The URL can be used to link to this page

Home My WebLink About5.1-9454ir ii SEC TION A - A "'~ ............. ~'~ ' I ~ .2.'. J , · ~- 1 A ~ 7~ ' ,, , ri- ' I "'- I N'- //\ - I / - / -/ -- //'"' ...~.o~'~' /.~ % / j~r L.~,t..l ll t~t.-~ u ~ v~ ~to _~ L. ~ /VO~7-H I ~ I .... _ _ *' MORNIIVS ..... DF?I VE ~/.0~ . ~.- ~' =/o' o~ ', ,=. SECTION B- B Th~ ~.agim~r ~all ~m'~i~ ~uffici~nt aupervisory control during 17. Field density shall be determined by the sand-cone method ASTM 31. Dust control shall be accomplished by one of the following methods ~,~'~,. ! , v' ;'; ~;-~ grading and eoa~ru~tioa to iaanm compliance with the approved D1556-(latest edition), unless prior approval has been obtained l¥om unless otherwise specified by the building official until permanent platm, the building official, ground covering (building, roads, landscaping) is provided. On-site sprinklers are required for sites of 5 acres or more and track Al! work ,a~ll I~ ~ ia aoc, lmtan~ with the City of Bakersfield 18. The Engineer must set grade stakes for all drainage devices and watering may be used for sites of less than 5 acres. Imp. rov~m~at Standatda ~ any ~l~etal requlremants of the grading obtain inspection before pouring. 1~nmit. 32. Construction water shall be obtained only from the City of 19. The Engineer must approve all grading including the stability of the Bakersfield approved sources, through an approved backflow N'o work ~all b~ ~la~tad without fi~ notifying the grading slopes created, existing, or remaining, prevention device and water meter, as required. inspector. '- 20. Not less that one field density test shall be made for each 2 feet 33. Before commencing work, the contractor shall notify all utility 4. Cut slol~ ~hall I~ no --r ~ 1-1/2 horizontal to I vertical, or vertical lift of fill nor less than one such test for each 1000 cubic authorities or utility companies having possible interest in the work a~ d~a~nninad by tha l~nlia*~r, yards of material placed, or the contractor's intention to excavate proximate to existing facilities and the contractor shall verify the location of any utilities in 5. Fill ~ s~dl b~ no stm~r thai 2 horizontal to I vertical, or as 21. Finish grading will be completed and approved and slope planting the work area. d~ten'mim~l by th~ I:in~inm~r. and irrigation systems installed before occupancy of buildings. 3~. The contractor shall notify Underground Services Alert (USA) two 6. Fills droll b~ compact~l throughout to at least 90% cf maximum dry 22. Estimated Cut = 4,300 CY Estimated Fill = 0 CY working days prior to beginning any excavations. , dmuity si d~t~nnintd by AgTM Dlff7-(latest edition). ! ,,/ 23. Proposed starting date is August 7, 1992. Proposed completion date 35. If a problem or conflict arises during the course of construction, it I 7. Tlu: ~ngine~ droll c~rtify that tha fl~'quired inspections and tests is August 21, 1992. shall be the responsibility of the Owner and Contractor to notify the I /' hve bt~n peJ-forn~t and that nuch te~a comply with the code. Engineer IMMEDIATELY prior to any further work. n~{~,, I I / -~ 24. Field density shall be determined by the sand-cone method, ASTM 8. Fill m ~all b~ cl~arad of all veS,~ation and debris, and scarified D1556-(latest edition)· In fine grained, cohesive soils field density 36. Where underground and surface structures are shown on the plans, amt in~ by II~ grading iaap~ctor and Engineer prior to may be determined by the nuclear density method, ASTM D2992 the locations, depths, and dimensions are believed to be reasonably ptaeem~at of fill and ASTM D3017 providing not less than 10% of the required correct, but are not guaranteed. Such structures are shown for the density tests uniforudy distributed are by the sand-cone method. The information of the contractor, but information so given is not to be "[" ' BAKERSFIELD 9. Apl~ovad proactive n~siuma tad ~r-nl~orary drainage provisions method of determining field density shall be shown on the construed as a representation that such structures will, in all cases, ~ ~'~-~ ". i st.u,~r ~-_ mu~t I~ und to prelect adjoining prop~a'ties during the grading compaction report. Other methods may be used if recommended by be found where shown, or that they represent all the structures '~?---~r---0n: -- -.~' .......... '~ -~ ........... + ........... ptoj~t, the Engineer and approved in advance by the building official, which may be encountered. 10. Du~t shall b~ eontfollad by watering to the satisfaction of the grading 25. No rock or similar material greater that 8" in diameter will be placed 37. The construction contractor agrees that in accordance with generally r insinuator, in the fill unless recommendations for such placement have been accepted construction practices, construction contractor will be submitted by the Engineer in advance and approved by the building required to assume sole and complete responsibility for job site I 1. Aft*r all work, includinI the ia~dlation of drainage structures and official, conditions during the course of construction of the project, including ~ , protoctive d*vicsi has b~ completed and required reports have safety of all persons and property, that this requirement shall be "+ ......... ? ............ I~.a lubmitt~d, tha permittl~ ahall r~luest a rough grading 26. Density tests will be made of points approximately, foot below the made to apply continuously and not be limited to normal working dEC iaal~tioa fi'om the City of Bakersfield Building Inspection fill slope surface on the basis of one test for each 1000 square feet of hours, and construction contractor further agrees to defend, I~m~nt. slope surface, and not less than {)ne test for each ten feet of vertical indemnify, and hold harmless the engineer and/or the owner from slope height, any and all liability, real or alleged, in connection with the 12. All public strain,tn shall b~ maintaintd free of dust and mud caused by performance of the work on this project, excepting liability arising ,' ', tha grading ol~rutions. 27. All pads and rough grading will have a minimum sh)pe of 1% from the sole negligence of the engineer and/or the owner. ~'---TTM towards the street or designed drainage outlet. 13. Comply wi~ Ill rm:luireJntnla of th~ Gtotechnieal Engineering N Inv~tiptioa pfl~tmd by Moos and Taber, Inc., dated April 9, 28. All storm drain work is to be done under continuous inspection of 1991. the Supervising Grading Engineer. Weekly status reports shall be submitted by the Supervising Grading Engineer to the local building A/O 7-5: T5/~.4PO/=:L~t,~'? 14. lllc~a~mlj, sil~ictanl~,~c., to be abandoned shallbe filledor and safety office. /~ A/Or TO ZS~/~! MAI/VTAI/VEZ~ BT mmovad ia accordanee with th~ City of Bakersfield standards and OF BA KE.,=fSFI ELD C.m'tifiad by th~ Bngino,'d'. 29. Contours shown represent original ground elevations. 15. Any ~tinting wolls to I~ g dudl be capped in accordance 30. The undersigned Civil Engineer certifies that this grading work will with fha City of llak,rsfield ~tandards. be su~e~rvised in accordance with Section 7014 of the City Building Co e. ,,:,, V/C/N/FY MAt> ~ , , , ', o SOUTH 5A5T CORNER OF P~/~'CEL 334901 Date TO ,nomas C. Roddy, R~E No. ,~h i .,~'. ~ . ~ . N. ES, .- <= 8HEET