PETTIS_PARK_PLANS.pdf

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Job No.

Date:

Checked by:

Designed by:

Drawn by:

Sheet No.No. DateNo. Date Revision Revision www.cphcorp.com C 2025

THIS SHEET NOT VALID FOR CONSTRUCTION WITHOUT COMPLETE SET OF PLANS.

Building Better Communities Together

C0.1COVER SHEETPETTIS PARK PAVILION

New Smyrna Beach/Volusia/FL

K. Berlinsky K. Berlinsky J. Morton 03/25/25 2500166

CPH, LLC

A Full Service A & E Firm

Plans Prepared By:500 West Fulton Street Sanford, FL 32771 Ph: 407.322.6841 www.sunshine811.com

VERTICAL DATUM: NAVD 88

OWNER

CITY OF NEW SMYRNA BEACH

CONTACT: JESSE KOBE,

CAPITAL PROJECT DIRECTOR

210 SAMS AVENUE

NEW SMYRNA BEACH, FL 32168

PHONE: (386) 410-2613

ENGINEER

CPH, INC.

500 W FULTON STREET

SANFORD, FLORIDA 32771

ATTN: JEREMY MORTON, P.E.

(407) 322-6841

SURVEYOR

DANIEL W. CORY SURVEYOR, LLC

300 CANAL STREET

NEW SMYRNA BEACH, FLORIDA 32168

ATTN: JEFFREY W. CORY, P.S.M.

(386) 427-9575

UTILITY CONTACTS

ELECTRIC - WATER - SANITARY SEWER:

NEW SMYRNA BEACH UTILITIES

200 CANAL ST,

NEW SYMRNA BEACH, FLORIDA, 32168

JULIE COUILLARD

JCOUILLARD@NSBUFL.COM

KENNY HO

KHO@NSBUFL.COM

(386) 424-3078

TELEPHONE

AT&T

1120 S. ROGERS CIRCLE

BOCA RATON, FL 33487

ATTN: DINO FARRUGGIO

CHARTER COMMUNICATIONS

4145 S FALKENBURG ROAD, STE 4

RIVERVIEW FL 33578

ATTN: KEVIN GALBREATH

CITY OF NEW SMYRNA BEACH

DEVELOPMENT SERVICES DEPARTMENT

214 SAMS AVENUE

NEW SMYRNA BEACH, FL 32168

(386) 410-2800

STATE DEPARTMENT OF

ENVIRONMENTAL PROTECTION

FDEP - CENTRAL DISTRICT

3319 MAGUIRE BOULEVARD

ORLANDO, FL 32803

ATTN: REVIEWER

(407) 897-4100

WATER MANAGEMENT DISTRICT

ST. JOHNS RIVER WATER MANAGEMENT

DISTRICT

APOPKA SERVICE CENTER

2501 S. BINION ROAD

APOPKA, FL 32703

ATTN: REVIEWER

(407) 659-4800

SITE LOCATION

CONSTRUCTION PLANS FOR

PETTIS PARK PAVILION - CITY OF NEW SMYRNA BEACH

MARY AVENUE & NORTH DUSS STREET

New Smyrna Beach / Volusia County / FL

SECTION 18 - TOWNSHIP 17 SOUTH - RANGE 34 EAST

PARCEL ID: 741808100010

APPROVAL

AGENCIES

UTILITY

PROVIDERSCONSULTANTS

VICINITY MAP

SCALE: 1" = 2,000'

LOCATION MAP

SCALE: 1" = 500'

A/C - AIR CONDITIONER

APPROX - APPROXIMATE

ASPH - ASPHALT

AVG - AVERAGE

BFP - BACK FLOW PREVENTER

BLK - BLOCK

BLDG - BUILDING

BOC - BACK OF CURB

BOW - BACK OF WALL

C & G - CURB & GUTTER

CE - CONSTRUCTION ENTRANCE

C/L - CENTERLINE

CMP - CORRUGATED METAL PIPE

CO - CLEAN OUT

CONC - CONCRETE

DEPT - DEPARTMENT

DS - DOWN SPOUT

ELEC - ELECTRIC

EM - ELECTRICAL METER

ELEV - ELEVATION

EOP - EDGE OF PAVEMENT

FDC - FIRE DEPARTMENT CONNECTION

FDOT - FLORIDA DEPARTMENT OF TRANSPORTATION

FF - FINISH FLOOR

FG - FINISH GRADE

FH - FIRE HYDRANT

FM - FORCE MAIN

FOC - FACE OF CURB

FP&L - FLORIDA POWER AND LIGHT

GOV'T - GOVERNMENT

HB - HOSE BIB

HC - ADA ACCESSIBLE

HDPE - HIGH DENSITY POLYETHYLENE PIPE

INV - INVERT

IRR - IRRIGATION

ME - MATCH EXISTING ELEVATION

MES - MITERED END SECTION

MH - MANHOLE

PVC - POLYVINYL CHLORIDE PIPE

PVMT - PAVEMENT

R - RADIUS

RCP - REINFORCED CONCRETE PIPE

REV - REVISION

R/W - RIGHT-OF-WAY

SF - SQUARE FEET

S/W - SIDEWALK

TOB - TOP OF BANK

TOE - TOE OF SLOPE

TW - TOP OF WALL

TYP - TYPICAL

UNK - UNKNOWN

UTL - UNDERGROUND TELEPHONE LINES

W/ - WITH

WV - WATER VALVE

ABBREVIATION/

SIGN LEGEND

PROJECT INFORMATION:

EXISTING ZONING: RECREATION

PROPOSED ZONING: RECREATION

SITE LOCATION

INDEX OF SHEETS

C0.1 COVER SHEET

C0.2 GENERAL NOTES

C0.3 DEMOLITION & EROSION CONTROL PLAN

C0.4 SITE & GRADING PLAN

C0.5 SHELTER DETAILS

AutoCAD SHX Text J:\2500166\Civil\DWG\_Current_Plan_Set\2500166 - COVER.dwg, 7/1/2025 1:36:36 PM, Kyle Berlinsky, , 7/1/2025 1:36:36 PM, Kyle Berlinsky, 7/1/2025 1:36:36 PM, Kyle Berlinsky, , Kyle Berlinsky, Kyle Berlinsky, , jmorton Typewriter

JEREMY MORTON, P.E

FL PE# 75410

jmorton Typewriter Jeremy C. Morton, State of Florida, Professional Engineer, License No. 75410 This item has been digitally signed and sealed by Jeremy C. Morton, P.E. on the date indicated here. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies.

Date:

Checked by:

Designed by:

Drawn by:

Sheet No.No. DateNo. Date Revision Revision www.cphcorp.com C 2025

THIS SHEET NOT VALID FOR CONSTRUCTION WITHOUT COMPLETE SET OF PLANS.

Building Better Communities Together

C0.2GENERAL NOTESPETTIS PARK PAVILION

New Smyrna Beach/Volusia/FL

K. Berlinsky K. Berlinsky J. Morton 03/25/25 2500166

CPH, LLC

A Full Service A & E Firm

Plans Prepared By:500 West Fulton Street Sanford, FL 32771 Ph: 407.322.6841

GENERAL PROVISIONS

1. PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL MAKE A PRE-CONSTRUCTION VIDEO (DVD FORMAT) ALONG THE PROPOSED ROUTE IN ACCORDANCE WITH THE SPECIFICATIONS. IN PARTICULAR, THE VIDEO SHALL DOCUMENT THE CONDITION OF EXISTING DRIVEWAYS, BUILDINGS, STRUCTURES, MAILBOXES, SIGNS, FENCES, AND LANDSCAPING ALONG PROPOSED CONSTRUCTION AREAS.

2. THE CONTRACTOR SHALL RECOGNIZE AND ABIDE BY ALL OSHA EXCAVATION SAFETY STANDARDS, INCLUDING THE FLORIDA TRENCH SAFETY ACT (FS 553.60-553.64). ANY MATERIAL, CONSTRUCTION METHODS, OR MATERIAL COST TO COMPLY WITH THESE LAWS SHALL BE INCIDENTAL TO THE

CONTRACT.

3. ALL CONSTRUCTION PROJECTS 1 OR MORE ACRES IN SIZE THAT DISCHARGE TO OFFSITE AREAS ARE REQUIRED TO COMPLY WITH THE REQUIREMENTS OF THE NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM (NPDES) GENERAL PERMIT FOR STORMWATER DISCHARGE FROM SMALL AND LARGE CONSTRUCTION ACTIVITIES. IN ORDER TO MEET NPDES REQUIREMENTS, THE CONTRACTOR IS RESPONSIBLE FOR PREPARING A STORMWATER POLLUTION PREVENTION PLAN (SWPPP), IMPLEMENTING, INSPECTING, MAINTAINING, AND REPORTING ON ALL ELEMENTS OF THE SWPPP, COMPLETING AND SUBMITTING THE REQUIRED NOTICE OF INTENT (NOI) AND NOTICE OF TERMINATION (NOT) FORMS AS THE OPERATOR, AND PAYING ALL ASSOCIATED FEES. FOR PROJECTS LESS THAN 1 ACRE IN SIZE THAT ARE NOT REQUIRED TO COMPLY WITH THE NPDES GENERAL PERMIT, THE CONTRACTOR IS STILL RESPONSIBLE FOR IMPLEMENTING AND MAINTAINING EROSION AND SEDIMENT CONTROL MEASURES PRIOR TO

AND DURING CONSTRUCTION IN ACCORDANCE WITH THE DRAWINGS AND SPECIFICATIONS.

4. UNLESS OTHERWISE NOTED ON THE PLANS, THE CONTRACTOR SHALL USE THE GEOMETRY PROVIDED ON THE CONSTRUCTION PLANS.

BENCHMARK INFORMATION SHALL BE PROVIDED TO THE CONTRACTOR BY THE OWNER OR OWNER'S SURVEYOR. ANY DISCREPANCIES BETWEEN FIELD MEASUREMENTS AND CONSTRUCTION PLAN INFORMATION SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER IMMEDIATELY.

5. BASE SURVEY INFORMATION INCLUDING BUT NOT LIMITED TO ELEVATIONS, EASEMENTS, RIGHTS OF WAY, AND OTHER TOPOGRAPHIC INFORMATION HAS BEEN PREPARED BY OTHER PROFESSIONALS. CPH, INC. ASSUMES NO RESPONSIBILITY FOR THE ACCURACY OF THIS

INFORMATION.

6. THIS SET OF PLANS MAY CONTAIN DRAWINGS PREPARED BY OTHER PROFESSIONALS, WHICH CONTAIN THE NAME, ADDRESS, AND LOGO OF THE PROFESSIONAL. CPH, INC. IS NOT RESPONSIBLE FOR DRAWINGS PREPARED BY OTHER PROFESSIONALS.

7. THE CONTRACTOR SHALL SUBMIT THREE (3) COPIES OF SHOP DRAWINGS TO THE ENGINEER FOR APPROVAL PRIOR TO ORDERING THE MATERIALS REQUIRED FOR CONSTRUCTION. PRIOR TO SUBMISSION, THE CONTRACTOR SHALL THOROUGHLY CHECK SHOP DRAWINGS, PRODUCT DATA, AND SAMPLES FOR COMPLETENESS AND FOR COMPLIANCE WITH THE CONSTRUCTION PLANS AND SHALL VERIFY ALL DIMENSIONS AND FIELD CONDITIONS AND SHALL COORDINATE THE SHOP DRAWINGS WITH THE REQUIREMENTS FOR OTHER RELATED WORK. THE CONTRACTOR'S RESPONSIBILITY FOR ERRORS AND OMISSIONS IN SUBMITTALS IS NOT RELIEVED BY THE ENGINEER'S REVIEW OF SUBMITTALS. THE CONTRACTOR SHALL NOTIFY THE ENGINEER, IN WRITING AT THE TIME OF SUBMISSION, OF DEVIATIONS IN SUBMITTALS FROM THE REQUIREMENTS OF THE

CONTRACT DOCUMENTS.

8. PROTECT BENCHMARKS, PROPERTY CORNERS, AND OTHER SURVEY MONUMENTS FROM DAMAGE OR DISPLACEMENT. IF MARKER NEEDS TO BE REMOVED IT SHALL BE REFERENCED BY LICENSED LAND SURVEYOR AND REPLACED, AS NECESSARY, BY SAME.

9. THE CONTRACTOR IS RESPONSIBLE FOR ALL QUALITY CONTROL TESTING. AS A MINIMUM, TESTING SHALL INCLUDE A) PIPING AND STRUCTURAL EXCAVATION, BEDDING AND BACKFILL MATERIALS AND DENSITY TESTS; B) DETERMINATION OF COMPACTIVE EFFORT NEEDED FOR COMPLIANCE WITH THE DENSITY REQUIREMENTS; C) PORTLAND CEMENT CONCRETE AND ASPHALT PAVING QUALITY CONTROL TESTING INCLUDING DESIGN MIX REVIEW, MATERIALS, FIELD SLUMP AND AIR CONTENT, AND FIELD AND LAB CURED STRENGTH SAMPLES AND TESTING.

10. IN ADDITION TO QUALITY CONTROL TESTING, THE CONTRACTOR SHALL BE RESPONSIBLE FOR REQUIRED TESTING OR APPROVALS FOR ANY WORK (OR ANY PART THEREOF) IF LAWS OR REGULATIONS OF ANY PUBLIC BODY HAVING JURISDICTION SPECIFICALLY REQUIRE TESTING, INSPECTIONS OR APPROVAL. THE CONTRACTOR SHALL PAY ALL COSTS IN CONNECTION THEREWITH AND SHALL FURNISH THE OWNER AND ENGINEER THE

REQUIRED CERTIFICATES OF INSPECTION, TESTING OR APPROVAL.

11. ANY DESIGN OR TESTING LABORATORY UTILIZED BY THE CONTRACTOR SHALL BE AN INDEPENDENT LABORATORY ACCEPTABLE TO THE OWNER AND THE ENGINEER, APPROVED IN WRITING, AND COMPLYING WITH THE LATEST EDITION OF THE "RECOMMENDED REQUIREMENTS FOR INDEPENDENT LABORATORY QUALIFICATION", PUBLISHED BY THE AMERICAN COUNCIL OF INDEPENDENT LABORATORIES.

12. TESTING RESULTS SHALL BE PROVIDED TO THE OWNER/OPERATOR AND THE ENGINEER. ALL TEST RESULTS SHALL BE PROVIDED (PASSING AND

FAILING) ON A REGULAR AND IMMEDIATE BASIS.

13. THE ENTIRE PROJECT SITE SHALL BE THOROUGHLY CLEANED AT THE COMPLETION OF THE WORK. CLEAN ALL INSTALLED PIPELINES, STRUCTURES, SIDEWALKS, PAVED AREAS, ACCUMULATED SILT IN PONDS, PLUS ALL ADJACENT AREAS AFFECTED BY CONSTRUCTION, AS DIRECTED BY THE OWNER OR JURISDICTIONAL AGENCY. EQUIPMENT TO CLEAN THESE SURFACES SHALL BE SUBJECT TO APPROVAL BY THE

OWNER.

UTILITY GENERAL NOTES

1. THE UTILITY DATA SHOWN ON THESE PLANS WAS LOCATED BY THE RESPECTIVE UTILITY, OR IS BASED ON UTILITY DRAWINGS, MAPS, OR FIELD

RECONNAISSANCE.

2. THE LOCATION, MATERIAL TYPE, AND SIZE OF ALL EXISTING UTILITIES SHOWN ON THE PLANS HAVE BEEN DETERMINED FROM THE BEST INFORMATION AVAILABLE AND ARE GIVEN FOR THE CONVENIENCE OF THE CONTRACTOR. THE ENGINEER ASSUMES NO RESPONSIBILITY FOR THEIR ACCURACY. PRIOR TO THE START OF ANY CONSTRUCTION ACTIVITY, IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE VARIOUS UTILITIES AND TO MAKE THE NECESSARY ARRANGEMENTS FOR ANY RELOCATIONS OF THESE UTILITIES WITH THE OWNER OF THE UTILITY. THE CONTRACTOR SHALL EXERCISE CAUTION WHEN CROSSING AN UNDERGROUND UTILITY, WHETHER SHOWN ON THE PLANS OR LOCATED BY THE UTILITY COMPANY. ANY UTILITIES, WHETHER SHOWN ON THESE PLANS OR NOT, THAT INTERFERE WITH THE PROPOSED CONSTRUCTION SHALL BE CLOSELY COORDINATED WITH THE ENGINEER AND THE RESPECTIVE UTILITY COMPANY FOR RELOCATION OR PROPER

INSTRUCTION.

3. A SINGLE POINT UTILITY IDENTIFICATION SERVICE HAS BEEN SET UP FOR EXISTING UTILITIES. THE CONTRACTOR IS TO CONTACT THE SUNSHINE STATE ONE CALL CENTER BY DIALING “811” AT LEAST TWO (2) AND NO MORE THAN FIVE (5) WORKING DAYS PRIOR TO THE SPECIFIC CONSTRUCTION ACTIVITY FOR FIELD LOCATION. NOTE THAT NOT ALL UTILITIES PARTICIPATE IN THIS PROGRAM. THE CONTRACTOR SHOULD CONTACT ALL NON-PARTICIPATING UTILITIES SEPARATELY FOR FIELD LOCATION OF THEIR FACILITIES AT LEAST TWO (2) WORKING DAYS PRIOR TO

CONSTRUCTION.

4. THE FOLLOWING UTILITIES HAVE PREVIOUSLY INDICATED THAT THEY MAY HAVE FACILITIES IN THE VICINITY OF THE CONSTRUCTION AREA:

NEW SMYRNA BEACH UTILITIES (NSBU)

200 CANAL STREET

NEW SMYRNA BEACH, FL 32168

AT&T

1120 S. ROGERS CIRCLE

BOCA RATON, FL 33487

ATTN: DINO FARRUGGIO

CHARTER COMMUNICATIONS

4145 S FALKENBURG ROAD, STE 4

RIVERVIEW FL 33578

ATTN: KEVIN GALBREATH

5. THE CONTRACTOR SHALL KEEP LOCATE TICKETS UP TO DATE AT ALL TIMES.

6. THE CONTRACTOR IS RESPONSIBLE FOR ALL COORDINATION WITH EACH UTILITY AND ALL COSTS ASSOCIATED WITH THE PROTECTION OF EXISTING FACILITIES DURING CONSTRUCTION. THE CONTRACTOR SHALL ALSO COORDINATE NECESSARY RELOCATIONS OR OTHER

CONSTRUCTION RELATED MATTERS WITH EACH UTILITY.

7. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO MAINTAIN IN SERVICE ALL EXISTING PIPING ENCOUNTERED DURING CONSTRUCTION UNLESS OTHERWISE INDICATED IN THE DRAWINGS. ANY PIPING WHICH CAN BE REMOVED DURING CONSTRUCTION WITHOUT UNDUE INTERRUPTION OF SERVICE MAY BE REMOVED AND REPLACED BY THE CONTRACTOR WITH THE PERMISSION OF THE OWNER AND THE ENGINEER.

8. THE CONTRACTOR SHALL FIELD LOCATE ALL WATER AND SEWER SERVICES AND LATERALS WITHIN THE PROPOSED CONSTRUCTION AREA PRIOR TO CONSTRUCTION AND ADJUST THE PROPOSED CONSTRUCTION AS NEEDED TO ACCOMMODATE THESE EXISTING LINES.

9. TYPICAL DETAILS AND PROPOSED CONSTRUCTION AS SHOWN ILLUSTRATE THE ENGINEER'S INTENT AND ARE NOT PRESENTED AS A SOLUTION TO ALL CONSTRUCTION PROBLEMS ENCOUNTERED IN THE FIELD. THE CONTRACTOR MAY ALTER THE PROPOSED CONSTRUCTION TO SUIT FIELD CONDITIONS, PROVIDED IT COMPLIES WITH THE PROJECT SPECIFICATIONS AND APPROVAL IS RECEIVED FROM THE ENGINEER. WHERE SUCH PROPOSED REVISIONS DEVIATE FROM THE FDEP CONSTRUCTION PERMIT, THEN SUCH REVISIONS WILL ALSO REQUIRE APPROVAL FROM FDEP.

10. FOR EACH RESPECTIVE PIPELINE CONSTRUCTION REQUIRED, THE CONTRACTOR SHALL FIELD VERIFY THE LOCATION, DEPTH, SIZE, MATERIAL TYPE, AND ALIGNMENT OF ALL EXISTING PIPES, CABLES, ETC. TO BE CROSSED OR CONNECTED TO. IF THE CONTRACTOR DEEMS NECESSARY (A) A CHANGE IN ALIGNMENT OR DEPTH, OR THE NEED FOR ADDITIONAL FITTINGS, BENDS, OR COUPLINGS, WHICH REPRESENT A DEPARTURE FROM THE CONTRACT DRAWING, OR (B) A NEED FOR RELOCATION OF EXISTING UTILITIES, THEN DETAILS OF SUCH DEPARTURES, RELOCATIONS, OR ADDITIONAL FITTINGS, INCLUDING CHANGES IN RELATED PORTIONS OF THE PROJECT AND THE REASONS THEREFORE, SHALL BE SUBMITTED WITH SHOP DRAWINGS. APPROVED DEPARTURES FOR THE CONTRACTOR'S CONVENIENCE SHALL BE MADE AT NO ADDITIONAL COST TO THE OWNER.

11. THE CONTRACTOR SHALL PROVIDE AT HIS OWN EXPENSE ALL NECESSARY TEST PUMPING EQUIPMENT, WATER, WATER METERS, PRESSURE GAUGES, AND OTHER EQUIPMENT, MATERIAL AND FACILITIES REQUIRED FOR ALL HYDROSTATIC, LEAKAGE, AND PRESSURE TESTING. THE CONTRACTOR SHALL CONTACT THE ENGINEER AND THE OWNER IN WRITTEN FORM, FORTY-EIGHT (48) HOURS IN ADVANCE OF PROPOSED TESTING. THE CONTRACTOR SHALL PERFORM SATISFACTORY PRETESTING PRIOR TO NOTIFICATION.

AS-BUILT DRAWING REQUIREMENTS

1. AS-BUILT DRAWINGS SHALL BE PROVIDED BY THE CONTRACTOR TO THE ENGINEER AT LEAST TWO WEEKS PRIOR TO FINAL INSPECTION. ALL AS-BUILT DATA SHALL BE PROVIDED BY A FLORIDA LICENSED SURVEYOR, SIGNED, SEALED AND DATED BY THE RESPONSIBLE PARTY.

2. ALL RECORD DRAWINGS SHALL BE PREPARED BY THE CONTRACTOR IN CIVIL 3D VERSION 2021 USING CONSTRUCTION PLAN SHEETS PROVIDED BY THE ENGINEER. AS-BUILT INFORMATION SHALL BE FIELD VERIFIED, MEASURED, ADDED TO THE ACAD FILES OF THE CONSTRUCTION PLAN SHEETS PROVIDED BY THE ENGINEER, AND CERTIFIED, SIGNED AND SEALED BY THE CONTRACTOR'S LICENSED SURVEYOR WHO WILL BE RESPONSIBLE FOR THE ACCURACY OF ALL DIMENSIONS AND ELEVATIONS. SHEET SIZES AND THE SCALE OF THE RECORD DRAWINGS SHALL MATCH SHEET

SIZING AND SCALE OF THE CONSTRUCTION PLANS. ADD BLOWUP DETAILS IF NECESSARY.

3. THE X, Y AND (Z) LOCATION BASED ON THE COORDINATE SYSTEM FLORIDA EAST ZONE STATE PLANE COORDINATE FEET NAD 83, OF ALL VALVES (CENTER OF PIPE), MANHOLES, INLETS, VALVE BOXES (GRADE), HYDRANTS (GRADE), BLOW OFFS (GRADE), SAMPLE POINTS (GRADE) AND METER BOXES (GRADE) ETC. SHALL BE CLEARLY SHOWN. ACCEPTABLE POSITION ACCURACY SHALL BE SUB-METER OR BETTER FOR COMPATIBILITY WITH GLOBAL POSITIONING SYSTEM (GPS) EQUIPMENT. THE VERTICAL DATUM USED SHALL BE NAVD 88 UNLESS OTHERWISE SHOWN ON THE

CONSTRUCTION PLANS.

4. THE SURVEYED AS-BUILT LOCATION OF THE NEWLY CONSTRUCTED FACILITIES SHALL BE IN AN ACAD OVERALL BASE DRAWING WHICH IS IN STATE PLANE. PROVIDING “PAPER SPACE” VIEWS THAT ARE NOT IN STATE PLANE OF THE CONSTRUCTED FACILITIES IS NOT ACCEPTABLE. PROVIDING NORTHING AND EASTING POINT TABLES ON SEPARATE NEW SHEETS ADDED TO THE CONSTRUCTION PLANS IS NOT ACCEPTABLE. THE AS-BUILT NORTHING AND EASTING DATA MUST BE ON THE INDIVIDUAL CONSTRUCTION PLAN SHEETS TO WHICH THE DATA APPLIES.

5. THE AS-BUILT INFORMATION IS TO INCLUDE, BUT NOT BE LIMITED TO, THE FOLLOWING:

A. HORIZONTAL LOCATIONS AND VERTICAL ELEVATIONS FOR ALL UTILITY AND STORM STRUCTURES INCLUDING BUT NOT LIMITED TO MANHOLES, INLETS AND CLEANOUTS, INCLUDING STRUCTURE TOP AND INVERT ELEVATIONS.

B. DISTANCE ALONG PIPELINES BETWEEN STRUCTURES.

C. STORMWATER POND TOP OF BERM AND POND BOTTOM ELEVATIONS AND HORIZONTAL DIMENSIONS MEASURED AT A MINIMUM OF TEN LOCATIONS PER POND, AT LOCATIONS DESIGNATED BY THE ENGINEER. TOP OF POND HORIZONTAL DIMENSIONS ARE ALSO TO BE TIED TO

PROPERTY CORNERS, EASEMENTS, AND RIGHTS-OF-WAY.

D. STORMWATER CONTROL STRUCTURE DIMENSIONS AND ELEVATIONS, INCLUDING ALL WEIRS, SLOTS, ORIFICES, GRATES, AND SKIMMERS.

E. STORMWATER CONVEYANCE SYSTEMS INCLUDING DIMENSIONS, ELEVATIONS, CONTOURS, AND CROSS SECTIONS.

F. HORIZONTAL LOCATIONS AND VERTICAL ELEVATIONS OF ALL UTILITY VALVES, FITTINGS, CONNECTION POINTS, ETC.

G. VERTICAL ELEVATIONS OF ALL PIPELINES AT CROSSINGS OF POTABLE WATER MAINS (WHETHER THE WATER MAIN IS EXISTING OR NEW) IN

ORDER TO DOCUMENT THAT THE MINIMUM REQUIRED VERTICAL SEPARATION HAS BEEN MET.

H. GRADE ELEVATION ABOVE UTILITY PIPELINE WHERE VERTICAL ELEVATIONS ARE REQUIRED AT ALL UTILITY VALVES, FITTINGS, CONNECTION

POINTS, ETC.

I. UTILITY PIPELINE TIED HORIZONTALLY TO EDGE OF PAVEMENT AND RIGHT-OF-WAY LINES, LOCATED EVERY 200-FT PLUS ALL CHANGES IN

HORIZONTAL OFFSET.

J. VERTICAL ELEVATIONS OF THE TOP OF CASING AND TOP OF CARRIER PIPE MEASURED AT EACH END OF CROSSINGS THAT HAVE BEEN JACK

AND BORED.

K. HORIZONTAL LOCATIONS (STATE PLANE COORDINATES AND STATIONS AND OFFSETS) OF EACH END OF STEEL CASING PIPE (ALSO PROVIDE

DISTANCE FROM EDGE OF PAVEMENT AND ADJACENT RIGHT-OF-WAY LINES).

L. PIPELINE THAT IS DIRECTIONAL BORED IS TO BE HORIZONTALLY AND VERTICALLY LOCATED EVERY 20' ALONG THE BORE. PROVIDE THIS INFORMATION BY SUBMITTING BORING LOGS AND BY DRAWING THE AS-BUILT VERTICAL AND HORIZONTAL LOCATIONS OF THE BORED PIPELINE ON THE RECORD DRAWINGS BASED ON THE BORING LOGS. PROVIDE STATE PLANE COORDINATES AT EACH END OF DIRECTIONAL

BORED PIPELINE.

M. PAVEMENT WIDTH AND ELEVATIONS AT THE CENTERLINE AND EDGE OF PAVEMENT EVERY 200 FEET PLUS AT ALL CHANGES IN LONGITUDINAL SLOPE, CROSS SLOPE, INLET LOCATIONS, AND AT ALL DRIVEWAY AND STREET INTERSECTIONS. FOR PARKING LOTS, RECORD CENTERLINE

AND EDGE OF PAVEMENT ELEVATIONS ALONG ALL DRIVE AISLES AND ISLANDS.

N. ALL PARKING AREAS AND SIDEWALK RAMPS DESIGNATED FOR HANDICAP ACCESS SHALL CONTAIN HORIZONTAL AND VERTICAL

MEASUREMENTS IN ORDER TO VERIFY REQUIRED WIDTHS AND SLOPES HAVE BEEN MET.

O. HORIZONTAL AND VERTICAL DATA FOR ANY CONSTRUCTION THAT DEVIATES FROM THE APPROVED ENGINEERING DRAWINGS.

P. WHERE THE PLANS CONTAIN SPECIFIC HORIZONTAL LOCATION DATA, SUCH AS STATION AND OFFSET, THE AS-BUILT DRAWINGS ARE TO

REFLECT THE ACTUAL HORIZONTAL LOCATION.

Q. WHERE THE PLANS CONTAIN SPECIFIC VERTICAL ELEVATION DATA, THE AS-BUILT DRAWINGS ARE TO REFLECT THE ACTUAL MEASURED

VERTICAL ELEVATION.

6. RECORD DRAWINGS ARE TO BE PREPARED BY THE CONTRACTOR, CERTIFIED BY THE CONTRACTOR'S LICENSED SURVEYOR, AND DELIVERED TO THE ENGINEER FOR REVIEW. THE ENGINEER WILL REVIEW THE DRAWINGS FOR COMPLETENESS IN ACCORDANCE WITH THE REQUIREMENTS OF THESE NOTES WITHIN SEVEN (7) FULL WORKING DAYS. FOR PRELIMINARY REVIEW, SUBMITTAL IN ACAD AND PDF FORMAT IS SUFFICIENT AND SIGNED AND SEALED COPIES ARE NOT NECESSARY. FINAL SUBMITTAL OF COMPLETE RECORD DRAWINGS SHALL CONSIST OF ONE SET SIGNED AND SEALED BY THE CONTRACTOR'S LICENSED SURVEYOR PLUS CIVIL 3D VERSION 2021 AND PDF FILES OF THE RECORD DRAWINGS DELIVERED TO THE ENGINEER. IF THE DRAWINGS ARE FOUND TO BE INCOMPLETE OR INACCURATE, THE DRAWINGS WILL BE RETURNED TO THE CONTRACTOR

FOR CORRECTION.

7. IN CASES WHERE THE OWNER DETERMINES PARTIAL CLEARANCES FROM PERMITTING AGENCIES ARE BENEFICIAL TO THE OWNER FOR COMPLETED PORTIONS OF THE PROJECT, PROVIDE PRELIMINARY RECORD DRAWINGS (ACAD FORMAT) TO THE ENGINEER FOR ITS USE IN

PREPARING THE PARTIAL CLEARANCE APPLICATIONS FOR THE OWNER.

8. COMPLETE SIGNED AND SEALED RECORD DRAWINGS ARE REQUIRED TO BE DELIVERED TO THE OWNER PRIOR TO FINAL INSPECTION OF THE PROJECT. FINAL INSPECTIONS WILL ONLY BE SCHEDULED UPON RECEIPT OF SIGNED AND SEALED RECORD DRAWINGS THAT HAVE BEEN

REVIEWED BY THE ENGINEER AND DELIVERED BY THE ENGINEER TO THE OWNER.

UTILITY SEPARATION REQUIREMENTS

1. THE HORIZONTAL SEPARATION BETWEEN WATER MAINS AND SANITARY SEWER, STORM SEWER, WASTEWATER FORCE MAINS, STORMWATER FORCE MAINS, RECLAIMED WATER MAINS AND ONSITE SEWAGE TREATMENT AND DISPOSAL SYSTEMS SHALL BE IN ACCORDANCE WITH THE

FOLLOWING:

A. THE OUTSIDE OF WATER MAINS SHALL BE A MINIMUM OF THREE FEET FROM THE OUTSIDE OF ANY EXISTING OR PROPOSED STORM SEWER, STORMWATER FORCE MAIN, VACUUM TYPE SANITARY SEWER AND RECLAIMED WATER MAIN.

B. THE OUTSIDE OF WATER MAINS SHALL BE A MINIMUM OF SIX FEET FROM THE OUTSIDE OF ANY EXISTING OR PROPOSED GRAVITY SANITARY SEWER AND WASTEWATER FORCE MAIN. THE MINIMUM HORIZONTAL SEPARATION DISTANCE BETWEEN THE OUTSIDE OF WATER MAINS AND THE OUTSIDE OF GRAVITY SANITARY SEWERS CAN BE REDUCED TO THREE FEET WHERE THE BOTTOM OF THE WATER MAIN IS AT LEAST SIX

INCHES ABOVE THE TOP OF THE SEWER.

C. THE OUTSIDE OF WATER MAINS SHALL BE A MINIMUM OF TEN FEET FROM ALL PARTS OF ANY EXISTING OR PROPOSED ONSITE SEWAGE TREATMENT AND DISPOSAL SYSTEM SUCH AS SEPTIC TANKS, DRAINFIELDS, AND GREASE TRAPS. ONSITE SEWAGE TREATMENT AND DISPOSAL SYSTEMS DO NOT INCLUDE PACKAGE SEWAGE TREATMENT FACILITIES AND PUBLIC WASTEWATER TREATMENT FACILITIES.

2. THE VERTICAL SEPARATION BETWEEN WATER MAINS AND SANITARY AND STORM SEWER, WASTEWATER OR STORMWATER FORCE MAINS, AND

RECLAIMED WATER MAINS SHALL BE IN ACCORDANCE WITH THE FOLLOWING:

A. WHEREVER POSSIBLE, WATER MAINS SHALL CROSS OVER EXISTING OR PROPOSED GRAVITY SANITARY SEWER, VACUUM TYPE SANITARY SEWER, AND STORM SEWER, SO THE OUTSIDE OF THE WATER MAIN IS AT LEAST SIX INCHES ABOVE THE OUTSIDE OF THE SEWER. WHERE IT IS NOT POSSIBLE FOR THE WATER MAIN TO CROSS OVER EXISTING OR PROPOSED GRAVITY SANITARY SEWER, VACUUM TYPE SANITARY SEWER, AND STORM SEWER, THEN THE WATER MAIN CAN CROSS UNDER THESE TYPES OF PIPELINE SYSTEMS PROVIDED THE OUTSIDE OF THE WATER MAIN IS AT LEAST 12 INCHES BELOW THE OUTSIDE OF THE PIPELINE. AT THE CROSSING, THE PROPOSED PIPE JOINTS SHALL BE ARRANGED SO THAT ALL WATER MAIN JOINTS ARE AT LEAST THREE FEET FROM VACUUM TYPE SANITARY SEWER OR STORM SEWER JOINTS, AND AT LEAST SIX FEET FROM GRAVITY SANITARY SEWER JOINTS.

B. WHEREVER POSSIBLE, WATER MAINS SHALL CROSS OVER EXISTING OR PROPOSED RECLAIMED WATER MAINS, WASTEWATER FORCE MAINS AND STORMWATER FORCE MAINS. WHETHER THE WATER MAIN CROSSES OVER OR UNDER THESE TYPES OF PIPELINE SYSTEMS, THE OUTSIDE OF THE WATER MAIN SHALL BE AT LEAST 12 INCHES FROM THE OUTSIDE OF THE EXISTING OR PROPOSED RECLAIMED WATER MAIN, WASTEWATER FORCE MAIN AND STORMWATER FORCE MAIN. AT THE CROSSING, THE PROPOSED PIPE JOINTS SHALL BE ARRANGED SO THAT ALL WATER MAIN JOINTS ARE AT LEAST THREE FEET FROM RECLAIMED WATER MAIN JOINTS AND STORMWATER FORCE MAIN JOINTS, AND AT

LEAST SIX FEET FROM THE JOINTS OF WASTEWATER FORCE MAINS.

3. NO WATER MAIN SHALL PASS THROUGH OR COME IN CONTACT WITH ANY PART OF A SANITARY SEWER MANHOLE.

4. NEW OR RELOCATED FIRE HYDRANTS SHALL BE LOCATED SUCH THAT THE UNDERGROUND DRAIN (WEEP HOLE) IS AT LEAST:

A. THREE FEET FROM ANY EXISTING OR PROPOSED STORM SEWER, STORMWATER FORCE MAIN, RECLAIMED WATER MAIN, OR VACUUM TYPE

SANITARY SEWER.

B. SIX FEET FROM ANY EXISTING OR PROPOSED GRAVITY SANITARY SEWER AND WASTEWATER FORCE MAIN.

C. TEN FEET FROM ANY ONSITE SEWAGE TREATMENT AND DISPOSAL SYSTEM SUCH AS SEPTIC TANKS, DRAINFIELDS, AND GREASE TRAPS.

ONSITE SEWAGE TREATMENT AND DISPOSAL SYSTEMS DO NOT INCLUDE PACKAGE SEWAGE TREATMENT FACILITIES AND PUBLIC

WASTEWATER TREATMENT FACILITIES.

5. THE FOLLOWING ARE ACCEPTABLE ALTERNATIVE CONSTRUCTION FEATURES TO BE CONSIDERED FOR COST EVALUATION WITH NO GUARANTEE THEY WILL BE APPROVED FOR IMPLEMENTATION WHERE IT IS NOT POSSIBLE TO MEET THE SEPARATION REQUIREMENTS. EXCEPTIONS FROM MEETING THE PIPE SEPARATION REQUIREMENTS, WITHOUT MITIGATION, SHALL BE ALLOWED ONLY BY FDEP IF TECHNICAL OR ECONOMIC JUSTIFICATIONS FOR EACH EXCEPTION PROVIDED BY THE ENGINEER ARE ACCEPTABLE TO FDEP AND ARE ONLY TO BE IMPLEMENTED UPON RECEIPT OF EXPRESSED WRITTEN CONSENT FROM THE ENGINEER AND APPROVAL FROM FDEP ON A CASE BY CASE BASIS. ALL POSSIBLE MEASURES TO ACHIEVE COMPLIANCE WITH THE PIPE SEPARATION REQUIREMENTS SHALL BE CONSIDERED FIRST ALONG WITH DESIGN CHANGES TO MEET THE REQUIREMENTS BEFORE THE ENGINEER SUBMITS A JUSTIFICATION OF AN EXCEPTION TO FDEP FOR APPROVAL. IMPLEMENTATION OF THESE MEASURES WITHOUT THE EXPRESSED WRITTEN CONSENT OF THE ENGINEER AND APPROVAL BY FDEP COULD RESULT IN THE REQUIREMENT THAT THE INSTALLED UNAPPROVED MEASURES BE REMOVED AND REPLACED AT NO ADDITIONAL COST.

A. WHERE A WATER MAIN IS LESS THAN THE REQUIRED MINIMUM HORIZONTAL DISTANCE FROM ANOTHER PIPELINE OR WHERE A WATER MAIN CROSSES ANOTHER PIPELINE AND JOINTS IN THE WATER MAIN ARE LESS THAN THE MINIMUM REQUIRED DISTANCE BETWEEN THE JOINTS IN

THE OTHER PIPELINE:

1) USE OF PRESSURE RATED PIPE CONFORMING TO AWWA STANDARDS FOR A GRAVITY OR VACUUM TYPE PIPELINE.

2) USE OF WELDED, FUSED, OR OTHERWISE RESTRAINED JOINTS FOR EITHER PIPELINE.

3) USE OF WATERTIGHT CASING PIPE OR CONCRETE ENCASEMENT AT LEAST FOUR INCHES THICK FOR EITHER PIPE.

B. WHERE A WATER MAIN IS LESS THAN THREE FEET HORIZONTALLY FROM ANOTHER PIPELINE OR WHERE A WATER MAIN CROSSES ANOTHER

PIPELINE LESS THAN THE REQUIRED MINIMUM SEPARATION:

1) USE OF PIPE OR CASING PIPE, HAVING HIGH IMPACT STRENGTH (AT LEAST EQUAL TO 0.25 INCH THICK DUCTILE IRON PIPE), OR CONCRETE ENCASEMENT AT LEAST FOUR INCHES THICK FOR THE WATER MAIN AND FOR THE OTHER PIPELINE IF THE OTHER PIPELINE

COVEYS WASTEWATER OR RECLAIMED WATER.

PERMITS

1. THE CONTRACTOR SHALL OBTAIN FROM THE OWNER COPIES OF ALL AVAILABLE

REGULATORY AGENCY PERMITS AND LOCAL AGENCY PERMITS OBTAINED BY THE

OWNER. THESE PERMITS INCLUDE:

PERMIT NO. ISSUING AGENCY DATE OF PERMIT

2. PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL APPLY FOR THE FOLLOWING

PERMITS FOR THE PROJECT CONSTRUCTION:

PERMIT TYPE

COVERAGE UNDER THE NPDES

GENERIC PERMIT FOR

STORMWATER DISCHARGE FROM

LARGE AND SMALL CONSTRUCTION

ACTIVITIES

DEWATERING

BUILDING PERMIT (INCLUDING

PERMITS FOR ALL

SUBCONTRACTOR WORK SUCH AS

ELECTRICAL, STRUCTURES,

RETAINING WALLS, ETC.)

RIGHT-OF-WAY USE PERMIT

PERMITTING AGENCY

FDEP

SJRMWD

YES

YES

PERMIT FEE TO BY

PAID BY

CONTRACTOR

(Y/N)

YES

NO

3. SIGNED AND SEALED CONSTRUCTION PLANS WILL BE PROVIDED TO THE

CONTRACTOR FOR ITS USE IN APPLYING FOR THE ABOVE PERMITS. THE

CONTRACTOR IS TO COORDINATE WITH EACH PERMITTING AGENCY IN ORDER TO

DETERMINE THE NUMBER OF SETS OF SIGNED AND SEALED CONSTRUCTION PLANS

THAT ARE REQUIRED AND THE REQUIRED SHEET SIZE (FULL SIZE 22”X34” OR HALF

SIZE 11”X17”).

4. THE CONTRACTOR SHALL REVIEW AND BECOME FAMILIAR WITH ALL PERMITS FOR THE

PROJECT, COMPLETE WITH ALL CONDITIONS, ATTACHMENTS, EXHIBITS AND PERMIT

MODIFICATIONS. A COPY OF ALL PERMITS FOR THE PROJECT SHALL BE MAINTAINED

BY THE CONTRACTOR AT THE PROJECT SITE, AND SHALL BE AVAILABLE FOR REVIEW

UPON REQUEST.

5. THE CONTRACTOR SHALL BE FULLY RESPONSIBLE TO ABIDE BY ALL PROVISIONS OF

THE PERMITS. THE CONTRACTOR IS RESPONSIBLE FOR THE SELECTION,

IMPLEMENTATION AND OPERATION OF ALL MEASURES REQUIRED BY THE PERMITS,

INCLUDING THE MAINTENANCE OF SAID MEASURES AS NECESSARY DURING

CONSTRUCTION. NO ADDITIONAL COMPENSATION WILL BE ALLOWED FOR ANY WORK

ASSOCIATED WITH PERMIT REQUIREMENTS.

SITE PREPARATION

1. UNLESS OTHERWISE DIRECTED BY THE OWNER OR ENGINEER, THE CONTRACTOR IS EXPECTED TO CONTAIN ALL CONSTRUCTION ACTIVITIES WITHIN THE PROPERTY, RIGHT-OF-WAY, AND EASEMENTS AS INDICATED ON THE DRAWINGS. AT NO TIME SHALL THE CONTRACTOR DISTURB SURROUNDING PROPERTIES OR TRAVEL ON SURROUNDING PROPERTIES WITHOUT WRITTEN CONSENT FROM THE PROPERTY OWNER. ANY REPAIR OR RECONSTRUCTION OF DAMAGED AREAS IN SURROUNDING PROPERTIES SHALL BE REPAIRED BY THE CONTRACTOR ON AN IMMEDIATE BASIS. ALL COSTS FOR REPAIRS SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR AND NO EXTRA COMPENSATION SHALL BE PROVIDED.

2. STAKE OUT THE CONSTRUCTION, ESTABLISH LINES AND LEVELS, TEMPORARY BENCH MARKS, BATTER BOARDS, CENTERLINES, BASELINES, AND REFERENCE POINTS FOR THE WORK, AND VERIFY ALL DIMENSIONS RELATING TO INTERCONNECTION WITH EXISTING FEATURES. REPORT ANY INCONSISTENCIES IN THE PROPOSED GRADES, LINES AND LEVELS, DIMENSIONS AND LOCATIONS TO THE ENGINEER BEFORE COMMENCING WORK.

3. PROTECT ALL TREES AND SHRUBS LOCATED OUTSIDE THE RIGHT-OF-WAY, EASEMENTS, AND OWNER SECURED PROPERTY, PARTICULARLY THOSE

TREES AND SHRUBS LOCATED ADJACENT TO WORK AREAS.

4. WITHIN THE RIGHT-OF-WAY, EASEMENTS, AND OWNER SECURED PROPERTY, THE INTENT IS TO ALLOW TREES AND SHRUBS TO REMAIN IN ACCORDANCE WITH THE FOLLOWING SCHEDULE: NEW ROADWAY CONSTRUCTION - TREES AND SHRUBS TO REMAIN WHERE LOCATED MORE THAN 15 FEET FROM THE BACK OF CURB, OR OUTSIDE THE LIMITS OF EXCAVATION OR FILL AREAS, WHICHEVER IS FURTHER. UTILITY PIPELINE CONSTRUCTION - TREES AND SHRUBS TO REMAIN OUTSIDE A 15 FOOT WIDE PATH, CENTERED ON THE PIPELINE.

5. TREES TO REMAIN IN THE CONSTRUCTION AREA SHALL BE BOXED, FENCED OR OTHERWISE PROTECTED IN ACCORDANCE WITH DETAILS ON THE

DRAWINGS. DO NOT PERMIT HEAVY EQUIPMENT OR STOCKPILES WITHIN BRANCH SPREAD

6. AREAS TO RECEIVE CLEARING AND GRUBBING SHALL INCLUDE ALL AREAS TO BE OCCUPIED BY THE PROPOSED IMPROVEMENTS, AREAS FOR FILL AND SITE GRADING, AND BORROW SITES. REMOVE TREES OUTSIDE OF THESE AREAS ONLY AS INDICATED ON THE DRAWINGS OR AS APPROVED IN

WRITING BY THE ENGINEER.

7. CLEARING SHALL CONSIST OF REMOVING TREES AND BRUSH AND DISPOSAL OF OTHER MATERIALS THAT ENCROACH UPON OR OTHERWISE

OBSTRUCT THE WORK.

8. EXERCISE EXTREME CARE DURING THE CLEARING AND GRUBBING OPERATIONS. DO NOT DAMAGE EXISTING STRUCTURES, PIPES OR UTILITIES.

9. GRUBBING SHALL CONSIST OF REMOVING AND DISPOSING OF STUMPS, ROOTS LARGER THAN 2" IN DIAMETER, AND MATTED ROOTS. REMOVE TO A

DEPTH OF NOT LESS THAN 18" BELOW THE ORIGINAL SURFACE LEVEL OF THE GROUND.

10. ALL COMBUSTIBLE DEBRIS AND REFUSE FROM SITE PREPARATION OPERATIONS SHALL BE REMOVED TO LEGAL OFFSITE DISPOSAL AREAS.

GRADING

1. GRADING SHOWN ON THESE PLANS IS PROVIDED TO THE CONTRACTOR TO EXPRESS THE GENERAL GRADING INTENT OF THE PROJECT. THE CONTRACTOR SHALL BE EXPECTED TO GRADE THE ENTIRE SITE TO PROVIDE POSITIVE DRAINAGE IN ALL AREAS THROUGHOUT THE SITE. SMOOTH TRANSITIONS SHALL BE PROVIDED BETWEEN CONTOURS OR SPOT ELEVATIONS AS SHOWN ON THE PLANS TO ACCOMPLISH THE GRADING INTENT.

ALL SLOPES SHALL BE STABILIZED IMMEDIATELY AFTER FINAL GRADING HAS BEEN COMPLETED. CONTRACTOR SHALL NOTIFY OWNER AND ENGINEER PRIOR TO DEMOBILIZATION OF GRADING EQUIPMENT TO DETERMINE THAT THE GRADING INTENT HAS BEEN ACHIEVED.

2. ALL PAVING SURFACES IN INTERSECTIONS AND ADJACENT SECTIONS SHALL BE GRADED TO DRAIN POSITIVELY AND TO PROVIDE A SMOOTHLY TRANSITIONED DRIVING SURFACE FOR VEHICLES WITH NO SHARP BREAKS IN GRADE, AND NO UNUSUALLY STEEP OR REVERSE CROSS SLOPES.

THE STANDARD CROWN MAY HAVE TO BE CHANGED IN ORDER TO DRAIN POSITIVELY IN THE AREA OF INTERSECTIONS. IT IS THE CONTRACTOR'S RESPONSIBILITY TO ACCOMPLISH THE ABOVE AND THE ENGINEER SHALL BE CONSULTED SO THAT HE MAY MAKE ANY AND ALL REQUIRED INTERPRETATIONS OF THE PLANS OR GIVE SUPPLEMENTARY INSTRUCTIONS TO ACCOMPLISH THE INTENT OF THE PLANS.

3. UNIFORMLY SMOOTH GRADE THE SITE. DEPRESSIONS FROM SETTLEMENT SHALL BE FILLED AND COMPACTED. TOPS OF EMBANKMENTS AND BREAKS IN GRADE SHALL BE ROUNDED. FINISHED SURFACES SHALL BE REASONABLY SMOOTH, COMPACTED, FREE FROM IRREGULAR SURFACE

CHANGES AND COMPARABLE TO THE SMOOTHNESS OBTAINED BY BLADE-GRADER OPERATIONS.

4. SLOPE GRADES TO DRAIN AWAY FROM STRUCTURES AT A MINIMUM OF ¼-INCH PER FOOT FOR 10 FEET. FINISHED SURFACES ADJACENT TO PAVED AREAS AND WITHIN 10 FEET OF STRUCTURES SHALL BE WITHIN 1 INCH OF THE PROPOSED GRADE. ALL OTHER AREAS SHALL BE WITHIN 3 INCHES

OF THE PROPOSED GRADE.

5. NEWLY GRADED AREAS SHALL BE PROTECTED FROM TRAFFIC AND EROSION. ALL SETTLEMENT OR WASHING AWAY THAT MAY OCCUR FROM ANY CAUSE PRIOR TO SEEDING OR ACCEPTANCE SHALL BE REPAIRED AND GRADES RE-ESTABLISHED TO THE REQUIRED ELEVATIONS AND SLOPES AT

NO ADDITIONAL COST TO THE OWNER.

EXCAVATION, TRENCHING, AND FILL

1. THE CONTRACTOR SHALL RECOGNIZE AND ABIDE BY ALL OSHA EXCAVATION SAFETY STANDARDS, INCLUDING THE FLORIDA TRENCH SAFETY ACT (FS 553.60-553.64). ANY MATERIAL, CONSTRUCTION METHODS, OR MATERIAL COST TO COMPLY WITH THESE LAWS SHALL BE INCIDENTAL TO THE

CONTRACT.

2. ROUGH EXCAVATE AND GRADE ANY PROPOSED STORMWATER PONDS AT THE START OF SITE GRADING ACTIVITIES. DIRECT SITE RUNOFF TO THE

PONDS TO MINIMIZE RUNOFF TO OFFSITE AREAS.

3. POND CONSTRUCTION SHALL RESULT IN THE FINISHED POND HAVING SIDE SLOPES AND DIMENSIONS THAT ARE IN ACCORDANCE WITH THE CONSTRUCTION DRAWINGS. IT IS THE CONTRACTOR'S SOLE RESPONSIBILITY TO ENSURE THAT THESE REQUIREMENTS HAVE BEEN MET. IF THE CONSTRUCTED SIDE SLOPES ARE STEEPER THAN THE REQUIRED SIDE SLOPES, OR THE POND VOLUME IS NOT WITHIN THREE (3) PERCENT OF THE DESIGN VOLUME, THE CONTRACTOR MAY BE REQUIRED TO MAKE CORRECTIONS TO THE POND AT NO ADDITIONAL COST TO THE OWNER.

4. FIELD DENSITY TESTING FREQUENCIES: A) ONE TEST FOR EACH 10,000 SQUARE FEET OR FRACTION THEREOF PER LIFT OF GENERAL BACKFILLING, MINIMUM 2 TESTS EACH LAYER; B) ONE TEST FOR EACH 100 SQUARE FEET OR FRACTION THEREOF OF BACKFILL AROUND AND UNDER STRUCTURES; C) ONE TEST FOR EACH 300 LINEAL FEET OR FRACTION THEREOF PER LIFT OF GENERAL BACKFILLING IN THE PIPELINE TRENCH; D) ONE TEST PER LIFT PER EACH CHANGE IN TYPE OF FILL; E) ONE TEST PER 1000 SQUARE FEET OF PAVEMENT SUBGRADE, MINIMUM OF 2 TESTS.

5. IT IS INTENDED THAT PREVIOUSLY EXCAVATED MATERIALS CONFORMING TO THE FOLLOWING REQUIREMENTS BE UTILIZED WHEREVER POSSIBLE.

A. ACCEPTABLE MATERIALS: AASHTO M145 CLASSIFICATION A-1, A-3, A-2-4, A-2-6; ASTM D2487 CLASSIFICATION GW, GP, GM, SM, SW, SP; UNLESS OTHERWISE DISAPPROVED WITHIN THE SOIL AND SUBSURFACE INVESTIGATION REPORTS. NO MORE THAN 12% OF ACCEPTABLE MATERIALS

SHALL PASS THE NUMBER 200 SIEVE.

B. UNACCEPTABLE MATERIALS: AASHTO M145 CLASSIFICATION A-2-5, A-2-7, A-4, A-5, A-6, A-7, A-8; ASTM D2487 CLASSIFICATION GC, SC, ML, MH, CL, CH, OL, OH, PT; UNLESS OTHERWISE APPROVED WITHIN THE SOIL AND SUBSURFACE INVESTIGATION REPORTS.

6. PROVIDE BARRIERS, WARNING LIGHTS AND OTHER PROTECTIVE DEVICES AT ALL EXCAVATIONS.

7. SIDEWALKS, ROADS, STREETS, AND PAVEMENTS SHALL NOT BE BLOCKED OR OBSTRUCTED BY EXCAVATED MATERIALS, EXCEPT AS AUTHORIZED BY THE ENGINEER, IN WHICH CASE ADEQUATE TEMPORARY PROVISIONS MUST BE MADE FOR SATISFACTORY TEMPORARY PASSAGE OF PEDESTRIANS, AND VEHICLES. MINIMIZE INCONVENIENCE TO PUBLIC TRAVEL OR TO TENANTS OCCUPYING ADJOINING PROPERTY.

8. FURNISH, INSTALL, AND MAINTAIN, WITHOUT ADDITIONAL COMPENSATION, SHEETING, BRACING, AND SHORING SUPPORT REQUIRED TO KEEP EXCAVATIONS WITHIN THE PROPERTY OR EASEMENTS PROVIDED, TO SUPPORT THE SIDES OF THE EXCAVATION, AND TO PREVENT ANY MOVEMENT WHICH MAY DAMAGE ADJACENT PAVEMENTS OR STRUCTURES, DAMAGE OR DELAY THE WORK, OR ENDANGER LIFE AND HEALTH.

VOIDS OUTSIDE THE SUPPORTS SHALL BE IMMEDIATELY FILLED AND COMPACTED.

9. SHEETING, SHORING, AND BRACING USED FOR THE SUPPORT OF EXCAVATIONS OVER 20 FEET DEEP SHALL BE DESIGNED BY A PROFESSIONAL

ENGINEER LICENSED BY THE STATE OF FLORIDA.

10. ALL EXCAVATIONS SHALL BE MADE BY OPEN CUT UNLESS OTHERWISE INDICATED. SLOPE SIDES OF TRENCHES IN ACCORDANCE WITH OSHA REQUIREMENTS AND THE RECOMMENDATIONS CONTAINED WITHIN THE PROJECT GEOTECHNICAL REPORT.

11. EXCAVATE TRENCHES TO DEPTH INDICATED OR REQUIRED FOR INDICATED FLOW LINES AND INVERT ELEVATIONS. OVER EXCAVATE TRENCHES A MINIMUM OF 2 FEET WHERE EXCAVATIONS OCCUR WITHIN UNSUITABLE SOILS, AND REPLACE OVER EXCAVATED MATERIAL WITH SUITABLE SOILS.

12. EXCEPT AS OTHERWISE INDICATED, EXCAVATE FOR PRESSURE PIPING SO TOP OF PIPING IS MINIMUM 3 FEET BELOW FINISHED GRADE.

13. TRENCH BOTTOMS AND THE BOTTOMS OF ALL STRUCTURES SHALL BE KEPT DRY, COMPACTED, AND STABLE TO A DEPTH TWO FEET BELOW THE

BOTTOM OF THE TRENCH OR STRUCTURE.

14. ALL BEDDING, FILL, AND BACKFILL MATERIAL SHALL BE SUITABLE SOILS OR FLOWABLE FILL. WHERE TRENCH OR EXCAVATION IS WITHIN THE INFLUENCE AREA OF ROADWAYS, STRUCTURES, FOUNDATIONS, OR SLABS, PLACE BACKFILL IN LAYERS OF 8 INCH LOOSE DEPTH. IN ALL OTHER

AREAS, PLACE FILL AND BACKFILL IN LAYERS OF 12 INCH LOOSE DEPTH.

15. MINIMUM DENSITY REQUIREMENT (ASTM D1557 OR AASHTO T180): BACKFILL AND FILL UNDER AND WITHIN THE INFLUENCE AREA OF ROADWAYS, STRUCTURES, SLABS, FOUNDATIONS = 98 PERCENT; BACKFILL AND FILL PLACED WITHIN PUBLIC ROAD RIGHT-OF-WAY AND UTILITY EASEMENTS = 95 PERCENT; BACKFILL AND FILL PLACED WITHIN POND AND ROAD EMBANKMENT = 95 PERCENT; BACKFILL AND FILL PLACED IN ALL OTHER AREAS =

90 PERCENT.

PAVING, SIDEWALKS, AND CURBING

1. MATERIALS AND CONSTRUCTION METHODS FOR THE ROADWAY AND PAVING CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE FLORIDA DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION, LATEST EDITION.

2. ROADWAY PAVING, BASE, AND SUBGRADE THICKNESSES SHALL BE IN ACCORDANCE WITH DETAILS ON THESE DRAWINGS. MATERIAL STABILITY

AND DENSITY REQUIREMENTS ARE AS FOLLOWS:

A. TYPE SP STRUCTURAL COURSE (SP-12.5)

B. LIMEROCK BASE: MINIMUM LBR OF 100, PLACED IN 6" MAXIMUM LIFTS, COMPACTED TO A MINIMUM DENSITY OF 98% OF THE MODIFIED PROCTOR DRY DENSITY (AASHTO T-180). CONTRACTOR MAY SUBSTITUTE ASPHALT BASE COURSE TYPE 3 (MIN. STABILITY OF 1000 LBS) AT NO ADDITIONAL COST, PROVIDED STRUCTURAL NUMBER EQUALS OR EXCEEDS THAT OF THE SPECIFIED LIMEROCK BASE.

C. SUBGRADE: STABILIZE TO A MIN. LBR OF 40, COMPACT TO A MINIMUM DENSITY OF 98% OF THE MODIFIED PROCTOR DRY DENSITY (AASTHO T-180). CONTRACTOR MAY SUBSTITUTE LIMEROCK SUBGRADE (MIN. LBR OF 100) OR CONTROLLED LOW STRENGTH MATERIAL (“FLOWABLE FILL”), F'C (28 DAY) = 100-125 PSI AT NO ADDITIONAL COST, PROVIDED THE STRUCTURAL NUMBER EQUALS OR EXCEEDS THAT OF THE

SPECIFIED SUBGRADE.

3. SIDEWALKS ARE TO BE CONSTRUCTED IN THE AREAS AS SHOWN ON THE CONSTRUCTION PLANS. THE SIDEWALK SHALL BE CONSTRUCTED OF 4" OF CONCRETE WITH A 28-DAY COMPRESSION STRENGTH OF 3000 PSI. JOINTS SHALL BE EITHER TOOLED OR SAW CUT AT A DISTANCE OF 10'.

HANDICAPPED RAMPS SHALL BE PROVIDED AT ALL INTERSECTIONS AND SHALL BE IN ACCORDANCE WITH THE FLORIDA ACCESSIBILITY CODE FOR

BUILDING CONSTRUCTION, LATEST EDITION.

4. CURBING SHALL BE CONSTRUCTED WHERE NOTED ON THE CONSTRUCTION PLANS. CONCRETE FOR CURBS SHALL BE FDOT CLASS "1" CONCRETE WITH A 28-DAY COMPRESSION STRENGTH OF 3000 PSI. ALL CURBS SHALL HAVE SAW CUT CONTRACTION JOINTS AND SHALL BE CONSTRUCTED AT INTERVALS NOT TO EXCEED 10'-0" ON CENTER. CONSTRUCTION OF CURBS SHALL BE IN CONFORMANCE WITH FDOT STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION (LATEST EDITION) SECTION 520 AND DETAILS PROVIDED ON THE CONSTRUCTION PLANS.

5. FIELD COMPACTION DENSITY, STABILITY, AND THICKNESS TESTING FREQUENCIES OF SUB-BASE, BASE, AND ASPHALT SHALL BE TESTED ONCE EVERY 300 LINEAR FEET OF PAVING PER 24-FT WIDE STRIP, STAGGERED LEFT, CENTER AND RIGHT OF CENTERLINE. WHERE LESS THAN 300 LINEAR FEET OF SUB-BASE, BASE, AND ASPHALT IS PLACED IN ONE DAY, PROVIDE MIN. OF ONE TEST FOR EACH PER DAY'S CONSTRUCTION AT A LOCATION DESIGNATED BY THE ENGINEER. ASPHALT EXTRACTION GRADATION SHALL BE TESTED FROM GRAB SAMPLES COLLECTED ONCE EVERY 1800 SQUARE YARDS OF ASPHALT DELIVERED TO THE SITE (OR A MINIMUM OF ONCE PER DAY).

AutoCAD SHX Text J:\2500166\Civil\DWG\_Current_Plan_Set\2500166 - COVER.dwg, 7/1/2025 11:12:14 AM, Kyle Berlinsky, , 7/1/2025 11:12:14 AM, Kyle Berlinsky, 7/1/2025 11:12:14 AM, Kyle Berlinsky, , Kyle Berlinsky, Kyle Berlinsky, , jmorton Typewriter

JEREMY MORTON, P.E

FL PE# 75410

4.93

4.82

4.77

4.63

5.245.45

5.47

5.08

5.13

5.3

5.3

5.3

5.3

5.2

5.20

5.335.36

5.3

5.32

5.27

5.19

5.2 45.2

5.28

5.30 5.32

5.40

5.2

5.42

5.38

5.36

5.47

5.47

5.38

5.37

5.23

5.26

5.17

5.19

4.99

4.97

4.60

4.82

4.66

5.31

4.96

4.98

5.07

5.01 4.94

6.8

5.5

5.1

5.0

5.8

4.9

4.8

4.8

4.9

4.9

4.9

5.0

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5.2

5.2

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5.2 5.0

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4.9

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4.9

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5.1

5.45.3

5.3

30" OAK

20" OAK

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16" OAK

25" OAK

23" OAK

18" OAK

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13" PALM

14" PALM

15" PALM

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ELEVATION

REMOVE 122 SQFT. ±

CONCRETE SIDEWALK

REMOVE 102 SQFT. ±

CONCRETE SIDEWALK

REMOVE PAVILION

AND CONCRETE PAD

REMOVE GARBAGE

RECEPTACLE

APPROXIMATE LIMITS

OF SIDEWALK REMOVAL

APPROXIMATE LIMITS

OF SIDEWALK REMOVAL

PERIMETER SILT FENCE

(TYP.)

Job No.

Date:

Checked by:

Designed by:

Drawn by:

Sheet No.No. DateNo. Date Revision Revision www.cphcorp.com C 2025

THIS SHEET NOT VALID FOR CONSTRUCTION WITHOUT COMPLETE SET OF PLANS.

Building Better Communities Together

C0.3DEMOLITION & EROSIONPETTIS PARK PAVILION

New Smyrna Beach/Volusia/FL

K. Berlinsky K. Berlinsky J. Morton 03/25/25 2500166

CPH, LLC

A Full Service A & E Firm

Plans Prepared By:500 West Fulton Street Sanford, FL 32771 Ph: 407.322.6841

Graphic Scale in Feet

10 10 20

N

CONTROL PLAN

LEGEND:

PROPERTY LINE

LIMITS OF DISTURBANCE

SF

SOIL BOUNDARY

SILT FENCE PER STATE OF

FLORIDA EROSION AND

SEDIMENT CONTROL MANUAL

(LATEST EDITION)

SF

SF

SF

SF

SF

SF

DEMOLITION NOTES:

1. EXISTING IRRIGATION LINES IF DAMAGED DURING

CONSTRUCTION SHALL BE REPLACED BY THE CONTRACTOR AT

THEIR EXPENSE.

2. ALL SOD AREAS TO BE REPLACED WITH SAME MATERIAL.

3. CONTRACTOR SHALL NOT IMPACT THE EXISTING TREES

SHOWN WITHOUT PRIOR APPROVAL BY THE CITY PLANNING

STAFF AND PROJECT MANAGER.

4. ALL CONSTRUCTION DEBRIS SHALL BE REMOVED PROMPTLY

AFTER DEMOLITION AND DISPOSE OFF-SITE.

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CONCRETE WALK

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CONCRETE WALK

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CONCRETE WALK

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CONCRETE WALK

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CONCRETE

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WALK

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IN CONCRETE

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WATER VALVE

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WATER VALVE

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IN CONCRETE

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GARBAGE

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RECEPTACLE

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RECEPTACLE

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GARBAGE

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WIRE PULL BOX

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FIBER OPTIC

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WIRE PULL BOX

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FIBER OPTIC

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WOOD

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DENOTES

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BOLLARD

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WOOD SWING

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STRUCTURE

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DENOTES

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PAVILION ON CONCRETE

AutoCAD SHX Text 13.2'x24.3'

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SIGN

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SIGN

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CRUSHED ASPHALT PARKING

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SIGNS

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SIGN

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ASPHALT PAVEMENT

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ASPHALT PAVEMENT

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PARKING

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CONCRETE

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(HANDICAP)

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SERVICE POLE

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ABANDONED

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SIGN

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SIGN

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LIGHT POLE

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"AE (EL 5)"

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ZONE

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FLOOD

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"AE (EL 5)"

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ZONE

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FLOOD

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EAVE LINE (APPROXIMATE)

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EAVE LINE

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EAVE LINE (APPROXIMATE)

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INWOOD

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MAP BOOK 4

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SUBDIVISION

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(APPROXIMATE)

AutoCAD SHX Text J:\2500166\Civil\DWG\_Current_Plan_Set\2500166 - SITE PLAN.dwg, 7/1/2025 11:13:04 AM, Kyle Berlinsky, , 7/1/2025 11:13:04 AM, Kyle Berlinsky, 7/1/2025 11:13:04 AM, Kyle Berlinsky, , Kyle Berlinsky, Kyle Berlinsky, , jmorton Typewriter

4.93

4.82

4.77

4.63

5.245.45

5.47

5.08

5.13

5.27

5.19

5.2 45.2

5.28

5.30 5.32

5.40

5.2

5.42

5.38

5.36

5.47

5.47

5.38

5.37

5.23

5.26

5.17

5.19

4.99

4.97

4.60

4.82

4.66

5.31

4.96

4.98

5.07

5.01 4.94

6.8

5.5

5.1

5.0

5.8

4.9

4.8

4.8

4.9

4.9

4.9

5.0

5.0

4.95.0

5.2

5.2

5.1

5.2 5.0

5.0

5.0

4.9

5.0

5.0

5.0

5.0

5.0

5.0

4.9

5.1

5.1

5.1

5.2

5.5

5.0

5.1

5.45.3

5.3

30" OAK

20" OAK

" O

AK

16" OAK

25" OAK

23" OAK

18" OAK

24" OAK

13" PALM

14" PALM

15" PALM

23.5" ELM

O /U

O/U

O/U

O/U

P)

' (P

P)

P)

MARY

AVENUE

(50' R/W)

N O

R

TH

D U

SS

S

TR

EE

T (6

0' R

/W

PL

AT

TE

D

"D

US

S

AV

EN

UE

145' (P

BENCHMARK

SET NAIL IN WEST SIDE

OF LIGHT POLE

ELEVATION = 7.00 FEET

(NAVD 1988)

O/U

PL

AT

TE

D

"D

US

S

AV

EN

UE

B L

O C

K

LOT

LOT 9

LOT

1 0

' (P

P)

P)

P)

P)

145' (P

145' (P

145' (P

145' (P

PL

AT

TE

D

0'

A

LL

EY

(N O

T O

PE

N)

5.44

PEAK OF ROOF

ELEVATION

6' WIDE, 4" THICK CONCRETE

SIDEWALK (TYP.)

6' WIDE, 4" THICK CONCRETE SIDEWALK (TYP.)

18'X26' CONCRETE PAD

16'X24' PAVILION

18.0'

26.0'

5.20

5.20

M/E 5.13±

M/E 5.13±

M/E 5.26±

M/E 5.27±

5.30

5.30

CONNECT TO EXIST. SIDEWALK

Job No.

Date:

Checked by:

Designed by:

Drawn by:

Sheet No.No. DateNo. Date Revision Revision www.cphcorp.com C 2025

THIS SHEET NOT VALID FOR CONSTRUCTION WITHOUT COMPLETE SET OF PLANS.

Building Better Communities Together

C0.4SITE & GRADING PLANPETTIS PARK PAVILION

New Smyrna Beach/Volusia/FL

K. Berlinsky K. Berlinsky J. Morton 03/25/25 2500166

CPH, LLC

A Full Service A & E Firm

Plans Prepared By:500 West Fulton Street Sanford, FL 32771 Ph: 407.322.6841

4" CONCRETE SIDEWALK

LEGEND

SITE INFORMATION:

PARCEL ID: 741808100010

OWNER: CITY OF NEW SMYRNA BEACH

ADDRESS: MARY AVENUE AND NORTH DUSSON STREET, NEW SMYRNA BEACH, FL 32168

PERMITS REQUIRED: CITY OF NEW SMYRNA BEACH - BUILDING PERMIT FOR

PRE-ENGINEERED PAVILION

ZONING (EXISTING/PROPOSED): RECREATION

FUTURE LAND USE (EXISTING/PROPOSED): RECREATION

PROPOSED USE: COMMUNITY CENTER (RECREATION)

PROPOSED IMPROVEMENTS: 16'X24' PRE ENGINEERED PAVILION

PARKING REQUIREMENT: NOT APPLICABLE

SETBACKS: NORTH EAST SOUTH

PAVILION 79.48' 32.29' 244.25'

LANDSCAPE BUFFERS: NORTH EAST SOUTH WEST

N/A N/A N/A N/A

TREE REMOVAL: HISTORIC REMOVAL - 0

NON-HISTORIC REMOVAL - 0

HEIGHT: PAVILION - 10'3"

UTILITIES: ELECTRICAL - CONNECT TO EXISTING SERVICE ON PROPERTY

6" CONCRETE PAVILION PAD

Graphic Scale in Feet

10 10 20

N

CONCRETE SIDEWALK DETAIL

4" P.C. CONCRETE

CONCRETE REQUIRED

MINIMUM 3000 P.S.I.

A

SECTION A-A

PLAN JOINTS @ 5'

TOOLED

SLAB

4" CONCRETE

NOTES:

1. 3/4"x4" PREMOLDED EXPANSION MATERIALS AROUND P.P. OR OTHER STRUCTURES IN WALK.

2. EXPANSION JOINTS MAXIMUM DISTANCE = 100', USED 3/4"x4" PREMOLDED EXPANSION MATERIAL.

3. CONTRACTION JOINTS MAXIMUM DISTANCE = 21', SAW CUT 2" DEEP AND FILL WITH HOT POURED SEALER.

4. SAW CUT JOINTS WITHIN 24 HOURS.

2" SAND

5'

5' M

IN

. W

ID

TH

A

N.T.S. SIDEWALK

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CONCRETE WALK

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CONCRETE WALK

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CONCRETE WALK

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CONCRETE WALK

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CONCRETE

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WALK

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IN CONCRETE

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WATER VALVE

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WATER VALVE

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IN CONCRETE

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RECEPTACLE

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GARBAGE

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WIRE PULL BOX

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FIBER OPTIC

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WIRE PULL BOX

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FIBER OPTIC

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WOOD

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DENOTES

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BOLLARD

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WOOD SWING

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STRUCTURE

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DENOTES

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SIGN

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SIGN

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CRUSHED ASPHALT PARKING

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SIGNS

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SIGN

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ASPHALT PAVEMENT

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ASPHALT PAVEMENT

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PARKING

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CONCRETE

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(HANDICAP)

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SERVICE POLE

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ABANDONED

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SIGN

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SIGN

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LIGHT POLE

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"AE (EL 5)"

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ZONE

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FLOOD

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"AE (EL 5)"

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ZONE

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FLOOD

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EAVE LINE (APPROXIMATE)

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INWOOD

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MAP BOOK 4

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SUBDIVISION

AutoCAD SHX Text J:\2500166\Civil\DWG\_Current_Plan_Set\2500166 - SITE PLAN.dwg, 7/1/2025 11:13:28 AM, Kyle Berlinsky, , 7/1/2025 11:13:28 AM, Kyle Berlinsky, 7/1/2025 11:13:28 AM, Kyle Berlinsky, , Kyle Berlinsky, Kyle Berlinsky, , jmorton Typewriter

Date:

Checked by:

Designed by:

Drawn by:

Sheet No.No. DateNo. Date Revision Revision www.cphcorp.com C 2025

THIS SHEET NOT VALID FOR CONSTRUCTION WITHOUT COMPLETE SET OF PLANS.

Building Better Communities Together

C0.5SHELTER DETAILSPETTIS PARK PAVILION

New Smyrna Beach/Volusia/FL

K. Berlinsky K. Berlinsky J. Morton 03/25/25 2500166

CPH, LLC

A Full Service A & E Firm

Plans Prepared By:500 West Fulton Street Sanford, FL 32771 Ph: 407.322.6841

BUILDING SECTION

SCALE: 3/4" = 1'-0"

TOP OF SLAB

8'-0"

16'-0" OUT/OUT OF FASCIA

7' -8

" C

LE

AR

C BLDG

14.0362°

2'-3"

SIDE ELEVATION

SCALE: 1/4" = 1'-0"

PLAN VIEW

SCALE: 1/4" = 1'-0"

END ELEVATION

SCALE: 1/4" = 1'-0"

AUXILIARY VIEW

14.0362°

L

24'-0"

16'-0"

AUXILIARY FRAMING VIEW

NOTE:

CONTRACTOR TO PROVIDE SIGNED AND SEALED

STRUCTURAL/FOUNDATION DESIGN BY A FLORIDA LICENSED

ENGINEER.

RCP SHELTER TO BE FURNISHED AND INSTALLED AS SHOWN

OR APPROVED EQUAL.

COLUMN PIER LAYOUT PLAN

SCALE: 3/8" = 1'-0"

11'-6" CTR./CTR. OF PIERS2'-3"

2'

'-0

M

IN

O U

T

TO

O U

T O

F

SL

AB

16'-0" (MIN.) OUT TO OUT OF SLAB

2'-3"

6'-8"

CTR./CTR. OF PIERS

6'-8"

CTR./CTR. OF PIERS

6'-8"

CTR./CTR. OF PIERS

2'

AutoCAD SHX Text J:\2500166\Civil\DWG\_Current_Plan_Set\2500166 - SITE PLAN.dwg, 7/1/2025 1:37:18 PM, Kyle Berlinsky, , 7/1/2025 1:37:18 PM, Kyle Berlinsky, 7/1/2025 1:37:18 PM, Kyle Berlinsky, , Kyle Berlinsky, Kyle Berlinsky, , jmorton Typewriter

JEREMY MORTON, P.E

FL PE# 75410

jmorton Placed Image jmorton Placed Image

Alexander E. Zvonaryov, State of Florida Professional Engineer, License No. 60953.

This item has been digitally signed and sealed by Alexander E. Zvonaryov on the date indicated here. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies