01_DRAFT_CNT2_Plans_4Civil_Part6.pdf

H

PB

MW

FLOW

FLOW

D

W W

E B

E R

G

N E

R A

L C

IV

IL

N O

T E

S A

N D

S Y

M B

O L

S

C-0001

M L

U H

V

S E

V E

R A

N C

M

L

U H

O

L

IC

IT

A

T

IO

N N

O

D E

S

IG

N E

D B

Y

D E

S C

R

IP

T

IO

N

A

M A

R K

S I Z

E

S U

B M

IT

T

E D

B Y

D A

T E

C O

N T

R A

C T

N O

C

H E

C K

E D

B Y

D R

A W

N B

Y

IS

S

U E

D A

T E

B

C

D

E

F

G

2 3 4 5 6 7 8 9 10

SHEET ID

®of Engineers

US Army Corps

U .S

A

R M

Y C

O R

P S

O F

E N

G

IN

E E

R S

F

IL

E N

A M

E

D R

A W

IN

G

D A

T E

A N

S I

D

W

E P

-2

-C -X

X X

X

JA

C

K S

O N

V

IL

L E

D

IS

T R

IC

T

S

A N

M A

R C

O B

L V

D

J A

C K

S O

N V

IL

L

E F

L

C

-1 C

N T

C

-C -0

.d g n

U s e r:

m lu h

/1

/2

/0

/2

/0

/2 ta n te c T

E T

R A

T E

C H

J O

I N

T V

E T

U R

E N

J V

I I on any electronic copies.

the signature must be verified signed and sealed and document are not considered

Printed copies of this

Vincent Joseph Severance signed and sealed by

This item has been digitally

License No. 93101

Professional Engineer, State of Florida, Vincent Joseph Severance, B R

O W

A R

D C

O U

N T

Y

F L

O R

ID

A

C O

N T

R A

C T

C

-1 I

M P

O U

N D

M E

N T

A N

D M

IT

IG

A T

IO

N

A R

E A

A

B R

O W

A R

D C

O U

N T

Y W

A T

E R

P R

E S

E R

V E

A R

E A

S P

R O

J E

C T

C O

M P

R E

H E

N S

IV

E

E V

E R

G L

A D

E S

R E

S T

O R

A T

IO

N

P L

A N

C

E R

P

W E

P R

C O

N T

R A

C T

R

T A

S U

B M

IT

T

A L

GENERAL CIVIL NOTES

TRAFFIC CONTROL NOTES

OTHERWISE DIRECTED IN THE FIELD.

TRAFFIC CONTROL DEVICES (MUTCD) AND THE FDOT 102-600 DRAWING SERIES UNLESS

DEVICES AND METHODS, MUST COMPLY WITH THE USDOT MANUAL ON UNIFORM

SIGNAGE. CONSTRUCTION TRAFFIC CONTROL SIGNS, BARRICADES, WARNING LIGHTS,

THE CONTRACTOR IS RESPONSIBLE FOR PROVIDING PROPER CONSTRUCTION 2.

STOP ON ROUTE 27 NEAR THE SOUTHWEST SITE ENTRANCE.

CONTRACTOR MUST PROVIDE A MINIMUM OF 1 WEEK NOTIFICATION FOR THE TRUCK

A PRIVATE PROPERTY OWNER IS IMPACTED BY CONSTRUCTION. ADDITIONALLY THE

THE CONTRACTOR MUST PROVIDE A MINIMUM OF 48 HOUR NOTIFICATION IF ACCESS TO 1.

UTILITY NOTES

SHOWN OR NOT SHOWN.

PRECAUTIONARY MEASURES NECESSARY TO PROTECT UTILITY LINES WHETHER

THE CONTRACTOR MUST VERIFY ALL LOCATIONS AND ELEVATIONS AND MUST TAKE ALL 6.

THE CONTRACTOR MUST PROTECT ALL REMAINING EXISTING UTILITIES.5.

DRAWINGS FOR POINTS OF CONNECTIONS.

CONTRACTOR MUST POTHOLE FOR EXISTING UTILITIES PRIOR TO SUBMITTAL OF SHOP

EXISTING UTILITIES IN AND AROUND THE AREAS OF NEW CONSTRUCTION. THE

PRIOR TO THE START OF CONSTRUCTION, THE CONTRACTOR MUST LOCATE ALL 4.

THE CONTRACTOR.

RESPECTIVE UTILITY ENTITY. ALL REPAIR COSTS MUST BE THE RESPONSIBILITY OF

ENTITIES. ALL REPAIRS OF THE DAMAGED UTILITIES MUST BE DONE BY THE

CONSTRUCTION AND MUST IMMEDIATELY REPORT ANY DAMAGE TO THE UTILITY

EXISTING UTILITIES NOT TO BE DISTURBED WHICH OCCURS BY THEIR FAULT DURING

AREA PRIOR TO DIGGING. THE CONTRACTOR MUST BE RESPONSIBLE FOR DAMAGE TO

CONTACT SUNSHINE ONE CALL FOR MARKING OF UNDERGROUND UTILITIES FOR THIS

LOCATIONS PRIOR TO WORKING NEAR EXISTING UTILITIES. CONTRACTOR MUST

UTILITY LOCATIONS SHOWN ARE APPROXIMATE. CONTRACTOR MUST VERIFY 3.

WITH THE UTILITY OWNER AND THE CONTRACTING OFFICER.

TO ANY CONNECTION TO AN EXISTING UTILITY, THE CONTRACTOR MUST COORDINATE

CONTRACTOR MUST COORDINATE WITH THE RESPECTIVE UTILITY COMPANIES. PRIOR

RELOCATION OF PRIVATE UTILITIES AS REQUIRED MUST BE PERFORMED BY OTHERS. 2.

ALL EXISTING UTILITIES ARE TO REMAIN UNLESS OTHERWISE NOTED.1.

LOWER AREAS ADJACENT TO THE CUT AREAS.

IMPOUNDMENT AREA TO EL. 6.0' NAVD88. EXCAVATED MATERALS MAY BE PLACED IN

CONTRACTOR MUST EXCAVATE ALL HIGH LAND AREAS WITHIN THE CLEARED 25.

OF WESTON, FL CODE OF ORDINANCES SECTION 52.50.

CONTRACTOR MUST ABIDE BY APPLICABLE NOISE REGULATIONS INCLUDING THE CITY 24.

NOTES.

SURFACING AND SEDIMENT PIT. SEE SHEET GC0003 AND GC0004 FOR ADDITIONAL

EGRESS FROM CONSTRUCTION AREAS TO PUBLIC ROADS WITH FDOT #1 AGGREGATE

CONTRACTOR MUST PROVIDE A SOIL TRACKING PREVENTION DEVICE AT ALL POINTS OF 23.

PERMITS PRIOR TO BEGINNING CONSTRUCTION.

CONTRACTOR MUST OBTAIN ALL NECESSARY ENVIRONMENTAL, AGENCY, AND OTHER 22.

OF CONTRACT PER SPECIFICATION SECTION 01 57 20.

CONTRACTOR MUST CLEAN AND REMOVE ALL TRASH IN PROJECT LIMITS PRIOR TO END 21.

EL. 3.8' NAVD88. CONTRACTOR WILL BE RESPONSIBLE FOR ELEVATION VERIFICATION.

CONTRACTOR MAY WASTE MATERIAL WITHIN THE CLEARED IMPOUNDMENT AREA UP TO 20.

STOCKPILE AREAS IDENTIFIED IN THE PLANS.

ALL SATISFACTORY EXCESS MATERIAL MUST BE STOCKPILED IN THE EMERGENCY 19.

AND MISCELLANEOUS SITE DEBRIS.

INCLUDE BUT ARE NOT LIMITED TO: ABANDONED UTILITIES, PAVEMENTS, FOUNDATIONS

OFFSITE AND DISPOSED OF LEGALLY AND PROPERLY. UNSATISFACTORY MATERIALS

DESIGNATED AREAS WILL BECOME PROPERTY OF THE CONTRACTOR AND BE HAULED

ON THE PLANS. EXCAVATED MATERIALS WHICH ARE UNSATISFACTORY FOR USE IN

ALL SATISFACTORY EXCAVATED MATERIAL MUST BE PLACED AS FILL IN AREAS SHOWN 18.

STRUCTURES WITHIN THE PROJECT LIMITS PER SPECIFICATION SECTION 02 41 00.

UNLESS OTHERWISE NOTED, THE CONTRACTOR MUST REMOVE ALL CONCRETE 17.

BRACING SYSTEM OR OTHER SHORING PER SPECIFICATION SECTION 31 00 00.

PROTECT THE SIDES OF THE EXCAVATION BY AN INTERLOCKED SHEETING AND

FENCES, AND OTHER PROPERTY CAUSED BY THEIR EXCAVATION. CONTRACTOR MUST

CAVING OR SETTLING AND FOR ALL DAMAGE TO PAVEMENTS, BUILDINGS, HOUSES,

THE CONTRACTOR IS ENTIRELY RESPONSIBLE TO PROTECT EXCAVATIONS FROM 16.

THE LIMITS OF CLEARING AND GRUBBING SHOWN ON THE DEMOLITION PLANS.

LIMITS OF THE PROJECT INSIDE THE C-11 IMPOUNDMENT, CANAL BANKS, AND WITHIN

UNLESS OTHERWISE NOTED, THE CONTRACTOR MUST REMOVE ALL TREES WITHIN THE 15.

ACTIVITIES EXCEPT FOR AREAS WITHIN THE ENVIRONMENTALLY SENSITIVE AREAS.

THE LIMITS OF CONSTRUCTION, AND THOSE DISTURBED BY THE CONTRACTOR'S

CONTRACTOR MUST SEED AND FERTILIZE ALL NON-PAVED AREAS DISTURBED WITHIN 14.

VERIFY EXISTING CONDITIONS PRIOR TO THE START OF CONSTRUCTION.

CONTRACTOR MUST BE RESPONSIBLE FOR BEING FAMILIAR WITH THE SITE AND MUST 13.

ALONG THE EASTERN LIMITS OF THE PROJECT.

STREET CROSSING TO THE C-11 CANAL AND MAINTAIN FLOW OF EXISTING CANAL C/3

OUTFALL AT C-11, MAINTAIN FLOW OF EXISTING CANAL B/4 FROM THE SOUTHWEST 36TH

DURING CONSTRUCTION THE CONTRACTOR MUST MAINTAIN FLOW TO THE CANAL A/5 12.

IMMEDIATE ACTION TO REDUCE VIBRATIONS TO ACCEPTABLE LIMITS.

02 22 13. IF VIBRATIONS EXCEED ALLOWABLE LIMIT, THE CONTRACTOR MUST TAKE

VIBRATION CONTROL - CONTRACTOR MUST MONITOR VIBRATION. SEE SPECIFICATION 11.

COVERED TO PREVENT BLOWING.

CHEMICAL DUST SUPPRESSANT. DUSTY MATERIALS IN PILES OR IN TRANSIT MUST BE

SUBJECT TO DUSTING MUST BE KEPT MOIST WITH WATER OR BY APPLICATION OF

DUST IN ACCORDANCE WITH SPECIFICATION SECTION 01 50 02. EACH SURFACE

DUST CONTROL - CONTRACTOR MUST TAKE MEASURES TO PREVENT UNNECESSARY 10.

INDICATED IN THE SWPPP.

BMPS MUST BE CONSTRUCTED PRIOR TO ANY GROUND DISTURBING ACTIVITIES AS

(SWPPP) FOR THIS PROJECT PER SPECIFICATION SECTION 01 57 20. ALL NECESSARY

THE CONTRACTOR MUST DEVELOP THE STORMWATER POLLUTION PREVENTION PLAN 9.

CUTS, ETC PER SPECIFICATION SECTION 01 11 00.

MUST BE ESTABLISHED PRIOR TO DESTROYING EXISTING MONUMENTS/NAILS/CROSS

THROUGHOUT CONSTRUCTION. ALL CONTROL POINTS REQUIRED FOR CONSTRUCTION

PERMANENT AND TEMPORARY BENCHMARKS AND ADJUST AS NECESSARY

BENCHMARKS (TBM'S) AS NEEDED. THE CONTRACTOR MUST PERIODICALLY VERIFY

IT MUST BE THE RESPONSIBILITY OF THE CONTRACTOR TO ESTABLISH TEMPORARY

VERIFYING ALL MEASUREMENTS AND GRADES PRIOR TO BEGINNING CONSTRUCTION.

THE CONTRACTOR MUST BE RESPONSIBLE FOR LAYING OUT THE WORK AND 8.

THE CONTRACTING OFFICER.

CONSTRUCTION STAGING AREA AS SHOWN ON THE PROJECT DRAWINGS APPROVED BY

SPECIFICATION SECTION 01 50 02. CONTRACTOR IS TO USE AND MAINTAIN

CONSTRUCTION STAGING AREAS AND HAUL ROADS AS NEEDED FOR WORK PER

CONTRACTOR MUST BE RESPONSIBLE FOR OBTAINING AND MAINTAINING 7.

SPECIFICATION SECTION 01 57 20.

(EPSC) MEASURES ARE ALSO OUTLINED ON SHEETS GC0003 AND GC0004 AND IN

OBSTRUCTIONS. INSTALLATION OF EROSION PREVENTION AND SEDIMENT CONTROL

REMOVAL OF EXISTING STRUCTURES, UTILITIES, VEGETATION, AND OTHER

REFER TO CIVIL SITE DRAWINGS FOR STRIPPING, CLEARING, DEMOLITION AND 6.

BE SCALED.

DRAWINGS AND DETAILS MARKED (NTS) ARE NOT SHOWN TO SCALE AND SHOULD NOT 5.

MUST VERIFY ACTUAL DIMENSIONS IN THE FIELD.

DIMENSIONS AND/OR ELEVATIONS MARKED THUS (±) ARE APPROXIMATE. CONTRACTOR 4.

CONTRACTOR MUST MAINTAIN CONTINUOUS ACCESS TO THE SBA CELL TOWER.3.

GEOID 12B. SEE ADDITIONAL NOTES ON SHEET V-0001.

VERTICAL DATUM (NAVD 1988) AND ARE EXPRESSED IN FEET. BENCH MARK "Y 408"

ELEVATIONS, UNLESS OTHERWISE NOTED, ARE BASED ON THE NORTH AMERICAN 2.

SECTION 31 52 10.

CONTRACTOR IS RESPONSIBLE FOR ALL DEWATERING ACTIVITIES PER SPECIFICATION 1.

GENERAL CIVIL NOTES - CONTINUED

31 52 10.

OFF-SITE IN ACCORDANCE WITH APPLICABLE PERMITS, PER SPECIFICATION SECTION

ALL DEWATERING DISCHARGES WITHIN THE LIMITS OF CONSTRUCTION OR DISPOSE

31. CONTRACTOR IS RESPONSIBLE FOR ALL DEWATERING ACTIVITIES AND MUST RETAIN

32 92 23.

ALL CONSTRUCTED SLOPES 4H:1V OR STEEPER MUST BE SODDED PER SPECIFICATION 30.

PRIOR TO PROCEDURE.

DRAWINGS, CONTRACTOR MUST NOTIFY CONTRACTING OFFICER FOR VERIFICATION

IF ACTUAL FIELD CONDITIONS VARY SIGNIFICANTLY FROM THE CONSTRUCTION 29.

FILL PER SPECIFICATION 31 00 00.

VEGETATED EMBANKMENT SLOPES MUST BE CONSTRUCTED FROM ORGANIC PUSHED 28.

OR BUILDING.

ALL BUILDING COORDINATES ARE TO OUTSIDE CORNER OF COLUMN 27.

SPECIFICATION SECTION 01 11 00.

THE CONTRACTOR'S EXPENSE WITH NO ADDITIONAL COSTS TO USACE, PER

EXPEDITIOUSLY REPAIRED OR RECONSTRUCTED TO THE SATISFACTION OF OWNER AT

ALL STRUCTURES DAMAGED BY THE CONTRACTOR'S OPERATIONS MUST BE

PROTECT FROM DAMAGE, ALL EXISTING STRUCTURES WHICH ARE TO REMAIN IN PLACE.

NECESSARY TO THE CONTRACTOR MUST TAKE ALL PRECAUTIONARY MEASURES 26.

FLOW

FLOW

L1

C1

TEMPORARY LIMITS OF CONSTRUCTION

LIMITS OF CONSTRUCTION

RIGHT OF WAY

RIPRAP PLAN VIEW

CANAL BOTTOM

TEMPORARY FENCE

SECURITY FENCE

STORM DRAIN

SLURRY WALL

GUARDRAIL

DRAINAGE DITCH

ELECTRIC SERVICE

ELECTRIC PRIMARY

WATER LINE

CENTERLINE

PROPOSED CONTOURS

SOIL-CEMENT

SLURRY WALL NOTES

FOR SLURRY WALL NOTES AND DETAILS SEE SHEET CF0004.1.

(STONE TYPE VARIES)

RIPRAP SECTION VIEW

EMBANKMENT FILL

FINE FILTER SAND

CLSM

CONCRETE

EXISTING TEMPORARY LIMITS OF CONSTRUCTION

EXISTING LIMITS OF CONSTRUCTION

EXISTING PROPERTY LINE

EXISTING RIGHT OF WAY

EXISTING RIPRAP PLAN VIEW

EXISTING CANAL BOTTOM

EXISTING TEMPORARY FENCE

EXISTING SECURITY FENCE

EXISTING STORM DRAIN

EXISTING STORM SEWER

EXISTING SLURRY WALL

EXISTING GUARDRAIL

EXISTING DRAINAGE DITCH

EXISTING ELECTRIC SERVICE

EXISTING ELECTRIC/FIBER OPTIC

EXISTING ELECTRIC PRIMARY

EXISTING COMMUNICATION/FIBER OPTIC

EXISTING WATER LINE

EXISTING CENTERLINE

EXISTING CONTOURS

EXISTING STILLING WELL WALKWAY

EXISTING STAFF GAUGE

EXISTING THREE POLE MOUNT RTU

EXISTING BOLLARD

EXISTING DANGER SIGN

EXISTING BOAT WARNING SIGN

EXISTING CLEANOUT

EXISTING MANHOLE

EXISTING DOUBLE VEHICLE GATE

EXISTING SINGLE VEHICLE GATE

EXISTING FLOW ARROW RIGHT

EXISTING FLOW ARROW LEFT

EXISTING BORINGS AND TEST PITS

EXISTING TRAFFIC SIGNAL

EXISTING HANDHELD JUNCTION BOX

EXISTING POWER JUNCTION BOX

EXISTING VALVE PIT

EXISTING MONITORING WELL

EXISTING ROAD SIGN

EXISTING POWER POLE

(STONE TYPE E)

BLANKET DRAIN

2% 2%

EXISTING SOIL-CEMENT

EXISTING GRAVEL/DRAINROCK/AGGREGATE BASE

VIEW (STONE TYPE VARIES)

EXISTING RIPRAP SECTION

EXISTING EMBANKMENT FILL

EXISTING FINE FILTER SAND

EXISTING CLSM

EXISTING CONCRETE

(STONE TYPE E)

EXISTING BLANKET DRAIN

EXISTING SUBGRADE

GRAVEL/DRAINROCK/AGGREGATE BASE

CIVIL SYMBOLS

WALKWAY

STILLING WELL

POST

BAT HOUSE

STAFF GAUGE

THREE POLE MOUNT RTU

BOLLARD

DANGER SIGN

BOAT WARNING SIGN

CLEANOUT

MANHOLE

DOUBLE VEHICLE GATE

SINGLE VEHICLE GATE

VIBRATING WIRE PRESSURE SENSOR

SURVEY SETTLEMENT MARKER

LINE OR CURVE DATA SEGMENT LABELS

WATER LEVEL INDICATOR

SLOPE INDICATOR

SLOPE LINE

FLOW ARROW RIGHT

FLOW ARROW LEFT

BORINGS AND TEST PITS

POWER POLE

D

C O

N

TR

AC

T

M

O D

- F O

R

IN

FO

R

M

AT

IO

N

O N

LY

N O

T R

EV

IE

W

ED

N

O T

FO

R

C O

N

ST

R U

C

TI

O N

/0

6/

C O

N

TR

AC

T

M

O D

- F

IN

AL

N O

T

FO

R C

O N

ST

R

U C

TI

O

NDRAFT

k3endlml Stamp