Oak_Meadows_WSF_Drainage-Drawings.pdf

PDF 12 MB Posted Sep 11, 2024

Attached to: Oak Meadows Water Supply Facility Drainage Improvements
Solicitation number: Y25-710
Issued by: Orange County, Orlando City, Florida

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Written by GovTribe AI · May 11, 2025

These construction drawings are for the Orange County Utilities Department's Oak Meadows Water Supply Facility (WSF) Drainage Improvements project located at 226 Dorscher Road in Orlando, Florida. The project involves drainage-related improvements at the existing ground storage tank discharge area, specifically focused on erosion control measures. The improvements include constructing a retention wall, implementing swales and check dams to minimize water energy and velocity, and addressing existing erosion issues. The bid set is dated January and includes comprehensive civil, structural, and site plans detailing the proposed drainage system modifications.

The project documents indicate a total estimated construction cost of $1,050,950.00, with electronic bid submissions being accepted through the OpenGov e-Procurement Platform until 4:00 pm EST on Thursday, November 7, 2024. The technical specifications outline detailed requirements for erosion prevention, construction methods, dewatering, and environmental protection. The drawings specify the use of specific materials such as 16" DIP drain lines, concrete walls with varied elevations, rip-rap areas, and stabilized sod zones with turf reinforcement matting. Contractors will be required to follow strict water quality standards, manage sediment control, and restore disturbed areas to their original or better condition.

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Oak_Meadows_Water_Supply_Facility_Drainage_Improvements_(Addendum_#5_Revision).pdf	PDF	Oct 8, 2024
Oak_Meadows_WSF_Drainage-Specs.pdf	PDF	Sep 11, 2024

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CLIENT INFORMATION:PROJECT LOCATION:

PROJECT DESCRIPTION / NOTES:

Tt PROJECT No.:

ISSUED:

OCU PO C20905D011

ORANGE COUNTY UTILITIES

OAK MEADOWS WATER SUPPLY FACILITY (WSF)

DRAINAGE IMPROVEMENTS

226 DORSCHER ROAD, ORLANDO,FL

ORANGE COUNTY, FL

200-10034-23001

ORANGE COUNTY UTILITIES

9150 CURRY FORD ROAD

ORLANDO, FLORIDA

201 EAST PINE STREET, SUITE 1000

ORLANDO, FLORIDA 32803

407-839-3955 FAX: 407-839-3790

VICINITY MAP:

PROJECT

LOCATION

ORANGE COUNTY BOARD

OF COUNTY COMMISSIONERS

ORANGE COUNTY MAYOR

JERRY L. DEMINGS

COUNTY ADMINISTRATOR

BYRON W. BROOKS, A.I.C.P.

DIRECTOR, ORANGE COUNTY UTILITIES DEPARTMENT

ED TORRES, M.S., P.E., LEED AP

CONSTRUCTION DRAWINGS

FOR

PREPARED FOR

UTILITIES ENGINEERING

ORANGE COUNTY, FLORIDA

ORANGE COUNTY BOARD

OF COUNTY COMMISSIONERS

DISTRICT 1

NICOLE H. WILSON

DISTRICT 2

CHRISTINE MOORE

DISTRICT 3

MAYRA URIBE

DISTRICT 4

MARIBEL GOMEZ CORDERO

DISTRICT 5

EMILY BONILLA

DISTRICT 6

MICHAEL "MIKE" SCOTT

BID SET - JANUARY

DRAINAGE-RELATED IMPROVEMENTS TO BE IMPLEMENTED AT THE ORANGE COUNTY UTILITIES

(OCU), OAK MEADOWS WATER SUPPLY FACILITY (WSF), CONSISTING OF EROSION CONTROL

MEASURES AT THE EXISTING GROUND STORAGE TANK (GST) DISCHARGE AREA BY CHANNELIZING

DISCHARGED WATERS BY THE CONSTRUCTION OF A RETENTION WALL AND THE COMBINATION OF

SWALES AND CHECK DAMS TO AIDE IN MINIMIZING ENERGY AND VELOCITY.

Checked By:

Drawn By:

Project No.:

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BID SET

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DEWATERING:

1. ALL DEWATERING COSTS ASSOCIATED WITH THE INSTALLATION AND CONSTRUCTION OF THE UNDERGROUND UTILITIES; STORM WATER PIPES AND MANHOLES; SANITARY SEWER MAINS, FORCE MAINS, MANHOLES, LIFT STATIONS; AND STORM WATER MANAGEMENT SYSTEMS SHALL BE INCLUDED AS PART OF THE CONSTRUCTION BID COSTS. THE CONTRACTOR SHALL SUBMIT FOR WATER USE

PERMITS IF REQUIRED FOR DEWATERING ACTIVITIES.

2. DURING CONSTRUCTION, NO DIRECT DISCHARGE OF WATER TO DOWNSTREAM RECEIVING WATERS WILL BE ALLOWED. THE CONTRACTOR IS RESPONSIBLE FOR MAINTAINING WATER QUALITY, AND SHALL ROUTE DISCHARGE WATER IN SUCH A MANNER TO

ADEQUATELY REMOVE SILT PRIOR TO RUNOFF FROM SITE.

EROSION PREVENTION AND CONTROL CONSTRUCTION NOTES:

1. ALL EROSION PREVENTION AND CONTROL MEASURES MUST BE INSPECTED AND APPROVED BY THE OWNER COMPLIANCE PERSONNEL PRIOR TO ANY CONSTRUCTION ACTIVITIES. REMOVAL OF THESE SAME EROSION CONTROLS AND PREVENTION MEASURES MAY BE DONE ONLY AFTER AUTHORIZATION BY THE OWNER COMPLIANCE PERSONNEL IS OBTAINED. COSTS FOR ALL SUBMITTALS, COORDINATION, AND APPROVALS WILL BE AT THE CONTRACTOR'S EXPENSE.

2. ALL SURFACE WATER DISCHARGE FROM THIS SITE, INCLUDING DEWATERING DISCHARGE SHALL MEET STATE WATER QUALITY STANDARDS (LESS THAN 29 NTU ABOVE BACKGROUND) PRIOR TO REACHING ANY WATERS OF THE STATE, INCLUDING WETLANDS.

DEWATERING DISCHARGE LOCATIONS MUST BE SUBMITTED AND APPROVED BY COUNTY, PRIOR TO COMMENCEMENT OF

CONSTRUCTION EFFORTS.

3. IN THE EVENT THAT THE EROSION PREVENTION AND CONTROL DEVICES SHOWN IN THESE PLANS PROVE NOT TO BE EFFECTIVE, ALTERNATE METHODS FOR MAINTAINING STATE WATER QUALITY STANDARDS FOR DISCHARGE FROM THE CONSTRUCTION SITE WILL BE REQUIRED. ONE EFFECTIVE ALTERNATIVE METHOD INCLUDES THE INDUCTION OF ALUMINUM SULFATE (ALUM) INTO THE DISCHARGE FROM THE CONSTRUCTION SITE. NOTE THAT ANY ALTERNATE EROSION PREVENTION AND CONTROL DEVICES MUST BE APPROVED BY

COUNTY COMPLIANCE PERSONNEL PRIOR TO PLACEMENT.

4. CONTRACTOR IS TO PROVIDE EROSION CONTROL/SEDIMENTATION BARRIER (SILTATION CURTAIN) TO PREVENT SILTATION OF ADJACENT PROPERTY STREETS, STORM SEWERS, AND WATERWAYS. IN ADDITION, CONTRACTOR SHALL PLACE SUITABLE MATERIAL ON GROUND IN AREAS WHERE CONSTRUCTION RELATED TRAFFIC IS TO ENTER AND EXIT THE SITE. IF, IN THE OPINION OF THE ENGINEER AND/OR LOCAL AUTHORITIES, EXCESSIVE QUANTITIES OF EARTH ARE TRANSPORTED OFF-SITE EITHER BY NATURAL DRAINAGE OR VEHICULAR TRAFFIC, THE CONTRACTOR IS TO REMOVE AND CLEAN THE SYSTEM TO THE SATISFACTION OF THE ENGINEER AND/OR AUTHORITIES AT THEIR COST. THE CONTRACTOR IS REQUIRED TO OBTAIN NPDES, SWPPP PERMITS AND MAINTAIN

BMPS.

5. THE CONTRACTOR SHALL PROVIDE ROUTINE MAINTENANCE OF PERMANENT AND TEMPORARY EROSION CONTROL FEATURES UNTIL THE PROJECT IS COMPLETE. ATTENTION IS DIRECTED TO THE CONTRACTOR TO ADHERE TO COUNTY STANDARDS FOR DOUBLE-ROW

SILT FENCING AS SHOWN ON THE STANDARD DETAILS.

6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE MAINTENANCE OF ALL RETENTION AND DETENTION FACILITIES AND ALL LANDSCAPE BUFFERS, THROUGH THE DURATION OF THE PROJECT, AND UNTIL THE WORK IS ACCEPTED BY COUNTY. ALL DISRUPTED

AREAS SHALL BE RETURNED TO THEIR ORIGINAL CONDITION OR BETTER CONDITION.

INDEX OF DRAWINGS

SHEET No. DESCRIPTION

G-001 COVER

G-002 GENERAL NOTES

G-003 LEGEND, ABBREVIATIONS AND SYMBOLS

V-101 EXISTING CONDITIONS

C-101 EROSION CONTROL & DEMOLITION PLAN

C-102 SITE PLAN

C-103 GEOMETRY PLAN

C-104 GRADING PLAN

C-501 CIVIL DETAILS

C-502 CIVIL DETAILS

S-001 STRUCTURAL GENERAL NOTES

S-101 RETAINING WALLS PLAN AND SECTIONS

S-501 STANDARD DETAILS

GENERAL NOTES:

1. BENCHMARK FOR CONSTRUCTION IS PROVIDED ON SHEET V-101 AND C-101.

2. SHOP DRAWINGS OF ALL MATERIALS BEING USED SHALL BE SUBMITTED TO THE ENGINEER FOR APPROVAL PRIOR TO

INSTALLATION.

3. IT WILL BE THE RESPONSIBILITY OF THE CONTRACTOR TO ENSURE THAT ALL REQUIRED PERMITS ARE OBTAINED AND IN HAND BEFORE BEGINNING ANY CONSTRUCTION. NO CONSTRUCTION OR FABRICATION OF ANY ITEM SHALL BEGIN UNTIL THE CONTRACTOR HAS RECEIVED ALL PERMITS AND ANY OTHER DOCUMENTATION FROM ALL OF THE PERMITTING AND ANY OTHER REGULATORY AUTHORITIES. ANY PENALTIES, STOP WORK ORDERS OR ADDITIONAL WORK RESULTING FROM THE CONTRACTOR BEING IN VIOLATION OF THE REQUIREMENTS ABOVE, SHALL BE FULLY BORNE BY THE CONTRACTOR. CONTRACTOR SHALL NOTIFY

THE JURISDICTIONS AND AGENCIES AS REQUIRED BY PERMIT.

4. THE LOCATION OF ALL EXISTING UTILITIES AND STORM DRAINAGE SHOWN ON THE PLANS HAVE BEEN DETERMINED FROM THE BEST INFORMATION AVAILABLE AND ARE GIVEN FOR THE CONVENIENCE OF THE CONTRACTOR. THE ENGINEER ASSUMES NO RESPONSIBILITY FOR INACCURACY. PRIOR TO THE START OF ANY CONSTRUCTION ACTIVITY IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE VARIOUS UTILITIES AND TO MAKE THE NECESSARY ARRANGEMENTS FOR ANY RELOCATION OF THESE UTILITIES WITH THE OWNER OF THE UTILITY. THE CONTRACTOR SHALL FIELD LOCATE EXISTING UTILITIES INCLUDING SOFT DIGS TO VERIFY EXISTING UTILITIES PRIOR TO ORDERING MATERIALS. CONTRACTOR SHALL EXERCISE EXTREME CAUTION WHEN CROSSING UNDERGROUND UTILITIES, WHETHER SHOWN ON THE PLAN OR LOCATED BY THE UTILITY COMPANY, ANY DAMAGE CAUSED TO EXISTING UTILITIES WILL BE BORNE BY THE CONTRACTOR AT NO EXPENSE TO THE OWNER OR THE OWNER OF THE UTILITY. IN SOME CASES UTILITY DISTURBANCE FEE MAY APPLY, SEE SPECIFICATIONS. ALL UTILITIES WHICH INTERFERE WITH THE PROPOSED CONSTRUCTION SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER FIRST. ANY FEES ASSOCIATED WITH UTILITY RELOCATIONS SHALL BE BORNE IN ACCORDANCE WITH RESPECTIVE UTILITY COMPANY STANDARDS. IT IS REQUESTED UTILITY COMPANIES MOVE THEIR PARTICULAR UTILITIES, ANY DELAY OR INCONVENIENCE CAUSED TO THE CONTRACTOR BY THE RELOCATION OF THE VARIOUS UTILITIES SHALL BE INCIDENTAL TO THE CONTRACT AND NO EXTRA

COMPENSATION WILL BE ALLOWED.

5. THE CONTRACTOR SHALL NOTIFY THE OWNER AND THE ENGINEER AT LEAST 48 HOURS PRIOR TO BEGINNING CONSTRUCTION AND AT LEAST 48 HOURS BEFORE REQUIRED INSPECTION ON EACH AND EVERY PHASE OF WORK. THE CONTRACTOR SHALL NOTIFY THE OWNER AND THE ENGINEER A MINIMUM OF 48 HOURS NOTICE PRIOR TO ANY SCHEDULED TESTING. NO PRESSURE TESTING, OR FINAL TESTING WILL BE ACCEPTED UNLESS WITNESSED BY THE ENGINEER'S REPRESENTATIVE.

6. THE CONTRACTOR SHALL NOTIFY THE OWNER AND THE ENGINEER AT LEAST 48 HOURS FOR POWER DISCONNECTION PRIOR TO

ANY EXCAVATION OR EXPLORATORY WORK AROUND BURIED ELECTRICAL CABLES.

7. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PREVENTING ANY CONSTRUCTION ACTIVITIES FROM TAKING PLACE OUTSIDE OF THE LIMITS OF CONSTRUCTION SHOWN ON THE PLANS. ANY ON-SITE OR OFFSITE AREAS DISTURBED SHALL BE RESTORED TO ORIGINAL CONDITION OR BETTER. NEED TO SHOW THE LOC FOR CONTRACTOR TO BE AWARE OF THE LIMITS. C-102

8. THE CONTRACTOR SHALL MAINTAIN A CURRENT SET OF CONSTRUCTION PLANS AND ALL PERMITS ON THE JOB SITE DURING ALL

PHASES OF CONSTRUCTION.

9. TOPOGRAPHIC ELEVATIONS INFORMATION SHOWN HEREON ARE RELATIVE TO (NAVD88) WITH DIRECT TIES TO PUBLISHED

ORANGE COUNTY SURVEY BENCHMARKS;

* #L-1188026 - ELEVATION 97.426', 3-1/2" ORANGE COUNTY ALUMINUM DISK "SURVEY MARKER" ON THE WEST SIDE OF CURB

INLET, ON WEST SIDE OF DORSCHER RD. AND 40'± NORTH OF ℄ OF TALLOWTREE LN.

* #L-1188022 - ELEVATION 114.971' ORANGE COUNTY CONTROL DISK IN SOUTH SIDE OF CURB INLET ON THE SOUTHEAST

CORNER OF TALLOWTREE LN. AND CHERRY LAUREL DR.

TOPOGRAPHIC SURVEY PROVIDED BY: BARNES, FERLAND AND ASSOCIATES, INC. (BFA) ENVIRONMENTAL CONSULTANTS, 1230

HILCREST ST., ORLANDO, FLORIDA 32803.

10. TESTING SHALL BE AS STATED IN THE PROJECT MANUAL.

11. ALL EXCESS CLEAN FILL FROM SITE SHALL BE STOCKPILED BY THE CONTRACTOR, IN A LOCATION DETERMINED BY THE OWNER OR THE OWNER'S REPRESENTATIVE AND THE ENGINEER. TOP SOIL, DEBRIS AND UNSUITABLE MATERIALS SHALL BE REMOVED

FROM THE SITE.

12. THE CONTRACTOR MUST BECOME FAMILIAR WITH THE OVERALL SITE CONDITIONS AND PERFORM ADDITIONAL INVESTIGATIONS AS DETERMINED NECESSARY TO UNDERSTAND THE LIMIT AND DEPTH OF EXPECTED RIP-RAP MATERIAL, ADEQUACY OF EXISTING MATERIALS AS FILL, DEWATERING REQUIREMENTS, CLEAN FILL REQUIRED FROM OFFSITE, AND MATERIALS TO BE DISPOSED OF OFFSITE. ANY DELAY, INCONVENIENCE, OR EXPENSE CAUSED TO THE CONTRACTOR DUE TO INADEQUATE INVESTIGATION OF EXISTING CONDITIONS SHALL BE INCIDENTAL TO THE CONTRACT, AND NO EXTRA COMPENSATION WILL BE ALLOWED. THE CONTRACTOR MAY HAVE TO IMPORT MATERIALS, AT NO EXTRA COST, FROM OFFSITE TO MEET THE REQUIREMENTS FOR

COMPACTION AND PROPER FILL.

DEMOLITION:

1. THE CONTRACTOR SHALL OBTAIN NECESSARY PERMITS AND LICENSES FOR PERFORMING THE DEMOLITION WORK AND SHALL FURNISH A COPY OF SAME TO THE ENGINEER PRIOR TO COMMENCING THE WORK. THE CONTRACTOR SHALL COMPLY WITH THE REQUIREMENTS OF THE PERMITS. UNUSABLE SOIL AND ROCKS SHALL BE HAULED AWAY FROM THE SITE AT THE EXPENSE OF THE

CONTRACTOR TO INCLUDE ALL HAUL ROUTE PERMITTING.

2. THE CONTRACTOR SHALL PROTECT ALL UTILITIES AND OTHER IMPROVEMENTS SHOWN ON THESE PLANS AND UTILITIES AND OTHER IMPROVEMENTS NOT SHOWN. THE CONTRACTOR SHALL ASSUME RESPONSIBILITY FOR REPAIRS OF UTILITIES AND OTHER IMPROVEMENTS DAMAGED DURING CONSTRUCTION AND SHALL MAINTAIN SUFFICIENT PROTECTION FOR ALL UTILITIES REQUIRED

TO PROTECT THEM FROM DAMAGE AND TO PROTECT THE PUBLIC DURING CONSTRUCTION.

3. THE CONTRACTOR IS RESPONSIBLE FOR THE PROTECTION OF ALL TREES, STRUCTURES, AND UTILITIES NOT MARKED FOR REMOVAL OR DEMOLITION AND SHALL PROMPTLY REPAIR ANY DAMAGE AS DIRECTED BY THE ENGINEER AT NO COST TO THE OWNER. WHERE NEEDED ADDITIONAL TREE PRUNING WILL BE REQUIRED TO APPROPRIATE AROUND THE LIMITS OF CONSTRUCTION, CONTRACTOR SHALL PRUNE TREE LIMBS AND PROVIDE APPROPRIATE TREE PROTECTION.

4. CLEAR AREAS INDICATED SHALL BE COMPLETELY CLEAR OF ALL RIP-RAP ROCKS TIMBER, BRUSH, STUMPS, ROOTS, GRASS, WEEDS, RUBBISH, AND ALL OTHER DEBRIS AND OBSTRUCTIONS RESTING ON OR PROTRUDING THROUGH THE SURFACE OF THE

GROUND. REFER TO SPECIFICATIONS MANUAL.

5. TREE REMOVAL SHALL BE COMPLETE TO INCLUDE STUMP AND ROOTS TO 12" BELOW THE SOIL. WHERE TREES ARE SHOWN TO BE REMOVED BUT ARE INTERTWINED WITH EXISTING TREES, THE CONTRACTOR MAY LEAVE THE STUMP AND ROOTS.

6. CONTRACTOR SHALL TAG TREES IDENTIFIED ON THE PLANS IN THE FIELD AND NOTIFY OCU AND THE ENGINEER ONE WEEK BEFORE REMOVAL. TREES NOT MARKED FOR REMOVAL SHALL BE PROTECTED IN ACCORDANCE WITH ORANGE COUNTY

REGULATIONS.

7. THE CONTRACTOR SHALL REMOVE UNSALVAGEABLE MATERIALS AND YARD WASTE FROM THE SITE IMMEDIATELY AND DISPOSE

OF IN ACCORDANCE WITH APPLICABLE FEDERAL, STATE, AND LOCAL REGULATIONS.

OTHER UTILITY INFORMATION:

1. CHAPTER 553 - 851 OF THE FLORIDA STATUTES REQUIRES THAT AN EXCAVATOR NOTIFY GAS UTILITIES A MINIMUM OF TWO (2) WORKING DAYS PRIOR TO EXCAVATING. THE DRAWINGS SHOW ONLY THE APPROXIMATE LOCATION OF GAS MAINS AND DO NOT

SHOW SERVICE LINES.

2. ALL JOINTS SHALL BE MECHANICAL RESTRAINT AND BELLS TO BE PAINTED RED.

EARTHWORK, GRADING, STABILIZATION, PAVING AND STORM DRAINAGE NOTES:

1. COMPACT ALL UTILITY TRENCHES TO 98% OF THE MODIFIED PROCTOR MAXIMUM DENSITY (AASHTO T - 180).

2. ALL ORGANIC SOILS BELOW UTILITY TRENCHES SHALL BE REMOVED AND REPLACED WITH SUITABLE MATERIAL AND COMPACTED

TO NO LESS THAN 98% OF THE MODIFIED PROCTOR MAXIMUM DENSITY (AASHTO T - 180).

3. ALL AREAS DISTURBED BY CONSTRUCTION ACTIVITIES SHALL BE STABILIZED WITH SOD.

4. THE REINFORCED CONCRETE PIPE SHALL BE CLASS III WITH WALL THICKNESS "B" CONFORMING TO ASTM C - 76 OR AWWA 302 - 74

AND GASKETS SHALL BE IN ACCORDANCE WITH ASTM C - 443 OR ASTM D - 412.

5. ALL PIPE CALL OUTS ARE MEASURED CENTER LINE TO CENTER LINE FOR MANHOLES AND INLETS AND FROM THE END OF THE PIPE

FOR MITERED END SECTIONS.

6. THE CONTRACTOR MUST INSTALL AND MAINTAIN GRASS OR SOD ON EXPOSED SLOPES WITHIN 48 HOURS OF COMPLETED FINAL GRADES, AS NOTED ON PLANS, AND AT ANY OTHER TIME AS NECESSARY TO PREVENT EROSION, SEDIMENTATION OR TURBID DISCHARGES TO ANY DOWNSTREAM WATER BODY, WETLAND, OR OFF-SITE PROPERTY. SODDING ON SLOPES 3:1 AND STEEPER

SHALL BE STAKED.

7. THE CONTRACTOR SHALL TAKE ALL MEASURES NECESSARY TO CONTROL TURBIDITY AND SEDIMENT INCLUDING, BUT NOT LIMITED TO, THE INSTALLATION OF TURBIDITY BARRIERS AND SILT FENCES AT ALL LOCATIONS WHERE THE POSSIBILITY OF TRANSFERRING SUSPENDED SOLIDS INTO THE RECEIVING WATER BODY EXISTS DUE TO THE PROPOSED WORK. TURBIDITY AND SEDIMENT BARRIERS MUST BE MAINTAINED AT ALL LOCATIONS UNTIL CONSTRUCTION IS COMPLETED AND DISTURBED SOIL AREAS ARE STABILIZED. THE CONTRACTOR SHALL ALSO BE RESPONSIBLE FOR REMOVING THE BARRIERS. AT NO TIME SHALL THERE BE ANY OFFSITE DISCHARGE WHICH VIOLATES THE WATER QUALITY STANDARDS IN CHAPTERS 62-302 AND 62-4, FLORIDA ADMINISTRATIVE

CODE.

8. ALL SWALES, DITCHES MAXIMUM SIDE AND BACK SLOPES MUST NOT BE GREATER THAN 3 TO 1, UNLESS OTHERWISE SPECIFIED ON

THE PLAN SHEETS AND SUFFICIENT STABILIZATION IS PROVIDED.

9. CONCRETE EROSION CONTROL MUST BE PROVIDED WHERE SWALES OR CULVERTS INTERCEPT DRAINAGE DITCHES.

SAFETY AND PROJECT AESTHETICS:

IT IS THE CONTRACTOR'S SOLE RESPONSIBILITY TO PROVIDE ALL NECESSARY SAFETY PRECAUTIONS MEETING THE OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION (OSHA) AND ALL LOCAL, STATE AND FEDERAL REQUIREMENTS AT ALL TIMES.

1. THE CONTRACTOR IS TO EMPLOY ALL NECESSARY MEANS AND METHODS TO MINIMIZE RISK AND IMPACTS TO ALL EXISTING

FACILITIES WITHIN THE WORK LIMITS AND TO MAKE RECOMMENDATIONS AND/OR TO IMPLEMENT ADDITIONAL SAFETY

PRECAUTIONS AS THEY SEE FIT TO MINIMIZE POTENTIAL IMPACTS.

2. CONTRACTOR WILL BE RESPONSIBLE FOR MAINTAINING ALL WORK AREAS, KEEPING THE SITE CLEAN DURING, AND AT THE END

OF, EACH DAY, REMOVING DEBRIS AND TRASH AND MAINTAINING WORK AREAS AT ALL TIMES.

3. THE CONTRACTOR SHALL TAKE ALL NECESSARY PRECAUTIONS TO PREVENT INJURY TO THE PUBLIC.

SPILL CONTROL NOTES:

1. IN ADDITION TO THE GOOD HOUSEKEEPING AND MATERIAL MANAGEMENT PRACTICES DISCUSSED IN THE PREVIOUS NOTES OF THIS PLAN, THE FOLLOWING PRACTICES WILL BE FOLLOWED FOR SPILL PREVENTION AND CLEANUP. ANY COSTS ASSOCIATED

WITH SPILL CLEANUP ARE THE SOLE RESPONSIBILITY OF THE CONTRACTOR.

a. MANUFACTURERS' RECOMMENDED METHODS FOR SPILL CLEANUP WILL BE CLEARLY POSTED AND SITE PERSONNEL WILL BE MADE AWARE OF THE PROCEDURES AND THE LOCATION OF THE INFORMATION AND CLEANUP SUPPLIES.

b. ALL SPILLS WILL BE CLEANED UP IMMEDIATELY AFTER DISCOVERY.

c. SPILLS OF TOXIC OR HAZARDOUS MATERIAL DURING CONSTRUCTION WILL BE REPORTED TO THE APPROPRIATE STATE OR

LOCAL GOVERNMENT AGENCY, REGARDLESS OF SIZE.

d. THE SPILL PREVENTION PLAN WILL BE ADJUSTED TO INCLUDE MEASURES TO PREVENT THIS TYPE OF SPILL FROM REOCCURRING AND HOW TO CLEAN UP THE SPILL IF THERE IS ANOTHER ONE. A DESCRIPTION OF THE SPILL, WHAT CAUSED

IT, AND THE CLEANUP MEASURES WILL ALSO BE INCLUDED.

e. THE SITE SUPERINTENDENT RESPONSIBLE FOR THE DAY-TO-DAY SITE OPERATIONS WILL BE THE SPILL PREVENTION AND

CLEANUP COORDINATOR.

f. THE CONTRACTOR IS RESPONSIBLE TO SUBMIT A CONTRACTOR'S ASSISTANCE REQUEST (CAR) TO THE OWNER’S REPRESENTATIVE FOR ANY INTERACTION REQUIRING THE INVOLVEMENT OF THE OWNER’S OPERATIONAL STAFF INCLUDING BUT NOT LIMITED TO THE FOLLOWING EXAMPLES: EXISTING VALVE ACTUATION, PROCESS INTERRUPTIONS, EQUIPMENT OPERATION INTERRUPTION, POWER INTERRUPTION, FLOW DIVERSIONS, TRAINING. THE CONTRACTOR WILL NOT HAVE CONTACT WITH THE OPERATIONS STAFF WITHOUT OWNER’S REPRESENTATIVE’S KNOWLEDGE. THE OWNER’S REPRESENTATIVE RESERVES THE RIGHT TO DIRECT THE CONTRACTOR TO PROVIDE A CAR AT HIS DISCRETION. UNLESS OTHERWISE NOTED BY THE OWNER’S REPRESENTATIVE, A CAR SHALL BE SUBMITTED A MINIMUM OF SEVEN (7) CALENDAR DAYS IN ADVANCE OF THE INTENDED OPERATION NOTED WITHIN THE CAR. UNLESS OTHERWISE NOTED WITHIN THE CONTRACT DOCUMENTS, FOR ALL ACTIVITIES AFFECTING TREATMENT PROCESS OPERATION, A CAR SHALL BE SUBMITTED A MINIMUM OF THIRTY (30) DAYS IN ADVANCE OF THE SCHEDULED ACTIVITY. UNLESS OTHERWISE NOTED WITHIN THE CONTRACT DOCUMENTS, THE SCHEDULE FOR PERFORMING WORK WHICH WILL REQUIRE SHUTTING DOWN A UNIT PROCESS MUST BE COORDINATED WITH THE OWNER BY CAR SUBMITTAL A MINIMUM OF THIRTY (30) DAYS IN ADVANCE OF THE

SCHEDULED ACTIVITY. REFERENCE A BLANK COPY OF THE FORM WITHIN THIS SECTION.

SECTION REFERENCE

X-XX

AAP ALARM ANNUNCIATOR PANEL

AARV AUTOMATIC AIR RELEASE

VALVE

AAV AUTOMATIC AIR VENT

AB ANCHOR BOLT

ABAN ABANDON(ED)

ABRSV ABRASIVE

ABS ACRYLONITRILE BUTADIENE

STYRENE

ABV ABOVE

AC ALTERNATING CURRENT

ACCMP ASPHALT-COATED

CORRUGATED METAL PIPE

ACP ASBESTOS CEMENT PIPE

ADDM ADDENDUM

ADH ADHESIVE

AFF ABOVE FINISHED FLOOR

AFG ABOVE FINISHED GRADE

AFS ABOVE FINISHED SLAB

AHD AHEAD

AL ALUMINUM

ALT ALTERNATE

AMP AMPERE

AMT AMOUNT

APRX APPROXIMATE(LY)

ARCH ARCHITECT(URAL)

AS ALUM SOLUTION

ASPH ASPHALT

ASSY ASSEMBLY

AVE AVENUE

A/C AIR CONDITIONING

A/VV AIR/VACUUM AIR VALVE

BAF BAFFLE

BCV BALL CHECK VALVE

BF BLIND FLANGE

BFV BUTTERFLY VALVE

BHP BRAKE HORSEPOWER

BI BLACK IRON

BITUM BITUMINOUS OR BITUMASTIC

B/L BASELINE

BLDG BUILDING

BLK BLOCK

BM BENCH MARK

BOC BACK OF CURB

BOT BOTTOM

BP BASE PLATE

BRG BEARING

BSP BLACK STEEL PIPE

BV BALL VALVE

BW BOTH WAYS

BWW BACKWASH WATER

CAP CAPACITY

CA COMPRESSED AIR

CAV COMBINATION AIR VALVE

CB CATCH BASIN

CCC CHLORINE CONTACT CHAMBER

CE CHLORINATED EFFLUENT

CFM CUBIC FEET PER MINUTE

CFS CUBIC FEET PER SECOND

CV CHECK VALVE

CI CAST IRON

CIP CAST IRON PIPE

CISP CAST IRON SOIL PIPE

CJ CONSTRUCTION JOINT

CKT CIRCUIT

C/L CENTER LINE

CL2 CHLORINE GAS

CLF CHAIN LINK FENCE

CLR CLEAR OR CLEARANCE

CLVT CULVERT

CMP CORRUGATED METAL PIPE

CMPA CORRUGATED METAL PIPE

ARCH

CMU CONCRETE MASONRY UNIT

CND CONDUIT

CNR CORNER

CO CLEAN OUT

CO2 CARBON DIOXIDE

COAG COAGULANT

COL COLUMN

COM COMMON

CONC CONCRETE

CONN CONNECTION

CONSTR CONSTRUCT(ION)

CONT CONTINUOUS

CONTR CONTRACT(OR)

COORD COORDINATE

CO COMPANY

CP CONCRETE PIPE

CPA CONCRETE PIPE ARCH

CPLG COUPLING

CPVC CHLORINATED POLYVINYL

CHLORIDE

CR CONCENTRIC REDUCER

CS CHLORINE SOLUTION

CSG CASING

CTV CABLE TELEVISION

CY CUBIC YARD

CYL CYLINDER

C&G CURB AND GUTTER

C/C CENTER TO CENTER

DAT DATUM

DBL DOUBLE

DC DIRECT CURRENT

DEMO DEMOLITION

DEPT DEPARTMENT

DESC DESCRIPTION

DET DETAIL

DF DIESEL FUEL

DI DUCTILE IRON

DIA DIAMETER

DIFF DIFFUSER

DIM DIMENSION

DIP DUCTILE IRON PIPE

DISCH DISCHARGE

DIR DIRECTION

DMH DROP MANHOLE

DN DOWN

DNP DISTRIBUTION NETWORK PIPE

DR DRAIN

DV DIAPHRAGM VALVE

DW DRIVEWAY

DWG DRAWING

DWV DRAIN, WASTE, AND VENT

E EAST

EA EACH

ECC ECCENTRIC

EF EACH FACE

EFF EFFLUENT

E/L EASEMENT LINE

EL ELEVATION

ELAST ELASTOMERIC

ELEC ELECTRICAL

EMER EMERGENCY

EMC ENCASE(MENT)

ENGR ENGINEER

EP EDGE OF PAVEMENT

EPDM ETHYLENE PROPYLENE DIENE

MONOMER

EPRF EXPLOSION PROOF

EQUIP EQUIPMENT

ER ECCENTRIC REDUCER

ESTM EASEMENT

EST ESTIMATE(D)

EW EACH WAY

EXC EXCAVATE

EXP EXPANSION

EXST EXISTING

EXST GR EXISTING GRADE

EXT EXTERIOR

EXTN EXTENSION

FAB FABRICATE(D)

FCA FLANGED COUPLING ADAPTER

FB FLAT BAR

FCV FLOW-CONTROL VALVE

FD FLOOR DRAIN

FDN FOUNDATION

FE FILTER(ED) EFFLUENT

FHY FIRE HYDRANT

FIG FIGURE

FIN FINISH(ED)

FIN FLR FINISH FLOOR

FIN GR FINISH GRADE

FL FLUORIDE

FLG FLANGE(D)

FLL FLOW LINE

FLTR FILTER

FM FORCE MAIN

FPM FEET PER MINUTE

FPS FEET PER SECOND

FRP FIBERGLASS REINFORCED

PLASTIC

FT FOOT OR FEET

FUT FUTURE

FV FOOT VALVE

FW FINISHED WATER

FWP FACTORY WIRED PANEL

F/F FACE TO FACE

GA GAUGE

GAL GALLON(S)

GALV GALVANIZED

GIP GALVANIZED IRON PIPE

GJ GROOVE JOINT

GND GROUND

GPD GALLONS PER DAY

GPH GALLONS PER HOUR

GPM GALLONS PER MINUTE

GPS GALLONS PER SECOND

GR GRADE

GRTG GRATING

GS GALVANIZED STEEL

GSP GALVANIZED STEEL PIPE

GSR GROUND STORAGE RESERVOIR

GST GROUND STORAGE TANK

GT GROUT

GV GATE VALVE

HB HOSE BIBB

HD HEAVY-DUTY

HDPE HIGH-DENSITY POLYETHYLENE

HDR HYDRAULIC

HFA HYDROFLUOSILICIC ACID

HGR HANGER

HGT HEIGHT

HNDRL HAND RAIL

HOA HAND-OFF-AUTO

HORIZ HORIZONTAL

HP HORSEPOWER

HPA HIGH PRESSURE AIR

HR HOUR

HVAC HEATING, VENTILATION, AND AIR

CONDITIONING

HWL HIGH WATER LEVEL

HWY HIGHWAY

HZ HERTZ

ID INSIDE DIAMETER

IN INCH(ES)

INF INFLUENT

INT INTERSECTION

INTR INTERIOR

INV INVERT

IP IRON PIPE

IPS INTERNATIONAL PIPE

STANDARD

IR INTERNAL RECYCLE

IW IRRIGATION WATER

JB JUNCTION BOX

JT JOINT

K KIP (1,000 LB)

KPL KICK PLATE

KV KILOVOLT

KVA KILOVOLT-AMPERE

KW KILOWATT

KWH KILOWATT-HOUR

L LEFT

LAB LABORATORY

LAM LAMINATE OR LAMINATION

LATL LATERAL

LAV LAVATORY

LEN LENGTH

LB POUND(S)

LF LINEAR FEET

LP LIGHT POLE

LS LIME SLURRY

LSS LIME STABILIZED SLUDGE

LVR LOUVER

LWL LOW WATER LEVEL

M METER

MAINT MAINTAIN OR MAINTENANCE

MAN MANUAL(LY)

MAS MASONRY

MATL MATERIAL

MAX MAXIMUM

MCC MOTOR CONTROL CENTER

ME MITERED END

MECH MECHANICAL

MEG MATCH EXISTING GRADE

MFR MANUFACTURE(R)

MG MILLION GALLONS

MGD MILLION GALLONS PER DAY

MH MANHOLE

MI MILE(S)

MIN MINIMUM, MINUTE(S)

MISC MISCELLANEOUS

MJ MECHANICAL JOINT

ML MIXED LIQUOR

MO MASONRY OPENING

MON MONUMENT

MPH MILES PER HOUR

MPT MALE PIPE THREAD

MS MOTOR STARTER

MSP MOTOR STARTER PANEL

MTD MOUNTED

MV MOTORIZED VALVE

MW MANWAY

MWL MEAN WATER LEVEL

MWP MAXIMUM WORKING PRESSURE

N NORTH

NaOCl SODIUM HYPOCHLORITE

NE NORTHEAST

NIC NOT IN CONTRACT

NO NUMBER

NOM NOMINAL

NPF NATIONAL PIPE THREAD

NPT NATIONAL PIPE TAPER

(THREAD)

NPW NON-POTABLE WATER

NRS NON-RISING SYSTEM

NTS NOT TO SCALE

NW NORTHWEST

N/A NOT APPLICABLE

O2 OXYGEN

OC ON CENTER

OD OUTSIDE DIAMETER

ODP OPEN DRIP PROOF

OF OUTSIDE FACE

OH OVER HEAD

OHW OVER HEAD WIRE

OPP OPPOSITE

OPT OPTIONAL

OR OFFICIAL RECORDS

OSY OUTSIDE SCREW AND YOKE

O&M OPERATION AND MAINTENANCE

PA PROCESS AIR

PC POINT OF CURVE

PCM PERMANENT CONTROL

MONUMENT

PE PLAIN END

PG PRESSURE GAGE

PI POINT OF INTERSECTION

PL PLATE

P/L PROPERTY LINE

PNV PINCH VALVE

POB POINT OF BEGINNING

POJ PUSH-ON JOINT

POL POLYMER

PP POWER POLE

PPD POUNDS PER DAY

PPM PARTS PER MILLION

PREFAB PREFABRICATED

PRESS PRESSURE

PRV PRESSURE REDUCING VALVE

PRW PROCESS WATER

PSF POUNDS PER SQUARE FOOT

PSI POUNDS PER SQUARE INCH

PSIA POUNDS PER SQUARE INCH

ABSOLUTE

PSIG POUNDS PER SQUARE INCH

GAGE

PT POINT OF TANGENCY

PV PLUG VALVE

PVC POLYVINYL CHLORIDE

PVI POINT VERTICAL INTERSECTION

PVMT PAVEMENT

PW POTABLE WATER

PWR POWER

Q FLOW

QTY QUANTITY

RAD RADIUS

RAS RETURN ACTIVATED SLUDGE

RC REINFORCED CONCRETE

RCB REINFORCED CONCRETE BOX

RCP REINFORCED CONCRETE PIPE

RCPA REINFORCED CONCRETE PIPE

ARCH

RCW RECLAIMED WATER

RD ROAD

RDCR REDUCER

REBAR REINFORCING STEEL

REF REFERENCE

REINF REINFORCE(D)(ING)(MENT)

REM REMOVE(ABLE)

REQ'D REQUIRED

RF RAISED FACE

RJ RESTRAINED JOINT

RM ROOM

RPBP REDUCED PRESSURE

BACKFLOW PREVENTER

RPM REVOLUTIONS PER MINUTE

RPR RESIDENT PROJECT

REPRESENTATIVE

RR RAILROAD

RT RIGHT

RVT RIVETED

RW RAW WATER

RWW RAW WASTEWATER

R/W RIGHT-OF-WAY

S SOUTH

SA SAMPLE LINE

SAN SANITARY

SCHED SCHEDULE

SD STORM DRAIN

SE SOUTHEAST

SECT SECTION

SEFF SECONDARY EFFLUENT

SF SQUARE FOOT OR FEET

SHT SHEET(ED)(ING)

SIG SIGNAL

SIM SIMILAR

SL SLUDGE

SLV SLEEVE

SM SHEET METAL

SOLN SOLUTION

SP SOIL PIPE, SPACE(ING)

SPEC SPECIFICATION

SPRT SUPPORT

SQ SQUARE

SS SANITARY SEWER

SSE SUBSTANDARD EFFLUENT

SST STAINLESS STEEL

ST STREET

STA STATION

STD STANDARD

STK STAKE

STL STEEL

STR STRAIGHT

STRUCT STRUCTURAL

SURF SURFACE

SV SOLENOID VALVE

SVCE SERVICE

SVW SERVICE WATER

SW SOUTHWEST

SWD SIDEWATER DEPTH

SWSH SURFACE WASH

SYM SYMBOL

SYMM SYMMETRICAL

S/W SIDEWALK

TAN TANGENT

TB TOP OF BEAM

TBM TEMPORARY BENCH MARK

TB-xx TEST BORING-xx (e.g. TB-1)

TD TRENCH DRAIN

TDH TOTAL DYNAMIC HEAD

TE TOTALLY ENCLOSED

TEFC TOTALLY ENCLOSED FAN

COOLED

TEL TELEPHONE

TENV TOTALLY ENCLOSED

NON-VENTILATED

THD THREAD(ED)

THK THICK(NESS)

TLM TELEMETRY

TOB TOP OF BANK

TOC TOP OF CURB

TOS TOE OF SLOPE

TOT TOTAL

TP TELEPHONE POLE

TS THICKENED SLUDGE

TV TELEVISION

TYP TYPICAL

T&B TOP AND BOTTOM

UD UNDERDRAIN

UG UNDERGROUND

ULT ULTIMATE

UN UNION

UON UNLESS OTHERWISE NOTED

UGE UNDERGROUND ELECTRIC

UTC UNDERGROUND TELEPHONE

CABLE

UTIL UTILITY

V VOLT(S)

VAC VACUUM

VAR VARIES

VC VERTICAL CURVE

VCP VITRIFIED CLAY PIPE

VEL VELOCITY

VERT VERTICAL

VFD VARIABLE FREQUENCY DRIVE

VOL VOLUME

W WATT, WEST

WAS WASTE ACTIVATED SLUDGE

WCII WATER CONSERV II

WF WIDE FLANGE

WH WALL HYDRANT

WL WATER LINE

WM WATER MAIN

WP WATER PROOF(ING), WORKING

POINT

WPR WORKING PRESSURE

WS WATER SURFACE

WSP WELDED STEEL PIPE

WT WEIGHT

WTP WATER TREATMENT PLANT

WW WASH WATER

WWF WELDED WIRE FABRIC

WWM WELDED WIRE MESH

WWTP WASTEWATER TREATMENT

PLANT

W/ WITH

W/O WITHOUT

XFER TRANSFER

YD YARD(S)

YH YARD HYDRANT

YR YEAR(S) YR

REFERENCE SYMBOLSCIVIL LEGENDLIST OF STANDARD ABBREVIATIONS

HATCHING LEGEND MECHANICAL/DRAFTING LEGEND

DENOTES SECTION

LETTER IDENTIFICATION

DENOTES DRAWING NO

WHERE SECTION IS LOCATED

DETAIL REFERENCE

X-XX

DENOTES DRAWING NO

WHERE DETAIL IS LOCATED

DENOTES DETAIL NUMBER

IDENTIFICATION

SECTION TITLE DETAIL TITLE

SECTIONX

_ SCALE:

DETAILX

_ SCALE:

DENOTES DRAWING NO

WHERE SECTION IS LOCATED

DENOTES SECTION

LETTER IDENTIFICATION

DENOTES DRAWING NO

WHERE DETAIL IS LOCATED

DENOTES DETAIL NUMBER

IDENTIFICATION

ASPHALT OR CONCRETE

SURFACE (SIDEWALK OR

ROADWAY)

ROADWAY/SIDEWALK

OPEN CUT RESURFACE

SODDED OR SEEDED AND

MULCHED AREA OR

EXISTING WETLAND

EARTH

EXISTING PIPES,

STRUCTURES, EQUIPMENT

TO BE REMOVED

CONCRETE FABRIFORM

UNIMATE FABRIC

ALUMINUM

STABILIZED SOD

STABILIZED ROAD

GRAVEL

RIP-RAP

PHANTOM LINE

HIDDEN LINE

VISIBLE LINE

CENTER LINE

BREAK LINE

DIMENSION LINES AND LEADERS

EXISTING PROPOSED

STORM SEWER

SANITARY SEWER

WATER

o o o o o o o o o o o o o o o o o o o GUARD RAIL x x x x x CHAIN LINK FENCE

EMBANKMENT

TOP

BOTTOM

MONITORING WELL

HYDRANT

POWER POLE

UTILITY POLE

SEWER MANHOLE

SEWER VALVE

MANHOLE

MONUMENT

TREE - EVERGREEN

TREE - PALM TREE

FLARED END - RCP

STORM MANHOLE

WATER METER

WATER VALVE

WATER WELL

MW-X

MH-??

WELL

LIGHT POLE

SEWER CLEANOUT

STORM CULVERT END

SPOT ELEVATION

XXXX.XX

TREE - DECIDUOUS

EXISTING CONTOUR

PROPERTY LINE

RIGHT OF WAY LINE (R-O-W)

SL SILT FENCE

PROPOSED CONTOUR MAJOR130

129 PROPOSED CONTOUR MINOR

(LABEL OPTIONAL)

SANITARY SEWER

(FORCE MAIN)

VEGETATION

MATCHLINE

1 3/32"

NOTE

TREE REMOVAL

Checked By:

Drawn By:

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K D

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.D W

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Bar Measures 1 inch

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D O

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: 4

-8

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BID SET

G B

S N

O . 2

G-003

, A

O N

D S

HR/AE

WV WV

E E

H Y D

IRR

WVWV

EXISTING

CONCRETE

EXISTING

CONCRETE

JURISDICTIONAL WETLAND

BOUNDARY (TYP).

EXISTING

STABILIZED ROAD

EXISTING ASPHALT PAVEMENT

ACCESS DRIVEWAY

P/L

ESTIMATED FEMA FLOODPLAIN ZONE "AE"

BOUNDARY AT ELEVATION 81.6', PER

PANEL 12095C0240F EFFECTIVE 09/25/2009

ZONE "AE"

ESTIMATED FEMA FLOODPLAIN ZONE "AE"

BOUNDARY AT ELEVATION 81.6', PER

PANEL 12095C0240F EFFECTIVE 09/25/2009

ZONE "AE"

LAKE

HERRICK

Checked By:

Drawn By:

Project No.:

w w w .te tra te ch .c om

K D

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\S H

\V -1

C O

N D

N S.

D W

M O

, A N

2 3 4 5 6 7

Bar Measures 1 inch

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D O

W S

D R

T, S

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-8

-3

: 4

-8

-3

BID SET

G B

S N

O . 2

V-101

G C

O N

HR/AE

SCALE:

0 15' 30' 60'

1'' = 30'

P/L

EXISTING FENCE

LIMITS OF CONSTRUCTION

(LOC)

EXISTING RAW WATER LINE

PER ORANGE COUNTY RECORDS

EX. 24" RAW

SF SF

SF SF SF SF

WVWV

WV WV

E E

H Y D

IRR

WVWV

EXISTING

CONCRETE

EXISTING

CONCRETE

SF SF

EXISTING RAW WATER LINE

PER ORANGE COUNTY RECORDS

GROUT FILL ABANDONED

EX. 16" RAW WATER

REMOVE ALL ABOVE GROUND

STRUCTURES AND PIPING

FOR EXISTING WELL No. 2

CUT & CAP, ABANDONED EX. 16" RAW WATER

CONTRACTOR TO FIELD VERIFY

PIPELINE LOCATION

TEMPORARY CONSTRUCTION ROAD,

REMOVE AT COMPLETION AND

RESTORE GRADE AND SOD

LIMITS OF

CONSTRUCTION (LOC)

ESTIMATED FEMA FLOODPLAIN ZONE "AE"

BOUNDARY AT ELEVATION 81.6', PER

PANEL 12095C0240F EFFECTIVE 09/25/2009

ZONE "AE"

ESTIMATED FEMA FLOODPLAIN ZONE "AE"

BOUNDARY AT ELEVATION 81.6', PER

PANEL 12095C0240F EFFECTIVE 09/25/2009

ZONE "AE"

LAKE

HERRICK

EXISTING BOX TO BE PROTECTED

DURING EXCAVATION ACTIVITIES

EX. 4" WM

TH-1

TH-2

TH-3

TH-4

TH-5

Checked By:

Drawn By:

Project No.:

w w w .te tra te ch .c om

K D

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:3 3:

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\IE

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R O

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\IE

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-1

-2

\S H

\C -1

R O

N C

O N

N P

.D W

M O

, A N

2 3 4 5 6 7

Bar Measures 1 inch

C op yr ig ht : T et ra

T ec h

200-10034-23001

D O

W S

D R

T, S

N D

O , F

O N

-8

-3

: 4

-8

-3

BID SET

G B

S N

O . 2

C-101

N C

O N

N P

HR/AE

CLEAR AND GRUB

REMOVE EXISTING

RIP-RAP WITHIN LIMITS

JURISDICTIONAL WETLAND

BOUNDARY (TYP).

EXISTING 16" DI

EXISTING 12" DI TANK

DISCHARGE PIPELINE

(TO REMAIN)

EXISTING

EROSION AREA.

OPEN-CUT

TRENCHING

(TYP)

TREE TO BE

REMOVED (TYP.)

EXISTING EROSION AREA.

EXISTING CONCRETE

OUTFLOW STRUCTURE

TO BE REMOVED

EXISTING 12"

FLAP VALVE TO

BE REMOVED

AND REPLACED

C-502

EXISTING TREES

TO BE PROTECTED

(TYP)

SILT FENCE (TYP)

NOTES:

1. ALL EXISTING RIP-RAP MATERIAL REMOVED SHALL BE HAULED BY THE CONTRACTOR TO THE

COUNTY LANDFILL AT 5901 YOUNG PINE RD, ORLANDO, FL 32829.

2. CONTRACTOR TO FIELD VERIFY AREAS ALONG THE PROJECT SITE WHERE EROSION ISSUES

ARE PRESENT AND REQUIRED TO BE RESTABLISHED. REGRADE/RESOD AND STABILIZED W/

LANDLOK 300 TURF REINFORCEMENT MAT, GEOTEXTILE FABRIC OR APPROVED EQUAL

C-501

TEMPORARY

CONSTRUCTION

ENTRANCE

REMOVE AND RESTORE

CURB AS NEEDED

SCALE:

15' 30' 60'

1'' = 30'

TEST HOLE CHART

TH NO. HORIZONTAL

COORDINATES

GROUND

ELEVATION (FT)

TOP OF PIPE

ELEVATION (FT)

SIZE, MATERIAL

& TYPE

TH-1 N 1530684.75

E 500511.84 104.10 98.45 24" DIP RECLAIMED

WATER LINE

TH-2 N 1530680.38

E 500511.60 104.586 101.87 2" GRAY PVC

UNKNOWN

TH-3 N 1530684.13

E 500254.35 111.728 108.54

24" DIP

RECLAIMED

WATER LINE

TH-4 N 1530717.02

E 500295.84 107.232 104.00

24" DIP

RECLAIMED

WATER LINE

TH-5 N 1530716.68

E 500298.00 107.187 104.74 2" GRAY PVC

UNKNOWN

EXISTING 2" PVC

+12 00

+13 00 +14 00+14 00

CHECK DAM

(TYP)

RIP-RAP

(TYP)

12" CONC WALL

TOP ELEV 98.30'

4" ORIFICE INV. EL. 89.50'

2' WEIR-1 INV. EL. 90.50'

4' WEIR-2 INV EL. 91.50'

8" THICK 8'X4' 3,000 PSI

CONCRETE SPLASH PAD

16" DIP WITH FLAP

VALVE INV. EL. 90.0'

112 LF OF 16" DIP

DRAIN LINE

EXISTING 16" DIP

RAW WATER LINE

WELL HOUSE #5

APPROXIMATED LIMITS OF

STABILIZED SOD AREA

ATTENUATION/DISCHARGE

AREA.

APPROXIMATED LIMITS OF STABILIZED SOD AREA

WITH LANDLOK 300 TURF REINFORCEMENT MAT,

GEOTEXTILE FABRIC OR APPROVED EQUAL (TYP)

RETAINING WALL

(SEE STRUCT. DRAWINGS)

3" FABRIFORM UNIMAT FABRIC

(OR APPROVED EQUAL)

EXISTING 12" DIP TO

REMAIN. INSTALL 12"

FLAP VALVE.

INV. EL. 94.44'

16"x 16" TEE

295 LF OF 16" DIP

DRAIN LINE

FOUNDATION DRAIN, SEE

STRUCTURAL PLANS

16" 90°BEND

16" 90° BEND

AND BLIND FLANGE

SET 3' ABOVE GRADE

29 LF OF 16" DIP

DRAIN LINE

58 LF OF 16" DIP

DRAIN LINE

3:1 (TYP)

LIMITS OF CONSTRUCTION

(LOC)

LIMITS OF CONSTRUCTION

(LOC)

4" #57 STONE

EXISTING

CONCRETE

+12 00 +13 00 +14 00+14 00

EXISTING

CONCRETE

APPROXIMATED LIMITS OF STABILIZED SOD AREA

WITH LANDLOK 300 TURF REINFORCEMENT MAT,

GEOTEXTILE FABRIC OR APPROVED EQUAL (TYP)

WV WV

IRR

WVWV

16" 45°BEND

20" GV-MJ

(LOCATION BY OCU)

16"x 16" TEE 277 LF OF 16" DIP

DRAIN LINE

16" 90° BEND

AND BLIND FLANGE

SET 3' ABOVE GRADE

WELL HOUSE #4

66 LF OF 16" DIP

DRAIN LINE

6 LF OF 16" DIP

DRAIN LINE

6 LF OF 16" DIP

DRAIN LINE

TH-3

TH-4

TH-5

16" 45°BEND

16" 90°BEND

114 LF OF 16" DIP

DRAIN LINE

TH-1

TH-2

Checked By:

Drawn By:

Project No.:

w w w .te tra te ch .c om

K D

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2 3 4 5 6 7

Bar Measures 1 inch

C op yr ig ht : T et ra

T ec h

200-10034-23001

D O

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BID SET

G B

S N

O . 2

C-102

HR/AE

C-501

5&6 C-502

C-501

C H

E A

C H

E A

KEY MAP

SCALE:

10' 20' 40'

1'' = 20'S S-101

NOTE:

1. CONTRACTOR TO FIELD VERIFY AREAS ALONG THE PROJECT SITE WHERE

EROSION ISSUES ARE PRESENT AND REQUIRED TO BE REESTABLISHED.

REGRADE/RESOD AND STABILIZED LANDLOK 300 TURF REINFORCEMENT

MAT, GEOTEXTILE FABRIC OR APPROVED EQUAL.

C-502

16 LF OF 16" DIP

DRAIN LINE

15 LF OF 16" DIP

DRAIN LINE

16" 90° BEND

AND BLIND FLANGE

SET 3' ABOVE GRADE

WELL HOUSE #3

UTILITY

CONFLICT

UTILITY

CONFLICT

C-501

LIMITS OF

CONSTRUCTION (LOC)UTILITY

CONFLICT

TEST HOLE CHART

TH NO. HORIZONTAL

COORDINATES

GROUND

ELEVATION (FT)

TOP OF PIPE

ELEVATION (FT)

SIZE, MATERIAL

& TYPE

TH-1 N 1530684.75

E 500511.84 104.10 98.45 24" DIP RECLAIMED

WATER LINE

TH-2 N 1530680.38

E 500511.60 104.586 101.87 2" GRAY PVC

UNKNOWN

TH-3 N 1530684.13

E 500254.35 111.728 108.54

24" DIP

RECLAIMED

WATER LINE

TH-4 N 1530717.02

E 500295.84 107.232 104.00

24" DIP

RECLAIMED

WATER LINE

TH-5 N 1530716.68

E 500298.00 107.187 104.74 2" GRAY PVC

UNKNOWN

EXISTING 2" PVC

AutoCAD SHX Text

PARCEL ID# 26-22-28-9224-00-880

AutoCAD SHX Text

PARCEL ID# 26-22-28-9224-00-870

AutoCAD SHX Text

PARCEL ID# 26-22-28-9224-00-860

AutoCAD SHX Text NOT PLATTED OAK MEADOWS WATER PLANT ORANGE COUNTY, BCC (ORB 3446, PG 2329) PARCEL ID# 26-22-28-0000-00-004

AutoCAD SHX Text

GRASS

AutoCAD SHX Text

ROCKS

AutoCAD SHX Text

WELL #5 BUILDING

AutoCAD SHX Text 19.35

AutoCAD SHX Text 19.3O'

AutoCAD SHX Text

TOE OF SLOPE

AutoCAD SHX Text

TOE OF SLOPE

AutoCAD SHX Text

TOB OF BANK

AutoCAD SHX Text

8' CHAIN LINK FENCE

AutoCAD SHX Text

CONC HEADWALL

AutoCAD SHX Text

8' CHAIN LINK FENCE

AutoCAD SHX Text

FENCE GATE

AutoCAD SHX Text

16" DIP ON CONC SLAB

AutoCAD SHX Text

BOLLARD (TYPICAL)

AutoCAD SHX Text

GRAVEL

AutoCAD SHX Text

GRAVEL

AutoCAD SHX Text

GRAVEL

AutoCAD SHX Text

GRAVEL

AutoCAD SHX Text

CONC

AutoCAD SHX Text

GRAVEL ROAD

AutoCAD SHX Text

CONC CURB

AutoCAD SHX Text

CONC CURB

AutoCAD SHX Text

GRAVEL ROAD

AutoCAD SHX Text

CONC CURB

AutoCAD SHX Text

CONC CURB

AutoCAD SHX Text

TOE OF SLOPE

AutoCAD SHX Text

TOB OF BANK

AutoCAD SHX Text

TOB OF BANK

AutoCAD SHX Text

TOB OF BANK

AutoCAD SHX Text

TOB OF BANK

AutoCAD SHX Text

TOE OF SLOPE

AutoCAD SHX Text

ELECTRICAL BOX

AutoCAD SHX Text

EDGE OF WATER (1/2/2023)

AutoCAD SHX Text

12" DIP FLAP VALVE INV. EL. 94.44'

AutoCAD SHX Text

PARCEL ID# 26-22-28-9224-00-880

AutoCAD SHX Text

PARCEL ID# 26-22-28-9224-00-870

AutoCAD SHX Text

PARCEL ID# 26-22-28-9224-00-860

AutoCAD SHX Text

TOE OF SLOPE

AutoCAD SHX Text

GROUND SHOT

AutoCAD SHX Text

GROUND SHOT

AutoCAD SHX Text

HEADWALL SHOTS

AutoCAD SHX Text

HEADWALL SHOT

AutoCAD SHX Text

HEADWALL SHOT

AutoCAD SHX Text

HEADWALL SHOTS

AutoCAD SHX Text

HEADWALL SHOTS

AutoCAD SHX Text

CONC HEADWALL

AutoCAD SHX Text

ASPHALT PAVEMENT

AutoCAD SHX Text

6' CHAIN LINK FENCE CORNER (0.50' WEST)

AutoCAD SHX Text

ASPHALT PAVEMENT

AutoCAD SHX Text

10' CHAIN LINK FENCE (1.5' EAST)

AutoCAD SHX Text

8' CHAIN LINK FENCE (0.5' WEST)

AutoCAD SHX Text NOT PLATTED OAK MEADOWS WATER PLANT ORANGE COUNTY, BCC (ORB 3446, PG 2329) PARCEL ID# 26-22-28-0000-00-004

AutoCAD SHX Text

FND 1-1/4" IP (NO ID)(DISTURBED) (0.61' SOUTH, 0.15' EAST)

AutoCAD SHX Text 65.00'(D)(M)

AutoCAD SHX Text N00°02'35"E(D) N00°10'11"W(M)

AutoCAD SHX Text N89°57'25"W(D)

AutoCAD SHX Text

POINT OF BEGINNING

AutoCAD SHX Text

SOUTHWEST CORNER OF THE NORTHEAST 1/4 OF SECTION 26

AutoCAD SHX Text

WEST LINE OF THE SOUTHEAST 1/4 OF SECTION 26

AutoCAD SHX Text S89°48'32"W 2666.72'

AutoCAD SHX Text

BEARING BASE NORTH LINE OF THE SOUTHWEST 1/4 OF SECTION 26

AutoCAD SHX Text N00%%D02'35"E(D)

AutoCAD SHX Text

FND 6"X6" CM WITH 1" IP AND NAIL (NO ID)

AutoCAD SHX Text

SOUTHWEST CORNER OF THE NORTHWEST 1/4 OF SECTION 26

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SET 5/8" IRC STURGEON PSM #5866

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CONC HEADWALL

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8' CHAIN LINK FENCE

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ASPHALT PAVEMENT

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6' CHAIN LINK FENCE

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ASPHALT PAVEMENT

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10' CHAIN LINK FENCE

AutoCAD SHX Text NOT PLATTED OAK MEADOWS WATER PLANT ORANGE COUNTY, BCC (ORB 3446, PG 2329) PARCEL ID# 26-22-28-0000-00-004

AutoCAD SHX Text

DRAINAGE EASEMENT (ORB 3148, PG 2396)

AutoCAD SHX Text

FND 1-1/4" IP (NO ID) (0.61' SOUTH, 0.15' EAST)

AutoCAD SHX Text NOT PLATTED OAK MEADOWS WATER PLANT ORANGE COUNTY, BCC (ORB 3446, PG 2329) PARCEL ID# 26-22-28-0000-00-004

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GROUND SHOT

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HEADWALL SHOTS

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GROUND SHOT

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HEADWALL SHOTS

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HEADWALL SHOTS

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HEADWALL SHOT

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HEADWALL SHOT

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GROUND SHOT

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PARCEL ID# 26-22-28-9224-00-830

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CHEMICAL PULL BOX

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FLOURIDE BUILDING

AutoCAD SHX Text 36.7'

AutoCAD SHX Text 22.6'

AutoCAD SHX Text 14.1'

AutoCAD SHX Text 4.0'

AutoCAD SHX Text 12.5'

AutoCAD SHX Text 2.7'

AutoCAD SHX Text 26.8'

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GROUND STORAGE TANK

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EDGE OF CONCRETE

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FLOURIDE INJECTION POINT & ACCESS VAULT

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CHEMICAL PULL BOX

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ELECTRICAL BOX

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ELECTRICAL BOX

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CONC CURB

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CONC

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ASPHALT PAVEMENT

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COVERED TANK AREA

AutoCAD SHX Text

CONC CURB

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GRAVEL

AutoCAD SHX Text SANITARY MANHOLE TOP EL. 109.63' 8" PVC NE. INV. EL. 99.73' 4" DIP SE. INV. EL. 101.08' 4" DIP SW. INV. EL. 101.73' 4" VCP W. INV. EL. 105.03'

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GRASS

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CHEMICAL PULL BOX

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GENERATOR

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STORAGE TANK

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COMMUNICATIONS BOX

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ELECTRICAL BOX

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ELECTRICAL BOX

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4" CROSS DRAIN

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6" PVC STUB

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CONC CURB

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WELL #4 BUILDING

AutoCAD SHX Text 19.35

AutoCAD SHX Text 19.3O'

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12" DIP ON CONC SLAB

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BOLLARD (TYPICAL)

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CONC

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CONC CURB

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CONC CURB

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GRAVEL

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GRAVEL

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BACKFLOW PREVENTER & WATER SPIGOT

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ELECTRICAL STUB

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CONC WALK

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CONC

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ASPHALT PAVEMENT

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CONC WALK

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CONC HEADWALL

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TOB OF BANK

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CONC

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GRASS

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GRAVEL

AutoCAD SHX Text STORM MANHOLE TOP EL. 114.95' 12" DIP N. INV. EL. 106.75' 12" DIP NE. INV. EL. 108.25' 12" DIP SE. INV. EL. 106.60'

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PARCEL ID# 26-22-28-9224-00-830

AutoCAD SHX Text 29.3'

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HEADWALL SHOTS

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GROUND SHOT

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0.5' CONC CURB

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WELL #3 BUILDING

AutoCAD SHX Text 19.35

AutoCAD SHX Text 19.3O'

AutoCAD SHX Text

12" DIP ON CONC SLAB

AutoCAD SHX Text

BOLLARD (TYPICAL)

AutoCAD SHX Text

CONC CURB

AutoCAD SHX Text

GRAVEL

AutoCAD SHX Text

GRAVEL

AutoCAD SHX Text

CONC

EXISTING

CONCRETE

+12 00 +13 00 +14 00+14 00

EXISTING

CONCRETE

N 1530705.819 E 500513.013

N 1530658.068 E 500513.182

N 1530647.080 E 500524.170

N 1530632.124 E 500524.250

WELL HOUSE #3

TH-1

TH-2

WV WV

IRR

WVWV

N 1530704.483 E 500255.908

N 1530638.694 E 500255.908

N 1530634.536 E 500260.074

N 1530628.999 E 500260.074

WELL HOUSE #4

TH-3

TH-4

TH-5

+12 00

+13 00 +14 00+14 00

WELL HOUSE #5

N 1531055.966 E 500402.103

N 1531055.966 E 500342.934

N 1530892.557 E 500106.404

N 1530883.569 E 500115.404

N 1530883.556 E 500137.404

N 1530892.556 E 500146.404

N 1530904.056 E 500146.404

N 1530913.056 E 500137.404

N 1530898.782 E 500284.884

N 1530947.786 E 500144.306

N 1530987.733 E 500174.395

N 1531020.607 E 500203.354

N 1531042.721 E 500244.998

30' R

10'(TYP)

N 1530904.056 E 500106.404

N 1530913.056 E 500115.404

10'

3' BERM

25' TYP.

31'

L=19.377, R=30.000 D=37.0081

L=70.926, R=120.027 D=33.8568

L=87.174, R=250.914 D=19.9060N 1531040.940

E 500239.916

N 1530932.199 E 500132.534

N 1530999.803 E 500183.408

N 1531055.966 E 500325.340

N 1530914.138 E 500126.404

N 1530956.223 E 500284.884

N 1530898.521 E 500255.998

N 1530898.773 E 500146.401

3:1 (TYP)

Checked By:

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C-103

R Y

HR/AE

C H

E A

C H

E A

KEY MAP

NOTE:

1. CONTRACTOR TO FIELD VERIFY AREAS ALONG THE PROJECT SITE

WHERE EROSION ISSUES ARE PRESENT AND REQUIRED TO BE

REESTABLISHED. REGRADE/RESOD AND STABILIZED LANDLOK 300 TURF

REINFORCEMENT MAT, GEOTEXTILE FABRIC OR APPROVED EQUAL.

SCALE:

10' 20' 40'

1'' = 20'

TEST HOLE CHART

TH NO. HORIZONTAL

COORDINATES

GROUND

ELEVATION (FT)

TOP OF PIPE

ELEVATION (FT)

SIZE, MATERIAL

& TYPE

TH-1 N 1530684.75

E 500511.84 104.10 98.45 24" DIP RECLAIMED

WATER LINE

TH-2 N 1530680.38

E 500511.60 104.586 101.87 2" GRAY PVC

UNKNOWN

TH-3 N 1530684.13

E 500254.35 111.728 108.54

24" DIP

RECLAIMED

WATER LINE

TH-4 N 1530717.02

E 500295.84 107.232 104.00

24" DIP

RECLAIMED

WATER LINE

TH-5 N 1530716.68

E 500298.00 107.187 104.74 2" GRAY PVC

UNKNOWN

EXISTING

CONCRETE

EXISTING

CONCRETE

+12 00

+13 00 +14 00+14 00

CHECK DAM

(TYP)

RIP-RAP

(TYP)

4" THICK CONCRETE

SPLASH PAD 8' x 4'

EL. 89.00'

12" CONC WALL

TOP ELEV 98.30'

4" ORIFICE INV. EL. 89.50'

2' WEIR-1 INV. EL. 90.50'

4' WEIR-2 INV EL. 91.50'

EXISTING 12" DIP TO REMAIN

INSTALL 12" FLAP VALVE

INV. EL. 94.44'

16" DIP WITH FLAP VALVE

INV. EL. 90.00'

WELL HOUSE #5

ATTENUATION/DISCHARGE

AREA.APPROXIMATED LIMITS OF STABILIZED SOD AREA WITH

LANDLOK 300 TURF REINFORCEMENT MAT,

GEOTEXTILE FABRIC OR APPROVED EQUAL (TYP)

STABILIZED SOD AREA

MEG

98.3'89.0'

86.0' 97.0'

89.0'

81.0'

84.0'

79.0'

97.0'

98.3'

80.0'

84.5'

74.0'

78.0'

MEG

MEGMEG

MEG

3:1 (TYP)

ESTIMATED FEMA FLOODPLAIN ZONE "AE"

BOUNDARY AT ELEVATION 81.6', PER

PANEL 12095C0240F EFFECTIVE 09/25/2009

ZONE "AE"

ESTIMATED FEMA FLOODPLAIN ZONE "AE"

BOUNDARY AT ELEVATION 81.6', PER

PANEL 12095C0240F EFFECTIVE 09/25/2009

LAKE

HERRICK

ZONE "AE"

4" #57 STONE

EXISTING GROUND

10" CONC. WALL

2' WEIR-1

4" PVC ORIFICE

4' WEIR-2

CHECK DAM

ATTENUATION POOL

4"-4'X8' SPLASH PAD

SCALE: HORIZ: 1"= 30' VERT: 1"= 5'

SWALE CL PROFILE

9+80 10+00 12+00 14+0014+00

EL.= 89.00'

EL.= 84.00'

EL.= 79.00'

EL.= 74.00'

EL.= 67.00'

6" PERFORATED

FOUNDATION DRAIN PIPE

16" DIP

EXIST 12" DIP

IE= 94.44'

STA:12+51.33

ELEV:69.58'

STA:13+14.56

ELEV:68.00'

FINISH GRADE

8"-4'X8' SPLASH PAD

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C-104

G R

G P

HR/AE

S S-101

C-501

SCALE:

15' 30' 60'

1'' = 30'

C-501

C-502

CUT AND FILL

(FLOODPLAIN ENCROACHMENT)

AREA CUT FILL NET

9,851.35 SQ. FT. 499.53 CU. YD. 50.32 CU. YD. 449.22 CU. YD. (CUT)

C-501

22'

U C

4" ORIFICE

INV. EL 89.50'

WEIR -2 INV. EL. 91.50'

WEIR -1 INV. EL. 90.50'

TOP OF WALL EL. 97.00'

TOP OF BACK OF WALL

EL. 98.30'

NOTES:

1. SEE STRUCTURAL DRAWINGS FOR REINFORCING.

4" THICK CONCRETE

SPLASH PAD 8'X4'

EL. 89.00'

3" FABRIFORM

UNIMAT FABRIC

(OR APPROVED EQUAL)

X X

3 : 1 (TYP) 3 : 1 (TYP)

EXIST. GRADE

EXIST.

FENCE

VARIES

(2' MIN)

RIP-RAP

FILTER FABRIC UNDERLAYMENT

8.0"

69.0±

67.0±

NOTE:

1. GRAVEL RUBBLE SHALL BE FREE OF REBAR, WIRE, AND OTHER

MATERIAL THAT MAY PUNCTURE THE FILTER FABRIC MATERIAL.

ANY PUNCTURED GEOTEXTILE SHALL BE REPLACED

IMMEDIATELY AT THE CONTRACTOR'S EXPENSE.

2. 25% BY WEIGHT #57 STONE

25% BY WEIGHT 4"- 6" STONE

50% BY WEIGHT 6"- 8" STONE

RIP RAP MAY BE BROKEN CONCRETE (FREE OF REBAR, WIRE

OR ANY OTHER PUNCTURE MATERIAL) OR NATURAL STONE

8" M

AS SHOWN ON SITE PLAN

RIP-RAP

SEE NOTE 2

MONOFILAMENT

WOVEN GEOTEXTILE

FILTER FABRIC

SILT FENCE PROTECTION IN DITCHES

WITH INTERMITTENT FLOW

SILT FENCE PROTECTION AROUND

DITCH BOTTOM INLETS

SECTION

STORMWATER

RUNOFF

SILT FENCE

WATERCOURSE

SILT FENCE

SILT FLOW

POST OPTIONS: TYPE III

SOFTWOOD 2-1/2" DIA.

SOFTWOOD 2"X4"

HARDWOOD 1-1/2" DIA.

STEEL 1.33LBS/FT MIN.

POST OPTIONS: TYPE IV

SOFTWOOD 4" DIA.

SOFTWOOD 4"X4"

HARDWOOD 3" DIA.

STEEL 1.33LBS/FT MIN.

OPTIONAL POST

POSITIONS

20°±

FILTER

FABRIC

PRINCIPLE POST

POSITION

(CANTED 20°

TOWARD FLOW)

8" C

ELEVATION

FILTER FABRIC (IN

CONFORMANCE

WITH SEC. 985 FDOT

SPEC.)

SILT FLOW

NOTES:

1. TYPE III SILT FENCE TO BE USED AT MOST LOCATIONS.

WHERE USED IN DITCHES, THE SPACING FOR TYPE III

SILT FENCE SHALL BE IN ACCORDANCE WITH FDOT

STANDARDS.

2. TYPE IV SILT FENCE TO BE USED WHERE LARGE

SEDIMENT LOADS ARE ANTICIPATED. SUGGESTED USE

IS WHERE FILL SLOPE IS 1:2 OR STEEPER AND LENGTH

OF SLOPE EXCEEDS 25 FEET. AVOID WHERE THE

DETAINED WATER MAY BACK INTO TRAVEL LANES OR

OFF THE RIGHT OF WAY.

3. DO NOT CONSTRUCT SILT FENCES ACROSS

PERMANENT FLOWING WATERCOURSES. SILT FENCES

ARE TO BE UPLAND LOCATIONS AND TURBIDITY

BARRIERS USED AT PERMANENT BODIES OF WATER.

4. WHERE USED AS SLOPE PROTECTION, SILT FENCE IS

TO BE CONSTRUCTED ON 0% LONGITUDINAL GRADE

TO AVOID CHANNELIZING RUNOFF ALONG THE LENGTH

OF THE FENCE.

5. SILT FENCE TO BE INSTALLED ALONG LIMITS OF

CONSTRUCTION.

6. SILT FENCE SHALL BE INSPECTED DAILY AND

MAINTAINED AND REPAIRED AS NEEDED.

TYPE III TYPE IV

A 6' MAX. 10' MAX

B 3' OR MORE 5' OR MORE

C 15"-18" 33"

D 12" MIN. 18" MIN.

N O

(SEE NOTE 1)

" L

C H

PIPE BEDDING

FILL

W/ SIZE OF PIPE

PIPE O.D.

BELL

CROWN TRENCH IN

UNIMPROVED AREAS

(3" MIN.)

(SEE NOTE 8)

SELECT

COMMON

FOR PIPE

EXCAVATE

12" (TYP.)

FINISHED GRADE

COMMON FILL

UNDISTURBED

(SEE NOTE 3)

EARTH

NOTES:

1. PIPE BEDDING: SELECT COMMON FILL COMPACTED TO 95% OF THE MAXIMUM DENSITY AS

PER AASHTO T-180.

2. TRENCH BACKFILL: COMMON FILL COMPACTED TO 98% OF THE MAXIMUM DENSITY AS PER

AASHTO T-180.

3. PIPE BEDDING UTILIZING SELECT COMMON FILL OR BEDDING ROCK IN ACCORDANCE WITH

TYPE A BEDDING AND TRENCHING DETAIL MAY BE REQUIRED AS DIRECTED BY THE

ENGINEER.

4. (*): 15" MAX. FOR PIPE DIAMETER LESS THAN 24", AND 24" MAX. FOR PIPE DIAMETER 24" AND

LARGER.

5. WATER SHALL NOT BE PERMITTED IN THE TRENCH DURING CONSTRUCTION.

6. ALL PIPE TO BE INSTALLED WITH BELL FACING UPSTREAM TO THE DIRECTION OF THE FLOW.

7. SHEETING AND BRACING SHALL BE USED IN ACCORDANCE WITH CURRENT TRENCHING

REGULATIONS AND WHERE UNSAFE CONDITIONS EXIST.

8. FINAL RESTORATION IN IMPROVED AREAS SHALL BE IN COMPLIANCE WITH ALL APPLICABLE

REGULATIONS OF GOVERNING AGENCIES. SURFACE RESTORATION WITHIN FDOT

RIGHT-OF-WAY SHALL COMPLY WITH REQUIREMENTS OF RIGHT-OF-WAY UTILIZATION

REGULATIONS AND ROAD CONSTRUCTION SPECIFICATIONS.

TRENCH

WIDTH VARIES

SEE

NOTE 4

TRENCH

SLOPE

PER OSHA

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Sheet

EXISTING

GROUND

MEG

3' BERM

3" FABRIFORM

UNIMAT FABRIC

(OR APPROVED EQUAL)

COHESIONLESS SOUND (SP OR SP=SM)

EMBANKMENT OR SUBGRADE. 95% OF MODIFIED

PROCTOR DENSITY, AASHTO T-180 AS NEEDED.

3' MIN.

BERM

VARIES

3:1 3:1

5 ATTENUATION/DISCHARGE AREA

SCALE: NTS

NOTES:

1. SEE CONSTRUCTION DRAWINGS FOR PROP. BERM ELEVATIONS.

2. TOP OF CHECK DAM TO BE CONSTRUCTED LOWER THAN TOP OF

BERM TO RESTRICT WATER TO FLOW OUTSIDE OF DRAINAGE PATH

4 CONCRETE WALL

SCALE: NTS

3 CHECK DAM

SCALE: NTS

6 RIP RAP

SCALE: NTS

1 SILT FENCE

SCALE: NTS

2 TYPE "B" BEDDING AND TRENCHING

SCALE: NTS

C-501

RIP RAP

C-502

AutoCAD SHX Text 3:1

R15'

(TYP)

6" STONE PAD, STONE

SIZE ASTM D448 SIZE #1

(1 1/2" TO 3 1/2" DIA.)

WOOD

GUARDRAILS.

(OPTIONAL)

15' 24'

2"X4" POSTS

1"X4" STRINGERS

TREE TRUNK

* DIMENSION VARIES

PER CRITICAL

PROTECTION ZONE

NOTE:

FOR GROUPS OF TREES, PLACE BARRICADES

BETWEEN TREES AND CONSTRUCTION ACTIVITY. * DIMENSION VARIES

PER CRITICAL

PROTECTION ZONE

SAFETY - ORANGE NYLON OR

POLYPROPYLENE TYPE FENCING

SECURELY AFFIX FENCING TO

STRINGER WITH STAPLES OR NAILS

EXISTING UNDISTURBED SOIL

4' MINIMUM

HEIGHT

2' MINIMUM

DEPTH

1"X4" STRINGER

2"X4" POSTS

12' MAXIMUM

SPACING

NOTE:

CRITICAL PROTECTION ZONE: THE AREA SURROUNDING A TREE WITHIN 'A'

CIRCLE DESCRIBED BY 'A' RADIUS OF ONE FOOT FOR EACH INCH OF THE TREE

TRUNK DIAMETER AT 54" ABOVE FINISHED GRADE. FOR GROUPS OF TREES,

PLACE BARRICADES BETWEEN TREES AND CONSTRUCTION ACTIVITY.

* TREE PROTECTION BARRICADES SHALL BE LOCATED TO PROTECT A MINIMUM

OF 75% OF THE CRITICAL PROTECTION ZONE.

1 CONSTRUCTION ENTRANCE

SCALE: NTS

2 TREE PROTECTION

BARRICADES DETAIL

SCALE: NTS

3 WATERMAN F-55 FLAP VALVE OR APPROVED EQUAL

DETAIL

SCALE: NTS

4 FABRIFORM UNIMAT DETAIL

SCALE: NTS

1' MIN

3' BERM

(TYP)

1 (TYP)

3 MIN.

(TYP)

10' (TYP)

EXISTING

GROUND

25' (TYP)

CHECK DAM

5 SWALE AT CHECK DAM DETAIL

SCALE: NTS

6 SWALE DETAIL

SCALE: NTS

PROPOSED

GRADE

3' BERM

(TYP)

3' BERM

(TYP)

1 (TYP)

3:1 (T

YP)

3 MIN.

(TYP)

10' (TYP)

EXISTING

GROUND

PROPOSED

GRADE

3' BERM

(TYP)

RIP RAP

C-502

C-501

FABRIC FORM

(OR APPROVED EQUAL)

C-502

FABRIC FORM

(OR APPROVED EQUAL)

3:1 (T

YP)

N S)

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200-10034…

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File details come from the government source that posted it. Updated May 11, 2025.