My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
2012-03-12_PERMIT FILE - M2011028
DRMS
>
Day Forward
>
Permit File
>
Minerals
>
M2011028
>
2012-03-12_PERMIT FILE - M2011028
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
8/24/2016 4:55:04 PM
Creation date
3/16/2012 3:33:24 PM
Metadata
Fields
Template:
DRMS Permit Index
Permit No
M2011028
IBM Index Class Name
PERMIT FILE
Doc Date
3/12/2012
Doc Name
RESPONSE TO ADEQUACY REVIEW
From
FOUR CORNERS MATERIALS
To
DRMS
Email Name
KAP
Media Type
D
Archive
No
There are no annotations on this page.
Document management portal powered by Laserfiche WebLink 9 © 1998-2015
Laserfiche.
All rights reserved.
/
57
PDF
Print
Pages to print
Enter page numbers and/or page ranges separated by commas. For example, 1,3,5-12.
After downloading, print the document using a PDF reader (e.g. Adobe Reader).
View images
View plain text
General Notes: <br />Legend <br />MAJOR CONTOUR - PROPOSED <br />MINOR CONTOUR - PROPOSED <br />MAJOR CONTOUR - EXISTING <br />MINOR CONTOUR - EXISTING <br />FENCE - EXISTING <br />FENCE -PROPOSED <br />4 <br />Alt materials and workmanship shall be In accordance unth the La Plata County <br />dengn standards When requwements In the construction sp.nfwatums or dengn <br />standards conftoct the more stringent requirement shall apply <br />The contractor Is responnb le for obtaining all required permits prior to the <br />commencement of any work n the project <br />An Eacavahn Permit for Work en the Public Ways Is required for all work on the <br />public right - of -way <br />The contractor shall be responsible for notifying the developer of any problems in <br />confcrrrnmg to the approved plans for any element of the proposed Improvements <br />prior to its conatruchon <br />The developer shall be responsible durong construction activities to resolve <br />construe hon problems due to changed condttuns or dengn errors encountered by the <br />contractor during the progress of any portion of the proposed work If, in the <br />opinion of the conatrvehon observer, the modofacahons proposed by the developer to <br />the approved plans involve ngmfacant changes to the character of the work or to <br />future contiguous pubhc or private improvements. the developer shall be resporwoble <br />for submitting revised plans to the appropriate agencies for approval prior to any <br />further construction related to that portion of the work Any improvements <br />constructed not on accordance oath the approved plans or the approved revised plans, <br />shall be removed and the Improvements shall be reconstructed accordong go the <br />approved plans <br />The contractor shalt contact the appropriate agenmes for location of underground gas, <br />electric, and telephone uhtilies at least 98 hours pryer to commencement of <br />construction <br />The contractor shalt be responsible for providing a copy of - RECORD DRAWING" plans <br />to the appropriate agennes prior to final acceptance of work <br />The contractor shalt notify the construction observer at Least 24 hours prior to <br />desired inapecton <br />The contractor shall r set all Survey Monuments disturbed dunng construction wothm <br />60 days of project r mlpte hon <br />The contractor shalt be solely and comptetety responsible for rondahous at and <br />adjacent to the job site, including safety of all persons and property dunng <br />performance of the work Thus requirement shalt apply continuously and not be <br />hooted to normal working hours <br />The duty of the County fo conduct constructan n of the contractor's <br />performance a not intended to include r of the adequacy of the contractor's <br />safety measures vin, 0n, or near the conatractum rite <br />Field conditions may caul that require changes to the drawings If such conditions <br />are encountered. standard engmeenrog practices shall be followed- <br />Street Construction Notes: <br />The contractor shaft provide all Ioghts, signs, 6amcades, flagmen or other deonces <br />necessary to provide for public safety in accordance oath the current Manual on <br />Uniform Traffic Control Dev,ees <br />The contractor shatt promele ingress and egress to private property adjacent to the <br />irk throughout the period of c nstruchon and prior to begmnong work shall obtain <br />written agreement from the affected property owners impacted by MAW access <br />ANIMAS GLACIER GRAVEL PIT <br />WEEMINUCHE CONSTRUCTION AUTHORITY trtll -ty Notes: <br />PROJECT <br />AREA <br />r Ari" <br />VICINITY MAP <br />Grading and Drainage Notes: <br />24x36 1" = 500' <br />11x17 1" = 1000' <br />Gradong shown is for rough gradmq only Changes may be necessary to bong plan <br />onto conformance tooth approo ed Final Dromage Plan and SotePlan <br />4 water truck. of called for 6y the conetriachon observer unit be provided to keep <br />wand erosion in check <br />Settlement of soot accumulation beyond the properly boundaries or construe hat trouts <br />toot! be prevented <br />Any construction debris or mud tracking on the pu6lu right -of -way shall be removed <br />mediately by the contractor The contractor shalt Immediately f any excavations <br />or w <br />e pavement /allures caused by the development and shall property <br />barricade the sot. until c nstruchon u complete Fader, by the contractor to correct <br />any of the above uathon 40 hours of written notice by the inspecting agency shall <br />cause the anspeehnq agency to Is c stop work order and /or do the work and <br />make a claim against the letter of oedit for any cost Incurred by the agency <br />Areas being doshorbed by the grudong shaft be reseeded -tooth native vegetation or as <br />approved on the Storm Water Management Mary <br />A Storm Water Management plain shall be Included as part of grading plans for <br />dwfurbed areas greater than one -half acre <br />SHEET INDEX <br />PROJECT DATA SHEET <br />SITE AND GRADING PLANS <br />PLAN & PROFILE <br />DETAILS & TYPICAL SECTIONS <br />CROSS SECTIONS <br />SHEET PD -1 <br />SHEET 0 -1, 0 -2 <br />SHEET PR -1 TO PR -6 <br />SHEET D -1 <br />SHEET XS -1 TO XS -9 <br />All Stahomng a to the center of pope <br />CALL UNCC <br />TWO WORKING DAYS <br />BEFORE YOU DIG <br />1400 9224987 <br />UTILITY NOTIFICATION <br />CENTER OF COLORADO <br />PLAN <br />The contractor shalt have an has possessan at aft time. one (I) signed copy of ptaris and <br />pec.forataans which have been approved by the ra„n51 <br />The contractor shall Inform the owner s repro ntah 44 hours in advance when trench oval <br />be ready for compaction testa The contractor + shalt obtan a geotechnieal testing laboratory to <br />perform all +squared tests <br />4!I pope bed deny shall be Claes "B" bedding oath of least 12 Inches of 6edahng above the pap <br />and at least 4 Inches of beddang below the bells •n accordance with Section 102 13B (beddang) <br />of the Coty of Durango s standards and speeoflealr000 All beddang shall be compacted per <br />5ettaan 102138 <br />Trench width at the top of the bell shall not crewed l6 Inches plus page uredth- <br />The contractor shall back Jolt the trench up 10 the mating roadway surface, provadang a <br />smooth driving surface In this manner, the earner ran asphalt pave large sections of <br />trench at One lame what, still providing a usable roadway <br />The contractor shall relocate street ngns temnporanty dunng construe hon., then replace as <br />required, Including 1 -lock base, metal post, mounting hardware etc <br />The rant rac for shall be responsible for protection of all erertmg asphalt from corutruehon <br />equipment Damaged asphalt shall be ',placed by the contractor at has expense <br />Where c n+eruchon occurs in across asphalt or refs pavement, s cut the pavement <br />for mean straight edge 6" outside the trench tam to to allow clean removal and a good <br />nerfare for proper pate/tong <br />Alt pavement s aw cuts shall be 90 to one another <br />/mmedvatety prior to asphalt patchback, the contractor shall remove the top 5 inches of Class <br />6 ABC on the trench and recondohon the backlill os necessary to meet city paving standards <br />Compaction tests shall be token by the contractors geofechnuat feshng laboratory and <br />netnotled to the engineer All damaged edges of 9,01,010771 or soft shoulders shall be saw cut, <br />remount. and the base compacted. <br />.'Vo <br />The plans where checked for general .o nformo ncr Plata County Standards Al the <br />I ume of c n ostroctaon field conditwns may e ,c on tercel that well require oddil,omel <br />drwwings or consideration <br />I r <br />W Q <br />IM d <br />Q X <br />< 0 <br />0 <br />
The URL can be used to link to this page
Your browser does not support the video tag.