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HomeMy WebLinkAbout05D17641 1 1[N ;40'3r E ' DETENTION Ktf.. MO. Mum vAt;ArON 1 • wii�ii WATER , ,I► , I IARK ma EX EDGE will Y t� i yy 3' '111AfryZy �-�/ IMI FBI lnf VICINITY MAP W N Z JwOI` SITE DATA WITS a Z , j Z N SITE AREA 163,915 SF. + 705.55 S.F. NET VACATtON/DEDICAnON, 3.78 AC c.X w Lo ZONING ......................... _MI (SITE k ADJACENT) OCCUPANCY B, , S1F1 ......................... CONSTRUCTION................... N SN O � SPRINKLERS ........ ...... .YES J .} m M SETBACKS (REWIRED}. S - u-] STREET 20' U SIB, STREET.................20' OTHER. ......... 0 TYP. SETBACKS (PROVIDED}. i 7,660 SF 36' _. __-�-- o % NORTH .. 65' ++ RRO W .... 1.s .. .65' + O.W. 1.55'' 3 o� � / ---. v}�-/-�- I .. /� son...........................1.5' ... 3' (+) .. 1.5' .., .. 3' (+) a '' 36' SUITE 101 INfXlESS-EGRESS GENERAL PLAN NOTES EAST..............44' (+) ... 44' (+).... 53' . i,..53' j Ts (2) 9'/10' 6 7,396 SF NEST ..... 68' + R 0 W. ......68' + R.O.W. .............44' (+)...................,, 44' (+) F-- m $ 49,OSS S.F. �.. T NEW LOT LINE k UTILITY 1. THIS DEVELOPMENT PROJECT SHALL CONFORM TO THE CITY OF AUBURN'S b /. EASEMENT FROM REQUIREMENTS AND BE IN ACCORDANCE WITH THE APPROVED PLANS. ANY (2) 9'/10' - LOT D TO LOT C CHANGES FROM THE APPROVED PLAN WILL REQUIRE APPROVAL FROM THE BUILDING AREA.....................16,129 S.F.. .. 19,JJ6 S.F.........14,979 S.F..................15,743 S.F. L J \ A NEW BUILDING TIC„ / OWNER. ENGINEER AND THE CITY. ALLOWABLE BUILDING AREA: NEW BUILDING °A71 "- 0_p.4`".�_� // 2. ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO THE •WASHINGTON B4SIC .. ....8,000 S.F. .....,.8,000 S.F...................11,000 S.F ........ _.....i...B4O00 S.F. �- /� .`2 INGRESS -EGRESS / 1112 29TH ST. NW / EX. ASPAHLT STATE DEPARTMENT OF TRANSPORTATION (WSDOT) STANDARD SPECIFICATIONS SPRINKLER INCREASE .._..JOOR. ....... 300X. ............ 301 ......................... 30OX Q 2820 W. VALLEY HWY, N. (y) g•/ip• &UTILITY EASEMENT ( I $ 14,979 SFSPRTRXLEREB- - - PARKING FOR ROAD, BRIDGE, AND MUNICIPAL CONSTRUCTION' (2000/LATEST EDITION), SETBACK INCREASE....,...(65' - 20') X_ ..........(65' - 20') X .........(53' - 20') X.,........(5Y - 20') X --I I 16,129 SF SPRINKLERED INGRESS -EGRESS FF = 60.00 EXCEPT WHERE SUPPLEMENTED OR MODIFIED BY THE CITYS PROJECTL� FF = 60.00 FROM LOT A TO & UTILITY EASEMENT 4` 2.St TOOL MAX 1.25X 50x MAX 251i 62Sfi 1.25X 41.25X Jp' I ' / - LOTS B, C k D (2) 9'/10' S ',. / SPECIFICATIONS MANUAL COPIES OF THE ABOVE DOCUMENTS SHALL BE ALLOWABLE AREA ........(8,000X2.0)3.0 .......,(8,DDOX1.50)3.0 ...,...(B,DOOX1.625)3.0........(8,000X1.4125)3.0 _ FROM LOT C 0 Ze i� AVAILABLE AT THE JOB SITE DURING CONSTRUCTION. / !y / ._ _ _ LOT C ' � •Ow � M /� �� � � � � ° a��469 SF 9012 -�_ 1, � � LOTS A, 8 &Ih,,.,,� 39,075 S.F, 6� � 3. A PRE -CONSTRUCTION MEETING SHALL BE REQUIRED PRIM TO THE START 4Q000 S.F. � 36,000 S.F. � 43,800 S.F. - 3J,900 S.F. R.O.W. 5' _ OF ALL CONSTRUCTION. CONTACT THE PUBLIC WORKS DEPARTMENT AT PERCENT SITE COVERAGE ......41% W z (1) HOUR FIRE -) Z �• d4.02' � '•. � 253-931-300 TO SCHEDULE A MEETING. PARKING REQUIRED # WALL W/ 30' � /44.02' 12'/14' sulm 10 j 4. LOCATIONS SHOWN FOR EXISTING UTILITIES ARE APPROX. THE CONTRACTOR OFFICE � r3 / PARAPET TYP, ..Z419 S.F./3W. 2,900 S.F./JOQ .....Z247 SF./J00. ... 2,]61 SF./300 "�J s NIEEL STOP 7,583 SF - IS CAUTIONED THAT OVERHEAD UTILITY LINES MAY NOT BE SHOWN ON THE MANUFACTURING .4,032 S.F./1,004 ... 4.534 &F./1,000.......3,745 S.F./1,DDO ... 3,935 S.F./1,000 O 3'/7' (1) HOUR FIRE DRAWINGS. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE WAREHOUSE/STORAGE S.F./Z000. 11,502 S.F./2,000....... 8,987 S.F./2,000 .. 9,446 S.F./2,000 w .... ....20 STALLS.......... .16 STALLS TYP. WALL ET JO' THE TRUE ELEVATIONS AND LOCATIONS OF ALL IMDERCROUND UTILITIES TOTAL ...... .......17 STALLS.....................17 STALLS 3 _ j H/C ASSESSIBLE 142, 44' 1 5 - - / ' /�, - PARAPET 12508 5 AND THE EXTENT OF ANY HAZARD CREATED BY OVERHEAD UTILITY LINES, PARKING PROVIDED.,, .- 30 STALLS, (2) H/C .20 STALLS, (1) H/C..25 STALLS, (1) H/C..18 STALLS, (1) H/C Q RAMP PER 0TL S 86'I5'01"E IDENTIFICATION, LOCATION MARKING AND RESPONSIBUTY FOR, BUILDING HEIGHT....... ...30.00' (t) cl- 4/C5 255.07 I - S OR ES, IS GOVERNED BY THE PROVISION # BASED ON 15% OFFICE, 25X MANUFACTURING, 60% WAREHOUSE y UNDERGROUND FACIJIIE UTILITIES. / // _ / T 125.19' OF CHAPTER 19.122 REVISED CODE OF WASHINGTON (RCW). PRIOR La•I - S 1.5' '� TO STARTING CONSTRUCTION, THE CONTRACTOR SHALL CALL ONE -CALL ( x v 1� - - 5' 19'! 40 4' S 8615'01•E (1-800-424-5555) FOR UTIITY LOCATIONS (WATER, SANITARY SEWER, OWNER INFORMATION PROJECT SURVEYOR / m Q SUITE01 EX. LOT LINE TO _ 194.19' STORM SEWER, GAS, POWER, TELEPHONE AND TELEVISION). o 9,279 SF BE REMOVED z6' - - _-� (-�� _ �: 1" =X. ASPAHLT 5. PRIOR TO THE START OF CONSTRUCTION A PROPOSED ROUTE AND MR. CHARLES TURBAK TJC SURVEYING ; + -- - -_ _ 'ARKING SCHEDULE FOR HAULING MATERIAL TO T14E SITE SHALL BE SUBMITTED 3402 W. VALLEY HWY N., /101 h11N: MR. TOM COIETn (~ F '� 10T B ,✓' +� 36' SUITE 101 TO THE CITY FOR APPROVAL IF THE CITY BELIEVES THAT THE PROPOSED AUBURN, WA. 98001 1189 MdaNLEY STREET la/ S O 7,778 SF (2) 9'/10' S HAUL ROUTE WILL ADVERSELY022 IMPACT THE STREET NETWORK, HAULING PH: (253) 939-1800 EN MCLAW, WA. 98 31 - 38,770 S.F. L z MAY BE LIMITED TO APPROXIMATE OFF-PEAK HOURS OR ALTERNATE FX: (253) 939-9398 PH/FX: (360) 802-OW /� �, (2) 9'/10' y ROUTES CELL' (206) 940-0253 -`° DOCK -HIGH l / l.,i..--'j 6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PUBLIC SAFETY ON AND LEGAL DESCRIPTION NEW BUILDING IIB11 b5 b 1 37,720 S.F. AROUND THIS PROJECT. PRIOR TO THE START OF WORK, ALL METHODS % STRIPE 65' m /' AND EQUIPMENT USED FOR TRAFFIC CONTROL AND STREET MAINTENANCE 2840 W. VALLEY HWY. N. L bOCK-HIGH - .i'i (2) 9'/10' EMERGENCY VEHICLE I - - -- - - � SHALL BE SUBMITTED TO THE CITY FOR APPROVAL CONTRACTORS AND LOTS 1 AND 2 OF KING COUNTY SHORT PUT SP-32-79, ACCORDING TO PLAi RECORDED 19,3M SF SPRMKLERED RUIN -AROUND RECIPROCATING 1►"rr-A � /- THEIR SURETY SHALL BE LIABLE FOR INJURIES AND DAMAGES TO PERSONS UNDER RECORDING NO. 7912260412 AS REVISED BY INSTRUMENT RECORDED UNDER 1 / / �' 60'00 PER C.O.A. STDS I F7'� INGRESS -EGRESS NEW BUILDING D i / AND PROPERTY SUFFERED BECAUSE O' CONTRACTORS OPERATIONS OR RECORDING NO. 8005080385. RING A RE-RECORD OF INSTRUMENT RECORDEDSURE 10 90288 _-_ "�_ EASEMENT 1124 29TH ST. NW S NEGLIGENCE CONNECTED NTH THEM. UNDER RECORDING NO. 8003130699; 10,057 F - - � BTWN LOTS B & b (2) 9•/10• 15,743 SF SPRINKLERED b i/; 7. ALL CONSTRUCTION SURVEYING FOR EXTENSIONS OF PUBLIC FACILITIES EXCEPT THE SOUTH 143.00 FEET OF SAID LOT 2 AS CONVEYED BY INSTRUMENT --- --I , FF - 60.00 SHALL BE DONE UNDER THE DIRECTION OF A WAWNGTON LICENSED LAND RECORDED UNDER RECORDING NOS. 8407230780 AND 8407230781; SURVEYOR OR A ' FIRE WPuLwI �/ `'I H/" I` r / 6. CERTIFIED DRAWINGSAREREQUIRED ro ACCEPTANCE. BYDINSTRUMENT RECORDEDEXCEPT THAT UNDER OF IRECORDINGD LOT I SNOSN 821ED050445 AND 86041TO THE CITY OF A1100RN W PARAPET 3 _ fffvp DURABLE METAL SIGN F- '2 NO UNATENDED 7,965 SF /: REFER TO THE CITYS •RECORD CONSTRUCTION DOCUMENT' HANDOUT. (ALSO KNOW AS PORTION OF CITY OF AUBURN LOT LINE ADJUSTMENT 84-293 N N 8615'pi' 2 s VEHICLES - FIRE ACCESS• (1) HOUR FIRE ° !� RECORDED UNDER RECORDING NO, 8502140516) � 164'65' (4) PLACES z d ' � wu.0 w/ �. 2°MAPLE PARAPET CONSTRUCTION SEQUENCE 6"MAPLE 2 ,� PARCEL NUMBER "MAPLE (EX. ASPHALT PARKING) ° A N ��5 D1• 1J0.62' 012104-9012 (LOT 1), -9028 (LOT 2) III,y. p 10"MAPLE o a 1. ATTEND PRECONSIIRUCTION MEETING NTH THE CITY OF AUBUIIN (C.O.A.). #r PAVING 514" L 10"MAPLE o 2. CLEARING AND GRADING LIMITS ESTABLISHED PER GRADE k FILL PLAN BY VERTICAL DATUM: SITE BE MARK } EX. BUILDING a"MAPLE o 20A.C.A. SECTION, _ _ 5"MAPLE r (+) POE ENGINEERING, INC. SEE GRA 0011-95 & FAC 0022-95, COPY OF m LIGHT HEAVY ION, -1 -I �_ Fe `F'JC- APPROVED PLANS ATTACHED. CITY OF AUBURN BM N0. 30-H, SURFACE BRASS PK NAIL IN THE CONCRETE WALK 1 ttl 3. CONTRACTOR SHALL VERIFY THAT ALL EROSION CONTROL DEVICES, CB MONUMENT AT THE SW CORNER OF SEC. 1-21-04 WM AT THE N.W. CORNER OF SITE, i PROTECTION, THE STORM WATER POND, ALL DITCHES AND SWALES AS ELEVATION = 59.61 FEET NAVD '88 DATUM ELEVATION - 65.20 FEET U)N SEE SHEET C2 FOR 94M BY THE GRADING PUNS ARE INSTALLED TO DIRECT ALL SURFACE NAVE '88 DATUM CONC, CURB RAMP & SIGN DETAILS I WATER TO THE POND AS CONSTRUCTION PROGRESSES. NO UNCONTROLLED Q N F, p SURFACE WATER SHALL BE ALLOWED To LEAVE THE SITE AT ANY TIME �N Df - - " DIMING THE GRADING aPERATIONS. SITE PLAN NOTES pF WASyVyc ; o ° °. 4. WORK WTHIN R F AN SHALL BE LIMITED TO 15 CONSECUTIVE DAYS. r ° ° ° ° _ � ( ANY) 1. FLOOR DRAINS NOT TO BE INSTALLED AT THIS TIME. E INSTALLED LATER THEY SITE PLAN CONTRACTOR SHALL COORDINATE NTH CITY OF AUBURN REGARDING TIMING. SHALL BE DIRECTED TO THE SAN, SEWER NA AN APPROVED OIL/WATER SEPARATOR. 5. FINISH GRADING, UTILITY INSTALLATION k BUILDING CONSTRUCTION MAY BEGIN. 2. OUTDOOR LIGHTING FIXTURES SHALL BE SHIELDED AND DIRECTED TO AVOID LIGHT i "_30 CONTRACTOR SHALL WATER THE STE AS NECESSARY TO REDUCE DUST SPILLAGE ONTO ADJACENT PROPERTIES AND AVOID CURE FOR MOTORISTS TRAVELING 270500 # << 4•- MINUS cRusHED COMPACTED SUB -BASE NOTE: REFER TO PREVIOUSLY APPROVED EMISSIONS AS A RESULT OF CONSTRUCTION ACTIVITY DURING DRY PERIODS. ON ADJACENT STREETS. ROCK ucHT secnoN, 6. OBSERVE REQUIREMENTS OF PROJECT GEOTECHNICAL REPORT DURING ALL 3. STREET CURB SHALL BE PAINTED NTH FORMULA WID-Y1, FIVE FEET FROM EACH SIDE �EWAL b ' 6' HEAVY SECTION VERIFY PAYING SECTION GRADING PLAN GRA 0011-95 ASPECTS OF PROJECT GRADING, FILLING, AND BUILDING SUB -GRADE OF DRIVEWAY. IN ACCORDANCE W/ ACC 18.52.050 (C) PARKING LOT LIGHTING MUST # LIGHT SECTION W PARKING NO SUBCRADE PREPARATION PREPARATION' NOT EXCEED N FOOT CANDLES AT THE PROPERTY LINES. EXPIRES 3 2005 REQUIRED BY SOTS REPORT. 7. CONSTRUCT UTILITIES k PERMANENT STORM CONVEYANCE FACILITIES -1 ( VA (ooe AREAS, HEAVY SECTION 0 SOILS REPORT SHALL GOVERN ND 8. COMPLY NTH THE GRADING, DRAINAGE k EROSION CONTROL NOTES IN THE 4. POST BUILDING ADDRESS W/ 18" HIGH LETTERS ON FACE OF BUILDING AS/IF REQUIRED TRUCKING AREAS k MAIN CONTINUOUS OPERATION AND MAINTENANCE OF THESE FACILITIES. BY THE CITY OF AUBURN. DRIVE AISLES OVER PAVING SECTION NOTED DESCRIPTION NEW EXISTING DESCRIPTION NEW EXISTING 9. PAVE SITE, CLEAN ENTIRE STORM SYSTEM, SWEEP STREETS AS DIRECTED BY 5. CONTRACTOR SHALL COORDINATE POWER, CABLE, PHONE k GAS SERVICE W/ UTXUTY DATE SANITARY SEWER -- -- - - -SS- - - THE C.O.A. INSPECTOR. PROVIDER. CONTRACTOR SHALL COORDINATE POWER, CABLE, PHONE & GAS SERVICE OCT 2003 %ice CURB & PAVING SECTION AC PAVING (LIGHT)ml 10. REMOVE EROSION & SEDIMENTATION CONTROL MEASURES UPON FINAL SITE LOCATIONS W/ DEVELOPER/BUILDING OWNER. C1 N.T.S. WATER MAIN W - - - - W - - - STABILIZATION k APPROVAL FROM CITY OFFICIAL, 6. IN ACCORDANCE W/ ACC 18.52.090(8)(4) ALL COMPACT STALLS MUST BE CLEARLY DRAWN BY DRAINAC PAVING (HEAVY) d. IDENTIFIED ON -SITE THROUGH PAINTING THE WORD 'COMPACT' IN UPPER CASE BLOCK STOR SD_ a GRAVEL„ DESIGN BY G.Mo LETTER USING WHITE PAINT ON THE PAVEMENT WITHIN THE INDIVIDUAL PARKING SPACE. UTILITY CONFLICT NOTE: FIRE WATER VALVE $ �° 5 A.F.P. CAUTION: THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION, DIMENSION, AND DEPTH WATER METER EE GONG. SIDEWALK 0 RECORD DRAWING CERTIFICATION PROJECT REF: FAC 03-0038, GRA 03-0036 JOB NO. FT OF ALL EXISTING UTILITIES WHETHER SHOWN ON THESE PLANS OR NOT BY POTHOLING THE UTILITIES CATCH BASIN ❑ LANDSCAPING iHESE DRAWINGS CONFORM TO THE CONTRACTOR'S THESE PLANS ARE "APPROVED" FOR CONFORMANCE 03-030 _ WITH THE CITY OF AUBURN ENGINEERING DIVISION'S AND SURVEYING THE HORIZONTAL AND VERTICAL LOCATION PRIOR TO CONSTRUCTION, STORM MANHOLE REV. DATE BY DESCRIPTION - rr CONSTRUCTION RECORDS. REQUIREMENTS �P a 1]/dT �' THIS SHALL INCLUDE CAWING LOCATIONS LOCATE 0 1-800-424-5555 AND THEN POTHOLING ALL OF GONG. RETAINING WALL �^P 1 O/15/04 G.MO PLAN GEC( REVISION ��ii / THE EXISTING UTILITIES AT LOCAl10Ni5 OF NEW UTILITY CROSSINGS TO PHYSICALLY VERIFY SANITARY SEWER MANHOLE C BY: ?�'/��/� DAiS; �/z�/.s WHETHER OR NOT CONFLICTS EXIST, LOCATIONS OF SAID UTILITIES AS SHOWN ON THESE PLANS KEYSTONE RETAINING WALL ulm.�d 2 02/13/04 G.MO PLAN CHECK REVISION / L ` ee ARE NOT GUARANTEED AND ARE SUBJECT TO VARIATION. IF CONFLICTS SHOULD OCCUR, THE EXTRUDED CURB TITLE/POSfTION APPROVED BY: l'�J_L r_ __ CONTRACTOR 94ALL CONSULT POE ENGINEERING, INC. TO RESOLVE ALL PROBLEMS PRIOR TO t FENCE -)t- J 07/14/04 C.MO PLAN CHECK REVISION PROCEEDING WITH CONSTRUCTION. PARKING QX ; CONFIRMED BY q TE; / 'F rs 335 I of ..i DATE APPROVED: Q407 osDI7611 SHEET INDEX SHEET TITLE DEVELOPMENT CIVIL PLANS C1 SITE PLAN C2 WATER & SEWER PLAN C3 STORM DRAINAGE & GRADING PLAN C4 SECTION & DETAILS CS SIlE SECTIONS, NOTES & DETAILS DEVELOPMENT LANDSCAPE PLANS L1 LANDSCAPE PLAN 11 IRRIGATION PLAN 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 POTHOUNG THE UTILITIES AND SURVEYING THE HORIZONTAL AND VERTICAL LOCATION PRIOR TO CONSTRUCTION. THIS SHALL INCLUDE CALLING URLJTY 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 ENDNERNG, INC. TO RESOLVE ALL PROBLEMS PRIOR TO PROCEEDING WITH CONSTRUCTION. LOCATED IN THE SW 1/4 OF SECTION 1, T21N, R4E, W.M. - - - AUBURN, WASHINGTON / EX. SSMH 407-16 SAWCUT, REMOVE AND STA 0+DO REPLACE EXIST. AC PVMT RIM-57 95 / / IN -KIND" PER AUBURN L GEND DESCRIPTION NEW EXISTING DESCRIPTION NEW EXISTWIC SEWER ONE _SS - AC PAVING (LIGHT) STORM LINE SD -;p--- WATER LINE -A-- AC PAVING (HEAVY) s FIRE HYDRANT !R II GRAVEL WATER VALVE j g WATER METER ® CONC. SIDEWALK CATCH BASK ■0 LANDSCAPING STORM MANHOLE SANITARY SEWER MANHOLE Q CONC. RETAINING WALL EXTRUDED an FENCE X4 �- PARKING O 8" N&S 10" W & E CTR. CHANNEL IE=49.29 r EX. 10' GRAVEL ROAD O STA. D+00 FIELD LOCATE EXISTING MAIN REMOVE EX. CAP & BLOCKING INSTALL (WITH CITY OF AUBURN) I-12"X8" REDUCER (MJXFL) © STA. 0+24 Nk G+60 INSTALL: 1-8" 45' BEND (MJXMJ) 1-CONC. BLOCKING O STA.0+66 (CNTR IN PLANTER) INSTALL 1-B'X8'X6' TEE (MJXFL) 1-6' GATE VALVE (FLXMJ) 1-6" F.H. ASSY. 1-CONC, BLOCKING WATER DATA TABLE O STA.0+" INSTALL• 1-8"X8"X8' G3tO5S (FLXM4 2-8" GATE VALVE (FLXMJ) O INSTALL # RISER AND OVA PER C.O.A. STDS AND SEPARATE SPRINKLER DRAWINGS BY OTHERS O STA.2+50 (CNTR IN PLANTER) INSTALL 1-8'X8'X6' TEE (M,OGL) 1-6' GATE VALVE (FLXMJ) 1-6' F.H. ASSY. 1-CONC. BLOCKING O STA.2+56 ® INSTALL INSTALL• 1-PIV 1-B'X8'X8" CRDSS 2-90' BENDS 1-8" CAP (MJ) I-CONC. BLO"G �1 INSTALL O INSTALL: 1-PIV 1-2" DUAL SERVICE, ® INSTALL, ((2 METER BOXES R 1-PIV (2; 114" DOMESTIC METER PER C.O.A. STD DTL ® INSTALL WATER-14, 1A' BUILDING SUPPLY 1-PIV 2-90' BENDS O INSTALL: # IA' IRRIGATION ® STA. 2+55 METER W/ DCVA PER C.O.A. INSTALL - STD, DTI. WATER-06 1-8"X8'X8' TEE (FLXMJ) (SEE LANDSCSAPE PLANS) 2-8" GATE VALVE (FLXMJ) 1-CONC. BLOCKING NOTES: 1. ADDITIONAL 9TTMGS & PIPE MATERIAL MAY BE REQUIRED. IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO PROVIDE THE NECESSARY FITTINGS AND MATERIAL TO INSTALL THE WATER SYSTEM. # 2. WATER METER SIZE AND SUPPLY LINE SHALL BE VERIFIED WITH DEVELOPER, SPRINKLER SUPPLY LINE SHALL BE DESIGNED BY SPRINKLER DESIGNER. CONTRACTOR TO VERIFY SIZE OF TEE & ONES W/ DESIGNER PRIOR TO INSTALIATION, CROSSING DATA TABLE 1O SS TOP = 51.24 WATER IE = 54.30 O2 SS TOP = 50.48 WATER IE = 54.25 3O SS TOP = 50.80 STORM IE = 52.88 O SS TOP = 51.54 WATER IE = 54.58 SO STORM TOP - 54.03 WATER IE = 54.75 © SS TOP = 52.25 WATER IE = 54.63 O7 SS TOP = 52.57 STORM IE = 53.42 N'B STORM IE = 53.57 WATER TOP = 55.38 STORM IE = 52.90 SS TOP = 51.23 CONC. WALK--/ PER PLAN n H/C RAMP DETAIL C2 N.T.S. w w REV. DAZE BY DESCRIPTION 1 01/15/04 G.MO PLAN CHECK REVISION 2 02/13/04 G.MO PLAN CHECK REVISION 3 07/14/04 G.MO PLAN CHECK REVISION WATER NOTES * I. INSTALLATION OF CORPORATE STOPS, WATER SERVICES, LINES AND METERS SHALL BE PER CITY OF AUBURN STANDARD DETAILS THE CITY WILL INSTALL THE METER. THE CITY MAY, AT THE CITYS OPTION, INSTALL SERVICES FROM MAN LINE TO METER WHEN THE EXISTING WATER ONE IS N AN EXISTING CITY STREET; ALL OTHER WORK BY CONTRACTOR. PLOWING SUBCONTRACTOR SHALL VERIFY THE ADEQUACY OF THE SUPPLY LNE (SIZE/PRESSURE) PROPOSED AND REPORT ANY CONCERNS TO THE ENGINEER PRIOR TO CONSTRUCTION. 2. SPRINKLER LINE, llf DOUBLE DETECTOR CHECK VALVE ASSEMBLY, PAMPER CONNECTION AND SUPPLY UE, AND BUILDING SYSTEM BY OTHERS. A SEPARATE DETAILED PLAN SHALL BE SUBMITTED TO THE CITY OF AUBURN BY THE SPRINKLER CONTRACTOR AND APPROVED PRIOR TO RKTALLATION, THE DESIGN SHALL INCLUDE THE ITEMS ABOVE AS WELL AS DETAILS FOR ROOOMG AND BLOOM VERIFICATION OF PIPES SHOWN a PIPE SIZES OTHER THAN THOSE SHOWN BY THE SIMMER CONTRACTOR. A POST INDICATOR VALVE WILL. BE INSTALLED ON THE SPRINKLER LINE TO ISOLATE THE SYSTEM FROM THE CITYS WATER SYSTEM WHEN REQUIRED FOR REPAIR. 3. PLUM PORT SHALL FACE STREET OR FIRE ACCESS, AND BE READILY ACCESSIBLE TO ANY FINE VEHICLE FOR FIRE FIGHTING AND PUMPING OPERATION. 4. PROVIDE HOSE BITS • PEW" OF BUILDING PER OWNER REOINNEMENTS. 5. FIRE LINES SHALL BE INSTALLED BY A WASHNGTON STATE CERTIFIED LEVEL "U" CONTRACTOR N ACCORDANCE WITH WAC 212-8D-010. 6. MINIMUM 42 RICHES (42') OF COVER OVER WATERLINES 7. BACKFLOW PROTECTION IS REWIRED ON FIRE SPRINKLER ONES. CENTER?�A WEEN tTHEVEPCEAOF THEP f INTERNATIONAL SYMBOL OF ACCESS SHALL BE WHITE ON BLUE BACKGROUND METAL SIGN, PANTED --L BLUE LETTERING ON WHITE BACKGROUND (SEE WASH. STATE AMENDS. 1106.16.4 FOR COARACTOR PREPORATION AND HEIGHT). # 04 PRESSURE TREATED POST CONCRETE SIDEWALK # ALT: ATTACH TO WALL PANEL , RECORD DRAWING MTIFICATION RESERVED PARKING e IMR IIM01M•N r•rr.� �rAI ACCOWtpL 6• SQUARE FOOTING H/C PARKING SIGN 02 N.T.S. i THESE DRAWINGS CONFORM TO THE CONTRACTOR'S CONSTRUCTION RECORDS. BY: 7'f 7 DATE: .r TITLE/POSITION CONFIRMED By CI D TE: jJD `DS PROJECT REF: FAC 03-0038, GRA 03-0038 THESE PLANS ARE "APPROVED' FOR CONFORMANCE WITH THE CITY OF AUBURN ENGINEERING DIVISION'S REQUIREMENTS CP 8/13/0 y APPROVED BY: L�.M.r, s-. & DATE APPROVED: fl is/o'j L4 1 Z a W M cl- W z N = ]C Q � FZ 3� N DATE OCT 2003 DRANK BY G.MO DESIGN BY A.F.P. ,108 NO. 03-OM SHEET NO. //� C2 LOCATED IN THE SW 1/4 OF SECTION 1, T21N, R4E, W.M. AUBURN, WASHINGTON STORM WATER DETENTION It WATER DUALITY FACILITY SDC A °� o DETENTION STORAGE REWIRED =......6.124 C.F. 0 6ti 6oR PROVIDED =...118,275 C.F. WETPOND STORAGE PROVIDED = .....9,600 C.F. ROUND SOLID COVER �_ TOP OF NETPOND = 52.50 I +- —� FRAME AND UDDER MARKED "DRAIN" �aA? /` NEW COMMERCIAL/ POND BOTTOM ....49.50 OR STEPS OFFSET SEE WITH LOCKING BOLTS, 12"IE ti + `?n I NTALL: GRAVEL RIM 60.Yt./ 0a �+ Y / INDUSTRIAL D/W EMERGENCY PUN VIEW ABOVE. h �a / PER C.O.A. STD. I FILTER WINDOW + PER DTL 4 C4 SPILLWAY ^1, DETAL TRAFFIC-10 / —;EL_— i o-a e 0 _ _ _ WEIR PER �� ^ 24•0 ACCESS EDGE t� - - -EX. D/W I - - - - +�^ 3 o EX. 1' TEL DTL 5/C4 +h TOP OF �B T TOP � 1P" A` HALT - - _ _ - �o DUCT ti''+ ,�5�'' RISER PIPE W _ W _ z - - - EX. D/W -T" SOC �. tRECFJ'-1Y..WJ 5`�,6 _ -ha P g 26' - e -'t �i', yV� - a z SMF DR-35 : B�.B!{- 5 - — - - - -CI ; _ U ,Z• GAP, RUBBER % N SB MD'37" E r 10 sS - - - - -7_'' - - - D.H \ GASKET SB 2t ,n I _ �� _ — — e eo KEYSTONE / N 5.40' o I / EX D 14 O _ - 10 SS - - - _ _ _ _ _ _- MONUM�E il' L1NE�-12 W •rti� _ _ m _ \ o r I I 3•X0.90 CAGE / WALL 1 82131A50443 I _ s - / BE RD/AOVEO - - - -!0" SS - �_ _ - fr — _ I �' 12' MIFT FA4 STAINLESS STEEL "`'e' ;7 -,0" SS - - �. --- / SUPPORT BRACKET .57' NOTCHED FROM POND NOTCHED SeCe C �A^ EX. �'01" E - - e - - - T- - SS'/Z WEIR/CUT-OUT _. - oa lE N 0173'S6--_-r._ W TURNBUCKLE WEIR CU• CIF, SWM 35 03' I scee E \ ��DMH F I I r I CONCRETE WALL ANCHORED TO 563i STANDARD GALVANIZED PER (MAX 2' SPACING). STEEL UDDER/STEPS �� I I H 15 �pR-3iej, Meg o SUPPORT. s a 12- o/c 0.5' A.C. OR PVC °asy� I 517E (BENCH h y' + + EtkAAG AS MANHOLE ADAPTOR WATER TIGHT .ry I MART( 45LF 12" PVC 9. a = 16 S1 I /� �`'( 1Z, CONNECTION LADDER RUNG Ex. EDGE J:1 G °j + I EX. D W OUT I 1 I ASPHALT. TEL /E' Z� ) —// 1 /� }, MH /� � •� , J 1 r RUT+/ PLAN VIEW I 1 I 2, IS, I / c° 6 c g, o^. + IE 52.i0 1FROM POND wAYSTONE / f 9.25 ,�` (S 86'IS'01" E) 11050', '+ s�H .-0 !■L 12• PVC 12" TEE, RUR =' IE 52.10.1,E 1 -2 I or ✓ ro� GASKET JOINTS ✓ TO REPLACE EXIST.. 6 a 104LF 12" PVC 182LF 12 PVC -S°/1'881501 ' S=ROltMll+. h20j, (REMOVABLE) I a" SDR-JS 0 TYP. TW 59.00 ( E 119.75 S 0115'01" E js y o SDR-35 0 ZM Og3°20 / r 1. PIPE SIZES t SLOPES: SEE PLANS. B" MIN• � 2. OUTLET CAPACITY NOT LESS THAN COMBINED INLETS 3. METAL PARTS: 6' PVC SDR-35 °' D.S. _ D.S. ---_! ZJ 6000 i. If PVC %; 0 EL 51.00 A) CORROSION RESISTANT OR GALVANIZED OR ALUMINIZED TYPE II I v� ROOF DRAINS ,`°�" 361 • _,� �O z ®.5875�,_ _. c SDR-35 0N}80%0""B/°fa 12' RUBBER B) IF GALVANIZED STEEL PIPE, HAVE ASPHALT TREATMENT I 0 0.5% (MIN.), _ 56.10 ~ I "` -- _ + 36 D.S. + 6' PVC SDR-35 ,yj M GASKET PLUG . • 4' o 93LF 12" PVC - ,° FRAME t LADDER OR STEPS OFFSET SO: 'EX. TRAFFIC / m o- + TYP. U.N.O. w J ROOF DRARIS �1 END WALL W/ 36"� ORIFACE A) CLEANQUT GATE IS VISIBLE FROM TOP I 6 SDP.-35 0 O5% 56.10 ti. B) CLMBDONN SPACE IS CLEAR OF RISER AND CLEANOUT GATE. LANE (TYP.) s 3 /I + 6 VALLEY 5a e 0 0.5% (MIN.), TOW = 59.00 C))))) FRAME IS CLEAR OF CURB VALLEY 0 56.00 �ti TYP, U.N.O."! RELEASE RATES DOCK -HIGH 0 56 00 309,. 3.OX �" " �� RIDGE 0 59.30 DESIGN STORM 0 (CFS) ACTUAL S. (OUTLET PIPE TMETAL O AIVE SMPE MOOOTH O.D. EQUAL TONECTS TO CEMENT CCONCRETE ONCRETE PIPIPE „< " n SD NEW BUILDING A G) v — DOCK —HIGH NEW BUILDING C y 2 R 1.43 1.43 LD. LFss w" ✓ � — 1112 ST. NW i I E%, ASPAHLT 10 YR 1.4J 1.43 8. CONFORM O CITY OF AUBURN SOS. 2820 W. VALLEY HWY. N. i' 5 ,75LF 8" DI ��• �/ �%5 '0 14979y4"' — - i •. 3 PARKING 25 YR 1.83 1.83 16,129 IF SPRINKLERED y TYP '� p D �q �- 75LF 8" 01. IF _ 60'� oti"'� � N 100 YR 2.27 2.20 / �, I I I ��� 'j �. '� >a FF = 60 00 .---<� o ®`'k3% �% a KEYSTONEHIG �. ^ �� SEE AUBURN SO 11 12' PVC •O,w SB' + DTL STDRM-07 p, t OlF / FOR Foom4c 9012 �s6.7s D s. SDR-35 • o.so% wAu 2 " DRAINS �� TYPE II-54 0 CONTROL STRUCTURE + 6D-QO 620E D.S.-` SEE AUBURN SO r 1 / Z I I �_ g 58.75 TYP'�4' /„ II� SCALE: 1.=2, FL 59.80 C5 C3 , �' '� r1 D7L STORM-07 WHEEL STOP FOR FOOLING o II I QT°a'-� I I 141ss' 6°' TYPICAL O.S. . • 1 TYR DRA01s �aa HIZ44 DOE +� - u 125.08' S 8815'Ol•E D. ��qr - 255.0T j ) V" "� %;I D.S. + j 125.19' - - 2X MAX. GRADE 0 STRIPED PEDESTRIAN DOWNSPOUT (D.S.) TYPICAL, - S 8615'011 I " I CONNECT DONNSPQUT S`b!I 0 0,5% $ H / + PATH, IYP. 60 00 194.19' 0 .�,� i1 I O TIGHTLINE PER DS -60Q 58.75 58.75 e �' DOWNSPOUT (D.S.) TYPICAL, ` DOWNSPOUT CONNECTION '36' . . 0 M 1✓.4 —\ CONNECT DOWNSPOUT 1DRLF 8" PVC DETAIL 3/C4 ceI -+ �o r /� SD I ,�'✓ rSDR-35 00.81E D•%°/70 - ' S6.10 ,e N, 1 + ' _ '6 _6 D.S. DOWNSPOUiEC011NECTION �. y 42 ALLEY 56, D DETAIL 3/C4 1 VALLEY _ Q� 0 56,00 91 6• PVC o DOCK -HIGH 0 56.00 3.09, (F. 33. X r7 SM-35 0 0.60% 3 NEW BUILDING "B" (D Sb SO DOCK -HIGH �w .. I l 2840 W. VALLEY HWY. N. ✓ rl - — — --��— _ y 19,33E IF SPRINKLERED 5' 75LF 8" of �d e. ✓ C? NEW BUILDING Q"— ! 1 yti Y FF - 60.00 0, 56,10 ® 0-5%e-571 " 90 75LF 8" O 1 5' ,3 =X. FO I + 1 �., ce / 0I TYP,. 0 1124 211 IT. NW �` S 1 1 e` '• 9D2'8 pS, �� o•56K, 8.10 15,743 IF SPRINKLERED' Mw I +�oti' - - FF 60.00 DS _ = 6, S. I + 56 75D.S.D. roo D oti 6" PVC SDR•AS ( g=66' PYC n by 6 ge ROOF DRAINS +j o ROOF DRAINS ���e 8615'01' W) 184 ' o- 0 0.5% (LAM,), /' S° 0 0.5% (MIN. I 1 6 6 h TYP. U.N.O. ), h ^12"MAPLE D.S 59,b +" + TYP. U.N.O. + 6 6"MAPLE 6"MAPLE I I u a�o .�yMN_t D.S. N 8615,010 c + (EX. ASPHALT PARKING) o^ 1 10"MAPLE r° ° 2'-3' 0"MAPLE o ++C5 .b 8MAP W WAKEYSTOfE EX. BUILDING r% BEN E LE 6'MAPLE 3' W INSTAL M CY h h RIP -RAP Ctl h 2� TRASH RAM COA - z^ 5p PER S10RM 09 EX, DITCH STORM DRAINAGE & GRADING PLAN IE=52.erLs 1 "=30' LEGEND DESCRIPTION NEW EXISTING DESCRIPTION NEW D051eAG SEWER LINE --- - -- - - - . - - - AC PAVING (LIGHT) STORM LINE —SD— - - - - AC PAVING (HEAVY) UTILITY CONFLICT NOTE: wATER UNE AVE GRAVEL 0 CAUTION: AG Z THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION, DIMENSION, AND DEPTH WATER METER CONIC. SIDEWALK 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. CATCH BASIN ■ _ LANDSCAPING THIS SHALL INCLUDE CALLING UTILITY LOCATE 01-800-424-5555 AND THEN POTHOLNG ALL OF STORM MANHOLE ® THE EXISTING UTILITIES AT LOCATIONS OF NEW UTILITY CROSSINGS TO PHYSICALLY VERIFY CONIC. RETAINING WALL WHETHER OR NOT CONVICTS EXIST. LOCATIONS OF SAID UTILITIES AS SHOWN ON THESE PLANS SANITARY SEWER MANHOLE ARE NOT GUARANTEED AND ARE SUBJECT TO VARIATION. IF CONFLICTS SHOULD OCCUR, THE FENCE—)4> CONTRACTOR SHALL CONSULT POE ENGINEERING, INC. TO RESOLVE ALL PROBLEMS PRIOR TO EXTRUDED CURB r� PROCEEDING WITH CONSTRUCTION. I EX, 10' GRAVEL ROAD 1Dw = 59.00 E% ASPAHLT •'� 's PARKING _ EXISTING 30' z EASEMENT 850214D516 TO THE CITY OF I AUBURN 3B8Lf 18" PVC SDR-35 0 0.3%✓ M M 112 I I O 59.80 FL 59.30 N RIDGE 0 0 59.30 END WALL TOW = 58.50 3 I I I I I I I REMOVABLE BOLLARDS PER C.O.A. SOA EX, 10' GRAVEL ROAD REV. DATE BY DESCRIPTION 1 01/15/04 G.MO PLAN CHECK REVISION 2 02/13/04 G.MO PLAN CHECK REVISION 3 07/14/04 G.MO PLAN CHECK REVISION Z 3 W 6 C) W W z CV ]C > Q C� WN 3 m N CATCH BASIN TABLE old EX. SDCB 'A', TYPE I Q1 CB 01, TYPE 0-48" 10 CB jIO, TYPE I W Z RIM = 65.03 RIM - 58..W. V P RIM - 5839 • W � Q 12" N t SE IE=60.83 IE _ m (rz IE - 54.54,ydC2'N,s J �6= Z�� �f�� IE• FFZ/CL'E) Z EX. SDCB 'B', TYPE I QTYPE�#'t" 11 CB j11, TYPE I RIM- 7.29 RIM - 5M f143 RIM- 58.80^'5�F Q 8' S. IE-52.79 IE = P.* 63•o3 IE - 55.00 • Z9 F'r Z EX. SDCB 'C', TYPE I Q CB /3, TYPE 11-48' Q CB j12, TYPE I Q RIM - 57,35 SOLID UO W/ GRATE Q 8' N IE-52.70 RIM - 58.30.40 RIM = 57.*-V,9 12' E 1-5240 IE = 5W *3•tt (12'1J) IE = 5416 • Z9 O /EET 52C 45)p16)-fl Z-7 EX. SDCB 'D', TYPE I O of ,, 012 13 CB j13, TYPE I N RIM-56.48 36" S IE-52.73 IE - 53.K.06l8E) J= 54 -190 EX, SDCB 'E', TYPE I Q CB 05, TYPE I 14 C8 P4, TYPE I RIM 5 t NE IE=52.05 RIM = 56.88.PS RIM - 58.79.66 12"IE - 534 r-f (ONO IE - 55.111 5 / EX. SOMH T~, TYPE h IE-(L"sf�NE)=54!NX, RM=57.H © CB 06, TYPE 1-48' Q OB j15, TYPE R-54- 15' NW IE-53.00 52.40 RIM 58.10hT6 " CONTROL 1 Ti11tE !V �N F. f O12' SW f 18' EAb IE=51.80 IE - 53.�O.X (0 N) RIM = 60.0./i K=e lW"NwJ•fj.�J E - 52.10•45 EX. SDCB 'H', TYPE I Q CB j7, TYPE I 8" W IEJ9 IE _ :sr...) 16 DO j16, TYPE 1-48" 8" W E=59.79 IE = 54.07 +f•5�/•37CD"SJ w/ SOLID LID 8 CB A TYPE I Ic•N.7yli'L+!151E = 57.00•� 1STE�" O RIM - 56.M.s/ E (12") = 52.f0.'�l 'aWIL E�•\ E = 54. .y/!D'4+!is) E (18•) - 51.10.93CW ) is=Pv- 5C6"SIp'f) IE Cn•). 52./?CAE) Q9 CS j9, TYPE I 1 CB 1117, TYPE I Nfo -t Ito l6mvp , .... RIM - 58.50.5E RIM - 58.M IE6_ 3. ,�"9) IE _= ISEJ DALE OCT 2003 n CONC. WALK/RAMP DETAIL r�E N Cew/? 15 A SH/ELo 14,v o FLOG✓ DRANK BY CS SCALE: 1"=10' COA/C45 rre4702 MOOED AS- ZFW G.MO uvi� ,uo. Z DESIGN BY A.F.P. RECORD DRAWING CERTIFICATION PROJECT REF: FAC 03-0038, GRA 03-0038 MR NO. THESE PLANS ARE "APPROVED" FOR CONFORMANCE 03-030 THESE NGS CONFORM TO THE CONTRACTOR'S WITH THE CITY OF AUBURN ENGINEERING DIVISION'S CONSTRUCTION RECORDS. SHEET N0. REQUIREMENTS BY: %17�.. 1. _.i� DATE: fs TITLE/POSITION APPROVED BY; r 3 CONFIRMED BY q E:� DATE APPROVED: � 13/0If V Pr 0 33 3oc 9 ~1%iat, c� 65' 67' .67' 10' 9' 25,67' 9' 10' PROPOSED BUILDING "C" F.F. = 60,00 42" BLACK VINYL COATED CHAIN LINK FENCE (TYP.) 60........................................ ' ,- .................................60 NORTH R 57.50 1.00' FREEBOARD 58........ 2B.TH... STREET... I � 58.00 W.S. 10'.......................................58 NA ELEV = 57.00 r B.O.F. 0 56 ........................................ /........................................56 43.67' CLR. CONCRETE RETAINING WALL PER Dn 3/CS BOTTOM LIVE STORAGE = 52.50 USTORAGE APPROXIMATE GROUND52........................................WATER ELEVATION.................................52 50........................................ ........................................ 50 49.50 B.O.F. 0 EL. 49.00 48................................................................................48 EXIST. GRADE 1.DO' FREEBOARD SB............ . _ MAX W.S. J �ELEV - 57.00 - 56 ..................................... STORM WATER DETENTION CONCRETE & WATER QUALITY' FACILITY ! RETAINING WALL PER AC=ROAD Dn 3(csROCK 54................ .................... SURFACING PER 53.50 C.O.A. SIDS. BOTTOM LIVE STORAGE = 52.50 52.50 TOP DEAD STORAGE - 52.50 52........................................ - - - GRAVEL FILTER - WINDOW PER DTL 4/C4 gp.. .......... ........................ _ --. BOTTOM 0 - EL 49.50 40...................................... .. --- ------ —� 57:.........................................................:....:....:........................:......................................................................:.........................................................................57 EXIST. GRADE Its' w� �5 W 54.... ........ ......... ...... ............................. ................... .e,...................:...................................................................................................... ...................:� 2i1 M B-VC 4'k 12" STORM 37 WrNEW SS NNMnp�3 Ly e), qc, vo R/AW • 5J. tL SM�LF A PVC /,- (S#N) • 60-" 0 6;5% 05/r/° /E (a+S) • So y7!...... STA. Q+97 .........:............... .......... NEW SSMH, STA. 2+42 ........ .........48 EX SSMH •407 16 . 6" FIT, SIDE SEWER TYPE I-48 STA. 0+00 STA. 0+93 IE - 50.73 RIM = 59.R0•N.5. RIM = 57.95 IE S8' N) • 51.40 -So 10" INA E CTR. CHANNEL B' LT, SIDE SEWER IE l6" E. W) - 511A • G! IE = 50,15 1E = 5031 :...............................1MtEW..e'..5. a..SDsB."ia............... ....................................... ................................................................................................................................. SEWER PROFILE SCALE: 1"=30' HORZ, 1"=3' VERT, UTILITY CONFLICT NOTE: CAUTION: THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION, DIMENSION, AND DEPTH OF ALL EXISTING UTILITIES WHETHER SHOWN ON THESE PUNS OR NOT BY POTHOLING THE UTILITIES AND SURVEYING THE HORIZONTAL AND VERTICAL LOCATION PRIOR TO CONSTRUCTION. THIS SHALL INCLUDE CALLING UTILITY LOCATE 01-9Oo-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 OATH CONSTRUCTION. 0.6T 9 30' 8' 5' ' 14.08_1 9' -t- 119.75' 2 T LOOKING NORTH a SCALE: 1"=20' HORZ. 1"=2' VERT. 36' B 5' MINIMUM 18" THICKNESS 1H'-4' WASHED _53.50 ROCK CORE 0 1 0 0 00.�1 SITE OBSCURBIG FENCE AROUND PERIMETER 55.50 L QUARRY SPALLS LAYER - " CELL POND ft • SO.OB 0 BOTTOM CELL POND BOTTOM-_-i i- lil_1 -i-z1I NOTE: "KEY" NOT REOURED _ POND BOTTOM POND BOTTOM (SEDIMENT STG.) EL = 49.50 7B EL=49.50 SECTION A -A (LOOKING NORTH) TOP OF BERM DIVIDING POND INTO TWO CELLS F A EL = 53.50 1-00.A SECTION B-B (LOOKING EAST) n GRAVEL FILTER WINDOW DETAIL S!,/ N.T.S .54 ;, ....................1.1.48 D.S. FASTNER— PER CONTRACTOR TYPICAL 8" PVC DOWNSPOUT APPROXIMATE (ROUND WATER ELEVATION 8" CONTRACTOR SHALL OM PROVIDE DIRECT TICHTLRNE TO HOOF DRAIN CONNECTION OR PROVIDE SLEEVE AS SHOWN W4AO1M ALLOW: FOR SETTLEMENT. CONTRACTOR SNALL COORDINATE W/ INNER REGARDING CONNECTION TYPE. SEE AUBURN FOOTING DRAIN \ / DETAIL: C(j\ STORM-07 FOR ROOF R FOOTING / DRAIN INSTALLATION N.T.S. BUILDING 1.5 LF 8"X6" PVC REDUCER / �6' ELBOW AS REO'D 5' PVC DRAIN PER PLAN, 45' MAX BEND N 5 LF, PROVIDE CLEAN -OUTS 0 ENDS OF COLLECTOR PIPE RUNS 9' I 0.50, TIN = 58.00— LL LV0 a e4 RETAINING WA 5 EMERGENCY SPILLWAY WIER c4 N.T.S. zo •� 04 bbJRI �L45M W zCD CD O _ 11 V f? Q C % Z LLj m ♦l- C) W LAJ 0 C) CV ]L r� Q 0- DATE OCT 2003 DRAWN BY ;) G.MO DESIGN BY Woof A.F.P. RECORD DRAWING CERTIFICATION PROJECT REF: FAC 03-0038, GRA 03-DOM JOB NO. THESE DRAWINGS CONFORM TO THE CONTRACTOR'S THESE PLANS ARE "APPROVED" FOR CONFORMANCE 03-030 REV. DATE BY DESCRIPTION CONSTRUCTION RECORDS. WITH THE CITY OF AUBURN ENGINEERING DIVISION'S cP e/1'/01 sNEETNo. 1 01/15/04 G.MO PLAN CHECK REVISION REQUIREMENTS BY: DATE: 312 d es' 2 02/13/04 G.MO PLAN CHECK REVISION TITLE/POSITION .0 APPROVED BY ��— _ r d �T 3 07/14/04 c.Mo PLAN cIIEOc REVISION CONFIRMED BY CITy� ATE• DATE APPROVED: P�frs/aT v ~n 1'i :y 55 12" STORM 42' BUCK VINYE COATED, T r CHAIN LINK FENCE, MAKE PROVISIONS IN TOP OF CONIC. WALL FOR SUPPORT EL - 57.00 MAX. .............................................................................................................................................................................................................................................................SE n SITE SECTION (LOOKING EAST) CS SCALE: 1"-30' HORZ. 1"-3' VERT. 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 DRA10D5 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 PODS, SHALL REMAIN IN PUCE UNTIL FINAL SITE CONSTRUCTION IS COMPLETED AND APPROVAL FOR THEIR REMOVAL HAS BEEN RECEIVED FROM THE CITY. 5. THE CONTRACTOR WALL BE REQUIRED TO WATER THE SITE, AS NECESSARY, TO REDUCED DUST EMISSIONS AS A RESULT OF CONSTRUCION 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 SEDMEN- TAION 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 W6THN TEN DAYS, FROM OCTOBER 1 TO MARCH 31, EARTHWORK ACTIVITIES SHALL BE CONOUCTED N STAGES N ORDER TO MINIMIZE SOIL EXPOSURE. EXPOSED SOILS WITH AN AREA GREATER THAN 50DO SQUARE FEET THAT ARE SCHEDULED TO REMAIN UNWORKED FOR MORE THAN 24 HOURS AND EXPOSED AREAS OF LESS THAN 5,ODO SQUARE FEET THAT WILL REMAIN UNWORKED FOR MORE THAN SEVEN DAYS SHALL BE STABILIZED IMMEDIATELY. 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 AND THE PROJECT GEOTECHNICAL STUDY REGARDING ALL PAVING SECTIONS, CONTRUCTION 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 AND APPROVAL PRIOR TO PROCEEDING WITH ON -SITE WORK. 3. GRADES SHOWN ON SHEET C3, UTILITY CONFLICT NOTE: CAUTION: THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION, DIMENSION, AND DEPTH BE ALL EXISTING UTILITIES WHETHER SHOWN ON THESE PLANS OR HOT 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 MEN 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 ENGINMI G, INC. TO RESOLVE ALL PROBLEMS PRIOR TO PROCEEDING WITH CONSTRUCTION. EX, GRADE 12" STORM J SITE SECTION (LOOKING NORTH) CS SCALE: 1"=30' HORZ. 1'-S V'ERT, REQUIREMENTS FOR EXPOSED SOIL STABILIZATION DENUDED AREAS AND SOIL STOCKPILES MUST BE STABILIZED ACCORDING TO THE FOLLOWING SCHEDULE, AS REWIRED 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 5D00 SQUARE FEET THAT WILL REMAIN UNWORKED FOR MORE THAN 7 DAYS SHALL BE STABILIZED IMMEDIATELY. STABILIZATION SHALL CONSIST OF MULCHING OR HYDROSEEDNG i 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 BE 120 LB/ACRE: UIEW APPMATION PROPORAdS BY IM 2 9ERIMINIAMON KENTUCKY BLUEGRASS 30% 85 80 (ADELPHL NO DR M012) CREEPING RED FESCUE 40% 98 90 (PENNLA'AN PERENNIAL RYE 30x 95 90 (QE88Y OR PENNANT 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, CUSS 'B' W/ OWNERS AUTHORIZATION) WITHOUT WASTE AS DEFINED IN WAC 173-304-100. SEE PROJECTS SOILS REPORT FOR FURTHER SPECIFICATION/ INFORMATION. EARTH WORK VOLUMES: *EST. CUT - 6,000 CY (NC.LIDNG STRIPPING) *EST. FILL = 2,500 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. 12' STORM DUST CONTROL NOTES 1. CONTRACTOR SHALL MINIMIZE THE PRO 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 DESIGNATED AND SHOW ON THE T.E.S.C. INNS TO PREVENT CARRYING MUD INTO THE 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 WINCH WILL BE USED BY CONSTRUCTION TRAFFIC SHALL BE KEPT CLEAN OF ALL MATERIAL DEPOSITS RESULTING FROM ON -SITE CONSTRUCTION. 6. MRMWUM OF ONE WATER TRUCK SHALL BE AVAILABLE ON -SITE AT ALL TOLES DURING CONSTRUCTION. 3 1 /4 X 4'-B' 0 12' O/C 3' CLR -J V-6• I •' 5'-2' T.W. - 59.00 SOUTH 58,00 NORTH, WEST END VARIES 15 0 12' VENT., 0 12' HORIZ. 18' MIN, 1'(+) WASHED ROCK BACKFILL 012'X VENT. 1'-10' ~ Oo (4) /4 CONT Fy = 60 KSI fc = 3,000 PSI 2,500 PSF SOIL BEARING REQ'D, SUBGRADE PREP. PER PROJECT SOILS REPORT 3 POND RETAINING WALL C5 N.TS. 4'-6- ow 44" MN. CLR. ., IV SEv f�9 REV. DATE BY DESCRIPTION 1 01/15/04 GAO PLAN CHECK REVISION 2 02/13/04 G.MO PLAN CHECK REVISION 3 07/14/04 G.MO PUN CHECK REVISION �:11111117sm: q 9 �4J 49.001 COMPACT SUBGRABE TO 90% DENSITY III UNYIELDING, EXCAVATE & RECOMPACT PER SOILS REPORT EX. S/W NEW KEYSTONE WALLS 3.0' (-) NORTH RAMP 4 SHOWN, SOUTH RAMP DETAIL SIMILAR C5 1'=10' 2"4 RAIL 1 IWO STD STEEL PIPE � 2'-0' HORIZ 0 54' O/C (4 MAX CAP IN RAIL) (2) /4 CONT. RAILING PER SECTION C-C 4.5' CONC. S/W k RAILING PER SECTION B-B SECTION A —A 1'=10' HANDRAIL AT LEAST ONE SIDE MUST EXTEND 12 INCHES BEYOND TOP t 23" BEYOND BOT. RISER 1 IN THE DIRECTION OF TRAVEL/ STAIR PER USC 1003.3.3.6 �2'0 POSTS 0 6' O/C MAX. —2' STD POE STEEL WARD RAIL, In SUBMIT SHOP DRAWINGS, MAKE PROVISIONS IN TOP OF CONC WALL FOR ANCHORING, DESIGN PER UBC SECTION 509 r 5' CONC. RAMP SLAB l a -=I 1 J 2 3 Z a W M III O J W W 0 z N � Y N (N W IV-- Z f� V J Z Q O ~ W H C:l V W O%d N W N F WALL PER 7/fE!-Y . SUPPLIER 1 3'-0' MAX. , DATE 9" OCT 2003 2i( Z DRAWN BY SECTION C—C c.Mo N.T.S. DESIGN BY A.F.P. RECORD DRAWING CERTIFICATION PROJECT REF: FAC 03-0038, GRA 03-0038 JOB NO THESE PLANS ARE "APPROVED" FOR CONFORMANCE 03-030 THESE DRAWINGS CONFORM TO THE CONTRACTOR'S WTH THE CITY OF AUBURN ENGINEERING DIVISION'S CONSTRUCTION RECORDS. SHEET 40, REQUIREMENTS CP 0/13/04 BY: %``rt� : �« ".kr DATE: a z TITLE/POSITION C. 5. APPROVED 05 CONFIRMED BY q ATE:3D-q DATE APPROVED:���� y w Ul fa I Me Name 1 ST. NW SITE D T LIGHT SEC„DN, n VING 5n SiTE �) SITE AREA .. �.. . 163,915 SF. + 705.55 S.F. NET VACATION/DEDICATION, 3.78 AC 3' HEAVYASECAON � _li _ 26TH S . I # n �-- — - - III — I ZONINST SETBAGS ' D, _.... MI (SITE t ADJACENT) SLOPE o NEW COMMERCIAL l < / INDUSTRIAL D/W STREET,,.. ...20' CONC. CURB z N.W. N j, / DETAIL TRAFFIC-10 SIDE, STREET 20' PER C.O.A. STD. 22ND i /r J0. �- ST. NW t ✓ _ _ - - - - EX. E/W EX EDGE AS?Nql 1 0 ' Ez, D/W # 4'-41MINUS CRUSHED COMPACTED SUB -BASE '� AUBURN STREET N"W / ,t a ROCK LIGHT SECTION, - �_ S 8677'26" E o z —�VACA�� 6' HEAVY SECTION VERIFY PAVING SECTION IS7H ST. N 58'40'37' E o STORM WATER DETENTION R.# AND SUBGRADE PREPARATION -� 5.40' - z !WATER QUALITY FACILITY ) UGHi SECTION 111 PARKING REWIRED BY SOILS REPORT. ,+ XE �S i;'e E� it REC. No. / EX D/W TO -� _ (934.86 SF. AREAS, HEAVY SECTION • SOILS REPORT SHALL GOVERN � r r� vA 1 821105044J REMOVED �- - - _ TRUCKING AREAS 3 MAIN OVER PAVING SECTION NOTED 11 illEX. DjW TO / \ BE REMOVED S 86IS'Ot' E - N 01'3S56' E - - DRIVE AISLES �� / L LANK LAM LAWN � s+w4 CURB & PAVING SECTION 35.03' 1 r �A O.W..i LAWN 1.398 Ct N.T.S. ' ,Y �i DEDICAnaN 40' R p; 0 — VICINITY MAP (229.31 SF.) OLF•L_ 10 �, NTS EX VW TO BE 8, TYP --� — 6 SF '• 9.1 ENLARGED AS I o¢xuwa nrt< - / AWN 9.25' 3:1 .... ,�Ex EDGE / / SHOWN A 20.02' 20.02' M� EX. D/W 's" u ASPEALT g I l 1i l� s To E oorao,an TIM 15 49.1 aS"el GGG ro �,truu� m rw TM a*sue[ 1 yyqq a.^' •,'; NY PLUM t INUN[ '• r (S 01—ty110. F I © - C CD 2• ura, SAN MULCH A croon, u w� STOLEoM STAM S 8675'01' E - �.-� INGRESS -EGRESS 55.04' 2' o 2oa2 r saa MLa / C EASEMENT FROM 3'/7' W I 1,212 88T5 E) . 5' •a Ntc ME r u+a e•eN r ona,m coat LOT A TO LOT B TY'P _ 2 u2Nc* 2' aco 2oa wsan roP Sao v T3TCP IP �: �"SUITE 3 - 10 °OqL /ppma M�nc saaaeewc 1 12'/14' ?� Hurt Prt nMo[ m m101i � 20 ' a CONIFEROUS TREE STAKING aaa 101 TYR 1 , rn�M. or aomeu� y 7,860 SF 38 zI 1 TREE STAKING DETAIL SHRUB PLANTING DETAIL D r �. ���� ��� C I � INGRESS -EGRESS n.va ati AWN 6' I 7silCL1� SF . ;� A;, • EASEMENT FROM M.va EX C TRAFFIC 1 m LOT D TO LOT C �/ _O (2) 9'/10' 1YP. W LOT LINE LANE (TrP.) � � I — 49,055 SF. 1 (2) 9,/10, o ., H/C I — _ ,,. 24 "$ I160.04' NEW BUILDING A" NEW BUILDING "C" 16,129 SF SPRINKLERED INGRESS -EGRESS ,_14,979 SF SPRINKLERED "' Le. AEoA,ri_i PLANT LIST LAM (2) B'/10' EASEMENT FROM I � FF �O.TIDPaRu� - — — -� .p.r FF = 60.00 INGRESS -EGRESS LOT A TO LOTS EASEMENT FROM (2) 9•/10• S SUITE B, C 3 D T C TO LOTS 000HIF 6,� 19' 24' 18 CELTIS OCgDENTALIS - HACK�RRY 2" CAL 30' O.C. STREET TREES g,46g $F�� i -� s D - -0,} Ij.O.W, 3B' � � � '' r R.0 W V $ I I r I (1) HOUR FIRE 12'/14' SUITE 102 r Ad WALL W/ 30' TYR 7,583 SF PARAPET WHEEL - '71.TYPAL (1) HOUR FIRE 141.98' TYPWALL W/ 30' —O— � CAL. 9AS SHOWN 68' I 141.44 PARAPET 1.5' CD i HOLD S 8615'01"E 1.5' 125.08' IZ � 255.07' O 125.19' I, I g 2 S 86'15'01'E 1.5 --¢-� \WINN l r l� d�wWIN - — L — a9 40 4' 19' 3 194.19' EX. ASPAHL- SUITE 103 EX. LOT LINE TO 9,279 SF BE REMOVED �� D I F — _ O PARKING ll b, D 36 — r 18 PINUS NIGRA - AUSTRIAN PINE 6-7' HT. B&B 30' O.C. CD n SUITE 10 H/C 3 3a 7� 7F. (2) 9'/10' / 7,778 SF L _ I I \ (2) 9'/10'0317q.2ROS. a 53' n n — DOCK -HIGH I 4 g HOLD 23 PRUNUS BURIANA - FLOWERING PLUM 1 1/2' CAL 30' O.C. e NEW BUILDING B STRIPE 65' ♦ 65 I DOCK-HKM i' 19,336 SF SPRINKLERED (2) 9'/10' EMERGENCY N I: I / RECIPROCATING — -" „ „ —ylCD 1' 8 i FF - 60.00 TORN -AROUND � INGRESS -EGRESS NKNEW BUILDING D t' 275 PRUNUS LAUR. 'OTTO LUYKEN' - OTTO LU'rKEN LAUREL 2 CAL. 4' O.C. PER C.O.A. SIDS -" 1 ��. EASEMENT 15,743 SF SPRLERED 51 MAHONIA AWiFOLIUM - OREGONGRAPE 2 GAL 4' O.C. S I 10SUITo 7 504 (90281 �J I BTWN LOTS B i D (2) 9'/10' FF = 60.00 b ® CD r r O ® 62 ILEX CORNUTA 'BURFOOI COMPACTA' - COMPACT BURFORD HOLLY 2GAL. 4' O.C. AWN ^ 3 (1) HOUR FIRE $qI 6' D �[YJJ.r--.Lf/3 M M N11 WALL W/ M. 3 TYP UR ABLE LLD SON 7,965 SF L ® 61 VIBURNUM DAVIDI - DAVID VIBURNUM 2 GAL. 4' O.C. ARAPET NO - FIRE ACCESS" (1) HOUR FIRE 1. S. (N 86'15'01' W) 164,65 2 2 (4) PLACES WALL w/ FIR LAM SOD LAWN, LOCALLY GROWN AS JB SOD R CD ALL PLANT BEDS.ONEASTER DAMERI - BEARBERRY COTONEASTER 4 POTS 18 O.C. ',1, E: i�,� --- - - - - .. S PARAPET OT AS REO'D. COi 1 i JI E"Ao_E d� _z�l �L8695'O1Y a� i, - N T • 1 d_ -_ iI f8 API-n I a _ r E EX. BUILDING 8'YAPLE / E"MAPLE 3' (+) NOTES EX. FENCE / L I INSTALL 4" COMPOSTED TOPSOIL IN ALL PLANT BEDS AND LAWN AREAS. LANDSCAPE PLAN BOLLARDS PER I PROVIDE ONE YEAR BARK WRITTEN WARRANTY FOR ALL PLANTS AND LAWN. C.p.A. SIDS. INSTALL 3" MED. BARK TO ALL PLANT BEDS. INSTALL AUTOMATIC IRRIGATION TO ALL LAWN AND PLANT BEDS. "=3O LEGEND �_ NO SUBSTITUTIONS WITHOUT WRITTEN CONSENT OF LANDSCAPE ARCHITEC � C,r! of e.,e•22�*L DESCRIPTION NEW EXISTING DESCRIPTION NEW —1/- OBTAIN ALL PERMITS AND PROVIDE ALL REQUIRED INSPECTIONS. Ci •. SANITARY SEWER 55 -- sS- - - GRAVEL WATER MAIN W' — - "+ - - - CONC. SIDEWALK STORM DRAIN --_SC__- FIRE HYDRANT C CONIC. RETAINING WALL UTILITY CONFLICT NOTE: WATER VALVE FENCE dF RECORD DRAWING CERTIFICATION PROJECT REF: FAC 03-OOM CAUTION: WATER METER J THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION, DIMENSION, AND DEPTH CATCH BASIN THESE DRAWINGS CONFORM TO THE CONTRACTOR'S THIS PLAN SHEET REFLECTS THE CITY OF OF ALL EXISTING UTILITIES WHETHER SHOWN ON THESE PUNS OR NOT BY POTHOLING THE UTILITIES EXTRUDED CUB CONSTRUCTION RECORDS. - AU RRN'S MINIMUM LANDSCAPE REQIMREMENTS. AND SURVEYING THE HORIZONTAL AND VERTICAL LOCATION PRIOR TO CONSTRUCTION. s. _9,,,,• S F WED THIS SHALL INCLUDE CALLING UTILITY LOCATE • 1-800-424-5555 AND THEN POTHOLING ALL OF - 4 THE EXISTING UTILITIES AT LOCATIONS OF NEW UTILITY CROSSINGS TO PHYSICALLY VERIFY BY: �" C i DATE: / a c, ' WHETHER OR NOT CONFLICTS EXIST, LOCATIONS OF SAD UTIUTIES AS SHOWN ON THESE PLANS APPROVED BY' (A— ARE NOT GUARANTEED AND ARE SUBJECT TO VARIATION. IF CONFLICTS SHOULD OCCUR, THE CONFIRMED O D BY L CONTRACTOR SHALL CONSULT POE ENGINEERING, INC. TO RESOLVE ALL PROBLEMS PRIOR TO CONFIRMED BY CI OB 13 2 PROCEEDING WITH CONSTRUCTION. REV. 1: REVISED TREES PER CITY COMMENTS DAIS APPROVED: , OWNER INFORMATION MR. CHARM TLIRBAK Sate: 1I" = 0' J( ss 1 LANDSCAPE PLAN 3402 W. VALLEY HWY N., 1101 Drawn: 1 = 30' _ EAGLE DESIGN LOf ALIBURN, WA. 98DO1 Drawn By: D.B.L. PH: (253) 939-1800 FX: (253) 939-9398 Approved Br. _ —�_ 26007 NE 27th DR. REDMOND, WASHINGTON 98053 Revwaed:2-10-04, 7-19-04 TEL. (425) 898-8833 FAX (425) 868-2164 ocv MpY File Name QR 11 1 . NEW COMMERCIAL/ w INDUSTRIAL D/W PER C.O.A. STD. I DETAIL TRAFFIC-10 z 1L— � 29TH � ---- ------ SITE DATA SITE AREA............................16b,915 S.F. + 705.55 S.F. NET VACATION/DEDICATION, 3.78 AC ZONING ,........ .......... ..,... ..... M1 (SITE ! ADJACENT) —� SETBACKS (REgRRED}• STREET ....................... ..20' SIDE, STREET ........ .......... 20' EX. D/W STREET N4W4 z a _ d Z EX, I I N 5B'40'31' E --------�-- S 8617'26' E REC. KEYSTONE/ No. I ( 821105D443-- - Ex. DIW TO L S 661"01" E - _ BE REMOVED N LN. SwA OF SWN II / (229.31 1� n&.) C I lol L 1, I I I I I ♦- M EXENLARGED AS I 49.1 " I EX. EDGE I I I 3:1 / ASPHALT I I I O „ 2_ l I I D 1 II I NC LV_ (D_ C ,. I 11 I 1 SUITE 101 12_ 1a 7.660 SF C 1 SURE 101 EX. TRAFRCI 7,396 SF NEW LOT LINE ANE (T P I ^I I INI I I NEW BUILDING "A" 12" 1 NEW BUILDING "C" 1 6 1 14,979 SF SPRINKLERED C 16,129 SF SPRINKLERED (2) 9'/10' I I FF - 60.00 FF - 50,00 I C Jo SUITE 102 7� I I �•= .JB' p! I C 8,469 SE0..W. ROW, -- ------ - NYC WAHOUR E I 44.02' I .�,0i r WALL W/ 30 7,593 SF / H / PARAPET I /b 1.5' I Q W3 7 141.96' O WALL/ 142,44' PARAPET _ 3 + O S 86'15'01"E 1.5' i 125... D9I _ 1.5' C 255.07' O 125.20' C h r I S 8615'01'E 1.5' SUITE 103 I t 1/2" 194.19' 9,279 SF _ � _ _ I �7 I SUITES0 778 3 H/C I T►I - I 37,7� 0 SM.F. NEW BUILDING "B" �, ,/4x 6_ _ C I tl O 19.336 SF SPR6MLERED (2) 9'/10' i — „ �� I NEW BUILDING D D ( j SUITE 104 1 15,74 F SPRINKLERED r I i 10,057 SF 9028 FF 60.00 O SIHT I --- (1) HOUR FIRE I --- - •`y1--- — E 104 r 7 I C _. I WALL W/ 30" I 31 7,965 SF PARAPET L. - - 11 (N 8615'01" W) 164.65' i 2 z 2 I _ I12"MAPLE 6"MAPLE 6"MAPLE _ C - _ (EX. ASPHALT PARKING)° -- - 0 10"MAPLE I^ MAPLE a 0 — — �L -l" EX. BUILDING 8"MAPLE 5"MAPLE 3' (+) 0 EX, FENC-- IRRIGATION PLAN 30'LEGEND �I DESCRIPTION NEW - EXISTING DESCRIPTION NEW SAMTARY SEWER —SS - Ste- - - GRAVEL WATER MAIN w - w - - - STORM DRAIN SD ---S)- CONIC. SIDEWALK UTILITY CONFLICT NOTE: FIRE HYDRANT sa CONIC. RETAINING WALL �--� WATER VALVE g FENCE CAUTION: WATER METER THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION, DIMENSION, AND DEPTH CATCH BASH OF ALL EXISTING UTILITIES WHETHER SHOWN ON THESE PLANS OR NOT BY POTHOLING THE UTIL117ES EXTRUDED CURB �-- 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. 1 �1 RIiWABLE I BOLLARDS PER C•A•A• STDS. , '^ INCH _ENGTH OF WIRE. COILED COILED WATER PROOF CONNECTION (1 OF 2) VALVE BOX WITH COVER, 12-INCH SIZE FINISH GRAPE/TOP OF MULCH REMOTE CONTROL VALVE: oIREt PVC SCH 60 NIPPLE (3-) PVC SCH 40 ELL PVC SCH 00 NIPPLE (LENGTH AS REQUIRED) PVC SON 40 MALE ADAPTER PVC SCH 40 TEE OR ELL PYC MAINLINE PIPE REMOTE CONTROL VALVE DETAIL JUMBO BOX DOUBLE CHECK VALVE ASSEMBLY i W/ FINISH GRADE GALV. 3" NIPL. (I OF 2) GAILY. UNION (1 OF 2) GALV. 99 ELL (1 OF 4) GALV PIP_ (TYPICAL) 'VC MALE ADAPTER IRRIGATION MAINLINE PIPE - GAIN, NIP_ TO SHUTOFF VALVE C' ' BACKFLOW PREVENTER DETAIL EX. ASPAHLT ® RAINBIRD 1800 SERIES POP-UP PER DETAIL PARKING !9 RAINBIRD 15OPES CONTROL VALVE PER DETAIL © RAINBIRD ESP12-LX+ CONTROLLER WALL MOUNT. H 1 1/2" FEBCO 505Y DEL. CHK. VALVE ASSBY PER DETII pd 1 1/2' CRANE GATE VALVE IN 10" PIT QO RAINBIRD 33LVC QUICK COUPLER PER DETAIL 2' CL200 PVC MAIN AT 18" DEPTH MIN. - - - - CL200 PVC LATERALS AT 12" DEPTH MIN, UNMARKED IS 3/4' NOTES EX, ASPAN(' NO SUBSTITUTIONS. PARKING ALL PIPE UNDER PAVING IS IN SCH40 PVC SLEEVE TWICE DIAM. OF INSERT PIPE. PROVIDE ONE WINTERIZATION AND ONE SPRING STARTUP AS A PART OF THIS CONTRACT, PROVIDE ALL REQUIRED PERMITS AND INSPECTIONS. PROVIDE ONE YEAR WRITTEN WARRANTY ON ALL MATERIALS AND LABOR. PROVIDE ACCURATE AS BUILT AT FINAL WALK THRU. INSTALL AUTO -DRAINS AT LOW POINTS OF LATERALS. IRRIGATION PLAN IS DIAGRAMATIC, MINOR FIELD MODIFICATIONS MAY BE REQUIRED, PLAN IS BASED ON 1 1/2' METER, 55 GPM AVAILABLE FLOW AND 50 PSI MIN. AVAILABLE, IF OTHER CONDITIOND ARE PRESENT, CONTACT LANDSCAPE ARCHITECT BEFORE INSTALLING.. INSTALL 1 1/2' DEDUCT METER FOR IRRIGATION P.O.C. (BY UTILITIES CONTRACTOR). POWER TO CONTROLLER BY ELECTRICIAN. ST. NW 291H SITE NW kk 16 7/ AUQU VICINITY MAP NTS FINISH GRADE/TOP OF MULCH POP-UP SPRAY SPRINKLER', RAIN BIRD 1804 OJ PC LATOK PRE �4 MM RRt INNER ASSEM Y, �S PC SCH 40 TEE OR ELL e q Z M POP—UP SPRAY OR ROTOR SPRINKLER DETAIL NOTE: PROVIDE QUICK COUPLER KEY 4: FINISH GRADE/TOP OF MULC- HOSE SWIVEL TO iR VALVE: QUICK COUPLER �pUICK-COUPLING / 10" VALVE PIT GALV, 3" NIPL. �3-INCH MINIMUM DEPTH O' c;�3/4-INCH WASHED GRAVEL CALM. STREET ELL CONC. BRICK S.e3i ���7I111 GALV, 12' NPL. GALV. STREET ELL PVC SCH 40 TEEOR ELL IU�1\ PVC MAINLINEPIPE GALV. E-L ---- -Yn o p'R W/ S.S. F'7 CLAMPS QUICK —COUPLING VALVE y F. 4M�\' g 06 RECORD DRAWING CER71CA71ON THESE DRAWINGS CONFORM TO THE CONTRACTOR'S CONSTRUCTION RECORDS, BY: DATE: —3r TITLE/POSITION CONFIRMED BY CITY DATE: OWNER INFORMATION I"—I'—L)' V MR. CVALEY WYN., BOele• 1" - 30 (II 340A W. VALLEY HWY N., �'101 \/✓jT EAGLE DESIGN IRRIGATION PLAN AUBURN, WA. 98001 Drawn �: D.B.L. PH: (253) 939-1800 FX: (253) 939-9398 Approved Dr. �—� 26007 NE 27th DR. REDMOND, WASHINGTON 98053 Reviwd:7-19-04 TEL. (425) 898-8833 FAX (425) 868-2164 9Ileet IR-1 or 1 OSDOW GENERAL CONSTRUCTION NOTES LOCATED IN THE SW 1/4 OF SECTION 1, T21N, R4E, W.M. 1. ALL AUBURN'SREQUIREMENTS AND SPECIFICATIONS. WORKMANSHIP MATERIALS TO THE CITY OF AUBURN, WASHINGTON 2. STANDARD SPECIFICATIONS SHALL BE 1994 APWA AS MODIFIED BY THE CITY OF AUBURN, INCLUDING AUBURN'S STANDARD DETAILS, SPECIFICATIONS, AND REQUIREMENTS. 3. A COPY OF THESE APPROVED PLANS AND APPLICABLE CITY DEVELOPER SPECIFICATIONS SHALL BE OBTAINED BY THE CONTRACTOR AND SHALL E ON -SITE DURING CONSTRUCTION. 6' WIDE OVERFLOW SPILLWAY RIM 4. A PRECONSTRUCTION MEETING WITH THE CITY OF AUBURN SHALL BE EX SS MH 0 53.75. 8" MIN. DEPTH OF IRE 8" REQUIRED PRIOR TO ANY SITE WORK. THE CONTRACTOR SHALL SCHEDULE I RIM 54.42 4" MINUS QUARRY SPALLS IE 12 AND COORDINATE THIS MEETING. MAIN CHANNEL IF 46.57 8' PVC N. S. IRE 12 5. PRIOR TO STARTING CONSTRUCTION, THE CONTRACTOR SHALL CALL ONE- / 12" PVC W, CALL (1-800-424-5555) FOR UTILITY LOCATIONS (WATER, SANITARY 12" PVC E. SEDIMENTAETEN71ON POND (9O'X45' SEWER, STORM SEWER, GAS, POWER, TELEPHONEAND TELEVISION). / EX CB 0 TOP, 75'X30' 0 BASE, 3:1 SIDE 6. DURING CONSTRUCTION, THE CONTRACTOR SHALL BE REQUIRED TO CONTROL RIM 53.72 SLOPES), TOP 0 54.0, BOTTOM 0 ON -SITE STORM WATER RUNOFF BY USING TEMPORARY OR PERMANENT IE 8" PVC N. 48.67 51.50, MAX WATER STORAGE 0 53.0 IN POND DRAINAGE EROSION/SILTATION CONTROL PROCEDURES. TRANSMISSION LINE R/W IE 8" PVC S. 49.04 4,125 CF VOLUME), OVERFLOW TO STREET 7. LOCATIONS OF EXISTING UTILITIES ARE APPROXIMATE. IT SHALL BE / \ j/3145666, 3266085, AND 5030748 IS 12' PVC E. 48.80 N THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE THE TRUE ELEVATIONS AND LOCATIONS OF ALL UTRI ILITIES, ON -SITE AND WITHIN SS MH W RIM 61.7 \ THE PUBLIC RIGHT-OF-WAY. $ \ W X W N o3 8. EXISTING PAVEMENT SURFACES SHALL BE SAW CUT FULL DEPTH WTH ¢- \ _ �1 STRAIGHT AND UNIFORM EDGES 12 INCHES OUT FROM THE EDGE OF SS 2___W W W EXCAVATION. ALL JOINTS BETWEEN THE NEW AND ORIGINAL PAVEMENT SS SS N 86'1457 SHALL BE PAINTED WITH ASPHALT EMULSION (CSS-1). / 55 S S - X 1,E IY" PVC - W W� EX" DI EX. SIDE SLOPE VARIES ti 56.0 / 3 SS SS W 9. THE CONTRACTOR SHALL INSTALL, RELOCATE, OR REPLACE ALL CITY OF s° o AVERAGE = 2:1 o EXIST 5' AUBURN SIGNS, AS SHOWN ON THE PLANS OR AS AFFECTED BY yy "' m SS SS (NO GRADING PROPOSED) ,/F 4 D� S/W / 145,SS SS CONSTRUCTION, PER THE CITYS STANDARD DETAIL N0. 1RSP-1 3 0" ••5 �. o�"W _ �" EX 12" PVCy�y SS 10. POWER, CABLE AND TELEPHONE LINES SHALL BE IN A TRENCH WITH A y5' rt- - 5tip POWER RISER MINIMUM HORIZONTAL SEPARATION FROM OTHER UTILITIES (SEWER, cr. UTILITY POLE "C'E" ' - y . __ 1 '-____ `--_SILIfENCE o y°'i - - EX 40' D W 0 0 -- POWER RISER WATER, STORM) OF FIVE FEET. / -�.,. 0 0--�---- ---------j (y0.. - - 9 11. ALL CONSTRUCTION SURVEYING FOR EXTENSIONS OF PUBLIC FACILITIES TACOMA WATER y 55 ' __ - UTLtT _ y SHALL BE DONE UNDER THE DIRECTION OF A WASHINGTON LICENSED LINE R/W 7402190093 3 jjj IRE= 3.0 IRE=52.75 0q°, o -_ •_..--�- _ LAND SURVEYOR OR A WASHINGTON LICENSED PROFESSIONAL CIVIL / / /-� 0) 55 --�. 54.0 ENGINEER. I GRAVEL CONST 0 � I SE1 = 2.40 TEMP. DITCH 1• 12. DURING CONSTRUCTION, ALL PUBLIC STREETS ADJACENT TO THIS "v / e'°' I ENTRANCE PER I I ®S = 0.5% o, ro PROJECT SHALL BE KEPT CLEAN OF ALL MATERIAL DEPOSITS RESULTING 3 / G2 CHECK DAMS 1i FROM ON -SITE CONSTRUCTION, AS DIRECTED BY THE CITY. l II "� ` \ 56.8 I EX CONC PAD PER DETAIL 2/GI N 13. CERTIFIED AS -BUILT DRAWINGS OF SITE IMPROVEMENTS ARE REQUIRED 3 / 155 ° Y I TO 8E REMOVED ,ti AND SHALL BE PROVIDED BY THE CONTRACTOR PRIOR TO THE DATE OF TRANSMISSION LINE / � I y � ya� 51.5 SUBSTANTIAL COMPLETION AND PRIOR TO PROJECT ACCEPTANCE BY THE / II. 125 " 4 CITY OF AUBURN REFER TO THE gTY'S 'CERTIFIED AS -BUILT 37th ST. N W. U 3c fy,,��n� 52.96 SITE y bb N. 48.61 9 " W. 48,52 29th ST N.W. ° E. 48.54 • rj Z ! . J 2 W ST ^^lA'\1 � REMOVE GRATES, EX STORM MH N.W. W Z N WRAP W/ MIRAFI RIM 53.82 O �n IRE 12" W. 48.55 �O (4) AND REPLACE, `V M in (4) PLACES IRE 18" S. 48.17 a 15th z IE 18" E, 4&02 °� EX SS MH �•(�/ v' N C,� EXIST 5' RIM 53.90 w W O x 00 B/W 8" SOUTH VICINTY MAP ¢ w so EXIST 12' WEST TUTS w 1NLy..� O( 12" PVC 12" EAST U 3 N W W W IEE= 4 CHANNEL SITE DATA a, w NN300 SS EX 10" PVC LOT AREA -------------- 3.75 AC (t) (163,323 SF) SS ZONING ---------------- M1 O coo SO gp ^ o S ,LL I TUG EX 18" GONG LEGAL DESCRIPTION Y v INSTALL BOLLARDS PER DETAIL 5/G2 EX. DRIVEWAY LOTS 1 AND 2 OF KING COUNTY SHORT PLAT SP-32-79 RECORDED UNDER BM /2 ' - - - - - - J I TOE OF SLOPE •0 4 REQUIREMENTS'. EXIST CONC I�i / } f L = SIDEWALK & 35 LF 12"4 TEMP - ZONING 54.1 TOP Of SLOPE EX IE - - ALL REQUIRED LANDSCAPING SHALL CONFORM WITH THE CITY OF AUBURN VERTICAL 3 I II / CMP, S = 1% I I - - 4 ' - ZONING ORDINANCE, SECTION NO. 18.50. CURB / p 15. FOR MANHOLE AND CATCH BASIN RIM ADJUSTMENT, MAXIMUM ADJUSTMENT / yti`? / IL' / EX TREE TO I 65 LF 12'125 20 LF 18"4 WITH BRICK OF RIMS AND CASTINGS SHALL BE 14 INCHES WITHOUT ' / - BE REMOVED / 4 PVC J / I ADDING NEW SECTIONS. Z SDR 35, S = 5X / ( � PVC SDR 35 16. ALL MANHOLES AND CATCH BASINS IN PUBLIC RIGHT-OF-WAY OR PUBLIC SEX PARTIAL HOUSE / JS '� GRAVEL BERM 6' S = 0.25% UTIUTY EASEMENTS SHALL BE ADJUSTED AFTER ASPHALT PAVING, AND QI ,� �? II; g / a / ROOF TO BE REMOVED WIDE 0 TOP, EL = CONFORM TO THE CITYS STANDARD ADJUSTMENT DETAIL NO. STFG-1. 3 1 II l h°` /---��- 52.50 W/ 1:1 SLOPES 17. ALL CONNECTION OF SDR 35 PVC PIPE TO MANHOLES SHALL BE MADE Z / li I J / y"° IE-51.52 10' BY USING A.C. OR GPK MANHOLE ADAPTERS, OR APPROVED EQUAL. t, / I; IRE=51.8 18. THE MAXIMUM LAYING LENGTHS SHALL NOT EXCEED 12'-6' FOR SDR 35 Z ' \ SLOPE ALL FI'y�/ °,g 30' EX SWALE PIPE. / ; �� GRADES TO �N'ALES 0SD y 19. BEDDING FOR PVC PIPE SHALL BE 5/8" MINUS CRUSHED ROCK, - / I' - _ & P°ND / IRE=52.0 FOUR INCHES UNDER, TO SIX INCHES MINIMUM OVER PIPE, AS PER v /,w `� / �ih \\ I TEMP CMP50 6 IRE=51.6 CITY OF AUBURN STANDARD DETAIL GEPT-3. Q ^'� / 20. BEDDING FOR CONCRETE AND DUCTILE IRON PIPE SHALL BE 5/8' MINUS I l ' rI I CRUSHED ROCK, SIX INCHES UNDER, TO SIX INCHES MINIMUM OVER THE II 5=0.50% / EX GONG PIPE, AS PER THE CITY OF AUBURN STANDARD DETAIL NO. CEPT-2. I,I PAD TO BEI FUTURE BUILDING •' 21. REFER TO AUBURN STANDARD TRENCH EXCAVATION AND BACKRLREMOVED 3 L DETAIL 4A / ' I NO. GEPT-1, GEPT-2 AND GEPT-3 FOR CONSTRUCTION PROCEDURE. 2(647 SF 22. ALL IMPORTED PIPE TRENCH BACKFILL MATERIAL SHALL BE CLASS "A' I54 1 y z 80' eo' FUTURE BUILDING BANK RUN GRAVEL, PER MODIFIED SPECIFICATION OF THE CITY OF AUBURN. FUTURE EDGE 3 /�,.,( 23. PIPE TRENCH BACKFILL MATERIAL WITHIN THE IMPROVED RIGHT -OF- OF PAVEMENT it UI(I L _ - _ 1 y�° SLOPE ALL FILL 26,575 SF z WAY SHALL BE 5//8" MINUS CRUSHED ROCK WHEN CONNECTION IS A � � ; GRADES TO y"'� � � PERPENDICULAR f0 THE CITY STREET. ' h \ \ SWALES & POND �ry 24. STREET CURB SHALL BE PAINTED WITH FORMULA WID-Y1 (YELLOW), FIVE / yo , EX �TRLEES TO \ 10 FEET FROM EACH SIDE OF DRIVEWAY. % s� SWALE TO POND BE REMOVED RI CB j RIM 59.84 / I'/- PER 1/G1, 0 5 .0 Ij STORM DRAINAGE PLAN NOTES IS 56.24 w /TI S = 0.57 TYP. N 1. REFER TO THE GENERAL CONSTRUCTION NOTES FOR GENERAL w \ REQUIREMENTS. ' EXIST F.H. 30' 20' 2. STORM LINES SHALL BE LAID TO THE GRADES AND ELEVATIONS J/ y�+m SHOWN ON THE DRAWINGS AND SHALL NOT BE CHANGED WITHOUT X TREES TO / I l 'IIIf Dy,�. SITE B.M./1 CITY OF AUBURN AND ENGINEER APPROVAL. / y° / \\f0' 30' 3. CONTRACTOR SHALL OBTAIN ANY NECESSARY STORM LINE CONNECTION REMOVED CTION ICI EX PARTIAL •m, PERMITS FROM THE CITY OF AUBURN PRIOR TO CONSTRUCTION. y EXIST , HOUSE ROOF 4. ALL MANHOLES AND CATCH BASIN IN PUBLIC RIGHT-OF-WAY OR / 7' S/W , I TO BE PUBLIC UTIUTY EASEMENTS SHALL BE ADJUSTED TO FINAL GRADE / I; _ REMOVED AFTER FINAL PAVING IS COMPETE, IN ACCORDANCE WITH THE' IRE= 4.5 CITY OF AUBURN'S STANDARD DETAIL NO. STFG-1. y° / ;� 125' N 8614'57- W 5. ALL STORM GRAIN INLETS SHALL HAVE STENCILED 'DUMP NO WASTE �, � IRE=52.40 2:1 DRAINS TO STREAM". (TYP) 54.5 1 0 5 4 125' N 86'14'57" W APPROXIMATE FILL/CUT QUANTITY & TYPE 1=5 .6 N IRE MINIMAL CUT/FILL IS ANTICIPATED TO BRING THE SITE TO ROUGH GRADES. 11y y - - _ a THE SITE WALL BE STRIPPED PER THE GRUBBING NOTES BELOW APPROXIMATELY 14 EX ASPHALT PARKING LOT 5(+) TO A 3" DEPTH AND SUITABLE FILL PLACED FOR THE FUTURE DEVELOPMENT. lM TRANSITION - ESTIMATED FILL QUANTITY IS 10,500 C.Y., ESTIMATED CUT QUANTITY IS 1,600 C.Y., I y CONTRACTOR TO VERIFY PRIOR TO COMMENCING FILL ACTIVITIES. SUBMIT SOURCE & yX�O GRADES C y^�° 5' HALL ROUTE TO CITY OF AUBURN & OBTAIN APPROVAL PRIOR TO PLACEMENT OR EDGE OF FUTURE FILTER FENCING PER 2/32 (tJ EXIST DIT rr PAVING/MANEUVERING 0 SOUTH R , MATCH EXISTING REMOVAL OF ANY MATERIAL AREAS GRADES 0 R B IS 49.0 SPECIFICATIONS FOR FILL EX. (3"-4") MAPLE TREES ALONG FILL MATERIAL TO BE CLEAN, WELL GRADED BANK -RUN SAND & GRAVEL. EX. 6' CHAIN LINK FENCE SOUTHERN PROPERTY UNE - 100% PASSING 4' SIEVE TO BE RELOCATED TO FENCE (APPROX. 8) TO - 25% TO 70% PASSING 1/4" SIEVE GRADING & EROSION CONTROL PLAN PROPERTY LINE. CONTRACTOR REMAIN (OWNERS OPTION) - 10% MAX. PASSING #200 SIEVE SHALL VERIFY FENCE LOCATION - - DUST RATIO - 1"=30' AND COORDINATE WITH OWNER - SAND EQUIVALENT = 35 MIN. LEGEND PRIOR TO DISTURBANCE EX 3' WIDE DRAINAGE DITCH SPECIFICATIONS FOR SOIL REMOVAL: ALL AREAS TO BE GRADED SHALL BE CLEARED OF VEGETATION, BRUSH, AND ANY OBVIOUS DESCRIPTION NEW EXISTING GRADING NOTES EXISTING DEBRIS, AND STRIPPED OF ANY TOPSOIL AND UNDERLYING SOILS THAT ARE STORM SEWER -Sp- SD SOFT, LOOSE AND/OR CONTAIN SIGNIFICANT AMOUNTS OF ROOT AND OTHER ORGANIC NOTE: PROPERTY LINE DATA & TOPOGRAPHIC INFORMATION MATTER. A 3" DEPTH OF STRIPPING IS EXPECTED, MORE OR LESS; HOWEVER, STRIPPING SANITARY SEWER -SS- SS 1. THE CONTRACTOR SHALL GRADE THE SITE TO THE GRADES SHOWN PER (BASED ON CITY OF AUBURN DATUM) TAKEN FROM SURVEY SHALL TAKE PLACE TO WHATEVER DEPTH IS NECESSARY TO REMOVE ORGANIC MATTER AND WATER -W - W THE DRAWINGS AND SPECIFICATIONS. THE CONTRACTOR IS RESPONSIBLE DRAWANG BY MR. WARREN T. LAY DATED 7/14/91. SOFT/UNSTABLE MATERIALS FROM BENEATH AREAS TO BE FILLED AND/OR PAVED. STRIPPING FIRE HYDRANT FOR FOLLOWING THE REQUIREMENTS OF THESE DOCUMENTS REGARDING SHOULD EXPOSE MEDIUM DENSE, STIFF, OR MORE COMPETENT, NON -ORGANIC EXISTING SOILS. ALL CONSTRUCTION METHODS, AND OTHER SOIL RELATED REQUIREMENTS, CATCH BASIN ■ p 2. THE CONTRACTOR SHALL SUBMIT A HAUL ROUTE PLAN TO THE CITY OF h S.�� AUBURN FOR RENEW AND APPROVAL PRIOR TO PROCEEDING WITH ON - STREET LIGHT m SITE WORK. CONTOURS -57- --se-- 3. FILL SHALL BE PLACED ALL SITE PREPARED PER THE GEOTECHNICAL REPORT FOR THE PROJECT. INFORMATION SHOWN ON THESE PLANS IS INTENDED SPOT ELEVATIONS y'Ye TO AUGMENT THE RECOMMENDATIONS IN SAID REPORT. WHERE A CONFLICT EXISTS, REPORT TO ENGINEER FOR CLARIFICATION. 22't W p_48 1 RECORDING NO. 7912260412 AS REVISED BY INSTRUMENT RECORDED UNDER y } LOCATE OVER EXIST PIPE RECORDING NO. 8005080385, BEING A RE-RECORD OF INSTRUMENT RECORDED RIM=54.0 UNDER RECORDING NO. 8003130699; 3 IE=48.21 EXCEPT THE SOUTH 143.09 FEET OF SAID LOT 2 AS CONVEYED BY INSTRUMENT EX. CB SOLID LID RECORDED UNDER RECORDING NOS. 8407230780 AND 8407230781; (REMOVE EX. PIPE AND EXCEPT THAT PORTION OF SAID LOT 1 AS CONVEYED TO CITY OF AUBURN C m TO SOUTH) BY INSTRUMENT RECORDED UNDER RECORDING NOS. 8211050445 AND 8604111100; Z • SAID SHORT PLAT BEING A PORTION OF THE SOUTHWEST QUARTER OF SECTION 1, L� �;• TOWNSHIP 21 NORTH, RANGE 4 EAST, W.M ALSO KNOW AS PORTION OF CITY OF AUBURN LOT LINE ADJUSTMENT 84-293 t-- RECORDED UNDER RECORDING NO. 8502140516.) C> NEW TYPE II-72- CB 02 Q LOCATE AS SHOWN SITUATE IN THE COUNTY OF KING, STATE OF WASHINGTON. Li RIM=54.5 Z Rq, J; IE=48.26 SOLID LID OWNER INFORMATION Q • 5 �` CASCADE MANUFACTURING CO., INC EX. GRAVEL MAINT. C/O MR. HENRY HEBERT m J ACCESS RD, 10'(3) WIDE. 3615 W. VALLEY HWY N., SUITE 101 W AUBURN, WA. 98001 r. EX 3' WIDE DRAINAGE DITCH W/ 2:1 (206) 931-8888 I SIDE SLOPES TO BE FILLED. U ai EX EVERGREEN SITE BENCH MARKS V) z TREE (TYP) Q N ' 1. EXIST FIRE HYDRANT AT SOUTH END OF WEST PROPERTY U LINE, NW CAP NUT WITH "X", ELEV 62.80 EX SWALE 2. EXIST STREET LIGHT ON SOUTH SIDE OF 29TH AT EAST END, r �? 1, SW BASE BOLT ON STANDARD, ELEV 53.81 3. CITY OF AUBURN SURVEY BENCHMARK NUMBER 30-1 S r ^i 10, 294 LF 57"X38" RAILROAD SPIKE IN POWER POE AT THE EAST SIDE OF y CMP ARCH PIPE sl WEST VALLEY HIGHWAY, FIRST POE SOUTH OF 29TH STREET NW y° yti S=0.25% >R MAINTAIN V MIN. EL-61.18 COVER OVER TOP '• tja n ^� OF PIPE, FLAG LOCATION (ASPHALT SLOPE GRADES/FILL TO Z "`.. SWALE TO POND TREATMENT � OR _L _ SWAES _ - C� ( t" BETTER INSIDE & PER 1/01, S = 0.5% OUTSIDE OF PIPE) -" -_ _ ` 2�� - A - 1 o FILTER FENCING PER 2/G2 SLOPE UNIFORMLY C� 0 EAST R , MATCH EXISTING TO POND GRADES 0 R , SWALE SECTION 4$ o EX 30' EASEMENT GI NOT TO SCALE 8502140516 TO THE (D � CITY OF AUBURN 3' 3' Z_ Z •' NEW 10' WIDE MAINTENANCE ROCK CHECK p C) A GRAVEL ACCESS RD. USING SWALEDAM FLOWLINE C� 4" COMPACTED CSTC OVER r COMPACTED BASE CD EX DITCH EASEMENT 1.5' ° ° ° 8502140516 6 1.0 g 0.5' MIN KEY ROCK INTO 5' TO TRANSITION SWALE 0.25' (MIN) yM GRADES SWALE ATROCK CHECK 1. 5 MN SUMP BEHIND ROCK CHECK DAM SHALL BE INSPECTED ��W F, P, : ( ° DAILY, AND CLEANED WHEN ! �F WAS,, 10' COLLECTED DEBRIS EXCEEDS ei• FLOW 8-�° 1h OF ITS DEPTH x .;yti y z ytia LKEY ROCK INTO SWALE 025' (MIN) NOTE: 9XrC/ E O �v PROVIDE RIP -RAP PAD & 0.5-1.0 ROCK SHALL BE 4' MINUS 'bNAL E' TRASH RACK 0 SOUTH END QUARRY ROCK. 20'(3) PER CITY OF AUBURN SIDS. ROCK DAM X-9ECTION E)PRES 3 997 PIE ENDS 5' NORTH OF SOUTH PL 2 ROCK CHECK DAM DETAILS GI N.T.S. DATE SEPT 1995 EX 10' (f) WIDE GRAVEL ACCESS ROAD. SWALE SLOPE CHECK DAM SPACING DRANK BY O - 5% 150' S.S./G.MO FAcoozz-lt5 GRA 0011-95 OVA> 5 - 10% 100' DESIGN BY 10% 50' AFP TOP ELEV. ._. I 53.25 54.0 MIN. 1L ° WATER TIGHT . ° SEAL 12" PVC SDR 35 "0" ALLOW. = INV. ELEV. ° 0.54 CFS 51.50 12"02'x12" PVC TEE RUBBER GASKET JOINTS 12" RUBBER GASKET PLUG W/ 4" ORIFICE HOLE , (2 YEAR RELEASE RATE) 1. PROVIDE A RIPRAP LINED SPILLWAY ABOVE STANDPIPE DIRECTED TO 29TH ST NW. (ELEV. 53.75) 2. MAX. ESTIMATED HIGH GROUND WATER ELEVATION 49.5 FILTER FABRIC 48" CMP STANDPIPE PROVIDE SILT MATERIAL MIRAFI OPEN TOP, CLOSED BOTTOM FENCE AROUND 140: BIDIM INCASED IN CONCRETE CONTROL STRUCTURE OR AS APPROVED BY CITY OF AUBURN TOP OF PONDING TOP ELEV OFFICIAL 53.0 54.0 MIN. �ELEV. STAPLES OR WIRE = W.S. EL FOR 25YR - 24 HR RINGS (TYPICAL) STORM EVENT W/ 2 YEAR RATE 1W WASHED ROCK BOT. OF DESIGN XRELEASE GRAVEL CONE PONDING ELEV. 5150 I II 0.5'X8'so X SUMP 1' DIA. TYP., 40 HOLES MIN. 0 10" O.C. PERFORATIONS SHALL BE LOCATED WITHIN THE LIMITS OF THE GRAVEL CONE 6" CONC. BASE SLAB ON COMPACTED GRAVEL BASE 51.00 2"x4" DOUGLAS FIR #1- (OR EQ.) 0 4'-C O.C. ELEVATION (ALT. STEEL FENCE POST) NOT TO SCALE E 2%2"04 GA. WELDED WIRE FABRIC OR EQ. m b u - BURY BOTTOM OF FILTER FABRIC MATERIAL IN 8" x 8" TRENCH FILLED WITH 4'4 TO 114 WASHED GRAVEL. EWLY GRADED OR ISTURBED SIDE SLOPE FILTER FABRIC MATERIAL WASHED GRAVEL BACKFILL 1 OR 4" f0 6" MINUS QUARRY SPALLS x 4" D.F. io M N REQUIREMENTS FOR EXPOSED SOIL STABILIZATION DENUDED AREAS AND SOIL STOCKPILES MUST BE STABILIZED ACCORDING TO THE FOLLOWING SCHEDULE, AS REWIRED BY THE TYPICAL CROSS SECTION BUILDING OFFICIAL: 8" 1 WEST R WEST VALLEY HIGHWAY 60 .... I ...... .. .......... ........... .. .._.... .,... ._.... ....... ....... ....... ...... ........ .,....... _ .. ..... ............. ...... .... ...... .. 10 59 ...... 11.............. ..... . .. ....... ....... . _ ........ .... ........ .. .. ._.. ...... .._ ....... ....... ............... .-......... ........ .. GRAVEL ANCE 58 .. .... ... ...... .........._ ......._ ....._......... ........... ......._. .. ..., �..._. ........ ...... .._................ .. ......._............,...........,.. .....,,. ....... .........._ ..... ACCESS Ro. ........... 57 1 ROUGH, FILL56 ... GRADES 55 I .,. 1.. ... .. lvhl� .............. .... TO DRAIN...r2R 54 .. .... ... .,.... .._, .... ..... -�SLOPE .... ..,. _. _.. ._.. ..... _... .... TOW%DS TEMP,DIT,G53 0 2 MIN ..... $WALE TO POND.. EXIST GRADES-- - �; ._ -.... .-.1 ..... PER 1 G1 52. ...._... .... .... ..../ ... .. ... .... _.... ...... .r.. �... -_ r� ..._ ...... .. .... 51 ..... ..... ........ .......... .......... ... .. . �_. _._ .. .......... ......_ . 50 LF 12" TEMP I CMP 0 0.50% MIN. ' SITE SECTION A -A 1 SCALE: 1"=30' HORIZ 1"=3' VERT 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 STABIUZED "THIN 10 DAYS, 2. FROM NOVEMBER 1 TO MARCH 31 ALL EXPOSED SOILS AT FINAL GRADE SHALL BE STABILIZED IMMEDIATELY USING PERMANENT OR TEMPORARY MEASURES. EXPOSED SOILS W1TH 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. STABIUZATION 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 PERCENT PURITY PERCENT GERMINATION KENTUCKY BLUEGRASS 30% 85 80 ....80 (BDELPHL BARON OR 1YLKIND) 5 EAST R CREEPING RED FESCUE (P N WN 40% 98 90 .,_,.. 59 PERENNIAL RYE (DERBY OR PENNAN 30% 95 90 5(L7 FENCE 57 ...,,, PER 2/G2 56 ............. SEE DETAIL.. I. _...... 4 54 I Gz 1" 0 45 DEG. CHAMFER ALL AROUND TOP PAINT TOP 5" WHITE ALL AROUND 52 tk' 0 45 DEG. CHAMFER ALL EDGES NEW 57"X38" CMP ARCH" PIPE (BYPA36) F-10' (t) 7W X 7W CEDAR POST Yl CHAMFER CONCRETE IF CRUSHED SURFACING 2• MIN. BERM 6" CONCRETE ENCASEMENT W/ 8144" OPNG IN CNTR (CLASS A CONCRETE) CRUSHED SURFAC ___............ n, ,.� ........... .......... _.... .......,..., ........ .... ....... 46 DENSITY PER ASTM D-1557 NEW 57 X38 CMP MODIFIED PROCTOR) 'ARCH" PIPE (BYPASS) SITE SECTION B-B 5 r41 (TYP.) BERM DETAIL SCALE: 1"=30' HORIZ G2 SCALE: 1"=30' HORIZ G2 NOT i0 SCALE 1"=3' VERT 1"=3' VERT EX 3' WIDE DRAINAGE J DITCH TO BE FILLED SITE SECTION C-C n SCALE: 1"=30' HORIZ G2 SCALE; 1"=30' HORIZ 1°=3' VERT 1"=3' VERT AAC oozz-415 CONSTRUCTION SEQUENCE 1. SUBMIT SOURCE OF FILL & HALL ROUTE TO THE CITY OF AUBURN FOR APPROVAL. 2. SCHEDULE AND ATTEND A PRECONSTRUCTION MEETING WITH CITY OF AUBURN OFFICIALS. 3. ESTABLISH CLEARING AND GRADING LIMITS. 4. CONSTRUCT TEMPORARY CONSTRUCTION ENTRANCE & INSTALL FILTER FABRIC FENCE 5. INSTALL CB #1 WITH 18' & 12" PIPE, CB 12 WITH ARCH PIPE, MAKE CONNECTION Ti EXISTING DITCH & BYPASS FLOWS. 6. CONSTRUCT PERIMETER DITCHES AND OTHER EROSION CONTROL DEVICES AS SHOWN. 7. CONSTRUCT STORM DETENTION/SEDIMENT STORAGE AREA (CONTROL AND STORAGE) FACILITIES, PROVIDE EMERGENCY OVERFLOW AS APPLICABLE. B. ALL DITCHES AND SWALES AS SHOWN SHALL BE PROVIDED TO DIRECT ALL SURFACE WATER TO THE DETENTION/SEDIMENTATION POND AS CLEARING AND GRADING PROGRESSES. NO UNCONTROLLED SURFACE WATER SHALL BE ALLOWED TO LEAVE THE SITE AT ANY TIME DURING THE GRADING OPERATIONS. 9. GRUBBING & GRADING MAY BEGIN. 10. COMPLY WITH THE GRADING, DRAINAGE & EROSION CONTROL NOTES IN THE CONTINUOUS OPERATION AND MAINTENANCE OF THESE FACILITIES. 11. REMOVE TEMPORARY EROSION & SEDIMENTATION CONTROL MEASURES ONLY UPON CITY OF AUBURN APPROVAL GENERAL CONSTRUCTION NOTES FOR GRADING, DRAINAGE AND EROSION CONTROL 1. WITHIN THE CITY OF AUBURN, ALL REWIRED DETENTION, SEDIMENTATION AND EROSION CONTROL FACILITIES MUST BE CONSTRUCTED AND IN OPERATION, PRIOR TO LAND CLEARING AND/OR OTHER CONSTRUCTION ACTIVITIES, TO INSURE THAT SEDIMENT -LADEN WATER AND STORM DRAINAGE RUN-OFF DOES NOT IMPACT THE ADJACENT PROPERTIES OR THE NATURAL DRAINAGE WAYS. 2. THE DETENTION, SEDIMENTATION AND EROSION CONTROL FACILITIES DEPICTED ON THIS DRAWING ARE INTENDED TO BE MINIMUM REQUIREMENTS TO MEET ANTICIPATED SITE CONDITIONS. ADDITIONAL DRAINAGE AND EROSION CONTROL FACILITIES MAY BE REQUIRED AS SITUATIONS WARRANT DURING CONSTRUCTION. THE IMPLEMENTATION MAINTENANCE, REPLACEMENT AND ADDITIONS TO THESE CONTROL SYSTEMS SHALL BE THE RESPONSIBILITY OF THE PERMITTEE. 3. THE DETENTION CONTROL POND SHALL REMAIN IN PLACE n bb 0 u J N CN o Q� o �O Lo Z M W 5 co •1"� w� o � o �n rr.Y G� N M � Z w CD x J ro O x L wn CD ~U• N 1 W V1� Q Lo 3 Q co CD CD 8 LLJ 04 U Y UNTIL THE PERMANENT STORM SYSTEM IS IN PLACE AND OPERATIONAL. U' 4. THE TEMPORARY EROSION CONTROL FACILITIES, INCLUDING ALL Z PERIMETER CONTROLS, SHALL REMAIN IN PLACE UNTIL FINAL SITE CONSTRUCTION IS COMPLETED AND APPROVAL HAS BEEN RECEIVED FROM THE CITY. 5. ON PROJECTS WITH GRADING PERMITS ONLY, AND FOR WHICH NO F- SUBSEQUENT BUILDING PERMIT HAS BEEN ISSUED, AN AS -BUILT V) DRAWING WILL BE REQUIRED UPON COMPLETION OF GRADING ACTIVITIES. Q 6. THE CONTRACTOR SHALL BE REQUIRED TO WATER THE SITE, AS NECESSARY, Li Z TO REDUCE THE DUST EMISSIONS AS A RESULT OF CONSTRUCTION ACTIVITY. THE CONTRACTOR SHALL ALSO SWEEP ALL AFFECTED PUBLIC ROADS AS NECESSARY Z L-) TO REMOVE MUD DEPOSITED AS A RESULT OF PROJECT CONSTRUCTION ACTIVITY. Q I THESE ACTIONS WALL BE GOVERNED AND DIRECTED BY THE BUILDING OFFICIAL S L.il REFLECTIVE MARKER (TYPICAL BOTH SIDES) p Q 1" DEEP NOTCH ALL AROUND U � Q S F U 4�1 GALVANIZED STEEL HASP FOR LOCK 2"K6" STEEL HINGE WELD TO 9V4"x9Y4" STEEL DOOR WITH W RADIUS ON 2 OPEN CORNERS AND 30" UPLATE SPACER. 4i GALVANIZED STEEL PLATE SPACER Ve' DIA. x 2' ANCHOR BOLT, WELDED TO SPACER 2'x45' JOINT MATERIAL IF APPLICABLE iV 10'-0' GRAVEL ACCESS ROAD � FIXED BOLLARDS (TYP. OF 2) 8"X8' ROUGH WOOD POST REMOVABLE BOLLARDS PENTACHLOROPHENOL PRESSURE PER DETAIL OR CITY TREATED APPROVED EQUIVALENT, CB BOLLARD PLACEMENT DETAIL SEE 1/12 G2 N.T.S. THESE PLANS ARE "APPROVED" FOR CONFORMANCE WITH THE CITY OF AUBURN ENGINEERING DIVISION'S REQUIREMENTS qq�� APPROVED BY: Lz rl, - 5�X14 DATE APPROVED: /ho(. REV. DATE I BY DESCRIPTION 1 10/24/95 REH REVISION PER CITY OF AUBURN REVIEW 2 11/28/95 G.MO REVISION PER CITY OF AUBURN REVIEW 3 11/30/95 G.MO REVISION PER CITY OF AUBURN REVIEW 4 1/8/92 S.S. GENERAL REVISION V) Q W (� p LLI F-- O (n Z Z O U w V) W i� 3 z m :3 DATE SEPT 1995 DRAWN BY S.S./G.MO DESIGN BY AFP JOB N0. 95-021 r SHEET NO. - G2 Q