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Home My WebLink AboutTED4001624.2SUMMARY OF QUANTITIES NO. STATE FED. AID PROJECT NO. SHEET NO. MREGION 10 WA I H E S - 1292 (1) 2 Item Schedule A Schedule B Schedule C Total No. Item Description Unit Quantity Quantity Quantity Quantity ------------------------------------------------------------------------------------------------ 1. Removal of Structures and Obstructions L.S. L.S. L.S. -- L.S. 2. Saw Cutting L.F. 528 50 50 G28 3. Selective Tree Removal Each -- 1 -- 1 4. Removing Miscellaneous Traffic Item L.S. L.S. L.S. -- L.S. 5. Roadway Excavation Including Haul C.Y. 7GO 482 437 1,679 G. Trimming and Cleanup L.S. L.S. L.S. -- L.S. 7. Structure Excavation Class B C.Y. 1,218 63. 54 34. 46 1,316 8. Gravel Backfill for Wipe Bedding Ton 851 91 50 392 9. Catch Basin Type 1 Each -- 4 2 6 10. Catch Basin Type 2-72" Diameter Each 3 -- -- 3 11. Schedule A Culvert Pipe 12" Diam. L.F. -- 79 55 134 12. Schedule A Culvert Pipe 24" Diam. L.F. 33 -- -- 33 13. Class II Reinforced Concrete 48" Diam. Culvert Pipe L. F". J40 -- -- -40 14. Connect to Existing C.B., C.I., M. H. , or Line Each i 3 4 2 9 15. Gravel Barrow Ton 1,823 373 321 2,517 16. Crushed Surfacing Tap Course Ton 249 159 168 576 17. Planning Bituminous Pavement S.Y. -- , 100 -- _, 100 18. Asphalt Treated Base Including Paving Asphalt . Ton 187 -- -- 187 19. Asphalt Concrete Pavement Class B Including Paving Asphalt Ton 353 464 110 927 20. Cement Concrete Sidewalk-4" Depth S.Y. 9 238 205 452 21. Cement Concrete Curb and Gutter L.F. -- 615 424 1,039 22. Type A Precast Traffic Curb L.F. -- 160 -- 160 23. Cement Concrete Driveway-10" Depth S.Y. 40 91 -- 131 24. Barrier Free Curb Ramp Each - - 9 2 11 25. Painted 4" 0041,SLEYE[.[-Ow ..ENTE.PLlNE L.F. 705 /70 20 /� 0 yE 26. Painted 8" Glide Barrier Stripe L:F. 4"5 5525 345 1,295 27. Plastic R" Aide Crosswalk $I 200 532 -- 73' 28. Plastic /B" Glide Stop Liar L. F. 36 109 -- 145 29. Plastic Traffic Arrow Each 1 11 2 14 30. Plastic Traffic Legend "Only" Each 1 10 2 13 31. Traffic Diverter-4"XIC)" Reflective Each -- 24- -- 2,4- 32. Traffic Diverter-4"XB" Reflective Each 53 /8 -- 7/ 33. Traffic Diverter-4"X8" Each 52 /51 -- 7/ 34. Lane Marker Type 1 Hund. 1.6 0.7 -- 2.7 33. Lane Marker Type ' Hund. .18 0.07 -- 0.25 36. Plastic Traffic Button 10" Diam. Each -- 91 -- 99 37. Traffic Signal System Revisions L.S. -- L.S. -- L. -3. 38. 2/C Shielded Cable L.F. - 3200 -- 300 39. Relocate Junction Box on NE Corner L.S. -- L.S. -- L.S. 40. Illumination System Complete L.S. -- L.S. -- L.S. 41. Permanent Signs L.S. L.S. -- -- L.S. 42. Modify Chain Link Fence L.S. -- -- L.S. L.S. 43. Adjust Monument Case and Cover Each 1 -- -- 1 44. Adjust Manhole Each 45. Solid Lid for Catch Basin Each 1 -- -- 1 46. Relocate Fire Hydrant Each -- 1 -- 1 47. Construct Gas Station Sign Base L.S. L.S. -- -- L.S. 48. Construction Staking by the Contractor L.S. L.S. L.S. -- L.S. 49. 10X Mobilization L.S. L. S. L.S. L.S. L.S. LEGEND ITEM EXISTING PROPOSED ITE M EXISTING PROPOSED 5ANITARY SEWER MI4 5sm LIGHT 5TANDARO -3t STORM DRAIN MH 5P MH O 516NAL TELEPHONE MH 0TEL MH JUNCTION 60X ❑ TYPE _ ■ TYPE _ STORM DRAIN 50 CONOUW--__-- 5ANITARY 5EWER 55 CONTACTOR CA61NET WATER W PEOE51-RIAN 516NAL HEAD Im GAS G TRAFFIC 516NAL F--, TELEPHONE T CONTROLLER CA15NET POWER p 250 WATT N.P.S. LUMINAIRE �---j (" DROPPED" LENS) MOUNTED UNDER GROUND POWER - -P Pwa. AT 35 WITH G ARM ON CATCH DA51N ❑ c>3 ALUMINUM5T`(LE CURB INLET ❑ C.I. POLE.DAVIT WATER METER o WM. PROFILE ELEVATION (100.00) 100.00 TELEPHONE 13OX 0TEL. eOx PLANING 61TUMINOU5 PAVEMENT LOOP DETECTOR PER CITY PDWEK BOX ❑pwR BoX STANDARD DETAIL LI GAS METER GA5 VALyE POWER VAULT FIRE HYDRANT R MONUMENT IN CA5E O POWER POLE o PWP. POLE POWER POLE WITH o e GUY ANCHOR LAMP P05T 1x LIGHT 1905T FOUNDATION O FERGUSON 8 SONS INC 81518 SHATTUCK AVE S. \% B C A A g Rq A _ HARDIE AVE. S. _'00/ EX ►STING N. R/W 0.5' 1-2 °io >_ QUANTITIE5 INCLUDED IN 5CHEDULE 13 QUANTITIE5 INCLUDED IN 5CHE0ULE A Ok 30 EX. PP./\A/ 34 -' - EXISTING CURB & GUTTER AND SIDEWALK TO REMAIN SCHEDULE LIMITS (NOT TO SCALE) SEE 5TATION LIMITS ON TYPICAL SECTIONS. 5EE 5UMMAIZY OF QUANTITIE5 FOR 5PECIFIC ITEM5. O):' RLAY ?ND PLrihilFii: Sv? DULt SOUTH 7tn ST. - RAINIER AJE,SD. TO SHATTUC: AQE,SO, I LEFT EDGE I i FROPOSED I I Ri�'HT ;rDGE i OF EXIST T NC i j Pc1AD{�kA`?' I I OF EXISTING I FAUEiENT I I CRfI", N ! i FAJEHENT 1 1 PROPi?SED I i PP,OPOSED I I rX)EPLAY 1 PLANING 1 CRC'SS i OUERILAY PLANING , CROSS I PLANING I OVERLAY 1 DPPTH i DEP 14 I S1 i iDE ��L.;1 .. 1 DEPTH 1 1 i DEPTIH' ST OPE J:.,tv 1 DEPTI 1 L: 1.' F Tc D..F:.. STATION I iFT.) , (FT,) 1 A) I (FT.) 1 (FT.) 1 (FT.) 1 (FT.. ------------------------------------------------------------------------------------------ 5+38 1 13 1 .13 ! - 1 .13 1 .13 - 1 .13 1 .13 S + 0 0 1 ,13 i 13 I -° t4 I 13 I 1� I -_,2= 1 14 14 6+50 I 13 1 39 ( -2 1"3 0 -2 I 48 1 0 7+50 1 .37 1 0 1 -2 1 .39 1 0 1 -2 1 0 1 .54 8-00 1 ,51 1 0 i -? 1 .2S 1 0 1 -1) I 0 1 ';70 8+50 1 .39 1 0 1 -2 1 29 1 0 1 -2 1 0 1 .41 9+00 I 40 1 0 i -2 1 _'_> 1 0 1 -2 1 0 1 43 9+50 1 .30 1 0 -? I 14 1 0 1 -2 0 .1 13 1 07 - I '_3 13 10+ 0 I 13 '30 1 -2 1 13 i .45 1 -2 1 13 1 .13 1_1*u0 1 !J 1 .15 1 -? I 1J 1 'J4 1 -_,J 1 is 13 11+50 1 24 1 0 1 -'! 1 13 1 .04 1 -3 1 .13 13 .13 1 '13 1 - 1 .13 ! 13 1 - 1 13 ! 13 QUANTITIES INCLUDED IN SCHEDULE C EXI`57ING PROP05ED 5. R/\A/ S. R/W I i O' I 0.5 24' 5� ± 24)' TYP. (V.AR1E5-24)'TO 50.(04') ql TYP EXIST. RDWY CROWN IS' TYP. PROFILE GRADE POINT I (VARIE5 - O' TO 15') CEMENT CURB�A� �r GUTTER TYPEV 130TH 510E5 I - --20/0 (TV) I ROAMAY CROWN i PROFILE GRADE POINT (TYP.)-2 °/a EX_ A5 P HA LT T11\01- PAVING i 4 811MIN. LOMPACTEP DEPTH GRAVEL BORROW 4 cost COMPACTED DEPTH CRU,5HF_P 51JQ>=ACING TOP GORSE 3 � 5 AG PHALT CONCRETE PAVEMENT - CLAF>5 5 IY2"ASPHA1_T CONCRETE PAVEMENT-- CLA55 6 ROADWAY SECTION B STATION 5t37 TO STATI(�rl 11+83 L (9+65 RT.) F''�R CURB Ex GTR. (S.W. 7th ST - RAINIER AVENUE S. TO SHATTUCK. AVENUE S.) VA 1 Es SEE PLAN 5Ht5. FOR LOCATION ,.*A 0IGG SEE PLAN 5HT5. FOR LOCAT I 0 N ROADWAY CROWN >� PROFILE GRADE POINT STD. 5I06WALK 130TH 50E-5 jIE 5 YZ 11 THICK LEVELING COURSE SHALL BE PLACED IN TWO LIFTS. e-lo64?402 1' MIN. PROPOSED STORM DRAIN 21" COMPACTED DEPTH GRAVEL BORROW -O 6" COMPACTED DEPTH CR1J5HF_P SURFACING TOP COURSE 411 COMPACTED DEPTH ASPHALT TREATED e�A5E 3" COMPACTED PEPTH ASPHALT CONCRETE PAVEMENT - CLA55 8 ROADWAY SECTION A QUANTITIE5 INCLUDED IN 5(_HE0ULE A STATION 0 + 38 TO STATION 4+28 + (S.W. 7th ST -HARDIE AVENUE S.W. TO RA I NIER AVENUE S. Ve -57-3w"�7 1 REi//SED 011AN T/ T/Es' LOCHNER H.W.LOCHNER, INC., 301-116THAVENUE S.E., SUITE 490, BELLEVUE,WASHINGTON 98004 (206)454-3160 NO. REVISION OF BY IAPPR �s OF CITY OF RENTON DEPARTMENT OF PUBLIC WORKS S.W 7 TH ST. IMPROVEMENTS SUMMARY OF QUANTITIES TYPICAL SECTION OF IMPROVEMENTS /0- Z%-e,7 DESIGNED A.R.C. DATE l�L_ gam_ FILE NO. DRAWN_ J.N.R. CHECKED K.O.O. SCALE AS SHOWN FIELD BOOK PAGE_ DATE APPROVED c-°` `� SHEET 2 OF 11 DIRECTOR OF PUBLIC WO SCANNED APR 2 2 �-� 35115