Attach-1-Drawings.pdf

PDF 28 MB Posted Aug 24, 2022

Attached to: WARM SPRINGS DEMO AND CONSTRUCT NEW CONCRETE POND Federal contract opportunity
Solicitation number: 140F0122R0130
Issued by: Department of the Interior Fish and Wildlife Service

About this file

Written by GovTribe AI · Dec 27, 2023

This document provides details for a federal contract opportunity to demolish an existing warm springs pond and construct a new concrete pond kettles. The solicitation number is 140F0122R0130 issued by the Department of the Interior Fish and Wildlife Service. The opportunity involves demolishing an existing warm springs pond and constructing a new concrete pond kettles at an unspecified location. No further details are provided on requirements, response dates, pricing terms, or other conditions.

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Other files for this federal contract opportunity

Other files attached to WARM SPRINGS DEMO AND CONSTRUCT NEW CONCRETE POND, newest first.
File	Type	Posted
Attach-3-DBA_Min__Wage_Rates.pdf	PDF	Aug 24, 2022
Attach-2-Specifications.pdf	PDF	Aug 24, 2022
Attach-4-Price_Sheet.xlsx	XLSX spreadsheet	Aug 24, 2022
Attach-5-Past_Performance__and_Clauses.pdf	PDF	Aug 24, 2022
Sol_140F0122R0130.pdf	PDF	Aug 24, 2022

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REPLACEMENT KETTLES

PROJECT DESCRIPTION:

THE PROJECT INCLUDES THE REPLACEMENT OF NINE(9) FISH KETTLES AT

THE USFWS WARM SPRINGS FISH HATCHERY.

PROJECT INFORMATION:

SITE AREA:

7.45-ACRES

DISTURBED AREA:

0.28-ACRE

NEW IMPERVIOUS SURFACE AREA:

0.0 ACRES (EXCLUDING POND SURFACES)

REFERENCE DATUM:

HORIZONTAL: NAD 1983 (2011 EPOCH) - STATE PLANE COORDINATE SYSTEM

OF GEORGIA, WEST ZONE.

VERTICAL: NAVD 1988.

PROJECT SPECIFICATIONS:

THE CONTRACTOR SHALL REFER TO AND USE THE SUPPLIED PROJECT

SPECIFICATIONS. FOR ALL OTHER APPLICABLE STANDARDS, CONTRACTOR

SHALL REFER TO THE GEORGIA DEPARTMENT OF TRANSPORTATION

CURRENT APPROVED CONSTRUCTION STANDARDS.

IT IS THE CONTRACTOR'S RESPONSIBILITY TO BE IN COMPLIANCE

WITH APPLICABLE NATIONAL POLLUTION DISCHARGE ELIMINATION

SYSTEM (NPDES) PERMIT AND CLEAN WATER ACT REQUIREMENTS

IF THE CONTRACTOR WERE TO DISTURB ONE ACRE OR MORE.

DESIGN TEAM

PROJECT MANAGER & CIVIL ENGINEER :

POND AND COMPANY

3500 PARKWAY LANE SUITE 500

PEACHTREE CORNERS, GA 30092

PHONE (678) 336-7740

FAX (678) 336-7744

WEB: www.pondco.com

CONTACT :

PROJECT MANAGER: CHRISTIAN MAIOCCO, PE

CIVIL ENGINEER: PEYTON LINGLE, PE

STRUCTURAL ENGINEER: BOB NEW, PE

CLIENT INFORMATION

REFUGE MANAGER & SITE REPRESENTATIVE (24-HR) :

FISH & WILDLIFE SERVICE

WARM SPRINGS NATIONAL FISH HATCHERY

5308 SPRING STREET

WARM SPRINGS, GA 31830

PHONE : (706) 655-3382

CONTACT : JACOB BOWEN

SCALE: NTS

VICINITY MAP

SOUTH ATLANTIC-GULF REGION

MERIWETHER COUNTY, GEORGIA

WO NO. 2018313983

28 MARCH 2022

95% SUBMITTAL

SCALE: NTS

SITE MAP

WARM SPRINGS NATIONAL FISH HATCHERY

PROJECT

SITE

SURVEYOR :

BECKER SURVEY COMPANY

3821 WILLOW BEND RUN

COLUMBUS, GA 31907

PHONE (706) 332-5927

CONTACT : CHEYNE MCLEAN

GEOTECH :

GEC - A TERRACON COMPANY

5031 MILGEN COURT

COLUMBUS, GA 31907

PHONE (706) 569-0940

CONTACT : THOMAS DRIVER, P.E

PROJECT

LOCATION

Know what's below.

before you dig.Call Dial 811

Or Call 800-282-7411 G-001

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INDEX OF DRAWINGS

SHEET ID TITLE

GENERAL

G-001 COVER SHEET

V-001 TOPOGRAPHIC SURVEY

V-002 TOPOGRAPHIC SURVEY

V-003 TOPOGRAPHIC SURVEY KETTLE DETAIL

CIVIL

C-001

GENERAL CIVIL NOTES, LEGEND & ABBREVIATIONS

C-100 OVERALL DEMOLITION PLAN

C-101 DEMOLITION PLAN

C-102 ENLARGED DEMOLITION PLAN

C-110

OVERALL SITE, GRADING, & UTILITY PLAN

C-111

SITE, GRADING, & UTILITY PLAN

C-112

ENLARGED SITE, GRADING, & UTILITY PLAN

C-401 TYPES OF KETTLE

C-501 CONSTRUCTION DETAILS

C-502 CONSTRUCTION DETAILS

C-701

EROSION, SEDIMENTATION & POLLUTION CONTROL NOTES

C-702

EROSION, SEDIMENTATION & POLLUTION CONTROL NOTES AND MAPS

C-703

OVERALL EROSION, SEDIMENTATION & POLLUTION CONTROL (ESPC) PLAN

C-704

EROSION, SEDIMENTATION & POLLUTION CONTROL (ESPC) PLAN

C-705 ENLARGED ESPC PLAN - INITIAL PHASE

C-706 ENLARGED ESPC PLAN - FINAL PHASE

C-710

EROSION, SEDIMENTATION & POLLUTION CONTROL DETAILS

C-711

EROSION, SEDIMENTATION & POLLUTION CONTROL DETAILS

STRUCTURAL

S-001 STRUCTURAL GENERAL NOTES

S-101

FISH KETTLE (TYPE 1) PLANS

S-102

FISH KETTLE (TYPE 2) PLANS

S-401 FISH KETTLE SECTIONS

S-402 FISH KETTLE SECTIONS

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GENERAL CIVIL NOTES

1. THE CONTRACTOR SHALL COMPLY WITH ALL CITY, COUNTY, STATE AND

FEDERAL REGULATIONS APPLICABLE TO CONSTRUCTION OF THIS SITE.

2. ALL LABOR, MATERIALS, AND METHODS OF CONSTRUCTION SHALL BE IN

STRICT ACCORDANCE WITH THE MINIMUM ENGINEERING AND

CONSTRUCTION STANDARDS ADOPTED BY UFC, AND UFGS. WHERE

CONFLICTS OR OMISSIONS EXIST, THE UFC STANDARDS SHALL DICTATE.

SUBSTITUTIONS AND DEVIATION FROM PLANS AND SPECIFICATIONS SHALL

BE PERMITTED ONLY WHEN WRITTEN APPROVAL HAS BEEN ISSUED BY

THE CONTRACTING OFFICER'S REPRESENTATIVE (COR).

3. ALL PROPOSED DIMENSIONS ARE TAKEN FROM/TO EACH OUTFALL STORM

PIPE INVERT UNLESS OTHERWISE NOTED.

4. EXISTING CONDITIONS SHOWN ARE BASED UPON A TOPOGRAPHIC

SURVEY PERFORMED BY BECKER SURVEY COMPANY WHICH WAS

STAMPED/SEALED ON 18 MARCH 2022. ALL EXISTING UTILITY INFORMATION

SHOULD BE CONSIDERED APPROXIMATE AND MUST BE VERIFIED BY THE

CONTRACTOR PRIOR TO DEMOLITION OR CONSTRUCTION.

5. ALL REQUIRED EROSION AND SEDIMENT CONTROL MEASURES SHALL BE

PROVIDED, INSTALLED, AND MAINTAINED AS SHOWN ON THE APPLICABLE

EROSION, SEDIMENTATION AND POLLUTION CONTROL PLANS CONTAINED

WITHIN THESE CONSTRUCTION DOCUMENTS.

6. CONTRACTOR SHALL MOVE ALL CONSTRUCTION DEBRIS OFF OF USFWS

WARM SPRINGS PROPERTY AND DISPOSE DEBRIS AT A LEGAL, PERMITTED

LANDFILL CONSISTENT WITH ALL LOCAL, STATE, AND FEDERAL

REQUIREMENTS.

7. NO BURNING IS ALLOWED ON USFWS WARM SPRINGS PROPERTY.

8. CONTRACTOR SHALL GRADE ALL DISTURBED AREAS TO ENSURE POSITIVE

DRAINAGE TO DRAINAGE STRUCTURES OR DITCHES. NATURAL FLOW OF

SURROUNDING WATERS SHALL NOT BE DISTURBED DURING

CONSTRUCTION, UNLESS SHOWN OTHERWISE.

9. CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS, COORDINATES,

AND DIMENSIONAL INFORMATION PRIOR TO CONSTRUCTION. THE

CONTRACTOR SHALL BRING ALL DISCREPANCIES TO THE ATTENTION OF

THE COR PRIOR TO STARTING CONSTRUCTION.

10. ALL TOPSOIL AND EXCAVATED MATERIAL SHALL BE STOCKPILED IN AN

APPROVED AREA DURING CONSTRUCTION. EXCESS OR UNUSABLE

TOPSOIL SHALL BE DISPOSED OF OFF-SITE IN A MANNER THAT IS LEGAL

AND CONSISTENT WITH ALL LOCAL, STATE AND FEDERAL REQUIREMENTS.

11. THE LOCATION OF ALL EXISTING UTILITIES AND STORM DRAINAGE SHOWN

ON THE PLANS HAVE BEEN DETERMINED FROM THE BEST INFORMATION

AVAILABLE AND ARE GIVEN FOR THE CONVENIENCE OF THE CONTRACTOR.

THE ENGINEER ASSUMES NO RESPONSIBILITY FOR INACCURACY. PRIOR

TO THE START OF ANY CONSTRUCTION ACTIVITY IT SHALL BE THE

CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE VARIOUS UTILITIES AND

TO MAKE THE NECESSARY ARRANGEMENTS FOR ANY RELOCATION OF

THESE UTILITIES WITH THE OWNER OF THE UTILITY. THE CONTRACTOR

SHALL EXERCISE CAUTION WHEN CROSSING UNDERGROUND UTILITIES,

WHETHER SHOWN ON THE PLAN OR LOCATED BY THE UTILITY COMPANY.

ALL UTILITIES WHICH INTERFERE WITH THE PROPOSED CONSTRUCTION

SHALL BE BROUGHT TO THE ATTENTION OF THE COR. ANY FEES

ASSOCIATED WITH UTILITY RELOCATIONS SHALL BE BORNE BY THE

CONTRACTOR IN ACCORDANCE WITH RESPECTIVE UTILITY COMPANY

STANDARDS. THE CONTRACTOR SHALL COORDINATE DISCONNECTION OF

EXISTING UTILITIES WITH THE APPROPRIATE UTILITY PROVIDER.

12. IT WILL BE THE RESPONSIBILITY OF THE CONTRACTOR TO ENSURE THAT

ALL REQUIRED PERMITS ARE OBTAINED AND IN HAND BEFORE BEGINNING

ANY CONSTRUCTION. NO CONSTRUCTION OR FABRICATION OF ANY ITEM

SHALL BEGIN UNTIL THE CONTRACTOR HAS RECEIVED ALL PLANS AND

ANY OTHER DOCUMENTATION FROM ALL OF THE PERMITTING AND ANY

OTHER REGULATORY AUTHORITIES. ANY PENALTIES, STOP WORK

ORDERS OR ADDITIONAL WORK RESULTING FROM THE CONTRACTOR

BEING IN VIOLATION OF THE REQUIREMENTS ABOVE, SHALL BE FULLY

BORNE BY THE CONTRACTOR.

13. ALL CONTRACTORS/SUBCONTRACTORS THAT WILL BE ENGAGED IN LAND

DISTURBING ACTIVITIES SHALL COMPLY WITH ALL EROSION,

SEDIMENTATION AND POLLUTION CONTROL AND STORMWATER

POLLUTION PREVENTION REQUIREMENTS CONTAINED THROUGHOUT THE

DRAWINGS, SPECIFICATIONS, AND PERMITS.

14. AREAS DISTURBED BY THE CONTRACTOR, WHICH ARE NOT PART OF THIS

PROJECT, SHALL BE RETURNED TO ORIGINAL OR BETTER CONDITION

PRIOR TO THE COMPLETION OF THE PROJECT AS DETERMINED BY THE

COR.

15. THE CONTRACTOR'S MEANS, METHODS, SEQUENCE, TECHNIQUES OR

PROCEDURES IN PERFORMING THE WORK IS SOLELY THE RESPONSIBILITY

OF THE CONTRACTOR, WHO IS ALSO RESPONSIBLE FOR COMPLYING WITH

ALL HEALTH AND SAFETY PRECAUTIONS AS REQUIRED BY THE

APPLICABLE REGULATORY AGENCY.

16. THE DESIGN ADEQUACY AND SAFETY OF ALL BRACING, SHORING AND

TEMPORARY SUPPORTS, ETC. ARE THE SOLE RESPONSIBILITY OF THE

CONTRACTOR.

17. PROTECT ALL EXISTING FEATURES AND EXISTING LANDSCAPING THAT

WILL REMAIN. ANY ITEM DAMAGED DURING THE PERFORMANCE OF THE

WORK WILL BE RESTORED TO ORIGINAL CONDITION, OR REPLACED WITH

NEW AT THE CONTRACTOR'S EXPENSE. CONTRACTOR SHALL TAKE

PRECAUTIONS TO AVOID OVERLOADING PAVEMENTS WHICH WILL REMAIN.

18. CONTRACTOR SHALL INSPECT ALL SEDIMENT AND EROSION CONTROL

MEASURES DAILY AND DURING PROLONGED PERIODS OF CONTINUOUS

RAINFALL EVENTS TO ENSURE THAT ALL CONTROLS ARE FUNCTIONING

PROPERLY. DAMAGED CONTROLS SHALL BE REPLACED BY THE END OF

THE WORKDAY.

19. EACH SHEET IS PART OF A MULTI-SHEET SET OF CONSTRUCTION PLANS

AND SHALL BE READ WITH THE FULL SET TO BEST ENSURE PROPER

INTERPRETATION.

20. SHEET KEYNOTES ON THE PLANS ARE SPECIFIC TO THAT SHEET ONLY.

MISSING SEQUENTIAL NUMBERS DO NOT APPLY TO THAT SHEET.

21. CONTRACTOR SHALL FURNISH AND MAINTAIN ANY AND ALL NECESSARY

BARRICADES AROUND THE WORK AND PROVIDE PROTECTION AGAINST

WATER DAMAGE AND SOIL EROSION.

GENERAL CIVIL DEMOLITION NOTES

1. "DEMOLISH" SHALL MEAN TO REMOVE AN OBJECT IN ITS ENTIRETY.

RESTORE GRADES AND SURFACE IMPROVEMENTS TO MATCH EXISTING

CONDITIONS OR PER REQUIREMENTS OF NEW WORK, WHICHEVER IS

APPLICABLE.

2. EROSION AND SEDIMENTATION CONTROL MEASURES AND TEMPORARY

CONSTRUCTION FENCING SHALL BE IN PLACE PRIOR TO COMMENCEMENT

OR CONCURRENT WITH DEMOLITION.

3. CONTRACTOR SHALL ESTABLISH SURVEY CONTROL NETWORK OUTSIDE

LIMITS OF DEMOLITION PRIOR TO COMMENCEMENT OF WORK. THIS WORK

MUST BE PERFORMED BY LICENSED & REGISTERED GEORGIA LAND

SURVEYOR.

4. ALL DEMOLITION WORK SHALL BE COORDINATED WITH CONTRACTOR'S

SCHEDULE, LOGISTICS PLAN (APPROVED BY COR), EROSION,

SEDIMENTATION AND POLLUTION CONTROL PLAN PRIOR TO WORK.

5. ALL INTERNAL FENCING, TRASH, AND LITTER TO BE FULLY DEMOLISHED

AND REMOVED FROM SITE (TO A LEGAL LANDFILL). PERIMETER FENCING

TO REMAIN UNLESS NOTED OTHERWISE.

6. IF ASBESTOS OR OTHER HAZARDOUS MATERIALS ARE DISCOVERED

WHICH NEED TO BE DISTURBED, NOTIFY COR OF INSTRUCTION AND

PURSUING APPLICABLE PERMITTING BEFORE DISTURBANCE COMMENCES.

GRADING AND DRAINAGE NOTES

1. POSITIVE DRAINAGE SHALL BE MAINTAINED AT ALL TIMES TO PREVENT

SATURATION OF EXPOSED SOILS IN CASE OF SUDDEN RAINS, AND FOR ALL

FINISHED GRADING. CONTRACTOR SHALL LOCATE ALL EXISTING UTILITIES

PRIOR TO ANY EXCAVATION.

2. CONTRACTOR SHALL INSTALL ALL PERIMETER EROSION AND SEDIMENT

CONTROL MEASURES PRIOR TO ANY SITE CLEARING OR EXCAVATION.

3. ALL BACKFILL AND FILL MATERIAL SHALL BE FREE OF ORGANIC MATTER

AND WASTE.

4. THE CONTRACTOR SHALL REMOVE ALL SEDIMENT CONTROL FENCING

FROM THE SITE PRIOR TO FINAL PROJECT ACCEPTANCE, AND SHALL

SMOOTH THE GROUND SURFACE WHERE THE FENCE WAS REMOVED THEN

MULCH OR SEED & STRAW (SEASON APPROPRIATE GRASS) THE

RESTORED SURFACE AS SUNLIGHT CONDITIONS WARRANT.

5. CONTRACTOR SHALL MARK, PRESERVE AND PROTECT ALL SURVEY

BENCHMARKS.IF BENCHMARK MUST BE DEMOLISHED FOR CONSTRUCTION,

CONTRACTOR SHALL RELOCATE BENCHMARK AND PROVIDE NEW DATA ON

AS-BUlLTS.

6. ALL CUT AND FILL SLOPES SHALL BE 2:1 OR FLATTER (SEE GRADING PLAN).

7. ALL SPOT ELEVATIONS NOTED ARE FINISH GRADE.

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ABBREVIATIONS

@ AT

& AND

Ø DIAMETER

APPR APPROVED

APPROX APPROXIMATELY

BLDG BUILDING

BM BENCHMARK

BOT BOTTOM

CENTERLINE

CB CATCH BASIN

CF CUBIC FEET

CMP CORRUGATED METAL PIPE

COMM COMMUNICATION

CONC CONCRETE

COR CONTRACTING OFFICER'S REPRESENTATIVE

DI DROP INLET

DIA DIAMETER

DB DUCTBANK

DIP DUCTILE IRON PIPE

DS DOWNSPOUT

E EASTING

EG EXISTING GRADE

ELEC ELECTRICAL

ELEV ELEVATION

EP EDGE OF PAVEMENT

ESMT EASEMENT

EX EXISTING

FFE FINISHED FLOOR ELEVATION

FG FINISHED GRADE

FH FIRE HYDRANT

FT FEET

GAB GRADED AGGREGATE BASE

GIS GEOGRAPHIC INFORMATION SYSTEM

HMAC HOT MIX ASPHALT CONCRETE

HORZ HORIZONTAL

HT HEIGHT

HW HEADWALL

IBW INSIDE BOTTOM OF WALL

ID INSIDE DIAMETER

IE INVERT ELEVATION

IN INCH

INC INCORPORATED

INV INVERT

IPF IRON PIN FOUND

IPS IRON PIN SET

JB JUNCTION BOX

LBR LINED BRICK

LF LINEAR FEET

LOD LIMITS OF DISTURBANCE

LP LIGHTING PROTECTION

MAX MAXIMUM

M.E. MATCH ELEVATION

MECH MECHANICAL

MES MITERED END SECTION

MIN MINIMUM

MON MONUMENT

N NORTHING

NGAS NATURAL GAS

NO NUMBER

NTS NOT TO SCALE

OC ON CENTER

OCEW ON CENTER EACH WAY

OD OUTSIDE DIAMETER

OWS OIL/WATER SEPARATOR

PE POLYETHYLENE PIPE

PIV POST INDICTOR VALVE

PROP PROPOSED

PSF POUNDS PER SQUARE FOOT

PSI POUNDS PER SQUARE INCH

PVC POLYVINYL CHLORIDE

QC QUALITY CONTROL

RC REINFORCED CONCRETE

RCP REINFORCED CONCRETE PIPE

R/W RIGHT OF WAY

SD STORM DRAIN

SF SQUARE FEET

SPEC SPECIFICATIONS

SQ SQUARE

SS SANITARY SEWER

STMH STORM MANHOLE

SMH OR SSMH SANITARY SEWER MANHOLE

STD STANDARD

TBM TEMPORARY BENCHMARK

TC TOP OF CURB

TYP TYPICAL

USFWS U.S. FISH AND WILDLIFE SERVICE

VERT VERTICAL

WV WATER VALVE

W/ WITH

W/C WATER TO CEMENT

YR YEAR

LEGEND

DESCRIPTION EXISTING PROPOSED

GRAVEL PAVEMENT

5' CONTOUR

1' CONTOUR 1

LIMITS OF DISTURBANCE

LOD

N/A

WVWV

CHAIN LINK FENCE N/A

CORRUGATED METAL PIPE N/A

ELECTRIC LINE (UNDERGROUND)

GAS LINE

STORM SEWER LINE

TELEPHONE LINE

WATER LINE

N/A

ELECTRIC LINE (OVERHEAD)

N/A

GAS VALVE

FIRE HYDRANT

SURVEY CONTROL (1/2X18" REBAR)

N/A

N/ASANITARY SEWER MANHOLE

SPOT ELEVATION

767.9

WATER VALVE N/A

TREE N/A

MEASURE LINE N/A

N/AMEASURING PIN

W W

N/A

ASPHALT PAVEMENT N/A

N/A

CONSTRUCTION LIMITS

C/L

N/A

CMP

POND #11

POND #4

POND #6

POND #13

POND #17

POND #12

POND #15

WATER SURFACE

ELEVATION: 853.2'

W W

WSS

" C

I P

6" DIP

POND #16

WATER SURFACE

ELEVATION: 856.4'

POND #14

WATER SURFACE

ELEVATION: 856.4'

POND #9

WATER SURFACE

ELEVATION: 853.0'

POND #10

WATER SURFACE

ELEVATION: 854.1'

POND #7

WATER SURFACE

ELEVATION: 860.0'

POND #8

WATER SURFACE

ELEVATION: 856.5'

POND #3

WATER SURFACE

ELEVATION: 859.0'

POND #2

WATER SURFACE

ELEVATION: 865.0'

LOD

LODLO

LOD

DLO

C /L

C/L

C /L

/LC/

C/ L

C /L

C/ L

C /L

C /L C/L

C /L

C/L

C /L

C/L

C /L

C/L C/L

C/ L

C /L

C/L C/L C

S O

L I C

I T

A T

I O

F I

D W

C K

D E

S I G

N E

2 3

4 5

M A

R K

A P

P R

D A

T E

F I

B E

S I Z

S U

B M

I T

T E

P L O

C A

L E

L O

A T

D A

T E

M A

R K

C O

N T

R A

SHEET

IDENTIFICATION

D A

T E

A P

P R

F I

E x F

Y c a d b i m c a d C d w g

L O

T T

E D

T h u r s d a y

M a r c h

F I

E x F

Y c a d b i m c a d C d w g

L O

T T

E D

T h u r s d a y

M a r c h

A N

S I

D E

S C

R I P

T I O

N D

E S

C R

I P

T I O

U S

E P

A R

T M

E N

T E

R I O

F I S

L D

L I F

E R

V I C

D I V

I S

I O

N G

I N

E E

R I N

A T

L A

N T

E O

R G

I A

D E

S I G

E P

L A

C E

M E

T L

E S

W a r i n t i o n a l

F i s h

H a t c h e r y

F W

O R

R D

P O

J E r k w a y

L a n e

P e a c h t r e e

C o r n e r s

S u i

P h o n e

95% SUBMITTAL

I N

G L

O N

Z A

L E

Z D

E C

K I E

A I O

C C

Know what's below.

before you dig.Call Dial 811

Or Call 800-282-7411

OVERALL DEMOLITION PLAN

SCALE: 1" = 100'

0 50' 100' 200' 300'

A1/C-102

C-100

O V

E R

A L

E M

O L

I T

I O

L A

A3/C-102

SHEET KEYNOTES

1. DEMOLISH EXISTING FISH KETTLE AND RELATED UTILITIES.

GENERAL SHEET NOTES

A. REFER TO SHEET C-001 FOR CIVIL GENERAL NOTES, LEGEND &

ABBREVIATIONS.

B. THIS SHEET IS PART OF A MULTI-SHEET SET OF CONSTRUCTION

PLANS AND SHALL BE READ WITH THE FULL SET TO BEST ENSURE

PROPER INTERPRETATION.

C. FINISHED GRADE TO MATCH EXISTING GRADE.

LEGEND

DEMOLISH WATER SERVICE AND

BURIED WATER VALVES AS

DISCOVERED

C/L

CONSTRUCTION LIMITS

LOD

LIMITS OF DISTURBANCE

AutoCAD SHX Text

6" PVC

AutoCAD SHX Text

6" PVC

AutoCAD SHX Text

6" PVC

AutoCAD SHX Text

6" PVC

AutoCAD SHX Text S

AutoCAD SHX Text

AutoCAD SHX Text S

POND #17

POND #12

POND #15

WATER SURFACE

ELEVATION: 853.2'

W W

W SS

I P

POND #16

WATER SURFACE

ELEVATION: 856.4'

POND #14

WATER SURFACE

ELEVATION: 856.4'

POND #9

WATER SURFACE

ELEVATION: 853.0'

POND #10

WATER SURFACE

ELEVATION: 854.1'

LOD

DLO

C /L

C/L

C /L

C/L

C/ L

C/ L C/

C/L

C /L

C/ L

C /L

C/ L

C/L

C /L

C/L C/L

C /L

C/L

POND #4

W W

I P

6" D

POND #7

WATER SURFACE

ELEVATION: 860.0'

POND #8

WATER SURFACE

ELEVATION: 856.5'

POND #3

WATER SURFACE

ELEVATION: 859.0'

POND #2

WATER SURFACE

ELEVATION: 865.0'

LOD

DLOD

LOD

DLO

C/L

C /L

/LC

C/L

C /L

C/LC/L

C/L C /L

C/L

C/L C/L C/L C/L

C /L

C/ L

C /L

C/L C/L

C/L

C /L

S O

L I C

I T

A T

I O

F I

D W

C K

D E

S I G

N E

2 3

4 5

M A

R K

A P

P R

D A

T E

F I

B E

S I Z

S U

B M

I T

T E

P L O

C A

L E

L O

A T

D A

T E

M A

R K

C O

N T

R A

SHEET

IDENTIFICATION

D A

T E

A P

P R

F I

E x F

Y c a d b i m c a d C d w g

L O

T T

E D

T h u r s d a y

M a r c h

F I

E x F

Y c a d b i m c a d C d w g

L O

T T

E D

T h u r s d a y

M a r c h

A N

S I

D E

S C

R I P

T I O

N D

E S

C R

I P

T I O

U S

E P

A R

T M

E N

T E

R I O

F I S

L D

L I F

E R

V I C

D I V

I S

I O

N G

I N

E E

R I N

A T

L A

N T

E O

R G

I A

D E

S I G

E P

L A

C E

M E

T L

E S

W a r i n t i o n a l

F i s h

H a t c h e r y

F W

O R

R D

P O

J E r k w a y

L a n e

P e a c h t r e e

C o r n e r s

S u i

P h o n e

95% SUBMITTAL

I N

G L

O N

Z A

L E

Z D

E C

K I E

A I O

C C

DEMOLITION PLAN

SCALE: 1" = 50'

0 25' 50' 100' 150'

DEMOLITION PLAN

SCALE: 1" = 50'

0 25' 50' 100' 150'

A1/C-102

C-101

D E

M O

L I T

I O

L A

SHEET KEYNOTES

1. DEMOLISH EXISTING FISH KETTLE AND RELATED UTILITIES.

SEE FOLLOWING SHEETS FOR ADDITIONAL INFORMATION.

A3/C-102

A2/C-102

B3/C-102

B2/C-102

C3/C-102

C2/C-102

B1/C102

C1/C-102

GENERAL SHEET NOTES

A. REFER TO SHEET C-001 FOR CIVIL GENERAL NOTES, LEGEND &

ABBREVIATIONS.

B. THIS SHEET IS PART OF A MULTI-SHEET SET OF CONSTRUCTION

PLANS AND SHALL BE READ WITH THE FULL SET TO BEST ENSURE

PROPER INTERPRETATION.

C. FINISHED GRADE TO MATCH EXISTING GRADE.

LEGEND

DEMOLISH WATER SERVICE AND

BURIED WATER VALVES AS

DISCOVERED

C/L

CONSTRUCTION LIMITS

LOD

LIMITS OF DISTURBANCE

AutoCAD SHX Text

6" PVC

AutoCAD SHX Text

6" PVC

AutoCAD SHX Text

6" PVC

AutoCAD SHX Text

6" PVC

AutoCAD SHX Text S

AutoCAD SHX Text

AutoCAD SHX Text S

W W

W W W

I P

LOD

LODLODLODLOD

LOD

LODLOD

LOD

C/L C/L C/L

C/L

C /L

W W

LOD

LODLOD

LOD

C /L

/LC

C/L

C /L

LOD

LODLOD

LOD

C /L

C/LC/LC/LC/LC/L

C/ L

C/L

C /L

LOD

C/ L

C/L

C /L

LOD

LOD LOD LOD

LOD LOD LOD LOD

LOD

LODLODLODLOD

LOD

LODLOD

C /L

W W

LOD

LODLOD

LOD

C /L

W W

LOD

LODLOD

LOD

C/L C/L C/L C/L C/L C/L

C/L C/L

C/L

W W

LOD

LODLOD

LOD

C /L

W W W W

SSSSSSSS

LOD

LOD LOD LOD

LOD

C/L

C /L

C/LC/L

C /L

C/ L

C/LC/LC/LC/LC/L

C /L

C/L C/L C/L C/L C/L C/L C/L C/L C/L C/L

S O

L I C

I T

A T

I O

F I

D W

C K

D E

S I G

N E

2 3

4 5

M A

R K

A P

P R

D A

T E

F I

B E

S I Z

S U

B M

I T

T E

P L O

C A

L E

L O

A T

D A

T E

M A

R K

C O

N T

R A

SHEET

IDENTIFICATION

D A

T E

A P

P R

F I

E x F

Y c a d b i m c a d C d w g

L O

T T

E D

T h u r s d a y

M a r c h

F I

E x F

Y c a d b i m c a d C d w g

L O

T T

E D

T h u r s d a y

M a r c h

A N

S I

D E

S C

R I P

T I O

N D

E S

C R

I P

T I O

U S

E P

A R

T M

E N

T E

R I O

F I S

L D

L I F

E R

V I C

D I V

I S

I O

N G

I N

E E

R I N

A T

L A

N T

E O

R G

I A

D E

S I G

E P

L A

C E

M E

T L

E S

W a r i n t i o n a l

F i s h

H a t c h e r y

F W

O R

R D

P O

J E r k w a y

L a n e

P e a c h t r e e

C o r n e r s

S u i

P h o n e

95% SUBMITTAL

I N

G L

O N

Z A

L E

Z D

E C

K I E

A I O

C C

Know what's below.

before you dig.Call Dial 811

Or Call 800-282-7411

ENLARGED DEMOLITION

PLAN - POND 10

SCALE: 1" = 10'

0 5' 30'20'10'

C-102

E N

L A

R G

O L

I T

I O

L A

SHEET KEYNOTES

1. DEMOLISH AND DISPOSE OF CONCRETE.

2. DISPOSE OF GRATING UNLESS OTHERWISE COORDINATED

WITH COR.

3. STORE DISTURBED RIP-RAP ON SITE PER COR. PLACE BACK

AS NEEDED TO FILL VOIDS.

4. DEMOLISH WATER SERVICE. CONTRACTOR SHALL SHUT

OFF WATER MAIN AND PLUG WHERE SERVICE IS

DEMOLISHED. WATER MAIN CAN ONLY BE SHUT OFF FOR

LESS THAN 4-HOURS. COORDINATE SHUT OFF WITH COR.

GENERAL SHEET NOTES

A. REFER TO SHEET C-001 FOR CIVIL GENERAL NOTES, LEGEND &

ABBREVIATIONS.

B. THIS SHEET IS PART OF A MULTI-SHEET SET OF CONSTRUCTION

PLANS AND SHALL BE READ WITH THE FULL SET TO BEST ENSURE

PROPER INTERPRETATION.

C. FINISHED GRADE TO MATCH EXISTING GRADE.

D. REFER TO STRUCTURAL DRAWINGS FOR ADDITIONAL DETAILS.

ENLARGED DEMOLITION

PLAN - POND 14

SCALE: 1" = 10'

0 5' 30'20'10'

ENLARGED DEMOLITION

PLAN - POND 15

SCALE: 1" = 10'

0 5' 30'20'10'

ENLARGED DEMOLITION

PLAN - POND 16

SCALE: 1" = 10'

0 5' 30'20'10'

ENLARGED DEMOLITION

PLAN - POND 9

SCALE: 1" = 10'

0 5' 30'20'10'

ENLARGED DEMOLITION

PLAN - POND 8

SCALE: 1" = 10'

0 5' 30'20'10'

ENLARGED DEMOLITION

PLAN - POND 7

SCALE: 1" = 10'

0 5' 30'20'10'

ENLARGED DEMOLITION

PLAN - POND 3

SCALE: 1" = 10'

0 5' 30'20'10'

ENLARGED DEMOLITION

PLAN - POND 2

SCALE: 1" = 10'

0 5' 30'20'10'

LEGEND

DEMOLISH WATER SERVICE AND

BURIED WATER VALVES AS

DISCOVERED

KETTLE TOWER HEIGHT

(OUTFALL INVERT TO

TOP OF GRATING)

POND # EXISTING HEIGHT

6' - 8" DEEP

6' - 10" DEEP

6' - 0" DEEP

8' - 0" DEEP

6' - 0" DEEP

6' - 8" DEEP

6' - 0" DEEP

C/L

CONSTRUCTION LIMITS

M A

T C

H L

I N

M A

T C

H L

I N

LOD

LIMITS OF DISTURBANCE

AutoCAD SHX Text

6" PVC

AutoCAD SHX Text S

AutoCAD SHX Text

6" PVC

AutoCAD SHX Text

6" PVC

AutoCAD SHX Text S

AutoCAD SHX Text

6" PVC

AutoCAD SHX Text

AutoCAD SHX Text S

POND #4

POND #6

POND #13

POND #17

POND #12

POND #15

WATER SURFACE

ELEVATION: 853.2'

W W

WSS

" C

I P

6" DIP

POND #16

WATER SURFACE

ELEVATION: 856.4'

POND #14

WATER SURFACE

ELEVATION: 856.4'

POND #9

WATER SURFACE

ELEVATION: 853.0'

POND #10

WATER SURFACE

ELEVATION: 854.1'

POND #7

WATER SURFACE

ELEVATION: 860.0'

POND #8

WATER SURFACE

ELEVATION: 856.5'

POND #3

WATER SURFACE

ELEVATION: 859.0'

POND #2

WATER SURFACE

ELEVATION: 865.0'

LOD

LODLO

LOD

DLO

C /L

C/L

C /L

/LC/

C/ L

C /L

C/ L

C /L

C /L C/L

C /L

C/L

C /L

C/L

C /L

C/L C/L

C/ L

C /L

C/L C/L C

4" G

4" GV

6" GV

4" GV

6" GV

4" GV

6" GV

4" GV

6" GV

4" GV

6" GV

S O

L I C

I T

A T

I O

F I

D W

C K

D E

S I G

N E

2 3

4 5

M A

R K

A P

P R

D A

T E

F I

B E

S I Z

S U

B M

I T

T E

P L O

C A

L E

L O

A T

D A

T E

M A

R K

C O

N T

R A

SHEET

IDENTIFICATION

D A

T E

A P

P R

F I

E x F

Y c a d b i m c a d C d w g

L O

T T

E D

T h u r s d a y

M a r c h

F I

E x F

Y c a d b i m c a d C d w g

L O

T T

E D

T h u r s d a y

M a r c h

A N

S I

D E

S C

R I P

T I O

N D

E S

C R

I P

T I O

U S

E P

A R

T M

E N

T E

R I O

F I S

L D

L I F

E R

V I C

D I V

I S

I O

N G

I N

E E

R I N

A T

L A

N T

E O

R G

I A

D E

S I G

E P

L A

C E

M E

T L

E S

W a r i n t i o n a l

F i s h

H a t c h e r y

F W

O R

R D

P O

J E r k w a y

L a n e

P e a c h t r e e

C o r n e r s

S u i

P h o n e

95% SUBMITTAL

I N

G L

O N

Z A

L E

Z D

E C

K I E

A I O

C C

Know what's below.

before you dig.Call Dial 811

Or Call 800-282-7411

OVERALL SITE, GRADING, & UTILITY PLAN

SCALE: 1" = 100'

0 50' 100' 200' 300'

A1/C-111

C-110

O V

E R

A L

I T

R A

D I N

I L

I T

P L

A N

A3/C-111

GENERAL SHEET NOTES

A. REFER TO SHEETS C-001 FOR CIVIL GENERAL NOTES AND C-002

FOR CIVIL LEGENDS AND ABBREVIATIONS.

B. THIS SHEET IS PART OF A MULTI-SHEET SET OF CONSTRUCTION

PLANS AND SHALL BE READ WITH THE FULL SET TO BEST ENSURE

PROPER INTERPRETATION.

C. FINISHED GRADE TO MATCH EXISTING GRADE.

SHEET KEYNOTES

1. PROPOSED FISH KETTLE LOCATION - TYPE 1.

2. PROPOSED FISH KETTLE LOCATION - TYPE 2.

C/L

LEGEND

CONSTRUCTION LIMITS

REPLACE KETTLE IN THIS POND

LOD

LIMITS OF DISTURBANCE

AutoCAD SHX Text

6" PVC

AutoCAD SHX Text S

AutoCAD SHX Text

AutoCAD SHX Text S

POND #17

POND #12

POND #15

WATER SURFACE

ELEVATION: 853.2'

W W

W SS

I P

POND #16

WATER SURFACE

ELEVATION: 856.4'

POND #14

WATER SURFACE

ELEVATION: 856.4'

POND #9

WATER SURFACE

ELEVATION: 853.0'

POND #10

WATER SURFACE

ELEVATION: 854.1'

LOD

DLO

C /L

C/L

C /L

C/L

C/ L

C/ L C/

C/L

C /L

C/ L

C /L

C/ L

C/L

C /L

C/L C/L

C /L

C/L

4" GV

6" GV

4" GV

6" GV

POND #4

W W

I P

6" D

POND #7

WATER SURFACE

ELEVATION: 860.0'

POND #8

WATER SURFACE

ELEVATION: 856.5'

POND #3

WATER SURFACE

ELEVATION: 859.0'

POND #2

WATER SURFACE

ELEVATION: 865.0'

LOD

DLOD

LOD

DLO

C/L

C /L

/LC

C/L

C /L

C/LC/L

C/L C /L

C/L

C/L C/L C/L C/L

C /L

C/ L

C /L

C/L C/L

C/L

C /L

4" G

6" G

4" G

" G

4" GV

6" GV

S O

L I C

I T

A T

I O

F I

D W

C K

D E

S I G

N E

2 3

4 5

M A

R K

A P

P R

D A

T E

F I

B E

S I Z

S U

B M

I T

T E

P L O

C A

L E

L O

A T

D A

T E

M A

R K

C O

N T

R A

SHEET

IDENTIFICATION

D A

T E

A P

P R

F I

E x F

Y c a d b i m c a d C d w g

L O

T T

E D

T h u r s d a y

M a r c h

F I

E x F

Y c a d b i m c a d C d w g

L O

T T

E D

T h u r s d a y

M a r c h

A N

S I

D E

S C

R I P

T I O

N D

E S

C R

I P

T I O

U S

E P

A R

T M

E N

T E

R I O

F I S

L D

L I F

E R

V I C

D I V

I S

I O

N G

I N

E E

R I N

A T

L A

N T

E O

R G

I A

D E

S I G

E P

L A

C E

M E

T L

E S

W a r i n t i o n a l

F i s h

H a t c h e r y

F W

O R

R D

P O

J E r k w a y

L a n e

P e a c h t r e e

C o r n e r s

S u i

P h o n e

95% SUBMITTAL

I N

G L

O N

Z A

L E

Z D

E C

K I E

A I O

C C

SITE, GRADING, & UTILITY PLAN

SCALE: 1" = 50'

0 25' 50' 100' 150'

SITE, GRADING, & UTILITY PLAN

SCALE: 1" = 50'

0 25' 50' 100' 150'

A1/C-112

C-111

S I T

R A

D I N

I L

I T

L A

SHEET KEYNOTES

1. PROPOSED FISH KETTLE LOCATION - TYPE 1 (SEE A1/C-401).

2. PROPOSED FISH KETTLE LOCATION - TYPE 2 (SEE A2/C-401)

GENERAL SHEET NOTES

A. REFER TO SHEETS C-001 FOR CIVIL GENERAL NOTES AND C-002

FOR CIVIL LEGENDS AND ABBREVIATIONS.

B. THIS SHEET IS PART OF A MULTI-SHEET SET OF CONSTRUCTION

PLANS AND SHALL BE READ WITH THE FULL SET TO BEST ENSURE

PROPER INTERPRETATION.

C. FINISHED GRADE TO MATCH EXISTING GRADE.

A3/C-112

A2/C-112

B3/C-112

B2/C-112

C3/C-112

C2/C-112

B1/C-112

C1/C-112

C/L

LEGEND

CONSTRUCTION LIMITS

REPLACE KETTLE IN THIS POND

LOD

LIMITS OF DISTURBANCE

AutoCAD SHX Text

6" PVC

AutoCAD SHX Text S

AutoCAD SHX Text

AutoCAD SHX Text 850.32

AutoCAD SHX Text 850.05

AutoCAD SHX Text 849.02

AutoCAD SHX Text 850.10

AutoCAD SHX Text 850.14

AutoCAD SHX Text 854.54

AutoCAD SHX Text 854.55

AutoCAD SHX Text 854.37

AutoCAD SHX Text 854.35

AutoCAD SHX Text 850.05

AutoCAD SHX Text 853.96

AutoCAD SHX Text 854.13

AutoCAD SHX Text 854.17

AutoCAD SHX Text 851.89

AutoCAD SHX Text 851.93

AutoCAD SHX Text 857.52

AutoCAD SHX Text 857.57

AutoCAD SHX Text 857.53

AutoCAD SHX Text 857.76

AutoCAD SHX Text 852.02

AutoCAD SHX Text 857.79

AutoCAD SHX Text 857.71

AutoCAD SHX Text 850.78

AutoCAD SHX Text 850.40

AutoCAD SHX Text 850.37

AutoCAD SHX Text 849.28

AutoCAD SHX Text 854.75

AutoCAD SHX Text 854.78

AutoCAD SHX Text 854.70

AutoCAD SHX Text 854.72

AutoCAD SHX Text 853.92

AutoCAD SHX Text 854.13

AutoCAD SHX Text 850.96

AutoCAD SHX Text 854.51

AutoCAD SHX Text 854.54

AutoCAD SHX Text 854.59

AutoCAD SHX Text 851.18

AutoCAD SHX Text 850.46

AutoCAD SHX Text 853.63

AutoCAD SHX Text 852.38

AutoCAD SHX Text 853.56

AutoCAD SHX Text 857.28

AutoCAD SHX Text 857.33

AutoCAD SHX Text 856.73

AutoCAD SHX Text 853.85

AutoCAD SHX Text 853.56

AutoCAD SHX Text 857.29

AutoCAD SHX Text 856.95

AutoCAD SHX Text S

I P

LOD

LODLODLODLOD

LOD

LODLOD

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C/L C/L C/L

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LODLOD

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LOD LOD LOD

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6" GV

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D A

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Y c a d b i m c a d C d w g

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T h u r s d a y

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F i s h

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F W

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C o r n e r s

S u i

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95% SUBMITTAL

I N

G L

O N

Z A

L E

Z D

E C

K I E

A I O

C C

Know what's below.

before you dig.Call Dial 811

Or Call 800-282-7411 C-112

E N

L A

R G

R A

D I N

I L

I T

P L

A N

SHEET KEYNOTES

1. EXISTING DIP STORM SEWER PIPE (VARIOUS SIZES,

FIELD-VERIFY).

2. PROPOSED 6" PVC SCH 80 WATER PIPE.

3. PROPOSED 6" VERTICAL GATE VALVE ASSEMBLY (SEE

DETAIL A2/C-502).

4. PROPOSED 4" PVC SCH 80 WATER PIPE.

5. PROPOSED 4" GATE VALVE.

6. VALVE PIT (SEE DETAIL A3/C-502).

7. EXISTING SANITARY SEWER MANHOLE.

GENERAL SHEET NOTES

A. REFER TO SHEETS C-001 FOR CIVIL GENERAL NOTES AND C-002

FOR CIVIL LEGENDS AND ABBREVIATIONS.

B. THIS SHEET IS PART OF A MULTI-SHEET SET OF CONSTRUCTION

PLANS AND SHALL BE READ WITH THE FULL SET TO BEST ENSURE

PROPER INTERPRETATION.

C. FINISHED GRADE TO MATCH EXISTING GRADE.

D. REFER TO STRUCTURAL DRAWINGS FOR ADDITIONAL DETAILS.

ENLARGED SITE, GRADING,

& UTILITY PLAN - POND 10

SCALE: 1" = 10'

0 5' 30'20'10'

ENLARGED SITE, GRADING,

& UTILITY PLAN - POND 14

SCALE: 1" = 10'

0 5' 30'20'10'

ENLARGED SITE, GRADING,

& UTILITY PLAN - POND 15

SCALE: 1" = 10'

0 5' 30'20'10'

ENLARGED SITE, GRADING,

& UTILITY PLAN - POND 16

SCALE: 1" = 10'

0 5' 30'20'10'

ENLARGED SITE, GRADING,

& UTILITY PLAN - POND 9

SCALE: 1" = 10'

0 5' 30'20'10'

ENLARGED SITE, GRADING,

& UTILITY PLAN - POND 8

SCALE: 1" = 10'

0 5' 30'20'10'

ENLARGED SITE, GRADING,

& UTILITY PLAN - POND 7

SCALE: 1" = 10'

0 5' 30'20'10'

ENLARGED SITE, GRADING,

& UTILITY PLAN - POND 3

SCALE: 1" = 10'

0 5' 30'20'10'

ENLARGED SITE, GRADING,

& UTILITY PLAN - POND 2

SCALE: 1" = 10'

0 5' 30'20'10'

KETTLE TOWER HEIGHT

(OUTFALL INVERT TO

TOP OF GRATING)

POND # PROPOSED HEIGHT

7'-0" DEEP

6'-0" DEEP

8'-0" DEEP

6'-0" DEEP

7'-0" DEEP

6'-0" DEEP

NOTE: CONTRACTOR TO

FIELD-VERIFY TOWER

HEIGHT WITH COR BEFORE

SETTING CONCRETE FORMS.

M A

T C

H L

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H L

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C/L

LEGEND

CONSTRUCTION LIMITS

REPLACE KETTLE IN THIS POND

LOD

LIMITS OF DISTURBANCE

AutoCAD SHX Text S

AutoCAD SHX Text 850.40

AutoCAD SHX Text 850.37

AutoCAD SHX Text 849.28

AutoCAD SHX Text 854.75

AutoCAD SHX Text 854.78

AutoCAD SHX Text 854.70

AutoCAD SHX Text 854.72

AutoCAD SHX Text 853.92

AutoCAD SHX Text 854.13

AutoCAD SHX Text 850.96

AutoCAD SHX Text 854.51

AutoCAD SHX Text 854.54

AutoCAD SHX Text 854.59

AutoCAD SHX Text 851.18

AutoCAD SHX Text 850.46

AutoCAD SHX Text 851.89

AutoCAD SHX Text 851.93

AutoCAD SHX Text 857.52

AutoCAD SHX Text 857.57

AutoCAD SHX Text 857.53

AutoCAD SHX Text 857.76

AutoCAD SHX Text 852.02

AutoCAD SHX Text 857.79

AutoCAD SHX Text 857.71

AutoCAD SHX Text 850.78

AutoCAD SHX Text S

AutoCAD SHX Text 850.32

AutoCAD SHX Text 850.05

AutoCAD SHX Text 849.02

AutoCAD SHX Text 850.10

AutoCAD SHX Text 850.14

AutoCAD SHX Text 854.54

AutoCAD SHX Text 854.55

AutoCAD SHX Text 854.37

AutoCAD SHX Text 854.35

AutoCAD SHX Text 850.05

AutoCAD SHX Text 853.96

AutoCAD SHX Text 854.13

AutoCAD SHX Text 854.17

AutoCAD SHX Text

6" PVC

AutoCAD SHX Text 853.63

AutoCAD SHX Text 852.38

AutoCAD SHX Text 853.56

AutoCAD SHX Text 857.28

AutoCAD SHX Text 857.33

AutoCAD SHX Text 856.73

AutoCAD SHX Text 853.85

AutoCAD SHX Text 853.56

AutoCAD SHX Text 857.29

AutoCAD SHX Text 856.95

AutoCAD SHX Text

AutoCAD SHX Text 853.40

AutoCAD SHX Text 853.35

AutoCAD SHX Text 853.12

AutoCAD SHX Text 854.26

AutoCAD SHX Text 857.62

AutoCAD SHX Text 857.47

AutoCAD SHX Text 854.23

AutoCAD SHX Text 857.09

AutoCAD SHX Text 857.19

AutoCAD SHX Text 855.66

AutoCAD SHX Text 857.02

AutoCAD SHX Text 852.25

AutoCAD SHX Text 857.04

AutoCAD SHX Text 861.71

AutoCAD SHX Text 861.97

AutoCAD SHX Text 866.40

AutoCAD SHX Text 866.38

AutoCAD SHX Text 859.02

AutoCAD SHX Text 858.94

AutoCAD SHX Text 859.28

AutoCAD SHX Text 859.29

AutoCAD SHX Text 861.75

AutoCAD SHX Text 860.07

AutoCAD SHX Text 859.98

AutoCAD SHX Text 859.58

AutoCAD SHX Text 859.91

AutoCAD SHX Text 859.57

AutoCAD SHX Text 859.18

AutoCAD SHX Text 856.60

AutoCAD SHX Text 856.10

AutoCAD SHX Text 855.53

AutoCAD SHX Text 855.71

AutoCAD SHX Text 854.56

AutoCAD SHX Text S

4" GV

6" GV

4" GV

6" GV

4" GV

6" GV

4" GV

6" GV

4" GV

6" GV

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A I O

C C

Know what's below.

before you dig.Call Dial 811

Or Call 800-282-7411

TYPES OF KETTLE - TYPE 1

SCALE: 1" = 5'

0 2.5' 5' 10' 15'

C-401

T Y

P E

E T

T L

GENERAL SHEET NOTES

A. REFER TO SHEETS C-001 FOR CIVIL GENERAL NOTES AND C-002

FOR CIVIL LEGENDS AND ABBREVIATIONS.

B. THIS SHEET IS PART OF A MULTI-SHEET SET OF CONSTRUCTION

PLANS AND SHALL BE READ WITH THE FULL SET TO BEST ENSURE

PROPER INTERPRETATION.

C. REFER TO STRUCTURAL DRAWINGS FOR ADDITIONAL DETAILS.

D. SEE TABLE C-401 FOR SPECIFIC ELEVATIONS. CONTRACTOR SHALL

FIELD-VERIFY ALL ELEVATIONS BEFORE SETTING CONCRETE

FORMS.

E. SLUICE VALVE AND SCREENS TO BE FABRICATED PER DESIGN OF:

DUNAVENT METAL WORKS

PHONE # 252.338.6533

PHYSICAL ADDRESS: 207 US HWY 158, EAST CAMDEN, NC 27921

MAILING ADDRESS: PO BOX 28, CAMDEN, NC 27921

TYPES OF KETTLE - TYPE 2

SCALE: 1" = 5'

0 2.5' 5' 10' 15'

10 @ 13.5" = 11'-3"

STAIR DETAIL

SHEET KEYNOTES

1. TIE INTO EXISTING STORM SEWER OUTFALL. MATCH

INVERT.

2. 6-INCH THICK CONCRETE APRON.

3. 6-INCH RADIUS AT END OF CENTER WALL.

5'-0" ABOVE ACCESS

APRON/SLOT SCREEN

ELEVATION

1.25'

5.00'

3.00'

1.25'

13.50'6.50'

1.75'

3.00'

27.75'

ANATOMY OF THE KETTLE

SCALE: 1" = 5'

0 2.5' 5' 10' 15'

CROWDER

SCREEN

DRAIN SCREEN

SLOT

SCREEN

OVERFLOW SCREEN

TRASH SCREEN

ACCESS

APRON

4" FILL LINE

6" FILL LINE

ACCESS

APRON

OUTLET

CONTROL

STRUCTURE

ACCESS STAIRS

SLOT SCREEN

SLUICE

GATE

1.25'

3.00'

1.25'

8.50'

22.75'

5.00'

6.50'

1.75'

3.00'

*0.76'

5.00'

0.00'

*0.54'

*0.64'

2.00'

3% SLOPE

1% SLOPE

P E

S L

O P

H A

N G

3.75' 4.75'

5.00'

SLOPE

2.00'

EXISTING

PIPE

INVERT

0.00'

*0.76'

2.00'

P E

S L

O P

H A

N G

0.00'

2.00'

1% SLOPE

3% SLOPE

2.00'

5.00'

0.00'

EXISTING

PIPE

INVERT

*0.93'

*0.66'

NOTE:

1. ELEVATIONS MARKED WITH (*) ON FLOOR OF THIS SHEET ARE RELATIVE

TO THE EXISTING OUTFALL PIPE INVERT.

2. ELEVATIONS MARKED IN WALL OF THIS SHEET ARE RELATIVE TO SLOT

INVERT ELEVATION SHOWN AS 0.00'.

NOTE:

1. ELEVATIONS MARKED WITH (*) ON FLOOR OF THIS SHEET ARE RELATIVE

TO THE EXISTING OUTFALL PIPE INVERT.

2. ELEVATIONS MARKED IN WALL OF THIS SHEET ARE RELATIVE TO SLOT

INVERT ELEVATION SHOWN AS 0.00'.

3.00' 3.00'

TABLE C-401

PROPOSED ELEVATIONS

POND

PIPE

INVERT

ACCESS

APRON

LOWER

WALL

TOP OF

GRATING

2 859.24 861.71 863.71 866.71

3 853.36 854.56 856.56 859.56

7 855.03 855.50 857.50 860.50

8 851.13 852.25 854.25 857.25

9 847.88 849.08 851.08 854.08

10 847.68 849.28 851.28 854.28

14 849.69 850.78 852.78 855.78

15 847.75 849.02 851.02 854.02

16 851.53 852.38 854.38 857.38

13.5"

2.00'2.00'

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F W

O R

R D

P O

J E r k w a y

L a n e

P e a c h t r e e

C o r n e r s

S u i

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95% SUBMITTAL

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A I O

C C

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A I L

C-501

NOTCH FOOTING

FOR PIPE SLEEVE

PIPE SLEEVE SIZED FOR 8" CARRIER PIPE. USE LINK SEAL OR APPROVED EQUAL

WATER-TIGHT SEAL BETWEEN SLEEVE AND PIPE.

WELDED STEEL SERRATED GRATING OR APPROVED EQUAL

150-LB LIVE LOAD (SEE "GRATING" NOTES ON THIS SHEET)

OVERFLOW SCREEN TYPE "A" NOTCH

(SEE DETAIL B3 ON THIS SHEET)

TOP OF WALL (MEASURED FROM

OUTFALL DRAIN INVERT)

FOOTER

OUTFALL DRAIN INVERT

1' - 6"

SLOPPED

CONCRETE

TOPPING

NOTE 3

NOTE 2

NOTE 1

NOTES FOR KETTLE DETAILS:

WEIR SCREENS AND DAM BOARDS (FOR EACH PONDS)

PROVIDE THE FOLLOWING ITEMS IN THE QUANTITIES SHOWN PER KETTLE:

SCREENS FOR KETTLE TYPE 1 (SEE DETAIL B1 THIS SHEET):

TYPE OF SCREEN # OF SCREENS LENGTH HEIGHT SIZE OF PERFORATION

CROWDER 6 5'-11" 24" 1/8" @ 3/16" STAGGERED (40% OPEN AREA)

DRAIN 3 3'-7" 24" 5/32" @ 7/32" STAGGERED (46% OPEN AREA)

SLOT 3 3'-3" 12" 1/4" @ 3/8" STAGGERED (40% OPEN AREA)

DRAIN 3 3'-7" 24" 3/8" @ 9/16" STAGGERED (40% OPEN AREA)

CROWDER 6 5'-11" 24" 3/8" @ 9/16" STAGGERED (40% OPEN AREA)

SLOT 3 3'-3" 12" 3/4" @ 1" STAGGERED (51% OPEN AREA)

OVERFLOW 1 3'-7" 12" 1" @ 1-1/4" STAGGERED (58% OPEN AREA)

DRAIN (TRASH) 3 3'-7" 24" 1" @ 1-1/4" STAGGERED (58% OPEN AREA)

CROWDER 6 5'-11" 24" 1" @ 1-1/4" STAGGERED (58% OPEN AREA)

SCREENS FOR KETTLE TYPE 2 (SEE DETAIL B1 THIS SHEET):

TYPE OF SCREEN # OF SCREENS LENGTH HEIGHT SIZE OF PERFORATION

CROWDER 6 5'-11" 24" 1/8" @ 3/16" STAGGERED (40% OPEN AREA)

DRAIN 3 3'-7" 24" 5/32" @ 7/32" STAGGERED (46% OPEN AREA)

SLOT 2 3'-3" 12" 1/4" @ 3/8" STAGGERED (40% OPEN AREA)

DRAIN 3 3'-7" 24" 3/8" @ 9/16" STAGGERED (40% OPEN AREA)

CROWDER 6 5'-11" 24" 3/8" @ 9/16" STAGGERED (40% OPEN AREA)

SLOT 2 3'-3" 12" 3/4" @ 1" STAGGERED (51% OPEN AREA)

OVERFLOW 1 3'-7" 12" 1" @ 1-1/4" STAGGERED (58% OPEN AREA)

DRAIN (TRASH) 3 3'-7" 24" 1" @ 1-1/4" STAGGERED (58% OPEN AREA)

CROWDER 6 5'-11" 24" 1" @ 1-1/4" STAGGERED (58% OPEN AREA)

SLUICE GATE AND GRATING NOTES

1. SLUICE GATE SHALL BE AS FOLLOWS:

1.1. SLUICE GATE INVERT TO BE FLUSH WITH FLOOR INVERT.

1.2. FRAME, GUIDES AND & SUPPORTS: 316 STAINLESS STEEL OR 5052 ALUMINUM

1.3. SLIDE (BLADE): FABRICATED NEW FROM 316 STAINLESS STEEL OR 5052 ALUMINUM.

1.4. CONNECTORS: 316 STAINLESS STEEL

1.5. GATE SHALL BE BOLTED TO 316 STAINLESS STEEL WALL THIMBLE, CAST-IN-PLACE IN BAFFLE AND TAPPED FOR STUDS.

1.6. ACME THREADED STEM 316 STAINLESS STEEL 1.25"

2. GRATING:

2.1. SELECT MATERIAL THAT IS SERVICEABLE FOR NOT LESS THAN 5 YEARS.

2.2. OSHA COMPLIANCE: ALL GRATING INSTALLATIONS MUST COMPLY WITH OSHA STANDARDS FOR WALKING, WORKING

SURFACES, AND FEDERAL SPECIFICATION RR-G-1602D.

2.3. SEE STRUCTURAL DRAWINGS FOR ADDITIONAL INFORMATION.

NOTES:

1. SLIUCE GATE SIMILAR TO A "GATOR GATE." PROVIDE NEW FABRICATED GATE, FRAME, SHAFT, ACCESSORIES AND ALL APPLICABLE MOUNTING HARDWARE. OPERATING NUT SHALL BE 2" SQUARE. ALL FABRICATED

COMPONENTS TO BE 316 STAINLESS STEEL OR 5052 ALUMINUM.

2. NOTCH TOPPING AND/OR FOOTER FOR SLIDE GATE INSTALLATION PER MANUFACTURER. FILL WITH NON-SHRINK GROUT SUCH THAT INVERT IS FLUSH AFTER GROUTING. GATE SHALL SEAL WATER-TIGHT AT INVERT.

3. TAPPED WALL THIMBLE.

NO SCALE

SCREEN

NO SCALE

1. PROVIDE FABRICATED SCREENS IN THE QUANTITIES AND SIZES REQUIRED ON THIS

SHEET.

2. FRAME COMPONENTS, CONNECTORS, AND SCREEN MESH TO BE 5052 ALUMINUM.

3. FRAME CONSTRUCTION TO BE SIMILAR TO IMAGE AND BE 1-12" x 1-12" ANGLE MITER

WELDED AT CORNERS.

4. SCREEN MESH TO BE SECURED USING 3 4" BAR STOCK AND 3 8" DIAMETER

CONNECTORS SPACED AT 8" MAX. O.C.

5. SCREEN MESH TO BE OF SIMILAR PATTERN AS IMAGE WITH APPARENT OPENING

SIZES AS LISTED ON THIS SHEET.

KETTLE SLIDE GATE

MINIMUM 6" COMPACT STONE

(GDOT ABC)

OUTFALL DRAIN INVERT: 0.00'

* FLOOR VARIES

SEE SHEET C-401

NOTE:

1. ELEVATIONS MARKED "*" IN VIEW ABOVE ARE RELATIVE TO OUTFALL INVERT ELEVATION SHOWN AS 0.00'. SEE SITE PLANS NAVD88 ELEVATIONS FOR KETTLE TOP AND DRAIN INVERT ELEVATIONS.

2. SEE STRUCTURAL PLANS FOR ADDITIONAL REQUIREMENTS.

3. SEE SITE PLANS FOR INVERT ELEVATIONS AND KETTLE LAYOUT.

4. FINAL LOCATIONS FOR 4" AND 6" FILL VALVES SHALL BE COORDINATED WITH THE OWNER PRIOR TO INSTALLATION.

5. WATER PIPING SHALL BE PVC SCHEDULE 80 UNLESS OTHERWISE DETAILED.

6. OPERATING NUT FOR BOTH WATER FILL VALVES AND EFFLUENT SLIDE GATE SHALL BE STANDARD 2" SQUARE SIZE. PROVIDE A TOTAL OF FIVE (5) 4-FOOT LONG VALVE KEY WRENCHES.

7. TIE-IN SHOWN FROM EXISTING WATER DISTRIBUTION AND DRAIN TRUNK.

8. ALL BOLTS, NUTS, AND CONNECTORS FOR ABOVE GROUND PIPE VALVES AND FITTINGS SHALL BE 316 STAINLESS STEEL.

4" MIN.

4" GATE VALVE (GV) WITHOUT VALVE

STEM AND WHEEL (6" GV BEHIND)

SUITABLY MOUNT TO TOP OF WALL

USING STAINLESS STEEL BRACKETS

AND CONNECTORS

(SEE DETAIL A2/C-501)

WALL

4" PVC PIPE

4" BLIND FLANGE TAPPED

FOR 4" PIPE

4" 90° BEND

PVC PIPE

NOTES:

1. STAINLESS STEEL STRUT CLAMP FOR PIPE SIZE INDICATED. SECURE STRUT TO WALL WITH 2 EACH 4" LONG x

"Ø STAINLESS STEEL WEDGE

ANCHORS. CONTRACTOR MAY SUBMIT FABRICATED STAINLESS STEEL SUPPORT SYSTEM IN LIEU OF STRUT CLAMP FOR APPROVAL.

2. SECURE 4" VERTICAL PIPE TO WALL. USE STAINLESS STEEL STANDON MODEL C92 ADJUSTABLE PIPE SADDLE CLAMP SUPPORT OR APPROVED

EQUAL. SECURE TO WALL WITH STAINLESS STEEL WEDGE ANCHORS. CONTRACTOR MAY SUBMIT FABRICATED STAINLESS STEEL PIPE

SUPPORT SYSTEM IN LIEU OF MANUFACTURED FOR APPROVAL.

3. USE SCHEDULE 80 PVC PIPE FOR ALL NEW WATER SERVICE.

TYPICAL ELEVATION VIEW AT KETTLE

NO SCALE

WATER SERVICE PIPE DETAIL

NO SCALE

NOTCH DETAILS AT

WEIRS & SCREENS

NO SCALE

TYPE "A" NOTCH

NOTES:

1. ALUMINUM CHANNEL FULL-LENGTH OF CHANNEL NOTCH. SEE

STRUCTURAL DRAWINGS FOR ADDITIONAL INFORMATION.

DRAIN SCREEN TYPE "A" NOTCH

(SEE DETAIL B3 ON THIS SHEET)

* TOP OF FOOTING: -2.00'

* SLOT INVERT

SEE SHEET C-401

* TOP OF CHANNEL WALLS

SEE SHEET C-401

* TOP OF BACK WALL

SEE SHEET C-401

TRASH SCREEN TYPE "A" NOTCH

(SEE DETAIL B3 ON THIS SHEET)

1-1/2" WIDE x 3/4" DEEP NOTCH ON BACK AND SIDE WALLS

3'-3" GRATE SPAN

3'-0" CLEAR SPAN

SLUICE GATE FABRICATED BY DUNAVANT METAL WORKS OR APPROVED EQUAL

EXISTING

OUTFALL DRAIN

PROPOSED

OUTFALL DRAIN

MATCH EXISTING

PIPE INVERT

PVC

SEE DETAIL

A3 THIS

SHEET

SOCKET x PE

22.5° BEND

(+/-) 2' AFF

SIDE WALL

NON-FIXED

90-DEGREE

ELBOW

6" FILL LINE,

TYP.

FOOTING, SEE

STRUCTURAL

DRAWINGS

MINIMUM 12" COMPACTED

STONE (GDOT ABC)

MINIMUM 12" COMPACTED

STONE (GDOT ABC)

ROAD WIDTH VARIES

8" GDOT ABC OVER

COMPACTED SUBGRADE

MATCH EXISTING SLOPE

4" AND 6" MECHANICAL JOINT (MJ) 22.5° BENDS

3.5' SHOULDER

SLOPE VARIES

6" GATE VALVE

SEE DETAIL A2/C-502

MINIMUM 12" COMPACTED

STONE (GDOT ABC)

EXISTING

WATER MAIN

VALVE PIT

SEE DETAIL

A3/C-502

L I C

I T

A T

I O

F I

D W

C K

D E

S I G

N E

2 3

4 5

M A

R K

A P

P R

D A

T E

F I

B E

S I Z

S U

B M

I T

T E

P L O

C A

L E

L O

A T

D A

T E

M A

R K

C O

N T

R A

SHEET

IDENTIFICATION

D A

T E

A P

P R

F I

E x F

Y c a d b i m c a d C d w g

L O

T T

E D

T h u r s d a y

M a r c h

F I

E x F

Y c a d b i m c a d C d w g

L O

T T

E D

T h u r s d a y

M a r c h

A N

S I

D E

S C

R I P

T I O

N D

E S

C R

I P

T I O

U S

E P

A R

T M

E N

T E

R I O

F I S

L D

L I F

E R

V I C

D I V

I S

I O

N G

I N

E E

R I N

A T

L A

N T

E O

R G

I A

D E

S I G

E P

L A

C E

M E

T L

E S

W a r i n t i o n a l

F i s h

H a t c h e r y

F W

O R

R D

P O

J E r k w a y

L a n e

P e a c h t r e e

C o r n e r s

S u i

P h o n e

95% SUBMITTAL

I N

G L

O N

Z A

L E

Z D

E C

K I E

A I O

C C

PROPOSED WATERLINE CONNECTION

TO EXISTING WATERLINE

NO SCALE

VERTICAL GATE VALVE ASSEMBLY

NO SCALE

NEW GATE VALVE

NEW 90° TEE

SEE SPECIFICATION SECTION

FOR CONNECTIONS

NOTES:

1. VERTICAL GATE VALVE ASSEMBLY SHOULD BE FULL BODY DUCTILE IRON.

2. GATE VALVE SHALL BE CONSTRUCTED OF DUCTILE IRON AND SHALL BE FULLY ENCAPSULATED

WITH STYRENE-BUTADIENE RUBBER (SBR) OR ETHYLENE PROPYLENE DIENE MONOMER (EPDM)

RUBBER.

3. VALVE BODY AND VALVE HAND WHEEL SHALL BE MADE OF DUCTILE IRON.

4. VALVE STEM SHALL BE MADE OF BRONZE IN ACCORDANCE WITH AWWA C509.

5. GATE VALVES SHALL BE NON-RISING STEM TYPE WITH RESILIENT SEATED GATE VALVE UNLESS

OTHERWISE SPECIFIED. VALVES SHALL OPEN LEFT.

6. GATE VALVES SHALL HAVE IDENTIFYING MARK OF THE MANUFACTURER, YEAR OF MANUFACTURE

AND PRESSURE RATING CAST ON THE VALVE BODY.

7. POLYWRAP SHOULD BE 8.0 MIL THICK INSTALLED PER ANSI/AWWA C105/A21.5.

8. VALVE PIT REQUIRED IN SOIL WITH ELECTRICAL RESISTIVITY OF LESS THAN 30,000 OHM-CM. NO

SOIL SHALL TOUCH METAL WITHIN THE VALVE PIT, OTHERWISE, CATHODIC PROTECTION REQUIRED.

VALVE SIZEDIMENSION

9.25

2" 4" 6" 8" 10" 12"

13.91 17.12 20.47 24.06 27.59

10.22

8.25 10.00 10.50 11.50 12.50 13.59

N/A N/A N/A N/A N/A

3.25 5.00 5.50 6.50 7.50 8.50

7.00 9.00 10.50 11.50 13.00 14.00

12.00 15.88 16.50 18.00 19.75

13.00 15.88 17.50 18.75 19.75

9.50 10.50 12.38 13.62 14.38

11.00 13.19 14.50 15.88 16.88

10.75 13.00 15.88 17.50

6.25

9 14 20 26 32 38

END TO END - MJ/MJ

LAY LENGTH - MJ/MJ

END TO END - FL/FL (CLASS 125)

END TO END - FL/FL (CLASS 250)

END TO END - TY/TY

END TO END - FL/MJ (CLASS 125)

END TO END - FL/TY (CLASS 125)

END TO END - PVC/PVC

END TO END - THREADED

NO. OF TURNS TO OPEN

N/A

N/AN/AN/AN/AN/A

N/AN/A

14" 16" 18" 20" 24"

N/A N/A N/A N/A N/A

33.25 36.75 39.62 43.25 51.25

20.50

13.50

15.00

18.50

N/A

17.75

N/A

20.88

13.88

16.00

21.00

N/A

18.44

23.00

16.00

17.00

22.00

20.00

23.50

16.50

18.00

24.00

20.75

25.62

18.62

20.00

26.38

22.81

N/A

50 56 62 76

N/A N/A N/A

VALVE PIT WITH COVER

NO SCALE

NOTE:

1. VALVE PIT REQUIRED IN SOIL WITH ELECTRICAL RESISTIVITY OF LESS THAN 30,000 OHM-CM. NO SOIL SHALL TOUCH METAL WITHIN THE VALVE PIT, OTHERWISE, CATHODIC PROTECTION REQUIRED.

C-502

C O

N S

T R

U C

T I O

E T

A I L

AutoCAD SHX Text NOTES: 1. ALL FITTINGS SHALL BE MEGALUG OR APPROVED ALL FITTINGS SHALL BE MEGALUG OR APPROVED EQUAL. 2. "DEAD-MAIN" BLOCK TO BE POURED A MINIMUM "DEAD-MAIN" BLOCK TO BE POURED A MINIMUM OF 24-HOURS IN ADVANCE. WATER SERVICE INSPECTOR WILL DIRECT WHEN WATER MAIN MAY BE CUT. 3.

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File details come from the government source that posted it. Updated Aug 24, 2022.