Invitation for Bid# 2021-048 FY20 Short Water Line Extensions Phase 4
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Addendum #1, IFB#2021-048, FY20 Short Water Line Extensions Phase 4
Invitation for Bid# 2021-048
FY20 Short Water Line Extensions Phase 4
ADDENDUM No. 1
ISSUE DATE: May 10, 2021
********************************************************************************************
Bidders on this project are hereby notified that this Addendum shall be made a part of the
above named IFB document.
The following items add to, modify, and/or clarify the IFB documents and shall have the full
force and effect of the original documents. This Addendum shall be acknowledged by the
bidder in the IFB document.
Addendum #1, IFB#2021-048, FY20 Short Water Line Extensions Phase 4
Union County, NC
FY20 Short Water Line Extensions Phase 4
WKD Project Number: 20190511.00.CL
ADDENDUM NUMBER 1 May 10, 2021
BID DATE: May 13th, 2021, 2:00 p.m.
TO ALL BIDDERS:
This Addendum forms a part of the Contract Documents and modifies the Bidding Documents and all
previous Addenda.
Acknowledge receipt of this Addendum in the space provided in the Bid Form. Failure to do so may
disqualify the Bidder.
Below are changes, additions, and/or clarifications to the bid documents for this project.
Specifications
Item 1: EJCDC C-410 Bid Form, Remove and replace this Section in its entirety with the attached
revised EJCDC C-410 Bid Form. Changes Includes:
a. Article 5.01 Basis of Bid Item 2 – Update of Estimated Quantity – 6” dia. PVC Water
Line
b. Article 5.01 Basis of Bid Item 5 – Update of Estimated Quantity – 6” dia. RJ DIP
Water Line
Drawings
Item 2: Sheet C.1 - Foxwood Ln STA 0+00 to 7+61, Deerwood Ct #1 STA 0+00 to 4+22 &
Deerwood Ct #2 STA 0+00 to 4+12. Changes Includes:
a. Removal of STA. 0+53 Proposed RJ MJ 45 deg bend in plan view.
b. Updating STA. 0+87 End Restrained Joint Pipe to STA. 0+69 in plan view.
Item 3: Sheet C.6 – Stirrup Ct Sta. 0+00 to 20+00. Changes Includes:
a. Updating total LF from 20 to 95 of RJDIP in plan view at existing culvert STA. 8+22.
b. Updating total LF from 20 to 50 of RJDIP in plan view at existing culvert STA. 11+41.
Item 4: Sheet C.7 – Stirrup Ct Sta. 20+00 to 23+00. Changes Includes:
a. Updating total LF from 20 to 95 of RJDIP in profile view at existing culvert STA. 8+22.
b. Updating total LF from 20 to 50 of RJDIP in profile view at existing culvert STA.
11+41.Addendum #1, IFB#2021-048, FY20 Short Water Line Extensions Phase 4
This addendum and all associated specifications sections and revised Contract Documents will be
uploaded to the online plan room and distributed to registered plan holders via email.
Receipt of this addendum must be acknowledged on Page 1 of EJCDC C-410, Bid Form.
Sincerely,
W.K. Dickson & Co., Inc.
Jake Berkshire, P.E.
Project Manager
***************************************************************************************************
END OF ADDENDUM No.1BID FORM
Union County, North Carolina
FY20 Short Water Line Extensions Phase 4
WKD Project No. 20190511.00.CL
TABLE OF CONTENTS
Page
ARTICLE 1 – Bid Recipient......................................................................................................................... 1
ARTICLE 2 – Bidder’s Acknowledgements ................................................................................................ 1
ARTICLE 3 – Bidder’s Representations ...................................................................................................... 1
ARTICLE 4 – Bidder’s Certification ............................................................................................................ 2
ARTICLE 5 – Basis of Bid ........................................................................................................................... 3
ARTICLE 6 – Time of Completion .............................................................................................................. 3
ARTICLE 7 – Attachments to this Bid ......................................................................................................... 6
ARTICLE 8 – Defined Terms....................................................................................................................... 6
ARTICLE 9 – Bid Submittal ........................................................................................................................ 6
EJCDC® C-410, Bid Form for Construction Contracts. Rev. 1
Copyright © 2013 National Society of Professional Engineers, American Council of Engineering Companies,
and American Society of Civil Engineers. All rights reserved. Page iARTICLE 1 – BID RECIPIENT
1.01 This Bid is submitted to:
Union County Procurement Division
Attn: Corey Brooks
Procurement Specialist
500 N. Main Street, Suite 709
Monroe, NC 28112
(704)-283-3563
Corey.brooks@unioncountync.gov
1.02 The undersigned Bidder proposes and agrees, if this Bid is accepted, to enter into an Agreement
with Owner in the form included in the Bidding Documents to perform all Work as specified or
indicated in the Bidding Documents for the prices and within the times indicated in this Bid and
in accordance with the other terms and conditions of the Bidding Documents.
ARTICLE 2 – BIDDER’S ACKNOWLEDGEMENTS
2.01 Bidder accepts all of the terms and conditions of the Instructions to Bidders, including without
limitation those dealing with the disposition of Bid security. This Bid will remain subject to
acceptance for 60 days after the Bid opening, or for such longer period of time that Bidder may
agree to in writing upon request of Owner.
ARTICLE 3 – BIDDER’S REPRESENTATIONS
3.01 In submitting this Bid, Bidder represents that:
A. Bidder has examined and carefully studied the Bidding Documents, and any data and
reference items identified in the Bidding Documents, and hereby acknowledges receipt of
the following Addenda:
Addendum No. Addendum, Date
B. Bidder has visited the Site, conducted a thorough, alert visual examination of the Site and
adjacent areas, and become familiar with and satisfied itself as to the general, local, and Site
conditions that may affect cost, progress, and performance of the Work.
C. Bidder is familiar with and has satisfied itself as to all Laws and Regulations that may affect
cost, progress, and performance of the Work.
D. Bidder has carefully studied all: (1) reports of explorations and tests of subsurface conditions
at or adjacent to the Site and all drawings of physical conditions relating to existing surface
or subsurface structures at the Site that have been identified in the Supplementary
Conditions, especially with respect to Technical Data in such reports and drawings, and (2)
reports and drawings relating to Hazardous Environmental Conditions, if any, at or adjacent
to the Site that have been identified in the Supplementary Conditions, especially with respect
to Technical Data in such reports and drawings.
E. Bidder has considered the information known to Bidder itself; information commonly known
to contractors doing business in the locality of the Site; information and observations
EJCDC® C-410, Bid Form for Construction Contracts.
Copyright © 2013 National Society of Professional Engineers, American Council of Engineering Companies,
and American Society of Civil Engineers. All rights reserved. Page 1obtained from visits to the Site; the Bidding Documents; and any Site-related reports and
drawings identified in the Bidding Documents, with respect to the effect of such information,
observations, and documents on (1) the cost, progress, and performance of the Work; (2) the
means, methods, techniques, sequences, and procedures of construction to be employed by
Bidder; and (3) Bidder’s safety precautions and programs.
F. Bidder agrees, based on the information and observations referred to in the preceding
paragraph, that no further examinations, investigations, explorations, tests, studies, or data
are necessary for the determination of this Bid for performance of the Work at the price bid
and within the times required, and in accordance with the other terms and conditions of the
Bidding Documents.
G. Bidder is aware of the general nature of work to be performed by Owner and others at the
Site that relates to the Work as indicated in the Bidding Documents.
H. Bidder has given Engineer written notice of all conflicts, errors, ambiguities, or
discrepancies that Bidder has discovered in the Bidding Documents, and confirms that the
written resolution thereof by Engineer is acceptable to Bidder.
I. The Bidding Documents are generally sufficient to indicate and convey understanding of all
terms and conditions for the performance and furnishing of the Work.
J. The submission of this Bid constitutes an incontrovertible representation by Bidder that
Bidder has complied with every requirement of this Article, and that without exception the
Bid and all prices in the Bid are premised upon performing and furnishing the Work required
by the Bidding Documents.
ARTICLE 4 – BIDDER’S CERTIFICATION
4.01 Bidder certifies that:
A. This Bid is genuine and not made in the interest of or on behalf of any undisclosed
individual or entity and is not submitted in conformity with any collusive agreement or rules
of any group, association, organization, or corporation;
B. Bidder has not directly or indirectly induced or solicited any other Bidder to submit a false
or sham Bid;
C. Bidder has not solicited or induced any individual or entity to refrain from bidding; and
D. Bidder has not engaged in corrupt, fraudulent, collusive, or coercive practices in competing
for the Contract. For the purposes of this Paragraph 4.01.D:
1. “corrupt practice” means the offering, giving, receiving, or soliciting of any thing of
value likely to influence the action of a public official in the bidding process;
2. “fraudulent practice” means an intentional misrepresentation of facts made (a) to
influence the bidding process to the detriment of Owner, (b) to establish bid prices at
artificial non-competitive levels, or (c) to deprive Owner of the benefits of free and
open competition;
3. “collusive practice” means a scheme or arrangement between two or more Bidders,
with or without the knowledge of Owner, a purpose of which is to establish bid prices at
artificial, non-competitive levels; and
4. “coercive practice” means harming or threatening to harm, directly or indirectly,
persons or their property to influence their participation in the bidding process or affect
the e execution of the Contract.
EJCDC® C-410, Bid Form for Construction Contracts.
Copyright © 2013 National Society of Professional Engineers, American Council of Engineering Companies,
and American Society of Civil Engineers. All rights reserved. Page 2ARTICLE 5 – BASIS OF BID
5.01 Bidder will complete the Work in accordance with the Contract Documents for the following
price(s):
EJCDC® C-410, Bid Form for Construction Contracts.
Copyright © 2013 National Society of Professional Engineers, American Council of Engineering Companies,
and American Society of Civil Engineers. All rights reserved. Page 3FY20 SHORT WATER LINE EXTENSIONS PHASE 4
Item Estimated Bid Unit
Description Unit Bid Price
No. Quantity Price
1 2" dia. PVC Water Line LF 2,460
2 6" dia. PVC Water Line LF 6,583
3 8” dia. PVC Water Line LF 1,180
4 12” dia. PVC Water Line LF 480
5 6” dia. RJ DIP Water Line LF 1,057
6 8” dia. RJ DIP Water Line LF 20
7 12” dia. RJ DIP Water Line LF 160
12” Dia. Steel Casing (t=0.188”),
8 LF 140
No Carrier Pipe, Open cut
16” Dia. Steel Casing (t=0.250”),
9 LF 80
No Carrier Pipe, Jack & Bore
10 2" Gate Valve EA 6
11 6" Gate Valve EA 4
12 12” Gate Valve EA 1
13 2" Blow-Off Assembly EA 9
14 12" x 6" Tapping Sleeve and Valve EA 2
15 Fire Hydrant Assembly EA 9
16 Free Bore for 2” Water Main LF 330
17 Free Bore for 6” Water Main LF 940
18 Free Bore for 8” Water Main LF 100
19 Gravel Road and Driveway SY 20
20 Concrete Driveway and Walkway SY 490
21 Asphalt Driveway SY 50
22 Concrete Curb and Gutter LF 50
Asphalt Road Repair (Non-
23 SY 50
NCDOT Road)
Asphalt Road Repair (NCDOT
24 SY 40
Road)
EJCDC® C-410, Bid Form for Construction Contracts.
Copyright © 2013 National Society of Professional Engineers, American Council of Engineering Companies,
and American Society of Civil Engineers. All rights reserved. Page 4FY20 SHORT WATER LINE EXTENSIONS PHASE 4
Item Estimated Bid Unit
Description Unit Bid Price
No. Quantity Price
25 Asphalt Milling (Depth of 2”) SY 250
26 Asphalt Overlay (Depth of 2”) SY 250
27 Service Connection EA 33
28 ¾” Copper Service (Bored) LF 680
29 ¾” Copper Service (Open Cut) LF 225
Meter Box & Setting Equipment
30 EA 33
for ¾” water meter
31 Foundation Stone CY 10
32 Erosion Control LS 1
Restoration, Seeding, and
33 AC 5
Mulching
34 Sod SY 280
35 Traffic Control LS 1
Total Base Bid $
36 Testing Allowance LS 1 $5,000 $5,000
37 Mobilization (4% of Base Bid) LS 1
Contingency Allowance
38 LS 1
(5% of Base Bid)
Total Bid (Base Bid + Mobilization + Allowances) $
TOTAL BID: $
(in words)
(in words)
Bidder acknowledges that (1) each Bid Unit Price includes an amount considered by Bidder to be
adequate to cover Contractor’s overhead and profit for each separately identified item, and (2)
estimated quantities are no guaranteed, and are solely for the purpose of comparison of Bids, and
final payment for all unit price Bid items will be based on actual quantities, determined as
provided in the Contract Documents.
EJCDC® C-410, Bid Form for Construction Contracts.
Copyright © 2013 National Society of Professional Engineers, American Council of Engineering Companies,
and American Society of Civil Engineers. All rights reserved. Page 5ARTICLE 6 – TIME OF COMPLETION
6.01 Bidder agrees that the Work will be substantially complete and will be completed and ready for
final payment in accordance with Paragraph 14.07 of the General Conditions on or before the
dates or within the number of calendar days indicated in the Agreement.
6.02 Bidder accepts the provisions of the Agreement as to liquidated damages.
ARTICLE 7 – ATTACHMENTS TO THIS BID
7.01 The following documents are submitted with and made a condition of this Bid:
A. Required Bid security;
B. List of Proposed Subcontractors;
C. List of Proposed Suppliers;
D. List of Project References;
E. Evidence of authority to do business in the state of the Project; or a written covenant to
obtain such license within the time for acceptance of Bids;
F. Contractor’s License No.: __________
G. Required Bidder Qualification Statement with supporting data
H. Non-collusion affidavit of Prime Bidder.
ARTICLE 8 – DEFINED TERMS
8.01 The terms used in this Bid with initial capital letters have the meanings stated in the Instructions
to Bidders, the General Conditions, and the Supplementary Conditions.
ARTICLE 9 – BID SUBMITTAL
BIDDER: [Indicate correct name of bidding entity]
By:
[Signature]
[Printed name]
(If Bidder is a corporation, a limited liability company, a partnership, or a joint venture, attach
evidence of authority to sign.)
Attest:
[Signature]
[Printed name]
Title:
Submittal Date:
EJCDC® C-410, Bid Form for Construction Contracts.
Copyright © 2013 National Society of Professional Engineers, American Council of Engineering Companies,
and American Society of Civil Engineers. All rights reserved. Page 6Address for giving notices:
Telephone Number:
Fax Number:
Contact Name and e-mail address:
Bidder’s License No.:
(where applicable)
EJCDC® C-410, Bid Form for Construction Contracts.
Copyright © 2013 National Society of Professional Engineers, American Council of Engineering Companies,
and American Society of Civil Engineers. All rights reserved. Page 7THIS PAGE INTENTIONALLY LEFT BLANK
COPYRIGHT ©, W.K. DICKSON & CO., INC. ALL RIGHTS RESERVED. REPRODUCTION OR USE OF THE CONTENTS OF THIS DOCUMENT; ADDITIONS OR
DELETIONS TO THIS DOCUMENT, IN WHOLE OR IN PART, WITHOUT WRITTEN CONSENT OF W.K. DICKSON & CO., INC., IS PROHIBITED. ONLY COPIES
2+
FROM THE ORIGINAL OF THIS DOCUMENT, MARKED WITH AN ORIGINAL SIGNATURE AND SEAL SHALL BE CONSIDERED TO BE VALID, TRUE COPIES.
STA. 0+00 ±
OE
00
CONNECT PROPOSED WL TO EX. 12"
PIN: 061800100 PIN: 06180094
WATER MAIN BY 12" x 6" TAPPING SLEEVE
)
'
100
PIN: 06180099 HUGHES INA SUE
TH )
T R T SUR 1825
WARDENS & VESTRY OF
WID FACE
community infrastructure consultants
AND VALVE. SEE DETAIL 18, SHEET D.2 SAINT MARGARETS KARRAS GEORGE V 318 DEERWOOD CT
301 FOXWOOD LANE AND HELEN H PIN: 06180098 1213 W. MOREHEAD STREET, SUITE
STA. 0+04±
NC PHAL D (SR
303 FOXWOOD LANE HSU PEIFENG AND 300
OE
0+0 PROPOSED RJ MJ 45° BEND WIFE MACO HSU CHARLOTTE, NC 28208
R/W
0 307 FOXWOOD LANE (t)704-334-5348
STA. 0+36±
R/ W
(f)704-334-0078
(AS A ROA
/W
R/W
PROPOSED RJ MJ 45° BEND 1
WWW.WKDICKSON.COM
STA. 0+69± .1 - #2
EET C
DO
RE
OE
END RESTRAINED JOINT PIPE SEE SH NC LICENSE NO.F-0374
W
+00 -
1+00
ES TA. 1
R1/W
+00 MAT CHLIN
FREE BORE BRICK COLUMN
FREE BORE EXIST. TREES AS NEEDED ALONG
OE
PROPOSED INLET PROTECTION, FOXWOOD DR AND DEERWOOD CT, STA. 7+33±
R/W
R/W TYP. SEE DETAIL SHEET D.6
SEE DETAIL SHEET D.5 PROPOSED 2" GATE VALVE
R/W
2+ STA. 7+27±
00
W
PROPOSED 6" PVC WATER LINE PROPOSED FIRE HYDRANT ASSEMBLY
OE
W/ TRACER WIRE, 5' OFF EOP, TYP. END DUCTILE IRON RESTRAINED JOINT PIPE
R/W
6" BLIND FLANGE W/2" TAP
R/W R/W STA. 0+10±
3+00 SEE DETAIL 7A, SHEET D.1 PROFESSIONAL SEAL
R/W R/W PROPOSED 2" GATE VALVE
4+00 R/W5+00
0+00
0+00
R/W 6+00 R/W 7+00 R/W
R/W STA. 7+61± (FOXWOOD LN) =
BY
CH
R/W
FOXWOOD DRIVE STA. 0+00 (DEERWOOD CT #1) =
R/W (ASPHALT SURFACE) STA. 0+00 (DEERWOOD CT #2)
ROAD R/W WIDTH 50' PROPOSED 2" TEE
R/W (DEERWOOD CT #1)
FREE BORE CONCRETE R/W R/W R/W R/W R/W
DRIVEWAY PROPOSED TEMPORARY
FREE BORE CONCRETE CROSS FOXWOOD DR BY FREE BORE,
FILTER SOCK CHECK DAM, TYP.
WALKWAY CROSS BY OPEN CUT IF FREE BORE IS
SEE DETAIL SHEET D.6
NOT FEASIBLE. SEE PAVEMENT REPAIR
DETAIL AND CONCRETE CURB AND GUTTER STA. 0+53±
PROPOSED 2" GATE VALVEPIN: 06180093
R/W
DETAIL, SHEET D.4
1+00
STAKAS KENNETH A
DESCRIPTION
REVISION RECORD
MATCHLINE STA. 1+00 - SEE SHEET C.1 - #1 316 DEERWOOD CT
PIN: 06180087 PIN: 06180088
PIN: 06180086
WILSON JOHN G AND FOSTER GARY M
WARREN DANIEL ALLEN
R/W
WIFE AMY S AND LIU YEZHEN
302 FOXWOOD LANE
304 FOXWOOD LANE 306 FOXWOOD LANE
ADDENDUM No. 1
FOXWOOD DRIVE (STA. 0+00 - 7+61)
FILE PATH:L:\Projects\Union County (NC)\2019051100CL - TO 10 Short Water Line Extensions\CADD\Plan Set\Phase #4\Areas #11, #13, #15, #16.dwgL:\Projects\Union County (NC)\2019051100CL - TO 10 Short Water Line Extensions\CADD\Plan Set\Phase #4\Areas #11, #13, #15, #16.dwg, CHAIGLER, 5/4/2021 1:26:45 PM
DATE
5-4-21
PIN: 06180098
PIN: 06180097
HSU PEIFENG AND
STRAND GREGORY P
WIFE MACO HSU
324 DEERWOOD CT
NO.
307 FOXWOOD LANE
1
FINAL DRAWINGS - FOR BIDDING - NOT RELEASED FOR CONSTRUCTION
PIN: 06180089 FREE BORE CONCRETE
SPAFFORD DAVID Y R/W
DRIVEWAY
FOXWOOD LN STA 0+00 TO 7+61, DEERWOOD CT #1 STA 0+00 TO 4+22
308 FOXWOOD LANE
PROPOSED TEMPORARY
FILTER SOCK CHECK DAM, TYP. APPLICANTS:
1. 304 FOXWOOD LANE - JOHN & AMY WILSON
0
SEE DETAIL SHEET D.6
FY20 SHORT WATER LINE EXTENSIONS PROJECT PHASE 4
4+0
FREE BORE CONCRETE PIN: 06180096 2. 306 FOXWOOD LANE - GARY FOSTER
3+00
FREE BORE CONCRETE 3. 307 FOXWOOD LANE - MACO & PEIFENG HSU
DRIVEWAY AMIRI SIROOS
- SEE SHEET C.1
4. 310 DEERWOOD COURT - ANDREW ROLPH
R/W
DRIVEWAY 322 DEERWOOD CT
5. 312 DEERWOOD COURT - HOWARD MURPHY JR
& DEERWOOD CT #2 STA 0+00 TO 4+14
FREE BORE CONCRETE 6. 314 DEERWOOD COURT - PHILLIP WEIMER
MATCH
DRIVEWAY 7. 318 DEERWOOD COURT - INA SUE HUGHES
W
REVOCABLE TRUST
R/
CT CE) 8. 324 DEERWOOD COURT - GREG & CHRISTINE
D A '
R/W OO RF H 40 STRAND
W U /W
/W ER LT S IDT R STA. 4+14±
LINE ST
PROPOSED 2" PVC WATER LINE 00R E NOTE:
3+00 2 + D HA W W PROPOSED 2" GATE VALVE AND
W/ TRACER WIRE, 5' OFF EOP, TYP. / 1. THE LIMITS OF DISTURBANCE (LOD) CONSIST
SP R 2" BLOW-OFF ASSEMBLY, OF AN APPROXIMATELY 15-FOOT WIDE AREA
(A AD
MATCHLINE STA. 1+00
R/W R/W
PROPOSED INLET PROTECTION, RO SEE DETAIL 2, SHEET D.1 ON FOXWOOD LN, AND AN APPROXIMATELY
A. 1+00
2+00 1+00 R/W 10-FOOT WIDE AREA ON DEERWOOD CT, FROM
TYP. SEE DETAIL SHEET D.6 1+00 THE EDGE OF PAVEMENT TO THE EXISTING
DEERWOOD CT R/
W
PROPOSED 2" PVC WATER LINE RIGHT-OF-WAY UNLESS OTHERWISE
(ASPHALT SURFACE) W/ TRACER WIRE, 5' OFF BACK OF CURB, TYP. SPECIFIED OR NOTED.
ROAD R/W WIDTH 40' 2. ADD BENDS AS NEEDED TO FOLLOW
- SEE S
4+ R/W R/W R/W PROPOSED ALIGNMENT.
PIN: 06180090 00
R/ R/W 3. CONTRACTOR SHALL VISUALLY VERIFY ALL
ROLPH ANDREW CHARLES W PIN: 06180095
310 DEERWOOD CT UTILITY DEPTHS, SIZES, AND MATERIALS PRIOR
R/W GHOSH DEBOPROTIM TO CONSTRUCTION. DEPTHS, SIZES, AND
HEET C
AND SAPTAMI SARKAR MATERIALS SHOWN HAVE NOT BEEN VERIFIED.
FREE BORE CONCRETE PROPOSED 2" GATE VALVE 320 DEERWOOD CT 4. CONTRACTOR SHALL BE RESPONSIBLE FOR
DRIVEWAY THE REPAIR OR REPLACEMENT OF EXISTING
PROJECT NAME:
DRAWING TITLE:
WATER SERVICES IF DAMAGED DURING
STA. 4+22±
.1
CONSTRUCTION ACTIVITIES. NO RESIDENT
PROPOSED 2" GATE VALVE AND SHALL BE OUT OF WATER.
2" BLOW-OFF ASSEMBLY, 5. CONTRACTOR SHALL FIELD VERIFY O.D. OF
PIN: 06180091 SEE DETAIL 2, SHEET D.1 EXISTING MAIN TO DETERMINE PROPER FIT OF
WEBB WILLIAM E JR TAPPING SLEEVE AND SHALL HAVE ALL
AND SARA R PIN: 06180092 PIN: 06180094 MATERIALS ON HAND TO PERFORM
312 DEERWOOD CT WEIMER PHILLIP J HUGHES INA SUE CONNECTION TO EXISTING MAIN THE TIME OF
314 DEERWOOD CT 318 DEERWOOD CT EXCAVATION.
6. CONTRACTOR SHALL AVOID CONFLICT WITH PROJ. MGR.: JB
PIN: 06180093 ANY EXISTING UTILITIES INCLUDING BUT NOT DESIGN BY: JB
LIMITED TO, SEPTIC SYSTEMS.
DRAWN BY: CLH
7. EXISTING WATER METER FOR 303 FOXWOOD
40 0 40 80 40 0 40 80 PROJ. DATE: APRIL 2021
DRIVE TO BE RELOCATED. EXISTING METER
DEERWOOD COURT #1 (STA. 0+00 - 4+22) DEERWOOD COURT #2 (STA. 0+00 - 4+14) LOCATED AT NORTH WEST CORNER OF DRAWING NUMBER:
SCALE: 1" = 40' SCALE: 1" = 40' PROPERTY.
8. WHENEVER POSSIBLE, USE A SOD CUTTER
AND PUT SOD BACK IN DISTURBED LAWNS. C.1 OF 11
WHEN A SOD CUTTER IS NOT POSSIBLE, WKD PROJ. NO.:
REPLACE DISTURBED LAWNS WITH NEW SOD
AS SPECIFIED IN SPECIFICATION 32 92 23 20190511.00.CL
SODDING.COPYRIGHT ©, W.K. DICKSON & CO., INC. ALL RIGHTS RESERVED. REPRODUCTION OR USE OF THE CONTENTS OF THIS DOCUMENT; ADDITIONS OR
DELETIONS TO THIS DOCUMENT, IN WHOLE OR IN PART, WITHOUT WRITTEN CONSENT OF W.K. DICKSON & CO., INC., IS PROHIBITED. ONLY COPIES
FROM THE ORIGINAL OF THIS DOCUMENT, MARKED WITH AN ORIGINAL SIGNATURE AND SEAL SHALL BE CONSIDERED TO BE VALID, TRUE COPIES.
STA. 0+00±
R/W
community infrastructure consultants
CONNECT PROPOSED 6" WATER LINE
W
R/
T 1213 W. MOREHEAD STREET, SUITE
TO EX. 6" WATER LINE BY EX. PLUG
W
300
UE
WV
VALVE. REMOVE EX. BLOW-OFF CHARLOTTE, NC 28208
ASSEMBLY PIN: 06147066 PIN: 06147065 (t)704-334-5348
SAWKA JEFFREY P FISHER DAVID JOE PIN: 06147020H (f)704-334-0078
W AND DIANA B TSCHEGG CHRISTOPH PIN: 06147020G
AND HOLLY SPURLIN
0+
V
W
WV
7121 STIRRUP COURT 7117 STIRRUP COURT AND MELISSA HONEYCUTT WESLEY WWW.WKDICKSON.COM
00 PROPOSED INLET PROTECTION,
WV
PIN: 06147047 7125 STIRRUP COURT AND KRISTEN
W
TYP. SEE DETAIL SHEET D.6 BROOK MICHAEL CHARLES 7127 STIRRUP COURT NC LICENSE NO.F-0374
R/ AND TIFFANY AUST
R/
7119 STIRRUP COURT
W
PROPOSED 20 LF 12"Ø x t=0.188" STEEL PROPOSED 20 LF 12"Ø x t=0.188" STEEL
CASING W/ 6" RESTRAINED JOINT PIPE. CASING W/ 6" RESTRAINED JOINT PIPE.
TT FREE BORE SEE DETAIL 17, SHEET D.2
1+ CONCRETE DRIVEWAY FREE BORE SEE DETAIL 17, SHEET D.2
00 CONCRETE DRIVEWAY STA. 6+31 ±
R/W STA. 8+24 ±
W IRV SEE CROSSING DETAIL, SHEET C.7 SEE CROSSING DETAIL, SHEET C.7 STA. 9+66±
R/
PROPOSED FIRE HYDRANT
ET C.6
ASSEMBLY. SEE DETAIL 3, SHEET D.1
R/W
R/W T TR
E
R/W R/W R/W PROFESSIONAL SEAL
R/W R/W
10+00 - SEE SH
2+0 IRV R/W R/W R/W
T
0
R/W
STIRRUP CT (SR 2535)
BY
T
CH
CH
(ASPHALT SURFACE)
PIN: 06147031 3+00 NCDOT R/W WIDTH 60'
ROYALL BOUNTY LLC
STIRRUP COURT R/W 4+00
5+00 6+00 7+00 8+00
T
R/W
9+00 10+00
R/W R/W R/W R/W T
TT R/W
A.
R/W R/W R/W
TR PROPOSED TEMPORARY
MATCHLINE ST
SILT FENCE, TYP.
STA. 6+38± STA. 8+74±
SEE DETAIL SHEET D.5
END RESTRAINED JOINT PIPE END RESTRAINED JOINT PIPE
PROPOSED TEMPORARY 1
FILTER SOCK CHECK DAM, TYP. STA. 6+18± STA. 7+79±
SEE DETAIL SHEET D.6 BEGIN RESTRAINED BEGIN RESTRAINED
DESCRIPTION
REVISION RECORD
JOINT PIPE JOINT PIPE 2
PROPOSED 6" PVC WATER LINE PROPOSED 6" PVC WATER LINE PROPOSED STONE OUTLET,
REVISED PER NCDOT COMMENTS
PIN: 06147033 PIN: 06147034 TYP. SEE DETAIL SHEET D.5
W/ TRACER WIRE, 5' OFF EOP, TYP. STAR CITY W/ TRACER WIRE, 11' OFF EOP,STAR
TYP.CITY
PIN: 06147032
ROYALL BOUNTY LLC DEVELOPMENT CO INC DEVELOPMENT CO INC
7056 STIRRUP COURT STIRRUP COURT STIRRUP COURT
ADDENDUM No. 1
STIRRUP COURT (STA. 0+00 - 10+00)
40 0 40 80
SCALE: 1" = 40'
2-10-21
DATE
T
5-4-21
R/W
PROPOSED 20 LF 12"Ø x t=0.188" STEEL PIN: 06147046
FILE PATH:L:\Projects\Union County (NC)\2019051100CL - TO 10 Short Water Line Extensions\CADD\Plan Set\Phase #4\Areas #12, #17, #19.dwgL:\Projects\Union County (NC)\2019051100CL - TO 10 Short Water Line Extensions\CADD\Plan Set\Phase #4\Areas #12, #17, #19.dwg, CHAIGLER, 5/4/2021 1:25:56 PM
R/W CASING W/ 6" RESTRAINED JOINT PIPE. FRIEDRICH THOMAS C
AND WIFE CAREY C PIN: 06147045
NO.
SEE DETAIL 17, SHEET D.2 PIN: 06147044 PIN: 06147043
2
1
FINAL DRAWINGS - FOR BIDDING - NOT RELEASED FOR CONSTRUCTION
7123 STIRRUP COURT BYERS DAVID J
MATCHLINE STA. 10+00 - SEE SHEET C.6
HAMRICK JONATHAN F PERRYMAN JEFF DAVID
STA. 11+41 ± 7135 STIRRUP COURT
AND MARIA M AND HEATHER SUZETTE
SEE
R/ CROSSING DETAIL, SHEET C.7 7141 STIRRUP COURT 7147 STIRRUP COURT
10+00 W
11+
R/W 00
PROPOSED 6" PVC WATER LINE
R/W W/ TRACER WIRE, 7.5' OFF EOP, TYP.
FY20 SHORT WATER LINE EXTENSIONS PROJECT PHASE 4
STA. 11+13± R/W
BEGIN RESTRAINED 12+
JOINT PIPE 00
R/W
PROPOSED STONE OUTLET,
STIRRUP CT STA. 0+00 TO 20+00
TYP. SEE DETAIL SHEET D.5 R/W
STA. 11+63± 2
END RESTRAINED JOINT PIPE R/W 13 ST
+0 (ASIRRU
40 0 40 80
0
PROPOSED TEMPORARY NC PH P C
MATCHLINE S
DO AL T ( R/W PROPOSED 2" PVC WATER LINE
FILTER SOCK CHECK DAM, TYP. T R T S SR SCALE: 1" = 40'
SEE DETAIL SHEET D.6 /W URF 253 W/ TRACER WIRE, 7.5' OFF EOP, TYP.
WI AC 5)
DT E)
R/W H6 STA. 18+62± APPLICANTS:
0'
14 PROPOSED 2" GATE VALVE 1. 7123 STIRRUP CT - TOM & CAREY FRIEDRICH
+0 R/W 2. 7135 STIRRUP CT - DAVID BYERS
0
3. 7141 STIRRUP CT - JONATHAN HAMRICK
STA. 18+56±
TA. 20+00 - S
PROPOSED TEMPORARY T
T 4. 7147 STIRRUP CT - JEFF & HEATHER PERRYMAN
SILT FENCE, TYP. PROPOSED FIRE HYDRANT ASSEMBLY.
R/W
SEE DETAIL SHEET D.5 R/W 6" BLIND FLANGE W/ 2" TAP NOTE:
SEE DETAIL 7A, SHEET D.1 R/W 1. THE LIMITS OF DISTURBANCE (LOD) CONSIST
15+ R/W R/W OF AN APPROXIMATELY 20-FOOT WIDE AREA
00 R/W R/W FROM THE EDGE OF PAVEMENT TO THE
EXISTING RIGHT-OF-WAY UNLESS OTHERWISE
PROJECT NAME:
DRAWING TITLE:
R/W
EE SHEET C.7
SPECIFIED OR NOTED.
2. ADD BENDS AS NEEDED TO FOLLOW
16+00
20+00 PROPOSED ALIGNMENT.
3. CONTRACTOR SHALL VISUALLY VERIFY ALL
R/W
17+00 19+00 UTILITY DEPTHS, SIZES, AND MATERIALS PRIOR
18+00
TT
R/W
R/W TO CONSTRUCTION. DEPTHS, SIZES, AND
R/W
TR
R/W R/W MATERIALS SHOWN HAVE NOT BEEN VERIFIED.
TT
4. CONTRACTOR SHALL BE RESPONSIBLE FOR
THE REPAIR OR REPLACEMENT OF EXISTING
WATER SERVICES IF DAMAGED DURING PROJ. MGR.: JB
PIN: 06147035 PIN: 06147036
STAR CITY CONSTRUCTION ACTIVITIES. NO RESIDENT DESIGN BY: JB
STAR CITY PIN: 06147037
DEVELOPMENT CO INC STAR CITY SHALL BE OUT OF WATER. DRAWN BY: CLH
DEVELOPMENT CO INC 5. MAINTAIN 2 FOOT HORIZONTAL CLEARANCE PROJ. DATE: APRIL 2021
STIRRUP COURT STIRRUP COURT DEVELOPMENT CO INC
STIRRUP COURT FROM EXISTING GAS MAIN AT ALL POINTS. DRAWING NUMBER:
CONTRACTOR TO CONFIRM LOCATION OF GAS
STIRRUP COURT (STA. 10+00 - 20+00)
MAIN.
6. WHENEVER POSSIBLE, USE A SOD CUTTER
AND PUT SOD BACK IN DISTURBED LAWNS.
C.6 OF 11
WHEN A SOD CUTTER IS NOT POSSIBLE, WKD PROJ. NO.:
REPLACE DISTURBED LAWNS WITH NEW SOD
AS SPECIFIED IN SPECIFICATION 32 92 23 20190511.00.CL
SODDING.COPYRIGHT ©, W.K. DICKSON & CO., INC. ALL RIGHTS RESERVED. REPRODUCTION OR USE OF THE CONTENTS OF THIS DOCUMENT; ADDITIONS OR
DELETIONS TO THIS DOCUMENT, IN WHOLE OR IN PART, WITHOUT WRITTEN CONSENT OF W.K. DICKSON & CO., INC., IS PROHIBITED. ONLY COPIES
FROM THE ORIGINAL OF THIS DOCUMENT, MARKED WITH AN ORIGINAL SIGNATURE AND SEAL SHALL BE CONSIDERED TO BE VALID, TRUE COPIES.
PIN: 06147042 PIN: 06147041
BAINE BURT H AND KLAS TODD M & community infrastructure consultants
WIFE PATRICIA J FITZGE KLAS JENNIFER M
7155 STIRRUP COURT 1213 W. MOREHEAD STREET, SUITE
7165 STIRRUP COURT 300
CHARLOTTE, NC 28208
(t)704-334-5348
(f)704-334-0078
WWW.WKDICKSON.COM
STA. 23+00± NC LICENSE NO.F-0374
PROPOSED 2" GATE VALVE AND
2" BLOW-OFF ASSEMBLY.
SEE DETAIL 2, SHEET D.1
FREE BORE
FREE BORE
CONCRETE DRIVEWAY
CONCRETE DRIVEWAY R/W
MATCHLINE
TT
R/W
R/
W
)
STIRRUP CT (SR 2535 PROFESSIONAL SEAL
E)
S
(ASPHALT SURFAC
TA. 20+00 -
'
NCDOT R/W WIDTH 60 2
1+0
00
20+00 0 PROPOSED 2" PVC WATER LINE
BY
CH
CH
22+
W/ TRACER WIRE, 7.5' OFF EOP, TYP.
R/W
R/
T R/W W
SEE SHEET
T
TR
TR
TR FREE BORE
CONCRETE DRIVEWAY
FREE BORE PIN: 06147039
FREE BORE LUND STEVEN A
WOODEN WALKWAY
C
CONCRETE DRIVEWAY AND WIFE KATRINA
.6
7164 STIRRUP COURT
DESCRIPTION
REVISION RECORD
PROPOSED INLET PROTECTION,
PIN: 06147038 TYP. SEE DETAIL SHEET D.6
REVISED PER NCDOT COMMENTS
MORGAN JAMES K JR
AND WIFE KATHARINE
PROPOSED TEMPORARY
7148 STIRRUP COURT SILT FENCE, TYP.
SEE DETAIL SHEET D.5 40 0 40 80
STIRRUP COURT (STA. 20+00 - 23+00) SCALE: 1" = 40'
ADDENDUM No. 1
30' NCDOT R/W
30' NCDOT R/W 645 645 30' NCDOT R/W 1
650 650
10'
8'
2-10-21
DATE
5-4-21
11.4'
640 640
FILE PATH:L:\Projects\Union County (NC)\2019051100CL - TO 10 Short Water Line Extensions\CADD\Plan Set\Phase #4\Areas #12, #17, #19.dwgL:\Projects\Union County (NC)\2019051100CL - TO 10 Short Water Line Extensions\CADD\Plan Set\Phase #4\Areas #12, #17, #19.dwg, CHAIGLER, 5/4/2021 1:25:16 PM
635 635
24" MIN.
NO.
2
1
645 PROPOSED 6" RJ DIP
FINAL DRAWINGS - FOR BIDDING - NOT RELEASED FOR CONSTRUCTION
645 24" MIN.
PROPOSED 6" RJ DIP
WATER MAIN W/ 12"
WATER MAIN W/ 12"
STEEL CASING
STEEL CASING
635 635
630 630
MIN. 6" CLEARANCE MIN. 6" CLEARANCE
640 640 (PROPOSED CASING (PROPOSED CASING
TO EX. CULVERT) TO EX. CULVERT)
FY20 SHORT WATER LINE EXTENSIONS PROJECT PHASE 4
24" PROPOSED 6" RJ DIP
WATER MAIN W/ 12" 630 630
STEEL CASING 625 625
624 624
635 635
0
0
STIRRUP CT STA. 20+00 TO 23+00
625 625
0
STIRRUP CT STA. 11+41 CROSSING DETAIL
STIRRUP CT STA. 6+28 CROSSING DETAIL SCALE: 1"=20' HORIZ.; 1"=5' VERT.
SCALE: 1"=20' HORIZ.; 1"=5' VERT. STIRRUP CT STA. 8+22 CROSSING DETAIL
SCALE: 1"=20' HORIZ.; 1"=5' VERT.
2 APPLICANTS:
1. 7148 STIRRUP CT - KATHERINE JERIGAN
2. 7155 STIRRUP CT - BURT & PATRICIA FITZGERALD
645 645 645 645 3. 7164 STIRRUP CT - STEVEN LUND
*BEGIN RESTRAINED JOINT *BEGIN RESTRAINED JOINT
PIPE (RJP) STA. 7+79 AND PIPE (RJP) STA. 11+13 AND NOTE:
END RJP STA. 8+74 END RJP STA. 11+63 1. THE LIMITS OF DISTURBANCE (LOD) CONSIST
PROPOSED 6" DIP OF AN APPROXIMATELY 20-FOOT WIDE AREA
WATER MAIN W/ 12" PROPOSED 6" DIP FROM THE EDGE OF PAVEMENT TO THE
640 640 640 WATER MAIN W/ 12"
640
STEEL CASING EXISTING RIGHT-OF-WAY UNLESS OTHERWISE
STEEL CASING SPECIFIED OR NOTED.
PROJECT NAME:
DRAWING TITLE:
24" MIN. 2. ADD BENDS AS NEEDED TO FOLLOW
3' MIN. PROPOSED ALIGNMENT.
3' MIN.
3. CONTRACTOR SHALL VISUALLY VERIFY ALL
UTILITY DEPTHS, SIZES, AND MATERIALS PRIOR
635 635 635 635
3' MIN. TO CONSTRUCTION. DEPTHS, SIZES, AND
DEFLECT 24" MIN.
DEFLECT 3' MIN. MATERIALS SHOWN HAVE NOT BEEN VERIFIED.
4. CONTRACTOR SHALL BE RESPONSIBLE FOR
THE REPAIR OR REPLACEMENT OF EXISTING
DEFLECT WATER SERVICES IF DAMAGED DURING
MIN. 6" CLEARANCE CONSTRUCTION ACTIVITIES. NO RESIDENT PROJ. MGR.: JB
630 (PROPOSED CASING 630 630 DEFLECT 630
MIN. 6" CLEARANCE SHALL BE OUT OF WATER. DESIGN BY: JB
TO EX. CULVERT) (PROPOSED CASING 5. MAINTAIN 2 FOOT HORIZONTAL CLEARANCE DRAWN BY: CLH
TO EX. CULVERT) FROM EXISTING GAS MAIN AT ALL POINTS. PROJ. DATE: APRIL 2021
CONTRACTOR TO CONFIRM LOCATION OF GAS
DRAWING NUMBER:
MAIN.
6. WHENEVER POSSIBLE, USE A SOD CUTTER
625
7+75 8+00 8+50 8+75
625 625
11+00 11+50
625
12+00
AND PUT SOD BACK IN DISTURBED LAWNS.
WHEN A SOD CUTTER IS NOT POSSIBLE,
C.7 OF 11
REPLACE DISTURBED LAWNS WITH NEW SOD WKD PROJ. NO.:
EXISTING CULVERT STA. 8+22 CROSSING DETAIL EXISTING CULVERT STA. 11+41 CROSSING DETAIL AS SPECIFIED IN SPECIFICATION 32 92 23
SCALE: 1"=20' HORIZ.; 1"=5' VERT. SCALE: 1"=20' HORIZ.; 1"=5' VERT. SODDING. 20190511.00.CLYou can also read
