Georgetown County, South Carolina 129 Screven Street, Suite 239

Post Office Drawer 421270

Georgetown, SC 29442-4200

(843) 545-3083 Fax (843) 545-3500

E-Mail purch@gtcounty.org

Website http://www.gtcounty.org

ADDENDUM #1 TO BID #19-032

BID NUMBER: 19-032 ISSUE DATE: Friday, May 3, 2019

OPENING DATE: Wednesday, May 22, 2019 OPENING TIME: 3:00 PM (ET) Bid Opening Location: Georgetown County Courthouse, Suite #239, (Purchasing Conference Room)

Pre-Bid Conference/Site Inspection: MANDATORY, Wednesday, May 8, 2019 @ 9:00 AM ET

PROCUREMENT FOR: Beck Recreation Center Multi-Purpose Fields & Facilities

This addendum will amend Bid #19-032, Beck Recreation Center Multi-Purpose Fields & Facilities

originally issued on Friday, April 26, 2019. This clarification is being provided to all known and registered

correspondents in response to questions received. All addenda and original bid documents are also

available online at: www.gtcounty.org, select Quick Links, “Bid Opportunities” and “Current Bids.”

Question 1: Is there a cost estimate or budget released on this project?

Response: Yes, $586,400.

REVISION: The engineers have changed Sheet C14 & C15 of the construction drawings. See

revised drawings attached.

[The Remainder of this Page is Intentionally Left Blank]

ADDENDUM ACKNOWLEDGEMENT

Bid #19-032

Beck Recreation Center Multi-Purpose Fields & Facilities

Mandatory Submittal Form

To be returned with the final proposal submission to Georgetown County.

COMPANY NAME:

◙ Addendum #1 Received Date: Initialed By:

□ Addendum #2 Received Date: Initialed By:

□ Addendum #3 Received Date: Initialed By:

□ Addendum #4 Received Date: Initialed By:

□ Addendum #5 Received Date: Initialed By:

□ Addendum #6 Received Date: Initialed By:

If your Bid submission has already been mailed, acknowledgment may be provided by faxing this form to

(843)545-3500, or attaching a digital scan and sending by e-mail.

[THE REMAINDER OF THIS PAGE IS INTENTIONALLY LEFT BLANK]

SS SS SS

6'' W

6'' W 6'' W6'' W

6'' W

6'' W

6'' W

6'' W

6

'

'

W

6

'

'

W

6'' W

6'' W

6'' W

6'' W

S

SEWER SERVICE

393.23 LF of 6" PVC @ 0.50%

18

16

15

14

14

18

18

X X X X

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1" SERVICE TAP

6" CLEANOUT

I.E.=16.18

PROVIDE 6"

CLEANOUTS AT

75' SPACING

TIE 6" SEWER SERVICE

INTO EXISTING 8" SEWER

PIPE

PROPOSED BATHROOM FACILITY

1" METER W/ BACKFLOW

PREVENTER

CONTRACTOR'S REPONSIBILITY FOR BRINGING

WATER AND SEWER UP THROUGH THE

BUILDING PAD TO THE LOCATION TO BE

DETERMINED LATER.

6" CLEANOUT AT

RIGHT-OF-WAY

17

19

STORM/SEWER

CROSSING

STORM INV=16.80

SEWER INV=14.85

SEWER SERVICE PROFILE

SCALE: H: 1"=40'

V: 1"=4'

6

8

10

12

14

16

18

20

22

24

26

6

8

10

12

14

16

18

20

22

24

26

-0+100+00

18.2

0+50

17.6

1+00

17.8

1+50

17.8

2+00

18.0

2+50

18.4

3+00

18.9

3+50

18.8

4+00 4+25

393 LF 6

" SD

R26 P

VC

@ 0

.50%

SE

WE

R C

LE

AN

OU

T

IN

V: 16.36

PROPOSED GROUND

R/W

LIN

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EX. SIDEWALK TO REMAIN

EX

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OP

N

ORIGINAL SHEET - ARCH D

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0 40' 80'

1" = 40'

1" = 40'

4969 Centre Pointe Dr, Suite 200North Charleston, SC 29418

Copyright ReservedThe Contractor shall verify and be responsible for all dimensions. DO NOT scale the drawing - any errors or omissions shall be reported to

The Copyrights to all designs and drawings are the property of

authorized by Stantec is forbidden.

Stantec without delay.

Stantec. Reproduction or use for any purpose other than that

Legend

Notes

Permit-SealChkd.Dwn. Dsgn. YY.MM.DD

File Name:

ByIssued Appd. YY.MM.DDFOR BID KRV JLL 19.04.12

ByRevision Appd. YY.MM.DD01 PER SCDHEC COMMENTS MW JL 19.04.0802 PER GEORGETOWN ENGINEERING MW JL 19.04.29

ORIGINAL SHEET - ARCH D

Drawing No.

Scale

Revision

Title

Client/Project

Project No.

Sheet

of

GEORGETOWN COUNTY

BECK RECREATION CENTER

GEORGETOWN, SC

178420882

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843-740-7700

04.29.19

This drawing is not to be used for construction purposes

unless signed and sealed by the Engineer of Record and

stamped "Approved For Construction." Use of this

drawing for quantity take-offs and pricing is preliminary

until all applicable permits have been obtained.

Know what's below.before you dig.Call

UTILITY PLAN

C14

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AS NOTED

4969 Centre Pointe Dr, Suite 200North Charleston, SC 29418

Copyright ReservedThe Contractor shall verify and be responsible for all dimensions. DO NOT scale the drawing - any errors or omissions shall be reported to

The Copyrights to all designs and drawings are the property of

authorized by Stantec is forbidden.

Stantec without delay.

Stantec. Reproduction or use for any purpose other than that

Legend

Notes

Permit-SealChkd.Dwn. Dsgn. YY.MM.DD

File Name:

ByIssued Appd. YY.MM.DDFOR BID KRV JLL 19.04.12

ByRevision Appd. YY.MM.DD01 PER SCDHEC COMMENTS MW JL 19.04.0802 PER GEORGETOWN ENGINEERING MW JL 19.04.29

ORIGINAL SHEET - ARCH D

Drawing No.

Scale

Revision

Title

Client/Project

Project No.

Sheet

of

GEORGETOWN COUNTY

BECK RECREATION CENTER

GEORGETOWN, SC

178420882

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843-740-7700

04.29.19

This drawing is not to be used for construction purposes

unless signed and sealed by the Engineer of Record and

stamped "Approved For Construction." Use of this

drawing for quantity take-offs and pricing is preliminary

until all applicable permits have been obtained.

Know what's below.before you dig.Call

UTILITY DETAILS

C15

3'-0" MINIMUM

WHERE REQUIRED FLOWABLE FILL

TO WITHIN 4" OF ROAD SURFACE

NEW 4" ASPHALT PAVEMENT

PATCH IN TWO 2" LIFTS

3" MIN.

EXISTING STREET ASPHALT PAVEMENT

EXISTING BASE

SAW CUT EDGE (TYP.)

PRIMED WITH TACK COAT

NOTE: REFER TO HIGHWAY DEPARTMENT, CITY, OR COUNTY

PERMITS FOR ADDITIONAL REQUIREMENTS.

WIDTH OF CUT DETERMINED

BY PERMITTING AGENCY

SUITABLE, COMPACTED BACKFILL

MATERIAL. THICKNESS VARIES.

TYPICAL ROAD CUT DETAIL

N.T.S.

PROPOSED STORMWATER CULVERT

SERVICE SADDLE:

TYPE 304 S.S. OR APPROVED

EQUAL.PROVIDE DOUBLE STRAP

FOR SIZE 6" AND LARGER

FORD FB 1000

CORPORATION STOP

IN AREAS WITH G.C.W.S.D.

SEWER, METERS SHOULD BE

SET AT OPPOSITE CORNERS

FROM SEWER SERVICE

LOCATIONS

WATER

METER

2" SDR 21

P.S.I. CASING

NOTE:

ALL FITTINGS TO BE I.P.S. FITTINGS

WA

TE

R M

AIN

PLAN

ROADWAY

WHERE

APPLICABLE

VARIES

SEE PLANS

EXTEND 2' BEYOND E.O.P.

BY CONTRACTOR

BY INDIVIDUAL

PROPERTY OWNER

PROPERTY LINE

R/W

CHECKED

NO.SCALEUPDATED

DRAWN

A.J.K.

NTS10/02/14

GEORGETOWN COUNTY

WATER & SEWER DISTRICT

RESIDENTIAL WATER METER

1" SERVICE

SECTION

1" BRONZE GATE VALVE

(MILWAUKEE UP105, OR

APPROVED EQUAL)

6" ROUND VALVE BOX

(NDS D109-G, OR

APPROVED EQUAL)

METER AND METER BOX PROVIDED BY CITY OF

GEORGETOWN

FORD LONG YOKE

(LVL241-233-LL-T-G-NL)

1" BRASS NIPPLE, LEAD

FREE (3" LONG TYPICAL)

ADD 12 GA. BLUE INSULATED COPPER

TRACER WIRE IN ALL BURIED PIPE

1" SERVICE PIPE: TYPE K SOFT

COPPER OR SDR7, CTS HDPE

200 PSI TUBING

PVC, SDR 35

SCHEDULE 40