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HomeMy WebLinkAboutR-436702Q0 co Lij A A FAI An A❑ ❑s D A A A A b A PRCJET LIMITS: VIA, OF SE 1 72nd ST., TO VlF SE 166th ST SUMMARY OF OUANTITIESLENGTH: 609 METERS - ---- -- PROJECT NUMBER - ITEM NO, TOTAL QUANTITY METRIC UNIT STD. ITEM NO ITEM �,�G cou"rY 400693 K IN4 Cot)NTy c'i7410 AS -BUILT PREPARATION 1 LUMP SUM L.S. 0001 MOBILIZATION a Limp SUM 2 LUMP SUM L.S. 0035 CLEARING AND GRUBBING 0 WMP SUM .40 3 LUMP SUM L.S. 0050 REMOVAL OF STRUCTURES AND OBSTRUCTIONS LUUMP SUM T 00 4 1,350 M. REMOVING PAINT STRIPE 1,350 92 15 5 225 S.M. REMOVING PAINTED TRAFFIC MARKING 72.00 GRADING 6 550 C.M. ROADWAY EXCAVATION INCL. HAUL 7 382 TONNE GRAVEL BORROW INCL. HAUL � 31 8 94 M. CONSTRUCTION GEOTEXTILE FOR TEMPORARY SILT FENCE 1. g4 DRAINAGE 9 134.5 C.M. STRUCTURE EXCAVATION CLASS B INCL. HAUL 134.5 10 54 G.M. GRAVEL BACKFILL FOR TRENCH 54 11 6 C.M. GRAVEL BACKFILL FOR DRAIN 8 12 7 EACH CURB INLET WITH THROUGH CURB INLET 7 7.00 13 10 EACH 7347 CONNECTION TO EXISTING CATCH BASIN 10 10.00 14 18.5 M. UNDERDRAIN PIPE 150mm 6 IN. DIAM. 18.5 17.50 15 11.5 M. DRAIN PIPE 150mm (6 IN.) DIAM. 11.5 16 112 M. SCHEDULE A CULV. PIPE 300mm (12 IN.) DIAM. 112 ��� 5 17 8 EACH CATCH BASIN TYPE 1 8 80 18 13 EACH 3101 ADJUST EXISTING CATCH BASIN TO GRADE 13 -_ a og- 19 75 C.M. DITCH EXCAVATION INCL. HAUL 75 20 12 EACH 3132 STD. FRAME AND SOLID COVER FOR CATCH BASIN 12 10.00 21 3 EACH CONNECTION TO EXISTING PIPE 3 4.00 22 1 EACH THROUGH CURB INLET FRAME AND GRATE 1 1.00 70 INISTAL�TI�RU cuRB INLET' IN EECISTING C.8. -� WATER LINES - 23 2 EACH SERVICE CONNECTION 25mm DIAM. 2 1.00 STRUCTURE~�T 24 195 C.M. STRUCTURE EXCAVATION CLASS A INCL. HAUL € 95 3,0 �- SURFACING - 25 100 TONNE CRUSHED SURFACING TOP COURSE 100 ASPHALT TREATED BASE 26 342 TONNE ASPHALT TREATED BASE 342 ASPHALT CONCRETE PAVEMENT 27 535 TONNE ASPHALT CONC. PAVEMENT CL. B. INCL. DRIVEWAYS . 535 g7.7f CEMENT CONCRETE PAVEMENT 28 154 S.M. CEMENT CONC. CL. 28 FOR DRIVEWAY 125mm THICK 154� 1.5P6 EROSION CONTROL & LANDSCAPING 29 LUMP SUM L.S. SEEDING, FERTILIZING & MULCHING --EROSION CONTROL LUMP SUM 1.00 30 210 S.M. SEEDING, FERTILIZING & MULCHING-B€OSWALE 210 31 15 S.M. SOD 15 32 210 S.M. JUTE MATTING 210 ., 33 250 S.M. CLEAR PLASTIC COVERING 250 - 46 34 5000 DOLL. 6489 TEMPORARY WATER POLLUTION/EROSION CONTROL 5000j 35 15 EACH INLET PROTECTION 15 115, 36 9 EACH SHORE PINE 1.52m---2m HT) 9 g.p0 37 4 EACH PACIFIC DOGWOOD 1.52m-2m H 4 4.00 38 10 EACH VINE MAPLE (1 m HT) 10 10.w 39 22 EACH SNOWBERRY 22 ,22.00 40 17 EACH EVERGREEN HUCKLEBERRY 17 M00 41 24 EACH RED FLOWERING CURRANT 24 2-.00 42 80 EACH SALAL 80 60.00 43 148 EACH NUTKA ROSE 148 1,¢&pp 44 45 C.M. COMPOST TOPSOIL 45 45 13 C.M. BARK MULCH 13 13.] 46 30 M. HIGH VISIBILITY FENCING 30 6030 47 LUMP SUM LS 6605 PLANT ESTABLISHMENT 2,000 MIN. LUMP SUM '71 REMOVE 4 CASPOSE � TREES 1.00 TRAFFIC 48 1,060 M. PAINT STRIPE 0 it Q D 1.056.00 49 1,048 M. PAINTED BICYCLE LANE STRIPE 0 l.Q4� 1 010.00 50 322 M. PLASTIC GORE STRIPE 322 31 51 268 S.M. PLASTIC CROSSWALK STRIPE Ik 248 `� 7.69 52 45 M. PLASTIC STOP BAR 0 45 35,41 53 20 EACH 6833 PLASTIC TRAFFIC ARROW 2 16,00 54 12 EACH PAINTED BICYCLE SYMBOL 8 ►. I C].00 55 2 HUND 6884 RAISED PAVEMENT MARKER TYPE 2 +� 56 LUMP SUM LS. SIGNALIZATION SYSTEM COMPLETE - SOUTHEAST 168TH STREET LUMP SUM 57 800 HOUR 6979 TRAFFIC CONTROL LABOR � 1900 410.25 [!3 / R�MoV� 4 o►spOSE IbEAM GUA FZDR.a.1l._ .Op OTHER ITEMS 58 1,001 S.M CEMENT CONC. SIDEWALK 100mm THICK +, 0Q 1 6,32 59 512 M. CEMENT CONC. CURB AND GUTTER $ �!.'I:, . 60 54 M. EXTRUDED CURB S4. 61 50 M. CHAIN LINK FENCE TYPE 3 5, 62 47 M. TEMPORARY CHAIN LINK FENCE t1 +7 31.59 63 54 M. REMOVING AND RESETTING EXISTING FENCE 54 �.�1 64 83 S.M. ROCK FACING 83 65 47 M. ROCK FACING CAP 47 72 66 31 S.M. CONST. GEOTEXTILE FOR UNDERGROUND DRAINAGE 31 67 4 EACH 7563 MAILBOX RELOCATION 4 68 LUMP SUM L.S. SPECIAL BUS PAD WITH WALL I-e�Mp SLIM 100 FIELD BOOK: SURVEYED: a SURVEY BASE MAP; a DESIGN ENTERED:_.._ Lu DESIGNED ii CHECKED: 1626 & 1628 GAMMELL 91--94 S.B. GROSS 94 KUNIHIRO 99-00 NGUYEN 99-00 MITC HELL 04/00 r _ , %.,�. a DATE - a T"tASPE,Rt 4Q0A*4TLTY Ta P■4SlCT NL*460jt C(i?410 - Lm - OW23 REVISION BY DATE FED. Al D No. PROJECT No SURVEY No. LI NETYPES EXIST, SURFACE FEATURES: .NTERIOR _R10P Ifii=KlC�. F.X.TER OR . . I1W01Ii1L9ikill BUILDING LINE (EXISTING) CA NAL[SCALEA B L E] (EXIST.) CREEK/DITCH CENTERLINE (EXIST.) CURB/PAVEMENT/SIDEWALK (EX) FENCE (EXISTING) GUARDRAIL (EXISTING) LAKE/POND MARSH/SWAMP PERIMETER WETLAND PERIMETER (DELINEATED BY BIOLOGIST) STREAM PERIMETER (DELINEATED BY BIOLOGIST) RETAINING WALL (EXISTING) RIVERBANK/SHORELINE - - - - - - - - - - - - - - - EDGE STRIPE ROCK FACING (EXISTING) SURVEY: CENTERLINE (EXISTING) CONTOUR (DEPRESSION) CONTOUR (INTERVAL) (EXIST.) * * * CONTOUR (INDEX) (EXIST.) - ---- - EASEMENT (TEMPORARY) MATCH LINE MEANDER LINE PROPERTY LINE (EXISTING) _. RANGE/TOWNSHIP LINE RESERVATION/PARK/FOREST (EX) RIGHT-OF-WAY (CURRENT) `T7 " CITY-- LIMITS 111 SECTION LINE QUARTER SECTION LINE SIXTEENTH SECTION LINE STATE/COUNTY/CORPORATE LIMIT UTILITIES (EXISTING) CABLE TELEVISION (AERIAL) CABLE TELEVISION (BURIED) FORCE MAIN GAS OIL POWER (AERIAL) POWER (BURIED) SANITARY SEWER STEAM STORM DRAINAGE TELEPHONE (AERIAL) TELEPHONE (BURIED) UTILITY SERVICE LINE (GENERAL) WATER GAS STORM DRAIN NOTE: FOR SPECIAL FEATURES SEE SPECIAL PROVISIONS 400593 28-23-05-27 MAINTENANCE DIVISION No. LEGEND PROP, DESCRIPTION BUILDING LINE (PROPOSED) ' -REEK/DITCH CENTERLINE (PROP." CURB/PAVEMENT/SIDEWALK (PROP) --- - CURB(PROP)2/7 FENCE (PROPOSED) ■ ■ GUARDRAIL (PROPOSED) _ _ _-.....____...... LAKE/POND MARSH/SWAMP PERIMETER INTERIOR- -- WETLAND PERIMETER F :{_FRIOR .----._.... --- INT-RIOR ry _ STREAM PERIMETER EXT q OR RETAINING WALL (PROPOSED) CENTERLINE (PROPOSED) -- - -- CONTOUR (INTERVAL) (PROPOSED) CONTOUR (INDEX) (PROPOSED) EASEMENT (PERMANENT) ® RAMP ® TRANSITION RAMP REMOVING CEMENT CONC. SIDEWALK PROPERTY LINE (PROPOSED) WATER SYMBOL EXIST, PROP, R/W(EX. DURING DESIGN REVIEW ONLY) RIGHT-OF-WAY (PROPOSED) RIGHT-OF-WAY (LIMITED ACCESS) COINCIDENTAL F CUT --FILL LINE DESCRIPTION GUARD POST FIRE HYDRANTS: � Lfi M WATER VALVE ABBREVIATIONS SYMBOL DESCRIPTION ARID AGREEMENT TO RECONSTRUCT DRIVEWAY MPE MULTIPLE PURPOSE EASEMENT TCE TEMPORARY CONSTRUCTION EASEMENT CONVERSION TABLE ENGLISH UNITS METRIC UNITS E 2,4710 ACRES 1 HECTARE 1.1960 S.Y.SQUARE METER I 3.2808 L1. -1NEAR METER :3073 C,Y_ CUBIC METER -1023 TON ---- F ONNE (METRIC TON) 10- 7639 S. F . SQUARE METER 264;1700 GAL.. - KILOLITER I GAS/POWER/TELEPHONE SYMBOL DESCRIPTION EXIST. PROP, 0 GAS METER GAS VALVE PAD MOUNTED TRANSFORMER © POWER VAULT TRANSMISSION TOWER (SCALEABLE) # UTILITY POLE POWER POLE E-- UTILITY POLE ANCHOR TELEPHONE RISER Ell i TELEPHONE VAULT - SURVEY SYMBOL DESCRIPTION p ANGLE POINT BENCH MARK BLOCK CORNER IRON PIPE MONUMENT (IN CASE) MONUMENT (SURFACE) OWNERSHIP TIE SECTION CENTER DRAINAGE SYMBOL EXIST. PROP. i 0 ■ 12M SECTION CORNER QUARTER CORNER SIXTEENTH CORNER CLOSING CORNER MEANDER CORNER WITNESS CORNER SOIL BORING SPOT ELEVATION TAX LOT / PARCEL NUMBER INTERSTATE ASSESSOR'S CODE DESCRIPTION SAN. SEWER CLEAN OUT SAN. SEWER MANHOLE STORM DRAIN INLET STORM DRAIN CULVERT STORM DRAIN CATCH BASIN STORM PIPE(PROPOSED) DOUBLE LINE T4 SIZE OF PIPE DIAMETER . F�0 R/ R-4 DING COUNTY DEFE OF TRANSPORTATION SHEET °F msyPAUL TOLIVER, DIRECTOR 2 ft >a OF 116th AVENUE S.E. PHASE II :a INTERIM IMPROVEMENTS .• ��a�vAt �• SHEETS 4 EXPIRES -3/9/02 SUMMARY OF QUANTITIES LEGEND COUNTY ROAD ENGINEER 310-30(02) 7! it p.