FY 17 DURANGO SCHOOL SIGNS SRTS
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PROJECT AREA PROJECT AREA PROJECT AREA REVISIONS: Russell Planning & Engineering, Inc. Drawn: Drafted: Checked: Date of Submittal CALL 811 TWO WORKING DAYS BEFORE YOU DIG OF PRELIMINARY 10/12/2018 C-001 File Name: R:\Current Projects\Land Projects 3\Durango FY 17 Safe Routes To School\ACAD\Level 3 Production Dwgs\COVER SHEET Plotted: 10/11/2018 9:13 AM Plot Style: HALF.STB Plotted By: MEGHAN LYONS 1 11 ML JH ML FY 17 DURANGO SCHOOL SIGNS SRTS PROJECT #: SAR M350-029 SUBACCOUNT #: 22063 COVER SHEET FY 17 DURANGO SCHOOL SIGNS SRTS PROJECT #: SAR M350-029 SUBACCOUNT #: 22063
Transcript of FY 17 DURANGO SCHOOL SIGNS SRTS
PROJECT AREA
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FY 17 DURANGO SCHOOL SIGNS SRTS
PROJECT #: SAR M350-029
SUBACCOUNT #: 22063
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NEEDHAM ELEMENTARY SCHOOL
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W 25TH ST.
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W 2ND AVE.
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MAIN AVE.
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MILLER MIDDLE SCHOOL
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PARK ELEMENTARY SCHOOL
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E COLLEGE DR.
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E 8TH AVE.
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E 5TH ST.
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E 4TH ST.
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E 3RD ST.
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E 7TH AVE.
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E 6TH AVE.
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E 5TH AVE.
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E 4TH AVE.
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RIVERVIEW ELEMENTARY SCHOOL
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E 29TH ST.
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RIVERVIEW DR.
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MESA AVE.
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PLYMOUTH DR.
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Civil Engineering Services
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934 Main Avenue, Unit C
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Durango, Colorado 81301
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Phone: (970) 385-4546
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Fax: (970) 385-4502
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VICINITY MAPS
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N.T.S
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RIVERVIEW ELEMENTARY SCHOOL
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NEEDHAM ELEMENTARY SCHOOL
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PARK ELEMENTARY SCHOOL
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Sheet List Table
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Sheet Number
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Sheet Title
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C-001
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COVER SHEET
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C-002
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GENERAL NOTES
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C-003
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M&S STANDARD PLANS LIST
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C-004
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RIVERVIEW SIGN TABULATION
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C-005
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RIVERVIEW TRAFFIC CONTROL PLAN
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C-006
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NEEDHAM SIGN TABULATION
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C-007
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NEEDHAM TRAFFIC CONTROL PLAN
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C-008
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25TH & 2ND
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C-009
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RFB SIGNAL POLE DETAIL
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C-010
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PARK SIGN TABULATION
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C-011
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PARK TRAFFIC CONTROL PLAN
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Civil Engineering Services
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934 Main Avenue, Unit C
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Durango, Colorado 81301
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Phone: (970) 385-4546
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Fax: (970) 385-4502
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General Notes: 1. Contractor is responsible for scheduling a Pre-Construction meeting no fewer than 7-days prior to construction with all subcontractors and the City of Durango. The contractor shall transmit the following information to the City of Durango or designated representative 7 days prior to pre-construction conference: a. All mix designs All mix designs b. All methods of handling traffic (MHTs) and Work Zone Safety Plan All methods of handling traffic (MHTs) and Work Zone Safety Plan c. All materials' certificates of compliance All materials' certificates of compliance d. All method statements All method statements 2. All materials and workmanship shall be in accordance with the latest versions (including any revisions) of the City of Durango Standard Specifications for Road & Bridge Construction (2017) and July 2012 Standard Plans, M&S Standards, as revised. 3. The Contractor is responsible for obtaining all required permits prior to the commencement of any work on the project. 4. A qualified Superintendent, who is acceptable to the owner, shall be on the work site during all working hours and give sufficient supervision to the work until project completion. The Superintendent shall have full authority to act on behalf of the Contractor, and all direction given to the Superintendent shall be considered given to the Contractor. In general, the Superintendent shall not be engaged in the full-time operation of equipment/machinery on the work. 5. The Contractor shall have all approved MHTs, Plans Specifications, CDOT Standard Plans, M&S Standards, and other applicable documents/permits on site at all times during work hours. 6. The Contractor is responsible for notifying the City of Durango, or designated representative, of any problems in conforming to the approved plans for any element of the proposed improvements prior to its construction. 7. The City of Durango, or designated representative, shall be the responsible party during construction activities to resolve construction problems due to changed conditions or design errors encountered by the contractor during the progress of any portion of the proposed work. Any improvements constructed not in accordance with the approved plans or the approved revised plans, shall be removed and the improvements shall be reconstructed according to the approved plans at the expense of the contractor. 8. The Contractor shall provide ingress and egress to all private properties adjacent to the work throughout the period of construction. 9. The Contractor shall be responsible for providing a complete set of "As Constructed" Plans to the City of Durango or designated representatives prior to final acceptance of work. 10. The Contractor shall be solely and completely responsible for conditions at and adjacent to the job site, including safety of all persons and property during performance of the work. This requirement shall apply continuously and not be limited to normal working hours. 11. Field conditions may exist that require changes to the drawings. If such conditions are encountered, standard engineering practices shall be followed, and must be approved in writing by the City of Durango or designated representative prior to doing work. 12. The Contractor shall work within existing street right-of-way and existing public easements. Hand tools may need to be used for certain construction activities to avoid trespass on private property. 13. All equipment shall be rubber tired or rubber tracked.
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General Notes (cont): 14. Contractor is responsible for hauling off all removed topsoil and excess excavation. Contractor is responsible for stockpiling and re-use of topsoil. Stockpiling and re-use of topsoil is included in the work. 15. Compaction of Soils, Aggregate Bases, and Structure Backfill shall be per CDOT specifications. All base gravels shall be compacted to at least 95% of the maximum dry density as defined by AASHTO T-180 (modified proctor). 16. Backfill around pole caissonS shall be Structural Backfill (flow-fill), as shown in the plans. 17. All concrete items shall meet the requirements for Class 2 Sulfate Exposure Level. 18. The Contractor shall contain all cementatious materials and wastewater in the concrete washout facility. The Contractor shall submit a plan to contain and dispose of concrete wastes with a contingency plan describing location of concrete washout facility and a plan for addressing accidental releases per standard specification 107.25(b)(5). 19. The Contractor shall notify the City of Durango or designated representative at least 24 hours prior to any desired construction inspections and 3 days prior to permanent striping and/or pavement markings. The contractor shall provide light paint marks showing locations of word symbol locations.
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Project Contact List 1. LPEA Inc 970-247-5786 2. CenturyLink 970-259-1441 3. City of Durango - Amber Blake 970-375-4949 4. CDOT - Robert Shanks 970-385-1416 5. Russell P&E - James B. Horn 970-422-4484 6. Atmos Energy 970-565-7575
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Utility Notes: 1. Any existing utility location shown are approximate only, and all existing Any existing utility location shown are approximate only, and all existing lines may not be shown. 2. The contractor is responsible for utility locates prior to construction. The contractor is responsible for utility locates prior to construction. 3. The contractor will perform potholing as necessary prior to construction The contractor will perform potholing as necessary prior to construction to ensure utilities are not disturbed. 4. Contractor shall be responsible for notifying all utility companies having Contractor shall be responsible for notifying all utility companies having underground or overhead utilities in the construction area. Such notification shall be made prior to the commencement of any construction and shall advise the companies of the Contractor's construction schedule and nature of work. Contractor shall place warning signs at overhead power line locations.
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STANDARD PLAN NO.
Sheet No. 1 of 1
STANDARDS PLANSLIST STANDARDS PLANS LIST
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Civil Engineering Services
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934 Main Avenue, Unit C
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Durango, Colorado 81301
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Phone: (970) 385-4546
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Fax: (970) 385-4502
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Sheet Revisions
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Computer File Information
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Comments
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Date:
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Creation Date:
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07/04/12
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Initials:
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LTA
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Initials:
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Last Modification Date:
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Drawing File Name:
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CAD Ver.:
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MicroStation V8
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Scale:
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Not to Scale
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Units:
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English
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M-100-1
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M-208-1
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M-203-1
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M-203-2
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M-203-11
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STANDARD SYMBOLS (3 SHEETS)
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APPROACH ROADS
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DITCH TYPES
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SUPERELEVATION CROWNED AND
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M-203-12
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M-206-1
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M-206-2
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M-214-1
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M-412-1
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M-510-1
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M-601-1
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M-601-2
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M-601-3
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M-601-10
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M-601-11
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M-601-12
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M-601-20
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M-603-1
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M-603-2
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M-603-3
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M-603-10
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M-604-10
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M-604-11
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M-604-12
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M-604-13
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M-604-20
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M-605-1
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M-606-1
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SUPERELEVATION STREETS (2 SHEETS)
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EXCAVATION AND BACKFILL FOR BRIDGES (2 SHEETS)
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PLANTING DETAILS
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CONCRETE PAVEMENT JOINTS (5 SHEETS)
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STRUCTURAL PLATE PIPE H-20 LOADING
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SINGLE CONCRETE BOX CULVERT (2 SHEETS)
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DOUBLE CONCRETE BOX CULVERT (2 SHEETS)
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TRIPLE CONCRETE BOX CULVERT (2 SHEETS)
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HEADWALL FOR PIPES
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TYPE "S" SADDLE HEADWALLS FOR PIPE
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HEADWALLS AND PIPE OUTLET PAVING
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WINGWALLS FOR PIPE OR BOX CULVERTS
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REINFORCED CONCRETE PIPE
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PRECAST CONCRETE BOX CULVERT
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CONCRETE AND METAL END SECTIONS (2 SHEETS)
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INLET, TYPE C
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INLET, TYPE D
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CURB INLET TYPE R (2 SHEETS)
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CONCRETE INLET TYPE 13
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MANHOLES (3 SHEETS)
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SUBSURFACE DRAINS
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1-3
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M-607-1
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M-607-2
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M-607-3
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M-607-4
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M-607-10
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M-608-1
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M-609-1
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M-611-1
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M-613-1
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M-615-1
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M-615-2
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M-616-1
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M-620-1
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M-620-2
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M-620-11
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M-620-12
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WIRE FENCES AND GATES (3 SHEETS)
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CHAIN LINK FENCE (3 SHEETS)
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BARRIER FENCE
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PICKET SNOW FENCE
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CURB RAMPS (10 SHEETS)
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CATTLE GUARD (2 SHEETS)
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ROADWAY LIGHTING (4 SHEETS)
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EMBANKMENT PROTECTOR TYPE 3
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EMBANKMENT PROTECTOR TYPE 5
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INVERTED SIPHON
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FIELD LABORATORY CLASS 1
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FIELD OFFICE CLASS 1
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FIELD OFFICE CLASS 2
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M-210-1
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MAILBOX SUPPORTS (2 SHEETS)
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M-614-1
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RUMBLE STRIPS (3 SHEETS)
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M-629-1
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SURVEY MONUMENTS (2 SHEETS)
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19-30
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EXCAVATION AND BACKFILL FOR STRUCTURES
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17-18
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31-32
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33
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40-41
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73
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GUARDRAIL TYPE 7 F-SHAPE BARRIER (4 SHEETS)
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M-606-13
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93-96
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120-125
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126-129
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130-131
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149-150
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68-72
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VANE GRATE INLET (5 SHEETS)
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M-604-25
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PRECAST TYPE 7 CONCRETE BARRIER (3 SHEETS)
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M-606-14
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ROAD CLOSURE GATE (9 SHEETS)
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M-607-15
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97-99
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8
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9
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15-16
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DIVIDED HIGHWAYS (3 SHEETS)
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39
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139-140
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SAND BARREL ARRAYS (2 SHEETS)
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M-614-2
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(2 SHEETS)
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S-614-40
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TYPICAL TRAFFIC SIGNAL INSTALLATION DETAILS
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184-188
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(5 SHEETS)
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(4 SHEETS)
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TUBULAR STEEL SIGN SUPPORT DETAILS (7 SHEETS)
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S-614-8
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169-173
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260
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239-258
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S-614-50
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151-157
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DELINEATOR INSTALLATIONS (8 SHEETS)
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FLASHING BEACON (PORTABLE) DETAILS
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S-630-3
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PAVEMENT MARKINGS (8 SHEETS)
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AND VERTICAL PANELS
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BARRICADES, DRUMS, CONCRETE BARRIERS (TEMP)
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TRAFFIC CONTROLS FOR HIGHWAY CONSTRUCTION
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ALTERNATIVE TRAFFIC SIGNAL INSTALLATION DETAILS
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TYPICAL MULTI-SIGN INSTALLATIONS
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CONCRETE BARRIER SIGN POST INSTALLATIONS
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TYPICAL POLE MOUNT SIGN INSTALLATIONS
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FLASHING BEACON AND SIGN INSTALLATIONS (3 SHEETS)
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MARKER ASSEMBLY INSTALLATIONS
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FOR CLASS III SIGNS (2 SHEETS)
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CONCRETE FOOTINGS AND SIGN ISLANDS
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FOR GROUND SIGNS (2 SHEETS)
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BREAK-AWAY SIGN SUPPORT DETAILS
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CLASS III SIGNS (3 SHEETS)
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CLASS II SIGNS
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CLASS I SIGNS
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GROUND SIGN PLACEMENT (2 SHEETS)
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S-627-1
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S-630-2
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S-630-1
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S-614-40A
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S-614-22
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S-614-21
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S-614-20
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S-614-14
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S-614-12
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S-614-10
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S-614-6
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S-614-5
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S-614-4
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S-614-3
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S-614-2
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S-614-1
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S-612-1
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R-X
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R-X
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R-X
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R-X
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M-603-4
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CORRUGATED POLYETHYLENE PIPE (AASHTO M294)
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S-614-11
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MILEPOST SIGN DETAIL FOR HIGH SNOW AREAS
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METAL PIPE (4 SHEETS)
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M-603-5
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POLYVINYL CHLORIDE (PVC) PIPE (AASHTO M304)
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07/16/18
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Full Path:
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M-100-2
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TEMPORARY EROSION CONTROL (11 SHEETS)
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CURBS, GUTTERS, AND SIDEWALKS (4 SHEETS)
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176
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(24 SHEETS)
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S-630-4
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S-630-5
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S-630-6
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EMERGENCY PULL-OFF AREA (TEMPORARY)
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S-630-7
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PORTABLE RUMBLE STRIPS (TEMPORARY) (2 SHEETS)
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13-14
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56
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57
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103-105
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106
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107-109
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110
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265
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ACRONYMS AND ABBREVIATIONS (4 SHEETS)
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4-7
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10-12
AutoCAD SHX Text
48
AutoCAD SHX Text
100-102
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FIELD LABORATORY CLASS 2 (2 SHEETS)
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145-146
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174
AutoCAD SHX Text
S-614-9
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PEDESTRIAN PUSH BUTTON POST ASSEMBLY
AutoCAD SHX Text
S-614-41
AutoCAD SHX Text
193
AutoCAD SHX Text
194-197
AutoCAD SHX Text
S-614-42
AutoCAD SHX Text
CABINET FOUNDATION DETAIL (4 SHEETS)
AutoCAD SHX Text
198-207
AutoCAD SHX Text
S-614-43
AutoCAD SHX Text
220-233
AutoCAD SHX Text
S-614-60
AutoCAD SHX Text
DYNAMIC SIGN MONOTUBE STRUCTURES (14 SHEETS)
AutoCAD SHX Text
261-262
AutoCAD SHX Text
STEEL SIGN SUPPORT (TEMPORARY) INSTALLATION DETAILS (2 SHEETS)
AutoCAD SHX Text
266-268
AutoCAD SHX Text
ROLLING ROADBLOCKS FOR TRAFFIC CONTROL (3 SHEETS)
AutoCAD SHX Text
TRAFFIC LOOP AND MISCELLANEOUS SIGNAL DETAILS (10 SHEETS)
AutoCAD SHX Text
STATIC SIGN MONOTUBE STRUCTURES (12 SHEETS)
AutoCAD SHX Text
Issued By: Project Development Branch July 4, 2012
AutoCAD SHX Text
COLORADO
AutoCAD SHX Text
DEPARTMENT OF TRANSPORTATION
AutoCAD SHX Text
July 04, 2012
AutoCAD SHX Text
Standards Plans List.dgn
AutoCAD SHX Text
M&S STANDARDS PLANS LIST
AutoCAD SHX Text
PLAN NUMBER
AutoCAD SHX Text
NEW OR REVISED
AutoCAD SHX Text
M STANDARD TITLE
AutoCAD SHX Text
PAGE NUMBER
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PLAN NUMBER
AutoCAD SHX Text
NEW OR REVISED
AutoCAD SHX Text
M STANDARD TITLE
AutoCAD SHX Text
PAGE NUMBER
AutoCAD SHX Text
PLAN NUMBER
AutoCAD SHX Text
NEW OR REVISED
AutoCAD SHX Text
S STANDARD TITLE
AutoCAD SHX Text
PAGE NUMBER
AutoCAD SHX Text
ALL OF THE M&S STANDARD PLANS, AS SUPPLEMENTED AND REVISED, APPLY TO THIS PROJECT WHEN USED BY DESIGNATED PAY ITEM OR SUBSIDIARY ITEM.
AutoCAD SHX Text
NEW OR REVISED STANDARD PLAN SHEETS APPLICABLE TO THIS PROJECT, INDICATED BY A MARKED BOX , WILL BE ATTACHED TO THE PLANS.
AutoCAD SHX Text
Phone:
AutoCAD SHX Text
303-757-9021
AutoCAD SHX Text
FAX:
AutoCAD SHX Text
303-757-9868
AutoCAD SHX Text
Colorado Department of Transportation
AutoCAD SHX Text
Denver, CO 80204
AutoCAD SHX Text
CDOT HQ, 3rd Floor
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Division of Project Support
AutoCAD SHX Text
S-614-44
AutoCAD SHX Text
PEDESTAL POLE SIGNALS (2 SHEETS)
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TEMPORARY SPAN WIRE SIGNALS
AutoCAD SHX Text
M-603-6
AutoCAD SHX Text
STEEL REINFORCED POLYETHYLENE RIBBED PIPE (AASHTO MP 20)
AutoCAD SHX Text
M-611-2
AutoCAD SHX Text
DEER GUARD (2 SHEETS)
AutoCAD SHX Text
DEER FENCE, GATES, AND GAME RAMPS (5 SHEETS)
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M-216-1
AutoCAD SHX Text
SOIL RETENTION COVERING (2 SHEETS)
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M-606-1
AutoCAD SHX Text
GUARDRAIL TYPE 3 W-BEAM (20 SHEETS)
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74-92
AutoCAD SHX Text
MIDWEST GUARDRAIL SYSTEM (MGS) TYPE 3 W-BEAM 31 INCHES (20 SHEETS)
AutoCAD SHX Text
JBK
AutoCAD SHX Text
JBK/LTA
AutoCAD SHX Text
STRUCTURE NUMBER INSTALLATION (2 SHEETS)
AutoCAD SHX Text
M-606-15
AutoCAD SHX Text
Revised on July 16, 2018
AutoCAD SHX Text
GUARDRAIL TYPE 9 SINGLE SLOPE BARRIER (11 SHEETS)
AutoCAD SHX Text
2829 West Howard Place
AutoCAD SHX Text
www.coloradodot.info/business/designsupport
AutoCAD SHX Text
(REVISED ON JULY 24, 2012)
AutoCAD SHX Text
(REVISED ON JULY 08, 2013)
AutoCAD SHX Text
(REVISED ON AUGUST 30, 2013)
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(REVISED ON SEPTEMBER 16, 2013)
AutoCAD SHX Text
(REVISED ON OCTOBER 02, 2014)
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(REVISED ON JANUARY 18, 2018)
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(REVISED ON APRIL 12, 2018)
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(REVISED ON APRIL 12, 2018)
AutoCAD SHX Text
(REVISED ON APRIL 30, 2018)
AutoCAD SHX Text
(REVISED ON JULY 16, 2018)
RE
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Pla
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Drawn:
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Checked:
Date of Submittal
CA
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RIVERVIEW ELEMENTARY SCHOOL SIGN TABULATION
AutoCAD SHX Text
Civil Engineering Services
AutoCAD SHX Text
934 Main Avenue, Unit C
AutoCAD SHX Text
Durango, Colorado 81301
AutoCAD SHX Text
Phone: (970) 385-4546
AutoCAD SHX Text
Fax: (970) 385-4502
P
C
:
6
+
6
2
.
9
7
PT: 7+12.50
PC: 9+74.23
P
T
:
1
3
+
1
2
.
2
6
P
C
:
1
3
+
7
2
.
3
8
PT: 15+04.28
PC
: 1+
55.10
PT: 3+89.66
PC: 6+59.82
PT
: 9+
77.19
0
+
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5+
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6+
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8
+
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9
+
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10+0010+50
1 - PED. XING AHEAD
STA:1+87
2 - SPEED LIMIT 20 MPH
WHEN FLASHING
STA:2+50
3 - PED. XING ARROW
STA:3+95
4 - PED. XING ARROW
STA:4+52
5 - PED. XING AHEAD
STA:5+03
6 PED. XING AHEAD
STA:13+46
7 - PED. XING AHEAD
STA:15+11
8 - PED. XING ARROW
STA15+27
10 - SPEED LIMIT 20 MPH
WHEN FLASHING
STA:18+41
11 - SPEED LIMIT 20 MPH
STA:1+48
12 - SPEED LIMIT 20 MPH
STA:6+47
13 - PED. XING AHEAD
STA:6+49
14 - PED. XING ARROW
STA:8+60
15 - PED. XING ARROW
STA:8+83
9 - PED. XING AHEAD
STA:17+27
RE
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:
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Pla
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Eng
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, Inc
.
Drawn:
Drafted:
Checked:
Date of Submittal
CA
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PRELIMINARY
10/12/2018
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200 100 50 0 100
AutoCAD SHX Text
PLYMOUTH DR.
AutoCAD SHX Text
MESA AVE.
AutoCAD SHX Text
FORD DR.
AutoCAD SHX Text
RIVERVIEW DR.
AutoCAD SHX Text
RIVERVIEW DR.
AutoCAD SHX Text
MESA AVE.
AutoCAD SHX Text
E 29TH ST.
AutoCAD SHX Text
RIO VISTA CIR.
AutoCAD SHX Text
RIO VISTA CIR.
AutoCAD SHX Text
E 5TH AVE.
AutoCAD SHX Text
E 4TH AVE.
AutoCAD SHX Text
COLORADO AVE.
AutoCAD SHX Text
RIVERVIEW ELEMENTARY SCHOOL
AutoCAD SHX Text
Civil Engineering Services
AutoCAD SHX Text
934 Main Avenue, Unit C
AutoCAD SHX Text
Durango, Colorado 81301
AutoCAD SHX Text
Phone: (970) 385-4546
AutoCAD SHX Text
Fax: (970) 385-4502
AutoCAD SHX Text
RIVERVIEW
RE
VIS
IO
NS
:
Rus
sell
Pla
nnin
g &
Eng
inee
ring
, Inc
.
Drawn:
Drafted:
Checked:
Date of Submittal
CA
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WO
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NE
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NEEDHAM ELEMENTARY SCHOOL SIGN TABULATION
AutoCAD SHX Text
Civil Engineering Services
AutoCAD SHX Text
934 Main Avenue, Unit C
AutoCAD SHX Text
Durango, Colorado 81301
AutoCAD SHX Text
Phone: (970) 385-4546
AutoCAD SHX Text
Fax: (970) 385-4502
0
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1 - PED. XING AHEAD
STA:1+61
2 - SPEED LIMIT 20 MPH
WHEN FLASHING
STA:2+40
8 - PED. XING ARROW
STA:3+66
11 - PED. XING ARROW
STA:4+75
9 - RFB
STA:4+42
11 - FYB
STA:4+75
13 - PED. XING AHEAD
STA:5+97
9 - PED. XING ARROW
STA:4+42
3 - DOUBLE FINE FOR SPEEDING
STA:2+88
5 - NO TRUCKS OVER 7000 LBS
STA:3+02
6 - YIELD TO PEDESTRIANS
ALL CROSSWALKS
STA:3+29
7 - NO PARKING
WHEN DECLARED
STA:3+51
12 - NO PARKING
WHEN DECLARED
STA:5+07
2 - FYB
STA:2+40
4 - PED. XING AHEAD
STA:2+93
10 - RFB
STA:4+49
10 - PED. XING ARROW
STA:4+49
RE
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:
Rus
sell
Pla
nnin
g &
Eng
inee
ring
, Inc
.
Drawn:
Drafted:
Checked:
Date of Submittal
CA
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NE
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AutoCAD SHX Text
MAIN AVE.
AutoCAD SHX Text
W 2ND AVE.
AutoCAD SHX Text
W 2ND AVE.
AutoCAD SHX Text
W 3RD AVE.
AutoCAD SHX Text
W 25TH ST.
AutoCAD SHX Text
W 26TH ST.
AutoCAD SHX Text
W 24TH ST.
AutoCAD SHX Text
W 3RD AVE.
AutoCAD SHX Text
NEEDHAM ELEMENTARY SCHOOL
AutoCAD SHX Text
MAIN AVE.
AutoCAD SHX Text
MILLER MIDDLE SCHOOL
AutoCAD SHX Text
Civil Engineering Services
AutoCAD SHX Text
934 Main Avenue, Unit C
AutoCAD SHX Text
Durango, Colorado 81301
AutoCAD SHX Text
Phone: (970) 385-4546
AutoCAD SHX Text
Fax: (970) 385-4502
AutoCAD SHX Text
NEEDHAM/MILLER
2
+
0
0
3
+
0
0
4
+
0
0
5
+
0
0
6
+
0
0
6
+
5
0
ROW
150.0 FT
PLACE CAISSON EDGE FLUSHWITH EDGE OF SIDEWALK CORNERSSTA:4+49
150.0 FT
RRFB
2-IN ELECTRIC CONDUIT
REMOVE SIGN
11 - PED. XING ARROW
STA: 4+75
RRFB
SOLAR
PANEL
RE
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:
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sell
Pla
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Eng
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ring
, Inc
.
Drawn:
Drafted:
Checked:
Date of Submittal
CA
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PRELIMINARY
10/12/2018
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40 20 10 0 20
AutoCAD SHX Text
AHEAD
AutoCAD SHX Text
x
AutoCAD SHX Text
W 25TH ST
AutoCAD SHX Text
W 2ND AVE
AutoCAD SHX Text
AHEAD
AutoCAD SHX Text
S1-1 W16-9P STA: 2+93
AutoCAD SHX Text
S1-1 W16-7P
AutoCAD SHX Text
S1-1 W16-7P STA: 5+97
AutoCAD SHX Text
S1-1 W16-7P
AutoCAD SHX Text
Civil Engineering Services
AutoCAD SHX Text
934 Main Avenue, Unit C
AutoCAD SHX Text
Durango, Colorado 81301
AutoCAD SHX Text
Phone: (970) 385-4546
AutoCAD SHX Text
Fax: (970) 385-4502
RE
VIS
IO
NS
:
Rus
sell
Pla
nnin
g &
Eng
inee
ring
, Inc
.
Drawn:
Drafted:
Checked:
Date of Submittal
CA
LL 8
11T
WO
WO
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DA
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BE
FOR
E Y
OU
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PRELIMINARY
10/12/2018
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AutoCAD SHX Text
EXISTING ROAD SURFACE
AutoCAD SHX Text
BREAK
AutoCAD SHX Text
SAWCUT
AutoCAD SHX Text
6:1 SLOPED NOSE
AutoCAD SHX Text
4-IN MEDIAN COVER
AutoCAD SHX Text
CONCRETE
AutoCAD SHX Text
6-IN ABC CLASS 6
AutoCAD SHX Text
ABC CLASS 6
AutoCAD SHX Text
SAWCUT
AutoCAD SHX Text
4-IN MEDIAN COVER
AutoCAD SHX Text
609 CURB TYPE 2 (SECTION B)
AutoCAD SHX Text
EXISTING ROAD SURFACE
AutoCAD SHX Text
4-IN SIDEWALK
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ANCHOR BOLT 3-IN EXPOSURE
AutoCAD SHX Text
Civil Engineering Services
AutoCAD SHX Text
934 Main Avenue, Unit C
AutoCAD SHX Text
Durango, Colorado 81301
AutoCAD SHX Text
Phone: (970) 385-4546
AutoCAD SHX Text
Fax: (970) 385-4502
AutoCAD SHX Text
NOTES: 1. SEE S-614-44 FOR PEDESTAL POLE DETAIL. 2. CAISSON IS 24-IN DIAMETER. 3. CONDUIT AND PULL BOX NOT REQUIRED. 4. CAISSONS SHALL BE PLACED AGAINST UNDISTURBED EARTH. 5. REINFORCING STEEL SHALL BE GRADE 50 IN ACCORDANCE WITH SECTION 602 OF THE STANDARD SPECIFICATIONS. 6. ALL REINFORCING STEEL SHALL BE NON COATED. 7. #3 HOOPS OR SPIRALS SHALL BE SPACED 6-INCHES APART. 8. CLASS D CONCRETE CAN BE SUBSTITUTED FOR CLASS B CONCRETE. 9. PAY ITEM IS 503 DRILLED CAISSON (SPECIAL). 10. BASE AND POLE BY OTHERS
RE
VIS
IO
NS
:
Rus
sell
Pla
nnin
g &
Eng
inee
ring
, Inc
.
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PARK ELEMENTARY SCHOOL SIGN TABULATION
AutoCAD SHX Text
Civil Engineering Services
AutoCAD SHX Text
934 Main Avenue, Unit C
AutoCAD SHX Text
Durango, Colorado 81301
AutoCAD SHX Text
Phone: (970) 385-4546
AutoCAD SHX Text
Fax: (970) 385-4502
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1 - SPEED LIMIT 20 MPH
WHEN FLASHING
STA:21+93
3 - PED. XING ARROW
STA:25+96
5 - PED. XING AHEAD
STA:27+79
4 - PED. XING AHEAD
STA:27+36
6 - PED. XING ARROW
STA:29+20
7 - PED. XING ARROW
STA:30+01
9 - SPEED LIMIT 20 MPH
WHEN FLASHING
STA:33+22
8 - PED. XING AHEAD
STA:31+92
10 - PED. XING AHEAD
STA:4+54
11 - PED. XING ARROW
STA:7+71
12 - PED. XING ARROW
STA:8+46
13 - PED. XING AHEAD
STA:11+64
15 - RRFB
STA:12+55
14 - RRFB
STA:12+49
2 - PED. XING ARROW
STA:25+11
0+00
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RE
VIS
IO
NS
:
Rus
sell
Pla
nnin
g &
Eng
inee
ring
, Inc
.
Drawn:
Drafted:
Checked:
Date of Submittal
CA
LL 8
11T
WO
WO
RK
ING
DA
YS
BE
FOR
E Y
OU
DIG
OF
PRELIMINARY
10/12/2018
C-011
File
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E 4TH ST.
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E 3RD AVE.
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E 9TH AVE.
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PARK ELEMENTARY SCHOOL
AutoCAD SHX Text
Civil Engineering Services
AutoCAD SHX Text
934 Main Avenue, Unit C
AutoCAD SHX Text
Durango, Colorado 81301
AutoCAD SHX Text
Phone: (970) 385-4546
AutoCAD SHX Text
Fax: (970) 385-4502
AutoCAD SHX Text
PARK
