Addendum No_1 PLANS.pdf

PDF 8 MB Posted Sep 29, 2023

Attached to: 2023-ITB-02 Timberline Pump Station Project
Solicitation number: PE-66863-NONST-2024-000000001
Issued by: Walker County, Georgia

About this file

Written by GovTribe AI · Aug 26, 2024

This document is an Addendum to the plans for a booster pump station and water storage tank project for the City of Young Harris, Georgia. The project includes the development of a new pump house with utilities and the addition of a water storage tank. The plans provide details on the site layout, grading, utilities, erosion control, piping, and electrical work for the new pump station and tank. The project site is approximately 0.2 acres, with a disturbed area of 0.15 acres. The document includes various plan sheets detailing the overall project scope and construction requirements.

The plans indicate that there are no wetlands or floodplains on the site, and the storm water management is provided on-site. The documents also detail the erosion control measures that must be implemented and maintained throughout the project. Pricing terms, funding sources, and other commercial details are not provided in this technical document.

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Other files

File	Type	Posted
Bid cancellation.docx	DOCX document	Sep 29, 2023
Scope of Work FINAL.pdf	PDF	Sep 29, 2023
YH Invitation for Bids FINAL.pdf	PDF	Sep 29, 2023
Addendum No_1 INTRO.pdf	PDF	Sep 29, 2023
Timberline Sign_In Sheet 10_10_23.pdf	PDF	Sep 29, 2023

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LAND LOT - / 3 DISTRICT / PARCEL ID 0015 018 & 0014A014

DEVELOPER

BOOSTER PUMP STATION AND WATER STORAGE TANK

FIRM PANEL MAP

H U

O U

N G

, I N

NO. DESCRIPTION DATE

SITE DEVELOPMENT PLANS

FOR

SCALE: N.T.S. FIRM #: 13281C0028D EFF. 6/16/2011

VICINITY MAP

SCALE: N.T.S.

ISSUE/REVISION

3100 BRECKINRIDGE BLVD., BLDG. 300, DULUTH, GEORGIA 30096-4986

TEL: (770) 923-1600, FAX: (770) 923-4202

CONTACT:

HGB PROJECT NO.:

M P

-0

TIMBERLINE PUMP STATION

TIMBERLINE DRIVE

TOWNS COUNTY

CITY OF YOUNG HARRIS

PO BOX 122

YOUNG HARRIS, GA 30582

CONTACT: STEVE CLARK

PHONE: (770) 318-7209

DEAN STANLEY

(706) 379-3171

MARK BOND

21-016

TOTAL AREA = +/- 0.2 ACRES

DISTURBED AREA = +/- 0.15 ACRES

24 HOUR CONTACT

FOR EROSION

CONTROL

THE ESCAPE OF SEDIMENT FROM THE SITE SHALL BE

PREVENTED BY THE INSTALLATION OF EROSION AND

SEDIMENT CONTROL MEASURES AND PRACTICES PRIOR

TO LAND DISTURBING ACTIVITIES.

EROSION CONTROL MEASURES WILL BE MAINTAINED AT

ALL TIMES. IF FULL IMPLEMENTATION OF THE APPROVED

PLAN DOES NOT PROVIDE FOR EFFECTIVE EROSION

CONTROL, ADDITIONAL EROSION AND SEDIMENT CONTROL

MEASURES SHALL BE IMPLEMENTED TO CONTROL OR

TREAT THE SEDIMENT SOURCE.

ANY DISTURBED AREA LEFT EXPOSED FOR A PERIOD

GREATER THAN 14 DAYS SHALL BE STABILIZED WITH

MULCH OR TEMPORARY SEEDING.

This document is prepared for the exclusive use of CITY OF YOUNG HARRIS and shall not be relied on by any other person or entity.

YOUNG HARRIS, GA 30582

Know what's below.

before you dig.Call

R9-22-2023

A ADDENDUM NO.1 10-17-2023

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AutoCAD SHX Text SITE VISIT CERTIFICATION I CERTIFY THAT PRIOR TO THE DESIGN OF EROSION CONTROL PLANS I OR A REPRESENTATIVE UNDER MY SUPERVISION VISITED THE SITE. REID W. DYER DATE 19/20/2022 DATE 19/20/2022 GA #6911 LEVEL II CERTIFIED DESIGN PROFESSIONAL 0000006911

AutoCAD SHX Text DESIGN PROFESSIONAL 7-DAY VISIT CERTIFICATION DATE OF INSPECTION I CERTIFY THE SITE WAS IN COMPLIANCE WITH THE ES&PC PLAN ON THE DATE OF INSPECTION. GSWCC LEVEL II DESIGN PROFESSIONAL GA #6911 INSPECTION REVEALED THE FOLLOWING DISCREPANCIES FROM THE ES&PC PLAN. THESE DEFICIENCIES MUST BE ADDRESSED WITHIN 2 BUSINESS DAYS AND A RE-INSPECTION SCHEDULED. WORK SHALL NOT PROCEED ON THE SITE UNTIL DESIGN PROFESSIONAL CERTIFICATION IS OBTAINED.

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WETLAND CERTIFICATE

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WETLAND NOTE

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FLOODPLAIN NOTE

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STORM WATER MANAGEMENT FOR THIS PROJECT IS PROVIDED ON-SITE.

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STORM WATER MANAGEMENT NOTE

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STATE WATERS BUFFER NOTE

AutoCAD SHX Text THERE IS NO FLOODPLAIN ON THIS PROPERTY FROM A WATER COURSE WITH A DRAINAGE AREA EXCEEDING 100 ACRES.

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THERE ARE NO WETLANDS ON THIS SITE.

AutoCAD SHX Text WETLAND CERTIFICATION: THE DESIGN PROFESSIONAL, WHOSE SEAL APPEARS HEREON, CERTIFIES THE FOLLOWING: 1) THE NATIONAL WETLAND INVENTORY MAPS HAVE BEEN CONSULTED; AND, 2) THE APPROPRIATE PLAN SHEET DOES NOT INDICATE AREAS OF U.S. ARMY CORPS OF INDICATE AREAS OF U.S. ARMY CORPS OF ENGINEERS JURISDICTIONAL WETLANDS AS SHOWN ON THE MAPS; AND 3) IF WETLANDS ARE INDICATED, THE LAND OWNER OR DEVELOPER HAS BEEN ADVISED THAT LAND DISTURBANCE OF PROTECTED WETLANDS SHALL NOT OCCUR UNLESS THE APPROPRIATE FEDERAL WETLANDS ALTERATION (SECTION 404) PERMIT HAS BEEN OBTAINED.

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THERE ARE NO STATE WATERS BUFFERS ON OR WITHIN 200 FEET OF THIS PROPERTY.

AutoCAD SHX Text APPROVAL OF THESE PLANS DOES NOT CONSTITUTE APPROVAL BY YOUNG HARRIS OF ANY LAND DISTURBING YOUNG HARRIS OF ANY LAND DISTURBING OF ANY LAND DISTURBING ACTIVITIES WITHIN WETLAND AREAS. IT IS THE RESPONSIBILITY OF THE PROPERTY OWNER TO CONTACT THE APPROPRIATE REGULATORY AGENCY FOR APPROVAL OF ANY WETLAND AREA DISTURBANCE

AutoCAD SHX Text THE EXISTING AREA IS ON THE SIDE OF A MOUNTAIN AND IS A HEAVILY FORESTED AREA. THE SITE IS BOUNDED TO THE NORTH BY TIMBERLINE DRIVE. THE PROPOSED PROJECT INCLUDES THE DEVELOPMENT OF A PUMP HOUSE WITH CORRESPONDING UTILITIES, AND THE ADDITION OF A WATER STORAGE TANK.

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SITE

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SITE

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PROJECT DESCRIPTION

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COVER

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GENERAL NOTES AND LEGEND

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OVERALL PLAN VIEW FROM PUMP STATION NO.1 TO TANK NO.2

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OVERALL PLAN & PROFILE VIEW TO ROCKY KNOB TANK

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PROPOSED PUMP STATION NO.1 SITE PLAN & EXISTING COND.

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PUMP STATION NO.1 GRADING PLAN

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PUMP STATION NO.1 UTILITY & EROSION CONTROL PLAN

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PUMP STATION NO.1 PIPING PLAN

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PUMP SPECIFICATIONS FOR PUMP STATION NO.1

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PUMP SPECIFICATIONS FOR PUMP STATION NO.1 (2)

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PUMP SPECIFICATIONS FOR PUMP STATION NO.1 (3)

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PUMP SPECIFICATIONS FOR PUMP STATION NO.1 (4)

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PUMP SPECIFICATIONS FOR PUMP STATION NO.1 (5)

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EXISTING PUMP STATION NO.2 SITE CONDITIONS

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PROPOSED TANK NO.2 FOR PUMP STATION NO.2

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PUMP STATION NO.2 & TANK NO.2 GRADING PLAN

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PS NO.2 & TANK NO.2 UTILITY & EROSION PLAN

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TANK NO.2 PIPING PLAN

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TANK NO.2 PIPING PLAN (2)

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ROCKY KNOB HYDROPNEUMATIC STORAGE TANK

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EC-01

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EROSION CONTROL DETAIL (1 OUT OF 3)

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EC-02

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EROSION CONTROL DETAIL (2 OUT OF 3)

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EC-03

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EROSION CONTROL DETAIL (3 OUT OF 3)

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CD-01

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CONSTRUCTION DETAIL

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WD-01

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WATER DETAIL (1 OUT OF 3)

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WD-02

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WATER DETAIL (2 OUT OF 3)

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WD-03

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WATER DETAIL (3 OUT OF3)

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ELECTRICAL LEGEND & NOTES

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TIMBERLINE PUMP STATION #1 ONE LINE DIAGRAM

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TIMBERLINE PUMP STATION #1 - ELECTRICAL SITE PLAN

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TIMBERLINE PUMP STATION #2 - ONE LINE DIAGRAM

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EXISTING HYDRO-PNEUMATIC TANK - MODIFICATIONS

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SCADA BLOCK DIAGRAM

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ELECTRICAL INSTALLATION DETAILS

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ANTENNA CONNECTION

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GENERAL NOTES

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FOUNDATION PLAN

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FOUNDATION DETAILS

WATER SYSTEM

PROFILE

PUMP PRESSURE SELECTION

Sheet Number

Sheet Title

Project Title

This drawing and their reproductions are the property of the engineer and may not to be reproduced, published, or used in whole or in part without the written permission of the engineer.

Project Location

Initial Issue Date:

Checked By:

Drawn By:

Project No.

3100 BRECKINRIDGE BLVD.

BLDG. 300

DULUTH, GEORGIA 30096-4986

TEL: (770) 923-1600

FAX: (770) 923-4202

Address City, State Zip Land Lot District-Section County

OVERALL PLAN & PROFILE

VIEW TO ROCKY KNOB

TANK

C-01.2

ARC

SMB

10-27-22

21-016

TIMBERLINE DRIVE

YOUNG HARRIS, GA 30582

TOWNS

D es cr ip tio n

N o.

D at e A pp

B y

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This document is prepared for the exclusive use of CITY OF YOUNG HARRIS and shall not be relied on by any other person or entity.

TIMBERLINE PUMP

STATION

CITY OF YOUNG

HARRIS

PO BOX 122

YOUNG HARRIS, GA 30582

Phone: (770) 318-7209

Contact: STEVE CLARK

(706) 379-3171

NOTE: THESE IMAGES ARE FOR REFERENCE ONLY AND NOT TO SCALE

9-22-2023

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PUMP STATION #2 & TANK NO.2 ELEV. = 2085.75

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COLLEGE WATER STORAGE TANK ELEV. = 2096

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GEORGIA

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OLD UNION CHURCH WATER STORAGE TANK ELEV. = 2095

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ROCKY KNOB STORAGE TANK ELEV. = 2425

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PROPOSED PUMP STATION #1 ELEV. = 1950.5

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INTERSECTION OF TIMBERLINE DR. & ASHELAND COVE DR.

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INTERSECTION OF TIMBERLINE DR. & MAIN ST. - U.S. 76

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TENNIS COURTS ON MAIN ST.

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INTERSECTION OF BALD MTN. RD. & APPLEBY DR.

AutoCAD SHX Text -5+00

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INTERSECTION OF BALD MTN. RD. & MAIN

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CITY WELL INTERSECTION WALKER & MAIN

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INTERSECTION MAIN STREET AND BROWN STREET

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INTERSECTION OF ROCKY KNOB & TIMBERLINE DR.

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COLLEGE WATER STORAGE TANK GROUND ELEV. = 2093.5 OVERFLOW ELEV. = 2121

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PUMP STATION #2 TIMBERLINE PUMP HOUSE ELEV. = 2085.75

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LOCATION OF BOOSTER PUMP STATION

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PROPOSED PUMP STATION #1 ELEV. = 1950.5

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N/F

BLUE RIDGE

MOUNTAIN EMC

DB 433, PG 624

PB 26, PG 191

N/F

BLUE RIDGE

MOUNTAIN EMC

DB 433, PG 624

PB 26, PG 191

~ TIE~

P.O.B. LIES N80°06'02"E

1324.57' FROM THE

INTERSECTION OF THE EASTERN R/W OF U.S. 76 AND THE

SOUTHERN R/W OF TIMBERLINE DRIVE

Know what's below.

before you dig.Call

Sheet Number

Sheet Title

Project Title

This drawing and their reproductions are the property of the engineer and may not to be reproduced, published, or used in whole or in part without the written permission of the engineer.

Project Location

Initial Issue Date:

Checked By:

Drawn By:

Project No.

3100 BRECKINRIDGE BLVD.

BLDG. 300

DULUTH, GEORGIA 30096-4986

TEL: (770) 923-1600

FAX: (770) 923-4202

Address City, State Zip Land Lot District-Section County

SITE PLAN

C-02

ARC

SMB

10-27-22

TIMBERLINE PUMP

STATION

21-016

TIMBERLINE DRIVE

YOUNG HARRIS, GA 30582

TOWNS

D es cr ip tio n

N o.

D at e A pp

B y

This document is prepared for the exclusive use of CITY OF YOUNG HARRIS and shall not be relied on by any other person or entity.

CITY OF YOUNG

HARRIS

PO BOX 122

YOUNG HARRIS, GA 30582

Phone: (770) 318-7209

Contact: STEVE CLARK

(706) 379-3171

PROPOSED PUMP STATION

NO.1 SITE PLAN &

EXISTING CONDITIONS

9-22-2023

-17 -20

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TIMBERLINE DRIVE

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EX. DITCH TOP

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EX. DITCH BOTTOM

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EX. DITCH BOTTOM

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EX. DITCH TOP

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EX. PROP ROW

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EX. PROP ROW

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EX. DITCH BOTTOM

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EX. DITCH TOP

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VEHICLE PULL OFF 6" GRADED AGGREGATE BASE

AutoCAD SHX Text PERIMETER 6' HIGH CHAIN LINK FENCING WITH BARBED WIRE AND 12' WIDE DOUBLE SWING GATE WITH LOCK SEE DETAIL SHEET CD-01 FOR MORE CD-01 FOR MORE FOR MORE INFORMATION

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0.06 ACRE WATER MAIN PUMP STATION EASEMENT

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RAILING

AutoCAD SHX Text 44.78'

AutoCAD SHX Text 60.00'

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AutoCAD SHX Text INSTALL ANTENNA POLE 10 FT FROM PROPERTY LINES. SEE ELECTRICAL DRAWINGS E-XX FOR MORE INFORMATION

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4 STEPS AT 0.5' PER STEP

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8'X8' CONCRETE PAD FOR PUMP STATION ENCLOSURE

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NEMA 4 ELECTRICAL ENCLOSURE

AutoCAD SHX Text PUMP STATION FIBERGLASS ENCLOSURE. SEE SHEET C-05.1 FOR SPECIFICATIONSC-05.1 FOR SPECIFICATIONS FOR SPECIFICATIONS

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Sheet Number

Sheet Title

Project Title

This drawing and their reproductions are the property of the engineer and may not to be reproduced, published, or used in whole or in part without the written permission of the engineer.

Project Location

Initial Issue Date:

Checked By:

Drawn By:

Project No.

3100 BRECKINRIDGE BLVD.

BLDG. 300

DULUTH, GEORGIA 30096-4986

TEL: (770) 923-1600

FAX: (770) 923-4202

Address City, State Zip Land Lot District-Section County

PUMP STATION NO.1

UTILITY & EROSION

CONTROL PLAN

C-04

ARC

SMB

10-27-22

TIMBERLINE PUMP

STATION

21-016

TIMBERLINE DRIVE

YOUNG HARRIS, GA 30582

TOWNS

D es cr ip tio n

N o.

D at e A pp

B y

This document is prepared for the exclusive use of CITY OF YOUNG HARRIS and shall not be relied on by any other person or entity.

Know what's below.

before you dig.Call

CITY OF YOUNG

HARRIS

PO BOX 122

YOUNG HARRIS, GA 30582

Phone: (770) 318-7209

Contact: STEVE CLARK

(706) 379-3171

9-22-2023

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APPROX. EX. TOWNS COUNTY WATERLINE

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APPROX. EX. CITY OF YOUNG HARRIS WATERLINE

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TIMBERLINE DRIVE

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EX. FH

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CONTRACTOR TO PROTECT EXISTING WATER MAIN

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THRUST BLOCK (TYP., SEE DETAIL ON SHEET WD-01) & 90 BENDS) & 90° BENDS

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SAW CUT ASPHALT

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6" PVC CLASS 305 PSI DRINKING WATER PIPE. 1' SEPARATION

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LIMITS OF DISTURBANCE

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LIMITS OF DISTURBANCE

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LIMITS OF DISTURBANCE

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LIMITS OF DISTURBANCE

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LIMITS OF DISTURBANCE = EASEMENT

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6" GATE VALVE

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ALL DISTURBED AREAS

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ALL DISTURBED AREAS

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SOIL BOUNDARY

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PUMP ENCLOSURE FFE =1950.5

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0.06 ACRE WATER MAIN PUMP STATION EASEMENT

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SWALE

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SWALE

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SWALE

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6" GATE VALVE

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SOLID SLEEVE COUPLING, RESTRAINED JOINT & 6" GATE VALVE WITH VALVE BOX & COVER

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2" PVC POWER CONDUIT

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THRUST BLOCK (TYP.) & 45° BENDS

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LIMITS OF DISTURBANCE

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ANTENNA POLE

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SOLID SLEEVE COUPLING, RESTRAINED JOINT & 6" GATE VALVE WITH VALVE BOX & COVER

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6" GATE VALVE. NORMALLY CLOSED

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6" BYPASS LINE WITH CHECK VALVE

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TOWNS COUNTY WATER MAIN

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AutoCAD SHX Text NOTES: 1. CONTRACTOR TO COORDINATE PIPING LAYOUT BETWEEN THE PUMP STATION AND CONTRACTOR TO COORDINATE PIPING LAYOUT BETWEEN THE PUMP STATION AND THE ROAD 2. CONTRACTOR SHALL SUBMIT A TRAFFIC CONTROL PLAN PRIOR TO EXCAVATION IN TIMBERLINE DRIVE. 3. CONTRACTOR SHALL SUBMIT A WRITTEN PLAN FOR TYPICAL DAILY OPERATIONS CONTRACTOR SHALL SUBMIT A WRITTEN PLAN FOR TYPICAL DAILY OPERATIONS THAT IDENTIFIES WHEN DAILY WATER OUTAGES WILL BE ANTICIPATED AND WHEN SERVICE WILL BE RESTORED AT THE END OF EACH DAY.

AutoCAD SHX Text SOIL CLASSIFICATION TABLE RbF - RABUN STONY LOAM, 25 TO 50% SLOPES BrE - BRADSON FINE SANDY LOAM, 10 TO 25% SLOPES

AutoCAD SHX Text SILT STORAGE CALCULATIONS LIMITS OF DISTURBANCE = 0.134 AC. LENGTH OF SILT FENCE = 326.60 FT. 0.134 AC. X 67 C.Y./AC. = 9.01 C.Y. 9.01 C.Y. X 27 = 243.28 C.F. REQUIRED DEPTH OF SILT FENCE = 1 FT. WIDTH OF SILT STORAGE = 12 FT. CROSS SECTION AREA = 1 X 12 /2 = 6 S.F./DT. OF SILT FENCE 326.60 F.T. X 6 S.F. = 1959.6 C.F. PROVIDED

AutoCAD SHX Text GENERAL EROSION NOTES 1. UPON NOTIFICATION AND AUTHORIZATION OF THE OWNER, THE DESIGN PROFESSIONAL WHO UPON NOTIFICATION AND AUTHORIZATION OF THE OWNER, THE DESIGN PROFESSIONAL WHO PREPARED THE ES&PC PLAN IS TO INSPECT THE INSTALLATION OF THE INITIAL SEDIMENT STORAGE REQUIREMENTS AND PERIMETER CONTROL BMPS WITHIN 7 DAYS AFTER INSTALLATION. THE FAILURE TO OBTAIN THE INSPECTION IS A VIOLATION OF THE NPDES PERMIT. 2. NON-EXEMPT ACTIVITIES SHALL NOT BE CONDUCTED WITHIN THE 25 OR 50-FOOT UNDISTURBED NON-EXEMPT ACTIVITIES SHALL NOT BE CONDUCTED WITHIN THE 25 OR 50-FOOT UNDISTURBED STREAM BUFFERS AS MEASURED FROM THE POINT OF WRESTED VEGETATION OR WITHIN 25-FEET OF THE COASTAL MARSHLAND BUFFER AS MEASURED FROM THE JURISDICTIONAL DETERMINATION LINE WITHOUT FIRST ACQUIRING THE NECESSARY VARIANCES AND PERMITS. 3. AMENDMENTS/REVISIONS TO THE ES&PC PLAN WHICH HAVE A SIGNIFICANT EFFECT ON BMPS WITH AMENDMENTS/REVISIONS TO THE ES&PC PLAN WHICH HAVE A SIGNIFICANT EFFECT ON BMPS WITH A HYDRAULIC COMPONENT MUST BE CERTIFIED BY THE DESIGN PROFESSIONAL 4. WASTE MATERIALS SHALL NOT BE DISCHARGED TO WATERS OF THE STATE, EXCEPT AS WASTE MATERIALS SHALL NOT BE DISCHARGED TO WATERS OF THE STATE, EXCEPT AS AUTHORIZED BY A SECTION 404 PERMIT. 5. THE ESCAPE OF SEDIMENT FROM THE SITE SHALL BE PREVENTED BY THE INSTALLATION OF THE ESCAPE OF SEDIMENT FROM THE SITE SHALL BE PREVENTED BY THE INSTALLATION OF EROSION AND SEDIMENT CONTROL MEASURES AND PRACTICES PRIOR TO LAND DISTURBING ACTIVITIES.

AutoCAD SHX Text

6. EROSION CONTROL MEASURES WILL BE MAINTAINED AT ALL TIMES. IF FULL IMPLEMENTATION OF EROSION CONTROL MEASURES WILL BE MAINTAINED AT ALL TIMES. IF FULL IMPLEMENTATION OF THE APPROVED PLAN DOES NOT PROVIDE FOR EFFECTIVE EROSION CONTROL, ADDITIONAL EROSION AND SEDIMENT CONTROL MEASURES SHALL BE IMPLEMENTED TO CONTROL OR TREAT THE SEDIMENT SOURCE. 7. ANY DISTURBED AREA LEFT EXPOSED FOR A PERIOD GREATER THAN 14 DAYS SHALL BE ANY DISTURBED AREA LEFT EXPOSED FOR A PERIOD GREATER THAN 14 DAYS SHALL BE STABILIZED WITH MULCH OR TEMPORARY SEEDING. 8. ADDITIONAL EROSION & SEDIMENT CONTROL MEASURES WILL BE INSTALLED IF DEEMED NECESSARY ADDITIONAL EROSION & SEDIMENT CONTROL MEASURES WILL BE INSTALLED IF DEEMED NECESSARY BY ON-SITE INSPECTION 9. NOTE: CONTRACTOR SHALL REFERENCE THE LATEST EDITION OF THE "MANUAL FOR EROSION AND NOTE: CONTRACTOR SHALL REFERENCE THE LATEST EDITION OF THE "MANUAL FOR EROSION AND SEDIMENT CONTROL IN GEORGIA" FOR THE CONSTRUCTION, MAINTENANCE AND DISPOSAL OF ALL EROSION AND SEDIMENT CONTROL MEASURES. 10. SEE SHEETS EC-01 THROUGH EC-03 FOR EROSION DETAILS.SEE SHEETS EC-01 THROUGH EC-03 FOR EROSION DETAILS.EC-01 THROUGH EC-03 FOR EROSION DETAILS. THROUGH EC-03 FOR EROSION DETAILS.EC-03 FOR EROSION DETAILS. FOR EROSION DETAILS.

AutoCAD SHX Text EXISTING AND PROPOSED CONTOURS ARE SHOWN AT 2' CONTOUR INTERVALS PER THE PLAN SHEETS.

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NOTE: ALL PIPING IS RESTRAINED JOINT WITH BLOCKING

Project Title

This drawing and their reproductions are the property of the engineer and may not to be reproduced, published, or used in whole or in part without the written permission of the engineer.

Project Location

Initial Issue Date:

Checked By:

Drawn By:

Project No.

3100 BRECKINRIDGE BLVD.

BLDG. 300

DULUTH, GEORGIA 30096-4986

TEL: (770) 923-1600

FAX: (770) 923-4202

Address City, State Zip Land Lot District-Section County

PUMP STATION NO.1

PIPING PLAN

C-05

ARC

SMB

10-27-22

TIMBERLINE PUMP

STATION

21-016

TIMBERLINE DRIVE

YOUNG HARRIS, GA 30582

TOWNS

D es cr ip tio n

N o.

D at e A pp

B y

This document is prepared for the exclusive use of CITY OF YOUNG HARRIS and shall not be relied on by any other person or entity.

Know what's below.

before you dig.Call

CITY OF YOUNG

HARRIS

PO BOX 122

YOUNG HARRIS, GA 30582

Phone: (770) 318-7209

Contact: STEVE CLARK

(706) 379-3171

9-22-2023

-17 -20

AutoCAD SHX Text 6"x3" REDUCING 90° FLANGED BEND

AutoCAD SHX Text

3" PIPE THREADED

AutoCAD SHX Text 3"x2.5" REDUCER

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2.5" UNION (TYP.)

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6" WATER PIPE

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90° M.J., R.J. BENDR.J. BEND

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FRONT/SIDE VIEW

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6" LONG " SS 12" SS ANCHOR BOLT ALL FOUR CORNERS OFSKID

AutoCAD SHX Text

5" RAISED 3' X 3' SLAB

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SECTION A-A

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6" YARD VALVE W/VALVE BOX 2' CLEAR OF BUILDING

AutoCAD SHX Text

HOSE BIBB

AutoCAD SHX Text FIBERGLASS BOOSTER PUMP STATION ENCLOSURE WILL COVER PUMP PER DETAILS ON SHEETS C-05.1 THROUGH C-05.6. THROUGH C-05.6.

AutoCAD SHX Text NOTES: 1. CONTRACTOR TO COORDINATE BETWEEN PUMP STATION NO.1 PIPING PLAN & PUMP SPECIFICATIONS FOR PUMP STATION NO.1. PUMP STATION NO.1 PIPING PLAN WILL VARY DEPENDING ON CHOSEN MANUFACTURER. 2. PUMP STATION NO.1 PACKAGE TO BE ONE OF THE FOLLOWING PROVIDED ON SHEETS C-05.1 THROUGH C-05.6 OR ENGINEER APPROVED EQUAL. 3. CONTRACTOR TO COORDINATE THE CUSTOMIZATION OF PUMP STATION NO.1 SLAB CONFIGURATION TO MATCH FINAL CHOSEN PUMP STATION PACKAGE.

AutoCAD SHX Text

8" FLOOR PERFORATION

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6" WATER PIPE

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ELECTRICAL CABINETS

AutoCAD SHX Text 6"x3" REDUCING 90° FLANGED BEND

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3" PIPE THREADED

AutoCAD SHX Text 3"x2.5" REDUCER (TYP.)

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OUTLET LINE

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INLET LINE

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FENCE

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PLAN VIEW

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90° THREADEDBEND

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2.5" WATER PIPE

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SECTION A-A

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SECTION A-A

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HOSE BIBB

AutoCAD SHX Text ELECTRICAL CABINETS WILL BE PROTECTED BY NEMA 4 ENCLOSURE, BOXES SHOWN FOR ILLUSTRATIVE PURPOSES ONLY. SEE ELECTRICAL PLANS FOR MORE INFORMATION

AutoCAD SHX Text SEE SHEETS C-05.1 C-05.1 THROUGH C-05.6 FOR PUMP SPECIFICATIONS & DETAILED PIPING SPECIFICATIONS

AutoCAD SHX Text ana caveda

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AutoCAD SHX Text i:\aprojeng\2021\21016wd - yh timbln bps\dwg\production\21-016e.dwg

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Project Title

This drawing and their reproductions are the property of the engineer and may not to be reproduced, published, or used in whole or in part without the written permission of the engineer.

Project Location

Initial Issue Date:

Checked By:

Drawn By:

Project No.

3100 BRECKINRIDGE BLVD.

BLDG. 300

DULUTH, GEORGIA 30096-4986

TEL: (770) 923-1600

FAX: (770) 923-4202

Address City, State Zip Land Lot District-Section County

PUMP SPECIFICATIONS

FOR PUMP STATION NO.1

C-05.1

ARC

SMB

10-27-22

TIMBERLINE PUMP

STATION

21-016

TIMBERLINE DRIVE

YOUNG HARRIS, GA 30582

TOWNS

D es cr ip tio n

N o.

D at e A pp

B y

This document is prepared for the exclusive use of CITY OF YOUNG HARRIS and shall not be relied on by any other person or entity.

CITY OF YOUNG

HARRIS

PO BOX 122

YOUNG HARRIS, GA 30582

Phone: (770) 318-7209

Contact: STEVE CLARK

(706) 379-3171

-17 -20

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AutoCAD SHX Text utility.ctb i:\aprojeng\2021\21016wd - yh timbln bps\dwg\production\21-016e.dwg

N/F

CABLE

DB 311, PG 611

PB 32, PG 220

N/F

SHERMAN

DB 260, PG 733

PB 2, PG 176

LOT 13

TIMBERLINE ACRES S/D

LOT 70

TIMBERLINE ACRES S/D

Sheet Number

Sheet Title

Project Title

This drawing and their reproductions are the property of the engineer and may not to be reproduced, published, or used in whole or in part without the written permission of the engineer.

Project Location

Initial Issue Date:

Checked By:

Drawn By:

Project No.

3100 BRECKINRIDGE BLVD.

BLDG. 300

DULUTH, GEORGIA 30096-4986

TEL: (770) 923-1600

FAX: (770) 923-4202

Address City, State Zip Land Lot District-Section County

PS NO.2 & TANK NO.2

UTILITY & EROSION PLAN

C-09

ARC

SMB

10-27-22

TIMBERLINE PUMP

STATION

21-016

TIMBERLINE DRIVE

YOUNG HARRIS, GA 30582

TOWNS

D es cr ip tio n

N o.

D at e A pp

B y

This document is prepared for the exclusive use of CITY OF YOUNG HARRIS and shall not be relied on by any other person or entity.

CITY OF YOUNG

HARRIS

PO BOX 122

YOUNG HARRIS, GA 30582

Phone: (770) 318-7209

Contact: STEVE CLARK

(706) 379-3171

9-22-2023

-17 -20

AutoCAD SHX Text

TREE-LINE

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TREE-LINE

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GRAVEL

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ASPHALT DRIVE

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ALL DISTURBED AREAS

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EXISTING PUMP STATION TO REMAIN FFE =2085.9'

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INFLUENT 4" PVC CLASS 305 PSI

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EFFLUENT 4" PVC CLASS 305 PSI

AutoCAD SHX Text PROPOSED ~6550 GALLON, ~10' INTERMEDIATE STORAGETANK. SEE SHEETS C-10, C-10, , WD-02 & WD-03 FOR MORE & WD-03 FOR MORE WD-03 FOR MORE FOR MORE INFORMATION.

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SOLID SLEEVE COUPLING, RESTRAINED JOINT.

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4" GATE VALVE WITH VALVE BOX & COVER

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LIMIT OF DISTURBANCE

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CHECK VALVE, M.J., R.J.

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SOLENOID VALVE INSIDE 4' MH

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ANTENNA POLE. SEE ELECTRICAL SHEETS. FOR MORE INFORMATION

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2" PVC CONDUIT

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4" PVC CLASS 305 PSI

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SOLID SLEEVE COUPLING RESTRAINED JOINT.

AutoCAD SHX Text R/W

AutoCAD SHX Text PROPOSED WALL. SEE STRUCTURAL SHEETS S0.01 TO S0.01 TO TO S2.01 FOR MORE FOR MORE INFORMATION

AutoCAD SHX Text

TANK HATCH

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90° BEND & SLABPENETRATION

AutoCAD SHX Text Sd1-S

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12.5' X 15.5' PROPOSED CONCRETE PAD FFE=2087'

AutoCAD SHX Text 4"X4"X4" TEES. CONTRACTOR TO INSTALL PVC BENDS AS NEEDED TO CONNECT TO EXISTING 4" PVC.

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DRESSER COUPLING

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10/17/2023 1:44 PM

AutoCAD SHX Text utility.ctb

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NOTE: CONTRACTOR SHALL MAKE UP COMPLETE PIPE AND CONTRACTOR SHALL MAKE UP COMPLETE PIPE AND VALVE ASSEMBLY BEFORE EXCAVATING INFLOW PIPES TO EXISTING PUMP STATION NO.2 IN ORDER TO MINIMIZE DOWN TIME FOR PUMP STATION NO.2. IF DOWN TIME IS TO BE GREATER THAN 4 HOURS, DISCUSS ALTERNATE WATER SUPPLY METHODS WITH THE CITY OF YOUNG HARRIS & ENGINEER.

Project Title

This drawing and their reproductions are the property of the engineer and may not to be reproduced, published, or used in whole or in part without the written permission of the engineer.

Project Location

Initial Issue Date:

Checked By:

Drawn By:

Project No.

3100 BRECKINRIDGE BLVD.

BLDG. 300

DULUTH, GEORGIA 30096-4986

TEL: (770) 923-1600

FAX: (770) 923-4202

Address City, State Zip Land Lot District-Section County

TANK NO.2 PIPING PLAN -

INFLUENT PIPE

C-10

ARC

SMB

10-27-22

TIMBERLINE PUMP

STATION

21-016

TIMBERLINE DRIVE

YOUNG HARRIS, GA 30582

TOWNS

D es cr ip tio n

N o.

D at e A pp

B y

This document is prepared for the exclusive use of CITY OF YOUNG HARRIS and shall not be relied on by any other person or entity.

Know what's below.

before you dig.Call

CITY OF YOUNG

HARRIS

PO BOX 122

YOUNG HARRIS, GA 30582

Phone: (770) 318-7209

Contact: STEVE CLARK

(706) 379-3171

9-22-2023

-17 -20

AutoCAD SHX Text

4" SOLENOID VALVE OFF, PROBE. SEE ELECTRICAL PLANS FOR MORE INFORMATION.

AutoCAD SHX Text HDPE DOUBLE WALLED WATER STORAGE TANK. SEE DETAIL "IMT 6550" ON SHEETS WD-02 & WD-03WD-02 & WD-03 & WD-03WD-03

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ELEV=2087'

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ELEV=2100.63'

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ELEV=2102.54'

AutoCAD SHX Text CONCRETE PAD/WALL. SEE STRUCTURAL DRAWING SHEETS FOR MORE INFORMATION. FFE = 2087'

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ALL PIPING ABOVE & IN SLAB SHALL BE DIP

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INFLUENT 4" PVC WATER PIPE

AutoCAD SHX Text 6" SOLENOID AUTOMATIC CONTROL VALVE MODELS 106-SC/206-SC BY SINGER (OR APPROVED EQUAL).

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90° M.J., R.J. BENDR.J. BEND

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4' MHFLAT TOP EL:2087' WITH 36" RING & ROTATING COVER, TRAFFIC RATED.

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EMERGENCY PUMP NO.2 OFF, PROBE. SEE ELECTRICAL PLANS FOR MORE INFORMATION.

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PUMP NO.1 ON, PROBE. SEE ELECTRICAL PLANS FOR MORE INFORMATION.

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2" PVC CONDUIT. SEE ELECTRICAL PLANS FOR MORE INFORMATION.

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CONDUIT TO BE MOUNTED TO THE SIDE OF TANK VIA BRACKET & SCREWS NO LONGER THAN 1"

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TO CONNECT TO ANTENNA

AutoCAD SHX Text INSTALL GAB BELOW SLAB. GAB THICKNESS TO BE 6" OR AS DIRECTED BY GEOTECHNICAL ENGINEER.

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COMPACT SUB-BASE TO 98% STANDARD PROCTOR DENSITY

AutoCAD SHX Text DRAINAGE STONE & FILTER FABRIC DEPTH TBD, SEE STRUCTURAL PLANS FOR MORE INFORMATION.

AutoCAD SHX Text WOOD FRAMED BUILDING OVER EXPOSED WATER LINES. WALLS: EXTERIOR PLYWOOD SHEATHING ROOF: SHINGLES WALLS & CEILING TO BE INSULATED. TO BE DESIGNED BY CONTRACTOR AND APPROVED BY ENGINEER. PROVIDE A 110 VOLT ELECTRICAL OUTLET WALL MOUNTED ON THE INTERIOR. SUPPLY FROM EXISTING PUMP BUILDING.

AutoCAD SHX Text

5' DOOR, 32" WIDE

AutoCAD SHX Text

TOP OF DOOR

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EXISTING GRADE

AutoCAD SHX Text 2083.2'

AutoCAD SHX Text 2090'

AutoCAD SHX Text 2100'

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EXISTING GRADE

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HATCH, NTS

AutoCAD SHX Text CONTRACTOR TO COORDINATE PAD AND CLIP INSTALLATION TO ENSURE PROPER ANCHORAGE OF ENTIRE TANK.

AutoCAD SHX Text WALL/TURNDOWN SHOWN HERE FOR ILLUSTRATIVE PURPOSES ONLY, SEE STRUCTURAL DRAWING SHEETS FOR MORE INFROMATION.

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PUMP NO.1 OFF, PROBE. SEE ELECTRICAL PLANS FOR MORE INFORMATION.

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4" DIP WILL ENTER SIDE OF TANK AT A 45°BEND. SEE PLAN VIEW FOR REFERENCE.

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12" EXPANSION MATERIAL

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CRUSHED STONE UNDER MH, 1' BELOW PIPE

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ELECTRICAL MUTIPROBE

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DRESSER COUPLING

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4" DIP

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90° FLANGED BEND

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EXISTING PUMP STATION TO REMAIN FFE =2085.9'

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INFLUENT 4" PVC CLASS 305 PSI

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EFFLUENT 4" PVC CLASS 305 PSI

AutoCAD SHX Text PROPOSED ~6550 GALLON, ~10' INTERMEDIATE STORAGETANK. SEE SHEETS C-10, C-10, , WD-02 & WD-03 FOR MORE & WD-03 FOR MORE WD-03 FOR MORE FOR MORE INFORMATION.

AutoCAD SHX Text

SOLID SLEEVE COUPLING, RESTRAINED JOINT.

AutoCAD SHX Text

4" GATE VALVE WITH VALVE BOX & COVER

AutoCAD SHX Text

CHECK VALVE, M.J., R.J.

AutoCAD SHX Text

SOLENOID VALVE INSIDE 4' MH

AutoCAD SHX Text

ANTENNA POLE. SEE ELECTRICAL SHEETS. FOR MORE INFORMATION

AutoCAD SHX Text

2" PVC CONDUIT

AutoCAD SHX Text

4" PVC CLASS 305 PSI

AutoCAD SHX Text

SOLID SLEEVE COUPLING RESTRAINED JOINT.

AutoCAD SHX Text PROPOSED WALL. SEE STRUCTURAL SHEETS S0.01 TO S0.01 TO TO S2.01 FOR MORE FOR MORE INFORMATION

AutoCAD SHX Text

TANK HATCH

AutoCAD SHX Text

90° BEND & SLABPENETRATION

AutoCAD SHX Text

12.5' X 15.5' PROPOSED CONCRETE PAD FFE=2087'

AutoCAD SHX Text 4"X4"X4" TEES. CONTRACTOR TO INSTALL PVC BENDS AS NEEDED TO CONNECT TO EXISTING 4" PVC.

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DRESSER COUPLING

AutoCAD SHX Text ana caveda

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10/17/2023 1:44 PM

AutoCAD SHX Text utility.ctb

AutoCAD SHX Text i:\aprojeng\2021\21016wd - yh timbln bps\dwg\production\21-016e.dwg

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PLAN VIEW OF PUMP STATION NO.2 & TANK NO.2

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SECTION VIEW OF INFLUENT LINE INTO TANK NO.2

PROFILE SECTION VIEW

Project Title

This drawing and their reproductions are the property of the engineer and may not to be reproduced, published, or used in whole or in part without the written permission of the engineer.

Project Location

Initial Issue Date:

Checked By:

Drawn By:

Project No.

3100 BRECKINRIDGE BLVD.

BLDG. 300

DULUTH, GEORGIA 30096-4986

TEL: (770) 923-1600

FAX: (770) 923-4202

Address City, State Zip Land Lot District-Section County

TANK NO.2 PIPING PLAN -

EFFLUENT PIPE

C-10.1

ARC

SMB

10-27-22

TIMBERLINE PUMP

STATION

21-016

TIMBERLINE DRIVE

YOUNG HARRIS, GA 30582

TOWNS

D es cr ip tio n

N o.

D at e A pp

B y

This document is prepared for the exclusive use of CITY OF YOUNG HARRIS and shall not be relied on by any other person or entity.

CITY OF YOUNG

HARRIS

PO BOX 122

YOUNG HARRIS, GA 30582

Phone: (770) 318-7209

Contact: STEVE CLARK

(706) 379-3171

Know what's below.

before you dig.Call

9-22-2023

-17 -20

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4" SOLENOID VALVE OFF, PROBE. SEE ELECTRICAL PLANS FOR MORE INFORMATION.

AutoCAD SHX Text HDPE DOUBLE WALLED WATER STORAGE TANK. SEE DETAIL "IMT 6550" ON SHEETS WD-02 & WD-03WD-02 & WD-03 & WD-03WD-03

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ELEV=2087'

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ELEV=2100.63'

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ELEV=2102.54'

AutoCAD SHX Text CONCRETE PAD/WALL. SEE STRUCTURAL DRAWING SHEETS FOR MORE INFORMATION. FFE = 2087'

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EFFLUENT 4" PVC WATER PIPE

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90° M.J., R.J. BENDR.J. BEND

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EMERGENCY PUMP NO.2 OFF, PROBE. SEE ELECTRICAL PLANS FOR MORE INFORMATION.

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PUMP NO.1 ON, PROBE. SEE ELECTRICAL PLANS FOR MORE INFORMATION.

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2" PVC CONDUIT. SEE ELECTRICAL PLANS FOR MORE INFORMATION.

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CONDUIT TO BE MOUNTED TO THE SIDE OF TANK VIA BRACKET & SCREWS NO LONGER THAN 1"

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TO CONNECT TO ANTENNA

AutoCAD SHX Text INSTALL GAB BELOW SLAB. GAB THICKNESS TO BE 6" OR AS DIRECTED BY GEOTECHNICAL ENGINEER.

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COMPACT SUB-BASE TO 98% STANDARD PROCTOR DENSITY

AutoCAD SHX Text DRAINAGE STONE & FILTER FABRIC DEPTH TBD, SEE STRUCTURAL PLANS FOR MORE INFORMATION.

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5' DOOR, 32" WIDE

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TOP OF DOOR

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EXISTING GRADE

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EXISTING GRADE

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HATCH, NTS

AutoCAD SHX Text CONTRACTOR TO COORDINATE PAD AND CLIP INSTALLATION TO ENSURE PROPER ANCHORAGE OF ENTIRE TANK.

AutoCAD SHX Text WALL/TURNDOWN SHOWN HERE FOR ILLUSTRATIVE PURPOSES ONLY, SEE STRUCTURAL DRAWING SHEETS FOR MORE INFROMATION.

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PUMP NO.1 OFF, PROBE. SEE ELECTRICAL PLANS FOR MORE INFORMATION.

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4" PVC WILL ENTER SIDE OF TANK AT A 45°BEND. SEE PLAN VIEW FOR REFERENCE.

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12" EXPANSION MATERIAL

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ELECTRICAL MULTIPROBE

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DRESSER COUPLING

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ALL PIPING ABOVE & IN SLAB SHALL BE DIP

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4" DIP

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90° FLANGED BEND

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GRAVEL

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ASPHALT DRIVE

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EXISTING PUMP STATION TO REMAIN FFE =2085.9'

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INFLUENT 4" PVC CLASS 305 PSI

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EFFLUENT 4" PVC CLASS 305 PSI

AutoCAD SHX Text PROPOSED ~6550 GALLON, ~10' INTERMEDIATE STORAGETANK. SEE SHEETS C-10, C-10, , WD-02 & WD-03 FOR MORE & WD-03 FOR MORE WD-03 FOR MORE FOR MORE INFORMATION.

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SOLID SLEEVE COUPLING, RESTRAINED JOINT.

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4" GATE VALVE WITH VALVE BOX & COVER

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CHECK VALVE, M.J., R.J.

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SOLENOID VALVE INSIDE 4' MH

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ANTENNA POLE. SEE ELECTRICAL SHEETS. FOR MORE INFORMATION

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2" PVC CONDUIT

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4" PVC CLASS 305 PSI

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SOLID SLEEVE COUPLING RESTRAINED JOINT.

AutoCAD SHX Text PROPOSED WALL. SEE STRUCTURAL SHEETS S0.01 TO S0.01 TO TO S2.01 FOR MORE FOR MORE INFORMATION

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TANK HATCH

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90° BEND & SLABPENETRATION

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12.5' X 15.5' PROPOSED CONCRETE PAD FFE=2087'

AutoCAD SHX Text 4"X4"X4" TEES. CONTRACTOR TO INSTALL PVC BENDS AS NEEDED TO CONNECT TO EXISTING 4" PVC.

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DRESSER COUPLING

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10/17/2023 1:44 PM

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NO. 23275

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PROFESSIONAL

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PROFILE SECTION VIEW

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GEORGIA

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AutoCAD SHX Text 1 inch = ft.

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( IN FEET )

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GRAPHIC SCALE

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GEORGIA

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( IN FEET )

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GRAPHIC SCALE

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PLAN VIEW

SECTION VIEW OF EFFLUENT LINE OUT OF TANK NO.2

Project Title

This drawing and their reproductions are the property of the engineer and may not to be reproduced, published, or used in whole or in part without the written permission of the engineer.

Project Location

Initial Issue Date:

Checked By:

Drawn By:

Project No.

3100 BRECKINRIDGE BLVD.

BLDG. 300

DULUTH, GEORGIA 30096-4986

TEL: (770) 923-1600

FAX: (770) 923-4202

Address City, State Zip Land Lot District-Section County

De sc rip tio n No

Da te Ap p.

CONSTRUCTION DETAIL

CD-01

ARC

SMB

10-27-22

CITY OF YOUNG

HARRIS

PO BOX 122

YOUNG HARRIS, GA 30582

Phone: (770) 318-7209

Contact: STEVE CLARK

(706) 379-3171

TIMBERLINE PUMP

STATION

21-016

TIMBERLINE DRIVE

YOUNG HARRIS, GA 30582

TOWNS

This document is prepared for the exclusive use of CITY OF YOUNG HARRIS and shall not be relied on by any other person or entity.

9-22-2023

-1 7-

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PLAN VIEW

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TYPICAL SIDEWALK DETAIL

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WIDTH VARIES

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COMPACTED SUBGRADE

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SC-38

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JOINTS AT 10' O.C.

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CONCRETE

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SECTION A-A

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NTS

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CROSS SLOPE 1/4" PER FT

AutoCAD SHX Text NOTE: 1. EXPANSION JOINTS SHALL BE EXPANSION JOINTS SHALL BE PLACED AT ALL INTERSECTIONS WITH CURBS, RAMPS, DRIVEWAYS AND OTHER STRUCTURES 2. ALL SIDEWALKS SHALL BE ALL SIDEWALKS SHALL BE PORTLAND CEMENT CONCRETE, CLASS "A" & 3000 PSI

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1/2" EXPANSION JOINT EVERY 200 FEET

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12"(TYP)

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3'(TYP)

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FABRIC

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9 GAUGE FABRIC BEFORE BLACK VINYL COATING IS ADDED

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12"(TYP)

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3'(TYP)

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9 GAUGE

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TENSION

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WIRE

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FABRIC

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9 GAUGE FABRIC BEFORE BLACK VINYL COATING IS ADDED

AutoCAD SHX Text FILL SHALL BE PLACED IN UNIFORM, HORIZONTAL SHALL BE PLACED IN UNIFORM, HORIZONTAL SHALL BE PLACED IN UNIFORM, HORIZONTAL BE PLACED IN UNIFORM, HORIZONTAL BE PLACED IN UNIFORM, HORIZONTAL PLACED IN UNIFORM, HORIZONTAL PLACED IN UNIFORM, HORIZONTAL IN UNIFORM, HORIZONTAL IN UNIFORM, HORIZONTAL UNIFORM, HORIZONTAL UNIFORM, HORIZONTAL HORIZONTAL HORIZONTAL LAYERS NOT MORE THAN EIGHT (8") THICK (LOOSE NOT MORE THAN EIGHT (8") THICK (LOOSE NOT MORE THAN EIGHT (8") THICK (LOOSE MORE THAN EIGHT (8") THICK (LOOSE MORE THAN EIGHT (8") THICK (LOOSE THAN EIGHT (8") THICK (LOOSE THAN EIGHT (8") THICK (LOOSE EIGHT (8") THICK (LOOSE EIGHT (8") THICK (LOOSE (8") THICK (LOOSE (8") THICK (LOOSE THICK (LOOSE THICK (LOOSE (LOOSE (LOOSE MEASUREMENT). MOISTURE CONTENT SHALL BE MOISTURE CONTENT SHALL BE MOISTURE CONTENT SHALL BE CONTENT SHALL BE CONTENT SHALL BE SHALL BE SHALL BE BE BE ADJUSTED AS NECESSARY TO COMPACT MATERIAL TO AS NECESSARY TO COMPACT MATERIAL TO AS NECESSARY TO COMPACT MATERIAL TO NECESSARY TO COMPACT MATERIAL TO NECESSARY TO COMPACT MATERIAL TO TO COMPACT MATERIAL TO TO COMPACT MATERIAL TO COMPACT MATERIAL TO COMPACT MATERIAL TO MATERIAL TO MATERIAL TO TO TO NINETY-FIVE PERCENT (95%) OF MAXIMUM DRY DENSITY PERCENT (95%) OF MAXIMUM DRY DENSITY PERCENT (95%) OF MAXIMUM DRY DENSITY (95%) OF MAXIMUM DRY DENSITY (95%) OF MAXIMUM DRY DENSITY OF MAXIMUM DRY DENSITY OF MAXIMUM DRY DENSITY MAXIMUM DRY DENSITY MAXIMUM DRY DENSITY DRY DENSITY DRY DENSITY DENSITY DENSITY OF STANDARD PROCTOR

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PAVING SURFACE DETAILS

AutoCAD SHX Text NOTE: CONTRACTOR MUST PROOFROLL SUBGRADE WITH A LOADED TANDEM DUMP TRUCK PRIOR TO INSTALLING AGGREGATE BASE. SOFT SOILS MUST BE UNDERCUT AND REPLACED WITH APPROPRIATE BRIDGING MATERIAL.

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GRAVEL PAVING

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NTS

AutoCAD SHX Text 6" GRADED AGGREGATE BASE COURSE. COMPACT TO 100% OF THE MAX. DRY DENSITY, WITHIN ±3% OF THE OPTIMUMMOISTURE CONTENT.

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TOP 12" SUBGRADE TO BE

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COMPACTED TO 98%%% OF MAX. DRY DENSITY.

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IN CONCRETE

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PAVEMENT

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POST SET

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CHAIN LINK FENCE W/SINGLE GATE

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NTS

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(TYP)

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TOP RAIL

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10'(TYP)

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BOTTOM

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WIRE(TYP)

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AND CORNER POST

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3"%%C GATE POST

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IN CONCRETE

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PAVEMENT

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POST SET

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CHAIN LINK FENCE W/DOUBLE GATE

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NTS

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(TYP)

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TOP RAIL

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10'(TYP)

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BOTTOM

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WIRE(TYP)

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AND CORNER POST

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3"%%C GATE POST

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WEATHERPROOF

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CAULKING

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CONTINUOUS WELD

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