Eagle_Springs_CIVIL_PLAN_SET_signed.pdf

U S

H

I G

H W

A Y

S

H

O

E

M

A

K

E

R

D

N

T

L

I

V

O

K

E

N

U

E

U

G

H

W

Y

W

LAKE

STANLEY

03/2023

19-0328.010

State of Florida # 78674

BENJAMIN R. LENNON, P.E.

W

AL

TO

N

C O

U N

TY

, F

LO

RI

DA

EA

G

LE

S

PR

IN

G S

G O

LF

C

O U

RS

E

M

AI

N

TE

N

AN

CE

F

AC

IL

IT

Y

LI

VE

O

AK

A

VE

N U

E

EX

TE

N

SI

O

N D

R M

P

C e r t i f i c a t e o f

A u t h o r i z a t i o n

N o h r e e t

S u i

B o c a t o n

F

L

P h o n e

F a x

W D

R M

P C

O M

E N

G I N

E E

U R

V E

Y O

P

L A

N N

E

C I E

N T

I S

T S

DRMP, Inc.

AS SHOWN

C O

V E

R

C1

CALL 48 HOURS

BEFORE YOU DIG

IT'S THE LAW!

DIAL 811

SUNSHINE STATE ONE CALL OF FLORIDA, INC.

Know what's below.

Call before you dig.

PROJECT SHEET INDEX

BOARD OF COUNTY COMMISSIONERS

76 N 6TH ST, DEFUNIAK SPRINGS, FL 32433

850-892-8155

WALTON COUNTY, FLORIDA

C1 COVER

C2 GENERAL NOTES

C3 EXISTING CONDITIONS

C4 DEMOLITION AND EROSION CONTROL PLAN

C5 SITE AND CIRCULATION PLAN

C6 GRADING PLAN

C8 LIVE OAK AVENUE EXTENSION ROAD PROFILE

C9 - C10 CROSS SECTIONS

C11 DRY RETENTION BASIN SECTIONS

C12 LANDSCAPE PLAN

C13 LANDSCAPE & IRRIGATION NOTES AND DETAILS

C14 DETAILS

C15 PUMP STATION BASIS OF DESIGN

VICINITY MAP

SCALE 1" = 2000"

SITE ADDRESS: 171 COUNTRY CLUB LN., DEFUNIAK SPRINGS, FL 32435

CONSULTANT CONTACTS:

SURVEYOR

DRMP, INC.

1095 HWY 90

CHIPLEY. FLORIDA 32428

JEFF LANCE, P.S.M.

CIVIL ENGINEERING

DRMP, INC.

1625 SUMMIT LAKE DRIVE, SUITE 200

TALLAHASSEE, FL 32317

BEN LENNON, P.E. 850-692-5659

ARCHITECT

RUSSELL JOHNSON ARCHITECT

P.O. BOX 1399

PANAMA CITY, FL 32401

RUSSELL JOHNSON

850-630-4483

GEOTECHNICAL SERVICES

SOUTHERN EARTH SCIENCES

7500 MCELVEY RD, STE A.

PANAMA CITY BEACH, FL 32408

LOGAN A. FOWLER 850-769-4773

OWNER

BOCC

76 N 6TH ST

DEFUNIAK SPRINGS, FL 32433

DAVID SELL 850-892-8108

DRMP PROJECT NO. 19-0328.010

MARCH 2023

1625 SUMMIT LAKE DRIVE SUITE 200, TALLAHASSEE, FL 32317

NOTE:

ATTENTION IS DIRECTED TO THE FACT THAT THESE PLANS

MAY HAVE BEEN ALTERED IN SIZE BY REPRODUCTION. THIS

MUST BE CONSIDERED WHEN OBTAINING SCALED DATA.

EAGLE SPRINGS GOLF COURSE

MAINTENANCE FACILITY

LIVE OAK AVENUE EXTENSION

PARCEL # 27-3N-19-19000-017-0000; 28-3N-19-19000-006-0000

UTILITIES INFORMATION

(WATER/SEWER/GAS) (ELECTRIC)

CITY OF DEFUNIAK UTILITIES GULF POWER

45 NORTH PARK STREET 1226 CIRCLE DRIVE

DEFUNIAK SPRINGS, FL 32433 DEFUNIAK SPRINGS, FL 32435

PHONE: (850) 892-8534 PHONE: 1-800-225-5797

DRMP, INC.

Certificate Of Authorization No. 2648

BENJAMIN R. LENNON, P.E.

LICENSE NO. 78674

Phone: (850) 562-9600 Fax: (850) 575-5544

1625 SUMMIT LAKE DRIVE SUITE 200

Tallahassee, fl 32317

THIS ITEM HAS BEEN DIGITALLY

SIGNED AND SEALED BY:

ON THE DATE ADJACENT TO THE SEAL.

PRINTED COPIES OF THIS DOCUMENT ARE

NOT CONSIDERED SIGNED AND SEALED AND

THE SIGNATURE MUST BE VERIFIED

ON ANY ELECTRONIC COPIES.

100% PLANS

PROJECT

LOCATION

BE

NJAMIN R. LENNON

AutoCAD SHX Text

DRAWING:

AutoCAD SHX Text

DATE:

AutoCAD SHX Text

NO.

AutoCAD SHX Text

DATE

AutoCAD SHX Text

BY

AutoCAD SHX Text

DO NOT SCALE THIS DRAWING - DIMENSIONS AND NOTES TAKE PREFERENCE

AutoCAD SHX Text R E V I S I O N S

AutoCAD SHX Text

DESCRIPTION

AutoCAD SHX Text

DESIGNED BY

AutoCAD SHX Text

DRAWN BY

AutoCAD SHX Text

CHECKED BY

AutoCAD SHX Text

SCALE:

AutoCAD SHX Text

PROJECT NO.:

AutoCAD SHX Text

APPROVED BY

AutoCAD SHX Text

RAJ

AutoCAD SHX Text

RAJ

AutoCAD SHX Text

MZ

AutoCAD SHX Text

BRL

AutoCAD SHX Text THIS ITEM HAS BEEN DIGITALLY SIGNED AND SEALED BY ENGINEER OF RECORD ON THE DATE NOTED ON THE ELECTRONIC SIGNATURE. PRINTED COPIES OF THIS DOCUMENT ARE NOT CONSIDERED SIGNED AND SEALED AND THE SIGNATURE MUST BE VERIFIED ON ANY ELECTRONIC COPIES

03/2023

19-0328.010

State of Florida # 78674

BENJAMIN R. LENNON, P.E.

W

AL

TO

N

C O

U N

TY

, F

LO

RI

DA

EA

G

LE

S

PR

IN

G S

G O

LF

C

O U

RS

E

M

AI

N

TE

N

AN

CE

F

AC

IL

IT

Y

LI

VE

O

AK

A

VE

N U

E

EX

TE

N

SI

O

N D R M P

C e r t i f i c a

A u t h o r i z a t i o n

N o r e e t

S u i

B o t o n

F

L

P h o n e

F a x

W D

R M

P C

O M

E N

G I N

E E

U R

V E

Y O

L A

N N

E

C I E

N T

I S

T S

DRMP, Inc.

AS SHOWN

G E

N E

R A

L

N

O T

E S

C2

GENERAL NOTES

1. UNLESS OTHERWISE NOTED, ALL WORK SHALL BE PERFORMED CONSISTENT WITH FDOT DESIGN STANDARDS (LATEST

EDITION) AND THE FDOT STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION (LATEST EDITION).

2. IF CONTRACTOR OR THEIR SUBCONTRACTORS DO NOT COMPLY WITH THE REQUIREMENTS OF THESE GENERAL NOTES, SPECIFICATIONS OR AGREEMENT BETWEEN OWNER AND CONTRACTOR, OWNER MAY, BUT IS NOT REQUIRED TO, GIVE

WRITTEN NOTICE OF VIOLATION TO CONTRACTOR. SHOULD CONTRACTOR OR ITS SUBCONTRACTORS FAIL TO COMPLY WITH

REQUIREMENTS OF THESE GENERAL NOTES WITHIN TWENTY-FOUR (24) HOURS FROM THE TIME OWNER ISSUES SUCH

WRITTEN NOTICE OF NONCOMPLIANCE, OR WITHIN THE TIME OF ABATEMENT PERIOD SPECIFIED BY ANY GOVERNMENTAL

AGENCY, WHICHEVER PERIOD IS SHORTER, CONTRACTOR SHALL BE IN MATERIAL DEFAULT OF THIS CONTRACT.

3. THE PROJECT DESIGN HAS BEEN BASED UPON FIELD SURVEYS AND SITE VISITS BY DRMP.

4. CONTRACTOR SHALL FAMILIARIZE HIMSELF WITH THE SITE, INCLUDING ALL SURFACE AND SUBSURFACE CONDITIONS, LIMITS

OF CONSTRUCTION, WORK REQUIRED AND ALL OTHER CONDITIONS THAT MAY EFFECT THE SUCCESSFUL COMPLETION OF

THE PROJECT, PRIOR TO THE COMMENCEMENT OF WORK. IF CONTRACTOR DISCOVERS ANY ERRORS OR OMISSIONS IN THE

PLANS OR SPECIFICATIONS, HE SHALL IMMEDIATELY NOTIFY OWNER OR OWNER'S AGENT.

5. CONTRACTOR SHALL OBTAIN ALL REQUIRED PERMITS NOT PROVIDED, GIVE ALL NOTICES REQUIRED BY, AND COMPLY WITH

ALL APPLICABLE LAWS, ORDINANCES, RULES, STATUTES, REGULATIONS, AND PERMIT CONDITIONS BEARING ON THE

EXECUTION OF PROJECT, AS DRAWN AND SPECIFIED. IF CONTRACTOR OBSERVES THAT THE DRAWINGS OR SPECIFICATION

ARE IN VARIANCE WITH ANY APPLICABLE LAWS, ORDINANCES, RULES, STATUTES, REGULATIONS OR PERMIT CONDITIONS, HE

SHALL TAKE ANY ACTIONS NECESSARY TO MITIGATE ANY POTENTIAL DAMAGE, AND PROMPTLY NOTIFY ENGINEER IN

WRITING OF SUCH VARIANCE. ANY NECESSARY CHANGES TO THE DRAWING AND SPECIFICATIONS SHALL BE MADE IN

ACCORDANCE WITH THE PROVISIONS OF THE AGREEMENT BETWEEN OWNER AND CONTRACTOR.

6. CONTRACTOR SHALL BE RESPONSIBLE TO OWNER AND ENGINEER FOR THE ACTS AND OMISSIONS OF THE CONTRACTOR'S

EMPLOYEES, AND ALL SUBCONTRACTORS AND THEIR AGENTS AND EMPLOYEES, AND ANY OTHER PERSONS PERFORMING

ANY WORK UNDER THIS CONTRACT BETWEEN OWNER AND CONTRACTOR, FOR THIS PROJECT.

7. CONTRACTOR SHALL BE RESPONSIBLE FOR MAKING ALL NECESSARY ARRANGEMENTS WITH ALL GOVERNMENTAL

AGENCIES, DEPARTMENT OR BODIES, PUBLIC AND PRIVATE UTILITIES, CARRIERS OR SERVICE COMPANIES, AND

CORPORATIONS OWNING OR CONTROLLING ANY ROADWAYS, RAILWAYS, WATER, SEWER, GAS, ELECTRICAL, TELEPHONE OR

TELEGRAPH FACILITIES, SUCH AS PAVEMENT, TRACKS, PIPING, WIRES, CABLES, CONDUITS, POLES, GUYS OR OTHER SIMILAR

FACILITIES, INCLUDING INCIDENTAL STRUCTURES CONNECTED TO SUCH SERVICES, THAT ARE ENCOUNTERED DURING THE

PROJECT, IN ORDER THAT SUCH ITEMS MAY BE PROPERLY PROTECTED, SUPPORTED OR RELOCATED AS NEEDED.

8. UNLESS OTHERWISE SPECIFIED IN THESE GENERAL CONDITIONS, SPECIFICATIONS OR IN THE AGREEMENT BETWEEN

OWNER AND CONTRACTOR, ALL CONSTRUCTION IS TO BE GOVERNED BY THE PLANS, SPECIFICATION AND APPLICABLE

PERMITS, ALL APPLICABLE FEDERAL, STATE AND LOCAL LAWS, ORDINANCES, RULES, STATUTES, REGULATIONS, PERMIT

CONDITIONS AND BUILDING AND SAFETY CODES BEARING ON THE EXECUTION OF THE PROJECT.

9. PRIOR TO PERFORMING ANY WORK WITHIN ANY PUBLIC OR UTILITY RIGHT-OF-WAY OR EASEMENT, CONTRACTOR SHALL

OBTAIN AUTHORIZATION AND PERMITS FROM THE APPLICABLE JURISDICTION RESPONSIBLE FOR SUCH RIGHT-OF-WAY OR

EASEMENT. ADDITIONALLY, CONTRACTOR SHALL NOTIFY SUNSHINE STATE ONE CALL AT 1 (800) 432-4770 AT LEAST 72

HOURS PRIOR TO DIGGING OR OTHERWISE DISTURBING UTILITIES.

10. CONTRACTOR SHALL PRESERVE AND PROTECT ALL PERMANENT REFERENCE MONUMENTS, CONTROL POINTS, BENCHMARKS AND PROPERTY CORNERS. IN THE EVENT ANY REFERENCE MONUMENTS, CONTROL POINTS, BENCHMARKS

OR PROPERTY CORNERS ARE DISTURBED, CONTRACTOR SHALL EMPLOY A FLORIDA REGISTERED LAND SURVEYOR TO

RESET OR REPLACE SUCH.

11. THE OWNER, OWNER'S AGENT AND INSPECTORS OF APPLICABLE GOVERNMENT JURISDICTIONS AND AGENCIES SHALL HAVE

ACCESS TO THE PROJECT AT ALL TIMES. CONTRACTOR SHALL PROVIDE REASONABLE AND PROPER FACILITIES FOR SUCH

ACCESS AND INSPECTION OF THE WORK.

12. CONTRACTOR SHALL COMPLY IN EVERY ASPECT WITH THE FEDERAL OCCUPATIONAL SAFETY AND HEALTH ACT OF 1970

(OSHA) AS AMENDED AND ALL RULES, STATUTES AND REGULATIONS NOW OR HEREAFTER IN EFFECT UNDER SAID ACT. THE

CONTRACTOR FURTHER AGREES TO COMPLY WITH ANY OTHER APPLICABLE FEDERAL, STATE AND LOCAL LAWS, ORDINANCES, RULES, STATUTES, REGULATIONS OR PERMIT CONDITIONS PERTAINING TO JOB SAFETY AND HEALTH, INCLUDING, BUT NOT LIMITED TO CFR 1910 AND 1926.

13. CONTRACTOR SHALL COMPLY WITH ALL APPLICABLE BUILDING AND SAFETY CODES, FEDERAL, STATE, AND LOCAL LAWS, ORDINANCES, RULES, STATUTES, REGULATIONS OR PERMIT CONDITIONS, INCLUDING BUT NOT LIMITED TO, LAWFUL ORDERS

OF ANY QUASI PUBLIC OR OTHER AUTHORITY HAVING JURISDICTION FOR THE SAFETY OF PERSONS OR PROPERTY OR FOR

THE PROTECTION AGAINST INJURY, DAMAGE, OR LOSS TO PERSONNEL, EQUIPMENT OR MATERIALS, OR DESIGNED TO

PROTECT THE ENVIRONMENT. CONTRACTOR SHALL ERECT AND MAINTAIN, AS REQUIRED BY EXISTING CONDITIONS AND

PROGRESS OF THE WORK, ALL REASONABLE AND REQUIRED SAFEGUARDS FOR THE SAFETY AND PROTECTION OF ALL

PERSONNEL, EQUIPMENT OR MATERIALS, INCLUDING BUT NOT LIMITED TO, POSTING OF DANGER SIGNS AND OTHER

WARNING AGAINST HAZARDS, PROMULGATING SAFETY REGULATIONS AND NOTIFYING OWNERS AND USERS OF ADJACENT

UTILITIES OF THE EXISTENCE OF HAZARDS AND SAFETY REGULATIONS.

14. CONTRACTOR SHALL BE RESPONSIBLE TO PROVIDE ALL REASONABLE AND PRUDENT PRECAUTIONS FOR THE SAFE AND

SECURE PROTECTION OF ALL INCOMPLETE WORK, MATERIALS AND EQUIPMENT STORED ONSITE AND OFFSITE, AND ANY

UNAUTHORIZED ACCESS TO SUCH.

15. CONTRACTOR SHALL, AT ALL TIMES, UTILIZE ALL NORMALLY ACCEPTED AND REASONABLY EXPECTED SAFETY PRACTICES

AND COMPLY WITH ALL APPLICABLE FEDERAL, STATE, AND LOCAL LAWS, ORDINANCES, RULES, STATUTES, REGULATIONS OR

PERMIT CONDITIONS, AND GUIDELINES AND RECOMMENDATIONS PERTAINING TO THE SAFE UTILIZATION OF ALL EQUIPMENT

AND MATERIALS, AS PUBLISHED BY MANUFACTURER OR SUPPLIER.

16. PRIOR TO INITIATING ANY EXCAVATION (INCLUDING, BUT NOT LIMITED TO, TUNNELS, DITCHES, SWALES, STORMWATER

PONDS, CANALS, OR ARTIFICIAL LAKES), CONTRACTOR SHALL REVIEW AND MAKE ARRANGEMENTS TO COMPLY IN EVERY

RESPECT WITH THE PROVISIONS OF ALL APPLICABLE FEDERAL, STATE, AND LOCAL LAWS, ORDINANCES, RULES, STATUTES, REGULATIONS OR PERMIT CONDITIONS, (INCLUDING BUT NOT LIMITED TO CFR 1926 SUBPART P, OSHA DIRECTIVES CPL 2.69

AND 2.87 AND STATE OF FLORIDA DHR REQUIREMENTS) PERTAINING TO SAFE TRENCHING AND EXCAVATION. CONTRACTOR

SHALL INSTALL ALL NECESSARY FENCES AND BARRIERS, AND TAKE ALL OTHER REASONABLE AND PRUDENT STEPS TO

ENSURE THAT ACCESS TO EXCAVATIONS BY UNAUTHORIZED INDIVIDUALS IS PREVENTED.

17. CONTRACTOR SHALL TAKE ALL REASONABLE PRECAUTIONS FOR THE SAFETY OF, AND SHALL PROVIDE ALL REASONABLE

AND REQUIRED PROTECTION TO PREVENT INJURY, DAMAGE OR LOSS TO:

A. ALL INDIVIDUALS INCLUDING CONTRACTOR'S EMPLOYEES, AND ALL SUBCONTRACTORS AND THEIR AGENTS AND

EMPLOYEES, INSPECTORS AND ANY OTHER PERSONS PERFORMING ANY WORK UNDER A CONTRACT WITH THE

CONTRACTOR;

B. ALL THE WORK, MATERIALS AND EQUIPMENT TO BE INCORPORATED INTO THE FINAL PRODUCT, WHETHER IN STORAGE

ONSITE OR OFFSITE, UNDER THE CARE, CUSTODY OR CONTROL OF THE CONTRACTOR OR ANY OF THE

SUBCONTRACTORS; AND

C. OTHER PROPERTY AT THE SITE OR ADJACENT TO THE SITE, INCLUDING BUT NOT LIMITED TO TREES, SHRUBS, LAWNS, WALKS, PAVEMENTS, ROADWAYS, STRUCTURES AND UTILITIES NOT DESIGNATED FOR REMOVAL OR DEMOLITION DURING

THE COURSE OF THE PROJECT.

D. ALL DAMAGE OR LOSS TO ANY PROPERTY, UNTIL FINAL ACCEPTANCE OF THE WORK BY THE OWNER, CAUSED IN WHOLE

OR IN PART BY THE CONTRACTOR, CONTRACTOR'S EMPLOYEES, ANY SUBCONTRACTORS OR THEIR AGENTS, EMPLOYEES

OR OTHER PERSONS PERFORMING WORK UNDER A CONTRACT WITH THE CONTRACTOR FOR WHOSE ACTS ANY OF THEM

MAY BE LIABLE, SHALL BE REMEDIED BY THE CONTRACTOR, EXCEPT FOR DAMAGE OR PROPERTY LOSS ATTRIBUTED

SOLELY TO THE ACTS OR OMISSIONS OF THE OWNER OR THE ENGINEER, OR ANY SUBCONTRACTORS OR THEIR AGENTS, EMPLOYEES OR OTHER PERSONS PERFORMING WORK FOR THEM, OR FOR WHOSE ACTS ANY OF THEM MAY BE LIABLE, SHALL AND NOT PROPERLY ATTRIBUTABLE IN WHOLE OR IN PART TO THE FAULT OR NEGLIGENCE OF THE CONTRACTOR.

18. ALL INJURY, DAMAGE OR LOSSES TO ANY PERSONNEL, EQUIPMENT, MATERIALS OR PROPERTY, AS NOTED IN THIS

PARAGRAPH 18, CAUSED IN WHOLE OR IN PART, THROUGH FAULT OR NEGLIGENCE BY CONTRACTOR, SUBCONTRACTORS, SUPPLIERS OR BY ANYONE FOR WHOSE ACTS ANY OF THEM MAY BE LIABLE, SHALL BE REMEDIED BY THE CONTRACTOR, EXCEPT FOR INJURY, DAMAGE OR LOSS PROPERLY ATTRIBUTABLE SOLELY TO THE ACTS, ERRORS OR OMISSIONS OF

OWNER, ENGINEER OR ANYONE EMPLOYED BY THEM, OR FOR THOSE ACTS ANY OF THEM MAY BE LIABLE AND NOT

PROPERLY ATTRIBUTABLE IN WHOLE OR IN PART TO THE FAULT OR NEGLIGENCE OF THE CONTRACTOR.

19. UNTIL THE FINAL ACCEPTANCE OF THE PROJECT BY OWNER, CONTRACTOR SHALL HAVE THE COMPLETE CHARGE AND CARE

OF, AND SHALL BEAR ALL RISKS AND EXPENSES FOR ANY INJURY, DAMAGE OR LOSS, OR TO ANY PORTION OF THE WORK, ALL MATERIALS STORED ONSITE OR OFFSITE BY THE ACTION OF THE ELEMENTS, OR FROM ANY OTHER CAUSE WHETHER

ARISING FROM THE EXECUTION OR NON-EXECUTION OF THE WORK. CONTRACTOR SHALL BEAR ALL EXPENSES FOR ANY

REPAIRS, REBUILDING OR RESTORATION, AND MAKE GOOD ALL INJURIES, DAMAGES OR LOSSES TO ANY PORTION OF THE

WORK BEFORE FINAL ACCEPTANCE OF THE PROJECT BY OWNER.

20. CONTRACTOR SHALL NOT LOAD, CAUSE OR PERMIT ANY PART OF THE WORK TO BE LOADED SO AS TO ENDANGER SAFETY.

21. THOSE PARTS OF THE WORK IN PLACE, WHICH ARE SUBJECT TO DAMAGE, BECAUSE OF ACTIVITIES OR OPERATIONS BEING

CARRIED OUT ADJACENT TO, SHALL BE COVERED, BOARDED UP OR SUBSTANTIALLY ENCLOSED WITH ADEQUATE

PROTECTION BY CONTRACTOR AT HIS EXPENSE.

22. PERMANENT OPENINGS USED AS THOROUGHFARES FOR THE INTRODUCTION OF WORK, PERSONNEL, EQUIPMENT AND/OR

MATERIALS TO STRUCTURES SHALL HAVE HEADS, JAMBS AND SILLS WELL BLOCKED AND BOARDED BY THE CONTRACTOR.

OWNER RETAINS THE AUTHORITY, BUT ASSUMES NO DUTY TO ESTABLISH STANDARDS OF PROTECTION, AND TO REVIEW

THE EFFICIENCY OF PROTECTIVE MEASURES TAKEN BY CONTRACTOR.

23. ADEQUATE TRAFFIC CONTROL, BARRICADES AND FLAGMEN SERVICES SHALL BE FURNISHED AND MAINTAINED BY

CONTRACTOR AT ALL POINTS WHERE CONVEYING EQUIPMENT ENGAGED ON THE WORK REGULARLY ENTER ONTO, EXITS

FROM OR CROSSES TRAFFIC CARRYING ROADS.

24. CONTRACTOR SHALL PROTECT AND KEEP OWNER (INCLUDING THEIR AGENTS AND EMPLOYEES) FREE AND HARMLESS FROM

ANY AND ALL LIABILITY, PUBLIC OR PRIVATE, PENALTIES, CONTRACTUAL OR OTHERWISE, LOSSES, DAMAGES, COST, ATTORNEY'S FEES, EXPENSES, CAUSE OF ACTION, CLAIMS OR OTHER JUDGMENTS RESULTING FROM VIOLATIONS UNDER

OSHA OR ANY RULES, STATUTES OR REGULATIONS PROMULGATED THERE UNDER, OR ANY FEDERAL, STATE OR LOCAL

LAWS OR REGULATIONS PERTAINING TO JOB SAFETY AND HEALTH ARISING OUT OF, OR IN ANY WAY CONNECTED WITH THE

PERFORMANCE OF THE WORK OR WORK TO BE PERFORMED ON THIS PROJECT. CONTRACTOR SHALL INDEMNIFY OWNER

(INCLUDING THEIR AGENTS AND EMPLOYEES) FROM ANY SUCH CLAIMS, PENALTIES, SUITS OR ACTIONS, PUBLIC OR PRIVATE, ADMINISTRATIVE OR JUDICIAL, INCLUDING BUT NOT LIMITED TO ATTORNEY'S FEES PAID OR INCURRED BY, OR ON BEHALF OF

OWNER, JOINTLY OR SEVERALLY, AND/OR THEIR AGENT AND EMPLOYEES. CONTRACTOR FURTHER AGREES IN THE EVENT

OF A CLAIMED VIOLATION OF ANY FEDERAL, STATE OR LOCAL SAFETY AND HEALTH LAW OR REGULATION ARISING OUT OF, OR IN ANY WAY CONNECTED WITH THE PERFORMANCE OF THE WORK, OR WORK TO BE PERFORMED ON THIS PROJECT, OWNER MAY IMMEDIATELY TAKE ALL ACTIONS DEEMED NECESSARY TO REMEDY THE CLAIMED VIOLATIONS. ANY AND ALL

COST OR EXPENSES PAID OR INCURRED BY OWNER IN TAKING SUCH ACTION SHALL BE BORNE SOLELY BY CONTRACTOR, AND CONTRACTOR AGREES TO PROTECT, HOLD HARMLESS AND INDEMNIFY OWNER AGAINST ANY AND ALL SUCH COST OR

EXPENSES.

25. ALL WORK PERFORMED UNDER THIS CONTRACT, AND ALL EQUIPMENT, APPLIANCES, TOOLS AND LIKE ITEMS USED IN THE

PERFORMANCE OF THE WORK SHALL CONFORM TO ALL APPLICABLE BUILDING AND SAFETY CODES, AND REGULATIONS OF

ANY PUBLIC OR OTHER AUTHORITY HAVING JURISDICTION. IN THE EVENT OF CONFLICTING REQUIREMENTS, THE MORE

STRINGENT INTERPRETATION OR REGULATION SHALL APPLY.

26. "HAZARDOUS MATERIALS" MEANS ANY SUBSTANCE WHICH:

A. THE PRESENCE OF REQUIRES INVESTIGATION OR REMEDIATION UNDER ANY PRESENT FEDERAL, STATE, AND LOCAL

LAWS, ORDINANCES, RULES, STATUTES, REGULATIONS OR PERMIT CONDITIONS, OR

B. IS OR BECOMES DEFINED AS A "HAZARDOUS WASTE", "HAZARDOUS SUBSTANCE", POLLUTANT OR CONTAMINATE UNDER

ANY PRESENT FEDERAL, STATE, AND LOCAL LAWS, ORDINANCES, RULES, STATUTES, REGULATIONS OR PERMIT

CONDITIONS OR AMENDMENTS, INCLUDING BUT NOT LIMITED TO, THE 1980 COMPREHENSIVE ENVIRONMENTAL

RESPONSE COMPENSATION AND LIABILITY ACT (CERCLA) AND/OR THE 1976 RESOURCE CONSERVATION AND RECOVERY

ACT (RCRA), OR

C. IS TOXIC, EXPLOSIVE, CORROSIVE, FLAMMABLE, INFECTIOUS, RADIOACTIVE, CARCINOGENIC, MUTAGENIC OR OTHERWISE

HAZARDOUS AND IS REGULATED BY ANY GOVERNMENTAL AUTHORITY, AGENCY, DEPARTMENT, COMMISSION, BOARD OR

INSTRUMENTALITY OF THE UNITED STATES, THE STATE(S) IN WHICH THE PROJECT IS LOCATED OR ANY POLITICAL

SUBDIVISION THEREOF, OR

D. THE PRESENCE OF ON THE PREMISES CAUSES OR THREATENS TO CAUSE A NUISANCE UPON THE PREMISES OR TO

ADJACENT PROPERTIES OR POSES OR THREATENS TO POSE A HAZARD TO THE HEALTH OR SAFETY OF PERSONS ON OR

ABOUT THE PREMISES, OR

E. THE PRESENCE OF ON THE PREMISES CAUSES OR THREATENS TO CAUSE A NUISANCE UPON THE PREMISES OR TO

ADJACENT PROPERTIES OR POSES OR THREATENS TO POSE A HAZARD TO THE ENVIRONMENT, OR

F. CONTAINS GASOLINE, DIESEL FUEL OR OTHER PETROLEUM HYDROCARBONS, OR

G. CONTAIN POLYCHLORINATED BIPHENYLS (PCB'S), ASBESTOS, MERCURY, LEAD OR UREA FORMALDEHYDE FOAM

INSULATION.

27. CONTRACTOR AND ITS SUBCONTRACTORS SHALL PROPERLY USE, HANDLE, TRANSPORT AND DISPOSE OF ALL

HAZARDOUS MATERIALS IN COMPLIANCE WITH ALL CURRENT APPLICABLE FEDERAL, STATE, AND LOCAL LAWS, ORDINANCES, RULES, STATUTES, REGULATIONS OR PERMIT CONDITIONS, INCLUDING BUT NOT LIMITED TO, LAWFUL

ORDERS OF ANY QUASI PUBLIC OR OTHER AUTHORITY HAVING JURISDICTION FOR THE SAFETY OF PERSONS OR

PROPERTY OR FOR THE PROTECTION AGAINST INJURY, DAMAGE, OR LOSS TO PERSONNEL, EQUIPMENT OR MATERIALS, OR DESIGNED TO PROTECT THE ENVIRONMENT.

28. CONTRACTOR FURTHER AGREES THAT CONTRACTOR AND ITS SUBCONTRACTORS SHALL NOT CAUSE THE IMPROPER

DISCHARGE, RELEASE OR DISPOSAL OF ANY HAZARDOUS MATERIALS OR SUBSTANCES CREATED BY ITS WORK ON OR

ABOUT THE JOB SITE. IN THE EVENT OF ANY SPILL, RELEASE OR ANY OTHER REPORTABLE OCCURRENCE, CONTRACTOR

SHALL TAKE ALL SUCH ACTIONS AS MAY BE NECESSARY TO MINIMIZE THE DELETERIOUS EFFECTS OF SUCH SPILL ON ANY

PERSON OR PROPERTY, NOTIFY THE APPROPRIATE GOVERNMENTAL AGENCY AND NOTIFY OWNER IN WRITING.

29. CONTRACTOR AND ITS SUBCONTRACTORS SHALL, UPON COMPLETION OF PERFORMANCE OF ALL DUTIES UNDER THIS

PROJECT, REMOVE ALL SUPPLIES, MATERIALS AND WASTE CONTAINING HAZARDOUS MATERIALS FROM THE JOB SITE.

CONTRACTOR SHALL BEAR ALL FINANCIAL RESPONSIBILITY, BETWEEN THE PARTIES OF THE CONTRACT, FOR COMPLIANCE

WITH THE PROVISIONS OF THESE GENERAL NOTES, SPECIFICATIONS OR AGREEMENT BETWEEN OWNER AND

CONTRACTOR.

30. CONTRACTOR AGREES TO INDEMNIFY, DEFEND, PROTECT AND HOLD HARMLESS OWNER FROM AND AGAINST ANY CLAIMS

INCLUDING, WITHOUT LIMITATION, ACTUAL ATTORNEY'S FEES AND ANY COST OF INVESTIGATION, SOIL TESTING, GOVERNMENTAL APPROVALS, REMEDIATION AND CLEANUP ARISING OUT OF OR IN ANY WAY CONNECTED WITH THE

FAILURE OF CONTRACTOR OR ITS SUBCONTRACTORS, OR THEIR AGENTS, EMPLOYEES, OFFICERS OR REPRESENTATIVES, TO COMPLY WITH THE TERMS OF THESE GENERAL NOTES.

31. SHOULD THE CONTRACTOR OR ITS SUBCONTRACTORS DISCHARGE, RELEASE OR DISPOSE OF ANY HAZARDOUS

MATERIALS ON OR ABOUT THE JOB SITE IN VIOLATION OF THESE GENERAL NOTES, SPECIFICATIONS OR AGREEMENT

BETWEEN OWNER AND CONTRACTOR OR IN THE EVENT OF ANY SPILL, RELEASE OR ANY REPORTABLE OCCURRENCES, CONTRACTORS SHALL IMMEDIATELY TAKE SUCH ACTIONS AS MAY BE NECESSARY TO MINIMIZE THE DELETERIOUS

EFFECTS OF SUCH SPILLS ON PERSONS, PROPERTY OR THE ENVIRONMENT, NOTIFY THE APPROPRIATE GOVERNMENTAL

AGENCY AND INFORM THE OWNER IN WRITING.

32. IN THE EVENT CONTRACTOR OR ANY OF ITS SUBCONTRACTORS ENCOUNTER ON THE PREMISES ANY PIPELINE, UNDERGROUND STORAGE TANK OR OTHER CONTAINER OF ANY KIND, THAT MAY CONTAIN A HAZARDOUS MATERIAL, OR

ENCOUNTER ANY MATERIAL REASONABLY BELIEVED TO BE A HAZARDOUS MATERIAL, CONTRACTOR SHALL IMMEDIATELY

STOP WORK IN THE AREA AFFECTED AND REPORT THE CONDITION TO THE OWNER IN WRITING.

33. MENTION OF A MANUFACTURER'S PROPRIETARY PRODUCT ON THESE PLANS IS TO ESTABLISH TYPE AND QUALITY ONLY.

OTHER MANUFACTURER'S PRODUCTS OF SIMILAR QUALITY TYPE AND QUANTITY WILL ALSO BE CONSIDERED.

34. CONTRACTOR SHALL PROVIDE AS BUILT PLANS CERTIFIED BY A FLORIDA LICENSED SURVEYOR.

35. THE CONTRACTOR IS RESPONSIBLE FOR INSPECTING AND ACCEPTING THE EXISTING CONDITIONS OF THE SITE PRIOR TO

BIDDING.

36. EXISTING UNDERGROUND UTILITIES SHOWN ARE BASED ON THE BEST AVAILABLE INFORMATION. THE CONTRACTOR SHALL

ENSURE THAT THE UTILITY SYSTEMS DO NOT CONFLICT WITH THE PROPOSED PROJECT. CONFLICTS SHALL BE REPORTED

TO THE PROJECT MANAGER IMMEDIATELY.

37. THE CONTRACTOR IS RESPONSIBLE FOR THE PROTECTION OF ALL UTILITIES. REMOVAL AND/OR RELOCATION OF EXISTING

UTILITIES IN CONFLICT WITH THE WORK, CONSTRUCTION OF TEMPORARY UTILITIES IN THE EVENT THAT EXISTING UTILITY

SERVICE MUST BE INTERRUPTED AND ANY OTHER CONSTRUCTION RELATED ACTIVITIES THAT MAY AFFECT EXISTING OR

PROPOSED UTILITIES. THE INFORMATION SHOWN ON THESE DRAWINGS CONCERNING TYPE AND LOCATION OF

UNDERGROUND AND OTHER UTILITIES IS BASED ON INFORMATION PROVIDED BY THE UTILITY OWNERS, AVAILABLE

RECORDS, AND SURVEYED FIELD INFORMATION. THE INFORMATION MAY NOT REFLECT ACTUAL CONDITIONS, INCLUDE ALL

UTILITIES IN THE AREA, EITHER IN SERVICE OR ABANDONED, OR SHOW THE UTILITIES IN THE CORRECT HORIZONTAL OR

VERTICAL LOCATIONS. THE CONTRACTOR WILL MAKE HIS OWN DETERMINATION AS TO THE TYPE AND LOCATION OF

UTILITIES AS NECESSARY TO ESTABLISH THEIR LOCATIONS AND AVOID DAMAGE.

38. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ESTABLISHING ALL GRADE STAKES, LINES, AND LEVELS

39. THE CONTRACTOR SHALL SOLID SOD ALL DISTURBED AREAS UNLESS OTHERWISE SPECIFIED OR SHOWN.

40. NO SEPARATE PAYMENT WILL BE MADE FOR DEWATERING. THE COSTS FOR DEWATERING ARE INCLUDED IN THE UNIT

PRICES FOR CONSTRUCTING THIS PROJECT.

41. ALL AREAS, STREETS, DRIVEWAYS, PARKING LOTS, ETC. DISTURBED BY CONSTRUCTION SHALL BE RESTORED BY THE

CONTRACTOR TO THEIR ORIGINAL OR BETTER CONDITION.

42. THE CONTRACTOR WILL HAVE ALL REQUIRED PERMITS IN-HAND PRIOR TO BEGINNING CONSTRUCTION, AND WILL

PERFORM ALL WORK IN ACCORDANCE WITH THE REQUIREMENTS OF THE PERMITS OBTAINED BY THE OWNER AND THOSE

PERMITS OBTAINED BY THE CONTRACTOR.

43. PRIOR TO COMMENCING CONSTRUCTION, THE CONTRACTOR WILL SUBMIT TO THE OWNER'S PROJECT MANAGER A

SCHEDULE OF VALUES, A CONSTRUCTION SCHEDULE, AND A SAFETY PLAN.

44. THE CONSTRUCTION SCHEDULE WILL DESCRIBE IN DETAIL HOW THE CONSTRUCTION IS TO BE PHASED, ESTABLISH START

AND FINISH DATES FOR ALL SIGNIFICANT CONSTRUCTION ACTIVITIES, AND IDENTIFY ALL CONTROLLING ITEMS OF WORK.

THE SCHEDULE IS TO BE APPROVED BY THE OWNER'S PROJECT MANAGER, AND WILL BE UPDATED ON A MONTHLY BASIS

TO REFLECT ACTUAL WORK PROGRESS. PAYMENT FOR PREPARING, UPDATING AND SUBMITTING THE SCHEDULE WILL BE

INCLUDED IN THE PAY ITEM FOR MOBILIZATION OR OTHER PAY ITEMS AS APPROPRIATE.

45. THE CONTRACTOR SHALL SUBMIT AN EROSION CONTROL PLAN FOR APPROVAL BY THE OWNER'S PROJECT MANAGER AND

WILL ADDRESS THE INSTALLATION AND MAINTENANCE OF ALL TEMPORARY AND PERMANENT SEDIMENT AND EROSION

CONTROL DEVICES TO BE USED DURING EACH PHASE OF CONSTRUCTION, INCLUDING TREE REMOVAL, CLEARING AND

GRUBBING, EXCAVATION, HAULING OF EXCAVATED MATERIALS, AND PLACEMENT OF EMBANKMENT AND BACKFILL. THE

PLAN ALSO WILL DETAIL THE EROSION CONTROL MEASURES TO BE EMPLOYED AT ALL STOCKPILE AND CONSTRUCTION

STAGING AREAS AND WILL DEFINE THE MAXIMUM LIMITS OF ALL ACTIVE CONSTRUCTION ZONES.

46. PRIOR TO ANY SCHEDULED INTERRUPTION OF UTILITY SERVICE, THE CONTRACTOR WILL COORDINATE SUCH

INTERRUPTION WITH THE UTILITY PROVIDER AND WILL PROVIDE A MINIMUM 24-HOUR NOTICE TO THE AFFECTED PARTIES.

THE CONTRACTOR WILL NOTIFY THE ELECTRIC UTILITY A MINIMUM OF TWO WEEKS PRIOR TO CONSTRUCTION IN THE

VICINITY OF THEIR FACILITIES.

47. NO TRENCHES WILL BE ALLOWED TO REMAIN OPEN OVERNIGHT.

48. THE CONTRACTOR IS RESPONSIBLE FOR THE PROTECTION OF VEGETATION ON AND ADJACENT TO THE PROJECT SITE, AND WILL BE SOLELY LIABLE FOR DAMAGE TO VEGETATION ON PROPERTIES ADJACENT TO CONSTRUCTION WORK ZONES.

ALL TREES WITHIN THE LIMITS OF CONSTRUCTION ARE TO BE PROTECTED EXCEPT THOSE TREES IDENTIFIED ON THE

PLANS TO BE REMOVED. ALL TREES OUTSIDE THE CONSTRUCTION WORK ZONE ARE TO BE PROTECTED TO THE MAXIMUM

EXTENT PRACTICABLE. TREE BARRICADES WILL BE INSTALLED AND MAINTAINED AROUND ALL TREES TO BE PROTECTED

AS SHOWN ON THE DRAWINGS OR AS DIRECTED BY THE PROJECT MANAGER.

49. THE CONTRACTOR IS RESPONSIBLE TO PLACE AND MAINTAIN ROADSIDE WARNING SIGNS WHEN WORK IS BEING

CONDUCTED IN THE PROPERTY RIGHT OF WAY OR WHEN MACHINERY IS ENTERING AND LEAVING THE PROJECT SITE.

50. THE CONTRACTOR IS RESPONSIBLE FOR DISPOSAL OF EXCAVATED MATERIAL OFF-SITE UNLESS OTHERWISE DIRECTED BY

OWNER.

AutoCAD SHX Text

DRAWING:

AutoCAD SHX Text

DATE:

AutoCAD SHX Text

NO.

AutoCAD SHX Text

DATE

AutoCAD SHX Text

BY

AutoCAD SHX Text

DO NOT SCALE THIS DRAWING - DIMENSIONS AND NOTES TAKE PREFERENCE

AutoCAD SHX Text R E V I S I O N S

AutoCAD SHX Text

DESCRIPTION

AutoCAD SHX Text

DESIGNED BY

AutoCAD SHX Text

DRAWN BY

AutoCAD SHX Text

CHECKED BY

AutoCAD SHX Text

SCALE:

AutoCAD SHX Text

PROJECT NO.:

AutoCAD SHX Text

APPROVED BY

AutoCAD SHX Text

RAJ

AutoCAD SHX Text

RAJ

AutoCAD SHX Text

MZ

AutoCAD SHX Text

BRL

THIS ITEM HAS BEEN DIGITALLY SIGNED AND SEALED BY ENGINEER OF RECORD ON THE DATE NOTED ON THE ELECTRONIC SIGNATURE. PRINTED COPIES OF THIS DOCUMENT ARE NOT CONSIDERED SIGNED AND SEALED AND THE SIGNATURE MUST BE VERIFIED ON ANY ELECTRONIC COPIES

OE

OE

OE

OE

OE

OE

OE

O E

O E

O E

O E

OE

OE

O E

O E

O E

O E

OE

OE

X X

X X

X

DLP 2" PVC

DLP 2" PVC

18"

18"

18"

18"

18"

18"

18"

18"

18"

18" 20"18"22"

22"

F

A

U

C

E

T

20"

17"

17"17"

17" 17"

12"

15"

12" 12"

12"12" 12"24"

20"

18" 10"

10"

10"

10"

10"

T

P

D

25"

25"

PWR SRVC

24"

24"24"24"

24"

SSS STOP

WPB

268.32

PMPST

CO

T

P

D

CP1

SET

8' IRC

"DRMP LB2648"

N:632367.290

E:1453230.365

ELEV:271.64'

CP2

SET

8' IRC

"DRMP LB2648"

N:632038.087

E:1453833.778

ELEV:259.62'

S

L

D

S

D

S

D

S

D

S

D

20.40'

.5

0'

20.40'

.5

0'

20.30'

.2

0'

20.30'

.2

0'

20.20'

.3

0'

59.25'

.2

5'

30.25'

.2

0'

16.10'

18.25'

.2

5' 10 .1

5'

.7

5'

75.75'

6.80'

PO

O

L

DIRT DRIVE

ASPHALT

PARKING

1-

ST

O

RY

BR

IC

K

BU

IL

DI

N G

7.05'

11.25'

.4

5'

.2 0'

33.80'

6" HDPE

INV E:268.40'

INV W:DIR. ONLY

UNKNOWN

SIZE PIPE

X X

S61° 23' 04"E 687.37'(SURVEY BASELINE)

X

SH

ED

SH

ED

SHED

PLANTER

6' WOOD

FENCE

4' WOOD

FENCE

6' WOOD

FENCE

ASPHALT

PARKING

GATE

4' CHAIN

LINK FENCE

267'

268'

269'

270'

1'

271'270'269'268'267'

6'265'

0'

9'

268'

7'

6'

265'

264'

263'

262'

261'

260' 259'

258'

263'

262'

261'

260'

260'

261'

259'

259'

259'

8'

258'

9'

8'

7'

6'

255'

4'

253'

2'

251'

6'

7'

3'

252'

0'

9'

248'

248'

253'

252'

251'

251'

252'

253'

0'

252'

250'

7'

255'

253' 254'

260'

265'

256' 257'

258' 259'

261' 262'

263' 264'

WATER SPIGOTSABOVE GROUND FUEL TANKS

(APPROX. LOCATION)WATER VALVE

COVER WATER SPIGOTS

WATER VALVE COVERS

LARGE SPOIL PILE

UNITI FIBER OPTIC

CABLE PULL BOX

(APPROX. LOCATION)

03/2023

19-0328.010

State of Florida # 78674

BENJAMIN R. LENNON, P.E.

W

AL

TO

N

C O

U N

TY

, F

LO

RI

DA

EA

G

LE

S

PR

IN

G S

G O

LF

C

O U

RS

E

M

AI

N

TE

N

AN

CE

F

AC

IL

IT

Y

LI

VE

O

AK

A

VE

N U

E

EX

TE

N

SI

O

N D R M P

C e r t i f i c a

A u t h o r i z a t i o n

N o r e e t

S u i

B o t o n

F

L

P h o n e

F a x

W D

R M

P C

O M

E N

G I N

E E

U R

V E

Y O

L A

N N

E

C I E

N T

I S

T S

DRMP, Inc.

AS SHOWN

GRAPHIC SCALE

0 60 90 120

SCALE: 1" = 60'

E X

I S

T I N

G

C

O N

D I T

I O

N S

C3

LEGEND:

CP CONTROL POINT(#)

LB LICENSED BUSINESS

ELEV. ELEVATION

BLDG BUILDING

INV INVERT

HDPE HIGH DENSITY POLYETHYLENE PIPE

PVC POLYVINYL CHLORIDE

IRC IRON ROD & CAP

XX

OE

CO

WIRE PULL BOX

ELECTRIC SERVICE

ELECTRIC METER

SEWER CLEAN OUT

WATER VALVE COVER

WATER VALVE

PVC DELINEATOR POST

POWER POLE W/LIGHT

POWER POLE

TELEPHONE PEDESTAL

FAUCET

EX. FENCE

EX. OVERHEAD ELECTRIC

EX. WATER MAIN

EX. GAS MAIN

EX. SEWER

OE

DRMP SURVEYOR'S NOTES:

1) This Topographic Survey was performed to facilitate the design and engineering of improvements to the project site.

THIS IS NOT A BOUNDARY SURVEY AND SHOULD NOT BE RELIED UPON AS SUCH.

2) Coordinates shown are referenced to the North American Datum of 1983/Adjustment of 2011 (NAD83/11), based upon a GPS measurement from FPRN station Ponce De Leon(FLPD). Coordinates are projected in the Florida State Plane Coordinate System, North Zone, 0903, and displayed in U.S. Survey Feet.

3) Bearings shown hereon are referenced to the grid bearing calculated between established site control points CP1 and CP2, being South 61°23'04" East

4) Elevations shown hereon are referenced to the North American Vertical Datum of 1988(NAVD88), and are displayed in U.S. Survey Feet, based on the following published benchmarks:

60-08-C01V - Published Elevation: 264.42'

5) Date of last field survey: JANUARY 18, 2022.

6) No underground installations or improvements, including, but not limited to, buried cables, sub-surface utilities, foundations/footers, or burial sites were located except as shown.

OAK TREE

PINE TREE

CONCRETE SURFACEASPHALT SURFACE

WLWL

GASGAS

SWRSWR

AutoCAD SHX Text

LIVE OAK AVENUE W

AutoCAD SHX Text

W B HARBESON LUMBER COMPANY RAILROAD (100' RIGHT-OF-WAY)

AutoCAD SHX Text

INV=247.24'

AutoCAD SHX Text

INV=247.43'

AutoCAD SHX Text

INV=247.14'

AutoCAD SHX Text

INV=247.53'

AutoCAD SHX Text

INV=247.14'

AutoCAD SHX Text

INV=247.58'

AutoCAD SHX Text

PAVED CART PATH'

AutoCAD SHX Text

10'GRAVEL ROAD

AutoCAD SHX Text

(30' CMP)

AutoCAD SHX Text

(18' CMP)

AutoCAD SHX Text

26TH STREET

AutoCAD SHX Text

20' EASEMENT

AutoCAD SHX Text

CSX RAILROAD (100' RIGHT-OF-WAY)

AutoCAD SHX Text

PROPERTY BOUNDARY

AutoCAD SHX Text

DRAWING:

AutoCAD SHX Text

DATE:

AutoCAD SHX Text

NO.

AutoCAD SHX Text

DATE

AutoCAD SHX Text

BY

AutoCAD SHX Text

DO NOT SCALE THIS DRAWING - DIMENSIONS AND NOTES TAKE PREFERENCE

AutoCAD SHX Text R E V I S I O N S

AutoCAD SHX Text

DESCRIPTION

AutoCAD SHX Text

DESIGNED BY

AutoCAD SHX Text

DRAWN BY

AutoCAD SHX Text

CHECKED BY

AutoCAD SHX Text

SCALE:

AutoCAD SHX Text

PROJECT NO.:

AutoCAD SHX Text

APPROVED BY

AutoCAD SHX Text

RAJ

AutoCAD SHX Text

RAJ

AutoCAD SHX Text

MZ

AutoCAD SHX Text

BRL

AutoCAD SHX Text THIS ITEM HAS BEEN DIGITALLY SIGNED AND SEALED BY ENGINEER OF RECORD ON THE DATE NOTED ON THE ELECTRONIC SIGNATURE. PRINTED COPIES OF THIS DOCUMENT ARE NOT CONSIDERED SIGNED AND SEALED AND THE SIGNATURE MUST BE VERIFIED ON ANY ELECTRONIC COPIES

AutoCAD SHX Text

VCW

AutoCAD SHX Text E

WV

OE

OE

OE

OEO

E

O E

O E

OE

OE

OE

O E

O E

OE

OE

X X

X

X

DLP 2" PVC

DLP 2" PVC

18"

18"

18"

18"

18"

18"

18"

18"

18"

18" 20"18"22"

22"

F

A

U

C

E

T

20"

17"

17"17"

17" 17"

12"

15"

12" 12"

12"12" 12"24"

20"

18" 10"

10"

10"

10"

10"

T

P

D

25"

25"

PWR SRVC

24"

24"24"24"

24"

SSS STOP

WPB

268.32

PMPST

CO

T

P

D

CP1

SET

8' IRC

"DRMP LB2648"

N:632367.290

E:1453230.365

ELEV:271.64'

CP2

SET

8' IRC

"DRMP LB2648"

N:632038.087

E:1453833.778

ELEV:259.62'

S

D

S

D

S

D

S

D

S

D

6.80' 7.05'

6" HDPE

INV E:268.40'

INV W:DIR. ONLY

UNKNOWN

SIZE PIPE

S61° 23' 04"E 687.37'

PLANTER

6' WOOD

FENCE

4' WOOD

FENCE

6' WOOD

FENCE

GATE

4' CHAIN

LINK FENCE

267'

268'

269'

270'

1'

271'270'269'268'267'

6'265'

0'

9'

268'

7'

6'

265'

264'

263'

262'

261'

260' 259'

258'

263'

262'

261'

260'

260'

261'

259'

259'

259'

8'

258'

9'

8'

7'

6'

255'

4'

253'

2'

251'

6'

7'

3'

252'

0'

9'

248'

248'

253'

252'

251'

251'

252'

253'

0'

252'

250'

7'

255'

253' 254'

260'

265'

256' 257'

258' 259'

261' 262'

263' 264'

WATER SPIGOTSABOVE GROUND FUEL TANKS

(APPROX. LOCATION)WATER VALVE

COVER WATER SPIGOTS

WATER VALVE COVERS

LARGE SPOIL PILE

UNITI FIBER OPTIC

CABLE PULL BOX

(APPROX. LOCATION)

L

O

C

L O

C

L O

C

L O

C

L

O

C

L

O

C

L

O

C

L

O

C

L

O

C

L O

C

L O

C

L O

C

L O

C

L

O

C

L

O

C

L

O

C

L

O

C

L

O

C

L O

C

L O

C

L O

C

L

O

C

LOC LOC LOC LOC LOC LOC LOC LOC LOC

L

O

C

L

O

C

L

O

C

L

O

C

L O

C

L O

C

L O

C

LOC

LOC

LOC

LOC

LOC

L

O

C

L

O

C

L

O

C

L O

C

L

O

C

L

O

C

L O

C

L

O

C

L O

C

L

O

C

L

O

C

L

O

C

L

O

C

L

O

C

L

O

C

L

O

C

L

O

C

L

O

C

L O

C

L

O

C

L

O

C

L O

C

L O

C

L O

C

L O

C

L O

C

L O

C

L

O

C

L

O

C

L O

C

L

O

C

LOC

LOC

LOC

L

O

C

L

O

C

LOC

L

O

C

L

O

C

L

O

C

L

O

C

L

O

C

L

O

C

L

O

C

L

O

C

L O

C

L

O

C

L

O

C

L

O

C

L

O

C

L

O

C

LOC

L O

C

L

O

C

L

O

C

LOCLOC

LOC

LOC

L

O

C

LOC

L

O

C

L

O

C

L O

C

L O

C

L O

C

L

O

C

L

O

C

L

O

C

L

O

C

L O

C

L O

C

L O

C

L O

C

L O

C

LOC

L O

C

L O

C L O

C

LOCLOCLOCLOCLOCLOCLOCLOCLOC

DEMO AND REMOVE

±661 SF OF CONCRETE

S

F

S

F

S F

S F

S F

S F

SF

SF

SF

SF

SF

SF

SF

S

F

S

F

SF

S

F

S

F

S

F

S

F

S

F

S

F

S

F

S

F

REMOVE (2) 30" CMP PIPE

EXISTING

18" CMP TO

REMAIN

DEMO AND REMOVE

±1,033 SF OF CART PATH

(CONTINUED)

DEMO AND REMOVE

±1033 SF OF CART PATH

CONST. CONSTRUCTION

ENTRANCE PER DETAIL,

SHEET C14

DEMO AND REMOVE

±4,223 SF OF GRAVEL ROAD

REMOVE GATE

REMOVE

REMOVE

REMOVETO BE RELOCATED,

CONTRACTOR SHALL

COORDINATE WITH

COUNTY STAFF FOR

RELOCATION AREA

TO REMAIN

SAW CUT EDGES

CUT AND PATCH ±80 SF

OF ASPHALT

(SEE DETAIL, SHEET C14)

S

F

S

F

S

F

S

F

S

F

S

F

S

F

S

F

S

F

S

F

S

F

S

F

S

F

S

F

S

F

S

F

S F

S

F

S

F

TREE REMOVALS

SAW CUT EDGES

CUT AND PATCH ±86 SF

OF ASPHALT

(SEE DETAIL, SHEET C14)

LEGEND

TREE REMOVAL

SILT FENCESF

LIMITS OF CONSTRUCTION

(3.59 AC)

LOC

NOTES:

1. PROTECT ALL UTILITIES TO REMAIN

2. CONTRACTOR SHALL CONTACT 811 FOR UTILITY

LOCATES PRIOR TO BEGINNING WORK

03/2023

19-0328.010

State of Florida # 78674

BENJAMIN R. LENNON, P.E.

W

AL

TO

N

C O

U N

TY

, F

LO

RI

DA

EA

G

LE

S

PR

IN

G S

G O

LF

C

O U

RS

E

M

AI

N

TE

N

AN

CE

F

AC

IL

IT

Y

LI

VE

O

AK

A

VE

N U

E

EX

TE

N

SI

O

N D R M P

C e r t i f i c a

A u t h o r i z a t i o n

N o r e e t

S u i

B o t o n

F

L

P h o n e

F a x

W D

R M

P C

O M

E N

G I N

E E

U R

V E

Y O

L A

N N

E

C I E

N T

I S

T S

DRMP, Inc.

AS SHOWN

D E

M O

L I T

I O

N

A

N D

E R

O S

I O

N

C

O N

T R

O L

P L A

N

C4

GRAPHIC SCALE

0 60 90 120

SCALE: 1" = 60'

EROSION CONTROL NOTES

1. CONTRACTOR IS REQUIRED TO OBTAIN NPDES PERMIT OR EXEMPTION CERTIFICATION FOR THE

CONSTRUCTION.

2. THE STORM WATER POLLUTION PREVENTION PLAN ("SWPPP") IS COMPRISED OF THIS EROSION

CONTROL PLAN, THE STANDARD DETAILS, AND ALL SUBSEQUENT REPORTS AND RELATED

DOCUMENTS PROVIDED BY THE CONTRACTOR.

3. ALL CONTRACTORS AND SUBCONTRACTORS INVOLVED WITH STORM WATER POLLUTION

PREVENTION SHALL OBTAIN A COPY OF THE STORM WATER POLLUTION PREVENTION PLAN AND

THE STATE OF FLORIDA NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM GENERAL

PERMIT (NPDES PERMIT) AND BECOME FAMILIAR WITH THEIR CONTENTS.

4. THE CONTRACTOR SHALL IMPLEMENT BEST MANAGEMENT PRACTICES AS REQUIRED BY THE

SWPPP. ADDITIONAL BEST MANAGEMENT PRACTICES SHALL BE IMPLEMENTED AS DICTATED BY

CONDITIONS AT NO ADDITIONAL COST TO THE OWNER THROUGHOUT ALL PHASES OF

CONSTRUCTION.

5. BEST MANAGEMENT PRACTICES (BMP'S) AND CONTROLS SHALL CONFORM TO FEDERAL, STATE, OR LOCAL REQUIREMENTS OR MANUAL OF PRACTICE, AS APPLICABLE. THE CONTRACTOR SHALL

IMPLEMENT ADDITIONAL CONTROLS AS DIRECTED BY THE PERMITTING AGENCY OR OWNER.OR

SHALL MINIMIZE CLEARING TO THE MAXIMUM EXTENT PRACTICAL OR AS REQUIRED BY THE

GENERAL PERMIT.

8. SUFFICIENT OIL AND GREASE ABSORBING MATERIALS AND FLOTATION BOOMS SHALL BE

MAINTAINED ON SITE OR READILY AVAILABLE TO CONTAIN AND CLEAN-UP FUEL OR CHEMICAL

SPILLS AND LEAKS.

9. THE CONTRACTOR SHALL BE RESPONSIBLE FOR DUST CONTROL ON SITE. THE USE OF MOTOR

OILS AND OTHER PETROLEUM BASED OR TOXIC LIQUIDS FOR DUST SUPPRESSION OPERATIONS

IS PROHIBITED.

10. RUBBISH, TRASH, GARBAGE, LITTER, OR OTHER SUCH MATERIALS SHALL BE DEPOSITED INTO

SEALED CONTAINERS. MATERIALS SHALL BE PREVENTED FROM LEAVING THE PREMISES

THROUGH THE ACTION OF WIND OR STORM WATER DISCHARGE INTO DRAINAGE DITCHES OR

WATERS OF THE STATE.

11. ALL STORM WATER POLLUTION PREVENTION MEASURES SHALL BE INSTALLED PRIOR TO

COMMENCEMENT OF ANY PROPOSED IMPROVEMENT WORK.

12. STABILIZATION PRACTICES SHOULD BE INITIATED AS SOON AS PRACTICAL, BUT IN NO CASE

MORE THAN 7 DAYS WHERE CONSTRUCTION HAS TEMPORARILY OR PERMANENTLY CEASED.

13. DISTURBED PORTIONS OF THE SITE WHERE CONSTRUCTION ACTIVITY HAS PERMANENTLY

STOPPED SHALL BE PERMANENTLY STABILIZED. THESE AREAS SHALL BE STABILIZED NO LATER

THAN 7 DAYS AFTER THE LAST CONSTRUCTION ACTIVITY OCCURRED.

14. ALL MATERIALS SPILLED, DROPPED, WASHED, OR TRACKED FROM VEHICLES ONTO ROADWAYS

OR INTO STORM DRAINS MUST BE REMOVED AS SOON AS POSSIBLE.

15. THE CONTRACTOR SHALL BE RESPONSIBLE FOR REMOVING SEDIMENT IN ANY EXISTING STORM

PIPES OR STORM STRUCTURES THAT REMAIN.

19. DUE TO GRADE CHANGES DURING THE DEVELOPMENT OF THE PROJECT, THE CONTRACTOR

SHALL BE RESPONSIBLE FOR ADJUSTING THE EROSION CONTROL MEASURES (SILT FENCES,

ETC.) TO PREVENT EROSION.

20. ALL CONSTRUCTION SHALL BE STABILIZED AT THE END OF EACH WORKING DAY, THIS INCLUDES

BACK FILLING OF TRENCHES FOR PLACEMENT OF GRAVEL OR BITUMINOUS PAVING FOR ROAD

CONSTRUCTION.

21. THE CONTRACTOR IS RESPONSIBLE FOR PREPARING THE FINAL POLLUTION PREVENTION PLAN.

THE PLAN SHALL BE SUBMITTED TO THE OWNER AND ENGINEER WHICH DEMONSTRATES THE

MECHANISMS AND PRACTICES THAT WILL BE EMPLOYED TO PROTECT THE CONSTRUCTION SITE

AND SURROUNDING AREA DURING CONSTRUCTION. THE PLAN SHALL BE CONSISTENT WITH

FEDERAL NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM (NPDES REQUIREMENTS

PERTAINING TO POLLUTION PREVENTION PLANS. THE PLAN SHALL INCLUDE, BUT NOT BE LIMITED

TO, THE LOCATIONS OF SILT BARRIERS, TURBIDITY SCREENS OR TEMPORARY SHEETING,

EMERGENCY RESPONSE PRACTICES, AND OTHER METHODS TO PREVENT POLLUTION.

REFUELING OR STORAGE OF VEHICLES OR EQUIPMENT THAT UTILIZE PETROLEUM BASED

PRODUCTS SHALL BE PROHIBITED ANYWHERE WITHIN 50 FEET OF A WATER'S EDGE. THE PLAN

SHALL BE SUBMITTED TO THE OWNER AFTER NOTICE OF AWARD AND PRIOR TO NOTICE TO

PROCEED. AFTER REVIEW BY OWNER THE PLAN SHALL BE FILED WITH ALL APPLICABLE

REGULATORY AGENCIES BY THE CONTRACTOR. REFER TO FURTHER NOTES AND DETAILS

WITHIN THESE DOCUMENTS.

22. SILT FENCE IS REQUIRED WITHIN THE PROJECT LIMITS AT THE LIMITS OF CONSTRUCTION AND

ANYWHERE ADDITIONAL AT THE CONTRACTOR'S DISCRETION. LIMITS OF CONSTRUCTION SHOWN

ARE DIAGRAMMATIC. CONTRACTOR TO PROVIDE PLAN FOR SHOP DRAWING REVIEW.

23. CONTRACTOR IS RESPONSIBLE FOR ALL REQUIRED DOCUMENTATION FOR NPDES MONITORING

IN ACCORDANCE WITH FDEP REQUIREMENTS.

24. ALL MEASURES STATED ON THE EROSION AND SEDIMENT CONTROL PLAN, AND IN THE STORM

WATER POLLUTION PREVENTION PLAN, SHALL BE MAINTAINED IN FULLY FUNCTIONAL CONDITION

UNTIL NO LONGER REQUIRED FOR A COMPLETED PHASE OF WORK OR FINAL STABILIZATION OF

THE SITE. ALL EROSION AND SEDIMENTATION CONTROL MEASURES SHALL BE CHECKED BY A

QUALIFIED PERSON AT LEAST ONCE EVERY SEVEN CALENDAR DAYS AND

25. WITHIN 24 HOURS OF THE END OF A 0.5" RAINFALL EVENT, AND CLEANED AND REPAIRED.

26. ALL EROSION AND SEDIMENTATION CONTROLS SHALL BE INSTALLED PRIOR TO ANY LAND

DISTURBING ACTIVITIES.

27. ALL EROSION AND SEDIMENTATION CONTROLS SHALL BE INSPECTED DAILY AND REPAIRS MADE

AS NECESSARY TO ENSURE THE PROPER AND CONTINUED FUNCTION OF THE CONTROL(S).

28. ALL EROSION AND SEDIMENTATION CONTROL SHALL REMAIN IN PLACE UNTIL A PERMANENT

VEGETATIVE COVER HAS BEEN ESTABLISHED.

29. UNDER NO CIRCUMSTANCES SHALL SEDIMENTS BE PERMITTED TO EXIT THE PROJECT LIMITS, INCLUDING TRACKING BY VEHICLES ONTO PAVED ROADWAYS. THE CONTRACTOR SHALL MAKE

IMMEDIATE REPAIRS OR ENHANCEMENTS TO ANY EROSION CONTROL SYSTEM THAT ALLOWS

THE RELEASE OF SEDIMENTS.

NOTE:

REMOVE AND CAP ANY WATER LINE IMPACTED BY

GRADING OR CONSTRUCTION IN THIS AREA.

AutoCAD SHX Text

LIVE OAK AVENUE W

AutoCAD SHX Text

W B HARBESON LUMBER COMPANY RAILROAD (100' RIGHT-OF-WAY)

AutoCAD SHX Text

INV=247.24'

AutoCAD SHX Text

INV=247.43'

AutoCAD SHX Text

INV=247.14'

AutoCAD SHX Text

INV=247.53'

AutoCAD SHX Text

INV=247.14'

AutoCAD SHX Text

INV=247.58'

AutoCAD SHX Text

PAVED CART PATH'

AutoCAD SHX Text

10'GRAVEL ROAD

AutoCAD SHX Text

(30' CMP)

AutoCAD SHX Text

(18' CMP)

AutoCAD SHX Text

26TH STREET

AutoCAD SHX Text

20' EASEMENT

AutoCAD SHX Text

CSX RAILROAD (100' RIGHT-OF-WAY)

AutoCAD SHX Text

PROPERTY BOUNDARY

AutoCAD SHX Text

DRAWING:

AutoCAD SHX Text

DATE:

AutoCAD SHX Text

NO.

AutoCAD SHX Text

DATE

AutoCAD SHX Text

BY

AutoCAD SHX Text

DO NOT SCALE THIS DRAWING - DIMENSIONS AND NOTES TAKE PREFERENCE

AutoCAD SHX Text R E V I S I O N S

AutoCAD SHX Text

DESCRIPTION

AutoCAD SHX Text

DESIGNED BY

AutoCAD SHX Text

DRAWN BY

AutoCAD SHX Text

CHECKED BY

AutoCAD SHX Text

SCALE:

AutoCAD SHX Text

PROJECT NO.:

AutoCAD SHX Text

APPROVED BY

AutoCAD SHX Text

RAJ

AutoCAD SHX Text

RAJ

AutoCAD SHX Text

MZ

AutoCAD SHX Text

BRL

THIS ITEM HAS BEEN DIGITALLY SIGNED AND SEALED BY ENGINEER OF RECORD ON THE DATE NOTED ON THE ELECTRONIC SIGNATURE. PRINTED COPIES OF THIS DOCUMENT ARE NOT CONSIDERED SIGNED AND SEALED AND THE SIGNATURE MUST BE VERIFIED ON ANY ELECTRONIC COPIES

M

ET

ER

BF

P

OE

OE

OE

OE

OE

OE

O E

O E

O E

OE

OE

OE

O E

O E

OE

OE

X X

X

X

PWR SRVC

SSS STOP

PMPST

CO

X X

X

PROPOSED

BUILDING

F.F.E. 262.20

PROP. DRY

RETENTION BASIN

6' SIDEWALK,

SHEET C14

EXISTING BUILDING

("LEAN-TO" STUCTURES)

10'

EASEMENT

SWALE A CENTERLINE

SWALE CL

SAWCUT AND TIE TO EX. PAVEMENT

PARCEL #

27-3N-19-19000-015-0000

ITS WRIGHT LLC

USE: VACANT RESIDENTIAL

PARCEL #

27-3N-19-19000-026-0000

COMMUNITY HOLINESS CHURCH

USE: VACANT RESIDENTIAL

PARCEL #

27-3N-19-19000-010-0000

SCHRENKERS INC

USE: COMMERCIAL

PARCEL #

27-3N-19-19000-010-0020

PEDRO'S CANTINA & GRILL LLC

USE: COMMERCIAL

RESTAURANT/CAFE

PARCEL #

27-3N-19-19000-028-0000

ARMBRUSTER EDWARD D LIVING

TRUST

USE: STORE/OFFICE

PARCEL #

27-3N-19-19000-009-0001

EPPERSON PATRICIA

USE: VACANT

PARCEL #

27-3N-19-19000-006-0000

CAMP CREEK INVESTMENTS LLC

USE: OFFICE BUILDINGS

CONST. 8' WIDE PATH.

CONTRACTOR SHALL MATCH

EXISTING PATH MATERIAL

AND THICKNESS.

INSTALL WHITE

DIRECTIONAL ARROW (TYP.)

2 3 4 5 6 7 8 9 10

H1

16 17 18 19 20 21 22 23 241514

PROPOSED LIFT

STATION

SEE TYPICAL SECTION SHEET C14

S61° 23' 04.26"E 41.00

N4 5°

6'

5.

"E

3.

S53° 08' 22.10"E 316.84

INSTALL (2) "DO NOT ENTER" SIGNS

PROPOSED STOP SIGN

WITH STOP BAR

R3' R115'

R3'

R20'

R100' R250'

R262' R3' R20'

R3'

R20'

R100'

R120'

R262'

R250'

R3'

R20' R3'

R25' R3'

R20'

R3'

R3'

R20'

R25'

R25'

R20'

R20'

30'

120'

12'

60'

44'

34'

18'

10'

80'

18'

68' 43'

44'

10' 10'

10' 10'

EX. 20' EASEMENT

CSX ROW LIMITS

24'

12'

SWALE CENTERLINE

PARKING STOP DETAIL,

SHEET C14

(1) 12'x18' ADA STALL

SEE DETAIL SHEET FOR

HANDICAP STRIPING, SIGN, AND

SYMBOL DETAILS, SHEET C14

(24) 10'x18' PARKING STALLS

9+98

10+00

CURVE DATA -

PI STA.= 11+20.66

DELTA= 073.1806

D= 052°05'13" T= 131.14 L= 140.50 R= 110.00

PC STA.= 10+39.00

PT STA.= 11+79.50

CURVE DATA -

PI STA.= 16+17.44

DELTA= 081.4256

D= 052°05'13" T= 143.50 L= 156.33 R= 110.00

PC STA.= 15+22.78

PT STA.= 16+79.11

LEGEND

NEW ASPHALT

NEW CONCRETE

NEW LANDSCAPE AREA

LEGEND

NEW ASPHALT

NEW CONCRETE

NEW LANDSCAPE AREA

© 2022 Microsoft Corporation © 2022 Maxar ©CNES (2022) Distribution Airbus DS

GRAPHIC SCALE

0 60 90 120

SCALE: 1" = 60'

US HIGHWAY 90 W

PROJECT

LOCATION

LIVE OAK AVE W

S I T

E

A

D

C

R

C U

L A

T I O

N

P L A

N

C5

VICINITY MAP

03/2023

19-0328.010

State of Florida # 78674

BENJAMIN R. LENNON, P.E.

W

AL

TO

N

C O

U N

TY

, F

LO

RI

DA

EA

G

LE

S

PR

IN

G S

G O

LF

C

O U

RS

E

M

AI

N

TE

N

AN

CE

F

AC

IL

IT

Y

LI

VE

O

AK

A

VE

N U

E

EX

TE

N

SI

O

N D R M P

C e r t i f i c a

A u t h o r i z a t i o n

N o r e e t

S u i

B o t o n

F

L

P h o n e

F a x

W D

R M

P C

O M

E N

G I N

E E

U R

V E

Y O

L A

N N

E

C I E

N T

I S

T S

DRMP, Inc.

AS SHOWN

AutoCAD SHX Text

LIVE OAK AVENUE W

AutoCAD SHX Text

W B HARBESON LUMBER COMPANY RAILROAD (100' RIGHT-OF-WAY)

AutoCAD SHX Text

INV=247.24'

AutoCAD SHX Text

INV=247.43'

AutoCAD SHX Text

(18' CMP)

AutoCAD SHX Text

26TH STREET

AutoCAD SHX Text

20' EASEMENT

AutoCAD SHX Text

CSX RAILROAD (100' RIGHT-OF-WAY)

AutoCAD SHX Text

PROPERTY BOUNDARY

AutoCAD SHX Text

DRAWING:

AutoCAD SHX Text

DATE:

AutoCAD SHX Text

NO.

AutoCAD SHX Text

DATE

AutoCAD SHX Text

BY

AutoCAD SHX Text

DO NOT SCALE THIS DRAWING - DIMENSIONS AND NOTES TAKE PREFERENCE

AutoCAD SHX Text R E V I S I O N S

AutoCAD SHX Text

DESCRIPTION

AutoCAD SHX Text

DESIGNED BY

AutoCAD SHX Text

DRAWN BY

AutoCAD SHX Text

CHECKED BY

AutoCAD SHX Text

SCALE:

AutoCAD SHX Text

PROJECT NO.:

AutoCAD SHX Text

APPROVED BY

AutoCAD SHX Text

RAJ

AutoCAD SHX Text

RAJ

AutoCAD SHX Text

MZ

AutoCAD SHX Text

BRL

THIS ITEM HAS BEEN DIGITALLY SIGNED AND SEALED BY ENGINEER OF RECORD ON THE DATE NOTED ON THE ELECTRONIC SIGNATURE. PRINTED COPIES OF THIS DOCUMENT ARE NOT CONSIDERED SIGNED AND SEALED AND THE SIGNATURE MUST BE VERIFIED ON ANY ELECTRONIC COPIES

OE

OE

OE

OE

O E

O E

O E

OE

OE

OE

O E

O E

OE

OE

X X

X

X

DLP 2" PVC

DLP 2" PVC

T

P

D

PWR SRVC

SSS STOP

WPB

268.32

PMPST

CO

T

P

D

X X

S61° 23' 04"E 687.37'

X

267'

268'

269'

270'

1'

271'270'269'268'267'

6'265'

0'

9'

268'

7'

6'

265'

264'

263'

262'

261'

260' 259'

258'

263'

262'

261'

260'

260'

261'

259'

259'

259'

8'

258'

9'

8'

7'

6'

255'

4'

253'

2'

251'

6'

7'

3'

252'

0'

9'

248'

248'

253'

252'

251'

251'

252'

253'

0'

252'

250'

7'

255'

253' 254'

260'

265'

256' 257'

258' 259'

261' 262'

263' 264'

W

M

W

M

W

M

W

M

W

M

W

M

W

M

WM

M

ET

ER

BF

P

19+95.95

9+98

10+00

11+00

+0

+0

+0

+0

16+00

17+00

18+00

19+00

TIE TO EXISTING GRADE

CONST. RIPRAP

SEE NOTES

269.10

269.00

268.53

268.27

267.66

267.61

266.45

266.53

265.67

266.00

259.00264.50 260.00

8 26

7 266 265 264 263

260 261262261265 262263264

259260261

261 260259 258

254 253

247247 248249 251 252

250248249

248.99 246.61

253252251250 249248

PROPOSED

BUILDING

F.F.E. 262.20

20' EASEMENT

10'

5' 25 5 25

6 25 7 25

8 25

255256257258259

EX. 251.35

EX. 250.67

EX. 250.31

255 256 257

S-100

FDOT INDEX 425-053 - DBI - TYPE F

TOP: 261.30'

DEPTH: 2.50'

NE INV. EL. 258.80 (18")

S-101

FDOT INDEX 425-053 - DBI - TYPE F

TOP: 261.30'

DEPTH: 2.70'

SW INV. EL. 258.60 (18")

SE INV. EL. 258.60 (18")

S-104

FDOT INDEX 425-053 - DBI - TYPE F

TOP: 261.30'

DEPTH: 4.86'

SW INV. EL. 256.44 (18")

NE INV. EL. 256.44 (18")

S-105

FDOT INDEX 425-053 - DBI - TYPE F

TOP: 261.30'

DEPTH: 5.05'

NW INV. EL. 258.29 (18")

SW INV. EL. 256.25 (18")

E INV. EL. 256.25 (18")

S-102

FDOT INDEX 425-053 - DBI - TYPE F

TOP: 261.30'

DEPTH: 2.88'

NW INV. EL. 258.42 (18")

SE INV. EL. 258.42 (18")

S-103

FDOT INDEX 425-053 - DBI - TYPE F

TOP: 259.00'

DEPTH: 2.50'

NE INV. EL. 256.50 (18")

S-200

FDOT INDEX 425-053 - DBI - TYPE F

W/SLOT ON NE & SW INV. 257.84

TOP: 258.42'

DEPTH: 3.00'

NW INV. EL. 255.42 (18")

S-201

FDOT INDEX 425-053 - DBI - TYPE F

W/SLOT ON NE & SW INV. 257.58

TOP: 258.16'

DEPTH: 2.98'

SE INV. EL. 255.18 (18")

NW INV. EL. 255.18 (18")

S-105OF

FDOT INDEX 430-021 - MES 1:4

INV. EL. 255.00 (W)

S-201OF

FDOT INDEX 430-021 - MES 1:4

INV. EL. 255.00 (SE)

S-300

CONST, DOUBLE 30" PIPE MES 1:4

PER FDOT INDEX 430-021

INV. EL. 247.10 (NE)

S-301

CONST. DOUBLE 30" PIPE MES 1:2

PER FDOT INDEX 430-021

INV. EL. 247.00 (SW)

CONST. 124 LF OF 18" RCP @ 0.16%

CONST. 113 LF OF 18" RCP @ 0.16%

CONST. 84 LF OF 18" CONCRETE PIPE @ 0.15%

CONST. 67 LF OF 18" RCP @ 1.81%

CONST. 33 LF OF 18" RCP @ 0.16%

CONST. 118 LF OF 18" RCP @ 0.16%

CONST. 46 LF OF 30" CONCRETE PIPE @ 0.22%

CONST. 46 LF OF 30" CONCRETE PIPE @ 0.22%

CONST. 48 LF OF 18" RCP @ 0.48%

CONST. 30 LF OF 18" RCP @ 0.55%

SWALE A CENTERLINE

CONTRACTOR SHALL PROTECT

EXISTING WATER, SEWER, AND GAS

LINES DURING CONSTRUCTION

PROTECT EXISTING SEWER

DURING CONSTRUCTION

5'50'

LEGEND

NEW ASPHALT

DLP 2" PVC

DLP 2" PVC

18"

18"

18" 18"

20" 18"

22"

F

A

U

C

E

T

S

D

261'

260'

259'

258'

263'

262'

261'

260'

W

M

WM WM WM WM

W

M

262.99

263.34

262.00

261.80

261.80

262.00

262.00

262.00 262.00

262.00

262.00

262.00

261.84

261.84

261.94

261.73

261.84

261.79

261.78 261.95

261.95

262.10

262.10

262.00

262.00

262.12

262.00

261.30

261.30

261.30

261.30 261.30

259.00

261.73

261.74

262.10

262.10

262.10

262.12 262.10

262.00

262.00

261.87

261.93

260.00

261262

261262

260261

261 260

GRAPHIC SCALE

0 60 90 120

SCALE: 1" = 60'

NOTE:

1. THE RIPRAP SHALL BE COMPOSED OF A WELL-GRADDED MIXTURE

DOWN TO THE ONE-INCH SIZE PARTICLE SUCH THAT 50% OF THE

MIXTURE BY WEIGHT SHALL BE LARGER THAT THE d50 SIZE.

2. d50 SIZE = 6"

3. MAXIMUM STONE SIZE SHALL BE 1.5 d50 SIZE

4. CONTRACTOR SHALL DIRECT ALL ROOF DRAINAGE/DOWNSPOUTS

TO RETENTION FACILITY.

5. ALL SLOPES GREATER THAN 1:4 SHALL BE SODDED.

03/2023

19-0328.010

State of Florida # 78674

BENJAMIN R. LENNON, P.E.

W

AL

TO

N

C O

U N

TY

, F

LO

RI

DA

EA

G

LE

S

PR

IN

G S

G O

LF

C

O U

RS

E

M

AI

N

TE

N

AN

CE

F

AC

IL

IT

Y

LI

VE

O

AK

A

VE

N U

E

EX

TE

N

SI

O

N D R M P

C e r t i f i c a

A u t h o r i z a t i o n

N o r e e t

S u i

B o t o n

F

L

P h o n e

F a x

W D

R M

P C

O M

E N

G I N

E E

U R

V E

Y O

L A

N N

E

C I E

N T

I S

T S

DRMP, Inc.

AS SHOWN

G R

A D

I N

G

P

L A

N

C6

GRAPHIC SCALE

0 20 30 40

SCALE: 1" = 20'

AutoCAD SHX Text

LIVE OAK AVENUE W

AutoCAD SHX Text

W B HARBESON LUMBER COMPANY RAILROAD (100' RIGHT-OF-WAY)

AutoCAD SHX Text

INV=247.24'

AutoCAD SHX Text

INV=247.43'

AutoCAD SHX Text

(18' CMP)

AutoCAD SHX Text

26TH STREET

AutoCAD SHX Text

20' EASEMENT

AutoCAD SHX Text

CSX RAILROAD (100' RIGHT-OF-WAY)

AutoCAD SHX Text

PROPERTY BOUNDARY

AutoCAD SHX Text

DRAWING:

AutoCAD SHX Text

DATE:

AutoCAD SHX Text

NO.

AutoCAD SHX Text

DATE

AutoCAD SHX Text

BY

AutoCAD SHX Text

DO NOT SCALE THIS DRAWING - DIMENSIONS AND NOTES TAKE PREFERENCE

AutoCAD SHX Text R E V I S I O N S

AutoCAD SHX Text

DESCRIPTION

AutoCAD SHX Text

DESIGNED BY

AutoCAD SHX Text

DRAWN BY

AutoCAD SHX Text

CHECKED BY

AutoCAD SHX Text

SCALE:

AutoCAD SHX Text

PROJECT NO.:

AutoCAD SHX Text

APPROVED BY

AutoCAD SHX Text

RAJ

AutoCAD SHX Text

RAJ

AutoCAD SHX Text

MZ

AutoCAD SHX Text

BRL

THIS ITEM HAS BEEN DIGITALLY SIGNED AND SEALED BY ENGINEER OF RECORD ON THE DATE NOTED ON THE ELECTRONIC SIGNATURE. PRINTED COPIES OF THIS DOCUMENT ARE NOT CONSIDERED SIGNED AND SEALED AND THE SIGNATURE MUST BE VERIFIED ON ANY ELECTRONIC COPIES

W

M

W

M

W

M

W

M

W

M

W

M

SAN SAN SAN

F M

F

M

F

M

F

M

F M

F M

F

M

FM

FM

FM

FM

FM

WM

M

ET

ER

BF

P

2" all

OE

OE

OE

OE

OE

OE

O E

O E

O E

OE

OE

OE

O E

O E

OE

OE

X X

X

X

PWR SRVC

SSS STOP

PMPST

CO

X X

X

267'

268'

269'

270'

1'

271'270'269'268'267'

6'265'

0'

9'

268'

7'

6'

265'

264'

263'

262'

261'

260' 259'

258'

263'

262'

261'

260'

260'

261'

259'

259'

259'

8'

258'

9'

8'

7'

6'

255'

4'

253'

2'

251'

6'

7'

3'

252'

0'

9'

248'

248'

253'

252'

251'

251'

252'

253'

0'

252'

250'

7'

255'

253' 254'

260'

265'

256' 257'

258' 259'

261' 262'

263' 264'

PROPOSED

BUILDING

F.F.E. 262.20

PROP. DRY

RETENTION BASIN

PROPOSED LIFT STATION

W/ 4 PROTECTIVE BOLLARDS (MIN.)

SEE SHEET C15

CONST. ±786 LF OF

PROPOSED 1

" FM

CONST. 182 LF OF 4"

PVC GRAVITY SEWER

(MIN. 2% SLOPE)

CONST. ±708 LF OF 2"

WATER SERVICE

CONST. ±708 LF OF 2"

WATER SERVICE

(CONTINUED)

CONST. 2" RPZ

CONST. 2" WATER METER

CONST. 8"x8"x2" TAPPING

SLEEVE AND VALVE

EXISTING LIFT STATION

(CONTRACTOR TO VERIFY DEPTH OF

WETWELL PRIOR TO ORDERING

EQUIPMENT FOR NEW LIFT STATION)

SEWER CO

INV. 259.20

33.75° BEND

45° BEND

22.5° BEND

90° BEND

33.75° BEND

264265

8 26

7 266 265 264 263

260 261262261265 262263264

259260261

261 260259 258

254 253

247247 248249 251 252

250248249

253252251250 249248

5 25

6 25 7 25

8 25

255256257258259

255 256 257

SEWER CO

INV. 258.72

9+98

10+00

PROPOSED WATER SHALL CROSS OVER SEWER AND

GAS LINE MIN 12" SEPARATION. IF MIN. SEPARATION

CAN NOT BE OBTAINED CONTRACTOR SHALL FOLLOW

RULE 62-555.314, f.a.c

LEGEND

NEW ASPHALT

LEGEND

NEW ASPHALT

GRAPHIC SCALE

0 60 90 120

SCALE: 1" = 60'

03/2023

19-0328.010

State of Florida # 78674

BENJAMIN R. LENNON, P.E.

W

AL

TO

N

C O

U N

TY

, F

LO

RI

DA

EA

G

LE

S

PR

IN

G S

G O

LF

C

O U

RS

E

M

AI

N

TE

N

AN

CE

F

AC

IL

IT

Y

LI

VE

O

AK

A

VE

N U

E

EX

TE

N

SI

O

N D R M P

C e r t i f i c a

A u t h o r i z a t i o n

N o r e e t

S u i

B o t o n

F

L

P h o n e

F a x

W D

R M

P C

O M

E N

G I N

E E

U R

V E

Y O

L A

N N

E

C I E

N T

I S

T S

DRMP, Inc.

AS SHOWN

U T

I L I T

Y

P

L A

N

C7

GENERAL NOTE:

1. ANY NEW IRRIGATION SYSTEM SHALL CONNECT TO WATER SERVICE AFTER THE RPZ.

2. ALL WATER AND SEWER INFRASTRUCTURE SHALL BE INSTALLED PER CITY OF DEFUNIAK

SPRINGS TECHNICAL SPECIFICATIONS FOR WATER AND SEWER CONSTRUCTION.

FIRE DEPARTMENT NOTES:

1. CLEARANCE OF 7.5' SHALL BE MAINTAINED TO THE FRONT AND SIDES AND 4'

TO THE REAR OF ALL FIRE APPLIANCES (i.e. HYDRANTS, BACKFLOW PREVENTORS, POST INDICATOR VALVES, FIRE DEPARTMENT CONNECTIONS).

2. ALL GATES AT VEHICULAR ENTRANCES SHALL BE ACCESSIBLE TO THE FIRE

DEPARTMENT. IN COMPLIANCE W/ NFPA 1, 18.2.2.2, 2007 EDITION.

UTILITY NOTE:

1. ANTICIPATED WATER USAGE =100 GPD

2. CONTRACTOR TO INSTALL FIBERGLASS COVERS PER CITY OF DEFUNIAK SPRINGS

SPECS. ON ALL BACKFLOW PREVENTORS, WHICH ARE LOCATED OUTSIDE.

3. MAINTAIN 3' MIN. COVER ON ALL WATER LINES.

4. ALL WATER INSTALLATION SHALL BE PER CITY OF DEFUNIAK SPRINGS TECHNICAL

SPECIFICATIONS FOR WATER AND SEWER CONSTRUCTION, LATEST EDITION.

5. ALL WATER METERS SHALL BE PLACED IN GREEN SPACES.

6. NO LANDSCAPING MATERIAL OTHER THAN SOD AND MULCH SHALL BE PLACED

WITHIN 2'…