Flagler Equipment Storage Building Plans 072026.pdf

SHEET INDEX

COV COVER

SP-1 OVERALL SITE PLAN

SP-2 PLAN VIEW

SP-3 SIDE ELEVATIONS

SP-4 END ELEVATIONS

SD-1 SITE DETAILS

VACINITY MAPS

Flagler State Wildlife Area - Area 14 Equipment Storage Building

July 20, 2026

NORTH

PROJECT SITE

39.287613, -102.992262

1. THE COLORADO PARKS AND WILDLIFE PROJECT MANAGER WILL ASSIST THE CONTRACTOR IN LAYOUT AND SETTING FINISH GRADES.

2. CONTRACTOR SHALL BE FAMILIAR WITH THE EXISTING CONDITIONS. BID SHALL BE BASED ON ACTUAL SITE CONDITIONS.

3. CONTRACTOR SHALL VERIFY LOCATION AND BURY DEPTHS OF ALL UTILITIES ON THE SITE. EXISTING UTILITIES SHALL BE PROTECTED FROM DAMAGE BY

THE CONTRACTOR. DAMAGED UTILITIES SHALL BE REPAIRED AT THE CONTRACTOR'S EXPENSE.

4. ALL CUT AND FILL SLOPES SHALL BE GRADED AS SHOWN IN THE DETAILS. THE MAXIMUM SLOPE IS 4:1 UNLESS OTHERWISE NOTED.

5. ALL WORK AND MATERIALS SHALL CONFORM TO COLORADO DEPARTMENT OF TRANSPORTATION CONSTRUCTION STANDARDS AND SPECIFICATIONS.

6. NO PERMITTING IS EXPECTED.

7. WASTE HAZARDOUS OR SOLID: IF THE PROJECT INVOLVES OIL OR FUEL USAGE, TRANSFER OR STORAGE, AN ADEQUATE SPILL KIT AND SHOVELS ARE REQUIRED TO BE ONSITE DURING PROJECT IMPLEMENTATION. IF CONCRETE IS PROPOSED, ALL CONCRETE WASHOUT WATER NEEDS TO BE CONTAINED

AND PROPERLY DISPOSED OF AT A PERMITTED OFFSITE DISPOSAL FACILITY.

8. THE CONTRACTOR SHALL MAINTAIN THROUGH TRAFFIC, ON ALL ROADWAYS AT ALL TIMES, VIA FLAGGING IF NECESSARY.

9. ANY DAMAGE TO PROPERTY WILL BE REPAIRED AT THE CONTRACTOR'S EXPENSE.

10. CONTRACTOR SHALL PROTECT ALL TREES AND OTHER VEGETATION NOT DESIGNATED FOR REMOVAL. ALL DISTURBED AREAS SHALL BE PROPERLY PREPARED AND FENCE SECTIONS SHALL BE CAREFULLY REMOVED AND REPLACED AS NECESSARY.

11. CONTRACTOR WILL BE RESPONSIBLE FOR PROVIDING ADEQUATE SAFETY AND SECURITY OF THE SITE DURING CONSTRUCTION, INCLUDING BUT NOT

LIMITED TO FLAGGING, BARRIERS AND TEMPORARY FENCING.

12. ALL RUBBLE AND DEBRIS WITHIN THE PROJECT LIMITS OF WORK WILL BE HAULED FROM SITE AND DISPOSED OF PROPERLY AT CONTRACTOR'S EXPENSE

UNLESS OTHERWISE NOTED IN THE PLANS OR SPECIFICATIONS.

13. THE CONTRACTOR SHALL HAVE ONE (1) FULL SET OF THE PLANS AND SPECIFICATIONS AT THE JOB SITE AT ALL TIMES.

14. SOIL COMPACTION REQUIREMENTS BENEATH STRUCTURES, AND EARTHWORK ARE 95% OF THE MAXIMUM DRY DENSITY MEASURED IN ACCORDANCE WITH ASTM D 698 (STANDARD PROCTOR) UNLESS OTHERWISE NOTED. SOILS WITHIN REMAINDER OF THE PROJECT SHALL BE COMPACTED TO 90% OF

THE MAXIMUM DENSITY, MEASURED AS REFERENCED.

15. ALL PROPOSED FINISH GRADES SHALL ABUT EXISTING CURBS, PAVEMENT, ETC. IN BOTH LINE AND GRADE. THE CONTRACTOR SHALL NOTIFY THE

OWNER'S REPRESENTATIVE IMMEDIATELY OF ANY DISCREPANCIES.

16. CONTRACTOR MUST PROTECT NEWLY POURED CONCRETE FROM VANDALS AND OTHER PERILS. DAMAGED CONCRETE WILL BE REMOVED AND

REPLACED AT CONTRACTOR'S EXPENSE.

17. CONTRACTOR SHALL BACKFILL IMPROVEMENTS TO MATCH CROSS SECTION DETAIL HEREIN. CONTRACTOR WILL STORE NEEDED FILL DURING GRADING OPERATIONS AND FURNISH AT CONTRACTOR'S EXPENSE, ANY ADDITIONAL FILL NEEDED IN ORDER TO PROPERLY BACK FILL IMPROVEMENTS.

18. STARTING WORK CONSTITUTES ACCEPTANCE OF THE CONDITIONS UNDER WHICH WORK IS TO BE PERFORMED. AFTER SUCH ACCEPTANCE, THE CONTRACTOR SHALL AT HIS EXPENSE, BE RESPONSIBLE FOR CORRECTING ALL UNSATISFACTORY AND DEFECTIVE WORK RESULTING FROM SUCH

UNSATISFACTORY CONDITIONS.

19. THE CONTRACTOR WARRANTS THAT HIS EMPLOYEES, AGENTS, AND SUBCONTRACTORS POSSESS THE EXPERIENCE, KNOWLEDGE, AND CHARACTER NECESSARY TO QUALIFY THEM INDIVIDUALLY FOR THE PARTICULAR CONSTRUCTION TECHNIQUES THEY PERFORM UNDER THIS CONTRACT. THE CONTRACTOR SHALL INSURE THAT ALL CONSTRUCTION BE PERFORMED IN STRICT COMPLIANCE WITH OSHA, STATE AND LOCAL HEALTH AND SAFETY

CODES.

20. THE PARK MAY (AT THEIR DISCRETION) CHOOSE TO SALVAGE AND RETAIN SOME ITEMS DESIGNATED FOR REMOVAL AND DISPOSAL. HOWEVER, THE

CONTRACTOR SHOULD ASSUME REMOVAL OF ALL ITEMS AS PART OF THEIR BID.

21. The State of Colorado is committed to providing equitable access to our services to all. Please contact our Colorado Parks and Wildlife Accessibility Specialist (accessdnr@state.co.us or 303-297-1192) for personalized accessibility assistance with project construction layouts and details below. We will contact you directly within two business days. Visit our accessibility webpage for more information and services, including AIRA, our free service for blind and low-vision users.

GENERAL NOTES:

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EXISTING ELECTRICAL SUPPLY LINE TO

REMAIN (LOCATION APPROXIMATE).

NEW 30' X 64' EQUIPMENT STORAGE

BUILDING. LOCATION WILL BE IDENTIFIED IN

THE FIELD AND CONTRACTOR SHALL SQUARE

THE LAYOUT OF THE MONOLITHIC CONCRETE

SLAB AND THICKENED EDGE.

EXISTING GARAGE TO REMAIN

EXISTING BUILDINGS TO

REMAIN

GENERAL NOTES:

1. THE BUILDING SITE HAS BEEN STRIPPED,

COMPACTED AND OTHERWISE PREPARED

WITH ROADBASE FOR THE NEW BUILDING AS

AN ASSUMED "SUBGRADE".

2. CONTRACTOR WILL BE RESPONSIBLE FOR

EXCAVATING AND RE-COMPACTING FOR THE

MONOLITHIC CONCRETE THICKENED EDGE.

3. CONTRACTOR WILL BE RESPONSIBLE FOR

SQUARING THE FORMS FOR THE

MONOLITHIC CONCRETE SLAB AND

THICKENED EDGE.

4. CONTRACTOR WILL BE RESPONSIBLE FOR

THE FINISH GRADING AND COMPACTION OF

THE SUBGRADE FOR THE CONCRETE SLAB.

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SCALE : 1" = 30'-0"

NORTH

30'15'

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ADDITIONAL BID ITEM #6 - 100 amp

ELECTRICAL SERVICE & PANEL. (INCLUDES

SECONDARY SUPPLY SERVICE CONNECTION

TO ADJACENT SHOP ELECTRICAL PANEL)

30'-0"

64'-0"

36x80 EXTERIOR DOOR W/ METAL FRAME

WITH A 5' X 5' AWNING CENTERED OVER

THE DOOR. (TYPICAL EACH END)

ADDITIONAL BID ITEM #7 - EXTERIOR CONCRETE

FLATWORK APRON (RE DETAIL: 2/SD1)

64'-0"

12'-0"

5'-0"

5'-0"

ADDITIONAL BID ITEM #7 - EXTERIOR

CONCRETE FLATWORK APRON (TYPICAL

EACH END) (RE DETAIL: 2/SD1)

MONOLITHIC CONCRETE SLAB &

FOUNDATION (RE DETAIL: 1/SD1)

ADDITIONAL BID ITEM #4 - GARAGE

DOORS 12' X 14', INSULATED, W/

LIFTMASTER COMMERCIAL DOOR

OPERATOR. WIRING FOR THE OPERATOR,

PHOTO EYES AND WALL CONTROL TO THE

ELECTRICAL SERVICE PANEL IS INCLUDED.

12" ROOF LINE OVERHANG (MINIMUM)

BASE BID REQUIREMENT - TIE A #4 REBAR

TO SLAB REBAR MATT AND EXTEND 4"

ABOVE FINISH FLOOR ELEVATION.

ADDITIONAL BID ITEM #5 - METAL

BOLLARDS INCLUDING CONCRETE BASE

(RE DETAIL: 4/SD1)

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0 5'2.5'

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3 FOOT SECTION OF LIGHT PENETRATING

PANELS

EAST SIDE

WEST SIDE

ADDITIONAL BID ITEM #4 - GARAGE

DOORS 12' X 14', INSULATED, W/

LIFTMASTER COMMERCIAL DOOR

OPERATOR. WIRING FOR THE OPERATOR,

PHOTO EYES AND WALL CONTROL TO THE

ELECTRICAL SERVICE PANEL IS INCLUDED.

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NORTH AND SOUTH ENDS

5 FOOT AWNING CENTERED OVER DOOR

(TYPICAL EACH END)

PROVIDE RIDGE VENT

4/12 ROOF PITCH

36x80 EXTERIOR DOOR W/ METAL FRAME

17'-4"

EAVE

HEIGHT

15'-8"

INTERIOR

TRUSS

CLEARANCE

FROM

CONCRETE

FLOOR

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2'-0" MIN.

BELOW

GRADE

6" MIN.

ABOVE

GRADE

1'-0"

6"

2" ANCHOR BOLTS A MINIMUM OF 7" EMBEDMENT IN

CONCRETE WITHIN 12" OF CORNER & PLATE SPLICES AND 4

FOOT MAXIMUM SPACING. INSTALL WITH 3" X 3" X 732" MIN.

WASHERS.

PREPPED EXISTING

ROAD-BASE/STRUCTURAL FILL

MONOLITHIC CONCRETE SLAB & FOUNDATION1

SD1 SECTION

SD1 SECTION

#4 REBAR @ 24" O.C.,

CONTINUOUS EACH WAY

(2) #4 REBAR CONTINUOUS

#4 REBAR @ 24" O.C.,

CONTINUOUS EACH WAY

PROVIDE A SMOOTH FORM FINISH

ON EXPOSED SECTIONS OF

FOUNDATION.

EXTERIOR CONCRETE FLATWORK APRON2

SD1 SECTION

6"

CONCRETE SET FLUSH WITH ADJACENT SLAB. MAX 1/16"

DISPARITY BETWEEN SLABS.

DRILL & INSTALL REBAR INTO EXISTING CONCRETE.

HOLD EXPANSION MATERIAL 1" BELOW FINISH GRADE.

WATERPROOF SEALENT TO BE FLUSH WITH CONCRETE (COLOR

TO MATCH CONCRETE) APPLY AFTER CONCRETE HAS CURED.

1'-0"

2"

3"

LC

CONCRETE JOINT @ EXISTING CONCRETE

EXISTING PREPARED MATERIAL / ROAD BASE - COMPACTED

TO 95% STANDARD PROCTOR. (TYPICAL UNDER ALL

CONCRETE PAVING)

SAWCUT OR 14" RADIUS TOOLED CONTRACTION JOINTS TO A

DEPTH EQUAL TO 14 OF CONCRETE THICKNESS. REPEAT

GROOVING OF CONTRACTION JOINTS AFTER APPLYING A

MEDIUM BROOM FINISH. ELIMINATE GROOVER TOOL MARKS ON

CONCRETE SURFACES.

SPACE JOINTS EQUAL TO THE WIDTH OF THE WALK, BUT

EQUALLY SPACED ALONG ANY GIVEN RUN - OR AS OTHERWISE

DIRECTED BY THE PROJECT MANAGER.

6"

SUBGRADE-COMPACTED TO 95% STANDARD PROCTOR.

CONCRETE WALK REINFORCED WITH FIBER MESH. (4,000 PSI @

28 DAYS & #4 REBAR @ MAXIMUM 24" O.C. EACH WAY)

4" RADIUS TOOLED EDGES. ELIMINATE GROOVER TOOL MARKS

ON CONCRETE SURFACES.

1"

EXTERIOR CONCRETE FLATWORK APRON

SD-1

BACK FILL & COMPACT TO PREVENT DROP-OFF WITH ONSITE

SOILS & REVEG. UNLESS OTHERWISE SHOWN OR DIRECTED BY

THE PROJECT MANAGER.

CONCRETE WALK REINFORCED WITH FIBER MESH. (4,000 PSI @

28 DAYS & REBAR AS SHOWN)

CONCRETE ENCASEMENT

FINISHED GRADE

6" DIA.

SCHEDULE 40 STEEL PIPE.

GRIND SMOOTH, FILL WITH

CONCRETE

GROUT CAP OR SUFFICIENTLY

SMOOTH CONCRETE FILL AS A DOME.

1. PAINT EXPOSED PORTIONS OF BOLLARD WITH ONE COAT OF RED

OXIDE OR ZINC CHROMATE TYPE PRIMER AND TWO COATS OF

RUST-OLEUM K7744-402 SAFETY YELLOW PAINT.

3'-6"

2'-0"

3"

1'-6"

BOLLARD4

SD1 SECTION

CONCRETE FLATWORK

6"

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