CONSTRUCTION PLANS FIDELIS COMMUNITY PARK

22
SA COUNTY SANTA ROISSIONERS COMM M M MOTT MACDONALD Yl1 SHEET ' - Be ryda l it! ,! § :f j PROJECT LOCATION 0 •- t.eri y Corporation 0 2019 Microsoft . 10 2019 HERE W" . LOCATION M~P SCALE: I" - 10,000 INDEX TITLE f=+=t====:=-r1_ =r==t=t====- I M M MOTT MACDONALD Rev Date Drawn Description Ch’k’d App’d Client Title Project Number B/O Total Designed Eng check Drawn Coordination Dwg check Scale at ANSI D Status Approved Rev Security Drawing Number CONSTRUCTION PLANS FOR FIDELIS COMMUNITY PARK STATE ROAD NO. 87 05/29/2019 BOARD OF COUNTY COMMISSIONERS SANTA ROSA COUNTY, FLORIDA MOTT MACDONALD PROJECT NO. 404056 CHAIR SAM PARKER -DISTRICT 1 ROBERT A. "BOB" COLE -DISTRICT 2 VICE CHAIR W.D. "DON" SALTER -DISTRICT 3 DAVE PIECH -DISTRICT 4 LANE LYNCHARD -DISTRICT 5 BID SET Mott MacDonald Florida, LLC. 220 West Garden Street Suite 700 Pensacola, FL 32502 United States of America T +1 (850) 484 6011 www.mottmac.com/americas Architects Engineers Surveyors AA - C0000035 EB - 0000155 LB - 0006783 G-001 - G-002- G-003 - C-001 - C-002 - C-003- C-004 - C-005 - C-006 - C-007- C-008 - C-009- C-010 - C-011- C-014 - E-001- E-002 - E-003 - E-010 - E-100- E-101 - COVER SHEET GENERAL NOTES EXISTING SITE, DEMOLITION & EROSION CONTROL PLAN OVERALL LAYOUT PLAN LAYOUT PLAN LAYOUT PLAN COORDINATE TABLES OVERALL GRADING & DRAINAGE PLAN GRADING & DRAINAGE PLAN EROSION CONTROL DETAILS DETAILS ELECTRICAL LEGEND, NOTES AND ABBREVIATIONS EXISTING ELECTRICAL DEMOLITION PLAN DIAGRAMS, DETAILS AND SCHEDULES PROPOSED ELECTRICAL LAYOUT Rev Date Drawn Description Ch’k’d App’d Mott MacDonald Florida, LLC. 220 West Garden Street Suite 700 Pensacola, FL 32502 United States of America T +1 (850) 484 6011 www.mottmac.com/americas Architects Engineers Surveyors AA - C0000035 EB - 0000155 LB - 0006783 Client Title FIDELIS COMMUNITY PARK PROPOSED AMENITIES COVER SHEET BID SET Project Number 404056 B/O Total Designed K. MORGAN Eng check S. WHITE Drawn G. EDWARDS Coordination Dwg check Scale at ANSI D NTS Status PRE Approved Rev P1 Security STD Drawing Number G-001 © Mott MacDonald This document is issued for the party which commisioned it and for specific purposed connected with the captioned project only. It should not be relied upon by any other party or used for any other purpose We accept no responsibility for the consequences of this document being relied upon by any other party, or being used for any other purpose, or containing any error or omission which is due to an error or omission in data supplied to us by other parties.

Transcript of CONSTRUCTION PLANS FIDELIS COMMUNITY PARK

Page 1: CONSTRUCTION PLANS FIDELIS COMMUNITY PARK

SA COUNTY SANTA ROISSIONERS COMM

M M MOTT

MACDONALD

• ►

Yl1

SHEET

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PROJECT LOCATION

0 •- t.eriy Corporation 0 2019 Microsoft . 10 2019 HERE W" .

LOCATION M~P SCALE: I" - 10,000

INDEX TITLE

f=+=t====:=-r1_ =r==t=t====- I

M M MOTT

MACDONALD

Rev Date Drawn Description Ch’k’d App’d

Client

Title

Project Number B/O Total

Designed Eng check

Drawn Coordination

Dwg check

Scale at ANSI D Status

Approved

Rev Security

Drawing Number

CONSTRUCTION PLANS FOR

FIDELIS COMMUNITY PARK STATE ROAD NO. 87

05/29/2019

BOARD OF COUNTY COMMISSIONERS SANTA ROSA COUNTY, FLORIDA

MOTT MACDONALD PROJECT NO. 404056

CHAIR SAM PARKER -DISTRICT 1

ROBERT A. "BOB" COLE -DISTRICT 2

VICE CHAIR W.D. "DON" SALTER -DISTRICT 3

DAVE PIECH -DISTRICT 4

LANE LYNCHARD -DISTRICT 5

BID SET

Mott MacDonald Florida, LLC. 220 West Garden Street Suite 700 Pensacola, FL 32502 United States of America T +1 (850) 484 6011 www.mottmac.com/americas

Architects Engineers Surveyors AA - C0000035 EB - 0000155 LB - 0006783

G-001 -G-002- G-003 -

C-001 -

C-002 -C-003- C-004 -

C-005 -C-006 -

C-007- C-008 -C-009- C-010 -C-011- C-014 -E-001- E-002 -

E-003 -E-010 -

E-100- E-101 -

COVER SHEET GENERAL NOTES EXISTING SITE, DEMOLITION

& EROSION CONTROL PLAN OVERALL LAYOUT PLAN LAYOUT PLAN LAYOUT PLAN COORDINATE TABLES OVERALL GRADING & DRAINAGE PLAN GRADING & DRAINAGE PLAN EROSION CONTROL DETAILS DETAILS ELECTRICAL LEGEND, NOTES AND

ABBREVIATIONS EXISTING ELECTRICAL DEMOLITION PLAN DIAGRAMS, DETAILS AND SCHEDULES PROPOSED ELECTRICAL LAYOUT

Rev Date Drawn Description Ch’k’d App’d

Mott MacDonald Florida, LLC. 220 West Garden Street Suite 700 Pensacola, FL 32502 United States of America T +1 (850) 484 6011 www.mottmac.com/americas

Architects Engineers Surveyors AA - C0000035 EB - 0000155 LB - 0006783

Client

Title

FIDELIS COMMUNITY PARK PROPOSED AMENITIES COVER SHEET

BID SET

Project Number

404056 B/O Total

Designed K. MORGAN Eng check S. WHITE

Drawn G. EDWARDS Coordination

Dwg check

Scale at ANSI D

NTS Status

PRE

Approved

Rev

P1 Security

STD Drawing Number

G-001 © Mott MacDonald This document is issued for the party which commisioned it and for specific purposed connected with the captioned project only. It should not be relied upon by any other party or used for any other purpose We accept no responsibility for the consequences of this document being relied upon by any other party, or being used for any other purpose, or containing any error or omission which is due to an error or omission in data supplied to us by other parties.

Page 2: CONSTRUCTION PLANS FIDELIS COMMUNITY PARK

M MOTT M MACDONALD

Rev Date Drawn Description Ch’k’d App’d

Client

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Project Number B/O Total

Designed Eng check

Drawn Coordination

Dwg check Approved

Scale at ANSI D Status Rev Security

Drawing Number

Use

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I. GENERAL NOTES

1. THE CONTRACTOR AND ALL SUBCONTRACTORS, HEREINAFTER REFERRED TO AS "CONTRACTOR", SHALL HAVE SOMEONE TO RECEIVE CALLS AND DISPATCH PROPER PERSONNEL AND EQUIPMENT ON A TWENTY-FOUR (24) HOUR BASIS FOR EMERGENCIES.

2. THE CONTRACTOR SHALL FURNISH ALL EQUIPMENT AS REQUIRED TO ACCOMPLISH THE SPECIFIED WORK.

3. THE CONTRACTOR IS ADVISED NOT TO SCALE FROM DRAWINGS BUT TO FIELD VERIFY ALL DIMENSIONS. THE DIMENSIONS OF SPECIFIED AND FURNISHED PRODUCTS AND MATERIALS TAKE PRECEDENCE OVER DIMENSIONS AND NOTES SHOWN ON THE DRAWINGS.

4. ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE SANTA ROSA COUNTY STANDARDS.

5. ALL ASPECTS OF THE STORM WATER, DRAINAGE AND/OR TRANSPORTATION COMPONENTS SHALL BE COMPLETED PRIOR TO REQUESTING A FINAL INSPECTION.

6. NO DEVIATIONS OR REVISIONS FROM THESE PLANS BY THE CONTRACTOR SHALL BE ALLOWED WITHOUT PRIOR APPROVAL FROM BOTH THE DESIGN ENGINEER AND SANTA ROSA COUNTY. ANY DEVIATIONS MAY RESULT IN DELAYS IN COUNTY OR OWNER ACCEPTANCE OF IMPROVEMENTS.

7. THE CONTRACTOR SHALL NOTIFY SANTA ROSA COUNTY 48 HOURS IN ADVANCE PRIOR TO INITIATING ANY WORK IN THE COUNTY'S R/W.

8. NO CONSTRUCTION ACTIVITIES OR STAGING SHALL BE WITHIN FDOT RIGHT OF WAY.

II. CONTRACTUAL NOTES

1. ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH THESE PLANS, SPECIFICATIONS, ALL APPROVED PERMITS, AND THE REQUIREMENTS AND STANDARDS OF ALL GOVERNING AUTHORITIES.

2. ALL DIMENSIONS AND GRADES SHOWN ON THE PLANS SHALL BE FIELD VERIFIED BY THE CONTRACTOR PRIOR TO CONSTRUCTION. CONTRACTOR SHALL NOTIFY THE ENGINEER IF ANY DISCREPANCIES EXIST PRIOR TO PROCEEDING WITH CONSTRUCTION FOR NECESSARY PLAN OR GRADE CHANGES. NO EXTRA COMPENSATION SHALL BE PAID TO THE CONTRACTOR FOR WORK HAVING TO BE REDONE DUE TO DIMENSIONS OR GRADES SHOWN INCORRECTLY ON THESE PLANS IF SUCH NOTIFICATION HAS NOT BEEN GIVEN.

3. ALL DIMENSIONS SHOWN ARE COMPACTED DIMENSIONS.

4. THE LOCATIONS OF NEW UTILITIES AND STRUCTURES SHOWN ARE APPROXIMATE. FINAL PROJECT LOCATION MAY REQUIRE FIELD ADJUSTMENT BY THE ENGINEER UPON THE CONTRACTOR'S VERIFICATION OF ALL UTILITIES.

5. ANY DAMAGE TO STREET SURFACING OR DRIVEWAYS CAUSED BY THE CONTRACTOR'S OPERATIONS SHALL BE REPAIRED AT NO ADDITIONAL COST TO THE OWNER. ACCEPTANCE OF SUCH REPAIRS SHALL BE SUBJECT TO APPROVAL OF THE ENGINEER. FAILURES OF BASE AND SURFACING DUE TO NORMAL USE OF STREET SURFACE SHALL NOT BE CONSIDERED AS DAMAGE.

6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGE CAUSED BY HIS WORK OPERATIONS TO EXISTING FACILITIES TO REMAIN.

7. THE CONTRACTOR SHALL FIELD VERIFY EXISTING UTILITIES, (SIZE, MATERIAL OF CONSTRUCTION, ELEVATION, ETC.) TO HIS SATISFACTION.

8. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO BECOME FAMILIAR WITH THE OSHA EXCAVATION SAFETY STANDARDS AND TO ABIDE BY THEM.

9. THE CONTRACTOR AND FOREMAN ASSIGNED TO THIS PROJECT SHALL ATTEND A MANDATORY PRE-CONSTRUCTION MEETING PRIOR TO COMMENCING WORK.

III. SITE NOTES

1. GRADE ALL AREAS WITHIN THE CONSTRUCTION LIMITS TO PROVIDE UNIFORM CONTOURS AND GRADES SO THAT DRAINAGE FLOW, GRASS MOWING AND CUTTING OPERATIONS ARE NOT HINDERED BY TERRAIN IRREGULARITY. PERFORM THIS WORK REGARDLESS OF WHETHER THE IRREGULARITIES WERE THE RESULT OF CONSTRUCTION OPERATIONS OR EXISTED ORIGINALLY. ALL DISTURBED AREAS TO BE DRESSED, SEEDED/SODDED, FERTILIZED, WATERED AND MAINTAINED THROUGHOUT THE CONTRACT.

2. ALL AREAS TO BE CUT OR FILLED SHALL BE CLEARED AND GRUBBED. CLEARING AND GRUBBING SHALL BE AS PER SECTION 110 OF THE FDOT SPECIFICATIONS.

3. CONTRACTOR SHOULD PREVENT DAMAGE TO TREES OUTSIDE OF, BUT WITHIN CLOSE PROXIMITY TO THE PROJECT'S LIMITS OF CONSTRUCTION. GRADING AROUND TREES DESIGNATED TO REMAIN SHALL BE PERFORMED IN A MANNER THAT WILL NOT CAUSE ANY DAMAGE TO THE TREES. AT A MINIMUM, WORK AROUND TREES DESIGNATED TO REMAIN SHALL BE PLACED OUTSIDE THE DRIP LINE OF THE TREES.

4. NO DIRECT PAYMENT SHALL BE MADE FOR THE INCIDENTAL REMOVAL AND DISPOSAL OF TREES, SHRUBS AND DEBRIS. ALL DISPOSALS SHALL BE IN ACCORDANCE WITH FEDERAL, STATE AND LOCAL LAWS.

5. ALL AREAS DISTURBED BY THE CONTRACTOR OUTSIDE THE CONSTRUCTION AREA ARE TO BE SLOPED TO DRAIN, GRADED, SEEDED AND FERTILIZED WITHIN 30 DAYS AFTER CONSTRUCTION IS COMPLETE.

6. CONTRACTOR SHALL BE RESPONSIBLE FOR REMOVING AND REPLACING ALL OBSTRUCTIONS WITHIN THE LIMITS OF WORK SUCH AS FENCING, SIGNS (WHEN DIRECTED BY THE ENGINEER) AND MISCELLANEOUS OBSTRUCTIONS. ANY SUCH OBJECTS REMOVED SHALL BE REPLACED WITHIN A 24-HOUR PERIOD.

7. PROPERTY OBSTRUCTIONS WHICH ARE TO REMAIN IN PLACE, SUCH AS BUILDINGS, SEWER, STORM DRAINS, WATER OR GAS PIPES, ELECTRICAL CONDUITS, POLES, WALLS, POSTS, ETC., ARE TO BE CAREFULLY PROTECTED & ARE NOT TO BE DISPLACED, UNLESS NOTED.

8. ALL TRANSVERSE JOINTS SHALL BE SAW CUT.

9. THE CONTRACTOR SHALL MAINTAIN A CLEAR PATH FOR ALL SURFACE WATER DRAINAGE STRUCTURES AND DITCHES DURING ALL PHASES OF CONSTRUCTION AND SHALL USE BEST MANAGEMENT PRACTICES TO MANAGE STORM WATER SUCH THAT IMPACT TO CONSTRUCTION AND/OR SURROUNDING FACILITIES IS MINIMIZED. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY EROSION, SEDIMENT TRANSPORT, DISTURBED FOUNDATIONS AND IMPACT TO STRUCTURES, AND ANY OTHER DAMAGE CAUSED DURING CONSTRUCTION.

10. ALL WALKWAY PATHS AND INTERSECTIONS SHALL MEET FLORIDA A.D.A. REQUIREMENTS (LATEST EDITION).

11. ALL SIDEWALK, ROADWAY AND BASE WORK SHALL BE CONSTRUCTED IN ACCORDANCE WITH FDOT SPECIFICATIONS, 2019 EDITION.

12. NO WORK IS ALLOWED INSIDE FDOT RIGHT-OF-WAY.

13. THE CONTRACTOR SHALL CONSTRUCT THE PROPOSED PICNIC PAVILION SIMILAR STYLE AS THE EXISTING PAVILIONS WITHIN THE PARK. THE PICNIC PAVILION LUMP SUM PAY ITEM SHALL INCLUDE ALL ENGINEERING, MATERIALS, PERMITS, AND ANY OTHER ITEMS REQUIRED TO CONSTRUCT THE PROPOSED PAVILIONS. THE PICNIC PAVILION DESIGN SHALL BE SIGNED AND SEALED BY A LICENSED PROFESSIONAL ENGINEER.

IV.UTILITY NOTES

1. THE CONTRACTOR IS ADVISED THAT EXISTING OVERHEAD AND UNDERGROUND UTILITIES SUCH AS (BUT NOT LIMITED TO) ELECTRICAL LINES AND POLES, TELEPHONE CABLES, TELEVISION CABLES, GAS LINES, WATER LINES, SEPTIC TANKS, SEPTIC DRAIN FIELDS AND SANITARY SEWERS MAY EXIST IN THE CONSTRUCTION LIMITS WHERE THE PROPOSED IMPROVEMENTS ARE REQUIRED. UTILITY FACILITIES SHOWN ON THE PLANS ARE APPROXIMATE LOCATIONS (NOT SCALEABLE) AND DO NOT INCLUDE SERVICE LOCATIONS. THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR LOCATING & PROTECTING EXISTING UTILITIES DURING THE PERFORMANCE OF WORK TO BE INSTALLED UNDER THIS CONTRACT. THE CONTRACTOR SHALL VERIFY THE LOCATIONS OF ALL UTILITIES, PROBE OR EXPOSE THEM BY HAND EXCAVATION, AND FOLLOW ALL APPLICABLE OSHA REGULATIONS AT NO COST TO THE OWNER. FAILURE OF THE PLANS TO SHOW THE EXISTENCE OF ANY UNDERGROUND UTILITIES, STRUCTURES, ETC., SHALL NOT RELIEVE THE CONTRACTOR FROM THE RESPONSIBILITY OF LOCATING, PRESERVING & PROTECTING SAID UTILITY OR STRUCTURES.

2. THE CONTRACTOR SHALL FIELD LOCATE AND INCLUDE CONSIDERATION OF EXISTING UTILITIES IN PLANNING AND PRIOR TO EXECUTION OF WORK. THE LOCATION OF UNDERGROUND FACILITIES SHOWN ON THESE PLANS ARE BASED ON INFORMATION PROVIDED BY THE UTILITIES AND SHALL BE CONSIDERED APPROXIMATE. IT SHALL BE THE CONTRACTOR'S FULL RESPONSIBILITY TO CONTACT THE VARIOUS UTILITY COMPANIES TO LOCATE THEIR FACILITIES PRIOR TO THE STARTING OF CONSTRUCTION. NO ADDITIONAL COMPENSATION SHALL BE PAID TO THE CONTRACTOR FOR DAMAGE AND REPAIR TO THESE FACILITIES CAUSED BY HIS WORK FORCE.

3. ANY DAMAGE TO EXISTING UTILITIES CAUSED BY THE EXECUTION OF WORK UNDER THIS CONTRACT SHALL BE REPAIRED BY THE CONTRACTOR AT NO ADDITIONAL EXPENSE TO THE OWNER OR INCREASE TO CONTRACT TIME. THE OWNER DOES NOT ASSUME OR IMPLY TO ANY LIABILITY FOR THE LOCATION, PROTECTION, AND/OR REPAIR OF ANY EXISTING UTILITIES THAT MAY OCCUPY JOINT RIGHT-OF-WAY OR OTHERWISE CONFLICT WITH THE CONSTRUCTION OF THE WORK TO BE INSTALLED UNDER THIS CONTRACT.

4. THE CONTRACTOR SHALL EXERCISE CAUTION WHEN TRENCHING IN AREAS NEAR UTILITIES.

5. SHEATHING OR TRENCH BOXES WILL BE REQUIRED ON ALL EXCAVATIONS (WHERE REQUIRED BY OSHA) INCLUDING, OR AS OTHERWISE DIRECTED BY THE ENGINEER. SHEATHING MATERIAL AND INSTALLATION SHALL BE IN ACCORDANCE WITH SPECIFICATIONS.

6. CONTRACTOR SHALL BE RESPONSIBLE FOR ADJUSTING THE TOP ELEVATION OF ALL WATER VALVE BOXES, MANHOLES, AND INLETS AS REQUIRED TO MATCH NEW GRADES (TO A TOLERANCE OF ¼" + FROM FINISHED GRADE).

7. THE CONTRACTOR SHALL NOTIFY THE SUPERINTENDENTS OF THE WATER, GAS, SEWER, TELEPHONE & POWER COMPANIES 10 DAYS IN ADVANCE THAT HE INTENDS TO START WORK IN A SPECIFIC AREA. THE CONTRACTOR SHALL NOT BE ALLOWED TO TRENCH UNTIL ALL EXISTING UTILITIES ARE LOCATED.

8. THE OWNER DISCLAIMS ANY RESPONSIBILITY FOR THE SUPPORT & PROTECTION OF SEWERS, DRAINS, WATER PIPES, GAS PIPES, CONDUITS OF ANY KIND, UTILITIES OR OTHER STRUCTURES OWNED BY THE CITY, COUNTY, STATE OR BY PRIVATE OR PUBLIC UTILITIES LEGALLY OCCUPYING ANY STREET, ALLEY, PUBLIC PLACE OR RIGHT-OF-WAY.

9. PVC SANITARY SEWER FORCE MAIN SHALL BE DR.25 PER AWWA C900 OR SDR 26 PER ASTM C906 AND COLORED GREEN OR BROWN WITH 8 GAUGE BROWN INSULATED TRACER WIRE, UNLESS OTHERWISE NOTED.

10. WATER PIPE TO BE P.V.C. AWWA C 900, DR 25.

11. THE WATER SUPPLY FACILITIES, INCLUDING MAINS, SHALL BE INSTALLED, CLEANED, DISINFECTED, AND CLEARED FOR SERVICE IN ACCORDANCE WITH THE LATEST APPLICABLE AWWA STANDARDS & COORDINATED WITH SANTA ROSA COUNTY UTILITIES INSPECTOR & QUALITY CONTROL SUPERVISOR.

12. A MINIMUM SEPARATION OF 10 FEET HORIZONTALLY OR 18 INCHES VERTICALLY MUST BE MAINTAINED BETWEEN WATER & SEWER LINES. IF THIS SEPARATION IS NOT POSSIBLE, THE SEWER LINE MUST BE ENCASED IN CONCRETE.

13. WATER MAINS ARE TO HAVE A MINIMUM COVER OF 30 INCHES & A MAXIMUM COVER OF 36 INCHES UNLESS APPROVED OTHERWISE.

14. TEMPORARY EXCAVATION SUPPORT MAY BE NECESSARY TO PROTECT ADJACENT PROPERTY, UTILITIES, AND THE WORK SITE WHERE SANITARY SEWER, FORCE MAIN, AND LIFT STATION INSTALLATION IS AT A DEPTH GREATER THAN THAT DEFINED UNDER OSHA (29 CFR 1926.650 SUBPART P.) LATEST REVISION. IT SHALL BE CONTRACTOR'S RESPONSIBILITY TO INSURE THAT

ADJACENT PROPERTY, UTILITY AND WORK SITE ARE ADEQUATELY PROTECTED IN ACCORDANCE WITH ALL APPLICABLE REGULATORY AGENCY REQUIREMENTS. MANUFACTURED AND SITE SPECIFIC EXCAVATION SUPPORT AND PROTECTION SYSTEMS SHALL BE DESIGNED BY A FLORIDA REGISTERED PROFESSIONAL ENGINEER.

15. THE CONTRACTOR SHALL BE RESPONSIBLE FOR UTILIZING ACCEPTABLE MEANS AND METHODS, AS NECESSARY TO PLACE AND COMPLETELY BACKFILL TO FINISHED GRADE NEW MAINS AND STRUCTURES IN A WATER FREE EXCAVATION. THE MEANS AND METHODS OF DE-WATERING THE EXCAVATION SHALL COMPLY WITH ALL REGULATORY REQUIREMENTS FOR TEMPORARY DIVERSION OF GROUNDWATER AND ITS DISCHARGE (INCLUDING FDEP CHAPTER 62-621 "GENERAL PERMIT FOR THE DISCHARGE OF PRODUCED GROUNDWATER FROM ANY NON-CONTAMINATED SITE ACTIVITY").

16. CONTRACTOR TO COORDINATE WITH RESPONSIBLE UTILITY FOR PROTECTION/HOLDING OF UTILITY POLES, GUY WIRES, AND GUY ANCHORS IN AREAS OF CONSTRUCTION.

17. THE CONTRACTOR SHALL BE REQUIRED TO COMPACT THE BACKFILL TO 98% OF MAXIMUM DENSITY.

18. THE SEPTIC SYSTEM AND POTABLE WATER LINES SHALL MEET COUNTY AND HEALTH DEPARTMENT MINIMUM SETBACK DISTANCE REQUIREMENTS. THE HEALTH DEPARTMENT WILL REQUIRE FIELD INSPECTION OF THESE SETBACKS, PIPING, AND CONNECTIONS TO THE SEPTIC TANK BEFORE FINAL APPROVAL. HEALTH DEPARTMENT WILL NEED TO VERIFY FLOOR PLAN MATCHES CONSTRUCTION DOCUMENTS.

V. COUNTY NOTES

1. AT COMPLETION OF CONSTRUCTION, ALL EXPOSED DIRT SHALL BE STABILIZED WITH SOD, A HAY/SEED MIX OR HYDRO-SEED.

2. NO MORE THAN 50% OF REQUIRED LANDSCAPING MATERIAL MAY BE OF THE SAME SPECIES.

3. THE CONTRACTOR SHALL COORDINATE WITH THE COMMUNITY PLANNING ZONING AND DEVELOPMENT DIVISION PRIOR TO PURCHASING OR INSTALLING LANDSCAPING TO DETERMINE CREDIT FOR EXISTING VEGETATION TO (PARTIALLY) MEET THE LANDSCAPING REQUIREMENTS SHOWN ON THIS PLAN.

4. ALL PROPERTY OWNED BY SANTA ROSA COUNTY. ANY QUESTIONS SHALL BE DIRECTED TO: TAMMY SIMMONS SANTA ROSA COUNTY ADMINISTRATIVE SERVICES MANAGER 6075 OLD BAGDAD HWY. MILTON, FLORIDA 32583 PHONE #:850-983-1858

Rev Date Drawn Description Ch’k’d App’d

Mott MacDonald Florida, LLC. 220 West Garden Street Suite 700 Pensacola, FL 32502 United States of America T +1 (850) 484 6011 www.mottmac.com/americas

Architects Engineers Surveyors AA - C0000035 EB - 0000155 LB - 0006783

Client

Title

FIDELIS COMMUNITY PARK PROPOSED AMENITIES GENERAL NOTES

BID SET

Project Number

404056 B/O Total

Designed K. MORGAN Eng check S. WHITE

Drawn G. EDWARDS Coordination

Dwg check Approved

Scale at ANSI D

NTS Status

PRE Rev

P1 Security

STD Drawing Number

G-002 © Mott MacDonald This document is issued for the party which commisioned it and for specific purposed connected with the captioned project only. It should not be relied upon by any other party or used for any other purpose We accept no responsibility for the consequences of this document being relied upon by any other party, or being used for any other purpose, or containing any error or omission which is due to an error or omission in data supplied to us by other parties.

Page 3: CONSTRUCTION PLANS FIDELIS COMMUNITY PARK

of Pay Items

Item No. I Item I Quantity I Unit

Site Work

1 Mobilization@ 10% 1 LS 2 Mai ntena nee of Traffic 1 LS 3 Erosion Control 1 LS 4 Demolition 1 LS 5 Fence Remova I 1 LS 6 Excavation (Volume In-Place) 2967 CY 7 Embankment (Volume In-Place) 1026 CY 8 4" Concrete Ditch 145 SY 9 N-12 ADS 12" Pipe 168 LF 10 Nyloplast Inlet with 18" Pedestrian Grate 2 EA 11 Mitered End Section 1 EA 12 Chainlink 6' Fence 56 LF 13 Sod 7680 SY 14 Topsoi I 7680 SY 15 Landscaping Retaining wa 11 with Picket Ha ndra i Ii ng (90 LF) 1 LS 16 AS-Built Survey 1 LS

Basketball Court 17 Bas ketba 11 Lighting 1 LS 18 Basketball Goals 3 SY 19 Basketball 12' Fence 12 LF 20 Basketball Single Fence Gate 1 EA 21 Bas ketba 11 Remove & Restri □e 1 LS

Parking 22 Mill 1" 65 SY 23 SP 12.5 Asohaltic Concrete, 1.S"Averal!e 6 TN 24 FDOT Bumper Guards, Concrete 2 EA 25 Handicap Signs 2 EA 26 Thermoplastic 6" Solid Stripe, Blue, White or Yellow 200 LF

Restrooms 27 Restroom Faci I itv (Design, Permits, Uti I itv services, Septic svstem, Materia Is, Construction, etc) 1 LS

Concession Stand 28 Concession Stand Relocation (Design, Permits, Utility Services, Materials, Construction, etc) 1 LS

PlayGround

29 Playground Grading 1 LS

M 30 Adjustment or Relocation of Septic field 1 LS

Baseball Field M 31 Baseball 4" 30' PVC Foul Poles 2 EA MOTT 32 Bas eba 11 Single Fence Gate 2 EA MACDONALD 33 Bas eba 11 12' (Dbl. 6') Wide Fence Gate 2 EA 34 Baseball 6' Fence 295 LF 35 Baseball 8' Fence 355 LF 36 Baseball 12' Fence 90 LF 37 Baseball Backstop Fence (16') 48 LF 38 Bleachers 4 Row 27'LSingle Plank 4 EA 39 Tuff Pro Dbl. Batting Cage (70') 1 LS 40 Bas eba 11 Due:out Bench (7.5') 4 EA 41 Dugout Shading 2 EA

42 Relocate Press Box 1 LS

43 Batting Cage Lighting 1 LS

44 Bas eba 11 Field Lighting 1 LS

45 Bermuda Grass 419 4190 SY

46 Dugout 4" Concrete Floor 40 SY

47 Water hose bibbs 4 EA

Tennis Court

48 Tennis Court Res tripe 1 LS

49 Tennis 12' Fence 10 LF

50 Tennis Single Fence Gate 1 EA

Accessible Routes 51 Sidewalk4" 786 SY 52 Concrete Stairs 9 SY 53 Ramp and Stair Railing 185 LF

Picnic Facilities 54 Wooden 8' Heavy-Duty ADA Picnic Tables (Treated Pine) 4 EA 55 Picnic Pavi I ion Shelter with Concrete SI ab 4 EA

Landscaping 56 Landscaping (Trees, Shrubs, etc) 1 LS

Bid Atlernates

1 Scoreboard (includes utilities, foundation, etc) 1 EA

2 Bleachers Shading (35'LX 12'W) 4 EA

Bid Deducts

1 Fence Remova I 1 LS

2 Chainlink 6' Fence 56 LF

3 Basketball 12' Fence 12 LF

4 Basketball Single Fence Gate 1 EA

5 Bas eba 11 Single Fence Gate 2 EA

6 Baseball 12' (Dbl. 6') Wide Fence Gate 2 EA

7 Baseball 5' Fence 295 LF

8 Baseball 8' Fence 355 LF

9 Baseball 12' Fence 90 LF

10 Baseball Backstop Fence (16') 48 LF

11 Tennis 12' Fence 10 LF

12 Tennis Single Fence Gate 1 EA

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VI. SIGNING & TRAFFIC NOTES

1. LOCAL RESIDENTS WITHIN THE AREA OF CONSTRUCTION SHALL HAVE ACCESS TO THEIR PROPERTY DURING ALL STAGES OF CONSTRUCTION.

2. THE CONTRACTOR SHALL MAINTAIN THRU TRAFFIC ON EXISTING STREETS AT ALL TIMES BY USING ADEQUATE FLAG MEN AND BARRICADES.

3. ALL SIGNS, BARRICADES, MARKERS, TRAFFIC CONTROL AND WARNING DEVICES, ETC. SHALL CONFORM TO THE LATEST EDITION OF THE MANUAL ON "UNIFORM TRAFFIC AND CONTROL DEVICES.

4. ALL PAVEMENT MARKINGS WILL BE THERMOPLASTIC AND IN CONFORMANCE WITH SECTION 711 OF THE 'FDOT STANDARD PLANS FOR ROAD & BRIDGE CONSTRUCTION'.

VII. SURVEYING NOTES

1. GRADES SHOWN ARE FINISHED GRADES.

2. ANY NGVD-29 AND/OR NAVD 1988 MONUMENT WITHIN THE LIMITS OF CONSTRUCTION IS TO BE PROTECTED. IF IN DANGER OF DAMAGE, THE CONTRACTOR IS TO NOTIFY THE PROJECT ENGINEER WHO SHOULD NOTIFY:

3. GEODETIC INFORMATION CENTER ATTN: MARK MAINTENANCE CENTER ATTN: N/CG-162 6001 EXECUTIVE BOULEVARD ROCKVILLE, MARYLAND 20852 TELEPHONE: (301) 443-8319

4. ALL ELEVATIONS SHOWN ON THE PLANS ARE BASED ON THE NORTH AMERICAN VERTICAL DATUM OF 1988.

5. THE CONTRACTOR SHALL EMPLOY A LAND SURVEYOR REGISTERED IN THE STATE OF FLORIDA TO REFERENCE AND RESTORE PROPERTY CORNERS AND LAND MARKERS WHICH MAY BE DISTURBED BY CONSTRUCTION.

6. THE CONTRACTOR IS RESPONSIBLE FOR PROTECTING & FOR TRANSFERRING AN ADEQUATE NUMBER OF BENCHMARKS TO CONSTRUCT THE PROJECT TO THE LINE & GRADES SHOWN ON THE PLANS.

7. THE CONTRACTOR IS RESPONSIBLE FOR EFFECTIVE CONSTRUCTION LAYOUT & STAKING AS NECESSARY TO CONSTRUCT THE PROJECT ACCORDING TO THE LINES & GRADES AS SHOWN.

VIII REGULATORY AND PERMITTING REQUIREMENTS:

1. THE PROJECT ENGINEER (ENGINEER OF RECORD) SHALL PROVIDE TO SANTA ROSA COUNTY 'AS-BUILT' RECORD DRAWINGS FOR VERIFICATION AND APPROVAL BY SANTA ROSA COUNTY ONE WEEK PRIOR TO REQUESTING FINAL INSPECTION, OR PROVIDE 'AS-BUILT' CERTIFICATION THAT THE PROJECT CONSTRUCTION ADHERES TO THE PERMITTED PLANS AND SPECIFICATIONS. THE 'AS-BUILT' CERTIFICATION OR THE 'AS-BUILT' RECORD DRAWINGS MUST BE SIGNED, SEALED & DATED BY A REGISTERED FLORIDA PROFESSIONAL ENGINEER.

2. TO COMPLY WITH NPDES REQUIREMENTS, ALL EROSION CONTROL MEASURES SHALL BE INSPECTED AFTER EACH 1/2" RAINFALL EVENT OR AT LEAST WEEKLY. THE CONTRACTOR SHALL DOCUMENT SUCH INSPECTIONS AND EROSION CONTROL MAINTENANCE EFFORTS; INSPECTION RECORDS SHALL BE PROVIDED TO THE NPDES PERMIT APPLICANT FOR PROPER RECORDING TO FDEP.

3. CONTRACTOR SHALL BE RESPONSIBLE FOR & COMPLY WITH ANY TESTING REQUIRED BY THE LOCAL GOVERNING AGENCY IN ADDITION TO THE TESTING REQUIREMENTS OUTLINED IN THE SPECIFICATIONS. DENSITY TESTING & CORE SAMPLES WILL BE REQUIRED TO DEMONSTRATE COMPLIANCE WITH COUNTY STANDARDS PRIOR TO FINAL APPROVAL OF IMPROVEMENTS.

4. THE DEVELOPER/CONTRACTOR SHALL INSTALL PRIOR TO THE START OF CONSTRUCTION AND MAINTAIN DURING CONSTRUCTION ALL SEDIMENT CONTROL MEASURES AS REQUIRED TO RETAIN ALL SEDIMENTS ON THE SITE. IMPROPER SEDIMENT CONTROL MEASURES MAY RESULT IN CODE ENFORCEMENT VIOLATIONS.

IX EROSION CONTROL NOTES

1. SEDIMENT & EROSION CONTROL SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. AREAS OF OFF-SITE DISCHARGE DURING CONSTRUCTION SHALL BE PROTECTED WITH A SEDIMENT BARRIER TO PREVENT OFF-SITE DISCHARGE OF SEDIMENTS. TEMPORARY SEED & MULCH SHOULD BE USED TO CONTROL ON-SITE EROSION WHEN IT IS NOT PRACTICAL TO ESTABLISH PERMANENT VEGETATION. PERMANENT VEGETATION SHALL BE PLACED AS EARLY AS POSSIBLE ON ALL SLOPES STEEPER THAN 5-FOOT HORIZONTAL TO 1-FOOT VERTICAL. SOD SHALL BE PINNED ON ALL SLOPES STEEPER THAN 2-FOOT HORIZONTAL TO 1-FOOT VERTICAL. ALL EROSION & SEDIMENTATION CONTROL MEASURES SHALL BE MAINTAINED IN WORKING ORDER THROUGHOUT THE CONSTRUCTION PHASE.

2. PRIOR TO CONSTRUCTION, IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO PREPARE A DETAILED AND COMPREHENSIVE EROSION AND SILTATION CONTROL PLAN THAT COVERS ALL PHASES OF CONSTRUCTION OF THE PROJECT.

3. EROSION CONTROL PLAN - CONTRACTOR SHALL DESCRIBE IN DETAIL HOW THE CONSTRUCTION EFFORT WILL BE PHASED WITH REGARDS TO MINIMIZING EROSION PROBLEMS BY THE VARIOUS SEQUENCES OF CONSTRUCTION OPERATIONS. ANY MODIFICATIONS TO THIS PLAN MUST BE SIGNED AND SEALED BY A PROFESSIONAL ENGINEER REPRESENTING THE CONTRACTOR.

4. SLOPE PROTECTION - ANY DISTURBED OR REWORKED SLOPES SHALL BE ADEQUATELY PROTECTED FROM EROSION THROUGH THE USE OF TEMPORARY SLOPE DRAINS,

TEMPORARY GRASSING, SODDING, OR EROSION CONTROL MATS UNTIL PERMANENTLY STABILIZED.

5. HAY BALES - THESE SHALL BE PLACED AT THE BASE OF ANY SLOPE WHERE A RAINFALL EVENT COULD ERODE A SLOPE AND TRANSPORT SEDIMENTS. BALES SHOULD BE DOUBLE STAKED AS SHOWN IN EROSION CONTROL DETAILS. IF EROSION DEPOSITS REACH ½ THE EXPOSED HEIGHT OF EXISTING BALES, THEN SEDIMENTS SHOULD BE REMOVED. ANY DAMAGED OR INEFFECTIVE BALES ARE TO BE REPLACED WITH NEW ONES.

6. STOCKPILED MATERIALS - THIS MATERIAL SHALL NOT BE LEFT IN EROSION PRONE AREAS UNLESS PROTECTED BY COVER OR HAY BALES.

7. SILT FENCE OR HAY BALES SHALL BE PLACED ALONG VEGETATIVE BUFFER DURING HOME CONSTRUCTION IF NECESSARY.

8. THE CONTRACTOR SHALL USE SEDIMENT AND EROSION CONTROL MEANS/DEVICES INCLUDING BUT NOT LIMITED TO HAY BALES AND SILT FENCES TO PREVENT EROSION AND SEDIMENT TRANSPORT OUTSIDE THE LIMITS OF CONSTRUCTION.

9. ALL DISTURBED AREAS WHICH ARE NOT PAVED SHALL BE STABILIZED WITH SEEDING, FERTILIZER & MULCH, HYDROSEED AND/OR SOD, UNLESS OTHERWISE INDICATED. SODDING OR SEED AND MULCH SHALL BE PLACED, WATERED, FERTILIZED WITH APPROPRIATE SOIL AMENDMENTS IN ACCORDANCE WITH THESE CONSTRUCTION DOCUMENTS.

10. AREAS TO BE SODDED SHALL COMPLY WITH SECTION 570 OF THE FDOT SPECS. SOD SHALL BE HELD IN PLACE WITH PEGS DRIVEN INTO THE GROUND WHEN PLACED ON SLOPES EXCEEDING 3:1(HORIZONTAL/VERTICAL).

11.ON SITES GREATER THAN 1 ACRE, IF GREATER THAN 1 CONTIGUOUS ACRE IS CLEARED, A GROUND COVER SUFFICIENT TO PREVENT EROSION SHOULD BE PLANTED OR OTHERWISE STABILIZED WITHIN 10 WORKING DAYS ON THAT PORTION OF THE SITE UPON WHICH FURTHER ACTIVE CONSTRUCTION WILL NOT BE UNDERTAKEN WITHIN 90 DAYS.

12. THE CONTRACTOR WILL INSURE THAT EROSION CONTROL IS IMPLEMENTED AND MAINTAINED FOR ALL WETLANDS, DITCHES, STEEP SLOPES, STORM WATER INLETS AND OTHER ENVIRONMENTAL AND AESTHETIC AREAS ADJACENT TO THE PROJECT. IMPROPER SEDIMENT CONTROL MEASURES MAY RESULT IN CODE ENFORCEMENT VIOLATIONS. COSTS FOR EROSION AND SEDIMENT CONTROL MEASURES AND STORM WATER POLLUTION PREVENTION PLAN COMPLIANCE SHALL BE INCLUDED IN THE UNIT PRICE BID FOR ALL ITEMS OF WORK REQUIRING SAME.

13. THE OWNER OR HIS AGENT SHALL ARRANGE/SCHEDULE WITH SANTA ROSA COUNTY AN INSPECTION OF THE EROSION AND SEDIMENT CONTROL DEVICES PRIOR TO CONSTRUCTION, UNDERGROUND DRAINAGE PRIOR TO BURIAL, AND THE FINAL INSPECTION OF THE DEVELOPMENT UPON COMPLETION.

14. DISTURBED AREAS SEEDED WITH WINTER RYE SHALL INCLUDE BAHIA MIX FOR CONTINUED GROWTH & STABILIZATION AFTER WINTER MONTHS.

X PAY ITEM NOTES

1. SHADE STRUCTURES, PAVILIONS, DUGOUTS, CONCESSION STAND, AND RESTROOM SHALL BE DESIGNED BY A REGISTERED PROFESSIONAL ENGINEER. ALL COST ASSOCIATED WITH THE DESIGN AND PERMITTING OF THESE STRUCTURES SHALL BE INCLUDED IN THE PAY ITEM COST.

2. ROOF COLORS SHALL BE SIMILAR TO EXISTING ROOF COLORS. THE CONTRACTOR SHALL HAVE THE ROOF COLOR APPROVED BY THE COUNTY PRIOR TO INSTALLATION.

3. THE COST TO ROUTE, CONNECT, PERMIT, AND INSTALL SEPTIC /UTILITY SERVICES FOR CONCESSION STAND AND RESTROOMS SHALL BE INCLUDED IN THE COST OF THAT PAY ITEM.

4. DEMOLITION OF EXISTING UTILITIES, SEPTIC PIPES, REMOVAL PAVEMENT, SAWCUTTING, LIGHTING, LIGHT POLES. TREE REMOVAL, AND OTHER MISCELLANEOUS ITEMS SHALL BE INCLUDED IN THE COST OF DEMOLITION/CLEARING AND GRUBBING. DEMOLITION SHALL INCLUDE THE DISCONNECTION OF UTILITIES TO THE SOURCE.

5. RELOCATION OF PROPANE TANK AND RECONNECTING THE TANK LINES SHALL BE INCLUDED IN THE COST OF DEMOLITION/CLEARING AND GRUBBING.

6. THE COST TO DESIGN, MATERIALS, DRAINAGE PIPE, AND PERMITS FOR THE LANDSCAPED RETAINING WALL SHALL BE INCLUDED IN THE COST OF THE LANDSCAPE RETAINING WALL. WALL COLOR SHALL BE APPROVED BY THE COUNTY.

7. FENCE AND GATE COST SHALL INCLUDE ALL ITEMS NECESSARY TO BUILD A FULL FUNCTIONING FENCE AND GATE. FENCE REMOVAL SHALL INCLUDE ALL COST NECESSARY TO REMOVE FENCING AND ASSOCIATED ITEMS.

8. LANDSCAPING PAY ITEM SHALL INCLUDE ALL ITEMS NECESSARY TO PROVIDE THE COUNTY WITH A LANDSCAPING CONCEPTUAL PLAN FOR REVIEW, MODIFICATIONS, THEN APPROVAL. THE CONCEPTUAL PLAN SHALL INCLUDE MITIGATION FOR TREES IMPACTED.

9. DRAINAGE INLET PAY ITEM SHALL INCLUDE THE COST TO CONNECT THE EXISTING 12" PIPE TO THE PROPOSED INLET.

10.SCOREBOARD PAY ITEM SHALL INCLUDE ALL MATERIAL, WIRING, AND EQUIPMENT REQUIRED TO INSTALL A FUNCTIONAL NEVCO MODEL 3385 SCOREBOARD WITH HANDHELD CONTROLLER. CONTROLLER SHALL BE INSTALLED AT PRESS BOX. ACTIVITIES REQUIRED TO PROVIDE POWER TO THE SCOREBOARD AND CONTROLLER SHALL BE INCLUDED IN THE COST OF THE SCOREBOARD. COLORS SHALL BE APPROVED BY THE COUNTY.

11. WATER HOSE BIBB PAY ITEM SHALL INCLUDE ALL COST FOR ROUTING THE EXISTING WATER SERVICE AT THE FIELD AND INTO THE CORNER OF EACH DUGOUT. INCLUDES ANY MISCELLANEOUS CONCRETE REMOVAL OR REPLACEMENT.

12. CONTRACTOR REQUIRED TO MEET ALL COUNTY AND UTILITY SERVICES REQUIREMENTS FOR PERMITS, INSPECTIONS, DOCUMENTATION, AND OTHER MISCELLANEOUS REQUIREMENTS. ALL COST ASSOCIATED WITH THESE TASK SHALL BE INCLUDED IN THE COST OF THAT PARTICULAR BID ITEM.

13. ANY UTILITY RELOCATION OR ADJUSTMENT REQUIRED FOR SIDEWALKS, DRAINAGE, GRADING, ETC SHALL BE INCLUDED IN THE COST OF THAT PARTICULAR BID ITEM.

14.THE MAINTENANCE OF TRAFFIC PAY ITEM SHALL INCLUDE THOSE ITEMS NECESSARY TO SECURE THE CONSTRUCTION SITE FROM PUBLIC USE.

15. THE EMBANKMENT PAY ITEM SHALL INCLUDE BASEBALL GRADE MATERIAL FOR THE INFIELD AREA AS PART OF THE PAY ITEM.

Rev Date Drawn Description Ch’k’d App’d

Mott MacDonald Florida, LLC. 220 West Garden Street Suite 700 Pensacola, FL 32502 United States of America T +1 (850) 484 6011 www.mottmac.com/americas

Architects Engineers Surveyors AA - C0000035 EB - 0000155 LB - 0006783

Client

Title

FIDELIS COMMUNITY PARK PROPOSED AMENITIES GENERAL NOTES

BID SET

Project Number

404056 B/O Total

Designed K. MORGAN Eng check S. WHITE

Drawn G. EDWARDS Coordination

Dwg check Approved

Scale at ANSI D

NTS Status

PRE Rev

P1 Security

STD Drawing Number

G-003 © Mott MacDonald This document is issued for the party which commisioned it and for specific purposed connected with the captioned project only. It should not be relied upon by any other party or used for any other purpose We accept no responsibility for the consequences of this document being relied upon by any other party, or being used for any other purpose, or containing any error or omission which is due to an error or omission in data supplied to us by other parties.

Page 4: CONSTRUCTION PLANS FIDELIS COMMUNITY PARK

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CONTROL POINT COORDINATES

Easting Elevation Description

1,177,484.38 0.00' 1/2" C apped Iron Rod SRCE LS#3454

1• 177,252.36 0.00' 1/2" Iron Rod (No ID)

1• 177,373.75 0.00' 1/2" Iron Rod (No ID)

1• 177,812.68 0.00' 4''x4" Co ncrete Monument L 8#2108

1· 177,651.75 0.00' 1/2" C apped Iron Rod (Unknow n ID)

1· 177,312.47 254.45' a1 in Basketball Cou BM- Mag N ·1. rt Surface

1,177,572.40 245.40' BM- Mag N ·1. a1 in Light Pole

1• 177.490.00 253.46' BM- Mag Nail in Pavement

Rev Date Drawn Description Ch’k’d App’d

Client

Title

Project Number B/O Total

Designed Eng check

Drawn Coordination

Dwg check Approved

Scale at ANSI D Status Rev Security

Drawing Number

TREE REMOVAL: 1 - 24"Ø OAK TREE 1 - 15"Ø OAK TREE

-30 0 HORIZONTAL SCALE

30 90

REMOVE EXISTING BASKETBALL COURT

STRIPING & ALL (3) BACKBOARDS AND RIMS

30Scale: 1"= ' DEMOLISH & REMOVE 9 LF OF EXISTING

CHAIN LINK FENCING FROM GATE OPENING

TO CORNER

INSTALL 309 LF OF EROSION CONTROL

BARRIER (SILT FENCE) TO REMAIN IN PLACE

THROUGHOUT CONSTRUCTION

DEMOLISH & REMOVE 350 LF OF EXISTING

CHAIN LINK FENCING

DEMOLISH & REMOVE 20 LF OF EXISTING

CHAIN LINK FENCING & GATE

CONTRACTOR TO VERIFY EXTENTS/LOCATION OF

EXISTING SEPTIC DRAIN FIELD (ASSESS POSSIBLE CONFLICTS)

RELOCATE PROPANE TANK AND CONDUIT

DEMOLISH & REMOVE EXISTING COVERED

PAVILION (16 SY)

REMOVE EXISTING 24" OAK TREE

REMOVE LIGHT POLE & SERVICE

DEMOLISH & REMOVE CONCRETE MITERED

END SECTION

MILL 1" OF EXISTING ASPHALT PARKING (65 SY)

DEMOLISH & REMOVE EXISTING CONCRETE

SIDEWALK (56 SY)

REMOVE EXISTING 15" OAK TREE

DEMOLISH & REMOVE 42 LF OF 12" CMP

DEMOLISH & REMOVE CONTRACTOR TO VERIFY258 SQ.YD. OF EXISTING EXTENTS/LOCATION OFASPHALT PAVEMENT & RAMP EXISTING SEPTIC DRAIN FIELD (ASSESS POSSIBLE CONFLICTS)INSTALL 120 LF OF

EROSION CONTROL INSTALL 105 LF OF EROSIONBARRIER (SILT FENCE) CONTROL BARRIER (SILT FENCE)TO REMAIN IN PLACE TO REMAIN IN PLACETHROUGHOUT CONSTRUCTION THROUGHOUT CONSTRUCTION

RELOCATE EXISTING PRESS BOX

DEMOLISH & REMOVE 206 SQ.YD. OF EXISTING

ASPHALT PAVEMENT

DEMOLISH & REMOVE INSTALL 152 LF OF EXISTING CONCRETE

EROSION CONTROL BUILDING (71 SY)BARRIER (SILT FENCE)

TO REMAIN IN PLACE THROUGHOUT CONSTRUCTION

REMOVE EXISTING TENNIS COURT

STRIPING

DEMOLISH & REMOVE 10 LF OF EXISTING

CHAIN LINK FENCING FROM CORNER

EROSION CONTROL BARRIER (SILT FENCE) TO REMAIN IN PLACE THROUGHOUT CONSTRUCTION

EXISTING PLAYGROUND (867 SY) EQUIPMENT TO BE REMOVED BY COUNTY.

DEMOLISH & REMOVE EXISTING INSTALL 1000 LF OF WOOD FOOT-BRIDGE (23 SY) EROSION CONTROL

BARRIER (SILT FENCE) TO REMAIN IN PLACE

THROUGHOUT CONSTRUCTION DEMOLISH & REMOVE EXISTING CONCRETE SIDEWALK (163 SY)

DEMOLISH & REMOVE 34 LF OF 15"x20" CMP

DEMOLISH & REMOVE REMOVE & RELOCATE CONCRETE INLET EXISTING BULLPEN /

BATTING CAGEDEMOLISH CONCESSION PAVILION AND ASSOCIATED ITEMS (55 SY)

Rev Date Drawn Description Ch’k’d App’d

Mott MacDonald Florida, LLC. DEMOLISH & REMOVE EXISTING 220 West Garden Street BALL FIELD (DUGOUTS (27 SY), Suite 700 CHAIN LINK FENCING (573 LF), Pensacola, FL 32502 SHADE STRUCTURES, & United States of America ASSOCIATED ITEMS). COUNTY T +1 (850) 484 6011 STAFF WILL REMOVE BLEACHERS. www.mottmac.com/americas

Architects Engineers Surveyors AA - C0000035 EB - 0000155 LB - 0006783

Client

EROSION CONTROL BARRIER (SILT FENCE)

TO REMAIN IN PLACE THROUGHOUT CONSTRUCTION

TitleEXISTING BLEACHERS TO BE REMOVED BY COUNTY FIDELIS COMMUNITY PARK STAFF. CONTRACTOR TO REMOVE SHADE STRUCTURES. PROPOSED AMENITIES

EXISTING SITE, DEMOLITION AND EROSION CONTROL PLAN

CONTRACTOR TO VERIFY EXTENTS/LOCATION OF EXISTING SEPTIC DRAIN FIELD (ASSESS POSSIBLE CONFLICTS) BID SET

DEMOLISH & REMOVE EXISTING COVERED Project Number B/O Total PAVILION (16 SY)

404056 Designed K. MORGAN Eng check S. WHITE

Drawn G. EDWARDS Coordination

Dwg check Approved

Scale at ANSI D Status Rev SecurityEROSION CONTROL BARRIER (SILT FENCE) 1:30 PRE P1 STD TO REMAIN IN PLACE Drawing NumberTHROUGHOUT CONSTRUCTION C-001

© Mott MacDonald This document is issued for the party which commisioned it and for specific purposed connected with the captioned project only. It should not be relied upon by any other party or used for any other purpose We accept no responsibility for the consequences of this document being relied upon by any other party, or being used for any other purpose, or containing any error or omission which is due to an error or omission in data supplied to us by other parties.

AutoCAD SHX Text
GREENROWELL ROAD
AutoCAD SHX Text
(APPROXIMATE 30' R/W)
AutoCAD SHX Text
STATE ROAD NO. 87 (100' R/W)
AutoCAD SHX Text
EXISTING OLD BRICK
AutoCAD SHX Text
SCHOOL BUILDING
AutoCAD SHX Text
BALL FIELD
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"CLAY"
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6' HIGH C.L.F.
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"SAND"
AutoCAD SHX Text
PLAY GROUND
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WITH EQUIPMENT
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12' HIGH C.L.F.
AutoCAD SHX Text
"ASPHALT"
AutoCAD SHX Text
BASKETBALL COURT
AutoCAD SHX Text
CONC.
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BLK.
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BLDG.
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COVERED CONC.
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COVERED CONC.
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GRASS
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"ASPHALT"
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CONC.
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6' HIGH C.L.F.
AutoCAD SHX Text
"ASPHALT"
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CONC.
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EXISTING
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BRICK
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BUILDING
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"ASPHALT"
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"GRASS/DIRT"
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"ASPHALT"
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TENNIS COURT
AutoCAD SHX Text
12' HIGH C.L.F.
AutoCAD SHX Text
GATE
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"GRASS"
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"GRASS"
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"GRASS"
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6' HIGH C.L.F.
AutoCAD SHX Text
WOOD
AutoCAD SHX Text
BLDG.
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WOOD
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BLDG. W/
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COVERED
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PORCH
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"ASPHALT"
AutoCAD SHX Text
EXISTING
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EXISTING
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EXISTING
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EXISTING
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EXISTING
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EXISTING
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EXISTING
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PRE T-BALL FIELD
AutoCAD SHX Text
CONCESSION
AutoCAD SHX Text
12'x12' COVERED
AutoCAD SHX Text
PAVILION
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12'x12' COVERED
AutoCAD SHX Text
PAVILION
AutoCAD SHX Text
COVERED
AutoCAD SHX Text
CAGE
AutoCAD SHX Text
BATTING
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"GRASS"
AutoCAD SHX Text
BALL FIELD
AutoCAD SHX Text
"CLAY"
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EXISTING
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"ASPHALT"
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CONC.
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"GRASS"
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MANHOLE LIDS
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FOR SEPTIC TANK
AutoCAD SHX Text
(STRIPING FADED)
AutoCAD SHX Text
"ASPHALT"
AutoCAD SHX Text
PAVILION
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20'x40' COVERED
AutoCAD SHX Text
20'x17'
AutoCAD SHX Text
"ASPHALT"
AutoCAD SHX Text
E
AutoCAD SHX Text
W
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S
AutoCAD SHX Text
N
Page 5: CONSTRUCTION PLANS FIDELIS COMMUNITY PARK

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© M

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ith the captioned project only. It should not be relied upon by any other party or used for any other purposeW

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AutoCAD SHX Text
GREENROWELL ROAD
AutoCAD SHX Text
(APPROXIMATE 30' R/W)
AutoCAD SHX Text
STATE ROAD NO. 87 (100' R/W)
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EXISTING OLD BRICK
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SCHOOL BUILDING
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12' HIGH C.L.F.
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"ASPHALT"
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BASKETBALL COURT
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COVERED CONC.
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COVERED CONC.
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GRASS
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"ASPHALT"
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CONC.
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EXISTING
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BRICK
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BUILDING
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"ASPHALT"
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"GRASS/DIRT"
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"ASPHALT"
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TENNIS COURT
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12' HIGH C.L.F.
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GATE
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"GRASS"
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6' HIGH C.L.F.
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WOOD
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BLDG.
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WOOD
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EXISTING
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EXISTING
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EXISTING
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EXISTING
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FOR SEPTIC TANK
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(STRIPING FADED)
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PAVILION
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20'x40' COVERED
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Page 6: CONSTRUCTION PLANS FIDELIS COMMUNITY PARK

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MOTT M MACDONALD

Rev Date Drawn Description Ch’k’d App’d

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Designed Eng check

Drawn Coordination

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Scale at ANSI D Status Rev Security

Drawing Number

RESTRIPE BASKETBALL COURT

(SEE DETAIL)

REPLACE BASKETBALL GOAL

& BACKBOARD (SEE DETAILS)

MODIFY EXISTING FENCE AND CONSTRUCT

11.5' LF OF 12' HIGH CHAIN LINK FENCING

w/ 3' MAN-GATE

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CONSTRUCT (2)- 12'x12' PICNIC PAVILIONS

(MODIFY EXISTING FENCE AND CLOSE EXISTING OPENING)

CONSTRUCT 3' LF OF 6' HIGH CHAIN LINK FENCING

RELOCATE PROPANE TANK

CONSTRUCT 5' CONCRETE SIDEWALK

PROPOSED RE-CONSTRUCT 50'x81' PLAYGROUND 20'x25' CONCESSION

AREA (SEE DETAIL) PAVILION TO BE CONSTRUCTED

BY OTHERS CONSTRUCT

5' CONCRETE SIDEWALK CONSTRUCT CONTINUOUS ADA

COMPLIANT HANDRAILS ON 6'x18'-4" RAMP

INSTALL 1.5" OF SP 12.5 LANDING ASPHALTIC CONCRETE (CONSTRUCT 2- 12'x20' ADA COMPLIANT PARKING SPACES w/ 5' ACCESS CONSTRUCT AISLE - SEE DETAILS) 5' CONCRETE SIDEWALK

CONSTRUCT 8' CONCRETE SIDEWALK CONSTRUCT

20'-8"x24' RESTROOM (SEE DETAILS)

CONSTRUCT 8' CONCRETE SIDEWALK

CONSTRUCT ADA COMPLIANT

8' STAIR w/ HANDRAILS (6" RISERS/ 11"TREADS)

LIMITS OF EXISTING CONSTRUCT ASPHALT AFTER REMOVAL 8' CONCRETE SIDEWALK

RELOCATE EXISTING PRESS BOX

HORIZONTAL SCALE -20 0 20 60

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EROSION CONTROL BARRIER (SILT FENCE) TO REMAIN IN PLACE THROUGHOUT CONSTRUCTION

CONSTRUCT 53' LF OF 6' HIGH CHAIN LINK FENCING

Rev Date Drawn Description Ch’k’d App’d

Mott MacDonald Florida, LLC.12' DOUBLE GATE 220 West Garden Street Suite 700

CONSTRUCT Pensacola, FL 32502 3' CONCRETE SIDEWALK United States of America

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Architects Engineers SurveyorsCONSTRUCT SOFTBALL FIELD AA - C0000035 EB - 0000155 LB - 00067833' MAN-GATE

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Title

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12' DOUBLE GATE

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Project Number B/O Total

404056 Designed K. MORGAN Eng check S. WHITE

CONSTRUCT 8' CONCRETE SIDEWALK Drawn G. EDWARDS Coordination

Dwg check ApprovedEROSION CONTROL BARRIER (SILT FENCE) Scale at ANSI D Status Rev Security

TO REMAIN IN PLACE 1:20 PRE P1 STDTHROUGHOUT CONSTRUCTION Drawing Number

C-003 © Mott MacDonald This document is issued for the party which commisioned it and for specific purposed connected with the captioned project only. It should not be relied upon by any other party or used for any other purpose We accept no responsibility for the consequences of this document being relied upon by any other party, or being used for any other purpose, or containing any error or omission which is due to an error or omission in data supplied to us by other parties.

AutoCAD SHX Text
STATE ROAD NO. 87 (100' R/W)
AutoCAD SHX Text
EXISTING OLD BRICK
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SCHOOL BUILDING
AutoCAD SHX Text
12' HIGH C.L.F.
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"ASPHALT"
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BASKETBALL COURT
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COVERED CONC.
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COVERED CONC.
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GRASS
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"ASPHALT"
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CONC.
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EXISTING
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BRICK
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BUILDING
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GATE
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EXISTING
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"GRASS"
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MANHOLE LIDS
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FOR SEPTIC TANK
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PAVILION
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20'x40' COVERED
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"ASPHALT"
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E
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W
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S
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N
Page 7: CONSTRUCTION PLANS FIDELIS COMMUNITY PARK

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M MOTT M MACDONALD

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Rev Date Drawn Description Ch’k’d App’d

Client

Title

Project Number B/O Total

Designed Eng check

Drawn Coordination

Dwg check

Scale at ANSI D Status

Approved

Rev Security

Drawing Number

HORIZONTAL SCALE -20 0 20 60

20Scale: 1"= '

MODIFY EXISTING FENCE AND CONSTRUCT 10' LF OF 12' HIGH

CHAIN LINK FENCING w/ 3' MAN-GATE

RESTRIPE TENNIS COURT

CONSTRUCT 5' CONCRETE SIDEWALK

CONSTRUCT 5' CONCRETE SIDEWALK

CONSTRUCT 5' CONCRETE SIDEWALK

CONSTRUCT 3' CONCRETE SIDEWALK

RELOCATE BULLPEN/ BATTING CAGE

CONSTRUCT 8' CONCRETE SIDEWALK

CONSTRUCT 3' CONCRETE SIDEWALK

CONSTRUCT 3' CONCRETE SIDEWALK

CONSTRUCT (2)- 14'x70 BATTING CAGES

CONSTRUCT 3' CONCRETE SIDEWALK

EROSION CONTROL BARRIER (SILT FENCE)

TO REMAIN IN PLACE THROUGHOUT CONSTRUCTION

CONSTRUCT (2) - 4 ROW, 27'L BLEACHERS (SEE DETAIL) w/ (BID ALTERNATE) BLEACHER SHADING

EXISTING SOFTBALL FIELD #1

EROSION CONTROL BARRIER (SILT FENCE) TO REMAIN IN PLACE THROUGHOUT CONSTRUCTION

Rev Date Drawn Description Ch’k’d App’d

Mott MacDonald Florida, LLC. 220 West Garden Street Suite 700 Pensacola, FL 32502 United States of America T +1 (850) 484 6011 www.mottmac.com/americas

Architects Engineers Surveyors AA - C0000035 EB - 0000155 LB - 0006783

Client

Title

FIDELIS COMMUNITY PARK PROPOSED AMENITIES LAYOUT PLAN

BID SET

Project Number

404056 B/O Total

Designed K. MORGAN Eng check S. WHITE

Drawn G. EDWARDS Coordination

Dwg check

Scale at ANSI D

1:20 Status

PRE

Approved

Rev

P1 Security

STD Drawing Number

C-004 © Mott MacDonald This document is issued for the party which commisioned it and for specific purposed connected with the captioned project only. It should not be relied upon by any other party or used for any other purpose We accept no responsibility for the consequences of this document being relied upon by any other party, or being used for any other purpose, or containing any error or omission which is due to an error or omission in data supplied to us by other parties.

AutoCAD SHX Text
EXISTING OLD BRICK
AutoCAD SHX Text
SCHOOL BUILDING
AutoCAD SHX Text
COVERED CONC.
AutoCAD SHX Text
COVERED CONC.
AutoCAD SHX Text
GRASS
AutoCAD SHX Text
"ASPHALT"
AutoCAD SHX Text
CONC.
AutoCAD SHX Text
EXISTING
AutoCAD SHX Text
BRICK
AutoCAD SHX Text
BUILDING
AutoCAD SHX Text
"ASPHALT"
AutoCAD SHX Text
TENNIS COURT
AutoCAD SHX Text
12' HIGH C.L.F.
AutoCAD SHX Text
GATE
AutoCAD SHX Text
"GRASS"
AutoCAD SHX Text
"GRASS"
AutoCAD SHX Text
EXISTING
AutoCAD SHX Text
PRE T-BALL FIELD
AutoCAD SHX Text
BALL FIELD
AutoCAD SHX Text
"CLAY"
AutoCAD SHX Text
EXISTING
AutoCAD SHX Text
"GRASS"
AutoCAD SHX Text
MANHOLE LIDS
AutoCAD SHX Text
FOR SEPTIC TANK
AutoCAD SHX Text
(STRIPING FADED)
AutoCAD SHX Text
PAVILION
AutoCAD SHX Text
20'x40' COVERED
AutoCAD SHX Text
"ASPHALT"
AutoCAD SHX Text
E
AutoCAD SHX Text
W
AutoCAD SHX Text
S
AutoCAD SHX Text
N
Page 8: CONSTRUCTION PLANS FIDELIS COMMUNITY PARK

30

40

50

60

70

80

90

PROPOSED LAYOUT PROPOSED LAYOUT PROPOSED LAYOUT COORDINATES COORDINATES COORDINATES

<>ta Northing Easting DU Northing Easting Dt ~ Northing Easting

21 712,533.15 1,177,498.25 96 712,677.97 1,177,517.79 201 712,698.87 1,177,595.58

22 712,596.60 1,177,501.61 97 712,675.08 1,177,472.42 202 712,706.78 1,177,720.20

23 712,600.32 1,177,498.26 98 712,683.40 1,177,471.89 203 712,703.04 1,177,724.44

24 712,602.84 1,177,450.50 99 712,686.28 1,177,517.26 204 712,662.52 1,177,726.78

25 712,595.83 1,177,450.69 100 712,543.81 1,177,487.53 205 712,561.99 1,177,712.98

26 712,596.09 1,177,445.68 101 712,548.09 1,177,406.65 206 712,550.72 1,177,712.24

27 712,603.11 1,177,445.49 102 712,598.02 1,177,409.29 207 712,550.31 1,177,718.73

28 712,605.21 1,177,405.73 103 712,593.74 1,177,490.18 208 712,555.30 1,177,719.04

29 712,620.92 1,177,397.95 104 712,604.08 1,177,396.03 209 712,555.40 1,177,717.55

712,605.22 1,177,392.65 105 712,592.71 1,177,392.19 210 712,561.31 1,177,717.93

31 712,606.82 1,177,387.91 106 712,596.55 1,177,380.83 211 712,662.30 1,177,731.79

32 712,617.78 1,177,391.61 107 712,607.92 1,177,364.66 212 712,662.64 1,177,731.76

33 712,606.11 1,177,368.02 106 712,589.21 1,177,366.00 213 712,663.12 1,177,736.23

34 712,590.33 1,177,362.69 109 712,577.64 1,177,362.16 214 712,666.12 1,177,736.04

35 712,591.93 1,177,357.95 110 712,581.68 1,177,350.79 215 712,665.83 1,177,731.58

36 712,606.32 1,177,362.81 111 712,593.05 1,177,354.63 216 712,714.37 1,177,728.73

37 712,611.16 1,177,348.48 112 712,607.85 1,177,347.36 217 712,714.65 1,177,733.19 50' -0" 38 712,615.90 1,177,350.08 113 712,611.69 1,177,335.99 218 712,717.65 1,177,733.00

39 712,610.59 1,177,365.80 114 712,623.06 1,177,339.83 219 712,717.05 1,177,723.55

712,622.29 1,177,389.39 115 712,619.22 1,177,351.20 220 712,712.02 1,177,723.87

41 712,625.99 1,177,378A2 116 712,622.67 1,177,377.30 221 712,710.35 1,177,697.54

42 712,630.72 1,177,380.02 117 712,626.51 1,177,365.93 222 712,720.33 1,177,696.91

43 712,625.43 1,177,395.72 118 712,637.88 1,177,369.77 223 712,720.14 1,177,693.91

44 712,663.92 1,177,376.66 119 712,634.04 1,177,381.14 224 712,712.16 1,177,694.42

45 712,666.14 1,177,381.14 120 712,623.59 1,177,442.92 225 712,710.89 1,177,674.43

46 712,610.05 1,177,408.91 121 712,622.95 1,177,418.01 226 712,718.87 1, 177,673.93

47 712,608.31 1,177,441.83 122 712,642.94 1,177,417.49 227 712,716.02 1,177,629.02

48 712,611.66 1,177,445.27 123 712,643.59 1,177,442.40 228 712,709.57 1,177,629.43

49 712,623.64 1,177,444.96 124 712,623.38 1,177,509.56 229 712,705.82 1,177,626.12

712,623.77 1,177,449.96 125 712,622.86 1,177,488.90 230 712,703.87 1,177,595.37

51 712,611.39 1,177,450.28 126 712,646.85 1,177,488.29 231 712,707.16 1,177,591.51

52 712,607.67 1,177,453.90 127 712,647.37 1,177,508.95 232 712,736.93 1,177,589.62

53 712,604.80 1,177,508.29 128 712,717.50 1,177,572.36 233 712,740.70 1,177,592.92

54 712,618.28 1,177,521.58 129 712,712.63 1,177,577.44 234 712,741.20 1,177,600.11

55 712,625.47 1,177,521.12 130 712,707.31 1,177,572.41 235 712,786.09 1,177,597.00

56 712,628.91 1,177,517.36 131 712,711.79 1,177,567.39 236 712,785.53 1,177,588.91

57 712,828.71 1,177,509.42 132 712,711.72 1,177,561.33 237 712,806.17 1,177,587.31

58 712,642.04 1,177,509.09 133 712,704.44 1,177,446.53 238 712,806.74 1, 177,595.57

59 712,642.22 1,177,516.52 134 712,703.68 1,177,434.55 239 712,809.73 1,177,595.36

712,645.64 1,177,519.83 135 712,700.18 1,177,379.57 240 712,808.95 1,177,584.08

61 712,669.45 1,177,518.33 136 712,722.84 1,177,368.22 241 712,746.12 1,177,599.77

62 712,672.75 1,177,514.58 137 712,782.72 1,177,364.42 242 712,745.29 1,177,587 .BO

63 712,672.00 1,177,502.68 138 712,789.05 1,177,464.22 243 712,780.21 1, 177,585.38

64 712,670.09 1,177,472.74 139 712,843.86 1,177,380.57 244 712,781.04 1,177,597.35

65 712,669.71 1,177,466.75 140 712,734.24 1,177,547.86 245 712,718.56 1, 177,668.94

65 712,688.01 1,177,465.59 141 712,886.32 1,177,417.96 246 712,706.58 1,177,669.70

67 712,688.39 1,177,471.58 142 712,810.28 1,177,482.91 247 712,704.36 1,177,634.77

68 712,690.29 1,177,501.52 143 712,910.08 1,177,476.57 248 712,716.34 1,177,634.01

69 712,696.88 1,177,501.10 144 712,914.35 1,177,543.77 249 712,718.98 1, 177,606.63

712,695.42 1,177,478.14 145 712,915.11 1,177,555.74 250 712,713.79 1,177,601.91

71 712,706.40 1,177,477.45 146 712,915.36 1,177,559.73 251 712,719.04 1,177,596.16

72 712,706.59 1,177,480.44 147 712,723.73 1,177,571.90 252 712,723.82 1,177,600.99

73 712,698.61 1,177,480.95 148 712,699.54 1,177,369.36 253 712,713.94 1,177,729.22

74 712,699.87 1,177,500.91 149 712,677.24 1,177,380.51 254 712,718.37 1,177,799.08

75 712,707.86 1,177,500.40 150 712,667.03 1,177,382.93 255 712,690.43 1,177,800.86

76 712,710.71 1,177,545.31 151 712,664.00 1,177,376.62 256 712,685.99 1,177,731.00

77 712,704.25 1,177,545.68 152 712,659.44 1,177,378.87 257 712,689.77 1,177,790.51

78 712,700.95 1,177,549.38 153 712,710.39 1,177,540.32 258 712,669.60 1,177,791.53

79 712,702.90 1,177,580.22 154 712,698.41 1,177,541.08 259 712,666.32 1,177,732.02

712,706.66 1,177,583.52 155 712,696.20 1,177,506.15 260 712,551.31 1,177,718.80

81 712,736.48 1,177,581.63 156 712,708.17 1,177,505.39 261 712,561.10 1,177,719.42

82 712,739.79 1,177,577.88 157 712,779.20 1,177,568.35

83 712,739.34 1,177,570.91 158 712,779.98 1,177,580.33

64 712,784.66 1,177,568.03 159 712,745.03 1,177,582.55

65 712,785.16 1,177,576.02 160 712,744.27 1,177,570.57

66 712,805.12 1,177,574.75 161 712,603.95 1,177,524.30

87 712,804.62 1,177,566.77 162 712,592.53 1,177,513.04

66 712,807.61 1,177,568.58 163 712,532.55 1,177,510.08

89 712,808.31 1,177,577.55 164 712,548.75 1,177,366.36

712,695.65 1,177,592.24 165 712,550.73 1,177,366.11

91 712,691.60 1,177,528.48 156 712,428.80 1,177,503.12

92 712,687.85 1,177,525.18 167 712,429.83 1,177,483.14

93 712,615.22 1,177,529.79 156 712,458.80 1,177,484.37

94 712,594.64 1,177,509.51 169 712,457.96 1,177,504.36

95 712,532.73 1,177,506.24

-------------------------------------- 81 '-0" --------------------------------------1

RELOCATED SINGLE POST

SWINGS

RELOCATED SINGLE POST

SWINGS

4" COMPACTED CRUSHED STONE

SUB-BASE

FLOWER TALK TUBE

SKY-HI TUBE SLIDE

SEAT & TABLE FOR 2 (BELOW)

TIN ROOF HEX

PLANK CLIMBER

CORN. STALK

CLIMBERS f/1

FARM ANIMALS PANEL

ROCKIN' ROBIN

Q

ENCLOSURE 'TIMBERS) W/ THUNDl:l RING

ENCLOSURE (Tl~~RS) W/ MOLDED STEt.r-.;!~G

WHEEL (BELOW)

TIN ROOF

WAVE ZIP SLIDE

TRANSFER PLATFORM

W/ GUARDRAIL

CROSS GABLE

HONEYCOMB

BEE 'M1H LEGS

11111111 I I I 11111111

FLOWER TALK TUBE

XCELERATOR

C50'x81') PLAYGROUND PLAN VIEW

ELEVATIONS PROVIDED IN GRADING PLAN ARE FOR FINISHED SURFACE.

---~-----~_[ 1_'-------------------'7

(50'x81') PLAYGROUND DETAILS N.T.S.

3.5" RUBBER SAFE1Y SURFACING

RELOCATED ARCH

CLIMBER

BEE FUN FACTS

M M MOTT

MACDONALD

Rev Date Drawn Description Ch’k’d App’d

Client

Title

Project Number B/O Total

Designed Eng check

Drawn Coordination

Dwg check Approved

Scale at ANSI D Status Rev Security

Drawing Number

Rev Date Drawn Description Ch’k’d App’d

Mott MacDonald Florida, LLC. 220 West Garden Street Suite 700 Pensacola, FL 32502 United States of America T +1 (850) 484 6011 www.mottmac.com/americas

Architects Engineers Surveyors AA - C0000035 EB - 0000155 LB - 0006783

Client

Title

FIDELIS COMMUNITY PARK PROPOSED AMENITIES LAYOUT PLAN COORDINATE TABLES

BID SET

Project Number B/O Total

404056 Designed K. MORGAN Eng check S. WHITE

Drawn G. EDWARDS Coordination

Dwg check Approved

Scale at ANSI D Status Rev Security

NTS PRE P1 STD Drawing Number

C-005 © Mott MacDonald This document is issued for the party which commisioned it and for specific purposed connected with the captioned project only. It should not be relied upon by any other party or used for any other purpose We accept no responsibility for the consequences of this document being relied upon by any other party, or being used for any other purpose, or containing any error or omission which is due to an error or omission in data supplied to us by other parties.

AutoCAD SHX Text
(50'x81') PLAYGROUND DETAILS
AutoCAD SHX Text
N.T.S.
AutoCAD SHX Text
PLAYGROUND SECTION VIEW
AutoCAD SHX Text
CONTRACTOR TO GRADE PLAYGROUND AREA TO THIS ELEVATION IN PREPARATION FOR PLAYGROUND CONSTRUCTION BY OTHERS.
AutoCAD SHX Text
(50'x81') PLAYGROUND PLAN VIEW
AutoCAD SHX Text
ELEVATIONS PROVIDED IN GRADING PLAN ARE FOR FINISHED SURFACE.
Page 9: CONSTRUCTION PLANS FIDELIS COMMUNITY PARK

- -- - -

--

I

Rev Date Drawn Description Ch’k’d App’d

Client

Title

Project Number B/O Total

Designed Eng check

Drawn Coordination

Dwg check Approved

Scale at ANSI D Status Rev Security

Drawing Number

HORIZONTAL SCALE -30 0 30 90

30Scale: 1"= '

CONSTRUCT 90 LF OF 1'-WIDE, 5'-HIGH

CONCRETE RETAINING WALL

TOP OF WALL EL.= 250.50'

CONSTRUCT 92 LF OF INSTALL 1'-DEEP CONCRETE

18" NYLOPLAST INLET SWALE w/ 3'-WIDE BOTTOM

CONSTRUCT 12" CONCRETE MITERED END SECTION

CONTRACTOR TO GRADE PROPOSED INSTALL 84 LF OF

50'x81' PLAYGROUND 12" ADS PIPE @ 2.74% AREA (SEE DETAIL)

TO BE CONSTRUCTED BY OTHERS

CONSTRUCT CONTINUOUS ADA COMPLIANT HANDRAILS ON 6'x18'-4" RAMP LANDING

INSTALL 84 LF OF CONSTRUCT 55 LF OF 12" ADS PIPE @ 1.79% 1'-DEEP CONCRETE

INSTALL CONSTRUCT (2)-5'x30' ADA

SWALE w/ 3'-WIDE BOTTOM

18" NYLOPLAST INLET COMPLIANT HANDICAP RAMPS w/ HANDRAILS

Rev Date Drawn Description Ch’k’d App’d

Mott MacDonald Florida, LLC. 220 West Garden Street Suite 700 Pensacola, FL 32502 United States of America T +1 (850) 484 6011 www.mottmac.com/americas

Architects Engineers Surveyors

LIMITS OF EXISTING AA - C0000035 EB - 0000155 LB - 0006783

ASPHALT AFTER REMOVAL Client

Title

FIDELIS COMMUNITY PARK PROPOSED AMENITIES OVERALL GRADING AND DRAINAGE PLAN

BID SET

Project Number B/O Total

404056 Designed K. MORGAN Eng check S. WHITE

Drawn G. EDWARDS Coordination

Dwg check Approved

Scale at ANSI D Status Rev Security

1:30 PRE P1 STD Drawing Number

C-006 © Mott MacDonald This document is issued for the party which commisioned it and for specific purposed connected with the captioned project only. It should not be relied upon by any other party or used for any other purpose We accept no responsibility for the consequences of this document being relied upon by any other party, or being used for any other purpose, or containing any error or omission which is due to an error or omission in data supplied to us by other parties.

AutoCAD SHX Text
GREENROWELL ROAD
AutoCAD SHX Text
(APPROXIMATE 30' R/W)
AutoCAD SHX Text
STATE ROAD NO. 87 (100' R/W)
AutoCAD SHX Text
EXISTING OLD BRICK
AutoCAD SHX Text
SCHOOL BUILDING
AutoCAD SHX Text
12' HIGH C.L.F.
AutoCAD SHX Text
"ASPHALT"
AutoCAD SHX Text
BASKETBALL COURT
AutoCAD SHX Text
COVERED CONC.
AutoCAD SHX Text
COVERED CONC.
AutoCAD SHX Text
GRASS
AutoCAD SHX Text
"ASPHALT"
AutoCAD SHX Text
CONC.
AutoCAD SHX Text
EXISTING
AutoCAD SHX Text
BRICK
AutoCAD SHX Text
BUILDING
AutoCAD SHX Text
"ASPHALT"
AutoCAD SHX Text
"GRASS/DIRT"
AutoCAD SHX Text
"ASPHALT"
AutoCAD SHX Text
TENNIS COURT
AutoCAD SHX Text
12' HIGH C.L.F.
AutoCAD SHX Text
GATE
AutoCAD SHX Text
"GRASS"
AutoCAD SHX Text
"GRASS"
AutoCAD SHX Text
"GRASS"
AutoCAD SHX Text
6' HIGH C.L.F.
AutoCAD SHX Text
WOOD
AutoCAD SHX Text
BLDG.
AutoCAD SHX Text
WOOD
AutoCAD SHX Text
BLDG. W/
AutoCAD SHX Text
COVERED
AutoCAD SHX Text
PORCH
AutoCAD SHX Text
"ASPHALT"
AutoCAD SHX Text
EXISTING
AutoCAD SHX Text
EXISTING
AutoCAD SHX Text
EXISTING
AutoCAD SHX Text
EXISTING
AutoCAD SHX Text
PRE T-BALL FIELD
AutoCAD SHX Text
"GRASS"
AutoCAD SHX Text
BALL FIELD
AutoCAD SHX Text
"CLAY"
AutoCAD SHX Text
EXISTING
AutoCAD SHX Text
"ASPHALT"
AutoCAD SHX Text
"GRASS"
AutoCAD SHX Text
MANHOLE LIDS
AutoCAD SHX Text
FOR SEPTIC TANK
AutoCAD SHX Text
(STRIPING FADED)
AutoCAD SHX Text
PAVILION
AutoCAD SHX Text
20'x40' COVERED
AutoCAD SHX Text
"ASPHALT"
AutoCAD SHX Text
E
AutoCAD SHX Text
W
AutoCAD SHX Text
S
AutoCAD SHX Text
N
Page 10: CONSTRUCTION PLANS FIDELIS COMMUNITY PARK

v/ ·1"-

T

-

I .

----

' I I

~

1 :, ( f I ! ( I I I

' ' \

PROPOSED LAYOUT

Pt, Northing Easting

301 712,616.10 1 • 177,499.40

302 712.616.71 1.177,415.02

303 712,692.82 1,177,378.14

MOTT M MACDONALD

COORDINATES

Structure

1S" Nyloplast Inlet

18" Nyloplast Inlet

12" Mitered End Secti on

Top Elev. Invert Elev.

250.96' 248.50'

251.02' 247.00'

NIA 244.70'

Rev Date Drawn Description Ch’k’d App’d

Client

Title

Project Number B/O Total

Designed Eng check

Drawn Coordination

Dwg check Approved

Scale at ANSI D Status Rev Security

Drawing Number

HORIZONTAL SCALE -20 0 20 60

20Scale: 1"= '

CONSTRUCT 90 LF OF 1'-WIDE, 5'-HIGH

CONCRETE RETAINING WALL

TOP OF WALL EL.= 250.50'

INSTALL 18" NYLOPLAST INLET (Pt# 302) CONSTRUCT 92 LF OF

1'-DEEP CONCRETE SWALE w/ 3'-WIDE BOTTOM

CONSTRUCT 12" CONCRETE CONTRACTOR MITERED END SECTION (Pt# 303)

TO GRADE 50'x81' PLAYGROUND

AREA (SEE DETAIL) Rev Date Drawn Description Ch’k’d App’dINSTALL 84 LF OF

12" ADS PIPE @ 2.74% Mott MacDonald Florida, LLC. 220 West Garden Street Suite 700 Pensacola, FL 32502 United States of America T +1 (850) 484 6011

INSTALL 84 LF OF CONSTRUCT 55 LF OF www.mottmac.com/americas 12" ADS PIPE @ 1.79% 1'-DEEP CONCRETE

SWALE w/ 3'-WIDE BOTTOM Architects Engineers Surveyors

AA - C0000035 EB - 0000155 LB - 0006783INSTALL 18" NYLOPLAST INLET (Pt# 301) Client

Title

FIDELIS COMMUNITY PARK PROPOSED AMENITIES GRADING AND DRAINAGE PLAN

BID SET LIMITS OF EXISTING

ASPHALT AFTER REMOVAL

Project Number B/O Total

404056 Designed K. MORGAN Eng check S. WHITE

Drawn G. EDWARDS Coordination

Dwg check Approved

Scale at ANSI D Status Rev Security

1:20 PRE P1 STD Drawing Number

C-007 © Mott MacDonald This document is issued for the party which commisioned it and for specific purposed connected with the captioned project only. It should not be relied upon by any other party or used for any other purpose We accept no responsibility for the consequences of this document being relied upon by any other party, or being used for any other purpose, or containing any error or omission which is due to an error or omission in data supplied to us by other parties.

AutoCAD SHX Text
STATE ROAD NO. 87 (100' R/W)
AutoCAD SHX Text
EXISTING OLD BRICK
AutoCAD SHX Text
SCHOOL BUILDING
AutoCAD SHX Text
12' HIGH C.L.F.
AutoCAD SHX Text
"ASPHALT"
AutoCAD SHX Text
BASKETBALL COURT
AutoCAD SHX Text
COVERED CONC.
AutoCAD SHX Text
COVERED CONC.
AutoCAD SHX Text
GRASS
AutoCAD SHX Text
"ASPHALT"
AutoCAD SHX Text
CONC.
AutoCAD SHX Text
EXISTING
AutoCAD SHX Text
BRICK
AutoCAD SHX Text
BUILDING
AutoCAD SHX Text
GATE
AutoCAD SHX Text
EXISTING
AutoCAD SHX Text
"GRASS"
AutoCAD SHX Text
MANHOLE LIDS
AutoCAD SHX Text
FOR SEPTIC TANK
AutoCAD SHX Text
PAVILION
AutoCAD SHX Text
20'x40' COVERED
AutoCAD SHX Text
"ASPHALT"
AutoCAD SHX Text
252.22'
AutoCAD SHX Text
252.45'
AutoCAD SHX Text
252.45'
AutoCAD SHX Text
252.22'
AutoCAD SHX Text
252.60'
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F.F.E.=
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Page 11: CONSTRUCTION PLANS FIDELIS COMMUNITY PARK

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Rev Date Drawn Description Ch’k’d App’d

Client

Title

Project Number B/O Total

Designed Eng check

Drawn Coordination

Dwg check Approved

Scale at ANSI D Status Rev Security

Drawing Number

HORIZONTAL SCALE -30 0 30 90

30Scale: 1"= '

LIMITS OF EXISTING ASPHALT AFTER REMOVAL

Rev Date Drawn Description Ch’k’d App’d

Mott MacDonald Florida, LLC. 220 West Garden Street Suite 700 Pensacola, FL 32502 United States of America T +1 (850) 484 6011 www.mottmac.com/americas

Architects Engineers Surveyors AA - C0000035 EB - 0000155 LB - 0006783

Client

Title

FIDELIS COMMUNITY PARK PROPOSED AMENITIES GRADING AND DRAINAGE PLAN

BID SET

Project Number B/O Total

404056 Designed K. MORGAN Eng check S. WHITE

Drawn G. EDWARDS Coordination

Dwg check Approved

Scale at ANSI D Status Rev Security

1:20 PRE P1 STD Drawing Number

C-008 © Mott MacDonald This document is issued for the party which commisioned it and for specific purposed connected with the captioned project only. It should not be relied upon by any other party or used for any other purpose We accept no responsibility for the consequences of this document being relied upon by any other party, or being used for any other purpose, or containing any error or omission which is due to an error or omission in data supplied to us by other parties.

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EXISTING OLD BRICK
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SCHOOL BUILDING
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COVERED CONC.
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GRASS
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"ASPHALT"
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GATE
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"GRASS"
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BALL FIELD
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"CLAY"
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MANHOLE LIDS
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FOR SEPTIC TANK
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(STRIPING FADED)
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PAVILION
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Page 12: CONSTRUCTION PLANS FIDELIS COMMUNITY PARK

GENERAL NOTES FOR SOIL EROSION AND SEDIMENT CONTROL-

1. ALL EROSION AND SEDIMENT CONTROL PRACTICES TO BE INSTALLED PRIOR TO ANY MAJOR SOIL DISTURBANCE, OR IN THEIR PROPER SEQUENCE, AND MAINTAINED UNTIL PERt.1ANENT PROTECTION IS ESTABLISHED.

2. ANY DISTURBED AREAS THAT WILL BE LEFT EXPOSED MORE THAN 30 DAYS, AND NOT SUBJECT TO CONSTRUCTION TRAFFIC, WILL IMMEDIATELY RECEIVE A TEMPORARY SEEDING. IF THE SEASON PREVENTS THE ESTABLISHMENT OF A TEMPORARY COVER, THE DISTURBED AREAS WILL BE MULCHED WITH STRAW, OR EQUIVALENT MATERIAL, AT A RATE OF TWO (2) TONS PER ACRE, ACCORDING TO STATE STANDARDS.

3. PERMANENT VEGETATION TO BE SEEDED OR SODDED ON ALL EXPOSED AREAS WITHIN TEN (10) DAYS AFTER GRADING. MULCH TO BE USED AS NECESSARY FOR PROTECTION UNTIL SEEDING IS ESTABLISHED.

4. ALL WORK AND MATERIALS TO BE IN ACCORDANCE WITH THE FDOT "STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION", LATEST EDITION, SECTIONS 104, 570, 575 AND 980 TO 986.

*5. A BITUMINOUS CONCRETE BASE COURSE WILL BE APPLIED IMMEDIATELY FOLLOWING ROUGH GRADING AND INSTALLATION OF IMPROVEMENTS IN ORDER TO STABILIZE STREETS, ROADS, DRIVEWAYS AND PARKING AREAS. IN AREAS WHERE NO UTILITIES ARE PRESENT, THE BITUMINOUS CONCRETE BASE SHALL BE INSTALLED WITHIN 15 DAYS OF THE PRELIMINARY GRADING.

*6. IMMEDIATELY FOLLOWING INITIAL DISTURBANCE OR ROUGH GRADING, ALL CRITICAL AREAS SUBJECT TO EROSION (I.E. STEEP SLOPES AND ROADWAY EMBANKMENTS) WILL RECEIVE A TEMPORARY SEEDING IN COMBINATION WITH STRAW MULCH OR A SUITABLE EQUIVALENT, AT A THICKNESS OF TWO (2) TO FOUR ( 4) INCHES MIXED WITH THE TOP TWO (2) INCHES OF SOIL, ACCORDING TO STATE STANDARDS.

*7. ANY STEEP SLOPES RECEIVING PIPELINE INSTALLATION WILL BE BACKFlLLED AND STABILIZED DAILY, AS THE INSTALLATION PROCEEDS {I.E. SLOPES GREATER THAN 3:1 ).

*8. A CRUSHED LIMEROCK, VEHICLE WHEEL-CLEANING BLANKET SHALL BE INSTALLED AT THE CONTRACTOR'S STAGING YARD AND/OR STOCKPILE AREAS TO PREVENT OFF-SITE TRACKING OF SEDIMENT BY CONSTRUCTION VEHICLES ONTO PUBLIC ROADS. BLANKET SHALL BE 15FT. X 50FT. X 6IN. (MINIMUM), CRUSHED LIMEROCK 2 1/2 INCHES IN DIAMETER. SAID BLANKET SHALL BE UNDERLAIN WITH A FDOT CLASS 3 SYNTHETIC FILTER FABRIC AND MAINTAINED IN GOOD ORDER.

9. AT THE TIME WHEN THE SITE PREPARATION FOR PERMANENT VEGETATIVE STABILIZATION IS GOING TO BE ACCOMPLISHED, ANY SOIL THAT WILL NOT PROVIDE A SUITABLE ENVIRONMENT TO SUPPORT ADEQUATE VEGETATIVE GROUND COVER, SHALL BE REMOVED OR TREATED IN SUCH A WAY THAT WILL PERMANENTLY ADJUST THE SOIL CONDITIONS AND RENDER IT SUITABLE FOR VEGETATIVE GROUND COVER. IF THE REMOVAL OR TREATMENT OF THE SOIL WILL NOT PROVIDE SUITABLE CONDITIONS, NON-VEGETATIVE MEANS OF PERMANENT GROUND STABILIZATION WILL HAVE TO BE EMPLOYED.

*10. CONDUIT OLITLET PROTECTION MUST BE INSTALLED AT ALL REQUIRED OUTFALLS PRIOR TO THE DRAINAGE SYSTEM BECOMING OPERATIONAL.

11. UNFILTERED DEWATERING IS NOT PERMITTED. THE CONTRACTOR SHALL TAKE ALL NECESSARY PRECAUTIONS DURING ALL DEWATERING OPERATIONS TO MINIMIZE SEDIMENT TRANSFER.

12. SHOULD THE CONTROL OF DUST AT THE SITE BE NECESSARY, THE SITE WILL BE SPRINKLED UNTIL THE SURFACE IS WET, TEMPORARY VEGETATION COVER SHALL BE ESTABLISHED OR MULCH SHALL BE APPLIED IN ACCORDANCE WITH STATE STANDARDS FOR EROSION CONTROL.

13. ALL SOIL WASHED, DROPPED, SPILLED OR TIRACKED OUTSIDE THE LIMIT OF DISTURBANCE OR ONTO PUBLIC RIGHTS-OF-WAY WILL BE REMOVED IMMEDIATELY.

14. THE PROPERTY OWNER SHALL BE RESPONSIBLE FOR ANY EROSION OR SEDIMENTATION THAT MAY OCCUR BELOW STORMWATER OUTFALLS OR OFFSITE AS A RESULT OF CONSTRUCTION OF THE PROJECT.

15. ALL SOIL STOCKPILES ARE TO BE TEMPORARILY STABILIZED IN ACCORDANCE WITH SOIL EROSION AND SEDIMENT CONTROL NOTE NUMBER 2 (ABOVE).

16. THE SITE SHALL AT ALL TIMES BE GRADED AND MAINTAINED SUCH THAT ALL STORM WATER RUNOFF IS DIVERTED TO SOIL EROSION AND SEDIMENT CONTROL FACILITIES.

17. ALL SEDIMENTATION STRUCTURES SHALL BE INSPECTED AND MAINTAINED REGULARLY.

18. ALL CATCH BASIN INLETS SHALL BE PROTECTED WITH HAY BALES AS SHOWN ON DETAIL.

19. THE CONTRACTOR SHALL PREPARE A PLAN FOR THE PROPER DEWATERING AND DOWNSTREAM SILTATION PROTECTION OF EACH STREAM CROSSING PRIOR TO EXCAVATING THE STREAM BED. PLAN SHALL BE FORWARDED TO THE ENGINEER FOR APPROVAL. THE ENGINEER SHALL BE NOTIFIED FOR INSPECTION PRIOR TO EACH STREAM CROSSING CONSTRUCTION.

20. ANY AREAS USED FOR THE CONTRACTOR'S STAGING, INCLUDING BLIT NOT LIMITED TO, TEMPORARY STORAGE OF STOCKPILED MATERIALS {E.G. CRUSHED STONE, QUARRY PROCESS STONE, SELECT FILL, EXCAVATED MATERIALS, ETC.), SHALL BE ENTIRELY PROTECTED BY A SILT FlENCE ALONG THE LOW ELEVATION SIDE TO CONTROL SEDIMENT RUNOFF.

* WHERE APPLICABLE

SODDING:

1. SOD SHALL BE WELL ROOT MAffiD CENTIPEDE OR BAHIA GRASS COMMERCIALLY CUT TO A MINIMUM DIMENSION OF 12" x 24" A MAXIMUM OF 72 HOURS PRIOR TO PLACEMENT. SOD SHALL BE LIVE, FRESH AND UNINJURED, REASONABLY FREE OF WEEDS AND OTHER GRASSES, WITH A HEAVY SOIL MAT ADHERING TO THE ROOT SYSTEM. SOD SHALL BE GROWN, CUT, AND SUPPLIED BY A STATE CERTIFIED GROWER.

TEMPORARY SEEDING DETAILS

SEED BED PREPARATION

1. SOIL TO BE THOROUGHLY PULVERIZED BY DISK-HARROWING AND BE LOOSE AND REASONABLY SMOOTH. APPLY FlERTILIZER AT A RATE OF 260 LBS/ACRE OF 16-16-16 OR EQUIVALENT, APPLY DOLOMITIC LIMESTONE AT A RATE OF 800 TO 1000 LBS./ACRE TO PROVIDE A SOIL pH OF 5.5 TO 6.5, LIME & FERTILIZER TO BE WORKED INTO THE TOPSOIL TO A DEPTH OF 4 ". ADD SANDY LOAM TOPSOIL TO A MINIMUM OF TWO (2) INCHES WHERE REQUIRED.

SEED MIXTURE

1. CONSISTING OF ANNUAL RYE (LOLIUM MULTIFLORUM) AT A RATE OF 174 LBS/ACRE.

BINDING WIRE OR TWINE /

STAKED AND ENTRENCHED STRAW BALE

COMPACTED SOIL TO PREVENT PIPING TOE OF FABRIC

,--1--+--i

DETAIL OF PROPERL V INST ALL ED STRAW BALE

FlBERlEX (OR APPROVED EQUAL)

MATERIAL ATTACHED TO WIRE FENCE

N.T.S.

2" x 4" OR 3"• TREATED /TIMBER POST @ 6 FT. O.C. (TYP.)

l WIRE FENCE

COMPACTED SOIL

SILT FENCE DETAIL N.T.S.

5/16" VINYL SHEATHED EAW STEEL CABLE (9800 LBS. BREAKING STRENGTH) WITH GALVANIZED CONNECTORS (TOOL FREE DISCONNECT)

CLOSED CELL SOLID PLASTIC FOAM FLOTATION (6" DIA EQUIV) (12 LBS

irn " "'"'''"\ SLOffiD PVC CONNECTOR PIPE

{METAL COLLAR REINFORCED)

/

18 OZ. NYLON REINFORo/ED PVC FABRIC

(300 PSI TEST)

N 0

CLOSED CELL SOLID PLASTIC {17 LBS. PER FT. BUOYANCY)

0

FOAM FLOTATION {8" DIA. EQUIV.)

I

REINFORCED PVC FABRIC

STRESS PLATE

( 18 OZ. NYLON

(300 PSI TEST} WITH _/ LACING GROMMETS

5/16" GALVANIZED CHAIN

NOTES: D1 =5' STD. (SINGLE PANEL FOR DEPTHS 5' OR LESS) D2 =5' STD. (ADDITIONAL PANEL FOR DEPTHS > 5').

CURTAIN TO REACH BOTTOM UP TO DEPTHS OF 10 FEET. TWO (2) PANELS TO BE USED FOR DEPTHS GREATER THAN 10 FEET UNLESS SPECIAL DEPTH CURTAINS SPECIFlCALLY CALLED FOR IN THE PLANS OR AS DETERMINED BY THE ENGINEER.

NOTICE: COMPONENTS OF TYPES I AND II MAY BE SIMILAR OR IDENTICAL TO PROPRIETARY DESIGNS. ANY INFRINGEMENT ON THE PROPRIETARY RIGHTS OF THE DESIGNER SHALL BE THE SOLE RESPONSIBILITY OF THE USER. SUBSTITUTIONS FOR TYPES I AND II SHALL BE AS APPROVED BY THE ENGINEER.

N.T.S.

.. I , , '" •• 5/8" POLYPRO ROPE .. (600 LB. BREAKING

STRENGTH)

J 1/4" GALVANIZED CHAIN~

"" ct ,

--

6' MAX.

POST ( OPTIONS: 2" X 4" OR 2-1/2" MIN. DIA. WOOD; STEEL 1.33 LBS/FT. MIN.)

18 OZ. NYLON REINFORCED PVC FABRIC {300 PSI TEST)

~~=====~='=;I!=-... w "" 0 ;,, ~

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FIBERTEX (OR APPROVIED EQUAL)

MATERIAL ATTACHED TO WIRE FENCE

STAKED AND ENTRENCHED STRAW BALE

BINDING WIRE OR TWINE

COMPACTED SOIL

SILT FENCE W /HA YBALES DETAIL

N. T. S.

PROPOSED TOE OF SLOPE

• • I • •

N.T.S.

2" x 4" OR 3"¢ /TREATED TIMBER POST @

/ 6 FT. O.C. (TYP.)

./WIRE FENCE

LEGEND:

• PILE LOCATIONS

~ DREDGE OR FILL AREA

- MOORING BUOY W/ANCHOR

ANCHOR

BARRIER MOVEMENT DUE C'> TO CURRENT ACTION

SHORE LINE LIMITS OF CONST.

CURRENT LIMITS OF CONST. SHORE LINE

v-STRUCTURE ALIGNMENT

. ·1· . 1. TURBIDITY BARRIERS ARE TO BE USED IN ALL PERMANENT BODIES OF WATER REGARDLESS OF WATER

DEPTH.

2. NUMBER /IND SPACING OF ANCHORS DEPENDENT ON CURRENT VELOCITIES.

3. DEPLOYMENT OF BARRIER AROUND PILE LOCATIONS MAY VARY TO ACCOMMODATE CONSTRUCTION OPERATIONS.

4. NAVIGATION MAY REQUIRE SEGMENTING BARRIER DURING CONSTRUCTION OPERATIONS.

5. FOR ADDITIONAL INFORMATION SEE SECTION 104 OF THE STANDARD SPECIFICATIONS.

N.T.S.

JjQIE;_

TURBIDITY BARRIERS

TURBIDITY BARRIERS FOR FLOWING STREAMS AND TIDAL CREEKS MAY BE EITHER FLOATING, OR STAKED TYPES OR ANY COMBINATIONS OF TYPES THAT WILL SUIT SITE CONDITIONS AND MEET EROSION CONTROL AND WATER QUALITY REQUIREMENTS. THE BARRIER TYPE(S) WILL BE AT THE CONTIRACTORS OPTION UNLESS OTHERWISE SPECIFIED IN THE PLANS, HOWEVER PAYMENT WILL BE UNDER THE PAY ITEM(S) ESTABLISHED IN THE PLANS FOR FLOATING TURBIDITY BARRIER AND/OR STAKED TURBIDITY BARRIER. POSTS IN STAKED TURBIDITY BARRIERS TO BE INSTALLED IN VERTICAL POSITION UNLESS OTHERWISE DIRECTED BY THE ENGINEER.

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Mott MacDonald Florida, LLC. 220 West Garden Street Suite 700 Pensacola, FL 32502 United States of America T +1 (850) 484 6011 www.mottmac.com/americas

Architects Engineers Surveyors AA - C0000035 EB - 0000155 LB - 0006783

Client

TYPE ITYPE II

FLOATING TURBIDITY BARRIERS TURBIDITY BARRIER APPLICATIONS

Title

Rev Date Drawn Description Ch’k’d App’d

Client

Title

FIDELIS COMMUNITY PARK PROPOSED AMENITIES EROSION CONTROL DETAILS

Project Number

404056 B/O Total

Designed K. MORGAN Eng check S. WHITE

Drawn G. EDWARDS Coordination

Dwg check

Scale at ANSI D

NTS Status

PRE

Approved

Rev

P1 Security

STD Drawing Number

BID SET

© Mott MacDonald This document is issued for the party which commisioned it and for specific purposed connected with the captioned project only. It should not be relied upon by any other party or used for any other purpose We accept no responsibility for the consequences of this document being relied upon by any other party, or being used for any other purpose, or containing any error or omission which is due to an error or omission in data supplied to us by other parties.

Project Number B/O Total

Designed Eng check

Drawn Coordination

Dwg check Approved

Scale at ANSI D Status Rev Security

Drawing Number

C-009

AutoCAD SHX Text
BINDING WIRE OR TWINE
AutoCAD SHX Text
FILTERED RUNOFF
AutoCAD SHX Text
STAKED AND ENTRENCHED STRAW BALE
AutoCAD SHX Text
COMPACTED SOIL TO PREVENT PIPING TOE OF FABRIC
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SEDIMENT LADEN RUNOFF
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DETAIL OF PROPERLY INSTALLED STRAW BALE
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N.T.S.
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FLOW
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FIBERTEX (OR APPROVED EQUAL) MATERIAL ATTACHED TO WIRE FENCE
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2" x 4" OR 3" TREATEDTIMBER POST @ 6 FT. O.C. (TYP.)
AutoCAD SHX Text
WIRE FENCE
AutoCAD SHX Text
TOE OF FABRIC
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COMPACTED SOIL
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SILT FENCE DETAIL
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N.T.S.
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3'
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5' OR MORE
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18" MIN.
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8"
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6' MAX.
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N.T.S.
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18 OZ. NYLON REINFORCED PVC FABRIC (300 PSI TEST)
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2
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2
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1
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D
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1
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D
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2
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D
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N.T.S.
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STREAM OR TIDAL CREEK
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TURBIDITY BARRIERS
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BARRIER MOVEMENT DUE TO CURRENT ACTION
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%%ULEGEND:
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TYP.
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TYP.
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100'
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100'
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100'
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TYP.
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EXISTING CAUSEWAY
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TYP.
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100'
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CURRENT
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N.T.S.
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GENERAL NOTES FOR SOIL EROSION AND SEDIMENT CONTROL: 1. ALL EROSION AND SEDIMENT CONTROL PRACTICES TO BE INSTALLED PRIOR TO ANY MAJOR SOIL DISTURBANCE, OR IN THEIR PROPER SEQUENCE, AND MAINTAINED UNTIL PERMANENT PROTECTION IS ESTABLISHED. 2. ANY DISTURBED AREAS THAT WILL BE LEFT EXPOSED MORE THAN 30 DAYS, AND NOT SUBJECT TO CONSTRUCTION TRAFFIC, WILL IMMEDIATELY RECEIVE A TEMPORARY SEEDING. IF THE SEASON PREVENTS THE ESTABLISHMENT OF A TEMPORARY COVER, THE DISTURBED AREAS WILL BE MULCHED WITH STRAW, OR EQUIVALENT MATERIAL, AT A RATE OF TWO (2) TONS PER ACRE, ACCORDING TO STATE STANDARDS. 3. PERMANENT VEGETATION TO BE SEEDED OR SODDED ON ALL EXPOSED AREAS WITHIN TEN (10) DAYS AFTER GRADING. MULCH TO BE USED AS NECESSARY FOR PROTECTION UNTIL SEEDING IS ESTABLISHED. 4. ALL WORK AND MATERIALS TO BE IN ACCORDANCE WITH THE FDOT "STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION", LATEST EDITION, SECTIONS 104, 570, 575 AND 980 TO 986. *5. A BITUMINOUS CONCRETE BASE COURSE WILL BE APPLIED IMMEDIATELY FOLLOWING ROUGH GRADING AND INSTALLATION OF IMPROVEMENTS IN ORDER TO STABILIZE STREETS, ROADS, DRIVEWAYS AND PARKING AREAS. IN AREAS WHERE NO UTILITIES ARE PRESENT, THE BITUMINOUS CONCRETE BASE SHALL BE INSTALLED WITHIN 15 DAYS OF THE PRELIMINARY GRADING. *6. IMMEDIATELY FOLLOWING INITIAL DISTURBANCE OR ROUGH GRADING, ALL CRITICAL AREAS SUBJECT TO EROSION (I.E. STEEP SLOPES AND ROADWAY EMBANKMENTS) WILL RECEIVE A TEMPORARY SEEDING IN COMBINATION WITH STRAW MULCH OR A SUITABLE EQUIVALENT, AT A THICKNESS OF TWO (2) TO FOUR (4) INCHES MIXED WITH THE TOP TWO (2) INCHES OF SOIL, ACCORDING TO STATE STANDARDS. *7. ANY STEEP SLOPES RECEIVING PIPELINE INSTALLATION WILL BE BACKFILLED AND STABILIZED DAILY, AS THE INSTALLATION PROCEEDS (I.E. SLOPES GREATER THAN 3:1). *8. A CRUSHED LIMEROCK, VEHICLE WHEEL-CLEANING BLANKET SHALL BE INSTALLED AT THE CONTRACTOR'S STAGING YARD AND/OR STOCKPILE AREAS TO PREVENT OFF-SITE TRACKING OF SEDIMENT BY CONSTRUCTION VEHICLES ONTO PUBLIC ROADS. BLANKET SHALL BE 15FT. X 50FT. X 6IN. (MINIMUM), CRUSHED LIMEROCK 2 1/2 INCHES IN DIAMETER. SAID BLANKET SHALL BE UNDERLAIN WITH A FDOT CLASS 3 SYNTHETIC FILTER FABRIC AND MAINTAINED IN GOOD ORDER. 9. AT THE TIME WHEN THE SITE PREPARATION FOR PERMANENT VEGETATIVE STABILIZATION IS GOING TO BE ACCOMPLISHED, ANY SOIL THAT WILL NOT PROVIDE A SUITABLE ENVIRONMENT TO SUPPORT ADEQUATE VEGETATIVE GROUND COVER, SHALL BE REMOVED OR TREATED IN SUCH A WAY THAT WILL PERMANENTLY ADJUST THE SOIL CONDITIONS AND RENDER IT SUITABLE FOR VEGETATIVE GROUND COVER. IF THE REMOVAL OR TREATMENT OF THE SOIL WILL NOT PROVIDE SUITABLE CONDITIONS, NON-VEGETATIVE MEANS OF PERMANENT GROUND STABILIZATION WILL HAVE TO BE EMPLOYED. *10. CONDUIT OUTLET PROTECTION MUST BE INSTALLED AT ALL REQUIRED OUTFALLS PRIOR TO THE DRAINAGE SYSTEM BECOMING OPERATIONAL. 11. UNFILTERED DEWATERING IS NOT PERMITTED. THE CONTRACTOR SHALL TAKE ALL NECESSARY PRECAUTIONS DURING ALL DEWATERING OPERATIONS TO MINIMIZE SEDIMENT TRANSFER. 12. SHOULD THE CONTROL OF DUST AT THE SITE BE NECESSARY, THE SITE WILL BE SPRINKLED UNTIL THE SURFACE IS WET, TEMPORARY VEGETATION COVER SHALL BE ESTABLISHED OR MULCH SHALL BE APPLIED IN ACCORDANCE WITH STATE STANDARDS FOR EROSION CONTROL. 13. ALL SOIL WASHED, DROPPED, SPILLED OR TRACKED OUTSIDE THE LIMIT OF DISTURBANCE OR ONTO PUBLIC RIGHTS-OF-WAY WILL BE REMOVED IMMEDIATELY. 14. THE PROPERTY OWNER SHALL BE RESPONSIBLE FOR ANY EROSION OR SEDIMENTATION THAT MAY OCCUR BELOW STORMWATER OUTFALLS OR OFFSITE AS A RESULT OF CONSTRUCTION OF THE PROJECT. 15. ALL SOIL STOCKPILES ARE TO BE TEMPORARILY STABILIZED IN ACCORDANCE WITH SOIL EROSION AND SEDIMENT CONTROL NOTE NUMBER 2 (ABOVE). 16. THE SITE SHALL AT ALL TIMES BE GRADED AND MAINTAINED SUCH THAT ALL STORM WATER RUNOFF IS DIVERTED TO SOIL EROSION AND SEDIMENT CONTROL FACILITIES. 17. ALL SEDIMENTATION STRUCTURES SHALL BE INSPECTED AND MAINTAINED REGULARLY. 18. ALL CATCH BASIN INLETS SHALL BE PROTECTED WITH HAY BALES AS SHOWN ON DETAIL. 19. THE CONTRACTOR SHALL PREPARE A PLAN FOR THE PROPER DEWATERING AND DOWNSTREAM SILTATION PROTECTION OF EACH STREAM CROSSING PRIOR TO EXCAVATING THE STREAM BED. PLAN SHALL BE FORWARDED TO THE ENGINEER FOR APPROVAL. THE ENGINEER SHALL BE NOTIFIED FOR INSPECTION PRIOR TO EACH STREAM CROSSING CONSTRUCTION. 20. ANY AREAS USED FOR THE CONTRACTOR'S STAGING, INCLUDING BUT NOT LIMITED TO, TEMPORARY STORAGE OF STOCKPILED MATERIALS (E.G. CRUSHED STONE, QUARRY PROCESS STONE, SELECT FILL, EXCAVATED MATERIALS, ETC.), SHALL BE ENTIRELY PROTECTED BY A SILT FENCE ALONG THE LOW ELEVATION SIDE TO CONTROL SEDIMENT RUNOFF. * WHERE APPLICABLE SODDING: 1. SOD SHALL BE WELL ROOT MATTED CENTIPEDE OR BAHIA GRASS COMMERCIALLY CUT TO A MINIMUM DIMENSION OF 12" x 24" A MAXIMUM OF 72 HOURS PRIOR TO PLACEMENT. SOD SHALL BE LIVE, FRESH AND UNINJURED, REASONABLY FREE OF WEEDS AND OTHER GRASSES, WITH A HEAVY SOIL MAT ADHERING TO THE ROOT SYSTEM. SOD SHALL BE GROWN, CUT, AND SUPPLIED BY A STATE CERTIFIED GROWER. TEMPORARY SEEDING DETAILS SEED BED PREPARATION 1. SOIL TO BE THOROUGHLY PULVERIZED BY DISK-HARROWING AND BE LOOSE AND REASONABLY SMOOTH. APPLY FERTILIZER AT A RATE OF 260 LBS/ACRE OF 16-16-16 OR EQUIVALENT, APPLY DOLOMITIC LIMESTONE AT A RATE OF 800 TO 1000 LBS./ACRE TO PROVIDE A SOIL pH OF 5.5 TO 6.5, LIME & FERTILIZER TO BE WORKED INTO THE TOPSOIL TO A DEPTH OF 4". ADD SANDY LOAM TOPSOIL TO A MINIMUM OF TWO (2) INCHES WHERE REQUIRED. SEED MIXTURE 1. CONSISTING OF ANNUAL RYE (LOLIUM MULTIFLORUM) AT A RATE OF 174 LBS/ACRE.
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NOTE: TURBIDITY BARRIERS FOR FLOWING STREAMS AND TIDAL CREEKS MAY BE EITHER FLOATING, OR STAKED TYPES OR ANY COMBINATIONS OF TYPES THAT WILL SUIT SITE CONDITIONS AND MEET EROSION CONTROL AND WATER QUALITY REQUIREMENTS. THE BARRIER TYPE(S) WILL BE AT THE CONTRACTORS OPTION UNLESS OTHERWISE SPECIFIED IN THE PLANS, HOWEVER PAYMENT WILL BE UNDER THE PAY ITEM(S) ESTABLISHED IN THE PLANS FOR FLOATING TURBIDITY BARRIER AND/OR STAKED TURBIDITY BARRIER. POSTS IN STAKED TURBIDITY BARRIERS TO BE INSTALLED IN VERTICAL POSITION UNLESS OTHERWISE DIRECTED BY THE ENGINEER.
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PILE LOCATIONS
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DREDGE OR FILL AREA
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MOORING BUOY W/ANCHOR
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ANCHOR
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STRESS PLATE
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SLOTTED PVC CONNECTOR PIPE (METAL COLLAR REINFORCED)
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5/16" VINYL SHEATHED EAW STEEL CABLE (9800 LBS. BREAKING STRENGTH) WITH GALVANIZED CONNECTORS (TOOL FREE DISCONNECT)
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CLOSED CELL SOLID PLASTIC FOAM FLOTATION (8" DIA. EQUIV.) (17 LBS. PER FT. BUOYANCY)
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CLOSED CELL SOLID PLASTIC FOAM FLOTATION (6" DIA. EQUIV.) (12 LBS. PER FT. BUOYANCY)
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18 OZ. NYLON REINFORCED PVC FABRIC (300 PSI TEST) WITH LACING GROMMETS
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1/4" GALVANIZED CHAIN
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5/16" GALVANIZED CHAIN
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5/8" POLYPRO ROPE (600 LB. BREAKING STRENGTH)
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POST (OPTIONS: 2" X 4" OR 2-1/2" MIN. DIA. WOOD; STEEL 1.33 LBS/FT. MIN.)
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18 OZ. NYLON REINFORCED PVC FABRIC (300 PSI TEST)
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NOTICE: COMPONENTS OF TYPES I AND II MAY BE SIMILAR OR IDENTICAL TO PROPRIETARY DESIGNS. ANY INFRINGEMENT ON THE PROPRIETARY RIGHTS OF THE DESIGNER SHALL BE THE SOLE RESPONSIBILITY OF THE USER. SUBSTITUTIONS FOR TYPES I AND II SHALL BE AS APPROVED BY THE ENGINEER.
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NOTES: D =5' STD. (SINGLE PANEL FOR DEPTHS 5' OR LESS). D =5' STD. (ADDITIONAL PANEL FOR DEPTHS > 5'). CURTAIN TO REACH BOTTOM UP TO DEPTHS OF 10 FEET. TWO (2) PANELS TO BE USED FOR DEPTHS GREATER THAN 10 FEET UNLESS SPECIAL DEPTH CURTAINS SPECIFICALLY CALLED FOR IN THE PLANS OR AS DETERMINED BY THE ENGINEER.
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SHORE LINE
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SHORE LINE
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LIMITS OF CONST.
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LIMITS OF CONST.
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SHORE LINE
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STRUCTURE ALIGNMENT
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PROPOSED TOE OF SLOPE
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1. TURBIDITY BARRIERS ARE TO BE USED IN ALL PERMANENT BODIES OF WATER REGARDLESS OF WATER DEPTH. 2. NUMBER AND SPACING OF ANCHORS DEPENDENT ON CURRENT VELOCITIES. 3. DEPLOYMENT OF BARRIER AROUND PILE LOCATIONS MAY VARY TO ACCOMMODATE CONSTRUCTION OPERATIONS. 4. NAVIGATION MAY REQUIRE SEGMENTING BARRIER DURING CONSTRUCTION OPERATIONS. 5. FOR ADDITIONAL INFORMATION SEE SECTION 104 OF THE STANDARD SPECIFICATIONS.
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BINDING WIRE OR TWINE
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STAKED AND ENTRENCHED STRAW BALE
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FLOW
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FIBERTEX (OR APPROVED EQUAL) MATERIAL ATTACHED TO WIRE FENCE
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2" x 4" OR 3" TREATED TIMBER POST @ 6 FT. O.C. (TYP.)
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WIRE FENCE
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TOE OF FABRIC
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COMPACTED SOIL
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SILT FENCE W/HAYBALES DETAIL
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N.T.S.
Page 13: CONSTRUCTION PLANS FIDELIS COMMUNITY PARK

GENERAL NOTES FOR SOIL EROSION AND SEDIMENT CONTROL:

1. ALL EROSION AND SEDIMENT CONTROL PRACTICES TO BE INSTALLED PRIOR TO ANY MAJOR SOIL DISTURBANCE, OR IN THEIR PROPER SEQUENCE, AND MAINTAINED UNTIL PERMANENT PROTECTION IS ESTABLISHED.

2. ANY DISTURBED AREAS THAT WILL BE LEFT EXPOSED MORE THAN 30 DAYS, AND NOT SUBJECT TO CONSTRUCTION TRAFFIC, WILL IMMEDIATELY RECEIVE A TEMPORARY SEEDING. IF THE SEASON PREVENTS THE ESTABLISHMENT OF A TEMPORARY COVER, THE DISTURBED AREAS WILL BE MULCHED WITH STRAW, OR EQUIVALEINT MATERIAL, AT A RATE OF TWO (2) TONS PER ACRE, ACCORDING TO STATE STANDARDS.

3. PERMANENT VEGETATION TO BE SODDED ON ALL EXPOSED AREAS WITHIN TIEN (10) DAYS AFTER GRADING. MULCH TO BE USED AS NECESSARY FOR PROTECTION UNTIL SEEDING IS ESTABLISHED.

4. ALL WORK AND MATERIALS TO BE IN ACCORDANCE WITH THE FOOT "STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION", LATEST EDITION, SECTIONS 104, 570 AND 981 TO 987.

'5. IMMEDIATELY FOLLOWING INITIAL DISTURBANCE OR ROUGH GRADING, ALL CRITICAL AREAS SUBJECT TO EROSION (I.E. STEEP SLOPES AND ROACWAY EMBANKMENTS) WILL RECEIVE A TEMPORARY SEEDING IN COMBINATION WITH STRAW MULCH OR A SUITABLE EQUIVALENT, AT A THICKNESS OF TWO (2) TO FOUR (4) INCHES MIXED WITH THE TOP TWO (2) INCHES OF SOIL, ACCORDING TO STATE STANDARDS.

•6. ANY STEEP SLOPES RECEIVING PIPELINE INSTALLATION WILL BE BACKFILLED AND STABILIZED DAILY, AS THE INSTALLATION PROCEEDS (I.E. SLOPES GREATER THAN 3:1).

7. UNFILTERED DEWATERING IS NOT PERMITTED. THE CONTRACTOR SHALL TAKE ALL NECESSARY PRECAUTIONS DURING ALL DEWATERING OPERATIONS TO MINIMIZE SEDIMENT TRANSFER.

8. SHOULD THE CONTROL OF DUST AT THE SITE BE NECESSARY, THE SITE WILL BE SPRINKLED UNTIL THE SURFACE IS WET, TEMPORARY VEGETATION COVER SHALL BE ESTABLISHED OR MULCH SHALL BE APPLIED IN ACCORDANCE WITH STATE STANDARDS FOR EROSION CONTROL

9. ALL SOIL WASHED, DROPPED, SPILLED OR TRACKED OUTSIDE THE LIMIT DF DISTURBANCE OR ONTO PUBLIC RIGHTS-OF-WAY WILL BE REMOVED IMMEDIATELY.

10. ALL SOIL STOCKPILES ARE TO BE TEMPORARILY STABILIZED IN ACCORDANCE WITH SOIL EROSION AND SEDIMENT CONTROL NOTE NUMBER 2 {ABOVE).

11. ALL SEDIMENTATION STRUCTURES SHALL BE INSPECTED AND MAINTAINED REGULARLY.

12. THE CONTRACTOR SHALL PREPARE A PLAN FOR THE PROPER DEWATERING AND DOWNSTREAM SILTATION PROTECTION OF EACH STREAM CROSSING PRIOR TO EXCAVATING THE STREAM BED. PLAN SHALL BE FORWARDED TO THE ENGINEER FOR APPROVAL. THE ENGINEER SHALL BE NOTIFIED FOR INSPECTION PRIOR TO EACH STREAM CROSSING CONSTRUCTION.

13. ANY AREAS USED FOR THE CONTRACTOR'S STAGING, INCLUDING BUT NOT LIMITED TO, TEMPORARY STORAGE OF STOCKPILED MATERIALS (E.G. CRUSHED STONE, QUARRY PROCESS STONE, SELECT FILL, EXCAVATED MATERIALS, ETC.), SHALL BE ENTIRELY PROTECTED BY A SILT FENCE ALONG THE LOW ELEVATION SIDE TO CONTROL SEDIMENT RUNOFF.

' WHERE APPLICABLE

TEMPORARY SEEDING DETAILS

SEED BED PREPARATION SOIL TO BE THOROUGHLY PULVERIZED BY OISK-HARROWING AND BE LOOSE AND REASONABLY SMOOTH. APPLY FERTILIZER AT A RATE OF 260 LBS/ACRE OF 16-16-16 OR EQUIVALENT, APPLY DOLOMITIC LIMESTONE AT A RATE OF 800 TO 1000 LBS/ACRE TO PROVIDE A SOIL pH OF 5.5 TO 6.5, LIME & FERTILIZER TO BE WORKED INTO THE TOPSOIL TO A DEPTH OF 4". ADD SANDY LOAM TOPSOIL TO A MINIMUM OF TWO (2) INCHES WHERE DIRECTED BY ENGINEER.

SEED MIXTURE CONSISTING OF ANNUAL RYE (LOLIUM MULTIFLORUM) AT A RATE OF 174 LBS/ACRE.

SODDING

SOD SHALL BE WELL ROOT MATTED CENTIPEDE OR BAHIA GRASS OR SHALL BE LIKE IN KIND TO EXISTING AS DIRECTED BY ENGINEER, COMMERCIALLY CUT TO A MINIMUM DIMENSION OF 12" x 24 • A MAXIMUM OF 72 HOURS PRIOR TO PLACEMENT. SOD SHALL BE LIVE, FRESH, AND UNINJURED, REASONABLY FREE OF WEEDS AND OTHER GRASSES, WITH A HEAVY SOIL MAT ADHERING TO THE ROOT SYSTEM. SOD SHALL BE GROWN, CUT, AND SUPPLIED BY A STATE CERTIFIED GROWER.

TRAFFIC CONTROL STANDARDS

1. CONSTRUCTION TRAFFlC SHALL BE RESTRICTED TO ONSITE ACCESS BY MEANS SO DESIGNATED BY THE ENGINEER, COUNTY, AND/OR THE FLORIDA DEPARTMENT OF TRANSPORTATION.

2. TRAFFIC DURING WET WEATHER SHALL BE MINIMIZED AND APPROPRIATE ROADWAY AND SITE CLEAN-UP SHALL BE PROVIDED BY THE CONTRACTOR AS SOON AS WEATHER CONDITIONS PERMIT.

TREIE PROTECTION

1. ALL DAMAGED ROOTS ARE TO BE EXPOSED TO SOUND TISSUE AND SEVERED CLEANLY. (NOT TORN) ROOTS SHALL BE PRUNED TO A DEPTH OF 18 INCHES BELOW THE EXISTING GRADE OR TO THE DEPTH OF DISTURBANCE IF LESS THAN 18 INCHES FROM THE EXISTING GRADE.

2. TREE LIMB REMOVAL WHERE NECESSARY, SHOULD BE PERFORMED TO CURRENT ARBORICULTURAL STANDARDS LEAVING THE BRANCH COLLAIR INTACT ON THE TREE.

3. FOR TREE'S VIABILITY NO UNNECESSARY CLEARING BY HEAVY EQUIPMENT SHOULD HAPPEN UNDER THE DRIPLINE OF PROTECTED TREES TO REMAIN ON THE SITE. STORAGE OF HEAVY EQUIPMENT SHALL NOT OCCUR UNDER THE DRIPLINE OF PROTECTED TREES ON SITE.

DUST CONTROL

1. ALL AREAS OF CLEARING AND EMBANKMENT AS WELL AS CONSTRUCTION HAUL ROADS SHALL BE TREATED AND MAINTAINED IN SUCH A MANNER AS TO MINIMIZE ANY DUST GENERATION.

2. DISTURBED AREAS SHALL BE MAINTAINED IN A ROUGH GRADED CONDITION AND TEMPORARILY SEIEDED AND/OR MULCHED UNTIL PROPER WEATHER CONDITIONS EXIST FOR THE ESTABLISHMENT OF PERMANENT VEGETATION COVER.

3. IN EVENT OF EMERGENCY CONDITIONS, TILLAGE WILL BE SATISFACTORY FREE BEFORE SOIL BLOWING STARTS.

4. CALCIUM CHLORIDE MAY BE APPLIED TO UNPAVED ROADWAY AREAS, ONLY, SUBJECT TO THE ENGINEER'S APPROVAL AND CONFORMANCE WITH FlDOT STANDARD SPECIFICATIONS, SECTION 102-5, LATEST EDITION.

PROPOSED SEQUENCE OF CONSTRUCTION

THIS PROJECT SHALL CONSIST OF THE CONSTRUCTION OF PROPOSED IMPROVEMENTS BY THE CONTRACTOR WITHIN COUNTY RIGHTS OF WAY. THE CONSTRUCTION SHOULD PROCEED IN THE FOLLOWING MANNER:

1. INSTALLATION OF ALL SEDIMENT AND EROSION CONTROL DEVICES THAT CAN BE PLACED PRIOR TO ANY MAJOR SOIL DISTURBANCES.

2. CLEAR AND REMOVE ALL EXISTING VEGETATION IN THOSE AREAS WHERE NECESSARY. ALL REMAINING VEGETATION TO BE PROPERLY PROTECTED AND TO REMAIN IN ITS NATURAL STATE.

3. INITIATE CONSTRUCTION OF PROPOSED IMPROVEMENTS.

4. UPON COMPLETION OF CONSTRUCTION ACTMTIES, PROVIDE RESTORATION, FINE GRADE REMAINDER OF SITE, AND STABILIZE WITH SOD.

5. REMOVAL OF APPROPRIATE TEMPORARY SEDIMENT AND EROSION CONTROL DEVICES.

j ,J ., v,

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I I I

2"x4" PRESSURE TREATIED STAKES

~ ' \)

1''x4" PRESSURE ,./"' TR EA TED R Al LS _.,..,,---

TREE BARRICADE SHALL BE IN PLACE AT THE OUTER EDGE OF THE DRIP LINE OF THE TREE

PRIOR TO Alff u\NDSCAPE DIST\JRBANCE.

FIBERTEX (OR APPROVED EQUAL) MATERIAL ATTACHED

TO WIRE FENCE

N.T.S.

2" x 4" OR 3"ol TREATED TIMBER POST O 6 FT. O.C. (TYP.)

WIRE FENCE

COMPACTED SOIL

BINDING WIRE OR TWINE

N.T.S.

STAKED AND ENTRENCHED

COMPACTED SOIL TO PREVENT PIPING

\

HAY BALE

~--+--+---i TOE OF FABRIC

111-~11: ,~,i-· ~Ill 1 11- I I- 1 '_ 1 I 1=- -

11 1 I, -

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N.T.S.

w z o" ., C

~i 0 0:: ,~--;,- --

_J_ " " I j " II I -~ ---- - 1, -Li_::,_

I. --;- ;;-;; . ~ -~~}

As Required--...___ v,_ _ -~ _'_' 50' On Centers ( Typ. ) - ~. I .. II Ii II II: I ,~_/J"._ ~ ,_ -

Anchor Boles With 2 - 2" X 211 X 4' Stokes Per Bole.

PLAN

ELEVATION TO BE USED AT SELECTED SITES WHERE THE NATURAL GROUND SLOPES TOWARD THE TOE OF SLOPE

Boles To Butt

PLAN

Anchor Boles With 2 - 2" X 2" X 4' Stokes Per Bole.

Loose Soil Placed By Shovel And Lightly Compacted Along The

/ Upstream Edge Of Bales.

-ml;~-~~'-- Fill Slope

ELEVATION TO BE USED AT SELECTED SITES WHERE THE NATURAL GROUND SLOPES AWAY FROM THE TOE OF SLOPE

J I Sod

POST OPTIONS: WOOD 2 1 /2" MIN.ol WOOD 2•x4• OAK 1 1/2")(1 1/2" STEEL 1.33 LBS/FT. MIN.

6' MAX.

OPTIONAL POST POSITIONS

FILTER FABRIC (IN CONFORMANCE WITH SEC. 985 FlDOT SPEC.) . ~--FILTER FABRIC

w "' 0

"' "' 0 .,.,

00

I :z ':o :i • "' -

TYPE Ill SILT FENCE

ELEVATION SECTION

y

TYPE Ill SILT FENCE PROTECTION AROUND DITCH BOTTOM INLETS.

DO NOT DEPLOY IN A MANNER THAT SILT FENCES WILL ACT AS A DAM ACROSS PERMANENT FLOWING WATERCOURSES. SILT FENCES ARE TO BE USED AT UPLAND LOCATIONS AND TURBIDITY BARRIERS USED AT PERMANENT BODIES OF WATER.

5' Min.

II "".c.."'_11_,~_ll_.l"_~,1111,1111

PLAN

Rail Post

1 i

5' Typ.

Woven Filter Fabric In Absence Of Established Gross (Approx. 12' x 12'). Secure Edges By Entrenching And Extend Under Bogs and Boles. Fabric Sholl Meet The Requirements Of Section 985 Of The Standard Specifications. Cost Of Fabric To Be Included In The Contract Unit Price For Baled Hay Or Straw, TN. -----'1

Loose Soil Placed By Shovel And Lightly Compacted Along The Upstream Edge Of Boles.

1' Min. Recommended

PLAN

___,..-SILT FLOW

TYPE Ill SILT FENCE

Loose Soil Placed By Shovel And Lightly Compacted Along The Upstream Edge Of Bales.

' ___i

1' Min. Recommended

Anchor Lower Boles With 2 - 2"x2"x4' Stokes Per Bole. Anchor Top Bales To Lower Boles W~h 2 - 2"x2"x4' Stokes Per Bole.

Anchor Boles With 2 - 2"x2"x4' Stokes Per Bole

ELEVATION ELEVATION Application and Spocing: The use of Types I & II bole barriers should be limited to the

conditions outlined in Chart I, Sheet 1 of 3, Index No. 102

TYPE IT TYPE I

r NO. 5 STEEL BAR TWO PER BALE

ANCHOR PINS s

.'<cc:--~---

K~.,~1 • • I• •I• • I• • I• ... • ~ 1 ?m • 'I ?r " _ 1,i:, I I

,.! -~1 PLAN

Anchor Boles With

Loose Soil Placed By Shovel And Lightly Compacted Along Upstream Edge Of Boles.

• -• \__STOCKPILE OF

eoooe_7 • -'1'X11:1

2 - 2" X 2" X 4'

Stokes Per Bole. ~-. R .1 ~Post (- - _a,\_ ~ I -- - - - - - - ' ~ '4- I ~\ ;,-- 1' Min. Recommended

ELEVATION Spacing: Bole barriers for paved d~ches should be spaced in accordance with

Chart l,:Sheet 1 of 3, Index No. 102

~,,,. .. ,,-~ Note: Boles to be stoked at the _ __ direction of the Engineer.

-- ----- -- - --- .-,·

Loose Soil Placed By Shovel And Lightly Compacted Along Upstream Face Of Boles. PARTIAL INLET

'' I

• ,1 i' 1'i I ..... ! • ' ~- ',

I' r: 1 I· ! (: 11

• " -~' I • ' • ' .> -

• •I• • I• • I• • I• . ,. • I'~~-'~~~~

~ HAY BALES

MATERIAL STOCKPILE DETAIL N.T.S.

Sidewalk 7

0

Curb & Gutter

COMPLETED INLET

Anchor Bales With 2 - 2" x 2" x 4' Stakes Per Bole.

Ditch-Curb & Gutter

DITCH BOTTOM

- Ditch

INLET

M M MOTT

MACDONALD

TYPE III SILT FENCE

SILT FENCE APPLICATIONS

TREE BARRICADE

BARRIERS FOR FILL SLOPES BARRIER FOR UNPAVED DITCHES

SILT FENCE DETAIL

Rev Date Drawn Description Ch’k’d App’d

Mott MacDonald Florida, LLC. 220 West Garden Street Suite 700 Pensacola, FL 32502 United States of America T +1 (850) 484 6011 www.mottmac.com/americas

Architects Engineers Surveyors AA - C0000035 EB - 0000155 LB - 0006783

Client

Title

Rev Date Drawn Description Ch’k’d App’d

Client

Title

FIDELIS COMMUNITY PARK PROPOSED AMENITIES EROSION CONTROL DETAILS

Project Number

404056 B/O Total

Designed K. MORGAN Eng check S. WHITE

Drawn G. EDWARDS Coordination

Dwg check

Scale at ANSI D

NTS Status

PRE

Approved

Rev

P1 Security

STD Drawing Number

Use

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974

Tim

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BARRIER FOR PAVED DITCH

DETAIL OF PROPERLY INSTALLED HAY BALE

BALES BACKED BY FENCE PROTECTION AROUND INLETS OR SIMILAR STRUCTURES

BID SET

Project Number B/O Total

Designed Eng check

Drawn Coordination

Dwg check Approved

Scale at ANSI D Status Rev Security

Drawing Number

C-010 © Mott MacDonald This document is issued for the party which commisioned it and for specific purposed connected with the captioned project only. It should not be relied upon by any other party or used for any other purpose We accept no responsibility for the consequences of this document being relied upon by any other party, or being used for any other purpose, or containing any error or omission which is due to an error or omission in data supplied to us by other parties.

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6"
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NATURAL GROUND SLOPES AWAY FROM THE TOE OF SLOPE
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TO BE USED AT SELECTED SITES WHERE THE
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ELEVATION
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Bales To Butt
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6' Min.
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PLAN
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Flow
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Anchor Bales With
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2 - 2" x 2" x 4'
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Stakes Per Bale.
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Shovel And Lightly
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Loose Soil Placed By
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Compacted Along The
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Upstream Edge Of Bales.
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Fill Slope
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Flow
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NATURAL GROUND SLOPES TOWARD THE TOE OF SLOPE
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TO BE USED AT SELECTED SITES WHERE THE
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ELEVATION
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As Required
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Stakes Per Bale.
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Anchor Bales With
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2 - 2" x 2" x 4'
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PLAN
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Swale
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Fill Slope
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50' On Centers ( Typ. )
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Overlap Ends
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N.T.S.
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COMPACTED SOIL
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FLOW
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FILTERED RUNOFF
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BINDING WIRE OR TWINE
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N.T.S.
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MATERIAL ATTACHED
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FIBERTEX (OR
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APPROVED EQUAL)
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TO WIRE FENCE
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STAKED AND ENTRENCHED
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HAY BALE
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SEDIMENT LADEN RUNOFF
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TOE OF FABRIC
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COMPACTED SOIL TO
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PREVENT PIPING
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Type A Or B Fence
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Lightly Compacted Along Upstream
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Loose Soil Placed By Shovel And
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direction of the Engineer.
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Note: Bales to be staked at the
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Face Of Bales.
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PLAN
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PLAN
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DITCH BOTTOM INLET
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Anchor Bales With 2 - 2" x 2" x 4'
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%%UMATERIAL STOCKPILE DETAIL
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Anchor Bales With 2 - 2"x2"x4' Stakes Per Bale
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1' Min. Recommended
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PARTIAL INLET
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Apron
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Riser
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Open
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COMPLETED INLET
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Curb & Gutter
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Sidewalk
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Curb & Gutter
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Stakes Per Bale.
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Ditch
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Chart I, Sheet 1 of 3, Index No. 102
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Spacing: Bale barriers for paved ditches should be spaced in accordance with
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Chart I, Sheet 1 of 3, Index No. 102
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ELEVATION
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TYPE II
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ELEVATION
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Application and Spacing: The use of Types I & II bale barriers should be limited to the
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Anchor Top Bales To Lower Bales With 2 - 2"x2"x4'
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Anchor Lower Bales With 2 - 2"x2"x4' Stakes Per Bale.
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Anchor Bales With
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Stakes Per Bale.
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2 - 2" x 2" x 4'
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Rail
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Sod
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6"
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WIRE FENCE
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TOE OF FABRIC
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Stakes Per Bale.
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Rail
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Compacted Along Upstream
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Loose Soil Placed By
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1' Min. Recommended
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Edge Of Bales.
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Post
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Flow
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PLAN
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Sod
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Shovel And Lightly
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conditions outlined in Chart I, Sheet 1 of 3, Index No. 102
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1' Min. Recommended
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5' Typ.
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Post
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TYPE I
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ELEVATION
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5' Typ.
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Ditch
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N.T.S.
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NO. 5 STEEL BARS
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HAY BALES
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ERODIBLE MATERIAL
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STOCKPILE OF
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TWO PER BALE
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ANCHOR PINS
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FILTER FABRIC
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SILT FLOW
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DO NOT DEPLOY IN A MANNER THAT SILT FENCES WILL ACT AS A DAM ACROSS PERMANENT FLOWING
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WATERCOURSES. SILT FENCES ARE TO BE USED AT UPLAND LOCATIONS AND TURBIDITY BARRIERS
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SILT FENCE
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USED AT PERMANENT BODIES OF WATER.
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2" x 4" OR 3"%%c TREATED TIMBER
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POST @ 6 FT. O.C. (TYP.)
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Sand Bags
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5' Min.
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SILT FLOW
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TYPE III
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Section 985 Of The Standard
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Specifications. Cost Of Fabric To Be
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For Baled Hay Or Straw, TN.
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Included In The Contract Unit Price
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Compacted Along The Upstream Edge
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Loose Soil Placed By Shovel And Lightly
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Extend Under Bags and Bales. Fabric
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Secure Edges By Entrenching And
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Established Grass (Approx. 12' x 12').
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Woven Filter Fabric In Absence Of
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Shall Meet The Requirements Of
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Of Bales.
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Flow
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Flow
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AROUND DITCH BOTTOM INLETS.
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TYPE III SILT FENCE
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PROTECTION
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STEEL 1.33 LBS/FT. MIN.
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WOOD 2"X4"
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OAK 1 1/2"X1 1/2"
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12" MIN.
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3' OR MORE
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15"-18"
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8"
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WOOD 2 1/2" MIN.%%c
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POST OPTIONS:
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OPTIONAL POST POSITIONS
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ELEVATION
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6' MAX.
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VERTICAL
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SECTION
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SEC. 985 FDOT SPEC.)
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FILTER FABRIC (IN
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CONFORMANCE WITH
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20
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TYPE III SILT FENCE
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SILT FLOW
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(CANTED 20 TOWARD FLOW)
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PRINCIPLE POST POSITION
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TREE BARRICADE SHALL BE IN PLACE AT THE
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OUTER EDGE OF THE DRIP LINE OF THE TREE
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PRIOR TO ANY LANDSCAPE DISTURBANCE.
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DRIPLINE
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DRIPLINE
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N.T.S.
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2"x4" PRESSURE TREATED STAKES
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1"x4" PRESSURE TREATED RAILS
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Loose Soil Placed By Shovel And Lightly Compacted Along The Upstream Edge Of Bales.
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IS ESTABLISHED.
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PROTECTION IS ESTABLISHED.
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ACRE, ACCORDING TO STATE STANDARDS.
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GENERAL NOTES FOR SOIL EROSION AND SEDIMENT CONTROL:
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TO 987.
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ACCORDING TO STATE STANDARDS.
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DAILY, AS THE INSTALLATION PROCEEDS (I.E. SLOPES GREATER THAN 3:1).
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* WHERE APPLICABLE
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13. ANY AREAS USED FOR THE CONTRACTOR'S STAGING, INCLUDING BUT NOT
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SIDE TO CONTROL SEDIMENT RUNOFF.
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EROSION AND SEDIMENT CONTROL NOTE NUMBER 2 (ABOVE).
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ONTO PUBLIC RIGHTS-OF-WAY WILL BE REMOVED IMMEDIATELY.
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SHALL BE ENTIRELY PROTECTED BY A SILT FENCE ALONG THE LOW ELEVATION
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STONE, QUARRY PROCESS STONE, SELECT FILL, EXCAVATED MATERIALS, ETC.),
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LIMITED TO, TEMPORARY STORAGE OF STOCKPILED MATERIALS (E.G. CRUSHED
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PLAN SHALL BE FORWARDED TO THE ENGINEER FOR APPROVAL. THE ENGINEER SHALL BE
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SILTATION PROTECTION OF EACH STREAM CROSSING PRIOR TO EXCAVATING THE STREAM BED.
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12. THE CONTRACTOR SHALL PREPARE A PLAN FOR THE PROPER DEWATERING AND DOWNSTREAM
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11. ALL SEDIMENTATION STRUCTURES SHALL BE INSPECTED AND MAINTAINED REGULARLY.
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10. ALL SOIL STOCKPILES ARE TO BE TEMPORARILY STABILIZED IN ACCORDANCE WITH SOIL
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9. ALL SOIL WASHED, DROPPED, SPILLED OR TRACKED OUTSIDE THE LIMIT OF DISTURBANCE OR
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MULCH SHALL BE APPLIED IN ACCORDANCE WITH STATE STANDARDS FOR EROSION CONTROL.
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UNTIL THE SURFACE IS WET, TEMPORARY VEGETATION COVER SHALL BE ESTABLISHED OR
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8. SHOULD THE CONTROL OF DUST AT THE SITE BE NECESSARY, THE SITE WILL BE SPRINKLED
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7. UNFILTERED DEWATERING IS NOT PERMITTED. THE CONTRACTOR SHALL TAKE ALL NECESSARY
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*6. ANY STEEP SLOPES RECEIVING PIPELINE INSTALLATION WILL BE BACKFILLED AND STABILIZED
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THICKNESS OF TWO (2) TO FOUR (4) INCHES MIXED WITH THE TOP TWO (2) INCHES OF SOIL,
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TEMPORARY SEEDING IN COMBINATION WITH STRAW MULCH OR A SUITABLE EQUIVALENT, AT A
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SUBJECT TO EROSION (I.E. STEEP SLOPES AND ROADWAY EMBANKMENTS) WILL RECEIVE A
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*5. IMMEDIATELY FOLLOWING INITIAL DISTURBANCE OR ROUGH GRADING, ALL CRITICAL AREAS
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4. ALL WORK AND MATERIALS TO BE IN ACCORDANCE WITH THE FDOT "STANDARD SPECIFICATIONS
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DAYS AFTER GRADING. MULCH TO BE USED AS NECESSARY FOR PROTECTION UNTIL SEEDING
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3. PERMANENT VEGETATION TO BE SODDED ON ALL EXPOSED AREAS WITHIN TEN (10)
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WILL BE MULCHED WITH STRAW, OR EQUIVALENT MATERIAL, AT A RATE OF TWO (2) TONS PER
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SEASON PREVENTS THE ESTABLISHMENT OF A TEMPORARY COVER, THE DISTURBED AREAS
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TO CONSTRUCTION TRAFFIC, WILL IMMEDIATELY RECEIVE A TEMPORARY SEEDING. IF THE
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2. ANY DISTURBED AREAS THAT WILL BE LEFT EXPOSED MORE THAN 30 DAYS, AND NOT SUBJECT
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SOIL DISTURBANCE, OR IN THEIR PROPER SEQUENCE, AND MAINTAINED UNTIL PERMANENT
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1. ALL EROSION AND SEDIMENT CONTROL PRACTICES TO BE INSTALLED PRIOR TO ANY MAJOR
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NOTIFIED FOR INSPECTION PRIOR TO EACH STREAM CROSSING CONSTRUCTION.
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PRECAUTIONS DURING ALL DEWATERING OPERATIONS TO MINIMIZE SEDIMENT TRANSFER.
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FOR ROAD AND BRIDGE CONSTRUCTION", LATEST EDITION, SECTIONS 104, 570 AND 981
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TREE PROTECTION
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TRAFFIC CONTROL STANDARDS
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DUST CONTROL
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BLOWING STARTS.
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102-5, LATEST EDITION.
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PROPOSED SEQUENCE OF CONSTRUCTION
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ESTABLISHMENT OF PERMANENT VEGETATION COVER.
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STATE.
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REMAINDER OF SITE, AND STABILIZE WITH SOD.
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3. INITIATE CONSTRUCTION OF PROPOSED IMPROVEMENTS.
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PRIOR TO ANY MAJOR SOIL DISTURBANCES.
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5. REMOVAL OF APPROPRIATE TEMPORARY SEDIMENT AND EROSION CONTROL DEVICES.
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4. UPON COMPLETION OF CONSTRUCTION ACTIVITIES, PROVIDE RESTORATION, FINE GRADE
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REMAINING VEGETATION TO BE PROPERLY PROTECTED AND TO REMAIN IN ITS NATURAL
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2. CLEAR AND REMOVE ALL EXISTING VEGETATION IN THOSE AREAS WHERE NECESSARY. ALL
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1. INSTALLATION OF ALL SEDIMENT AND EROSION CONTROL DEVICES THAT CAN BE PLACED
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IN THE FOLLOWING MANNER:
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BY THE CONTRACTOR WITHIN COUNTY RIGHTS OF WAY. THE CONSTRUCTION SHOULD PROCEED
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THIS PROJECT SHALL CONSIST OF THE CONSTRUCTION OF PROPOSED IMPROVEMENTS
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3. IN EVENT OF EMERGENCY CONDITIONS, TILLAGE WILL BE SATISFACTORY FREE BEFORE SOIL
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SEEDED AND/OR MULCHED UNTIL PROPER WEATHER CONDITIONS EXIST FOR THE
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2. DISTURBED AREAS SHALL BE MAINTAINED IN A ROUGH GRADED CONDITION AND TEMPORARILY
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BE TREATED AND MAINTAINED IN SUCH A MANNER AS TO MINIMIZE ANY DUST GENERATION.
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1. ALL AREAS OF CLEARING AND EMBANKMENT AS WELL AS CONSTRUCTION HAUL ROADS SHALL
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CLEAN-UP SHALL BE PROVIDED BY THE CONTRACTOR AS SOON AS WEATHER CONDITIONS PERMIT.
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2. TRAFFIC DURING WET WEATHER SHALL BE MINIMIZED AND APPROPRIATE ROADWAY AND SITE
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BY THE ENGINEER, COUNTY, AND/OR THE FLORIDA DEPARTMENT OF TRANSPORTATION.
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1. CONSTRUCTION TRAFFIC SHALL BE RESTRICTED TO ONSITE ACCESS BY MEANS SO DESIGNATED
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4. CALCIUM CHLORIDE MAY BE APPLIED TO UNPAVED ROADWAY AREAS, ONLY, SUBJECT TO THE
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ENGINEER'S APPROVAL AND CONFORMANCE WITH FDOT STANDARD SPECIFICATIONS, SECTION
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ROOT SYSTEM. SOD SHALL BE GROWN, CUT, AND SUPPLIED BY A STATE CERTIFIED GROWER.
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REASONABLY FREE OF WEEDS AND OTHER GRASSES, WITH A HEAVY SOIL MAT ADHERING TO THE
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SOD SHALL BE WELL ROOT MATTED CENTIPEDE OR BAHIA GRASS OR SHALL BE LIKE IN KIND TO
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6.5, LIME & FERTILIZER TO BE WORKED INTO THE TOPSOIL TO A DEPTH OF 4". ADD SANDY LOAM
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SOIL TO BE THOROUGHLY PULVERIZED BY DISK-HARROWING AND BE LOOSE AND REASONABLY
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DOLOMITIC LIMESTONE AT A RATE OF 800 TO 1000 LBS./ACRE TO PROVIDE A SOIL pH OF 5.5 TO
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CONSISTING OF ANNUAL RYE (LOLIUM MULTIFLORUM) AT A RATE OF 174 LBS/ACRE.
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SMOOTH. APPLY FERTILIZER AT A RATE OF 260 LBS/ACRE OF 16-16-16 OR EQUIVALENT, APPLY
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SODDING
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TOPSOIL TO A MINIMUM OF TWO (2) INCHES WHERE DIRECTED BY ENGINEER.
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TEMPORARY SEEDING DETAILS
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SEED BED PREPARATION
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SEED MIXTURE
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A MAXIMUM OF 72 HOURS PRIOR TO PLACEMENT. SOD SHALL BE LIVE, FRESH, AND UNINJURED,
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EXISTING AS DIRECTED BY ENGINEER, COMMERCIALLY CUT TO A MINIMUM DIMENSION OF 12" x 24"
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1. ALL DAMAGED ROOTS ARE TO BE EXPOSED TO SOUND TISSUE AND SEVERED CLEANLY. (NOT TORN) ROOTS SHALL BE PRUNED TO A DEPTH OF 18 INCHES BELOW THE EXISTING GRADE OR TO THE DEPTH OF DISTURBANCE IF LESS THAN 18 INCHES FROM THE EXISTING GRADE. 2. TREE LIMB REMOVAL, WHERE NECESSARY, SHOULD BE PERFORMED TO CURRENT ARBORICULTURAL STANDARDS LEAVING THE BRANCH COLLAR INTACT ON THE TREE. 3. FOR TREE'S VIABILITY NO UNNECESSARY CLEARING BY HEAVY EQUIPMENT SHOULD HAPPEN UNDER THE DRIPLINE OF PROTECTED TREES TO REMAIN ON THE SITE. STORAGE OF HEAVY EQUIPMENT SHALL NOT OCCUR UNDER THE DRIPLINE OF PROTECTED TREES ON SITE.
Page 14: CONSTRUCTION PLANS FIDELIS COMMUNITY PARK

12" 8' --------! I------- 7'-4" ------1-~-1

, ,

L ... ----------H AND R Al L HANDRAIL~

ST AIR DETAILS N.T.S.

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36"- I- 36"- ---

BLEACHERS SHADING DETAIL N.T.S.

WIDTH AS NOTED ON PLANS NOT LESS THAN 5' ~

NOTE: CROSS SLOPE 2% TYPICAL, LONGITUDINAL SLOPE NOT TO EXCEED 5%

LIGHT BROOM STROKE FINISH /FINISH GRADE

/ y ' . . . .. . . . . . . .·. .. ~v . . . . . - ·• ~✓»

4 THICK FIBERGLASS / ~\/ ,/'.\/ /'. . / /'. .. / /'. . / /'. ~· / /'. 0»> REINFORCED CONC. WALK ''-/»>»'Y''-~'-....Y .. ,y .. -....Y ..... ~ -....»----~-

2500 PSI 28 DAY PCC // • / / ., / /

WALK SECTION 6" SAND CLAY BASE

..,.. _· ·_ .flf. ..:.:. _.,:___ ,_ ¼:__ t R=¼" I · 1/2" EXPA~~l~Nt

JOINT MATERIAL EXPANSION JOINTS 30' OC MAX. PROVIDE AT EVERY SIDEWALK INTERSECTION

HANDRAIL

FTP-26

EXPANSION JOINT

R=¼" t~---· · ~-.3~-- -· ·. ¼_" -· t 10' OC MAX OR ½ LENGTH OF WALK

CONSTRUCTION JOINT

5'-0" APART MAX.

DUMMY GROOVE

SIDEWALK DETAILS N.T.S.

• to

. -

3.3"

. 0

. -

3.8"

FTP-55 . l tol

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1'- 6"

2.5"

[ r 2.5"

11.4 3.3" 1'- 6"

-1.5" PARKING BY -1 .5"C

DISABLED =,·

1 .5"C

PERMIT =,·

1 .5"C

ONLY =,·

1 .5"C =1 .5"

10.4 3.8" 1'- o· .

-1.5" $ 160 FINE -i·c

-1· F.S. 318.14 =1·c

_1.5"

2.7•' 6.6' ' 2.7"

HANDICAP SIGN NO. FTP-26 &. 55

~- 6' LONG PRECAST CONC. EDGE OF PAVEMENT

2' -6" MIN. TO WHEELSTOP W/2-#4 BARS CONT. 5'-9" LONG

EDGE OF PAVEMENT

PARKING SURFACE AS SPECIFIED

2-#4 BARS THRU WHEEL­STOP & PVMT. MIN 18" LONG. ON CONC. P\IMT. USE EPOXY BONDING AGENT.

CONCRETE WHEELSTOP

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SWALE

CONCRETE SWALE DETAIL

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N.T.S.

j l.£ 3 s.f.

HANDICAPPED PAVEMENT SYMBOL

\HANDICAP SIGN \NO. FTP-26 & 55

CONCRETE WHEELSTOP

HANDICAPPED STRIPING

*HANDICAP PARKING SPACES & ACCESS AISLES SHALL HAVE A MAXIMUM GRADIENT OF 2.00% IN ANY DIRECTION

HANDICAP DETAIL

M MOTT M MACDONALD

\|/ \|/ \|/ \|/ \|/

OBJECT FREE AREA OBJECT FREE AREA (HANDICAP SEATING) (HANDICAP SEATING)

BLEACHERS (35'x12') BLEACHER SHADING (BID ALTERNATE)

OBJECT FREE AREA (SIDEWALK ACCESS)

(35'x12') BLEACHER SHADING (BID ALTERNATE)

BLEACHERS OBJECT FREE AREA OBJECT FREE AREA

(HANDICAP SEATING) (HANDICAP SEATING)

NOTE:

OBJECT FREE AREA - MINIMUM AREA TO REMAIN CLEAR OF OBSTRUCTIONS AND PROTRUSIONS (NO STRUCTURES, POLES ETC.) TO A MINIMUM HEIGHT OF 80". HANDICAP SEATING AREAS TO BE PROVIDED AT ALL BLEACHERS.

HANDRAIL NOTE: 1-1/2" TUBULAR RAILING SHALL COMPLY WITH SEC. 4.26 OF THE FLORIDA ACCESSIBILITY CODE

NOTE: STAIRS SHALL COMPLY WITH ALL REQUIREMENTS OF THE FLORIDA BUILDING CODE, CURRENT EDITION, FLORIDA ACCESSIBILTY CODE, SEC. 11-4.9.

USE OF PAVEMENT SYMBOL IN HANDICAPPED PARKING SPACES IS OPTIONAL, WHEN USED THE SYMBOL SHALL BE 3 OR 5 FT. HIGH AND WHITE IN COLOR.

N.T.S.

N.T.S.

NOTES

1. Top portion of FTP 26 shall have a reflective blue background with white reflective symbol and border.

2. Bottom portion shall have a reflective white background with black opaque legend and border.

3. FTP 55 shall have a reflective white background with black opaque legend and border.

4. Signs are to be mounted at standard height. (7' from pavment to bottom

of sign).

5. Sign column to be as per F.D.O.T. Standards, Index no's 11860 and 11865.

SIGN USED AS PER FLORIDA STATUTES

FTP 26 Per FS 316.1955, FS 316.1956

Rev Date Drawn Description Ch’k’d App’d

Mott MacDonald Florida, LLC. 220 West Garden Street Suite 700 Pensacola, FL 32502 United States of America T +1 (850) 484 6011 www.mottmac.com/americas

Architects Engineers Surveyors AA - C0000035 EB - 0000155 LB - 0006783

Client

Title

Rev Date Drawn Description Ch’k’d App’d

Client

Title

FIDELIS COMMUNITY PARK PROPOSED AMENITIES DETAILS

Project Number

404056 B/O Total

Designed K. MORGAN Eng check S. WHITE

Drawn G. EDWARDS Coordination

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Scale at ANSI D

NTS Status

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BID SET

© Mott MacDonald This document is issued for the party which commisioned it and for specific purposed connected with the captioned project only. It should not be relied upon by any other party or used for any other purpose We accept no responsibility for the consequences of this document being relied upon by any other party, or being used for any other purpose, or containing any error or omission which is due to an error or omission in data supplied to us by other parties.

N.T.S.

N.T.S.

Project Number B/O Total

Designed Eng check

Drawn Coordination

Dwg check Approved

Scale at ANSI D Status Rev Security

Drawing NumberDrawing Number N.T.S. C-011

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6" SAND CLAY BASE
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NOTE: CROSS SLOPE 2% TYPICAL, : CROSS SLOPE 2% TYPICAL, LONGITUDINAL SLOPE NOT TO EXCEED 5%
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LIGHT BROOM STROKE FINISH
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4" THICK FIBERGLASS REINFORCED CONC. WALK 2500 PSI 28 DAY PCC
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FINISH GRADE
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10' OC MAX OR 12LENGTH OF WALK
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5'-0" APART MAX.
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1/2" EXPANSION JOINT MATERIAL
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EXPANSION JOINTS 30' OC MAX. PROVIDE AT EVERY SIDEWALK INTERSECTION
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WALK SECTION
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CONSTRUCTION JOINT
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EXPANSION JOINT
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DUMMY GROOVE
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SIDEWALK DETAILS
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N.T.S.
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HANDICAP SIGN
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NO. FTP-26 & 55
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HANDICAP SIGN NO. FTP-26 & 55
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1.5"C
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1"
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1.5"C
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1.5"C
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1.5"C
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1.5"
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1"
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1"
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1.5"
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3.8"
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3.8"
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10.4"
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1'- 6"
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1'- 6"
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13"
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2.5"
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2.5"
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1'- 6"
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1'- 0"
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3.3"
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3.3"
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11.4"
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2.7"
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2.7"
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6.6"
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1'- 0"
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6"
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1.5"
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1.5"
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1"C
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1"
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1"C
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FTP-55
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FTP-26
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PARKING BY
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DISABLED
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PERMIT
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ONLY
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F.S. 318.14
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$ FINE
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PARKING BY DISABLED PERMIT ONLY
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$160 FINE F.S. 318.14
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PARKING BY DISABLED PERMIT ONLY
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$160 FINE F.S. 318.14
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*HANDICAP PARKING SPACES & ACCESS AISLES SHALL HAVE A MAXIMUM GRADIENT OF 2.00% IN ANY DIRECTION
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HANDICAP DETAIL
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BLUE
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WHITE
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WHITE
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BLUE
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PAVEMENT SYMBOL
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HANDICAPPED
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5'-0"
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4"
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5 s.f.
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3'-0"
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3 s.f.
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4"
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STRIPING
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EDGE OF PAVEMENT
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8"
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EDGE OF PAVEMENT
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CONCRETE WHEELSTOP
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2'-6" MIN. TO
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PARKING SURFACE AS
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BASE AS SPECIFIED
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USE EPOXY BONDING
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LONG. ON CONC. PVMT.
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STOP & PVMT. MIN 18"
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2-#4 BARS THRU WHEEL-
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AGENT.
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SPECIFIED
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6"
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CONT. 5'-9" LONG
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WHEELSTOP W/2-#4 BARS
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6' LONG PRECAST CONC.
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CONCRETE WHEELSTOP
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HANDICAPPED PAVEMENT SYMBOL
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HANDICAPPED STRIPING
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HANDICAPPED
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160
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STAIR DETAILS
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N.T.S.
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HANDRAIL
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HANDRAIL
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CONCRETE SWALE DETAIL
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N.T.S.
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3
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1
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3
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1
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SWALE
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2500 PSI CONCRETE SWALE
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BLEACHERS SHADING DETAIL
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N.T.S.
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HANDRAIL
Page 15: CONSTRUCTION PLANS FIDELIS COMMUNITY PARK

'

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60"

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T 34"-38" ~

34"-38" <27" -

"'-r 48" 7 (36" Min.) 3"

~ (2" Min. )

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(2" Min.) "----- I

HANDICAP RAMP W / RAILING DETAIL N.T.S.

f-6" 6'-0" (Max.} ~ Equal Panels Post Spacing (T yp.}

'

Aluminum Rails & Posts 2" NPS Schedule 40 or 2½"¢ x ¾s"

Varies (1'-o" Min.) (typ.)

NOTE: NPS = Nominal Pipe Size

Pedestrian Rail Spacings (Bicycle Rail Spacings)

ALUMINUM PIPE GUIDERAIL NOTES

GENERAL SPECIFICATIONS:

·e "' .. ~

(0 ~

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co

Ground Line

9•

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· Wall Round Tube (Typ.}

Rail Expansion

See Detail "B" (Typ.)

Retaining Wall or Thickened Edge of Sidewalk

Min. from free end of concrete, construction & expansion joints (Typ.)

f-o"

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Joint (T yp.) See Detail "c"

c--

Rail expansion joints to be located in panel above structure

expansion joints # (Typ.)

==:i

STRUCTURE EXPANSION JOINTS NOTE:

ELEVATION

Additional Rail For ~----+---,r Bicycle Facilities

~

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Aluminum Rails & Posts ~ 2" NPS Sch. 40 or 2½"¢ x ¾s" wall Round Tube (Typ.)

See Detail • A"

Slope ( away from dropoff) ~

I.,;_1:i-._.,_:0_1 .--'---,tr"'ir_i,..: r,_I.,._~"" .. --:~-i~-.e.,.:a..-l:, :\~

- '° I J j" • 1 Thickened Edge <>-N ~ ~ 9.. Varies (3' -o· Min.)

The Florida Department of Transportation "Standard Specifications for Road and Bridge Construction".

DESIGN LIVE LOADS: The Pedestrian Guiderail was tested by the FOOT Structural Research Center and found to resist an equivalent Service Loading of 50 lbs/ft acting simultaneously in the transverse and vertical direction when applied at the height of the Top Rail.

PAYMENT: Guiderail shall be paid for under the contract unit price for Pipe Guiderail (Aluminum), LF (Item No . 515-1-2). Payment for the Guiderail will be plan quantity measured as the length along the center line of the top rail, and includes rails, posts, pickets, rail splice assembly, base plates, anchor bolts, nuts, washers and all incidental materials and labor required to complete installation of the Guiderail.

APPLICABILITY NOTE TO DESIGNER: This Guiderail is not applicable for shielding drop-off hazards for vehicular traffic. This Guiderail is applicable for mounting on walls and other roadway structures subject to pedestrian or bicycle use where drop-off hazards da not exceed 2'-6". Also applicable for select uses on sidewalks, within service areas and similar locations where foundation support and anchorage are adequate or can be provided. For drop-off hazards exceeding 2'-6", Pedestrian/Bicycle Railings for customary applications are provided in Structures Standard Index No's. 850 or 860. For unusual site conditions a site specific railing is to be designed by the responsible engineer. Refer to the FOOT Plans Preparation Manual (Volume I), Chapters 4 & 8 for the definition of vehicular, pedestrian and bicyclist "drop-off hazards".

ADA REQUIREMENTS: The Guiderail shown on this drawing does not conform with the requirements of the Americans with Disabilities Act (ADA) for ramps steeper than a 5% grade or stairways.

6" 6"

3• 3" ¾" ~ Expansion Joint

# Keyed construction joints in Design Standards Index No. 520 Gravity Wall are not considered to be expansion joints.

8" TYPICAL SECTION THRU RAILING

(Sldewalk Shown, Retaining Wall

AL TERNA TE DESIGN: Manufacturers seeking approval of proprietary railing systems for inclusion on the Qualified Products

SlmllarJJst as pre-approved alternate designs must submit application along with design documentation showing the proprietary railing system is designed to meet the geometric requirements specified herein, provides a minimum 50 year design life and that defiections due to the Design Live Loads do not exceed 1½" at midspan of the top rail for the Pedestrian Guiderail and 2½" at midspan Rail Section

()(i" max. ~ Field Splice)

I Rail Section

1¼" 1¼"

8" X 6" X ½" fr. r---- ---

. ¼"¢ x ¾" Aluminum Set L=j-- Round over both ~~:~~~~ Sleeve Screw (Underside of Rail) ends of rails Jf

• ,....,

* Sleeve Member Sizes: (Typ.} 2½"¢ x 1/s" wall Tube Rail - 2"0 x 1/s" wall Tube Sleeve 2'' NPS Sch. 40 Pipe Rail - 1½' NPS Sch. 40 Pipe Sleeve

DETAIL •c• - EXPANSION JOINT (FIELD SPLICE SIMILAR>

1/8" Thick Resilient or Neoprene Pad

* *

Unreinforced Concrete Sidewalk with Thickened Edge

CONCRETE SIDEWALK MOUNTED

½"0 Holes for Anchor

Bolts (Typ.)

• ,....,

Post DETAIL •D•

BASE PLATE DETAIL

1 /8" Thick Resilient or Neoprene Pad

* *

4½"

v-- ~ Guiderail & Anchor Bolts

Post

! V, Galvanized Hex Nut and Washer

I . Base Plate (See Detail "D") ' with Shim Plates (as req'd.)

Back face of Rein!. Concrete Retaining Wall

Jliiiries Min. Min.

9" Min. Width of Structure a

RETAINING WALL MOUNTED ** 2 ~ ¾"0 x 8" Steel Anchors: Galvanized Steel Bolts (As Shown) (CIP}; Galvanized U-Bolts Permitted (GIP};

Galvanized Adhesive Anchors Permitted (***}; Expansion Anchors Not Permitted. *** Adhesive anchors shall be fully threaded headless anchor bolts set in drilled holes (manufacturer recommended diameter}

with an Adhesive Bonding Material System in accordance with Specification 416 and 937. The minimum embedment is 6".

------------DETAIL •A•------------

/ Top Rail

· Bottom Rail or Middle Rail (Bicycle 7 Facilities)

CJP

Post

B---<CJP

DETAIL •e• RAIL TO POST CONNECTIONS

4•

¾" Jf It

+

SHIM PLATE DETAIL

of the top rail for the Bicycle Guiderail. All fixed joints are to be either welded or commercially designed fixed joint systems. Each field section of railing must be identified with a permanently affixed label with the manufacturer's name and the FOOT QPL approval number. Labels must be a maximum of 1½" by 3" and localed at the base of a post within the field section. Project specific shap drawings are required for QPL approved railings, see Shop Drawings note.

PIPE RAILING & POSTS: Structural Tube and Pipe shall be in accordance with ASTM 8221 or ASTM 8429, Allay 6061-T6. End Panel 90' Bends and corner bends with a maximum 4'-0" post spacing, may be Alloy 6063-T6. Posts shall be fabricated and installed plumb, ±1" tolerance when measured 3'-6" above the foundation.

BASE PLATE: Base plate shall be in accordance with ASTM 8209, Alloy 6061-T6.

SHIM PLATES: Shim plates shall be in accordance with ASTM 8209, Alloy 6061-T6 and shall be used for foundation elevation adjustments greater than ¼" ar localized irregularities greater than ~•. Field trim shim plates when necessary to match foundation contours. Bevelled shim plates may be used in lieu of trimmed fiat shim plates shown.

ANCHOR BOLTS, NUTS & WASHERS: Galvanized Anchor Bolts shall be in accordance with ASTM F1554 Grade 36, Galvanized Nuts shall be in accordance with ASTM A563 or ASTM A194 and Galvanized Washers shall be in accordance with ASTM F436. After the nuts have been tightened, the anchor bolt threads shall be distorted or the nuts and bolts spot welded and coated with a galvanizing compound in accordance with the Specifications.

RESILIENT PADS OR NEOPRENE PADS: Resilient or Neoprene pads shall be in accordance with Specification Section 932, except that testing of the finished pads will not be required. Neoprene pads shall be durometer hardness 60 or 70.

JOINTS: All fixed joints are to be either welded all around and ground smooth or commercially designed fixed joint systems (soldered, brazed, fused, bonded or shrink fitted} approved by the Engineer. Mechanical joints other than expansion joints are not permitted unless approved by the Engineer. Posts shall be connected lo the base plate by welding only. Field splices similar to the expansion joint detail may be approved by the Engineer to facilitate shipping and handling, but rails must be continuous across a minimum of twa posts. Expansion Joints shall be spaced at a maximum of 30'-o".

WELDING: All welding shall be in accordance with the American Welding Society Structural Welding Code (Aluminum) ANSI/AWS 01.2 (current edition). Filler metal shall be either ER5183, ER5356 or ER5556. Nondestructive testing of the welds shall not be required.

SHOP DRAWINGS: Complete details addressing project specific geometry (line & grade) showing post and expansion joint locations must be submitted by the Contractor for the Engineer's approval priar lo fabrication of the Guiderail. Shop drawings shall be in accordance with the Specifications.

"-----~

'-----~

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M M MOTT

MACDONALD

SLOPE: 1:12

130' Min.

1-1/2" TUBULAR RAILING SHALL COMPLY WITH SEC. 4.26 OF THE FLORIDA ACCESSIBILITY CODE

PROTECTIVE EDGETOP OF RAMP- LEVEL LANDINGBOTTOM OF RAMP- LEVEL LANDING PROTECTIVE EDGE 60" WIDE BY 60" LENGTH60" WIDE BY 72" LENGTH MINIMUM REQUIREMENTMINIMUM REQUIREMENT (NOT TO EXCEED 1:50 SLOPE)(NOT TO EXCEED 1:50 SLOPE)

CROSS SLOPE: 1:50 MAX.SLOPE: 1:50 MAX.

SLOPE: 1:50 MAX. NOTE: RAMP SHALL COMPLY WITH ALL REQUIREMENTS OF THE FLORIDA BUILDING CODE, CURRENT EDITION, FLORIDA ACCESSIBILTY CODE, SEC. 11-4.8.

15'

4'- 6

" 4'

- 6"

15'

27'

26' Min. 18' 18' 26' Min.21' 21'

3' POST

SIDE LINE

ALLEY LINE BASE LINE SERVICE

LINE CENTER SERVICE NET

66'

LINE

CENTER MARK

13'-

6"

13'-

6"

CENTER MARK

SERVICE LINE 13

'- 6"

13

'- 6"

BASE LINE

ALLEY LINE

SIDE LINE

3'

POST

TENNIS COURT STRIPING DETAIL N.T.S.

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Mott MacDonald Florida, LLC. 220 West Garden Street Suite 700 Pensacola, FL 32502 United States of America T +1 (850) 484 6011 www.mottmac.com/americas

Architects Engineers Surveyors AA - C0000035 EB - 0000155 LB - 0006783

Client

RAIL MOUNTING DETAILS N.T.S.

Title

Rev Date Drawn Description Ch’k’d App’d

Client

Title

FIDELIS COMMUNITY PARK PROPOSED AMENITIES DETAILS

Project Number

404056 B/O Total

Designed K. MORGAN Eng check S. WHITE

Drawn G. EDWARDS Coordination

Dwg check

Scale at ANSI D

NTS Status

PRE

Approved

Rev

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STD

BID SET

Project Number B/O Total

Designed Eng check

Drawn Coordination

Dwg check Approved

Scale at ANSI D Status Rev Security

Drawing NumberDrawing Number

C-012 © Mott MacDonald This document is issued for the party which commisioned it and for specific purposed connected with the captioned project only. It should not be relied upon by any other party or used for any other purpose We accept no responsibility for the consequences of this document being relied upon by any other party, or being used for any other purpose, or containing any error or omission which is due to an error or omission in data supplied to us by other parties.

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HANDICAP RAMP W/ RAILING DETAIL
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N.T.S.
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Rail Section
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*
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Rail Section
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CJP
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14"
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Post
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CJP
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CJP
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Top Rail
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DETAIL "C" - EXPANSION JOINT
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(FIELD SPLICE SIMILAR)
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ELEVATION
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DETAIL "D"
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BASE PLATE DETAIL
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ALUMINUM PIPE GUIDERAIL NOTES
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DETAIL "B"
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RAIL TO POST CONNECTIONS
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Top of Sidewalk
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Ground Line
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(Min.)
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** Steel
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Anchors
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TYPICAL SECTION THRU RAILING
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(Sidewalk Shown, Retaining Wall Similar)
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CONCRETE SIDEWALK MOUNTED
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DETAIL "A"
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34" ~~ Expansion Joint
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( " max. ~~ Field Splice)18" max. ~~ Field Splice)
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Sleeve Member Sizes: 2 " x " wall Tube Rail - 2" x " wall Tube Sleeve 12" x 316" wall Tube Rail - 2" x 316" wall Tube Sleeve 2" NPS Sch. 40 Pipe Rail - 1 " NPS Sch. 40 Pipe Sleeve12" NPS Sch. 40 Pipe Sleeve
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Galvanized Hex Nut and Washer
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(Min.)
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** Steel
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Anchors
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Min.
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Post
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Min.
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RETAINING WALL MOUNTED
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at 6" Embedment Depth
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Varies
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Width of Structure
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Unreinforced Concrete Sidewalk with Thickened Edge
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Back face of Reinf. Concrete Retaining Wall
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SHIM PLATE DETAIL
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18" ~P
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1/8" Thick Resilient or Neoprene Pad
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Base Plate (See Detail "D") with Shim Plates (as req'd.)
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14" x 34" Aluminum Set Screw (Underside of Rail)
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Round over both ends of rails " 18" (Typ.)
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Aluminum Sleeve Member *
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Min. from free end of concrete,
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construction & expansion joints (Typ.)
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** 2 ~~ " x 8" Steel Anchors: Galvanized Steel Bolts (As Shown) (CIP); Galvanized U-Bolts Permitted (CIP); 34" x 8" Steel Anchors: Galvanized Steel Bolts (As Shown) (CIP); Galvanized U-Bolts Permitted (CIP); Galvanized Adhesive Anchors Permitted (***); Expansion Anchors Not Permitted.
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*** Adhesive anchors shall be fully threaded headless anchor bolts set in drilled holes (manufacturer recommended diameter)
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with an Adhesive Bonding Material System in accordance with Specification 416 and 937. The minimum embedment is 6".
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Aluminum Rails & Posts 2" NPS Schedule 40 or 2 " x " 12" x 316" Wall Round Tube (Typ.)
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Rail Expansion Joint (Typ.) See Detail "C"
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See Detail "B" (Typ.)
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Rail expansion joints to be located in panel above structure expansion joints # (Typ.)
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Retaining Wall or Thickened Edge of Sidewalk
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Additional Rail For Bicycle Facilities
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~C Post (Typ.)
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NOTE: NPS = Nominal Pipe Size
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Additional Rail For Bicycle Facilities
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Aluminum Rails & Posts ~~ 2" NPS Sch. 40 or 2 " x " wall 12" x 316" wall Round Tube (Typ.)
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See Detail "A"
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Slope (away from dropoff)
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4" Sidewalk with Thickened Edge
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Varies (3'-0" Min.)
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STRUCTURE EXPANSION JOINTS NOTE: # Keyed construction joints in Design Standards Index No. 520 Gravity Wall are not considered to be expansion joints.
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78" Holesfor Anchor Bolts (Typ.)
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~C Guiderail
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Post
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Bottom Rail or Middle Rail (Bicycle Facilities)
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8" x 6" x " ~P12" ~P
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Post Spacing (Typ.)
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~C Guiderail & Anchor Bolts
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1/8" Thick Resilient or Neoprene Pad
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~C Guiderail & Anchor Bolts
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Post
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Galvanized Hex Nut and Washer
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Base Plate (See Detail "D") with Shim Plates (as req'd.)
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GENERAL SPECIFICATIONS: The Florida Department of Transportation "Standard Specifications for Road and Bridge Construction". DESIGN LIVE LOADS: The Pedestrian Guiderail was tested by the FDOT Structural Research Center and found to resist an equivalent Service Loading of 50 lbs/ft acting simultaneously in the transverse and vertical direction when applied at the height of the Top Rail. PAYMENT: Guiderail shall be paid for under the contract unit price for Pipe Guiderail (Aluminum), LF (Item No. 515-1-2). Payment for the Guiderail will be plan quantity measured as the length along the center line of the top rail, and includes rails, posts, pickets, rail splice assembly, base plates, anchor bolts, nuts, washers and all incidental materials and labor required to complete installation of the Guiderail. APPLICABILITY NOTE TO DESIGNER: This Guiderail is not applicable for shielding drop-off hazards for vehicular traffic. This Guiderail is applicable for mounting on walls and other roadway structures subject to pedestrian or bicycle use where drop-off hazards do not exceed 2'-6". Also applicable for select uses on sidewalks, within service areas and similar locations where foundation support and anchorage are adequate or can be provided. For drop-off hazards exceeding 2'-6", Pedestrian/Bicycle Railings for customary applications are provided in Structures Standard Index No's. 850 or 860. For unusual site conditions a site specific railing is to be designed by the responsible engineer. Refer to the FDOT Plans Preparation Manual (Volume I), Chapters 4 & 8 for the definition of vehicular, pedestrian and bicyclist "drop-off hazards". ADA REQUIREMENTS: The Guiderail shown on this drawing does not conform with the requirements of the Americans with Disabilities Act (ADA) for ramps steeper than a 5% grade or stairways. ALTERNATE DESIGN: Manufacturers seeking approval of proprietary railing systems for inclusion on the Qualified Products List as pre-approved alternate designs must submit application along with design documentation showing the proprietary railing system is designed to meet the geometric requirements specified herein, provides a minimum 50 year design life and that deflections due to the Design Live Loads do not exceed 1 " at midspan of the top rail for the Pedestrian Guiderail and 2 " at midspan 12" at midspan of the top rail for the Pedestrian Guiderail and 2 " at midspan 12" at midspan of the top rail for the Bicycle Guiderail. All fixed joints are to be either welded or commercially designed fixed joint systems. Each field section of railing must be identified with a permanently affixed label with the manufacturer's name and the FDOT QPL approval number. Labels must be a maximum of 1 " by 3" and located at the base of a post within the field section. Project specific 12" by 3" and located at the base of a post within the field section. Project specific shop drawings are required for QPL approved railings, see Shop Drawings note. PIPE RAILING & POSTS: Structural Tube and Pipe shall be in accordance with ASTM B221 or ASTM B429, Alloy 6061-T6. End Panel 90° Bends and corner bends with a maximum 4'-0" post spacing, may be Alloy 6063-T6. Posts shall be fabricated and installed plumb, ±1" tolerance when measured 3'-6" above the foundation. BASE PLATE: Base plate shall be in accordance with ASTM B209, Alloy 6061-T6. SHIM PLATES: Shim plates shall be in accordance with ASTM B209, Alloy 6061-T6 and shall be used for foundation elevation adjustments greater than " or localized irregularities greater than ÿÿÿÿÿÿÿÿÿÿÿÿê". Field trim shim 14" or localized irregularities greater than ÿÿÿÿÿÿÿÿÿÿÿÿê". Field trim shim 18ÿÿÿÿÿÿÿÿÿÿÿÿê". Field trim shim ". Field trim shim plates when necessary to match foundation contours. Bevelled shim plates may be used in lieu of trimmed flat shim plates shown. ANCHOR BOLTS, NUTS & WASHERS: Galvanized Anchor Bolts shall be in accordance with ASTM F1554 Grade 36, Galvanized Nuts shall be in accordance with ASTM A563 or ASTM A194 and Galvanized Washers shall be in accordance with ASTM F436. After the nuts have been tightened, the anchor bolt threads shall be distorted or the nuts and bolts spot welded and coated with a galvanizing compound in accordance with the Specifications. RESILIENT PADS OR NEOPRENE PADS: Resilient or Neoprene pads shall be in accordance with Specification Section 932, except that testing of the finished pads will not be required. Neoprene pads shall be durometer hardness 60 or 70. JOINTS: All fixed joints are to be either welded all around and ground smooth or commercially designed fixed joint systems (soldered, brazed, fused, bonded or shrink fitted) approved by the Engineer. Mechanical joints other than expansion joints are not permitted unless approved by the Engineer. Posts shall be connected to the base plate by welding only. Field splices similar to the expansion joint detail may be approved by the Engineer to facilitate shipping and handling, but rails must be continuous across a minimum of two posts. Expansion Joints shall be spaced at a maximum of 30'-0". WELDING: All welding shall be in accordance with the American Welding Society Structural Welding Code (Aluminum) ANSI/AWS D1.2 (current edition). Filler metal shall be either ER5183, ER5356 or ER5556. Nondestructive testing of the welds shall not be required. SHOP DRAWINGS: Complete details addressing project specific geometry (line & grade) showing post and expansion joint locations must be submitted by the Contractor for the Engineer's approval prior to fabrication of the Guiderail. Shop drawings shall be in accordance with the Specifications.
Page 16: CONSTRUCTION PLANS FIDELIS COMMUNITY PARK

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FLOOR PLAN

FRONT VIEW

... -- ..... , ' , ' I \ I "'I \ I \ I , ... ____ ....

Sierra Ill Multi-User Restrooms

Value/Concrete - (24'-0"x 14'-8")

~------~li.r NTS - PRELIMINARY NOT FOR CONSTRUCTION ~ 1-----------------i =

STANDARD ITEMS IN SIERRA VALUE/CONCRETE BUILDING PACKAGE: WALLS: 8' DRY-STACK CMU, (conaele ftlled & steel reinforced), BROWN OR GRAY COLOR, SPLIT OR SMOOTH EXlERIOR FINISH. ~ PREFAB ROOF PANELS: 6" SlEEL FRAME, 16' 0.C., f' CDX PLY. EXT. SHEAlHING, R-19 INSULATION, WHITE FRP CEILING ON,' OSB. ROOFING: HI-RIB METAL ROOFING & TRIM OVER ROOFING FELT, MOCHA (dark brown) COLOR, OPTIONAL ROOFING COLORS AVAILABLE. ,fli _ INTERIOR FINISH: WHITE FRP ON WALLS & VAULTED CEILING, UNFINISHED INTERIOR MECHANICAL ROOM WALLS. • :; DOORS & FRAMES: 3'-0" x T-0" GALV. STTEL DOOR, HONEYCOMB CORE, 2" FRAME, POWDERCOATED BLACK; COMMERCIAL HARDWARE :.:'. WINDOWS: TRANSLUCENT LEXAN IN STEEL FRAME, POWDERCOATED BLACK SKYLIGHTS: RECTANGULAR IN ANODIZED AWMINUM FRAME. STD. IN SIERRA Ill & IV, OPTIONAL IN SIERRA & PIONEER I, II & SlRETCH WALl VENTS: EXPANDED STEEL MESH OVER GALV. LOUVERS W/ INSECT SCREEN IN STEEL FRAME, POWDERCOATED BLACK. ~

AVAILABLE FIXTURE PACKAGES: PLUMBING: CHINA OR STAINLESS STEEL RXTURES, FRAB BARS, MIRRORS, STALL PARTITIONS & DOORS; SHOWER FIXTURES . ELEClRICAI..: INTERIOR & EX1ERIOR LIGHTS, PHOTOEYE, MAIN BREAKER PANEL. OPTIONS (must be on quote to tie supplied): SIGNS, PAPER & SOAP DISPENSERS, WASTE RECEPTACLES, DIAPER CHANGING STATIONS, LAV SHIELDS ~evalory pipe insulation boots), COMFORT HEAT, HAND DRYERS, WATER HEATER PKG., DOOR CLOSERS, ELECT. DOOR LOCKS, CONCESSION COUNTER & ROLL-UP WINDOW, ROOF EXTENSION, 3-TAB COMPOSITION OR CEDAR ROOFING, CUSTOM EXTERIORS (wood, sb.Jcco, fiber-cement, masonry).

IMPORTANT: REFER TO QUOTE AND SPEC. FOR ITEMS INCLUDED WITH YOUR BUILDING PACKAGE.

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ROOFING CHOICES AND OPTIONAL EXTERIORS

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INTERIOR ELEVATION

2061

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M M

MOTT MACDONALD

R2'- 5"

18" I.D.

R1'- 6"

(INSIDE EDGE) R4'

(OUTSIDE EDGE) R6'

(OUTSIDE EDGE) R6'

(OUTSIDE EDGE)

R20'-9"

(OUTSIDE EDGE)

R6'

(OUTSIDE EDGE)

R6'

R19'-

9"

6' 6"

BACKBOARD BASKET RING

2"

4'

1'

EXISTING GOAL POST TO REMAIN

BACKBOARD

1'- 3

"

BACKBOARD

9" 3'

EXISTING GOAL POST TO REMAIN

BASKET RING

BASKETBALL GOAL & BACKBOARD DETAILS N.T.S.

7' 1'

19'

3' 3' 3' 2" WIDE by 8" DEEP (Typ.) CENTER

RESTRAINING CIRCLE

5'- 3"

12'

6'

18"Ø BASKET RING

FREE-THROW LANE 2" WIDE

2" WIDE RESTRICTED AREA

FREE-THROW LINE

4' BACKBOARD

12" MARKS w/ 12" SPACES (Typ.) 2" WIDE LANE LINE

12" WIDE by 8" DEEP

RESTRAINING CIRCLE

DIVISION LINE

94'

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Rev Date Drawn Description Ch’k’d App’d

Mott MacDonald Florida, LLC. 220 West Garden Street Suite 700 Pensacola, FL 32502 United States of America T +1 (850) 484 6011 www.mottmac.com/americas

Architects Engineers Surveyors AA - C0000035 EB - 0000155 LB - 0006783

Client

5'- 3

" 13

'- 9"

13

'- 9"

5'

- 3"

12'

SIDELINE THREE-POINT 2" WIDELINE 12" MARKS

w/ 12" SPACES CENTER RESTRAINING END LINE CIRCLE

50'

END LINE

25'

8" OUT-OF-BOUNDS BELT

8"DIVISION LINE2" WIDE THREE-POINT LINE SIDELINE

3'

6' 28' 10' 9'

BASKETBALL COURT STRIPING DETAILS N.T.S.

14'-8

" 6'

-0"

Ø60" Ø60"

Ø60" Ø60"

METAL ROOFING

3 TAB SHINGLES

9'-4" 4'-4" 24'-0"

9'-4" WOOD OR FIBER

LAP SIDING

METAL SIDING

STUCCO EXTERIOR

SIMULATED STONE VENEER

4 12

7'-4

"8'

-0"

RESTROOM NOTES:

1. THE RESTROOM SHALL BE DESIGNED AND BUILD TO BE SIMILAR TO THE SIERRA III MULTI-USER RESTROOMS.

2. THE RESTROOM PAY ITEMS SHALL INCLUDE ALL COST TO PROVIDE THE COUNTY WITH A FULLY OPERATIONAL RESTROOM FACILITY. THESE COST SHALL INCLUDE, BUT NOT NECESSARILY BE LIMITED TO ENGINEERING, BUILDING MATERIALS, AND ALL REQUIRED PERMITS (BUILDING, SEPTIC, UTILITIES, HEALTH, ETC). THE RESTROOM PAY ITEM SHALL INCLUDE A NEW SEPTIC SYSTEM THAT CAN HANDLE THE SEWER LOADING FROM THE RESTROOM AND CONCESSION STAND. IN ADDITION THESE COST SHALL INCLUDE ALL ITEMS AND MATERIALS NECESSARY TO PROVIDE UTILITY SERVICES (WATER, SEWER, AND ELECTRIC). RESTROOM SHALL INCLUDE ALL COST ASSOCIATED WITH GEOTECHNICAL INVESTIGATION AND TESTING.

3. THE INTERIOR FIXTURES AND ALL ACCESSORIES SHALL BE SELECTED AND SPECIFIED TO BE VANDAL-PROOF AND LOW MAINTENANCE, AS APPROVED BY THE OWNER OR OWNER'S REPRESENTATIVE.

4. THE RESTROOM SIDING SHALL BE WOOD BOARD AND BATTEN APPLIED OVER THE STRUCTURE AND STAINED. (THE PAVILION FRAME COLOR SHALL BE "TERRA BROWN" RAL8028, POWDER COAT FINISH, OR OPTIONAL COLOR AS APPROVED BY THE OWNER PRIOR TO FABRICATION. CLASSIC RECREATION ONLINE CATALOG: WWW.CLASSICRECREATION.COM. THE DESIGN INTENT IS FOR THE FRAME COLOR TO MATCH ROUGH-SAWN CYPRESS).

5. THE RESTROOM ROOF SHALL BE CONSTRUCTED OF THE "OPTIONAL NU WAVE CORRUGATED STEEL ROOF". (CLASSIC RECREATION ONLINE CATALOG: WWW.CLASSICRECREATION.COM ) THE ROOF COLOR SHALL BE SIMILAR TO THE EXISTING PAVILION ROOF COLOR.

6. THE RESTROOM LAYOUT, MATERIALS, AND COLORS SHALL BE APPROVED BY SANTA ROSA COUNTY PRIOR TO ANY CONSTRUCTION.

7. THE RESTROOM SHALL BE DESIGNED AND CONSTRUCTED TO MEET ALL CURRENT COUNTY AND STATE BUILDING CODE REQUIREMENTS.

Title

Rev Date Drawn Description Ch’k’d App’d

Client

Title

FIDELIS COMMUNITY PARK PROPOSED AMENITIES DETAILS

Project Number

404056 B/O Total

Designed K. MORGAN Eng check S. WHITE

Drawn G. EDWARDS Coordination

Dwg check

Scale at ANSI D

NTS Status

PRE

Approved

Rev

P1 Security

STD

PICNIC TABLE NOTES:

1. PICNIC TABLES SHALL BE 8-FOOT LONG HEAVY DUTY SINGLE SIDED ADA WOODEN PICNIC TABLES. BID SET 2. ALL WOODEN PLANKS SHALL BE PRESSURE TREATED.

3. FRAME SHALL BE THE COLOR GREEN.

4. https://www.theparkcatalog.com/8-ft-heavy-duty-single-sided-ada-wooden-picnic-table

© Mott MacDonald This document is issued for the party which commisioned it and for specific purposed connected with the captioned project only. It should not be relied upon by any other party or used for any other purpose We accept no responsibility for the consequences of this document being relied upon by any other party, or being used for any other purpose, or containing any error or omission which is due to an error or omission in data supplied to us by other parties.

Project Number B/O Total

Designed Eng check

Drawn Coordination

Dwg check Approved

Scale at ANSI D Status Rev Security

Drawing NumberDrawing Number

C-013

Page 17: CONSTRUCTION PLANS FIDELIS COMMUNITY PARK

9.89'

•3• O.D. STEEL POST

12' BASELINE FENCE

(SEE BASELINE FENCE DETAIL)

SECTION lf----;DETAIL OF

BASELINE FENCE

3'-6" ~· · .. · j

16' BACKSTOP (SEE BACKSTOP DETAIL)

SOFTBALL FIELD LAYOUT DETAIL

R60.00'

SEE HOME PLATE DETAIL

DUGOUT

TRUSS ROD

\__OVERHANG PANEL

*4" O.D. STEEL POST SECTION 1--DCTAIL OF

BACKSTOP

DUGOUT

3'-6" .· .. ·.·1

**CHAIN LINK~~ MESH

8' OUTFIELD FENCE

WEBSITES: BLEACHERS (4 TOT AL>= httpe=l lwww. theparkca talog.coml4-row-aluminum-bleach•r•-•idelin•-••ri•• 27'L - 4 ROW

BATTING CAGES <DBL. TUNNEL>= httpe=llwww.ondeckeporte.com1Tutt-Frame-Pro-Batting-Cage?cuetcol380•2&cuetcol381•2 7O'x14'x14' Batting Cag••

DUGOUT BENCHES (4 TOT AL>= httpe=I lwww. the par kc a talog.comlall-aluminum-player-e-bench-with-back-portable-689-1164 8'L ALL-Aluminum Player'• Bench•• With Backe

PLAN DETAIL OF

AREA / I

6"

17"

29" 3'

PITCHER'S MOUND

**CHAIN LINK MESH:-~

HOME PLATE~.!

BACKSTOP DETAIL

ELEVATION ,---uETAIL OF

BACKSTOP

BASELINE FENCE DETAIL (BACKSTOP TO DUGOUTS!

SOFTBALL FIELD DETAILS

N.T.S.

***CHAIN LINK MESH-~

:;o1'-+--+--i ~

s::: 0 z 1· ·.i:r..

---~15•----

HOME PLATE DETAIL

~-,3• O.D. STEEL POST

DUGOUT

7 --j --j _J

PLAN DETAIL OF BACKSTOP

M MOTT M MACDONALD

Rev Date Drawn Description Ch’k’d App’d

Client

Title

FIDELIS COMMUNITY PARK PROPOSED AMENITIES DETAILS

Project Number

404056 B/O Total

Designed K. MORGAN Eng check S. WHITE

Drawn G. EDWARDS Coordination

Dwg check

Scale at ANSI D

NTS Status

PRE

Approved

Rev

P1 Security

STD

Rev Date Drawn Description Ch’k’d App’d

Mott MacDonald Florida, LLC. 220 West Garden Street Suite 700 Pensacola, FL 32502 United States of America T +1 (850) 484 6011 www.mottmac.com/americas

Architects Engineers Surveyors AA - C0000035 EB - 0000155 LB - 0006783

Client

Title

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BID SET

© Mott MacDonald This document is issued for the party which commisioned it and for specific purposed connected with the captioned project only. It should not be relied upon by any other party or used for any other purpose We accept no responsibility for the consequences of this document being relied upon by any other party, or being used for any other purpose, or containing any error or omission which is due to an error or omission in data supplied to us by other parties.

Project Number B/O Total

Designed Eng check

Drawn Coordination

Dwg check Approved

Scale at ANSI D Status Rev Security

Drawing NumberDrawing Number

C-014

AutoCAD SHX Text
SOFTBALL FIELD DETAILS
AutoCAD SHX Text
N.T.S.
AutoCAD SHX Text
PLAN DETAIL OF HOME PLATE AREA
AutoCAD SHX Text
PLAN DETAIL OF BACKSTOP
AutoCAD SHX Text
FOUL LINE
AutoCAD SHX Text
OVERHANG PANEL
AutoCAD SHX Text
ELEVATION DETAIL OF BACKSTOP
AutoCAD SHX Text
SECTION DETAIL OF BACKSTOP
AutoCAD SHX Text
TRUSS ROD
AutoCAD SHX Text
*4" O.D. STEEL POST
AutoCAD SHX Text
OVERHANG PANEL
AutoCAD SHX Text
**CHAIN LINK MESH
AutoCAD SHX Text
ELEVATION DETAIL OF BACKSTOP
AutoCAD SHX Text
*3" O.D. STEEL POST
AutoCAD SHX Text
SECTION DETAIL OF BASELINE FENCE
AutoCAD SHX Text
*3" O.D. STEEL POST
AutoCAD SHX Text
BASELINE FENCE DETAIL (BACKSTOP TO DUGOUTS)
AutoCAD SHX Text
BACKSTOP DETAIL
AutoCAD SHX Text
***CHAIN LINK MESH
AutoCAD SHX Text
**CHAIN LINK MESH
AutoCAD SHX Text
HOME PLATE DETAIL
AutoCAD SHX Text
PITCHER'S MOUND
AutoCAD SHX Text
SOFTBALL FIELD LAYOUT DETAIL
AutoCAD SHX Text
16' BACKSTOP (SEE BACKSTOP DETAIL)
AutoCAD SHX Text
DUGOUT
AutoCAD SHX Text
SEE HOME PLATE DETAIL
AutoCAD SHX Text
12' BASELINE FENCE (SEE BASELINE FENCE DETAIL)
AutoCAD SHX Text
8' OUTFIELD FENCE
AutoCAD SHX Text
6' FOUL LINE FENCE
AutoCAD SHX Text
20' FOUL POLE
AutoCAD SHX Text
20' FOUL POLE
AutoCAD SHX Text
DUGOUT
AutoCAD SHX Text
DUGOUT
AutoCAD SHX Text
WEBSITES: BLEACHERS (4 TOTAL): https://www.theparkcatalog.com/4-row-aluminum-bleachers-sideline-series 27'L - 4 ROW BATTING CAGES (DBL. TUNNEL): https://www.ondecksports.com/Tuff-Frame-Pro-Batting-Cage?custcol360=2&custcol361=2 70'x14'x14' Batting Cages DUGOUT BENCHES (4 TOTAL): https://www.theparkcatalog.com/all-aluminum-player-s-bench-with-back-portable-569-1154 6'L ALL-Aluminum Player's Benches With Backs
Page 18: CONSTRUCTION PLANS FIDELIS COMMUNITY PARK

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POLE B1

POLE A1

POLE B3

POLE A3

INTERMEDIATE POLE

DEMOLISH & REMOVE

EQUIPMENT AS SHOWN

IN ONE-LINE DIAGRAM

DEMOLISH & REMOVE

EXISTING OVERHEAD CONDUCTORS

(TYP.)

EXISTING WEST FIELD ONE-LINE DIAGRAM

7200V

52

TX-1

POLE A-1 POLE B-1

4 LIGHTS FOR FIELD 4 LIGHTS FOR FIELD

1 LIGHT FOR PLAYGROUND

INTERMEDIATE POLE

(TO BE RETAINED)

POLE A-3 POLE B-3

4 LIGHTS FOR FIELD 4 LIGHTS FOR FIELD

M

Rev Date Drawn Description Ch’k’d App’d

Client

Title

FIDELIS COMMUNITY PARK

PROPOSED AMENITIES

EXISTING ELECTRICAL DEMOLITION PLAN

Project Number B/O Total

404056

Designed ANDREW GIBBS Eng check R. LANGE

Drawn J. MATT HALL Coordination K. MORGAN

Dwg check A. GIBBS Approved A. GIBBS

Scale at ANSI D

1:30

Status

PRE

Rev

P1

Security

STD

Drawing Number

HORIZONTAL SCALE -30 0 30 90

30Scale: 1"= '

Rev Date Drawn Description Ch’k’d App’d

Mott MacDonald Florida, LLC.

220 West Garden Street

Suite 700

Pensacola, FL 32502

United States of America

T +1 (850) 484 6011

www.mottmac.com/americas

Architects Engineers Surveyors

AA - C0000035 EB - 0000155 LB - 0006783

Client

Title

THIS DRAWING IS

NOT FOR

CONSTRUCTION

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© Mott MacDonald

This document is issued for the party which commisioned it and for specific purposed connected with the captioned project only. It should not be relied upon by any other party or used for any other purpose

We accept no responsibility for the consequences of this document being relied upon by any other party, or being used for any other purpose, or containing any error or omission which is due to an error or omission in data supplied to us by other parties.

Project Number B/O Total

Designed Eng check

Drawn Coordination

Dwg check Approved

Scale at ANSI D Status Rev Security

Drawing Number

E-003

DEMOLISH & REMOVE

EXISTING LIGHT POLES AND

ASSOCIATED LUMINAIRES

AutoCAD SHX Text
GREENROWELL ROAD
AutoCAD SHX Text
(APPROXIMATE 30' R/W)
AutoCAD SHX Text
STATE ROAD NO. 87 (100' R/W)
AutoCAD SHX Text
EXISTING OLD BRICK
AutoCAD SHX Text
SCHOOL BUILDING
AutoCAD SHX Text
BALL FIELD
AutoCAD SHX Text
"CLAY"
AutoCAD SHX Text
6' HIGH C.L.F.
AutoCAD SHX Text
"SAND"
AutoCAD SHX Text
PLAY GROUND
AutoCAD SHX Text
WITH EQUIPMENT
AutoCAD SHX Text
12' HIGH C.L.F.
AutoCAD SHX Text
"ASPHALT"
AutoCAD SHX Text
BASKETBALL COURT
AutoCAD SHX Text
CONC.
AutoCAD SHX Text
BLK.
AutoCAD SHX Text
BLDG.
AutoCAD SHX Text
COVERED CONC.
AutoCAD SHX Text
COVERED CONC.
AutoCAD SHX Text
GRASS
AutoCAD SHX Text
"ASPHALT"
AutoCAD SHX Text
CONC.
AutoCAD SHX Text
6' HIGH C.L.F.
AutoCAD SHX Text
"ASPHALT"
AutoCAD SHX Text
CONC.
AutoCAD SHX Text
EXISTING
AutoCAD SHX Text
BRICK
AutoCAD SHX Text
BUILDING
AutoCAD SHX Text
"ASPHALT"
AutoCAD SHX Text
"GRASS/DIRT"
AutoCAD SHX Text
"ASPHALT"
AutoCAD SHX Text
TENNIS COURT
AutoCAD SHX Text
12' HIGH C.L.F.
AutoCAD SHX Text
GATE
AutoCAD SHX Text
"GRASS"
AutoCAD SHX Text
"GRASS"
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"GRASS"
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6' HIGH C.L.F.
AutoCAD SHX Text
WOOD
AutoCAD SHX Text
BLDG.
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WOOD
AutoCAD SHX Text
BLDG. W/
AutoCAD SHX Text
COVERED
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PORCH
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"ASPHALT"
AutoCAD SHX Text
EXISTING
AutoCAD SHX Text
EXISTING
AutoCAD SHX Text
EXISTING
AutoCAD SHX Text
EXISTING
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EXISTING
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EXISTING
AutoCAD SHX Text
EXISTING
AutoCAD SHX Text
PRE T-BALL FIELD
AutoCAD SHX Text
CONCESSION
AutoCAD SHX Text
12'x12' COVERED
AutoCAD SHX Text
PAVILION
AutoCAD SHX Text
12'x12' COVERED
AutoCAD SHX Text
PAVILION
AutoCAD SHX Text
COVERED
AutoCAD SHX Text
CAGE
AutoCAD SHX Text
BATTING
AutoCAD SHX Text
"GRASS"
AutoCAD SHX Text
BALL FIELD
AutoCAD SHX Text
"CLAY"
AutoCAD SHX Text
EXISTING
AutoCAD SHX Text
"ASPHALT"
AutoCAD SHX Text
CONC.
AutoCAD SHX Text
"GRASS"
AutoCAD SHX Text
MANHOLE LIDS
AutoCAD SHX Text
FOR SEPTIC TANK
AutoCAD SHX Text
(STRIPING FADED)
AutoCAD SHX Text
"ASPHALT"
AutoCAD SHX Text
PAVILION
AutoCAD SHX Text
20'x40' COVERED
AutoCAD SHX Text
20'x17'
AutoCAD SHX Text
E
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W
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S
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N
Page 19: CONSTRUCTION PLANS FIDELIS COMMUNITY PARK

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POLE B1 LUMINAIRE SUMMARY POLE B2 LUMINAIRE SUMMARY POLE B3 LUMINAIRE SUMMARYLIGHTING FIXTURE SCHEDULE

LAMPS- MOUNTING MOUNTING MOUNTINGFIXTURE FIXTURE LABEL FIXTURE LABEL FIXTURE LABELPOLE LABEL TAG POLE LABEL TAG POLE LABEL TAGHEIGHT HEIGHT HEIGHT

MARK MANUFACTURER CATALOG NUMBER. TOTAL LLF MOUNTING REMARKSNUMBER/

WATTS NF-20-SPZC-440-57-MV-5 NF-20-SPZC-440-57-MV-5 NF-20-SPZC-440-57-MV-5TYPE B1 S 50' B1 S 50' B1 S 50'N N N

POLE @ 30'

533 0.8C1 LSI XLCL-FTA-LED-HO-CW LED

NF-20-SPZC-440-57-MV-5 NF-20-SPZC-440-57-MV-5 NF-20-SPZC-440-57-MV-5POLE @ 30'TL_LSMT_LSMT6CXT4AF

C2 TECHLIGHT LED 840 0.8 INSTALL WITH BACK SHIELD B1 S 50' B1 S 50' B1 S 50'N N NPOLE @ 50'

S NAFCO NF-20-SPZC-440-57-MV-5N LED 440 0.8

NF-20-SPZC-440-57-MV-5 NF-20-SPZC-440-57-MV-5 NF-20-SPZC-440-57-MV-5B1 S 50' B1 S 50' B1 S 50'N N N NOTES TOTAL QTY: 3 (3 SHOWN, 1-3) TOTAL QTY: 3 (3 SHOWN, 1-3) TOTAL QTY: 3 (3 SHOWN, 1-3)

1. THE FIXTURES LISTED ABOVE ARE THE BASIS OF DESIGN. TO SUPPLY EQUIVALENT FIXTURES PROVIDE THE FOLLOWING WITH SHOP DRAWINGS: POLE B4 LUMINAIRE SUMMARY POLE B5 LUMINAIRE SUMMARY POLE B6 LUMINAIRE SUMMARY 1) COMPLETE PRODUCT SPECIFICATION SHEETS MARKED WITH CATALOG NUMBER AND FIXTURE TYPE, MOUNTING MOUNTING MOUNTINGPOLE LABEL FIXTURE LABEL TAG POLE LABEL FIXTURE LABEL TAG POLE LABEL FIXTURE LABEL TAG2) CALCULATION REPORTS SHOWING THE DESIGN CRITERIA HAS BEEN MET, HEIGHT HEIGHT HEIGHT 3) A SUMMARY OF ALL ALTERATIONS DEVIATING FROM THE BASIS OF DESIGN, NF-20-SPZC-440-57-MV-5 NF-20-SPZC-440-57-MV-5 NF-20-SPZC-440-57-MV-5B1 S 50' B1 S 50' B1 S 50'N N N4) ELECTRONIC COPES OF THE IES FILES USED,

NF-20-SPZC-440-57-MV-5 NF-20-SPZC-440-57-MV-5 NF-20-SPZC-440-57-MV-55) WRITTEN VERIFICATION THAT THE SUBMITTED FIXTURES MEET THE REQUIREMENTS OF THE CONTRACT DOCUMENTS. B1 S 50' B1 S 50' B1 S 50'N N NEQUIVALENT FIXTURES SHALL BE VERIFIED BY THE ENGINEER FOR ADEQUACY DURING THE SUBMITTAL REVIEW PHASE. THE CONTRACTOR SHALL STILL

NF-20-SPZC-440-57-MV-5 NF-20-SPZC-440-57-MV-5 NF-20-SPZC-440-57-MV-5B1 S 50' B1 S 50' B1 S 50'BEAR THE RESPONSIBILITY OF PROVIDING AND INSTALLING FIXTURES THAT MEET THE DESIGN CRITERIA, AT NO ADDITIONAL COST. N N N2. FIXTURE WATTAGE IS BASED ON THE TOTAL INPUT POWER AS LISTED BY THE MANUFACTURERS DATA FOR THE LAMP(S) AND BALLAST (DRIVERS) SELECTED. TOTAL QTY: 3 (3 SHOWN, 1-3) TOTAL QTY: 3 (3 SHOWN, 1-3) TOTAL QTY: 3 (3 SHOWN, 1-3)3. COORDINATE MOUNTING REQUIRMENTS AS SHOWN ON THE PLAN.

4. FIXTURES ON PLAN VIEW WITH "-EM" SUFFIX INDICATE REQUIREMENT FOR INCLUSION OF EMERGENCY BATTERY PACK WITH HIGHEST LUMEN OUTPUT,

POLE B7 LUMINAIRE SUMMARY POLE B8 LUMINAIRE SUMMARY POLE K1 LUMINAIRE SUMMARYUNLESS OTHERWISE NOTED.

MOUNTING MOUNTING MOUNTINGFIXTURE LABEL FIXTURE LABEL FIXTURE LABELPOLE LABEL TAG POLE LABEL TAG POLE LABEL TAGHEIGHT HEIGHT HEIGHT NF-20-SPZC-440-57-MV-5 NF-20-SPZC-440-57-MV-5 TL_LSMT_LSMT6CXT4AFB1 S 50' B1 S 50' K1 C2 30'N N NF-20-SPZC-440-57-MV-5 NF-20-SPZC-440-57-MV-5 TOTAL QTY: 1 (1 SHOWN)

# OF CONDUIT CONDUCTOR IN EACH B1 S 50' B1 S 50'FEEDER MARK FROM TO REMARKS N N

SETS SIZE SET

NF-20-SPZC-440-57-MV-5 NF-20-SPZC-440-57-MV-54#4, 1#4N, 1#4G

1.5"L-LC-1 1 LP-1 LC-1 B1 S 50' B1 S 50'N N2#2, 1#2N, 1#2G

L-LP-1 1 2" METER LP-1 TOTAL QTY: 3 (3 SHOWN, 1-3) TOTAL QTY: 3 (3 SHOWN, 1-3)2#2, 1#2N, 1#2G

L-LP-2 1 1.5" LP-1 LP-2

L-B1 2#6, 1#6N, 1#6G

.75"1 LC-1 POLE B1

POLE K2 LUMINAIRE SUMMARY POLE K3 LUMINAIRE SUMMARY POLE K4 LUMINAIRE SUMMARY2#6, 1#6N, 1#6G

L-B3 .75"1 POLE B1 POLE B3

MOUNTING MOUNTING MOUNTING2#6, 1#6N, 1#6G POLE LABEL FIXTURE LABEL TAG POLE LABEL FIXTURE LABEL TAG POLE LABEL FIXTURE LABEL TAGL-B5 1 .75"

POLE B3 POLE B5 HEIGHT HEIGHT HEIGHT 2#6, 1#6N, 1#6G

.75"L-B7 1 POLE B5 POLE B7 TL_LSMT_LSMT6CXT4AF TL_LSMT_LSMT6CXT4AF TL_LSMT_LSMT6CXT4AFC2 30' K3 C2 30' K4 C2 30'K2 2#6, 1#6N, 1#6G

.75"L-B2 1 LC-1 POLE B2 TOTAL QTY: 1 (1 SHOWN) TOTAL QTY: 1 (1 SHOWN) TOTAL QTY: 1 (1 SHOWN)2#6, 1#6N, 1#6G

L-B4 1 .75" POLE B2 POLE B4

L-B6 2#6, 1#6N, 1#6G

1 .75" POLE B4 POLE B6

POLE P1 LUMINAIRE SUMMARY2#6, 1#6N, 1#6G

L-B8 .75"1 POLE B6 POLE B8

MOUNTING2#8, 1#8N, 1#8G

.75" POLE K1L-K1 1 LP-1 POLE LABEL FIXTURE LABEL TAG HEIGHT 2#8, 1#8N, 1#8G

L-K2 1 .75" POLE K1 POLE K2 P1 XLCL-FTA-LED-HO-CW C1 30' 2#8, 1#8N, 1#8G

L-K3 .75"1 POLE K2 POLE K3 TOTAL QTY: 1 (1 SHOWN)2#8, 1#8N, 1#8G

L-K4 .75" POLE K3 POLE K4

L-P1

1

2#8, 1#8N, 1#8G1 .75" LP-1 POLE P1

Connected Load in kVA Feeder Calculations Future Feeder Calculations

LIGHTING DESIGN CRITERIA

Less Less Less Less

UNIFORMITY

HORIZONTAL TARGETS VERTICAL TARGETS PlannedMinimum Minimum Non-coincident Non-coincident Minimum Minimum Non-coincident Non-coincident

TARGETSAPPLICATION

Utilization Maximum Motor Feeder Load Feeder Amps load amps Connections Maximum Motor Feeder Load Feeder Amps load amps

To be

E (fc) E (fc) Equipment Voltage Exisitng Proposed Total Project load (kVA) (Note 1) (Note 1) (NOTE 2) (NOTE 2) (kVA) load (kVA) (Note 1) (Note 1) (NOTE 2) (NOTE 2)TYPE ELEV. TYPE ELEV. MAX:MIN AVG:MIN

Φ Removed

BASKETBALL COURT 30 AVG 3' AFS N/A N/A N/A 4:1 N/A

BASEBALL INFIELD 30 2.5:1AVG 3' AFS N/A N/A N/A N/A

240 0 0 19 19 0 100 100 0 0 100 100LP-1 1 24 24 24 24

BASEBALL OUTFIELD 20 AVG 3' AFS N/A N/A N/A 3:1 N/A

NOTES:

240 0 0 5 5 0 6 25 6 25 0 0 6 25 6 25LP-2 1

1. BASKETBALL COURT LIGHTING IS BASED ON IES RP-6-15 FOR CLASS IV COURT.

2. BASEBALL FIELD LIGHTING IS BASED ON IES RP-6-15 FOR CLASS IV FIELD.

TOTAL SYSTEM 1 240 0 0 19 19 0 24 100 24 100 0 0 24 100 24 100

NOTES:

1.

VALUE IS BASED ON THE REQUIREMENTS OF NFPA 70-2014, 430.24. ALL NON-MOTOR LOADS HAVE BEEN CONSIDERED CONTINUOUS.

2.

NON-COINCIDENT LOADS REMOVE LOADS LISTED AS "STANDBY" FROM THE CALCULATIONS.

THESE MOTORS SHALL NOT RUN FOR THIS VALUE TO BE CONSIDERED FOR THE MINIMUM FEEDER AMPS IN ACCORDANCE WITH NFPA 70-2014 ARTICLE 220.60.POLE SCHEDULE USE CAUTION WHEN APPLYING THIS FACTOR.

POLEQTY POLE DESCRIPTION TOTAL LUMENS TOTAL WATTSLABEL

50' POLE, 3 TOTAL FIXTURES1 B1 196047 1320

50' POLE, 3 TOTAL FIXTURES1 B2 196047 1320

50' POLE, 3 TOTAL FIXTURESB3 196047 13201

50' POLE, 3 TOTAL FIXTURES1 B4 196047 1320

50' POLE, 3 TOTAL FIXTURESB5 196047 13201

50' POLE, 3 TOTAL FIXTURES1 B6 196047 1320

50' POLE, 3 TOTAL FIXTURES1 B7 196047 1320

50' POLE, 3 TOTAL FIXTURES1 B8 196047 1320

30' POLE, 1 TOTAL FIXTURE 102164 8401 K1

30' POLE, 1 TOTAL FIXTURE 102164 8401 K2

30' POLE, 1 TOTAL FIXTUREK3 102164 8401

30' POLE, 1 TOTAL FIXTURE1 K4 102164 840

30' POLE, 1 TOTAL FIXTURE1 P1 59061 533

COORDINATE

WITH EREC.

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CONTACTOR

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PROPOSED WEST FIELD ONE-LINE DIAGRAM

LIGHTING CONTACTOR - 4-POLE WITH

PHOTOCELL

NOTES FOR DESIGNER:

1. THIS SCHEMATIC IS FOR A LC THAT REQUIRES BOTH LOW AMBIENT LIGHT AND THE

CORRECT TIME TO ENGAGE.

2. VERIFY LIGHTING VOLTAGE

Rev Date Drawn Description Ch’k’d App’d

Mott MacDonald Florida, LLC.

220 West Garden Street

Suite 700

Pensacola, FL 32502

United States of America

T +1 (850) 484 6011

www.mottmac.com/americas

Architects Engineers Surveyors

AA - C0000035 EB - 0000155 LB - 0006783

Client

Title

Rev Date Drawn Description Ch’k’d App’d

Client

Title

FIDELIS COMMUNITY PARK

PROPOSED AMENITIES

DIAGRAMS, DETAILS AND SCHEDULES

Project Number

404056

B/O Total

Designed ANDREW GIBBS Eng check R. LANGE

Drawn J. MATT HALL Coordination K. MORGAN

Dwg check A. GIBBS

Scale at ANSI D Status

N.T.S. PRE

Approved

Rev

P1

A. GIBBS

Security

STD

Drawing Number

THIS DRAWING IS

NOT FOR

CONSTRUCTION

Project Number B/O Total

Designed Eng check

Drawn Coordination

Dwg check Approved

Scale at ANSI D Status Rev Security

Drawing Number

E-010

© Mott MacDonald

This document is issued for the party which commisioned it and for specific purposed connected with the captioned project only. It should not be relied upon by any other party or used for any other purpose

We accept no responsibility for the consequences of this document being relied upon by any other party, or being used for any other purpose, or containing any error or omission which is due to an error or omission in data supplied to us by other parties.

Page 20: CONSTRUCTION PLANS FIDELIS COMMUNITY PARK

/

LIGHT FIXTURE, MOUNT ON PRECAST CONCRETE POLE,

TENON MOUNT -----...,. ~ HEIGHT PER PLANS. THE '"'J=:f_.....__l ENGINEER Of RECORD L I I DEL.EGA TES THE DESIGN OF

___ __. THE POLE AND BURIAL

... .. •. ... BURIED--..... ·.

CONCRETE " ·.• ·• POLE · .. ·

• . . ...

.. .. .

..

. . . . . •

DEPTH TO A SPECIAL ENGINEER, REGISTERED IN THE STATE OF FLORIDA. THE DESIGN SHALL BE TO THE FBC AND ASCE 7, CURRENT EDITIONS. BASIC WIND SPEED: PER PROJECT LOCATION, RISK CATEGORY II. PROVIDE SIGNED AND SEALED SHOP DRAWING CALCULATIONS BASED ON THE SELECTED FIXTURE ••

-,¥ '¥' I -,¥ '¥' -.L..-----'----1 .... I---.,__ ___ ___._ . · . ....

4 . . _ ... . ..

BURIED ---..... WOODEN '

POLE

. .

--LIGHT FIXTURES, MOUNT ON WOODEN POLE, HEIGHT PER PLANS. THE ENGINEER OF RECORD DELEGATES THE DESIGN OF THE POLE, FIXTURE SUPPORTS, AND BURIAL DEPTH TO A SPECIAL ENGINEER, REGISTERED IN THE STATE Of FLORIDA. THE DESIGN SHAUL BE TO THE FBC AND ASCE 7, CURRENT EDITIONS • BASIC WIND SPEED: PER PROJECT LOCATION, RISK CATEGORY II. PROVIDE SIGNED AND SEALED SHOP DRAWING CALCULATIONS BASED ON THE SELECTED FIXTURE •

f"

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111::;:;111::;:;11•

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M MOTT M MACDONALD

PAVEMENT

24"

COMPACTED

BACKFILL

3"

3"

3"

3"3" 3" 3" 3"

NOTES:

1. CONCRETE SHALL BE 3000 PSI FIBER REINFORCED (RED IN COLOR).

PLAYGROUND POLE DETAIL

LIGHT POLE DETAIL

UNDER ROADWAY/DRIVEWAY PROTECTED

CONDUIT INSTALLATION

NO SCALE

NO SCALE

NO SCALE

Rev Date Drawn Description Ch’k’d App’d

Mott MacDonald Florida, LLC.

220 West Garden Street

Suite 700

Pensacola, FL 32502

United States of America

T +1 (850) 484 6011

www.mottmac.com/americas

Architects Engineers Surveyors

AA - C0000035 EB - 0000155 LB - 0006783

Client

Title

Rev Date Drawn Description Ch’k’d App’d

Client

Title

FIDELIS COMMUNITY PARK

PROPOSED AMENITIES

ELECTRICAL DETAILS

Project Number B/O Total

404056

Designed ANDREW GIBBS Eng check R. LANGE

Drawn J. MATT HALL Coordination K. MORGAN

Dwg check A. GIBBS Approved A. GIBBS

Scale at ANSI D

N.T.S.

Status

PRE

Rev

P1

Security

STD

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THIS DRAWING IS

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Project Number B/O Total

Designed Eng check

Drawn Coordination

Dwg check Approved

Scale at ANSI D Status Rev Security

Drawing NumberDrawing Number

E-011

© Mott MacDonald

This document is issued for the party which commisioned it and for specific purposed connected with the captioned project only. It should not be relied upon by any other party or used for any other purpose

We accept no responsibility for the consequences of this document being relied upon by any other party, or being used for any other purpose, or containing any error or omission which is due to an error or omission in data supplied to us by other parties.

AutoCAD SHX Text
LIGHT FIXTURE, MOUNT ON PRECAST CONCRETE POLE, HEIGHT PER PLANS. THE ENGINEER OF RECORD DELEGATES THE DESIGN OF THE POLE AND BURIAL DEPTH TO A SPECIAL ENGINEER, REGISTERED IN THE STATE OF FLORIDA. THE DESIGN SHALL BE TO THE FBC AND ASCE 7, CURRENT EDITIONS. BASIC WIND SPEED: PER PROJECT LOCATION, RISK CATEGORY II. PROVIDE SIGNED AND SEALED SHOP DRAWING CALCULATIONS BASED ON THE SELECTED FIXTURE..
AutoCAD SHX Text
BURIED CONCRETE POLE
AutoCAD SHX Text
TENON MOUNT
AutoCAD SHX Text
LIGHT FIXTURES, MOUNT ON WOODEN POLE, HEIGHT PER PLANS. THE ENGINEER OF RECORD DELEGATES THE DESIGN OF THE POLE, FIXTURE SUPPORTS, AND BURIAL DEPTH TO A SPECIAL ENGINEER, REGISTERED IN THE STATE OF FLORIDA. THE DESIGN SHALL BE TO THE FBC AND ASCE 7, CURRENT EDITIONS. BASIC WIND SPEED: PER PROJECT LOCATION, RISK CATEGORY II. PROVIDE SIGNED AND SEALED SHOP DRAWING CALCULATIONS BASED ON THE SELECTED FIXTURE.
AutoCAD SHX Text
BURIED WOODEN POLE
Page 21: CONSTRUCTION PLANS FIDELIS COMMUNITY PARK

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HORIZONTAL SCALE -20 0 20 60

20Scale: 1"= '

K3

K4

K2

K1

WP

B6

B8

B7

B4

B5

B2

B3

LIGHTING CONTACTOR

B1

LC-1

L-K3

L-K4

L-K2

L-B6

L-B8

L-K1

L-B7

L-B4

L-B5

L-LC-1

L-B2

L-P1

L-P1

L-B1

L-LC-1

L-B3

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IN ACCORDANCE WITH

SHEET C-013

252

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MATCHLINE - FOR CONTINUATION SEE DRAWING NO. E-101

KEY NOTES

-

A. THREE TYPE "S" FLOODLIGHTS WITH MOUNTING BRACKETS ON

A SINGLE POLE.

B. ONE TYPE "C2" FLOODLIGHT WITH MOUNTING BRACKET ON

SINGLE POLE.

Rev Date Drawn Description Ch’k’d App’d

Client

Title

FIDELIS COMMUNITY PARK

PROPOSED AMENITIES

PROPOSED ELECTRICAL LAYOUT

Project Number B/O Total

404056

Designed ANDREW GIBBS Eng check R. LANGE

Drawn J. MATT HALL Coordination K. MORGAN

Dwg check A. GIBBS Approved A. GIBBS

Scale at ANSI D

1:20

Status

PRE

Rev

P1

Security

STD

Drawing Number

Rev Date Drawn Description Ch’k’d App’d

Mott MacDonald Florida, LLC.

220 West Garden Street

Suite 700

Pensacola, FL 32502

United States of America

T +1 (850) 484 6011

www.mottmac.com/americas

Architects Engineers Surveyors

AA - C0000035 EB - 0000155 LB - 0006783

Client

Title

THIS DRAWING IS

NOT FOR

CONSTRUCTION

© Mott MacDonald

This document is issued for the party which commisioned it and for specific purposed connected with the captioned project only. It should not be relied upon by any other party or used for any other purpose

We accept no responsibility for the consequences of this document being relied upon by any other party, or being used for any other purpose, or containing any error or omission which is due to an error or omission in data supplied to us by other parties.

Project Number B/O Total

Designed Eng check

Drawn Coordination

Dwg check Approved

Scale at ANSI D Status Rev Security

Drawing Number

E-100

AutoCAD SHX Text
STATE ROAD NO. 87 (100' R/W)
AutoCAD SHX Text
EXISTING OLD BRICK
AutoCAD SHX Text
SCHOOL BUILDING
AutoCAD SHX Text
12' HIGH C.L.F.
AutoCAD SHX Text
"ASPHALT"
AutoCAD SHX Text
BASKETBALL COURT
AutoCAD SHX Text
COVERED CONC.
AutoCAD SHX Text
COVERED CONC.
AutoCAD SHX Text
GRASS
AutoCAD SHX Text
"ASPHALT"
AutoCAD SHX Text
EXISTING
AutoCAD SHX Text
BRICK
AutoCAD SHX Text
BUILDING
AutoCAD SHX Text
GATE
AutoCAD SHX Text
EXISTING
AutoCAD SHX Text
"GRASS"
AutoCAD SHX Text
MANHOLE LIDS
AutoCAD SHX Text
FOR SEPTIC TANK
AutoCAD SHX Text
"ASPHALT"
AutoCAD SHX Text
PAVILION
AutoCAD SHX Text
20'x40' COVERED
AutoCAD SHX Text
SERVICE POINT (AS SHOWN ON ONE-LINE) COORDINATE WITH EREC. FOR REQUIREMENTS
AutoCAD SHX Text
E
AutoCAD SHX Text
W
AutoCAD SHX Text
S
AutoCAD SHX Text
N
Page 22: CONSTRUCTION PLANS FIDELIS COMMUNITY PARK

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E-101

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20A, 240V, SPST WEATHERPROOF

SWITCH WITH WEATHERPROOF COVER.

HORIZONTAL SCALE -20 0 20

20Scale: 1"= '

MATCHLINE - FOR CONTINUATION SEE DRAWING NO. E-100

KEY NOTES

-

A. ONE TYPE "C1" FLOODLIGHT WITH MOUNTING BRACKET ON

SINGLE POLE.

Rev Date Drawn Description Ch’k’d App’d

Client

Title

FIDELIS COMMUNITY PARK

PROPOSED AMENITIES

PROPOSED ELECTRICAL LAYOUT

Project Number B/O Total

404056

Designed ANDREW GIBBS Eng check R. LANGE

Drawn J. MATT HALL Coordination K. MORGAN

Dwg check A. GIBBS Approved A. GIBBS

Scale at ANSI D

1:20

Status

PRE

Rev

P1

Security

STD

Drawing Number

Rev Date Drawn Description Ch’k’d App’d

Mott MacDonald Florida, LLC.

220 West Garden Street

Suite 700

Pensacola, FL 32502

United States of America

T +1 (850) 484 6011

www.mottmac.com/americas

Architects Engineers Surveyors

AA - C0000035 EB - 0000155 LB - 0006783

Client

Title

THIS DRAWING IS

NOT FOR

CONSTRUCTION

Use

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88

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© Mott MacDonald

This document is issued for the party which commisioned it and for specific purposed connected with the captioned project only. It should not be relied upon by any other party or used for any other purpose

We accept no responsibility for the consequences of this document being relied upon by any other party, or being used for any other purpose, or containing any error or omission which is due to an error or omission in data supplied to us by other parties.

Project Number B/O Total

Designed Eng check

Drawn Coordination

Dwg check Approved

Scale at ANSI D Status Rev Security

Drawing Number

E-101

AutoCAD SHX Text
EXISTING OLD BRICK
AutoCAD SHX Text
SCHOOL BUILDING
AutoCAD SHX Text
CONC.
AutoCAD SHX Text
BLK.
AutoCAD SHX Text
BLDG.
AutoCAD SHX Text
"ASPHALT"
AutoCAD SHX Text
TENNIS COURT
AutoCAD SHX Text
12' HIGH C.L.F.
AutoCAD SHX Text
GATE
AutoCAD SHX Text
"GRASS"
AutoCAD SHX Text
"GRASS"
AutoCAD SHX Text
EXISTING
AutoCAD SHX Text
EXISTING
AutoCAD SHX Text
PRE T-BALL FIELD
AutoCAD SHX Text
BALL FIELD
AutoCAD SHX Text
"CLAY"
AutoCAD SHX Text
EXISTING
AutoCAD SHX Text
(STRIPING FADED)
AutoCAD SHX Text
E
AutoCAD SHX Text
W
AutoCAD SHX Text
S
AutoCAD SHX Text
N