Technical_Drawings.pdf

PDF 11 MB Posted Dec 1, 2023

Attached to: Construction of the Draft Hydrant and Fill Station at Osceola Road Landfill
Solicitation number: CC-5532-23/TAD
Issued by: Seminole County, Florida

About this file

Written by GovTribe AI · Jun 27, 2025

These are technical engineering drawings prepared by PRW Group, LLC for the Seminole County Solid Waste Management Division for the Osceola Road Solid Waste Management Facility Dry Hydrant and Water Truck Fill Station project. The drawings, dated March 2022, comprehensively detail the site plan, structural plans, mechanical specifications, and electrical layouts for constructing a dry hydrant for fire protection and a water truck fill station at the Osceola Road Landfill. The project involves creating an 8-inch dry hydrant connected to an on-site pond, with a dedicated water truck fill station, gravel drive area, and associated infrastructure including piping, valves, pump stations, and electrical connections.

The technical drawings specify precise engineering details including concrete slab foundations, pipe specifications (using SCH 40 PVC and C-900 PVC), stainless steel fittings, and electrical system configurations. The project site is located on a 130-acre parcel owned by Seminole County, zoned as public property. The design includes provisions for future expansion, such as a second pump station location, and incorporates specific requirements for erosion control, permitting compliance, and fire department approvals. The estimated project cost is approximately $150,000, with the contractor responsible for finalizing permitting through Seminole County's Building and Fire Departments and constructing the system in accordance with NFPA 1142 standards.

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Other files

File	Type	Posted
Construction_of_the_Draft_Hydrant_and_Fill_Station_at_Osceola_Road_Landfill_(Addendum_#4_Revision).pdf	PDF	Jan 24, 2024
CC-5532-23_DRAFT_Agreement.pdf	PDF	Dec 7, 2023
Technical_Specifications.pdf	PDF	Dec 1, 2023
Standard_Construction_under_$500,000_(No_Engineer).pdf	PDF	Nov 17, 2023
Standard_Construction_under_$500,000_(Engineer)_(1).pdf	PDF	Nov 17, 2023
FEMA_REQUIREMENTS.pdf	PDF	Nov 17, 2023
Contract_Documents_(after_notice_of_award_is_issued).zip	ZIP file	Nov 17, 2023
Notice_of_No-Bid_(turn_in_if_company_is_not_bidding).docx	DOCX document	Nov 17, 2023

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C O V E R

S H E E T

G-1

OSCEOLA ROAD SOLID WASTE MANAGEMENT FACILITY

DRY HYDRANT & WATER TRUCK FILL STATION

PH: (407) 475-9163 - FAX: (407) 475-9169

Maitland, Florida 32751

531 Versailles Drive, Suite 202

Certification of Authorization #7831

WEKIVA ENGINEERING, LLC | FL COA. 31920

711 N ORANGE AVE | WINTER PARK, FL 32789

PH: 321.972.4989 | WEKIVA PROJ. NO. 17-155

Seminole County Solid Waste

Management Division

1934 E. Osceola Drive, Geneva, FL 32732

March 2022

QUADRANGLE MAP

LOCATION MAP

Seminole County

SITE

SHEET N0 SHEET TITLE

GEBERAL

G-1 COVER SHEET

CIVIL

C-1 EXISTING SITE PLAN

C-2 PROPOSED SITE PLAN

STRUCTURAL

S-1 GENERAL STRUCTURAL NOTES AND PLANS

S-2 SECTIONS AND DETAILS

MECHANICAL

M-1 PLAN, SECTIONS AND DETAIL

M-2 MECHANICAL DETAILS

ELECTRICAL

E-1 ABBREVIATIONS, SYMBOLS & PLANS

E-2 ABBREVIATIONS, SYMBOLS & PLANS

DRAWING INDEX

PROJECT INFORMATION

APPLICANT: SHAKEEL BALROOP, SOLID WASTE MANAGER

SEMINOLE COUNTY SOLID WASTE MANAGEMENT DIVISION

1950 STATE ROAD 419

LONGWOOD, FLORIDA 32750

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FLORIDA P.E. NO. 42593

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WILLARD C. HOANSHELT, P.E.

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PROJECT LOCATION

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OSCEOLA ROAD SOLID WASTE MANAGEMENT FACILITY

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PROJECT LOCATION

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DRAWING NUMBER

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REMARKS

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CHKD

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REV.

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DATE

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DRAWN

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RICHARD D. WILSON, P.E.

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FLORIDA LICENSE NO. 42807

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E X I S T I N G

S I T E

P L A N

C-1

LOCATION OF PROPOSED

TRUCK FILL PUMP STATION

(ADD FILL TO RAISE

AREA)- SEE PROPOSED PLAN

LANDFILL ACCESS ROAD

SCALE HOUSE

PROJECT AREA (DRAFT

HYDRANT AND WATER

TRUCK FILL STATION)

MAINTENANCE AREA

EX. FIRE TANK AND

TRUCK FILL (ABANDON)

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1" = 30' 0 30 60

PROJECT AREA - ENLARGED PLAN

E. OSCEOLA ROAD &

LANDFILL ENTRANCE

SITE DATA

OWNER: SEMINOLE BCC

SITE PARCEL NUMBER (SEMINOLE COUNTY P.A.): 35-19-32-300-0030-0000

TOTAL AREA: 130 ACRES

ZONONG: PUBLIC

1" = 200'

EXISTING SITE PLAN 0 200 400

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48" CMP

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ASPHALT PAVEMENT

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48" CMP

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RETENTION POND APPROXIMATE VOLUME: 322,000 CUBIC YARDS

AutoCAD SHX Text PARCEL ID: 36-19-32-300-0030-0000 SEMINOLE COUNTY LANDFILL OWNER: SEMINOLE COUNTY BOARD OF COUNTY COMMISSIONERS NO RECORDING INFORMATION FOUND OR PROVIDED

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INVERT=11.19

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APPROXIMATE EDGE OF WATER ELEVATION=14.6 09/28/2020

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INVERT=11.40

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INVERT=9.49

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SITE BENCHMARK

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SET 5/8" IRON ROD

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"SSMC TRAV. PT."

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ELEVATION=20.14

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SITE BENCHMARK

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SET 5/8" IRON ROD

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"SSMC TRAV. PT."

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ELEVATION=18.45

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DRAWING NUMBER

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REMARKS

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CHKD

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DATE

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DRAWN

AutoCAD SHX Text THIS DOCUMENT HAS BEEN DIGITALLY SIGNED AND SEALED BY: PRINTED COPIES OF THIS DOCUMENT ARE NOT CONSIDERED SIGNED AND SEALED. THE SIGNATURE MUST BE VERIFIED ON THE ELECTRONIC DOCUMENTS.

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STATE OF

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RICHARD D. WILSON, P.E.

FLORIDA LICENSE NO. 42807

NOTES:

1. CLEAR, GRUB AND STRIP AREA OF ALL ORGANIC MATERIAL AND TOP 4” OF

EXISTING SOIL. FILL AND COMPACT IN 12-INCH LIFTS TO 95% OF MAXIMUM

DENSITY AS DETERMINED BY AASHTO T-180, INSTALL GRAVEL FILL DRIVEWAY

WITH 6" FDOT #57 STONE WITH 60 MIL GEOFABRIC LINER UNDER STONE TO

FINAL GRADE. SLOPE TO MATCH GRADE AT EXISTING PAVEMENT. GRAVEL FILL

AREA IS APPROXIMATELY 1,000 SF.

2. PIPING FROM INLET STRAINER TO FIRE CONNECTION SHALL BE SCH. 40 PVC.

3. BELOW GRADE PIPING FROM 6” GATE VALVE TO WATER TRUCK FILL STATION

SHALL BE C-900 PVC WITH MJ DUCTILE IRON FITTING.

4. ABOVE GRADE PIPING(3” AND GREATER) AT WATER TRUCK FILL STATION

SHALL BE FLANGED DUCTILE IRON AND FITTINGS.

5. PROVIDE EROSION/SEDIMENT CONTROL FOR ALL CONSTRUCTION AREAS.

6. CONTRACTOR SHALL COMPLY WITH ALL PERMITS.

7. PROVIDE SHOP DRAWINGS AND O&M MANUAL IN ELECTRONIC FORMAT (PDF).

8. MAINTAIN ASBUILTS DURING CONSTRUCTION AND PROVIDE FINAL ASBUILT

UPON COMPLETION (INCLUDING SURVEYED LOCATIONS IN ELECTRONIC FORMAT).

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GRAVEL DRIVE

AREA FOR WATER

TRUCK - NOTE 1

STOP

SIGN

TRUCK FILL

PUMP PAD

`EDGE OF ASPHALT

15'

POWER POLE

46'-5"

1" = 30'

WATER TRUCK FILL AREA- ENLARGER PLAN

8" INTAKE STRAINER

(SEE DETAIL ON M-1)

8" SCH. 40 PVC

8"X6" TEE, 6"

ADAPTOR AND 6"

MJ GATE VALVE

6" C-900 PVC W/ MJ

FITTINGS (VALVE TO WATER

TRUCK FILL STATION)

WATER TRUCK FILL

STATION- SEE ENLARGED

PLAN (C-2) AND M-16" DRY HYDRANT-

SEE M1

45' FIRE TRUCK TURNING RADIUS

(SPH100 - MIN. RADIUS 43'-7")

FIRE LANE STRIPES AND

SIGNAGE PER SEMINOLE COUNTY

FIRE DEPARTMENT (MIN. OF 3

NO PARKING SIGNS & DRAFT

HYDRANT SIGN)

151'-3"

20;

CLEAR AREA 10' ALL SIDES OF 8"

SUCTION PIPE AND STRAINER

1" = 50'

PROJECT SITE PLAN 0 50 100

0 30 60

81'-6"

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GRASS BANK

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RICHARD D. WILSON, P.E.

FLORIDA LICENSE NO. 42807

7'-0"

8' -0

6" SLAB OVER COMPACTED

SUBGRADE REINFORCED W/

#4AT12" EW, WITH 2"

CONCRETE COVER TO TOP

OF SLAB

S-2

'-0

11'-0"

7' -8

-0

2'-8"

S-2

4" 4"

S-2

8" SLAB OVER COMPACTED

SUBGRADE REINFORCED W/

#5AT8" EW, WITH 3"

CONCRETE COVER TO TOP

OF SLAB

S-2

10" 11"

SUPPORT COLUMN

PER SECTION1'-3"

S-1

GENERAL CONDITIONS

1. ALL STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH THE MECHANICAL, CIVIL, ELECTRICAL, AND SHOP DRAWINGS AND SPECIFICATIONS.

2. THE CONTRACTOR SHALL REVIEW AND VERIFY DIMENSIONS SHOWN IN ALL PLANS AND REVIEW

ALL FIELD CONDITIONS THAT MAY AFFECT THE WORK DEPICTED ON THE DRAWINGS. SHOULD

DISCREPANCIES APPEAR, THE CONTRACTOR SHALL NOTIFY THE ENGINEER IN WRITING TO

OBTAIN ENGINEER'S CLARIFICATION BEFORE COMMENCING WITH THE WORK.

3. FOR ALL ITEMS EMBEDDED IN OR PASSING THROUGH CONCRETE, THE CONTRACTOR SHALL

INITIALLY REFER TO MECHANICAL DRAWINGS FOR TYPE, SIZE, LOCATION, AND SPECIAL

INSTALLATION REQUIREMENTS FOR THESE ITEMS.

4. THE CONTRACTOR SHALL TAKE ALL NECESSARY MEASURES TO PROTECT EXISTING

STRUCTURES FROM DAMAGE WHEN WORKING IN AND AROUND EXISTING STRUCTURES

PERFORMING WORK SUCH AS DEMOLITION, FOUNDATION EXCAVATIONS, AND OTHERS.

5. SIZE AND LOCATION OF EQUIPMENT PADS AND ANCHOR BOLTS SHALL BE PER EQUIPMENT

MANUFACTURER'S REQUIREMENTS.

6. ANY EQUIPMENT THAT MAY INDUCE VIBRATION TO THE STRUCTURE SHALL BE ADEQUATELY

ISOLATED FROM THE STRUCTURE.

7. ALL DETAILS AND SECTIONS SHOWN ON THE DRAWINGS ARE INTENDED TO BE TYPICAL AND

SHALL BE CONSTRUED TO APPLY TO ANY SIMILAR SITUATION ELSEWHERE ON THE PROJECT,

EXCEPT WHERE A DIFFERENT DETAIL IS SHOWN.

DESIGN CRITERIA

BUILDING CODES AND REFERENCES:

1. 2020 FLORIDA BUILDING CODE (FBC), SEVENTH EDITION

2. REINFORCED CONCRETE: ACI 318-14 "BUILDING CODE REQUIREMENTS FOR STRUCTURAL

CONCRETE"

3. STRUCTURAL STEEL: AISC MANUAL OF STEEL CONSTRUCTION, 14TH EDITION

4. LIVE LOADS:

SLABS ON GRADE 300 PSF

5. WIND DESIGN CRITERIA:

RISK CATEGORY III

ULTIMATE DESIGN WIND SPEED, VULT 146 MPH

NOMINAL DESIGN WIND SPEED, VASD 104 MPH

EXPOSURE CATEGORY C

FOUNDATIONS

FOUNDATION DESIGN:

1. ALLOWABLE BEARING PRESSURE FOR SLABS: 1,500 PSF

CONCRETE (CAST-IN-PLACE)

1. ALL MATERIALS AND METHODS OF CONSTRUCTION SHALL BE IN ACCORDANCE WITH ACI 318 &

350 REQUIREMENTS.

2. ALL CONCRETE SHALL BE AIR-ENTRAINED WITH A MINIMUM OF 4,000 PSI COMPRESSIVE

STRENGTH AT 28 DAYS UNLESS OTHERWISE NOTED.

3. MIX DESIGN REQUIREMENTS:

a. PORTLAND CEMENT: TYPE I/II OR TYPE III IN ACCORDANCE WITH ASTM C150.

b. WATER TO CEMENT RATIO : 0.44 MAX

c. FINE AGGREGATE: CLEAN AND NATURAL SAND IN ACCORDANCE WITH ASTM C33

d. COURSE AGGREGATE: #57 STONE IN ACCORDANCE WITH ASTM C33

e. FLY ASH: CLASS F OR CLASS N IN ACCORDANCE WITH ASTM C618, 25 PERCENT MAXIMUM

CEMENT REPLACEMENT

f. AIR ENTRAINMENT: ADMIXTURE SHALL COMPLY WITH ASTM C260 AND SHALL ACHIEVE 3.5

TO 5 PERCENT AIR-ENTRAINMENT MEASURED PER ASTM C231.

g. WATER REDUCER ADMIXTURE: TYPE A OR TYPE D IN ACCORDANCE WITH ASTM C494.

h. SLUMP RAGE: 3.5 IN TO 5IN

i. ALL ADMIXTURES SHALL BE FURNISHED BY THE SAME MANUFACTURER AND SHALL BE

FREE OF CHLORIDES AND ALKALIS.

4. WATER REDUCING AGENT SHALL BE IN ACCORDANCE WITH ASTM C494.

5. ALL CONCRETE SURFACES EXPOSED TO AIR, UNLESS OTHERWISE NOTED IN THE

SPECIFICATIONS, SHALL BE TREATED WITH AN APPROPRIATE CURING METHOD FOR A MINIMUM

OF 7 DAYS AFTER PLACEMENT AS DESCRIBED BELOW AS SOON AS FINISHING IS COMPLETED OR

FORMS ARE REMOVED.

a. WATER CURING: KEEP ENTIRE CONCRETE SURFACE WET BY PONDING, CONTINUOUS

SPRINKLING OR COVER WITH SATURATED BURLAP. MAINTAIN 24 HOURS A DAY.

b. SHEET MATERIAL CURING: COVER ENTIRE SURFACE WITH APPROVED SHEET MATERIAL.

c. LIQUID MEMBRANE CURING: APPLY OVER ENTIRE CONCRETE SURFACE EXCEPT FOR

SURFACES TO RECEIVE ADDITIONAL CONCRETE OR WHERE SEALER OR SURFACE

COATINGS ARE TO BE USED. APPLY IN COMPLIANCE WITH THE MANUFACTURER'S

RECOMMENDATIONS.

6. CURING SCHEDULE:

a. STRUCTURAL SLABS: WATER CURE OR SHEET CURE

7. ALL EXPOSED CORNERS SHALL HAVE A MINIMUM CHAMFER OF 3/4" UNLESS OTHERWISE NOTED.

REINFORCING STEEL

1. REINFORCEMENT SHALL CONFORM TO ASTM A615, GRADE 60 REQUIREMENTS. WELDED WIRE

FABRIC SHALL CONFORM TO ASTM A1064 REQUIREMENTS. ALL ACCESSORIES SHALL BE IN

CONFORMANCE WITH ACI 315 REQUIREMENTS.

2. REINFORCING STEEL SHALL HAVE THE FOLLOWING CLEAR COVER UNLESS OTHERWISE NOTED:

a. ALL CIRCUMSTANCES 3"

3. LAP SPLICES SHALL BE AS SHOWN ON THE DRAWINGS. FOR LAP SPLICES NOT SHOWN ON THE

DRAWINGS, THE CONTRACTOR SHALL OBTAIN ENGINEERS APPROVAL.

4. THE CONTRACTOR SHALL PREPARE PLACING DRAWINGS AND SCHEDULES IN CONFORMANCE

WITH ACI 315 REQUIREMENTS.

& AND

@ AT

# NUMBER

ADDTL ADDITIONAL

ALUM ALUMINUM

ALT ALTERNATE

APROX APPROXIMATE(LY)

BLD BUILDING

BM BEAM

BOT BOTTOM

CL CENTER LINE

CLR CLEAR

COL COLUMN

CONC CONCRETE

CONN CONNECTION

CONST JT CONSTRUCTION JOINT

CTR CENTER

DIA DIAMETER

DIM DIMENSION

DWG DRAWING

DWL DOWEL(S)

(E) EXISTING

EA EACH

EF EACH FACE

EL ELEVATION

ELEC ELECTRICAL

EMBED EMBEDMENT

EQ EQUAL

EW EACH WAY

EXIST EXISTING

FG FINISHED GRADE

FT FOOT

FV FIELD VERIFY

GA GAGE

GALV GALVANIZED

HK HOOK

HORIZ HORIZONTAL

HP HIGH POINT

LP LOW POINT

MANUF MANUFACTURER

MATL MATERIAL

MAX MAXIMUM

MFR MANUFACTURER

MIN MINIMUM

MISC MISCELLANEOUS

MTL METAL

NTS NOT TO SCALE

OC ON CENTER

PEMB PRE-ENGINEERED

METAL BUILDING

PERP PERPENDICULAR

PL PLATE

PLF POUND PER LINEAR

FOOT

PROJ PROJECTION

PSF POUNDS PER SQUARE

FOOT

PSI POUNDS PER SQUARE

INCH

REINF REINFORCING

SIM SIMILAR

SPECS SPECIFICATIONS

SS STAINLESS STEEL

STL STEEL

T/ TOP OF

T&B TOP AND BOTTOM

TYP TYPICAL

UNO UNLESS NOTED

OTHERWISE

VERT VERTICAL

GENERAL STRUCTURAL NOTES

STRUCTURAL ABBREVIATIONS

DWG. NODWG. NO. OF

SECTION VIEW

SECTION NO. DETAIL NO.

ELEVATION TAGT/SLAB

EL.0.00

COLUMN OR WALL LINE TAG

BUILDING SECTION

INDICATOR DETAIL

INDICATOR

SYMBOLS APPLY TO "S" SHEETS ONLY

EARTH FILL

UNDISTURBED EARTH

GROUT OR SAND (AS NOTED)

COMPACTED GRANULAR FILL

CONCRETE

DEMOLITION

EXISTING

CONCRETE

STEEL

ALUMINUMGRATING

STRUCTURAL LEGEND APPLIES TO "S" SHEETS ONLY

SYMBOLS

LEGEND

S00

INDICATES DETAIL SECTION

CUT (WHERE SHOWN)

DRY HYDRANT

1/2"=1'-0"

PLAN

TRUCK FILL STATION

1/2"=1'-0"

PLAN

G E N E R A L

S T R U C T U R A L

N O T E S

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No. 71407

STATE OF

± 6'-6"

S-2

ADD (3)#5 T&B

W10x30 (GALV)

W x3

S-2

SIM,

TYP

SEE "M" DWGS FOR

PIPE LAYOUT AND

FITTINGS, TYP

3/8" STIFFINERS, TYP

EXTEND THICKENED

EDGE BARS AT

CONCRETE PEDESTAL,

TYP

'-4

" C

-4

'-6

PIPE BASE PIPE SUPPORT W/

BASE PLATE BOLTED TO TOP OF

PEDESTAL

3/16 3/16 T&B

FLANGE

PEDESTAL REINF

PER DETAIL

DETAIL A

TYPNTS

THICKENED EDGE SLAB

3'-0" LAP UNO

1 SL

T H

S 8"

16 MIL VAPOR

BARRIER

SLAB REINF PER PLAN

#4 AT 12"

2 #5 CONT.

COMPACTED

SUBGRADE

COMPACTED SUBBASE

PER SPECIFICATIONS

W10 (GALV)

L3x3x3/8x9"

(GALV)

L3x3x3/8 (GALV)3/16 3/16

1/2" DIA SS TYPE

316 PIPE U-BOLT

1/2" DIA SS TYPE

316 PIPE U-BOLT

2' -0

2'-8"

PIPE

COLUMN

4" 4"

EXTEND SLAB TOE

AT PEDESTAL

#4AT10" TIES, TYP

(5) #6 BARS ON LONG FACE

AND (4) #6 BARS ON SHORT

FACE

#5 "U" BAR W/ HORIZ LEG AT TOP

OF PEDESTAL AND 14" LONG;

FACE "U" BAR DOWN CENTERED

ABOUT CAST-IN ANCHORS AND

VERT LEGS TO BE 2'-0" LONG

1'-0"

1' -0

PL 1"x12"X1'-0" (GALV)

SECTION

PLAN

2", TYP

" M

1" DIA SS TYPE 316

ANCHOR ROD W/

12" EMBED

1-1/2" NON-SHRINK

GROUT

DETAIL D

-NTS

EQUIPMENT PAD

U F.

NOTE:

1. FOR EXISTING CONCRETE SLAB DRILL AND EPOXY

#5AT12" AROUND PERIMETER W/ 6" MIN EMBEDMENT.

BASIC SLAB

REINF PER PLAN

#4 AT 6"

ROUGHENED JOINT

SEE NOTE

COMPACTED

SUBGRADE

COMPACTED SUBBASE

PER SPECIFICATIONS

STANDARD HOOK DEVELOPMENT

LENGTH

BAR SIZE

#10

#11

90° STD

HOOK "A"

10"

1'-0"

1'-2"

1'-4"

1'-7"

1'-10"

2'-0"

10"

1'-0"

1'-2"

1'-3"

1'-5"

1'-7"

90° HOOK

180° HOOK

4 BAR DIA.

2" MIN.

4 BAR DIA. (#3 TO #8 BAR)

5 BAR DIA. (#9 TO #11 BAR)

ld ldh ldh

MIN. LAP LENGTH

*SPACING NOT TO BE GREATER THAN 1/5

LAP LENGTH OR 6IN. WHICH EVER IS LESS

180° STD

HOOK "J"

1'-11 4"

1'-23 4"

DEVELOPMENT

LENGTH,

ldh

*FOR STD HOOK BAR GEOMETRY

NOT SHOWN REFER TO MINIMUM ACI

REQUIREMENTS

BAR SIZE

OTHER BARS

#10

#11

TOP BARS

DEVELOPMENT LENGTH, ld

1'-7"

2'-1"

2'-7"

3'-1"

4'-6"

5'-2"

5'-10"

6'-6"

7'-3"

1'-3"

1'-7"

2'-0"

2'-4"

3'-6"

3'-11"

4'-6"

5'-0"

5'-7"

CONCRETE STRENGTH f`c= 4,000 PSI OR GREATER

NOTES:

1. GRADE 60 UNCOATED REINFORCEMENT

2. SPLICE LENGTHS GIVEN ABOVE ARE TO BE USED

UNLESS NOTED OTHERWISE ON DESIGN DRAWINGS.

TOP BARS

LAP LENGTH (CLASS B SPLICE)

2'-0"

2'-8"

3'-4"

4'-0"

5'-10"

6'-8"

7'-6"

8'-6"

9'-6"

1'-7"

2'-0"

2'-7"

3'-1"

4'-6"

5'-2"

5'-10"

6'-6"

7'-3"

OTHER BARS

REBAR MINIMUM TENSION DEVELOPMENT & LAP LENGTHS

MAXIMUM BAR SPACING AT NON-CONTACT LAPS:

BAR SIZE

#10

#11

DETAIL C

-NTS

STANDARD REINFORCEMENT DETAILS

DETAIL B

-NTS

CHAMFER

3/4" CHAMFER ALL

EXPOSED CORNERS

"M " D

#4AT8" CTR

6" PIPE O.D. 6"

1/4" NEOPRENE PAD

SECTION A-A

#4AT8" CTR

WHERE PIPE SUPPORT IS

ATTACHED TO AN EXISTING SLAB

DRILL & GROUT #5

REINFORCEMENT INTO EXISTING

SLAB W/ A MINIMUM OF 4" EMBED

DETAIL E

-NTS

CONCRETE PIPE SUPPORT

3" WIDE x 1/4" THICK SS

316 STRAP W/ 3/4" SS 316

CONC ANCHORS W/ 6"

EMBED

#4 EF, CTR

CONTRACTOR'S OPTION

TO EXTEND AND SQUARE

OFF AT PIPE CENTERLINE,

(EXTEND REINF FOR THIS

CONDITION)

"W" = 8"

S-2

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No. 71407

STATE OF

SECTION 1

S-11/2"=1'-0"

DETAIL H

S-21 1/2"=1'-0"

TYPICAL PIPE ATTACHEMENT

DETAIL F

S-23/4"=1'-0"

CONCRETE PEDESTAL

DETAIL G

S-21 1/2"=1'-0"

POST BASE CONNECTION

S E C T I O N S

A N D

D E T A I L

1/2" = 1'

2 4

P L A N

S E C T I O N S

A N D

D E T A I L

M-1

NOTES:

1. EQUIPMENT SHALL BE SUITABLE FOR OUTDOOR, CORROSIVE ENVIRONMENT.

2. PRESSURE GAGE W/ LIQUID DIAPHRAM SHALL BE PROVIDED AS SHOWN FOR PUMP SUCTION

AND DISCHARGE. GAGE SHALL BE 4” 316SS, - SUCTION GAUGE SHALL BE -30 INHG

TO 0 PSI AND DISCHARGE GAUGE 0-30 PSI. GAGE SHALL BE NOSHOK 100 SERIES, OR

EQUAL.

3. PIPE SUPPORTS - PROVIDE PIPE SUPPORTS AT ALL EQUIPMENT

CONNECTIONS, VALVES, CHANGE OF DIRECTION AND TO PROVIDE MAXIMUM OF 4 FT

UNSUPPORTED SPAN. SUPPORTS SHALL BE ADJUSTABLE, 6”X 6” BASE, 1” COLUMN AND

EITHER BOLTED SUPPORT FLANGE, OR PIPE SADDLE WITH U-BOLT. ALL FASTENERS AND

HARDWARE SHALL BE 316 SS.

4. UNLESS OTHERWISE NOTED, ALL FASTENERS, NIPPLES AND HARDWARE TO BE 316 SS.

5. COATINGS FOR FERROUS SURFACES:

6. SURFACE PREP PER MANUFACTURER'S RECOMMENDATIONS.

6.1. ONE (1) COAT 5 MDFT HIGH BUILD EPOXY PRIMER.

6.2. TWO (2) COATS 2 MDFT EACH ACRYLIC POLYURETHANE.

6.3. COATING SHALL BE TNEMIC OR EQUAL.

7. PVC SHALL BE PREPARED AND COATED WITH EPOXY FOR PVC (TOTAL DFT- 6 MIL MIN.)

8. ALL HYDRANT EQUIPMENT AND MATERIAL, INCLUDING HYDRANT ADAPTOR AND STRAINER

SHALL BE SUBMITTED TO Seminole COUNTY FIRE DEPARTMENT FOR APPROVAL.

4" FLEXIBLE

CONNECTOR (EPDM)

PRESSURE GAUGE (TYP)

4" CV

4" TRUCK FILL

(BASE 90° &

CONC.SUPPORT- SEE

STRUCTURAL)

4"TRUCK FILL

(SCH. 80 PVC)

TRUCK FILL PUMP

PUMP & CONC. PAD

ADJUST. PIPE SUPPORT,

TYP. (SEE DETAILS)

ADJUST. PIPE SUPPORT,

TYP. (SEE DETAILS)

4" TRUCK FILL (BASE

90° & CONC.SUPPORT-

SEE STRUCTURAL)

11'-0"

4" TEE & BF W/ 2"TAP

2" THD NIPPLE (316 SS)

2" BALL VALVE (316 SS)

2" WYE STRAINER (316 SS)

2" CAM-LOCK (316 SS)

4" PV

PRESSURE

GAUGE

(TYP)

4"X 3" ECC.REDUCER

(FLWX. CONNECTOR)

6" 90° BEND (MJ)

2"1

6" FCA

6" 90° BEND

4" PV

SECTION A

1/2"=1' -

SCALE:

PLAN - TRUCK FILL STATION

1/2"=1'

SCALE:

PLAN - DRY HYDRANT

1/2"=1'

PUMP START/STOP

CONTROL

4X3" ECC. RED. FLEXIBLE

CONNECTOR (EPDM)

6"X4" TEE

W/ 6"BF

6" 90° BEND

(MJ)

8'-2"

6" C-900 PVC

INV. ELEV. 11.0'

T/PUMP SLAB

ELEV. 20.5'

SECTION B

1/2"=1' -

8" 90° BEND

8" SCH. 40 PVC

(FROM POND)

6" 90° MALE

HYDRANT

ADAPTOR

8X6" REDUCER

8" 90° BEND

8" SCH. 40 PVC (FROM

POND; INV. ELEV. 11.0)

8X6" REDUCER

EX. PAVEMENT

CONC. PAD

EX. PAVEMENT

7'-0"

8" VAN STONE PVC

FLANGE (TYP 2)

8" FLANGED GATE VALVE

(RISING STEM)

PIPE SUPPORT

6" 90° MALE HYDRANT ADAPTOR

(NOTE 8)

8" GATE VALVE

GRAVEL FILL

(SEE C-2)

BOLLARD (TYP. 4)

FUTURE TRUCK

FILL PUMP

PUMP CONTROL

PANEL LOCATION

6" C-900 PVC

TO GATE VALVE

SCALE:

INTAKE STRAINER DETAIL

NTS

8" HORIZONTAL INTAKE

STRAINER W/ BACKFLUSH COVER

(NOTE 8)

1/2" GS OR 2"PVD SUPPORT

PIPE (MIN. 3 FT EMBEDMENT)

SUPPORT CLAMP

PIPE SUPPORT

(15' OC, MIN.)

T/BANK (ELEV VARIES; 18-20')

50-YEAR DROUNGHT WATER ELVATION (13.9')

POND BOTTOM ELEV. 9.0

SCH. 80 PVC (PAINTED)

FLANGED DIP

4" (3' LONG) FLEX.

WATER HOSE

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AutoCAD SHX Text

DRAWING NUMBER

AutoCAD SHX Text Signature

AutoCAD SHX Text Date

AutoCAD SHX Text

REMARKS

AutoCAD SHX Text

CHKD

AutoCAD SHX Text

REV.

AutoCAD SHX Text

DATE

AutoCAD SHX Text No.

AutoCAD SHX Text

DRAWN

AutoCAD SHX Text

STATE OF

AutoCAD SHX Text No.

AutoCAD SHX Text P

AutoCAD SHX Text R

AutoCAD SHX Text O

AutoCAD SHX Text F

AutoCAD SHX Text E

AutoCAD SHX Text S

AutoCAD SHX Text I

AutoCAD SHX Text O

AutoCAD SHX Text N

AutoCAD SHX Text A

AutoCAD SHX Text L

AutoCAD SHX Text E

AutoCAD SHX Text N

AutoCAD SHX Text G

AutoCAD SHX Text I

AutoCAD SHX Text N

AutoCAD SHX Text E

AutoCAD SHX Text R

AutoCAD SHX Text 42807

AutoCAD SHX Text

RICHARD D. WILSON, P.E.

AutoCAD SHX Text

FLORIDA LICENSE NO. 42807

NTS

PIPE

PRESSURE GAUGE

NTS

SECTION VIEW

1/4" BV MATERIAL TO MATCH PIPE

MATERIAL

1/4" SS BALL VALVE

PRESSURE SEAL WITH 1/4" NPT

CONNECTIONS (SEE SPECIFICATIONS)

PIPE CONNECTION AS PER PIPE MFG

RECOMMENDATION

N.T.S.

PLAN VIEW

GALVANIZED PIPE

LEGEND

1. BASE

2. MOUNTING HOLE (4-TYP)

3. SUPPORT COLUMN

4. HEIGHT ADJUSTMENT NUT

5. SUPPORT SHAFT - THREADED

6. PIPE SUPPORT FLANGE

7. WELD

8. ANCHOR (4-TYP)

9. LAG BOLT (4-TYP)

A X

NOTE:

1. ALL PIPING TO BE 304 SS OR FRP.

PIPE SUPPORT AND GAUGE

DIAPHRAGM ASSEMBLY

GAUGE/DIAPHRAGM ASSEMBLY

FLANGE PIPE SUPPORT DETAIL

NTS

FLANGED

PIPE

T R

E N

K F

I L

W/ SIZE OF PIPE

VARIES

SEE NOTE 4

PIPE O.D.

COMMON FILL

12" (TYP)

FINISHED GRADE

NOTES:

1. INITIAL BACKFILL AND HAUNCHING: SELECT COMMON FILL COMPACTED TO 95% OF THE

MAXIMUM DENSITY AS PER AASHTO T-180.

2. TRENCH BACKFILL: COMMON FILL COMPACTED TO 95% 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

UTILITIES.

4. 15" MAX. (12" MIN.) FOR PIPE DIAMETER LESS THAN 24" AND 24" MAX (12" MIN) 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. FINAL RESTORATION IN IMPROVED AREAS SHALL BE IN COMPLIANCE WITH ALL

APPLICABLE REGULATIONS OF GOVERNING AGENCIES. SURFACE RESTORATION

WITHIN ORANGE COUNTY RIGHT-OF-WAY SHALL COMPLY WITH REQUIREMENTS OF

RIGHT-OF-WAY UTILIZATION REGULATIONS AND ROAD CONSTRUCTION

SPECIFICATIONS.

TRENCH WIDTH

SELECT COMMON

FILL

INITIAL

BACKFILL

HAUNCHING

I F

I M

U M

UNDISTURBED EARTH

(SEE NOTE 3)

BEDDING AND TRENCHING - TYPE B

LOOP WIRE (IF REQUIRED)

SEE NOTE 2

FINISHED GRADE

LOCATING WIRE

NOTES:

1. PVC PIPE OR DUCTILE IRON PIPE EXTENSIONS SHALL NOT BE USED ON VALVE BOX

INSTALLATION.

2. THE VALVE ACTUATING NUT SHALL BE EXTENDED TO BE WITHIN 3' OF FINISHED GRADE.

3. BEDDING MATERIAL SHALL CONFORM TO FDOT NO. 57 AGGREGATE.

4. WIRE ( IF REQUIRED) SHALL TERMINATE IN TEST STATION BOX.

SET TOP OF VALVE BOX

TO FINISHED GRADE

RESILIENT SEAT

M. J. GATE VALVE

WATER MAIN

OR RECLAIMED

WATER MAIN

ADJUSTABLE SCREW

TYPE DUCTILE IRON

VALVE BOX

VALVE BOX SHALL REST ON

BEDDING ROCK NOT ON VALVE

OR PIPE AND SHALL BE

CENTERED ON OPERATING NUT

ALIGNMENT RING

CONCRETE COLLAR

IN UNPAVED AREAS

TEST STATION BOX

6" BEDDING ROCK

(SEE NOTE 3)

COMPACTED SELECT

COMMON FILL

GATE VALVE AND BOX

WATER MAINS

T R

E N

K F

I L

I F

I M

U M

W/ SIZE OF PIPE

VARIES

SEE NOTE 4

PIPE O.D.

COMMON FILL

BEDDING MATERIAL

12" (TYP)

UNDISTURBED EARTH

FINISHED GRADE

NOTES:

1. INITIAL BACKFILL: SELECT COMMON FILL COMPACTED TO 95% OF THE MAXIMUM DENSITY

AS PER AASHTO T-180.

2. TRENCH BACKFILL: COMMON FILL COMPACTED TO 95% OF THE MAXIMUM DENSITY AS PER

AASHTO T-180.

3. TYPE A BEDDING MATERIAL SHALL CONFORM TO FDOT NO. 57 AGGREGATE.

4. 15" MAX. (12" MIN.) FOR PIPE DIAMETER LESS THAN 24" AND 24" MAX (12" MIN) 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. BEDDING DEPTH SHALL BE 4" MINIMUM FOR PIPE DIAMETER UP TO 12" AND 6" MINIMUM FOR

PIPE DIAMETER 16" AND LARGER.

8. DEPTH FOR REMOVAL OF UNSUITABLE MATERIAL SHALL GOVERN DEPTH OF BEDDING

ROCK BELOW THE PIPE. UTILITIES SHALL DETERMINE IN THE FIELD REQUIRED REMOVAL OF

UNSUITABLE MATERIAL TO REACH SUITABLE FOUNDATION.

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

REGULATIONS OF GOVERNING AGENCIES. SURFACE RESTORATION WITHIN ORANGE

COUNTY RIGHT-OF-WAY SHALL COMPLY WITH REQUIREMENTS OF R/W UTILIZATION

REGULATIONS AND ROAD CONSTRUCTION SPECIFICATIONS.

TRENCH WIDTH

SELECT COMMON

FILL

INITIAL

BACKFILL

E E

N O

E E

N O

HAUNCHING

BEDDING

(SEE NOTES 7 & 8)

BEDDING AND TRENCHING - TYPE A

NOTES:

1. FITTINGS SHALL BE RESTRAINED JOINTS UNLESS OTHERWISE INDICATED.

2. INSTALL FULL LENGTH JOINTS WITH TOTAL LENGTH EQUAL TO OR GREATER THAN

SHOWN IN THE TABLE.

3. WHERE TWO OR MORE FITTINGS ARE TOGETHER, USE FITTING WHICH YIELDS

GREATEST LENGTH OF RESTRAINED PIPE.

4. ALL LINE VALVES AND THROUGH RUN OF TEES SHALL BE RESTRAINED.

5. FOR PIPE ENCASED IN POLYETHYLENE, USE VALUES GIVEN IN PARENTHESES OR

INCREASE THE GIVEN VALUE BY A FACTOR OF 1.25.

RESTRAINED PIPE TABLE

FORCE MAINS

36"

30"

20"16"

12"

PIPE SIZE

10"

20 25

45° BEND

90° BEND

VALVE

OF TEE

11-1/4° BEND

22-1/2° BEND

PLUG OR BRANCH

24"

MINIMUM LENGTH (FT) TO BE RESTRAINED ON EACH SIDE OF FITTING(S)

TYPE

8" STANDARD STEEL

PIPE FILLED WITH

CONCRETE. FINISH

WITH PRIMER AND

YELLOW PAINT.

PROVIDE CONVEX

CONCRETE FINISH

BOLLARD DETAIL

PIPE SUPPORTS

NOTE:

1. ALL STRAP AND

STANCHION PIPING TO BE

NON-METALIC OR 304 SS.

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SEE DRAWING M1 FOR GENERAL NOTES.

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THE MATERIAL PRESENTED ON THIS DRAWING IS FOR

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REFERENCE USE. SOME OF THE DETAILS AND INFORMATION

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PRESENTED ON THIS DRAWING MAY NOT BE REQUIRED

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AS PART OF THIS CONTRACT.

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ALL FASTENING HARDWARE SHALL BE 316 STAINLESS STEEL.

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GENERAL NOTES:

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3" THROUGH 12" PIPE

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PER TABLE D

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STANCHION SIZE

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4" MAXIMUM

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1" MINIMUM

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FOR ANCHOR

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ATTACHMENT N

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SEE STRUCTURAL

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DRILL SADDLE AND

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LEVELING NUTS

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ATTACHMENT.

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TYPE N STRUCTURAL

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WASHER, AND NUT

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3/4-INCH BOLT, LOCK

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STANCHION. INSTALL

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BOLT SIZE

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BELOW

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TYPE 37

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SADDLE, MSS

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PIPE STANCHION

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2 SST EXP ANCHORS

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WALL

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OFFSET

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PIPE STRAP,

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FRAMING CHANNEL

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TYPE

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FRAMING

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CHANNEL

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"Z" SHAPED STEEL

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STRAP FITTING, TYP

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EACH CLAMP

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SUPERSTRUT C708,

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UNISTRUT P2558,

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OR EQUAL.

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DESIGN LOADS:

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SIZE

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LOAD

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190 LBS

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420 LBS

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610 LBS

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870 LBS

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CHANNEL

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SUPPORTED

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PIPE SIZE

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(INCHES)

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(INCHES)

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STANCHION DIA

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NOMINAL PIPE

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(INCHES)

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PIPE SIZE

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SUPPORTED

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(INCHES)

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STANCHION DIA

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NOMINAL PIPE

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TABLE D PIPE STANCHION DIAMETER (SCHEDULE 40)

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STANCHION

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MECHANICAL DETAILS

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DRAWING NUMBER

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REMARKS

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CHKD

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DATE

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STATE OF

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AutoCAD SHX Text 42807

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RICHARD D. WILSON, P.E.

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FLORIDA LICENSE NO. 42807

M-2

0 2' 4'

FPL POLE MTD

TRANSFORMER

120/240V, 3Ø, 4W

1" = 8'

WATER TRUCK FILL AREA- OVERALL PLAN

FUTURE PUMP #2

CONTROL PANEL

1" = 2'

PUMP STATION SITE PLAN

0 8' 16'

TRUCK FILL

PUMP STATION

ALUM.

METERDISC.

CONTROL

PANEL

Electrical Load Calculations

Available Voltage 120/240V - 3 Phase, 4 Wire, Open Delta, Solid Ground Maximum Available Fault Current =

FILL STATION PUMPS

AmpsAmps 15.2 Amps

3.8

35.2

Service Size Selected = 100 Amperes

Pump #2-5 HP (FUTURE)

25% Largest Motor

Total

Pump #1-5 HP Load

Phase BPhase A Phase C

Misc. Controls (At 240 Volts) 1.0 1.0

15.2 15.2

3.8

35.2

15.2 15.2 15.2

3.8

34.2

5 5

PUMP

3#12,4#14,1#12G-1"

3#1,1#6N,-2"

PUMP STATION POWER RISER

#6 TO

GROUND

GRID

3#1,1#6N,1#6G,-2"

FUTURE EMPTY

3/4" CONDUIT

DISCONNECT

METER

TO POLE MTD

TRANSFORMER

(SEE OVERALL

PLAN THIS SHEET)

ELECTRICAL EQUIPMENT

(SEE PUMP STATION

PLAN THIS SHEET)

BELOW OR ABOVE AND BE LOCATED EQUALLY SPACED FROM EQUIPMENT

CONDUIT ENTRY INTO ELECTRICAL EQUIPMENT SHALL BE DIRECTLY

CONTRACTOR SHALL PROVIDE ADDITIONAL PULLBOXES WHERE REQUIRED

BY THE NEC AND/OR TO MAKE A WORKABLE INSTALLATION.

AGAINST SHOP DRAWINGS BEFORE STUBBING UP CONDUITS.

BOXES, PANELBOARDS, CONDUITS, CONTROL PANELS ETC,

THE CONTRACTOR SHALL VERIFY EXACT LOCATION OF TERMINAL

OF ALL EQUIPMENT.

AND APPROVED SHOP DRAWINGS FOR THE EXACT LOCATION

MECHANICAL, STRUCTURAL, CIVIL AND ARCHITECTURAL DWGS

DO NOT SCALE THE ELECTRICAL DRAWINGS. REFER TO THE

ALL ELECTRICAL WORK SHALL COMPLY WITH N.E.C AND

CENTERLINE

LOCAL CODES.

EQUIPMENT

RACK

PERPENDICULAR TO STRUCTURE OR WALL

CONDUIT RUN EXPOSED. RUN PARALLEL OR

OR UNDERGROUND

CONDUIT CONCEALED IN OR BELOW FLOOR

CEILING

CONDUIT CONCEALED IN WALL OR ABOVE

INDICATE 2#12 CONDUCTORS.

AWG. CONDUCTORS. NO HASH MARKS

HASH MARKS INDICATE NO. OF #12

ARROWS INDICATE NO. OF CIRCUITS,

HOME RUN TO PANELBOARD. NO. OF

JUNCTION BOXJ

EXISTING AS NOTED

MOTOR CONNECTION, FUTURE OR

SIZE AS NOTED

COMBINATION MAGNETIC MOTOR STARTER,

DISCONNECT SWITCH, SIZE AS NOTED

MOTOR CONNECTION, AS NOTED

SIZE AS NOTED

MAGNETIC MOTOR STARTER OR CONTACTOR

REMOTE TERMINAL UNIT

SWGR

MFM MAGNETIC FLOW METER

FS FLOW SWITCH

FEET

ELECTRICAL MANHOLEEMH

EXH

ENCL

FORWARD

EXHAUST

ENCLOSURE

ELEC

DIA

DISCONNECT SWITCH

ELECTRICAL

EMERGENCY

EMPTY CONDUIT

DIAMETER

DIRECT CURRENT

PROXIMITY SWITCHPRS

MANUAL TRANSFER SWITCH

OVERHEAD

PNL

PANEL

POLE

O OPEN

NEMA

N NEUTRAL

MTS

Ø X

CLOSE, COUNTER, CONTACTOR OR CONDUIT

AMERICAN STANDARDS ASSOCIATION

BARE COPPER OR BATTERY CHARGER

CONN

CONC

CKT

COPPER

CONTROL PANEL

CONNECTION

CONCRETE

CIRCUIT

BLDG

BKR

AUX

ATS AUTOMATIC TRANSFER SWITCH

BUILDING

BREAKER

AUXILIARY

ASA

ALUM

AFF

ABOVE FINISHED FLOOR

ALUMINUM

ALTERNATING CURRENT

AMBER, AMPERE, ALARM

HP HORSE POWER

MAIN CIRCUIT BREAKER

MOTOR CONTROL CENTER

LOCAL-OFF-REMOTE

INSTRUMENTATION

KEY INTERLOCK

JUNCTION BOX

KW KILOWATT

MCB

MCC

MAX MAXIMUM

LTG

LOR

LIGHTING

LIGHT

INST

K J

TYP

HAND-OFF-REMOTE

HAND-OFF-AUTO

HANDHOLE

GALVANIZED

HOA

HOR

GND GROUND

GALV

SCH

RTU

RECP

PHASE

AUXILIARY RELAY

TYPICAL

VOLTS

UNDERGROUND

SWITCHGEAR

SWITCH

RED, RAISE, RELAY OR REVERSE

SCHEDULE

RECEPTACLE

NATIONAL ELECTRICAL

MANUFACTURERS ASSOCIATION

SYMBOLS, ABBREVIATIONS, & NOTES

BURIED COUNTERPOISE CONDUCTOR

ROOFTOP

MAIN CONDUCTOR CONCEALED BELOW

CONDUCTOR TURNED DOWN

TEE SPLICE

BONDING PLATE

BASE MOUNT

AIR TERMINAL WITH CAST ADHESIVE

BONDING COPPERWELD

BURIED GROUND ROD

SPD

SURGE

PROTECTION

150KA/MODE

NEMA 4X

100A, 3P,MB IN A NEMA 4X

ENCLOSURE, 22KAIC

RATED,DOUBLE LUG FOR SPD

FPL HANDHOLE

FPL FLORIDA POWER & LIGHT

G G

TEST BOX

(SEE E-2

FOR DETAILS)

G G

#2 BC

GND (TYP.)

A B B R E V I A T I O N S

S Y M B O L S

P L A N S

LOCAL CONTROL SWITCH

EQUIPMENT

RACK

LOCAL

ON/OFF

TO CONTROL

PANEL

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RECORD DRAWING

This RECORD DRAWING has been prepared, in part, based on information provided by the surveyor, owner, and/or contractor. While this information is believed to be accurate, the Engineer assumes no liability for any errors or omissions as the result of incorrect information provided to the Engineer.

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TRANSFORMER 120/240V, 3 , 3W

AutoCAD SHX Text COA 6160 5742 Riverbed Rd, Groveland, FL 34736 P: 352.460.4035

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DRAWING NUMBER

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REMARKS

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CHKD

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REV.

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DATE

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DRAWN

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STATE OF

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RICHARD D. WILSON, P.E.

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FLORIDA LICENSE NO. 42807

B B R E V I A T I O N S

S Y M B O L S

P L A N S

SERVICE GROUND ROD AND WELL

16"X16" CONC BOX WITH

CAST IRON TRAFFIC COVER

24"

18"

AND OPEN BOTTOM

BARE COPPER GND (SEE

PLANS FOR EXACT NO.)

COPPERWELD GND ROD

5/8"DIA X 20FT

BY CALDWELD OR EQUAL

ROCK

FILL WITH CRUSHED

8"Ø CLAY SOIL PIPE

EXOTHERMIC WELD

CRUSHED ROCK

GRADE

SEE PLANS FOR DETAILS

316 STAINLESS STEEL

THRU BOLTS (TYP.)

3"DIA. SCH. 40

6061-TS ALUM. PIPE

ALUM. STRUT

GROUT AFTER

5X5X3/8" ALUM.

LEVELING

LUG PL

ALUM. CAP

W/ LEVELING NUTS

316 STAINLESS STEEL (TYP.)

1/2"X6" EXPANSION ANCHOR

EACH LEG

GUSSET FOUR

6'-6"

4'-0"

(VERIFY)

PANEL MOUNTING

ALUM. CAP

316 STAINLESS STEEL

THRU BOLTS (TYP.)

SEE PLANS FOR DETAILS

3"DIA. SCH. 40

6061-TS ALUM. PIPE

LOCAL ON/OFF PANEL MOUNTING

316 STAINLESS STEEL

U-CLAMP FOR CONDUIT

6061-TS ALUM. PLATE

GROUT AFTER

LEVELING

5X5X3/8" ALUM.

LUG PL

W/ LEVELING NUTS

316 STAINLESS STEEL (TYP.)

1/2"X6" EXPANSION ANCHOR

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RECORD DRAWING

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AutoCAD SHX Text COA 6160 5742 Riverbed Rd, Groveland, FL 34736 P: 352.460.4035

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OFF

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DRAWING NUMBER

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REMARKS

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CHKD

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REV.

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DATE

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DRAWN

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STATE OF

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AutoCAD SHX Text 42807

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RICHARD D. WILSON, P.E.

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FLORIDA LICENSE NO. 42807

File details come from the government source that posted it. Updated Jun 27, 2025.