georgetown county, south carolina · 2019. 5. 3. · addendum acknowledgement bid #19-032 beck...
TRANSCRIPT
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 [email protected]
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
XX
XX
XX
XX
XX
X X X
XX
XX
XX
XX
X
X X X
X X X X X X X X X X X X X X X X X X X X X X X X X X X X X
XX
XX
LD
LD
LD LDLD LD
LD
LD
LD
LD
LDLD
L
D
LD LDLD LD
LD LDLD LD
LD
LD
LD
LD
LD
LD
LD
LD
LD
LD
LD
LD
LD
LD
LD
LD
LD
LD
LD
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
E
EX. SIDEWALK TO REMAIN
EX
. E
OP
N
ORIGINAL SHEET - ARCH D
V:\1
784\
activ
e\17
8420
882\
land
_dev
elop
men
t\dr
awin
gs\s
heet
s\88
2_ut
ilitie
s.dw
g20
19/0
4/29
4:5
0 PM B
y: W
ynne
, Mar
shal
l
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
V:\1
784\
activ
e\17
8420
882\
land
_dev
elop
men
t\dr
awin
gs\s
heet
s\88
2_ut
ilitie
s.dw
g20
19/0
4/29
4:5
0 PM B
y: W
ynne
, Mar
shal
l
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
V:\1
784\
activ
e\17
8420
882\
land
_dev
elop
men
t\dr
awin
gs\s
heet
s\88
2_ut
ilitie
s.dw
g20
19/0
4/29
4:5
0 PM B
y: W
ynne
, Mar
shal
l
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
V:\1
784\
activ
e\17
8420
882\
land
_dev
elop
men
t\dr
awin
gs\s
heet
s\88
2_ut
ilitie
s.dw
g20
19/0
4/29
4:5
0 PM B
y: W
ynne
, Mar
shal
l
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