NEW CONSTRUCTION NOTES - D.N. Higginsdnhiggins.com/docs/Civil Drawings.pdf · sanitary sewer...

CONTRACTOR'S SURVEY REFERENCE

RIGHT-OF-WAY AND/ OR PROPERTY LINE

TL 1500 TAX LOT NUMBER

GENERAL NOTES

1. THE CONTRACTOR SHALL REVIEW ALL DRAWINGS AND SPECIFICATIONS AND ADVISE THEENGINEER OF ANY CONFLICTS OF REPRESENTATION BETWEEN DRAWINGS AND/ORSPECIFICATIONS PRIOR TO COMMENCING WITH CONSTRUCTION.

2. THE CONTRACTOR SHALL FIELD-VERIFY EXISTING CONDITIONS PRIOR TO PERFORMINGANY WORK UNDER THIS CONTRACT AND NOTIFY THE ENGINEER IN WRITING OF ANYDIFFERENCES BEFORE COMMENCING WITH ANY CONSTRUCTION.

3. HORIZONTAL COORDINATES ARE BASED ON FLORIDA STATE PLANE COORDINATE SYSTEM.VERTICAL ELEVATIONS ARE BASED ON NGVD 1929 DATUM.

4. THE LOCATIONS, SIZES, AND ELEVATIONS OF EXISTING UTILITIES AS SHOWN AREAPPROXIMATE. THE CONTRACTOR SHALL COORDINATE WITH THE ENGINEER TO OBTAINANY AVAILABLE RECORD DRAWINGS AND SHALL DETERMINE THE EXACT LOCATION ANDELEVATION IN THE FIELD. THE CONTRACTOR SHALL ANTICIPATE THAT SCANNING ANDEXCAVATION USING LIGHT EQUIPMENT AND HAND METHODS WILL BE NECESSARY IN AREASNEAR EXISTING UTILITIES AND STRUCTURES TO AVOID DAMAGING THESE FACILITIES. THECONTRACTOR SHALL CONTACT BELLSOUTH, THE LOCAL TELEPHONE COMPANY ANDCOMCAST, THE LOCAL CABLE TV PROVIDER TO VERIFY THE LOCATION OF BURIEDTELEPHONE AND CABLE TV UTILITIES. NONE HAVE BEEN INDICATED ON THE DRAWINGS.CALL 1-800-432-4770 BEFORE DIGGING OR TRENCHING OPERATIONS BEGIN. CONTRACTORSHALL ALSO CONTACT CITY OF MARATHON ENGINEER'S OFFICE TO LOCATE SECONDARYELECTRIC LINES.

5. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION AND ELEVATION IN THE FIELDPRIOR TO INSTALLING ANY NEW WORK THAT CROSSES OR CONNECTS TO EXISTING UTILITYSYSTEMS. LOCATIONS OF NEW UTILITIES SHALL BE ADJUSTED IN A MANNER APPROVED BYTHE ENGINEER TO AVOID CONFLICTS. DAMAGES TO UTILITIES RESULTING FROM THECONTRACTOR'S OPERATIONS SHALL BE REPAIRED BY THE CONTRACTOR AT NO COST TOTHE CLIENT.

6. ALL EXCAVATION, TRENCHING, SHEETING, SHORING AND BRACING SHALL BE INSTALLED ASREQUIRED IN ACCORDANCE WITH LOCAL, STATE, AND FEDERAL REGULATIONS, INCLUDINGOSHA (29 CFR 1926).

7. ALL ITEMS INDICATED TO BE REMOVED OR DEMOLISHED SHALL BE REVIEWED WITH THEDEVELOPER TO DETERMINE IF THE ITEM IS TO BE PROPERTY OF THE CONTRACTOR. ALLITMES SHALL BE REMOVED AND DISPOSED OF IN ACCORDANCE WITH ALL LOCAL, STATE,AND FEDERAL REGULATIONS, UNLESS OTHERWISE NOTED. NO SALVAGE VALUE ISEXPRESSED OR IMPLIED BY THESE CONTRACT DOCUMENTS FOR ANY ITEMS TO BEREMOVED OR DEMOLISHED.

8. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE SECURITY OF THE CONTRACTOR'SEQUIPMENT, MATERIALS, AND PERSONNEL, AND SHALL PROVIDE ADEQUATE BARRIERS TOPREVENT RISK TO OTHERS FROM THE CONTRACTOR'S ACTIVITIES.

9. WHERE ACTUAL DIMENSIONS AND SIZES ARE PROVIDED IN THE DRAWINGS, THEY SHALLTAKE PRECEDENCE OVER SCALED DIMENSIONS. LARGE SCALE DRAWINGS SHALL TAKEPRECEDENCE OVER SMALL SCALE DRAWINGS.

10. THE CONTRACTOR SHALL SEQUENCE HIS OPERATIONS SUCH THAT ORANGE MESH SAFETYFENCING IS PROVIDED ALONG ALL AREAS BEING TRENCHED AND NO TRENCH IS LEFT OPENAT THE END OF THE WORK DAY.

11. NO CONNECTIONS FOR THE PURPOSE OF OBTAINING WATER SUPPLY DURINGCONSTRUCTION SHALL BE MADE TO ANY FIRE HYDRANT OR BLOW-OFF STRUCTURE WITHOUT FIRST OBTAINING A CONSTRUCTION METER FROM THE FLORIDA KEYS AQUEDUCTAUTHORITY.

12. IF UNSATISFACTORY MATERIAL FOR ADEQUATE BEARING IS ENCOUNTERED AT THENORMAL SUBGRADE, THE UNSATISFACTORY MATERIAL SHALL BE REMOVED ANDREPLACED WITH SUITABLE FOUNDATION STABILIZATION MATERIAL AS SPECIFIED.

13. IN GENERAL, EXISTING STRUCTURES AND UTILITIES ARE NOTED AS EXISTING AND/ORSHOWN IN LIGHT LINE WEIGHT. NEW CONSTRUCTION IS SHOWN IN HEAVY LINE WEIGHT.

14. BASE MAP INFORMATION WAS COMPILED FROM A.L.T.A./A.C.S.M. LAND TITLE SURVEY.CERTIFIED BY JOHN PAUL GRIMES, III, S. & M. # 4906, DATED 10/ 20 /09.

15. ALL FIELD LAYOUT AND SURVEYING FOR CONSTRUCTION OF THIS PROJECT SHALL BEPROVIDED BY THE CONTRACTOR AT HIS EXPENSE, UNDER THE DIRECTION OF A FLORIDALICENSED PROFESSIONAL LAND SURVEYOR.

16. ALL AREAS DISTURBED WITHIN THE RIGHT OF WAY SHALL BE SODDED.

NEW CONSTRUCTION NOTES

1. IT IS THE CONTRACTOR'S RESPONSIBILITY DURING CONSTRUCTION OF NEW UTILITIES TOANTICIPATE AND PLAN FOR CROSSINGS OF NEW AND EXISTING UTILITIES ANDSUBSURFACE FEATURES. UTILITY LINES SHALL HAVE PRIORITIES AS FOLLOWS:

A. GRAVITY SANITARY SEWER LINES SHALL BE CONSTRUCTED TO GRADES ASINDICATED.

B. ANY GRAVITY UTILITY DISCOVERED TO CONFLICT WITH GRADES FOR NEW SANITARYSEWER LINES SHALL BE IMMEDIATELY BROUGHT TO THE ATTENTION OF THEENGINEER WITH POSSIBLE SOLUTIONS FOR HORIZONTAL AND VERTICALADJUSTMENT.

C. POTABLE WATER LINES, ELECTRICAL, COMMUNICATION, AND CABLE TVDISTRIBUTIONS WILL REQUIRE RELOCATION AS NECESSARY TO ACCOMMODATE NEWSANITARY SEWER LINES. THE CONTRACTOR SHALL DETERMINE, PRIOR TOINSTALLATION, THE METHOD BY WHICH THESE LINES SHALL BE REROUTED ABOVEOR BELOW NEW SANITARY SEWER LINES. THE CONTRACTOR SHALL REFER TO THECONSTRUCTION DRAWINGS AND SPECIFICATIONS FOR SEPARATION REQUIREMENTSBETWEEN INDIVIDUAL UTILITY LINES, BOTH HORIZONTALLY AND THE CONTRACTORSHALL INCLUDE IN THE VERTICALLY, AND SPECIAL TREATMENT REQUIREMENTS. BIDPRICE ANY SPECIAL TREATMENT REQUIRED FOR UTILITY INSTALLATION, INCLUDINGADJUSTMENTS OF EXISTING UTILITIES.

2. THE CONTRACTOR SHALL ASSUME ADJUSTMENTS OF EXISTING UTILITIES WILL BEREQUIRED AT ALL UTILITY CROSSINGS SHOWN ON THE DRAWINGS, INCLUDING ALLUTILITIES OF UNKNOWN DEPTH INDICATED IN THE PROFILES. THIS INCLUDES LABOR,EQUIPMENT, AND MATERIALS, INCLUDING FITTINGS AND APPURTENANCES.

3. WHERE NEW SANITARY SEWER MAINS ARE PLACED CLOSER THAN 6-FEET HORIZONTALLYTO AN EXISTING WATER MAIN, THE CONTRACTOR SHALL ENCASE (SURROUND) THESANITARY SEWER MAIN IN 6-INCHES OF CONCRETE.

4. NEW SLABS SHALL BE GRADED TO POSITIVELY DRAIN WITHOUT ANY STORMWATERPONDING.

5. PROVIDE CONTRACTION JOINTS AT 12' O,C. MAX. JOINT PATTERNS IN PAVEMENTS ANDSIDEWALKS SHALL BE GENERALLY SQUARE. AT CURBS PROVIDE FULL DEPTH EXPANSIONJOINTS AT 100 FT. O.C. MAX, AND AT LOCATIONS WHERE STRAIGHT CURB RUNS CHAGEDIRECTIONS. AT SIDEWALKS PROVIDE WEAKENED PLANE CONTRACTION JOINTS NOTMORE THAN 5'=0" MAX. AND EXPANSION JOINTS AT 20-FT. O.C. MAX (TOOL ALL EDGES).INSTALL SELF-LEVELING SEALENT AT ALL ISOLATION/ EXPANSION JOINTS.

EROSION CONTROL NOTES

1. EROSION, SEDIMENT, AND TURBIDITY CONTROL MEASURES SHALL BE PROVIDEDTHROUGHOUT CONSTRUCTION. THE CONTRACTOR IS RESPONSIBLE FOR MAINTAININGAND REPAIRING ALL SLOPES AND SURFACES THROUGHOUT CONSTRUCTION AND UNTIL ASTABLE SURFACE CONDITION EXISTS. THE CONTRACTOR SHALL MINIMIZE THE EXPOSEDAREA AT ANY POINT DURING CONSTRUCTION AS MUCH AS PRACTICAL.

2. FILTER FABRIC SILT FENCE SHALL BE IN CONFORMANCE WITH SECTION 985, FDOTSPECIFICATION.

3. CONTRACTOR SHALL INSTALL EROSION CONTROLS NOTED ON DRAWINGS AND APPLICABLEPERMITS, EROSION CONTROLS SHALL BE MAINTAINED UNTIL A PERMANENT STAND OFGRASS IS PLANTED ONSITE.

4. BALED HAY OR STRAW BARRIERS SHALL BE CONSTRUCTED AND MAINTAINED INCONFORMANCE WITH FDOT INDEX NO. 103.

5. SILT FENCE LOCATIONS SHOWN HEREON ARE FOR CLARITY ONLY AND SHOULD BECONSTRUCTED WITHIN PROPERTY LINES.

6. PROVIDE EROSION CONTROL MEASURES CONSISTING OF STAKED SILT FENCES AND HAYBALES ALONG THE PROPOSED LIMITS OF CONSTRUCTION AS INDICATED ON THEDRAWINGS. PROVIDE ADDITIONAL MEASURES AS NECESSARY TO AVOID ADVERSEIMPACTS TO JURISDICTIONAL AREAS (WETLANDS OR WATER BODIES) AND OFF-SITE LANDSAND WATERBODIES. MAINTAIN THESE MEASURED DAILY UNTIL CONSTRUCTIONACCEPTANCE BY THE OWNER AND THEN REMOVE AND LEGALLY DISPOSE OF SAIDMEASURES.

7. EROSION CONTROL SHALL MAINTAINED WITHIN CONSTRUCTION AREA BY QUICKLYSTABILIZING DISTURBED AREA TO PREVENT THE RELEASE OF SEDIMENT. THIS SHALL BEACCOMPLISHED USING GRASS COVER, HAY BALES AND OTHER MEANS ACCEPTABLE TOOWNER, ENGINEER AND REGULATORY AGENCIES.

8. DURING CONSTRUCTION, THE CONTRACTOR SHALL, AT THE REQUEST OF THE OWNER ORAS NECESSARY MODIFY, RELOCATE THE ENVIRO-FENCE AND/OR SILT FENCE TO ALLOWFOR ACCESS AND TO COMPLETE CONSTRUCTION. IT IS THE CONTRACTOR'SRESPONSIBILITY TO MAINTAIN ADEQUATE EROSION CONTROL AT ALL TIMES.

9. DURING CONSTRUCTION, THE CONTRACTOR WILL PROVIDE TEMPORARY SEEDING ANDMULCHING FOR AREA THAT HAVE BEEN CLEARED AND NOT REWORKED WITHIN 7CALENDAR DAYS DURING THE WET SEASON (APRIL THROUGH SEPTEMBER AND 14CALENDAR DAYS DURING THE DRY SEASON (OCTOBER THROUGH MARCH). ALSO, ALL SIDESLOPES SHALL BE SODDED OR SEEDED AND MULCHED WITHIN 7 DAYS DURING WETSEASON AND 14 DAYS DURING THE DRY SEASON.

10. ALL SURFACE WATER DISCHARGE FROM SITE, INCLUDING DEWATERING DISCHARGE SHALLMEET STATE WATER QUALITY STANDARDS (LESS THAN 29 NTU ABOVE BACKGROUND)PRIOR TO REACHING ANY WATERS OF THE STATE INCLUDING WETLAND.

11. IN THE EVENT THAT THE EROSION PREVENTION AND CONTROL DEVICES SHOWN IN THESEPLANS PROVE NOT TO BE EFFECTIVE. ALTERNATE METHODS FOR MAINTAINING STATEWATER QUALITY STANDARDS FOR DISCHARGE FROM THE CONSTRUCTION SITE WILL BEREQUIRED. ANY ALTERNATE EROSION PREVENTION AND CONTROL DEVICES MUST BEAPPROVED BY MONROE COUNTY AND SFWMD COMPLIANCE PERSONNEL PRIOR TOPLACEMENT.

LEGEND

GENERAL

EXISTING

5 KEY NOTE MARKER

9 (ON SITE PLAN) # OF PARKING SPACES

SAMPLE DETAIL

BUBBLE SYMBOLS

DETAIL/SECTION TITLESECTIONDETAIL ELEVATION

3

3

SHEET ON WHICH DETAIL/SECTION/ELEVATION IS DRAWN

DETAIL OR SECTION DESIGNATION(USE NUMBERS FORDETAILS/ELEVATIONS AND LETTERSFOR SECTIONS)

SCALE: 1/4" = 1'-0"SINGLE REFERENCEDETAIL TITLE BUBBLE

DETAIL REFERENCE BUBBLE

GE

NE

RA

L N

OTE

S

1C-

MA

RC

H 2

0,20

12

= PERMANENT REFERENCE

= AERIAL POWER, TELEPHONE, AND/OR CABLE LINES= APPROXIMATE MEAN HIGH WATER LINE ACCORDING

TO ARMY CORP OF ENGINEERS ESTIMATE

= CONCRETE MASONRY UNIT STRUCTURE

40d NAIL OR AS NOTED

'LY. = ERLY

= FOUND 5/8" IRON REBAR OR AS NOTED

MONUMENT (FROM PLAT)

STAINLESS STEEL

/LS#4906

OR AS NOTED= FOUND 3/4" IRON PIPE

= SET 3/4" IRON PIPE

-P-T-C-C.M.U.S.

A.M.H.W.L.

= INDICATES CONCRETE

= POWER POLE

= ALSO KNOWN ASA.K.A.

= SET CONTROL POINT

= BROKEN LINE (NOT TO SCALE)

= CONCRETE= CHAIN LINK FENCEC.L.F.

CONC.

= PLAT

= POINT OF CURVE

= MEASURED= CALCULATED

= POINT OF BEGINNING

= POINT OF INTERSECTION

= DEED/DESCRIPTION= POINT OF COMMENCEMENT

= CENTERLINE= AIR CONDITIONER= BALCONY

= TYPICAL = CANTILEVER

= POINT OF TANGENT

(P)

(C)(M)

P.I.P.C.

(D)

LCAC

P.T.

P.O.C.P.O.B.

BALC.

TYP. CANT.

= RIGHT-OF-WAYR/WSCREW/DISC #4906

SEPARATION BETWEEN THE WATER MAIN AND ELECTRICAL LINES MUST BE MAINTAINED2. WHEN CROSSING ELECTRICAL SERVICE LINES, A MINIMUM OF 18 INCHES OF VERTICAL

HORIZONTAL VIEW

VERTICAL VIEW

PIPE ELECTRICAL PIPE

5'(MIN)

CL

5' 5'

PIPE

18"

NTSNOTES:

OF 5 FEET HORIZONTAL SEPARATION FROM ELECTRICAL LINES.

AND THE ELECTRICAL LINES MUST BE IN CONDUIT AND ENCASED IN CONCRETE.

1. WATER MAINS MUST BE INSTALLED IN A SEPARATE TRENCH WITH A MINIMUM

4" ALL AROUND ELECTRICAL CONDUIT

IN CONCRETE

ELECTRICAL CONDUIT

NTSElectrical Detail2

3. "Y" STRAINER NOT PERMITTED ON SEPARATE FIRE LINE.

(RESTRAINED JOINTS)

DISTRIBUTION MAIN

(RESTRAINED JOINTS)

90° M.J. ELBOW

VALVE

M.J. TEE

TAPPING

1. P.E. - PLAIN END, M.J. - MECHANICAL JOINT

NOTES:

2. REFER TO FKAA CROSS-CONNECTION CONTROL MANUAL AND FIRE PROTECTION

SPECIFICATIONS.SERVICE REQUIREMENTS IN FKAA MINIMUM CONSTRUCTION STANDARDS AND

PROPERTY LINEEDGE OF PUBLIC R/W

(REFER TO STANDARD DETAIL NIPPLEP.E.xP.E.FKAA DOMESTIC METER BOX

NIPPLEP.E.xP.E. A

BACKFLOW PREVENTERFKAA APPROVED

DOMESTIC

(NOTE 2)

SUPPLIED BY FKAA5/8" METER

A

TAPPING SLEEVE

P.E.xP.E. NIPPLE

DETECTOR CHECK VALVE ASSEMBLY(OR RPDA WHEN REQUIRED) WITHO.S. & Y GATE VALVES (NOTE 2)

FIRE LINE

FKAA APPROVED DOUBLE CHECK

4. REFER TO STANDARD DETAIL DRAWING No. 22 FOR INSTALLATION DETAILS.

NOTE 4

DRAWINGS 1 OR 12)

SERVICE

Separate Fire Line w/ Domestic MeterNTS

1

VERTICAL SEPARATION

SANITARY SEWER GRAVITY MAINS CROSSING UNDER WATER MAINS, MUSTMEET THE REQUIREMENTS OF VERTICAL SEPARATION.

SANITARY SEWER GRAVITY MAINS CROSSING OVER WATER MAINS, MUSTMAINTAIN A MINIMUM VERTICAL SEPARATION OF 12-INCHES (BETWEENTHE INVERT OF THE UPPER PIPE AND THE CROWN OF THE LOWER PIPE),

ALTERNATE CROSSING

1.

2.

NOTES:

AND MEET THE REQUIREMENTS OF ALTERNATE CROSSING.

SEWER PLACED IN A

SLEEVE OR ENCASED(SURROUNDED) IN A MINIMUM OF 6-INCHES

JOINT (TYP)

(TYP)

GR

AV

ITY

MA

IN

CONTINUOUS PVC

OF CONCRETE

WATERMAIN

6' MIN(TYP)

WA

TER

MA

IN

VERTICAL SEPARATION

WATER MAIN

6" MIN

SAN. GRAVITY MAIN

Sanitary Gravity Sewer and Water Main Separation & Crossing

12" PREFERRED

10' PREFERRED

6' MIN

NOTE: MINIMUM 6" VERTICALSEPARATION REQUIREMENT.

PREFERABLE WATER ABOVESANITARY SEWER. WHEN WATERMAIN CROSSES BELOW SANITARY,MINIMUM SEPARATION IS 12INCHES.

HORIZONTAL SEPARATION

SA

N. G

RA

VIT

Y M

AIN

WATER MAIN

12"

12" MINIMUM

SAN. GRAVITY MAIN

NTSC-10

3

STANDARDS AND SPECIFICATIONSHYDRANT PER FKAA MINIMUM CONSTRUCTION

ALL RESTRAINED JOINTPIPE AND FITTINGS

MATCH ELEVATIONOF EXISTING OR

ANCHOR COUPLINGOR ANCHOR TEE

PRIOR TO FINAL ACCEPTANCE OF THE HYDRANT.1. CONCRETE SLAB MAY BE ELIMINATED IN AREAS WHERE SIDEWALK IS INSTALLED

NOTES:

PROPOSED MAIN

TEE

VARIES

VALVE6" GATE

VALVE BOX (REFERTO STANDARD DETAIL

18"

VARIES

4"

SLAB

3'x3'CONCRETE

6" MAX.2" MIN.

18" TO 24" FROMRIGHT OF WAY

DRAWING No. 5)

PR

OP

ER

TY L

INE

R/W18" TO 24" MIN.

R/W RO

AD18" TO 24" MIN. 10'

AND OBSTRUCTIONS

MIN.

4'MIN.

ROAD

Fire Hydrant InstallationNTS

4

DUCTILE IRON

DO NOT POLLUTE DRAINS TO WATERWAYS

NYLOPLAST

1299CGPAPPROX. DRAIN AREA = 50.60 SQ IN

APPROX. WEIGHT WITH FRAME = 35.04 LBS

HINGED GRATEFOR EASY ACCESS

ALL DIMENSIONS IN INCHES UNLESS NOTED OTHERWISEGRATE MEETS H-10 LOAD RATINGQUALITY: MATERIALS SHALL CONFORM TO ASTM A536 GRADE 70-50-05PAINT: CASTINGS ARE FURNISHED WITH A BLACK PAINTLOCKING DEVICE AVAILABLE UPON REQUEST SEE DRAWING NO.7001-110-034

3.56

13.5

6

13.38

1.81

NTS

12" PEDESTRIAN GRATE ASSEMBLY6DU

CTILE

IRON

DO N

OT P

OLLU

TE D

RAIN

S TO

WAT

ERW

AYS

NYLO

PLAS

T

TSALPOLYN

DU C T I L E I R O N

TS

AL

PO

LY

N

DU

CT

IL

EI

RO

N

DUCT

ILE IR

ON

DO N

OT P

OLLU

TE D

RAIN

S TO

WAT

ERW

AYS

NYLO

PLAS

T

DRAIN BASINS

INLINE DRAINSTYPICAL INSTALLATIONSTYPICAL INSTALLATION OF NYLOPLASTDRAIN BASIN AND INLINE DRAIN

1: TO ENTER AN EXISTING LINE USING A TEE & RISER

2: AT THE BEGINNING OF A DRAIN LINE USING AN ELBOW & RISER

TEE ELBOW

12" DRAIN BASIN

2 INLET & OUTLETADAPTERS CAN BEPUT ON ANY ANGLE

1: TO CHANGE ELEVATION 2: TO CHANGE PIPE DIAMETER 3: TO CHANGE PIPE TYPE 4: FOR SHALLOWAPPLICATIONS 5: TO CHANGE DIRECTION

RISER

DRAIN BASIN

INLINE DRAINNYLOPLAST 1899CGS

12" INLINE DRAIN

12" INLINE DRAIN

WATERTIGHT ADAPTERS AVAILABLEFOR MOST COMMON PLASTIC PIPING SYSTEMS

8" 6"

CORRUGATEDHDPE PIPE SMOOTH WALL

PVC1 - STRUCTURES & ADAPTERS AVAILABLE IN SIZES 8" - 30"2 - ADAPTERS CAN BE MOUNTED ON ANY ANGLE 0° TO 360°, TO DETERMINE MINIMUM ANGLE BETWEEN ADAPTERS SEE DRAWING NO. 7001-110-012, 7001-110-013, & 7001-110-0143 - DRAIN BASIN TO BE CUSTOM MANUFACTURED ACCORDING TO PLAN DETAILS RISERS ARE NEEDED FOR BASINS OVER 84" DUE TO SHIPPING RESTRICTIONS SEE DRAWING NO. 7001-110-065

3 VARIABLE ELEVATION

2 A°

Nyloplast Basins: 8"-30" Typical InstallationNTS

5

C-10C-10 C-10

C-10

C-10

CIV

IL D

ETA

ILS

10RText (RText)

C-

MA

RC

H 2

0,20

12

CIV

IL D

ETA

ILS

11RText (RText)

C-

MA

RC

H 2

0,20

12

Lift Station Detail NTS

1C-11

Lift Station Detail NTS

2C-11

THIS METHOD OF INLET PROTECTION IS APPLICABLE WHERE THE

AND TRANSPORTATION OF SUSPENDED SOLIDS TO THE RECEIVING OUTFALL. CONVEYED TO THE SEWER SYSTEM IN A MANNER WHICH PREVENTS EROSION

23. ALL DISCHARGE FROM DE WATERING ACTIVITY SHALL BE FILTERED AND

21. EROSION AND SEDIMENT CONTROL BARRIERS SHALL BE PLACED ADJACENT

AND SEDIMENT CONTROL PRACTICES AS OUTLINED IN THE PLANS,

19. SEDIMENT SHALL BE REMOVED AND THE TRAP RESTORED TO ITS

MADE AS NEEDED.18. THE STRUCTURE SHALL BE INSPECTED AFTER EACH RAIN AND REPAIRS

17. SHOULD THE FABRIC ON A FILTER BARRIER DECOMPOSE

RAINFALL. ANY REQUIRED REPAIRS SHALL BE MADE IMMEDIATELY. AFTER EACH RAINFALL AND AT LEAST DAILY DURING PROLONGED

16. ALL FILTER BARRIERS SHALL BE INSPECTED IMMEDIATELY

15. ANY SEDIMENT DEPOSITS REMAINING IN PLACE AFTER THE HAY BALE

APPROXIMATELY ONE-HALF THE HEIGHT OF THE BARRIER.

14. SEDIMENT DEPOSITS SHOULD BE REMOVED AFTER EACH RAINFALL. THEY

ACCOMPLISHED PROMPTLY.13. NECESSARY REPAIRS TO BARRIERS OR REPLACEMENT OF BALES SHALL BE

END RUNS AND UNDERCUTTING BENEATH BALES.12. CLOSE ATTENTION SHALL BE PAID TO THE REPAIR OF DAMAGED BALES,

RAINFALL AND AT LEAST DAILY DURING PROLONGED RAINFALL.

10. LOOSE STRAW SHALL BE WEDGED BETWEEN BALES TO PREVENT WATER

9. EACH BALE SHALL BE SECURELY ANCHORED AND HELD IN PLACE BY AT

AGAINST THE FILTER BARRIER.

BALE TO A MINIMUM DEPTH OF FOUR INCHES. AFTER THE BALES ARE TRENCH SHALL BE EXCAVATED AROUND THE INLET AND WIDTH OF A

INLET, WITH THE ENDS OF ADJACENT BALES PRESSED TOGETHER.7. BALES SHALL BE PLACED LENGTHWISE IN SINGLE ROW SURROUNDING THE

ORIENTED AROUND THE SIDES RATHER THAN OVER AND UNDER THE BALES.6. BALES SHALL BE EITHER WIRE-BOUND OR STRING-TIED WITH THE BINDINGS

PULLED AWAY FROM THE INLET, CLEANED AND REPLACED. LONGER ADEQUETELY PERFORMS ITS FUNCTION, THE MATERIALS MUST BE

5. IF THE HAYBALES/ ROCK BAGS BECOMES CLOGGED WITH SEDIMENT SO THAT IT NO

ACCEPTANCE. ETC., ARE CLEANED OUT AND WORKING PROPERLY AT TIME OF

4. CONTRACTOR SHALL INSURE THAT ALL DRAINAGE STRUCTURES, PIPES,

UNFORSEEN CONDITIONS OR ACCIDENTS. THAT WILL NOT PERMIT SILT TO LEAVE THE PROJECT CONFINES DUE TO

3. ADDITIONAL PROTECTION - ON-SITE PROTECTION MUST BE PROVIDED

2. THE SITE CONTRACTOR IS RESPONSIBLE FOR REMOVING THE TEMPORARY

ALL DITCHES AND SWALES AT COMPLETION OF CONSTRUCTION. NOT REUSABLE ON-SITE AND ASSURING PLAN ALIGNMENT AND GRADE IN

1. THE CONTRACTOR IS RESPONSIBLE FOR REMOVING SILT FROM SITE IF

EROSION AND SEDIMENT CONTROL NOTES

LEAVING THE SITE AND RAISING TURBIDITY LEVELS ABOVE EXISTING BACKGROUND LEVEL. FINES BEING ASSESSED TO THE OWNER BECAUSE OF THE CONTRACTOR'S FAILURE TO ELIMINATE TURBID RUNOFF FROM

29. THE CONTRACTOR SHALL PAY FOR ANY WATER QUALITY CONTROL VIOLATIONS FROM ANY AGENCY THAT RESULTS IN

27. ALL EXCAVATIONS AND EARTHWORK SHALL BE DONE IN A MANNER TO MINIMIZE WATER TURBIDITY AND POLLUTION.

25. ALL TEMPORARY, EROSION, AND SEDIMENT CONTROL TO REMAIN IN PLACE UNTIL COMPLETION OF

BARRIER IS NO LONGER REQUIRED SHALL BE REMOVED. THE AREA SHALL BE DRESSED TO CONFORM TO THE FINISH GRADE, PREPARED AND SEEDED.

OR BECOME INEFFECTIVE PRIOR TO THE END OF THE PROJECT THE SILT FENCE OR FILTER BARRIER SHALL BE REPLACED PROMPTLY.

SHOWN HERE.

20. THE CONTRACTOR IS RESPONSIBLE FOR THE BEST EROSION

SPECIFICATIONS AND THE ENVIRONMENTAL MANAGEMENT PLAN (E.M.P.) IN THE ENVIRONMENTAL IMPACT ANALYSIS (E.I.A.) FOR THIS PROJECT.

TO ALL WATER BODIES AND WETLAND AREAS, WITHIN 200 FT. OF THE

DOWNSTREAM WATER QUALITY DEGRADATION.

22. ALL DISTURBED AREAS THAT WILL REMAIN UNPAVED SHALL BE GRASSED, FERTILIZED, MULCHED AND MAINTAINED UNTIL COMPLETION OF THE PROJECT

24. ALL GRASSED FILL SLOPES 4:1 OR STEEPER TO RECEIVE OVERLAPPED (SHINGLE STYLE) SOLID SOD WITH EACH PIECE INDIVIDUALLY STAKED OR PINNED.

OVERLAPPING SHALL BE A MINIMUM OF 5".

INLET DRAINS A RELATIVELY FLAT NON PAVED AREA (SLOPES NO GREATER THAN 5%) WHERE SHEET OR OVERLAND FLOWS ( NOT

TO INLETS RECEIVING CONCENTRATED FLOWS, SUCH AS ALONG ROADWAYS.EXCEEDING 0.5 CFS ) ARE TYPICAL. THE METHOD SHALL NOT APPLY

EROSION AND SEDIMENT CONTROL GENERAL NOTE:

THE ATTACHED BEST MANAGEMENT PRACTICES (BMP'S) DETAILS AND SPECIFICATIONS ARE ONLY A SUGGESTED APPROACH DEVELOPED FOR USE BY THE OWNER/CONTRACTOR TO ASSIST THEM IN IMPLEMENTING APPROPRIATE POLLUTION PREVENTION TECHNIQUES.

IT IS THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE AND IMPLEMENT THE BEST MANAGEMENT PRACTICES THAT ARE APPROPRIATE FOR THE PROJECT'S SITE SPECIFIC CONDITIONS DURING THE LIFE OF THE CONSTRUCTION ACTIVITIES.

ANY DOWNSTREAM CONDITIONS BY RAISING CHANNEL BOTTOMS AND/OR CLOGGING OUTFALL CULVERTS.28. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE REMOVAL OF ANY SEDIMENT THAT LEAVES THE SITE AND CHANGES

CONSTRUCTION.

26. IN ADDITION TO THE MINIMUM EROSION AND SEDIMENT CONTROL MEASURES SHOWN ON THE PLANS THE CONTRACTOR SHALL BE RESPONSIBLE FOR MEETING ALL APPLICABLE RULES, REGULATIONS AND WATER QUALITY GUIDELINES AND SHALL UTILIZE ALL ADDITIONAL CONTROLS NECESSARY FOR COMPLIANCE.

AND ENVIRONMENTAL IMPACTS ASSESSMENT FOR THIS PROJECT.

THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PREVENTION, CORRECTION, CONTROL AND ABATEMENT OF EROSION AND DISCHARGE SHALL BE CONTROLLED AND REROUTED THROUGH HAY FILTERS, SILTATION DIAPERS, SUMPS AND POLISHING PONDS.

CONSTRUCTION LIMITS AND FARTHER WHERE THERE IS POTENTIAL FOR

FROM ENTERING BETWEEN BALES.

FURTHER LANDSCAPING).

WATER POLLUTION IN ACCORDANCE WITH THE REQUIREMENTS OF THE BAHAMAS AND THE ENVIRONMENTAL MANAGEMENT PLAN

STACKED, THE EXCAVATED SOIL SHALL BE BACK FILLED AND COMPACTED

8. THE FILTER BARRIER SHALL BE ENTRENCHED AND BACK FILLED. A

EROSION AND SEDIMENT CONTROL DEVICES AFTER COMPLETION OF CONSTRUCTION AND ONLY WHEN AREAS HAVE BEEN STABILIZED.

(UNTIL FURTHER VEGETATIVE COVER IS ESTABLISHED FOR AREAS TO RECEIVE

LEAST TWO STAKES OR REBAR'S DRIVEN THROUGH THE BALE A MINIMUMOF 2 FEET INTO THE GROUND.

BURLAP FABRICBURIED

FILTERED WATER

W/SEDIMENTSRUNOFF WATER

W/GRATEDROP INLET

BURLAP FABRIC

STAKES

SPECIFIC APPLICATION

11. HAY BALE BARRIERS SHALL BE INSPECTED IMMEDIATELY AFTER EACH 1/2 INCH

MUST BE REMOVED WHEN THE LEVEL OF DEPOSITION REACHES 1 FOOT OR

ORIGINAL DIMENSIONS WHEN THE SEDIMENT HAS ACCUMULATED TO ONE INCH IN ADDITION TO THE REQUIREMENTS

CONTRACTOR SHALL SUBMIT A EROSION AND SEDIMENT CONTROL PLAN FOR APPROVAL BYCITY OF MARATHON PRIOR TO BEGINNING CONSTRUCTION. FURTHERMORE,CONTRACTOR SHALL OBTAIN A NPDES NOI, FROM FDEP, PRIOR TO CONSTRUCTION.

NOTES:

1. DROP INLET SEDIMENT BARRIERS ARE TO BE USED FOR SMALL, NEARLY LEVEL DRAINAGE AREAS. (LESS THAN 5%.)

2. A "REASONABLE" DESIGN SIZE PARTICLE TO CAPTURE MUST BE SELECTED.

3. SIZE DISTRIBUTION OF UPSTREAM SOIL PARTICLES MUST BE EVALUATED.

4. INFLOW AND OUTFLOW FROM THE SYSTEM FOR A SPECIFIC FREQUENCY STORM MUST BE KNOWN.

5. POND VOLUME IS DIRECTLY PROPORTIONAL TO THE DISCHARGE RATE OF WATER FROM THE SYSTEM.

6. POND VOLUME IS INVERSELY PROPORTIONAL TO THE MASS OF THE DESIGN SIZE SUSPENDED PARTICLE.

7. A SYSTEM MUST PROVIDE SUFFICIENT FLOW TO ALLOW FOR DEPOSITION OF DESIGN SIZE PARTICLES.

8. THE PONDING HEIGHT MUST BE WELL BELOW THE GROUND ELEVATION DOWNSLOPE TO PREVENT RUNNOFF FROM BYPASSING THE INLET. A TEMPORARY DIKE MAY BE NECESSARY ON THE DOWNSLOPE SIDE OF THE STRUCTURE.

ROCK BARRIER BAGS CAN BE A DOUBLEOR SINGLE LAYER AS NEEDED.

DRAINGRATE

PLAN VIEW

LESS T

HAN

5% S

LOPE

A

A

PLACE ROCK BARRIER BAGS SUCH THATNO GAPS ARE EVIDENT

1" ROCK CONTAINED IN SYNTHETIC NETBAGS (33 M/M MESH), APPROXIMATELY

TWENTY-FOUR (24") INCH LONG, TWELVE(12") INCHES WIDE AND SIX (6") INCHES

HIGH.

PLACE ROCK BARRIER BAGS SUCH THATNO GAPS ARE EVIDENT

ROCKBAGS

SECTION A-A

PONDING HEIGHT

DROP INLET

FLOW

SPILLWAY

PLACE ROCK BARRIER BAGS SUCHTHAT NO GAPS ARE EVIDENT

BACK OF CURB

CATCH BASIN

CURB INLET

BACK OF SIDEWALK

PONDING AREA FORSEDIMENT SEPARATION

PLAN VIEW

A

A

CURB INLET

SPILLWAYSIDEWALK

CATCH BASIN

PONDING HEIGHT

SECTION A-A

NOTES:

1. ALL ROCK BAG BARRIERS MUST AGREE WITH THE NOTES ON PREVIOUS PAGE.

2. PLACE CURB TYPE ROCK BAG BARRIER ON GENTLY SLOPING STREET, WHERE WATER CAN POND AND ALLOW SEDIMENT TO SEPARATE FROM RUNNOFF.

3. BAGS OF WOVEN GEOTEXTILE FABRIC, FILLED WITH GRAVEL MUST BE LAYERED SUCH THAT NO GAPS ARE EVIDENT.

4. LEAVE ONE SANDBAG GAP IN THE TOP ROW ON THE SIDE AWAY FROM FLOW, TO PROVIDE A SPILLWAY; OR IN THE CENTER IF PONDING IS NEEDED ON BOTH SIDES.

5. INSPECT BARRIERS AND REMOVE SEDIMENT AFTER EACH STORM EVENT, SEDIMENT AND GRAVEL MUST BE REMOVED FROM THE TRAVELED WAY IMMEDIATELY

NTS

Silt Rock Bag Drop Inlet Filter3NTS

Silt Rock Bag Curb Inlet Filter2NTS

Drop Inlet Sediment Filter1

SCREEN MATERIAL TO KEEP FROM12" BURY, MINIMUM. ALLOW ENOUGH

BEING PULLED OUT

SEE NOTE 5, BELOW

GEOTEXTILE MATERIAL

SILT FLOW SIDE

OPTIONAL POST POSITION(CANTED 20° TOWARD FLOW)

FIELD ESTABLISHED

DISTURBED EARTH SIDE

SEE NOTES 2 AND 3, BELOWGEOTEXTILE MATERIAL,

3. GEOTEXTILE MATERIAL SHALL BE BURIED IN THE GROUND

2. GEOTEXTILE: GRAB TENSILE AT 90 LBS,

VE

RTI

CA

L

1. POST; 2"X2" WOOD, P.T. OR 2-1/2"Ø STEEL AT 6' CENTERS, MAXIMUM.

5. OPTIONAL POST POSITION REQUIRED WHEN SLOPE IS GREATER THAN 1:2.4. ALSO SEE FDOT INDEX 199, "GEOTEXTILE CRITERIA", EROSION CLASS.

NOTES:

SECTION VIEW

15" T

O 1

8"

TYPICAL POST POSITION

3' M

INIM

UM

SEE NOTE 1STAKED POST,

15" T

O 1

8"

ELEVATION VIEW

NON DISTURBED EARTH SIDE

12"

20°±

SILT FLOW SIDE

STAKING ALIGNMENT

TRAPEZOIDAL TEAR AT 35 LBS., MULLEN BURST AT 180 PSI.

A MINIMUM OF 12" AND BACK FILLED.

50'-0" MIN.

TRANSITION

PLAN VIEW

R.O.W.EXISTING

FROM LEAVING SITEGRADE TO PREVENT RUNOFF

50'-0" MIN.

GRADE

6" MIN.

ROADWAY TO ROADWAY

DRAINAGE- ENTRANCE MUST BE PROPERLY GRADED OR INCORPORATE A DRAINAGE SWALE TO PREVENT RUNOFF FROM LEAVING THE CONSTRUCTION SITE.7.

2. LENGTH- AS EFFECTIVE, BUT NOT LESS THAN 50 FEET.

ONTO PUBLIC ROADWAY MUST BE REMOVED IMMEDIATELY.

4. WIDTH- NOT LESS THAN FULL WIDTH OF ALL POINTS OF INGRESS OR EGRESS.

5. WASHING- WHEN NECESSARY, WHEELS SHALL BE CLEANED TO REMOVE SEDIMENT PRIOR TO ENTRANCE ONTO PUBLIC ROADWAY. WHEN WASHING IS REQUIRED, IT

SHALL BE DONE ON AN AREA STABILIZED WITH CRUSHED STONE WHICH DRAINS INTO AN APPROVED STRAP OR SEDIMENT BASIN. ALL SEDIMENT SHALL BE PREVENTED FROM ENTERING ANY STORM DRAIN, DITCH, OR WATERCOURSE USING APPROVED

6. MAINTENANCE- THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION WHICH WILL PREVENT TRACKING OR FLOWING OF SEDIMENT ONTO PUBLIC ROADWAYS. THIS MAY REQUIRE PERIODIC TOP DRESSING WITH ADDITIONAL STONE AS CONDITIONS DEMAND, AND REPAIR AND/OR CLEANOUT OF ANY MEASURES USED TO TRAP SEDIMENT. ALL SEDIMENT SPILLED, DROPPED, WASHED OR TRACKED

GENERAL NOTES:

1. STONE SIZE- 3 TO 5 INCH OPEN GRADED ROCK.

3. THICKNESS- NOT LESS THAN 8 INCHES.

METHODS.

6" MIN.

FDOT #1 COARSE AGGREGATE

HARD SURFACE ROAD

50' MIN. ADAPT TO SITE ENTRANCE GEOMETRY

6'30' R.

LIMEROCK BASE

1-1/2" TYPE SP-9.5ASPHALTIC CONCRETE

NTS

Gravel Construction Entrance5NTS

Staked Silt Barrier Detail4

C-12 C-12 C-12

C-12 C-12

NP

DE

S D

ETA

ILS

12RText (RText)

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EC EC EC EC EC EC EC EC EC EC EC EC

EC

EC

EC

EC

EC

EC

EC

EC

EC

EC

EC

EC

EC

EC

EC

EC

EC

EC

EC

EC

EC

EC

EC

EC

EC

EC

EC

EC

EC

EC

EC

EC

EC

EC

EC

EC

EC

EC

EC

EC EC EC EC EC

EC EC EC EC EC EC EC EC EC

EC

ECEC

wm wm wm wm wm wm wm wm wm wm wm wm wm wm wm

4''san

EROSION CONTROL (SILT) FENCE



GRAVEL CONSTRUCTIONENTRANCE

EROSION CONTROL (SILT) FENCE(TO BE MODIFIED AS NECESSARY)

LEGEND

NOTE:SYMBOLS IN LEGEND ARE NOT TO SCALE

EROSION CONTROL (SILT) FENCEEC

CONSTRUCTION ENTRANCE (GRAVEL)

PROPERTY LINE

RText (RText)

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2

DE

MO

LITI

ON

& E

RO

SIO

N C

ON

TRO

L P

LAN

10'10' 0

NORTH

SCALE 1"=10'BAR IS TWO INCHES ON ORIGINAL DRAWINGS IF

NOT TWO INCHES ON THIS SHEET ADJUSTSCALES ACCORDINGLY

DEMOLITION & EROSION CONTROL NOTES:1. CONTRACTOR SHALL OBTAIN AN FDEP NATIONAL

POLLUTANT DISCHARGE ELIMINATION SYSTEM (NPDES)NOI PERMIT PRIOR TO CONSTRUCTION.

2. EROSION CONTROL MEASURES DESIGNED TOFACILITATE CONSTRUCTION WITHIN THE FDOT R/WARE TO MODIFIED, AS NECESSARY THROUGHOUTCONSTRUCTION, TO ELIMINATE THE POSSIBILITY OFOFF-SITE SEDIMENT DISCHARGE.

wm wm wm wm wm wm wm wm wm wm wm wm wm wm wm wm wm wm

2.0088.17

38.66

MM 59.28

R30.00

R30.00

R12.00

EDGE OF PAVED SHOULDER

EDGE OF TRAVEL LANE

PROPOSED STORM STRUCTURE,SEE CIVIL SHEET C-6, FOR COORD.

50.00

13.00

12" SOLID WHITE

(2) 6" DBL. YELLOW

R1-1 STOP SIGN

LEGEND

KEY NOTE MARKER

PARKING SPACE COUNT

DRY RETENTION AREA


6

ASPHALT PAVEMENT

PROPERTY LINE

CONCRETE PAVEMENT

STRUCTURE (ROOF AREA)

wm wm wm wm wm wm wm wm wm wm wm wm wm wm wm wm wm wm

5.254.75

FDOT LEASE AREA BOUNDARY

EDGE OF PAVED SHOULDER

EDGE OF TRAVEL LANE

7.61 7.25

EXTENTS OF ASPHALT RESTORATION.MATCH EXISTING ELEV.

C/L U.S.1 (S.R. NO. 5)

33.34

50.00

2.002.14

ASPHALT SURFACE:1" SP-9.5 (OVER TACKCOAT)1.5" SP-12.5 (OVER PRIMECOAT)

12" STABILIZED SUBGRADE(LBR 40 MIN.)

8" LIMEROCK BASE. COMPACTED TO 98%MODIFIED PROCTOR

RText (RText)

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FDO

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NE

CTI

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PLA

N

NORTH

ACCESS CONNECTION SITE PLANSCALE: 1" = 10'

SITE TRIANGLE EXHIBITSCALE: 1" = 50'

20.00

650.00

650.00

ACCESS CONNECTION CROSS SECTIONSCALE: NTS

FDOT CONNECTION PLAN GENERAL NOTES:1. ALL WORK DONE IN THE STATE RIGHT-OF-WAY MUST BE IN

ACCORDANCE WITH THE FDOT CURRENT SPECIFICATIONS ANDSTANDARDS.

2. ALL DISTURBED AREAS WITHIN THE STATE RIGHT-OF-WAY ARETO BE SODDED IN ACCORDANCE WITH FDOT CURRENTSPECIFICATIONS AND STANDARDS.

4.75

wm wm wm wm wm wm wm wm wm wm wm wm wm wm wm wm wm

4''san

S

5.254.75

5.254.75

5.254.75

5.25

GRASSY KEYFIRE

STATION # 15F.F.E. = 10.00

NGVD

1

1

2

3

3

4

4

5

6

6

6

27

7

8

9

10

10

11

12

13

15

14

16

17

23

22

17

17

1717

18

18

20

21

25

26

5.50

5.50

5.50

5.50

5.50

5.50

LEGEND

KEY NOTE MARKER

PARKING SPACE COUNT

DRY RETENTION AREA


6

ASPHALT PAVEMENT

PROPERTY LINE

CONCRETE PAVEMENT


ASPHALT PAVEMENT

LIQUID PROPANE TANK (SEE ARCH. DWGS FOR COORD.)

R1-1 24" STOP SIGN

CONCRETE PAVEMENT

DRY RETENTION AREA

BUILDING AREA

RETAINING WALL

TRASH / RECYCLE

TRANSFORMER (GROUND-MOUNTED)

PAVEMENT MARKING: STOP BAR (24" SOLID WHITE)

1

2

3

4

5

6

7

8

9

10

11

12

13

14

15

16

17

HANDICAP ACCESSIBLE PARKING / SIGNAGE

PAVEMENT MARKING: DBL. YELLOW (6" SOLID YELLOW)

PROJECT LIMITS

18

STORM INLET (12" TRENCH DRAIN)

19

STORM INLET (NYLOPLAST STRUCTURE)

20

STORM STRUCTURE (FDOT-SIDE DRAIN MES)

21

22

23

24

25

26

DOUBLE CHECK VALVE ASSEMBLY

SANITARY SEWER LIFT STATION

27

PAVEMENT MARKING: PARKING STRIPE (6" SOLID WHITE), TYP.

6" FDOT TYPE "D" CONC. CURB

REDUCED PRESSURE BACKFLOW PREVENTER

WATER METER (POTABLE WATER)

SANITARY SEWER CLEAN-OUT

FIRE HYDRANT

SITE LIGHTING (SEE ARCH DWGS. FOR COORD.)

3' CURB CUT & CONCRETE FLUME

PARKING BUMPER (CONCRETE), TYP.

RText (RText)

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10'10' 0

NORTH



4.75

R28.09

R30.00

21.00

12.50

5.00

18.009.00

88.17

31.93

33.39

4.15

R3.50

R3.50R1.75

24.00

3.50

35.00

15.00

15.00

21.21

16.50

5.00

1.23

7.77

S

R8.70

R12.41

R12.00

16.00

48.72

R8.00

R4.00

6.0013.30

5.254.75

5.254.75

5.254.75

5.25

± 15.50

5.00

5.00 10.00

10.00

GRASSY KEYFIRE

STATION # 15F.F.E. = 10.00

NGVD

5.50

5.50

5.50

5.50

5.50

5.50

15.50

LEGEND

DRY RETENTION AREANOTE:SYMBOLS IN LEGEND ARE NOT TO SCALE

ASPHALT PAVEMENT

CONCRETE PAVEMENT


PROPERTY LINE

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GE

OM

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10'10' 0

NORTH



4.75

7.61M/E

4.16 L.P.

7.54

4.88

4.18

4.67

9.85

9.85

10.009.76

8.308.30

7.257.25

6.33

5.70


4''san

S

5.254.75

5.254.75

5.254.75

5.25

INSTALL 12" NYLOPLASTYARD BASING.E. = 4.75I.E. = 1.25


INSTALL 12" NYLOPLAST YARD BASING.E. = 4.75I.E. = 1.25

10.00

10.00

7.10 7.10

8.50

8.00

6.01

10.10



INSTALL ± 14 LF 12" STORM PIPE



INSTALL ± 65 LF 12" TRENCH DRAIN

INSTALL SIDE DRAIN MITERED END SECTIONIN ACCORDANCE WITH FDOT STD. DETAIL #273

INSTALL SIDE DRAIN MITERED END SECTIONIN ACCORDANCE WITH FDOT STD. DETAIL #273


GRASSY KEYFIRE

STATION # 15F.F.E. = 10.00

NGVD

5.50

5.50

5.50

5.50

5.50

5.50

M/EM/E

M/E

RE-GRADE EXISTING SWALE TO ADJUSTFLOW LINE TO MATCH NEW SIDE DRAIN

RE-GRADE EXISTING SWALE TO ADJUSTFLOW LINE TO MATCH NEW SIDE DRAIN

LEGEND

ASPHALT PAVEMENT

EXISTING GRADE

PROPOSED GRADE

DRY RETENTION AREA

5.00'

STORMWATER FLOWNOTE:SYMBOLS IN LEGEND ARE NOT TO SCALE

STORMWATER INLET (NYLOPLASTINLINE BASIN)

STORMWATER PIPE

CONCRETE PAVEMENT


PROPERTY LINE

RText (RText)

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DR

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AG

E &

GR

AD

ING

PLA

N

10'10' 0

NORTH



DRAINAGE & GRADING NOTES:1. THE STORMWATER SYSTEM FOR THIS PROJECT /

CITY OF MARATHON PARCEL HAS BEENQUANTIFIED AND MODELED IN THE PREVIOUSLYPERMITTED MARATHON AREA #7 WWTP.

2. THE STORMWATER SYSTEM HAS BEENDESIGNED TO RETAIN THE 25YR /72 HR STORMEVENT.

4.75


6''FL6''FL

6''FL

WM

6''FL 6''FL

INSTALL TAPPING SLEEVE & VALVE

APPROXIMATE LOCATION OFEXISTING WATER MAIN

INSTALL WATER METER (POTABLE)

INSTALL REDUCED PRESSUREBACKFLOW PREVENTER (POTABLE)

INSTALL BACKFLOW PREVENTERDOUBLE CHECK VALVE ASSEMBLY (FIRE)

INSTALL FIRE HYDRANT

POTABLE SERVICE LOCATION.SEE MEP DWGS. FOR CONT.

FIRE PROTECTION SERVICELOCATION. SEE FP DWGS. FOR CONT.

4''san

LOCATION OF 4" SDR 26 PVC SEWERFORCEMAIN (APPROX. LOCATION)

S

REMOVE CAP AND TIE 4" SDR 26 PVCSANITARY LINE INTO EXISTING SERVICE LOCATION

INSTALL ± 16 LF 4" SDR 26 PVC FORCEMAIN

INSTALL LIBERTY PUMP DUPLEX GRINDERPACKAGE (D3648-LSG) LIFT STATION.

ELECTRICAL SERVICE LOCATION TBD.INSTALL SANITARY SEWER CLEAN-OUT

4" SANITARY SERVICE LOCATION.SEE MEP DWGS. FOR CONT.

INSTALL ± 39 LF 6" C-900 PVC FIRE MAIN



INSTALL ± 27 LF 2" PVC POTABLEWATER SERVICE LINE

INSTALL ± 27 LF 2" PVC POTABLEWATER SERVICE LINE

5.254.75

5.254.75

5.254.75

5.25W

M

GRASSY KEYFIRE

STATION # 15F.F.E. = 10.00

NGVD

5.50

5.50

5.50

5.50

5.50

5.50

LEGEND

WATER METER

WATER LINE

SANITARY SEWER FLOW DIRECTION

GATE VALVE

WATER FITTINGS

SANITARY SEWER LINE

SANITARY SEWER CLEAN-OUT


4"SS

2"WM

FIRE LINE6"FL

WM

REDUCED PRESSUREBACKFLOW PREVENTER

RPZ

ASPHALT PAVEMENT

CONCRETE PAVEMENT

DOUBLE CHECK VALVE ASSEMBLYRPDA

EXISTING WATER MAINwm

EXISTING SANITARY SEWER LINE4"fm


PROPERTY LINE

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UTI

LITY

PLA

N

10'10' 0

NORTH



UTILITY NOTES:1. ALL WORK MUST BE IN ACCORDANCE WITH FKAA

MINIMUM CONSTRUCTION STANDARDS ANDSPECIFICATIONS.

2. NO WORK SHALL BE DONE ON OR IN THEVICINITY OF A FKAA WATER MAIN SYSTEMWITHOUT A REPRESTATIVE OF FKAA PRESENT.

3. CONTRACTOR TO VERIFY EXACT LOCATIONS OFEXISTING UTILITY CONNECTIONS PRIOR TOCONSTRUCTION.

6" MIN LIMEROCK BASECOURSE

COMPACTED TO 98% ASTM D-1557

8" SUBGRADE COMPACTED TO95% OF ASTM D-1557.

COURSE OVER PRIME COAT2" SP-9.5 STRUCTURAL

2

2

3

3

NOTE:PAVEMENT TO BE BUILT IN COMPLIANCEWITH FDOT STANDARDS ANDSPECIFICATIONS.

KEYED NOTES

NTS

Asphalt Pavement Detail1

MIN.

Pavement Connection to Existing SurfaceNTS

2

PRIMECOAT

NEW TYPESP-9.5 ASPHALT*

COMPACT SUBGRADE*

NEW LIMEROCK BASE*

EXISTING BASECOURSE

EXISTING PAVEMENT

SAWCUT EXISTING PAVEMENTALONG NEAT STRAIGHT LINE

12"

*NOTE:FOR MATERIAL DEPTHS AND TESTING REQUIREMENTS OFNEW ASPHALT CONSTRUCTION, PLEASE REFER TO CIVILDETAIL # 1, SHEET C-7

COLOR 15180, OR EQ.STANDARD #595-ABLUE PAINT: FEDERAL

6" BLUE LINE

6" WHITE LINE 6"2"

6"

STANDARDSPACE

SIDEWALK

FOR H.C.GRAPHICSEE DETAIL

SPACEHANDICAP

H.C. SIGN (SEE DETAIL)

12'

Handicap Parking DetailsNTS

5

NOTE (R7-8 SIGN): THIS IS A STANDARD SIGN AND MAY BEORDERED FROM TRAFFIC SIGN SUPPLIER BY NUMBER.THE SIGN MUST BE SUPPLEMENTED WITH A "VANACCESSIBLE" SIGN AS APPLICABLE AND/OR AMOUNT OFTHE FINE FOR ILLEGALLY PARKING IN THE RESERVEDSPACE(S) A MUNICIPALITY MAY IMPOSE, CONFIRM WITHLOCAL REGULATIONS.

Accessibility SignageNTS

6

2"2"

C2"

C4"

1"

4"

1'-6

"

1 12" R

4 7 8" 5"

4 14" 4 14"

3" 3"1 12" R

6"

1-0"USDOT STANDARD R7-8 SIGN

SEE NOTEBELOW

1"

3/8"

3/8"

1

2

3

1

MATERIALS AND CONSTRUCTION SHALL CONFORM TO THEREQUIREMENTS OF SECTION 350 OF FDOT SPECIFICATIONS.

BASE MATERIAL: 8" CRUSHED LIMEROCK WITH A MIN. LBR OF 100COMPACTED TO 98% OF THE MODIFIED PROCTOR MAX. DRYDENSITY.

SUB-BASE: 12" STABILIZED WITH A MIN. LBR 40 COMPACTED TO95% OF THE MODIFIED PROCTOR MAX. DRY DENSITY.

NTS6" Concrete Pavement Detail9

(1/2" RAD.)

TOOLED EDGE

NTSTypical Sidewalk Detail8

1. PROVIDE EXPANSION JOINTS WHERE NEW SIDEWALKS ABUTSTRUCTURES AND CONTRACTION JOINTS AT INTERVALS EQUAL TOSIDEWALK WIDTH.

2. REPLACE CONCRETE SIDEWALKS AT SCORED JOINTS TO AVOID APATCHED APPEARANCE. PROVIDE A 2" LEVELING COURSE BENEATHNEW SIDEWALK.

4'-0"

USE GRID

4'-0

" FOR SCALE

BOTTOM PORTION OF SIGN SHALL HAVE A REFLECTORIZED WHITE BACKGROUND WITHBLACK OPAQUE LEGEND & BORDER.

ALL LETTERS ARE 1" SERIES "C".TOP PORTION OF SIGN SHALL HAVE A REFLECTORIZED BLUE BACKGROUND WITHWHITE REFLECTORIZED LEGEND & BORDER.

NOTES:

Handicap Graphic DetailsNTS

7

7"

5"

2-3/4"

1"

6' LONG PRECAST CONCRETEPARKING BUMPER

(2) 18" LONG #4 REBAR INSTALLED 12"(MIN.) INTO GROUND

34" RADIUS, TYP.

Concrete Parking Bumper DetailNTS

3

GALV. REBAR18" LONG, 3 PER BUMPER

PRECAST CONC. BUMPER6'-0" LONG W/GALV. REINF.18" INTO GROUND BELOW

1. DESIGN BASED ON WEIGHT OF EARTH AT 120 p.c.f., FRICTION ANGLE OF 35°, AND 2' LIVE SURCHARGE.

TYPICAL SECTION VIEW

2. DESIGN BASED ON 4,000 p.s.i. CONCRETE AND SOIL BEARING CAPACITY OF 2000 p.s.f.

5. ALL REINFORCEMENT SHALL HAVE 2" CONCRETE COVER MINIMUM, AND 3" CONCRETE COVER WHEN CAST

4. FOR VERTICAL REINFORCEMENT USE ADEQUATE NUMBER OF BARS FOR SUPPORTING THE HORIZONTAL

6. ALL EXPOSED EDGES TO HAVE 3/4" CHAMFER.

TEMPERATURE AND SHRINKAGE REINFORCING.

AGAINST SOIL.

NOTES:

VA

RIE

S

E-BARS

8"

CONTINUOS#4 @ 18" OC,

....

8"

.. ..

.. ..

.. ..

.. ..2'-0

"

..

6"

2'-10"

.... ..

CONTINUOS#4 @ 18" OC,

42"*

4"

FINISHED GRADE,SLOPE @ 1/2"PER FT. MIN.

FINISHED GRADE,

JOINTS AT INTERVALS NOT EXCEEDING 90' ON CENTER.3. CONTRACTION JOINTS SHALL BE PROVIDED AT INTERVALS NOT EXCEEDING 30' ON CENTER AND EXPANSION

6"

G-BARS

H-BARS

#4 @ 10"OC

#4 @ 10"OC

#4 @ 10"OC

NTS

Retaining Wall Detail10C-8

LANDSCAPE AREA ASPHALT AREA

*SE

E N

OTE

7

FINISHED GRADE.7. WHEN FINISHED GRADING ABUTTING WALL IS ROADWAY PAVING, WALL SHALL EXTEND 42" MIN. ABOVE

C-8 C-8 C-8

C-8 C-8 C-8 C-8C-8

Side Drain Mitered End Section (Concrete Pipe)NTS

11C-8

Trench Drain DetailNTS

4C-8

CIV

IL D

ETA

ILS

8RText (RText)

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Tapping Sleeve and Valve for Distribution MainNTS

2 Gate Valve & BoxNTS

3

Restrained Joint DistancesNTS

TYPICAL SECTION VIEW

WE

S R

E

CL

E A N O UT

PLAN - COVER FORSEWER CLEAN OUT

FRAME AND COVER SECTION

8"

6"x 6"x 6" WYE

CONCRETE ENCASEMENT

ROADWAY OR DRIVEWAYCONCRETE COLLAR, 3000 psi

6" PVC, 45° SWEEP

PLUG END, SLIP x SLIP

CAST IRON FRAME AND COVER EQUAL TO U.S. FOUNDRY #USF 7621

2'-6" DIA.

6"

NOTES:1. THIS SANITARY CLEAN OUT IS TO BE USED IN ALL TRAFFIC AREAS, INCLUDING THE PARKWAY FROM CURB

TO PROPERTY LINE OR SIDEWALK

INVERT OF PIPE

AS

SH

OW

N O

N P

LAN

S

6"6"

6"6"MIN. MIN.

2. IN ASPHALTIC PAVEMENT AREAS CONCRETE COLLAR SHALL BE LOWERED 3" FROM GRADE TO ALLOW FORTHE ASPHALT TO BE AROUND COLLAR. COLLAR IS 5" THICK IN THESE AREAS.

SEE NOTE 2

#4 REFORCING BARS-E.W.

13-1/2"

9-5/8"

6"8"

Trench and Pavement RestorationNTS

8

NOTES:1. 2" WIDE DETECTABLE WARNING TAPE SHALL BE INSTALLED BETWEEN 6" AND 12"

BELOW FINISH GRADE ABOVE ALL WATER MAINS.2. PIPE SHALL BE BEDDED IN COMPACTED GRANULAR SELECT GRANULAR

MATERIAL FREE OF ROCKS, CLAY, AND ORGANIC MATERIAL. BEDDING SHALLPASS THROUGH A 3 8" SIEVE.

Sanitary Sewer Cleanout Detail: Traffic RatedNTS

4

GRADE

OBSTRUCTED, OR HAVE HOSELINE MUST NOT BE BRANCHED,

FLOW

1. THE ASSEMBLY MUST BE INSTALLED ON THE CUSTOMER'S PROPERTY, AS CLOSE TO THE

2. THE ASSEMBLY MUST BE ACCESSIBLE FOR TESTING ANNUALLY, AND FOR OVERHAULEVERY FIVE YEARS.

3. REDUCED PRESSURE ZONE ASSEMBLY MUST APPEAR ON THE APPROVED LIST FOUND IN THE FKAA MANUAL OF CROSS-CONNECTION CONTROL.

METER AS PRACTICAL.

NOTES:

ON THIS SIDEIN R/W

SPIGOT ATTACHED

OBSTRUCTEDMUST NOT BERELIEF VENT

VENT

METER TO BE

IN

STRUT AND CLAMP (OPTIONAL)SUPPORT BY UNIVERSAL STRUT

CLE

AR

AN

CE

18" M

IN.

OUT

3/4" to 2" Reduced Pressure Backflow Preventer InstallationNTS

6

1. PRESSURE TEST INSTALLED TAPPING SLEEVE AND VALVE ASSEMBLY BEFORETAPPING EXISTING MAIN. SEE FKAA MINIMUM CONSTRUCTION STANDARDS &

2. SEE FKAA MINIMUM CONSTRUCTION STANDARDS & SPECIFICATIONS FOR LIST OF

3. ALL TAPS SHALL BE MADE WITH AN APPROVED TAPPING DEVICE.

MECHANICAL JOINT

APPROVED TAPPING SLEEVES AND VALVES.

NOTES:

EXISTINGDISTRIBUTION

FLANGED JOINT

MAIN

3/4" TEST PLUG

THRUST BLOCK

TAPPING VALVE WITH2"x2" OPERATING NUT

AISI TYPE 304 STAINLESS

RESILIENT SEATED

SPECIFICATIONS.

STEEL NUTS AND BOLTS

CARBON STEEL TAPPING SLEEVE &VALVE WITH FUSION-APPLIED EPOXYCOATING

8 MIL POLYETHYLENESHEETING

24"

"W"

30" C

OV

ER

D.I. OR PVC MAIN

MIN

.

VALVE BOX LID SHALL HAVENON-PROTRUDING, NON-PENETRATING

PROPOSED SURFACEMATCH EXISTING OR

(NOTE 1)

6"

D.I. OR C-900 PVCRISER PIPE (LENGTH VARIES)

3. U.S.F. No. 7615 OR APPROVED EQUAL WITH 6" DIA. RISER FOR VALVES 6" DIA. OR

2. IN UNPAVED AREA INSTALL VALVE BOX LID 1/2" ABOVE SURFACE.

4. U.S.F. No. 7630 OR APPROVED EQUAL WITH 10" DIA. RISER FOR VALVES 8" DIA. OR

TO PREVENT MOVEMENTRISER TO BE NOTCHED

D.I. GATE VALVE

NOTES:

NOTES 3 AND 4

4"

MIN

.

MIN

.

CONCRETE COLLAR SHALL HAVE

24"

A LEVEL AND SMOOTH FINISHIN UNPAVED AREAS (NOTE 1)

1. CONCRETE COLLAR ALSO MAY BE FORMED AS A 24" DIA. CIRCLE UNDER PAVEMENT.

SMALLER.

LARGER.

PICKHOLES AND THE LETTER "W"

BRONZE I.D. DISC

(YEARINSTALLED)

INSTRUCTIONS)(OPERATING

(TYPE)

(SIZE)

1997

L-19

RWGV

6"

AISI TYPE 304 MIN.STAINLESS STEELNUTS & BOLTS

6" MIN.(TOP OF RISERPIPE TO STOP)

REMOVE OLD

SAW CUT AND APPLY TACK COATTO ALL SURFACES AND EDGES

BACKFILL TRENCH INMAX. 8" COMPACTED LIFTS

ABOVE PIPE (NOTE 2)SELECT BEDDING TO 8"

ASPHALT SURFACE

PIPE O.D.6" 6"

MIN. 18"

8"

2'2'

1' 1'

DETECTABLE WARNINGTAPE (NOTE 1)

8"

RESTORE ROAD BED TWO TIMES ORIG.THICKNESS OR 8-12" MIN.

TYPE S-I OR S-III ASPHALTIC CONCRETE 1- 12"

MINIMUM THICKNESS

7

AND MEET THE MINIMUM DESIGN STANDARDS OF THE AWWA.3. ACCEPTABLE ASSEMBLIES ARE THOSE THAT ARE APPROVED BY EITHER ASSE OR FCCHR

SCREEN) ON 2 1/2" AND LARGER BACKFLOW PREVENTERS.1. CONCRETE SUPPORT BLOCKS AND "Y" TYPE STRAINER (WITH STANDARD PERFORATED

2. THE ASSEMBLY MUST BE INSTALLED WITH MINIMUM HORIZONTAL CLEARANCES OF 30" FORTHE SIDE WITH TEST COCKS AND 8" FOR THE BACK SIDE.

LOCATED THISSIDE IN R/W

NOTES:

METER TO BE

GRADE

MUST BE RESILIENTSEATED SHUTOFFVALVES

CLE

AR

AN

CE

18" M

IN.

NOTE 1

STRAINER

FLANGED DUCTILE IRON PIPE ONINSTALLATIONS GREATER THAN 3" DIA.

CONC. SUPPORT BLOCKS ORF.K.A.A. APPROVED SCREW

JACK

6"X3'X3' CONCRETE SLAB

LINE MUST NOT BEBRANCHED OROBSTRUCTED

LINE MUSTNOT BEBRANCHED,OBSTRUCTED,OR HAVE HOSESPIGOT

4. UPON INSTALLATION, ALL OS & Y (OUTSIDE SCREW & YOKE) VALVE CONTROLS SHALL BE CHAINED TO PROVIDE TAMPER PROTECTION.

2-1/2" to 10" Reduced Pressure Backflow Preventer NTS

5

SEE SECTION IV - MATERIAL SPECIFICATIONS

B= FORD LOCKABLE METER STOP OR APPROVED EQUAL

24.5" MIN.

SHALL BE MAINTAINED PER METER MANUFACTURER'S REQUIREMENTS.MINIMUM DISTANCES BETWEEN METER INLETS/OUTLETS AND THE CLOSEST FITTINGS

* "W" ON CATALOG NUMBER IS FOR PADLOCK WINGS.

FORD HHS 31-323, HHS 31-444, 0R APPROVED EQUALC= FKAA APPROVED DUAL CHECK VALVE: MUELLER No. H-14242 OR

1" METER= 11"

5/8" METER = 7-3/4"

E= CUSTOMER TIE-IN POINT

D= SEALED REGISTER WATER METER

METER DIAMETER

A= METER BOX AND LID

NOTE:

1" No. B43-344 W

No. B43-342 W

METER STOP

**

1" POLYETHYLENE TUBING

GROUND LEVEL

B D

6" TO 7"

FLOW

C

A

E

SCH 40 PVC

(AWWA C-901)

34" x 5 8"

BOX-OLDCASTLE PRECAST #1118-12 HW BCF-XL BODY(0-2 MOUSE HOLE)LID-OLDCASTLE PRECAST #FL12P001-NO FIBERLYTE LID WITH NEPTUNE PROBE PROVISION

5/8" and 1" Meter w/ Dual Check Valve AssemblyNTS

1C-9 C-9 C-9

C-9

C-9C-9

C-9 C-9

CIV

IL D

ETA

ILS

9RText (RText)

C-

MA

RC

H 2

0,20

12

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