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Home My WebLink About05D1779REVISIONS AUBURN CHEVROLET - GE07 INC. - STORM DRAINAGE IMPROVEMENTS GENERAL NOTES 1. This development project shall conform to the City of Auburn's requirements and be in accordance with the approved plans. Any changes from the approved plan will require approval fro the owner, engineer and the City. 2. All workmanship and materials shall conform to the "Washington State Department of Transportation (WSDOT) Standard Specifications for Road, Bridge, and Municipal Construction" (latest edition), except where supplemented or modified by the City's Construction Standards Manual. Copies of the above documents shall be available at the job site during construction. 3. A pre —construction meeting shall be required prior to the start of all construction. Contact the Public Works Department at 253-931-3010 to schedule a meeting. 4. Locations shown for existing utilities are approximate. The contractor is cautioned that overhead utility lines may not be shown on the drawings. It shall be contractor's responsibility to determine the true elevations and locations of all underground utilities and the extent of any hazard created by overhead utility lines. identification, location marking and responsibility for, underground facilities or utilities, is governed by the provisions of Chapter 19.122 Revised Code of Washington (RCW). Prior to starting construction, the contractor shall call ONE —CALL (1-800-424-5555) for utility locations (water, sanitary sewer, storm sewer, gas, power, telephone and television). 5. Prior to the start of construction a proposed route and schedule for hauling material to the site shall be submitted to the City for approval. If the City believes that the proposed haul route will adversely impact the street network, hauling may be limited to appropriate off—peak hours or alternate routes. 6. The contractor shall be responsible for public safety on and around this project. Prior to the start of work, all methods and equipment used for traffic control and street maintenance shall be submitted to the City for approval. Contractors and their surety shall be liable for injuries and damages to persons and property suffered because of contractors operations or negligence connected with them. 7. All construction surveying for extension of public facilities shall be done under the direction of a Washington licensed land surveyor or a Washington licensed professional civil engineer. 8. Certified drawings are required prior to project acceptance. Refer to the City's "Record Construction Document"handout. CONSTRUCTION SEQUENCE 1. ATTEND PRE -CONSTRUCTION MEETING WITH CITY. 2. CONTRACTOR SHALL CONTACT ONE CALL (1-800-424-5555) AND LOCATE ALL UNDERGROUND UTILITIES. 3. PROFESSIONAL SURVEYOR TO PROVIDE CONSTRUCTION STAKING, AS NEEDED. 4. CONTRACTOR SHALL STAKE AND FLAG THE LIMITS OF THE PROJECT. 5. INSTALL EROSION CONTROL FACILITIES. 6. GRADE SITE FOR STORM DRAINAGE IMPROVEMENTS. 7. INSTALL STORM DRAINAGE IMPROVEMENTS. 8• FINISH GRADING AND PAVING SITE, INSTALL REMAINING IMPROVEMENTS. 9. PROVIDE VEGETATION TO DISTURBED AREAS. 10. UPON APPROVAL FROM THE CITY INSPECTOR REMOVE EROSION CONTROL FACILITIES AFTER SITE HAS STABILIZED. 11. CLEAN SITE. FLUSH DRAINAGE SYSTEM & REMOVE MATERIAL COLLECTED IN CATCH BASINS. ELEVATION DATUM CITY OF AUBURN BENCH NUMBER 16-1 NAVD 88 ELEVATION = 66.56 MONUMENT @ CENTERLINE OF 16TH STREET N.E. AND "I" STREET N.E. A PORTION OF NW 1/4 SECTION 7, TOWNSHIP 21 N., RANGE 5 E., W.M. CRY OF AUBURN, KING COUNTY, WASHINGTON ST P_ z yEx. ;21ST ST NE n W- in tit z Z 17TN U� , m RK ,ARZDE : z Q 15TH ST NE 1�Tf NE- AUBURN NORTH 6b FS '. Z 1?TH _.� 1�OTH LOTH ST NE gTy NF AUBURN -PIONEER CDTIETERY RTH ST VICINITY MAP DRAWING INDEX REVISED SHEET NO. DESCRIPTION 9-20-04 G1 1 of 4 COVER 8-23-04 C1 2 of 4 SITE PLAN 8-23-04 C2 3 of 4 DETAILS & NOTES 9-20-04 C3 4 of 4 DETAILS r 0 SITE INFORMATION SITE ADDRESS: 1600 AUBURN WAY N. PARCEL NUMBER: 000100-0008 ZONING: C3 LOT SIZE: 2649823 SQ. FT. - 6.08 ACRES LEGAL DESCRIPTION: LOCATED IN THE NORTHWEST QUARTER OF SECTION 7, TOWNSHIP 21 NORTH, RANGE 5 EAST MORE PARTICULARLY DESCRIBED AS FOLLOWS: A PORTION OF THE BRANNAN W-DC #37 THE 7.07 ACRES OF THE NORTH 1,056 FEET OF THE SOUTH 1,485 FEET OF THE WEST 610.5 FEET OF SAID BRANNAN W-DC #37. LESS THAT PORTION FOR ROADS AND STATE HIGHWAY PER RECORDING NUMBER 9412151334 RECORDS OF KING COUNTY AUDITOR. OWNER: PHIL BIVENS AUBURN CHEVROLET-GEO INC P.O. BOX 797 1600 AUBURN WAY N. AUBURN, WASHINGTON 98071-0797 (253) 383-1600 APPLICANT: JEFF WELLM AN INTERWEST DEVELOPMENT NW., INC. 1425 22nd STREET NW, SUITE E AUBURN, WASHINGTON 98001-3334 (253) 939-9787 N N 1 u-z3-u4 rtn �;.U_+. REVIEW COMMENTS 0 9-20-04 PER C.O.A. REVIEW COMMENTS to 00 U CV LOO, rL a �' N Wr)`� LO � :: if ZZF- yF- LIJ UJI Z V),__ (�7: ZOO WUZ 4 7-21-04 1 w r7 r7 3 O O 00 w rL J � Z - W O OO 3 O 00 W LL.CnLZ Q �¢L� �o�m Q zv�Q U z c/) 1-- PREPARED BY: JOSEPH J. DOMINCZYK, P.E.LLJ o z ENGINEERING CONSULTANTS NORTHWEST, INC. CDo w 35717 PACIFIC HIGHWAY SO. z a- C) o FEDERAL WAY, WA 98003 w � m � W (253) 952-7797 CD CD _ CD CD z :3-- 0 cif RECORD DRAWING CERTIFICATION W m a (n THESE DRAWINGS CONFORM TO THE -, < 0 a CONTRACTOR'S CONSTRUCTION RECORDS. DATE 7-20-04 BY. DRAWN ✓�- TITL /POSITION:rtTr�2r9 __ B.S.O. DESIGNED B.S.O. CONFIRMED BY CITY ATE: fll7/0 11�4"._ APPROVED PROJECT REF: GRA04-002 f7 J.J.D. PROJECT NO. THESE PLANS ARE APPROVED FOR 204424 CONFORMANCE WITH THE CITY OF AUBURN'S ENGINEERING DIVISIO REQUIREMENTS. SHEET NO. CALL BEFORE YOU DIG BONE CALL* APPROVED BY: G 1.0 UTILITY LOCATOR: 1-800-424-5555 DATE APPROVED: 1 Of 4 Sheets P A I L S H C1 F-7 I t, OSD/779 =++Immmw- 20 0 20 SCALE IN FEET k AUBURN CHEVROLET - GE01 INC. -STORM DRAINAGE IMPROVEMENTS A PORTION OF NW 1/4 SECTION 7, TOWNSHIP 21 N., RANGE 5 E., W.M. CITY of nueuRN. Kric courm, wnsHxacron Service Building STREET SITE PLAN N.E. 1 1- = 20' C 1 C Detail Building REASIONS 7-21-04 1 3 S Z Ao zd�m w J tz Z CD 3 0 ww 00 o�zV) rn cv V) N MLAJ N r -�00 .. . 1 Z I DATE _ 7-20-04 — w DRAWN I _ B.S.O. EXISTING STORM DRAIN DESIGNED MANHOLE B.S.O. i j7 o ff APPROVED RECORD DRAWING CERTIFICATION PROJECT REF: GRA04--0042' 7 J.J.D. THESE DRAWINGS CONFORM TO THE THESE PLANS ARE APPROVED FOR PROJECT NO. CONTRACTOR'S CONSTRUCTION RECORDS. CONFORMANCE WITH THE CITY OFAUBURN`S 204424 ENGINEERING DIVISI REQUIREMENTS. SHEET NO. 12141 BY.' DATE:3 LA25- APPROVED BY. C 1.0 TiRF. rPOSITION: CONFIRMED BY CITI�' DATE APPROVED: 2 Of 4 Sheets OSD 1779 0 co N 00 11 CONTINUOUS EXToi inrn nnk1nnrrr ni inn PER APWA STAP A.C. PAVEMENT SECTION AUBURN CHEVROLET - GEO, INC. - STORM DRAINAGE IMPROVEMENTS A PORTION OF NW 1/4 SECTION 7, TOWNSHIP 21 N., RANGE 5 E., W.M. CITY OF AUBURN, KING COUNTY, WASHINGTON COMPACTED BACKFILL A.C. PAVING - CLASS B 2" COMPACTED THICKNESS FILTER FABRIC PROPOSED FINISH GRADE ENTIRE TRENCH SEE SITE PLAN E OF PAVING 2" COMPACTED THICKNESS CRUSHED SURFACING TOP COURSE F« C)a0 0 000 $ 8" PVC PIPE (SDR 35) OR I.E. 61, 8' N-12, PERFORATED CN ROCK. SUB GRADE. LEVEL AND - 3/4" - 1WASHED DRAIN RAIN COMPACT BEFORE PLACING 2.5' S' 2.5' CRUSHED SURFACING TOP COURSE, 10' SOIL STERILANT EXTRUDED CURB SECTION TYP. PAVEMENT SECTION 2 1-1/2" = 1'-0" C2 C2 N.T.S.- 1C2 6"0 PVC PIPE TO INFILTRATIO FRAME AND LADDER OR STEPS OFFSET. OVERFLOW ELEVATION TO PROVIDE DETENTION AND OIL SEPARATION EL. = 63.0 PIPE SUPPORTS 3" x .090 GAGE BOLT 8" OVERFLOW OR IMBEDDED 2" IN WALL AT MAXIMUM 3" SPACING. I.E. CLEANOUT GATE: EXISTING A. SHEAR GATE, IRON BODY BRONZE MTD. OLYMPIC FDY. STD. OR, B. LIFT GATE, NO. C/C/1-LG, CASCADE CULVERT INC. OR, C. OTHER DEVICE APPROVED BY 77� SOLID PLATE (NO ORIFICE) I I (OVERFLOW TO CITY SYSTEM) ROUND SOLID COVER MARKED "DRAIN" W/LOCKING BOLTS UNLESS OTHERWISE APPROVED BY ENGINEER z STANDARD GALVANIZED STEEL LADDER/STEPS 4 z CHAIN - 200# CAPACITY SLACK WHEN GATE IS DOWN. FASTEN CHAIN TO FRAME. c� 8" OUTLET (TO INFILTRATION) k I \ 61.60 48"0 PRE -CAST MANHOLE. BRASS SCREW ON CAP W/ RING 12" RADIUS CONCRETE COLLAR FLUSH W/ FINISH GRADE 8" 0 PIPE FIBRE JOINT PACKING P.V.C. PIPE PER PLANS 1/8 BEND P.V.C. WYE 2'-0" CONTROL STRUCTURE DETAIL r 4 TRENCH CLEANOUT 5 N.T.S. C 1TC 27 N.T.S. C 1 C INFILTRATION TRENCH DETAIL CURB SHALL BE PLACED AS A PART OF THE PAVEMENT - CURBS TO BE ASPHALT CONCRETE PAVEMENT PER SPECIFICATIONS- 8" NTS ASPHALT CONCRETE WEDGE CURB N.T.S. CONSTRUCTION NOTES 1. Asphalt Concrete Aggregate shall conform with WSDOT/APWA Sections 5-04, 9-02 and 9-0.38 for "Class B" asphaltic concrete. 2. Gravel Base shall conform to WSDOT/APWA Section 9-03.10. 3. Paving Asphalt shall comply with AASHTO M226 (ASTM D 3881) and WSDOT/APWA Section 9-02.1 for Viscosity Grade AR-4000. 4. Tack Coat shall comply with WSDOT/APWA Section 9-02 for "CSS-1 ". 5. Lane Marking Paint for striping shall conform to WSDOT/APWA Section 8-22 for "no heat, instant dry" traffic paint. 6. Crushed Rock shall comply with WSDOT/APWA Section 9-03.9(3), 2 inch maximum, compacted to 97 percent maximum density, ASTM D- 1557. 7. Fill shall consist of native soil material conforming to the following gradation: Sieve Analysis Percent Passing by Weight 1/4" square 25% minimum U.S. No. 200 5% maximum The fill shall be free of various types of wood waste and other extraneous material. Soil retained on a 1/4 inch square sieve shall contain no more than 0.20 percent by weight wood waste. Dust Ratio: % Passing U.S. No. 200 = 2/3 maximum Passing U.S. No. 40 8. All cuts and fills shall be made to grade as set by the Contractor's surveyor. 9. All fills shall be made in lifts of 8" inches or less and then compacted to 95% density before another lift may be added. 10. All areas shall be proof rolled before top courses are added to the subgrade. 11. Top courses shall be placed according to WSDOT/APWA Section 4- 04. 12. Watering provisions must be in place at all times so no dust becomes airborne. 13. Excess materials shall be removed from the site and be placed at a legal disposal site. 14. Unsatisfactory materials for fill and trench backfill shall be those defined as containing vegetable matter, peat, organic clays and silts, sod, mulch and rubbish and those which are excessively fine or moist not allowing adequate compaction. 15. General backfill shall consist of native materials obtained by excavation. The material shall be non -organic soils generally GRADING AND EROSION CONTROL NOTES 1. Within the City of Auburn, all required retention or detention, sedimentation and erosion control facilities must be constructed and in operation, prior to land clearing and/or other construction activities, to insure that sediment -laden water and storm drainage runoff does not impact the adjacent properties or the natural drainage ways. 2. The detention, sedimentation (retention if infiltration system is used) and erosion control facilities depicted on the approved drawings are intended to be minimum requirements to meet anticipated site conditions. Additional drainage and erosion control facilities may be required as situations warrant during construction. The implementation, maintenance, replacement and additions to these control systems shall be the responsibility of the permittee. 3. The temporary erosion control facilities, including all perimeter controls, shall remain in place until final site construction is completed and approval has been received from the City. 4. Denuded areas and soil stockpiles must be stabilized according to the following schedule: 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. From November 1 to March 31 all exposed soils at final grade shall be stabilized immediately using permanent or temporary measures. Exposed soils with an area greater than 5,000 square feet that are scheduled to remain unworked for more than 24 hours and exposed area of less than 5,000 square feet that will remain unworked for more than 7 days shall be stabilized immediately. STORM SEWER CONSTRUCTION NOTES 1. Catch Basin shall be Type II and shall comply with WSDOT/APWA Sections 7-05, 9-05.15 and 9-12 and details shown on plans. 2. Non -Perforated Drain Pipe shall be PVC pipe conforming to WSDOT/APWA Section 9-05.1(5). Non -Perforated Drain Pipe shall be PVC pipe conforming to WSDOT/APWA Section 9-05.1(6), 3. The Contractor shall obtain any necessary storm line connection permits from the City of Auburn, prior to construction. 4. All storm drains within the development shall have stenciled: "Drop No Waste - Drains" to either "Streams", "Wetlands" or G 11 z w J U REVISIONS 6-23-04 PER C.O.A. REVIEW COMMENTS 0 ZZ� w�W J Z�� ZOO LLJ U Z a 7-21-04 w r7 w r-) V o z _o op zQzo) w z Lj w O 03,�� Ln 000 Jwcnz� I wwC:)U)rn rn I C-,jCn � Q I of Ln ZC> U C14 Q roundwater as applicable. C3 5. Unless otherwise approved, all connections to existing sewer Z main with new tees shall be done by the City of Auburn. The Contractor shall be responsible for trench and pavement O excavation, pipe installation, backfill and pavement W restoration. O Q I � � Z w � (D m > Q _ w U CD Ctf 6 RECORD DRAWING CERTIFICATION W m o Q N.T.S. C 1 C2 THESE DRAWINGS CONFORM TO THE CONTRACTOR'S CONSTRUCTION RECORDS. DATE BY: DATE: '_ DRAWN TITLE/POSITION:-C")J CONFIRMED BY CITY' ATE. DESIGNED >> 7� APPROVED PROJECT REF: GRAO4-00 2 THESE PLANS ARE APPROVED FOR PROJECT NO, CONFORMANCE WITH THE CITY OF AUBURN'S ENGINEERING DIVISION E UIREMENTS. SHEET NO. APPROVED BY V) H- Z LLJ LW O W � O � z wCD �3 Q J z Q w 0 0 0 U) 7-20-04 B.S.O. B.S.O. J.J.D. 204424 C 2.0 DATE APPROVED: PI= ET 3 Or 5 3 Of 4 Sheets OSDI779 m rI 11 2'. 30" HEAVY DUTY MA FRAME AND VENTED ANCHORED SECURELY IN PLAN VIEW AUBURN CHEVROLET — GEO, INC. — STORM DRAINAGE IMPROVEMENTS Baysaver Baysaver Maximum Maximum Separator Manhole Sizes Treatment Treatment Unit (prim. x stor.) (cfs) (gpm) 1 /2K 48x48 1.1 494 Separator n 30" HEAVY DUTY MANHOLE FRAME AND VENTED COVER ANCHORED SECURELY IN PLACE CONNECTION STM C-923 NOTE: BAYSAVERS ARE TO BE INSTALLED WITH THE STORM DRAIN SYSTEM AND WILL FUNCTION AS SECONDARY SEDIMENT CONTROL DEVICES. UPON COMPLETION OF SITE STABILIZATION, EACH BAYSAVER SYSTEM SHALL BE FLUSHED CLEAN & THE MANHOLES CLEANED OUT AND REFILLED WITH CLEAN WATER. A PORTION OF NW 1/4 SECTION 7, TOWNSHIP 21 N., RANGE 5 E., W.M. CITY OF AUBURN, KING COUNTY, WASHINGTON FLOWABLE FILL 3/4" MI GRAVEL BENE SEPARATOR I rA SEPARATOR MANHOLE CONTAMINANT STORAGE MANHOLE SECTION AA BAYSAVER SEPARATION UNIT N.T.S. BAYSAVER MAINTENANCE BAYSAVER SYSTEMS MUST BE INSPECTED AND MAINTAINED PERIODICALLY. INSPECTION IS MADE BY CHECKING THE DEPTH OF SEDIMENT IN EACH MANHOLE WITH A GRADE STICK OR SIMILAR DEVICE. MAINTENANCE IS REQUIRED WHEN THE SEDIMENT DEPTH IN EITHER MANHOLE EXCEEDS 2 FEET. MINIMUM INSPECTION IS RECOMMENDED TWICE A YEAR TO MAINTAIN OPERATION AND FUNCTION OF BAYSAVER. MAINTENANCE CONSISTS OF THE FOLLOWING: A. CONTAMINANT STORAGE MANHOLE 1. REMOVE THE ENTIRE VOLUME OF THE CONTAMINATED WATER BY VACUUM TRUCK. 2. CLEAN THE MANHOLE WALLS AND FLUSH OUT THE MANHOLE USING A HIGH PRESSURE HOSE AND REMOVE FLUSHING WATER BY VACUUM TRUCK. MAKE CERTAIN MANHOLE IS CLEAN. B. PRIMARY SEPARATION MANHOLE 1. USING A SUBMERSIBLE PUMP, PUMP THE CLEAN WATER FROM THE CENTER OF THE MANHOLE DIRECTLY INTO THE EMPTY STORAGE MANHOLE UNTIL THE WATER LEVEL FALLS TO 1 FOOT ABOVE THE SEDIMENT LAYER. 2. REMOVE THE SETTLED SEDIMENT AND REMAINING WATER BY VACUUM TRUCK. 3. CLEAN THE MANHOLE WALLS AND FLUSH OUT THE MANHOLE USING A HIGH PRESSURE HOSE AND REMOVE FLUSHING WATER BY VACUUM TRUCK. MAKE CERTAIN MANHOLE IS CLEAN. 4. CONTAMINATED MATERIAL REMOVED FROM THE MANHOLES MUST BE DISPOSED OF RESPONSIBLY AND LEGALLY BY THE OPERATOR OF THE VACUUM TRUCK. mr MEL. =65.30 NON -SHRINK GROUT (TYP) BAYSAVER INSTALLATION INSTRUCTIONS 1. EXCAVATION MUST PROVIDE ADEQUATE SPACE TO CONNECT INLET AND OUTLET PIPES TO SEPARATOR MANHOLE AND BAYSAVER UNIT. INSTALL PRECAST DROP STRUCTURES ON SOLID GROUND AS VERIFIED BY A GEOTECHNICAL ENGINEER. 2. VERIFY THE SUBGRADE ELEVATION AGAINST THE MANHOLE DIMENSIONS AND CONNECTING STORM DRAIN INVERTS. 3. MAKING SURE THE BASES ARE LEVEL AND THE STORAGE MANHOLE OPENINGS ARE ALIGNED WITH THE SEPARATOR UNIT, INSTALL PRIMARY AND STORAGE MANHOLES. INSTALL WATERTIGHT GASKETS ON BASE UNITS AND COAT WITH LUBRICATING GREASE (IF REQUIRED). INSTALL ADDITIONAL MANHOLE SECTIONS AS REQUIRED. SEAL LIFT HOLES WITH NON -SHRINK GROUT. 4. BACKFILL BASE SECTIONS OF MANHOLES TO INVERT OF STORAGE MANHOLE CONNECTING PIPES. USING APPROVED BACKFILL MATERIAL, BACKFILL AND COMPACT IN 8 INCH LIFTS. BACKFILL AND COMPACTION SHOULD BE MONITORED BY A GEOTECHNICAL ENGINEER. 5. INSTALL BAYSAVER SEPARATOR UNIT AND CONNECTING PIPES. SEAL ALL CONNECTING JOINTS AND INSTALL SEPARATOR HDPE REDUCER/ADAPTER. CUT EXCESS LENGTH OFF CONNECTING PIPES INSIDE STORAGE MANHOLE. 6. BACKFILL SEPARATOR UNIT AND MANHOLES. AREAS NOT ACCESSIBLE TO COMPACTION EQUIPMENT MUST BE BACKFILLED WITH 3/4" MINUS ANGULAR GRAVEL OR FLOWABLE FILL. 7. INSTALL AND SET MANHOLE COVER GRADE ADJUSTMENT RINGS AS NECESSARY. 8. INSTALL AND SET MANHOLE FRAME AND COVER UNITS. 8" 0 1 GENERAL CONSTRUCTION NOTES 1. ALL WORK MUST BE DONE WITH REGARD FOR THE SAFETY OF THE CONSTRUCTION CREW. 2. ALL WORK AND MATERIALS MUST COMPLY WITH APPLICABLE STATE AND LOCAL REGULATIONS. 3. KNOW THE LOCATION AND DEPTH OF ANY UNDERGROUND UTILITIES BEFORE EXCAVATION BEGINS. )CER/ADAPTER PIPE T PIPE RECORD DRAWING CERTIFICATION THESE DRAWINGS CONFORM TO THE CONTRACTOR'S CONSTRUCTION RECORDS. BY DATE: ' - TITLE/POSITION:— CONFIRMED BY CITY. DATE:'3-/*a REVISIONS tS-ZJ-U4 NtK U.U.A. REVIEW COMMENTS 0^ 9-20-04 PER C.O.A. REVIEW COMMENTS r7 0 0 ao rn rn C.) N I� tf) Q N d JLO N p r7 � � LL w 21 28 , 9 �w �+t' IS lDNAL E��"1 7-21-04 EXP 4-28-05 W z � � o Z00 LLJ J LiJ Z CD 3: O 06 - W LL_ I 00 I- N M�� I 'S Q f� N Z O d- d N Z w J 0 U Z O LLj CD Q I � � Z LLJ O m W = O U O c� m c w � 0 DATE F-- Z L.L1 w O n J LLJ U W Z � Q O 7-20-04 DRAWN B.S.O. DESIGNED B.S.O. '� Z,y APPROVED PROJECT REF: GRA04-C 5 / THESE PLANS ARE APPROVED FOR CONFORMANCE WITH THE CITY OF AUBURN'S ENGINEERING DIVISIO REQUIREMENTS. APPROVED BY: DATE APPROVED: J.J.D. PROJECT NO. 204424 SHEET NO. C 3.0 4 Of 4 Sheets PF 1� Ii? SoEe:r 4 r S 0CM779 COMPACT COMPACT COMPACT COMPACT COMPACT COMPACT COMPACT Cd —� - s— —� —Cd— Q __iu— C*O N r� 00 — y — CIS ite n , Z Cd w a� N a a � o 19, J 24' 10 Oversized Parking Stalls 10 Oversized Parking Stalls 1 1 -- 1 1 U� d- N 9' oM 10 Standard Parking Stalls Site Lighting g g r� 10 Double Stacked Standard Parking Stalls ICB I ! g I I I 9' 10 Standard Parking Stalls 5 CompaPRQPOSEnDg6 CURB PIER DETAIL #1 S EET C _ 24' LANDSCAPE STRIP (TYP) \-EXISTING FENCE LOCATION 19 SCALE: 1:20 Power Trench M Location 7 10 Standard Parking Stalls 10 Standard Parking Sty CN N / / 10 Standard Parking S <r N 9' a 16 Standard Parking Stalls r+) 10 Standard Parking Stalls Ligbting CB F 24 Standard Parking Stalls EXISTING FENCE EAST PROPERTY LINE LOCATION r Service Building 8 Standard Parking Stalls Body Shop Office SPECIFICATIONS INSTALLER SHALL OBTAIN AND PAY FOR ANY PERMITS NECESSARY FOR INSTALLATION OF LANDSCAPE AND IRRIGATION WORK, AND COMPLY WITH LOCAL CODES AND ORDINANCES RELATED TO SUCH WORK. ALL MATERIAL AND WORKMANSHIP TO MEET OR EXCEED BEST ACCEPTED LOCAL STANDARDS. HAVE UNDERGROUND UTILITIES LOCATED AND MARKED PRIOR TO START OF WORK. GENERAL CONTRACTOR TO PREPARE SUB GRADES TO WITHIN 1/10 FT, AT MINUS 6" IN PLANTED AREAS TO ALLOW FOR PLACEMENT OF 4" TOPSOIL AND 2" BARK MULCH. DO NOT PLACE TOPSOIL IN FREEZING WEATHER OR WHEN SITE IS IN WET OR MUDDY CONDITION. TOPSOIL DEPTH TO BE 4" IN ALL AREAS. SOME ADDITIONAL DEPTH MAY BE NEEDED IN PLANTING ISLANDS AND AT INTERIOR OF PARKING LOT. PLANTS TO BE OF NUMBER 1 GRADE, CONFORMING TO AAN STANDARDS FOR NURSERY STOCK. DO NOT PLANT DURING EXCESSIVELY WET PERIODS OF IN FREEZING WEATHER. PLANT PITS FOR TREES TO BE TWICE AS WIDE AS ROOT BALL OR CONTAINER AND 6" DEEPER. SOAK ROOT BALLS WHICH HAVE DRIED. BROKEN OR LOOSE ROOT BALLS WILL BOT BE ACCEPTED. PLANTING MIXTURE SHALL BE EQUAL PART NATIVE SOIL FROM PLANT PIT AND SPECIFIED SOIL AMENDMENT. SLASH ROOTS OF ROOT -BOUND CONTAINER -GROWN PLANT MATERIAL WHERE NECESSARY. BACK FILL PLANT PITS HALF WAY AND APPLY AGRIFORM SLOW RELEASE FERTILIZER TABLETS, AND WATER IN ALL PLANTS: 21 gm 20-10-5 4 TABLETS TREES 21 gm 20-10-5 3 TABLETS SHRUBS, 5 GALLON, B&B 21 gm TABLETS 2 TABLETS SHRUBS/ GROUNDCOVERS, 1 & 2 GALLON 5 gm TABLETS I TABLET GROUNDCOVERS, 4" POTS FROM AN IRRIGATION SAUCER AT BASE OF EACH TREE AND AT BASE OF ALL TREES AND SHRUBS IN WETLAND BUFFER AREA EQUAL TO WIDTH OF DRIP LINE OF PLANT STAKE TREES w/ BVC LODGEPOLE PINE STAKES, USING 1 PER TREE. USE GALVANIZED WIRE AND GARDEN HOSE TO PROTECT TREE TRUNKS. APPLY 2" DEPTH FINE BARK TO PLANTED AREAS. FINISH GRADES IN PLANTED AREA TO BE 1/2" - I" FROM TOP OF PAVEMENT OR TOP OF CURB. SWEEP AND WASH SITE AT COMPLETION OF WORK. USE MECHANICAL/ POWER EQUIPMENT IN STOCKPILE AREAS IF NEEDED. MAINTENANCE IS THE RESPONSIBILITY OF OWNER. ALL MATERIAL AND WORKMANSHIP TO BE GUARANTEED ONE YEAR. ALL AREAS AT PARKING LOT ARE TO BE WATERED WITH AN AUTOMATIC SPRINKLER SYSTEM. SYSTEM TO HAVE STATE AND LOCAL APPROVED BACKFLOW DEVICE, WINTERIZATION FEATURES AND A RAINSWITCH. AN IRRIGATION SHALL BE PRG"TIDED FOR APPROVAL BY THE CITY OF AUBURN WHICH MEETS ALL REQUIREMENTS AS SET FORTH BY ORDINANCE. SPRINKLER SYSTEM TO BE DESIGN/ BUILD. THE CONTRACTOR SHALL REVIEW JURISDICTIONAL REQUIREMENTS FOR COMPLETE INSTALLATIONS OR SYSTEMS AND PROVIDE INSTALLATIONS) WHICH COMPLY WITH ALL JURISDICTIONAL REQUIREMENTS. PLANT LIST CD QTY BOTANICAL NAME COMMON NAME SIZE/ SPACING JM 10 Betula Jacquemond Jacquemonti Birch 1 1/2" - 2" caliper @ 30' O.C. TH-7 5 Thuja plicate' e % Excelsa Ceehrl . 1Y 'w .4 �G6IQlw �l1`s E/"rC a1o� - rGfr+ q:.1 � [� GROUNDC�RS WE"e'r'" a - SD 70% 3-WAY PERENIAL RYE Ceram Sod 15% RED FESCUE 15% CHEWING FESCUE Detail Building 16 Double Stacked ( i i ' 42 -5A+ Standard Parking Stalls 8 Standard Parking Stalls IIIII I!I CB Paint FZ 20 Standard Parking Stalls Shop WATER SOURCE FOR IRRIGATION i___LU - PROPO ED 6" CURB PER DIfTAIL # SHE C2 (TO BE BIDDER DESIGNED) MIN. "1" STREET TH- 7 N.E. JM 10 Wq EXISTING FENCE LOCATION PROJECT REF: GRA04-0022 THIS PLAN SHEET REFLECTS THE CITY OF AUBURN'S MINIMUM LANDSCAPING REQUIREMENTS. APPROVED BY. DATE APPROVED: ►r w I� a, M N M M OO CIO ^O � Q � z W 0 W V SHEET TITLE: LANDSCAPE DRN BY: Larry Guck JOB NO: 04-125 DATE: 8/3/04 L 1 *0 PF— iIz sE'r--GT OS D 1779