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FAX: 386/736-5366

DRAWING NO.

PROJECT NO.

TEL: 386/626-7196

City of DeLand, Florida

ENGINEERING DEPARTMENT

1102 S. Garfield Avenue DeLand, Florida 32724

24-04

SPERLING SPORTS COMPLEX

PARKING IMPROVEMENTS

11/12/2025

S.C.

RAYMOND BAHRAMI, P.E., CITY ENGINEER

FL. LIC. PROF. ENGINEER No. 65552

APPROVED BY:

1102 S. AMELIA AVENUE, DeLAND, FLORIDA 32724

Tel: (386) 626-7196 Fax: (386) 736-5004

SPERLING SPORTS COMPLEX PARKING IMPROVEMENTS

for

PREPARED BY:

CONSTRUCTION PLANS

Index of Construction Plans

Sheet No.

DeLAND, FLORIDA

LOCATION MAP

FLORIDA DEPARTMENT OF TRANSPORTATION, FY 2025-2026 STANDARD PLANS FOR ROAD AND

BRIDGE CONSTRUCTION AND APPLICABLE INTERIM REVISIONS (IRs).

STANDARD PLANS FOR ROAD AND BRIDGE CONSTRUCTION AND ASSOCIATED IRs ARE

AVAILABLE AT THE FOLLOWING WEBSITE:

https://www.fdot.gov/design/standardplans/

FLORIDA DEPARTMENT OF TRANSPORTATION, JULY 2025 STANDARD SPECIFICAITONS FOR

ROAD AND BRIDGE CONSTRUCTION AT THE FOLLOWING WEBSITE:

https://www.fdot.gov/programmanagement/implemented/specbooks/

GOVERNING STANDARD PLANS:

GOVERNING STANDARD SPECIFICATIONS:

COVER SHEET

Sheet 1 of 7

AS SHOWN

Cover Sheet Description

Existing Conditions & Demolition Plan Site Plan

General Notes Summary of Pay Items

Grading Plan Site Details

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SEC. 27, T. 16, R. 30 E.

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ENGINEERING DEPARTMENT

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RICHEY

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FT MYERS

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KEY WEST

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NAPLES

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ST PETERSBURG

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BRADENTON

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SARASOTA -

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LAKELAND

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TAMPA

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BARTOW

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FT LAUDERDALE

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MIAMI

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BEACH

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PALM

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WEST

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FLORIDA S

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TURNPIKE

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FT PIERCE

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DELAND

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BEACH

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FORT WALTON

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PENSACOLA

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CHIPLEY

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CITY

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PANAMA

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NEW PORT

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INVERNESS

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GAINESVILLE

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OCALA

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TALLAHASSEE

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LAKE CITY

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TITUSVILLE

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EXPRESSWAY

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BEE LINE

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ORLANDO

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MELBOURNE

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COCOA

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DAYTONA BEACH

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ST AUGUSTINE

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JACKSONVILLE

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SITE

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MATT FAIR BLVD

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MARSH RD

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ENGINEER'S SEAL AND

NOT VALID UNLESS

DATE:

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DATE

NDD

281 8

DOGBONE

ALE

FAX: 386/736-5366

DRAWING NO.

PROJECT NO.

TEL: 386/626-7196

City of DeLand, Florida

ENGINEERING DEPARTMENT

1102 S. Garfield Avenue DeLand, Florida 32724

24-04

SPERLING SPORTS COMPLEX

PARKING IMPROVEMENTS

11/12/2025

S.C.

RAYMOND BAHRAMI, P.E., CITY ENGINEER

FL. LIC. PROF. ENGINEER No. 65552

APPROVED BY:

GENERAL NOTES

Sheet 2 of 7

AS SHOWN

NOTE: CONTRACTOR TO REVIEW AND COMPLY WITH ALL GENERAL NOTES THAT APPLY TO THIS

PROJECT. CONTRACTOR SHALL VERIFY ANY NOTES IN QUESTION WITH THE CITY

ENGINEER PRIOR TO CONSTRUCTION.

EROSION CONTROL AND POLLUTION ABATEMENT NOTES:

1. THE CONTRACTOR SHALL EMPLOY SUCH EROSION CONTROL METHODS IN THE PROSECUTION

OF HIS WORK, AS SPECIFIED BY CONDITIONS OF PERMIT AND/OR THE STANDARDS ESTABLISHED

BY THE GOVERNMENTAL ENTITY HAVING APPROVED THE PLANS. THE CONTRACTOR SHALL

OBTAIN A FEDERAL E.P.A., 'N.P.D.E.S. PERMIT ' (NATIONAL POLLUTANT DISHARGE ELIMINATION

SYSTEM) BEFORE COMMENCING HIS WORK.

2. INSTALLATION OF SILT FENCES AND TURBIDITY BARRIERS SHALL BE IN ACCORDANCE WITH

F.D.O.T., ROADWAY AND TRAFFIC DESIGN STANDARDS, AND STANDARD SPECIFICATIONS FOR

ROAD AND BRIDGE CONSTRUCTION (LATEST EDITION).

3. SILT SCREENS AND TURBIDITY BARRIERS MUST BE INSTALLED AT ALL LOCATIONS WHERE THE

POSSIBILITY OF TRANSFERRING SUSPENDED SOLIDS INTO THE RECEIVING WATERBODY EXISTS

DUE TO THE PROPOSED WORK. SILT SCREENS AND TURBIDITY BARRIERS MUST REMAIN IN PLACE

AT ALL LOCATIONS UNTIL CONSTRUCTION IS COMPLETED AND SOILS ARE STABILIZED AND

VEGETATION HAS BEEN ESTABLISHED. THEREAFTER THE CONTRACTOR WILL BE RESPONSIBLE

FOR THE REMOVAL OF THE BARRIERS AFTER THE APPROVAL OF THE CITY ENGINEER.

4. IF NOT SPECIFIED ELSEWHERE; SEEDING, MULCHING, AND SODDING SHALL BE IN ACCORDANCE

WITH THE F.D.O.T. STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION,

(LATEST EDITION).

5. ALL PERMANENT FILL SIDE SLOPES, BERMS AND SWALES SHALL BE SODDED, AT A MINIMUM, FROM THE TOE OF SLOPE TO THE TOP OF BANK; UNLESS OTHER SURFACE TREATMENT IS

PRESCRIBED IN THE PLANS OR CONTRACT DOCUMENTS. ALL OTHER GRADED AREAS NOT

SCHEDULED FOR SODDING OR PAVING SHALL BE SEEDED AND MULCHED, UNLESS SCHEDULED

FOR SPECIFIC LANDSCAPING. ALL DISTURBED AREAS OUTSIDE THE LIMITS OF GRADING SHALL

BE RESTORED TO A CONDITION EQUAL TO OR BETTER THAN THEIR ORIGINAL CONDITION.

6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE MAINTENANCE OF ALL NEWLY PLANTED

GRASSES AND VEGETATION UNTIL THE WORK HAS BEEN ACCEPTED BY THE CITY FORESTER.

7. THE CONTRACTOR SHALL PROVIDE A MINIMUM OF 5 FEET OF SOD AROUND ALL DITCH BOTTOM

INLETS, MANHOLES AND ENDWALLS, IN AREAS NOT SCHEDULED FOR PAVEMENT OR CONCRETE.

8. STORMWATER POLLUTION PREVENTION PLAN: SEE GENERAL NOTE SW-5.

9. ALL FILL EMBANKMENT AND GRADED AREAS SHALL BE PROTECTED AGAINST EROSION BY

METHODS STATED IN 'SECTION 104', F.D.O.T. STANDARD SPECIFICATIONS FOR BRIDGE AND

ROAD CONSTRUCTION . SIDE SLOPES MAY BE SEEDED AND MULCHED, PROVIDED THAT THE

MULCH MATERIAL IS DISC HARROWED AND THE SIDE SLOPES ARE NEITHER GREATER THAN

4 HORIZONTAL TO 1 VERTICAL, NOR PART OF A DRAINAGE CONVEYANCE.

MISCELLANEOUS NOTES

1. THE CONTRACTOR SHALL NOT EXCAVATE, REMOVE, OR OTHERWISE DISTURB ANY MATERIAL, STRUCTURE,PART OF

A STRUCTURE, OR APPURTENANCE WHICH IS LOCATED OUTSIDE THE LINES, GRADES, OR CONSTRUCTION LIMITS ESTABLISHED FOR THIS PROJECT, EXCEPT WHERE SUCH EXCAVATION, REMOVAL, OR DISTURBANCE IS PROVIDED

FOR IN THE CONTRACT, PLANS, OR SPECIFICATIONS.

2. THE CONTRACTOR SHALL REMOVE ALL WASTE MATERIAL FROM THE SITE AND DISPOSE OF IN AN APPROVED

MANNER. BURNING ON SITE WILL NOT BE ALLOWED.

3. APPARENT ERRORS, DISCREPANCIES OR OMISSIONS ON THE DRAWINGS SHALL BE BROUGHT TO THE ENGINEER'S ATTENTION BEFORE BIDDING. NO EXTRA PAYMENT WILL BE ALLOWED FOR ANY WORK REQUIRED DUE TO MISUNDERSTANDING OF JOB OR SITE CONDITIONS AFFECTING THE WORK DESCRIBED IN THE SPECIFICATIONS OR SHOWN ON THE DRAWINGS. THE CONTRACTOR SHALL NOT TAKE ADVANTAGE OF ANY APPARENT ERROR OR OMISSION IN THE DRAWINGS OR SPECIFICATIONS, AND THE ENGINEER SHALL BE PERMITTED TO MAKE CORRECTIONS AND INTERPRETATIONS AS MAY BE DEEMED NECESSARY FOR FULFILLMENT OF THE INTENT OF THE CONTRACT DOCUMENTS. THE TENDERING OF A PROPOSAL WILL ACKNOWLEDGE ACCEPTANCE OF THESE

CONDITIONS BY THE BIDDER.

4. NO EXISTING MATERIAL SHALL BE USED FOR NEW CONSTRUCTION UNLESS APPROVED DURING THE SHOP DRAWING

APPROVAL PROCESS.

UTILITIES NOTES:

1. THE LOCATIONS OF ALL EXISTING UTILITIES, STORM DRAINAGE FACILITIES, AND STRUCTURAL FEATURES SHOWN ON

THE PLANS HAVE BEEN DETERMINED FROM THE BEST AVAILABLE INFORMATION AND ARE PROVIDED FOR THE CONVIENENCE OF THE CONTRACTOR. THE CITY OF DELAND ASSUMES NO RESPONSIBLITY FOR ANY INACCURACY OR ANY INCOMPLETENESS OF THE INFORMATION PROVIDED. THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING AND VERIFYING ALL EXISTING UTILITIES PRIOR TO CONSTRUCTION. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO MAKE ARRANGEMENTS FOR ALL FIELD LOCATES. ANY SITE CONDITIONINGS DIFFERING FROM THOSE WHICH ARE REPRESENTED HEREIN; WHETHER ABOVE OR BELOW THE GROUND SURFACE SHALL BE BROUGHT TO THE IMMEDIATE ATTENTION OF THE CITY ENGINEER (IN WRITING). NO CLAIM FOR EXPENSES INCURRED BY THE CONTRACTOR WILL BE ALLOWED DUE TO DIFFERING SITE CONDITIONS IF THE CONTRACTOR FAILS TO PROVIDE THE REQUIRED WRITTEN NOTIFICATION OF SUCH CONDITIONS FOR REVIEW BY THE CITY ENGINEER.

2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAKING ARRANGEMENTS WITH THE APPROPRIATE UTILITY OWNER(S) IN A TIMELY FASHION TO MINIMIZE IMPACTS TO CONSTRUCTION SCHEDULING AND SERVICE RESPONSE TIME. HE SHALL NOTIFY THE VARIOUS UTILITY COMPANIES TO MAKE THE NECESSARY ARRANGEMENTS FOR ANY RELOCATION, DISRUPTION OF SERVICE, OR CLARIFICATION OF ACTIVITY REGARDING SAID UTILITY. THE CONTRACTOR SHALL EXERCISE CAUTION WHEN CROSSING A UTILITY, WHETHER SHOWN ON THESE PLANS OR FIELD LOCATED. UTILITIES WHICH INTERFERE WITH THE PROPOSED CONSTRUCTION SHALL BE RELOCATED BY THE RESPECTIVE UTILITY COMPANY AND THE CONTRACTOR SHALL COOPERATE WITH THE UTILITY COMPANY DURING RELOCATION OPERATIONS. ANY DELAY OR INCONVENIENCE BY THE VARIOUS UTILITIES SHALL BE INCIDENTAL TO THE CONTRACT

AND NO EXTRA COMPENSATION WILL BE ALLOWED.

3. THE CONTRACTOR SHALL LOCATE AND VERIFY THE DEPTHS AND LOCATIONS OF ALL EXISTING UTILITIES WITHIN THE

LIMITS OF WORK, PRIOR TO ORDERING ANY STRUCTURES.

4. WATER SERVICE FOR THIS PROJECT IS BEING PROVIDED BY CITY OF DELAND PUBLIC UTILITIES DEPARTMENT. THE STANDARDS AND SPECIFICATIONS FOR MATERIALS AND INSTALLATION SHALL BE IN ACCORDANCE WITH THOSE STANDARDS AND DETAILS ESTABLISHED BY THE CITY OF DELAND, VOLUSIA COUNTY, FLORIDA.

5. FIRE PROTECTION SHALL BE PROVIDED IN ACCORDANCE WITH THE CITY OF DELAND STANDARDS AND

SPECIFICATIONS

6. WHERE POTABLE WATER AND SANITARY SEWER MAINS CROSS WITH LESS THAN EIGHTEEN (18) INCHES VERTICAL CLEARANCE, THE SEWER MAIN SHALL BE TWENTY (20) FEET OF EITHER DUCTILE IRON PIPE, CONCRETE ENCASED P.V.C. PIPE OR PLACED IN A WATERTIGHT ENCASEMENT PIPE; CENTERED ON THE POINT OF CROSSING. A MINIMUM HORIZONTAL SEPARATION OF TEN (10) FEET (EDGE TO EDGE) BETWEEN THE POTABLE WATER MAINS AND THE SEWAGE MAINS SHALL BE MAINTAINED WHEN PRACTICAL. WHEN THE APPROPRIATE HORIZONTAL SEPARATION CANNOT BE MAINTAINED THE SEWAGE MAIN SHALL BE EITHER DUCTILE IRON PIPE, CONCRETE ENCASED VITRIFIED CLAY PIPE, CONCRETE ENCASED P.V.C. PIPE OR PLACED IN A WATERTIGHT ENCASEMENT PIPE.

7. IN THE EVENT THAT THE POTABLE WATER SYSTEM IS CONTAMINATED (I.E. WATER DOES NOT MEET FEDERAL AND STATE REQUIREMENTS) PRIOR TO ACCEPTANCE OF THE SYSTEM, THE CONTRACTOR SHALL BE RESPONSIBLE, UNDER THE DIRECTION OF THE CITY OR STATE AND/OR LOCAL REGULATORY AGENCY, FOR CORRECTING ANY SUCH CONTAMINATION PROBLEM (AT NO EXTRA CHARGE TO THE CITY); INCLUDING DISINFECT ION, TESTING AND OTHER CORRECTIVE ACTIONS. ALL BACTERIOLOGICAL REPORTS SHALL BE SUBMITTED TO THE ENGINEER WITHIN SEVEN (7) WORKING DAYS FROM THE DATE THE SAMPLES WERE TAKEN. FAILURE BY THE CONTRACTOR TO SO SUPPLY SAID

REPORTS TO THE ENGINEER WILL RESULT IN RETESTING AT THE CONTRACTOR'S EXPENSE.

8. ALL UTILITIES SHALL HAVE A MINIMUM OF THIRTY-SIX (36) INCHES OF COVER.

9. WATER LINES AND SERVICES ARE SHOWN SCHEMATICALLY. IT WILL BE THE CONTRACTOR'S RESPONSIBILITY TO CONSTRUCT THE SYSTEM WITH THE NECESSARY FITTINGS, JOINTS, AND BENDS TO ALIGN THE SYSTEM IN

COMPLIANCE WITH F.D.E.P. PERMIT REQUIREMENTS AND CITY OF DELAND STANDARDS.

10. THE CONTRACTOR SHALL COORDINATE ALL WATER AND SEWER TEST SCHEDULING TO ALLOW FOR THE ENGINEER'S ATTENDANCE. THE CONTRACTOR SHALL ALSO PROVIDE FIVE (5) WORKING DAYS ADVANCE NOTICE TO THE ENGINEER SO THAT HE CAN MAKE THOSE ARRANGEMENTS AS MAY BE NECESSARY FOR HIS OBSERVANCE OF THE SYSTEM TEST.

11. ALL SERVICES SHALL INCLUDE A 10 GAUGE (MIN.) COPPERHEAD TRACER WIRE OR EQUIVALENT WITH A COPPER

SPLIT-BOLT CONNECTOR USING SCOTCH® SUPER 33+™ VINYL ELECTRICAL TAPE.

MAINTENANCE OF TRAFFIC AND SIGNAGE & STRIPING NOTES:

1. MAINTENANCE OF TRAFFIC: ACCESS FOR LOCAL TRAFFIC SHALL BE MAINTAINED IN THOSE AREAS OF PUBLIC

RIGHT-OF-WAY ENCUMBERED BY THE WORK. IF DURING CONSTRUCTION, ACCESS FOR LOCAL TRAFFIC MUST BE TEMPORARILY CHANGED, THE CONTRACTOR SHALL OBTAIN THE PROPER AUTHORIZATION FROM THE ENGINEER OF THE GOVERNING POLITICAL ENTITY TO ALTER ACCESS AND SHALL NOTIFY THE CITY ENGINEER A MINIMUM OF THREE

(3) WORKING DAYS IN ADVANCE.

2. PRIOR TO COMMENCING WORK, THE CONTRACTOR SHALL FURNISH, ERECT AND MAINTAIN ALL BARRICADES, WARNING SIGNS, AND MARKINGS FOR HAZARDS AND THE CONTROL OF TRAFFIC, IN REASONABLE CONFORMITY WITH THE U.S. DEPARTMENT OF TRANSPORTATION, MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES FOR STREETS AND HIGHWAYS , OR AS DIRECTED BY THE CITY ENGINEER, SUCH AS TO EFFECTIVELY PREVENT ACCIDENTS IN ALL PLACES WHERE THE WORK CAUSES OBSTRUCTION TO THE NORMAL TRAFFIC OR CONSTITUTES IN ANY WAY A HAZARD TO THE PUBLIC. WHEN A MAINTENANCE OF TRAFFIC PLAN IS REQUIRED, THE CONTRACTOR SHALL PREPARE

AND SUBMIT THE PLAN FOR APPROVAL PRIOR TO MOBILIZATION.

3. ALL SIGNAGE, PAVEMENT MARKINGS AND TRAFFIC CONTROL DEVICES SHALL BE IN ACCORDANCE WITH FDOT, "ROADWAY AND TRAFFIC DESIGN STANDARDS " AND FHWA, " MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES FOR

STREETS AND HIGHWAYS ".

4. IN ACCORDANCE WITH "ACCESSIBILITY REQUIREMENTS MANUAL", FLORIDA BOARD OF BUILDING CODES AND STANDARDS, DEPARTMENT OF COMMUNITY AFFAIRS, ALL HANDICAP PARKING SPACES SHALL BE DESIGNATED BY

APPROPRIATE PAVEMENT MARKINGS AND SIGN.

5. BLUE REFLECTIVE PAVEMENT MARKERS (RPM'S) SHALL BE PLACED, OPPOSITE FIRE HYDRANTS IN THE CENTER OF

THE NEAREST TRAVELED LANE, TO MARK THEIR LOCATION.

6. REGULATORY SIGNS SHALL BE IN PLACE PRIOR TO FINAL INSPECTION OF PAVING AND/OR BEFORE OPENING ACCESS

TO THE PUBLIC INTO AREAS OF COMPLETED WORK.

PAVING AND DRAINAGE NOTES:

1. ALL SLOT DRAINS SHALL HAVE TRAFFIC BEARING FRAMES AND COVERS, OR GRATES MEETING HS-20 LOADING

REQUIREMENTS, UNLESS OTHERWISE SPECIFIED WITHIN THE PLANS.

2. A STORMWATER POLLUTION PREVENTION PLAN IS REQUIRED FOR PROJECTS THAT EXCEED (5) ACRES.THE CONTRACTOR WILL BE RESPONSIBLE FOR PREPARING A STORMWATER POLLUTION PREVENTION PLAN (SWPPP) IN ACCORDANCE WITH EPA'S NPDES REGULATIONS. THE CONTRACTOR WILL BE RESPONSIBLE FOR SUBMITTING A NOTICE OF INTENT (NOI) TO FDEP FORTY-EIGHT (48) HOURS PRIOR TO COMMENCING CONSTRUCTION.

3. ALL CONCRETE CURBS, SIDEWALKS, INLET TOPS, ETC. SHALL HAVE A MINIMUM 28-DAY CURING USING 3.000 PSI

COMPRESSIVE STRENGTH UNLESS OTHERWISE SPECIFIED.

4. CONTRACTOR SHALL NOT COMPACT, STABILIZE, OR CONSTRUCT BASE COURSE WITHIN LANDSCAPE ISLANDS OR MEDIANS. WHERE SUCH TREATMENT DOES OCCUR, IT SHALL BE REMOVED AND REPLACED WITH SUITABLE PLANTING SOILS ACCEPTABLE TO THE CITY FORESTER, AND AT NO EXTRA CHARGE TO THE CONTRACT.

5. ENGINEER RESERVES THE RIGHT TO WITHHOLD AUTHORIZATION OF PAYMENT FOR ANY ROADWORK, INCLUDING PARKING AREAS, WHICH HAS NOT BEEN TESTED BY A LICENSED PROFESSIONAL GEOTECHNICAL

ENGINEER REGISTERED IN THE STATE OF FLORIDA, AND REPORTED TO CONFORM TO PROJECT

SPECIFICATIONS, AND/OR OTHER TECHNICA/CONTRACTUAL CORRECT REASONS AS DETERMINED BY THE

OFFICE OF THE CITY OF DELAND'S CITY ENGINEER.

EARTHWORK NOTES:

1. PRIOR TO CONSTRUCTION THE CONTRACTOR SHALL IDENTIFY AND CLEARLY MARK ALL TREES WHICH HAVE BEEN

SCHEDULED TO BE SAVED. IN THOSE AREAS WHERE PORTIONS OF TREES (WHETHER MARKED OR NOT), INCLUDING LIMBS AND ROOTS, MAY BECOME DAMAGED DUE TO THEIR PROXIMITY TO THE PROPOSED LAYOUT DESIGN, THE CONTRACTOR SHALL PROTECT SUCH VEGETATION AND IMMEDIATELY REQUEST AN OPINION OF THE CITY ENGINEER

& CITY FORESTER REGARDING POSSIBLE MEANS OF SAVING SAID VEGETATION.

2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE MAINTAINENCE OF SLOPES, EXCAVATIONS AND EMBANKMENTS.

THE CONTRACTOR SHALL RESTORE ANY DAMAGED AREAS CAUSED BY EROSION, CONTRACTOR ACTIVITIES, OR LACK

OF MAINTENANCE; UNTIL THE PROJECT IS ACCEPTED BY THE CITY OF DELAND.

3. THE CONTRACTOR SHALL EXAMINE THE SITE, REVIEW THE PLANS AND SOILS REPORT, AND INDEPENDENTLY DETERMINE THE VOLUME OF EXCAVATION, ANY REMOVAL OF STRATUM 7 (ORGANIC PEAT/MUCK) MATERIAL, AND

AMOUNT OF FILL AND/OR BACKFILL REQUIRED TO PERFORM THE WORK.

4. ALL FILL PLACED WITHIN PROPOSED ROAD RIGHT-OF-WAYS SHALL BE COMPACTED TO A MINIMUM DENSITY OF 98% OF MAXIMUM DENSITY VALUE AS DETERMINED BY AASHTO T-180 (MODIFIED). ALL STRUCTURAL FILL PLACED BEYOND PROPOSED ROAD RIGHT-OF-WAYS SHALL BE PLACED IN LEVEL LIFTS NOT TO EXCEED 12 INCHES IN UNCOMPACTED THICKNESS. EACH LIFT SHALL BE COMPACTED TO A MIN. DENSITY OF 95 PERCENT MODIFIED PROCTOR MAXIMUM DRY DENSITY VALUE AS DETERMINED BY (A.S.T.M. D-1557). THE FILLING AND COMPACTION OPERATIONS SHOULD

CONTINUE IN LEVEL LIFTS UNTIL THE DESIRED ELEVATION(S) IS ACHIEVED.

5. IN ALL AREAS WHICH REQUIRE FILL MATERIAL, THE CONTRACTOR SHALL STRIP OR OTHERWISE REMOVE ALL

VEGETATION AND OTHER DELETEREOUS MATERIAL PRIOR TO COMMENCEMENT.

6. UNLESS OTHERWISE DIRECTED BY THE GEOTECHNICAL ENGINEER AND PRIOR TO THE PLACEMENT OF FILL, THE AREA TO BE FILLED WILL BE PROOF ROLLED UNDER THE SUPERVISION OF THE GEOTECHNICAL ENGINEER. ANY AREA SHOWING SIGNS OF PUMPING, WEAVING OR OTHER FORMS OF INSTABILITY SHALL BE SELECTIVELY REMOVED AND REPLACED WITH COMPACTED SELECT FILL. IMMEDIATELY PRIOR TO THE PLACING OF FILL MATERIALS, THE ENTIRE AREA UPON WHICH FILL IS TO BE PLACED WILL BE SCARIFIED IN A DIRECTION APPROXIMATELY PARALLEL TO

THE AXIS OF FILL.

7. THE CONTRACTOR SHALL INSURE THAT PROPER DENSITIES ARE ACHIEVED FOR THE SUPPORT OF ANY STRUCTURE, PHYSICAL OR EARTHEN, AS DESCRIBED BY THESE PLANS; SUCH AS PRECAST STRUCTURES,EARTHEN BERMS, ROADWAYS, ENDWALLS, FOOTINGS, BASE SUPPORTS, ETC. IT SHALL ALSO BE THE CONTRACTOR'S RESPONSIBILITY TO INSURE THAT SUFFICIENT SOILS TESTING HAS BEEN PERFORMED PRIOR TO CONSTRUCTION.

8. ALL SOIL STRIPPINGS, DELETERIOUS AND UNSUITABLE MATERIAL SHALL BE REMOVED FROM THE SITE UNLESS SPECIFIED ELSEWHERE IN THE PLANS OR DIRECTED BY THE CITY ENGINEER TO BE SELECTIVELY DISPOSED. IN NO CASE WILL BURIAL OF DISPOSABLE MATERIAL BE ALLOWED WITHIN, RIGHT-OF-WAYS, EASEMENTS, DRIVEWAYS, PARKING, AREAS, BUILDING PADS, OR POND BERMS. CLEARING AND GRUBBING SHALL BE PERFORMED IN ACCORDANCE WITH THE STANDARDS OF THE GOVERNMENTAL ENTITY HAVING JURISDICTION OVER THE PROJECT

SITE.

9. SEEDING, MULCHING AND SODDING SHALL BE IN ACCORDANCE WITH F.D.O.T. STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION. ALL CONSTRUCTED SIDE SLOPES SHALL BE GRASSED BY THE CONTRACTOR ACCORDING TO THE CONTRACT. ALL DISTURBED AREAS OUTSIDE THE EXCAVATION OR FILL LIMITS WILL BE RESTORED TO A CONDITION EQUAL TO OR BETTER THAN THEIR CONDITION PRIOR TO CONSTRUCTION.

10. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE STABILITY OF ALL HIS EXCAVATIONS AND EMBANKMENTS AND SHALL REPLACE ANY PORTION, WHICH IN THE OPINION OF THE ENGINEER, HAS BECOME DISPLACED DUE TO

EROSION OR DUE TO CARELESSNESS OR NEGLIGENCE ON THE PART OF THE CONTRACTOR.

11. THE CONTRACTOR SHALL EXAMINE THE SITE, REVIEW THE PLANS, AND INDEPENDENTLY DETERMINE THE VOLUME

OF EXCAVATION OR EMBANKMENT REQUIRED TO PERFORM THE WORK.

12. THE CONTRACTOR SHALL COMPLY WITH ALL LEGAL LOAD RESTRICTIONS WHEN HAULING MATERIALS OR EQUIPMENT BEYOND THE LIMITS OF THE WORK. A SPECIAL PERMIT WILL NOT RELIEVE THE CONTRACTOR FROM ANY LIABILITY

FOR DAMAGE OR INJURY WHICH MAY RESULT FROM MOVING EQUIPMENT OR MATERIAL.

GEOMETRY AND SURVEY NOTES:

1. ALL PAVEMENT DIMENSIONS SHOWN ARE TO THE EDGE OF PAVEMENT, UNLESS OTHERWISE

NOTED.

2. ALL INLET AND MANHOLE OFFSET DISTANCES SHOWN ARE MEASURED TO THE CENTERLINE

OF THE STRUCTURE.

3. PUBLIC LAND CORNERS WITHIN THE LIMITS OF CONSTRUCTION SHALL BE PROTECTED. IF A

CORNER MONUMENT IS IN DANGER OF BEING DESTROYED OR DISTURBED, THE CONTRACTOR

SHALL NOTIFY THE CITY ENGINEER WITHOUT DELAY.

4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTING ALL EXISTING SURVEY

MONUMENTATION. DISTURBED MONUMENTATION SHALL BE RESTORED BY A FLORIDA

LICENSED SURVEYOR SELECTED BY THE CITY AT THE CONTRACTOR'S EXPENSE.

5. BENCHMARKS AND/OR TBM'S FOR CONSTRUCTION LAYOUT WILL BE PROVIDED BY A

PROFESSIONAL LAND SURVEYOR, IN ACCORDANCE WITH THE TERMS AND CONDITIONS

ESTABLISHED B Y THE CONTRACT DOCUMENTS.

GEOTECHNICAL AND TESTING NOTES:

1. THE CONTRACTOR SHALL ENSURE THAT PROPER SOIL DENSITIES ARE ACHIEVED FOR THE PLACEMENT OF ALL

STRUCTURES, OR COMPACTED EARTH. SOIL TESTING SHALL BE PROVIDED BY THE CONTRACTOR.THE CONTRACTOR SHALL COORDINATE WITH THE CONSULTANT FOR SCHEDULING ALL TESTING PRIOR TO CONSTRUCTION WORK. THE CONTRACTOR SHALL PROVIDE SUFFICIENT NOTICE FOR TESTING WORK IN ADVANCE OF CONSTRUCTION.

2. A GEOTECHNICAL ENGINEER WILL BE PROVIDED BY THE CONTRACTOR TO: MAKE DETERMINATIONS ON THE SUITABILITY OF MATERIAL ACQUIRED FROM EXCAVATIONS OR BORROW OPERATIONS; AND TO DETERMINE FILL SUITABILITY AND CONTROL FOR EMBANKMENT OPERATIONS OR, THE STOCKPILING OF SURPLUS SOIL. THE CONTRACTOR WILL

COOPERATE WITH THE GEOTECHNICAL ENGINEER AS REQUIRED TO DO THE WORK.

GENERAL, REGULATORY, AND PERMITTING NOTES:

1. THESE GENERAL NOTES APPLY TO ALL WORK IN THIS SET OF DRAWINGS, INCLUDING APPENDICES AND REVISIONS.

2. THE CONTRACTOR SHALL INSURE THAT ALL REQUIRED PERMITS ARE IN HAND AT THE JOB SITE BEFORE PROCEEDING WITH THE WORK. THE CONTRACTOR SHALL SATISFY AND ADHERE TO ALL APPLICABLE REQUIREMENTS AND SPECIAL CONDITIONS STATED WITHIN SAID PERMITS REGARDING THE WORK AND MAINTENANCE OF IMPROVEMENTS PRIOR TO ACCEPTANCE BY THE OWNER.

3. THE CONTRACTOR SHALL EXAMINE THE SITE FOR ALL CONDITIONS WHICH MAY AFFECT HIS WORK. THE CONTRACTOR SHALL BE RESPONSIBLE FOR DISCOVERING, LOCATING, AND IDENTIFYING EXISTING UTILITIES, DRAINAGE STRUCTURES OR PHYSICAL STRUCTURES WITHIN THE LIMITS OF WORK. THE CITY ASSUMES NO RESPONSIBILITY FOR SUBSURFACE CONDITIONS OR FOR THE CONTRACTOR'S FAILURE TO LOCATE, IDENTIFY, AND PROTECT EXISTING FACILITIES ABOVE AND BELOW GROUND.

4. THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE ENGINEER OF ANY DISCREPANCIES OR CONFLICTS FOUND BETWEEN THE DRAWINGS AND FIELD CONDITIONS PRIOR TO CONSTRUCTION IN THE AREA IMPACTED BY THE APPARENT DISCREPANCY OR

CONFLICT.

5. ALL WORK AND MATERIALS FURNISHED SHALL BE IN REASONABLE CONFORMITY WITH THE LINES, GRADES, PROFILES, CROSS-SECTIONS, DIMENSIONS, MATERIAL REQUIREMENTS, AND TESTING REQUIREMENTS SPECIFIED BY THE CONTRACT, DRAWINGS, SPECIFICATIONS OR STANDARDS OF THE REVIEWING, INSPECTING, OR GOVERNING REGULATORY ENTITY.

6. CONTRACTOR SHALL COMPLY WITH FLORIDA TRENCH SAFETY ACT (90-96, LAWS OF FLORIDA); AS REQUIRED. ANY ADDITIONAL COSTS FOR COMPLYING WITH THE "FLORIDA TRENCH SAFETY ACT" SHALL BE INCLUDED IN HIS PROPOSED PRICE FOR DOING THE

WORK AND NO FURTHER CHARGES SHALL BE MADE AGAINST THE OWNER.

7. FLORIDA LAW (553.851) REQUIRES THAT PERSONS MAKING EXCAVATIONS IN PUBLIC OR PRIVATE STREETS, ALLEYS, RIGHTS-OF-WAY, OR UTILITY EASEMENTS WITH HAND TOOLS OR POWER EQUIPMENT MUST FIRST OBTAIN INFORMATION ON THE LOCATION OF UNDERGROUND GAS PIPELINES. THIS INCLUDES ANY OPERATION WHICH MOVES OR REMOVES ANY STRUCTURE, EARTH, ROCK, OR OTHER MASS MATERIAL BY SUCH METHODS AS DIGGING, BACKFILLING, DEMOLITION, GRADING, DITCHING, DRILLING, BORING AND CABLE PLOWING. THE EXCAVATOR MUST NOTIFY ALL UTILITIES A MINIMUM OF 48 HOURS AND A MAXIMUM OF 5 DAYS PRIOR TO EXCAVATING (EXCLUDING SATURDAYS, SUNDAYS, AND LEGAL HOLIDAYS).

8. THE CONTRACTOR SHALL COMPLY WITH ALL FEDERAL, STATE, AND LOCAL LAWS AND REGULATIONS CONTROLLING POLLUTION OF THE ENVIRONMENT. MEASURES SHALL BE TAKEN BY THE CONTRACTOR TO CONTROL EROSION AND SEDIMENT RUNOFF FROM THE SITE THROUGHOUT THE CONTRACT PERIOD. SUCH METHODS SHALL BE IN ACCORDANCE WITH THE CURRENT CITY OF

DELAND STANDARDS.

9. WORK REQUIRED, BUT NOT SPECIFIED BY THE PLANS OR CONTRACT DOCUMENTS,SHALL BE IN ACCORDANCE WITH THE STANDARDS SPECIFIED BY CITY OF DELAND, FLORIDA; "LAND DEVELOPMENT REGULATIONS" (LATEST EDITION).

10. ALL RECOMMENDATIONS AND REQUIREMENTS MADE TO THE CONTRACTOR BY INSPECTION PERSONNEL, OTHER THAN THE CITY OF DELAND SHALL BE REPORTED TO THE CITY ENGINEER PRIOR TO IMPLEMENTATION. COMPENSATION WILL NOT BE ALLOWED

FOR WORK WHICH IS NOT AUTHORIZED BY THE CITY ENGINEER.

11. ALL WORK SHALL BE OPEN TO AND SUBJECT TO INSPECTION BY AUTHORIZED PERSONNEL (HAVING JURISDICTION WHEREIN THE PROJECT HAS BEEN APPROVED) SUCH AS; COUNTY, INVOLVED UTILITY, REGULATORY AGENCY, CITY ENGINEER AND/OR HIS

REPRESENTATIVES.

AutoCAD SHX Text

SEC. 27, T. 16, R. 30 E.

O

BY

DRAWING

ORIGINAL SIGNATURE

EMBOSSED WITH

ENGINEER'S SEAL AND

NOT VALID UNLESS

DATE:

SCALE:

DRAWN BY:

DATE

NDD

281 8

DOGBONE

ALE

FAX: 386/736-5366

DRAWING NO.

PROJECT NO.

TEL: 386/626-7196

City of DeLand, Florida

ENGINEERING DEPARTMENT

1102 S. Garfield Avenue DeLand, Florida 32724

24-04

SPERLING SPORTS COMPLEX

PARKING IMPROVEMENTS

11/12/2025

S.C.

RAYMOND BAHRAMI, P.E., CITY ENGINEER

FL. LIC. PROF. ENGINEER No. 65552

APPROVED BY:

SUMMARY OF PAY ITEMS

Sheet 3 of 7

AS SHOWN

101-1 INCLUDES THE COST FOR CONTRACTOR 4UALITY CONTROL �C4C� TESTING

FOR ANY OF THE FOLLOWING THAT ARE NECESSARY TO COMPLETE THE

CONSTRUCTION OF THIS PROJECT: ASPHALT, CONCRETE, EARTHWORK.

INCLUDES THE COST OF CAPPING AND REPAIR OF ANY EXISTING IRRIGATION

SYSTEM LOCATED WITHIN THE PROJECT AREA. INCLUDES THE COST OF TEMPORARY

DRAINAGE DURING CONSTRUCTION TO ELIMINATE ANY FLOODING OF PRIVATE

PROPERTY AND TO MAINTAIN EXISTING FLOWS WITHIN THE R/W PROPERTY.

INCLUDES THE COST OF RECORDING A PRE-CONSTRUCTION VIDEO OF THE ENTIRE PROJECT AREA

110-1-1 INCLUDES, BUT NOT LIMITED TO, THE REMOVAL AND DISPOSAL OF ALL

OBSTRUCTIONS, VEGETATION, DEBRIS, TRIMMING OF TREES AND SHRUBS,

ROOT REMOVAL, EXISTING ASPHALT PAVEMENT, BASE AND DRAINAGE

STRUCTURES, SIDE DRAINS, AS RE4UIRED, TO CONSTRUCT THE PROJECT.

NO TREES ARE TO BE REMOVED WITHOUT APPROVAL FROM CITY ENGINEER.

PAY ITEM NOTES

SUMMARY OF PAY ITEMS - BASE BID

PAY ITEM

NO.

PAY ITEM DESCRIPTION UNIT 4UANTITY

P F

101-1 LS

110-1-1

SY 76

1MOBILI=ATION

LS

104-18 INLET PROTECTION SYSTEM

1CLEARING GRUBBING

INCLUDES COST OF WATER VALVE ADJUSTMENTS AND OTHER UTILITY ADJUSTMENTS

AND/OR UTILITY COORDINATION DUE TO SIDEWALK AND DRIVEWAY RE-CONSTRUCTION.

522-2

CONCRETE PAVING 6� THICK522-2

EA 2

CY 750BORROW EXCAVATION120-2

542-70 CONCRETE BUMPER GUARD FOR PARKING LOT EA 174

LF 816104-10-3 SEDIMENT BARRIER

PAINTED PAVEMENT MARKING, STANDARD WHITE, SOLID, 6�710-90

AS 1

LF 3,263

SY 6,635570-1-2 PERFORMANCE TURF, SOD

104-15 SOIL TRACKING PREVENTION DEVICE EA 1

THERMOPLASTIC, STANDARD WHITE, SOLID, 12� FOR CROSSWALK711-11-123 LF 459

THERMOPLASTIC, STANDARD WHITE, SOLID, 24� FOR STOP BAR711-11-125 LF 41

LF 294110-21 TREE PROTECTION BARRIER

FENCING, TYPE B, 0.0-5.0', STANDARD550-10-210 LF 880

SINGLE COLUMN GROUND SIGN ASSEMBLY, RELOCATE700-1-500 AS 1

SINGLE COLUMN GROUND SIGN ASSEMBLY, F I GROUND MOUNT, LESS THAN 12 SF700-1-111 AS 6

PERMEABLE TURF STABILI=ER GRID �ECORASTER E40, OR APPROVED E4UAL�999-1 SF 27,939

HANDICAPPED PARKING SIGN, FENCE MOUNT, RELOCATE999-2 EA 2

HANDICAPPED PARKING SIGN, F I FENCE MOUNT999-3 EA 2

PAINTED PAVEMENT MARKING, STANDARD WHITE, SOLID, ARROW710-11-170 EA 7

PAINTED PAVEMENT MARKING, STANDARD WHITE, HANDICAPPED SYMBOL EA 7710-11-160

VERTICAL ROOT PERFORMANCE SOD �BAHIA�570-1-2

INCLUDES TWO �2� �ACCESSIBLE/HANDICAP PARKING� SIGNS, FOUR �4� COMPACT

CAR PARKING ONLY� SIGNS

700-1-111

CY 750REGULAR EXCAVATION120-1

AutoCAD SHX Text

SEC. 27, T. 16, R. 30 E.

O

BY

DRAWING

ORIGINAL SIGNATURE

EMBOSSED WITH

ENGINEER'S SEAL AND

NOT VALID UNLESS

DATE:

SCALE:

DRAWN BY:

DATE

NDD

281 8

DOGBONE

ALE

FAX: 386/736-5366

DRAWING NO.

PROJECT NO.

TEL: 386/626-7196

City of DeLand, Florida

ENGINEERING DEPARTMENT

1102 S. Garfield Avenue DeLand, Florida 32724

24-04

SPERLING SPORTS COMPLEX

PARKING IMPROVEMENTS

11/12/2025

S.C.

RAYMOND BAHRAMI, P.E., CITY ENGINEER

FL. LIC. PROF. ENGINEER No. 65552

APPROVED BY:

100 YR FLOODPLAIN

100 YR FLOODPLAIN

SEDIMENT BARRIER

INLET PROTECTION

TREE PROTECTION FENCE

LEGEND

RELOCATE EX.

HANDICAPPED

PARKING SIGNRELOCATE 2 EX.

HANDICAPPED

PARKING SIGNS

ATTACHED TO FENCE

Sheet 4 of 7

INLET

PROTECTION

1" = 30'

EXISTING CONDITION & DEMOLITION PLAN

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ZONE "X"

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ZONE "X"

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ZONE "X"

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ZONE "A"

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ZONE "A"

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WATER METER

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RECLAIMED WATER METER

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WATER METER

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RECLAIMED WATER METER

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RECLAIMED WATER METER

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RECLAIMED WATER METER

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RECLAIMED WATER METER

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CLP

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CLP

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CLP

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CLP

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CLP

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CLP

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ELECTRIC BOX

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ELECTRIC BOX

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ELECTRIC BOX

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ELECTRIC BOX

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ELECTRIC VAULT

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ELECTRIC VAULT

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FH

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FH

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WATER SPIGOT

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WV

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WV

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WV

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SIGN

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SIGN

AutoCAD SHX Text 7.8'

AutoCAD SHX Text 10.25'

AutoCAD SHX Text 7.8'

AutoCAD SHX Text 10.25'

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COVER

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SCORE BOARD

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SCORE BOARD

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SCORE BOARD

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MLP

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EDGE OF WATER AS OF 02/20/2024

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FOOTBALL GOAL POSTS

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ELECTRIC VAULT IN CONC

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FOUL POLE

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FOUL POLE

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FOUL POLE

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FOUL POLE

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TOP OF BANK

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TOP OF BANK

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TOE OF SLOPE

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TOE OF SLOPE

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TOP OF BANK

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TOE OF SLOPE

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TOP OF BANK

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TOP OF BANK

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TOP OF BANK

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TOP OF BANK

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TOP OF BANK

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TOP OF BANK

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TOP OF BANK

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TOE OF SLOPE

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4.9'X5.4' SHED

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8' CONC WALK

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STORM INLET TOP EL: 66.70

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STORM INLET TOP EL: 66.70

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MATT FAIR BLVD

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MATT FAIR BOULEVARD

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6'CLF

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6'CLF

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6'CLF

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5'CLF

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5'CLF

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GATE

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5'CLF

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5'CLF

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6'CLF

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6'CLF

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6'CLF

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GATE

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4'CLF

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4'CLF

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4'CLF

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3 ELECTRIC VAULTS IN CONC

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19' ASPHALT PAVEMENT

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ASPHALT PAVEMENT & PARKING

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ASPHALT PAVEMENT & PARKING

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ASPHALT PAVEMENT & PARKING

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ASPHALT PAVEMENT & PARKING

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19' ASPHALT PAVEMENT

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19' ASPHALT PAVEMENT

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19' ASPHALT PAVEMENT

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0.5' CONC CURB

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0.5' CONC CURB

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0.5' CONC CURB

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0.5' CONC CURB

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4'CLF

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4'CLF

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6'CLF

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6'CLF

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1 STORY BUILDING FFE: 67.97

AutoCAD SHX Text 26.0'

AutoCAD SHX Text 6.1'

AutoCAD SHX Text 16.0'

AutoCAD SHX Text 16.15'

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ELECTRIC VAULT IN CONC

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CONC SIGN

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CIRCUIT BREAKER PANEL / ELECTRIC OUTLET

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6' CONC WALK

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6' CONC WALK

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6' CONC WALK

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4'CLF

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4'CLF

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4'CLF

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4'CLF

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4'CLF

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4'CLF

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4'CLF

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GATE

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GATE

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4'CLF

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GATE

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6'CLF

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6'CLF

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5'CLF

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5'CLF

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5'CLF

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5'CLF

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18"CMP INV: 61.75

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TOP OF BANK

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TOE OF SLOPE

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GATE

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12" CPP INV: 66.08

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12" CPP INV: 65.99

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8' CONC WALK

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BASEBALL FIELD

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BASEBALL FIELD

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BASEBALL FIELD

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CONC DUGOUT W/ 6'CLF

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CONC DUGOUT W/ 6'CLF

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CONC

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CONC

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SECTION 27, TOWNSHIP 16 SOUTH, RANGE 30 EAST.

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18" CMP E-INV: 64.63

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18" CMP W-INV: 64.67 18"CMP S-INV: 64.72

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DRAINAGE RETENTION AREA

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DRAINAGE RETENTION

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AREA

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DITCH W/ WATER

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42LO

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16PM

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7WO

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8RT

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17MAG

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14MAG

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23CYP

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20CYP

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25CYP

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25CYP

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10WO

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12RT

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6CHYL

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18BLKCHY

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7CHYL

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8WO

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12RT

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8CHYL

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6CHYL

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6CHYL

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9RT

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6CHYL

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26SLP

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6WO

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18SLP

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10WO

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12RT

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15MAG

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7CHYL

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12WO

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12PM

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17CAM

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17CAM

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8CAM

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34WO

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20CAM

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12CAM

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7WO

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14CAM

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6WO

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22WO

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10CAM

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6WO

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16CAM

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12CAM

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16/12/10/6SG

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12WO

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6CAM

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7CAM

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7CAM

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16/8CAM

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14SLP

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12CAM

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10MAG

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14WO

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12CAM

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10CAM

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10WO

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12BLKCHY

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8WO

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9CHYL

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17MAG

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8SLP

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8SLP

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6SLP

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14SLP

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7WO

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12PM

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6WO

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11WO

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10BLKCHY

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10CAM

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6WO

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12CAM

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10CAM

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10PM

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11CAM

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10CAM

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18SLP

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6CAM

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10CAM

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6CAM

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24SLP

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13CAM

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30CAM

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11/6WO

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6CAM

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8CAM

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6WO

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6CAM

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8CAM

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9WO

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10SLP

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6SLP

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12PM

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18SLP

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20SLP

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14SLP

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8CAM

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11CHYL

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12LO

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24SLP

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8WO

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6WO

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12PM

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16SLP

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12PM

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10WO

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6CHYL

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16SLP

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14SLP

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22SLP

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12CAM

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8SLP

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6SLP

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12SLP

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8CAM

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8SLP

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10SLP

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7CED

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16WO

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11CAM

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11/9/8CAM

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10CAM

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14WO

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14CAM

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14SLP

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18SLP

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15SLP

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9CHYL

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22CYP

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25CYP

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21CYP

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9CAM

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6LO

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15SLP

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9CAM

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9SLP

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9SLP

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9WO

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11CED

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13LO

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12PM

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14SLP

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20SLP

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12SLP

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6LO

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8CHYL

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9CHYL

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25CYP

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26CYP

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8CHYL

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29CYP

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6CHYL

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16SLP

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16SLP

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14SLP

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8SLP

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10SLP

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16SLP

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16SLP

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10SLP

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11/7SLP

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14SLP

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8SLP

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20SLP

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6LO

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17SLP

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12SLP

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12SLP

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12SLP

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7LO

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6SLP

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11CED

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16SLP

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14PM

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14SLP

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13SLP

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10LO

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6SLP

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17SLP

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10SLP

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12SLP

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14SLP

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14SLP

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8SLP

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7SLP

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11SLP

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12SLP

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12SLP

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18SLP

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15SLP

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6WO

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10SLP

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16SLP

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6CAM

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12SLP

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8CAM

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6WO

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10SLP

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10CAM

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11SLP

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14SLP

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6CED

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14SLP

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10SLP

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11CAM

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14SLP

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16/6SLP

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10SLP

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10SLP

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10WO

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9SLP

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12PM

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11SLP

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20SLP

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18SLP

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8SLP

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8WO

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9SLP

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11SLP

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8WO

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24SLP

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12SLP

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18SLP

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18SLP

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8WO

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12CAM

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6LO

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10SLP

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6SLP

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10WO

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14SLP

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18SLP

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10CAM

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15SLP

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6BLKCHY

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6BLKCHY

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6BLKCHY

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16/16WO

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6CHYL

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21SLP

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17SLP

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17SLP

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13SLP

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12PM

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24SLP

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7CHYL

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7CAM

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17MAG

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31LO

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8/8CAM

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8/8CAM

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7/10WO

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6/6CED

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7/6RT

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8/8/8CAM

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DO NOT ENTER/ STOP SIGN

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TPF

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TPF

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TPF

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TPF

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TPF

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SEC. 27, T. 16, R. 30 E.

AutoCAD SHX Text

AutoCAD SHX Text 60'

AutoCAD SHX Text 30'

AutoCAD SHX Text 0'

TPF

24'

24'

24', M

IN.

24', MIN.

24'

24'

10'TYP.

12' 18'

9'

C O

M

PA

C T

C A

R O

N

LY

C O

M

PA

C T

C A

R O

N

LY

C O

M

PA

C T

C A

R O

N

LY

C O

M

PA

C T

C A

R O

N

LY

40.60' 22 .2

5'

57.49'

22.25'

33.32'

22.25'

9'

TYP.

9'

TYP.

TYP.

' 10'TYP.

9', TYP.

12'TYP.

5'

', T

YP.

9'

8'

8'

4'TYP.

12'5'12' 5'

' 20'

REVISIONSNO.

ADIRLF

O

BY

DRAWING

ORIGINAL SIGNATURE

EMBOSSED WITH

ENGINEER'S SEAL AND

NOT VALID UNLESS

DATE:

SCALE:

DRAWN BY:

DATE

NDD

281 8

DOGBONE

ALE

FAX: 386/736-5366

DRAWING NO.

PROJECT NO.

TEL: 386/626-7196

City of DeLand, Florida

ENGINEERING DEPARTMENT

1102 S. Garfield Avenue DeLand, Florida 32724

24-04

SPERLING SPORTS COMPLEX

PARKING IMPROVEMENTS

11/12/2025

S.C.

RAYMOND BAHRAMI, P.E., CITY ENGINEER

FL. LIC. PROF. ENGINEER No. 65552

APPROVED BY:

100 YR FLOODPLAIN

100 YR

FLOODPLAIN

LEGEND

PAINTED PAVEMENT MARKING, STANDARD WHITE, SOLID, 6"

THERMOPLASTIC, STANDARD WHITE, SOLID, 12" FOR CROSSWALK

THERMOPLASTIC, STANDARD WHITE, SOLID, 24" FOR STOP BAR

PROP. GRASS PARKING SPACE DELINEATION

PROP. CONC. BUMPER GUARD

PROP. PERMEABLE TURF STABILIZER GRID w/ PERFORMANCE SOD

PROP. 6" CONC. PAVING, 3,000 PSI

PROP. SIGN LOCATION

PARKING SPACE COUNT

SITE PLAN

NOTE:

COMPACT CAR ONLY PARKING SPACE

LENGTH TO BE 16' MIN. LENGTH.

9' R, TYP.

9' R, TYP.

RELOCATED

HANDICAPPED

PARKING SIGN

RELOCATED 2 EX.

HANDICAPPED PARKING

SIGNS, AND 2 PROP.

HANDICAPPED PARKING SIGNS,

ALL INSTALLED ON FENCE

INSTALL 4 PROP.

COMPACT CAR PARKING

ONLY SIGNS

Sheet 5 of 7

4' HIGH CHAIN

LINK FENCE

8' R

8' R

12" SOLID WHITE

CROSSWALK STRIPING

24" SOLID WHITE

STOP BAR

6" SOLID WHITE

PARKING LOT STRIPING

CONC. BUMPER GUARD (TYP.), ARRANGED

ALONG THE EDGES OF THE PERMEABLE

TURF STABILIZER GRID, AND GRASS

PARKING SPACES, AS SHOWN

PROP. 4FT CHAIN LINK FENCE

PROP. PERFORMANCE SOD

PROP. PAINTED HANDICAPPED PARKING SYMBOL

PAINTED TRAFFIC

ARROW, TYP. OF 7

INSTALL 2 PROP.

HANDICAPPED

PARKING SIGNS

1" = 30'

R=465.76'

R=342.68'

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ZONE "X"

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ZONE "X"

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ZONE "X"

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ZONE "A"

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ZONE "A"

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WATER METER

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RECLAIMED WATER METER

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WATER METER

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RECLAIMED WATER METER

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RECLAIMED WATER METER

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RECLAIMED WATER METER

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RECLAIMED WATER METER

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CLP

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CLP

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CLP

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CLP

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CLP

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CLP

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ELECTRIC BOX

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ELECTRIC BOX

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ELECTRIC BOX

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ELECTRIC BOX

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ELECTRIC VAULT

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ELECTRIC VAULT

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FH

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FH

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WATER SPIGOT

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WV

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WV

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WV

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SIGN

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SIGN

AutoCAD SHX Text 7.8'

AutoCAD SHX Text 10.25'

AutoCAD SHX Text 7.8'

AutoCAD SHX Text 10.25'

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COVER

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SCORE BOARD

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SCORE BOARD

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SCORE BOARD

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MLP

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EDGE OF WATER AS OF 02/20/2024

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FOOTBALL GOAL POSTS

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ELECTRIC VAULT IN CONC

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FOUL POLE

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FOUL POLE

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FOUL POLE

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FOUL POLE

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TOP OF BANK

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TOP OF BANK

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TOE OF SLOPE

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TOE OF SLOPE

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TOP OF BANK

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TOE OF SLOPE

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TOP OF BANK

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TOP OF BANK

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TOP OF BANK

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TOP OF BANK

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TOP OF BANK

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TOP OF BANK

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TOP OF BANK

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TOE OF SLOPE

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4.9'X5.4' SHED

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8' CONC WALK

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STORM INLET TOP EL: 66.70

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STORM INLET TOP EL: 66.70

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MATT FAIR BLVD

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MATT FAIR BOULEVARD

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6'CLF

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6'CLF

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6'CLF

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5'CLF

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5'CLF

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GATE

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5'CLF

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5'CLF

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6'CLF

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6'CLF

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6'CLF

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GATE

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4'CLF

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4'CLF

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4'CLF

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3 ELECTRIC VAULTS IN CONC

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19' ASPHALT PAVEMENT

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ASPHALT PAVEMENT & PARKING

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ASPHALT PAVEMENT & PARKING

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ASPHALT PAVEMENT & PARKING

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ASPHALT PAVEMENT & PARKING

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19' ASPHALT PAVEMENT

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19' ASPHALT PAVEMENT

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19' ASPHALT PAVEMENT

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0.5' CONC CURB

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0.5' CONC CURB

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0.5' CONC CURB

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0.5' CONC CURB

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4'CLF

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4'CLF

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6'CLF

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6'CLF

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1 STORY BUILDING FFE: 67.97

AutoCAD SHX Text 26.0'

AutoCAD SHX Text 6.1'

AutoCAD SHX Text 16.0'

AutoCAD SHX Text 16.15'

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ELECTRIC VAULT IN CONC

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CONC SIGN

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CIRCUIT BREAKER PANEL / ELECTRIC OUTLET

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6' CONC WALK

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6' CONC WALK

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6' CONC WALK

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4'CLF

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4'CLF

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4'CLF

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4'CLF

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4'CLF

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4'CLF

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4'CLF

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GATE

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GATE

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4'CLF

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GATE

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6'CLF

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6'CLF

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5'CLF

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5'CLF

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5'CLF

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5'CLF

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18"CMP INV: 61.75

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TOP OF BANK

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TOE OF SLOPE

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GATE

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12" CPP INV: 66.08

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12" CPP INV: 65.99

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8' CONC WALK

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BASEBALL FIELD

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BASEBALL FIELD

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BASEBALL FIELD

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CONC DUGOUT W/ 6'CLF

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CONC DUGOUT W/ 6'CLF

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CONC

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CONC

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SECTION 27, TOWNSHIP 16 SOUTH, RANGE 30 EAST.

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18" CMP E-INV: 64.63

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18" CMP W-INV: 64.67 18"CMP S-INV: 64.72

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DRAINAGE RETENTION AREA

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DRAINAGE RETENTION

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AREA

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DITCH W/ WATER

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42LO

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16PM

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7WO

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8RT

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17MAG

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14MAG

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23CYP

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20CYP

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25CYP

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25CYP

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10WO

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12RT

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6CHYL

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18BLKCHY

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7CHYL

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8WO

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12RT

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8CHYL

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6CHYL

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6CHYL

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9RT

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6CHYL

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26SLP

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6WO

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18SLP

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10WO

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12RT

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15MAG

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7CHYL

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12WO

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12PM

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17CAM

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17CAM

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8CAM

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34WO

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20CAM

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12CAM

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7WO

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14CAM

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6WO

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22WO

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10CAM

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6WO

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16CAM

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12CAM

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16/12/10/6SG

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12WO

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6CAM

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7CAM

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7CAM

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16/8CAM

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14SLP

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12CAM

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10MAG

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14WO

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12CAM

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10CAM

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10WO

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12BLKCHY

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8WO

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9CHYL

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17MAG

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8SLP

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8SLP

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6SLP

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14SLP

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7WO

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12PM

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6WO

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11WO

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10BLKCHY

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10CAM

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6WO

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12CAM

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10CAM

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10PM

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11CAM

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10CAM

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18SLP

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6CAM

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10CAM

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6CAM

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24SLP

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13CAM

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30CAM

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11/6WO

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6CAM

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8CAM

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6WO

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6CAM

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8CAM

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9WO

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10SLP

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6SLP

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12PM

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18SLP

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20SLP

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14SLP

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8CAM

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11CHYL

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12LO

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24SLP

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8WO

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6WO

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12PM

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16SLP

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12PM

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10WO

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6CHYL

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16SLP

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14SLP

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22SLP

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12CAM

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8SLP

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6SLP

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12SLP

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8CAM

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8SLP

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10SLP

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7CED

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16WO

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11CAM

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11/9/8CAM

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10CAM

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14WO

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14CAM

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14SLP

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18SLP

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15SLP

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9CHYL

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22CYP

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25CYP

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21CYP

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9CAM

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6LO

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15SLP

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9CAM

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9SLP

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9SLP

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9WO

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11CED

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13LO

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12PM

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14SLP

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20SLP

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12SLP

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6LO

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8CHYL

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9CHYL

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25CYP

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26CYP

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8CHYL

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29CYP

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6CHYL

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16SLP

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16SLP

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14SLP

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8SLP

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10SLP

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16SLP

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16SLP

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10SLP

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11/7SLP

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14SLP

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8SLP

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20SLP

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6LO

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17SLP

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12SLP

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12SLP

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12SLP

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7LO

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6SLP

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11CED

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16SLP

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14PM

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14SLP

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13SLP

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10LO

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6SLP

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17SLP

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10SLP

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12SLP

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14SLP

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14SLP

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8SLP

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7SLP

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11SLP

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12SLP

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12SLP

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18SLP

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15SLP

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6WO

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10SLP

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16SLP

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21SLP

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6CAM

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10SLP

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12SLP

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8CAM

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18SLP

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14SLP

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6WO

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10SLP

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10CAM

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11SLP

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14SLP

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6CED

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14SLP

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10SLP

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11CAM

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14SLP

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16/6SLP

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10SLP

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10SLP

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10WO

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9SLP

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12PM

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11SLP

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20SLP

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18SLP

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8SLP

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8WO

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9SLP

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11SLP

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8WO

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24SLP

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12SLP

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18SLP

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18SLP

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8WO

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12CAM

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6LO

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10SLP

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6SLP

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10WO

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14SLP

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18SLP

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10CAM

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15SLP

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6BLKCHY

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6BLKCHY

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6BLKCHY

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16/16WO

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6CHYL

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21SLP

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17SLP

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17SLP

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13SLP

AutoCAD SHX Text

12PM

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24SLP

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7CHYL

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7CAM

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17MAG

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31LO

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8/8CAM

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8/8CAM

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7/10WO

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6/6CED

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7/6RT

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8/8/8CAM

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DO NOT ENTER/ STOP SIGN

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SEC. 27, T. 16, R. 30 E.

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AutoCAD SHX Text 60'

AutoCAD SHX Text 30'

0'

0.

M

IN

67.12

67.14 2%

MAX.

2%

MAX.

M.E.G.

66.28

65.88

65.73

65.86

65.58

65.56

65.21

65.47

65.69

65.85

66.17

65.07

65.14

65.19

65.18

65.06

65.29 65.32

65.65

65.14

65.37

65.40

65.42

65.1765.50

65.47 65.54

65.80

65.69

65.64

65.69 65.64

65.96

65.94 65.93

65.93 65.87

66.32

66.32

66.29

66.24

66.19 66.22 65.20

64.89

64.76

65.57

65.86

65.64

M.E.G.

M.E.G.

REVISIONSNO.

ADIRLF

O

BY

DRAWING

ORIGINAL SIGNATURE

EMBOSSED WITH

ENGINEER'S SEAL AND

NOT VALID UNLESS

DATE:

SCALE:

DRAWN BY:

DATE

NDD

281 8

DOGBONE

ALE

FAX: 386/736-5366

DRAWING NO.

PROJECT NO.

TEL: 386/626-7196

City of DeLand, Florida

ENGINEERING DEPARTMENT

1102 S. Garfield Avenue DeLand, Florida 32724

24-04

SPERLING SPORTS COMPLEX

PARKING IMPROVEMENTS

11/12/2025

S.C.

RAYMOND BAHRAMI, P.E., CITY ENGINEER

FL. LIC. PROF. ENGINEER No. 65552

APPROVED BY:

100 YR FLOODPLAIN

100 YR FLOODPLAIN

PROP. CONTOURS

1% PROP. SURFACE FLOW DIRECTION & SLOPE

EX. CONTOURS

LEGEND

GRADING PLAN

Sheet 6 of 7

NOTE:

ENSURE POSITIVE DRAINAGE

ACROSS ENTIRE WORK AREA.

1" = 30'

ADJUST 66-CONTOUR

AS SHOWN

ADJUST 65-CONTOUR

AS SHOWN

PROP. SPOT ELEVATIONS

AutoCAD SHX Text 67.50

AutoCAD SHX Text 67.86

AutoCAD SHX Text 67.92

AutoCAD SHX Text 67.51

AutoCAD SHX Text 67.57

AutoCAD SHX Text 67.86

AutoCAD SHX Text 67.81

AutoCAD SHX Text 67.49

AutoCAD SHX Text 67.79

AutoCAD SHX Text 68.12

AutoCAD SHX Text 68.13

AutoCAD SHX Text 67.81

AutoCAD SHX Text 67.64

AutoCAD SHX Text 67.92

AutoCAD SHX Text 68.00

AutoCAD SHX Text 67.68

AutoCAD SHX Text 67.63

AutoCAD SHX Text 68.04

AutoCAD SHX Text 68.13

AutoCAD SHX Text 67.67

AutoCAD SHX Text 67.78

AutoCAD SHX Text 68.10

AutoCAD SHX Text 68.06

AutoCAD SHX Text 67.72

AutoCAD SHX Text 67.69

AutoCAD SHX Text 68.02

AutoCAD SHX Text 67.37

AutoCAD SHX Text 67.33

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