© 2023 Microsoft Corporation © 2023 Maxar ©CNES (2023) Distribution Airbus DS

CITY OF TALLAHASSEE

LEON COUNTY, FLORIDA

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PROJECT LOCATION

ANIMAL SERVICES CENTER

IMPORTANT VERTICAL DATUM NOTE

THE ROADWAY PLANS PREPARED BY THE CITY OF

TALLAHASSEE ARE BASED ON NAVD 88.

GOVERNING STANDARDS AND SPECIFICATIONS

FLORIDA DEPARTMENT OF TRANSPORTATION,

STANDARD PLANS DATED FY 2023-24.

FDOT STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE

CONSTRUCTION DATED JANUARY 2023.

MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD) 2009

EDITION WITH REVISIONS 1 & 2, DATED MAY 2012.

FLORIDA STORMWATER EROSION AND SEDIMENTATION CONTROL

INSPECTOR'S MANUAL DATED 2018.

CITY OF TALLAHASSEE TECHNICAL SPECIFICATIONS FOR WATER

AND SEWER CONSTRUCTION, CURRENT EDITION.

CITY OF TALLAHASSEE ADVANCED TRAFFIC MANAGEMENT SYSTEM

TECHNICAL SPECIAL PROVISIONS, OCTOBER 2004

http://webappsrv01.talgov.net:8080/tsp.html

ROADWAY PLANS

ENGINEER OF RECORD:

RANDY B. LANE, P.E. #56892

CITY OF TALLAHASSEE - UUPI - ENGINEERING

300 SOUTH ADAMS STREET, BOX A-18

TALLAHASSEE, FLORIDA 32301

(850) 891-2857

PREPARED BY

UNDERGROUND UTILITIES AND PUBLIC INFRASTRUCTURE

ENGINEERING

SURVEY

CITY SURVEYOR:

ROBERT D. RODDENBERRY, PSM #6307

CITY OF TALLAHASSEE - UUPI - SURVEY

300 SOUTH ADAMS STREET, BOX A-18

TALLAHASSEE, FLORIDA 32301

(850) 891-2883

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INDEX OF ROADWAY PLANS

SHEET

NUMBER SHEET TITLE

C1 KEY SHEET

C2 SIGNATURE SHEET

C3 ABBREVIATIONS AND SYMBOLOY

C4 - C5 GENERAL NOTES

C6 SITE PLAN LAYOUT

C7 SITE PLAN LAYOUT WITH ELECTRICAL

C8 GRADING PLAN

C9 SWPP PLAN

C10 - C11 SWPPP NOTES

C12 SWPPP DETAILS

ANIMAL SERVICES CENTER GENERATOR PAD

PROJECT NO. 490801

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LOCATION MAP N.T.S.

AutoCAD SHX Text FINAL PLANS DATE: 11/27/2023 11/27/2023 JOB No. 490801490801

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.

CITY OF TALLAHASSEE

300 SOUTH ADAMS STREET, BOX A-18

TALLAHASSEE, FL 32301

RANDY B. LANE, P.E. NO.: 56892

THE ABOVE NAMED PROFESSIONAL ENGINEER SHALL BE RESPONSIBLE FOR

THE FOLLOWING SHEETS IN ACCORDANCE WITH RULE 61G15-23.004, F.A.C.:

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C6 SITE PLAN LAYOUT

C8 GRADING PLAN

C9 SWPP PLAN

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AutoCAD SHX Text

TREE ABBREVIATIONS

AutoCAD SHX Text

SURVEY ABBREVIATIONS

AutoCAD SHX Text

LEGEND OF SYMBOLOGY

AutoCAD SHX Text

UTILITIES

AutoCAD SHX Text

ABBREVIATIONS

AutoCAD SHX Text S

AutoCAD SHX Text CD = CEDAR = CEDAR CH = CHERRY = CHERRY CM = CREPE MYRTLE = CREPE MYRTLE CYP = CYPRESS = CYPRESS H = HICKORY = HICKORY HY = HOLLY = HOLLY LOK = LIVE OAK = LIVE OAK LROK = LAUREL OAK = LAUREL OAK MP = MAPLE = MAPLE P = PINE = PINE PC = PECAN = PECAN SAGO = SAGO PALM = SAGO PALM SG = SWEET GUM = SWEET GUM SPM = SABLE PALM = SABLE PALM TUN = TUNG TREE = TUNG TREE WOK = WATER OAK = WATER OAK

AutoCAD SHX Text REF. = REFERENCE = REFERENCE D.B. = DEED BOOK = DEED BOOK O.R. = OFFICIAL RECORD = OFFICIAL RECORD P. = PAGE = PAGE R/W = RIGHT-OF-WAY = RIGHT-OF-WAY FND. = FOUND = FOUND No. = NUMBER = NUMBER STA. = STATION = STATION BLK. = BLOCK = BLOCK ACQ. = ACQUISITION = ACQUISITION (D) = DEED INFORMATION = DEED INFORMATION (F) = FIELD INFORMATION = FIELD INFORMATION (P) = PLAT INFORMATION = PLAT INFORMATION (C) = COMPUTED INFORMATION = COMPUTED INFORMATION = CENTRAL ANGLE OR DELTA R = RADIUS = RADIUS L = LENGTH OF ARC = LENGTH OF ARC T = TANGENT LENGTH = TANGENT LENGTH CH = CHORD = CHORD = CENTERLINE = CENTERLINE = AERIAL TARGET CONTROLS = FOUND CONCRETE MONUMENT = FOUND IRON PIPE/REBAR/CAP = SET (5/8" REBAR/PLASTIC CAP OR NAIL/DISK MARKED C.O.T. RW.) = SET IP = BASELINE = BASELINE = PROPERTY LINE = PROPERTY LINE P.O.C . = POINT OF COMMENCEMENT . = POINT OF COMMENCEMENT = POINT OF COMMENCEMENT P.O.B. = POINT OF BEGINNING = POINT OF BEGINNING P.T. = POINT OF TANGENCY = POINT OF TANGENCY P.C. = POINT OF CURVATURE = POINT OF CURVATURE PRC. = POINT OF REVERSE CURVE = POINT OF REVERSE CURVE TCM = TERRA-COTTA MONUMENT = TERRA-COTTA MONUMENT CONST. = CONSTRUCTION = CONSTRUCTION E.O.P. = EDGE OF PAVEMENT = EDGE OF PAVEMENT RT. = RIGHT = RIGHT LT. = LEFT = LEFT I.P. = IRON PIN = IRON PIN CM = CONCRETE MONUMENT = CONCRETE MONUMENT FCM = FOUND CONCRETE MONUMENT = FOUND CONCRETE MONUMENT C.O.T. = CITY OF TALLAHASSEE = CITY OF TALLAHASSEE G.O.S. = GLOBAL POSITIONING SYSTEM = GLOBAL POSITIONING SYSTEM TLC = TALLHASSEE-LEON COUNTY = TALLHASSEE-LEON COUNTY F.A.C. = FLORIDA ADMINISTRATIVE CODE = FLORIDA ADMINISTRATIVE CODE F.D.O.T. = FLORIDA DEPARTMENT OF TRANSPORTATION = FLORIDA DEPARTMENT OF TRANSPORTATION T.C.E. = TEMPORARY CONSTRUCTION EASEMENT = TEMPORARY CONSTRUCTION EASEMENT T.C.A. = TEMPORARY CONSTRUCTION AGREEMENT = TEMPORARY CONSTRUCTION AGREEMENT RLS = REGISTERED LAND SURVEYOR= REGISTERED LAND SURVEYOR

AutoCAD SHX Text PP POWER POLE POWER POLE TP TELEPHONE POLE TELEPHONE POLE T-PED TELEPHONE PEDESTAL TELEPHONE PEDESTAL GP GUY POLE GUY POLE SVP SERVICE POLE SERVICE POLE TMH TELEPHONE MANHOLE TELEPHONE MANHOLE ELECTRIC GUY WIRE PLP PRIVATE LIGHT POLE PRIVATE LIGHT POLE FH FIRE HYDRANT FIRE HYDRANT SAN CO SANITARY SEWER CLEAN OUT SANITARY SEWER CLEAN OUT WM WATER METER WATER METER WV WATER VALVE WATER VALVE GV GAS VALVE GAS VALVE SANMH SANITARY SEWER MANHOLE SANITARY SEWER MANHOLE SDMH STORM DRAIN MANHOLESTORM DRAIN MANHOLE

AutoCAD SHX Text SIGN STREET LIGHT POLE SIGNAL POLE (CONCRETE) SIGNAL POLE (STEEL) SIGNAL POLE (WOOD) SIGNAL POLE (MAST ARM) PEDESTRIAN PUSH BUTTON VEHICLE LOOPS PULL BOX CABINET / CONTROLLER STREET LIGHT ON SIGNAL POLE TRAFFIC SIGNAL (VERTICAL POSITION) TRAFFIC SIGNAL (HORIZONTAL POSITION) PEDESTRIAN SIGNAL

AutoCAD SHX Text

TREE SIZE AND SPECIES

AutoCAD SHX Text BM BENCH MARK BENCH MARK TBM TEMPORARY BENCH MARK TEMPORARY BENCH MARK CONCRETE MARKER CONTROL POINTS ( " REBAR 58" REBAR WITH PLASTIC CAP, OR NAIL AND DISK MARKED C.O.T. DISK MARKED C.O.T. PROPERTY CORNER, OR RIGHT-OF-WAY CAP) EXISTING TREE EXISTING TREE TO BE REMOVED

AutoCAD SHX Text

12" WOK

AutoCAD SHX Text

CRITICAL PROTECTION ZONE (CPZ)

AutoCAD SHX Text A/G = ABOVE GROUND = ABOVE GROUND APPROX. = APPROXIMATE = APPROXIMATE ASPH . = ASPHALT . = ASPHALT = ASPHALT BM = BENCH MARK = BENCH MARK CB = CATCH BASIN = CATCH BASIN CM = CONCRETE MONUMENT = CONCRETE MONUMENT C&G = CURB AND GUTTER = CURB AND GUTTER CBC = CONCRETE BOX CULVERT = CONCRETE BOX CULVERT CIP = CAST IRON PIPE = CAST IRON PIPE CMP = CORRUGATED METAL PIPE = CORRUGATED METAL PIPE CONC . = CONCRETE . = CONCRETE = CONCRETE C.O.T. = CITY OF TALLAHASSEE = CITY OF TALLAHASSEE DC = DROP CURB = DROP CURB DBI = DITCH BOTTOM INLET = DITCH BOTTOM INLET DW = DRIVEWAY = DRIVEWAY E = OVERHEAD ELECTRIC CABLE = OVERHEAD ELECTRIC CABLE ELEV. = ELEVATION = ELEVATION ESMT = EASEMENT = EASEMENT EOP = EDGE OF PAVEMENT = EDGE OF PAVEMENT EXIST . = EXISTING . = EXISTING = EXISTING FES = FLARED END SECTION = FLARED END SECTION FFE = FINISH FLOOR ELEVATION = FINISH FLOOR ELEVATION FH = FIRE HYDRANT = FIRE HYDRANT GP = GUY POLE = GUY POLE GV = GAS VALVE = GAS VALVE HW-CC = HEADWALL = HEADWALL HYD = HYDRANT = HYDRANT INV. = INVERT ELEVATION = INVERT ELEVATION JB = JUNCTION BOX = JUNCTION BOX JCT = JUNCTION = JUNCTION LF = LINEAR FEET = LINEAR FEET LP = LIGHT POLE = LIGHT POLE MB = MAIL BOX = MAIL BOX MES = MITERED END SECTION = MITERED END SECTION MH = MANHOLE = MANHOLE PB = PULL BOX = PULL BOX PM = PARKING METER = PARKING METER PP = POWER POLE = POWER POLE P = PROPOSED = PROPOSED PVC = POLY VINYL CHLORIDE = POLY VINYL CHLORIDE R = RADIUS = RADIUS RCP = REINFORCED CONCRETE PIPE = REINFORCED CONCRETE PIPE REQ. = REQUIRED = REQUIRED RTW = RETAINING WALL = RETAINING WALL S = OVERHEAD SIGNAL LEAD IN = OVERHEAD SIGNAL LEAD IN SAN. = SANITARY SEWER PIPE = SANITARY SEWER PIPE SAN. C.O. = SANITARY SEWER CLEAN OUT = SANITARY SEWER CLEAN OUT STA. = STATION = STATION SDMH = STORMWATER MANHOLE = STORMWATER MANHOLE SP = SIGNAL POLE = SIGNAL POLE SVP = SERVICE POLE = SERVICE POLE T = OVERHEAD TELEPHONE = OVERHEAD TELEPHONE TBM = TEMPORARY BENCH MARK = TEMPORARY BENCH MARK T-PE = TELEPHONE PEDESTAL = TELEPHONE PEDESTAL T-RPR = TELEPHONE REPEATER = TELEPHONE REPEATER TEMP. = TEMPORARY = TEMPORARY TMH = TELEPHONE MANHOLE = TELEPHONE MANHOLE TP = TELEPHONE POLE = TELEPHONE POLE TV = OVERHEAD CABLE TELEVISION = OVERHEAD CABLE TELEVISION TYP. = TYPICAL = TYPICAL UTV = UNDERGROUND CABLE TELEVISION = UNDERGROUND CABLE TELEVISION UT = UNDERGROUND TELEPHONE LINE = UNDERGROUND TELEPHONE LINE UE = UNDERGROUND ELECTRIC LINE = UNDERGROUND ELECTRIC LINE VCP = VITRIFIED CLAY PIPE = VITRIFIED CLAY PIPE W = WATER LINE = WATER LINE WM = WATER METER = WATER METER WV = WATER VALVE= WATER VALVE

AutoCAD SHX Text

TRAFFIC

AutoCAD SHX Text

SURVEY

AutoCAD SHX Text OVERHEAD UTILITIES UNDERGROUND TELEPHONE BURIED FIBER OPTIC POTABLE WATER SANITARY SEWER NATURAL GAS FORCE MAIN RIGHT-OF-WAY EASEMENTS FENCE-CHAIN LINK STORM DRAIN PIPE EDGE OF ASPHALT PAVEMENT CONCRETE CURB CONCRETE SIDEWALK DRIVEWAY MISC EXISTING FEATURES

AutoCAD SHX Text

LINETYPES

FM

GENERAL NOTES:

1. CITY OF TALLAHASSEE-UU&PI-SURVEYING

(850-891-2883), PROVIDED THE TOPOGRAPHY,

BENCHMARKS, RIGHTS-OF-WAY AND UTILITY LOCATION

INFORMATION SHOWN ON THE CONSTRUCTION DRAWINGS.

ELEVATIONS ARE BASED ON NORTH AMERICAN VERTICAL

DATUM OF 1988 (NAVD 88).

2. THE CONTRACTOR SHALL HAVE ALL REQUIRED PERMITS

IN-HAND PRIOR TO BEGINNING CONSTRUCTION AND

SHALL PERFORM ALL WORK IN ACCORDANCE WITH THE

REQUIREMENTS OF THE PERMITS OBTAINED BY THE

CITY AND THOSE PERMITS OBTAINED BY THE

CONTRACTOR.

3. CONTRACTOR IS RESPONSIBLE FOR POSTING ALL

APPLICABLE PERMITS AND FOR CONFORMING TO THE

REQUIREMENTS OF ALL APPLICABLE PERMITS INCLUDING

THE ENVIRONMENTAL PERMIT AND THE CONSTRUCTION

DOCUMENTS.

4. CONTRACTOR IS RESPONSIBLE FOR OBTAINING ANY

NPDES PERMITS AND MAINTENANCE OF TRAFFIC

PERMITS REQUIRED FOR THE PROJECT.

5. CONTRACTOR IS RESPONSIBLE FOR ANY PERMITTING

REQUIRED FOR ANY CONSTRUCTION STAGING AREAS.

6. THESE PLANS DO NOT AUTHORIZE THE CONSTRUCTION

OF RETAINING WALLS. RETAINING WALLS TWO FEET IN

HEIGHT OR MORE WILL REQUIRE A BUILDING PERMIT. NO

CLEARING OR GRADING IS AUTHORIZED WITHIN THIRTY

FEET OF A PROPOSED RETAINING WALL UNTIL A

BUILDING PERMIT FOR THE WALL IS OBTAINED AND

POSTED ONSITE.

7. AT LEAST THREE CALENDAR DAYS PRIOR TO THE

PRECONSTRUCTION CONFERENCE; THE CONTRACTOR

SHALL SUBMIT TO THE ENGINEER FOR APPROVAL A

TENTATIVE BASE CONSTRUCTION SCHEDULE, A

PRECONSTRUCTION SURVEY, A TRAFFIC CONTROL PLAN,

AND A SEDIMENT AND EROSION CONTROL PLAN. NO

WORK SHALL BEGIN PRIOR TO APPROVAL OF THE

CONSTRUCTION SCHEDULE, PRECONSTRUCTION SURVEY,

TRAFFIC CONTROL PLAN, AND SEDIMENT AND EROSION

CONTROL PLAN.

8. THE CONSTRUCTION SCHEDULE SHALL 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 ENGINEER AND SHALL BE

UPDATED ON A MONTHLY BASIS TO REFLECT ACTUAL

WORK PROGRESS. THE UPDATED SCHEDULE SHALL BE

SUBMITTED TO THE ENGINEER NO LATER THAN THREE

DAYS PRIOR TO EACH SCHEDULED MONTHLY PROGRESS

MEETING.

9. THE PRECONSTRUCTION SURVEY SHALL VERIFY THE

CONTROL POINTS AND BENCHMARK ELEVATIONS

PROVIDED BY THE ENGINEER AND SHALL ALSO

ESTABLISH THE LOCATION AND DESCRIPTION OF ALL

ADDITIONAL REFERENCE POINTS AND THE LOCATIONS,

DESCRIPTIONS, AND ELEVATIONS OF ALL ADDITIONAL

BENCHMARKS TO BE USED IN CONSTRUCTING THE

PROJECT. THE SURVEY SHALL BE SIGNED AND SEALED

BY A PROFESSIONAL SURVEYOR AND MAPPER

REGISTERED IN THE STATE OF FLORIDA. SIGNIFICANT

INCONSISTENCIES BETWEEN THE FIELD NOTES AND THE

CONTROL POINTS AND BENCHMARK ELEVATIONS

PROVIDED BY THE ENGINEER SHALL IMMEDIATELY BE

BROUGHT TO THE ATTENTION OF THE ENGINEER FOR

RESOLUTION PRIOR TO ISSUANCE OF THE NOTICE TO

PROCEED.

10. THE CONTRACTOR IS RESPONSIBLE FOR PRESERVING ALL

PROPERTY CORNERS AND MONUMENTS SHOWN ON THE

DRAWINGS OR FOUND DURING CONSTRUCTION. IF A

PROPERTY CORNER OR MONUMENT IS DESTROYED OR

DISTURBED, THE CONTRACTOR WILL HAVE IT REPLACED

AND CERTIFIED BY A PROFESSIONAL SURVEYOR AND

MAPPER REGISTERED IN THE STATE OF FLORIDA.

11. ANY NATIONAL GEODETIC SURVEY MONUMENT WITHIN

THE LIMITS OF CONSTRUCTION MUST BE PROTECTED. IF

IN DANGER OF DAMAGE, THE CONTRACTOR SHALL

IMMEDIATELY NOTIFY THE ENGINEER AND:

FLORIDA DEPARTMENT OF ENVIRONMENTAL PROTECTION

BUREAU OF SURVEY AND MAPPING

3900 COMMONWEALTH BLVD.

TALLAHASSEE, FLORIDA 32399-3000

(850) 245-2118 public.services@floridadep.gov

12. THE CONTRACTOR IS RESPONSIBLE FOR THE

PROTECTION OF ALL 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 SHALL MAKE

HIS OWN DETERMINATION AS TO THE TYPE AND

LOCATION OF UTILITIES AS NECESSARY TO ESTABLISH

THEIR LOCATIONS AND AVOID DAMAGE. THE FOLLOWING

UTILITIES SHOULD BE CONTACTED FOR INFORMATION

CONCERNING TYPE AND LOCATION OF THEIR FACILITIES.

THE LIST MAY NOT INCLUDE ALL UTILITIES IN THE

AREA.

SUNSHINE STATE ONE-CALL OF FLORIDA 811 OR

800-432-4770 (5 DAYS NOTIFICATION PRIOR TO

CONSTRUCTION)

CITY OF TALLAHASSEE POWER - DISTRUBUTION

DUANE WRIGHT 850-891-5019

CITY OF TALLAHASSEE GAS

PAUL CHANG 850-891-5108

CITY OF TALLAHASSEE WATER & SEWER

BRIAN BERRY 850-891-6140

COMCAST (CABLE TELEVISION)

JASON YAWN 850-694-0079

CENTURYLINK (TELEPHONE)

DAVID POOLE 850-599-1479

UTILITY COORDINATOR

JOE COOK 850-891-2866

13. THE CONTRACTOR IS RESPONSIBLE FOR REPAIRING ANY

DAMAGE TO EXISTING FACILITIES THAT MAY OCCUR AS A

RESULT OF THE WORK PERFORMED BY THE CONTRACTOR

AND CALLED FOR IN THIS CONTRACT.

14. PRIOR TO ANY SCHEDULED INTERRUPTION OF UTILITY

SERVICE, THE CONTRACTOR SHALL COORDINATE SUCH

INTERRUPTION WITH THE UTILITY PROVIDER AND SHALL

PROVIDE A MINIMUM 24-HOUR NOTICE TO THE

AFFECTED PARTIES. IN THE CASE OF A WATER MAIN

SHUT DOWN, A MINIMUM 24-HOUR NOTICE ALSO SHALL

BE PROVIDED TO THE TALLAHASSEE FIRE DEPARTMENT.

THE CONTRACTOR SHALL NOTIFY THE ELECTRIC UTILITY

A MINIMUM OF TWO WEEKS PRIOR TO CONSTRUCTION IN

THE VICINITY OF THEIR FACILITIES.

15. WHERE THE REQUIRED MINIMUM SEPARATION BETWEEN

UTILITIES IS SPECIFIED, THE DISTANCE SHALL BE

MEASURED FROM OUTSIDE OF PIPE TO OUTSIDE OF

PIPE.

16. LIMITS OF CONSTRUCTION ARE DEFINED IN THE PLANS

AND CONSIST OF ROADWAY RIGHTS-OF-WAY, CITY OF

TALLAHASSEE PROPERTIES, DRAINAGE RIGHTS-OF-WAY,

PERMANENT DRAINAGE AND/OR UTILITY EASEMENTS,

TEMPORARY CONSTRUCTION EASEMENTS, AND TEMPORARY

CONSTRUCTION AGREEMENTS.

17. NO TRENCHES WILL BE ALLOWED TO REMAIN OPEN

OVERNIGHT.

18. ALL SUBSURFACE CONSTRUCTION WILL COMPLY WITH THE

"TRENCH SAFETY ACT", CHAPTER 553.60 - 553.64,

FLORIDA STATUTES. THE CONTRACTOR WILL ENSURE

THAT THE METHOD OF TRENCH PROTECTION AND

CONSTRUCTION TO BE EMPLOYED IS IN COMPLIANCE

WITH THE OCCUPATIONAL SAFETY AND HEALTH

ADMINISTRATION (OSHA) REGULATIONS.

19. SHOP DRAWINGS ARE REQUIRED FOR ALL PRE-CAST AND

MANUFACTURED ITEMS. THE CONTRACTOR WILL SUBMIT

THESE SHOP DRAWINGS TO THE OWNER FOR APPROVAL

BEFORE INSTALLING ANY PRE-CAST OR MANUFACTURED

ITEMS. FAILURE TO OBTAIN THE OWNERS' APPROVAL

BEFORE INSTALLING ANY PRE-CAST OR MANUFACTURED

ITEMS MAY RESULT IN THE CONTRACTOR BEING

REQUIRED TO REMOVE AND REPLACE ANY INSTALLED

ITEMS WITHOUT ADDITIONAL COMPENSATION.

20. ALL EXISTING DRAINAGE STRUCTURES AND PIPES,

PAVEMENT, SIDEWALKS, CURBS, ETC., WITHIN THE

LIMITS OF CONSTRUCTION ARE TO REMAIN UNLESS

OTHERWISE NOTED ON THE DRAWINGS OR DIRECTED BY

THE ENGINEER. ALL DRAINAGE STRUCTURES, PIPES,

PAVEMENT, SIDEWALKS, CURBS, ETC., THAT ARE TO

REMAIN THAT ARE DAMAGED DURING CONSTRUCTION ARE

THE RESPONSIBILITY OF THE CONTRACTOR AND IF

DAMAGED DURING CONSTRUCTION SHALL BE REPAIRED

OR REPLACED WITH THE SAME TYPE AND MATERIAL AT

NO COST TO THE CITY.

21. EXISTING CONCRETE AND ASPHALTIC CONCRETE

DRIVEWAYS AND SIDEWALKS SHALL BE SAW-CUT AS

REQUIRED FOR CONSTRUCTION.

22. ALL SIDEWALKS AND CURB RAMPS REMOVED DURING

CONSTRUCTION SHALL BE RECONSTRUCTED TO MEET

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CURRENT ADA STANDARDS.

23. THE CONTRACTOR SHALL PUT FORTH EVERY REASONABLE

EFFORT TO MINIMIZE DISRUPTION AND DISTURBANCE OF

ADJACENT PROPERTIES. ACCESS BY PROPERTY OWNERS

AND RESIDENTS TO THEIR PROPERTY SHALL BE

MAINTAINED AT ALL TIMES. ANY BARRICADING OF

ACCESS MUST BE COORDINATED WITH THE AFFECTED

PROPERTY OWNERS AND RESIDENTS.

24. ALL FENCES IN CONFLICT WITH CONSTRUCTION SHALL

BE REMOVED AND REPLACED IN THEIR ORIGINAL

LOCATIONS OR IN OTHER LOCATIONS AS DIRECTED BY

THE ENGINEER. THE CONTRACTOR MAY, AT HIS OPTION,

USE NEW FENCING MATERIAL OF THE SAME TYPE THAT

WAS REMOVED OR REUSE THE FENCING MATERIAL THAT

WAS REMOVED IF IT IS UNDAMAGED BY CONSTRUCTION

ACTIVITIES. ALL FENCES DAMAGED BY CONSTRUCTION

ACTIVITIES ARE TO BE REPLACED WITH NEW FENCING

MATERIAL OF THE SAME TYPE THAT WAS REMOVED.

25. THE CONTRACTOR SHALL EXERCISE DUE CARE IN THE

REMOVAL OF EXISTING FENCES TO MAINTAIN SECURITY

AT THE AFFECTED PROPERTIES AND TO ENSURE THE

SAFETY OF PETS, ANIMALS AND CHILDREN. IF IN THE

OPINION OF THE ENGINEER, REMOVAL OF A FENCE WILL

RESULT IN AN UNACCEPTABLE REDUCTION IN SECURITY

OR SAFETY, THE CONTRACTOR SHALL INSTALL A

TEMPORARY FENCE AS DIRECTED BY THE ENGINEER

PRIOR TO REMOVAL OF THE EXISTING FENCE. THE

TEMPORARY FENCE SHALL REMAIN IN PLACE UNTIL THE

PERMANENT FENCE IS INSTALLED.

26. THE CONTRACTOR IS RESPONSIBLE FOR THE

PROTECTION OF ALL TREES AND LANDSCAPING ON

ADJACENT PROPERTIES AND WILL BE SOLELY LIABLE

FOR DAMAGE TO VEGETATION ON PROPERTIES ADJACENT

TO CONSTRUCTION WORK ZONES. ALL TREES WITHIN THE

LIMITS OF CONSTRUCTION THAT ARE NOT IDENTIFIED ON

THE PLANS TO BE REMOVED SHALL BE PROTECTED TO

THE MAXIMUM EXTENT PRACTICABLE. TREE PROTECTION

BARRICADES SHALL BE INSTALLED AND MAINTAINED

AROUND ALL TREES THAT ARE TO BE PROTECTED AS

SHOWN ON THE DRAWINGS OR AS DIRECTED BY THE

ENGINEER.

27. THE CONTRACTOR SHALL NOT DISTURB GRASSING OR

LANDSCAPING OUTSIDE CONSTRUCTION WORK ZONES.

THE CONTRACTOR SHALL BE SOLELY LIABLE FOR DAMAGE

TO VEGETATION OUTSIDE CONSTRUCTION WORK ZONES

AND SHALL RESTORE AT NO COST TO THE CITY ANY

AREAS THAT ARE DAMAGED INCLUDING AREAS WITHIN

THE LIMITS OF CONSTRUCTION OR ON ADJACENT

PROPERTIES USING, TO THE EXTENT PRACTICABLE, THE

SAME TYPES AND SIZES OF PLANT MATERIAL THAT

EXISTED PRIOR TO CONSTRUCTION.

28. THE LOCATION AND CONSTRUCTION OF MAILBOXES SHALL

BE IN CONFORMANCE WITH THE RULES AND

REGULATIONS OF THE UNITED STATES POSTAL SERVICE.

WHEN A MAILBOX IN CONFLICT WITH CONSTRUCTION IS

REMOVED, THE CONTRACTOR SHALL FURNISH AND

INSTALL A TEMPORARY MAILBOX AND SHALL MAINTAIN

THE TEMPORARY MAILBOX UNTIL A NEW MAILBOX IS

INSTALLED. THE CONTRACTOR SHALL CONSTRUCT A NEW

MAILBOX TO MATCH, AS CLOSE AS PRACTICABLE, THE

LOCATION, TYPE, SIZE, MATERIAL, AND COLOR OF THE

ORIGINAL MAILBOX. IN LIEU OF CONSTRUCTING A NEW

MAILBOX, THE EXISTING MAILBOX MAY BE REUSED IF IT

MEETS THE RULES AND REGULATIONS OF THE UNITED

STATES POSTAL SERVICE AND IS FUNCTIONALLY SOUND.

29. DISTURBED AREAS SHALL BE COMPACTED (AT A

MINIMUM) EQUAL TO ADJACENT UNDISTURBED GROUND

EXCEPT WHEN OTHERWISE SPECIFIED.

30. ALL DISTURBED AREAS WITHIN CONSTRUCTION WORK

ZONES ARE TO BE GRASSED EXCEPT FOR AREAS THAT

ARE LANDSCAPED, PAVED, OR BELOW NORMAL WATER

LEVEL. EXISTING GRASSED AREAS SHALL BE REPLANTED

WITH SOD OF THE SAME GRASS TYPE AS EXISTING,

UNLESS OTHERWISE SHOWN ON THE PLANS OR

DIRECTED BY THE ENGINEER. ZOYSIA SOD WILL BE

USED FOR DISTURBED AREAS NOT CURRENTLY GRASSED.

REINFORCEMENT MAT SHALL BE INSTALLED BENEATH

SOD PLACED ON SLOPES OF 1V:2H OR STEEPER, AND

THE SOD SHALL BE STAPLED.

31. ALL CONSTRUCTION DEBRIS AND OTHER WASTE

MATERIAL WILL BE DISPOSED OF OFF-SITE IN

ACCORDANCE WITH APPLICABLE REGULATORY AGENCY

REQUIREMENTS.

32. ALL EQUIPMENT MUST BE REMOVED FROM THE ROADWAY

AND ROADWAY CLEAR ZONE WHEN NOT IN USE. WHEN

EQUIPMENT IS IN USE WITHIN THE CLEAR ZONE OF THE

ROADWAY, MOT IN ACCORDANCE WITH FDOT DESIGN

STANDARDS AND MUTCD REQUIREMENTS MUST BE

ACTIVATED.

33. ANY EXISTING SIGN THAT CONFLICTS WITH THE

PROPOSED IMPROVEMENTS SHALL BE RELOCATED AT

THE DIRECTION OF THE ENGINEER.

34. IF PREHISTORIC OR HISTORIC ARTIFACTS, SUCH AS

POTTERY OR CERAMICS, PROJECTILE POINTS, DUGOUT

CANOES, METAL IMPLEMENTS, HISTORIC BUILDING

MATERIALS, OR ANY OTHER PHYSICAL REMAINS THAT

COULD BE ASSOCIATED WITH NATIVE AMERICAN, EARLY

EUROPEAN, OR AMERICAN SETTLEMENT ARE

ENCOUNTERED AT ANY TIME WITHIN THE PROJECT SITE

AREA, THE PERMITTED PROJECT SHALL CEASE ALL

ACTIVITIES INVOLVING SUBSURFACE DISTURBANCE IN

THE VICINITY OF THE DISCOVERY. THE APPLICANT

SHALL CONTACT THE FLORIDA DEPARTMENT OF STATE,

DIVISION OF HISTORICAL RESOURCES, COMPLIANCE

REVIEW SECTION AT (850)-245-6333. PROJECT

ACTIVITIES SHALL NOT RESUME WITHOUT VERBAL

AND/OR WRITTEN AUTHORIZATION. IN THE EVENT THAT

UNMARKED HUMAN REMAINS ARE ENCOUNTERED DURING

PERMITTED ACTIVITIES, ALL WORK SHALL STOP

IMMEDIATELY AND THE PROPER AUTHORITIES NOTIFIED

IN ACCORDANCE WITH SECTION 872.05, FLORIDA

STATUTES.

35. IN THE EVENT THAT A STRUCTURAL FAILURE (SINK

FEATURE) OCCURS DURING CONSTRUCTION, ALL

CONSTRUCTION ACTIVITY SHALL CEASE AND A FLORIDA

REGISTERED GEOTECHNICAL ENGINEER SHALL BE

CONTACTED IMMEDIATELY. A CORRECTIVE ACTION PLAN

MUST BE APPROVED BY NORTHWEST FLORIDA WATER

MANAGEMENT DISTRICT (NWFWMD) AND IMPLEMENTED

PRIOR TO RESUMING CONSTRUCTION.

36. PRIOR TO REQUESTING A FINAL INSPECTION, THE

CONTRACTOR SHALL PREPARE AND SUBMIT TO THE

ENGINEER CERTIFIED AS-BUILT RECORD DRAWINGS IN

ACCORDANCE WITH THE SUPPLEMENTAL

SPECIFICATIONS.

ADDITIONAL GENERAL NOTES:

1. OTHER NOTES FOR TREE PROTECTION, AND SEDIMENT &

EROSION CONTROL ARE LOCATED WITHIN THE PLAN SET.

SEE COVER SHEET FOR LOCATION. EN

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PROPOSED GENERATOR

PAD (SEE PLAN SHEET

E2.1 ELECTRICAL

NOTES AND DETAILS")

PROPOSED GRAVEL

ACCESS DRIVE AND

TRUCK-TRAILER

STAGING AREA

EXISTING FENCED

DOG KENNEL TO BE

RELOCATED BY ASC

PROPOSED CRANE

SETUP/STAGING

AREA (21'X21')

R45'

C

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IA.

30'

POW

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OF

FSE

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TRUCK AND TRAILER

WITH GENERATOR

17.1'

13.7'

12.3'

GRADE SHOULDER

TO EXISTING

GROUND AT 1:4

SLOPE

122.00

122.25

121.43

121.25

121.50

121.67

121.65

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N C ap it al \P ro je ct s\

P ro j- Ge n\ _A ni m al S er vi ce s C en te r

Ge ne ra to r

\2

D es ig n\

C

AD

\S he et s

D W Gs

\P

LA

N R D

.d w g

0 10' 20'

1" = 20'

GRAVEL DRIVE AND STAGING AREA DESIGN

12" STABILIZED SUBGRADE (LBR 40)

OPTIONAL BASE GROUP 6 (LBR 100)

8" NO. 57 GRAVEL

ELECTRIC COORDINATION REQUIRED

ELECTRIC STAFF WILL NEED TO BE

ONSITE DURING THE DELIVERY AND

PLACEMENT OF THE GENERATOR.

COORDINATE WITH THEODIS JORDAN AT

850-694-8283 AT LEAST 48 HOURS IN

ADVANCE OF THE RELOCATION EFFORT.

HE CAN ALSO BE REACHED AT

THEODIS.JORDAN@TALGOV.COM

AutoCAD SHX Text

CHAIN LINK FENCE

AutoCAD SHX Text

CHAIN LINK FENCE

AutoCAD SHX Text

CHAIN LINK FENCE

AutoCAD SHX Text

CHILLER ON CONCRETE PAD FFE=126.9

AutoCAD SHX Text

BLOCK BUILDING

AutoCAD SHX Text

CHILLER ON CONCRETE PAD-FFE=125.6

AutoCAD SHX Text

FFE=125.69'

AutoCAD SHX Text

CONCRETE

AutoCAD SHX Text

ASPHALT

AutoCAD SHX Text

ASPHALT

AutoCAD SHX Text

ASPHALT

AutoCAD SHX Text

SHED

AutoCAD SHX Text

SHED

AutoCAD SHX Text

CONCRETE

AutoCAD SHX Text

ELECTRIC TRANSFORMER ON CONCRETE PAD FFE=121.45

AutoCAD SHX Text

INCINERATOR ON CONCRETE PAD FFE=123.45

AutoCAD SHX Text

CONCRETE

AutoCAD SHX Text

CONCRETE RAMP

AutoCAD SHX Text

GRAVEL

AutoCAD SHX Text

EOP

AutoCAD SHX Text

BOC

AutoCAD SHX Text

GATE MOTOR FOR FENCE

AutoCAD SHX Text

24"CH

AutoCAD SHX Text

HANDRAIL

AutoCAD SHX Text

HANDRAIL

AutoCAD SHX Text

CONCRETE STEPS

AutoCAD SHX Text

CONCRETE STEPS

AutoCAD SHX Text

CONCRETE

AutoCAD SHX Text

METAL TRANSMISSION LINE POLE

AutoCAD SHX Text

CONCRETE TRANSMISSION LINE POLE

AutoCAD SHX Text

CONCRETE RUBBLE

AutoCAD SHX Text

CONCRETE RUBBLE

AutoCAD SHX Text

INVERT 8"ADS PIPE ELEV.=124.26

AutoCAD SHX Text

INVERT 8"ADS PIPE ELEV.=122.22

AutoCAD SHX Text

ABOVE GROUND ELECTRIC BOX

AutoCAD SHX Text

ELECTRIC CONTROL BOX

AutoCAD SHX Text TOP OF STORM GRATE ELEV.=118.17 INVERT 18"RCP EAST ELEV.=111.84 INVERT 18"RCP NORTH ELEV.=109.32

AutoCAD SHX Text

UNDERGROUND ELECTRIC LINE

AutoCAD SHX Text

UNDERGROUND ELECTRIC LINE

AutoCAD SHX Text

PRIVATE LAMP POLE

AutoCAD SHX Text

RETAINING WALL

AutoCAD SHX Text

ELECTRIC CONTROL BOX

AutoCAD SHX Text

8"CHILLER PIPE

AutoCAD SHX Text

8"CHILLER PIPE

AutoCAD SHX Text

2"STAND PIPE

AutoCAD SHX Text

4"PVC ELEV.=124.77

AutoCAD SHX Text

SSCO ELEV.=124.41

AutoCAD SHX Text

GAS LINE

AutoCAD SHX Text

EOP

AutoCAD SHX Text

DUMPSTER

AutoCAD SHX Text

DUMPSTER

AutoCAD SHX Text

POSSIBLE UNDERGROUND ELECTRIC LINE

AutoCAD SHX Text

PP

AutoCAD SHX Text O.R.359 PG.175 POWERLINE EASEMENT CORRECTIVE DEED O.R.2559 PG.1695 POWERLINE EASEMENT

AutoCAD SHX Text

CHAIN LINK FENCE GATE

AutoCAD SHX Text

CHAIN LINK FENCE

AutoCAD SHX Text

CHAIN LINK FENCE

AutoCAD SHX Text

CHAIN LINK FENCE

AutoCAD SHX Text

CHILLER ON CONCRETE PAD FFE=126.9

AutoCAD SHX Text

BLOCK BUILDING

AutoCAD SHX Text

CHILLER ON CONCRETE PAD-FFE=125.6

AutoCAD SHX Text

FFE=125.69'

AutoCAD SHX Text

CONCRETE

AutoCAD SHX Text

ASPHALT

AutoCAD SHX Text

ASPHALT

AutoCAD SHX Text

ASPHALT

AutoCAD SHX Text

SHED

AutoCAD SHX Text

SHED

AutoCAD SHX Text

CONCRETE

AutoCAD SHX Text

ELECTRIC TRANSFORMER ON CONCRETE PAD FFE=121.45

AutoCAD SHX Text

INCINERATOR ON CONCRETE PAD FFE=123.45

AutoCAD SHX Text

CONCRETE

AutoCAD SHX Text

CONCRETE RAMP

AutoCAD SHX Text

GRAVEL

AutoCAD SHX Text

EOP

AutoCAD SHX Text

BOC

AutoCAD SHX Text

GATE MOTOR FOR FENCE

AutoCAD SHX Text

24"CH

AutoCAD SHX Text

HANDRAIL

AutoCAD SHX Text

HANDRAIL

AutoCAD SHX Text

CONCRETE STEPS

AutoCAD SHX Text

CONCRETE STEPS

AutoCAD SHX Text

CONCRETE

AutoCAD SHX Text

METAL TRANSMISSION LINE POLE

AutoCAD SHX Text

CONCRETE TRANSMISSION LINE POLE

AutoCAD SHX Text

CONCRETE RUBBLE

AutoCAD SHX Text

CONCRETE RUBBLE

AutoCAD SHX Text

INVERT 8"ADS PIPE ELEV.=124.26

AutoCAD SHX Text

INVERT 8"ADS PIPE ELEV.=122.22

AutoCAD SHX Text

ABOVE GROUND ELECTRIC BOX

AutoCAD SHX Text

ELECTRIC CONTROL BOX

AutoCAD SHX Text TOP OF STORM GRATE ELEV.=118.17 INVERT 18"RCP EAST ELEV.=111.84 INVERT 18"RCP NORTH ELEV.=109.32

AutoCAD SHX Text

UNDERGROUND ELECTRIC LINE

AutoCAD SHX Text

UNDERGROUND ELECTRIC LINE

AutoCAD SHX Text

PRIVATE LAMP POLE

AutoCAD SHX Text

RETAINING WALL

AutoCAD SHX Text

ELECTRIC CONTROL BOX

AutoCAD SHX Text

8"CHILLER PIPE

AutoCAD SHX Text

8"CHILLER PIPE

AutoCAD SHX Text

2"STAND PIPE

AutoCAD SHX Text

4"PVC ELEV.=124.77

AutoCAD SHX Text

SSCO ELEV.=124.41

AutoCAD SHX Text

GAS LINE

AutoCAD SHX Text

EOP

AutoCAD SHX Text

DUMPSTER

AutoCAD SHX Text

DUMPSTER

AutoCAD SHX Text

POSSIBLE UNDERGROUND ELECTRIC LINE

AutoCAD SHX Text

PP

AutoCAD SHX Text O.R.359 PG.175 POWERLINE EASEMENT CORRECTIVE DEED O.R.2559 PG.1695 POWERLINE EASEMENT

CHAIN LINK FENCE GATE

30'

POW

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OF

FSE

T

RELOCATED GENERATOR

ON NEW CONCRETE PAD

PROPOSED TRANSFER

SWITCH

PROPOSED METER BASE

AND CT CAN

PROPOSED UNDERGROUND

ELECTRICAL SERVICE

PROPOSED UNDERGROUND

ELECTRICAL SERVICE

EXISTING UNDERGROUND

ELECTRICAL SERVICE (TO

BE REMOVED)

122.00

122.25

121.43

121.25

121.50

121.67

121.65

EN

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DESIGNED

CHECKED

DATE

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N C ap it al \P ro je ct s\

P ro j- Ge n\ _A ni m al S er vi ce s C en te r

Ge ne ra to r

\2

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C

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D W Gs

\P

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.d w g

0 10' 20'

1" = 20'

NOTE: THIS PLAN SHEET IS PROVIDED

FOR INFORMATIONAL PURPOSES ONLY. FOR

MORE DETAILED INFORMATION ON THE

PROPOSED ELECTRICAL INFRASTRUCTURE

SHOWN HEREON REFER TO PLAN SHEET

E1.1, ELECTRICAL PLAN.

AutoCAD SHX Text

CHAIN LINK FENCE

AutoCAD SHX Text

CHAIN LINK FENCE

AutoCAD SHX Text

CHAIN LINK FENCE

AutoCAD SHX Text

CHILLER ON CONCRETE PAD FFE=126.9

AutoCAD SHX Text

BLOCK BUILDING

AutoCAD SHX Text

CHILLER ON CONCRETE PAD-FFE=125.6

AutoCAD SHX Text

FFE=125.69'

AutoCAD SHX Text

CONCRETE

AutoCAD SHX Text

ASPHALT

AutoCAD SHX Text

ASPHALT

AutoCAD SHX Text

ASPHALT

AutoCAD SHX Text

SHED

AutoCAD SHX Text

SHED

AutoCAD SHX Text

CONCRETE

AutoCAD SHX Text

ELECTRIC TRANSFORMER ON CONCRETE PAD FFE=121.45

AutoCAD SHX Text

INCINERATOR ON CONCRETE PAD FFE=123.45

AutoCAD SHX Text

CONCRETE

AutoCAD SHX Text

CONCRETE RAMP

AutoCAD SHX Text

GRAVEL

AutoCAD SHX Text

EOP

AutoCAD SHX Text

BOC

AutoCAD SHX Text

GATE MOTOR FOR FENCE

AutoCAD SHX Text

24"CH

AutoCAD SHX Text

HANDRAIL

AutoCAD SHX Text

HANDRAIL

AutoCAD SHX Text

CONCRETE STEPS

AutoCAD SHX Text

CONCRETE STEPS

AutoCAD SHX Text

CONCRETE

AutoCAD SHX Text

METAL TRANSMISSION LINE POLE

AutoCAD SHX Text

CONCRETE TRANSMISSION LINE POLE

AutoCAD SHX Text

CONCRETE RUBBLE

AutoCAD SHX Text

CONCRETE RUBBLE

AutoCAD SHX Text

INVERT 8"ADS PIPE ELEV.=124.26

AutoCAD SHX Text

INVERT 8"ADS PIPE ELEV.=122.22

AutoCAD SHX Text

ABOVE GROUND ELECTRIC BOX

AutoCAD SHX Text

ELECTRIC CONTROL BOX

AutoCAD SHX Text TOP OF STORM GRATE ELEV.=118.17 INVERT 18"RCP EAST ELEV.=111.84 INVERT 18"RCP NORTH ELEV.=109.32

AutoCAD SHX Text

UNDERGROUND ELECTRIC LINE

AutoCAD SHX Text

UNDERGROUND ELECTRIC LINE

AutoCAD SHX Text

PRIVATE LAMP POLE

AutoCAD SHX Text

RETAINING WALL

AutoCAD SHX Text

ELECTRIC CONTROL BOX

AutoCAD SHX Text

8"CHILLER PIPE

AutoCAD SHX Text

8"CHILLER PIPE

AutoCAD SHX Text

2"STAND PIPE

AutoCAD SHX Text

4"PVC ELEV.=124.77

AutoCAD SHX Text

SSCO ELEV.=124.41

AutoCAD SHX Text

GAS LINE

AutoCAD SHX Text

EOP

AutoCAD SHX Text

DUMPSTER

AutoCAD SHX Text

DUMPSTER

AutoCAD SHX Text

POSSIBLE UNDERGROUND ELECTRIC LINE

AutoCAD SHX Text

PP

AutoCAD SHX Text O.R.359 PG.175 POWERLINE EASEMENT CORRECTIVE DEED O.R.2559 PG.1695 POWERLINE EASEMENT

AutoCAD SHX Text

CHAIN LINK FENCE GATE

AutoCAD SHX Text

CHAIN LINK FENCE

AutoCAD SHX Text

CHAIN LINK FENCE

AutoCAD SHX Text

CHAIN LINK FENCE

AutoCAD SHX Text

CHILLER ON CONCRETE PAD FFE=126.9

AutoCAD SHX Text

BLOCK BUILDING

AutoCAD SHX Text

CHILLER ON CONCRETE PAD-FFE=125.6

AutoCAD SHX Text

FFE=125.69'

AutoCAD SHX Text

CONCRETE

AutoCAD SHX Text

ASPHALT

AutoCAD SHX Text

ASPHALT

AutoCAD SHX Text

ASPHALT

AutoCAD SHX Text

SHED

AutoCAD SHX Text

SHED

AutoCAD SHX Text

CONCRETE

AutoCAD SHX Text

ELECTRIC TRANSFORMER ON CONCRETE PAD FFE=121.45

AutoCAD SHX Text

INCINERATOR ON CONCRETE PAD FFE=123.45

AutoCAD SHX Text

CONCRETE

AutoCAD SHX Text

CONCRETE RAMP

AutoCAD SHX Text

GRAVEL

AutoCAD SHX Text

EOP

AutoCAD SHX Text

BOC

AutoCAD SHX Text

GATE MOTOR FOR FENCE

AutoCAD SHX Text

24"CH

AutoCAD SHX Text

HANDRAIL

AutoCAD SHX Text

HANDRAIL

AutoCAD SHX Text

CONCRETE STEPS

AutoCAD SHX Text

CONCRETE STEPS

AutoCAD SHX Text

CONCRETE

AutoCAD SHX Text

METAL TRANSMISSION LINE POLE

AutoCAD SHX Text

CONCRETE TRANSMISSION LINE POLE

AutoCAD SHX Text

CONCRETE RUBBLE

AutoCAD SHX Text

CONCRETE RUBBLE

AutoCAD SHX Text

INVERT 8"ADS PIPE ELEV.=124.26

AutoCAD SHX Text

INVERT 8"ADS PIPE ELEV.=122.22

AutoCAD SHX Text

ABOVE GROUND ELECTRIC BOX

AutoCAD SHX Text

ELECTRIC CONTROL BOX

AutoCAD SHX Text TOP OF STORM GRATE ELEV.=118.17 INVERT 18"RCP EAST ELEV.=111.84 INVERT 18"RCP NORTH ELEV.=109.32

AutoCAD SHX Text

UNDERGROUND ELECTRIC LINE

AutoCAD SHX Text

UNDERGROUND ELECTRIC LINE

AutoCAD SHX Text

PRIVATE LAMP POLE

AutoCAD SHX Text

RETAINING WALL

AutoCAD SHX Text

ELECTRIC CONTROL BOX

AutoCAD SHX Text

8"CHILLER PIPE

AutoCAD SHX Text

8"CHILLER PIPE

AutoCAD SHX Text

2"STAND PIPE

AutoCAD SHX Text

4"PVC ELEV.=124.77

AutoCAD SHX Text

SSCO ELEV.=124.41

AutoCAD SHX Text

GAS LINE

AutoCAD SHX Text

EOP

AutoCAD SHX Text

DUMPSTER

AutoCAD SHX Text

DUMPSTER

AutoCAD SHX Text

POSSIBLE UNDERGROUND ELECTRIC LINE

AutoCAD SHX Text

PP

AutoCAD SHX Text O.R.359 PG.175 POWERLINE EASEMENT CORRECTIVE DEED O.R.2559 PG.1695 POWERLINE EASEMENT

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CHAIN LINK FENCE GATE

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122.00

122.25

121.43

121.25

121.50

121.67

121.65

GRADE SHOULDER TO

EXISTING GROUND AT

1:4 SLOPE

MINIMAL GRADING

TO ACOMMODATE

NEW GENERATOR

PAD AND ENSURE

PROPER DRAINAGE

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CHILLER ON CONCRETE PAD FFE=126.9

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CHILLER ON CONCRETE PAD-FFE=125.6

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ASPHALT

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SHED

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SHED

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ELECTRIC TRANSFORMER ON CONCRETE PAD FFE=121.45

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INCINERATOR ON CONCRETE PAD FFE=123.45

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CONCRETE

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CONCRETE RAMP

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GRAVEL

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HANDRAIL

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CONCRETE STEPS

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CONCRETE

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METAL TRANSMISSION LINE POLE

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CONCRETE RUBBLE

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INVERT 8"ADS PIPE ELEV.=124.26

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ABOVE GROUND ELECTRIC BOX

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ELECTRIC CONTROL BOX

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UNDERGROUND ELECTRIC LINE

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PRIVATE LAMP POLE

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ELECTRIC CONTROL BOX

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8"CHILLER PIPE

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8"CHILLER PIPE

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2"STAND PIPE

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SSCO ELEV.=124.41

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GAS LINE

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EOP

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DUMPSTER

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DUMPSTER

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POSSIBLE UNDERGROUND ELECTRIC LINE

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AutoCAD SHX Text O.R.359 PG.175 POWERLINE EASEMENT CORRECTIVE DEED O.R.2559 PG.1695 POWERLINE EASEMENT

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CHILLER ON CONCRETE PAD FFE=126.9

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CHILLER ON CONCRETE PAD-FFE=125.6

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ASPHALT

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SHED

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SHED

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ELECTRIC TRANSFORMER ON CONCRETE PAD FFE=121.45

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INCINERATOR ON CONCRETE PAD FFE=123.45

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CONCRETE

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CONCRETE RAMP

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GRAVEL

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HANDRAIL

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CONCRETE STEPS

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CONCRETE

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METAL TRANSMISSION LINE POLE

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CONCRETE RUBBLE

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INVERT 8"ADS PIPE ELEV.=124.26

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ABOVE GROUND ELECTRIC BOX

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ELECTRIC CONTROL BOX

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UNDERGROUND ELECTRIC LINE

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PRIVATE LAMP POLE

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ELECTRIC CONTROL BOX

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8"CHILLER PIPE

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8"CHILLER PIPE

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2"STAND PIPE

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SSCO ELEV.=124.41

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GAS LINE

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EOP

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DUMPSTER

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DUMPSTER

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POSSIBLE UNDERGROUND ELECTRIC LINE

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PP

O.R.359 PG.175 POWERLINE EASEMENT CORRECTIVE DEED O.R.2559 PG.1695 POWERLINE EASEMENT

30'

POW

ERL

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OF

FSE

T

PROJECT AREA

INSTALL 165 LF OF SEDIMENT

BARRIERS ALONG OUTSIDE

PERIMETER OF PROJECT AREA

INSTALL INLET PROTECTION

AROUND DOWNSTREAM

INLETS

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0 10' 20'

1" = 20'

NOTES:

1. ALL DISTURBED AREAS ARE TO BE

STABILIZED WITH SOD OR SEED AND

MULCH.

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CHAIN LINK FENCE

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CHAIN LINK FENCE

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CHAIN LINK FENCE

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CHILLER ON CONCRETE PAD FFE=126.9

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BLOCK BUILDING

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CHILLER ON CONCRETE PAD-FFE=125.6

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FFE=125.69'

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CONCRETE

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ASPHALT

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ASPHALT

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ASPHALT

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SHED

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SHED

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CONCRETE

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ELECTRIC TRANSFORMER ON CONCRETE PAD FFE=121.45

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INCINERATOR ON CONCRETE PAD FFE=123.45

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CONCRETE

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CONCRETE RAMP

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GRAVEL

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EOP

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BOC

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GATE MOTOR FOR FENCE

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24"CH

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HANDRAIL

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HANDRAIL

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CONCRETE STEPS

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CONCRETE STEPS

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CONCRETE

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METAL TRANSMISSION LINE POLE

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CONCRETE TRANSMISSION LINE POLE

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CONCRETE RUBBLE

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CONCRETE RUBBLE

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INVERT 8"ADS PIPE ELEV.=124.26

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INVERT 8"ADS PIPE ELEV.=122.22

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ABOVE GROUND ELECTRIC BOX

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ELECTRIC CONTROL BOX

AutoCAD SHX Text TOP OF STORM GRATE ELEV.=118.17 INVERT 18"RCP EAST ELEV.=111.84 INVERT 18"RCP NORTH ELEV.=109.32

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UNDERGROUND ELECTRIC LINE

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UNDERGROUND ELECTRIC LINE

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PRIVATE LAMP POLE

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RETAINING WALL

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ELECTRIC CONTROL BOX

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8"CHILLER PIPE

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8"CHILLER PIPE

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2"STAND PIPE

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4"PVC ELEV.=124.77

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SSCO ELEV.=124.41

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GAS LINE

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EOP

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DUMPSTER

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DUMPSTER

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POSSIBLE UNDERGROUND ELECTRIC LINE

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PP

AutoCAD SHX Text O.R.359 PG.175 POWERLINE EASEMENT CORRECTIVE DEED O.R.2559 PG.1695 POWERLINE EASEMENT

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CHAIN LINK FENCE GATE

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CHAIN LINK FENCE

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CHAIN LINK FENCE

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CHAIN LINK FENCE

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CHILLER ON CONCRETE PAD FFE=126.9

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BLOCK BUILDING

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CHILLER ON CONCRETE PAD-FFE=125.6

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FFE=125.69'

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CONCRETE

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ASPHALT

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ASPHALT

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ASPHALT

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SHED

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SHED

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CONCRETE

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ELECTRIC TRANSFORMER ON CONCRETE PAD FFE=121.45

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INCINERATOR ON CONCRETE PAD FFE=123.45

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CONCRETE

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CONCRETE RAMP

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GRAVEL

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EOP

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BOC

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GATE MOTOR FOR FENCE

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24"CH

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HANDRAIL

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HANDRAIL

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CONCRETE STEPS

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CONCRETE STEPS

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CONCRETE

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METAL TRANSMISSION LINE POLE

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CONCRETE TRANSMISSION LINE POLE

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CONCRETE RUBBLE

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CONCRETE RUBBLE

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INVERT 8"ADS PIPE ELEV.=124.26

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INVERT 8"ADS PIPE ELEV.=122.22

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ABOVE GROUND ELECTRIC BOX

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ELECTRIC CONTROL BOX

AutoCAD SHX Text TOP OF STORM GRATE ELEV.=118.17 INVERT 18"RCP EAST ELEV.=111.84 INVERT 18"RCP NORTH ELEV.=109.32

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UNDERGROUND ELECTRIC LINE

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UNDERGROUND ELECTRIC LINE

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PRIVATE LAMP POLE

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RETAINING WALL

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ELECTRIC CONTROL BOX

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8"CHILLER PIPE

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8"CHILLER PIPE

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2"STAND PIPE

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4"PVC ELEV.=124.77

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SSCO ELEV.=124.41

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GAS LINE

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EOP

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DUMPSTER

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DUMPSTER

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POSSIBLE UNDERGROUND ELECTRIC LINE

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PP

AutoCAD SHX Text O.R.359 PG.175 POWERLINE EASEMENT CORRECTIVE DEED O.R.2559 PG.1695 POWERLINE EASEMENT

CHAIN LINK FENCE GATE

THE FOLLOWING NARRATIVE OF THE STORMWATER POLLUTION PREVENTION

PLAN CONTAINS REFERENCES TO THE STANDARD SPECIFICATIONS FOR ROAD

AND BRIDGE CONSTRUCTION, THE DESIGN STANDARDS, AND OTHER SHEETS

OF THESE CONSTRUCTION PLANS. THE COMPLETE STORMWATER POLLUTION

PREVENTION PLAN INCLUDES SEVERAL ITEMS: THIS NARRATIVE

DESCRIPTION, THE DOCUMENTS REFERENCED IN THIS NARRATIVE, THE

CONTRACTOR'S APPROVED EROSION CONTROL PLAN REQUIRED BY

SPECIFICATION SECTION 104, AND REPORTS OF INSPECTIONS MADE DURING

CONSTRUCTION.

1.0 SITE DESCRIPTION:

1.A. NATURE OF CONSTRUCTION ACTIVITY:

THE PROJECT IS THE CONSTRUCTION OF A GRAVEL DRIVEWAY AND STAGING

AREA BEHIND THE ANIMAL SERVICES CENTER ON EASTERWOOD DRIVE.

SEQUENCE OF MAJOR SOIL DISTURBING ACTIVITIES:

IN THE SEDIMENT AND EROSION CONTROL PLAN, THE CONTRACTOR SHALL

PROVIDE A DETAILED SEQUENCE OF CONSTRUCTION FOR ALL CONSTRUCTION

ACTIVITIES. THE CONTRACTOR SHALL FOLLOW THE SEQUENCE OF MAJOR

ACTIVITIES DESCRIBED BELOW, UNLESS THE CONTRACTOR PROPOSES A

DIFFERENT SEQUENCE THAT IS EQUAL OR BETTER AT CONTROLLING

EROSION AND TRAPPING SEDIMENT AND IS APPROVED BY THE ENGINEER.

FOR EACH CONSTRUCTION PHASE, INSTALL PERIMETER CONTROLS AFTER

CLEARING AND GRUBBING NECESSARY FOR INSTALLATION OF CONTROLS BUT

BEFORE BEGINNING OTHER WORK FOR THE CONSTRUCTION PHASE. REMOVE

PERIMETER CONTROLS ONLY AFTER ALL UPSTREAM AREAS ARE STABILIZED.

A.SECURE APPROVAL TO COMMENCE CONSTRUCTION FROM ATTENDING A

PRE-CONSTRUCTION MEETING WITH THE ENVIRONMENTAL INSPECTOR ON

THE PROJECT SITE AND SUBSEQUENT INSPECTION AND APPROVAL OF

INSTALLATION OF PERIMETER EROSION CONTROLS.

B.POST ALL PLACECARDS (WITHOUT DRIVING NAILS IN TREES).

C.FLAG/STAKE THE LIMITS OF CONSTRUCTION.

D.INSTALL PERIMETER SEDIMENT AND EROSION CONTROLS.

E.CONSTRUCT TREE BARRICADES.

F.DESIGNATE VEHICLE PATHWAYS, MATERIAL STORAGE, PARKING,

STOCKPILING, AND FUELING AREAS AWAY FROM CPZ OF PROTECTED

TREES, WATERWAYS, AND WATERCOURSES.

G. INSTALL INLET PROTECTION AND CONVEYANCES.

H.CLEAR & GRUB REMAINDER OF SITE.

I. REMOVE SEDIMENTS FROM THE PIPES.

J. STABILIZE ALL DISTURBED AREAS.

K.TWO WEEKS PRIOR TO REQUESTING A FINAL ENVIRONMENTAL

INSPECTION; PROVIDE CLOSE-OUT DOCUMENTS AND OPERATING PERMIT

APPLICATION MATERIALS FOR REVIEW AND COMMENT.

1.A. AREA ESTIMATES:

TOTAL SITE AREA: 0.12 ACRES

TOTAL AREA TO BE DISTURBED: 0.12 ACRES

1.B. SOILS DATA:

THE SOILS WITHIN THE PROJECT LIMIT ARE ORANGEBURG FINE SANDY LOAM

LAND COMPLEX. THESE SOILS ARE WELL DRAINED.

1.C. OUTFALL INFORMATION:

THIS PROJECT AREA HAS 2 OUTFALLS.

#1 DESCRIPTION:

EXISTING STORM DRAIN SYSTEM ONSITE DISCHARGES TO EXISTING

DRY STORMWATER DETENTION POND

LOCATION: LATITIUDE 30° 27' 01.42” N, LONGITUDE, 84° 13' 07.31" W

RECEIVING WATER NAME: CITY OF TALLAHASSEE POND ID 63

#2 DESCRIPTION:

EXISTING STORM DRAIN SYSTEM FROM ENTIRE SITE AND

SURROUNDING AREA DISCHARGES TO EXISTING DRAINAGE SYSTEM

WHICH FLOWS TO A STREAM

LOCATION: LATITIUDE 30° 27' 10.06", LONGITUDE, 84° 13' 03.73" W

RECEIVING WATER NAME: UPPER LAKE LAFAYETTE

1.D. SITE MAP:

THE CONSTRUCTION PLANS ARE BEING USED AS THE SITE MAPS. THE

LOCATION OF THE REQUIRED INFORMATION IS DESCRIBED BELOW. THE

SHEET NUMBERS FOR THE PLAN SHEETS REFERENCED ARE IDENTIFIED ON

THE KEY SHEET OF THESE CONSTRUCTION PLANS.

* DRAINAGE PATTERNS: ANIMAL SERVICES CENTER STORMWATER IS

CONVEYED TO AN EXISTING STORM DRAIN SYSTEM WHICH CONVEYS TO

THE EXISTING DRY POND

* APPROXIMATE SLOPES: THE SLOPES WITHIN THE PROJECT LIMITS VARY.

SLOPES WITHIN THE PROJECT AREA RANGE FROM 2-12%.

* AREAS OF SOIL DISTURBANCE: THE AREAS TO BE DISTURBED ARE

INDICATED ON THE SITE PLAN SHEETS.

* AREAS NOT TO BE DISTURBED: CONTRACTOR SHALL NOT DISTURB ANY

AREAS OUTSIDE OF WHAT IS SHOWN ON THE ROADWAY PLANS.

* LOCATIONS OF TEMPORARY CONTROLS: LOCATIONS OF TEMPORARY

CONTROLS CAN BE FOUND ON THE EROSION CONTROL PLANS.

* AREAS TO BE STABILIZED: TEMPORARY STABILIZATION

SHALL BE PERFORMED FOR ANY DISTURBED AREA. PERMANENT

STABILIZATION IS SHOWN ON THE TYPICAL SECTION SHEETS.

* SURFACE WATERS: THERE ARE NO SURFACE WATERS IN THE PROJECT

AREA. SEDIMENT BARRIER WILL BE PLACED TO PREVENT IMPACT TO THE

EXISTING WATER COURSE.

1.A. RECEIVING WATERS:

SEE ITEM 1.D. FOR THE OUTFALL LOCATIONS AND RECEIVING WATER NAMES.

THERE ARE NO WETLAND AREAS ADJACENT TO THE PROJECT. THIS

PROJECT WILL NOT IMPACT ANY WETLANDS.

2.0 CONTROLS:

2.A. EROSION AND SEDIMENT CONTROLS:

IN THE SEDIMENT AND EROSION CONTROL PLAN, THE CONTRACTOR SHALL

DESCRIBE THE PROPOSED STABILIZATION AND STRUCTURAL PRACTICES

BASED ON THE CONTRACTOR'S PROPOSED TEMPORARY TRAFFIC CONTROL

(TTC) PLAN. AS WORK PROGRESSES, THE CONTRACTOR SHALL MODIFY THE

PLAN TO ADAPT TO SEASONAL VARIATION, CHANGES IN CONSTRUCTION

ACTIVITIES, AND THE NEED FOR BETTER PRACTICES.

FOR EACH CONSTRUCTION PHASE, INSTALL PERIMETER CONTROLS AFTER

CLEARING AND GRUBBING NECESSARY FOR INSTALLATION OF CONTROLS BUT

BEFORE BEGINNING OTHER WORK FOR THE CONSTRUCTION PHASE.

REMOVE PERIMETER CONTROLS ONLY AFTER ALL UPSTREAM AREAS ARE

STABILIZED.

2.A.1 STABILIZATION PRACTICES:

IN THE SEDIMENT AND EROSION CONTROL PLAN, THE CONTRACTOR SHALL

DESCRIBE THE STABILIZATION PRACTICES PROPOSED TO CONTROL EROSION.

THE CONTRACTOR SHALL INITIATE ALL STABILIZATION MEASURES AS SOON

AS PRACTICAL, BUT IN NO CASE MORE THAN 7 DAYS, IN PORTIONS OF THE

SITE WHERE CONSTRUCTION ACTIVITIES HAVE TEMPORARILY OR

PERMANENTLY CEASED. THE STABILIZATION PRACTICES SHALL INCLUDE AT

LEAST THE FOLLOWING, UNLESS OTHERWISE APPROVED BY THE ENGINEER.

TEMPORARY:

* ARTIFICIAL COVERINGS IN ACCORDANCE WITH THE EROSION &

SEDIMENT CONTROL MANUAL.

PERMANENT:

* ASPHALT OR CONCRETE SURFACE.

* SOD IN ACCORDANCE WITH FDOT SPECIFICATION SECTION 570.

2.A.2 STRUCTURAL PRACTICES:

IN THE SEDIMENT AND EROSION CONTROL PLAN, THE CONTRACTOR SHALL

DESCRIBE THE PROPOSED STRUCTURAL PRACTICES TO CONTROL OR TRAP

SEDIMENT AND OTHERWISE PREVENT THE DISCHARGE OF POLLUTANTS

FROM EXPOSED AREAS OF THE SITE. SEDIMENT CONTROLS SHALL BE IN

PLACE BEFORE DISTURBING SOIL UPSTREAM OF THE CONTROL. THE

STRUCTURAL PRACTICES SHALL INCLUDE AT LEAST THE FOLLOWING, UNLESS

OTHERWISE APPROVED BY THE ENGINEER:

TEMPORARY:

* SEDIMENT BARRIERS IN ACCORDANCE WITH THE EROSION AND

SEDIMENT CONTROL MANUAL.

* INLET PROTECTION IN ACCORDANCE WITH THE EROSION AND

SEDIMENT CONTROL MANUAL.

PERMANENT:

* SOD.

2.A. STORMWATER MANAGEMENT: NOT APPLICABLE

2.B. OTHER CONTROLS:

2.C.1 WASTE DISPOSAL:

IN THE SEDIMENT AND EROSION CONTROL PLAN, THE CONTRACTOR SHALL

DESCRIBE THE PROPOSED METHODS TO PREVENT THE DISCHARGE OF

SOLID MATERIALS, INCLUDING BUILDING MATERIALS, TO WATERS OF THE

UNITED STATES. THE PROPOSED METHODS SHALL INCLUDE AT LEAST THE

FOLLOWING, UNLESS OTHERWISE APPROVED BY THE ENGINEER:

* PROVIDING LITTER CONTROL AND COLLECTION WITHIN THE PROJECT

DURING CONSTRUCTION ACTIVITIES.

* DISPOSING OF ALL FERTILIZER OR OTHER CHEMICAL CONTAINERS

ACCORDING TO EPA'S STANDARD PRACTICES AS DETAILED BY THE

MANUFACTURER.

* DISPOSING OF SOLID MATERIALS INCLUDING BUILDING AND

CONSTRUCTION MATERIALS OFF THE PROJECT SITE BUT NOT IN SURFACE

WATERS, OR WETLANDS.

2.C.2 OFF-SITE VEHICLE TRACKING & DUST CONTROL:

IN THE SEDIMENT AND EROSION CONTROL PLAN, THE CONTRACTOR SHALL

DESCRIBE THE PROPOSED METHODS FOR MINIMIZING OFFSITE VEHICLE

TRACKING OF SEDIMENTS AND GENERATING DUST. THE PROPOSED

METHODS SHALL INCLUDE AT LEAST THE FOLLOWING, UNLESS OTHERWISE

APPROVED BY THE ENGINEER.

* COVERING LOADED HAUL TRUCKS WITH TARPAULINS.

* REMOVING EXCESS DIRT FROM ROADS DAILY.

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* STABILIZING CONSTRUCTION ENTRANCES.

* USING ROADWAY SWEEPERS DURING DUST GENERATING ACTIVITIES SUCH

AS EXCAVATION AND MILLING OPERATIONS.

2.C.3 STATE AND LOCAL REGULATIONS FOR WASTE DISPOSAL,

SANITARY SEWER, OR SEPTIC TANK REGULATIONS:

IN THE SEDIMENT AND EROSION CONTROL PLAN, THE CONTRACTOR SHALL

DESCRIBE THE PROPOSED PROCEDURES TO COMPLY WITH APPLICABLE

STATE AND LOCAL REGULATIONS FOR WASTE DISPOSAL, AND SANITARY

SEWER OR SEPTIC SYSTEMS.

2.C.4 FERTILIZERS AND PESTICIDES:

IN THE SEDIMENT AND EROSION CONTROL PLAN, THE CONTRACTOR SHALL

DESCRIBE THE PROCEDURES FOR APPLYING FERTILIZERS AND PESTICIDES.

THE PROPOSED PROCEDURES SHALL COMPLY WITH APPLICABLE

SUBSECTIONS OF SECTION 570 OF THE SPECIFICATIONS.

2.C.5 TOXIC SUBSTANCES:

IN THE SEDIMENT AND EROSION CONTROL PLAN, THE CONTRACTOR SHALL

PROVIDE A LIST OF TOXIC SUBSTANCES THAT ARE LIKELY TO BE USED ON

THE JOB AND PROVIDE A PLAN ADDRESSING THE GENERATION,

APPLICATION, MIGRATION, STORAGE, AND DISPOSAL OF THESE…