Burney_Falls_Memorial_State_Park_-_Boarding_Float_Docks.pdf

DPR ACCESS COMPLIANCE REVIEW

ACCESSIBILITY SECTION

SHEET NO.

OF

DRAWN:

REVISIONS

CHECKED:

DATE

DESIGNED:

DATE:

ACCESSIBILITY COMPLIANCE AND STATE FIRE

MARSHAL SIGNED ORIGINALS ARE ON FILE AT THE

DEPARTMENT OF PARKS AND RECREATION,

NORTHERN SERVICE CENTER

CERTIFICATION #

Reviewed by Date

FACILITIES AND

DEVELOPMENT DIVISION

PROJECT MILESTONE:

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CALIFORNIA DEPARTMENT OF PARKS AND RECREATION

FACILITIES AND DEVELOPMENT DIVISION

SITE ADDRESS

GENERAL NOTES

LOCATION MAP

N

S

W E

SCOPE OF WORK

PREPARED BY

SYMBOLS LEGEND

STATE OF CALIFORNIA

DEPARTMENT OF PARKS AND RECREATION

FACILITIES AND DEVELOPMENT DIVISION

SERVICE CENTER

DIMENSION LINE

FACE OF MATERIAL

DETAIL NUMBER1

SHEET NUMBER

REVISION

NUMBER

DIMENSION LINE

CENTER LINE

A1

SECTION NUMBER

SHEET NUMBER

A A1

X'-X"

X'-X"

CL

VICINITY MAP

N

S

W E

1- ALL MATERIALS SHOWN OR NOTED ON THE PLANS ARE NEW

UNLESS CALLED OUT OTHERWISE.

2- THE CONTRACTOR SHALL VISIT THE SITE AND VERIFY ALL

EXISTING CONDITIONS SHOWN OR DIMENSIONED HERE. ANY

DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF

THE STATE REPRESENTATIVE FOR RESOLUTION BEFORE

PROCEEDING WITH THAT PORTION OF THE WORK.

3- ALL WORK SHALL COMPLY WITH THE CURRENT EDITION OF

THE FOLLOWING LISTED CODES, AND ALL OTHERS HAVING

JURISDICTION OVER THE WORK.

TITLE 19, CCR, PUBLIC SAFETY, SFM REGULATIONS.

2025 CA ADMINISTRATIVE CODE TITLE 24, PT 1.

2025 CA BUILDING CODE (CBC) TITLE 24, PT 2.

2025 CA ELECTRICAL CODE (CEC) TITLE 24, PT 3.

2025 CA MECHANICAL CODE (CMC) TITLE 24, PT 4

2025 CA PLUMBING CODE (CPC) TITLE 24, PT 5.

2025 CA ENERGY CODE CCR TITLE 24, PT 6.

2025 CA GREEN BUILDING STANDARDS TITLE 24, PT 11.

2025 CA REFERENCED STANDARDS TITLE 24, PT 12.

2010 ADA STANDARD FOR ACCESSIBLE DESIGN.

THE SECRETARY OF THE INTERIOR'S STANDARDS FOR THE

TREATMENT OF HISTORIC PROPERTIES.

4- CONDUCT ALL WORK IN ACCORDANCE WITH THE LATEST

SAFETY RULES AND REGULATIONS OF ALL AUTHORITIES AND

AGENCIES HAVING JURISDICTION OVER THE WORK.

5- ALL WORK SHALL BE IN ACCORDANCE WITH THE

CONSTRUCTION DOCUMENTS. WHERE DETAILED

INFORMATION OR CLARIFICATION IS REQUIRED, THE MATTER

SHALL BE REFERRED TO THE STATE REPRESENTATIVE FOR

WRITTEN RESOLUTION.

6- THE CONTRACTOR SHALL NOT SCALE THE DRAWINGS, BUT

SHALL RELY ONLY ON THE WRITTEN DIMENSIONS GIVEN. IF A

DISCREPANCY OCCURS OR NO DIMENSION IS GIVEN, THE

CONTRACTOR SHALL NOTIFY THE STATE REPRESENTATIVE

FOR WRITTEN CLARIFICATION BEFORE PROCEEDING WITH

THAT PORTION OF THE WORK.

7. COMPLIANCE WITH ADA REGULATIONS FOR SLOPES STATED

ON THE PLANS WILL BE VERIFIED BY THE STATE'S

REPRESENTATIVE UTILIZING A 24 INCH DIGITAL LEVEL. THE 24

INCH DIGITAL LEVEL WILL BE SUPPLIED BY THE STATE AND

WILL BE CALIBRATED BY THE STATE'S REPRESENTATIVE

PRIOR TO THE TAKING OF ANY MEASUREMENTS.

MEASUREMENTS WILL BE TAKEN IN MULTIPLE DIRECTIONS

WITH THE 24” DIGITAL LEVEL TO VERIFY COMPLIANCE WITH

SLOPES SPECIFIED ON THE PLANS. WORK THAT DOES NOT

MEET THE REQUIREMENTS SHALL BE CONSIDERED

NON-COMPLIANT AND WILL NOT BE ACCEPTED BY THE STATE.

ANY AREA WHICH IS NON-COMPLIANT SHALL BE REMOVED

AND REPLACED AT THE CONTRACTOR'S EXPENSE.

LAKE BRITTON DOCK REPLACEMENT

MCARTHUR-BURNEY FALLS MEMORIAL STATE PARK

SHEET INDEX

PAGE SHEET TITLE SHEET

G-1 TITLE SHEET 1

C-1 BOARDING FLOAT PLAN AND

PROFILE 2

C-2 BOARDING FLOAT DETAIL 3

BURNEY CREEK PIER

MCARTHUR-BURNEY FALLS MEMORIAL STATE PARK

BURNEY, CALIFORNIA 96013

THE PROJECT CONSISTS OF REMOVING THE EXISTING 80‑FOOT‑LONG, 5‑FOOT‑WIDE BOARDING FLOAT AND REPLACING IT WITH A NEW 80‑FOOT‑LONG, 6‑FOOT‑WIDE ALUMINUM‑FRAME BOARDING FLOAT. THE NEW FLOAT WILL BE DESIGNED TO CONNECT TO AND UTILIZE THE EXISTING ALUMINUM GANGWAY AND THE EXISTING THREE (3) 9‑INCH STEEL GUIDE PILES. NO MODIFICATIONS TO THE GANGWAY OR GUIDE

PILES ARE INCLUDED IN THIS SCOPE.

SCOPE ALSO INCLUDES DETACHING, REMOVING AND DISPOSING OF THE EXISTING 80-FOOT-LONG

BOARDING FLOAT.

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EXP: 09/30/27

6'-0"

20'-0" 15'-0" 25'-0"20'-0"

80' NOMINAL

SEE "GANGWAY HINGE CONNECTION"

PHOTO FOR EXISTING GANGWAY AND

BOARDING FLOAT HINGE CONNECTION.

CONFORM TO EXISTING GANGWAY HINGE.

VERIFY IN FIELD PIN DIAMETER SIZE.

EXISTING 9" STEEL PILE TO

REMAIN IN PLACE.

EXISTING 9" STEEL PIPE

PILE TO REMAIN IN PLACE.

EXISTING 9" STEEL PIPE TO

REMAIN IN PLACE.PILE GUIDE 1. SHOWN

APPROXIMATELY AT

HIGH WATER LEVEL

PILE GUIDE 2. SHOWN

APPROXIMATELY AT

HIGH WATER LEVEL

PILE GUIDE 3. SHOWN

APPROXIMATELY AT

HIGH WATER LEVEL

~30'~8'

~61'

BOARDING FLOAT LAYOUT - ELEVATION VIEW

NOT TO SCALE

~23'

EXISTING ALUMINUM GANGWAY AND HINGE TO

REMAIN IN PLACE. SEE "GANGWAY" PHOTO

FOR EXISTING CONDITION.

10" CLEATS2 x 12 YELLOW

HDPE FENDER CORNER

BUMPER AT

OUTBOARD

FLOAT END

SPACED EVENLY

BOARDING FLOAT PLAN

6'-0" WIDE

15' , 20', OR 25' WIDE

INTERLOCKING

ALUMINUM

DECKING

NOT TO SCALE

2 x 12 YELLOW

HDPE FENDER,

TYP.

ALUMINUM FRAME

INTERLOCKING

ALUMINUM DECKING

6'-0" WIDE

SUPPORT LEG

WITH PLASTIC

PAD. SEE NOTE 4

AND 5

30" MAX

BOARDING FLOAT SECTION

BOARDING FLOAT

PONTOON

NOT TO SCALE

NOTES:

1. THE PLAN SHOWN HERE IS A PERFORMANCE CONCEPT OF THE DOCKS REQUIRED BY THE PROJECT. CONTRACTOR MAY SUBSTITUTE ITS OWN ASSEMBLY DESIGN AND FRAME

MEMBERS FOR APPROVAL BY THE DEPARTMENT. THE DESIGN MUST INCORPORATE THE FUNCTIONAL FEATURES SHOWN ON THESE PLANS AND SHALL MEET THE DESIGN SPECIFICATIONS OF THE DEPARTMENT. ADDITIONAL FLOATATION MAY BE REQUIRED THAN AS SHOWN ON THE DRAWINGS. SHOP DRAWINGS SHALL BE SUBMITTED FOR

DEPARTMENT APPROVAL. SEE ADDITIONAL NOTES ON SHEET C-2.

2. CLEATS SHALL BE BOLTED THROUGH THE MAIN FRAME OF THE BOARDING FLOAT WITH 3/8" CARRIAGE BOLT. A 1/4" BACKUP WASHER-PLATE SHALL BE PLACE ON THE LOWER

FACE OF THE FLOAT FRAME WHERE THE CLEATS ARE LOCATED.

3. CONTRACTOR SHALL PROVIDE COUNTER BORES WHERE CARRIAGE BOLTS ARE BOLTED TO THE FRAME OF THE BOARDING FLOAT. CARRIAGE BOLTS SHALL SLIGHTLY BE

BELOW THE SURFACE OF THE HDPE FENDER BOARD.

4. PLASTIC PADS OF 1/2" OR THICKER ULTRA HIGH MOLECULAR WEIGHT POLYETHYLENE SHOULD BE ATTACHED TO THE BOTTOM OF THE LEGS TO PREVENT DAMAGE TO THE

LAUNCHING RAMP SURFACE.

5. THE THICKNESS OF THE PADS MUST BE CONSIDERED IN THE OVERALL HEIGHT OF THE BOARDING FLOATS IN ORDER TO AVOID EXCEEDING 30".

DPR ACCESS COMPLIANCE REVIEW

ACCESSIBILITY SECTION

SHEET NO.

OF

DRAWN:

REVISIONS

CHECKED:

DATE

DESIGNED:

DATE:

ACCESSIBILITY COMPLIANCE AND STATE FIRE

MARSHAL SIGNED ORIGINALS ARE ON FILE AT THE

DEPARTMENT OF PARKS AND RECREATION,

NORTHERN SERVICE CENTER

CERTIFICATION #

Reviewed by Date

FACILITIES AND

DEVELOPMENT DIVISION

PROJECT MILESTONE:

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EXISTING 9" STEEL PILES TO

REMAIN IN PLACE.

EXISTING BOARDING FLOAT

TO BE DETACHED,

REMOVED AND DISPOSED

OF.

EXISTING GANGWAY TO

REMAIN AND

REATTACHED TO NEW

BOARDING FLOAT

EXISTING GANGWAY TO

REMAIN AND

REATTACHED TO NEW

BOARDING FLOAT

CONFORM NEW BOARDING

FLOAT TO EXISTING GANGWAY

BARREL HINGE CONNECTION

GANGWAY PHOTO

GANGWAY HINGE CONNECTION

EXISTING 5' WIDE BOARDING

FLOAT TO BE DETACHED,

REMOVED AND DISPOSED OF.

PILE GUIDE BRACKET

EXISTING PILE GUIDE

BRACKET TO BE

DETACHED

EXISTING 9" STEEL

PILES TO REMAIN IN

PLACE.

~5' WIDE

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1. LATERAL CLEARANCE FOR PILE RUB STRIP IS 1 INCH MIN AT ALL

WATER LEVELS.

2. UHMW PILE RUB STRIP SHALL HAVE A MINIMUM THICKNESS OF 1 INCH.

FLOAT NOTES

NTS1 PILE GUIDE

NTS2 BOARDING FLOAT DESIGN NOTES

1. THE BOARDING FLOAT DESIGN SHOWN ON THESE PLANS SPECIFY THE PERFORMANCE CRITERIA THE DOCKS SHALL MEET. MANUFACTURES/CONTRACTOR ARE REQUIRED TO SUBMIT SHOP DRAWINGS SHOWING THE SPECIFIC DOCK SYSTEM TO BE INSTALLED, IDENTIFYING THE MATERIALS AND ASSEMBLY METHODS TO BE USED.

2. THE SHOP DRAWINGS SHALL BE REVIEWED FOR COMPLIANCE WITH DIVISION OF BOATING AND WATERWAYS GUIDELINES "2021 LAYOUT AND DESIGN GUIDELINES FOR BOAT LAUNCHING

FACILITIES" BY THE STATE REPRESENTATIVE.

3. THE BOARDING FLOAT MANUFACTURER/CONTRACTOR SHALL SUBMIT CALIFORNIA REGISTERED ENGINEER'S STAMPED SHOP DRAWINGS AND CALCULATIONS FOR STATE APPROVAL.

4. THE BOARDING FLOAT FABRICATOR MUST BE CURRENTLY IN THE BUSINESS OF COMMERCIAL ALUMINUM FABRICATION AND BE ABLE TO FURNISH ADEQUATE EVIDENCE OF A MINIMUM OF 5

YEARS OF EXPERIENCE IN COMMERCIAL ALUMINUM FABRICATION.

5. THE FOLLOWING MATERIALS ARE ACCEPTABLE FOR THE CONSTRUCTION OF THE FLOATING DOCK FRAMES AND DECKING

· ALUMINUM STRUCTURAL MEMBERS

· INTERLOCKING ALUMINUM DECKING

6. THE FLOATATION MATERIAL USED FOR PONTOONS SHALL BE COMPLETELY FILLED WITH EXPANDED POLYSTYRENE (EPS). THE EXPANDED POLYSTYRENE SHALL HAVE A DENSITY OF 1.0 -15 LBS PER CUBIC FOOT WITH WATER ABSORPTION NOT TO EXCEED 3 LBS PER CUBIC FOOT IN ACCORDANCE WITH THE HUNT WATER ABSORPTION TEST. EPS CONTENTS SHALL CONFORM TO THE ASTM C- 578 THE PONTOON/TUB POLYSTYRENE SHALL BE PRODUCED BY A MANUFACTURER WHO HAS BEEN CONTINUOUS ENGAGED IN PRODUCTION OF POLYSTYRENE FOR MARINE

FLOATATION FOR AT EAST THREE YEARS.

7. THE BOARDING FLOAT SHALL SUPPORT THE TOTAL DEAD LOAD (DL) OF ALL MATERIALS USED IN THEIR CONSTRUCTION.

8. THE CROSS SLOPE OF THE FLOATS SHALL NOT EXCEED 2% (1:50) UNDER DEAD LOAD ONLY ALONG THE ACCESSIBLE PATHWAY.

9. THE FLOATS SHALL MEET ALL SLOPE AND FREEBOARD REQUIREMENTS UNDER A LIVE POINT LOAD (LPL) OF 450 POUNDS APPLIED TO A POINT 12-INCHES FROM ANY DOCK EDGE AND AT THE

END OF THE OUTERMOST FLOAT.

10. STANDARD FREEBOARD REQUIREMENTS ARE AS FOLLOWS:

A. UNDER DL ONLY:

MINIMUM FREEBOARD = 14 INCHES

MAXIMUM FREEBOARD = 20 INCHES

B. UNDER DL + ULL:

MINIMUM FREEBOARD = 10 INCHES

C. UNDER DL + LPL

MINIMUM FREEBOARD = 13 INCHES

D. UNDER DL + ULL + LPL

MINIMUM FREEBOARD = 8 INCHES

11. SLOPE REQUIREMENTS:

A. ON ACCESSIBLE DOCKS UNDER DL + ULL + LPL

CROSS SLOPE: 2%

LONGITUDINAL SLOPE: 4.9%

PILE GUIDE CLEAR

OPENING LENGTH 31.5" 32"

PILE GUIDE BRACKET TABLE

PILE #

VARIES

SEE TABLE THIS SHEET

13" MIN

2"x 2"x 14"x 5" ∠ WITH

(2) 12" BOLTS TYP.

4"x1" WHITE UHMW

POLYETHYLENE RUB

STRIPS

STIFFENER PLATE WITH

UHMW RUB STRIP

HINGE

4"x 1" WHITE UHMW

POLYETHYLENE RUB STRIPS

EXISTING

9" STEEL PILE

1"

VARIES

SEE TABLE THIS SHEET

13" MIN.

1"

4" X 1" WHITE UHMW

POLYETHYLENE

RUB STRIPS

4"

MIN.

CLR.

1" M

IN

C

LR

4"

MIN.

CLR.

1" M

IN

C

LR

33.5"

DPR ACCESS COMPLIANCE REVIEW

ACCESSIBILITY SECTION

SHEET NO.

OF

DRAWN:

REVISIONS

CHECKED:

DATE

DESIGNED:

DATE:

ACCESSIBILITY COMPLIANCE AND STATE FIRE

MARSHAL SIGNED ORIGINALS ARE ON FILE AT THE

DEPARTMENT OF PARKS AND RECREATION,

NORTHERN SERVICE CENTER

CERTIFICATION #

Reviewed by Date

FACILITIES AND

DEVELOPMENT DIVISION

PROJECT MILESTONE:

Fi le

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RELATIVE POSITION OF PILE WITHIN PILE AT AT HIGH AND LOW WATER LEVELS

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