ITB-2019-0502_CPH_-_C1993_Revised_Drawing_C-7__-_7.29.19.pdf

EXISTING PUMP SUCTION LINE

NEW RAW WATER LINE

NEW PUMP SUCTION/DISCHARGE LINE

EXISTING TANK FILL LINE (RAW WATER)

EXISTING POTABLE WATER LINE

SITE PIPING LEGEND:

EXISTING RAW WATER LINE

EXISTING STORAGE TANK DRAIN LINE

CHLORINE SOLUTION

ORTHO-POLYPHOSPHATE SOLUTION

NEW FORCE MAIN

NEW WATER SERVICE LINE

NEW SANITARY SERVICE LINE

90.5

90.5

EXISTING SANITARY SEWER GRAVITY LINE

NEW PUMP SUCTION/DISCHARGE LINE

EXISTING TANK FILL LINE (RAW WATER)

EXISTING SANITARY SEWER GRAVITY LINE

N

GRAPHIC SCALE

Scale:

Job No.

Date:

SAB

DEM

RAS

SAB

Checked by:

Approved by:

Designed by:

Drawn by:

D r a w i n g n a m e

C

R

A S

P r o j e c t s C

C u r r e n t P l a n S e t C b a s e d w g

J u l p m r s t o r y

ByNo. Date

2019C

C1993

7/29/2019

1" = 15'

ByNo. Date Revision Revision

1117 E. Robinson St. Orlando, FL 32801

Ph: 407.425.0452

CPH, Inc.

Arch. Lic. No. AA2600926

Landscp. Lic. No. LC0000298

Licenses:

Eng. C.O.A. No. 3215

Survey L.B. No. 7143

Plans Prepared By:

www.cphcorp.com

Architects

Engineers

Environmental

Landscape Architects

M / E / P

Planners

Structural

Surveyors

Offices In:

· Florida

· Puerto Rico

· Connecticut

· Maryland

· Texas

A Full Service A & E Firm

Traffic/Transportation

CITY OF CASSELBERRY

Howell Park WTP Improvements

Seminole County, Florida SCOTT A. BREITENSTEIN

REG NO. 57402

SITE GRADING PLAN

Sheet No.

C-7

B I D

R A

W I N

G

DISTRIBUTION

FLOW METER

0.25 MGD

GROUND STORAGE TANK

W/ CASCADE AERATION

0.50 MGD

GROUND STORAGE TANK

W/ CASCADE AERATION

G E

N E

R A

T O

R

WELL

NO. 1

HSP, ELECTRICAL,

AND OPERATIONS

BUILDING

C H

E M

I C

A L

R O

O M

CL2 BULK

STORAGE

FUEL TANK

S

T

A

T

E

O

GROUND STORAGE

TANK DRAIN LINE

GROUND STORAGE

TANK DRAIN LINE

P

V

C

N

K

A

I

N

A

I

N

HIBISCUS ROAD

91.78

CONCRETE

SLAB EL. 91.75

BUILDING

F.F. 91.83

FLOW METER

WELL NO. 2

BUILDING

F.F. 91.83

91.61

MATCH

EXISTING

2" SCHEDULE 80 PVC SUMP

PUMP DISCHARGE PIPE

6' HIGH CHAIN LINK FENCE

SUMP PUMP DISCHARGE PIPE

OUTLET AND SPLASH PAD

SEE SHEET C-13 FOR DETAIL

D

I P

T A

A

I N

CONCRETE

SPLASH PAD EL. 90.25

SAW CUT EXISTING

ASPHALT PAVEMENT.

MATCH NEW CONCRETE

PAVEMENT TO EXISTING

91.41

MATCH

EXISTING

PROTECT EXISTING 6" A.C. PIPE

TANK DRAIN DURING CONSTRUCTION

x

R E

D U

C E

R

A

I

N

8" D.I.P. TANK

DRAIN LINE

TANK

DRAIN LINE

91.78

91.70 TOP

OF CURB

DISTRIBUTION

FLOW METER

0.25 MGD

GROUND STORAGE

TANK

0.50 MGD

GROUND STORAGE TANK

G E

N E

R A

T O

R

W E

L L

O

HSP, ELECTRICAL,

AND OPERATIONS

BUILDING

C H

E M

I C

A L

R O

O M

CL2 BULK

STORAGE

FUEL TANK

6'

18.27' 30'

14'6.5'

40.45'

6'

9.1'

16'

10.45'

21.56'

7.5'

SITE DIMENSION LAYOUT AND GATE SENSOR DETECTOR LOOP LOCATIONS

35.33'

23.5'

6" THICK CONCRETE PAVEMENT

SEE SHEET C-15 FOR DETAIL

CONCRETE SIDEWALK

CONCRETE SLAB

6"x18" CONCRETE CURB

AND GRAVEL - SEE

SHEET C-15 FOR DETAIL

EXISTING 8' HIGH, MOTORIZED ROLL

GATE TO REMAIN. CONTRACTOR TO

REMOVE AND REINSTALL ROLL GATE,

GATE POST, AND GATE MOTOR AS

NECESSARY FOR BUILDING CONSTRUCTION

NOTES:

1. SOD ALL DISTURBED AREAS WITHIN CONSTRUCTION SITE.

2. THE SECURITY OF THE WATER TREATMENT PLANT IS TO

BE MAINTAINED AT ALL TIMES DURING THE REMOVAL OF

EXISTING FENCING AND INSTALLATION OF NEW PRE-CAST

CONCRETE POST AND PANEL FENCING AND DURING SITE

CONSTRUCTION.

BOLLARD SEE

FLOOR PLAN

BOLLARD SEE

FLOOR PLAN

GRINDER PUMP

STATION

TOP EL. 91.75

EXISTING POWER POLE

EXISTING GUY WIRES

EXISTING CHAIN LINK

FENCE TO REMAIN

EXISTING GUY WIRE

EXISTING POWER POLE

8' HIGH, PRE-CAST CONCRETE POST AND

PANEL FENCE. SEE DETAIL THIS SHEET

8' HIGH, PRE-CAST CONCRETE POST AND

PANEL FENCE. SEE DETAIL THIS SHEET

ADDITIVE ALTERNATE

8' HIGH, PRE-CAST CONCRETE

POST AND PANEL FENCE.

SEE DETAIL THIS SHEET

ADDITIVE ALTERNATE

REMOVE EXISTING SHRUBS AND

VEGETATION AS NECESSARY

FOR FENCE INSTALLATION

ADDITIVE ALTERNATE

REMOVE EXISTING TREES AS NECESSARY

FOR INSTALLATION OF PRE-CAST CONCRETE

POST AND PANEL FENCE. APPROVAL BY THE

CITY REQUIRED PRIOR TO TREE REMOVAL

DESIGN REQUIREMENTS:

1. PRE-CAST CONCRETE PANEL AND POST TO BE 5000 PSI.

2. FENCE POST CONCRETE FOOTING TO BE 3000 PSI.

3. PRE-CAST CONCRETE POST TO HAVE DECORATIVE PIER CAP.

4. MINIMUM SOIL LATERAL BEARING ALLOWABLE = 150 PSF/FT. OF

DEPTH BELOW GRADE.

5. MINIMUM ALLOWABLE SOIL BEARING PRESSURE = 2000 PSI.

6. DIMENSIONS MAY BE REDUCED TO FIT PROJECT REQUIREMENTS.

7. GROUT BETWEEN POST AND FOOTING TO BE 2500 PSI.

8. FENCE MANUFACTURER TO BE FLORIDA WALL CONCEPTS OR

APPROVED EQUAL. MANUFACTURER TO SUBMIT SIGNED AND

SEALED STRUCTURAL DRAWINGS MEETING BUILDING PERMIT

AND WIND LOAD REQUIREMENTS.

1'-8"

2'-0" DIA.

12'-0"

10" 10"

WALL TOP VIEW

WALL FRONT VIEW

COLUMN TOP VIEW

COLUMN FRONT VIEW

VERTICAL REBAR

HORIZONTAL TIES

(2) TIES AT BASE OF WALL

REBAR 'L' DOWEL

VERTICAL REBAR

HORIZONTAL TIES

3" MIN. CLEARANCE

LOOPED REBAR

1'-2"

REBAR CENTERED IN

PERIMETER OF PANEL WIDTH.

3" MIN. CLEARANCE ALL AROUND

PERIMETER REBAR THRU

LOOP INSERTS (TYP.)

(2) COIL LOOP INSERTS

WITH 1/2" RECESS

(2) COIL LOOP INSERTS WITH 1/2" RECESS

SECTION A-A

PRE-CAST CONCRETE POST AND PANEL FENCE

HAIR PIN

THRU INSERT

GROUT SURFACE

AS REQUIRED

(3) TIES AT TOP OF FOOTER

10'-4"

12'-0"

10" 10" 10'-4"

DECORATIVE PANEL FACE

AA

AA

1'-8"

DETECTOR LOOP REPLACEMENT NOTE:

CONTRACTOR TO REMOVE EXISTING DETECTOR

LOOPS AND INSTALL NEW DETECTOR LOOPS IN

CONCRETE ACCESS DRIVE. CONTRACTOR TO

CONNECT NEW DETECTOR LOOPS/SENSORS

TO EXISTING GATE SYSTEM EQUIPMENT.

SEE SHEET C-15 FOR DETECTOR LOOP DETAIL

EXISTING DETECTOR LOOPS FOR

GATE SENSORS LOCATED UNDER

EXISTING ASPHALT PAVEMENT

NOTES:

1. TRUSS BARS ARE REQUIRED FOR EACH GATE SECTION AND

THE FIRST SPAN ON EACH SIDE OF A CORNER POST ONLY.

2. PROVIDE CHAIN AND LOCK FOR SECURING GATE.

3. FENCING AND POSTS SHALL BE BLACK, VINYL CLAD.

FENCE DETAIL

DOUBLE SWING GATE DETAIL

#9 GALV CLIPS

2'-MAX SPACING

POST CAP

3" POST

CORNER SCH. 40

FINISHED

GRADE

STRETCHER BARS

2" MESH FABRIC

BLACK VINYL

COATED

3/8" ROUND

TRUSS BARS

TURNBUCKLE

#9 TIE WIRES

12" OC

" LINE POST

SCH. 40

TENSION WIRE

2500 PSI

CONCRETE

3" GATE POST

SCH. 40 (TYP)

GATE CORNER

3/8" ADJ

TRUSS RODS

" GATE FRAME

SCH. 40

2500 PSI

CONCRETE

10'-0" TO CENTER (MAX)

" TOP RAIL

SCH. 20 (TYP)

6"

12"

2"

6' 0" 6' 0"

12"

6"

6"

12"

FINISHED GRADE

BOX OUT (TYP)

NOT TO SCALE

CHAIN LINK FENCE AND DOUBLE SWING GATE

CAUTION!

EXISTING TANK DRAIN

TRANSITIONS FROM 6" PVC TO

6" A.C. PIPE. FIELD VERIFY

EXACT LOCATION AND DEPTH.

PROTECT EXISTING A.C. PIPE

DURING CONSTRUCTION

1 7-29-19 SABREVISED PER ADDENDUM NO. 5

6' HIGH x 12' WIDE SWING

GATE WITH BOXOUT

(6' DOUBLE PANELS)