIVE SOIL MIX PLANT PIT TWICE DIAM. OF ROOTBALL TREE STAKING DETAIL N.T.S. Symbol 0 PLANT PIT TWICE �• w,,, '% ' ROOTBALL DIAM. u Y � to 2" LAYER BARK w."•v 2" DISHED EDGE FOLD BACK TOP THIRD OF BURLAP 50/50 TOPSOIL/ NATIVE SOIL MIX SHRUB PLANTING DETAIL N.T.S. r 'n F EMERALD DOWNS 2QTM ST NE SITE 26TH ST NE 0 23RD ST � AUBURN m MUNICIPAL W AIRPORT - z 151H ST ME e`e VICINITY MAP N.T.S. OWNER INFORMATION JOHN do JAMES ROTTLE 226 EAST MAIN AUBURN, WA. 98002 I Ilflllflhi 1 PLANT PIT TWICE ........ ,,,.��uinnllllh ROOTBALL DIAM. dIIII��#II�� 11111 CONIFEROUS TREE IIIIIIIIpIIIII ,,illllllll � � O ,;� 2x2 FIR TREE STAKE �ng111111111111II1I����� IIIIIII� CHAINLOCK, LOCK i�pipll) Illllllgb. & STAPLE TO STAKE III) (�IIII�IIIIIIIIIIi��t+uu�� 2" BARK MULCH ��onnn+tuf 2" DISHED EDGE -- UNFOLD TOP THIRD OF BURLAP do REMOVE WIRE BASKET 50/50 TOPSOIL/ NATIVE SOIL MIX CONIFEROUS TREE STAKING N.T.S. PLANT LIST Quontit Scientific Name Common Name Size Spacing 35 Pinus rnugo Mughus Mugo Pine 2-Gal 3' Q.C. 163 Juniperus ubina 'Tom" Tam Juniper 2-Gal 3' O.C. Prunus cericftra nowering Plum 1.5"-Cal 30' O.C. iIF tw3 �-t4 x CoNTOIdrA ^Palm - "► P�...•t+ 6' - 7' 30' 0. C. As Req'd. Cotoneoster dwtvi earberry Cotanmter 4" Pot 36" O.C. INSTALL GROUND COVER IN ALL NEW PLANTS BEDS WITH TRIANGLE FACING. &k*oi"Y AS �IIxGCD Date: 8-29-01 Scale: 1" = 30' Drawn By: D.B.L. Approved By: Revised:10-30-0110-8-01, I t /s Ib t Row T*A* baccO& SNP 44AMIOW-YMOUS Owwso- 'Au2—Roe RECORD DRAWING CERTIFICATION THESE DRAWINGS CONFORM TO THE CONTRACTOR'S CONSTRUCTION RECORDS. BY: DATE: TITLE/POSITION CONFIRMED BY CITY DATE: PROJECT REF: GR"A. 0% - a+"Ln THIS PLAN SHEET REFLECTS THE CITY OF AUBURN'S MINIMUM LANDSCAPING REQUIREMENTS APPROVED BY: iW 50ID N r DATE APPROVED: )1.19•o# EAGLE DESIGN 28007 NE 27th DR. REDMOND, WASHINGTON 98053 TEL. (425) 898-8833 FAX (425) 888-2164 Sheet L-1 Of 1 010, ft pi� Ivt EX. SSMH RIM = 53.13 EX. SDMH, TYPE I RIM = 52.22 IE (18") = 46.47 (E, W) IE (18") = 46.47 (E, W) EX, SDMH, TYPE II RIM = 52,93 IE (18") = 47.13 (E, W) EX- 12 " I EX. 8" 0 TI T I , EX. D/W -D/W ---W --.----------W---'---I------ W -W ------- EX. 12" 28TH ST. N.E. 1 _ - ' — - - --- N M4'48�---SS------------ - - L--SS--------SS------ ___ -- - �- - -- -- -EX. D/W -- --- ---_ EX. D/W 88'154 48 W 1 i I I TO ( I, I REMAIN I EX. 12" I I I I EX.-� I II I 11 1 II I I I to C -- I I N II I F- I it p I II J I I II I — —I— Z -- -OHP- — II I ,Q � (N�j I m I II EX. 6" CONC. v PLANTER I II I { II I I II I I Io I II II I II I I it I I II EX. SDMH, TYPE II RIM = 54.09 I I I IE (24") = 48.09 (N,S & W) j iI I I I I -4 I I II -OHP- - - -II- I I �I I lI I II I I II I I 11 i II d = 89'S3'17" R = 35.00 A = 54.91 00T 19' EX. CINDER © LOG PLANTER TO EX. A UNIT . H/C NOTE: LOCATION OF P.O.C. IS SCHEMATIC. EX. OFFICE ACTUAL LOCATION I BUILDING TO IS IN PLANT BED. REMAIN AS -IS SEE CIVIL PLAN { (1,650 S.F.) FOR LOCATION. UTILITY CONFLICT NOTE: CAUTION: THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION, DIMENSION, AND DEPTH OF ALL EXISTING UTILITIES WHETHER SHOWN ON THESE PLANS OR NOT BY POTHOLING THE UTILITIES AND SURVEYING THE HORIZONTAL AND VERTICAL LOCATION PRIOR TO CONSTRUCTION. THIS SHALL INCLUDE CALLING UTILITY LOCATE ® 1-800-424-5555 AND THEN POTHOLING ALL OF THE EXISTING UTILITIES AT LOCATIONS OF NEW UTILITY CROSSINGS TO PHYSICALLY VERIFY WHETHER OR NOT CONFLICTS EXIST. LOCATIONS OF SAID UTILITIES AS SHOWN ON THESE PLANS ARE NOT GUARANTEED AND ARE SUBJECT TO VARIATION. IF CONFLICTS SHOULD OCCUR, THE CONTRACTOR SHALL CONSULT POE ENGINEERING, INC. TO RESOLVE ALL PROBLEMS PRIOR TO PROCEEDING NTH CONSTRUCTION. File Name TO 25' 1' ❑ C] e — — — N 88'S4 48!7_ 173.00' - — — EXIST. BUILDING IRRIGATION PLAN 1" 30' IRRIGATION PLAN FOUND REBAR W/CAP LS 11926 IN PLACE x EX. TREE ❑ TO REMAIN EX. PARKING LOT EX PARKING LOT 2" A.C. PAVING SLOPE— DN 0 0 0 0 0 0 0 0 >0 _*O 4"-6" MINUS CRUSHED ROCK Mon =__C.CURB V 0 " L 0 0 o O �. —1 0 1.1=1 0 o I 1—III=1 0 0 1-1 11 I I-1 11— COMPACTED SUB -BASE VERIFY PAVING SECTION AND SUBGRADE PREPARATION REQUIRED BY SOILS REPORT (IF ANY). SOILS REPORT SHALL GOVERN OVER PAVING SECTION NOTED CURB & PAVING SECTION C1 N.T.S. LEGEND DESCRIPTION NEW EXISTING STORM SEWER - - -SD — — SANITARY SEWER - - _SS—_ WATER - - - W — — FIRE HYDRANT Q, CONC, SIDEWALK EXTRUDED CURB PARKING ( RETAINING WALL LIGHT STANDARD POWER BOX LEGEND CRANE 1" GATE VALVE IN 10" PIT AT 18" DEPTH MIN. N 1" FEBCO 805Y DOUBLE CHECK VALVE ASSBY. IN JUMBO BOX. M DOMESTIC WATER METER W/ 1" TEE AND NIPPLE FOR IRRIGATION POINT OF CONNECTION. RAiNBIRD 33LVC QUICK COUPLER ON GALV TRIPLE SWING DINT IN 6" PIT ALSO INCLUDE (3) 33K KEYS AND (3) SH-0 HOSE SWIVELS 1" SCH 40 PVC MAINLINE AT 18" DEPTH MIN. AND IN 2' SCH 40 SLEEVE WHERE UNDER PAVING. CA1250N JJMt300 V&, t t3rnc %T FLU51-1 VMTH FINISH GiMPJ7F, f - FEPCO t7OLVLE CK VALVE A55PMMY DIX A5 NCMP M AN5, UNION 5AW 51A5 C7CV, MA55 NIM5, 5AME 9 A5 t7CV 5CN80 90 ELL 5CH60 PVC NIPL. 4" iVNN CME MU OR TWA?B17 LUMiXcR FLOCK a° o o °o ° 6 C.F, GIZAVIL SUNS' POLMCH- CK VAS V� A55F- MN Y MAIL - P & S MOTORS, INC. ATTN: MR. AFSHIN PISHEYAR 116 "A" STREET S.E. AUBURN, WA 98002 Site Address: 2716 Auburn Way N. Auburn, Wa. 98002 PH: (206) 930-8888 FX: (425) 433-0836 6" PIT FLUSH W/ FINI51 GM #M CHICK COUPLFR TMaPLE 5WING JOINT WMN (5) MA LB X 5TIMEET ELLS AW (1) 12" 5CH 80 PVC "IL. 5CH 40 PVC MAIN LINE ANV 5CH 40 TEE OR FLL TRIFL. SWING JOIN-' 05M A55�MI3LMY P�TAIL N,1'.5. Date: 8-29-01 Scale: 1" = 30' Drawn By: D.B.L. Approved By: Revised: �j EMERALD DOWNS 25TH ST NE SITE 26TH ST NE _ a 23RD ST NE AUBURN m MUNICIPAL 19 AIRPORT N W 151H Sr NE VICINITY MAP N.T.S. OWNER INFORMATION JOHN & JAMES ROTTLE 226 EAST MAIN AUBURN, WA. 98002 VWATMEIZMATC 906L V MAIN VALVE MAJMi:Fl2 %T FLUSH W/ FIN15H G12AM- CLA55 200 PVC W/ CUf & FLAIMt7 DA5E, WA55 MAMA, MAIN VALVE . 5CH60 NIPP5 MIN 3" 0NC4, 5CH 80 PVC 90 ELL, 50N80 PVC N1PI, MIN.'5" LONG 2 C.F. GPAV I- 5UMP MIN. MANUAL- MAIN VAI.V� A55EMMY MfAID N,-',5, EAGLE DESIGN 26007 NE 27th DR. REDMOND, FASHINGTON 98053 TEL. (425) 898-8833 FAX (425) 868-2164 Sheet IR-1 of 1 1PFS4j: S