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41. THE COLORADO PARKS AND WILDLIFE PROJECT MANAGER WILL ASSIST THE CONTRACTOR IN LAYOUT AND SETTING FINISH GRADES. CONTRACTOR SHALL SUPPLY ANY SURVEYING/STAKING THAT THEY FEEL NECESSARY FOR PROPER COMPLETION OF

THE PROJECT.

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 INCLUDING PRIMARY, SECONDARY/PRIVATE. EXISTING UTILITIES SHALL BE PROTECTED FROM DAMAGE BY THE CONTRACTOR. DAMAGED UTILITIES SHALL BE REPAIRED AT THE CONTRACTOR'S EXPENSE. THE PARK HAS NO WAY OF PROVIDING LOCATES FOR EXISTING

SECONDARY/PRIVATE LINES.

4. ALL CUT AND FILL SLOPES SHALL BE GRADED AS SHOWN IN THE DETAILS. MAXIMUM SLOPE OF PAVEMENT IS 2% IN ANY DIRECTION AND FOR LANDSCAPED/NATURAL AREAS 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. THE CONTRACTOR SHALL OBTAIN ALL REQUIRED PERMITS FROM THE APPROPRIATE AGENCIES AND JURISDICTIONS (AT THE CONTRACTOR'S EXPENSE). DUE TO THE NATURE AND PROPOSED DISTURBANCE OF THIS PROJECT, IT IS NOT ANTICIPATED

THAT ANY PERMITTING WILL BE NECESSARY.

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

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

9. CONTRACTOR SHALL PROTECT ALL TREES AND OTHER VEGETATION NOT DESIGNATED FOR REMOVAL. ALL DISTURBED AREAS SHALL BE PROPERLY PREPARED, SEEDED AND MULCHED AS DESCRIBED IN THE SPECIFICATIONS.

10. 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.

11. 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.

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

13. SOIL COMPACTION REQUIREMENTS BENEATH STRUCTURES, AND FLATWORK 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.

14. 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.

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

REMOVED AND REPLACED AT CONTRACTOR'S EXPENSE.

16. 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.

17. 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.

18. 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.

19. CONTRACTOR ASSUMES THE RESPONSIBILITY FOR PROVIDING SMOOTH HORIZONTAL AND VERTICAL CURVATURE ON CONCRETE SEGMENTS. NOMINAL 2" x 6" FORMING MATERIAL WILL BE USED AND ALL ELEVATIONS AND GRADES SET USING APPROPRIATE SURVEY EQUIPMENT. CONCRETE SEGMENTS WITH WAVY EDGES, HUMPS, AND/OR DIPS WILL BE REMOVED AND

REPLACED AT THE EXPENSE OF THE CONTRACTOR.

20. CONTRACTOR TO DELIVER CONCRETE SEGMENTS TO OWNER FREE OF STAINS, SCARS, CONCRETE SPILLAGE, TIRE MARKS, ETC. PRESSURE WASHING CONCRETE WILL BE REQUIRED BEFORE ACCEPTANCE IF PROPER CARE IS NOT TAKEN DURING

CONSTRUCTION OPERATIONS TO PROTECT THE SURFACE.

21. 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.

Lathrop State Park

MARTIN BEACH - CHANGING ROOM

September 29, 2014

GENERAL NOTES:SHEET INDEX

COVER

SP-1 OVERALL SITE PLAN

SP-2 ENLARGED SITE PLAN

SD-1 MISC. DETAILS

SD-2 CHANGING ROOM

VICINITY MAP

DIRECTIONS

Three mile west of Walsenburg on U.S. Highway 160.

PROJECT SITE

MARTIN BEACH BOAT RAMP AND DAY USE AREA.

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DESIGN CRITERIA

ADAAG - AMERICANS WITH DISABILITIES ACT ACCESSIBILITY GUIDELINES

CDOT - COLORADO DEPARTMENT OF TRANSPORTATION

Highway 160

SP-2

ENLARGED SITE PLAN

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CONCRETE SET FLUSH WITH ADJACENT SLAB.

MAX 1/16" DISPARITY BETWEEN SLABS.

#4 REBAR. SET BARS 12" FROM PAVEMENT

EDGES AND 36" OC OR AS OTHERWISE

DIRECTED BY THE PROJECT MANAGER.

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"

3"

CONCRETE JOINT @ EXISTING CONCRETE

SECTION

SCALE: NTS

SD-1

CONCRETE TRAIL

SECTION

SCALE: NTS

SD-1

SUBGRADE-COMPACTED TO 95%

STANDARD PROCTOR.

2% MAXIMUM CROSS SLOPE

2%

2%

MAX.

2'-0"

5'-0"

2'-0"

CONCRETE PAVING

SD-1

4"

CLASS 6 ROAD BASE - COMPACTED TO

95% STANDARD PROCTOR. (TYPICAL

UNDER ALL CONCRETE PAVING)

CLASS 6 ROAD BASE - COMPACTED TO

95% STANDARD PROCTOR. (TYPICAL

UNDER ALL CONCRETE PAVING AND

ADJOINING ROADS)

4"

SD-1

SAWCUT OR 1

4" RADIUS TOOLED CONTRACTION JOINTS

TO A DEPTH EQUAL TO 1

4 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.

SCALE: NTS

SECTION

CONCRETE PAVING

5"

SUBGRADE-COMPACTED TO 95%

STANDARD PROCTOR.

CONCRETE WALK REINFORCED WITH FIBER

MESH. (4,000 PSI @ 28 DAYS)

4" RADIUS TOOLED EDGES. ELIMINATE

GROOVER TOOL MARKS ON CONCRETE

SURFACES.

1"

BENCH

SCALE: NTS

SD-1

GENERAL NOTES:

1. INSTALLATION TO BE COMPLETED IN ACCORDANCE WITH

MANUFACTURER'S SPECIFICATIONS INCLUDING SURFACE MOUNT

COVERS.

2. BENCH SHALL BE A WEBCOAT REGAL STYLE 6' LONG B6WBRCSM w/

SMSCOVER) (AS ILLUSTRATED) AS SUPPLIED BY ERMOLD PARK AND

RECREATION PRODUCTS (303) 450-9185, ATTN: KERRY ERMOLD - OR

OTHERWISE APPROVED EQUAL.

3. BENCH BACK AND SEAT TO BE A BROWN COLOR AND LEGS SHALL BE

BLACK.

4. CONTRACTOR MUST INSURE SURFACE MOUNT COVERS ARE ORDERED

WITH THE PRODUCT AT TIME OF PURCHASE.

FRONT ELEVATION

PLAN VIEW

END ELEVATION

1'-6"

2'-8"

6'-0"

SURFACE MOUNT COVERS

CONCRETE PAVING

SD-1

BACK FILL & COMPACT TO PREVENT

DROP-OFF WITH ONSITE SOILS & REVEG.

UNLESS OTHERWISE SHOWN OR

DIRECTED BY THE PROJECT MANAGER.

BACK FILL & COMPACT TO PREVENT

DROP-OFF WITH ONSITE SOILS & REVEG.

UNLESS OTHERWISE SHOWN OR

DIRECTED BY THE PROJECT MANAGER.

CONTRACTOR SHALL FURNISH AND

INSTALL (2) SKYLITES ON SOUTH

FACING ROOF. SKYLIGHTS SHALL BE

SUNOPTICS PRISMATIC 2 FT. X 3 FT.

FIXED CURB-MOUNTED DOUBLE HIP AS

FOUND AT HOME DEPOT OR APPROVED

EQUAL.

SKY LIGHT

SECTION

SCALE: NTS

SD-1

CHANGING ROOM SIGNS

SECTION

SCALE: NTS

SD-1

CONTRACTOR SHALL FURNISH AND INSTALL CHANGING ROOM

BRAILLE SIGNS SECURELY ANCHORED TO STEEL POSTS AS

ILLUSTRATED ON SD-2 UNLESS OTHERWISE DIRECTED BY THE

PROJECT MANAGER.

ADA MENS CHANGING ROOM

BRAILLE SIGN

RRE-14779-WHTonBLK

WAYFINDING AS SUPPLIED BY

www.compliance signs.com OR

APPROVED EQUAL.

ADA WOMENS CHANGING ROOM

BRAILLE SIGN

RRE-14777-WHTonBLK

WAYFINDING AS SUPPLIED BY

www.compliance signs.com OR

APPROVED EQUAL.

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16'-0"

3'-0"

CLEAR

5'-0"

CLEAR

3'-0"

CLEAR

GENERAL NOTES:

1. INSTALLATION TO BE COMPLETED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS AND THESE

DRAWINGS.

2. CHANGE ROOM SHALL BE A:

*POLIGON HIP ROOF STYLE SHELTER, MODEL E1 (51308) CUSTOM RAM16x24TGSS (AS ILLUSTRATED) AS

SUPPLIED BY CHURCHICH RECREATION, LLC (800) 729-7529, ATTN: BOB CHURCHICH, OR OTHERWISE

APPROVED EQUAL. THESE DRAWINGS ARE ILLUSTRATIVE ONLY.

3. SHELTER FRAME SHALL BE POWDER COATED BLACK AS FOLLOWS:

3.1. SHOT BLASTED TO NEAR WHITE CONDITION (SSPC SP-10)

3.2. WASHED AND SEALED IN A PHOSPHATE SPRAY

3.3. PRIME-COATED WITH POLI-5000 HIGH PERFORMANCE POWER APPLIED EPOXY

3.4. TOP-COATED WITH SUPER-DURABLE TGIC POLYESTER PPOWDER AND OVEN CURED.

3.5. AND BE SURFACE MOUNTED WITH COVERS.

4. SHELTER ROOF SHALL BE STANDING SEAM METAL ROOF COLORED GREEN (SUBMIT COLOR SAMPLES FOR

APPROVAL) OVER 30# ASPHALT FELT OVER 2X6 TONGUE & GROOVE PINE ROOF DECKING SEALED WITH A

WEATHER RESISTANT FINISH.

5. CONTRACTOR MUST COORDINATE AND VERIFY NECESSARY CONCRETE FLATWORK & FOUNDATIONS FOR

PROPER PLACEMENT.

6. STRUCTURAL FOUNDATION MAY BE MONOCAST WITH CONCRETE SLAB. FOUNDATION SHALL AT A MINIMUM

BE 24" DIAMETER, 48" DEPTH AND HAVE #4 REBAR CAGES WITH RINGS AT 12" O.C. AND 4 UPRIGHTS

MINIMUM UNLESS OTHERWISE DIRECTED BY THE MANUFACTURER. SEE PINNED BASE DETAIL.

PLAN

24 GA., GALVALUME COATED,

KYNAR 500 PAINTED, STANDING

SEAM STEEL ROOFING PANELS &

RIDGE CAPS (NOT ILLUSTRATED).

CONCRETE PAVING

(USE PAD - 5" THICKNESS)

SD-1

STRUCTURAL INSULATED PANEL

WALLS. CONTRACTOR SHALL BE

RESPONSIBLE FOR PRIMING AND

PAINTING THE INTERIOR WALLS

AND PREPARING AND

STUCCOING THE EXTERIOR

WALLS TO MATCH COLOR AND

TEXTURE ON VISITOR CENTER.

4" CLEARANCE OFF OF FLOOR TO

ALLOW DRAINAGE.

SKY LIGHT - CONTRACTOR

SHALL FURNISH AND INSTALL

(2) SKY LIGHTS ON SOUTH

FACING ROOF.

(2) BENCHES

SD-6

(6) 3 EACH SIDE - 3" HEAVY

DUTY COAT HOOKS AS SHOWN

OR APPROVED EQUAL.

CONCRETE PAVING

(USE PAD - 5" THICKNESS)

SD-1

ANCHOR BOLT ACCESS HOLE

CONCRETE FOUNDATION,

PREFERRED TO POUR

MONOLITHIC WITH PAD.

ANCHOR BOLTS

PINNED BASE

ELECTRICAL ACCESS, OPTIONAL

SD-1

7'-8

UNDER

EAVE

REF.

SIGN

3'-4"

MIN.

SIGN

5'-0"

MAX.

ADA MENS CHANGE ROOM SIGN

SD-1

SD-1

ADA WOMENS

CHANGE ROOM SIGN

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