1-Bid 26-68-3320 Kentmere Lift Station Modifications and Force Main Design Drawings.pdf

PDF 36 MB Posted Jun 1, 2026

Attached to: Kentmere Lift Station Modifications and Force Main Design
Solicitation number: 26-68-3320
Issued by: Fayette County, Georgia

About this file

Written by GovTribe AI · Jun 2, 2026

This is a Site Development Plan and Design Drawing set prepared by Carollo Engineers, Inc. and Freese and Nichols, Inc. for the Forsyth County Department of Water and Sewer in Cumming, Georgia. The project encompasses modifications to the existing Kentmere Lift Station and installation of force main and gravity sewer infrastructure. Major components include modifications to pump control logic and wetwell control elevations with two new float switches; two new flow meter vaults with magnetic flow meters (6-inch and 8-inch), actuated plug valves, yard piping, and associated controls; approximately 20 linear feet of 8-inch ceramic epoxy lined ductile iron pipe (DIP) at the lift station site; 2,130 linear feet of 6-inch ceramic epoxy lined DIP force main; and 265 linear feet of 8-inch polyvinyl chloride (PVC) gravity sewer pipe with associated manholes, valves, and appurtenances. The project site is approximately 1.20 acres with 1.20 acres of disturbed area, located in Forsyth County and spanning from the Kentmere Lift Station along Carrick Road and Whitfield Avenue to terminates before Atlanta Highway. The non-mandatory pre-bid meeting is scheduled for 2:00 pm on Monday, June 22, 2026, at the Forsyth County Department of Water and Sewer, Kentmere LS, 3289 Glen Wallace Drive, Cumming, Georgia 30040. All work must be substantially completed within 485 calendar days from issuance of notice to proceed.

The design drawings indicate that all improvements must conform to Forsyth County Construction Standards and Specifications, with the contractor responsible for field verification of all existing utilities and site conditions prior to construction. The project includes stream buffer encroachments requiring a variance and impacts 2,660 square feet of stream buffer area. Contractor responsibilities include utility coordination through Utility Coordinator Manager Damon Stancil at 770-781-2165, compliance with local construction stormwater discharge regulations, protection of existing facilities and utilities, and stabilization of all disturbed areas within 48 hours or prior to expected rainfall events. The design includes detailed erosion and sediment control measures, with the contractor required to maintain all control devices and establish permanent vegetation before final project release, with responsibility for repairs extending twelve months after project acceptance.

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FORSYTH COUNTY

DEPARTMENT OF WATER AND SEWER

KENTMERE LIFT STATION

MODIFICATIONS AND FORCE MAIN DESIGN

SITE DEVELOPMENT PLANS

VICINITY MAP

CONSULTING ENGINEERS:

MAY 2026

FSY24542

2500 Windy Ridge Parkway, Suite 1200 Atlanta, GA 30339 Phone - (404) 334-4310 Web - www.freese.com

Freese and Nichols, Inc.

Georgia Registered Engineering Firm

PEF-004433

Expires 06/30/2026

DEVELOPER/OWNER (24-HOUR CONTACT):

FORSYTH COUNTY DEPARTMENT OF WATER AND SEWER

110 EAST MAIN STREET, SUITE 150

CUMMING, GA 30040

DANIEL SHAW, P.E.

(470) 487-5873

KENTMERE FORCE MAINFORSYTH COUNTY BOARD OF COMMISSIONERS

KERRY HILL, DISTRICT 1

ALFRED JOHN, DISTRICT 2

TODD LEVENT, DISTRICT 3

MENDY MOORE, DISTRICT 4

LAURA SEMANSON, DISTRICT 5

FORSYTH COUNTY DEPARTMENT OF WATER AND SEWER

SCOTT ADAMS, P.E., DIRECTOR

REVISION LIST

NO. ISSUE BY DATE

1 100% FINAL DESIGN JCS 6/27/2025

2 SITE DEVELOPMENT PLANS JCS 5/15/2026

ATLANTA HIGHWAY

Carollo Engineers, Inc.

Georgia Registered Engineering Firm

PEF-004701

Expires 06/30/2026

KENTMERE LIFT STATION

2500 Clean Water Court, Building A, Suite 300 Buford, GA 30519 Phone - (470) 422-7982 Web - www.carollo.com

MANHOLE AND

GRAVITY SEWER

CONNECT TO

EX MANHOLE

PROJECT NARRATIVE:

THE PROPOSED PROJECT CONSISTS OF MODIFICATIONS TO THE EXISTING

KENTMERE LIFT STATION AS WELL AS THE INSTALLATION OF FORCE MAIN AND

GRAVITY SEWER LOCATED IN FORSYTH COUNTY, GEORGIA. THE PROJECT BEGINS

AT THE KENTMERE LIFT STATION, FOLLOWS AN EXISTING EASEMENT TOWARDS

CARRICK ROAD, RUNS SOUTH ALONG CARRICK ROAD, CONTINUES SOUTH

ALONG WHITFIELD AVENUE, AND TERMINATES BEFORE ATLANTA HIGHWAY. THE

TOTAL AREA OF THE SITE IS APPROXIMATELY 1.20 ACRES. THE TOTAL DISTURBED

AREA IS 1.20 ACRES.

NOTES:

1. UTILITY PERMIT REQUIRED. CONTACT UTILITY COORDINATOR MANAGER

DAMON STANCIL AT 770-781-2165.

2. CONSTRUCTION WASTE MAY NOT BE BURNED OR BURIED AND MUST BE

TAKEN TO A STATE APPROVED LANDFILL.

3. PER UDC 10-1.13 OUTSIDE CONSTRUCTION SHALL BE LIMITED TO THE

HOURS OF 7:00 AM TO 7:00 PM MONDAY TO FRIDAY, 8:00 AM TO 6:00 PM

SATURDAY, AND THERE WILL BE NO OUTSIDE CONSTRUCTION ON SUNDAY.

SITE ACREAGE: 1.20 AC (52,270 SF)

DISTURBED ACREAGE: 1.20 AC (52,270 SF)

STREAM BUFFER IMPACT: 2,660 SF

5/15/2026

GENERAL NOTES

1. FOLLOWING NOTES ARE GENERAL AND APPLY TO ALL SHEETS OF THESE CONTRACT DOCUMENTS AS IF

THEY WERE WRITTEN IN THEIR ENTIRETY ON EACH SHEET.

2. CONTRACTOR SHALL VERIFY ALL DIMENSIONS BEFORE STARTING WORK AND SHALL IMMEDIATELY NOTIFY THE ENGINEER OF ANY DISCREPANCIES. CONTRACTOR SHALL BE RESPONSIBLE FOR FIELD VERIFYING ALL EXISTING CONDITIONS INCLUDING LOCATION AND DIMENSIONS OF ALL EXISTING CONSTRUCTION AND UTILITIES. CONTRACTOR SHALL NOTIFY ENGINEER IF THERE IS A CONFLICT BETWEEN THE CONTRACT

DOCUMENTS AND EXISTING CONSTRUCTION BEFORE PROCEEDING WITH WORK.

3. UNLESS DETAILED, SPECIFIED, OR OTHERWISE INDICATED ON THE DRAWINGS, CONSTRUCTION SHALL BE AS INDICATED IN THE APPLICABLE TYPICAL DETAILS AND GENERAL NOTES. TYPICAL DETAILS SHALL APPLY

EVEN THOUGH NOT REFERENCED AT SPECIFIC LOCATIONS ON DRAWINGS.

4. WHERE NO CONSTRUCTION DETAILS ARE SHOWN OR NOTED FOR ANY PART OF WORK, DETAILS SHALL BE PER FORSYTH COUNTY DEPARTMENT OF WATER AND SEWER STANDARDS OR THE SAME AS FOR OTHER

SIMILAR WORK.

5. CONTRACTOR SHALL COMPLY WITH LOCAL CONSTRUCTION STORM WATER DISCHARGE REGULATIONS

AND REQUIREMENTS.

6. PRIOR TO EXCAVATION FOR NEW STRUCTURES, ELECTRICAL CONDUIT, FABRICATION OF NEW PIPING AND/OR OTHER PROPOSED UTILITIES, CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION OF ALL EXISTING PIPING AND UTILITIES IN THE CONSTRUCTION AREA. THE CONTRACTOR SHALL TEMPORARILY RELOCATE CONFLICTING EXISTING UTILITIES AT TIE-IN/CONNECTION LOCATIONS AND REINSTALL THEM AS REQUIRED TO ELIMINATE THE CONFLICT AT NO ADDITIONAL COST TO THE

OWNER.

7. ALL PIPELINES SHALL HAVE A MINIMUM COVER OF 48" UNLESS THE COVER DEPTH IS

SPECIFICALLY INDICATED ON THE DRAWINGS. PIPES SHALL BE ROUTED AS SHOWN UNLESS MINOR REVISIONS ARE NECESSARY TO MISS EXISTING PIPES, STRUCTURES, ETC. CONTRACTOR SHALL BE RESPONSIBLE FOR FURNISHING ALL FITTINGS AND ADAPTERS REQUIRED TO MAKE THE ROUTING CHANGES AT NO

ADDITIONAL COST TO THE OWNER. CONTRACTOR SHALL INCLUDE COST FOR THIS IN THE BID.

8. EXISTING FACILITY AND UTILITY INFORMATION SHOWN ON THE DRAWINGS WAS OBTAINED FROM AVAILABLE RECORDS OR ELECTRONIC FILES. NEITHER THE OWNER NOR ENGINEER ASSUMES ANY RESPONSIBILITY FOR FACILITIES AND UTILITIES NOT SHOWN OR NOT IN THE LOCATION SHOWN.

THE CONTRACTOR SHALL FIELD VERIFY ALL LOCATIONS, SIZES, MATERIAL TYPES, AND ELEVATIONS

SHOWN AROUND OR NEAR AREAS OF NEW CONSTRUCTION PRIOR TO START OF CONSTRUCTION.

9. THE CONTRACTOR SHALL TAKE ALL PRECAUTIONARY MEASURES NECESSARY TO PROTECT FROM DAMAGE EXISTING FACILITIES AND UTILITIES SHOWN OR NOT SHOWN THAT ARE TO REMAIN IN PLACE.

ALL FACILITIES DAMAGED BY THE CONTRACTOR'S OPERATIONS SHALL BE EXPEDITIOUSLY REPAIRED

OR RECONSTRUCTED TO THE ORIGINAL OR BETTER CONDITION AT THE CONTRACTOR'S EXPENSE

WITHOUT ADDITIONAL COMPENSATION.

10. CONTRACTOR SHALL MAKE CONNECTIONS TO EXISTING PIPE, EQUIPMENT, ETC. AS REQUIRED AND SHALL PROVIDE ALL FITTINGS, ADAPTERS, AND APPURTENANCES REQUIRED TO MAKE THE CONNECTIONS.

PROVIDE ALL SUPPORTS REQUIRED FOR A RIGIDLY SUPPORTED COMPLETE AND WORKING SYSTEM.

11. ADJUST ALL VALVE BOXES, VAULTS, PULL BOXES, AND MANHOLES TO FINISHED GRADE UNLESS OTHER- WISE SHOWN OR DIRECTED. MANHOLES IN OPEN FIELDS SHALL BE SET TWELVE INCHES ABOVE FINISHED

GRADE AND VAULTS SHALL BE SIX INCHES ABOVE FINISHED GRADE.

12. CONTRACTOR SHALL VERIFY THAT PIPING SHOWN TO BE ABANDONED OR AS ABANDONED PREVIOUSLY IS NO LONGER IN SERVICE. LINES IN SERVICE SHALL BE MAINTAINED UNTIL NO LONGER REQUIRED BY

THE STATION.

13. ALL EXISTING PIPES THAT ARE TO BE ABANDONED IN PLACE OR REMOVED MAY NOT BE SHOWN.

WHERE PIPING IS TO BE ABANDONED AND MUST REMAIN IN SERVICE UNTIL COMPLETION OF OTHER PHASES OF WORK, AND IT CONFLICTS WITH NEW PIPING, TEMPORARILY RELOCATE PIPING AS REQUIRED

TO MAINTAIN SERVICE BY THE STATION.

14. CONTRACTOR SHALL REROUTE THE EXISTING WATER OR SEWER PIPING IF REQUIRED TO MISS THE

PROPOSED STRUCTURES. NATURAL GAS AND OTHER UTILITY RELOCATION IS NOT PERMITTED.

THE EXISTING PIPE SHALL REMAIN IN SERVICE UNTIL NEW PIPING IS READY TO BE PLACED INTO SERVICE.

DOWNTIME SHALL BE A MAXIMUM OF 2 HOURS, UNLESS SPECIFIED OR SHOWN OTHERWISE.

15. ALL SIDEWALKS SHALL MEET FORSYTH COUNTY DEPARTMENT OF WATER AND SEWER STANDARDS.

16. THE CONTRACTOR SHALL TAKE SPECIAL PRECAUTIONS IN THE VICINITY OF ANY OVERHEAD ELECTRIC LINES. CONTRACTOR SHALL ABIDE BY THE NATIONAL ELECTRIC CODE AND ANY REQUIREMENT BY THE

OWNER OF THE ELECTRIC LINES.

17. PROVIDE ALL SHEETING/SHORING REQUIRED TO PROTECT EXISTING STRUCTURES, PIPES AND FACILITIES.

18. CONTRACTOR SHALL VERIFY LOCATION OF ALL MECHANICAL AND ELECTRICAL ITEMS

BEFORE PLACING ANY STRUCTURAL STEEL OR CONCRETE. ALSO, STRUCTURAL DIMENSIONS AND

OPENINGS CONTROLLED BY ARCHITECTURAL, MECHANICAL, OR ELECTRICAL EQUIPMENT SHALL BE

VERIFIED BY THE CONTRACTOR PRIOR TO CONSTRUCTION.

19. ALL IMPROVEMENTS TO CONFORM WITH FORSYTH COUNTY CONSTRUCTION STANDARDS AND

SPECIFICATIONS, LATEST EDITION.

20. UTILITY PERMIT REQUIRED. CONTACT UTILITY COORDINATOR MANAGER DAMON STANCIL AT 770-781-2165.

21. APPROVAL OF THESE PLANS DOES NOT CONSTITUTE APPROVAL BY FORSYTH COUNTY 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.

22. MAXIMUM CUT SLOPES SHALL BE 2 HORIZONTAL TO 1 VERTICAL. CONTINUOUS FILL SLOPES TEN (10) FEET IN HEIGHT OR LESS MAY BE 2 HORIZONTAL TO 1 VERTICAL. ALL CONTINUOUS FILL SLOPES THAT EXCEED TEN (10) FEET IN HEIGHT MUST BE 3 HORIZONTAL TO 1 VERTICAL UNLESS: (A) A MECHANICALLY ENGINEERED STABILIZED SLOPE IS APPROVED BY THE FORSYTH COUNTY DIRECTOR OF ENGINEERING; OR (B) THE DESIGNED AND CONSTRUCTED SLOPES ARE CERTIFIED BY A REGISTERED ENGINEER EXPERIENCED IN

GEOTECHNICAL ENGINEERING AND LICENSED IN THE STATE OF GEORGIA.

23. APPROVAL OF THESE PLANS BY FORSYTH COUNTY IS SUBJECT TO AND CONTINGENT UPON THE APPLICANT OBTAINING ANY AND ALL NECESSARY APPROVALS FROM ANY AND ALL APPLICABLE AGENCIES INCLUDING BUT NOT LIMITED TO THE UNITED STATES ARMY CORPS OF ENGINEERS, THE UNITED STATES ENVIRONMENTAL PROTECTION AGENCY, AND THE USDA-NRCS, GEORGIA DEPARTMENT OF NATURAL RESOURCES, GEORGIA ENVIRONMENTAL PROTECTION DIVISION, AND THE GEORGIA SOIL AND WATER CONSERVATION COMMISSION.

24. ALL UNDISTURBED BUFFERS SHALL BE IDENTIFIED WITH ORANGE FOUR-FOOT TREE-SAVE FENCING PRIOR TO

ANY LAND DISTURBANCE (UDC SEC. 18-10.1).

25. PER THE APPLICABILITY STANDARDS, STORMWATER MANAGEMENT STANDARDS ARE NOT APPLICABLE TO THIS PROJECT. LESS THAN 5,000 SQUARE FEET OF IMPERVIOUS AREA ADDED. THIS PROJECT IS EXEMPT FROM THE STORMWATER MANAGEMENT STANDARDS PER SECTION 1.5.2 "LAND DISTURBING ACTIVITY THAT CONSISTS SOLELY OF CUTTING A TRENCH FOR UTILITY WORK AND RELATED PAVEMENT REPLACEMENT, WHILE MAINTAINING THE ORIGINAL GRADE."

SHEET

SEQ.

. VE

Plot Date: 4/29/2026 9:24 AM Plot By: CMiller Filename: C:\pw_working\carollo_200000\d0434328\203558_00G01.dwg

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SITE DEVELOPMENT PLANS

, G

Ca ro llo E ng in ee rs

, I nc

Ge or gi a Re gi st er ed

E ng in ee rin g

Fi rm

-0

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GJEPCMM

G-1

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SHEET

NO.

DRAWING

NO. DESCRIPTION

(G) - GENERAL

1 G-0 COVER SHEET

2 G-1 GENERAL NOTES AND DRAWING INDEX

3 G-2 SURVEY NOTES, LEGEND, ABBREVIATIONS AND SYMBOLS

4 C-1 EXISTING LIFT STATION SITE PLAN AND PROPOSED VAULT SITE PLAN

5 C-2 FORCE MAIN PLAN AND PROFILE STA 0+00 TO 10+00

6 C-3 FORCE MAIN PLAN AND PROFILE STA 10+00 TO 20+00

7 C-4 FORCE MAIN AND GRAVITY PLAN AND PROFILE STA 20+00 TO END

8 C-5 CIVIL STANDARD DETAILS I

9 C-6 CIVIL STANDARD DETAILS II

10 C-7 CIVIL STANDARD DETAILS III

11 C-8 CIVIL STANDARD DETAILS IV

12 C-9 CIVIL STANDARD DETAILS V

(ES) - EROSION AND SEDIMENTATION

13 ES-1 EROSION CONTROL & UNIFORM CODE

14 ES-2 EROSION CONTROL NOTES

15 ES-3 EROSION CONTROL & MAPS

16 ES-4 EROSION CONTROL CHECKLIST

17 ES-5 FORCE MAIN STA 0+00 TO STA 20+00

18 ES-6 FORCE MAIN STA 20+00 TO END

19 ES-7 STANDARD DETAILS I

20 ES-8 STANDARD DETAILS II

(E) - ELECTRICAL

21 E-1 LEGEND I

22 E-2 LEGEND II

23 E-3 SITE PLAN

24 E-4 ONE-LINE DIAGRAM & INTERCONNECTION DIAGRAM

(PI) - PROCESS & INSTRUMENTATION

25 PI-1 LEGEND I

26 PI-2 LEGEND II

27 PI-3 EXISTING PROCESS DIAGRAM

28 PI-4 PROCESS DIAGRAM

DRAWING INDEX

D ig ita lly s ig ne d by G in y

Ja co b C on ta ct In fo : C ar ol lo E ng in ee rs

, I nc

D at e:

-0 4'

X X

REVISION DELTA

SCALE

FENCE

CENTER LINE

REMOVE AND/OR ABANDON

EXISTINGNEW

DETAIL REFERENCES HATCH PATTERNS

100'0 50' 200'

(EXIST)

KEY NOTE

EQUIPMENT/DEVICE

TAG AND NUMBER

PIPE TAG

BREAK LINE

N O

30°

NORTH ARROW/PLANT NORTH

SYMBOLS

SURVEY NOTES

MATCH LINE

HIDDEN LINE

MATCH LINE SEE DWG ##X##

ELEVATION TOC XXXX.XX

EXISTING ELEVATION

PIPE BREAK

PLAN VIEW

PIPE BREAK

CROSS SECTION

CONSTRUCTION

FUTURE CONSTRUCTION

PIPE CONTINUATION

(SINGLE LINE)

BRACKET

EQUIPMENT

(E) = EXISTING EQUIPMENT

(F) = FUTURE EQUIPMENT

SIZE FLOW STREAM

(E) = EXISTING FLOW STREAM

(F) = FUTURE FLOW STREAM

LINE WORK

T.O.W. XXXX.X±

PIPE SIZE FLOW STREAM

XXX-XX-XXXX

X" XXX

TREAD PLATE

LANDSCAPING

GRATING

STEEL

ALUMINUM

BRONZE, BRASS,

OR COPPER

BRICK OR BLOCK

AGGREGATE BASE

COURSE (ABC)

BEDROCK

CAST IRON OR

FIBERGLASS

CLSM

CONCRETE

(ALL CLASSES)

DRAIN ROCK

STRUCTURAL FILL

OR BACKFILL

WOOD

SPAN

ASPHALT PAVING

GRAVEL

EXISTING/

UNDISTURBED SOIL

SAND OR GROUT

KEY TAG X

VIEW

DRAWING CUT ORIGINATION

TYPICAL DETAIL #

FILE:

SCALE:

FILE:

SECTION CUT

TYPICAL DETAIL

REFERENCE

EXTERIOR ELEVATION

VIEWS

PHOTO LOCATION

AGRID BUBBLE

ARROW INDICATES

POINT OF VIEW

- = SHOWN ON SAME DRAWING

##X## = SEE INDICATED DRAWING

DRAWING REFERENCE ##X##

DISCIPLINE DESIGNATOR

SEE INDICATED

DRAWING

SHEETS IN

DETAIL

TYPICAL DETAIL NUMBER

TYPICAL DETAIL TITLE

AREA DESIGNATOR

(WHEN APPLICABLE)

DATE CREATED

(REVISED)

PLAN NOT REFERENCED

MODIFICATION NOTE

S = STANDARD

J = JOB SPECIFIC

R = REVISED

N = NOTE TO TYPICAL DETAIL USER

##X##

SHT # OF #MOD

LINE 2

LINE 1

LINE 3

VER DATE

TYP

C/1 ##X##

FILE

SCALE

A FILE

INDICATES LOCATED ON

TYPICAL DETAIL SHEETS

(TYP)

(TYP) - INDICATES THE

TYPICAL DETAIL IS USED IN

MULTIPLE LOCATIONS WITHIN

THE DRAWING

DESCRIPTION

SECTION/DETAIL

PLAN

VIEW DESCRIPTION, AS NECESSARY

SHEET NUMBER

DESCRIPTION

VIEW DESCRIPTION, AS NECESSARY

PLAN/VIEW TITLE

SECTION OR DETAIL

VIEW TITLE W/

REFERENCE

DETAIL OR

ENLARGED PLAN

CALL OUT

ALPHA = SECTION

NUMERIC = DETAIL

ALPHA = ENLARGED PLAN

NUMERIC = DETAIL

TYP

A ##X##

##X##

SEE INDICATED

DRAWING

SEE INDICATED

DRAWING

Know what's below.

Callbefore you dig.

(E)or (F)

GUARDRAIL

SHEET

SEQ.

. VE

Plot Date: 4/29/2026 9:30 AM Plot By: CMiller Filename: C:\pw_working\carollo_200000\d0434328\203558_00G02.dwg

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SITE DEVELOPMENT PLANS

, G

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D, GE

TREE LEGEND

SYMBOL CODE COMMON NAME

BE BEECH

M MAPLE

K OAK

P PINE

PO POPLAR

EXAMPLE

16K = 16 INCH OAK TREE

TRUNK DIAMETER MEASURED AT

BREAST HEIGHT. TREE SYMBOL

SIZE VARIES BASED ON TREE

DIAMETER.

IRON PIN FOUND (DESCRIPTION)

RIGHT OF WAY MONUMENT

BENCHMARK

SANITARY SEWER MANHOLE

CLEAN OUT

STORM DRAIN MANHOLE

GAS VALVE

WATER METER

WATER VALVE

FIRE HYDRANT

IRRIGATION CONTROL VALVE

UTILITY POLE

LIGHT POLE

TRANSFORMER

ELECTRIC METER

TELEPHONE PEDESTAL

COMMUNICATION HANDHOLE

SIGN (SINGLE POST)

MAILBOX

B.O.S. BOTTOM OF STRUCTURE

BW BOTTOM OF WALL

BLDG BUILDING

-C- UNDERGROUND COMMUNICATION LINE

CLF CHAIN LINK FENCE

CMP CORRUGATED METAL PIPE

CONC. CONCRETE

CTP CRIMP TOP PIPE

DB DEED BOOK

DIP DUCTILE IRON PIPE

DIST. DISTURBED

DWCB DOUBLE WING CATCH BASIN

E.N.F. END NOT FOUND

E.N.L. END NOT LOCATED

EP EDGE OF PAVEMENT

EX EXISTING

FES FLARED END SECTION

-FO- FIBER OPTIC

-G- UNDERGROUND GAS LINE

HW HEADWALL

I.I. INVERT IN

I.O. INVERT OUT

I.E. INVERT ELEVATION

JB JUNCTION BOX

LF LINEAR FEET

L.L. LAND LOT

N/F NOW OR FORMERLY

N.T.S. NOT TO SCALE

OCS OUTLET CONTROL STRUCTURE

-OE- OVERHEAD ELECTRIC

PB PLAT BOOK

PG PAGE

P.I.N. PARCEL IDENTIFICATION NUMBER

P/L PROPERTY LINE

PV PLUG VALVE

PVC POLYVINYL CHLORIDE PIPE

RB REBAR

RBC REBAR WITH CAP

RCP REINFORCED CONCRETE PIPE

R/W RIGHT OF WAY

SD STORM DRAIN

-SS- SANITARY SEWER

SSMH SANITARY SEWER MANHOLE

SWCB SINGLE WING CATCH BASIN

-TL- TREE LINE

TW TOP OF WALL

TYP. TYPICAL

-W- UNDERGROUND WATER LINE

-UE- UNDERGROUND ELECTRIC LINE

UNKN UNKNOWN

-UT- UNDERGROUND TELEPHONE LINE

1. HORIZONTAL COORDINATES SHOWN ARE IN U.S. SURVEY FEET, AND ARE BASED UPON THE U.S. STATE PLANE COORDINATE SYSTEM, NORTH AMERICAN DATUM OF 1983, GEORGIA STATE PLANE, WEST ZONE.

2. VERTICAL ELEVATIONS SHOWN ARE IN U.S. SURVEY FEET, AND ARE BASED UPON THE NORTH AMERICAN

VERTICAL DATUM OF 1988.

3. NO EXISTING UNDERGROUND UTILITIES HAVE BEEN LOCATED AND/OR SHOWN ON THIS SURVEY. ONLY

VISIBLE AND APPARENT ABOVE GROUND UTILITY APPURTENANCES ARE SHOWN.

4. THIS SURVEY DOES NOT PROVIDE A DELINEATION OR OPINION CONCERNING THE LOCATION OR

EXISTENCE OF WETLANDS, FAULT LINES, TOXIC OR HAZARDOUS WASTE AREAS, SUBSIDENCE,

SUBSURFACE AND ENVIRONMENTAL CONDITIONS OR GEOLOGICAL ISSUES. NO STATEMENT IS MADE CONCERNING THE SUITABILITY, OF THE SUBJECT TRACT FOR ANY INTENDED USE, PURPOSE OR

DEVELOPMENT.

5. GRAPHICAL DEPICTION OF TOPOGRAPHIC INFORMATION SHOWN ON THIS SURVEY WAS PRODUCED FROM

SURVEY PROVIDED BY LAND ENGINEERING, INC., COMPLETED ON AUGUST 1, 2024.

SURVEY LEGEND ABBREVIATIONS

D ig ita lly s ig ne d by G in y

Ja co b C on ta ct In fo : C ar ol lo E ng in ee rs

, I nc

D at e:

-0 4'

G G

8' C

CONC.

1109.01

UPW OHE1 -X

63581102.16GV UGL1

1102.44EM UEL1

1102.60

LPM UEL

SS->

I.O

.(A ):1

I.I

.(B ):1

8" D

I.O

.(A ):1

I.I

.(B ):1

I.I

.(C ):1

BLDG

' P

7, P G

GRAVEL

G G

8' C

CONC.

1109.01

UPW OHE1 -X

63581102.16GV UGL1

63931102.44EM UEL1

1102.60

LPM UEL

SS->

I.O

.(A ):1

I.I

.(B ):1

8" D

I.O

.(A ):1

I.I

.(B ):1

I.I

.(C ):1

BLDG

' P

7, P G

GRAVEL

0+00

FLOW METER VAULT 2

6" 90° BEND (VERT)

EMERGENCY STUBOUT

WITH 6" PV

FLOW METER

VAULT 1

6"x6" TEE

STA 0+27.47

N 1515747.60 E 2289964.14

X X X X X

X X

6" 45° BEND

STA 0+16.22

N 1515758.85 E 2289963.83

8" PV

N 1515770.08 E 2289954.84

N 1515717.36 E 2289935.32

N 1515760.05 E 2289910.64

N 1515773.64 E 2289968.12

N 1515737.51 E 2289970.18

6" DIP FM

(CL 350)

8" DIP FM

(CL 350)

8"x6" WYE

STA 0+00.00

N 1515770.00 E 2289952.06

N 1515737.66 E 2289960.75

N 1515745.19 E 2289967.88

N 1515774.03 E 2289965.38

N 1515766.50 E 2289958.25

6" 11.25° BEND (VERT)

STA 0+11.11

N 1515762.36 E 2289960.12

6" 11.25° BEND (VERT)

STA 0+03.00

N 1515767.94 E 2289954.23

6" 45° BEND

STA 0+44.73

N 1515730.35 E 2289964.61

6" DIP FM

(CL 350)

FILE:

PLAN

EXISTING LIFT STATION SITE

GENERAL NOTES:

1. ALL EXISTING UTILITIES ARE SHOWN IN APPROXIMATE

LOCATIONS. THE INFORMATION OBTAINED FROM

AVAILABLE RECORD DRAWINGS, SURVEY INFORMATION,

AND GIS DATA. CONTRACTOR SHALL FIELD VERIFY THE

LOCATION, DEPTH, AND CONDITION OF ALL EXISTING

UTILITIES PRIOR TO BEGINNING WORK. ANY

DISCREPANCIES BETWEEN THE PLAN AND ACTUAL SITE

CONDITIONS MUST BE REPORTED TO THE EOR

IMMEDIATELY.

2. THE CONTRACTOR MUST TAKE ALL NECESSARY

PRECAUTIONS TO PROTECT EXISTING UTILITIES DURING

CONSTRUCTION. ANY DAMAGE TO EXISTING UTILITIES

CAUSED BY THE CONTRACTOR’S OPERATIONS MUST BE

REPAIRED AT THE CONTRACTOR’S EXPENSE.

3. SEE SHEET C-2 FOR FORCE MAIN PLAN AND PROFILE.

4. ALL PIPE JOINTS SHALL BE RESTRAINED USING

MECHANICAL JOINTS AND THRUST BLOCKS PER DETAILS

ON SHEETS C-8 AND C-9.

5. CONTRACTOR TO MAINTAIN DRIVABLE ACCESS ALONG

EXISTING ROADS AT ALL TIMES.

6. ALL MEASUREMENTS OF EXISTING TOPOGRAPHY,

STRUCTURES, COORDINATE POINTS, AND UTILITIES ARE

SUBJECT TO VERIFICATION IN THE FIELD BY THE

CONTRACTOR. THE CONTRACTOR SHALL NOTIFY THE

ENGINEER-OF-RECORD (EOR) OF ANY DISCREPANCIES

ON THE DRAWINGS PRIOR TO THE FABRICATION OR

CONSTRUCTION. THE CONTRACTOR WILL BE

RESPONSIBLE FOR ANY ERRORS WHICH MAY HAVE

BEEN AVOIDED BY FIELD VERIFICATION.

7. DO NOT INTERRUPT EXISTING UTILITIES SERVING

OCCUPIED OR USED FACILITIES EXCEPT WHEN

AUTHORIZED BY THE EOR. PROVIDE TEMPORARY

SERVICES DURING INTERRUPTIONS TO EXISTING

UTILITIES AS REQUIRED.

8. CONTRACTOR TO COORDINATE WITH THE ELECTRICAL

UTILITY OWNER. TEMPORARILY BRACE POWER LINE

POLES FOR CONSTRUCTION PER UTILITY

REQUIREMENTS.

9. LIMITED EXISTING PIPING IS SHOWN, CONTRACTOR

SHALL FIELD VERIFY LOCATION OF EXISTING UTILITIES

PRIOR TO BEGINNING WORK.

# KEY NOTES:

1. EXISTING CHAIN LINK FENCE AND SWING GATE TO BE

REMOVED. NO DEMO TO CONCRETE PAD.

CONTRACTOR TO REPAIR ANY DAMAGE TO

CONCRETE ON PAD FROM FENCE POST REMOVAL.

2. EXISTING 8" DIP FM, VALVES AND BYPASS TO BE

REMOVED.

3. THE CONTRACTOR IS REQUIRED TO VERIFY THE

EXACT LOCATION OF THE EXISTING 8" DIP FM TO

CONNECT WITH 8" DIP FM. THE CURRENT LOCATION IS

DERIVED FROM RECORD DRAWINGS, SURVEY

INFORMATION, AND GIS DATA. ANY DISCREPANCIES

MUST BE REPORTED TO THE ENGINEER-OF-RECORD

(EOR).

4. REMOVED EXISTING ASPHALT DRIVEWAY AND

GRAVEL.

5. CONNECT TO THE EXISTING FORCE MAIN AT THE

VERTICAL 45° BEND.

6. SEE SHEET C-6 FOR FLOW METER VAULT DETAIL.

7. CONSTRUCT 5'x24' CONCRETE PAD FOR FUTURE

CHEMICAL STORAGE TANK.

8. FUTURE CHEMICAL STORAGE TANK (10-FT DIA).

9. INSTALL PIPE UTILITY MARKERS PER DETAIL ON

SHEET C-8.

SHEET

SEQ.

. VE

Plot Date: 4/29/2026 8:39 AM Plot By: CMiller Filename: C:\pw_working\carollo_200000\d0434344\203558_00C01.dwg

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if no t o ne in ch o n th is sh ee t, ad ju st sc al e.

SITE DEVELOPMENT PLANS

, G

Ca ro llo E ng in ee rs

, I nc

Ge or gi a Re gi st er ed

E ng in ee rin g

Fi rm

-0

Ex pi re s 6

/3 0/

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20'10'0 5'

SCALE: 1" = 10'

usanorth811.org

FILE:

PLAN

PROPOSED VAULT

EX 8" DIP FM EX 8" DIP SS

EX LIFT STATION

BUILDING

EX LIFT STATION

BUILDING

EX 30' EASEMENT

0' E

EX 20' EASEM

EX 30' EASEMENT

0' E

EX 20' EASEM

GJEPCMM

C-1

14' WIDE

SWING GATE

CHAIN-LINK

FENCE (TYP)

EX CHAIN-LINK

FENCE

TYP

CF160

PROPOSED ±20' OF 8" DIP

(CERAMIC EPOXY) FM

(REPLACE EX 8" DIP FROM

THE HORIZONTAL BEND

AT LIFT STATION TO THE

45° VERTICAL BEND)

PERMANENT EASEMENT

(SEE SHEET C-2)

15'

GUARD

POST

(TYP)

EX 8" DIP FM EX 8" DIP SS

D ig ita lly s ig ne d by G in y

Ja co b C on ta ct In fo : C ar ol lo E ng in ee rs

, I nc

D at e:

-0 4'

-0+50 0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00 10+00

" D

S S

C L

° M

EXISTING GROUND

W M

8" x6

" W

C L

5° B

C L

6" x6

" T

C L

6" P

A 0+

C L

° M

5° B

C L

5° B

C L

+2 3.

(4 ° M

O N

C L

° M

5° B

C L

5° B

T) C

° B

D C

5° B

C L

° B

D (V

C L

° B

D (V

C L

° B

D (V

C L

A= 4+

° B

C L

A= 4+

5°

D C

5° B

C L

5° B

C L

° B

D C

° B

D (V

C L

° B

D (V

C L

° M

C L

° M

0.74%

1.75% 1.74%

0.00%

3.14% 0.25%

2.24%

C O

N C

C H

O R

C O

N C

C H

O R

C O

N C

C H

O R

" D

S S

" D

S S

22.08%

6" DIP FM

(CL 350) (TYP)

° B

D (V

C L

A= 0+

° B

T) C

2.79%

G G G

8' C

CONC.

EL GU

I.E .:1

" R

I.O

.(A ):1

I.I

.(B ):1

FLOOD

FLOODFLOODFLOOD

FLOOD

FLOODFLOODFLOODFLOOD

FLOOD

FLOODFLOOD

FLOOD

FLOODFLOOD

FLOOD

FLOODFLOODFLOODFLOOD

FLOOD

FLOOD FLOOD

FLOOD

FLO

FLOOD

FLOOD FLOOD

FLOOD

FLOOD FLOOD FLOOD

FLOOD

FLO

FLOOD

FLO

FLOOD

FLOOD FLOOD

FLOOD

FLOOD FLOOD FLOOD

FLOOD

FLOOD FLOOD FLOOD

FLO

FLOOD

FLOOD FLOOD FLOOD FLOOD

FLOOD

FLO

FLOOD

A F

M A

A M

K 5/

8" R

. 1

TOP O

F B

ANK

1/ 2"

R B

1/ 2"

R B

24PO

23K

19K

30K

18K

20K 18K

18K

20K

24K

35K

35BE

.10

1122.52

MHSD

1120.34

UPW OHE1 -X

27PO

26PO

27X28PO

25P 1101.69

UPW UTL1 B

27P

26P

1111.98

UPW OHE1 -X

1109.01

UPW OHE1 -X

63581102.16GV UGL1

63931102.44EM UEL1

1102.60

LPM UEL

SS->

I.O

.(A ):1

I.I

.(B ):1

)(B

8" D

8" DIP

L. (A

I.O

.(A ):1

I.I

.(B ):1

I.I

.(C ):1

8" D

8" DIP

I.O

.(A ):1

I.I

.(B ):1

8" DIP

8" D

I.O

.(A ):1

I.I

.(B ):1

I.I

.(C ):1

8" DIP

(A ) (B

I.O

.(A ):1

I.I

.(B ):1

I.I

.(C ):1

8" D

8" DIP

8" D

8" DIP

8" PVC

I.O

.(A ):1

I.I

.(B ):1

I.I

.(C ):1

I.O

.(A ):1

I.I

.(B ):1

) (B

(A ) (B

I.O

.(A ):1

I.I

.(B ):1

POINT OF

WRESTED

VEGETATION

C/ L

CONC.

BLDG

APPROXIMATE L.L.L. PER PB 18, PG 41

APPROXIMATE L.L.L. PER PB 101, PG 188

N/F

CAROLYN L. PELTIER

AND

GORDON J. PELTIER

P.I.N.:106 053

DB 5871, PG 265

LOT 12

PB 18, PG 41

N/F

BULLS EYE MARKSMAN, LLC

P.I.N.:106 402

DB 3630, PG 255

PB 69, PG 212

N/F

KENTMERE PROPERTY

OWNERS ASSOCIATION, INC.

P.I.N.:083 062

DB 2053, PG 535

N/F

CAROLYN L. PELTIER

AND

GORDON J. PELTIER

P.I.N.:106 798

LOT 13

PB 18, PG 41

N/F

KENTMERE PROPERTY

OWNERS ASSOCIATION, INC.

P.I.N.:083 062

DB 2053, PG 535

1141.49

IPF-4RB

1109.41

IPF-4RB

' S

APPARENT 20' SSE

P/L

P/ L

P/L

20' SSE PER PB 67, PG 1

20' SSE PER PB 4112, PG 302

2, P G

' S

, P G

20' SSE PER PB 67, PG 1

20' SSE PER PB 67, PG 120' SSE PER PB 67, PG 1

' A

7, P

' P

7, P G

1 GRAVEL

' D

.E . P

, P G

' D

.E . P

, P G

' D

.E . P

, P G

1AS

WWWWWWWWW

30'

20'

6" 22.50° BEND

STA 4+84.15

N 1515352.38 E 2289914.63

0+00

1+00 2+00

3+00

4+00

5+00 6+00

7+00

8+00

9+00

10+00

X X

6" 11.25° BEND

STA 10+24.81

N 1514874.37 E 2290148.30

6" 45° BEND

STA 4+88.92

N 1515347.68 E 2289913.87

6" 11.25° BEND (VERT)

STA 4+56.39

N 1515376.63 E 2289928.16

6" 11.25° BEND (VERT)

STA 4+73.83

N 1515361.39 E 2289919.66

6" 22.50° BEND (VERT)

STA 6+55.25

N 1515204.86 E 2289983.32

6" 22.50° BEND (VERT)

STA 7+11.84

N 1515152.77 E 2290005.44

8"x6" WYE

STA 0+00.00

N 1515770.00 E 2289952.06

6"x6" TEE

STA 0+27.47

N 1515747.60 E 2289964.14

6" 45° BEND

STA 0+16.22

N 1515758.85 E 2289963.83

6" 45° BEND

STA 0+87.97

N 1515700.62 E 2289996.00

6" 45° BEND

STA 3+09.75

N 1515479.86 E 2290017.22

6" 45° BEND

STA 3+20.52

N 1515471.55 E 2290010.37

6" 11.25° BEND

STA 3+46.88

N 1515469.03 E 2289984.13

6" 45° BEND

STA 5+66.21

N 1515278.71 E 2289933.67

6" 11.25° BEND

STA 6+52.50

N 1515207.39 E 2289982.24

6" 45° BEND

STA 0+44.73

N 1515730.35 E 2289964.61

6" 45° BEND (VERT)

STA 3+31.61

N 1515470.49 E 2289999.33

6" 45° BEND

STA 3+52.38

N 1515467.44 E 2289978.87

6" 11.25° BEND (VERT)

STA 3+74.31

N 1515448.29 E 2289968.17

6" FLOW METER

STA 0+33.21

N 1515741.86 E 2289964.30

CARV

STA 3+00.00

N 1515489.56 E 2290016.29

6" 45° BEND

STA 5+34.99

N 1515309.38 E 2289939.48

6" 11.25° BEND (VERT)

STA 0+11.11

N 1515762.36 E 2289960.12

6" 11.25° BEND (VERT)

STA 0+03.00

N 1515767.94 E 2289954.23

6" DIP FM (CL 350)

STA 7+42.98

Δ 2.23° LT

N 1515124.43 E 2290018.32

STA 7+22.99

Δ 2.23° LT

N 1515142.51 E 2290009.80

SHEET

SEQ.

. VE

Plot Date: 4/30/2026 7:28 AM Plot By: CMiller Filename: C:\pw_working\carollo_200000\d0434344\203558_00C02.dwg

.d w g

La st

S av ed : 4

/2 9/

A d By

: C M ill er

Fi le na m e:

:\p w

_w or ki ng

\c ar ol lo

0\ d0

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R el : 2

(L M

S Te ch

Ba r S ca le is o ne in ch o n or ig in al d ra w in g.

if no t o ne in ch o n th is sh ee t, ad ju st sc al e.

SITE DEVELOPMENT PLANS

, G

Ca ro llo E ng in ee rs

, I nc

Ge or gi a Re gi st er ed

E ng in ee rin g

Fi rm

-0

Ex pi re s 6

/3 0/

In te rs ta te N or th

P ar kw ay

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At la nt a, G

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W eb w w w .fr ee se

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80'40'0 20'

SCALE: 1" = 40' (HORIZ)

20'10'0 5'

SCALE: 1" = 10' (VERT)

usanorth811.org

GJEPCMM

C-2

T O

18"

(MIN)

FILE:

PLAN

PROFILE

C H

C O

N U

N S

-3

STREAM CROSSING

(MIN)

SEE SHEET C-1

FOR MORE DETAIL

35 LF OF 12" STEEL

CASING PIPE

(0.375" MIN WT)

40 LF OF 12" STEEL

CASING PIPE

(0.375" MIN WT)

10'

(MIN)

10'

(MIN)

CONCRETE

ANCHOR

(TYP 3)

C-5

42' PERMANENT

EASEMENT

12' PERMANENT

EASEMENT

10' PERMANENT

EASEMENT

# KEY NOTES:

1. STREAM CROSSING TO BE OPEN CUT PER

DETAIL 16/C-7.

2. CONTRACTOR TO RESTORE RIPRAP TO

EXISTING SIZE OF MATERIAL AND DEPTH.

3. ALL PIPE JOINTS SHALL BE RESTRAINED USING

MECHANICAL JOINTS AND THRUST BLOCKS

PER DETAILS ON SHEETS C-8 AND C-9.

4. INSTALL PIPE UTILITY MARKERS PER DETAIL

ON SHEET C-8.

5. CONTRACTOR SHALL FIELD VERIFY THE

LOCATION, DEPTH, AND CONDITION OF ALL

EXISTING UTILITIES PRIOR TO BEGINNING

WORK. ANY DISCREPANCIES BETWEEN THE

PLAN AND ACTUAL SITE CONDITIONS MUST BE

REPORTED TO THE EOR IMMEDIATELY.

6. STREAM BUFFER VARIANCE REQUIRED PER

GEORGIA ENVIRONMENTAL PROTECTION

DIVISION FOR ENCROACHMENT OF 25-FOOT

STREAM BUFFER.

7. UTILITY PERMIT REQUIRED. CONTACT UTILITY

COORDINATOR MANAGER DAMON STANCIL AT

(770) 781-2165.

18"

(MIN)

18"

(MIN)

4 (TYP)

C-7

MANHOLE VENT

ASSEMBLY

W/ODOR CONTROL

C-8

POINT OF WRESTED

VEGETATION BOUNDARY

25' STREAM BUFFER

ENCROACHMENT EXTENTS

25' STREAM BUFFER

ENCROACHMENT EXTENTS

' S

TREAM BUFFER

POINT OF WRESTED

VEGETATION BOUNDARY

D ig ita lly s ig ne d by G in y

Ja co b C on ta ct In fo : C ar ol lo E ng in ee rs

, I nc

D at e:

-0 4'

10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00

EXISTING GROUND

5° B

C L

4" S

D C

M P

8" S

D R

C P

" D

V U

4" S

V U

" D

V U

8" S

D R

C P

V U

8" S

D R

C P

6.24% 2.74% 0.13%

° B

D C

° B

D C

° B

D C

5° B

C L

5° B

C L

° M

(4 ° M

O N

(4 ° M

O N

° B

D C

U N

" P

S S

(4 ° M

O N

(4 ° M

O N

8.47% 3.06%

0.20%

" D

S S

" D

S S

° B

D C

(4 ° M

O N

° B

D C

° B

D C

4.21%

° B

D C

6" DIP FM

(CL 350) (TYP)

° B

D C

(4 ° M

O N

2.24%

FO FO FO

FO FO FO FO FO

FO FO

FO FO FO FO FO FO FO FO FO FO

FO FO

FOFO

FOFOFO

G G

G G G G G G G G G G G G G G G G G

GGGGGG

G G

UE UE

UE UE UE UE UE UE

UE UE UE

UE UE UE UE UE UE UE UE UE UE

UE UE UE UE UE UE UE UE UE UE UE UE

UE UE UE UE UE

UE H

1161.41

HHC

1161.41

TPED -X

1161.28

TPED -X

1161.14

1161.16

1160.96

ICV

1160.43

MB-2860

1161.13

HHC

1161.60

LPM -X 5231

1161.40

COSS

1160.37

MB - 2865

1159.79

COSS

1158.94

12M

1158.86

HHC

1158.64

TPED -X

1158.61

TPED -X

1158.18

1158.57

MHSD

1158.16

MB - 2870

1158.47

COSS

1158.43

MHSD

1156.92

1156.69

1156.59

ICV

1157.06

HHC

1153.30

TPED -X

1154.21

TPED -X

1154.60

TPED -X

1155.65

MB - 2880

1157.10

COSS

10M

1156.41

HHC

1151.10

MHSD

1153.94

HHC

1154.12

COSS

1153.90

TPED -X

1153.66

1153.53

1155.59

COSS

1154.57

HHC

1152.84

MB - 2890

1151.39

1151.76

1152.05

HHC

1152.42

LPM - X

1152.18

TPED5409

1151.94

TPED

1149.07

MHSD

1152.27

MB - 2895

-X

1152.24

COSS

1150.55

MB - 2910

1148.31

1149.11

TPED

1149.09

MHSD

1150.00

COSS

1148.80

TPED

1148.64

TPEDH

1148.68

HHC

1148.51

1148.52

1148.46

ICV

1148.06

MB - 2925

55181147.33MB - 2920

1146.28

MB - 2935

1146.57

HHC

1147.26

COSS

1144.77

MHSD

1145.95

LPM

1145.63

SPS

1145.77

COSS

1144.75

1144.63

1145.59

HHC

1145.46

TPED

56451144.29MB - 3015

1144.48

COSS

1145.10

MHSD

1142.45

MHSD

-X

1143.83

EM -X

1143.22

MB - 3025

1142.48

HHC

1142.46

TPED -X

1142.21

ICV

1143.25

COSS

1142.50

1142.65

HHC

1142.63

TPED -X

1142.68

TPED -X

1142.24

1142.03

MB - 3035

1142.17

COSS

1142.49

LPM -X

1142.58

MHSD

1142.74 M

B - 3040

1140.99

MHSD

1140.83

MHSD

WHITFIELD AVENUE

(50' R/W PER PB 101, PG 188)

E (5

0' R

/W P

1, P

CARRICK ROAD

(50' R/W PER

PB 101, PG 188)

' D

1/ 2"

R B

1/ 2"

R B

1/ 2"

R B

1/ 2"

R B

1/ 2"

R B

1/ 2"

R B

1/ 2"

R B

1/ 2"

R B

1/ 2"

.CO

ASPHALT

I.O .(A

I.I

.(B

I.I .(C

I.I

.(D

" C

48" CMP

6" P

I.O .(A

I.I

.(B

I.I .(C

I.I

.(D

48" CMP

I.O .(A

I.I

.(B

I.O .:1

" R

(A ) (B

42" CMP

I.O .(A

I.I

.(B

I.I .(C

JB TO

I.O .(A

I.I

.(B )1

) (B

" C

M P

30"

CMP

JB TO

I.O .(A

I.I

.(B )1

I.I

.(C

I.O .(A

I.I

.(B

I.I .(C

" C

M P

18" CMP

" C

M P

18"RCP

L.SW

I.O .(A

I.I

.(B

I.O .(A

I.I

.(B

" C

M P

I.O .(A

I.I

.(B

APPROXIMATE L.L.L. PER PB 101, PG 188

18" HDPE

I.E .:1

P JB

I.O .(A

I.I

.(B

I.E

.:1

IL24

" C

. 1

TOP OF BANK

1/ 2"

R B

1134.13

MHSD

59021126.58HW

27K2K

24PO23K

19K

60171123.96HW

SS->SS->SS->SS->SS->SS->SS->SS->

SS->

SS->SS->

SS->

W W

WW WWWWWW

W W

W W W W W W

W W

W W W

W W

W W W W W W W W

8" PVC

8" DIP

8" D

8" DIP

8" D

8" PVC

(A ) (B

I.O

.(A

I.I .(B

(A ) (B

I.O

.(A

I.I .(B

I.O

.(A

I.I .(B

I.I

.(C

I.O

.(A

I.I .(B

I.I

.(C

C8" P

I.O

.(A

I.I .(B

I.O

.(A

I.I .(B

I.I

.(C

(A ) (B

I.O

.(A

I.I .(B

8" PVC

8" DIP

6' WOODEN FENCE

6' W

I.E

.:1

H C/

RIP

APPROXIMATE L.L.L. PER PB 18, PG 41

, P G

1/ 2"

R B

G G

N/F

CAROLYN L. PELTIER

AND

GORDON J. PELTIER

P.I.N.:106 053

DB 5871, PG 265

LOT 12

PB 18, PG 41

N/F

WHITFIELD

PROPERTY OWNERS

ASSOCIATION, INC.

P.I.N.:106 628

DB 5373, PG 572

PB 101, PG 188 N/F

WHITFIELD SUBDIVISION

PB 101, PG 188

N/F

WHITFIELD SUBDIVISION

PB 101, PG 188

N/F

WHITFIELD SUBDIVISION

PB 101, PG 188

N/F

WHITFIELD SUBDIVISION

PB 101, PG 188

N/F

WHITFIELD SUBDIVISION

PB 101, PG 188

234567

4948474645

43424140

1158.95

IPF-4RB

1156.24

IPF-4RB

1152.61

IPF-4RB

1154.88

IPF-4RBD

1145.63

IPF-4RB

1144.40

IPF-4RB

1142.22

IPF-4RB

1154.08

IPF-4CTP

1143.74

IPF-4RB

1147.52

IPF-4RB

1145.91

IPF-4RB

1139.61

IPF-1IN BAR

20' SSE PER PB 101, PG 188

P/L

P/ L

LP/

P/L

LP/

P/LP/LP/L

P/L

P/ L

P/L

P/ L

P/L

P/ L

P/L

P/ L

P/L

P/ L

P/L P/L

R/ W R/ W

R /W

R/W

R/ W

R/W

D.E. PER PB 101, PG 188

D.E. PE

R PB

1, P

G 18

I.O

.(A

I.I .(B

" C

M P

20' SSE PER PB 4112, PG 302

6" 45° BEND

STA 13+20.80

N 1514592.00 E 2290236.63

10+00

11+00

12+00

13+00

14+00 15+00 16+00

+00 18+00 19+00 20+00

6" 22.50° BEND

STA 13+44.84

N 1514571.30 E 2290224.39

6" 22.50° BEND

STA 15+86.82

N 1514330.78 E 2290234.86

6" 11.25° BEND

STA 15+59.10

N 1514358.49 E 2290235.47

6" 11.25° BEND

STA 16+44.25

N 1514280.51 E 2290207.64

6" 45° BEND

STA 16+94.22

N 1514231.15 E 2290202.36

6" 45° BEND

STA 17+09.11

N 1514220.71 E 2290212.97

6" DIP FM (CL 350)

6" 11.25° BEND

STA 10+24.81

N 1514874.37 E 2290148.30

6" 11.25° BEND

STA 16+69.02

N 1514256.36 E 2290202.14

6" 11.25° BEND

STA 16+16.85

N 1514305.54 E 2290218.80

6" 11.25° BEND

STA 15+94.21

N 1514324.02 E 2290231.88

6" 11.25° BEND

STA 14+78.32

N 1514438.01 E 2290221.25

STA 11+34.09

Δ 2.92° LT

N 1514769.32 E 2290178.43

STA 12+87.36

Δ 2.98° RT

N 1514624.33 E 2290228.12

STA 13+07.33

Δ 2.98° RT

N 1514605.12 E 2290233.60

STA 13+57.90

Δ 4.21° LT

N 1514558.38 E 2290222.50

STA 13+77.85

Δ 4.19° LT

N 1514538.48 E 2290221.08

6" DIP FM (CL 350)

SHEET

SEQ.

. VE

Plot Date: 4/29/2026 10:10 AM Plot By: CMiller Filename: C:\pw_working\carollo_200000\d0434344\203558_00C03.dwg

.d w g

La st

S av ed : 4

/2 9/

:4 d

By : C

M ill er Fi le na m e:

C :\p w _w or ki ng \c ar ol lo _2

0\ d0

C0 3.

dw g

R el

: 2 4.

3s (L

M S

Te ch

Ba r S ca le is o ne in ch o n or ig in al d ra w in g.

if no t o ne in ch o n th is sh ee t, ad ju st sc al e.

SITE DEVELOPMENT PLANS

, G

Ca ro llo E ng in ee rs

, I nc

Ge or gi a Re gi st er ed

E ng in ee rin g

Fi rm

-0

Ex pi re s 6

/3 0/

In te rs ta te N or th

P ar kw ay

Su ite

At la nt a, G

Ph on e

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W eb w w w .fr ee se

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0% F

80'40'0 20'

SCALE: 1" = 40' (HORIZ)

20'10'0 5'

SCALE: 1" = 10' (VERT)

C H

C O

N U

N S

-4

O N

C-usanorth811.org

GJEPCMM

C-3

10'

(MIN)

3.5'

18"

(MIN)

2.8'

3.1'

18"

(MIN)

18"

(MIN)4'

(MIN)

10' PERMANENT

EASEMENT

18"

(MIN)

MILL AND

OVERLAY LIMITS

OF PAVING

MILL AND

OVERLAY LIMITS

OF PAVING

PROTECT EX 6'

WOODEN FENCE

REPLACE

WOODEN 10'

SWING GATE

# KEY NOTES:

1. ALL PIPE JOINTS SHALL BE RESTRAINED

USING MECHANICAL JOINTS AND THRUST

BLOCKS PER DETAILS ON SHEETS C-8 AND C-9.

2. INSTALL PIPE UTILITY MARKERS PER DETAIL

ON SHEET C-8.

3. CONTRACTOR SHALL FIELD VERIFY THE

LOCATION, DEPTH, AND CONDITION OF ALL

EXISTING UTILITIES PRIOR TO BEGINNING

WORK. ANY DISCREPANCIES BETWEEN THE

PLAN AND ACTUAL SITE CONDITIONS MUST BE

REPORTED TO THE EOR IMMEDIATELY.

4. UTILITY PERMIT REQUIRED. CONTACT UTILITY

COORDINATOR MANAGER DAMON STANCIL AT

(770) 781-2165.

5. FORCE MAIN PIPE MUST BE INSTALLED IN

POLYETHYLENE ENCASEMENT WITHIN THE

FLOWABLE FILL EXTENTS.

18"

(MIN)

2 (TYP)

18"

(MIN)

C-6

210 LF OF FLOWABLE FILL ENCASEMENT

SAND FILTER

DIAPHRAM

C-8

SAND FILTER

DIAPHRAM

C-8

FLOWABLE FILL

ENCASEMENT

C-8

25' STREAM BUFFER

D ig ita lly s ig ne d by G in y

Ja co b C on ta ct In fo : C ar ol lo E ng in ee rs

, I nc

D at e:

-0 4'

20+00 21+00 22+00 23+00 24+00 25+00 26+00

EXISTING GROUND

42.0 LF

8" PVC SS (C900) @ 3.45%

V U

U N

V U

4" S

D R

C P

4" S

D R

C P

(B O

D O

W N

" N

O U

" S

(B O

D O

W N

" N

O U

" S E)

" E

" N W

O U

" S W

" N E)

O U

" W

180.4 LF EX 8" SS @ 1.88%

218.9 LF 8" PVC SS (C900) @ 5.80%

FLOWABLE FILL

° B

D C

° B

D C

0.13%

6" DIP FM

(CL 350)

G G G G G G G G G G G G G G G G G G G

G G

UE UE UE UE UE UE UE UE UE UE UE

UE UE

.80

12M 12M

12M

1151.92

LPM

1157.71

SPS

12M

50931161.00SPS

1160.77

FH -X

1161.79

1161.72

1162.54

HHC

1162.48

SPS

1162.25

ICV

1162.23

TPED -X

1162.01

TPED -XH

1162.11

HHC

1162.03

1162.12

1162.42

MB -2850

51551162.35MB -2845

1161.71

MB-2855

1161.73

COSS

1158.75

ICV

1161.41

HHC

1161.41

TPED -X

1161.28

TPED -X

1161.14

1161.16

1160.96

ICV

1160.43

MB-2860

1161.13

HHC

1161.60

LPM -X

1161.40

COSS

1160.37

MB - 2865

WHITFIELD AVENUE

(50' R/W PER PB 101, PG 188)

4' WOODEN FENCE

1/ 2"

R B

ASPHALT ASPHALT

24"

RCP 24"

RCP

SS->

W W

W W W W W W W W W W W W W W W W

W W

I.O

.(A ):1

I.I

.(B ):1

I.O

.(A ):1

I.I

.(B ):1

I.O

.(A ):1

I.I

.(B ):1

8" D

1/ 2"

R B

I.O

.(A ):1

I.I

.(B ):1

HW I.E

.:1

I.E

.:1

4' W

I.E .:1

I.E

.:1

N/ F

A, L

I.N .:1

1, P

N/F

WHITFIELD

PROPERTY OWNERS

ASSOCIATION, INC.

P.I.N.:106 628

DB 5373, PG 572

PB 101, PG 188

N/F

FATEMEH ASSARI

P.I.N.:106 074

DB 3349, PG 527

PB 7, PG 6

N/F

WHITFIELD SUBDIVISION

PB 101, PG 188

51 N/F

WHITFIELD

PROPERTY OWNERS

ASSOCIATION, INC.

P.I.N.:106 628

DB 5373, PG 572

PB 101, PG 188

1162.71

IPF-4RBD

1170.44

IPF-4OPT

' S

, P

20' D.E.

1, PG

' D

.E.

1, PG

P/L

P/ L

P/ L P/L

P/ L

P/L

P/LP/

P/ L

P/L

R /W

R /W R/W

R/W

20'

SSMH 1 (BOLTED DOWN LID)

STA 21+28.04

N 1513806.99 E 2290247.60

SSMH 2 (BOLTED DOWN LID)

STA 23+46.98

N 1513598.02 E 2290312.93

EX SSMH 1

STA 23+88.98

N 1513568.03 E 2290342.34

8" PVC SS (C900)

20+00 21+00 22+00 23+00

24+00

25+00

25+69.38

6" 11.25° BEND

STA 20+35.52

N 1513894.34 E 2290217.85

6" 11.25° BEND

STA 20+55.21

N 1513875.00 E 2290221.57

6" DIP FM (CL 350)

SHEET

SEQ.

. VE

Plot Date: 4/29/2026 10:24 AM Plot By: CMiller Filename: C:\pw_working\carollo_200000\d0434344\203558_00C04.dwg

.d w g

La st

S av ed : 6

/2 7/

d By

: C M ill er

Fi le na m e:

:\p w

_w or ki ng

\c ar ol lo

0\ d0

dw g

R el : 2

(L M

S Te ch

Ba r S ca le is o ne in ch o n or ig in al d ra w in g.

if no t o ne in ch o n th is sh ee t, ad ju st sc al e.

SITE DEVELOPMENT PLANS

, G

Ca ro llo E ng in ee rs

, I nc

Ge or gi a Re gi st er ed

E ng in ee rin g

Fi rm

-0

Ex pi re s 6

/3 0/

In te rs ta te N or th

P ar kw ay

Su ite

At la nt a, G

Ph on e

-4

W eb w w w .fr ee se

.c om

0% F

80'40'0 20'

SCALE: 1" = 40' (HORIZ)

20'10'0 5'

SCALE: 1" = 10' (VERT)

C H

C O

N U

N S

-3 usanorth811.org

GJEPCMM

C-4

E M

5.5'

MILL AND OVERLAY

LIMITS OF PAVING

2'-6"

INSTALL MANHOLE

VENT ASSEMBLY

W/ODOR CONTROL

C-8

# KEY NOTES:

1. SEE DETAIL 14 FOR FORCE MAIN TO GRAVITY

SEWER TRANSITION AND DETAIL CS110 POLYMER

CONCRETE MANHOLE.

2. SEE DETAIL CS110 POLYMER CONCRETE MANHOLE.

3. LIMITS OF FLOWABLE FILL IN PLAN IS THE WIDTH

OF THE TRENCH.

4. ALL PIPE JOINTS SHALL BE RESTRAINED USING

MECHANICAL JOINTS AND THRUST BLOCKS PER

DETAILS ON SHEET C-8 AND C-9.

5. CONTRACTOR SHALL FIELD VERIFY THE LOCATION,

DEPTH, AND CONDITION OF ALL EXISTING UTILITIES

PRIOR TO BEGINNING WORK. ANY DISCREPANCIES

BETWEEN THE PLAN AND ACTUAL SITE

CONDITIONS MUST BE REPORTED TO THE EOR

IMMEDIATELY.

6. CONNECTION TO EXISTING MANHOLE SHALL BE

PERFORMED ONLY BY MEANS OF CORE DRILLING,

IN ACCORDANCE WITH MANUFACTURER'S

RECOMMENDATIONS FOR INSTALLING A NEOPRENE

BOOT, LINK SEAL, OR EQUAL. FLEXIBLE

CONNECTORS SHALL CONFORM TO ASTM C923,

LATEST REVISION.

7. UTILITY PERMIT REQUIRED. CONTACT UTILITY

COORDINATOR MANAGER DAMON STANCIL AT (770)

781-2165.

C-6

176.43°

152.92°

D ig ita lly s ig ne d by G in y

Ja co b C on ta ct In fo : C ar ol lo E ng in ee rs

, I nc

D at e:

-0 4'

MAXIMUM TRENCH DEPTHS, D.I.P.

FORSYTH COUNTY DEPARTMENT OF WATER AND SEWER

DETAIL TITLE:

DRAWN BY:

DATE:

SCALE: N.T.S.

SEPT. 12, 2005

34.0

DETAIL NO. BEDDING FOR DUCTILE IRON PIPE

FORSYTH COUNTY DEPARTMENT OF WATER AND SEWER

DETAIL TITLE:

DRAWN BY:

DATE:

SCALE: N.T.S.

SEPT. 12, 2005

33.0

DETAIL NO.

SHEET

SEQ.

. VE

Plot Date: 4/29/2026 10:29 AM Plot By: CMiller Filename: C:\pw_working\carollo_200000\d0434344\203558_00C05.dwg

.d w g

La st

S av ed : 6

/2 7/

d By

: C M ill er

Fi le na m e:

:\p w

_w or ki ng

\c ar ol lo

0\ d0

dw g

R el : 2

(L M

S Te ch

Ba r S ca le is o ne in ch o n or ig in al d ra w in g.

if no t o ne in ch o n th is sh ee t, ad ju st sc al e.

SITE DEVELOPMENT PLANS

, G

Ca ro llo E ng in ee rs

, I nc

Ge or gi a Re gi st er ed

E ng in ee rin g

Fi rm

-0

Ex pi re s 6

/3 0/

In te rs ta te N or th

P ar kw ay

Su ite

At la nt a, G

Ph on e

-4

W eb w w w .fr ee se

.c om

0% F

GJEPBDM

C-5

L S

S I

SCALE:

DETAIL1

- NO SCALE SCALE:

DETAIL2

- NO SCALE SCALE:

DETAIL3

- NO SCALE

SCALE:

DETAIL5

- NO SCALE

6" WALL ANCHOR

THRUST RESTRAINT

NOTES:

1. f'c = 4000 PSI @ 28 DAYS.

2. ALL REINFORCING STEEL TO BE ASTM A-615 GRADE 60.

3. CARRY ALL BEARING SURFACES TO FIRM SUBGRADE. PLACE

CONCRETE ANCHOR AGAINST DOWNGRADE SIDE OF BELL.

6-#5 BARS

4-#5 STIRRUPS

@ 10" C/C/ MAX

40'

"A"

MINIMUM

9" 9"

"B"

MINIMUM

PIPE

DIAMETER

PIPE

SLOPE

MAXIMUM

SPACING

≤ 12"

SLOPE

VARIES

20% TO 35%

20' 18" 18"35% TO 49%

40' 12" 12"

14" TO 24"

20% TO 35%

20' 24" 24"35% TO 49%

2'-0"

1- 0"

(MIN)

1- 0"

TRENCH

WIDTHFINISH

GRADEA

B (MIN)B (MIN)

A (M

EQUAL EQUAL

3" C

3" CLEAR (TYP)

4-#5 STIRRUPS

@ 10" C/C/ MAX

(2 TOP, 2 BOT)

TYPICAL OF 4

BOTTOM

OF TRENCH

SCALE:

DETAIL6

- NO SCALE

CONCRETE ANCHOR

A SECTION

SCALE:

DETAIL4

- NO SCALE

LOCATING WIRE

(SEE NOTE 4)

LOCATING WIRE

(SEE NOTE 4)

WARNING TAPE

(SEE NOTE 5)

WARNING TAPE

(SEE NOTE 5)

D ig ita lly s ig ne d by G in y

Ja co b C on ta ct In fo : C ar ol lo E ng in ee rs

, I nc

D at e:

-0 4'

SCALE:

DATE:

DRAWN BY:

VALVE BOX

FORSYTH COUNTY DEPARTMENT OF WATER AND SEWER

DETAIL TITLE:

N.T.S.

SEPT. 12, 2005

13.0

DETAIL NO.

SECTION

NOTES:

PAVEMENT TABLE

SHEET

SEQ.

. VE

Plot Date: 4/29/2026 10:30 AM Plot By: CMiller Filename: C:\pw_working\carollo_200000\d0434344\203558_00C06.dwg

.d w g

La st

S av ed : 6

/2 7/

d By

: C M ill er

Fi le na m e:

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_w or ki ng

\c ar ol lo

0\ d0

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R el : 2

(L M

S Te ch

Ba r S ca le is o ne in ch o n or ig in al d ra w in g.

if no t o ne in ch o n th is sh ee t, ad ju st sc al e.

SITE DEVELOPMENT PLANS

, G

Ca ro llo E ng in ee rs

, I nc

Ge or gi a Re gi st er ed

E ng in ee rin g

Fi rm

-0

Ex pi re s 6

/3 0/

In te rs ta te N or th

P ar kw ay

Su ite

At la nt a, G

Ph on e

-4

W eb w w w .fr ee se

.c om

0% F

GJEPCMM

C-6

L S

SCALE:

DETAIL10

- NO SCALE

SCALE:

DETAIL8

- NO SCALE SCALE:

DETAIL9

- NO SCALE

FLOW METER VAULT

6'-0"

6' -0

12"

(MIN)

12"

(MIN)

6" OR 8" RESTRAINED

DISMANTLING JOINT

(TYP)

6" OR 8" MAG METER

2'-0"

(TYP)

3'-6"x3'-6" AL HATCH

(ABOVE)

3'-6"x3'-6" AL HATCH

2' -6

2'-0"

(TYP)

PRECAST

CONC VAULT

MH RUNG

6" OR 8" MAG METER

6" OR 8" RESTRAINED

DISMANTLING JOINT

(TYP)

PRECAST

CONC VAULT

WATERSTOP

GASKET BY PIPE

MFR (TYP)

6" OR 8" FM

6" OR 8" FM6" OR

8" FM

12"

(MIN)

PLAN

A SECTION

FINISHED

GRADE

6" 3'

-0

MH RUNG

NOTES:

1. PROVIDE UPSTREAM AND DOWNSTREAM STRAIGHT

PIPE RUNS AS REQUIRED BY THE METER SUPPLIER.

2. PROVIDE 18" CLEARANCE FROM CENTERLINE OF

PIPE TO FLOOR AND 12" MINIMUM CLEARANCE

BETWEEN FLANGES AND VAULT SIDEWALLS.

3. MAG FLOW METER. FURNISH AND INSTALL 1"C

EMPTY FROM MAG FLOW METER LOCATION TO MAG

METER PIT FOR SENSOR WIRE. VERIFY EXACT

LOCATION PRIOR TO ANY ROUGHING. INSTALL WIRE

FROM SENSOR TO TRANSMITTER AS REQUIRED.

SECTION

PAVEMENT TABLE

SCALE:

DETAIL11

- NO SCALE

LONGITUDINAL ROADWAY CUT FINAL BACKFILL

SCALE:

DETAIL12

- NO SCALE

MILLING AND OVERLAY

12"x12"x12" SUMP PIT

W/ GRATE

1% SLOPE

12"x12"x12" SUMP PIT W/ GRATE

(NOT IN SECTION SHOWN FOR CLARITY)

12"

(MIN) TYP

MP035

3' M

U M

2' X 2'

TOP OF GRADE

RE: CIVIL SHEETS

ACTUATOR (NOTE 1)

T316 SS NECK

EXTENSION (MIN DIAMETER

TO BE SIZED BY MFR)

3000 PSI CONCRETE (CLASS B)

VALVE ACTUATOR PAD

NOTE: REFER TO THE ELECTRICAL SHEETS FOR POWER REQUIREMENTS

#4 REBAR EACH

SIDE

SCALE:

DETAIL7

- NO SCALE

ACTUATOR AND VALVE PAD

D ig ita lly s ig ne d by G in y

Ja co b C on ta ct In fo : C ar ol lo E ng in ee rs

, I nc

D at e:

-0 4'

FORCEMAIN CONNECTION

DETAIL TITLE:

DRAWN BY:

DATE:

SCALE: N.T.S.

SEPT. 12, 2005

45.0

DETAIL NO.

TRAFFIC FRAME AND COVER

FORSYTH COUNTY DEPARTMENT OF WATER AND SEWER

DETAIL TITLE:

DRAWN BY:

DATE:

SCALE: N.T.S.

SEPT. 12, 2005

46.0

DETAIL NO.

AIR/VACUUM RELEASE VALVE

FORSYTH COUNTY DEPARTMENT OF WATER AND SEWER

DETAIL TITLE:

DRAWN BY:

DATE:

SCALE: N.T.S.

SEPT. 12, 2005

20.0

DETAIL NO.

FOR 2" AND SMALLER

SHEET

SEQ.

. VE

Plot Date: 4/29/2026 10:31 AM Plot By: CMiller Filename: C:\pw_working\carollo_200000\d0434344\203558_00C07.dwg

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: C M ill er

Fi le na m e:

:\p w

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\c ar ol lo

0\ d0

dw g

R el : 2

(L M

S Te ch

Ba r S ca le is o ne in ch o n or ig in al d ra w in g.

if no t o ne in ch o n th is sh ee t, ad ju st sc al e.

SITE DEVELOPMENT PLANS

, G

Ca ro llo E ng in ee rs

, I nc

Ge or gi a Re gi st er ed

E ng in ee rin g

Fi rm

-0

Ex pi re s 6

/3 0/

In te rs ta te N or th

P ar kw ay

Su ite

At la nt a, G

Ph on e

-4

W eb w w w .fr ee se

.c om

0% F

GJEPCMM

C-7

L S

III

SCALE:

DETAIL13

- NO SCALE SCALE:

DETAIL14

- NO SCALE SCALE:

DETAIL15

- NO SCALE

SCALE:

DETAIL16

- NO SCALE

3' -0

D ig ita lly s ig ne d by G in y

Ja co b C on ta ct In fo : C ar ol lo E ng in ee rs

, I nc

D at e:

-0 4'

MANHOLE VENT ASSEMBLY

DETAIL TITLE:

DRAWN BY:

DATE:

SCALE: N.T.S.

SEPT. 12, 2005

43.0

DETAIL NO.

DRAWN BY:

SCALE:

DATE:

PIPE UTILITY MARKER

FORSYTH COUNTY DEPARTMENT OF WATER AND SEWER

N.T.S.

JUNE 13, 2025 DETAIL TITLE:

73.0

DETAIL NO.

2' -0

NOTE:

1. SAND FILTER DIAPHRAGM TO CONFORM WITH ASTM C-33 SAND / GDOT #10 SAND.

SECTION

PLANFORCE MAIN

12"

(MIN)

12"

(MIN)

SAND FILTER DIAPHRAGM

(SEE NOTE 1)

TRENCH WIDTH

12"

(MIN)

12"

(MIN)

-0

SAND FILTER DIAPHRAGM

(SEE NOTE 1)

FINISHED GRADE

FLOWABLE FILL (TYP)

(SEE DETAIL 22)

FORCE MAIN

UNDISTURBED

EARTH (TYP)

UNDISTURBED

EARTH (TYP)

EQUAL TO

12" ALL AROUND

TRENCH WIDTH

UNDISTURBED

EARTH (TYP)

BACKFILL

REQUIREMENTS

(SEE NOTE 2)

NOTES:

1. CONCRETE ENCASEMENT SHALL BE USED ON SANITARY SEWER FORCE MAIN PIPING WHERE

INSTALLATION CANNOT MAINTAIN MINIMUM 10 FEET SEPARATION FROM POTABLE WATER LINES.

2. REMAINING TRENCH DEPTH ABOVE FLOWABLE FILL SHOULD BE BACKFILLED WITH CLAYEY SOIL (USCS TYPE SM, SC, ML, MH, CL, OR CH) WITH A MINIMUM FINES CONTENT OF 30% AND PLASTIC

INDEX 5. THE EARTHFILL SHOULD BE COMPACTED USING A SHEEPSFOOTED VIBRATORY TRENCH

COMPACTOR IN 6-INCH LIFTS TO 95% STANDARD PROCTOR DENSITY AND AT 0 TO 3% ABOVE THE

OPTIMUM MOISTURE CONTENT,

3. DIP FORCE MAIN PIPE MUST BE POLYETHYLENE ENCASED WITHIN FLOWABLE FILL ENCASEMENT.

FLOWABLE FILL

(MIN STRENGTH 100 PSI)

FORCE MAIN

(SEE NOTE 3)

SHEET

SEQ.

. VE

Plot Date: 5/1/2026 3:00 PM Plot By: CMiller Filename: C:\pw_working\carollo_200000\d0434344\203558_00C08.dwg

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0\ d0

C0 8.

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