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HomeMy WebLinkAbout05D1841LOCATED IN SECTION 6, T21 N, R5E, W.M. AUBURN, WASHINGTON Is PARKING LEGEND "C" COMPACT PARKING STALL "D" DISPLAY STALLS "S" STANDARD PARKING STALLS PROJECT ILLUSTRATION ,'=ao NOTE: SEE ARCHITECTURAL SITE PLAN BY THE KEIMIG ASSOCIATES FOR SITE PLAN LAYOUT/DIMENSIONING. NOTE: THE BUILDING AREA + 5' TO BE LEFT AS COMPACTED GRAVEL DURING THE PHASE 1 CONSTRUCTION. TEMPORARY ASPHALT WALKS ARE TO BE INSTALLED AT THIS TIME IN THE PROXIMITY OF THE BUILDING. PHASE 2 WILL INCLUDE THE CONSTRUCTION OF THE BUILDING AND THE CONCRETE WALKWAYS AND LANDSCAPING IN THE PROXIMITY OF THE BUILDING. SEE PROJECT SITE PLAN & PROJECT PHASING TABLE BY THE KEIMIG ASSOCIATES FOR FURTHER INFORMATION. PROJECT PHASING BUMBER DESCRIPTION DATE 1. BUILDING DESIGN PER GMC REQ. STARTS. 7-25-02 2. SUBMIT FOR BUILDING PERMITS. 9-10-02 3. BEGIN CONSTRUCTION OF SITE. 6-15-02 4. INSTALL TEMPORARY ASPHALT WALK -OFF AREA AT 7-20-02 PARKING LOT OR FENCE AREA TO PROTECT PUBLIC AT CONCLUSION OF SITE WORK CONTRACT. INSTALL LANDSCAPING FOR PARKING LOT. 5. CONSTRUCT BUILDING. 1-15-03 TO 5-15-03 6. INSTALL PERMANENT SIDEWALK AT BUILDING. 4-01-03 7. INSTALL LANDSCAPING AT BUILDING. 4-10-03 SHEET INDEX Ct COVER SHEET C2 T.E.S.C. PLAN C3 STORM DRAINAGE & GRADING PLAN C4 WATER & SEWER PLAN C5 NOTES & SECTIONS C6 DETAILS L1 LANDSCAPE PLAN 11 IRRIGATION PLAN LEGEND DESCRIPTION NEW EXISTING DESCRIPTION NEW EXISTING ROOF DRAIN RD - - -RD - - LANDSCAPING �� STORM SEWER SD - -SD - - SANITARY SEWER SS. - - _SS_ - - EXTRUDED CURB WATER W ----- --- - W - - - VERTICAL CURB UTILITY CONFLICT NOTE. GAS LINE -- - G -- -- &GUTTER R FIRE HYDRANT RIDGE LINE - - - - - CAUTION: WATER VALVE :K g CONC. RETAINING WALL THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION, DIMENSION, AND DEPTH WATER METER ® KEYSTONE WALL OF ALL EXISTING UTILITIES WHETHER SHOWN ON THESE PLANS OR NOT BY POTHOLING THE UTILITIES CATCH BASIN ■ ❑ AND SURVEYING THE HORIZONTAL AND VERTICAL LOCATION PRIOR TO CONSTRUCTION. STORM MANHOLE © @ PAVEMENT FLOW THIS SHALL INCLUDE CALLING UTILITY LOCATE @ 1-800-424-5555 AND THEN POTHOLING ALL OF SEWER MANHOLE CONTOUR 52----I12---- 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 AC PAVING SPOT ELEVATION 51.20 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 CONCRETE CB PROTECTION PROCEEDING WITH CONSTRUCTION, DF * 11-7 CIVIL PLAN NOTES: SITE 4\4 1. FLOOR DRAINS NOT TO BE INSTALLED AT THIS TIME. IF INSTALLED LATER T?!FY SHALL BE DIRECTED TO THE SANITARY SEWER VIA AN APPROVED OIL/WATER SEPARATOR. 2. OUTDOOR LIGHTING FIXTURES SHALL BE SHIELDED AND DIRECTED TO AVOID LIGHT 301`1­1 ST NE SPILLAGE ONTO ADJACENT PROPERTIES AND AVOOD GLARE FOR MOTORISTS TRAVELING EMERALD z BRANNAN ON ADJACENT STREETS. DOWNS v PARK 3. POST BUILDING ADDRESS W/ 18" HIGH LETTERS ON FACE OF BUILDING AS/IF REQUIRED o BY THE CITY OF AUBURN. 3 W W z z z 4. CONTRACTOR SHALL COORDINATE POWER, CABLE, PHONE & GAS SERVICE W/ UTILITY '- ►- ~ PROVIDER. CONTRACTOR SHALL COORDINATE POWER, CABLE, PHONE & GAS SERVICE of m o W 24TH ST NE LOCATIONS W/ ARCHITECT/BUILDING OWNER.- _23RD ST_ Q NE 22ND ST NE \ GENERAL PLAN NOTES s '6 W = AUBURN 21ST ST NE \ W MUNICIPAL W 1. THIS DEVELOPMENT PROJECT SHALL CONFORM TO THE CITY OF AUBURN'S AIRPORT W z REQUIREMENTS AND BE IN ACCORDANCE WITH THE APPROVED PLANS. ANY 16TH ST 15TH NE CHANGES FROM THE APPROVED PLAN WILL REQUIRE APPROVAL FROM THE 15 3 OWNER, ENGINEER AND THE CITY. ST NE 2. ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO THE "WASHINGTON AUBURN STATE DEPARTMENT OF TRANSPORTATION (WSDOT) STANDARD SPECIFICATIONS z 'yqp FOR ROAD, BRIDGE, AND MUNICIPAL CONSTRUCTION" (2000/LATEST EDITION), EXCEPT WHERE SUPPLEMENTED OR MODIFIED BY THE CITY'S PROJECT SPECIFICATIONS MANUAL, AND THE CITY'S STANDARD CONSTRUCTION DETAILS 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- VICINITY MAP 931-3010 TO SCHEDULE A MEETING. N.T.S. 4. LOCATIONS SHOWN FOR EXISTING UTILITIES ARE APPROXIMATE. 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 ANDS AND THE EXTENT LOFATIONS ANY HAZARDOCATIONS CREATED BY OVERH OF ALL DED UTILITY LINES,UND IDENTI- SITE DATA FICATION, LOCATION MARKING AND RESPONSIBILITY FOR, UNDERGROUND FACILITIES SITE AREA _ .................................... ................ . .............44,629 SF (t), 1.02 AC OR UTILITIES, IS GOVERNED BY THE PROVISIONS OF CHAPTER 19.122 REVISED ZONING ......................................C3 ... .............................. ODE OF WASHINGTON RCW . PRIOR TO STARTING CONSTRUCTION, THE SETBACKS REQUIRED (FOR C3): CONTRACTOR SHALL CALL ONE -CALL (1-800-424-5555) FOR UTILITY LOCATIONS FRONT.......................................................................20' (WATER, SANITARY SEWER, STORM SEWER, GAS, POWER, TELEPHONE AND TELEVISION). SIDE STREET).........................................................15' 5. PRIOR TO THE START OF CONSTRUCTION A PROPOSED ROUTE AND SCHEDULE FOR SIDE INTERIOR)................................,.......................NONE HAULING MATERIAL TO THE SITE SHALL BE SUBMITTED TO THE CITY FOR APPROVAL. REAR ................................................................. NONE IF THE CITY BELIEVES THAT THE PROPOSED HAUL ROUTE WILL ADVERSELY IMPACT LANDSCAPING REQUIRED (FOR C3): FRONT.. _..................................................,.............5' 1 THE STREET NETWORK, HAULING MAY BE LIMITED TO APPROPRIATE OFF-PEAK SIDE (STREET) ................................................ ' HOURS OR ALTERNATE ROUTES. SIDE/REAR ADJ TO C3...............................................NONE \ 6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PUBLIC SAFETY ON AND AROUND SIDE/REAR ADJ TO M1 ...............................................NONE l THIS PROJECT. PRIOR TO THE START OF WORK, ALL METHODS AND EQUIPMENT SIDE/REAR STORAGE YARD.........................................5' USED FOR TRAFFIC CONTROL AND STREET MAINTENANCE SHALL BE SUBMITTED TO THE CITY FOR APPROVAL. CONTRACTORS AND THEIR SURETY SHALL BE LIABLE FOR OWNER INFORMATION INJURIES AND DAMAGES TO PERSONS AND PROPERTY SUFFERED BECAUSE OF VALLEY PONTIAC-BUICK-GMC CONTRACTORS OPERERATIONS OR NEGLIGENCE CONNECTED WITH THEM. C/O MR. RON CLAUDON JR. 7. ALL CONSTRUCTION SURVEYING FOR EXTENSIONS OF PUBLIC FACILITIES SHALL BE 3104 AUBURN WAY N. DONE UNDER THE DIRECTION OF A WASHINGTON LICENSED LAND SURVEYOR OR A AUBURN, WA 98002 1 WASHINGTON LICENSED PROFESSIONAL CIVIL ENGINEER. PH. # (253) 833-2420 f 8. CERTIFIED DRAWINGS ARE REQUIRED PRIOR TO PROJECT ACCEPTANCE. REFER TO FAX # (253) 939-4571 CN THE CITY'S "RECORD CONSTRUCTION DOCUMENT" HANDOUT. (� PROJECT ARCHITECT CONSTRUCTION SEQUENCE THE KEIMIG ASSOCIATES 1. ATTEND PRE -CONSTRUCTION MEETING WITH CITY OF AUBURN. 216 A STREET N.W. 2. ESTABLISH CLEARING AND GRADING LIMITS, INSTALL ALL TESC AUBURN, WA 98001 MEASURES AND THE FINAL DETENTION/WET POND, AND OUTLET PH: (253) 939-3232 PER SHEETS C2 & C3. FX: (253) 735-1309 3. CONTRACTOR SHALL VERIFY THAT ALL DITCHES AND SWALES AS SHOWN BY THE GRADING PLANS ARE INSTALLED TO DIRECT PROJECT SURVEYOR ALL SURFACE WATER TO THE SEDIMENT POND AS CLEARING AND GRADING PROGRESSES. NO UNCONTROLLED SURFACE WATER ANDERSON AND ASSOCIATES SHAH. BE ALLOWED TO LEAVE THE SITE AT ANY TIME DURING 33310 11TH AVE. S.W. THE GRADING OPERATIONS. FEDERAL WAY, WA 98023 4. INSTALL SILT FENCING AROUND SITE PERIMETER AND ON ALL PH: (253) 838-1199 EXISTING DRIPLINES OF TREES TO BE SAVED/REMAIN. FX: (253) 838-8164 5. WORK WITHIN R/W SHALL BE LIMITED TO 45 CONSECUTIVE DAYS, CONTRACTOR SHALL COORDINATE WITH CITY OF AUBURN REGARDING PARCEL NUMBER TIMING. 6. GRADING & BUILDING CONSTRUCTION MAY BEGIN, CONTRACTOR 000400-0027 CD SHALL WATER THE SITE AS NECESSARY TO REDUCE DUST EMISSIONS AS A RESULT OF CONSTRUCTION ACTIVITY DURING DRY PERIODS. LEGAL DESCRIPTION ION 7. CONSTRUCT UTILITIES & PERMANENT STORM CONVEYANCE FACILITIES. V f 8. COMPLY WITH THE GRADING, DRAINAGE & EROSION CONTROL NOTES THAT PORTION OF LOT 1 & LOT 2, CITY OF AUBURN SHORT PLAT NUMBER SPL-0007-98, IN THE CONTINUOUS OPERATION AND MAINTENANCE OF THESE RECODED UNDER RECORDING NUMBER 9811200306, IN KING COUNTY, WASHINGTON FACILITIES. TOGETHER WITH THE VACATED PORTION OF AUBURN WAY, CITY OF AUBURN VACATION 9. PAVE SITE, CLEAN ENTIRE STORM SYSTEM, SWEEP STREETS AS ORDNANCE NUMBER 5471, BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS. DIRECTED BY THE CITY OF AUBURN INSPECTOR. 10. REMOVE EROSION & SEDIMENTATION CONTROL MEASURES UPON BEGINNING AT THE MOST SOUTHERLY AND EASTERLY CORNER OF SAID LOT 1, THENCE ALONG FINAL SITE STABILIZATION & APPROVAL FROM CITY OFFICIAL. THE SOUTH LINE OF LOT 1, NORTH 89'49'30" WEST, A DISTANCE OF 175.00 FEET TO A POINT ON THE EASTERLY PORTION OF THE VACATED RIGHT OF WAY OF AUBURN WAY NORTH, THENCE CONTINUING NORTH 89'49'30" WEST, A DISTANCE OF 6.08 FEET TO THE BEGINNING OF A CURVE DATUM: HAVING A RADIUS OF 35.00 FEET, THE RADIAL CENTER OF WHICH BEARS NORTH 00'10'30" CITY OF AUBURN: NGVD 1929 EAST; THENCE CONTINUING ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 77*27,35" FOR AN ARC DISTANCE OF 47.32 FEET TO THE BEGINNING OF A CURVE HAVING A RADIUS OF1537.17 FEET, THE RADIAL CENTER OF WHICH BEARS NORTH 77'38'05" EAST; THENCE CONTINUING BENCHMARK: ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 0412'09" FOR AN ARC DISTANCE OF CITY OF AUBURN SURVEY BENCHMARK: 15-F TOP 112.75 FEET; THENCE NORTH 06'56'07" WEST, A DISTANCE OF 60.21 FEET, TO A POINT ON OF BASE AT NORTH SIDE OF LIGHT POLE AT THE NORTH LINE OF SAID VACATED RIGHT OF WAY THENCE ALONG SAID NORTH LINE, SOUTH 89' SOUTH SIDE OF 30TH STREET NW. 3RD POLE 49'30" EAST, A DISTANCE OF 5.48 FEET, TO A POINT ON THE NORTH LINE OF SAID LOT 1; WEST OF AUBURN WAY NORTH. POLE NO. 356. THENCE CONTINING SOUTH 89'49'30" EAST, A DISTANCE OF 197.30 FEET, TO A POINT ON THE ELEVATION: 51.85' (15.80 METERS) LINE COMMON TO SAID LOT 1 AND LOT 2; THENCE SOUTH 00'00'24" WEST A DISTANCE OF 20.32 FEET; THENCE SOUTH 89'49'30" EAST, A DISTANCE OF 35.45 FEET TO THE WESTERLY EXTERIOR FACE LINE OF AN EXISTING BUILDING; THENCE ALONG SAID BUILDING EXTERIOR FACE LINE SOUTH 00'00'36" EAST 36.25 FEET TO THE SOUTHERLY EXTERIOR FACE LINE OF SAID BUILDING; THENCE ALONG SAID SOUTHERLY EXTERIOR FACE LINE NORTH 89'53'12" EAST, A DISTANCE OF 9.30 FEET; THENCE SOUTH OO'00'24" WEST, A DISTANCE OF 141.47 FEET; TO A POINT ON THE SOUTH LINE OF SAID LOT 2, THENCE CONTINUING ALONG SAID SOUTH LINE OF LOT 2, NORTH 89'49'30" WEST, A DISTANCE OF 5.00 FEET, TO THE POINT OF BEGINNING. RECORD DRAWING CERTIFICATION THESE DRAWINGS CONFORM TO THE CONTRACTOR'S CONSTRUCTION RECORDS. BY: DATE: TITLE/POSITION CONFIRMED BY CITY _ DATE. PROJECT REF: GRA 02-0003 THESE PLANS ARE "APPROVED" FOR CONFORMANCE WITH THE CITY OF AUBURN ENGINEERING DIVISION'S REQUIREMENTS (-P 8-7-0Z APPROVED BY:__ DATE APPROVED:/8To2 REV. DATE BY DESCRIPTION 1 03/25/02 G.MO PLAN CHECK REVISION 2 04/26/02 G.MO PLAN CHECK REVISION 3 06/26/02 G.MO PLAN CHECK REVISION 4 08/01/02 G.MO SITE PLAN CHANGE `J m I w- W W i�J Z O V/ \ rIj zo 00 .r..j w�ouU-a U(f) 00 �? rn x r-, _ i < I V) ��Zcoo C -1 .0- 18 C� z m <c U m U L.AJ F-- z Lij J m =D Q 0C) EXPIRES 3/8/2003 DATE MARCH 2O02 DRAWN BY G.MO DESIGN BY D.E.B. JOB NO. (III -we SHEET NO. c I FOUND LARGE PK NAIL I 004N&005EOF Lr CALC. PROP. COR. c7 ' II VISITED 7/9/61 EX. POST � ,�----1----�-----� x��� x5��`� EX. CURB �� I 5 - ' + 02� INSTALL: - - - - - - -- -- - SECTIONS 1 - +� SILT FENCING AS / EX. COVC. EX. FH �o� k PAD / / SHOWN PER C.O.A. EX, LM1E, MATCH GRADES , I , EX. PIV ._ �o DEV-6 (TYP.) 2 LOT 1 SPL @ EXIST. IE (TYP.) C5 0007-98 J I 5 I EX. POSTb OP ' I 142.86') + 3 N 00 00 24 E L 20,32' 1 W------- ------ -_ ----- 10 - - - -- --- --- 1 0 -51 IE = 50.20 S 00'00 24 W I 1 t i 37.00' EX. TREES TO REMAIN, INSTALL SILT FENCING I 1�. (; ,� AROUND DRIP LINES I I 1 - - - - 1, x ACCESS EXISTING BUILDING EX. TEL. - I '.. ? '1� AS SHOWN I L - - - GATE I `ESMT. NO. I I I Il %; fir L��, 1 _ 5fi ti 780724099 I `t.�;., ���� �° , EXISTING LINE, LOT - --f-- �� �` I 1 -I - _ �$ _ _ .._ - - SPL 0007-98 S 8 '49'3 E 1 9 0" OW` _. .-.. . ow ..�. �,._ .....,,.......;x - OW I,...... .�... iaW _..._ ... ........ •,+4dq ._. ...._ - '.,:Q)1 X 9.76' I ` -GW i6N 1 C--- -- 2 IG _ ... .�,° . ._....- - _ Ir _� - 2" - _ _._ .........w. \ GRASS CRETE ' ! ` ,,',�� t....+--�1� FUTURE BUILDING c,x1h° C I 1 INSTALL: EX. B, TYPE I 1 1 _ „ 9 �"" _ 1 F.F. - 52.00 RIM=49.99 I I 1 + = . • TEMP. V" DITCH 0 5 ' ;:`•.::. ;,.{ I I ��. (ADJUST PAD ACCORDINGLY) IE=48.24 (E,W,) 1 a ! 1 II 5� f / I • �.1.01 W ROCK CHECK 12" CONIC. I c� I I 1 `' y. �` DAMS PER C.O.A. I f * I NOTE: x'�'_,. DEV-9 (TYP.) 13:1 THE TESC POND WILL BE CONSTRUCTED - -4" G - - rho_- �,.�!\ `50 I & BUILT PER SHEET C3 & C6. AFTER 1 1 �..1 t I l x _ __ _ - - - I BALANCE OF CONTRUCTION HAS BEEN �. r (NSTALL: INSTALL: I 1 1 + 6� ? ' „ - COMPLETED, POND SHALL BE RECON- 1 ` 5C' r. r :•. \ I 4 -6 RIP -RAP QUARRY 2 I E DITIONED AND SET UP FOR PERMANENT CB PROTECTION I ` \ 1 : �, �� `, \ \ � o� SPALLS 1' DEEP 5`i 6 �R a r'ER C.O.A. DEV-4 I I , x.._ 1 IE = 49.20 \ USE. -12" TYP. - SD 1 1 ! bo 112 ' I INSTALL: 3:1 ! +`' i 45LF TEMP. 12 17�I L = 04'12'09" t r,; x C�-?f` �4�' �6 g 9LF-fi2A � 5� \ 1 R = 1537.17 i ",�� o� D.I. A 1.0� 1 + 1•,_ ::y � � �'�6 IE = 6 SDR-35 ®0.09; \ OI 1 To - 56.4d c - _ ,. k , , W,_ 48 00 I Z �? _ -_ - _ ._ _ _ _ _ _ W X - - - ._ E FENCE 0 IE \ �p - •-, -EX. GRAVEL 6' CHAINLINK W/ INSTALL: VINYL SLATS I \ 1 1 �, �o.`' �� \"'� . • IE = 4$.55 SILT FENCE AS I r -"- .__.. _ • - ! 1 I N ~' x , s� •-•.....� 1 - ... C.O.A.EV- IN TALL: SHOW PER �:. ��... .O.A. 6 #7, TYPE II-54"0 EAST VACATED PSH-5 1 + , r �': �` o RIGHT-OF-WAY, ORD. I I ry 1 1 ` EX. PP ' 1 \ x�s�=\ . i v✓ \ ! ° + �.. CONTROL STRUCTURE W/ NO. 5471. I l I c, ! \ � �o� \ / INSTALL: SOLID LOCKING LID I I I 1 1 I \ r ` ,�' � - \ +5° k TESC POND OVERFLOW PER DETAIL 3/C6 I EX. CONC.-� x _ - _ o. I I \ - / DO NOT INSTALL ANY CURB TO 1 ` 51 `� \ STRUCTURE PER DETAIL I 1 BE REMOVEDI III ''� �ti x1 ���;1\ �,- / \ 5/C5. CLEARING I ---._ ORFK ES UNTIL THE FINAL I , 1 c� ` 1 o� �. , ; EX. TREES TO REMAIN, \ / \ LIMITS (TYP.) POND IS ACTIVATED) VACATED RIGHT-OF-WAY, i I 1 \ 1 1 - �" � � �h ��-... ; �•. INSTALL SILT FENCING rD .,ITY OF AUBURN I 1 �1 1 \ 1 +\ _ -�bti % ORDNANCE NO. 5471, 4 AROUND DRIP -LINE AS + I n I 1 1 R= 35.00 I \ 1 i +, / SHOWN �. \ \ INSTALL::.,, 1 1 �Tl; 47.32INSTALL � t 79LF PERMANANT 12" SDR-35 @ 0.5% =- 28.07 I off, - - o h \ B SIIrT FENCING AS . _ . _ l _ .... _ .. ,� PVC SHEET' C3 r I (P 1 :X. CONST. -�� ;� �` 5° SHOWN PER C.O.A. I ) .. _ .. „ AUBURN � 1 � , MH � �- ��2-- � N � '- (TYP.) i / I ' 'NAY NORTF�' ! 1 5 DEV-6 TYP. � o I I / I CL 51- + - - - - 5f l/ 1 \ EX. \,, ILITY `X - - I I \ MH, U LITY EX. POSTS ° eh 6 EX. D W UNKNO !1 ° _ _ ° ,, -�-- 51- - EX. CONC. ,-------'------ 2' WT-- - - - - - - - --------12" W--------- - --- ��,$:35=---------------1,' SS--- CURB �;- \� 1\ CURB (TO J' T_-/'----12' W------- 1 \ �� - - - BE REMOVED) C 30TH STREET_N.E. _ r-t----_ --- - - - - - - 12 SS - - - - - - - - - -- - - - -12„ SS - - - - - - - - - --- SS--------------0F12" SS -1----- EX. CONC. " O - + -12" W---- �--12W------ �- - _N -12' W -+- -l-+� SIGN PEDESTAL PVC -----30„ SD_ - ------ ------30" SD-; -- -- _-\------30" N EX. SSMH #409-38- \ EX. CB TYPE I INSTALL: INSTALL: EX. SSMH 1409-52 RIM = 50.70 / \ ` rn, N � CB #8, TYPE I EX. F.H. IE = 43.03 G c, \ Y ;� \ RIM=50.63 TEMPORARY SAVCUT, REMOVE & RIM = 51.27 RIM = 52.08 IE 47.67' (N) 8" PVC CONSTRUCTION ( MATCH EXIST.) REPLACE EXIST. S/W, IE = 4.3.70 \ � -i \ IE=47.31' (E,W) 12" PVC ENTRANCE PER CURB, GUTTER & A.C. \\ \ 1 \ IE=47.32' (S) 12" MATCH EXIST. SDPVC C.O.A. DEV-5 IE (12MATCH 4. SD) 60 f PVMT. PER C.O.A. STDS. 1\ \ o EX. CO TYPE I (PER SHEET C3) RIM=50.66 IE=47.38' (N) 12" PVC IE=47.40 (NW) 12" PVC T. E, S. C. PLAN, 1 "=20' UTILITY CONFLICT NOTE: CAUTION: THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION, DIMENSION, AND DEPTH OF ALL EXISTING U1LITIES 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, RECORD DRAWING CERTIFICATION THESE DRAWINGS CONFORM TO THE CONTRACTOR'S CONSTRUCTION RECORDS. BY: DATE: TITLE/POSITION CONFIRMED BY CITY DATE: 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/CONST. ENTRANCE AS 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. 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 EARTH EARTH WORK VOLUMES: EST. CUT = 775 CY (INCLUDING STRIPPING) EST. FILL = 621 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 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. 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 DRAIN -AGE 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. LEGEND NEW EXISTING DESCRIPTION NEW EXISTING STORM SEWER SD - - -SD- - SPOT ELEVATION 50.00 SANITARY SEWER - - _SS-_ WATER - - - W - - SILT FENCE x FIRE HYDRANT "V" DITCH W/ �... CATCH BASIN ROCK CHECK DAM SS MANHOLE 0 SD MANHOLE ® CONTOURS - --- 50 - - WATER VALVE D4 ROCK QUARRY SPALLS TEL MANHOLE Or TEL RISER ❑ CLEARING LIMITS POWER POLE -a- CONC. RTNG WALL STREET LIGHT �-- CB PROTECTION E EXTRUDED CURB FILL SLOPE CD cn ro � d�- z CV ro o 00 LIJ W W N K% F- CDU-) t,n 00 x U W Z p � Z 0000 00 d- m r� ow w V) DATE U M < � LI-- U O m N U J Q Q F- () C�l CD CL F- � � Q � aQ ` U to W F- 1w r a 6:1 z JAN 2002 DRAWN BY G.MO DESIGN BY PROJECT REF: GRA 02-0003 6 08/07/02 G.MO PLAN CHECK REVISION D.E.B. JOB NO. THESE PLANS ARE "APPROVED" FOR CONFORMANCE 5 08/01/02 G.MO SITE PLAN CHANGE 01-028 SHEET NO. WITH THE CITY OF AUBURN ENGINEERING DIVISION'S REV. DATE BY DESCRIPTION REQUIREMENTS e"7'02 1 03/25/02 G.MO PLAN CHECK REVISION APPROVED BY: 2 04/26/02 G.MO PLAN CHECK REVISION C 2 3 06/11/02 G.MO REVISED PER AUBURN PLANNING DATE APPROVED: enze 0 Z 4 06/26/02 G.MO PLAN CHECK REVISION LOCATED IN SECTION 6, T21 N, R5E, W.M. AUBURN, WASHINGTON FOUND LARGE PK NAIL 0.04 N & 0.05 E OF CALC. PROP, COR. z VISITED 7/9/01 Ti EX. POST / EX. CURB I \ PROPOSED it�UTILITY -- DSECTIONS CONTRACTOR IS TO COORDINATE THE = f _ EX LIGHT & POLE x HOOK UP AND RE CONNECTIONS OF CONC, TO BE RELOCATED EASEMENT EX. FH THE RE-ROUTED UTILITIES W/ THE I I 1 PAD AS SHOWN EX, LINE, - OWNER AND APPROPRIATE UTILITY EX. aI._, - j 0007LOT 1-98L \ ®0 5� D I PROVIDER I I 1 I 51.58 EX POST I 51.40 1 , " 51.30 51.40 C) N 00'00'24" E I 1 I L T - _ S 89'49'30 E �� _ CB , TYPE I I- __-- -- - - - - ' - _ I 197,30 - - _ I � -- ` -1 -- - � . - - - - - - �•..- _.:......-. - 1(! � - �� REI ( 51 248 23 - - 8") I I f 11 1. 0 \ \ P U A5 �G' 1 51, 3a GAS 51.30 _ - -- - -j 51.50 - 894 E-- - � ° 51.17 51.17 RELOCATED --- 51; ° � 8 5, TYPE i � 51. U /77 l RIM = 51.00 - - S 00'00'24" W 2" GAS LINE -(9"-y = 48.59 SO -= 52. 37.00' I 1 -RELOCATED 6 PVC SDR-21 RD M I I 52.00 45LF 8' PVC UNDERGROUND I---_ig0.5%MIN, (TYP.) l 1 I ` I POWER y1.$� 51.30 POST -- -- ACCESS EXISTING BUILDING s�� / a 111 CB �1,_�TYPE f EX. OHP LINES TO -� I � EX. TEE. I � : 51.20 �, - -- - - -- � --a RI = 50.50 B£ REMOVED & �,M .- GATE 1. I ESMT: N0. I 1 1 LSo.Bo _a.8o IE (12") = 48.6 INSTALLED 17NWGRIUND EXISTING LINE, LOT " `780724099 - . -- - BY P.S.E. % . I 1 SPL 0007-98 \ �f ` S 8994�0 E 1 I I _ _ _ _ I - �OL�12" PVC - 1.. i - �- ) R FUTU UILD�N - ., 52 00 1 CONNk:CT DOWN`;POUT , -- -= TO R(OF DRAIN PFR F.F. 52.00 EX. CB, TYPE I 1 1 1 ...� _> 1 --- , Dk TALI. 3/C5 (TYP,) : POlS GRASS-CRETE 41� INSTALL: RIM=49.99 1 1 \ 1 1 EX`. 2" GAS LINE TO 9E__ ° ° 8" PVC SDR-21 IE _ : * INSTALL: RIP-RAP QUARRY 11 1 I 5110 52.00 , IE=48.24' (E,W,) 1 I' REMOVED AND RELOCATE ,; • < �.�. • 12" CONC. 1 l i A5 SHOWN COORDINATE Shy ®1.0% MIN. 3: 5 MATCH EXIST. SPACES 1 FOOT DEEP (TYP.) I - _ 4" G 1 W/ P S E - - - - - , (TYPGRADES LZ N' 4 . e • t • 1 11 I - I INSTALL: 42" BLACK VYNAL COATED _- 145LF 12" D.L l B �4 E l� y `E CHAIN LINK FENCING AROUND POND 0 0, 33%-� `�' I IE �12" = 48,i3 j ;; I PEREMITER, SEE DTL 1 &2/C6. 12 SO 1 hsu rl� EX. 2 D. MES11C WATER ) _ _ _ - _ BE RE OCATE PE>; ; I IE (8" D) - .03 - 51.20� � " £✓ / ?� ::�r WATER PL NS, SHEET C2 ---- r.. - 51.30 °�--.--- � �, 0 = 04'12 09 0 � � � TW �2.00 GRAVEL FZTER_,WINDOW i 1 1 R = 1537.1 x ' 51,15 r "`-- - N t w -__-TYFTL 6 1 -VI L_ - PER D / of : yy j<ly/ I$ - 112.75 1 56.4a 4S 5 .10. 7LF 12". tVC --- 1 1 \ r �-: �, ,4 �� % �' 9 < - _ -;, " ' \ ,/ , ;,; �r�m., ��e .` � ' �„ - , -�: SDk�-�.3''i 0.09� : � IEJ-- 8.00 51�4 1/� ,,,� ,: -34LF 1 Dt 1 of 51.251.35 - 0 0.331n TYPEII-54 0 I ; 1 _ _ _ CONTROL STRUCTURE N � TRUCTURE 1 1 .Mh 51.35 1 L0 h o W/ SOLID LOCKING LID EAST VACATED PSH-5 1 1 EX. PP + 'r ytti, r' 79, LF 12 F`Vr �,; / ``�1�0f1 PER DETAIL 3/C6 RIGHT-OF-WAY, ORD. I I �,• 1 ��,; _ _ ' � � :x��, 51,�5� � ° S -15 � O5%` \ � RIM 5290 N0. 5471. 1 I c> 1 S1.50 �u� �rl " IE 12 = 48,00 F 12 D.I. , 51t CB 3, TYPE 1 ( ) I I 1 EX. CONC. 1 -1 j +`--� 51.50 @ 0. 3' 1 3 ' CURB TO 1 +, \.- RIM - %5t0 � 1 I - , �1--� / ) C2,` 'TYPE I � � - � � , IE (12") = 48.14 51.20 I 1 rn= BE REMOVEDI -- -- -' � \ =- 1 ` 51.60 .. � 51.i5 RIM=54.75 •° a VACATED RIGHT -OF -WAY, -ram v, - CITY OF AUBURN 0D 1 \ SAWCUT, REMOVE & REPLACE • .• ORDNANCE NO. 5471. _ = 7T27'35� \ \ �,F y� N I 11r1'; 51.30 . 1 + �,i� EXIST CONC S W CURB, + Ir GUTTER & A.C. PVMT. PER I \ R = 35.00 11 1 � �. f _.--._,_ - 51. � � \ \ L = 47.32 1 a STDS. z 5__ I C.O.A. I \ 1 Tan = 28.07 �, ( 5L I EX, CONST. 1 _ MH o �- SIGN I( 3 I AUBURN �, �� .� 51.35 51,50 51.F?0 i -� r As / WAY NORTH 1\ �\ \ U.21 I / - - EX. U ILITY sj� - EX...: D W MH, U CITY cp, 1 EX. POSTS � f \ \ UNKNO - --- ----- - - ---- ----- -- --- ---- _. - __ --- - - - - - - -� -- - "------------ -- --------- f _ EX. CONC. �i-------- 12" W-- _--------- -12" yy- -12" W- 51-. 12„ SS- - - 1\ CURB (TO I ----- ��-----�--"-- --\ \BEREMOVED) �-------f- I 30TH STREET N.E. _ --S 89'49'30" E 12 SS -L- --12" SS - -- --I 12" SS - - - - - - - - - - - - --QE \\ 1 1� �1�----�� ----------- I 12' SS---- - �' N EX, CONC. T �P -I- " � - SIGN PEDESTAL PVC -----_ _ ---12" W-----r------`�-12 W---- 30^ S�-\--- '12 W�--1��-.�---30" SD----- I-----��_,�--._ -----30 SD---r-----� ---- -- \ ❑ 1 \ 1 1 \+ �� \ �I CB 8, TYPE EX. SSMH #409-38 \ \ `s \ 1 o EX. SSMH #409-52 `�� � ti ' � \ EX. CB, TYPE I _ EX. F.H. RIM = 51.27 t + RIM = 52.08 RIM = 50.70 \ -- 6- ,�: \ RIM=50,63 (MATCH EX. GRADE) IE = 43.03 \\ o ` N \ ® \ IE=47,67' (N) 8" PVC IE (12") = 47.60 t IE = 43.70 IE=47.31' (E,W) 12" PVC (MATCH EX. 12" SD) IE=47.32' (S; 12" PVC EX. CB, TYPE I J, RIM=50.66 C:: IE=47.38 (N) 12 PVC \\ \ \ 1 y IE=47.40 (NW) 12" PVC 1 Ir STORM DRAINAGE & GRADING PLAN 1" -20' 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 U1LITIES 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, " Ii-, z a NOTE: SEE ARCHITECTURAL SITE PLAN BY THE KEIMIG ASSOCIATES FOR SITE PLAN LAYOUT/DIMENSIONING. VERIFY ANY DISCREPANCIES W/ THIS PLAN W/ POE ENGINEERING, INC. PRIOR TO CONSTRUCTION. SEE DETAIL 1 /C3 AND PROJECT SOILS REPORT FOR CURB & PAVING SECTION AND SUBGRADE PREPARATION. RECORD DRAWING CERTIFICATION THESE DRAWINGS CONFORM TO THE CONTRACTOR'S CONSTRUCTION RECORDS. BY: DATE: TITLE/POSITION CONFIRMED BY CITY DATE: CONC. CURB '� 2" A.C. PAVING SLOPE DN ° o ° o, 1=. 0 O 0 0° • O O a o ° o O ° ° 4"-%* MINUS -, COMPACTED SUB -BASE CRUSHED ROCK PER SOILS REPORT/ TESTING LAB CURB- & PAVING SECTION N.T.S. PROJECT REF: GRA 02-0003 THESE PLANS ARE "APPROVED" FOR CONFORMANCE WITH THE CITY OF AUBURN ENGINEERING DIVISION'S REQUIREMENTS APPROVED BY: DATE APPROVED: 8 O 6 08/07/02 G.MO PLAN CHECK REVISION 5 08/01/02 GAO, SITE PLAN CHANGE REV. DATE BY DESCRIPTION 1 03/25/02 G.MO PLAN CHECK REVISION 2 04/26/02 GAO PLAN CHECK REVISION 3 06/11/02 G.MO REVISED PER AUBURN PLANNING 4 06/26/02 G.MO PLAN CHECK REVISION 0 U $� •� C' z f-- J ^^ ll can � O ©0- ^4/1 W CD z N 00 o Li Lo z E5co oo x „� W li W J ZD O Z Z N W LO ZD � Q CD I WV) �m o~o O J `4- U �o Q C14 Q U Z � Q U p J m i/) ULLJ�! Q Q I� v) Z C:) W Z J J m w Q ::D � � o m 0 w w w Ln n !Psl1 F. Pn S�O,V L E ' EXPIRES 3 8 2003 Sl-4Cvz DATE JAN 2002 DRAWN BY G.MO DESIGN BY D.E.B. JOB NO, 01-028 SHEET NO. C3 LOCATED IN SECTION 6, T21 N, R5E, W.M. AUBURN, WASHINGTON LEGEND DESCRIPTION NEW EXISTING o ; I ROOF DRAIN RD - - -RD - - __ I STORM SEWER -SD - - -SD - - ` Y I t FOUND LARGE PK NAIL 0.04 N & 0.05 E OF I SANITARY SEWER SS - - -SS - -- - 1 II CALC: PROP. COR. WATER W - - W - - - o VISITED 7/9/01 GAS LINE — — G - — - I EX. POST / I I EX. CURB FIRE HYDRANT A 1 a % SECTIONS WATER VALVE Z g ' / EX. FH WATER METER GONG. I PAD /! EX. LINE, (TO REMAIN) EX. PIV % LOT 1 SPL N I t CATCH BASIN ■ O 0007-98 15' STORM MANHOLE 0 0 EX. POST \ UTILITY 1 N 00'00'24" E SEWER MANHOLE ' II II II T S 89'49'30" E . ESMT. �4286) 197.3 AC PAVING I �-- —t------- -- --- - -- -- -- 1�" A -ir 0 2 CONCRETE I I - G- I C r 0 o S 89'4 '30" E / � " 7 LANDSCAPING I . - 37 0000 24 W EXTRUDED CURB H r / , Y _ VERTICAL CURB I FUTURE WASH B ilG 1 & GUTTER = s CB B OTHERS �I 1 h ' , a RIM 51.75 1 _ IE 49.50 �- - _ RIDGE ti I r- V% I TT EX I G BUILDING RI LIN EX. TEL. I------ w, • - � ACCES DGE E .. �11. RETAINING WALL I G ' _- a ESMT. N0. I � '� � '( - -- CONC. / ffH- -- I 1 - l � EXISTING LINE, LOT �.: ,, , _ 1780724099S 89'4930" E / r r l r 3rJ 4 I 1 SPL 0007-98 52 -_ CONTOUR 112- 1 ! r r x CALCULATIONS FOR OIL/WATER SEPARATOR SIZE FLOW RATE 5 GPM (Y4"O HOSE BIB) MIN. DETENTION TIME = 45 MIN. MIN. VOLUME = 5 GPM X 45 MIN. = 225 GAL. < 450 USE 450 GAL. OIL/WATER SEPARATOR WATER DATA TABLE 1O FIELD LOCATE EX. WATERMAIN O3 INSTALL: INSTALL: 2" DEDUCT IRRIGATION METER 1-10"X6" TAPPING SLEEVE & BACKFLOW VALVE PER & GATE VALVE CITY OF AUBURN STD. DETAIL 7LF i 6" D.I. NO. WADM-1 1-FIRE HYDRANT ASSY. (SEE L/S PLAN) O FIELD LOCATE EXIST. 2" METER O FIELD LOCATE EX. WATERMAIN RE -DIRECT EXIST. 2" SUPPLY INSTALL: LINE TO FUTURE BUILDING AS * 2" SERVICE, NEW METER BOX, SHOWN & 2" METER PER CITY STDS. 2" BLDG SUPPLY PER CITY STD. DETAIL WASM-1 NOTE: ADDITIONAL FITTINGS & PIPE MATERIAL MAY BE REQUIRED, IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO PROVIDE THE NECESSARY FITTINGS AND MATERIAL TO INSTALL THE WATER SYSTEM. * NOTE: WATER METER SIZE AND SUPPLY LINE SHALL BE VERIFIED WITH OWNER/ DEVELOPER. SPRINKLER SUPPLY LINE SHALL BE DESIGNED BY SPRINKLER DESIGNER. CONTRACTOR TO VERIFY SIZE OF THE & LINES W/ DESIGNER PRIOR TO INSTALLATION. UTILITY VAULT MODEL 660-SA OR EQUAL, AASHTO H2O DESIGN REQUIRED, FOR COVER SLAB, CONTRACTOR TO SUBMITT MFR DATA FOR APPROVAL u 4 1 11 I ❑ r 6,_0�� • 1 ti } 1 3 fN.,TAL 6 - v -- - -5 6 INLET DIFFUSER FLOW c� 1 � Z = 04'12'09" o i Fi 34 "�� - -- - -- - BAFFhE- 1 R = 1537.1 I - - - - ",`'--'^ y!--rr 112.75� 1 1 IE �' OIL RETAINING, ©I I 1 Tan = 56.46 -1- -.?� \� `�1� \ CONTRACTOR IS TO REMOVE 6" PVC f <:k 49.00 BAFFLE w UTILITY CROSSING I to o +r'� �' i � . .r<n H .: - ,.,- - 6" f VC 5t1R 21 - ' - � --�•- ALL INLET � GRIT/SLUDGE 1 - fay 12 SD IE 48,20 �� _ 0 2 . � MIN:DISTURBED » SS - AREASKFROM THE 6 � � TOP 4 7.63 et �.� 3WEIR 3 I '- /i � , , • /; f .� /!s - � INSTALLATION OF NEW H y. r NOTE, J- ---`- °°YSEE 0 N � y i c I sBUILDING SUPPLY LINE i F, EAST VACATED PSH-5 1 ..�,_.: , N `- 5 MIN) o� rn \ � 0 3030 . I I 1 EX. PP r " r_ <, DIAMOND P RIGHT-OF-WAY, ORD. ry \ �=zr a I TRACTOR IS TO . FIELD f " a . No. 5471. 1 PLATE COVER �' 1 r � �' ,`�/>�� {, / ;;` 4; r / ,, � ., , ,< A°� ,r- 139Lf 6 PVC /!, L6/ , ,Jx.;a,; � " /3 i�//�,1y,, u: / , /! y ,% I!�, /{,!(!i� ' ATE EXISTING 2 / u„ fix!' y f / S� SI�R_35 SIDE; r:.''. I I I 1 ESTIC WATER LINE '`'' � H J SEWER 3.59 I NO. 1012P DIAMOND PLAN VIEW —COVER o s" PVC SECTION A —A \ I U 3 , RED DIRECT TO1)TURE " PLATE INSPECTION j OUTLET TIC ONLY I I 11 1 - t- -�; #''�� h BOLDING AS SHOWN - �' COVER, 2 PLACES 1 \ ry' - 4,jiIITtTY CRO`�NC (SCHEMA ) VACATED RIGHT-OF-WAY, f / 1 - E LINE SHOWN WAS - y� � ', �, 12 SD IE = 48.2Q CITY OF AUBURN 1 I 1 �� �. TAKEN FROM AS-BU1LTS • , ': r! Y NO � = 7T27 35' \\ I �, \ —� ` �� a1c HA5 NOT BEEN LOCATECTf � » S T01' 47 5a � z SAWCUT, REMOVE AND REPLACE , 0I L WATER SEPARATOR DETAIL ORDNANCE N0. 5471. I � � �� / 6 S R = 35.00�E TE3X1 ¢,�r EXIST. CURB GUTTER & S/W C4 N.T.S. 1 �r a r,. AND A.C. PAVEMENT PER C.O.A. — I I �— 1 \ '.:S 5� .// y�ir .,.ijrH:�Hr J//r,q ., ,, ,d7/',f':k J'r,rr � r/ �l / ..,� [f,, /,�� J�; • \e J ri :zz f �„J./?'�r/ 1 1 Tan = 28.07 I r = �` �, � ` �' '' .� .y �y,,� „ �,���- y�� ,;;� • �� � ,uSTDS. 4 /f ;f EX. CONST. I (11 Al IRI IRNI \ rh I WATER & SEWER PLAN 1 "=20' 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. — — IL JV— — — — — — — — — -12" W - - - - - - - - - - - - - - - - - - - -- 0<1 2" 1-52 - EX. SSMH #409-52 RIM = 52.08 IE = 43.70 NOTE: 0 UTILITIES WITH LESS THAN 1.0 FEET OF VERTICAL SEPARATION SHALL HAVE FOAM BOARD INSTALLED BETWEEN THE TWO UTILITIES PER C.O.A. STDS. RECORD DRAWING CERTIFICATION THESE DRAWINGS CONFORM TO THE CONTRACTOR'S CONSTRUCTION RECORDS. BY: DATE: TITLE/POSITION CONFIRMED BY CITY -_ DATE: PROJECT REF: GRA 02-0003 THESE PLANS ARE "APPROVED" FOR CONFORMANCE WITH THE CITY OF AUBURN ENGINEERING DIVISION'S REQUIREMENTS CP 19"-7-Oz APPROVED BY: ian== � - �7 0& DATE APPROVED: RIM 51.75t 0 INSPECTION TEE 6" OUTLET 6" PVC W/ IE VALVE 48.50 SEE PLAN VIEW - COVER FOR OUTLET LOCATION 6 08/07/02 G.MO PLAN CHECK REVISION 5 08/01/02 G.MO SITE PLAN CHANGE REV. DATE BY DESCRIPTION 1 03/25/02 G.MO PLAN CHECK REVISION 2 04/26/02 G.MO PLAN CHECK REVISION 3 06/11/02 G.MO REVISED PER AUBURN PLANNING 4 06/26/02 G.MO PLAN CHECK REVISION 0% � `b 0 1 ZD C) ^ l C W z o C) Al W C7 zo CV 00 00 .� wLUo� ub � can oo7-1 w �� w J <DZ 7lJZ(`V c��(n`no W 00 � o J m fi P14 cC; ¢ U z M � m CJ Q E5 J m i) I C.)J Q Q 1-- N Z OZ ¢ Q 3 W Z J m � 0 0 W H W W S I(LAJ� v ' Z CL_ fC� fL A.J a 6,�H F. PO WASy��c ,p 427060 �' O 4 Fc�STERi��c, s of4A L EXPIRES 3/8/2003 S/-7foZ DATE JAN 2002 DRAWN BY G.MO DESIGN BY D.E.B. JOB NO. 01-028 SHEET NO. C4 t'rr I I I `I or 1 I INSTALL: INSTALL: FUTURE BUILDING 42" BLACK VYNAL 42" BLACK VYN AL F.F. = 52.00 COATED CHAIN LINK COATED CHAIN LINK FENCE AC PAVING PER FENCE 1.68' FREEBOARD EAST IE DTL 1/C3 1.68' FREEBOARD ................................. TW = 52.00 TW = 52.00 52.00 51.50 52 .52 52............ .52 100YR W.S. 100YR W.S. ELEV = 50.32 EXISTING ELEV = 50.32 MATCH EXIST. AG PAVING PER GRADE - GRADE 0 (E �DTL 1 /C3 50................................. = ........................... 50 RETAINING WALL RETAINING WALL �--- RETAINING WALL 49.00 PER DETAIL 4/C5 PER DETAIL 4/C5 PER DETAIL 4/C5 C.R +�T� W.S. ELEV. = 48.00 BOTTOM OF LIVE STG = 48.00 BOTTOM OF LIVE STG 48..................................................................48 48 ................................. t ACCESS ..........48 TOP DEAD STG TOP DEAD STG - • 6:1 PER C.O.A. _ STDS. GRAVEL FILTER WINDOW PER DTL 5/C6 46..................................................................46 46 ................................. ...................:.............46 ESTIMATED HIGH D SEASONAL GROUND 4.0 5.0 4.4 _ WATER , 44................................. _.................................44 44..................................................................44 �. 5' .II. 9' I_ 12' .I_ 9' �1lr .I 24.0' 9.0' VARIES 9.0, L 0.67' 0.67'JR DETENTION POND LOOKING NORTH 2 DETENTION POND LOOKING EAST C6 SCALE: 1"=10' HORZ. C6 1"=2' VERT. SCALE: 1"=2o VERT. INLET FROM- ", -A POND ESS TOP OF RISER PIPE 3"X0.90 CAGE STAINLESS STEEL ---\ SUPPORT BRACKET W/ TURNBUCKLE ANCHORED TO CONCRETE WALL (MAX 2' SPACING). MIN ONE SUPPORT. LADDER RUNG A.C. OR PVC MANHOLE ADAPTOR "Q" PER TABLE • RIGHT 12" OUTLET IE 48.00 �OUTLET TO SD IN STREET 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 1S 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 Y4" 6. CONFORM TO CITY OF AUBURN STDS. 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 U11LITIES 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. 12X12X12 PVC TEE, RUBBER GASKET JOINTS 6" MIN. (REMOVABLE) FRAME AND LADDER - OR STEPS OFFSET SEE PLAN VIEW ABOVE. 12" CAP, RUBBER GASKET EL. 46.00 12" RUBBER GASKET PLUG W/ 13'4" ORIFICE NOTE: DO NOT INSTALL THE ORIFICES DURING THE T.E.S.C. PERIOD. THOSE ARE TO BE INSTALLED FOR THE FINAL STORM SYSTEM ONLY. ROUND SOLID COVER MARKED "DRAIN" NTH LOCKING BOLTS, RIM 51.50 STANDARD GALVANIZED STEEL LADDER/STEPS A 12" O/C VELEV. P 100YR WS EL 50.32 .2025YR INS EL IFICE50.13 .00 10Y_ f 1-1"0 ORIFICE - 0 41* WS EL 49 ELEV. _ 49.60, 2YR WS 90 EL - WATER TIGHT CNTR 2-3"0 CONNECTION - PER DTL 4/C5 49.53 -12" INLET IE 48.00 N TYPE II-54"0 CONTROL STRUCTUR SCALE: 1 "=2' RELEASE RATES DESIGN STORM Q (CFS) ACTUAL Yi 2 YR 0.11 0.10 10 YR 0.50 0.50 25 YR 0.39 0.39 100 YR 0.61 0.61 3-0 ORIFICE ORIFICE PLAN VIEW CONTROL STRUCTURE RISER DETAIL N. T.S. TOP OF BERM DIVIDING POND CELLS, ELEV. EL = 49.00 X Lloo-x SECTION Y-Y 49.00 18" THICKNESS 5 1 Yi"-4" WASHED ROCK CORE 9 OO O ou EL 45.00 ,�. 0 O O O OO ; ,III 40 GRAVEL FILTER WINDOW DETAIL (X-X) N. T. S. RECORD DRAWING CERTIFICATION PROJECT REF: GRA 02-0003 THESE DRAWINGS CONFORM TO THE CONTRACTOR'S THESE PLANS ARE "APPROVED" FOR CONFORMANCE CONSTRUCTION RECORDS. WITH THE CITY OF AUBURN ENGINEERING DIVISION'S REV. DATE BY DESCRIPTION REQUIREMENTS C-f e-?'OL 1 03/25/02 G.Mo PLAN CHECK REVISION BY: DATE: TITLE/POSITION APPROVED BY: )cwC � SPA,. 2 04/26/02 G.MO PLAN CHECK REVISION CONFIRMED BY CITY DATE: vJoLo 3 4/1�/eZ A.fr �.E.v�sw >�dw.. P�..+�«3rw••.�. DATE APPROVED: 2- • r V W C.) CV C3 co CAul N 1-1 co Z 0) X J W Li W � N w ull) cri Ln 00 PO 5; M m N 3 ♦� �✓ Z m �...� 0 =5 __,J m V) I C.) w J F-- N Z C) F-- z Q W J m J Q° Q '2 _a J F- w rn W W 71 DATE JAN 2002 DRAWN BY G.MO DESIGN BY D.E.B. JOB NO. 01-028 SHEET NO. C6 PROJECT PHASN G SDESCWTIO I Building design per GMC req. starts. 2 5ubmit for building permits. 3 Begin construction of site. 4 Install temporary asphalt walk -off area at parking lot or Fence area to protect public at conclusion of site work contract. Install landscaping for parking lot. 5 Construct building. 6 Install permanent sidewalk at building. 1 Install landscaping at building, PARKNIQ DATA BUILDING TOTAL 3261 s.f. Parking Rcci'd Showroom 495.6 sTF / 1000 : 0.5 Detail 896 ST, / 1000 = 0.9 Office 1238A s.r. / 250 : 50 Office -upper 631 s.f. / 250 = 2.5 OUTDOOR 14,111,E s.r. / 5000 = 2,8 Total Parking Rsq'd : 11.1 (12) Maximum Compact Allowed : 30% x 12 = 3,6 (4) TOTAL. PArI NIM 899W= = 12 Maximum Compact Allowed : 30% x 12 : 3l0 (4) TOTAL PARKMIG PR01/tDED ■ 12 Accessible Parking = I van 1-25-02 9-10-02 6-15-02 1-20-02 1-15-03 TO 5-15-03 4-01-03 4-10-03 SITE PLAN �- RANCHES r SIGHT 14-5-2002 RArvisions per city 6-12-2002 Revisions per city 6-26-2002 Revisions per City 4 8-5-2002 Tres Preservation W J ..J W Q u W Y W r� ram-, R2 d" O 1 �K N G W 5l C: �7 JOB N BER- QO_�o DATE , SHEET Al 0 �O In '7 oP � O DICOW LEGEND DESCRIPTION NEW EXISTING STORM SEWER ----SD---- OVERHEAD POWER ----'--- FIRE HYDRANT f� WATER VALVIX g x CATCH BASIN STURM MANHOLE SEWER MANHOLE O POWER POLE -0- EXTRUDED CURB #-----t ---, CONC, RET, WALL NOTES INSTALL 6" 3 WAY TOPSOIL IN ALL PLANT AND LAWN AREAS. INSTALL 3" MED. BARK MULCH IN PLANT BEDS. PROVIDE ONE YEAR WARRANTY ON ALL PLANTS AND SOD, ALL SOD TO BE LOCALLY GROUJN. AUTOMATIC IRRIGATION SYSTEM TO BE IN5TALLED PER IRRIGATION PLAN. II TREE REFLAGEi" 1ENT CALC. III I TOTAL CUMULATIVE TREE CALIPER INCHES TO BE REMOVED 15 289', 289 DIVIDED BY 12 EQUALS 24. THIS REQUIRES THAT A TOTAL OF 24 REPLACEMENT TREES BE PLANTED, 24 REPLACEMENTS ARE PROVIDED THESE ARE NOTED IN PLANT LEGEND. SlGW DIST. TMANiG"S i PLANT LEGEND I ; 6' CHAINLW FENCE ME TyPE&- I i 80 PS SF WITH VINYL SLATS, EXISTING 310 SF. P=PII '�' „^ ` � „� ��, ,�, ,� 4 PINUS NIGRA AUSTRIAN PINE 6'-�' HT. 30' O.C. REPLACEMENT TREES v = VILLOW �-LIGN LAttN v CHAMOIS 1WIFE 6' CHAP INK FENCE AREA WITH VINYL SLATS, EX15TING PAIR 10' `� 1 ACCESS R,9:6 �1` ACER RUBRUM RED MAPLE 2 I/2" CAL. 30' O.G. REPLACEMENT TREES GATE �8• 45' l' n'-8 1/4' 42'-6 1/8" 9 �n T F; �xr CU CE m °' Il ; L IG � LWN RELOCATE Q e - FI YD T OIF in FUTURE 434 SF. TRIM UP RE BRANCHES _ REPLACEMENT TREES 2 1 �I A> FROM 3' O ' At SIGHT CHAMAECYPARI5 NOCTKATEN515 WEEPING ALASKA CEDAR 6' l' HT. 20, O.G. REPL LOADW3 OADING if • Z g ;, a ; s DETAIL _ L I TRIAP4C3L s. TO OCCUR IN EXISTING ' L05E iI "" SITE (FUTURE LAYOUT) `' 3'-4 6' � G RBAGE SHOP - 'I � v � ��� e, POLE PER CROSS -ACCESS — REENED $ Y '` w ENTRANCE a AGREEMENT F NCE ry. I 5lfl I (SEPARATE �j,� G PERMIT) I11 F . FU LIR ' ' SAL:, I `_' 1 13 LIQUIDAMBER STYRACIFLUA SWEETGUI`l 2 1/2" CAL. AS 5HOUN PARKING ISLAND TREES /9, LIGHT < REPLACEMENT TREES LABEL COMPACT STALLS I� lQ, IN UPPER CASE BLOCK G� 15 DER PAS 1 I --�-- 2 0P� 5 LtiERSTH t+ll1.. t AGT 0 EA " PANT ON EACH ACT Gq�P -5 ,A g'- ' x 26 SPACE PER AGd 18-51 6 (BX4) j9 woo �I LO L HT POST !� LIG V 35 MAHONIA AQUIFOLIUM OREGONGRAPE 5 GAL. 4' O.G. POND PERIMETER PLANTING { we BERBERI5 THUNB. ATROP. 'CRIMSON PYGMY' CRIMSON PYGMY BARBERRY 2 GAL, 3' O.G. BUILDING PLANTING - 12 l 1 -13/4' I T IS' 0' LAUJN LOCALLY GROU�N SOD WITH AUTOMATIC IRRIGATION SYSTEM. ,t , :n 0 L LIGf- p , 1?6 LIGHT w 10 THUJA OCCIDENTALI5 'SMAGARD' EMERALD GREEN ARBORVITAE 4'-5' HT 54B 3' O.G. GARB AREA SCREEN COTONEASTER DAMERI BEABBERRY COTONEASTER 4 POTS 18, D.C. GROUND COVER IN ALL PLANT BEDS TRIANGLE 5PACIW-s n a .ate VAN lm' 1.4GD AS REQ'D w L�AIIN 5-0 's 1 JOINT USE AGREEM 0 a AT NORTH PROPE g4' -0` L.F. ai L T N — � Q LINE DRIVES 1® _g 112' �5tOr1ER PAi® EACH iA 1 tO (6) SPACES .o a S �a 1 s LAWN 1 ` DECIDUOUS TREE illll.. ii 0 it 11g' -0 }.l � ^�� fo' E CN -6. E5 a , ,I w AY G (i > L ........... , „u��rttllil I�I�Illllllli PLANT PIT DICE i, ROOTS LLD C)1 LIGHT i9 � 15' • 1 3 01 GNAINLOCK, LOCK �1 1 ) tP 3'- (0' N �? • L SGA t STAPLE TO STAKE dIIII"I Ili CONIFEROUS TREE i v LIGHT Vlb' EAG Ilt. ;1 r. GE5 (2) 2x2 FIR STAKES���� N GA (N) MAIN 9k3HT DiST. pRIVEN TO REFUSAL 0 �til1#IH�ii II TI�lI�4W-"b SET PLUMB t INLti 2x2 FIR TREE STAKE ti DCr K r"• ""i o PLANT PIT TtiACE •,iglillIl�� I CNAINLOGK, LOCK 2" LAYER BARK MtlLCH c� , �,� ROOTBALL DIAM. yell 1 t STAPLE TO STAKE t TO 'F_'". 0 o . ttp IIIIIIIIIIt . L - a- p ago `� ` ` ltutni 2 BARK MULCH 2" DISHED EDGE c� _ tl t1 • :o ff 0 2" LAYER MARK III IIIIIIIIINIIIIIIII " t -, '(ED o � —PULL BACK BURLAP g9 M�1p Gl'1 C 6' E N _ ,. AGES � AND REMOVE WIRE 'mnluttll Yr� AR5 (�) fJP o °'° ?" DISHED EDGE o BASKET — 2" D15HED EDGE UNFOLD TOP THIRD D,15pLA`(� s / FOLD BACK TOP OF BURLAP t REMOVE cv LAW`i Cl-o u, 50/50 TOPSOIL/ THIRD OF BURLAP• WIRE 5A5KET o T SIGN ' NATIVE SOIL MIX 5PJ/5ID TOPSOIL( 1 AA 8'61 o C0 (SEPA PLANT PIT TWICE NATIVE SOIL MIX NATIVE TOPSOIL/OILMI TF� r o A N DIAM. OF ROOTBALL NATIVE SOIL MIX 7W " T LAM TREE DETAIL SHRUB PLANTING DETAIL GONIFEROU5 TREE 5T,4KING 1A T.S. N.T.S. N.T.S. o- LIGHT h o ° ' LAIN LAWN 41' - ., TYPE 3 LANDSCAPE PARKING LOT LIGHTING MAY NOT Record Drawing Certification 0 50' 01 EXCEED 1/2 FOOT CANDLE AT THE PROPERTY LINES PER ACC 1851.050(GI �� Dl=� These drawings conform to the Contractors n� Construction Records. BY: DATE: TOPSOIL B106WALE d POND NYDR05EED MIX Title/position- CURB ELYMUS GLAUCU5 41% T FE5TUCA RUBRA 40�e Confirmed by Gity DATE: A5PHAL DE5CHAMP5IA CAE5PIT05A 10% STATE OF wA tt�l g BECKMANNIA 5YZIGACF CIE 196 rrE�RE� LANOSCAt'E ARCHITECT G.R. BASE GLYCERIA OCCIDENTALI5 2qe PROJECT REFERENCE: 5EP0031-99 SEED RAT(: SLB✓I,®00 5F„ 10-20-20 AT 8 LB11,000 SF.,0� This plan sheet reflects the city of WOOD FIBER MULCH AT 2,000 LBIACRE WITH 'J' TACK RAVED B.• LOWMAN CERTIFICATE NO. 387 Auburn`s minimum landscape requirements. LANE)5GAI E FLAN APPROVED 5Y- CURB & PAVING SECTION DATE APPROVED: "1 " C1 N,T,S. File Name VALLEY FPONT I AC - BU I CK GMC Date: II -B-OJI Sheet C/O MR RON GLAUDON JR. Scale: 1' 20' L 3104 AUBURN UTAY N. Drawn By: D.B.L, LE "EStGN of EAU'r 8-1-02 REV. PER CITY COMMENTS AUBURN, U1ASH. W002 8-2-02 REV. PER CITY COMMENTS PH: (253) 833-2420 Approved By: 26007 NE 27th DR. REDMOND, WASHINGTON 980,53 6-11-02 REV. PER CITY COMMENTS FAX: (253) 539-4511 Revised: TEL. (425) 898-8833 FAX (425) 868-2I64 3-29-02 REV. PER CITY coMMENTS. t � p' t 11 -7 (.,Jv L.J 10 LEGEND DESCRIPTION NEW EXISTING STORM SEVER -------SD------- OVERHEAD POWER ------- OHP ------ FIRE HYDRANT Ak Q WATER VALVE Z S CATCH BASIN STORM MANHOLE SEWER MANHOLE O POWER POLE EXTRUDED CURB F--�--� CONC. RET. WALL AC PAVING CONCRETE LANDSCAPE i�1 RELOCATE FIRE HYDRANT (M50N JuWO VALVE 3(A 5Et FLU5H W11H FINI5H rAPJ E. FEC3C0 K)CI V.E C1 fCK VANE A56EMIX 517E A5 NOI- IP ON r M15. MJ\517 LNION SAME 517E A5 GCV, MA55 WLs. 5AML 517L A5 PCV 5CH80 90 ELL 5CHOO PVC NM. MCK Or TMATF1) LUMDLR MOCK. 5CHAO PVC 90 ELL. 6 C.F. 6pAVEL SUMP POWLE CI ECK VALVE A55EMM-Y MTAIL N.T.5, 5CI-il}O 90 N1 5CH80 NIPL. UNION 51-H40 OP WA55 5AML 9AZ f5 VALVE AU10MATIC COWPOI, VALVE A5 5FtCrUP. C V,50N StAWAiE'17 VALVV 13OX FLU5H W/ FINI5H c4pAm. Wl\lF- FOOF WIRE 5-LICN?5 W.. t'd tWLL` VAtMR Lr -141 1 WIM SPLICE ONLY IN OOX, tAFE t0 LNGEK51t7E OF MNN ¢ 5' O.G. &LOW 24" LOC I' Or IAW N VA W BOX AUTOMAVC CONTPO, VALVE PrTAIL N 'T,5, POP-UP OP, POtOP. 5PPINKLLF A5 5PLCIFILP ON PLAN 5NWG PIP- W/ c3Mi X 12 ILLS AJ12 MN EX 51V ELL At DA,L OF 5PFINY.LL"F, 5WN6FFL MIN, I(" LONG of TRIFLE SWING JOIN[ WIiH (5) MAPI.LX 5TFLET LLI,5 ANI7 ( 1) I2" Sc:H 80 PVC NIFL. CLA55 200 PVC LATERA.- UNL ANP 5CH h0 TEL 01? ELL T IFL-F 5WINCA .JOINT PI5EP A55EMN-Y RETAIL N.T.5, VW'EA111Er1MATIC 906E VfK JN VALVE MAI2KEK' 5Ef FLU5H W/ FINISH GFCVL. CLA55 200 PVC W/ CU" & F AMP BASE. MA55 MMAK tWAIN VALVE. 50180 WL5 MIN 3" LONG, 5CH 80 PVC 90 E11„ 5CH80 PVC NIFL MIN, 3" LONG 2 C.F. CAWM SUMP MIN. MANUAL PrIMN VALVr A55EMMY M1AIL N.1.5. LEGEND RAINBIRD 1800 SERIES POP -UPS, Co" SHRUBS, 4" LAWN, ON SWING PIPE RISERS, RAINBIRD 150-FEB CONTROL VALVES IN STD, BOX PER DETAIL. POLE ENTRANCE N 1 1/2' FEBCO 805Y DBL. GP<. VALVE A555Y. IN JUMBO BOX PER DETAIL. 51GN (SEPARATE PERMIT) RAINBIRD E5P-8LX+ CONTROLLER, WALL MOUNT, POWER BY ELECTRICIAN AS WELL (n� AS CONDUIT FOR CONTROL WIRES TO PLANT BED. RAINBIRD 33 LVC QUICK COUPLER ON GALV. TRIPLE SIDING JT t 33K, t SH-0 SWIVEL, 1 1/2' DEDUCT METER BY UTILITIES CONTRACTOR FOR IRRIG. 1 112" GRANE GATE VALVE IN 10' PIT BY UTIL. CONTRACTOR FOR IRRIG. P.O.G. _ _ _ _ _ _ _ _ GLASS 200 PVC LATERAL LINES AT 12" DEPTH MIN. UNMARKED PIPE 15 3/4' 2' GLA55 200 PVC MAIN AT IS' DEPTH MIN. NOTES INSTALL AUTO -DRAINS AT LOW POINTS OF LATERALS. PROVIDE ONE YEAR WRITTEN WARRANTY FOR ALL PARTS AND LABOR AT TIME OF FINAL WALK THRU. INSTALL MANUAL DRAINS AT LOW POINTS OF MAIN. ALL PIPE UNDER PAVING IN 5CH-40 PVC SLEEVE TWICE DIAM, OF INSERT PIPE. PROVIDE ONE SPRING 5TARTUP AND ONE WINTERIZATION AS PART OF THI5 CONTRACT. PROVIDE ALL PERMITS AND INSPECTIONS. IRRIGATION PLAN 15 SCHEMATIC. ITEMS INDICATED IN PAVING ARE TO BE IN PLANT BEDS - PROVIDE ACCURATE 'A5 BUILT PLAN' AT TIME OF FINAL WALK THRU. PROVIDE DRAIN VALVE KEY. SEE LOCATION OF IRRIGATION DEDUCT METER ON CIVIL PLANS. LOCATION INDICATED HERE 15 SCHEMATIC. A STATE REQSTERED LANDSCAPE ARCHITECT fRfRIGATION PLAN ° OWMM DAV10 B.' LOWMAN CERTIFICATE NO. 387 ',/ALLEY PONTIAC-BUICK-G"C Date: II-a-01 Sheet File Name G/0 MR. RON CLAUDON JR. Scale: I' ' 20 3104 AUBURN WAY N. Drawn By: D.B.L."'EStGN of EAGLE AUBURN, WA. 98002 PH: (253) 833-2420 Approved By: 26007 NE 27th DR. REDMOND, WASHINGTON 98053 � FAX., (253) 939-4511 Revised: -_,�-11-02,a-2-02 TEE. (425) 898-8833 FAX (425) 868-2164 n T1 1 CA i F° II i `./ + v Iv