24-254 2025 Accessible Ramp Improvements_IFC 2025.pdf
PDF 4 MB Posted
- Attached to
- 2nd Street and Escalante Drive A. D. A. Ramps
- Solicitation number
- 2025-0018
- Issued by
- La Plata County, Colorado
About this file
The document is a comprehensive construction plan set for the City of Durango's 2025 A.D.A. Ramps Capital Improvement Project (CIP), prepared by Goff Engineering & Surveying, Inc. The project involves improving accessibility by constructing and replacing concrete curb ramps at multiple intersections, including locations on 2nd Street, E 7th Avenue, E 6th Avenue, E 5th Avenue, and Escalante Drive. The base bid includes multiple line items such as removal of existing curb, gutter, sidewalk, and asphalt; installation of new concrete sidewalks and curb ramps (Type 1 and Type 2); placement of detectable warning plates; traffic control management; and associated infrastructure improvements. The project specifications outline precise quantities, including 412 linear feet of curb and gutter removal, 77 square yards of concrete curb ramp removal, 83 square yards of concrete sidewalk, and 15 detectable warning plates.
The project is funded by the City of Durango and appears to be a municipal infrastructure enhancement focused on Americans with Disabilities Act (A.D.A.) compliance. The total project budget encompasses mobilization, traffic control, stormwater pollution prevention management, and specific construction elements. Key utility coordination involves multiple agencies including the City of Durango, AT&T for communications, La Plata Electric for electrical services, and ATMOS Energy for natural gas. The construction plans detail specific technical requirements, including site restoration, erosion control, and precise measurements for each improvement location. The project is scheduled for construction in 2025, with the engineering plans issued for construction on 03-20-2025, indicating a comprehensive approach to urban infrastructure accessibility improvements.
View the file
Other files
| File | Type | Posted |
|---|---|---|
| 0330 2nd St ADA Ramps 2025 IFB.pdf | ||
| BID SCHEDULE 2nd St _ Escalante Drive ADA.xls | XLS spreadsheet | |
| B15e. City of Durango General Conditions.pdf |
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CITY OF DURANGO
CONSTRUCTION PLANS FOR THE
2025 A.D.A. RAMPS CIP PROJECT
C1.0
TITLE SHEET
Checked By:
Designed by:
Drawn By:
Project Number:
Sheet
Revisions:
Issue Record:
GOFF ENGINEERING
& SURVEYING, INC.
126 ROCK POINT
DRIVE SUITE A
P.O. BOX 97
DURANGO,
COLORADO 81302
(970) 247-1705 www.GoffEngineering.com
Goff Engineering & Surveying, Inc.
expressly reserves the common law copyright and other property rights in these plans. These plans are not to be changed or copied in any form or manner whatsoever nor are they to be assigned to any third party without first obtaining written permission and consent of Goff Engineering & Surveying, Inc. ©
ENGINEERING SURVEYING INC
03-20-2025
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24-254
ISSUED FOR CONSTRUCTION
GOFF
Existing Features
Legend of Civil Features
Proposed Features
PROJECT
SITES
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AutoCAD SHX Text 03-20-2025
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WATER METER
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DURANGO
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CITY
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BOULDER
AutoCAD SHX Text FOR BURIED UTILITY INFORMATION THREE (3) BUSINESS DAYS BEFORE YOU DIG CALL 8 1 1 (or 1-800-922-1987) UTILITY NOTIFICATION CENTER OF COLORADO (UNCC) www.uncc.org
AutoCAD SHX Text AGENCIES OWNER: CITY OF DURANGO CITY OF DURANGO REPRESENTATIVE: STEVE VOIGTS 105 S. CAMINO DEL RIO DURANGO CO 81303 (970) 764-0958 PROJECT ENGINEER: GOFF ENGINEERING GOFF ENGINEERING ROB HARRIES 126 ROCK POINT DR. DURANGO CO, 81301 (970) 247-1705 ELECTRIC UTILITY: LA PLATA ELECTRIC LA PLATA ELECTRIC ASSOC. DENNIS BAXTER PO BOX 2750 DURANGO CO 81302 WATER/SEWER: CITY OF DURANGO CITY OF DURANGO STEVE VOIGTS 105 S. CAMINO DEL RIO DURANGO CO 81303 (970) 764-0958 COMMUNICATIONS: AT&T AT&T (800) 222-0360 CENTURY LINK (970) 259-0511 NATURAL GAS: ATMOS ENERGY ATMOS ENERGY (888) 286-6700
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GENERAL NOTES
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OVERALL
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2ND ST
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E 8TH AVE & ESCALANTE DR
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VICINITY MAP
C1.1
GENERAL NOTES
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Sheet
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Issue Record:
GOFF ENGINEERING
& SURVEYING, INC.
126 ROCK POINT
DRIVE SUITE A
P.O. BOX 97
DURANGO,
COLORADO 81302
(970) 247-1705 www.GoffEngineering.com
Goff Engineering & Surveying, Inc.
expressly reserves the common law copyright and other property rights in these plans. These plans are not to be changed or copied in any form or manner whatsoever nor are they to be assigned to any third party without first obtaining written permission and consent of Goff Engineering & Surveying, Inc. ©
ENGINEERING SURVEYING INC
03-20-2025
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24-254
ISSUED FOR CONSTRUCTION
GOFF
BASE BID
ITEM NO. CONTRACT ITEM UNIT QUANTITY AS CONST
202-1 REMOVAL OF CURB AND GUTTER LF 412
202-2 REMOVAL OF CONCRETE CURB RAMP SY 77
202-3 REMOVAL OF SIDEWALK SY 66
202-4 REMOVAL OF ASPHALT MAT (INCL. SAWCUT) SY 105
208-1 PROCUREMENT AND ADMINISTRATION OF SWMP LS 1
208-2 CONCRETE WASHOUT STRUCTURE EA 1
210 RESET SIGN PANEL EA 1
403 HOT MIX ASPHALT (PATCHING) SY 105
608-1 CONCRETE SIDEWALK (4 INCH THICK) (INCL. BASE
COURSE, COMPLETE-IN-PLACE) SY 83
608-2 CONCRETE CURB RAMP (TYPE 1) (INCL. BASE COURSE,
COMPLETE-IN-PLACE) SY 141
608-3 CONCRETE CURB RAMP (TYPE 2) (INCL. BASE COURSE,
COMPLETE-IN-PLACE) SY 30
608-4 DETECTABLE WARNING PLATES (5' x 2') EA 15
609 CURB AND GUTTER (COD) (INCL. BASE COURSE,
COMPLETE-IN-PLACE) LF 128
614 STEEL SIGNPOST EA 1
626 MOBILIZATION LS 1
630 TRAFFIC CONTROL & MANAGEMENT LS 1
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AutoCAD SHX Text 03-20-2025
AutoCAD SHX Text GENERAL NOTES 1. THE CONTRACTOR SHALL NOTIFY ALL UTILITY COMPANIES AT LEAST 3 DAYS IN THE CONTRACTOR SHALL NOTIFY ALL UTILITY COMPANIES AT LEAST 3 DAYS IN ADVANCE OF THE ACTUAL STARTING DATE OF CONSTRUCTION. DETERMINE ACTUAL LOCATION OF UTILITIES IN THE FIELD. THE CONTRACTOR IS TO USE DUE CAUTION IN WORKING OVER AND AROUND ALL UTILITY LINES. BREAKS IN THE UTILITY LINES DUE TO THE CONTRACTOR'S CARELESSNESS ARE TO BE REPLACED AT HIS EXPENSE WITHOUT COST TO THE OWNER. ADJUSTMENTS OF TELEPHONE, GAS, AND ELECTRICITY WILL BE MADE BY THE UTILITY COMPANIES WHEN THEIR LOCATION CONFLICTS WITH INSTALLATION OF THE NEW FACILITY. ADJUSTMENTS TO CITY SEWER AND/OR WATER SHALL BE MADE BY THE CONTRACTOR. THE CONTRACTOR IS TO CONTACT THE FOLLOWING TELEPHONE NUMBER WHEN REQUESTING LOCATION FOR UTILITY LINES: 811... (1-800-922-1987). 2. PIPELINES AND OTHER EXISTING UNDERGROUND INSTALLATIONS AND STRUCTURES IN PIPELINES AND OTHER EXISTING UNDERGROUND INSTALLATIONS AND STRUCTURES IN THE VICINITY OF THE WORK TO BE DONE THEREUNDER ARE INDICATED ON THE DRAWINGS ACCORDING TO THE INFORMATION AVAILABLE TO THE ENGINEER; HOWEVER, ALL LINES ACTUALLY EXISTING MAY NOT BE SHOWN. THE ENGINEER DOES NOT GUARANTEE THE ACCURACY OF SUCH INFORMATION. THE CONTRACTOR SHALL MAKE EVERY EFFORT TO LOCATE ALL UNDERGROUND PIPELINES, CONDUITS, & IRRIGATION LINES, AND BY PROSPECTING IN ADVANCE OF TRENCH EXCAVATION. 3. PRIOR TO COMMENCING ANY WORK, THE CONTRACTOR SHALL BE REQUIRED TO PRIOR TO COMMENCING ANY WORK, THE CONTRACTOR SHALL BE REQUIRED TO SUBMIT IN WRITING, A DETAILED PLAN OF OPERATION AND SCHEDULE OF COMPLETION TO THE OWNER FOR REVIEW AND APPROVAL PRIOR TO COMMENCEMENT OF THE PROJECT. 4. CONTRACTOR SHALL PROVIDE THE OWNER'S REPRESENTATIVE AND POLICE DISPATCH CONTRACTOR SHALL PROVIDE THE OWNER'S REPRESENTATIVE AND POLICE DISPATCH 970-385-2900 WITH THE NAME AND PHONE NUMBER OF THEIR REPRESENTATIVE TO BE CONTACTED DURING WORKING AND NON-WORKING HOURS AS NECESSARY. 5. A QUALIFIED SUPERINTENDENT, WHO IS ACCEPTABLE TO THE OWNER'S A QUALIFIED SUPERINTENDENT, WHO IS ACCEPTABLE TO THE OWNER'S REPRESENTATIVE, SHALL BE MAINTAINED ON THE WORKSITE AND GIVE SUFFICIENT SUPERVISION TO THE WORK UNTIL ITS COMPLETION. THE SUPERINTENDENT SHALL HAVE FULL AUTHORITY TO ACT ON BEHALF OF THE CONTRACTOR, AND ALL DIRECTIONS 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. 6. LOCATIONS OF NEW CURB RAMPS ARE APPROXIMATE AND MAY REQUIRE FIELD LOCATIONS OF NEW CURB RAMPS ARE APPROXIMATE AND MAY REQUIRE FIELD ADJUSTMENT. CONTRACTOR TO COORDINATE WITH THE OWNER'S REPRESENTATIVE REGARDING THE LOCATION OF THE NEW CURB RAMPS. 7. EXISTING PAVEMENT SHALL BE REMOVED AT CUT LINES AS DIRECTED BY THE EXISTING PAVEMENT SHALL BE REMOVED AT CUT LINES AS DIRECTED BY THE OWNER'S REPRESENTATIVE IN THE FIELD. SAW CUTTING SHALL NOT BE PAID FOR SEPARATELY, BUT SHALL BE INCLUDED IN THE RESPECTIVE BID ITEM. 8. ALL ASPHALT, PORTLAND CEMENT CONCRETE, AND MASONRY RUBBLE FROM THE ALL ASPHALT, PORTLAND CEMENT CONCRETE, AND MASONRY RUBBLE FROM THE REMOVAL SHALL BE REMOVED AND DISPOSED OF BY THE CONTRACTOR IN COMPLIANCE WITH APPLICABLE FEDERAL, STATE, AND LOCAL REQUIREMENTS. 9. ANY UNSUITABLE TRENCH EXCAVATION MATERIAL INCLUDING BRICK AND OTHER ANY UNSUITABLE TRENCH EXCAVATION MATERIAL INCLUDING BRICK AND OTHER RUBBLE SHALL BE DISPOSED OF BY THE CONTRACTOR. EXCESS TRENCH EXCAVATION FROM OTHER AREAS OF THE PROJECT SHALL BE USED FOR BACKFILL IN THOSE AREAS WHERE UNSUITABLE EXCAVATION MATERIALS ARE ENCOUNTERED. THE REMAINING TRENCH EXCAVATION AND/OR GRADING EXCAVATION THAT CANNOT BE INCORPORATED INTO THE PROJECT SHALL BE DISPOSED OF BY THE CONTRACTOR. THIS WORK SHALL BE CONSIDERED INCIDENTAL TO THE PROJECT. 10. COMPACTION OF SOILS, AGGREGATE BASES, AND STRUCTURE BACKFILL SHALL BE COMPACTION OF SOILS, AGGREGATE BASES, AND STRUCTURE BACKFILL SHALL BE AS DETERMINED BY THE OWNER'S REPRESENTATIVE. 11. THE CONTRACTOR SHALL FURNISH THE NECESSARY BORROW SOIL, AS REQUIRED. THE CONTRACTOR SHALL FURNISH THE NECESSARY BORROW SOIL, AS REQUIRED. THIS MATERIAL SHALL BE APPROVED BY THE OWNER'S REPRESENTATIVE PRIOR TO USE. 12. EMBANKMENT AND FILL MATERIAL MUST BE APPROVED BY THE OWNER'S EMBANKMENT AND FILL MATERIAL MUST BE APPROVED BY THE OWNER'S REPRESENTATIVE PRIOR TO USE. IF DURING PLACEMENT, THE MATERIAL BECOMES UNACCEPTABLE, THE OPERATION SHALL BE DISCONTINUED UNTIL ACCEPTABLE MATERIAL IS OBTAINED. 13. THE CONTRACTOR SHALL TAKE STEPS TO CONTROL SOIL EROSION DURING THE CONTRACTOR SHALL TAKE STEPS TO CONTROL SOIL EROSION DURING CONSTRUCTION. THE CONTRACTOR SHALL APPOINT AN EROSION CONTROL SUPERVISOR AND MAINTAIN EROSION CONTROL AT ALL TIMES. IF NECESSARY, CHECK DAMS OR ADDITIONAL BMP'S (OTHER THAN WHAT IS SHOWN ON THE PLANS) SHALL BE USED TO PREVENT SILT FROM ENTERING ANY STATE WATERS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING AND COMPLYING WITH ALL STORMWATER QUALITY PERMIT REQUIREMENTS OF THE CITY OF DURANGO AND STATE OF COLORADO. AS NECESSARY, THE CONTRACTOR SHALL ALSO OBTAIN AND COMPLY WITH ALL CONDITIONS OF A COLORADO WASTEWATER DISCHARGE PERMIT FOR CONSTRUCTION DE-WATERING, AS NECESSARY . 14. EROSION CONTROL FEATURES MAY BE ADJUSTED BY DIRECTION OF THE OWNER'S EROSION CONTROL FEATURES MAY BE ADJUSTED BY DIRECTION OF THE OWNER'S REPRESENTATIVE TO REDUCE THE ENVIRONMENTAL IMPACT. 15. EXISTING TREES AND VEGETATION SHALL BE PROTECTED FROM DAMAGE DURING THE EXISTING TREES AND VEGETATION SHALL BE PROTECTED FROM DAMAGE DURING THE CONSTRUCTION OF THE PROJECT. ALL EXCAVATION WITHIN THE LIMIT OF TREE CANOPIES SHALL BE BY HAND METHODS, AND UNDER THE SUPERVISION OF THE CITY ARBORIST. FENCE PROTECTION SHALL BE INSTALLED AT DRIPLINE. 16. THE CONTRACTOR SHALL PERFORM A PRECONSTRUCTION PHOTOGRAPHIC SURVEY THE CONTRACTOR SHALL PERFORM A PRECONSTRUCTION PHOTOGRAPHIC SURVEY ALONG THE ALIGNMENTS OF CONSTRUCTION. THIS SURVEY SHALL BE COORDINATED WITH THE CITY AND SERVE AS A REFERENCE FOR SITE RESTORATION. IT WILL DOCUMENT PRECONSTRUCTION CONDITIONS WITH GOOD ANGLES SUCH THAT THE CHARACTER AND CONDITION OF THE VEGETATION ARE CLEARLY IDENTIFIED. PHOTO-DOCUMENTATION WILL REFERENCE PROJECT STATIONING (WHERE APPROPRIATE) AND VANTAGE POINTS, EACH COVERING NO MORE THAN 100 FEET. DISPUTES RELATED TO SITE RESTORATION WILL DEFAULT TO THE OWNER'S REPRESENTATIVE POSITION IF PRECONSTRUCTION DOCUMENTATION IS INADEQUATE. THE COST OF THE PRECONSTRUCTION PHOTOGRAPHIC SURVEY WILL NOT BE PAID FOR SEPARATELY, BUT SHALL BE INCLUDED IN THE COST OF THE WORK. 17. THE CONTRACTOR IS RESPONSIBLE FOR RESTORING THE DISTURBED AREA TO ITS THE CONTRACTOR IS RESPONSIBLE FOR RESTORING THE DISTURBED AREA TO ITS ORIGINAL PRECONSTRUCTION CONDITIONS. IN LOCATIONS WHERE THE FOOTPRINT OF THE NEW CURB RAMP IS SMALLER THAN THE AREA THAT WAS DISTURBED, THE CONTRACTOR MUST IMPORT SUITABLE MATERIALS TO MATCH THE EXISTING CONDITIONS. ANY EXISTING IRRIGATION PIPING AND EQUIPMENT MUST BE REPAIRED AND/OR MODIFIED TO ACCOMMODATE THE NEW CONDITIONS. GRASS SEED AND/OR SOD SHOULD BE PLACED AS NECESSARY, AND APPROPRIATE EROSION CONTROL MEASURES MUST BE IMPLEMENTED. 18. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL WORK ZONE TRAFFIC CONTROL, THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL WORK ZONE TRAFFIC CONTROL, INCLUDING PEDESTRIAN AND BICYCLE TRAFFIC. TRAFFIC CONTROL SHALL BE IN ACCORDANCE WITH THE LATEST VERSION OF THE MUTCD AND ANY CITY OF DURANGO STANDARDS. ALL TRAFFIC CONTROL IS TO BE APPROVED BY THE CITY PRIOR TO INSTALLATION. COST SHALL BE INCLUDED IN PAY ITEM 630 - TRAFFIC CONTROL. 19. DETOURS AND CLOSURE OF THE EXISTING SIDEWALKS TERMINATING AT OR NEAR DETOURS AND CLOSURE OF THE EXISTING SIDEWALKS TERMINATING AT OR NEAR THE PROJECT SHALL INCLUDE, BUT NOT BE LIMITED TO, SIDEWALK CLOSED SIGNS, ADEQUATE BARRIERS, AND/OR FENCING. THESE SHALL BE MAINTAINED BY THE CONTRACTOR FOR THE DURATION OF THE PROJECT, AND SHALL BE PART OF THE PROJECT TRAFFIC CONTROL. 20. ALL PROJECT MATERIALS AND CONSTRUCTION METHODS SHALL CONFORM TO CITY ALL PROJECT MATERIALS AND CONSTRUCTION METHODS SHALL CONFORM TO CITY OF DURANGO SPECIFICATIONS. ALL CONCRETE SHALL BE CLASS D (4000 PSI) WITH FIBER REINFORCEMENT. 21. ALL GEOTECHNICAL INSPECTION AND TESTING SHALL BE IN ACCORDANCE WITH CITY ALL GEOTECHNICAL INSPECTION AND TESTING SHALL BE IN ACCORDANCE WITH CITY OF DURANGO STANDARDS AND SPECIFICATIONS. 22. THE CONTRACTOR SHALL BE RESPONSIBLE FOR STAGING AREAS AND ACCESS THE CONTRACTOR SHALL BE RESPONSIBLE FOR STAGING AREAS AND ACCESS POINTS. 23. CLEARING AND GRUBBING SHALL INCLUDE REMOVAL OF ALL TREES, LOGS, LIMBS, CLEARING AND GRUBBING SHALL INCLUDE REMOVAL OF ALL TREES, LOGS, LIMBS, STUMPS, BRUSH, TRASH, ETC. TO AN APPROVED OFFSITE LOCATION 24. IT WILL BE THE CONTRACTOR'S RESPONSIBILITY TO PROVIDE ANY TEMPORARY IT WILL BE THE CONTRACTOR'S RESPONSIBILITY TO PROVIDE ANY TEMPORARY EXCAVATION SUPPORT AS REQUIRED. THIS SUPPORT WILL BE INCIDENTAL TO THE CONSTRUCTION OF SUBSURFACE ELEMENTS AND WILL NOT BE PAID FOR SEPARATELY. 25. CONTRACTOR IS RESPONSIBLE FOR HAVING SANITARY FACILITIES AVAILABLE ON SITE. CONTRACTOR IS RESPONSIBLE FOR HAVING SANITARY FACILITIES AVAILABLE ON SITE. COST IS INCIDENTAL TO THE PROJECT. 26. ALL WORK WITHIN CDOT RIGHT OF WAY TO ADHERE TO CONDITIONS OF THE ALL WORK WITHIN CDOT RIGHT OF WAY TO ADHERE TO CONDITIONS OF THE APPROVED ACCESS PERMIT . 27. ALL SLEEVES AND CONDUITS INSTALLED FOR FUTURE USE, SHALL BE IDENTIFIED ALL SLEEVES AND CONDUITS INSTALLED FOR FUTURE USE, SHALL BE IDENTIFIED WITH COORDINATES ON THE AS-CONSTRUCTED DRAWINGS. 28. ALL TRUNCATED DOMES (DETECTABLE WARNING PLATES) SHALL BE CAST IRON, ALL TRUNCATED DOMES (DETECTABLE WARNING PLATES) SHALL BE CAST IRON, DEETER MODEL 4984, ADA COMPLIANT. 29. ALL RAMPS, CONCRETE LANDINGS AND WALKWAYS SHALL ADHERE TO ADA CRITERIA. ALL RAMPS, CONCRETE LANDINGS AND WALKWAYS SHALL ADHERE TO ADA CRITERIA. 30. CURB RAMP CONSTRUCTION SHALL BE PER CDOT STANDARD PLAN NO. M-608-1. CURB RAMP CONSTRUCTION SHALL BE PER CDOT STANDARD PLAN NO. M-608-1. 31. LINEWORK FOR ROADS, SIDEWALKS, STRUCTURES, PROPERTY LINES ETC. SHOWN ON LINEWORK FOR ROADS, SIDEWALKS, STRUCTURES, PROPERTY LINES ETC. SHOWN ON THE DRAWINGS IS FROM CITY OF DURANGO AERIAL MAPPING AND IS APPROXIMATE.
AutoCAD SHX Text KEY NOTES: INSTALL CDOT TYPE 1 PERPENDICULAR CURB RAMP W/ CAST IRON DETECTABLE WARNING PLATE. DETECTABLE WARNING PLATES SHALL BE 2 FT. WIDE BY 5 FT (UNLESS OTHERWISE NOTED ON PLANS), ADA COMPLIANT, DEETER FOUNDRY MODEL 4984 OR APPROVED EQUAL. INSTALL CITY OF DURANGO CONCRETE CURB AND GUTTER. MATCH EXISTING HOT MIX ASPHALT PATCHING INSTALL CDOT TYPE 2 PARALLEL CURB RAMP W/ CAST IRON DETECTABLE WARNING PLATE. EXISTING YIELD SIGN TO BE RELOCATED. EXISTING SIGN TO BE REUSED. PROVIDE NEW 1 3/4" STEEL, PERFORATED SQUARE TUBING POST WITH A V-LOC POST ANCHOR.
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C2.0
OVERALL
Checked By:
Designed by:
Drawn By:
Project Number:
Sheet
Revisions:
Issue Record:
GOFF ENGINEERING
& SURVEYING, INC.
126 ROCK POINT
DRIVE SUITE A
P.O. BOX 97
DURANGO,
COLORADO 81302
(970) 247-1705 www.GoffEngineering.com
Goff Engineering & Surveying, Inc.
expressly reserves the common law copyright and other property rights in these plans. These plans are not to be changed or copied in any form or manner whatsoever nor are they to be assigned to any third party without first obtaining written permission and consent of Goff Engineering & Surveying, Inc. ©
ENGINEERING SURVEYING INC
03-20-2025
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24-254
ISSUED FOR CONSTRUCTION
GOFF
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AutoCAD SHX Text E. 3RD Ave.
AutoCAD SHX Text
ESCALANTE DR.
AutoCAD SHX Text
HOME DEPOT
AutoCAD SHX Text
GAUGE APARTMENTS
AutoCAD SHX Text
ROCKET POINTE
AutoCAD SHX Text g:\2024\24-254 2025 accessible ramp improvements\cad\sheets\c2.0 overall.dwg DATE:3/19/2025 USER:KKINDLE PLOT SCALE=1:1 DATE:3/19/2025 USER:KKINDLE PLOT SCALE=1:13/19/2025 USER:KKINDLE PLOT SCALE=1:1 USER:KKINDLE PLOT SCALE=1:1KKINDLE PLOT SCALE=1:1 PLOT SCALE=1:11:1
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GRAPHIC SCALE
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FEET
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INCHES
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03-20-2025
C3.0
2ND ST
Checked By:
Designed by:
Drawn By:
Project Number:
Sheet
Revisions:
Issue Record:
GOFF ENGINEERING
& SURVEYING, INC.
126 ROCK POINT
DRIVE SUITE A
P.O. BOX 97
DURANGO,
COLORADO 81302
(970) 247-1705 www.GoffEngineering.com
Goff Engineering & Surveying, Inc.
expressly reserves the common law copyright and other property rights in these plans. These plans are not to be changed or copied in any form or manner whatsoever nor are they to be assigned to any third party without first obtaining written permission and consent of Goff Engineering & Surveying, Inc. ©
ENGINEERING SURVEYING INC
03-20-2025
DU
RA
NG
O, C
OL
OR
AD
O
CI
TY
O F
DU
RA
NG
O
AC
CE
SS
IB
LE
R
AM
P
IM
PR
OV
EM
EN
TS
KK
RSH
KK
24-254
ISSUED FOR CONSTRUCTION
GOFF
AutoCAD SHX Text 2nd St
AutoCAD SHX Text E 7th Ave
AutoCAD SHX Text
REMOVE EX. CONCRETE RAMP. COORDINATE WITH CITY OF DURANGO FOR REMOVAL LIMITS.
AutoCAD SHX Text
REMOVE EX. CONCRETE RAMP. COORDINATE WITH CITY OF DURANGO FOR REMOVAL LIMITS.
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MAINTAIN 3 FT (36 IN) OF CLEAR SPACE AROUND CIRCUMFERENCE OF FIRE HYDRANT
AutoCAD SHX Text 2nd St
AutoCAD SHX Text E 6th Ave
AutoCAD SHX Text REMOVE EX. CONCRETE APEX RAMP. COORDINATE WITH CITY OF DURANGO FOR REMOVAL LIMITS.
AutoCAD SHX Text
REMOVE EX. CONCRETE RAMP AND DETECTABLE WARNING PLATE
AutoCAD SHX Text
MAINTAIN 3 FT (36 IN) OF CLEAR SPACE AROUND CIRCUMFERENCE OF FIRE HYDRANT
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PROTECT EX. INLET
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* TYPE 1 CURB RAMP W/ TYPE 1 CURB RAMP W/ VERTICAL CURB RETURN
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AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text 2nd St
AutoCAD SHX Text E 5th Ave
AutoCAD SHX Text REMOVE EX. CONCRETE APEX RAMP. COORDINATE WITH CITY OF DURANGO FOR REMOVAL LIMITS.
AutoCAD SHX Text g:\2024\24-254 2025 accessible ramp improvements\cad\sheets\c3.x.dwg DATE:3/19/2025 USER:KKINDLE PLOT SCALE=1:1 DATE:3/19/2025 USER:KKINDLE PLOT SCALE=1:13/19/2025 USER:KKINDLE PLOT SCALE=1:1 USER:KKINDLE PLOT SCALE=1:1KKINDLE PLOT SCALE=1:1 PLOT SCALE=1:11:1
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AutoCAD SHX Text 03-20-2025
AutoCAD SHX Text 2nd St & E 7th Ave
AutoCAD SHX Text 2nd St & E 6th Ave
AutoCAD SHX Text 2nd St & E 5th Ave
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GRAPHIC SCALE
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FEET
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INCHES
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AutoCAD SHX Text KEY NOTES: INSTALL CDOT TYPE 1 PERPENDICULAR CURB RAMP W/ CAST IRON DETECTABLE WARNING PLATE. DETECTABLE WARNING PLATES SHALL BE 2 FT. WIDE BY 5 FT (UNLESS OTHERWISE NOTED ON PLANS), ADA COMPLIANT, DEETER FOUNDRY MODEL 4984 OR APPROVED EQUAL. INSTALL CITY OF DURANGO CONCRETE CURB AND GUTTER. MATCH EXISTING HOT MIX ASPHALT PATCHING INSTALL CDOT TYPE 2 PARALLEL CURB RAMP W/ CAST IRON DETECTABLE WARNING PLATE. EXISTING YIELD SIGN TO BE RELOCATED. EXISTING SIGN TO BE REUSED. PROVIDE NEW 1 3/4" STEEL, PERFORATED SQUARE TUBING POST WITH A V-LOC POST ANCHOR.
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C3.1
E 8TH AVE &
ESCALANTE DR
Checked By:
Designed by:
Drawn By:
Project Number:
Sheet
Revisions:
Issue Record:
GOFF ENGINEERING
& SURVEYING, INC.
126 ROCK POINT
DRIVE SUITE A
P.O. BOX 97
DURANGO,
COLORADO 81302
(970) 247-1705 www.GoffEngineering.com
Goff Engineering & Surveying, Inc.
expressly reserves the common law copyright and other property rights in these plans. These plans are not to be changed or copied in any form or manner whatsoever nor are they to be assigned to any third party without first obtaining written permission and consent of Goff Engineering & Surveying, Inc. ©
ENGINEERING SURVEYING INC
03-20-2025
DU
RA
NG
O, C
OL
OR
AD
O
CI
TY
O F
DU
RA
NG
O
AC
CE
SS
IB
LE
R
AM
P
IM
PR
OV
EM
EN
TS
KK
RSH
KK
24-254
ISSUED FOR CONSTRUCTION
GOFF
AutoCAD SHX Text
REMOVE EX. CONCRETE
AutoCAD SHX Text
ESCALANTE DR.
AutoCAD SHX Text
HOME DEPOT
AutoCAD SHX Text
GAUGE APARTMENTS
AutoCAD SHX Text
ROCKET POINTE
AutoCAD SHX Text
AutoCAD SHX Text
* TYPE 1 CURB RAMP W/ TYPE 1 CURB RAMP W/ VERTICAL CURB RETURN
AutoCAD SHX Text
CROSSWALK STRIPING (BY OTHERS)
AutoCAD SHX Text NOTE NEW CROSSING TO BE FIELD FIT TO AVOID EXISTING WATER VALVES AND STORM SEWER MANHOLE
AutoCAD SHX Text g:\2024\24-254 2025 accessible ramp improvements\cad\sheets\c3.x.dwg DATE:3/19/2025 USER:KKINDLE PLOT SCALE=1:1 DATE:3/19/2025 USER:KKINDLE PLOT SCALE=1:13/19/2025 USER:KKINDLE PLOT SCALE=1:1 USER:KKINDLE PLOT SCALE=1:1KKINDLE PLOT SCALE=1:1 PLOT SCALE=1:11:1
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AutoCAD SHX Text 03-20-2025
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
GRAPHIC SCALE
AutoCAD SHX Text
FEET
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INCHES
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
ESCALANTE DR.
AutoCAD SHX Text KEY NOTES: INSTALL CDOT TYPE 1 PERPENDICULAR CURB RAMP W/ CAST IRON DETECTABLE WARNING PLATE. DETECTABLE WARNING PLATES SHALL BE 2 FT. WIDE BY 5 FT (UNLESS OTHERWISE NOTED ON PLANS), ADA COMPLIANT, DEETER FOUNDRY MODEL 4984 OR APPROVED EQUAL. INSTALL CITY OF DURANGO CONCRETE CURB AND GUTTER. MATCH EXISTING HOT MIX ASPHALT PATCHING INSTALL CDOT TYPE 2 PARALLEL CURB RAMP W/ CAST IRON DETECTABLE WARNING PLATE. EXISTING YIELD SIGN TO BE RELOCATED. EXISTING SIGN TO BE REUSED. PROVIDE NEW 1 3/4" STEEL, PERFORATED SQUARE TUBING POST WITH A V-LOC POST ANCHOR.
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AutoCAD SHX Text
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| Sheets and Views |
| C1.0 TITLE SHEET |
| C1.1 GENERAL NOTES |
| C2.0 OVERALL |
| C3.0 2ND ST |
| C3.1 E 8TH AVE & ESCALANTE DR |
File details come from the government source that posted it. Updated .