Loading...
HomeMy WebLinkAbout05D1760SITE PLAN NOTES 1. FLOOP 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. 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. STREETCURB SHALL BE PAINTED WITH FORMULA WID-Y1, FIVE FEET FROM EACH SIDE OF DRIVEWAY. IN ACCORDANCE W/ ACC 18.52.050 (C) PARKING LOT LIGHTING MUST NOT EXCEED lei FOOT CANDLES AT THE PROPERTY LINES. 4. POST EUILDING ADDRESS W/ 24" 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 `'ROVIDER. CONTRACTOR SHALL COORDINATE POWER, CABLE, PHONE & GAS "ERVICE LOCATIONS W/ DEVELOPER/BUILDING OWNER. 6. IN ACCORDANCE W/ ACC 18.52.090(8)(4) ALL COMPACT STALLS (IF ANY) MUST BE CLEA'?I_Y IDENTIFIED ON -SITE THROUGH PAINTING THE WORD "COMPACT" IN UPPER CASE BLOCK LETTER USING WHITE PAINT ON THE PAVEMENT WITHIN THE INDI"IDUAL PARKING SPACE. CONSTRUCTION SEQUENCE 1. ATTEND P`lCONSTRUCTION MEETING WITH THE CITY OF AUBURN (C.O.A.). I 2. ESTABLISH CLEARING/CONSTRUCTION LIMITS. INSTALL ANY EROSION CONTROL HEASURES AS MAY BE DIRECTED BY THE C.O.A. INSPECTOR (IF ANY) CURING THE CONSTRUCTION ACTIVITY. 3. REMOVE EISTTNG PAVING AND INSTALL PERMANENT UTILITIES. 4. WORK WITI N R/W (IF ANY) SHALL BE LIMITED TO 15 CONSECUTIVE DAYS, CONTRACTOR SHALL COORDINATE WITH THE CITY OF AUBURN REGARDING TIMING. 5. COMPLY WIH THE C.O.A. GRADING, DRAINAGE & EROSION CONTROL NOTES IN TIE CONTINUOUS OPERATION AND MAINTENANCE OF THE ON --SITE FA:;ILIIIES. 6. FINISH GRADNG & BUILDING CONSTRUCTION MAY BEGIN. CONTRACTOR SHALL WATER THE SITE AS NECESSARY TO REDUCE DUST EMISSIONS AS A RESUL`' OF CONSTRUCTION ACTIVITY DURING DRY PERIODS. 7. PAVE SITE, CLEAN ENTIRE STORM SYSTEM, SWEEP STREETS AS DIRECTED 1 BY THE C.O.,,,. INSPECTOR. II WATER ROTES � C) _ O 1. INSTALLA ITON OF CORPORATE STOPS, WATER SERVICES, LINES AND METERS Z SHALL B" PEP CITY OF AUBURN STANDARD DETAILS. THE CITY WILL INSTALL THE MET =R. THE CITY MAY, AT THE CITY'S OPTION, INSTALL SERVICES FROM Q MA:IJ LII'E TO METER WHEN THE EXISTING WATER LINE IS IN AN EXISTING CITY ST .":ET; ALL OTHER WORK BY CONTRACTOR. 2. PLUMBII SUBCONTRACTOR SHALL VERIFY THE ADEQUACY OF THE SUPPLY Z LINE (S; 'c/PRFSSUNE) PROPOSED AND REPORT ANY CONCERNS TO THE ENGINE[,? PRIOR 10 CONSTRUCTION. m 3. ADDITIO`!AL FITTINGS & PIPE MATERIAL MAY BE REQUIRED. IT SHALL BE THE CC JTRACTDRS RESPONSIBILITY TO PROVIDE THE NECESSARY FITTINGS AND M ,TERIAL TO INSTALL THE WATER SYSTEM. 4. INITIAL TEST TO BE WITNESSED BY CITY OF AUBURN WATER DIVISION PERS0 4NEL. 5. PLUM':ING PERIw,IT REQUIRED FOR IRRIGATION ASSEMBLY, BACKFLOW ASSEMBLY BE C a DOH LISF. EX. PLANTER & TREE (2) PLACES \ TO REMAIN 5' CLR.- 5' TEL LINE EASEMENT REC#7807240995 INSTALL: I \ DEDUCT IRRIGATION METER W/ DCVA PER C.O.A. STD. DTL WADM-1 (SEE IRRIGATION PLAN) SEE NOTES 4 & 5 INSTALL: 1" SERVICE, NEW METER BOX & 1" DOMESTIC METER PER C.O.A. STD DTL WASM-2, 1" SUPPLY TO BUILDING EX. SIGN- 5' PSE POWER = 1 10 35' EASEMENT REC#6423883 REMOVE EX. SPIGOT TO 2 MAIN & CAP 7' PLANTING AREA EASEMENT 1 REC#7105060438 EX. SSMH 409-07 RIM = 54.46 IE (18") = 47.34(COA) EX. SSMH 409-09 RIM = 54.47 IE (18") = 47.51(COA) I UTILITY CONFLICT NOTE: CAUTION: IC I �i APPROXIMATE LOCATION OF PRIVATE SEWER & WATER LINES PER CITY OF AUBURN PLANS APPROVED MAY 9, 1989 FOR THE VALLEY PONTIAC SERVICE BUILDING ADDITION _ `SS\ _ _ _w\ \ , 6 SS _ _ _ EXISTING BUILDING EXISTING PAVED AREA EX. CONC. S/W, CURB & GUTTER EX. CURB BACK OF WALK TO BE REMOVED of o - - rn _ Q /� cn II - EX. SIGN TO RELOCATE PER SIGN OWNER U-h - -TO-REM AIN - _?S S - - - - TAP INTO 2" WATER MAIN INSTALL 1" II DOMESTIC II SERVICE II EX. CUFF TO REMAIN 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. LOCATED IN SECTION 6, T21 N, R5E, W.M. AUBURN, WASHINGTON PROPOSED BUILDING 2,276 S.F. PREMANUFACTURED (4) BAY QUICK LUBE BUILDING EX. LIGHT TO BE REMOVED OR RELOCATE PER OWNER & SITE PLAN NOTE 3 S 89'49'30" E 277.00' BOLLARDS PER 2/C3, OCATE PER OWNER TER 7.29' WE6.63' EX. CURB 1.63' S 89'49'30" E 4.96' 3 .00' EXISTING --S -__ BUILDING W- EX. CURB EX. FENCE EX. S TTED 6' CHAINLINK FENCE (3) STRANDS OF SECURI WIRE ABOVE, TYP. TO REMAIN SEC\IJRE VEHICLE AREA (TO REM IN) EXISTING PAVE AREA I EXISTING PAVED AREA 5.63' GA 30' GATE � I I EXISTING GRAVEL AREA BASIN BOUNDARY FOR STORM DRAINAGE EXISTING GRAVEL AREA 1.33' 6.71 I oq 00 I I GENERAL PLAN NOTES 1. THIS DEVELOPMENT PROJECT SHALL CONFORM TO THE CITY OF AUBURN'S REQUIREMENTS AND BE IN ACCORDANCE WITH THE APPROVED PLANS. ANY CHANGES FROM THE APPROVED PLAN WILL REQUIRE APPROVAL FROM THE OWNER, ENGINEER AND THE CITY. 2. ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO THE "WASHINGTON STATE DEPARTMENT OF TRANSPORTATION (WSDOT) STANDARD SPECIFICATIONS FOR ROAD, BRIDGE, AND MUNICIPAL CONSTRUCTION" (2000/LATEST EDITION), EXCEPT WHERE SUPPLEMENTED OR MODIFIED BY THE CITY'S PROJECT SPECIFICATIONS MANUAL. COPIES OF THE ABOVE DOCUMENTS SHALL BE AVAILABLE AT THE JOB SITE DURING CONSTRUCTION. 3. A PRE -CONSTRUCTION MEETING SHALL BE REQUIRED PRIOR TO THE START OF ALL CONSTRUCTION. CONTACT THE PUBLIC WORKS DEPARTMENT AT 253-931-3010 TO SCHEDULE A MEETING. 4. LOCATIONS SHOWN FOR EXISTING UTILITIES ARE APPROX. THE CONTRACTOR IS CAUTIONED THAT OVERHEAD UTILITY LINES MAY NOT BE SHOWN ON THE DRAWINGS, IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE THE TRUE ELEVATIONS AND LOCATIONS OF ALL UNDERGROUND UTILITIES AND THE EXTENT OF ANY HAZARD CREATED BY OVERHEAD UTILITY LINES. IDENTIFICATION, LOCATION MARKING AND RESPONSIBILITY FOR, UNDERGROUND FACILITIES OR UTILITIES, IS GOVERNED BY THE PROVISION 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 SITE i II, 1 �\ 30TH ST NE EMERALD Z BRANNAN PARK DOWNS V) 0 w w z z z ' `" 24TH ST NE �,� ` u ,_3RD ST NE 22NO ST NE 167 AUBURN 21 T ST NE J ►�I MUNICIPAL M AIRPORT n Z W Z 'n C) Q 16TH ST w 15TH NE ^ 1 15 Sr 3 r1 z C)°o "E AUBURN yq� , w Z=�� C, Lo z CD>C N �OJ ®lei STORM SEWER, GAS, POWER, TELEPHONE AND TELEVISION). 5. PRIOR TO THE START OF CONSTRUCTION A PROPOSED ROUTE AND w 3-- � SCHEDULE FOR HAULING MATERIAL TO THE SITE SHALL BE SUBMITTED VICINITY MAP TO THE CITY FOR APPROVAL. IF THE CITY BELIEVES THAT THE PROPOSED N.T.S. HAUL ROUTE WILL ADVERSELY IMPACT THE STREET NETWORK, HAULING SITE DATA MAY BE LIMITED TO APPROXIMATE OFF-PEAK HOURS OR ALTERNATE Jd o0o � 00 ROUTES. SITE AREA....................................................................86,074 SF (t), 1.98 AC 6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PUBLIC SAFETY ON AND ZONING.........................................................................C3..........5N -j T ' m rl) AROUND THIS PROJECT. PRIOR TO THE START OF WORK, ALL METHODS CONSTRUCTION.................................................... S AND EQUIPMENT USED FOR TRAFFIC CONTROL AND STREET MAINTENANCE OCCUPANCY...................................................................S3 SHALL BE SUBMITTED TO THE CITY FOR APPROVAL. CONTRACTORS AND SPRINKLERS...................................................................NO THEIR SURETY SHALL BE LIABLE FOR INJURIES AND DAMAGES TO PERSONS LANDSCAPING REQUIRED (FOR C3): AND PROPERTY SUFFERED BECAUSE OF CONTRACTORS OPERATIONS OR FRONT.......................................................................5' -- NEGLIGENCE CONNECTED WITH THEM. SIDE (STREET)..........................................................5' 7. ALL CONSTRUCTION SURVEYING FOR EXTENSIONS OF PUBLIC FACILITIES SIDE/REAR ADJ TO C3...............................................NONE SHALL BE DONE UNDER THE DIRECTION OF A WASHINGTON LICENSED LAND SIDE/REAR ADJ TO M1 ...............................................NONE SURVEYOR OR A WASHINGTON LICENSED PROFESSIONAL CIVIL ENGINEER. SIDE/REAR STORAGE YARD........................................5' _ 8. CERTIFIED DRAWINGS ARE REQUIRED PRIOR TO PROJECT ACCEPTANCE. SETBACKS REQUIRED (FOR C3): REFER TO THE CITY'S "RECORD CONSTRUCTION DOCUMENT" HANDOUT. FRONT ...... ............................................................ ... 20' SIDE STREET)........................................................ - .15' SIDE INTERIOR) .........................................................NONE SITE PARKING LANDSCAPE REAR........................................................................NONE SETBACKS PROVIDED: 2" A.C. PAVING Y2 5V2" FRONT(W).............. ................................................ ..54 (+) R.O.W. M LIGHT SECTION SIDE(N)...................................................................15' (+) Z SIDE(S)...................................................................48 (f) �l =1II=1I =1 1= REAR (E).................................................................320 D� p ALLOWABLE BUILDING AREA: 7 1,7 CONC. CURBBASIC........................... .8,000 SF u SPRINKLER INCREASE .......... ............................ .N A W ° ° ° o ° ° ° o o ° SETBACK INCREASE ................. ..............................NOT REQ'D �I o ° ° °° ° ° ° 9. ° a° I= ALLOWABLE AREA. . .................................................... 8,000 SFilk C� Z �° _ _° ° _ _ PROPOSED BUILDING AREA ... .......................................... 2,276 SF (iii iii I I I I I I I iii I iii I I- PERCENT SITE COVERAGE .............................................. 5% (-) PARKING REQUIRED: Z 4"-%" MINUS CRUSHED COMPACTED SUB -BASE MOTOR VEHICLE SERVICE ............................. .............. 2,276 SF/400 = m 5.7 SPACES ROCK LIGHT SECTION PARKING PROVIDED ......................................... .......11 SPACES, (1) H/C o OWNER INFORMATION o VALLEY PONTIAC-BUICK-GMC C/O MR. RON CLAUDON JR. 3104 AUBURN WAY N. CURB & PAVING SECTION AUBURN, WA 98002 PH # (253) 833-2420 N.T.S. VERIFY PAVING SECTION AND SUBGRADE PREPARATION REQUIRED BY SOILS REPORT. SOILS REPORT SHALL GOVERN OVER PAVING SECTION NOTED FAX # (253) 939-4571 �j GATED EX. I PROJECT SURVEYOR I WHEEL OP _ CONC. t LEGEND HOLMVIG, DEWITT &ASSOCIATES Tf"USTOME - I1036 COLE STREET DESCRIPTION NEW EXISTING ENUMCLAW, WA. 98022 H/C EXISTING 10' INGRESS, PH: (360) 825-6963 8 C EGRESS & UTILITY STORM - -- -SD-PAVEFX: (360) 825-0633 AREAO EASEMENT SANITARY SEWERSS -USTOMER* * 26'C* REC #7812291388 4 21' _ PARKING 8 W PARKING - - W _ - - - _ -W- 1-7- - - WATER W LEGAL DESCRIPTION (PER SURVEY) -- -- -- -- --- - 8 - EX. M BOX & SIGHT i -�, STORM MANHOLEEl POLE TO E RELOCATED �, 407.01' �� THAT PORTION OF THE HARVEY H. JONES DONATION CLAIM NO, 39 IN SECTION 6, - - __ - __ _ - z TOWNSHIP 21 NORTH, RANGE 5 EAST W.M., DESCRIBED AS FOLLOWS: -- - - - - - - --€� -- ,� - - - =- Fes- \p- - - - - = - - p--- I SEWER MANHOLE O N 89'49 30 W BEGINNING AT THE INTERSECTION OF THE EAST LINE OF STATE ROAD NO. 5 66LF 6" PVC EX. CANOPY I FIRE HYDRANT (AUBURN WAY NORTH), AS IT EXISTED PRIOR TO JUNE 12, 1911, WITH A POINT SDR-35 ® 1.0% _ _ _ _ _ _ _ _ _ _ _ _ - - - - ==1-SS - -r 528 FEET NORTH OF THE SOUTH LINE OF SAID DONATION CLAIM; T -SS ' THENCE NORTH ALONG SAID EAST LINE 132.94 FEET; ---------5;--------- 0 AC PAVING 0 THENCE EAST TO AN INTERSECTION WITH A LINE 1,825 FEET EAST OF THE WEST EX. WM LINE OF SAID DONATION CLAIM; �- CONNECT TO EXISTING EX. SSMH #409-08 CONC. SIDEWALK/SLAB THENCE NORTH ALONG SAID LINE 1,825 FEET EAST OF THE WEST LINE TO A POINT SEWER PER C.O.A. STDS. RIM = 55.61 906.84 FEET NORTH OF THE SOUTH LINE OF SAID DONATION CLAIM; IE = 47.67t IE (12") - 48.32(COA) LANDSCAPING THENCE EAST ALONG SAID LINE 906.84 FEET NORTH OF THE SOUTH LINE TO AN INTERSECTION WITH A LINE 1,955 FEET EAST OF THE WEST LINE OF SAID DONATION * PAINT THE WORD "CUSTOMER" IN UPPER CASE BLOCK GRAVEL CLAIM; LETTER USING WHITE PAINT ON THE PAVEMENT WITHIN THENCE SOUTH ALONG SAID LINE 1,955 FEET EAST OF THE WEST LINE TO AN INTERSECTION WITH A LINE 528 FEET NORTH OF THE SOUTH LINE OF SAID DONATION THE INDIVIDUAL PARKING SPACE. PARKING O CLAIM; EXTRUDED CURB -- THENCE WEST ALONG SAID LINE 528 FEET NORTH OF THE SOUTH LINE TO THE POINT OF BEGINNING; EXISTING EXISTING EXCEPT THOSE PORTIONS THEREOF CONVEYED TO KING COUNTY AND THE CITY OF LIGHT POLE AUBURN FOR ROAD PURPOSES BY DEEDS RECORDED UNDER KING COUNTY RECORDING BUILDING SITE, WATER & SEWER PLAN, 1"=30 NOS. 755623 AND 6580820; SITUATE IN THE CITY OF AUBURN, COUNTY OF KING, STATE OF WASHINGTON. SHEET INDEX VERTICAL DATUM (NAVD 1988) SHEET SHEET TITLE CITY OF AUBURN BM# 15-F, ELEV = 55.37 Cl SITE, WATER & SEWER PLAN TOP OF BASE AT NORTH SIDE OF LIGHT POLE AT SOUTH SIDE OF 30TH STREET NW, 3RD POLE WEST OF AUBURN WAY NORTH. POLE #356 C2 STORM DRAINAGE & GRADING PLAN C3 DETAILS & SECTION PARCEL N U M B E R 000400-0057 rvoo W LLJ Cn � Z Q W w w w DATE JAN 2003 DRAWN BY G.MO DESIGN BY A,F,P. RECORD DRAWING CERTIFICATION THESE DRAWINGS CONFORM TO THE CONTRACTOR'S CONSTRUCTION RECORDS. BY: `o< DATE: TITLE/POSITION �d��.�"� CONFIRMED BY CITY DATE: PROJECT REF: BLD 03-001 THESE PLANS ARE "APPROVED" FOR CONFORMANCE WITH THE CITY OF AUBURN ENGINEERING DIVISION'S REQUIREMENTS LP 3-18-03 APPROVED BY-c.C,C�r C14-vVYI, DATE APPROVED: 3 - 1_8 -0 3 JOB NO. 02-009 SHEET NO. 1 C REV. DATE BY _ DESCRIPTION 1 02/10/03 G.MO PLAN CHECK/REVISE DETENTION SYSTEM 2 03/07/03 G.MO PLAN CHECK REVISION 3 03/18/03 G.MO PLAN CHECK REVISION P1=xl-oy7 s a�n�o II I + II I I I I I � EX. CURB @ BACK OF WALK TO BE REMOVED I 38 (t) �I �2LF 12" CMP MATCH EX. GRADES @ 0.5% TYPICAL 7 @ IE TYPICAL EX. PLANTER & -� I I I4.5' 20' (+) TREE (2) PLACES TO REMAIN 5 I 5' TEL LINE CLR. EASEMENT I� I REC#7807240995 I �I bK• 32.75 DR Op po PVC 0104 CMP ARCH DR PIPE PER 3/0 :� //j�!/ij I / j �� j Ls 0.13% • 0Val LL 0 II r aw MEN.Ac D RIM j IE (48. �,.EX. WAT. SPIGOT ,� '� i% �r� %i `j �. REPLACE CONC. S/W EX. SIGNIli, .,,•/:v%' /�10' WON EASEMENT 35' REC#6423883lid � = �-•���r1 ,/ [' 7' PLANTING AREA D/W �-A A -\,EC#7105060438 O ALT RAM EX. CURB TO BE REMOVED Poll, . •II.i1. " 1 .a • ,' •i ,., SIGN , �1��1� 11 RELOCATE PER • •° I .- I • OWNER� O EX. SIGN REMOVE EXIST. ASPHALT AS I DRAIN,la EX. SSMH ,0. MATCH EXIST. ASPHALT & SEAL @ JOINT OA '0 UTILITY CONFLICT NOTE: CAUTION: THE CONTRA ,TOR 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 ANb SURVEYING THE HORIZONTAL AND VERTICAL LOCATION PRIOR TO CONSTRUCTION. THI`i 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 WH":THER 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. FRAME & GRATE 5" HANDLE FOR 6 REMOVABLE DOME AND TEE TRASH GUARD WITH DOWN PIPE 8" INLET LOCATED IN SECTION 6, T21 N, R5E, W.M. AUBURN, WASHINGTON PROPOSED BUILDING 2,276 S.F. PREMANUFACTURED (4) BAY QUICK LURE BUILDING F.F. = 54.50 -LX. CIGhT TO BE REMOVED 100' OR RELOCATE PER OWNER 100' REMOVE EXIST. ASPHALT AS REQ'D & RE -PAVE TO DRAIN, MATCH EXIST ASPHALT & 8 SEA: @ JOINT S 89'49'30" E 277.Ofl' F' 7' INTERIOR FLOOR @ 54.50 W/ 6" INTERIOR RAMPS @ EAST & WEST BAY ENTRIES, PERIMETER GRADE @ 54,0 AROUND ENTIRE BUILDING 4.5' �--14' (t) EX. SLAT D 6' CHAINLINK �' 35"X24" CMP ARCH FENCE W/ STRANDS PIPE PER 3/C3 OF SECURITY E ABOVE, o S\ 0.2% TYP. TO REMAIN h +�� a SECURE VEHICLE + AREA REMOWEX g• EX. AC. �a. (TO REMA�) S7� TORM LINE TO REM REMAIN N•� EXISTING PAVED I EXISTING PAVED AREA I 5.63' h�. EX. 30' GATE � I ■ MI_4- r) 00 P nip Ln EXISTING GRAVEL AREA 1�1 1._�l . . +-, I" . ql BASIN J BOUNDARY FOR STORM a DRAINAGE AREA �; �� ---- �' EX. CB H23 �� +�° C�p 35LF 8\ D.I. + RIM = 53. ++ ® 0.5% ` IE (8") = 52. 7 EX. 20' CONC. WHEEL ADJUST TO 51. GAT T EX 19 �STOP, TYP. CONC. 4 h° g C 0 H/C EXISTING PAVED 10' INGRESS, 5 � AREA EGRESS & UTILITY rx� 60LF 8" D.I. @ 0.5% EASEMENT \ +�° REC #7812291388 �-4.21' -- -- ------ ---W------------- ---- + +�--- W------- - --- ----- - -- -=W------------- =-- I - - - EX. MAILS &LIGHT - - -- - ®��� - - POLE TO BE RELOCATED o TO ELA TE1V R - - 407.01 - -tx + - - - - - - - - - - - - - - SS ------ ---� - ---� - �+---=-�,S$ - ; �92----r---------- S--� h ------ \C� N t ��D + h EXISTING BUILDING " I LADDER 1 STORM DRAINAGE & GRADING PLAN, ,K r=zo TOP OF GRADE GRADE ADJUSTERS 4"0 PVC PIPE MIN. 15" HIGH W/4" CAP A rn IE 50.61 OUTLET 8" = i 5E = 0.44 2" 00 ■ 411 0 OUTLET P 4"0 INLET RISER PIPE DOWN PIPE (REMOVABLE) o 48"0 5„ 10" SECTION THRU CHAMBER SEE NOTE 2 4"0 PVC PIPE CLEANOUT/VENT PIPE - STORMCEPTOR 4"0 OUTLET INSERT RISER PIPE INLET OUTLET... IF NEEDED INSERT DOME AND TEE HERE (TEE OPENINGS TO FACE SIDE WALLS) SECTION THRU PLAN VIEW NOTE: 1. THE USE OF FLEXIBLE CONNECTIONS IS RECOMMENDED AT THE OUTLET WHERE APPLICABLE. 2. THE COVER SHOULD BE POSITIONED OVER THE 4"0 CLEANOUT/VENT PIPE AND THE 4"0 INLET DOWN PIPE. 3. THE STORMCEPTOR SYSTEM IS PROTECTED BY ONE OR MORE OFF THE FOLLOWING U.S. PATENTS: #4985148, #5498331, #5725760, #5753115, #5849181. 4. CONTRACTOR TO PROVIDE CRANE TO SET UNIT (HEAVIEST SECTION WEIGHS 5000 LB) CB #1 TYPE II-48" (STORMCEPTOR MODEL 450 DETAIL N.T.S. n A „,A A /V C*C`L- CATCH BASIN TABLE O1 NEW CB #1, TYPE II-48" © NEW CB #6, TYPE 11-48" STORM CEPTOR 450 RIM = 53.80 PER DTL. 1 /C2 IE = 50.80 RIM = 55.00 IE = 50.44 O7 NEW CB #7, TYPE IL O NEW CB #2, TYPE II-48" W/ SOLID LID RIM = 54.20 CONTROL STRUCTURE IE = 50.82 PER DTL. 2/C2 RIM = 55.00 ® NEW CB #8, TYPE IL IE = 50.63 W/ SOLID LID Q NEW CB #3, TYPEIL 5.80 IE =51 0 2 RIM = 53.80 IE (12") = 50.73 0 NEW CB #9, TYPE IL IE (8") = 51.06 W/ SOLID LID ® NEW CB #2, TYPE I RIM = 54.75 IE = 51.00 RIM = 54.20 IE = 51.30 10 NEW CB #11, �TYPE O5 NEW CB #1, TYPE I W/ SOLID LID RIM = 54.20 RIM = 54.60 IE=51.60 IE=51.22 LEGEND DESCRIPTION NEW EXISTING STORM DRAIN SD - SANITARY SEWER - WATER STORM MANHOLE ■ SEWER MANHOLE FIRE HYDRANT AC PAVING EMMA CONC. SIDEWALK/SLAB LANDSCAPING GRAVEL PARKING O EXTRUDED CURB LIGHT POLE FRAME AND LADDER OR STEPS OFFSET SEE PLAN VIEW TOP OF RISER PIPE FROM (OPEN) ) 6" MIN. 3"X0.90 CAGE STAINLESS STEEL r SUPPORT BRACKET W/ TURNBUCKLE ANCHORED TO CONCRETE WALL (MAX 2' SPACING). MIN ONE SUPPORT. 0 ELEV. 52.13 (3) 1 Y4" 0 A.C. OR PVC MANHOLE ADAPTOR WATER TIGHT uu i Lt i i u "Q" OUT PER � CONNECTION STORMCEPTOR TABLE BELOW �, IE 50.63 PLAN VIEW 8 OUTLET N „ 8X8X8 PVC 1 21 TEE, RUBBER GASKET JOINTS NOTES: (REMOVABLE) 6 MIN. N � 1. PIPE SIZES & SLOPES: SEE PLANS. 2. OUTLET CAPACITY NOT LESS THAN COMBINED INLETS g" RUBBER 3. METAL PARTS: A) CORROSION RESISTANT OR GALVANIZED OR ALUMINIZED GASKET PLUG N M■ MEMO • F� bt 0 J c= C) 0 C) ^V�11 Vr� CD Z cV o 00 •� Z~ON ON J � 5 V) coo � ... LZ I X J W z� W � u j eq CAW=O to $ V) M �3 0000 00 Jam}-®hj U��C� CJ F- m z O J �= W cy Q � � a 3 m m P= C) o_ ROUND SOLID COVER MARKED "DRAIN" WITH LOCKING BOLTS, RIM 55.00 4d �- OFFSET TOP SLAB C[ DEVELOPED 100YR WS EL � 53.22 Z _ TEE 53.50 O �- 8" INLET IE 50.63 P= w LLJ STANDARD GALVANIZED STEEL LADDER/STEPS @ 12" O/C P�,PN W TYPE II W/ 2 0 ORIFICE ?7t0 B) IF GALVANIZED STEEL PIPE HAVE ASPHALT TREATMENT I EL. 48.63 c CT 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 In LESS 1/4" SZ�NA L EXPIRES 3 g 2005 DATE 6. CONFORM TO CITY OF AUBURN STDS. JAN 2003 2 CB J2 TYPE II-48"0 CONTROL STRUCTURE DRAWN BY C2 SCALE: 1" = 2' G MO REV. DATE BY DESCRIPTION 1 02/10/03 G.MO PLAN CHECKREVISE DETENTION SYSTEM 2 03/07/03 G.MO PLAN CHECK REVISION RECORD DRAWING CERTIFICATION THESE DRAWINGS CONFORM TO THE CONTRACTOR'S CONSTRUCTION RECORDS. BY: DATE: TITLE/POSITION CONFIRMED BY CITY DATE: DESIGN BY R.F.P. PROJECT REF: BLD 03-001 JOB N0, THESE PLANS ARE "APPROVED" FOR CONFORMANCE 02-009 WITH THE CITY OF AUBURN ENGINEERING DIVISION'S SHEET NO. REQUIREMENTS cP 3-18.03 APPROVED BY: C2 DATE APPROVED: 3 -18 -0 3 17 EX. CURB @ - BACK OF WALK TO BE REMOVED EX. PLANTER & TREE (2) PLACE`. TO REMAIN 5' TEL LINE -� EASEMENT REC#780724099' �I I II I II h° II I I II I I II I II I ! I �2LF 12" CMP II I 0 0.5% TYPICAL II I r 5' CLR. I i LOCATED IN SECTION 6, T21 N, R5E, W.M. AUBURN, WASHINGTON PROPOSED BUILDING 2,276 S.F. PREMANUFACTURED (4) BAY QUICK LUBE BUILDING F.F. = 54.50 * / -EX. LIGHT TO BE REMOVED 100' OR RELOCATE PER OWNER 100' REMOVE EXIST. ASPHALT AS TCH EX. GRADES REQ'D & RE -PAVE TO DRAIN, R TYPICAL 20' (+) MATCH EXIST. ASPHALT & 8 7' f SE* 0 JOINT S 89'49'30" E 277 Oe \ (- () o� EXISTING cd co * INTERIOR FLOOR ® 54.50 PAVED g I F_ W/ 6" INTERIOR RAMPS I AREA ® EAST & WEST BAY ENTRIES, PERIMETER GRADE 0 54.0 AROUND ENTIRE BUILDING EXISTING GRAVEL AREA \ 5.63 EX, SLAT D 6' CHAINLINK �I 32.'i5`'- " " FENCE W/ STRANDS 54 ti 35 X24 CMP ARCH 36LF 12" PVC I I o f `PIPE PER 3/C3 OFSECURITYE ABOVE, GATE 0. SDR-21 0 0.3% ��� II I a I BGY[.�/iQ17 I . £►' IF�IgV S 0.2% I r II - � 5LF 12" PVC I ,-4- - 35"X24" CMP ARC 6 5 Nq,IrS +� \o� D5 I ! { PIPE PER 3/C3,. I +�° \ c� �,` BASIN SDR-35 0 0.3% I � OrQA/N SEC E VEHICLE o� I II ♦5 G I S = 0.13%+lp,D t� + A A BOUNDARY SLF 12" PVC '� I SDR-35 0 0.3% 1 - - - - - „ EX AC. \ �(TO REMAIN) (I os QSa REMDW EX. 8 TO REMAIN ` � � FOR STORM STORM LINE \v �,� +h� DRAINAGE s 10 • 1100 1 ° 3 [,! - _ �..£ • a ,►Qr N� EXISTING PAVED �� C3 II ; p _ ° [ AREA �,. o EX. CB H24 I -- - - ' ° ` �' °I N ii' AN +�° \ •�. E PL 1f7? 35LF D.I. RIM - 53. RIM = 53.9' IE (48"; = 48.92(COA) II 1 • a X. WAT. SPIGOT- - i 0 0.5x IE (8") = 52. 7 EX. 20' " _ - - - - - ADJUST TO '1 GATE NEW IE 12 E = 50.42 I 54.50 CONIC. WHEEL 1 ' CONIC. F- ( _� I I +� STOP, TYP. �' 9 ��� �° - - - - - - \ �o ��o 2�� SAWCUT, REMOVE & I REPLACE CONIC. S/W PER C.O.A. STDS. I \ 10H/C EX. SIGN Q ' �' POWER - I ` 8 C EXISTING 5 PEE _ EASEMENT 35' II I / \ �� PAVED AREA EGRESS REC#642388& UTILITY 3 Z 5 pC EASEMENT Ile +��• 60LF 8„ D.I. ®0:5% +hag REC #7812291388 4.21' Ini m `-------- -2" W - - ----- - --------W--o--\--------- - - - +� --�w- - - - - - - - - --- - - - - - - - - - - W - - - - - - - - - - - - - -1- 7' PLANTING AR_�f'. �� { - \ D w °I -- - - S_ - - - A HALT EX. CURB EX. MAILB &LIGHT EASEMENT - \� it I RB TO POLE TO BE LOCATED REC#710506C'3p �� I RAM�� BE REMOVED TO PLANTER - - \ 407.01 - - ,� - - - - - - - - - - - - - - -- -` - _ ° - - - h- - - - - _ -- --- II°otio EX. SIGN TO +�� EX. SSMH a0a_�7 RELOCATE PER EX. CANOPY �, ti° w� �� OWNER^, �h� ,� �h +��� RIM = 4,4 I a� `?�• `� p i - - - - - IE (18") = 47.34'CC'�' ----- -- - - - - -- ----------- - - --SS - - - - - --� - ---�- h----1-------�� o- -+- \ EX. SIGN TO REMAIN REMOVE EXIST. ASPHALT AS ° ` �� + \ I REQ D & RE -PAVE TO DRAIN, II MATCH EXIST. ASPHALT & o EX. SSMH #409-09 j II SEAL 0 JOINT 10- llp RIM = 54.47 IE (18") = 47.CI,CO�) EX. 40' II II I EXISTING BUILDING 24"0 ACCESS LADDER RUNG---, a LID STORM DRAINAGE & GRADING PLAN. 1 „_ 20' AS -BU/LI HANDLE FOR 6" REMOVABLE DOME AND TEE TRASH GUARD WITH DOWN PIPE 8" INLET IE = 50.61 2" 4"0 INLET - DOWN PIPE (REMOVABLE) 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. 14' (t) TOP OF GRADE GRADE ADJUSTERS .. o 4"0 PVC PIPE MIN. 15" HIGH W/4" CAP I I' rn L J" L N 41 OUTLET - RISER PIPE OUTLET 8" IE = 50 44 00 P io 48"0 5„ 10" SECTION THRU CHAMBER co SEE NOTE 2 4"0 PVC PIPE CLEANOUT/VENT PIPE - STORMCEPTOR 4"0 OUTLET INSERT RISER PIPE INLET _ I OUTLET ** IF - - NEEDED INSERT DOME AND TEE HERE (TEE OPENINGS TO FACE SIDE WALLS) SECTION THRU PLAN VIEW NOTE: 1. THE USE OF FLEXIBLE CONNECTIONS IS RECOMMENDED AT THE OUTLET WHERE APPLICABLE. 2. THE COVER SHOULD BE POSITIONED OVER THE 4"0 CLEANOUT/VENT PIPE AND THE 4"0 INLET DOWN PIPE. 3, THE STORMCEPTOR SYSTEM IS PROTECTED BY ONE OR MORE OFF THE FOLLOWING U.S. PATENTS: #4985148, #5498331, #5725760, #5753115, #5849181. 4. CONTRACTOR TO PROVIDE CRANE TO SET UNIT (HEAVIEST SECTION WEIGHS 5000 LB) CB #1 TYPE II-48" (STORMCEPTOR MODEL 450 DETAIL. N.T.S. CATCH BASIN TABLE O1 NEW CB #1, TYPE II-48" © NEW STORM CEPTOR 450 RIM PER DTL. 1/C2 IE = 50.80 --'- RIM =,4W54f50 IE = 50.44 70 NEW CB #7, TYPE IL W/ SOLID LID ® NEW CB #2, TYPE II-48" RIM =j4W. .r CONTROL STRUCTURE IE = 50.82 PER DTL. 2/C2 RIM =15Y.50 ® NEW CB #8, TYPE IL IE = 50.63 W/ SOLID LID NEW C8 #3, TYPE it RI5 .02 0. RIM = 53.80 IE (12") = 50.73 ® NEW CB #9, TYPE IL IE (8") = 51.06 W/ SOLID LID �4 NEW CB #2, TYPE I RIM 5 544..75 IE =1.00 RIM = 54.20 IE = 51.30 10 NEW CB #11, TYPE IL Q5 NEW CB #1, TYPE I W/ SOLID LID RIM = 54.20 RIM = 54.60 IE = 51.60 IE = 51.22 LEGEND rlr" /-[ DESCRIPTION NEW EXISTING STORM DRAIN SD - - -SD - - - SANITARY SEWER SS - - - SS - - - WATER w - - w - - - STORM MANHOLE ■ SEWER MANHOLE O FIRE HYDRANT AC PAVING 77 CONC. SIDEWALK/SLAB LANDSCAPING GRAVEL PARKING O EXTRUDED CURB LIGHT POLE FRAME AND LADDER - OR STEPS OFFSET SEE PLAN VIEW FROM TOP OF RISER PIPE (OPEN) 6" MIN. 3"X0.90 CAGE STAINLESS STEEL o SUPPORT BRACKET W/ TURNBUCKLE ANCHORED TO CONCRETE WALL (MAX 2' SPACING). MIN ONE SUPPORT. ELEV. 52.13 (3) 1 Y4"0 G� A.C. OR PVC MANHOLE ADAPTOR WATER "Q" OUT PER �r CONNECTION STORMCEPTOR TABLE BELOW �, IE 50.63 ' OUTLET v PLAN VIEW /?" 8X8X8 PVC 1"=2' TEE, RUBBER GASKET JOINTS 6" MIN. NOTES: (REMOVABLE) N 1. PIPE SIZES & SLOPES: SEE PLANS. 2. OUTLET CAPACITY NOT LESS THAN COMBINED INLETS g" RUBBER ' 3. METAL PARTS: GASKET PLUG ' A) CORROSION RESISTANT OR GALVANIZED OR ALUMINIZED W/ 2"0 ORIFICE TYPE II EL. 48.63 B) IF GALVANIZED STEEL PIPE, HAVE ASPHALT TREATMENT 1 4. FRAME & LADDER OR STEPS OFFSET SO: A) CLIMBDOWN SPACE IS CLEAR OF RISER. 8) 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 I DATE ROUND SOLID COVER MARKED "DRAIN" WITH LOCKING DOLTS, RIM O'er 5H. 5 OFFSET TOP SLAB 100YR WS EL - -�53.22 TEE 53.50 I', RELEASE RATES DESIGN STORM Q (CFS) ACTUAL Yt2YR 0.13 0.13 10 YR 0.43 0.40 100 YR 0.71 0.70 F- -/f' INLET IE 50.63 P �- STANDARD GALVANIZED STEEL LADDER/STEPS 0 12 O/C LAJ M C) .J Q_ LLJ . j z m m cc 0 M �1 • dm dwh • • • I.D. LESS Y� JAN 2003 6. CONFORM TO CITY OF AUBURN STDS. CB 12 TYPE II-48"0 CONTROL STRUCTURE DRAWN BY 2 C2 SCALE: 1" = 2' G.10O DESIGN BY A.E.P. RECORD DRAWING CERTIFICATION PROJECT REF: BLD 03-001 JOB NO. THESE DRAWINGS CONFORM TO THE CONTRACTOR'S THESE PLANS ARE "APPROVED" FOR CONFORMANCE 02- 009 REV. DATE BY DESCRIPTION CONSTRUCTION RECORDS. WITH THE CITY OF AUBURN ENGINEERING DIVISION'S SHEET NO. REQUIREMENTS 1 02/10/03 G.MO PLAN CHECKREVISE DETENTION SYSTEM BY: (�_11. DATE: 2 03/07/03 G.MO PLAN CHECK REVISION TITLE POSITION APPROVED BY;. C 2 j Qs/1,�/av 6,#o 4S-bVffriNr0W,,4170V CONFIRMED BY CITY DATE: DATE APPROVED: 179 56.00 53.00 50.00 ...... • NEW CB #2, TYPE II-48" CONTROL STRUCTURE 47.00 ......... R1M 5540.......................... IE = 50.63 3'-0" TO FACE OF BUILDING, VERIFY W/ OWNER 2 BOLLARD DETAIL C3 N.T.S. UTILITY CONFLICT NOTE: CAUTION: PROPOSED BUILDING 2,276 S.F. PREMANUFACTURED (4) BAY QUICK LUBE BUILDING EX. SLATTED 6' CHAINLINK F.F. = 54.50 FENCE W/ (3) STRANDS OF SECURITY WIRE ABOVE, MATCH EXIST TYP. .........................................................C'.6.00 - -- -- --- -- -- - EXIST. ..................................GRADE 53.00 ............................... NEW CB #3, TYPE IL RIM = 53.80 ................... IE .(.12"). 5G..73......... ........................ IE (8") = 51.06 SITE SECTION C3 SCALE 1"=30' HORZ. 1"=3' VERT. 6" 0 CONC FILLED STD PIPE, PAINT PER OWNER DOME CONC ® TOP, SPACE TO MATCH DOOR OPENINGS, VERIFY LOCATIONS W/ OWNER 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. ....................... 50.00 .......................................... 47.00 3.0' 2, TYPE IL CB PER TABLE SHEET C2 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 WASH PAD AS/IF DESIGNED AND SHOWN ON THE T.E.S.C. 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 "A" RECOMENDED, CLASS "B" W/ OWNERS AUTHORIZATION) WITHOUT WASTE AS DEFINED IN WAC 173-304-100. SEE PROJECTS SOILS REPORT FOR FURTHER SPECIFICATION/INFORMATION. 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 UNDERLYING 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 PAVED. STRIPPING SHOULD EXPOSE MEDIUM DENSE, STIFF, OR MORE COMPETENT, NON -ORGANIC EXISTING SOILS. SEE PROJECT SOILS REPORT FOR FURTHER SPECIFICATIONS. DIMENSION PER PLAN 41 n" Lilo nn\!rn GRADING AND EROSION CONTROL NOTES 1. WITHIN THE CITY OF AUBURN, ALL REQUIRED SEDIMENTATION AND EROSION CONTROL FACILITIES INDICATED ON THE PLANS MUST BE CONSTRUCTED AND IN OPERATION, PRIOR TO LAND CLEARING AND/OR OTHER CONSTRUCTION ACTIVITIES. THESE FACILITIES SHALL BE MAINTAINED, AND UPGRADED IF NECESSARY, TO INSURE THAT SEDIMENT -LADEN WATER AND STORM DRAINAGE RUNOFF DOES NOT IMPACT THE ADJACENT PROPERTIES, NATURAL DRAINAGE WAYS, OR THE EXISTING CITY STORM DRAINAGE SYSTEM. 2. THE SOURCES FOR ALL MATERIAL IMPORTED TO THE SITE SHALL BE APPROVED BY THE CITY. 3. THE DETENTION (RETENTION IF INFILTRATION SYSTEM IS USED), SEDIMENTATION 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. 4. THE TEMPORARY EROSION CONTROL FACILITIES, INCLUDING ALL PERIMETER CONTROLS AND THE DETENTION (RETENTION IF INFILTRATION SYSTEM IS USED) CONTROL PONDS, SHALL REMAIN IN PLACE UNTIL FINAL SITE CONSTRUCTION IS COMPLETED AND APPROVAL FOR THEIR REMOVAL HAS BEEN RECEIVED FROM THE CITY. 5. THE CONTRACTOR WILL BE REQUIRED TO WATER THE SITE, AS NECESSARY, TO REDUCED DUST 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, 6. ALL AREAS OF ACTIVE EARTHWORK WHICH HAVE THE POTENTIAL FOR EROSION AND SEDIMEN- TATION IMPACTS ON ADJACENT PROPERTIES, NATURAL DRAINAGE WAYS, OR THE EXISTING CITY STORM DRAINAGE SYSTEM MUST BE STABILIZED ACCORDING TO THE FOLLOWING SCHEDULE: FROM APRIL 1 TO SEPTEMBER 30, AREAS AT FINAL GRADE AND THOSE THAT ARE SCHEDULED TO REMAIN UNWORKED FOR MORE THAN THIRTY DAYS SHALL BE STABILIZED WITHIN TEN 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 SEVEN DAYS SHALL BE STABILIZED IMMEDIATELY. Jr LVIFIVPIIIVIY I VI\ Fir L 117J1nLLnilvn W/ 1 FOOT COVER AND H2O TRAFFIC 3.0' LOAD. CONTRACTOR SHALL INSTALL PIPE TO THOSE SPECIFICATION TO INSURE 2' WARRANTY TYPE IL CB PER TABLE SHEET C2 3 DETENTION TANK PROFILE C3 SCALE: 1 "=10' HORZ. 1"=2' VERT. 4 DETENTION CROSS S C3 SCALE: 1"=5' HORZ. 1"=5' VERT. z 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 SUBMIT FILL SOURCE, SPECIFICATION, AND A HAUL ROUTE PLAN TO THE CITY OF AUBURN FOR REVIEW AMD APPROVAL PRIOR TO PROCEEDING WITH ON -SITE WORK. 3. GRADES SHOWN ON SHEET C1. 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: URBAN APPLICATION PROPORTIONS BY WEIGHT % PURITY % GERMINATION KENTUCKY BLUEGRASS 30% 85 80 (ADELPHI. BARON OR FYLKING) CREEPING RED FESCUE 40% 98 90 (PENNLAWN) PERENNIAL RYE 30% 95 90 (DERBY OR PENNANT) DETENTION TANK NOTES STRUCTURAL STABILITY TANKS SHALL MEET STRUCTURAL REQUIREMENTS FOR OVERBURDEN SUPPORT AND TRAFFIC LOADING. H-20 LIVE LOADS MUST BE ACCOMMODATED FOR TANKS LYING UNDER PARKING AREAS AND ACCESS ROADS. METAL TANK END PLATES MUST BE DESIGNED FOR STRUCTURAL STABILITY AT MAXIMUM HYDROSTATIC LOADING CONDITIONS. FLAT END PLATES GENERALLY REQUIRE THICKER GAGE MATERIAL THAN THE PIPE AND/OR REQUIRE REINFORCING RIBS, TANKS SHALL BE PLACED ON STABLE, WELL CONSOLIDATED NATIVE MATERIAL WITH A SUITABLE BEDDING. TANKS SHALL NOT BE ALLOWED IN FILL SLOPES, UNLESS ANALYZED IN A GEOTECHNICAL REPORT FOR STABILITY AND CONSTRUCTABILITY. BUOYANCY IN MODERATLY PERVIOUS SOILS WHERE SEASONAL GROUNDWATER MAY INDUCE FLOTATION, BUOYANCY TENDENCIES MUST BE BALANCED EITHER BY BALLASTING WITH BACKFILL OR CONCRETE BACKFILL, PROVIDING CONCRETE ANCHORS, INCREASING THE TOTAL WEIGHT, OR PROVIDING SUBSURFACE DRAINS TO PERMANENTLY LOWER THE GROUNDWATER TABLE. GROUND WATER HAS BEEN ESTIMATED BELOW THE TANK INSTALLED DEPTH (-36n). CONTRACTOR SHALL REPORT ANY CONCERNS TO THE ENGINEER. ACCESS REQUIREMENTS 1. ACCESS OPENINGS SHALL BE POSITIONED A MAXIMUM OF 50 FEET FROM ANY LOCATION WITHIN THE TANK. 2. ALL TANK ACCESS OPENINGS SHALL HAVE SOLID LIDS IF NOTED. TRENCH WIDTH N (SEE OTE 3) PIPE ZONE BACKFILL o o o (SEE NOTE 1) o . 8" 0 0 W 85% O.D. ZO GRAVEL BACKFILL FOR ° ° (SEE NOTE 4) N PIPE ZONE BEDDING W (SEE NOTE 2) a s�va. 15% O.D. FOUNDATION LEVEL CONCRETE AND DUCTILE IRON PIPE TRENCH WIDTH r__�(_SEE NOTE 3} e e e GRAVEL BACKFILL FOR PIPE ZONE BEDDING - W (SEE NOTE 2) , ° ° ' z O.D. NN W a n n e 6. FOUNDATION LEVEL -�. .'e 'e e _ THERMOPLASTIC PIPE TRENCH WIDTH (SEE NOTE 3) PIPE ZONE BACKFILL (SEE NOTE 1) o ° 8" GRAVEL BACKFILL FOR o o9b] W z 50% 0.0. N PIPE ZONE BEDDING 6 W (SEE NOTE 2) 50% O.D. aaFOUNDATION 8" LEVEL METAL PIPE REV. DATE BY DESCRIPTION 1 02/10/03 G.MO PLAN CHECK/REVISE DETENTION SYSTEM 2 03/07/03 G.MO PLAN CHECK REVISION NOTES 1. See Standard Specifications .Section 7-08.3(3) for Pipe Zone Backfill. 2. Seri Standard Specifications Section 9-03.12(3) for Gravel Backfill for Pipe Zone Bedding 3. See Standard Specifications Section 2-09.4 for Measurement of Trench Width. 4. For sanitary sewer Installation, concrete pipe shell be bedded to spring fine. rTRENCH WIDTH (SEE NOTE 3) o o o p o o PIPE ZONE BACKFILL o o (SEE NOTE 1) o . o O o GRAVEL BACKFILL FOR o o• PIPE ZONE BEDDING (SEE NOTE 2) e e ° e FOUNDATION LEVEL PIPE ARCHES CLEARANCE BETWEEN PIPES FOR MULTIPLE INSTALLATIONS MINIMUM PIPE SIZE DISTANCE BETWEEN BARRELS 12" to 24" 12" CIRCULAR PIPE 30" to 96" DIAM. /2 (DIAMETER) 102" to 180" 48" PIPE ARCH 18" to 38" 12" METAL ONLY 43" to 142" SPAN/3 (SPAN) 148" to 200" 48" 5 PIPE ZONE BE C3 SCALE: 1"=5' HORZ. 1"=5' VERT. RECORD DRAWING CERTIFICATION THESE DRAWINGS CONFORM TO THE CONTRACTOR'S CONSTRUCTION RECORDS. BY: �� DATE;b�a- a 5 TITLE/POSITION CJr,-'mac CONFIRMED BY CITY DATE. 6" W 85% z O RISE W a a % RISE 6" PIPE ZONE BEDDING AND BACKFILL STANDARD PLAN 8-11 BACKFILL DETAIL STANDARD PLAN B-11 PROJECT REF: BLD 03-001 THESE PLANS ARE "APPROVED" FOR CONFORMANCE WITH THE CITY OF AUBURN ENGINEERING DIVISION'S REQUIREMENTS CP 3-18 -03 APPROVED BY: - S dS DATE APPROVED: 3 /g -0 3 Will bl •� z J z M W zM o t) ro 00 � •� L� z~�N Qww CD(�DO z ox J .Ld CD W FLUZ� C�w=o (n to WV'FSzC1.0 -j �- m to F-- W LLI N z ry Q W m Z � o J w U _.! C z z Iz M 0 w�i F• P/t /O�VA L EXPIRES 3/8/2005 3,Cil► �ta3 DATE JAN 2003 DRAWN BY G.MO DESIGN BY A.F.P. JOB NO. 02-009 SHEET NO. C3 v ? 1;;:�, ku-;t 3 1") "1 EX. CURB 4 - BACK OF WALK EX. PLANTER & TREE (2) PLACES TO REMAIN 5' TEL LINE EASEMENT REC#7807240995 I II � I 1i LAWN II I LOCATED IN SECTION 6, T21 N, R5E, W.M. I EXISTING PAVED AUBURN, WASHINGTON I AREA PROPOSED BUILDING 2,276 S.F. PREMANUFACTURED (4) BAY QUICK LUBE BUILDING PPL S.F. EX. LIGHT TO BE REMOVED PLANTER OR RELOCATE PER OWNER 8' 20' (+) S 89*49'30" E 277.00' S.6 EX. SLATTED 6' CHAINLINK 32.75' FENCE W/ (3) STRANDS OF SECURITY WIRE ABOVE, EX. 30' TYP. GATE SECURE VEHICLE AREA - - - - - - - -- EX. AC. (TO REMAIN) in w > < Ocoo P EXISTING PAVED -------= $ L AREA - ---SD- - - - _ EXISTING GRAVEL AREA EX. CB #H24 I _ ---------- EX. CB H23 RIM = 53.91 RIM = 53.34 IE (48') 48.92(COA) �. II I EX. WAT. SPIGOT- - IE (8") = 52.17 EX. 20 EX. = - - - - - II 127 S.F. GATE CONC. ~ PLANTER LAWN LAWN - - - - - rr- -I EX. SIGN O Q 10' II I ® O 0 H/C XISTIN5' PSE POWER -- 35 II I EPAVEDG 10' INGRESS, EASEMENT REC#6423883 Z I ,,�. AREA EGRESS & UTILITY II I 116 S.F. PLANTER 8 8 PLANTER - EASEMENT - - - - - - - 1 REC #7812291388 4.21' _ -- -- - - - � � EX. 25' I - I 1.2_1 S.F_. PLANTER I 7' PLANTING AREA--------- D/W EASEMENT - - - S - - EX. MAILBOX & LIGHT - - it I �z� POLE TO BE RELOCATED REC#7105060438 O II ---- ----- —------- -T�LATF407.01' p�3 ------- ,-_ - -_ ---- I --Q-------------7N_889'3- W- - - ---_- --- - EX. CANOPY rp T ' ..------------ — ---------- OIIFIff ------------------------- — — — -- •Ss ---------1— —SS I ------ .�IGCLL----- SS ----- - SS I 1 Fx. CURE TO �l7 II I RELOCATE PER I I I OWNER I EX. II BE REMOVED D/WI I II II I II I II II DECIDUOUS TREE #1 CHAINLOCK, LOCK & STAPLE TO STAKE (2) 2x2 FIR STAKES DRIVEN TO REFUSAL SET PLUMB & INLINE 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 SCARIFY EX. SOIL 12' (TYP.) TREE STAKING DETAIL N.T.S. LANDSCAPE PLAN 1 "= 20' PLANT PIT TWICE ,nunillll IIIIIIIIi ROOTBALL DIAM. iIIIIIII CONIFEROUS TREE ,�IIIIIIIIIIIIII I 2x2 FIR TREE STAKE PLANT PIT TWICE n�IIIIIIIIIIIIIIIIIIIIIIIII ( 1 CHAINLOCK, LOCK ROOTBALL DIAM. IIIIIIIIII� , & STAPLE TO STAKE 2" LAYER BARK IIIlilll I III IIIIIIIIIIIIIIIiiiii 2" BARK MULCH �miuu�nnll 2" DISHED EDGE 2 DISHED EDGE UNFOLD TOP THIRD FOLD BACK TOP OF BURLAP & REMOVE THIRD OF BURLAP WIRE BASKET 50/50 TOPSOIL/ 50/50 TOPSOIL/ NATIVE SOIL MIX _ ` �� NATIVE SOIL MIX �'` SCARIFY EX. SOIL 12' (TYP.) ..i SHRUB PLANTING DETAIL CONIFEROUS TREE STAKING N.T.S. N.T.S. PLANT LIST Symbol ® t Quantity Scientific Name Common Name Size Spacing 15 Viburnum Tinus Spring Bouquet 5-Gal 3 Liquidamber Staracifluo Sweet Gum 2"-Cal 30' O.C. 3 Pinus Nigro Austrian Pine 6'-7' 30' O.C. Sod as required by plan EXISTING BUILDING 2" A,C. PAVING — V2 5Y2" " LIGHT SECTION � SLOPE DN CONC. CURB J _o C 0 0 o 0 0 p c 0 0 0 0 ° o0 C 1 I iiil � liiil I Iiiil i it � i it I iiil iii I I- 4 -V8 MINUS CRUSHED COMPACTED SUB -BASE ROCK LIGHT SECTION VERIFY PAVING SECTION AND SUBGRADE PREPARATION REQUIRED BY SOILS REPORT. SOILS REPORT SHALL GOVERN OVER PAVING SECTION NOTED CURB & PAVING SECTION N. T. S. � SITE 30TH ST NE z BRANNAN EMERALD PARK DOWNS _ 0 z z z -L m o w 24TH ST NE ---. m-- 23RD_ ST_ NE 22ND ST NE 167 w�j AUBURN 21ST ST NE -- W MUNICIPAL w� Z LAJ AIRPORT v Z 16TH ST �r 15TH NE 15 3 4- _ ST Nf i VICINITY MAP N.T.S. SITE DATA 0 •� J O ro ZLO O M W \ C3 CV Z O 00 � AUBURN .� w� ;� �W '` Cn � Cn O rn wLLizo� Wce z CD W Z cV C..)W = O Ln V) 000 � C0 J •d- S m r7 � � 04 U -CC SITE AREA., ........... .. . .......... .... ..... ... .......... .. .. .. 1.98 AC ZONING...........................................................................C3 LANDSCAPE REQUIRED FRONT............................... ........ .......... 5' OWNER INFORMATION VALLEY PONTIAC-BUICK-GMC C/O MR. RON CLAUDON JR. 3104 AUBURN WAY N. AUBURN, WA 98002 PH. # (253) 833-2420 CEL. # (253) 332-1460 FAX # (253) 939-4571 NOTES INSTALL 4" TOPSOIL IN ALL PLANTING AREAS. PROVIDE 3" BARK MULCH IN ALL PLANTING BEDS. PROVIDE ONE YEAR WRITTEN WARRANTY FOR ALL PLANTS. PROVIDE ALL PERMITS AND INSPECTIONS AS REQUIRED. WHERE WEEDS OR DEBRIS ARE IN PLANTING AREAS REMOVE AND DISPOSE OF OFFSITE. PROVIDE HOSE BIBS AT 50' O.C. FOR IRRIGATION OF ALL PLANT MATERIALS. SCARIFY 12" BELOW PLANTING DEPTH IN PLANTERS CONVERTED FROM PREVIUOSLY PAVED AREAS. DESCRIPTION NEW EXISTING STORM---SD--- SANITARY SEWER SS - - _SS_ - - WATER W - - W - - - STORM MANHOLE SEWER MANHOLE O FIRE HYDRANT RECORD DRAWING CERTIFICATION AC PAVING THESE DRAWINGS CONFORM TO THE CONTRACTOR'S CONC. SIDEWALK/SLAB I . 1 CONSTRUCTION RECORDS. LANDSCAPING 00� BY; —DATE: TITLE/POSITION ��..�,.. c> •>-c GRAVEL CONFIRMED BY CITY DATE: PARKING OX EXTRUDED CURB -- PROJECT REF: BLD 03-0001 THIS PLAN REFLECTS THE CITY OF ALIBURN'S MINIMUM LANDSCAPING REQUIREMENTS UTILITY CONFLICT NOTE: CAUTION: APPROVED BY. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION, DIMENSION, AND DEPTH DATE APPROVED: 3 03 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. REV. DATE BY DESCRIPTION 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 1 02/10/03 G.MO PLAN CHECK/REVISE DETENTION SYSTEM WHETHER OR NOT CONFLICTS EXIST. LOCATIONS OF SAID UTILITIES AS SHOWN ON THESE PLANS 2 03/07/03 G.MO PLAN CHECK REVISION 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. J m 0 w w Cn Q W H m Z O J U W J � z a' (T) v- 0 DATE JAN 2003 DRAWN BY G.MO DESIGN BY B.P.k JOB NO. 02-009 SHEET NO. Ll 1 AWk, t9%, .•%i AW, Va 1601♦�V