Combined_Drawings.pdf

PDF 15 MB Posted Apr 5, 2019

Attached to: Repair Base Water Lines and Hydrants Federal contract opportunity
Solicitation number: FA4418-19-R-A017
Issued by: Department of the Air Force Air Mobility Command

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FA4418-19-R-A022 Drawings

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File	Type	Posted
Site_Visit_Record_of_Attendance.pdf	PDF	May 1, 2019
Solicitation_Amendment_FA441819RA0220001_SF_30.pdf	PDF	May 1, 2019
Site_Visit_Questions_DKFX_04-10607_Repair_Base_Water_Lines_Hydrants_01_MAY_19.pdf	PDF	May 1, 2019
Solicitation_-_FA441819RA022.pdf	PDF	Apr 5, 2019
Wage_Determination_(Charleston_County).pdf	PDF	Apr 5, 2019
Specs.pdf	PDF	Apr 5, 2019
Green_Procurement_Form.pdf	PDF	Apr 5, 2019
Material_Submittal_(AF_Form_66).pdf	PDF	Apr 5, 2019

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B A

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E HILL BLVD

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BLDG 162

BLDG 697

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SITE LOCATION

SCALE: NOT TO SCALE

BASE LOCATION MAP

DKFX 04-10607 REPAIR BASE WATER LINES AND HYDRANTS

JOINT BASE CHARLESTON, SOUTH CAROLINA CHARLESTON AFB

OPPORTUNITY NO.: 1053778

OCTOBER 10, 2018

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DRAWING SIZE: ANSI D (22"x34")

PROJECT NO.

RECORD DRAWING DATE

SHEET

IF SHEET IS LESS THAN 22"x34" (ANSI D) IT IS A REDUCED PRINT, SCALE ACCORDINGLY.

320-C Midland Parkway, Summerville, SC, 29485

ENGINEERING | ARCHITECTURE

CEMS Project No: 15154O Project Manager: C. Hinson

300 N. 3rd St., Suite 110, Wilmington, NC, 28401

843.875.3637

910.363.1640

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BAIR AS

IN628TH

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DKFX 04-10607

10 OCT 2018

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10-09-18

G-001

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# OF SHEET NO. SHEET TITLE

GENERAL

1 G-001 COVER SHEET

INDEX OF DRAWINGS

Grand total: 21

CIVIL

2 G-002 LEGEND AND GENERAL NOTES

VF101

VF102

VF103

VF104

CS101

CS102

CS103

CS104

CU101

CU102

CU103

CU104

C-501

C-502

C-503

C-504

C-505

EXISTING TOPOGRAPHIC SURVEY - AREA A AND B

EXISTING TOPOGRAPHIC SURVEY - AREA C AND D

EXISTING TOPOGRAPHIC SURVEY - AREA E

EXISTING TOPOGRAPHIC SURVEY - AREA F

SITE AND EROSION CONTROL PLAN - AREA A AND B

SITE AND EROSION CONTROL PLAN - AREA C AND D

SITE AND EROSION CONTROL PLAN - AREA E

SITE AND EROSION CONTROL PLAN - AREA F

UTILITY PLAN - AREA A AND B

UTILITY PLAN - AREA C AND D

UTILITY PLAN - AREA E

UTILITY PLAN - AREA F

DETAILS

17 DETAILS

DETAILS

SCALE: NOT TO SCALE

OVERALL LAYOUT MAP

SITE LOCATION

3 G-003 OVERALL SITE AREA LAYOUT

C-506 DETAILS21

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DRAWING SIZE: ANSI D (22"x34")

PROJECT NO.

RECORD DRAWING DATE

SHEET

IF SHEET IS LESS THAN 22"x34" (ANSI D) IT IS A REDUCED PRINT, SCALE ACCORDINGLY.

320-C Midland Parkway, Summerville, SC, 29485

ENGINEERING | ARCHITECTURE

CEMS Project No: 15154O Project Manager: C. Hinson

300 N. 3rd St., Suite 110, Wilmington, NC, 28401

843.875.3637

910.363.1640

E W

BAIR AS

IN628TH

IRA D

MANCOM

IT Y

BIL

DKFX 04-10607

10 OCT 2018

D R

A W

I N

E V

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I O

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D E

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10-09-18

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G-002

1. SURVEY PROVIDED BY: MA ENGINEERING CONSULTANTS, INC.

2. HORIZONTAL DATUM: NAD 1983/2011(SC)

VERTICAL DATUM: NAVD 1988

3. SURVEY BASED ON PHYSICAL EVIDENCE FOUND ON MAY 2018.

4. UTILITY INFORMATION BASED ON OBSERVED INFORMATION, GEOPHYSICAL

LOCATING, AND GIS MAPPING.

5. BROKEN LINES INDICATE PROPERTY LINES NOT SURVEYED.

6. THE OFF-SITE RIGHT-OF-WAY/PROPERTY LINE SHOWN HEREON IS FOR

ILLUSTRATIVE PURPOSES ONLY. THE UNDERSIGNED CERTIFIES ONLY TO THE

RIGHT-OF-WAY/PROPERTY LINES SURVEYED, AND DOES NOT CERTIFY TO THE

RIGHT-OF-WAY WIDTH/PROPERTY LINE OF ANY ADJACENT PROPERTIES.

7. THE SUBJECT PROPERTY IS LOCATED WITHIN 2000' OF A HORIZONTAL NGS

MONUMENT.

8. HORIZONTAL COORDINATES BASED UPON STATIC AND RTK GPS OBSERVATIONS

USING SPECTRA PRECISION "SP 80" UNITS. THE BASE UNIT WAS SET UP ON MA

ENGINEERING CP #100 (STATIC). THE NETWORK POSITIONAL ACCURACY OF THE

RTK DERIVED POSITIONAL COORDINATES MEETS OR EXCEEDS THE CLASS A

HORIZONTAL POSITIONS. COORDINATES BASED UPON GEOID 12A NSRS 2011 AND

HAVE A 95% CONFIDENCE RATING. VERTICAL DATUM HAS BEEN ADJUSTED TO

NAVD '88.

9. PROPERTY MAY BE SUBJECT TO UNRECORDED RIGHT-OF-WAYS OR EASEMENTS

NOT OBSERVED.

10. THE CONTRACTOR IS HEREBY CAUTIONED THAT ALL SITE FEATURES SHOWN

HEREON ARE BASED ON FIELD OBSERVATIONS BY THE SURVEYOR AND BY

INFORMATION PROVIDED BY OTHERS. THE INFORMATION IS NOT TO BE RELIED

ON AS BEING EXACT OR COMPLETE. THE CONTRACTOR SHALL CONTACT "PUPS"

AT 811 OR (888) 721-7877) AND CONTRACTING OFFICER AT LEAST 48 HOURS

PRIOR TO COMMENCEMENT OF EXCAVATION OF DEMOLITION.

LEGEND:

BUILDING OUTLINE

ASPHALT PAVEMENT

CONCRETE PAVEMENT

CENTERLINE

CONTOUR

WATER LINE

STORM DRAIN LINE

UNDERGROUND ELECTRICAL

SEWER LINE

UNDERGROUND

TELECOMMUNICATION LINE

SCO

PAVEMENT MARKING

X X

FENCE LINE

SURVEY TRN

BENCHMARK

BOLLARD

SIGN

ELECTRICAL STRUCTURE

COMMUNICATIONS STRUCTURE

COMMUNICATIONS MANHOLE

WATER VALVE

GAS VALVE

HYDRANT

UTILITY POLE

GUY WIRE

WATER METER

DRAINAGE STRUCTURE

SEWER MANHOLE

DRAINAGE MANHOLE

GAS METER

CLEANOUT

SILT FENCE

EXISTING

NEW

FIRE HYDRANT

POST INDICATOR VALVE

PIV

UTILITY CAP

GATE VALVE

PIV

POST INDICATOR VALVE (PIV)

SANITARY SEWER = SS

STORM DRAINAGE = SD

POTABLE WATER = W

FIRE PROTECTION = F

STEAM = ST

POLYVINYL CHLORIDE PIPE = PVC

DUCTILE IRON PIPE = DIP

DUCTILE IRON = DI

RESTRAINED JOINT = RJ

HIGH DENSITY POLYETHYLENE = HDPE

FIRE HYDRANT = FH

EX TOP OF PAVEMENT = ETP

TOP OF PAVEMENT = TOP

TOP OF CURB = TOC

CONC = CONCRETE

S/W = SIDEWALK

ABBREVIATIONS: SURVEY NOTES:

TO BE DEMOLISHED

G DATUR

GAS LINE (RECORD)

TREE

LIGHT POLE

RIGHT OF WAY MOVEMENT

SHRUB

FIBER OPTICS LINE

CONCRETE CURB AND GUTTER

GUY WIRE

GENERAL NOTES:

1. CONTRACTOR TO CALL PUPS, 811 or (888) 721-7877, BEFORE ANY EXCAVATION AND COORDINATE WITH THE AIR FORCE BASE

(AFB) ON LOCATING REQUIREMENTS. SOUTH CAROLINA STATE LAW REQUIRES ANY ACTIVITY THAT RESULTS IN THE

MOVEMENT OR REMOVAL OF EARTH, ROCK OR OTHER MATERIALS IN OR ON THE GROUND REQUIRES THE EXCAVATOR TO

CONTACT THE UTILITY COMPANY OR ONE CALL CENTER WITH ADEQUATE INFORMATION REGARDING THE DIG. EACH

EXCAVATOR IS REQUIRED TO WAIT 72-HOURS OR 3 BUSINESS DAYS BEFORE STARTING THE DIGGING WORK.

2. SEE C-501 FOR ALL ADDITIONAL ENVIRONMENTAL REQUIREMENTS FOR JOINT BASE CHARLESTON AIR BASE (INCLUDING

GROUNDWATER MONITORING WELLS, INVESTIGATIVE-DERIVED WASTE, DEWATERING / CONTAMINATED GROUNDWATER, AND

CONTAMINATED SOIL AND DISPOSAL).

3. ALL DEMOLITION DEBRIS SHALL BE HAULED OFFSITE AND DISPOSED OF TO AN APPROVED FACILITY LICENSED AND

PERMITTED TO ACCEPT LIKE MATERIALS, AND FACILITY TO HAVE A STATE APPROVED EROSION CONTROL PLAN IN PLACE.

THE CONTRACTOR IS RESPONSIBLE TO REMOVE ALL UNUSED/EXCESS/UNSUITABLE SOILS FROM THE SITE. SEE C-501 FOR

ENVIRONMENTAL REQUIREMENTS.

4. CONTRACTOR TO HAVE STEEL PLATES AVAILABLE AT ALL TIMES FOR OPEN-CUT ROADS FOR A 65-TON CAPACITY DUE TO

MISSION REQUIREMENTS THAT MAY HALT CONSTRUCTION DUE TO UNSCHEDULED SHIPMENTS OF VEHICLES.

5. CONTRACTOR IS RESPONSIBLE FOR ALL WORKMANSHIP AND REPAIR OF ALL DAMAGE THAT IS NOT SHOWN ON THE PLANS, INCLUDING BUT NOT LIMITED TO ROADS, WALKS, RAILWAYS, ETC.

6. WATER INSTALLATION SHALL BE IN ACCORDANCE WITH "TEN STATES STANDARDS", S.C.D.H.E.C. REGULATIONS AND SOUTH

CAROLINA STATE PRIMARY DRINKING WATER REGULATION: R.61-58, SPECIFICALLY BUT NOT EXCLUDING:

a. THE REQUIREMENT IN ORDER TO PLACE PERMITTED CONSTRUCTION INTO OPERATION

b. BACTERIOLOGICAL AND CHLORINE RESIDUAL ANALYSES MUST BE PERFORMED BY A CERTIFIED LABORATORY

(REFERENCE: R.61-58.1, K.).

c. THAT DISINFECTION AND SAMPLING PROCEDURES MUST BE CONDUCTED IN ACCORDANCE WITH LATEST AWWA

STANDARD C651.

7. CONTRACTOR TO VERIFY EXISTING UTILITIES, MATERIALS, SIZES AND LOCATIONS, 1,000 LF IN ADVANCE, AND NOTIFY THE

CONTRACTING OFFICER OF ANY DISCREPANCIES BEFORE ORDERING MATERIALS.

8. THE GOVERNMENT MAY ALLOW UP TO 250 LINEAR FEET OF OPEN TRENCH EACH DAY DURING A NORMAL WORK WEEK.

CONTRACTOR IS REQUIRED TO FOLLOW ALL REQUIREMENTS WITHIN THE SPECIFICATIONS FOR FENCING AND OPEN

EXCAVATIONS

9. CONTRACTOR TO COORDINATE LOCATION/MARKING OF EXISTING SITE UTILITIES IN AREAS WHERE WORK IS CONDUCTED.

THE CONTRACTOR SHALL ADJUST THE GRADE OF PIPE WORK UP OR DOWN, OR SIDE TO SIDE TO MISS EXISTING UTILITIES AT

NO COST TO THE GOVERNMENT AS DIRECTED BY THE FIELD ENGINEER.

10. CONTRACTOR SHALL FIELD ADJUST MANHOLE RIMS, FIRE HYDRANTS, VALVES AND APPURTENANCES TO MATCH FINISHED

GROUND ELEVATIONS.

11. CONTRACTOR SHALL BE RESPONSIBLE FOR MAKING ALL TAPS AND NOTIFYING JBCHS AIR BASE. TAPS REQUIRING A SLEEVE

SHALL BE NO CLOSER TO A JOINT THAN 4 FEET.

12. ALL FIRE HYDRANTS SHALL BE APPROXIMATELY 6 FEET FROM THE EDGE OF PAVEMENT. LARGE PUMPER NOZZLE SHALL

FACE TOWARD PAVEMENT.

13. ALL EXISTING WATER LINES ARE TO BE ABANDONED IN PLACE. SOME MATERIAL MAYBE ASBESTOS CEMENT (TRANSITE) PIPE.

IF ASBESTOS CEMENT PIPE IS IDENTIFIED, STOP WORK, INFORM GOVERNMENT.

14. ROUGH GRADING SHALL BE DONE PRIOR TO INSTALLATION OF WATER MAINS. ALL AREAS DISTURBED BY THE

CONSTRUCTION OPERATIONS SHALL BE GRASSED.

15. SAW CUT AND REMOVE ALL EXISTING ASPHALT PAVEMENT, CONCRETE PAVEMENT, CONCRETE SIDEWALK, AND CONCRETE

CURB AND GUTTER AS NOTED ON PLANS. PROVIDE NEAT AND CLEAN JOINTS AT PAVEMENT TO REMAIN. CUTS SHALL BE

FULL DEPTH.

16. CONTRACTOR SHALL TAKE PRECAUTIONS TO AVOID DAMAGE TO TREES AND THEIR ROOT SYSTEMS.

17. CONTRACTOR SHALL MAINTAIN A MINIMUM 36" OF COVER OVER TOP OF PIPE.

18. ALL WATER LINES 4" AND LARGER TO BE RESTRAINED JOINT (RJ) PVC - C900 WITH RJ DUCTILE IRON FITTINGS AND THRUST

BLOCKING PER DETAILS UNLESS OTHERWISE NOTED.

19. ALL WATER LINES LESS THAN 4" TO BE RESTRAINED JOINT (RJ) PVC - SDR 17 WITH RJ DUCTILE IRON FITTINGS AND THRUST

BLOCKING PER DETAILS UNLESS OTHERWISE NOTED.

20. FIRE HYDRANT TO BE 3-WAY, ALL VALVES AND HYDRANTS SHALL OPEN CLOCKWISE.

21. FULL PIPE LENGTHS SHALL BE INSTALLED WHERE RESTRAINED JOINT PIPE IS SHOWN ON PLANS. CUTTING OF RESTRAINED

JOINT PIPE IS NOT ALLOWED.

22. ALL WATER AND SANITARY SEWER LINES MUST HAVE 10 FEET HORIZONTAL SEPARATION AND 18" MINIMUM VERTICAL

SEPARATION AT SANITARY SEWER LINE CROSSINGS. IF 18" VERTICAL SEPARATION CAN NOT BE PROVIDED, INSTALL 20 LF OF

(RJ) DUCTILE IRON PIPE (DIP), 10 LF EITHER SIDE OF CROSSING. THE LINE LAID LAST SHALL HAVE A FULL LENGTH OF PIPE

INSTALLED WITH ITS MIDPOINT VERTICALLY IN LINE WITH THE OTHER LINE AT NO LESS THAN A 45° ANGLE. WATER AND

SANITARY SEWER CROSSING ARE TO MEET ALL MINIMUM DESIGN CRITERIA FOR "TEN STATES STANDARDS" AND S.C.D.H.E.C.

REGULATIONS.

23. COORDINATE INSPECTION AND TESTING WITH CONTRACTING OFFICER. ALL NEW WATER LINES MUST BE INSTALLED, TESTED

AND PERMITS TO OPERATE OBTAINED FROM SCDHEC AND CONSTRUCTION CERTIFIED BEFORE ABANDONING EXISTING

WATER LINES.

24. CONTRACTOR TO COORDINATE WITH BASE CIVIL / ENVIRONMENTAL ENGINEER TO ENSURE ALL CONSTRUCTION ACTIVITIES

STAY CLEAR OF THE WETLANDS.

25. CONTRACTOR TO COORDINATE A CONSTRUCTION LAYDOWN AREA PRIOR TO THE BEGINNING OF CONSTRUCTION.

26. CONTRACTOR TO PROVIDE A TRAFFIC CONTROL PLAN SUBMITTED TO THE CONTRACTING OFFICER FOR APPROVAL IN

ACCORDANCE TO SCDOT REQUIREMENTS AND SPECIFICATIONS, AND JOINT BASE CHARLESTON AIR BASE.

CONSTRUCTION SEQUENCE:

1. OBTAIN COPY OF APPROVED EROSION CONTROL PERMIT AND OTHER

GRADING AND LAND DISTURBANCE PERMITS REQUIRED BY JBCHS, AIR

BASE.

2. INSTALL ALL EROSION CONTROL WHERE INDICATED ON THE PLANS.

CLEAR AND GRUB ONLY THE AREAS NECESSARY FOR INSTALLATION.

3. PROCEED WITH ANY NECESSARY PAVEMENT/DEMOLITION

REQUIREMENTS ONLY IN THE AREA OF WORK.

4. INSTALL, TEST AND STERILIZE NEW MAIN AND LATERALS, WHILE EXISTING

SERVICE IS STILL ACTIVE, OBTAIN ALL NECESSARY OPERATION PERMITS

FOR NEW MAINS.

5. IF NECESSARY, TRANSFER EXISTING METERS TO NEW METER BOXES

(SALVAGEABLE METER BOXES SHALL BE DELIVERED TO AIR BASE PUBLIC

WORKS). BLOW-OFF SERVICE AT HOSE BIB ON BUILDINGS ONLY IF

EXISTING METER HAS NO LOCK VALVE OR IS INOPERABLE.

6. SERVICE MAINS SIZES ARE UNKNOWN. CONTRACTOR TO VERIFY SIZES

BEFORE ORDERING MATERIAL AND MATCH EXISTING SIZES.

7. AFTER ALL SERVICES ARE TRANSFERRED TO THE NEW SYSTEM ON A

STREET, OR VALVE TO VALVE, CUT OFF VALVE ON EXISTING SYSTEM AND

ABANDON EXISTING MAINS IN PLACE.

8. SALVAGEABLE METER BOXES AND HYDRANTS SHALL BE DELIVERED TO

AIR BASE PUBLIC WORKS.

9. CONTRACTOR SHALL PROVIDE AS-BUILTS FOR REQUIRING PERMITS TO

OPERATE (AS REQUIRED BY SCDHEC) TO OWNER WITH ALL EXISTING OR

NEW SERVICES AND METERS PROPERLY LOCATED.

10. COMPLETE GRADING OPERATIONS AND GROUND COVER REQUIREMENTS.

11. MAINTAIN SEDIMENT TRAPPING DEVICES UNTIL SITE HAS BEEN

STABILIZED.

12. WHEN CONSTRUCTION IS COMPLETE AND THE GROUND COVER IS

ESTABLISHED, CALL FOR INSPECTION.

13. WHEN SITE IS APPROVED BY THE FACILITIES ENGINEER, REMOVE ALL

EROSION CONTROL AND PROVIDE ADDITIONAL GROUND COVER WHERE

NECESSARY.

SS DATUR

SEWER LINE (RECORD)

UE DATUR

UNDERGROUND ELECTRIC LINE (RECORD)

W DATUR

WATER LINE (RECORD)

TU DATUR

UNDERGROUND TELECOMMUNICATION LINE (RECORD)

INLET PROTECTION

TU DATUR

T U

D A

T U

A T

U R

T U

U R

TU DATUR

U R

T U

U R

T U

U R

T U

U R

TU DATUR

U R

T U

D A

T U

TU DATUR

U R

T U

D A

T U

D A

T U

U R

TU D

ATUR

U R

TU DATUR

U R

T U

D A

T U

U R

T U

D A

T U

TU DATUR

T U

U R

T U

D A

T U

D A

T U

U R

TU DATUR

U R

T U

D A

T U

D A

T U

U R

TU DATUR

T U

D A

T U

U R

T U

D A

T U

D A

T U

U R

T U

D A

T U

D A

T U

D A

T U

U R

TU DATUR

TU D

ATUR

U R

R T

A T

U R

T U

D A

T U

D A

T U

U R

TU DATUR

U R

TU DATUR

U R

T U

U E

D A

T U

U R

U E

D A

T U

U E

D A

T U

U E

D A

T U

U E

D A

T U

U R

U E

D A

T U

UE DATUR

U E

D A

T U

E D

A T

U R

UE DATUR

U E

D A

T U

UE DATUR

U R

UE DATUR

U R

U E

D A

T U

U E

D A

T U

U R

UE DATUR

U R

U E D

ATU

U E D

ATU

T U

UE DATUR

U E

D A

T U

G D

A T

D A

T U

A T

T U

G D

A T

G D

ATUR

G DATUR

A T

U R

A T

U R

A T

U R

A T

U R

A T

U R

A T

U R

A T

D A

T U

G DATUR

G D

ATU

U R

A T

SS DATUR

U R

T U

SS D

ATUR

SS DATUR

W D

A T

U R

W D

A T

D A

T U

U R

T U

A T

U R

W DATUR

D A

T U

D A

T U

D A

T U

A T

U R

W DATUR

A T

U R

A T

D A

T U

W D

A T

W DATUR

A T

U R

A T

D A

T U

A T

W DATUR

T U

D A

T U

A T

U R

A T

W DATUR

A T

U R

A T

W D

A T

W D

A T

W DATUR

U R

A T

U R

A T

W DATUR

W D

A T

W D

A T

U R

A T

U R

W D

A T

T U

A T

T U

W DATUR

W DATURW

A T

D A

T U

D A

T U

A T

D A

T U

D A

T U

D A

T U

W DATUR

A T

U R

S S

D A

T U

S S

D A

T U

U R

S S

D A

T U

U R

S S

D A

T U

SS DATUR

U R

S S

D A

T U

S S

D A

T U

SS DATUR

U R

S S

D A

U R

SS D

ATUR

S S

D A

T U

U R

S S

D A

T U

U R

S S

D A

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S S

A T

S S

D A

T U

S S

D A

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S S

D A

T U

R S

U R

S S

A T

SS DATUR

S S

D A

T U

S S

D A

T U

SS DATUR

S S

D A

T U

U R

T U

S D

D A

T U

S D

D A

T U

SD DATUR

U R

S D

D A

T U

SD DATUR

U R

SD D

ATUR

U R

S D

D A

T U

S D

D A

T U

U R

U E

D A

T U

U R

UE DATUR

U R

T U

UE DATUR

UE D

ATUR

UE D

ATUR

T U

UE DATUR

U E

D A

T U

UE DATUR

A T

U E

D A

T U

UE DATUR

T U

D A

T U

D A

T U

A T

TU DATUR

T U

D A

T U

TU DATUR

T U

U R

TU DATUR

U R

TU DATUR

B A

T E

B A

T E

E HILL BLVD

BLDG 108

BLDG 162

BLDG 697

BLDG 692

BLDG 698

BLDG 693

BLDG 112

BLDG 168

BLDG 164

BLDG 166

BLDG 178

BLDG 171

BLDG 173

BLDG 178

BLDG 236

BLDG 175

BLDG 174

E MCCAW ST

LIV

PIV

PEDXING

STREET

STOP

GTP

STOP

ONE WAY

PED. X-ING

STOP

F O

10"

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DRAWING SIZE: ANSI D (22"x34")

PROJECT NO.

RECORD DRAWING DATE

SHEET

IF SHEET IS LESS THAN 22"x34" (ANSI D) IT IS A REDUCED PRINT, SCALE ACCORDINGLY.

320-C Midland Parkway, Summerville, SC, 29485

ENGINEERING | ARCHITECTURE

CEMS Project No: 15154O Project Manager: C. Hinson

300 N. 3rd St., Suite 110, Wilmington, NC, 28401

843.875.3637

910.363.1640

E W

BAIR AS

IN628TH

IRA D

MANCOM

IT Y

BIL

DKFX 04-10607

10 OCT 2018

D R

A W

I N

E V

I S

I O

N S

R E

D E

S C

R I P

T I O

N P

R E

Y D

A T

E A

P P

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D K

A T

E S

A N

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D S

D J W

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C A

10-09-18

O V

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G-003

SCALE: NOT TO SCALE

OVERALL SITE AREA LAYOUT

1. SEE SHEET G-002 FOR LEGEND AND GENERAL NOTES.

NOTES:

REMOVE AND REPLACE

ASPHALT PAVEMENT

REMOVE AND REPLACE

ASPHALT PAVEMENT

REMOVE EXISTING

VALVE BOX

CAP EXISTING WATER

SERVICE LINE

REMOVE EXISTING

FIRE HYDRANT AND

VALVE BOX

CAP EXISTING

HYDRANT LEGS

EXISTING 8" WATER MAIN TO

BE ABANDONED IN-PLACE

REMOVE AND REPLACE

ASPHALT PAVEMENT

REMOVE AND REPLACE

ASPHALT PAVEMENTCAP EXISTING WATER

SERVICE LINE

SILT FENCE (TYP.)

M A

T C

H L

I N

R E

M A

T C

H L

I N

R E

M A

T C

H L

I N

R E

M A

T C

H L

I N

R E

TU DATUR

ATU

T U

D A

T U

D A

T U

TU D

ATUR

T U

D A

T U

D A

T U

TU DATUR

T U

D A

T U

UE DATUR

A T

U R

SD DATUR

U R

SD DATUR

U R

SD DATUR

U R

UE DATUR

BATES ST

REMOVE EXISTING

VALVE BOXES

CAP EXISTING

WATER SERVICE LINE

EXISTING 8" WATER MAIN TO

BE ABANDONED IN-PLACE

CAP EXISTING

WATER MAIN

REMOVE AND REPLACE

ASPHALT PAVEMENT

REMOVE AND REPLACE

CONCRETE PAVEMENT

SILT FENCE (TYP.)

M A

T C

H L

I N

R E

M A

T C

H L

I N

R E

TU DATUR

T U

D A

T U

D A

T U

D A

T U

D A

T U

D A

T U

TU DATUR

ATU

T U

D A

T U

TU DATUR

ATU

TU D

ATUR

TU D

ATUR

ATU

TU D

ATUR

R T

T U

D A

T U

D A

T U

D A

T U

D A

T U

U E

D A

T U

U E

D A

T U

U E

D A

T U

U E

D A

T U

U E

D A

T U

U E

D A

T U

U E

D A

T U

U E

D A

T U

U E

D A

T U

U E

D A

T U

U E D

ATU

U E D

ATU

U E D

ATU

U E D

ATU

U E D

ATU

U E D

ATU

U E D

ATU

U E D

ATU

U E D

ATU

G D

D A

T U

U R

SD DATUR

S D

D A

T U

S D

D A

T U

S D

D A

T U

S D

D A

T U

S D

D A

T U

S D

D A

T U

S D

D A

T U

UE DATUR

TU DATUR

BATES ST

D S

D R

C H

A P

D A

T E

D A

T E

D A

T E

D A

T E

F O

J O

I N

A S

H A

R L

E S

T O

J O

I N

A S

H A

R L E

S T

O N

LIT

E A

O U

O L I N

DRAWING SIZE: ANSI D (22"x34")

PROJECT NO.

RECORD DRAWING DATE

SHEET

IF SHEET IS LESS THAN 22"x34" (ANSI D) IT IS A REDUCED PRINT, SCALE ACCORDINGLY.

320-C Midland Parkway, Summerville, SC, 29485

ENGINEERING | ARCHITECTURE

CEMS Project No: 15154O Project Manager: C. Hinson

300 N. 3rd St., Suite 110, Wilmington, NC, 28401

843.875.3637

910.363.1640

E W

BAIR AS

IN628TH

IRA D

MANCOM

IT Y

BIL

DKFX 04-10607

10 OCT 2018

D R

A W

I N

E V

I S

I O

N S

R E

D E

S C

R I P

T I O

N P

R E

Y D

A T

E A

P P

R D

D K

A T

E S

A N

Y D

R A

N T

D S

D J W

S B

C A

10-09-18

S I T

S I O

O N

T R

A R

CS101

SCALE: 1" = 20'

SITE AND EROSION CONTROL PLAN - AREA B

GRAPHIC SCALE

20' 0 20' 40'

SCALE: 1" = 20'

SITE AND EROSION CONTROL PLAN - AREA A

1. SEE SHEET G-003 AND G-002 FOR SITE AREA LOCATIONS AND NOTES.

2. CONTRACTOR REQUIRED TO SUPPORT ELECTRICAL POLES AND AVOID GUY WIRES NOT SHOWN. ALL

DISTURBED SOIL TO BE REPLACED/COMPACTED PER SPECIFICATIONS.

3. ALL WATER LINES, VALVES, VALVE BOXES AND FIRE HYDRANTS SHOWN TO BE REMOVED SHALL BE

COMPLETED AFTER PROPOSED WATER LINES AND FEATURES HAVE BEEN PLACED INTO OPERATION. SEE

CONSTRUCTION SEQUENCE.

4. ALL EXISTING WATER LINE APPURTENANCES, BOLLARDS, AND ANY OTHER SITE FEATURES REMOVED ARE

TO BE BACKFILLED WITH SUITABLE MATERIAL.

NOTES:

LEGEND:

1. SEE SHEET G-002.

KEYPLAN

E L

E V

S T

O N

A Y

8"VCP

P E

I N

15"RCP

15"R C

L P

REMOVE EXISTING

FIRE HYDRANT AND

VALVE BOX

CAP EXISTING WATER

SERVICE LINE AND REMOVE

EXISTING VALVE BOX

CAP EXISTING

HYDRANT LEGS

REMOVE EXISTING

FIRE HYDRANT AND

VALVE BOX

CAP EXISTING

HYDRANT LEGS

REMOVE AND REPLACE

ASPHALT PAVEMENT

REMOVE AND REPLACE

ASPHALT PAVEMENT

EXISTING 8' WATER MAIN TO

BE ABANDONED IN-PLACE

REMOVE AND REPLACE

ASPHALT PAVEMENT

REPLACE AND REMOVE

CONCRETE SIDEWALK

REPLACE AND REMOVE

CONCRETE SIDEWALK

SILT FENCE (TYP.)

CAP EXISTING WATER

SERVICE LINE

ADA DETECTABLE

WARNING DOMES

ADA DETECTABLE

WARNING DOMES

L P

CAP EXISTING WATER

SERVICE LINE AND

REMOVE EXISTING

VALVE BOX

REMOVE AND REPLACE

ASPHALT PAVEMENT

REMOVE AND REPLACE

ASPHALT PAVEMENT

M A

T C

H L I N

R E

M A

T C

H L I N

R E

M A

T C

H L I N

R E

M A

T C

H L I N

R E

T U

D A

T U

D A

T U

D A

T U

D A

T U

D A

T U

D A

T U

D A

T U

D A

T U

D A

T U

D A

T U

D A

T U

D A

T U

D A

T U

TU DATUR

T U

D A

T U

D A

T U

D A

T U

R TU DATUR

TU DATUR

TU DATURT

U R

TU DATUR

U R

TU DATUR

U E

D A

T U

U E

D A

T U

U E

D A

T U

UE DATUR

UE DATUR UE DATUR UE DATUR UE DATUR UE DATUR UE DATUR UE DATUR

UE DATUR

A T

U R

A T

U R

A T

U R

A T

U R

A T

U R

SS DATUR

U R

SS DATUR

U R

SD DATUR

U R

TU DATUR

BATES ST

T R

E L E

S T

O P

S T

O P

F O

18"RCP

L P

CAP EXISTING WATER

SERVICE LINE

REMOVE EXISTING

FIRE HYDRANT AND

VALVE BOX

CAP EXISTING

HYDRANT LEGS

REMOVE EXISTING

VALVE BOX

CAP EXISTING WATER

SERVICE LINE

REMOVE AND REPLACE

ASPHALT PAVEMENT

REMOVE AND REPLACE

ASPHALT PAVEMENT

REMOVE EXISTING

VALVE BOX

REMOVE AND

REPLACE FLUSH

CONCRETE SIDEWALK

EXISTING 8' WATER MAIN TO

BE ABANDONED IN-PLACE

REMOVE AND REPLACE

CONCRETE SIDEWALK

REMOVE AND REPLACE FLUSH

CONCRETE CURB & GUTTER

REMOVE AND REPLACE

FLUSH CONCRETE

CURB & GUTTER

REMOVE AND REPLACE

FLUSH CONCRETE SIDEWALK

REMOVE EXISTING

VALVE BOXES

REMOVE AND REPLACE

CONCRETE CURB & GUTTER

18"RCP

C P

SILT FENCE (TYP.)

INLET TUBE (TYP.)

INLET

PROTECTION

(TYP.)

REMOVE

EXISTING

VALVE BOX

REMOVE

EXISTING

VALVE BOX

ADA DETECTABLE

WARNING DOMES

ADA DETECTABLE

WARNING DOMES

ADA

ACCESSIBLE

RAMP #1

ADA

DETECTABLE

WARNING DOMES

ADA

ACCESSIBLE

RAMP #1

ADA

ACCESSIBLE

RAMP #1

REMOVE AND REPLACE

ASPHALT PAVEMENT

CONTRACTOR TO

PROTECT EXISTING

TRANSFORMER DURING

CONSTRUCTION

REMOVE AND REPLACE

ASPHALT PAVEMENT

CAP EXISTING WATER

SERVICE LINE AND

REMOVE EXISTING

VALVE BOX

M A

T C

H L

I N

R E

M A

T C

H L

I N

R E

TU DATUR

U R

TU DATUR

T U

D A

T U

D A

T U

TU DATUR

U R

T U

D A

T U

D A

T U

TU DATUR

U R

TU DATUR

T U

D A

T U

D A

T U

D A

T U

D A

T U

D A

T U

D A

T U

U R

TU DATUR

U R

TU DATUR

U R

TU DATUR

U R

TU DATUR

U R

TU DATUR

UE DATUR

U E

D A

U E

D A

U E

D A

U E

D A

U E

D A

U E

D A

T U

UE DATUR

U R

UE DATUR

U R

W DATUR

A T

U R

A T

U R

A T

U R

A T

U R

W DATUR

A T

U R

A T

U R

A T

U R

A T

U R

A T

U R

A T

U R

A T

U R

A T

U R

A T

U R

SS DATUR SS DATUR SS DATUR SS DATUR SS DATUR SS DATUR

SS DATUR

U R

SS DATUR

SS DATUR SS DATUR SS DATUR

SS DATUR

U R

SD DATUR

U R

T U

U R

TU DATUR

U R

BATES ST

I L L

L V

B L D

C C

D S

D R

C H

A P

D A

T E

D A

T E

D A

T E

D A

T E

F O

J O

I N

A S

H A

R L

E S

T O

J O

I N

A S

H A

R L E

S T

O N

LIT

E A

O U

O L I N

DRAWING SIZE: ANSI D (22"x34")

PROJECT NO.

RECORD DRAWING DATE

SHEET

IF SHEET IS LESS THAN 22"x34" (ANSI D) IT IS A REDUCED PRINT, SCALE ACCORDINGLY.

320-C Midland Parkway, Summerville, SC, 29485

ENGINEERING | ARCHITECTURE

CEMS Project No: 15154O Project Manager: C. Hinson

300 N. 3rd St., Suite 110, Wilmington, NC, 28401

843.875.3637

910.363.1640

E W

BAIR AS

IN628TH

IRA D

MANCOM

IT Y

BIL

DKFX 04-10607

10 OCT 2018

D R

A W

I N

E V

I S

I O

N S

R E

D E

S C

R I P

T I O

N P

R E

Y D

A T

E A

P P

R D

D K

A T

E S

A N

Y D

R A

N T

D S

D J W

S B

C A

10-09-18

GRAPHIC SCALE

20' 0 20' 40'

SCALE: 1" = 20'

SITE AND EROSION CONTROL PLAN - AREA D

SCALE: 1" = 20'

SITE AND EROSION CONTROL PLAN - AREA C

CS102

S I T

S I O

O N

T R

A R

1. SEE SHEET G-003 AND G-002 FOR SITE AREA LOCATIONS AND NOTES.

2. CONTRACTOR REQUIRED TO SUPPORT ELECTRICAL POLES AND AVOID GUY WIRES NOT SHOWN. ALL

DISTURBED SOIL TO BE REPLACED/COMPACTED PER SPECIFICATIONS.

3. ALL WATER LINES, VALVES, VALVE BOXES AND FIRE HYDRANTS SHOWN TO BE REMOVED SHALL BE

COMPLETED AFTER PROPOSED WATER LINES AND FEATURES HAVE BEEN PLACED INTO OPERATION. SEE

CONSTRUCTION SEQUENCE.

4. ALL EXISTING WATER LINE APPURTENANCES, BOLLARDS, AND ANY OTHER SITE FEATURES REMOVED ARE

TO BE BACKFILLED WITH SUITABLE MATERIAL.

NOTES:

LEGEND:

1. SEE SHEET G-002.

KEYPLAN

TRN #100

N:387614.60

E:2288344.28

ELEV.:36.718

TRN #102

N:387792.42

E:2288699.38

ELEV.:38.642

TRN #1147

N:387642.09

E:2288381.57

ELEV.:36.360

PEDXING

STREET

C P

SANITARY MANHOLE

RIM: 35.92'

INV IN (A): 29.68'

INV IN (B): 29.58'

INV OUT (C): 29.50'

SILT FENCE

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