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HomeMy WebLinkAbout03D1737M E0 • 71 61 51 41 31 21 A j B GENERAL NOTES C D E F � 1 . ,. ''-`'u''3N' ., ,_ ar a . G H I J K L.. SE 14 NW 1j4 SECTION 18, TOWNSHIP 21 NORT. UT Try T T7Y OFFICE B R I 5 East Main St. i tl , RANGE S EAST 16? PROJECT N 0 ! P CL o_ Q 0 Y M 10 w Q K) N N M \ \ O O N _ O O r_ W 0_ U Q m O ri O - C N E C O E C: 17 O 1Cy ; O z a) a)9 E E U E U � H O a-U 0 > 0 �W U a�i 0_ ch �I 0 d v -0 - 1 1. THIS DEVELOPMENT PROJECT SHALL CONFORM TO THE CITY OF LOCATION AUBURN'S REQUIREMENTS AND BE IN ACCORDANCE WITH THE APPROVED �.w ^{ �* PLANS. ANY CHANGES FROM THE APPROVED PLAN WILL REQUIRE Aubum APPROVAL FROM THE OWNER, ENGINEER AND THE CITY. Washington a MW ns n w o O si 2. ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO THE-ri�i�eRK r� '�p °t° v N o v=i w 8 WASHINGTON STATE DEPARTMENT OF TRANSPORTATION (WSDOT) EH w w Z as a In U > > STANDARD SPECIFICATIONS FOR ROAD, BRIDGE, AND MUNICIPAL � f - _j W I QCD 0 CONSTRUCTION (2000/LASTEST EDITION), EXCEPT WHERE SUPPLEMENTED SANITARY SEWER SYMBOLS a ,� �,� �.� • . N D Q OR MODIFIED BY THE CITY'S CONSTRUCTION STANDARD DETAILS AND SYMBOL DESCRIPTION z a t5 V �/ /� � � � � STANDARD SPECIFICATIONS MANUAL. COPIES OF THE ABOVE DOCUMENTS V "- ; > /1' E a z_ Q N w > SHALL BE AVAILABLE AT THE JOB SITE DURING CONSTRUCTION. EXIST. PROP. STORM REv►SI � M : �'"` J o w � U c Z Q 3. A PRE -CONSTRUCTION MEETING SHALL BE REQUIRED PRIOR TO THE ., o SANITARY SEWER CLEAN OUT SCE SHEET O3 o v Q c.' f {t3 `Sf v START OF ALL CONSTRUCTION. CONTACT THE PUBLIC WORKS wIt �a DEPARTMENT AT 253-931-3010 TO SCHEDULE AMEETING. -1� _ -; • SANITARY SEWER MANHOLE THIS WORK! � fth n M �\ 4. LOCATIONS SHOWN FOR EXISTING UTILITIES ARE APPROXIMATE. THE CONTRACTOR IS CAUTIONED THAT OVERHEAD UTILITY LINES MAY NOT BE `} STORM SYMBOLS REM 0 V E D FROM ,oth gr PAW SHOWN ON THE DRAWINGS. IT SHALL BE THE CONTRACTOR'S SYMBOL DESCRIPTION PROTECT SCOPE � c RESPONSIBILITY TO DETERMINE THE TRUE ELEVATIONS AND LOCATIONS STORM DRAIN CATCH BASIN OF ALL UNDERGROUND UTILITIES AND THE EXTENT OF ANY HAZARD STORM 0 R M DRAIN MANHOLE N H 0 LE CREATED BY OVERHEAD UTILITY LINES. IDENTIFICATION, LOCATION • VICINITY / ^ I T p MARKING AND RESPONSIBILITY FOR, UNDERGROUND FACILITIES OR �� STORM DRAIN CULVERT v I C I I v I I Iv MAP UTILITIES, IS GOVERNED BY THE PROVISIONS OF CHAPTER 19.122 REVISED SLOPE ARROW CONF ROOM SCALE: 1 " = 2000' CODE OF WASHINGTON (RCW). PRIOR TO STARTING CONSTRUCTION THE FF EL-83.25 CONTRACTOR SHALL CALL ONE -CALL (1-800-424-5555) FOR UTILITY ' LOT 2 41 LOCATIONS (WATER, SANITARY SEWER, STORM SEWER, GAS, POWER, l� GAS SYMBOLS HEEThTDEX�����0�0�����0��0� 1 ER HEFT VICINITY MAP TELEPHONE AND TELEVISION). 0 COVER T C� p_ V T C SYMBOL DESCRIPTION V �J CX, V 1. 5. PRIOR TO THE START OF CONSTRUCTION A PROPOSED ROUTE AND 02 EROSION CONTROL AND DEMOLITION PLAN SCHEDULE FOR HAULING MATERIAL TO THE SITE SHALL BE SUBMITTED TO £. THE CITY FOR APPROVAL. IF THE CITY BELIEVES THAT THE PROPOSED GAS METER OFFICE SPACE i 03 STORM DRAINAGE AND PAVING PLAN HAUL ROUTE WILL ADVERSELY IMPACT THE STREET NETWORK, HAULING 1I GAS VALVE q - MAY BE LIMITED TO APPROPRIATE OFF-PEAK HOURS OR ALTERNATE ROUTES a PAD MOUNTED TRANSFORMER 1 04 "1" STREET PLAN AND PROFILE 0 05 LANDSCAPE AND PLANTING PLAN 6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PUBLIC SAFETY ON AND © POWER VAULT r AROUND THIS PROJECT. PRIOR TO THE START OF WORK, ALL METHODS m TRANSMISSION TOWER I D STORM DETAIL PAVING AN S qxftftft AND EQUIPMENT USED FOR TRAFFIC CONTROL AND STREET MA INTENANCE 06 V G S O Q SHALL BE SUBMITTED TO THE CITY FOR APPROVAL. CONTRACTORS AND -+- UTILITY POLE ®® z I 07 EVERGREEN PRECISION SURVEYING THEIR SURETY SHALL BE LIABLE FOR INJURIES AND DAMAGES TO PERSONS C--- UTILITY POLE ANCHOR S f . ® ® ( �— AND PROPERTY SUFFERED BECAUSE OF CONTRACTORS OPERATIONS OR „' O 0 0 0 I— NEGLIGENCE CONNECTED WITH THEM. TELEPHONE RISER a �t O o 0• W 0 TELEPHONE VAULT 7. ALL CONSTRUCTION SURVEYING FOR EXTENSIONS OF PUBLIC FACILITIES SHALL BE DONE UNDER THE DIRECTION OF A LICENSED WASHINGTON tx+S i itvv Ufviic 1E W •� LAND SURVEYOR OR A WASHINGTON LICENSED PROFESSIONAL CIVIL FIRE HYDRANTS: ENGINEER. Ak 2-NOZZLE -4-3-NOZZLESEES SMiEET osvt s BASIS OF INFORMATION , 8. CERTIFIED DRAWINGS ARE REQUIRED PRIOR TO PROJECT ACCEPTANCE. — BOUNDARY AND TOPOGRAPHIC REFER TO THE CITY'S "RECORD CONSTRUCTION DOCUMENT" HANDOUT. ❑ BURIED VAULT INFORMATION CN4 • N90'00'00"E 240.25'(M) FOUND 2" DOMED _ PROVIDED BY OWNER; CONSTRUCTION SEQUENCE NOTES " "` - r...: c T BRASS DISK, IN CASE, E . MAIN S I . WITH PUNCH MARK. JEFF HURLEY 1. PRIOR TO ANY EARTHWORK, GRADING OR DEMOLITION CONSTRUCTION SURFACE FEATURES/LANDSCAPING \ ASSUMED TOP MON CASE ELEV=83.4 11225 S.E. 306TH PL ACTIVITIES, THE CONTRACTOR SHALL INSTALL SILT FENCING PER THE CITY SYMBOL DESCRIPTION AUBURN, WA. 98092 OF AUBURN STANDARD DETAIL ERROSION-02 ALONG THE WESTERLY \ BOUNDARY OF THE LOT AS INDICATED. REFERENCE DRAWING SHEET 02 " EXIST. PROP. AND NOTE 9. - MAIL BOX d® \• SURVEY BY: UM • �— : a a/ '4 • EVERGREEN PRECISION SUR- 2. REMOVE AND DISPOSE OF EXISTING SMALL TREES AND HEDGE ALONG RIP RAP - _ ° / ' ° THE NORTHERLY BOUNDARY OF EXISTING UNIMPROVED ALLEY. PROTECT CA" ROCKERY �^0 Y ;, VEYING, LLC• PO BOX 1121 EXISTING CHAIN LINK FENCING AS REQUIRED. INSTALL REMAINING SILT FENCING ALONG NORTHERLY PORTION OF EXISTING UNIMPROVED ALLEY G3 SHRUB DRYING, WA. 98360 AS INDICATED. REFERENCE DRAWING SHEET 02, NOTES 7, 8, 9. ' M1 �r „ 360 893-6779 _0L SIGN 3. INSTALL CONSTRUCTION ENTRANCE PER AUBURN STANDARD DETAIL ASSUMED VERTICAL DATUM: ERROSION-01 AS SHOWN. THE CONFIGURATION OF THE CONSTRUCTION TREE (Conifer) TOP OF MON CASE: ELEV=83.4 ENTRANCE MAY ADAPTED TO SUITE THE SMALL SITE AS REQUIRED - COORDINATE THIS WORK WITH THE CITY OF AUBURN AS REQUIRED. (D TREE (Deciduous) EAST MAIN ST. AND "I" STREET REFERENCE DRAWING SHEET 02, NOTE 12. 0 20 40 S.E. X YARD LIGHT 4. COMPLETE DEMOLITION OF EXISTING SHED, CONCRETE DRIVEWAY, p,PY V. EAST SCALE IN FEET C? W,� Ii�I WALK, SMALL TREES, AND SHRUBS AS INDICATED. REFERENCE DRAWING SITE MFORATION of >ti SHEET 02, AND NOTES. X 70.0 FINISHED SPOT ELEVATION 1"=20' cQ :, LOCATED IN THE SE 1 /4 OF THE 5. DEFER SAW -CUT AND REMOVAL OF EXISTING PAVEMENT ON I STREET NW 1 /4 OF SECTION 18, TOWNSHIP r' LEGAL DESCRIPTION ti UNTIL LATER IN THE CONSTRUCTION AS PRACTICAL IN ORDER TO PREVENT SURVEY DATUM (ASSUMED) 21 NORTH RANGE 5 EAST RECORD DRAWING CERTIFICATION 1`91s DAMAGE TO I STREET SUB -GRADE AND UNNECESSARY TURBID SURFACE ' , LOT 3, BLOCK 1, PLAT OF PROJECT REF: FAC 02-0017 9oc WATER RUN-OFF. WILLAMETTE MERIDIAN POPLARWOOD These drawings conform to the Contractor's construction records.�ONAL ENS\ THESE PLANS ARE "APPROVED" FOR 6. COMPLETE ROUGH GRADING, INSTALL ON -SITE STORM DRAINAGE KING COUNTY, WASHINGTON ADDITION TO AUBURN BY: C �a DATE: �2 2/03 CONFORMANCE WITH THE CITY OF � License Expires INFILTRATION FEATURES AS INDICATED. INSTALL UNDERGROUND POWER, MISC. SYMBOLS ACCORDING TO THE AUBURN ENGINEERING DIVISION REQUIREMENTS. 3121/V IRRIGATION, AND ALL OTHER WORK AS REQUIRED REFERENCE PLANS AND PARCEL ID # 685870-0015 TITLE/POSITION: E' Z' T, r'rt 1/t8/es NOTES. PLAT THEREOF DATE: 03/21 /04 DATE: NATURAL GROUND OR GRADE PARCEL AREA: 0.17 ACRES MORE RECORDED IN VOLUME APPROVED BY:,,y,.,�, I CONFIRMED BY CITY: DATE: 7. COMPLETE ASPHALT REMOVAL, GRADING, AND INSTALL STORM DRAIN OR LESS Drawn By: J.C.E. SYSTEM, SIDEWALK, CURB, GUTTER, AND PAVING AS INDICATED FOR 1/2 GRANULAR MATERIAL SUCH AS 32 OF PLATS, PAGE 5, INL DATE APPROVED: fl/z 8jo 3 REVIsi STREET IMPROVEMENTS AT I STREET, ALLEYWAY, AND PARKING AREAS. CRUSHED ROCK OR GRAVEL EXISTIN ONING; RO - KING COUNTY, — Checked By: G, V.E. RESIDENTIAL OFFICE 8. COORDINATE ALL WORK WITH THE OWNER, ENGINEER AND CITY OF WASHINGTON.G.V.E.PRo�E g * ,, Approved By: AUBURN AS REQUIRED. BHT N COVER SHEET AND VICINITY MAP -E H K L M N 0 , f 1 r ��III a II I _ 1 3 1711 9 �p r 0 00 a toll ',IOW 0 �^ a g 6 11* cz TWN A N 5 ao 0 4 �+ 3 W� 2 Oak ]h 02/14/03 ON NO. 01 CT NO. HOB-01-010 0. 01 z 91 • 71 61 51 41 31 21 LOT 2 BEGIN SILT FENCE 09 00 d- F,. .. .. o- ._ " 35' 1 c7I 6' CON C 15 �� CULVERT I E= 82.08 6 N G z . *31T - W -- ., 70.02 14 EXISTING CONCRETE ALK 4tlt` :. I— 1 V 1J \-,/ I - L_ I ♦. .I , Z `l \ I V: / - , I \J lJ 1 V L./ L LJ \-/ I V I L L_/ BRASS DISK, IN CASE, WITH PUNCH MARK. E. MA�N S T � ASSUMED TOP M ON CASE ELEV= 83. 4 IUI tl 4 ° L1.. / 4 �l A DRAWING NOTES: 01 REMOVE EXISTING SHED, CONCRETE FOOTING, AND FLOORING, TO EXISTING FRAMING AT NORTH WALL. REPLACE EXTERIOR IN KIND WITH NEW INSULATION, PANELING, VAPOR BARRIER, EXTERIOR SIDING, TRIM AND FINISH PAINT. ALL COMPONENTS AND COLOR TO MATCH EXISTING GARAGE OR AS DIRECTED BY OWNER. 02 ROUTE EXISTING DOWN SPOUT AT SOUTHWEST CORNER OF GARAGE TO ROOF DRAIN DRY WELL, REFERENCE DRAWING SHEET 03. ur 03 REMOVE AND DISPOSE OF EXISTING CONCRETE DRIVEWAY TO SUBGRADE. PREP FOR NEW CONCRETE DRIVEWAY AND SIDEWALK. COMPACT SUBGRADE TO 95 % MAXIMUM DENSITY PER ASTM D-1557.E 04 REMOVE AND DISPOSE EXISTING CULVERT. PROVIDE AND MAINTAIN FLOW PATH TO TEMPORARY SEDIMENTATION TRAP. CUT/FILL AS REQUIRED TO ACHIEVE SUBGRADE FOR "I" STREET IMPROVEMENTS - REF STORM DRAIN AND PAVING PLANS, SHEET 03 AND 04. 05 REMOVE AND DISPOSE OF EXISTING CONCRETE WALK TO MATCH POINT. REF SHEET 03 AND 04. 7� 06 REMOVE AND DISPOSE OF Ela"ING CONCRETE ENTRYWAY. RELOCATE AS INDICATED IN LANDSCAPE PLAN. REF SHEET 05. 07 REMOVE AND DISPOSE OF EXISTING HEDGE, SMALL TREES, STUMPS, DEBRIS, WOOD FENCE AND EXISTING ROCKERY. 08 EXISTING CHAIN LINK FENCING TO REMAIN. CONTRACTOR SHALL TAKE ALL NECESSARY PRECAUTIONS TO PROTECT EXISTING FENCE. 09 INSTALL SILT FENCE AT PROJECT LIMITS ON WEST AND NORTH SIDES AS INDICATED. INSTALL PER AUBURN STANDARD DETAIL EROSION-02. UPON COMPLETION OF JOB, REMOVE AND DISPOSE OF ALL SILT FENCING AND TEMPORARY EROSION CONTROL FEATURES. 10 MAINTAIN EXISTING WOOD FENCE AT WEST BOUNDARY FROM "E" MAIN ST. NORTH TO THE EXISTING UTILITY POLE. REMOVE Y CHAIN LINK FENCE AND GATE FROM NORTH SIDE OF UTILITY POLE TO THE CHAIN LINK FENCE AT NORTH SIDE OF ALLEY. 11 CONTRACT SHALL MAINTAIN EXISTING PROPERTY CORNERS AT 4 LOCATIONS. ANY PROPERTY CORNERS THAT ARE REMOVED OR DISTURBED DURING THE COURSE OF CONSTRUCTION SHALL BE REFERENCED AND REPLACED BY A SURVEYOR LICENSED IN THE STATE OF WASHINGTON. REFERENCE GENERAL NOTES - SHEET 01. 12 PROVIDE TEMPORARY DRAIN PIPE AND QUARRY SPALLS AT SITE ENTRANCE AS REQUIRED TO STABILIZE ENTRY THROUGH THE COURSE OF GRADING OPERATIONS, SIMILAR TO AUBURN STANDARD DETAIL EROSION-01. INSTALL TEMPORARY SEDIMENT TRAP GRAVEL FILTER BERM - REF AUBURN STANDARD DETAIL 0 o_ P I, Q 0 Y 10 w � � 1 o Q N O O N p 04 O W Q m U a O W C O C C O E c E O O O Q 9 Z E U U II� F U ; U J1� ty- U O �` ►+1 (n Uj j L� CE)l �— 0 N > Q > Q 11J O N — �n N r7 a 3 cn w o LLJ O 8 0 U) C)N Z � Q U) > > N J V) LLL C) w Z �__ Q N LLJ > 0 J LLJ C) D_ z` Q Q w a_ G (n 0 U Q o 00 0 0 EROSION-06. 13 SAW CUT EXISTING ASPHALT, REMOVE AND DISPOSE AS REQUIRED. MATCH EXISTING GRADE, PROVIDE SMOOTH CONTINUOUS EDGE. REFERENCE STORM AND PAVING PLAN SHEETS 03 AND 04 FOR PAVING LIMITS. DEMOLISH AND REMOVE 4 EXISTING ASPHALT AS LATE IN CONSTRUCTION SEQUENCE AS POSSIBLE, REFERENCE CONSTRUCTION SEQUENCE NOTES - SHEET 01. 14 PROVIDE FILTRATION PROTECTION SCREEN AT ALL NEW AND EXISTING STORM DRAIN CATCH BASINS. REFERENCE AUBURN STANDARD DETAIL EROSION-03, AND EROSION-04. REMOVE UPON COMPLETION OF CONSTRUCTION. 15 REMOVE AND DISPOSE EXISTING HEDGE AT EAST AND SOUTH EAST SIDE OF n STRUCTURE. REWORK EXISTING SLAB ON GRADE AS REQUIRED TO PROVIDE ACCESS C/ 1 BETWEEN OFFICE AND CONFERENCE ROOM. MATCH NEW TO EXISTING GRADES. 3 k NOTES: 1. CUT AND FILL ESTIMATED TO SUBGRADE. 2. ACTUAL QUANTITIES MAY BE MORE OR LESS. t 3. NATIVE MATERIAL MAY BE UTILIZED TO THE EXTENT POSSIBLE. RECORD DRAWING CERTIFICATION PROJECT REF: FAC 02-0017 These drawings conform to the Contractor's construction records. / THESE PLANS ARE "APPROVED" FOR BY: C. DATE: I 1r/2203 CONFORMANCE WITH THE CITY OF W4 F� cc L.z.T AUBURN ENGINEERING DIVISION REQ4 REMENTS. DATE; 03�21�04 1 -P ��L3103 DATE: TITLE/POSITION: / / S-�-Q Drawn By: J.C.E. 02 14 03 4 APPROVED BY: REVISION No. CONFIRMED BY CITY: DATE: checked By: G.V.E. 01 DATE APPROVED: Y Zp�03 PROJECT N0. — ---- G.V.E. Approved By: HOB-01-010 ILA sw No. - EROSION CONTROL AND DEMOLITION PLAN 02 ESTIMATE: (Cu yds) CUT: FILL: ROAD 60 60 SIDEWALK/DRIVEWAY 30 30 PARKING AREA 150 130 A B C ( D E 0 F G • 71 61 51 41 31 21 A B C $0 WoKK la THIS PRaa w�TNo�r C�t1 �,rra•+AA, 83.0 r ea u c' e f � _ J _ Eck' K , M N PROFILE SECTION A -A - V HORZ SCALE: 1 "=10' VERT SCALE: I "=1' PROP LINE 1 3 14 4 2 82.0 }� 5' MIN -�-f-► SEE SHEE 1 81.0 3 A Fol A 40LF, 12"DIA, SDR35, PVC @ 0.00% 80.0 PERFORATED DRAIN PIPE, WITH WASHED ANGULAR ROCK, FILTER FABRIC, SEE NOTES 6 AND 14 79.0 8 0 98LF, 8" DI, CLASS 52, @ 0.1 % SLOPE SEE SHEET 04 11 V 8120 i I---T 111 1 1 / \- 5LF 8" PVC SDR21, @ 12.3 % ROOF R -OFF DRY WELL - STALL PER AUBURN ST RM-06 82.70 ) FF RIM EL = 82.60 ATCH EXISTING RADE) 100 21.4' MM� `0 i I U 18 0 W 15 17 70 02'LC�� ALL - EXISTING CONCRETE ALK n INSTALL NEW 36' WIDE DRIVEWAY PER AUBU TRAFFIC-08 REFERENT SHEET 04. I F<; k, 1 11 6 I j CB#6 L � REF SHT 5 W O- _ Q 0 Y ►� 10 0 O N O _ W Q M U O O a) a) a) a)o 0 z E E � o CE U 0 9 Z oo0 E 0 � d� � w ' o rD Q Q Q 9 Q Q N M cn w o O N O N U z v �Q W LLI> > - J Lij Q 0 CD N U (n � - V) i o w w > J o w Z Y 0 Q z Q w a_ U Of _ 0- c In 0 U Q INSTALL FERNCO ADAPTER COUPLER WITH SS CLAMPS, 4 PLACES AT CB#I OUTLET, 78.0 00000000000000000000 GROUT INPLACE AT CB #2. CB#1: STA 1+22.71, 34.15L (CTR STRUCTURE) •< "STORMFILTER" SYSTEM - SEE NOTE 2 RIM EL= 82.23 CB #3: IE= 79.92 (8" OUT W) 77.0 STA 1=21.75, 82.65L (CTR CB) CB #2: TYPE IP W/ RISER, (WASDOT STD PLAN B-1 ) STA 41.83E (CTR WITH SOLID LID (WASDOT B-2) RIM EL= 83.30 TYPE 11, SHEET�+ 48" TYPE Il, REF DET C SHEET 06 �+ L "I" ST IE= 77.80 (12" PERF OUT E) RIM 82.38 �+ 9.3 8" I IE= 77.80 (12' PERF STA 1 +26.20 OUT W) 76.0 80.00' L 60.00' L 4 0' L 20.00' L 00.00' 20.00' R 2 DRAWING NOTES: 01 CB#2, 48" TYPE 2 PER WSDOT B-le, EXCEPT INSTALL 5' PERFERATED SECTION PER S PROVIDE WHEEL STOPS AT ALL PARKING STALLS, PER AUBURN STD. (TYP) AND ADA WSDOT B-27 WITH OPEN BOTTOM, PLACED ON BLOCKING, BED IN 3/4" CRUSHED, - "VAN ACCESSABLE" SIGN AT BUILDING WALL. ANGULAR, WASHED ROCK AND INSTALL FILTER FABRIC. REF DET C, SHT 6. IS PLACE NEW CONCRETE DRIVE SLAB ON GRADE, 4" THICK 3,000psi 28 day, REINFORCE 02 011 INSTALL "STORMFILTER" STEEL CATCH BASIN SYSTEM BY "STORMWATER WITH #4 @ 16" O.C., E.W., SLOPE DRIVEWAY -TO DRAIN TO LOW POINT AT CB#1. MANAGEMENT INC.," PORTLAND OR., (800 548-4667) SEE DETAIL A, SHT 6. INSTALL ADA SYMBOL AND WALKWAY MARKINGS PER AUBURN STD. 03 INSTALL COVER AND LADDER PER WSDOT B-Iz, ADJUSTMENT SECTIONS, RING AND 13 PROVIDE DRYWELL ROOF INFILTRATION SYSTEM FOR DOWN SPOUTS IN LOCKING COVER PER WSDOT B-25 TYPE 2. ACCORDANCE WITH AUBURN STANDARD DETAILS STORM-05 AND STORM-06. 04 _ ALLEY AND PARKING PAVING SIMILAR TO "I" STREET. INS1f t1LL CbN INUOUS 2" INSTALL DRY WELL WITH RISER AND VAIN GRATE Y MIN FROM FOUNDATION WALL PER AUBURN STANDARD DETAIL STORM-06. ROUTE MAIN OFFICE STRUCTURE AND HIGH x 6" WIDE THICKNED ASPHALT EDGE AT NORTH EDGE OF ALLEY PAVING. REFERENCE SHEET 04 FOR PAVING SECTION DETAILS. CONFERENCE AREA ROOF DRAINS TO DRY WELL WITH 6" MIN, SDR 21, PVC DRAIN PIPE. 05 EXISTING UTILITY POLE TO REMAIN. CONTRACTOR TO COORDINATE WITH POWER 14 GROUT IN PLACE AND SEAL ALL PIPING. INSTALL PVC ADAPTER COUPLER AT CB #1. UTILITY TO REMOVE OVERHEAD POWER TO BUILDING AND ROUTE UNDERGROUND. N" REWORK GUY ANCHOR AS REQUIRED TO ACCOMADATE PARKING AREA. 15 INSTALL NEW 5' WIDE CONCRETE ENTRY WALK AS DIRECTED BY OWNER. ENTRY 06 INSTALL 12" DIAMETER SDR-35 PVC PERFORATED PIPE IN 3/4 MINUS, CRUSHED, WALK TO BE 4" SLAB ON GRADE, 3,000psi @ 28 DAYS, REINFORCE WITH #4 @ 16" O.C. ANGULAR, WASHED DRAIN ROCK AND WRAP TOP AND SIDES OF INFILTRATION EW. TRENCH WITH FILTER FABRIC. REFERENCE DET D, SHT 6. 16 ASSUMED DESIGN ELEVATION AT TOP OF MONUMENT CASE BASED UPON BEST 07 PROVIDE GRADE BREAK BETWEEN ALLEY AND PARKING, MAINTIAN ELEVATIONS AVAILABLE CITY OF AUBURN INFORMATION AND EVERGREEN PRECISION AS SHOWN TO PROVIDE PONDING OVERFLOW PATH, SLOPE TO CB #2 @ 2.0 % +/- TO SURVEYING, JOB No. 00187, SHEET 07. EACH SIDE. 17 HANDICAP RAMP, ENTRY LANDING, AND SIGN CONSTRUCTION AS DIRECTED BY 08 REFERENCE SHEET 04 FOR "I" STREET IMPROVEMENTS AND SIDEWALK DETAILS. OWNER. OWNER TO PROVIDE CONSTRUCTION DETAILS AND DIRECTION AS 09 LOCATE AND MAINTAIN EXISTING PROPERTY CORNERS. REPLACE NORTHEAST REQUIRED. CORNER AFTER PAVING IS COMPLETE. ALL DISTURBED PROP CORNERS TO BE RESET 18 INSTALL MINIMUM 1 1/2" CONDUIT AND NYLON PULL -ROPE TO SIGN AND BY A SURVEYOR LICENSED IN THE STATE OF WASHINGTON. REF GEN NOTES - SHEET IRRIGATION AT WEST SIDE OF STRUCTURE AS INDICATED / DIRECTED BY OWNER. 01 AND NOTE I 1 - SHEET 02. "". �s PROVIDE J BOXES OR HAND HOLES AS REQUIRED / DIRECTED BY OWNER. PROVIDE STUB -UP NEAR IRRIGATION CONTROL VALVE - COORDINATE LOCATION WITH 10 INSTALL Y COMMERCIAL SIDEWALK (APRX 90LF INCL DRIVEWAY) PER AUBURN LANDSCAPE IRRIGATION AS REQUIRED. REF DRAWING SHEET 05. DETAIL TRAFFIC-24 TRANSITION CURB AND GUTTER TO DRIVEWAY AND PARKING'" _ ENTRANCES. CONTOUR TO MATCH EXISTING GRADES. MATCH DRIVEWAY GRADE AND PROVIDE SMOOTH TRANSITION FROM ASPHALT TO SIDEWALK AT NORTH NED OF SIDEWALK. INFILTRATION TEST PIT NOTES: e TEST PIT #1: e TEST PIT 42: e TEST PIT 43: 04- SM -SANDY SILT 0-4' SM - SANDY SILT 0-4' SM -SANDY SILT SOIL LOGS PER FIELD TESTS (NO GROUND WATER (NO GROUND WATER (NO GROUND WATER FOR OWNER BY: ENCOUNTERED) ENCOUNTERED) ENCOUNTERED) SPEARS ENGINEERING AND TECHNICAL SERVICES AVG PERK RATE: 0.27 min/in AVG PERK RATE: 0.03 min/in AVG PERK RATE: 0.10 min/in - :- ...-. (3.76 in/min) (39.27 in/min) 4 (9.82 in/min) REPORT # 02001-011 DATE OF TEST: 2/13/2002 r RECORD DRAWING CERTIFICATION t i These drawings conform to the Contractor's construction records. PROJECT REF: FAC 02-0017 ll ZZ�03 THESE PLANS ARE "APPROVED" FOR BY: NAaDATE: CONFORMANCE WITH THE CITY OF C T AUBURN ENGINEERING DIVISION REQUIREMENTS. DATE: 03/21/04 TITLE/POSITION: 0 10 20 ` , Drown By: J.C.E. 1--, TTWNTMENTO CONFIRMED BY CITY: DATE: APPROVED BY: �.+�- S -•'mot SCALE IN FEET •" •-' DATE APPROVED: Checked ey:G,V,E, _ - Approved By: G. V.E. STORM DRAINAGE AND PAVING PLAN L M N 0 I 4 H 4� 3 1 w 2 1 DATE: 02/14/03 REVISION NO. 01 PROJECT NO. HOB-01-010 SHT NO. 03 0 1`7$7 A 10 9 • 7 / 81.5 y r` Y 13 ROOF RUN-OFF 51 MIN DRY WELL - INSTALL PER AUBURN STORM-06 82.70) - — RIM EL= 82.60 (MATCH 6 EXISTING GRADE) OFFICE SPACE 2700 sgft TOTAL 4 18 5 RL I P -- 0 0 1 I 1� — 4 INSTALL NEW 36' WIDE DRIVEWAY PER AUBURN TRAFFIC-08 REFERENCE SHEET 04. • I Ad 1 M fi w, IWi A. p' n 81.0 #1. K "STORMFLTER" SYSTEM - SEE NOTE 2 5 MIN RIM EL= 81.06 105LF, , 8" DI CLASS `* a. I IE=80.38 (NORTH) 52, @ 0.1 %SLOPE IE= 78.50 (8" OUT E) SEE SHEET 04 8®0 FLOOR=77.46 i CB #3: TYPE IP W/ RISER, (WASDOVSTD PLAN B-Ib) 48" TYPE II, REF DET C SHEET 06 �+ WITH SOLID LID (WASDOT $-2) RIM EL= 81.16 IC-- EM75 87 (121 PERF OUT W) IE= 77.02 (8 IN W) FLOOR=74.25 79.0 IE= 75.82 (12" PERF OUT E) FLOOR-74.96 5LF 8" PVC SDR21, @ 12.3% INSTALL FLRNCO ADAPTER COUPLER WITH SS CLAMPS, 4 PLACES AT CB#I OUTLET, 40LF, 12"DIA, SDR35, PVC @. 0.00% GROUT INPLACE AT CB #2. 7s.0 77.0 Well] 74.0 0 10 20 SCALE IN FEET 1 "=10' 00000000000000000000 PERFORATED DRAIN PIPE, WITH WASHED ANGULAR ROCK, t, FILTER FABRIC, SEE NOTES 6 AND 14 K 1 i x AS -BUILT PROFILE SECTION A -A .MM HORZ SCALE: 1 10 VERT SCALE: 1 1 INFILTRATION TEST PIT NOTES: TEST PIT #l: 2 TEST PIT #2: e TEST PIT #3: 04 SM -SANDY SILT y 04 SM - SANDY SILT 0-4- SM -SANDY SILT SOIL LOGS PER FIELD TESTS (NO GROUND WATER (NO GROUND WATER (NO GROUND WATER FOR OWNER BY: SPEARS ENGINEERING AND ENCOUNTERED) ENCOUNTERED) ENCOUNTERED) TECHNICAL SERVICES AVG PERK RATE: 0.27 min/in AVG PERK RATE: 0.03 min/in AVG PERK RATE: 0.10 min/in (3.76 in/min) (39.27 in/min) (9.82 in/min) REPORT # 02001-011 DATE OF TEST: 2/13/2002 ' (`f ; ='U s. RINI _ - � w . n ,ORD ?DRAWING CERTIFICATION PROJECT REF: FAC 02-0017 These drawings conform to the Contractor's construction records. DATE: l/ 2Z�� THESE PLANS AREA"APPROVED" FOR BY: CONFORMANCE WITH THE CITY OF AUBURN ENGINEERING DIVISION REQUIREMENTS. DATE: TITLE/POSITION: APPROVED BY: Drawn Sly' CONFIRMED BY CITY: DATE: " DATE APPROVED: Checked Er 4 t -W 7..: Approved E S RAINiGE T01M D4 I ,J. L .J 20.00' R 03/21/04 J.C.E. G.V.E. G.V.E. ANp PAVINP PtqN N 9 Z O F= a U m W 0 M W S 0 z N v7 W Z J I iiro, 0 N N O N O \ Q m U O 04 (1) � fn C � C O C O y F fn OU O 41 C E E E U U fr 9 U N U O wN 3 0 w LL_ � 1+1 > N 7 3 O F- fn 0_ Q Q N — O U Q N M z z O 8 N0 V) Q V) U > > J W Q J J 0 QN W W > J Z 3: (6)� a Q W n_ U W S CL 0 0 0 Q r 0 o� 44 CCam.�`` V M C W � 6 ,mow -1 ��W M A N � w 0 5 AA o �k ~ 4 v � � � o 3 W ^� f� 2 w � - 1 DATE: ` 11/22/03 REVISION NO. PROJECT NO. 1 HOB-01-010 SHT NO. ,. PaA P 107 37 T 101 �� 81 71 61 51 41 3 21 A IB C I D 85.0 �' • 79.0 77.0 75.0 73.0 71.0 69.0 67.0 A �8210 STA 1+25.13, 20.00' L, E =83.15 (TBW) E D CONC SIDEWALK, BEGIN ASPHALT DlkJVEWAY 07 co 00 CB #5 E I I F G H I / STA 0+35.39, 20.00' L, EL=83.80, MATCH � j • EXISTING SIDEWALK AT NEAREST J 0 � t� � I CONSTRUCTION JOINT, BEGIN TRANSITION TO o 5' WALK PER AUBURN STANDARD TRAFFIC-25 0 STA 0+70.12, o A 18.00' L, A 1+06.11, 20.00' L, %8e EL=83.51 (TBW) o r EDGE OF �� o EL=83.10 (TBW)00 , DRIVEWAY 83-35 # ao NUV C=:,ACRETE W K - '111N\ L-=7j Cb (n" (� /STA 0+40.39, 18.00' L, g�/2 "V 02 EL=83.80 (TBW) \ UL J 11V J 1 Ekllu Lim V n W IA I LI U" LI U I H114L 1 r%LnlN 31 11V1V YD1( HU D TRAFFIC-09 (TYPICAL). INSTALL Y WIDE SIDEWALK FROM STOP SIGN TO NORTH EDGE OF DRIVEWAY, CURB AND GUTTER PER AUB TRAFFIC-24, (TYPICAL). 03 SAW CUT EXISTING PAVING AND EXCAVATE TO SUBGRADE AS REQUIRED. VERIFY SUBGRADE PRIOR TO PLACING ADDITIONAL FILL OR PAVING MATERIAL. FILL WITH CLEAN BANK RUN GRAVEL AND COMPACT TO 95 % MAXIMUM DENSITY PER WASHDOT STD SPECIFICATIONS 2-03.3(14)D IF/AS REQUIRED TO ACHEIVE SUBGRADE. 04 RAISE EXISTING "I" STREET CL GRADE AND MAINTAIN SLOPE TO CB#5 INLET. EXTEND NEW ASPHALT IN THIS AREA TO INCLUDE EXISTING DAMAGED ASPHALT, SLOPE TO MATCH EXISTING GRADE. C END TRANSITION, 05 COORDINATE THE EXTENTS OF THE 1/2 STREET IMPROVED 0�� BEGIN 5' WALK PER AUB _. 07 08 04 ASPHALT SECTION AS REQUIRED TO ENCOMPASS ANY fTl CO:5)8-// TRAF IC-24 �,., EXISTING BROKEN PAVING AREAS IN "I" STREET. SAW EDGES C7 / TO BE MAINTAINED STRAIGHT AND CLEAN. PROVIDE HOT TAR / SEAL AT ALL SAW CUT JOINT LOCATIONS. O / 0 r i 9 9 i i CD m 06 INSTALL 2" HIGH x 6" WIDE THICKENED EDGE AT EDGE OF -D 0 03 05 06 PAVING, GRADE TO MATCH AT EXISTING PAVING. v _ �7 till t'i• r{ 4',�„� ., Ln z ///� 33 LF Qr( t�19 0,00 /D - " 07 INSTALL AND T WIDE SIDEWALK FROM NORTH EDGE OF DRIVEWAY TO NORTH SIDE OF PLANTER PER AUB TRAFFIC-24, z C 1 # PLANTER CURB PER DETAIL. n z Ln 6" 15" MIN LAP 0, I #4 T&B �zK' . R = 18" • #4 T&B 12 m n STA 0+24.92, 18.9 R �: \ (� i f 10" - T2T T:T = Q1 !ld 0 10 20 08 MATCH DRIVEWAY GRADE AND PROVIDE SMOOTH " TRANSITION FROM ASPHALT TO SIDEWALK AT NORTH NED OF SCALE IN FEET r SIDEWALK. SEE DETAIL B SHEET 06. ql STA 0+35.39, 0.00 L, STA 0+35.39, 20.00' L, MATCH EXISTING MATCH CL EL-83.55+/- EL=83.80+/- (TOP BACK OF WALK) , � BEGIN SAW CUT EXISTING BEGIN NEW SIDEWALK, CURB AND GUTTER: " q ASPHALT. COORDINATE SAW CUT INSTALL 7' 6" WIDE (TBW TO FL) SIDEWALK SAW CUT AND MATCH EXISTING ; LOCATION AND EXTENTS OF 1/2 AND CURB/GUTTER PER AUBURN STANDARD ASPHALT AT CENTERLINE - "I" STREET ; HOT TAR SEAL ALL AROUND (TYP) STREET MPROVEMENTS WITH DETAIL TRAFFIC-24 (TYP)44 PROPOSED CURB AND GUTTER FLOW CITY OF AUBURN. � ' LINE +/- STA 0+35.39, 12.50' L, STA 0+00.00, 0.00' L, FL EL=83.20+/- x5 EL=83.40 (ASSUMED MATCH EXISTING BEGIN PREP SUBGRADE AS REQUIRED (TYP) DESIGN ELEV AT TOP NEW CURB/GUTTER FL 2 CLASS "B", 2 CLASS "E", 6 BASE 5/8 OF MON CASE) MINUS. SEE NOTE 03, 04 STA 1+50.78, , � � 0.00' L EL=82.90 (TOP 04 06 OF THICKENED EDGE) - - - - - - - - - - - _ _ END "I" STRET IMPROVEMENTS - - - - «-- -- --------------------------- .. j O GAS EPs.$4 l i x, 8" WTR NOTE: EXISTING UTILITIES ARE SHOWN IN APPROXIMATE LOCATIONS BASED UPON BEST I AVAILABLE INFORMATION. ` CONTRACTOR SHALL VERIFY LOCATIONS OF ALL UTILITIES PRIOR TO THE START OF ANY WORK. Z: 1 ALL LF @ o lo% VLF NEW 8" DI, CLASS 52, @ 0.00% LF, 8" DI CLASS 52, !3 A 13 CB #5, TYPE I, WSDOT B-1 \1CB #6, TYPE I, WSDOT B-1 FRAME AND GRATE, WSDOT B-2a FRAME AND GRATE, WSDOT B-2a STA 1+42.45, 11.56 L, (CTR CB) RIM EL=,$?i. 8236 STA 0+38.20, 11.67' L, (CTR CB) - RIM EL=Sx--1 83.13 } IE=�1-ear 8" DI CLASS 52 (OUT SOUTH) ME _ SC). 79 IE=.44 :. , 8" DI CLASS 52 (IN NORTH) 7-E = 13(), -7 6 IE=SO- 8" DI CLASS 52 (OUT SE) EL= 79.16 (BOTOM OF STRUCTURE) y s . ; ':, :) 00 v,) 110 0� O N M N 00 Cr N O O 00 M N [l- N O O V) 00 N v) V) 00 C) V) kn V) 011 0C kn'"" 00 V') -0 O� v� N 01 V� - I� M O �D N O� �C N oC kn N r-- kn �-O I!t 0C � M OC r- kn t` rl N M M M M M M M M N M M N M M N M M N M N N M N N M N N M N N N N N N N N N O 00 00 0C 00 oC 0C 00 00 oC 00 0C oC 00 oC 0C d0 OC 0C 00 00 CO a0 oC 0C 00 oC 0C 00 00 0C 00 0C oC = 0C 0C 00 0C 0+40.00 0+60.00 0+80.00 1 +00.00 1 +20.00 1 +40.00 1 +60.00 $..{ "I" STREET PROFILE TOP BACK OF WALK (TBW) ELV FLOW LINE OF CURB ELV - -CENTERLINE ELV - "I" STREET 112 STREET IMPROVEMENTS RECORD DRAWING CERTIFICATION � .. R W, 4 � These drawings conform to the Contractor's construction recor SCALE. VERT 1 ":2.0' HORZ 1":10.0' s f BY: C. DATE: / 22 TITLE/POSITION: I CONFIRMED BY CITY- DATE: 02 _. �5'-0" f f 12'-6" 03 05 20, i �� VARIESO -=-' MATCH EXISTING FL CURB 2" CLASS "B" 1 'MIN 2" CLASS "E" 00 6" 3/8" MINUS GRAVEL BASE @ 95 % MAX 4, O DENSITY AND SUBGRADE BELOW TO 95 % MAX DENSITY, PER ASTM 1557 8' DI CLASS 52 18'-0" 12'-6" -� TBW FL -�� 20'-0" 20'-0" 1 ROW CL "I" STREET ROW SECTION A -A 1 /2 STREET IMPROVEMENTS "I" STREET STA 0+50.00 REF AUB TRAFFIC-3 2 SCALE: VERT 1 ":2.0' HORZ 1 ":10.0' PROJECT REF: FAC 02-0017 THESE PLANS ARE "APPROVED" FOR CONFORMANCE WITH THE CITY OF AUBURN ENGINEERING DIVISION REQUIREMENTS. u APPROVED BY: DATE APPROVED: 2i%03 L� 0 � P o_ D_ 0 Y 10 w \ O N O N O 'O W ¢ m U p D_ 41 c 0 rn E Z O E 0 E 0 ►r-^, 9 z E U U J vl H 0 0 U > > U N � L ►+1 NM W > jo W o a) o ¢ D ¢ � , ¢ N (n w o o O Q U U N (_ z �Q w w w to v > > J ¢ 0 0 N U) LL-Q w 1LLI Q N � Z > J O W U z ¢ Q W d DATE: 03/21 /04 Drawn By: J.C.E. Checked By: G.V.E. Approved By: G.V.E. O 0 a � 4 �1 bt 3 2 M 1 DATE: 02/14/03 REVISION NO. 01 PROJECT NO. HOB-01-010 sfrr No. 04 o P i137 91 71 6 5 4 3 2. A j B 7al me. .w �t �nK a a � - • kzf O =--= --- " -- -0CN Ln EXISTING 16' WIDE ALLEYWAY c0 TO BE VACATED BY CITY TO THE OWNER (n (3) REGULAR (4) COMPACT 3' OC RHODODENDR o SPACES © 9' SHRUBS WITH GI SPACES C�? 8 GR , UND COVER TNI A-_ I ® ® a 2) • PACES @ 9' CONFERENCE I ROOM O EXISTING LAWN I TO BE REPLACE r— I I ° . !- a _- - PROPOSED OFFICE SPACE, ^ " , •° 00 2,700 sqft. COMBINED - TOTAL. 2 STORY WITH IMPROVED BASEMENT O 10' WIDE 'LANDSCAPE !BUFFER 00 w t*A $fFIQV `-�--�...--._:__-�..:.-,,...._„_-�.. •�^ /� 1 ' \may` - -a (}PL/1='ilY`lL-- • �. • • 3 + G + + + + + + + + + + :•ST + + + + 4_ + + + + + + • + —i— +,�+ + + + + 4 = + + + + EXISTING CONCk/k—V L N AOL - , Pr � x COLC J�`IIII� W . - 1l1 iJ • ° IRRIGATION LEGEND =. INSTALL F TEE CONNECTION TO EXISTING WATER LINE, 1' ° BRONZE GATE VALVE WITH RISER AND VALVE BOX, BACK FLOW ASSEMBLY, DEDUCT METER, QUICK COUPLER = b AND ALL EQUIPMENT PER AUBURN STANDARD DETAIL I WATER-06 - 05 COORDINATE LOCATION WITH LANDSCAPING EQUIPMENT - AND OWNER V CL200 PVC MAIN, 18" DEEP (MIN) -- 3/4" PVC CL200 LATERALS, 12" DEEP (MIN) RAINBIRD 100-PEB AUTOMATIC CONTROL VALVE OR I EQUAL. COORDINATE THE IRRIGATION CONTROL WITH e EXISTING PER OWNER. N y O a RAINBIRD 1800 SERIES POP -UPS, 6" POP-UP ON SWING _ 4 RISER - AS REQUIRED - PROVIDE LOW POINT DRAIN, 24" DEEP (MIN) o INSTALL BRONZE GATE VALVE, RISER, BOX ELBOW DOWN, 2cuft. GRAVEL DRAIN BED ST- - � N 07 A00 low al �T u T T PLANTING SCrlED V LE A': - — PLANTING PLAN GENERAL DRAWING NOTES G S 01 CONTRACTOR SHALL PROVIDE A MINIMUM 1 YEAR GUARANTEE ON ALL PLANTINGS. a r CONTRACTOR SHALL SUBMIT A COMPLETE LIST OF PLANTINGS, SOIL AMENDMENTS AND BOTANICAL NAME COMMON NAME SIZE AND SPECIAL NOTES OTHER MATERIALS FOR REVIEW AND ACCEPTANCE BY THE OWNER PRIOR TO THE SPACING SEE GENERAL NOTES BEGINNING OF WORK. OWNER SHALL HAVE THE RIGHT TO MAKE MODIFICATIONS TO THE PLANTING PLAN. CHANGES TO BE APPROVED BY THE CITY OF AUBURN. EXISTING FIR TREE EXISTING FIR N/A EXISTING PLANTINGS 02 AMEND EXISTING SOIL TO A DEPTH OF 6" MINIMUM WITH 50 % COURSE PEAT MOSS, FULL p TREE AND TREES TO WIDTH AND LENGTH OF LANDSCAPE PLANTING STRIP- APPLY 24" MULCHING OVER ALL REMAIN. PLANTINGS. APPLY 1-2" BEAUTY BARK FINISH COVER FULL WIDTH AND LENGTH OF LANDSCAPE PLANTING STRIP. ACER "P" JAPANESE MAPLE 25' OC, GROWS TO I5' TALL, 03 LOCATIONS OF UTILITIES SHOWN ARE APPROXIMATE BASED ON OWNERS RECORDS. NOT ALL p BLOODGOOD 7 8 WIDE UTILITIES MAY BE SHOWN. CONTRACTOR SHALL CALL ONE -CALL -LOCATE SERVICE TO SO4 VERIFY AND LOCATE ALL UTILITIES PRIOR TO DIGGING ACTIVITIES. 1 (800) 424-5555. 4 ANDSCAPE AND IRRIGATION PLAN NOTES 0000 RHODODENDRON RHODODENDRON 2gal, 4' OC, W/ MAT[J1tE TO 3-4' 0000 'PJM' 'PJM' 2-4" MULCH TALL, LAVENDER 01 APPROXIMATE LOCATION OF EXISTING IRRIGATION CONTROLLER. COORDINATE CONTROLS 0000 FLOWER, FULUMED WITH EXISTING EQUIPMENT TO THE EXTENT POSSIBLE. CONTRACTOR TO SUBMIT AN SUN @ IRRIGATION PLAN AND PRICING FOR OWNER'S REVIEW INCLUDING ALL LAYOUTS, VALVES, PIPING, CONTROLS PRIOR TO PROCEEDING WITH THE WORK. INSTALL ALL EQUIPMENT PER PIERIS JAPONICA VALLEY ROSE 2 gal, 4'OC, w/ GROWS TO 4-5' TALL, CITY OF AUBURN STANDARDS AND OWNER'S DIRECTION. SUBSTITUTION REQUIRES WRITTEN "VALLEY ROSE" 24" MULCH BURGUNDY COLOR, APPROVAL OF AUB PLANNING DEPT. FULL SUN @ 02 REFERENCE DRAWING SHEET 03 FOR FURTHER INFORMATION REGARDING IRRIGATION AND ®® LITHODORA D)F'FUSA GRACE WARD ;gal, 12-18" 6" TALL, BLUE SIGN POWER CONDUITS. ®® (GROUND COVER) OC, w/ 24" FLOWERS MAY-JUNE, MULCH FULL SUN 07 03 PROVIDE SLEEVE FOR IRRIGATION MAIN PIPING AND POWERICONTROL CONDUITS UNDER SIDEWALK AS INDICATED. TYPICAL - (2) LOCATIONS, 4" PVC (MIN). REFERENCE DWG SHEET 03. t�� CAREX EVERGOLD SEDGE gal 12-24" 6" COMPACT HUMP t (GROUND COVER) OC, w/ 2-4" BRIGHT YELLOW w/ MULCH GREEN ARCHING O PROVIDE ROOT CONTROL AND PROTECT ROOT BALL. PROVIDE STAKING AND SUPPORT. - LEAVES, FULL SUN 07 REFERENCE CITY OF AUBURN STANDARD DETAIL TRAFFIC-14 AND OTHER DETAILS. SODDED LAWN AREA SOD SHALL BE A BLEND OF PERENNIAL RYE AND BLUE GRASSES, - / '.•,•,�.�,�,�.�. 05 BACKFLOW DEVICE AND INSTALLATION SHALL BE APPROVED BY THE CITY OF AUBURN • + 3:1 RATIO, SUPPLIED BY A LOCAL, COMMERCIAL TURF FARM. AMEND SOIL WITH 6-20-20 STARTER FERTILIZER. 06 EXISTING TREES TO REMAIN. CONTRACTOR SHALL MAINTAIN AND PROTECT TREES 1 THROUGHOUT THE COURSE OF CONSTRUCTION. 7_ .' 07 2 GALLON OR 18" AT TIME OF PLANTING. SHRUBS TO BE PLANTED ON 4' TRIANGULAR / PLANT SHRUBS 4' O.C. TRIANGULAR SPACING, ACROSS WIDTH OF SPACING GROUND COVER TO BE PLANTED THROUGHOUT. N90000'00"E 240.25'(M) ,yip E 35 01 Li C6 N iu L. • - i 03 05 1J- a - 7 ©` d � EXISTING CONCRETE �AL G PLANTING BED. 64 a' a PLANT GROUND COVER THROUGHOUT SHRUBS 4' OC (MIN) 'l - �r - �iN I� ,� •.. jIi' PROJECT REF: FAC 02-0017 f t THIS PLAN SHEET REFLECTS THE CITY OF RN'S MINIMUM LANDSCAPING REQUIREMENTS. f. e -r 0 10 20 �\ N f APPROVED BY: SCALE IN FEET' g Z DATE: N.A. 1"_10' DATE APPROVED: •ZS• - - Drawn By: J.C.E. n � v ° A 4 pq ° A 4 a d U � d G A_ Checked By: G.V.E. Approved By: G.V.E. LANDSCAPE AND PLANTING PLAN P 7 Q 0 10 r w N N M QOO~ \ \ \ \ U IN O w Q m 0 41 0 o Z U) E E 45. o E 9 Z E " I O_ E .) 3 3 ►� a- UI 0 U 3 a! vi LLI °' LL. 0 o- Q Q a) D b Q N M ^ I i cn w o O O 8 U N (_ Z Q V) U — J Q -� 0 0 cV L LL- I � wLLI Z Q N LLJ > 0 LLI J 3:U af Z Q Q w a_ U Q 0 00 0 7 6 5 4 ramr^^ vl `t 3 a 2 1 DATE: 04/26/03 REVISION NO. 01 PROJECT NO. HOB-01-010 SHT NO. 05 H J ( ATAq. K �. f L_ M N 0 A 117107 10 61 51 41 31 21 8 CATCH BASIN STORMFILTER - PLAN VIEW t SCALE: N.T.S. CATCH BASIN STORMFILTER - SECTION VIEW A -A SCALE: N.T.S. The STORMWATER MANAGEM:BN1 Storm fte U.S. PATENT No. 5.322,829, No. 5,707,627, No. 6,027,639. No. 5.624,570. AND OTHER U.& AND FOREIGN PATENTS PENDING .,:; GENERAL NOTES: y. 1.) STORMFILTER BY STORMWATER MANAGEMENT INC., PORTIAND, OREGON (800/548-4667). x z 2.) CATCH BASIN MUST BE SET LEVEL. a 3.) EXTERNAL PIPING AND COUPLINGS TO BE PROVIDED BY OTHERS. 4.) FLEXIBLE COUPLING TO BE USED AT INLET & OUTLET. FERNCO OR ENGINEER APPROVED. F Q 5.) PERIMETER SLAB TO BE PROVIDED BY CONTRACTOR. 3 z .. 6.) STORMFILTER REQUIRES REGULAR MAINTENANCE. REFER TO OPERATION AND MAINTENANCE i MANUAL FOR DETAILS. 99 7.) CATCH BASIN STORMFILTER STRUCTURAL SPECIFICATIONS: 0 LOAD RATING: 20,000 LB. V1 CONSTRUCTION: 1/4" STEEL PLATE COATING: CORROSION RESISTANT, ALL SURFACES UNIT WEIGHT: 650 LB. INLET GRATE: DUCTILE IRON PERIMETER SLAB: REQUIRED 1 I fl. CATCH BASIN STORMFILTER - SECTIO14 VIEW B-B SCALE: N.T.S. DETAIL A - CB#1 STORM FILTER CATCH BASIN ......... .................................. ­­ ....................... -_'------------------------------------------------------ REFERENCE SHT 04 -----. ......... 1 PERFORATED DRAIN PIPE I II 11I MI I I1 -I FILTER FABRIC - 1 �C 6" MIN 1 � I oc I I1 O O� ✓ � 0�0 18 MIN 1 it - 111 I 12" MIN f I I II I I1 I I I I I I I W mo STRUCTURE CALLOUT ID CB 1 WATER QUALITY FLOW (CFS) 0.030 CONVEYANCE FLOW (CFS) 0.18 RETURN PERIOD OF PEAK FLOW 25YR MEDIA TYPE PERLITE RIM ELEVATION 82.23 (CHECK: RIM - IE-OUT = 2.3') 1. E. DIAMETER INLET STUB N.A. N.A. OUTLET STUB 79.92 8" PVC SDR CIRCLE CONFIGURATION: OUTLET OUTLET INLET INLET OPTIONS (AVAILABLE AT EXTRA COST): ❑ OUTLET STUB - OTHER THAN 8" DIAMETER ❑ INLET STUB ❑ OTHER: STORMWATER x MANAGEMENT 1 NC. 12021-B N.E. AIRPORT WAY • PORTLAND, OR 97220 (503) 240-3393 " FAX: (503) 240-9553 21 SHEET )aFtxieQ, wA: r?1Eafa) ar: d1E1CK MIE: _ - _ _ - - OrUWN BY: WRxARD 9r:� AiTR. GATE: DM BY welspN - an ow k ScxE. PRWECT No. FILE NAME, STORMWATER M A N A G E M E N T INC. ------------------- ------------- --- --..................... I I 5' WSDOT B-27 SECTI❑N I 1' MIN SOLID CMU BLOCKS 6 PLACES, COMPACT DETAIL D TO 85% UNDER BLOCKS INFILTRATION TRENCH :A NOTES: -------------------- REFERENCE SHT 04 FILTER FABRICALL AROUND TURN UP 6" AT SIDES, OVERLAP EDGES 12" i 1' MIN 6" --- ---- ---- -------- --i V MIN DETAIL C INFILTRATION BASIN NOTES: 1. INSTALL 48" MIN TYPE 11 WSDOT B-le WITH 5' PERFORATED SECTION PER WSDOT B-27 DRYWELL, 1. INSTALL PVC SDR-21 , PERFORATED PIPE, SIZE AS INDICATED. PLACE HOLES SIMULAR TO AUBURN STANDARD DETAIL STORM-06 AND AS SHOWN ABOVE. IN THE DOWNWARD OR SIDE POSITION. 2. FILTER FABRIC FOR INFILTRATION SYSTEMS TO BE NON -WOVEN POLYPROPYLENE GEOTEXTILE FABRIC, 2. FILTER FABRIC FOR INFILTRATION SYSTEMS TO BE NON -WOVEN CONTECH C45-NW AS MANUFACTURED BY CONTECH CONSTRUCTION PRODUCTS INC., OR EQUAL. POLYPROPYLENE GEOTEXTILE FABRIC, CONTECH C45-NW AS MANUFACTURED BY 3. BED AS SHOWN IN 3/4 MINUS, CRUSHED, ANGULAR, WASHED ROCK. PLACE ON (6) SOLID 8x8x16 CONTECH CONSTRUCTION PRODUCTS INC., OR EQUAL. CMU BLOCK TO SUPPORT LOWER EDGE OF SECTION WALL. 3. BED AS SHOWN IN 3/4" MINUS, CRUSHED ANGULAR, WASHED ROCK. d 11 fi1� Q O = 10 W N N rr) f7 \ 0 0 0 0 N Q A \ \ \ N O O N O O tJ Q M U O O D" PART 1 GENERAL 2.2 STEEL CATCH BASIN COMPONENTS 1.1 SECTION INCLUDES - e I A. Steel Catch Basin: Catch basin shall be all welded steel construction, rn fabricated from 1/4-inch steel, coated inside and out with asphaltic paint,ate+ V1 Catch Basin StormFilter and rated for 20,000 lb loading. 17 N O I�-I 1.2 RELATED SECTIONS B. Catch Basin Grate: Gratin shall be ductile iron construction and rated 9 0) E E + O for 20,000 lb loading. 1-1 C: E Section [ ) C. Catch Basin Solid Lid: Solid lid shall be diamond -plate construction O O 0 O U 1.3 SUBMITTALS with 2-inch angle support, all sides coated with asphaltic paint, and rated E J for 20.000 lb loading. O � A. Stormwater Management to submit shop drawing to contractor for H O 4) N O 15 approval. 2.3 CONTRACTOR -PROVIDED COMPONENTS W 0 .� O B. Stormwater Management to submit Operation and Maintenance Manual to A. Concrete: Shall be 3000 psi, 28 day strength, 3/4-inch round rock, _ Of > contractor if requested. 4-inch slump maximum, placed within 90 minutes of initial mixing, or as C) N L0 L. otherwise specified in the general technical specifications. in 'j PART 2 PRODUCTS W 0 (1) _aM Z 0) LJ B. Rebar: Shall meet ASTM A-615M Grade 420 (60 ksi) or as otherwise Of Q Q 7 2.1 INTERNAL COMPONENTS specified in the general technical specifications. to a -o U) ,n A. All internal components including PVC piping, filter cartridge(s) and filter C. Sub -Base: Shall be 6-inch minimum of 3/4-inch minus rock or as :3 C L- media (as specified in the StormFilter data block) shall be provided by otherwise specified in the general technical specifications. Q N Stormwater Management Inc., 2035 NE Columbia Blvd., Portland, OR 97211 (800/548-4667). D. Backfill: Shall be 3/4-inch minus rock or as otherwise specified in the general technical specifications. B. PVC Piping: All internal PVC piping and fittings shall meet ASTM D1785. PART 3 EXECUTION J Z C. Filter Cartridge: O 3.1 STEEL CATCH BASIN V) _Z O 1. Cartridge bottom pan, inner ring, and hood shall be constructed from W 0 _ Q linear low -density polyethylene. Cartridge screen shall consist of galvanized A- Catch basin floor shall be set level and plumb. = W N V) U 1" x 1/2" welded wire fabric (16 gauge minimum) with a bonded PVC B. Contractor shall sediment and debris from entering the filter C) C) W W coating. Internal parts shall consist of PVC or ABS pipe and fittings. prevent unit during construction. Z U W V) > > Siphon -priming float shall be constructed from linear low -density Q U polyethylene. Outer filter fabric shall be 10 x 8.5 clear fiberglass mesh. Inner filter fabric shall be 10 x 8.5 clear fiberglass mesh over Enkamot C. Contractor shall compact sub -base to 95% of maximum density or as N J J L Q C) 0 7210 or woven polyethylene with a US Standard Sieve #20 opening size. All otherwise specified by engineer. Unsuitable material below sub -grade shall Q miscellaneous screws, nuts, and fasteners shall be aluminum or stainless be replaced as directed by engineer. L.L_ steel. D. If necessary, the inlet chamber may be filled with clean water to assist - - V) I 0 2. An orifice plate shall be supplied with each cartridge to restrict flow in preventing flotation during construction until the structure is backfilled is W Z Q cV W i rote to 15 gpm maximum. and the concrete collar poured. Z LLI O - D. Filter Media: Filter media shall be by Stormwater Management or E. Contractor shall compact backfill to 95% of maximum density or as _1 I- O LLJ J 3: Y U of approved alternate. Filter medic shall consist of one or more of the otherwise specified by engineer. Z Q Q W d following, as specified in the StormFilter data block: F. Catch basin outlet shall be connected to downstream (and upstream, if L, v () V) ct 0 = a- U Q 1. Perlite Media: Perlite media shall be made of natural siliceous volcanic applicable) piping using a flexible -type coupling. rock free of any debris or foreign matter. The expanded Perlite shall have a bulk density ranging from 6.5 to 0.5 Ib/ft3 and particle sizes ranging G. Concrete perimeter slab shall be constructed 1 foot wide and 6 inches from 0.06 to 0.50 inches. thick. Slab shall include two #4 rebar hoops with minimum 6-inch overlap at closure. Allow 2-inch vertical spacing between hoops and minimum 2. CSF Leaf Media: CSF Leaf media shall be made exclusively of fallen 2-inch clearance from concrete surfaces. deciduous leaves with less than 5% by dry weight of woody or green yard - - debris materials. Filter media shall be granular and shall contain less than 3.2 FILTER CARTRIDGE 0.5% foreign material such as glass or plastic contaminants. Media shall be dry at the time of installation. Catch Basin StormFilter shall be provided complete with cartridge(s) and cartridge media installed. The CSF Leaf media shall have a bulk density ranging from 40 to 50 Ib/ft3 and particle sizes ranging from 0.05 to 0.50 inches. Maximum level 3.3 CLEANUP of dust for filter media shall be defined as: media passing through a US Standard Sieve #4 shall have no more than 10% (by mass of dry media) A. The project site shall be clean and free of dirt and debris before runoff passing a US Standard Sieve #45. is allowed to enter the filter. Site work shall be in a complete condition as approved by the engineer. The project site includes any surface that 3. Zeolite Media: Zeolite media shall be made of naturally occurring contributes storm drainage to the system. clinoptilolite, which has a geological structure of potassium -calcium -sodium aluminosilicate. B. The inlet/outlet chamber and filter chamber(s) shall be free of construction debris and sediment before the system is placed in operation. The zeolite media shall hove a bulk density ranging from 44 to 50 Ib/ft3, particle sizes ranging from 0.125 to 0.25 inches, and a cation exchange C. Contractor shall remove the 4-inch temporary construction plug(s) capacity ranging from 1.0 to 2.2 meq/g. between the inlet chamber and filter chamber(s) to place the system in operation. 4. Iron -Infused Media: Iron -infused media shall be made from phenolic resin mixed with iron particles and polymerized to forth open cellular foam. D. The 4-inch cleanout plug in the overflow weir wall shall remain in place The stock materials must be free of debris with the iron particles being for proper operation of the system. non -reactive and non -greased. The iron -infused media shall have a bulk density ranging from 20 to 30 END OF SECTION Ib/ft3 and particles sizes ranging from 0.0 to 0.5 inches. 5. Pleated Fabric Insert: Pleated fabric insert shall be constructed with a minimum of 75 sq-ft of fabric placed between two aluminum end caps with neoprene gaskets. The overall dimensions of the insert shall be 16.0" O.D. x 11.5" I.D. x 18.25" tall. The fabric shall meet the following specifications: 140 pleats measuring 2.125" x 18.25'; 100% 3D PE/PET bicomponent fiber, thickness of 19 mils; Mullen Burst of 96 psi; and Coulter Parameter of 70 micron. SHEET aeal•m x°-- clEacns a+wx arrE: wrw W. .rrpwrc _-- AFM Dan: aM,E wY m1o" - - aro APP0. SCALE: FRQECT N0. DRAWWC FILE NAME: WT E1IP I'LM WE x ORMWATER MANAGEMENT 1 NC. TRANSITION END OF SIDEWALK 2 #REINFORCING5 BARS GRADE EVENLY, MATCH ASPHALT MIN - SECTION A -A FLOW LINE GUTTER N.T.S. Q (2) #4 REINFORCING BARS MIN LAP 15" ------------- - -- - ------ ,I ------- O - -- ---------------- c I DO DO I D DO DETAIL B - CONC GUTTER w T N.T.S. ro x � '�►� ,� 11916� RECORD DRAWING CERTIFICATION ONAL ENC� PROJECT REF: FAC 02-0017 These drawings conform to the Contractor's construction records. 4 �O-StDATE: 11 2Z�o3 THESE PLANS ARE "APPROVED" FOR License Exp M 3auo BY: .P /Z CONFORMANCE WITH THE CITY OF E. T, AUBURN ENGINEERING DIVISION REQUIREMENTS. r-P 4A, S/03 DATE:-03/21/04 TITLE/POSITION: -1, APPROVED BY: 0'ei. - ` 51,01 Drawn By: J.C.E. CONFIRMED BY CITY: DATE: DATE APPROVED: Ll h, 0 p 3 Checked By: G"y"E. Approved By: G. V. E. PAVING AND STORM DETAILS 0 5 4 � 4 ' r--i '-= 3 � � 2 cc 1 DATE: 02/14/03 REVISION NO. 0 I 1 PROJECT NO. HOB-01-010 SHT N0. 06 P )737 10 \ 7 / & ! r�_'�-_ low- � � NNV- AN ~` awv���~�� � �� i ^ 9 LWATM IN THE SE 1/4 OF THE NW 1/4 OF CATCH BASIN RIM EL=99.45 u cc ^ ~CONCRETE RAMP ASPHALT OA�VE .100 PAVEMENT CATCH BASIN FOUND 2" DOMED PATCH RIM 4 BRASS DISK. IN CASE. WITH PUNCH MARK. E. MAIN S T BRASS DISK, IN CASE. WITH PUNCH MARK. CATCH BASIN PAVEMENT RIM EL-=98-42— PA17CH L] K��!xrA" ~~~~,, | -� ��� reclolon -°� uyxVOY1110LLC j3etjt! BENTLEY E. SHAFER CERTZFTCkTE 140. 35984 LEGEND e MONUMENT FOUND AS NOTED (C)CALCULATED (m)MEASURED CULVERT CATCH BASIN H STOP SIGN� [A& GAS METER T GUY ANCHOR UTILITY POLE ELECTRICAL VAULT �� `�/LISHT STANDARD 9 WATER METER n---e---'o---- kJOD FENCE __---G------ GAS LOCATE PAINT ~---°----"--- CHAIN LINK FENCE EDGE OF PAVEMENT 00000000 ROCKERY 1' THIS SURVEY DOES NOT PURPORT TO SHOW EASLJENT3 OF RECORD OR THE LOCATION OF UTILITIES - EXCEPT AS SHOWN. 2. THE METHOD OFMONUMENT LOCATION WAS FIELD TRAVERSE. THE INSTPUMENTS USED WERE: TAIMBLE 5600DA. ROBOTIC TOTAL STATION. 3. THIS SURVEY MEETS OR EXCEEDS THE MINIMUM STANDARDS SET FORTH IN #AC332-130 4� BASIS OF BEARING: ASSUMED EAST -WEST ON EAb/ MAIN STREET BETWEEN ''Z" STREET AND ''H^ STREET. 5. VERTICAL DATUM = ASSUMED. G CONTOUR INTERVAL = 1' ' 7' ONLY ABOVE GROUND VIS��BLE EXISTING UTILITES WFRE SHOWN THIS SURVEY. B� THE EXACT LOCATION OF ALL UTILITIES SHOULD BE VERIFIED PRIOR TO ANY DESIGN OR CONSTRUCTION. L-�[��| D����[�}pTTO�� -~ �~ � DESCRIPTION LOT 3, BLOCK 1, PLAT OF POPLAFV4DOD ADDITION TO AUBUAN, RECORDED IN VOLUME 32 OF PL4TS, PAGE 5' AECnRDS OF KING COUNTY, THIS DRAWING. IS THE PROPERTY OF EVERGREEN PRECISION SURVEYING AND SHALL NOT BE USED FOR ANY PURPOSE WITHOUT THE WRITTEN CONSENT OF AN AUTHORIZED AGENT OF EVERGREEN PRECISION SURVEYING. EVERGREENPRECISION SURVEYING, ACCEPTS NO AESPONBIBLIITY FOR THE USE OF THIS OH4MINS FOR ANY PURPOSE AFTER SIX MONTHSFROM THE DATE OF THE SURVEYORS SEAL. SURVEY FOR: 11225 S.E. 306M PL. Exhibit Map AUBURN, WA. 98092 \ w DATE: JANUARY 7' 2002 JOB NO: OOi87 CQPYgICHT20LOZ EVERGREEN PRECISION SURVEYING FOR INFORMATION ���7�������������T ���������������T ���T����������Tx� EVERGREEN ���������������� SURVEYING �� � ��, ~= ...... | k� | KJ \ [) \ w/ / /v | [} / 10 04 Ld �m � . � � � ~^. � � /? o � , * ^ �