KELLER-092024.pdf

PID 005224A

PINELLAS COUNTY

KELLER WTP 60" VALVE

INSERTION

BID SET

FINANCIAL PID 005224A

Mead and Hunt, Inc.

2203 North Lois Avenue, Suite 225 Tampa, FL 33607 phone: 813-210-8740 meadhunt.com

UTILITY INFORMATION PROVIDED TO OR COLLECTED BY MEAD & HUNT DURING DESIGN

UTILITY TYPE UTILITY COMPANY CONTACT PHONE EMAIL

PRELIMINARY

PLANS PROVIDED

TO UTILITY

INFORMATION QUALITY LEVEL AND DATE RECEIVED FINAL PLANS

PROVIDED TO

UTILITYLEVEL A/4 LEVEL B/3 LEVEL C/2 LEVEL D/1

WATER TAMPA BAY WATER ALLAN WILLIAMS (813) 802-8763

WATER, SEWER PINELLAS COUNTY UTILITIES - WATER CARLOS SOLIS (727) 464-5317

SEWER PINELLAS COUNTY UTILITIES - SEWER CARLOS SOLIS (727) 464-5318

ELECTRIC DUKE ENERGY - ST PETERSBURG DUKE'S CUSTOMER SERVICE CENTER (407) 629-1010

1388430.568 441436.860 29.21'

CP IRS LB 7203 TRAV

1388393.510 441273.213 29.46'

CP IRS LB 7203 TRAV

1388226.173 441152.182

28.59'

IRC LB7203 TRAV

1388271.701 441335.424 30.01'

PKD LB7203 TRAV

N:1388529.99 E:441311.87 N:1388530.18 E:441311.67

29.89 30.09

29.96 29.68

29.81

29.91

30.26

30.3130.34

30.11

29.89 29.6829.4929.24

29.2 E 15"

29.5 29.8

30.0 E

30.0

29.7

29.5

30.04

30.32

30.31

29.95 29.6629.51

29.21

29.2

29.9

29.02

29.74 29.87

30.20

30.10

29.60

.75

29.71

29.54

29.57 29.43

29.59 29.55

29.51

29.56

29.34 E

28.82

28.94

28.2

37.30

36.80

37.36

29.24

29.22 29.40

PUMP

29.25

.1

29.46 29.47 29.50

WATER MANHOLE

RIM EL=29.25'

28.7

29.1

20" 12"

12" 12"

15"

29.2

29.46

30.12

32.06

31.38

29.43

22" 9"

24"

29.53

29.58 29.56 29.62 29.65

29.62 29.60

29.62

.7

29.229.3

29.3

29.3 E

34.86

DIP 6"

DIP 4"

DIP 4"

29.13

28.29

28.68 29.12 29.18

29.40

29.80 29.52

29.85

29.78

28.4

.68

29.27

28.74

28.63

28.02

27.53

27.06

27.81

27.99

28.45

28.83

29.12

29.64

30.16

30.00 30.08

30.16

29.83

29.56

29.26

28.78 28.67

28.1 28.6 28.9 28.9

29.1

29.1

29.6

29.1

28.9 28.8

28.627.9

27.6

28.2

27.9

28.4

28.5

28.7

28.7

28.5 28.327

.9

27.7 27.5

27.6

27.6

27.7

27.6

27.9

28.0

27.227.4

.8

27.4

28.4

28.3

27.1

28.2

27.4 26.7

27.9

27.2

26.5

27.4

28.1

27.0

26.7

27.1

28.0 27.127.0

26.4 27.1

26.9

26.3

27.2

27.6

26.1

27.8

27.9

27.3

27.1 27.1

27.9

28.1

28.2 28 .7

29.0

28.6

38"

27.4

27.1

27.3

27.3

X

W W

W W

W W

W

W

X X X X X X

X X

X

X

X

X

X

X

W W W

W W

W W W

W

W

W

W W W

W W

W

W

W W W

W W

W

W

ASPHALT ROAD

ASPHALT ROAD

CONCRETE PAD

CONCRETE PAD

60" D.I. POTABLE

WATER PIPE

2' X 2' CHEMICAL BOX

UNDERGROUND

ELECTRICAL AS

MARKED

UNDERGROUND

ELECTRICAL AS

MARKED

UNDERGROUND

WATER AS MARKED

UNDERGROUND

WATER AS

MARKED

UNDERGROUND

WATER AS

MARKED

SWALE

EYEWASH/SHOWER (TYP)

6' CLF

6" DIP

BLDG

CONTROL PANELS

HEADWALL

OHE

OHE

OHE

OHE

OHE

OHE

OHE

OHE

OHE

OHE

OHE

OHE

OHE

OHE

OHE

OHE OHE

OHE

OHE

OHE

OHE

OHE

OHE

EAST QUARTER CORNER OF

SECTION 11, TOWNSHIP 27

SOUTH, RANGE 16 EAST

IRON REBAR AND CAP LB 6707

WEST LINE OF SECTION

12, TOWNSHIP 27 SOUTH,

RANGE 16 EAST

EAST LINE OF SECTION 11,

TOWNSHIP 27 SOUTH,

RANGE 16 EAST

IRF TH1 60" WL

GND=28.02'

TOP OF PIPE 22.35'

BORE SH-1

GND=28.0'

IRF TH2 60" WL

GND=28.33'

TOP OF PIPE 18.76'

IRF TH3 60" WL

GND=28.94'

TOP OF PIPE 18.37'

IRF TH4 60" WL

GND=28.86'

TOP OF PIPE 18.56'

SITE BENCH MARKS

BM #

NORTHING

1388430.568

1388393.510

1388226.173

1388271.701

EASTING

441436.860

441273.213

441152.182

441335.424

ELEVATION

29.21'

29.46'

28.59'

30.01'

DESCRIPTION

CP IRS LB 7203 TRAV

CP IRS LB 7203 TRAV

IRC LB7203 TRAV

PKD LB7203 TRAV

Feet 60300 15

GENERAL NOTES:

1. THE HORIZONTAL COORDINATES SHOWN HEREIN ARE REFERENCED TO

A GRID PROJECTION OF THE STATE PLANE COORDINATE SYSTEM OF

FLORIDA WEST ZONE (NAD 83/2011).

2. THIS SURVEY WAS COMPLETED USING TRIMBLE REAL-TIME KINEMATIC

GPS AND ROBOTIC TOTAL STATION.

3. THIS IS NOT A BOUNDARY SURVEY, NO TITLE WORK WAS PROVIDED.

4. THE FOLLOWING NATIONAL GEODETIC SURVEY CONTROL POINT WAS

RECOVERED AND UTILIZED FOR THE ELEVATIONS HEREIN:

"SPEED W", BRASS DISK ON CONCRETE MONUMENT

NAVD 1988 ELEVATION 29.66'.

5. FIELD WORK FOR THIS SURVEY COMPLETED FEBRUARY, 2023.

6. ORIGINAL SHEET SIZE IS 24"X36".

7. THIS SURVEY IS SUBJECT TO PERTINENT EASEMENTS, RIGHTS-OF-WAY

AND RESTRICTIONS OF RECORD, IF ANY.

8. RIGHT-OF-WAY LINES INDICATED HEREIN ARE BASED ON AVAILABLE

PUBLIC RECORD INFORMATION TOGETHER WITH FOUND BOUNDARY

MONUMENTATION.

9. THE PURPOSE OF THIS SURVEY IS TO SHOW TOPOGRAPHIC, DRAINAGE,

AND UNDERGROUND UTILITY INFORMATION ON A PORTION OF THE

KELLER CREEK WATER TREATMENT PLANT.

10. THIS SURVEY DRAWING WAS PREPARED FOR THE EXCLUSIVE USE OF

THE PARTY OR PARTIES CERTIFIED TO BELOW FOR THE EXPRESS

PURPOSE STATED HEREON AND/OR CONTAINED IN THE CONTRACT

BETWEEN HYATT SURVEY SERVICES, INC. AND THE CLIENT FOR THIS

PROJECT. COPYING, DISTRIBUTING AND/OR USING THIS DRAWING, IN

WHOLE OR IN PART FOR ANY PURPOSE OTHER THAN ORIGINALLY

INTENDED WITHOUT WRITTEN CONSENT FROM HYATT SURVEY

SERVICES, INC. IS STRICTLY PROHIBITED AND RENDERS THE

SURVEYOR'S CERTIFICATION, SIGNATURE AND SEAL NULL AND VOID.

ANY QUESTIONS CONCERNING THE CONTENT OR PURPOSE OF THIS

DRAWING SHOULD BE DIRECTED TO HYATT SURVEY SERVICES, INC.

(M) MEASURED DISTANCE/BEARING

(P) PLAT DISTANCE/BEARING

ASPH ASPHALT

B/C BACK OF CURB

BOS BOTTOM OF STRUCTURE

CLF CHAIN LINK FENCE

CMF CONCRETE MONUMENT FOUND

CO COUNTY

CONC CONCRETE

CP CONTROL POINT

D DELTA

DHF DRILL HOLE FOUND

DIP DUCTILE IRON PIPE

DL DRIP LINE (RADIUS)

EL ELEVATION

ELEV ELEVATION

EM ELECTRIC METER

E/B EDGE OF BRICK

E/P EDGE OF PAVEMENT

FDOT FLORIDA DEPARTMENT OF TRANSPORTATION

FFE FINISHED FLOOR ELEVATION

GIS GEOGRAPHIC INFORMATION SYSTEM

ILLEG ILLEGIBLE

INC INCORPORATED

INV INVERT

IRF IRON ROD FOUND

IRS IRON ROD SET

L LENGTH

LB LICENSED BUSINESS

NAVD NORTH AMERICAN VERTICAL DATUM

NDF NAIL & DISK FOUND

NDS NAIL & DISK SET

NGS NATIONAL GEODETIC SURVEY

NO NUMBER

NOID NO IDENTIFICATION

N.T.S. NOT TO SCALE

OR OFFICIAL RECORDS

PB PLAT BOOK

PG PAGE

PID PARCEL IDENTIFICATION NUMBER

PRM PERMANENT REFERENCE MONUMENT

PSM PROFESSIONAL SURVEYOR & MAPPER

PVC POLYVINYL CHLORIDE

R RADIUS

RCP REINFORCED CONCRETE PIPE

RNG RANGE

SHWL SEASONAL HIGH WATER LINE MARK (NAIL)

SIRC SET IRON ROD & CAP

S/W SIDEWALK

TP TRAVERSE POINT / CONTROL POINT

TWN TOWNSHIP

UG UNDERGROUND

WET WETLAND FLAG WITH NUMBER

# NUMBER

SIGN

SITE CONTROL POINT

WATER METER

SANITARY MANHOLE

FIRE HYDRANT

BACKFLOW PREVENTER

PALM

TREE

WATER VALVE

UTILITY VAULT

IRON PIPE FOUND

IRON ROD SET LB 7203 5/8"

CONCRETE MONUMENT FOUND

UTILITY RISER

SET NAIL AND DISK LB 7203

MAILBOX

FENCE POST/ANCHOR

CLEANOUT

FLAG POLE

STORM MANHOLE

GRATE INLET

RECLAIM VALVE

ANTENNA

WELL

OAK

CABLE SERVICE BOX

TELEPHONE SERVICE BOX

STREET LIGHT

UTILITY MANHOLE

FENCE LINE

RIGHT OF WAY

SLOPES

PINE TREE

SHRUB

ELECTRIC SERVICE BOX

GAS MARKER

TRAFFIC UTILITY VAULT

PEDESTRIAN CROSSING POLE

STORM DRAINAGE PIPE

SANITARY SEWER PIPE

S

SS

WOOD ELECTRIC POLE

GUY WIRE

WATER PIPEW

PROJECT

LOCATION

Hyatt Survey Services, Inc.

Geographic Data Specialists

LB No.: 7203 Phone: (941) 748-4693 2012 Lena Road Bradenton, Florida 34211

SURVEY BY:

1388430.568 441436.860 29.21'

CP IRS LB 7203 TRAV

1388393.510 441273.213 29.46'

CP IRS LB 7203 TRAV

1388226.173 441152.182

28.59'

IRC LB7203 TRAV

1388271.701 441335.424 30.01'

PKD LB7203 TRAV

N:1388529.99 E:441311.87 N:1388530.18 E:441311.67

29.89 30.09

29.96 29.68

29.81

29.91

30.26

30.3130.34

30.11

29.89 29.6829.4929.24

29.2 E 15"

29.5 29.8

30.0 E

30.0

29.7

29.5

30.04

30.32

30.31

29.95 29.6629.51

29.21

29.2

29.9

29.02

29.74 29.87

30.20

30.10

29.60

.75

29.71

29.54

29.57 29.43

29.59 29.55

29.51

29.56

29.34 E

28.82

28.94

28.2

37.30

36.80

37.36

29.24

29.22 29.40

PUMP

29.25

.1

29.46 29.47 29.50

WATER MANHOLE

RIM EL=29.25'

28.7

29.1

20" 12"

12" 12"

15"

29.2

29.46

30.12

32.06

31.38

29.43

22" 9"

24"

29.53

29.58 29.56 29.62 29.65

29.62 29.60

29.62

.7

29.229.3

29.3

29.3 E

34.86

DIP 6"

DIP 4"

DIP 4"

29.13

28.29

28.68 29.12 29.18

29.40

29.80 29.52

29.85

29.78

28.4

.68

29.27

28.74

28.63

28.02

27.53

27.06

27.81

27.99

28.45

28.83

29.12

29.64

30.16

30.00 30.08

30.16

29.83

29.56

29.26

28.78 28.67

28.1 28.6 28.9 28.9

29.1

29.1

29.6

29.1

28.9 28.8

28.627.9

27.6

28.2

27.9

28.4

28.5

28.7

28.7

28.5 28.327

.9

27.7 27.5

27.6

27.6

27.7

27.6

27.9

28.0

27.227.4

.8

27.4

28.4

28.3

27.1

28.2

27.4 26.7

27.9

27.2

26.5

27.4

28.1

27.0

26.7

27.1

28.0 27.127.0

26.4 27.1

26.9

26.3

27.2

27.6

26.1

27.8

27.9

27.3

27.1 27.1

27.9

28.1

28.2 28 .7

29.0

28.6

38"

27.4

27.1

27.3

27.3

X

W W

W W

W W

W

W

X X X X X X

X X

X

X

X

X

X

X

W W W

W W

W W W

W

W

W

W W W

W W

W

W

W W W

W W

W

W

ASPHALT ROAD

ASPHALT ROAD

CONCRETE PAD

CONCRETE PAD

60" D.I. POTABLE

WATER PIPE

2' X 2' CHEMICAL BOX

UNDERGROUND

ELECTRICAL AS

MARKED

UNDERGROUND

ELECTRICAL AS

MARKED

UNDERGROUND

WATER AS MARKED

UNDERGROUND

WATER AS

MARKED

UNDERGROUND

WATER AS

MARKED

SWALE

EYEWASH/SHOWER (TYP)

6' CLF

6" DIP

BLDG

CONTROL PANELS

HEADWALL

OHE

OHE

OHE

OHE

OHE

OHE

OHE

OHE

OHE

OHE

OHE

OHE

OHE

OHE

OHE

OHE

OHE

OHE

OHE

OHE

OHE

OHE OHE

OHE

OHE

OHE

OHE

OHE

OHE

OHE

OHE

EAST QUARTER CORNER OF

SECTION 11, TOWNSHIP 27

SOUTH, RANGE 16 EAST

IRON REBAR AND CAP LB 6707

WEST LINE OF SECTION

12, TOWNSHIP 27 SOUTH,

RANGE 16 EAST

EAST LINE OF SECTION 11,

TOWNSHIP 27 SOUTH,

RANGE 16 EAST

IRF TH1 60" WL

GND=28.02'

TOP OF PIPE 22.35'

BORE SH-1

GND=28.0'

IRF TH2 60" WL

GND=28.33'

TOP OF PIPE 18.76'

IRF TH3 60" WL

GND=28.94'

TOP OF PIPE 18.37'

IRF TH4 60" WL

GND=28.86'

TOP OF PIPE 18.56'

Feet 60300 15

EXISTING

ACCESS GATE:

CONTRACTOR TO

USE DOUBLE

SWING GATE FOR

SITE ACCESS

DURING

CONSTRUCTION

CONTRACTOR TO

PROTECT TREES

PER DETAIL 1111

ON SHEET 8

PROPOSED

PROJECT

LOCATION

PROPOSED

LAYDOWN AND

STAGING AREA

SILT FENCING

SEE DETAIL 1 ON

SHEET 5

UNDERGROUND

WATER

NOT FIELD VERIFIED

CONTRACTOR TO

FIELD LOCATE

PRIOR TO

CONSTRUCTION

CONDITION CODE:

G = GOOD M = MARGINAL NEEDS MAINTENANCE OR REPLACEMENT SOON

P = POOR, NEEDS IMMEDIATE MAINTENANCE OR REPLACEMENT C = NEEDS TO BE CLEANED

O = OTHER

CONTROL TYPE CODES

1. SILT FENCE

2. EARTH DIKES

3. STRUCTURAL DIVERSION

4. SWALE

5. SEDIMENT TRAP

6. CHECK DAM

7. SUBSURFACE DRAIN

8. PIPE SLOPE DRAIN

9. LEVEL SPREADERS

10. STORM DRAIN INLET PROTECTION

11. VEGETATIVE BUFFER STRIP

12. VEGETATIVE PRESERVATION AREA

13. RETENTION POND

14. CONSTRUCTION ENTRANCE STABILIZATION

15. PERIMETER DITCH

16. CURB AND GUTTER

17. PAVED ROAD SURFACE

18. ROCK OUTLET PROTECTION

19. REINFORCED SOIL RETAINING SYSTEM

20. GABION

21. SEDIMENT BASIN

22. TEMPORARY SEED / SOD

23. PERMANENT SEED / SOD

24. MULCH

25. HAY BALES

26. GEOTEXTILE

29. DETENTION POND

30. RETENTION POND

31. WASTE DISPOSAL/HOUSEKEEPING

32. DAM

33. SAND BAG

34. OTHER

INSPECTIONS INFORMATION:

NAME DATE

QUALIFICATION

NAME TITLE COMPANY NAME, & PHONE NUMBER(SIGNED & PRINTED)

THE ABOVE SIGNATURE ALSO SHALL CERTIFY THAT THIS FACILITY IS IN COMPLIANCE

WITH THE STORMWATER POLLUTION PREVENTION PLAN AND "NPDES GENERIC PERMIT

FOR STORMWATER DISCHARGE FROM LARGE AND SMALL CONSTRUCTION ACTIVITIES" IF

THERE ARE NOT ANY INCIDENTS OF NON-COMPLIANCE IDENTIFIED ABOVE.

27. RIP-RAP

28. TREE PROTECTION

TOTAL AREA

(SF)

(AC)

DISTURBED

AREA (SF)

AREA (AC)

UNDISTURBED

AREA (SF)

AREA (AC)

IMPERVIOUS

AREA (SF)

AREA (AC)

PERVIOUS

AREA (SF)

AREA (AC)

RAIN TYPE DATE

LOCATION DATA OF CONTROL INSTALLED CURRENT CONDITION / CORRECTIVE ACTION

IMPERVIOUS + PERVIOUS = DISTURBED*PROJECT NAME: __________________________________________________

STORMWATER POLLUTION PREVENTION PLAN INSPECTION REPORT FORM

INSPECTIONS MUST OCCUR AT LEAST ONCE A WEEK AND WITHIN 24 HOURS OF THE END

OF A STORM EVENT THAT IS 0.50 INCHES OR GREATER.

FDEP NPDES STORMWATER IDENTIFICATIONS NUMBER: FLORIDA ______________________

POLLUTION CONTROL NOTES:

GOVERNING STANDARDS AND SPECIFICATIONS:

FDEP "FLORIDA STORMWATER EROSION AND SEDIMENT CONTROL INSPECTORS MANUAL", LATEST EDITION.

ALL EROSION CONTROL MEASURES SHALL REMAIN IN PLACE UNTIL

COMPLETION OF CONSTRUCTION.

1. ALL EROSION AND SEDIMENT CONTROL WORK SHALL CONFORM

WITH LOCAL CITY/COUNTY AND WATER MANAGEMENT DISTRICT

SPECIFICATIONS, SUBJECT TO AUTHORIZED AND APPROVED

VARIANCES, WAIVERS AND/OR CONDITIONS OF SITE PERMITS.

2. EROSION AND SEDIMENT CONTROL MEASURES SHALL BE PLACED

PRIOR TO OR AS THE FIRST STEP IN, CONSTRUCTION. SEDIMENT

CONTROL PRACTICES WILL BE APPLIED AS A PERIMETER DEFENSE

AGAINST ANY TRANSPORTATION OF SILT OFF THE SITE.

3. ALL AREAS AFFECTED BY THIS WORK SHALL BE RESTORED TO A

CONDITION EQUAL TO OR BETTER THAN THE EXISTING CONDITION,

UNLESS SPECIFICALLY EXEMPTED BY THE PLANS. THE COST FOR

SUCH RESTORATION SHALL BE INCIDENTAL TO OTHER

CONSTRUCTION AND NO ADDITIONAL COMPENSATION SHALL BE

ALLOWED.

4. THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE ENGINEER OF

ANY DISCREPANCIES BETWEEN THESE PLANS AND FIELD

CONDITIONS PRIOR TO CONSTRUCTION.

5. PRIOR TO CONSTRUCTION THE CONTRACTOR SHALL PROVIDE

TREE PROTECTION BARRIERS TO MEET THE REQUIREMENTS OF

LOCAL SPECIFICATIONS.

6. THE CONTRACTOR SHALL SELECTIVELY CLEAR ONLY THE AREAS

REQUIRED FOR CONSTRUCTION AND STABILIZE ANY POTENTIAL

EROSION AREAS IMMEDIATELY FOLLOWING COMPLETION OF

CONSTRUCTION.

7. CONTRACTOR SHALL KEEP ANY AND ALL SAND, SILT OR OTHER

DEBRIS FROM MOVING OFF-SITE. USE AND MAINTAIN SILT FENCE

JUST INSIDE OF PROPERTY LINE.

8. CONTRACTOR SHALL BLOCK INTRUSION OF SAND, SILT OR OTHER

DEBRIS INTO ANY DRAINAGE OR SANITARY SEWER STRUCTURE OR

PIPING ON OR ADJACENT TO SITE.

9. ALL CLEARED AREAS FOR IMPROVEMENT AND/OR CONSTRUCTION

SHALL BE WATERED TO PREVENT WIND EROSION.

10. FOR ADDITIONAL INFORMATION AND DETAILS, SEE THE "FLORIDA

STORMWATER EROSION AND SEDIMENT CONTROL INSPECTORS

MANUAL"

11. UNLESS OTHERWISE SPECIFIED, SILT FENCES MUST BE USED IN

LIEU OF HAY BARRIERS.

12. ADDITIONAL POSTS AND RAILS MAY BE NECESSARY TO SECURE

AND SUPPORT BARRIERS.

13. ADDITIONAL BARRIER LENGTHS MAY BE REQUIRED BY THE

COUNTY ENGINEER OR BY REGULATORY AGENCIES.

14. FILTER FABRIC MUST BE INSTALLED UNDER ALL INLET GRATES, AT

ALL TIMES WHEN INLETS ARE NOT PROTECTED BY SILT FENCE OR

UNTIL THE LIMEROCK BASE IS FINISHED AND PRIMED.

15. THE CONTRACTOR IS REQUIRED TO HAVE THIS PLAN ALONG WITH

A COPY OF THE NPDES NOTICE OF INTENT (N.O.I.) POSTED IN A

VISIBLE LOCATION ON THE CONSTRUCTION SITE AT ALL TIMES.

16. "CONTRACTOR" IS REQUIRED BY NODES TO KEEP A LOG ON SITE

FOR THE SOIL EROSION AND SEDIMENT CONTROL MEASURES

INDICATED ON THE PLAN. THE LOG SHALL CONTAIN DATES FOR:

INSTALLATION OF CONTROL MEASURES, MAJOR SITE

CONSTRUCTION ACTIVITIES, INSPECTION ON AT LEAST A WEEKLY

BASIS AND INSPECTION AFTER ANY RAINFALL EVENT THAT IS 1/2"

OR GREATER.

17. THE CONTRACTOR IS REQUIRED TO SUBMIT A NOTICE OF

TERMINATION TO THE FLORIDA DEPARTMENT OF ENVIRONMENTAL

PROTECTION UPON THE COMPLETION OF CONSTRUCTION.

18. CONTRACTOR SHALL RETAIN ALL RECORDS FOR A PERIOD OF

THREE YEARS FOLLOWING THE NOTICE OF TERMINATION.

19. NON STORMWATER DISCHARGES SUCH AS FIRE HYDRANT

FLUSHING, ETC. SHALL BE DISCHARGED TO AN EXISTING

UNDERGROUND STORMWATER FACILITY OR ON SITE RETENTION

POND.

20. ANY POTENTIALLY HAZARDOUS CHEMICALS BROUGHT ONTO JOB

SITE WILL BE LIMITED AND KEPT IN ORIGINAL CONTAINER WITH MSS

LABEL.

21. NO SILT SHALL BE TRACKED ONTO PUBLIC ROADWAYS. ANY SILT

DEPOSITED ON PUBLIC ROADWAYS SHALL BE REMOVED BY END OF

THE WORK DAY.

22. CONTRACTOR SHALL PLACE SILT FENCE (AS NECESSARY) AROUND

AREA OF WORK FOR EACH MH USED FOR PIPE BURSTING.

SIDE VIEW FRONT VIEW

FILTER BAG INLET PROTECTION2 NO SCALE

ISOMETRIC VIEW

FLOW DIRECTION

CONTRACTOR SHALL INSTALL INLET FILTER FABRIC

UNDERNEATH CATCH BASIN GRATE TO FILTER

SEDIMENT AND DEBRIS. FABRIC SHALL BE SECURED

TO THE GRATE AND CLEANED OR REPLACED WHEN

PLUGGED.

(E) CATCH BASIN.

6' MAX

2' -6

2'

-6

6"

5' -0

8"

2" x 4" WOOD POST

FILTER FABRIC MATERIAL 60" WIDE ROLLS.

USE STAPLES OR WIRE RINGS TO ATTACH FABRIC TO WIRE

2" x 2" 14 GA WIRE

FABRIC OR EQUIVALENT

BURY BOTTOM OF FILTER MATERIAL

IN 8" x 12" TRENCH

FILTER FABRIC MATERIAL

3/4" - 1 1/2 " WASHED GRAVEL BACKFILL

IN TRENCH AND ON BOTH SIDES OF

FILTER FENCE FABRIC ON THE SURFACE

2" x 2" 14 GA WIRE

FABRIC OR EQUIVALENT

2" x 4" WOOD POST

ALT: STEEL FENCE POSTS

PROVIDE 3/4" - 1 1/2 " WASHED

GRAVEL BACKFILL IN TRENCH AND

ON BOTH SIDES OF FILTER FENCE

FABRIC ON THE SURFACE

SILT FENCE1 NO SCALE

FIELD INLET PROTECTION3 NO SCALE

SECTION A-A

5' R.

FLOW DIRECTION

AA

(E) CATCH BASIN CONTRACTOR SHALL INSTALL INLET FILTER FABRIC

UNDERNEATH CATCH BASIN GRATE TO FILTER

SEDIMENT AND DEBRIS. FABRIC SHALL BE SECURED

TO THE GRATE AND CLEANED OR REPLACED WHEN

PLUGGED.

FIBER ROLL (ONLY REQUIRED

IN UNPAVED AREAS)

STAKES

FIBER ROLL, SEE DETAIL 3/C-301

(E) STORM DRAIN PIPE

DATE

29.24

29.22

29.40

PUMP

29.25

.1

WATER MANHOLE

RIM EL=29.25'

28.7

29.46

30.12

32.06

31.38 29.43

28.68

28.78 28.628.6

27.9

28.4

.9

27.7

27.7

X X

X X

X X

X X

X X

X X

U G

E

W W

W W

W W

W W

W W

W W

W W

W W

W W

W W

W W

W W

O H

E O

H E

O H

E O

H E

O H

E O

H E

O H

E

N: 1388166.07 E: 441179.69

N: 1388138.68 E: 441180.61

N: 1388110.89 E: 441181.48

0+00 1+00 2+00

2+58.95

0+00 1+00 2+00

2+58.95

0+00 1+00 2+00 2+58.95

Feet 20100 5

PROFILE VIEW2 1" = 10 HORIZONTAL 1" = 2' VERTICAL

INSTALL 93 LF OF

42" BYPASS

SEE SHT 7

INSTALL

60" GATE VALVE

SEE SHT 7

EXISTING

60" STEEL

WATER MAIN

INSTALL

60" x 42" TAPPING

SLEEVE AND VALVE

INSTALL

60" x 42" TAPPING

SLEEVE AND VALVE

EXISTING

60" STEEL

WATER MAIN

EXISTING

60" STEEL

WATER MAIN

ASPH

ALT R

O

AD

EXISTING

GRADE

PLAN VIEW1 1" = 10'

FE

N

C E

FE

N

C E

INSTALL 10 LF

OF 42" DIP PIPE

EXISTING

60" STEEL

WATER MAIN

INSTALL

60" x 42" TAPPING

SLEEVE AND VALVE

INSTALL

60" x 42" TAPPING

SLEEVE AND VALVE

INSTALL

60" LINE STOP

SEE SHT 7

INSTALL

60" GATE VALVE

SEE SHT 7

42" DIP PIPE

42" x 12" MJ TEE

REDUCE TO ABOVE GRADE

2" BLOW OFF

SEE DETAIL 1 ON SHEET 8

42" x 12" MJ TEE

ABOVE GRADE

BLOW OFF

SEE DETAIL 1 ON

SHEET 8

BOLLARD (TYP.)

SEE DETAIL PCU GD 7

ON SHEET 8

12" DIP

INSTALL

BELOW GRADE

6" HORIZONTAL

BEVEL GEAR

GATE VALVE

2 L.F. ±

42" DIP

2 L.F. ±

42" DIP 2" BLOW OFF

INSTALL

60" LINE STOP

SEE SHT 7

EXISTING

60" STEEL

WATER MAIN

EXISTING

60" STEEL

WATER MAIN

INSTALL

60" LINE STOP

SEE SHT 7

INSTALL

60" LINE STOP

SEE SHT 7

42" 90° MJ BEND42" 90° MJ BEND

LINE STOP CONCRETE SUPPORT

(SEE DETAIL 2 - SHEET 8)

LINE STOP CONCRETE SUPPORT

(SEE DETAIL 2 - SHEET 8)

LINE STOP CONCRETE SUPPORT

(SEE DETAIL 2 - SHEET 8)

LINE STOP CONCRETE SUPPORT

(SEE DETAIL 2 - SHEET 8)

INSTALL 20 LF

OF 60" STEEL PIPE

INSTALL 20 LF

OF 60" STEEL PIPE

INSTALL 20 LF

OF 60" STEEL PIPE

INSTALL 20 LF

OF 60" STEEL PIPE

SITE DETAIL1 NTS

INSTALL 93 LF

42" DIP BYPASS

INSTALL

60" FLANGED

GATE VALVE

WITH ISOLATION

GASKET INSTALL

60" x 42" STEEL TAPPING SLEEVE

WITH ISOLATION GASKET

AND VALVE

EXISTING 60"

STEEL WATER MAIN

INSTALL

42" x 90° MJ BEND

INSTALL

42" x 90° MJ BEND

INSTALL 10 LF

42" DIP

42" x 12" MJ TEE

REDUCE TO ABOVE GRADE

2" BLOW OFF

SEE DETAIL ON SHEET 8

2" BLOW OFF

INSTALL

60" x 42" STEEL TAPPING SLEEVE

WITH ISOLATION GASKET

AND VALVE

STEEL FLANGED

COUPLING ADAPTER

ROMAC STYLE FC400

OR APPROVED EQUAL

WELD FLANGE

TO STEEL PIPE

NEW 60" STEEL PIPE

PROVIDE CATHODIC

PROTECTION PER

DETAILS ON SHEET 9

INSTALL 42" DIP

2'

INSTALL 42" DIP

2'

EXISTING 60"

STEEL WATER MAIN

EXISTING 60"

STEEL WATER MAIN

EXISTING 60"

STEEL WATER MAIN

INSTALL

60" LINE STOPINSTALL

60" LINE STOP

20' 15'20'15'

NEW 60" STEEL PIPE

PROVIDE CATHODIC

PROTECTION PER

DETAILS ON SHEET 9

CATHODIC PROTECTION

REFER TO DETAILS ON

SHEET 9

(TYP.)

LINE STOP CONCRETE SUPPORT

(SEE DETAIL 2 - SHEET 8)

LINE STOP CONCRETE SUPPORT

(SEE DETAIL 2 - SHEET 8)

42" DIP 42" DIP42" x 12" MJ TEE

12" DIP

6" DIP

MINUMUM

24" x 24" x 6" THICK

CONCRETE PAD WITH

BRONZE DISK PER

DETAIL PCU GD-5

BLOW OFF VALVE

6" DIP

6" 90° BEND (FL)

ABOVE GRADE BLOW OFF DETAIL1 NTS

6" x 2" REDUCER

BACKFLOW PREVENTER

2'

BELOW GRADE

6" HORIZONTAL

BEVEL GEAR

GATE VALVE

12" x 6" REDUCER3'

3'

3'

BOTTOM OF THE PIPE

SPRING LINE

60" LINE STOP

CONCRETE SUPPORT DETAIL2 NTS

CONCRETE SUPPORT REQUIRED:

· 3' FROM BOTH ENDS

· 3' FROM BOTH SIDES

· FROM THE SPRING LINE TO 3'

BELOW BOTTOM OF PIPE

LINE STOP

60" WATER MAIN

CONCRETE SUPPORT

BLOCK (3000 P.S.I.)

TYPE 1 FLUSH TEST STATION WITH EIGHT (8) ANODES - ELEVATION VIEW1 NTS

PUSH ON JOINT CONNECTION2 NTS

COUPLING BOND3 NTS

EXOTHERMIC WELD CONNECTION TO PIPE4 NTS

TAPE SPLICE5 NTS