47_012 Attachment 1 _ River Forks Plan Set.pdf

PDF 16 MB Posted Jul 29, 2026

Attached to: New Water Lines at River Forks Park & Campground
Solicitation number: PE-77129-NONST-2027-000000070
Issued by: Hall County, Georgia

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Written by GovTribe AI · Jul 31, 2026

River Forks Park Water Line Installation Plan Summary

This is a construction plan set for water line installation at River Forks Park & Campground, a facility managed by Hall County Parks & Leisure in unincorporated Hall County, Georgia. The project involves the replacement of approximately 14,000 linear feet of deteriorated water distribution lines with new 4-inch polyvinyl chloride (PVC) piping, along with associated valves, shutoffs, tracer tape, wire, and plumbing equipment. The plan set, prepared by Rochester and Associates LLC, comprises 18 sheets including cover sheet, general notes, quantities, existing conditions plans, water distribution plans, erosion control plans, and construction details. The site encompasses 113.32 acres with a disturbed area of 0.60 acres. Engineering contact is Jeremy Frydrych, P.E. at (770) 718-0600, and the project owner contact is Brent Holloway, Hall County Parks & Leisure at (770) 535-8280.

The plan incorporates comprehensive erosion and sediment control measures, including sediment barriers, disturbed area stabilization with mulching and temporary seeding, tree protection, and construction exits with stone pads. All improvements must conform to Hall County Construction Standards, and Hall County must receive 24-hour notice before each construction phase begins. The contractor is responsible for maintaining all erosion control measures, disposing of waste materials at permitted offsite landfills, and completing any required inspections and certifications. The horizontal datum is referenced to State Plane West Zone Georgia (NAD83) with all distances shown as horizontal ground distances in U.S. Survey feet.

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www.Georgia811.com

OWNER & DEVELOPER: ENGINEERING CONTACT:

SURVEY CONTACT:24 HOUR CONTACT:

Rochester

770.718.0600 p | 770.718.9090 f

425 Oak St NW, Gainesville, GA 30501 rochester.dccm.com

Rochester

HALL COUNTY PARKS & LEISURE

4175 NOPONE ROAD

GAINESVILLE, GA 30506

BRENT HOLLOWAY

(770) 535-8280

BHOLLOWAY@HALLCOUNTY.ORG

JEREMY FRYDRYCH, P.E.

(770) 718-0600

JFRYDRYCH@DCCM.COM

RICK MILLARD, P.L.S.

(770) 718-0600

RMILLARD@DCCM.COM

G.D.W.R. NOTES:

SHEET INDEX

Sheet Number Sheet Title

1 COVER SHEET

2 GENERAL NOTES

3 QUANTITIES

4 OVERALL EXISTING CONDITIONS

5 EXISTING CONDITIONS PLAN

6 EXISTING CONDITIONS PLAN

7 EXISTING CONDITIONS PLAN

8 OVERALL WATER DISTRIBUTION PLAN

9 WATER DISTRIBUTION PLAN

10 WATER DISTRIBUTION PLAN

11 WATER DISTRIBUTION PLAN

12 OVERALL EROSION CONTROL PLAN

13 EROSION CONTROL PLAN

14 EROSION CONTROL PLAN

15 EROSION CONTROL PLAN

16 EROSION CONTROL NOTES & DETAILS

17 EROSION CONTROL NOTES & DETAILS

18 CONSTRUCTION DETAILS

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SUBMITTAL HISTORY CHARTREVISION HISTORY CHART

NO MATERIAL IS TO BE BURNED ON SITE. ALL WASTE MATERIAL

SHALL BE DISPOSED OF AT A PERMITTED OFFSITE LANDFILL

THE INSTALLATION OF EROSION CONTROL MEASURES SHALL TAKE

PLACE PRIOR TO OR CONCURRENT WITH LAND DISTURBING ACTIVITIES

UNLESS OTHERWISE STATED, ALL IMPROVEMENTS TO CONFORM

WITH HALL COUNTY CONSTRUCTION STANDARDS

NOTIFY HALL COUNTY 24 HOURS BEFORE STARTING EACH PHASE

OF CONSTRUCTION

MAXIMUM CUT OR FILL SLOPES ARE 2 HORIZONTAL TO 1 VERTICAL

ALL EROSION AND SEDIMENT CONTROL MEASURES WILL BE

INSPECTED DAILY AND ANY DEFICENCIES NOTED WILL BE CORRECTED

BY THE END OF EACH DAY. ADDITIONAL EROSION CONTROL MEASURES

WILL BE INSTALLED IF DEEMED NECESSARY BY ON-SITE INSPECTOR.

GENERAL SITE NOTES: EROSION CONTROL NOTES: GRADING NOTES:

CONSTRUCTION NOTES:

ADDITIONAL EROSION CONTROL NOTES:

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.

NON-EXEMPT ACTIVITIES SHALL NOT BE CONDUCTED WITHIN THE 25 OR

50-FOOT UNDISTURBED STREAM BUFFERS AS MEASURED FROM THE POINT

OF WRESTED VEGETATION WITHOUT FIRST ACQUIRING THE NECESSARY

VARIANCES AND PERMITS.

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.

WASTE MATERIALS SHALL NOT BE DISCHARGED TO WATERS OF THE

STATE, EXCEPT AS AUTHORIZED BY A SECTION 404 PERMIT.

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.

DETENTION POND OR SEDIMENT BASIN / STORAGE WILL BE INSTALLED AND

FUNCTIONING BEFORE ANY MAJOR GRADING OR IMPERVIOUS SURFACES

ARE CONSTRUCTED.

GAINESVILLE DEPARTMENT OF WATER RESOURCES NOTE:

MAINTENANCE OF ALL EROSION CONTROL MEASURES, WHETHER

TEMPORARY OR PERMANENT, SHALL AT ALL TIMES BE THE

RESPONSIBILITY OF THE CONTRACTOR.

DISPOSAL: STUMPS AND CONSTRUCTION DEBRIS SHALL BE DEPOSITED IN A PROPERLY

PERMITTED LANDFILL.

THE HORIZONTAL DATUM FOR THESE PLANS IS STATE PLANE WEST ZONE GEORGIA

(NAD83).

ALL DISTANCES SHOWN ARE HORIZONTAL GROUND DISTANCES IN U.S. SURVEY FEET.

(39.37 INCHES = 1 METER)

NOTES:

SITE AREA: 113.32 AC

DISTURBED AREA: 0.60 AC

EARTHWORK ESTIMATE:

CUT: N/A

FILL: N/A

DIFFERENCE: N/A *

*EARTHWORK CALCULATIONS ARE BASED ON FINISHED GRADE

**DUE TO THE AMOUNT OF SUBGRADE NECESSARY FOR INFILTRATION BMPS,

ADDITIONAL WASTE OR RAISING OF SITE MAY BE REQUIRED.

EARTHWORK ESTIMATE PROVIDED FOR CONVENIENCE TO CONTRACTOR ONLY.

CONTRACTOR IS TO VERIFY QUANTITIES.

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ENGINEERING CONTACT:

Rochester

HALL COUNTY PARKS & LEISURE

4175 NOPONE ROAD

GAINESVILLE, GA 30506

BRENT HOLLOWAY

(770) 535-8280

BHOLLOWAY@HALLCOUNTY.ORG

JEREMY FRYDRYCH, P.E.

(770) 718-0600

JFRYDRYCH@DCC.COM

To protect desirable trees from injury during construction activity.

TREE

PROTECTIONTr

(DENOTE TREE CENTERS)

Establishing temporary protection for disturbed areas where seedlings may not have a suitable growing season to produce an erosion retarding cover.Ds1 Ds1

DISTURBED AREA

STABILIZATION (WITH

MULCHING ONLY)

Establishing a temporary vegetative cover with fast growing seedings on disturbed areas.

DISTURBED AREA

STABILIZATION (WITH

TEMP SEEDING)Ds2 Ds2

Establishing a permanent vegetative cover such as trees, shrubs, vines, grasses, or legumes on disturbed areas.

Ds3 Ds3

DISTURBED AREA

STABILIZATION (WITH

PERM SEEDING)

A barrier to prevent sediment from leaving the construction site. It may be sandbags, bales of straw or hay, brush, logs and poles, gravel, or a silt fence.Sd1 SEDIMENT

BARRIER

(INDICATE TYPE)

TREE PROTECTION FENCE DETAIL

NOT TO SCALE

6' ON CENTER

MAX

STAY OUT

NO ENTRADA

TREE SAVE

SALVE UN ARBOL

FLOURESCENT ORANGE

POLYEHELENE TREE SAVE FENCING

TREE SAVE SIGNAGE

@ 20' O.C. (TYP)

2" METAL STAKE

(TYP)

2" MAX

2' MIN.

4' MIN.

SILT FENCE - TYPE SENSITIVE

SIDE VIEW

FLOW

FABRIC

(WOVEN WIRE

FENCE BACKING)

TRENCH

FRONT VIEW

NOTES:

1. USE STEEL OR WOOD POSTS OR AS SPECIFIED BY THE EROSION, SEDIMENTATION,

AND POLLUTION CONTROL PLAN.

2. HEIGHT (*) IS TO BE SHOWN ON THE EROSION, SEDIMENTATION, AND POLLUTION

CONTROL PLAN. Sd1-S

FABRIC

POST (SEE NOTE 1)

GROUND

SURFACE

POST (SEE NOTE 1)

CRUSHED STONE CONSTRUCTION EXIT

EXIT DIAGRAM

NOTES:

1. AVOID LOCATING ON STEEP SLOPES OR AT CURVES ON PUBLIC ROADS.

2. REMOVE ALL VEGETATION AND OTHER UNSUITABLE MATERIAL FROM THE FOUNDATION AREA, GRADE, AND CROWN FOR

POSITIVE DRAINAGE.

3. AGGREGATE SIZE SHALL BE IN ACCORDANCE WITH NATIONAL STONE ASSOCIATION R-2 (1.5"-3.5" STONE).

4. GRAVEL PAD SHALL HAVE A MINIMUM THICKNESS OF 6".

5. PAD WIDTH SHALL BE EQUAL FULL WIDTH AT ALL POINTS OF VEHICULAR EGRESS, BUT NO LESS THAN 20'.

6. A DIVERSION RIDGE SHOULD BE CONSTRUCTED WHEN GRADE TOWARD PAVED AREA IS GREATER THAN 2%..

7. INSTALL PIPE UNDER THE ENTRANCE IF NEEDED TO MAINTAIN DRAINAGE DITCHES.

8. WHEN WASHING IS REQUIRED, IT SHOULD BE DONE ON AN AREA STABILIZED WITH CRUSHED STONE THAT DRAINS INTO

AN APPROVED SEDIMENT TRAP OR SEDIMENT BASIN (DIVERT ALL SURFACE RUNOFF AND DRAINAGE FROM THE

ENTRANCE TO A SEDIMENT CONTROL DEVICE).

9. WASHRACKS AND/OR TIRE WASHERS MAY BE REQUIRED DEPENDING ON SCALE AND CIRCUMSTANCE. IF NECESSARY, WASHRACK DESIGN MAY CONSIST OF ANY MATERIAL SUITABLE FOR TRUCK TRAFFIC THAT REMOVE MUD AND DIRT.

10.MAINTAIN AREA IN A WAY THAT PREVENTS TRACKING AND/OR FLOW OF MUD ONTO PUBLIC RIGHTS-OF-WAYS. THIS MAY REQUIRE TOP DRESSING, REPAIR AND/OR CLEANOUT OF ANY MEASURES USED TO TRAP SEDIMENT.

FLOW

ENTRANCE ELEVATION

CULVERT UNDER

ENTRANCE (IF NEEDED)

DIVERSION RIDGE (SEE NOTE 6)

N.S.A. R-2 (1.5"-3.5")

COARSE AGGREGATE

GEOTEXTILE UNDERLINER

TIRE WASHRACK AREA /

TIRE WASHERS

SUPPLY WATER TO WASH

WHEELS IF NECESSARY

HARD SURFACE / PUBLIC ROAD

SEDIMENT TRAP

(SEE NOTE 8)

COARSE AGGREGATE

(N.S.A. R-2)

ORIGINAL

GRADE

GEOTEXTILE UNDERLINER

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7/23/26

PLANTS, PLANTING RATES, AND PLANTING DATES FOR TEMPORARY COVER OR COMPANION CROPS PLANTS, PLANTING RATES, AND PLANTING DATES FOR PERMANENT COVER

VEGETATIVE PLAN

GENERAL

CRITICAL AREA

SOIL CONDITIONS

TREATMENT SPECIFICATIONS

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File details come from the government source that posted it. Updated Jul 31, 2026.