Item 4E - Supporting Documents
CITY OF SOUTHLAKE
Project No. 2022-59
CITY OF SOUTHLAKE
PUBLIC WORKS DEPARTMENT
CONTRACT CHANGE ORDER NO. 1
PROJECT NO.: 2022-59
DESCRIPTION: Southlake Pickleball at Bicentennial Park Project
TO: North Rock Construction
You are hereby instructed to comply with the following changes from the Contract Plans and
Specifications:
SUMMARY OF CHANGES
Description
(Detailed Explanation Attached)
Change in
Contract Price1
Change in
Contract Time
(Days)
1. Credit for Electric Repair on 05/01/2023 ($2,838.32) 0
Net Change in Contract Price and Work Days ($2,838.32) 0
1Deduction or decrease in Contract Price is denoted in parentheses.
The following change is hereby made a part of the Contract Documents and shall be performed
under the same terms and conditions as required by the original Contract Documents. Except as
modified herein, the original Contract Documents and all prior amendments shall remain in full
force and effect and all of the terms of the Contract Documents are hereby incorporated in this
Change Order.
SUMMARY OF ALL CHANGE ORDERS
ORIGINAL CONTRACT AMOUNT ........................... $3,663,583.57
CCO 01 ........................................................................ ($2,838.32)
TOTAL ..................................................................... $3,660,745.25
SUMMARY OF CONTRACT CONSECUTIVE CALENDAR DAYS
FIRST DAY OF WORK: ................................................ 04/17/2023
CONTRACT CONSECUTIVE CALENDAR DAYS: .................... 180
TIME EXTENSION: CCO 1 ......................................................... 0
NEW TOTAL WORKING DAYS: ............................................... 180
LAST DAY OF WORK: .................................................. 10/13/2023
CITY OF SOUTHLAKE
Project No. 2022-59
CHANGE ORDER DETAIL
Change Order No.: 1
Project No.: 2022-59
Description:
The changes or interpretations described and noted herein are hereby authorized. The signed
original of this order is on file in the Department of Public Works. Shown as separate paragraphs:
(A) Reason for Change; (B) Description of Change; (C) Change in Contract Costs; and (D)
Change in Completion Date.
Item No. 1: Credit for Electrical Repair on 5/1/2023
A. Reason for Change: Contractor damaged an electrical line associated with the irrigation
system, while performing earthwork. The contractor was unable to schedule their electrical
sub to perform repair in a timely manner. To meet their contractual obligations, the
contractor requested to use Ed’s Electric to perform the repair and to reimburse the the
City for any charges incurred for this repair. The City agreed to this arrangement. A copy
of Ed’s Electric invoice for the repair is attached.
B. Description of Change: See attached Invoice 14095 from Ed’s Electric.
C. Change in Contract Cost:
Deduct $2,838.32
D. Change in Completion Date:
Add 0 Calendar Days
SIGNATURE PAGE TO FOLLOW:
CITY OF SOUTHLAKE
Project No. 2022-59
The original Contract Price was ($3,663,583,57). Contract Change Order No. 1 decreased the
Contract Price by ($2,838.32). The new Contract Price will be $3,660,745.25, resulting in an
decrease of approximately 0.08% to the original Contract.
The original Contract Time of 180 consecutive calendar days was extended by 0 calendar days
per Change Order No. 1. The last contract Working Day is new October 13, 2023.
Ordered:
Project Manager
Date:
Acceptance by the Contractor:
This Change Order is in full compromise and settlement of all adjustments to Contract Time and
Contract Price, and compensation for any and all delay, extended or additional field and home
office overhead, disruption, acceleration, inefficiencies, lost labor or equipment productivity,
differing site conditions, construction interferences and other extraordinary or consequential
damages (hereinafter called “Impacts”), including any ripple or cumulative effect of these Impacts
on the overall Work under the Contract arising directly or indirectly from the performance of Work
described in this Change Order. By execution of this Change Order, the Contractor agrees that
this Change Order constitutes a complete accord and satisfaction with respect to all claims for
schedule extension, Impacts, or any costs of any nature, character or kind arising out of or
incidental to this Change Order.
Name: Date:
Title:
June 9, 2023
Reviewed for Payment on 05/08/2023
No Exception Taken
CITY OF SOUTHLAKE
Project No. 2022-59
CITY OF SOUTHLAKE
PUBLIC WORKS DEPARTMENT
CONTRACT CHANGE ORDER NO. 2
PROJECT NO.: 2022-59
DESCRIPTION: Southlake Pickleball at Bicentennial Park Project
TO: North Rock Construction
You are hereby instructed to comply with the following changes from the Contract Plans and
Specifications:
SUMMARY OF CHANGES
Description
(Detailed Explanation Attached)
Change in
Contract Price1
Change in
Contract Time
(Days)
1. Revised Scope of Work for Installation of
Water Fountain per Construction Change
Request #002 (attached)
$24,324.80 3
Net Change in Contract Price and Work Days $24,324.80 3
1Deduction or decrease in Contract Price is denoted in parentheses.
The following change is hereby made a part of the Contract Documents and shall be performed
under the same terms and conditions as required by the original Contract Documents. Except as
modified herein, the original Contract Documents and all prior amendments shall remain in full
force and effect and all of the terms of the Contract Documents are hereby incorporated in this
Change Order.
SUMMARY OF ALL CHANGE ORDERS
ORIGINAL CONTRACT AMOUNT ........................... $3,663,583.57
CCO 01 ........................................................................ ($2,838.32)
CCO 02 ......................................................................... $24,324.80
TOTAL ..................................................................... $3,685,070.05
SUMMARY OF CONTRACT CONSECUTIVE CALENDAR DAYS
FIRST DAY OF WORK: ................................................ 04/17/2023
CONTRACT CONSECUTIVE CALENDAR DAYS: .................... 180
TIME EXTENSION: CCO 1 ......................................................... 0
TIME EXTENSION: CCO 2 ......................................................... 3
NEW TOTAL WORKING DAYS: ............................................... 183
LAST DAY OF WORK: .................................................. 10/16/2023
CITY OF SOUTHLAKE
Project No. 2022-59
CHANGE ORDER DETAIL
Change Order No.: 2
Project No.: 2022-59
Description:
The changes or interpretations described and noted herein are hereby authorized. The signed
original of this order is on file in the Department of Public Works. Shown as separate paragraphs:
(A) Reason for Change; (B) Description of Change; (C) Change in Contract Costs; and (D)
Change in Completion Date.
Item No. 1: Revised Scope of Work for Installation of Water Fountain per Construction
Change Request #002 (attached)
A. Reason for Change: Building Inspections required the installation of a standalone water
fountain, to meet ADA requirements and issue the Building Permit. The
B. Description of Change: See Construction Change Request #002 (attached)
C. Change in Contract Cost:
Deduct $24,324.80
D. Change in Completion Date:
Add 3 Calendar Days
SIGNATURE PAGE TO FOLLOW:
CITY OF SOUTHLAKE
Project No. 2022-59
The original Contract Price was ($3,663,583.57). Contract Change Order No. 1 decreased the
Contract Price by ($2,838.32). Contract Change Order No. 2 increased the contract price by
$24,324.80. The new Contract Price will be $3,685,070.05, resulting in an increase of
approximately 0.59% to the original Contract.
The original Contract Time of 180 consecutive calendar days was extended by 3 calendar days
per Change Order No. 2. The last contract Working Day is new October 16, 2023.
Ordered:
Project Manager
Date:
Acceptance by the Contractor:
This Change Order is in full compromise and settlement of all adjustments to Contract Time and
Contract Price, and compensation for any and all delay, extended or additional field and home
office overhead, disruption, acceleration, inefficiencies, lost labor or equipment productivity,
differing site conditions, construction interferences and other extraordinary or consequential
damages (hereinafter called “Impacts”), including any ripple or cumulative effect of these Impacts
on the overall Work under the Contract arising directly or indirectly from the performance of Work
described in this Change Order. By execution of this Change Order, the Contractor agrees that
this Change Order constitutes a complete accord and satisfaction with respect to all claims for
schedule extension, Impacts, or any costs of any nature, character or kind arising out of or
incidental to this Change Order.
Name: Date:
Title: Garrett Harden, Project Engineer
06/20/2023
\\Data1\Projects3\2021\8125.21\05_CONSTR\04_CHANGE\01_CCR\CCR 002\8125.21-CCR_Change_Request.docx
CONSTRUCTION CHANGE REQUEST #002
PROJECT:
Southlake Bicentennial Pickleball
Complex
DATE: May 15, 2023 Owner
Southlake, TX CONTRACT DATE: Architect
ARCHITECT’S PROJECT
NUMBER: 8125.21
Contractor
TO CONTRACTOR:
North Rock Construction
OWNER’S PROJECT NUMBER:
Other
3912 E. McKinney St.
Denton, TX 76208
05/15/2023
Please submit an itemized quotation for changes in the Contract Sum and/or Time incidental to proposed modification to the Contract
Documents described herein. THIS IS NOT A CHANGE ORDER NOR A DIRECTION TO PROCEED WITH THE WORK DESCRIBED
HEREIN UNTIL APPROVED BY THE OWNER.
Description: (Written description of the work)
C-102 Sanitary Sewer Plan-Profile
Addition of sanitary sewer line S2 for connection to ADA compliant bi-level drinking fountain.
Changed slope of line S1 from 2.00% to 1.50%.
C-103 Water Layout
Addition of water line W2 for connection to ADA compliant bi-level drinking fountain.
Extension of water line W1 to be 5’ outside the building for connection by MEP.
C-104 Storm Drain Plan-Profile Main A
Moved roof drain tee connection on Main A to STA 2+76.
C-105 Roof Drains & Turf Subdrainage
Updated roof drain line locations to avoid new drinking fountain and HVAC system.
LC100 Construction Layout
Addition of ADA compliant bi-level drinking fountain.
LC101 Coordinate Layout
Addition of coordinate point for ADA compliant bi-level drinking fountain.
LC102 Coordinate Schedule
Addition of coordinate point for ADA compliant bi-level drinking fountain to coordinate schedule.
MP111 Mechanical and Plumbing Plans
Extension of sanitary sewer line for connection to ADA compliant bi-level drinking fountain.
Submitted By: James Williams Attachments: C-102, C-103, C-104, C-105, LC100, LC101, LC102, MP111
CONTRACTOR’S RESPONSE:
Additional days requested for this CCR:
Add to / Credit Contract Sum $
Credit / Deduct Contingency
Owner CMAR
$
Credit / Deduct Allowance $
(Name of Allowance)
TOTAL CCR $
Attachment: Breakdown
CONSTRUCTION CHANGE REQUEST APPROVAL
CPS
CPS
Mora
Mora
CPS / NRC
Paramount
x 24,324.80
3
3912 E Mckinney St
Denton, TX 76205
Phone: 940-220-5500
Project
PO#
Attention
Contract Date
OH&P
NR Project #
Start Date
Compl Date
Today's Date
Proposed Change Order
Line
Item
Quantity Unit Unit
Price
1 1 LS 2,780.00$
2 1 LS 15,000.00$
3 1 LS 3,222.00$
4 1 LS 150.00$
5 1 LS
6 1 EA
3 1 LS 15%
Total Add: 24,324.80$
Deductions
1 1 EA
2 1 LS
LS
Total Deduct: -$
Total:24,324.80$
Date:
North Rock Construction Garrett Harden (Project Engineer)
Accepted By:
$ -
Tuesday, March 7, 2023
$ -
$ -
$ -
Subtotal 21,152.00$
Overhead & Profit 3,172.80$
Description
OCO #8
Total
Price
-$
Site water / sewer / MDF drinking fountain 15,000.00$
Storm Sewer - Install HDPE and fittings 2,780.00$
-$
Building water and sewer for MDF drinking fountain 3,222.00$
150.00$ Survey Staking
10/13/2023 Current CO Days Added 3
06/02/2023 Revised Contract Days 183
22N-097 Original Contract Day 180
04/17/2023 Previous Added Days 0
03/21/2023 Current Change Order $24,324.80
15%Revised Contract Amount 3,687,908.37$
Southlake Pickleball Complex
#22300682
PCO #1
Original Contract Amount $ 3,663,583.57
Mamerto Estepa Previous Change Orders $-
Date: June 1, 2023
To: Northrock PROPOSAL FOR: Southlake Pickleball
Southlake, TX
ITEM DESCRIPTION UNIT QUANTITY PRICE AMOUNT
STORM SEWER
Install 4" HDPE L.F. 40 $57.00 $2,280.00
Fittings EA 4 $125.00 $500.00
STORM SEWER TOTAL $2,780.00
PROPOSAL TOTAL $2,780.00
***PROPOSAL VALID FOR 30 DAYS**
Price Includes:Price Excludes: (Unless Specified)
A. Items and quantities listed A. Any engineering layout or control
B. Hauloff of excess trench spoils B. Any concrete paving removal/replacement
C. Mechanical compaction of trenches C. Any landscape or irrigation replacement
D. Any permits or fees (inspection, impact, etc.)
E. Payment, performance or maintenance bonds
F. Meters or meter deposits
G. Rock Excavation
H. Lab Testing
I. Extra depth for water main
J. Any private water/sewer service lines
Thank You,
Roger Mora
GENERAL CONTRACTOR TO REMOVE ANY PAVING UNLESS SPECIFIED IN PROPOSAL.
Fax (972) 438-8844
Mora Construction, Inc.
PO BOX 154897
Irving, TX 75015
Phone (972) 438-8811
CHANGE ORDER #1
6/2/2023 Mora Construction, Inc. SCR-0593-U
Commercial Plumbing Specialists
5017 US Hwy 377 S
Krugerville, Texas 76227
PH 940-765-3251
06/01/2023
North Rock Construction
Garrett Harden
gharden@nrockconstruction.com
Southlake Pickleball Complex
Southlake, TX
Plumbing materials and installation shall be in accordance with Texas State Board of Plumbing
Codes and all Local Plumbing Codes. We have an RMP-Steven L. Newton License # M-18975. Should
you have any questions or complaints about our work, you can call the Texas State Board of Plumbing
Examiners, 929 E. 41st St. Austin, TX 78751 at 512-936-5200 and reference our license number. We will
also furnish Liability and Worker's Compensation Certificates upon request.
Additional Work Bid:
-All labor, equipment, materials, mobilization, and trench safety to complete work
-Dig, backfill and compact trenches
-Gravel/sand backfill around sewer and water piping
-2” HDPE Water line installed 38 LF W2 - $2,964.00
-4” PVC sanitary sewer line installed by open cut 23 LF S2 - $1,564.00
-Sanitary sewer cleanout installed - $773.00
-MDF 440SM drinking fountain w/cut off valve low point drain - $6,000.00
-Drinking fountain installation and water and sewer connections - $3,699.00
Not Included In Bid:
- Compaction testing
- Hauling off excess dirt/spoils
- Permits, fees, bonds, deposits, and meters
- Remove, replace, repair landscaping and irrigation
- Sawcut, remove and replace concrete/paving
ROCK CLAUSE: If the underground cannot be dug with a backhoe, and a rock bucket or bigger
machine is required, the cost will be included in a change order to be approved before we continue the
underground phase.
NOTIFICATION OF ACCEPTANCE OR REJECTION: Contact Ryan Newton at 940-765-3251
BID TOTAL: $15,000.00
(FIFTEEN THOUSAND AND NO/100 DOLLARS)
Thank you for the opportunity to bid on your work. Please advise if you have additional requirements
regarding this bid.
7415 Whitehall St Ste 109
Richland Hills, Tx 76118
817.900.2030
CCR 02 Change Order Proposal
Date: 5-22-23
Job: Southlake PickleBall
To: ESTIMATING
Plumbing bid per plans CCR 2 and specs. Including the following fixtures;
• Bid is good for no more than 30 days
• PVC sewer from 5’ out from Drinking Fountain
• Added Excavation at Main Trunk Line
• Fountain provided and installed BY OTHERS
• Pricing based on working 10-hour days Monday – Thursday, no expedited schedule.
Base Bid Plumbing $ 3,222.00
No Tax
Exclusions;
No HVAC condensate. No Gas. NO BIM or ENGINEERED DRAWINGS. No rock excavation. No soil retainage/void systems. No
taps, meters, or fees. No coring, saw cut in post tension slab. No XRAY. No saw cut or pour back. No pour back of existing leave
outs. No painting of any pipe. No spoil haul off. No low voltage wiring if required. No sub-meter unless noted above, no
backflow unless noted above. No DEMO or REPLACEMENT of ceilings, walls, wall coverings, floors, flooring, cabinets, or any
other item covering or encasing any plumbing to tie into or demo. NO SAW CUT OR POUR BACK IN POST TENSION OR CARTON
FORM SLAB. Saw cut and pour back pricing based on slab on grade no more than 6” thick, if post tension or carton form pricing
will be adjusted. IF PRICING IS GIVEN IT IS FOR SLAB ON GRADE ONLY. Any jackhammering will be additional. No housekeeping
pads.
Thank You,
Scottie Sugg
M-22558
Texas State Board of Plumbing Examiners https://tsbpe.texas.gov/
929 E. 41st
Austin,Tx 78751
512-936-5200
Rental 250.00$
22.7 Labor 1,806.34$
Material 872.75$
0.1 OH/Fee 292.91$
3,222.00$
Unit Matl Net Net Unit Adj
Qty Size Description Price Disc Price Total Hours Hours
160 <None>cu ft Excavated Dirt Backfill 0.20$ 1.00 0.20$ 32.00$ 0.02 3.2
80 <None>sq ft Sand Bedding 0.80$ 1.00 0.80$ 64.00$ 0.02 1.6
190 <None>cu ft Excavation 0.80$ 1.00 0.80$ 152.00$ 0.01 1.9
160 <None>Added depth cu ft Excavated Dirt Backfill 0.20$ 1.00 0.20$ 32.00$ 0.02 3.2
80 <None>Added Depth sq ft Sand Bedding 0.80$ 1.00 0.80$ 64.00$ 0.02 1.6
180 <None>Added Depth cu ft Excavation 0.80$ 1.00 0.80$ 144.00$ 0.01 1.8
1 4 TIEIN 85.00$ 1.00 85.00$ 85.00$ 3.00 3.0
9 4 PVC Solvent Weld Joints 0.52$ 1.00 0.52$ 4.68$ 0.00 0.0
1 4 PVC DWV Coupling 85.06$ 0.20 17.01$ 17.01$ 0.35 0.4
1 4 PVC DWV Wye 341.73$ 0.20 68.35$ 68.35$ 0.80 0.8
2 4 PVC DWV 1/8 Bend 169.28$ 0.20 33.86$ 67.71$ 0.60 1.2
20 4 Sch 40 PVC DWV PE Pipe 14.20$ 0.50 7.10$ 142.00$ 0.20 4.0
872.75$ 22.7
LPLPLPLPWVICVICVICVICVFHFREEDOM LANEUNITY WAY3' Grate InletFL = 637.84DumpsterEnclosureWWWWWSSSSSSGrate InletGrate InletEXISTING 6" SANITARY SEWER LINESTA. 0+00 ~ BEGIN LINE S1INSTALL 4" TAP ON EXISTING 6"SANITARY SEWER LINETOP ELEV. = 641.50 4" ELEV. = 636.77 EX. 6" ELEV. = 636.60 (VERIFY)N: 7028443.16; E: 2381196.22106 LF ~ 4" PVC SANITARYSEWER ON 1.50%STA. 1+06 ~ LINE S1INSTALL:1 ~ SANITARY SEWER CLEANOUT 4" ELEV. = 638.36N: 7028498.00E: 2381105.2676 LF ~ 4" PVC SANITARYSEWER ON 1.50%50 LF ~ 4" PVC SANITARY SEWER(BY BORE) ON 1.50%LINE S1STA. 2+35 ~ END LINE S1 4" ELEV. = 640.30N: 7028621.90E: 2381076.84STA. 2+32 ~ LINE S1INSTALL:1 ~ SANITARY SEWER CLEANOUTSSCO TOP ELEV. = 643.78(MATCH FINISHED GRADE) 4" ELEV. = 640.25N: 7028620.47E: 2381076.833 LF ~ 4" PVC SANITARYSEWER ON 1.50%5'TOP ELEV. = 641.25(MATCH EXISTING GRADE)N: 7028500.95E: 2381100.38STA. 1+82 ~ LINE S1BEGIN 4" SANITARY SEWER BY BOREN: 7028571.72; E: 2381088.165'6 LF ~ 4" PVC SANITARYSEWER ON 1.50%17 LF ~ 4" PVC SANITARYSEWER ON 1.50%STA. 0+00 ~ BEGIN LINE S2 4" ELEV. = 640.90N: 7028660.24; E: 2381090.70STA. 0+23 ~ END LINE S2CONNECT TO PROPOSEDDRINKING FOUNTAINTOP ELEV = 643.85 4" ELEV. = 641.25N: 7028681.75; E: 2381094.88STA. 0+17 ~ LINE S2INSTALL:1 ~ SANITARY SEWER CLEANOUT 4" ELEV. = 641.16N: 7028677.45; E: 2381090.70TOP ELEV. = 643.87(MATCH EXISTING GRADE)N: 7028679.40; E: 2381090.70LINE S2PROPOSED DRINKING FOUNTAIN1+000+00640635645650FLOWLINEELEVATIONS636.60 STA. 0+00 ~ BEGIN LINE S11 ~ 4" TAP ON EX. 6" LINETOP ELEV. = 641.50 4" ELEV. = 636.77 EX. 6" ELEV. = 636.60 (VERIFY)PROPOSED GRADE@ ℄ OF PIPEEXISTING GRADE@ ℄ OF PIPE2+00638.27
2+50639.02
639.770+50637.521+50636.77 106 LF ~ 4" PVC SANITARYSEWER (SDR-35) ON 1.50%STA 1+06 ~ LINE S11 ~ 4"-45° WYE1 ~ SANITARY SEWER CLEANOUT 4" ELEV. = 638.36STA 1+08 ~ LINE S1TOP ELEV. = 641.25(MATCH EXISTING GRADE)
STA 1+82 ~ LINE S1
BEGIN SANITARY SEWER
BY BORE
STA 2+35 ~ END LINE S1
STUB OUT 4" LINE FOR
CONNECTION BY MEP
4" = 640.90 76 LF ~ 4" PVC SANITARYSEWER (SDR-35) ON 1.50%50 LF ~ 4" PVC SANITARYSEWER (SDR-35) BYBORE ON 1.50%STA 2+32 ~ LINE S1
1 ~ 4"-45° WYE
1 ~ SANITARY SEWER CLEANOUT
4" ELEV. = 640.253 LF ~ 4" PVCSANITARY SEWERON 1.50%EXISTING 6"SANITARY SEWERSTA 2+34 ~ LINE S1
TOP ELEV. = 643.78
(MATCH FINISHED GRADE)0+00640.90
0+50STA. 0+00 ~ BEGIN LINE S2
STUB OUT 4" LINE FOR
CONNECTION BY MEP
4" ELEV. = 640.90PROPOSED GRADE@ ℄ OF PIPEEXISTING GRADE@ ℄ OF PIPESTA 0+17 ~ LINE S2
1 ~ 4"-45° WYE
1 ~ SANITARY SEWER CLEANOUT
4" ELEV. = 641.16
STA 0+19 ~ LINE S2
TOP ELEV. = 643.87
(MATCH FINISHED GRADE)
STA 0+23 ~ END LINE S2
CONNECT TO PROPOSED
DRINKING FOUNTAIN
TOP ELEV = 643.85 (MATCH
FINISHED GRADE)
4" = 641.2517 LF ~ 4" PVCSANITARY SEWERON 1.50%6 LF ~ 4" PVCSANITARY SEWERON 1.50%640635645650FLOWLINE
ELEVATIONS
NORTH040'20'CONTROL POINT #3'X' Cut in CurbCONTROL POINT #160d NailN - 7028590.004E - 2380909.228ELEV. - 643.09N - 7028616.881E - 2381263.497ELEV. - 642.03CONTROL POINT #260d NailN - 7028622.215E - 2381091.805ELEV. - 643.11EXISTING UTILITIESCONTRACTOR MUST VERIFY LOCATION OF ALL OVERHEAD ANDUNDERGROUND UTILITIES PRIOR TO CONSTRUCTION. CONTRACTORSHALL COORDINATE WITH CITY OFFICIALS AND UTILITY COMPANIESIN LOCATING UTILITIES. CONTRACTOR SHALL BE HELD RESPONSIBLEFOR LOSSES DUE TO DAMAGE TO UTILITIES. LOCATION FOR ALLUTILITIES SHOWN ON PLANS ARE APPROXIMATE. CONTRACTORSHALL CALL TEXAS 811, 1-800-344-8377.639640639640LEGENDEXISTING 1' CONTOUREXISTING 5' CONTOURPROPOSED 1' CONTOURPROPOSED 5' CONTOURPROPOSED CLEANOUTEXISTING SANITARY SEWERPROPOSED SANITARY SEWEREXISTING WATER LINEPROPOSED WATER LINEEXISTING STORM DRAINPROPOSED STORM DRAINSSWNOTE:1. 4" SANITARY SEWER SHALL BE SDR35.Sanitary SewerPlan-ProfileC-102Parkhill.comPROJECT NO.CLIENT#DATEDESCRIPTIONKEY PLANA:\2021\8125.21\03_DSGN\01_DWG\050_CIVIL\C-102 SANITARY SEWER LAYOUT.DWG, 5/12/2023 3:51:33 PM, MKoceich
Southlake
Pickleball Complex
at Bicentennial ParkCity of Southlake450 W Southlake Blvd, Southlake, TX 760928125.21-12/12/2022Issue for BidPROFESSIONAL ENGI
N
E
ERLICENSED STATE OF TEXASLARRY D. STONE42252PARKHIL
L
SMI
TH & COOPER,INC. F-56005/12/2311111111111111111105/12/2023CCR 002LINE "S1"LINE "S2"
643642
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ICVWVWV
WVFHFHFREEDOM LANEFREEDOM LANEUNITY
WAY3' Grate InletFL = 637.84DumpsterEnclosureWWWWWWWWSSSSSSSSGrate InletGrate InletSTA. 0+52 ~ LINE W1INSTALL:1 ~ 2"-11.25° BENDN: 7028713.58E: 2381081.73STA. 0+00~ LINE W1INSTALL:1 ~ 2" TAPN: 7028763.43E: 2381068.7752 LF ~ 2" HDPEWATER LINELINE W1STA. 1+06 ~ END LINE W1N: 7028660.31E: 2381081.7829 LF ~ 2" HDPEWATER LINESTA. 0+01~ LINE W1INSTALL:1 ~ 2" WATER METERN: 7028762.38E: 2381069.00STORM DRAIN CROSSING 15" SD = 640.47TOP 2" WL = 638.47STORM DRAIN CROSSING 4" SD = 642.55TOP 2" WL = 640.55STORM DRAIN CROSSING 4" SD = 642.83TOP 2" WL = 640.83STORM DRAIN CROSSING 4" SD = 643.31TOP 2" WL = 641.31STORM DRAIN CROSSING 4" SD = 643.76TOP 2" WL = 641.76EXISTING 8" WATER LINE5'25 LF ~ 2" HDPE WATER LINESTA. 0+81~ LINE W1= STA. 0+00 ~ LINE W2INSTALL:1 ~ 2"x2" TEEN: 7028684.95; E: 2381081.73LINE W213 LF ~ 2" HDPE WATER LINESTA. 0+13 ~ LINE W2INSTALL:1 ~ 2"-45° BENDN: 7028684.95; E: 2381094.362 LF ~ 2" HDPE WATER LINESTA. 0+15 ~ END LINE W2CONNECT TO PROPOSEDDRINKING FOUNTAINN: 7028683.54; E: 2381095.77PROPOSED DRINKING FOUNTAINNORTH040'20'CONTROL POINT #3'X' Cut in CurbCONTROL POINT #160d NailN - 7028590.004E - 2380909.228ELEV. - 643.09N - 7028616.881E - 2381263.497ELEV. - 642.03CONTROL POINT #260d NailN - 7028622.215E - 2381091.805ELEV. - 643.11EXISTING UTILITIESCONTRACTOR MUST VERIFY LOCATION OF ALL OVERHEAD ANDUNDERGROUND UTILITIES PRIOR TO CONSTRUCTION. CONTRACTORSHALL COORDINATE WITH CITY OFFICIALS AND UTILITY COMPANIESIN LOCATING UTILITIES. CONTRACTOR SHALL BE HELD RESPONSIBLEFOR LOSSES DUE TO DAMAGE TO UTILITIES. LOCATION FOR ALLUTILITIES SHOWN ON PLANS ARE APPROXIMATE. CONTRACTORSHALL CALL TEXAS 811, 1-800-344-8377.639640639640LEGENDEXISTING 1' CONTOUREXISTING 5' CONTOURPROPOSED 1' CONTOURPROPOSED 5' CONTOUREXISTING SANITARY SEWERPROPOSED SANITARY SEWEREXISTING WATER LINEPROPOSED WATER LINEEXISTING STORM DRAINPROPOSED STORM DRAINSSWNOTES:1. MINIMUM VERTICAL SEPARATION BETWEENWATER LINES AND OTHER UTILITIES SHALL BETWO FEET (2.0').2. 2" WATER LINE SHALL BE SDR9, CLASS 200.Water LayoutC-103Parkhill.comPROJECT NO.CLIENT#DATEDESCRIPTIONKEY PLANA:\2021\8125.21\03_DSGN\01_DWG\050_CIVIL\C-103 WATER LAYOUT.DWG, 5/12/2023 3:53:52 PM, MKoceich
Southlake
Pickleball Complex
at Bicentennial ParkCity of Southlake450 W Southlake Blvd, Southlake, TX 760928125.21-12/12/2022Issue for BidPROFESSIONAL ENGI
N
E
ERLICENSED STATE OF TEXASLARRY D. STONE42252PARKHIL
L
SMI
TH & COOPER,INC. F-56005/12/231105/12/2023CCR 002
LPLPLPLPLPLPLPWVICVWVWVFHFHFREEDOM LANE3' Grate InletFL = 637.84DumpsterEnclosureWWWWW64164264264264364364364364364364
3
644644644644645645
645
645646646647
643642641646 643643644 644643644644644645644645647647 64664564411131024635557882515181412919201921162223241117STA. 0+39 ~ MAIN AINSTALL:1 ~ 18"-45° BEND 18" = 638.60N: 7028615.93E: 2381253.8418 LF ~ 18" HDPESTORM DRAIN ON 0.64%68 LF ~ 18" HDPESTORM DRAIN ON 0.64%STA. 0+46 ~ MAIN AINSTALL:1 ~ 18"-45° BEND 18" = 638.64N: 7028620.81E: 2381258.557 LF ~ 18" HDPE STORMDRAIN ON 0.64%12 LF ~ 18" HDPESTORM DRAIN ON 0.64%INSTALL:1 ~ 8" PLANTER AREA DRAINTOP ELEV. = 642.90 8" = 641.42N: 7028653.97; E: 2380999.91STA. 0+00 ~ BEGIN MAIN ACONNECT TO EXISTINGGRATE INLETTOP ELEV. = 640.90 (VERIFY) EX. 24" = 637.84 (VERIFY) 18" = 638.34N: 7028611.00E: 2381213.59INSTALL:1 ~ 8" PLANTER AREA DRAINTOP ELEV. = 643.23 8" = 641.65N: 7028635.94E: 2381030.33STA. 3+47 ~ MAIN AINSTALL:1 ~ 12"x8"-60° WYE 8" = 641.19 12" = 641.02N: 7028655.86E: 2381041.33STA. 3+44 ~ MAIN AINSTALL:1 ~ 12"-45° BEND 12" = 641.00N: 7028655.91E: 2381044.50STA. 2+97 ~ MAIN AINSTALL:1 ~ 15"x8" TEE9 LF ~ 8" HDPE STORMDRAIN ON 2.00% 8" = 640.91 15" = 640.50N: 7028689.88E: 2381077.935 LF ~ 15" HDPE STORMDRAIN ON 0.64%41 LF ~ 12"HDPE STORMDRAIN ON 0.55%9 LF ~ 8" HDPE STORMDRAIN ON 2.00%4 LF ~ 18" HDPE STORMDRAIN ON 0.64%STA. 1+14 ~ MAIN AINSTALL:1 ~ 18"-45° BEND 18" = 639.07N: 7028688.74E: 2381258.81STA. 1+36 ~ MAIN AINSTALL:1 ~ 18"x15" REDUCER 15" = 639.46 18" = 639.21N: 7028691.64E: 2381237.79131 LF ~ 15" HDPESTORM DRAIN ON 0.64%STA 2+93 ~ MAIN AWATER LINE CROSSING 15" SD = 640.47TOP 2" WL = 638.47STA. 0+18 ~ MAIN AINSTALL:1 ~ 18"-11.25° BEND 18" = 638.46N: 7028615.77E: 2381232.5421 LF ~ 18" HDPESTORM DRAINON 0.64%STA. 1+18 ~ MAIN AINSTALL:1 ~ 18"-45° BEND 18" = 639.10N: 7028691.70E: 2381255.97MAIN A18 LF ~ 15"HDPE STORMDRAIN ON 0.64%20 LF ~ 12" HDPE STORMDRAIN ON 0.55%STA. 2+94 ~ MAIN AINSTALL:1 ~ 15"-45° BEND 15" = 640.48N: 7028653.97E: 2381041.3946 LF ~ 8" HDPE STORMDRAIN ON 0.55%19 LF ~ 8" HDPE STORMDRAIN ON 0.55%NSTALL:1 ~ 8" PLANTER AREA DRAINTOP ELEV. = 643.65 8" = 642.03N: 7028708.32; E: 2380984.71STA. 4+70 ~ MAIN AINSTALL:1 ~ 8" PLANTER AREA DRAINTOP ELEV. = 643.65 8" = 642.02N: 7028724.49E: 2380985.52STA. 4+42 ~ MAIN AINSTALL:1 ~ 8"x8"-60° WYE10 LF ~ 8" HDPE STORMDRAIN ON 2.00% 8" = 641.83N: 7028703.46; E: 2380993.406 LF ~ 8" HDPESTORM DRAINON 0.55%STA. 2+72 ~ MAIN AINSTALL:1 ~ 15"x8"-45° WYE6 LF ~ 8" HDPE STORM DRAIN ON 2.00% 8" = 640.62 15" = 640.33N: 7028691.63; E: 2381102.255 LF ~ 15" HDPE STORMDRAIN ON 0.64%INSTALL:1 ~ 8" PLANTER AREA DRAINTOP ELEV. = 643.75 8" = 640.75N: 7028695.77; E: 2381098.45INSTALL:1 ~ 8" PLANTER AREA DRAINTOP ELEV. = 643.75 8" = 641.09N: 7028695.83; E: 2381071.593 LF ~ 12" HDPE STORMDRAIN ON 0.55%4 LF ~ 15" HDPE STORMDRAIN ON 0.64%1+000+00640635645650FLOWLINEELEVATIONS637.84 STA. 0+00 ~ BEGIN MAIN ACONNECT TO EXISTING GRATE INLETTOP ELEV. = 640.90 (VERIFY) EX. 24" = 637.84 (VERIFY) 18" = 638.34136 LF ~ 18" HDPESTORM DRAIN ON 0.64%Q5 = 5.9 cfsSf5 = 0.32%Q100 = 10.8 cfssf100 = 1.07%Qcap = 8.4 cfsvcap = 4.8 fpsPROPOSED GRADE@ ℄ OF PIPEEXISTING GRADE@ ℄ OF PIPE6406356456502+00638.98
2+50639.55
3+00639.87
3+50640.19
4+00640.51
641.030+50638.661+50638.34
166 LF ~ 15" HDPESTORM DRAIN ON 0.64%90 LF ~ 12" HDPESTORM DRAIN ON 0.55%STA. 0+18 ~ MAIN A1 ~ 18"-11.25° BEND 18" = 638.46STA 0+39 ~ MAIN A1 ~ 18"-45° BEND 18" = 638.60STA 0+46 ~ MAIN A1 ~ 18"-45° BEND 18" = 638.64STA 1+14 ~ MAIN A1 ~ 18"-45° BEND 18" = 639.07STA 1+18 ~ MAIN A1 ~ 18"-45° BEND 18" = 639.10STA 1+36 ~ MAIN A1 ~ 18"x15" REDUCER 15" = 639.46 18" = 639.21
STA 2+93 ~ MAIN A
WATER LINE CROSSING
15" SD = 640.47
TOP 2" WL = 638.47
STA 3+31 ~ MAIN A
1 ~ 12"x6"-45° WYE
6" = 641.18
12" = 640.93
STA 3+44 ~ MAIN A
1 ~ 12"-45° BEND
12" = 641.00EXISTING 24"STORM DRAINSTA 2+72 ~ MAIN A
1 ~ 15"x8"-45° WYE
8" = 640.62
15" = 640.33
STA 3+02 ~ MAIN A
1 ~ 15"x12" REDUCER
12" = 640.77
15" = 640.52
STA 2+94 ~ MAIN A
1 ~ 15"-45° BEND
15" = 640.48Q5 = 5.1 cfsSf5 = 0.63%Q100 = 9.4 cfssf100 = 2.15%Qcap = 5.2 cfsvcap = 4.2 fpsQ5 = 0.8 cfsSf5 = 0.23%Q100 = 1.5 cfssf100 = 0.77%Qcap = 0.9 cfsvcap = 2.6 fpsSTA 2+67 ~ MAIN A
1 ~ 15"x4" CROSS
4" = 640.76
15" = 640.30
STA 2+76 ~ MAIN A
1 ~ 15"x4" TEE
4" = 640.82
15" = 640.36
STA 2+97 ~ MAIN A
1 ~ 15"x8" TEE
8" = 640.78
15" = 640.49
STA 3+47 ~ MAIN A
1 ~ 12"x8"-60° WYE
8" = 641.19
12" = 641.02
STA 3+37 ~ MAIN A
1 ~ 12"x4"-45° WYE
4" = 641.29
12" = 640.96 STA 3+42 ~ MAIN A
1 ~ 12"-4"-45° WYE
4" = 641.32
12" = 640.99
STA 3+11 ~ MAIN A
1 ~ 12"x4"-45° WYE
4" = 641.15
12" = 640.82
STA 3+06 ~ MAIN A
1 ~ 12"x4"-45° WYE
4" = 641.12
12" = 640.79
STA 0+47 ~ MAIN A1 ~ 18"x4" TEE 4" = 639.22 18" = 638.64STA 1+24 ~ MAIN A1 ~ 18"x4" TEE 4" = 639.71 18" = 639.13
STA 3+92 ~ MAIN A
1 ~ 12"x8" REDUCER
8" = 641.60
12" = 641.27STA 3+94 ~ MAIN A
1 ~ 8"-45° BEND
8" = 641.61 STA 3+96 ~ MAIN A
1 ~ 8"-45° BEND
8" = 641.62
STA 4+64 ~ MAIN A
1 ~ 8"-45° BEND
8" = 641.99
STA 4+61 ~ MAIN A
1 ~ 8"-45° BEND
8" = 641.97
STA 4+70 ~ MAIN A
1 ~ 8" PLANTER AREA DRAIN
TOP ELEV. = 643.65
8" = 642.0278 LF ~ 8" HDPESTORM DRAIN ON 0.55%Q5 = 2.4 cfsSf5 = 0.46%Q100 = 4.3 cfssf100 = 1.48%Qcap = 2.6 cfsvcap = 3.4 fpsSTA 3+88 ~ MAIN A
1 ~ 12"x8"-45° WYE
8" = 641.42
12" = 641.25
STA 4+42 ~ MAIN A
1 ~ 8"x8"-45° WYE
8" = 641.87
641.63
4+50641.90 639640639640LEGENDEXISTING 1' CONTOUREXISTING 5' CONTOURPROPOSED 1' CONTOURPROPOSED 5' CONTOURSSWNORTH040'20'CONTROL POINT #3'X' Cut in CurbCONTROL POINT #160d NailN - 7028590.004E - 2380909.228ELEV. - 643.09N - 7028616.881E - 2381263.497ELEV. - 642.03CONTROL POINT #260d NailN - 7028622.215E - 2381091.805ELEV. - 643.11EXISTING UTILITIESCONTRACTOR MUST VERIFY LOCATION OF ALL OVERHEAD ANDUNDERGROUND UTILITIES PRIOR TO CONSTRUCTION. CONTRACTORSHALL COORDINATE WITH CITY OFFICIALS AND UTILITY COMPANIESIN LOCATING UTILITIES. CONTRACTOR SHALL BE HELD RESPONSIBLEFOR LOSSES DUE TO DAMAGE TO UTILITIES. LOCATION FOR ALLUTILITIES SHOWN ON PLANS ARE APPROXIMATE. CONTRACTORSHALL CALL TEXAS 811, 1-800-344-8377.MAIN A PLANMAIN A PROFILEAS INDICATED BY:00KEY NOTES1.CONNECT TO 4" PERF. HDPESTORM DRAIN (SEE SHEETLD500)2.STA. 0+47 ~ MAIN AINSTALL:1 ~ 18"x4" TEE9 LF ~ 4" STORM DRAIN 4" = 639.22 18" = 638.64N: 7028621.83; E: 2381258.883.6 LF ~ 18" HDPE STORM DRAINON 0.64%4.STA. 1+24 ~ MAIN AINSTALL:1 ~ 18"x4" TEE17 LF ~ 4" STORM DRAIN 4" = 639.72 18" = 639.13N: 7028691.76; E: 2381250.325.CONNECT OUTFALL FROMFRENCH DRAIN TO 15" HDPESTORM DRAIN(SEE SHEET LG500)6.STA 2+67 ~ MAIN ASEE SHEET C-1057.STA 3+02 ~ MAIN A1 ~ 15"x12" REDUCER 12" = 640.77 15" = 640.52N: 7028685.87; E: 2381074.428.5 LF ~ 12" HDPE STORM DRAINON 0.55%9.BEGIN 4" ACO TRENCH DRAINTOP ELEV = 643.72N: 7028665.63; E: 2381002.1010.49 LF ~ 4" ACO TRENCH DRAIN(SEE SHEET LG500)11.INSTALL:1 ~ 4" ACO CATCH BASINTOP ELEV. = 643.72N: 7028665.72; E: 2381051.5312.USE 6" HDPE STORM DRAIN TOCONNECT ACO CATCH BASINAND 12" HDPE STORM DRAIN13.STA. 3+31 ~ MAIN AINSTALL:1 ~ 12"x6"-45° WYE 6" = 641.18 12" = 640.93N: 7028665.63; E: 2381054.2514.6 LF ~ 12" HDPE STORM DRAINON 0.55%15.14 LF ~ 8" HDPE STORM DRAINON 2.00%16.STA 3+88 ~ MAIN AINSTALL:1~12"x8"-60° WYE2 LF ~ 8" HDPE STORM DRAINON 1.00% 8" = 641.42 12" = 641.25N: 7028655.95; E: 2381000.8417.4 LF ~ 12" HDPE STORM DRAINON 0.55%18.STA 3+92 ~ MAIN AINSTALL:1 ~ 12"x8" REDUCER 8" = 641.60 12" = 641.27N: 7028655.95; E: 2380996.8819.2 LF ~ 8" HDPE STORM DRAINON 0.55%20.STA 3+94 ~ MAIN AINSTALL:1 ~ 8"-45° BEND 8" = 641.61N: 7028656.07; E: 2380994.8921.STA 3+96 ~ MAIN AINSTALL:1 ~ 8"-45° BEND 8" = 641.62N: 7028657.41; E: 2380993.4922.STA 4+61 ~ MAIN AINSTALL:1 ~ 8"-45° BEND 8" = 641.97N: 7028722.40; E: 2380993.4423.3 LF ~ 8" HDPE STORM DRAINON 0.55%24.STA 4+64 ~ MAIN AINSTALL:1 ~ 8"-45° BEND 8" = 641.99N: 7028724.39; E: 2380991.3525.2 LF ~ 12" HDPE STORM DRAINON 0.55%NOTE:SEE SHEET C-105 FOR ADDITIONAL INFORMATION ONROOF DRAINS & ARTIFICIAL TURF SUBDRAINAGEEXISTING SANITARY SEWERPROPOSED SANITARY SEWEREXISTING WATER LINEPROPOSED WATER LINEEXISTING STORM DRAINPROPOSED STORM DRAINParkhill.comPROJECT NO.CLIENT#DATEDESCRIPTIONKEY PLANA:\2021\8125.21\03_DSGN\01_DWG\050_CIVIL\C-104 STORM P-P - UPDT HGL.DWG, 5/12/2023 3:34:22 PM, MKoceich
Southlake
Pickleball Complex
at Bicentennial ParkCity of Southlake450 W Southlake Blvd, Southlake, TX 760928125.21-12/12/2022Issue for BidPROFESSIONAL ENGI
N
E
ERLICENSED STATE OF TEXASLARRY D. STONE42252PARKHIL
L
SMI
TH & COOPER,INC. F-56005/12/23Storm DrainPlan-ProfileMain AC-10412222112/29/2022Addendum 01205/12/2023CCR 002
LPLPWVFHDumpsterEnclosureWWWWWW64264364364364
3644644645645645646
643642 6436446436446446446456446456442928171732333435373036173840174544174142465148495052171723242525174717262716173139431310612711141551298543535455562122575757575757575757575758585858585858585858586160484859182019624848639640639640LEGENDEXISTING 1' CONTOUREXISTING 5' CONTOURPROPOSED 1' CONTOURPROPOSED 5' CONTOUREXISTING SANITARY SEWERPROPOSED SANITARY SEWEREXISTING WATER LINEPROPOSED WATER LINEEXISTING STORM DRAINPROPOSED STORM DRAINSSWNORTHCONTROL POINT #3'X' Cut in CurbCONTROL POINT #160d NailN - 7028590.004E - 2380909.228ELEV. - 643.09N - 7028616.881E - 2381263.497ELEV. - 642.03CONTROL POINT #260d NailN - 7028622.215E - 2381091.805ELEV. - 643.11EXISTING UTILITIESCONTRACTOR MUST VERIFY LOCATION OF ALL OVERHEAD ANDUNDERGROUND UTILITIES PRIOR TO CONSTRUCTION. CONTRACTORSHALL COORDINATE WITH CITY OFFICIALS AND UTILITY COMPANIESIN LOCATING UTILITIES. CONTRACTOR SHALL BE HELD RESPONSIBLEFOR LOSSES DUE TO DAMAGE TO UTILITIES. LOCATION FOR ALLUTILITIES SHOWN ON PLANS ARE APPROXIMATE. CONTRACTORSHALL CALL TEXAS 811, 1-800-344-8377.AS INDICATED BY:00KEY NOTES1. 4" = 644.002.WATER LINE CROSSING 4" SD = 643.76TOP 2" WL = 641.76N: 7028755.28; E: 2381070.913.45 LF ~ 4" PERF. HDPE STORMDRAIN ON 2.97% (SEE SHEET LD500)4.1 ~ 4"-90° BEND 4" = 642.66N: 7028755.28; E: 2381107.595.14 LF ~ 4" PERF. HDPE STORMDRAIN ON 2.97% (SEE SHEET LD500)6. 4" = 643.707.WATER LINE CROSSING 4" SD = 643.31TOP 2" WL = 641.31N: 7028741.54; E: 2381074.488.1 ~ 4"x4" TEE 4" = 642.25N: 7028741.48; E: 2381107.599.15 LF ~ 4" PERF. HDPE STORMDRAIN ON 2.97% (SEE SHEET LD500)10. 4" = 643.4011.WATER LINE CROSSING 4" SD = 642.83TOP 2" WL = 640.83N: 7028726.49; E: 2381078.3812.1 ~ 4"x4" TEE 4" = 641.80N: 7028726.49; E: 2381107.5613. 4" = 643.4014.WATER LINE CROSSING 4" SD = 642.55TOP 2" WL = 640.55N: 7028712.33; E: 2381081.7415.1 ~ 4"x4" TEE 4" = 641.38N: 7028712.33; E: 2381107.5616.1 ~ 15"x4" CROSS 4" = 640.76 15" = 640.30N: 7028691.64; E: 2381107.6117.ROOF DRAIN CONNECTION 4" = 642.5018.2 LF ~ 4" STORM DRAIN ON 1.04%19.4 LF ~ 4" STORM DRAIN ON 1.04%20.4 LF ~ 4" STORM DRAIN ON 1.04%21.2 LF ~ 4" STORM DRAIN ON 5.00%22.1 ~ 4"x4" TEE 4" = 642.40 N: 7028624.50; E: 2381095.7623. 4" = 642.0024.62 LF ~ 4" PERF. HDPE STORMDRAIN ON 2.00% (SEE SHEET LD500)25.DOWNSPOUT OUTFALL SHALL EXIT@ = 644.10010'20'26.13 LF ~ 4" STORM DRAIN ON 9.88%27.STA 2+76 ~ MAIN A1 ~ 15"x4" TEE 4" = 640.82 15" = 640.36N: 7028691.45; E: 2381098.4728.3 LF ~ 4" STORM DRAIN ON 2.00%29.1 ~ 4"x4" TEE 4" = 642.15N: 7028624.66; E: 2381071.4430.22 LF ~ 4" STORM DRAIN ON 1.04%31.2 LF ~ 4" STORM DRAIN ON 29.00%32.1 ~ 4"x4" TEE 4" = 641.92N: 7028624.85; E: 2381049.6033.7 LF ~ 4" STORM DRAIN ON 1.04%34.1 ~ 4"-90° BEND 4" = 641.85N: 7028624.93; E: 2381042.6235.3 LF ~ 4" STORM DRAIN ON 1.04%36.5 LF ~ 4" STORM DRAIN ON 13.60%37.1 ~ 4"x4" TEE 4" = 641.82N: 7028628.20; E: 2381042.5738.1 ~ 4"-30° BEND 4" = 641.80N: 7028630.46; E: 2381042.6239.15 LF ~ 4" STORM DRAIN ON 1.04%40.1 ~ 8"x4"-60° WYE 4" = 641.64 8" = 641.47N: 7028643.80; E: 2381034.7341.2 LF ~ 4" STORM DRAIN ON 19.67%42.1 ~ 4"-90° BEND43.4 LF ~ 4" STORM DRAIN ON 19.67%44.STA 3+42 ~ MAIN A1 ~ 12"x4"-45° WYE 4" = 641.32 12" = 640.99N: 7028657.34; E: 2381045.9245.6 LF ~ 4" STORM DRAIN ON 20.17%46.STA 3+37 ~ MAIN A1 ~12"x4"-45° WYE 4" = 641.2912" = 640.96N: 7028660.97; E: 2381049.6847.2 LF ~ 4" STORM DRAIN ON 22.50%48.1 ~ 4"-90° BEND49.4 LF ~ 4" STORM DRAIN ON 22.50%50.STA 3+11 ~ MAIN A1 ~ 12"x4"-45° WYE 4" = 641.15 12" = 640.82N: 7028679.00; E: 2381067.7251.6 LF ~ 4" STORM DRAIN ON 23.00%52.STA 3+06 ~ MAIN A1 ~ 12"x4"-45° WYE 4" = 641.12 12" = 640.79N: 7028683.05; E: 2381071.6353.45 LF ~ 4" PERF. HDPE STORMDRAIN ON 3.22% (SEE SHEET LD500)54.45 LF ~ 4" PERF. HDPE STORMDRAIN ON 3.56% (SEE SHEET LD500)55.45 LF ~ 4" PERF. HDPE STORMDRAIN ON 4.49% (SEE SHEET LD500)56.21 LF ~ 4" PERF. HDPE STORMDRAIN ON 2.97% (SEE SHEET LD500)57.TREE GRATE58.CONNECT OUTFALL FROM TREEGRATES TO 4" PERFORATED HDPESTORM DRAIN (SEE SHEET LD504)59.2 LF ~ 4" STORM DRAIN ON 1.04%60.3 LF ~ 4" STORM DRAIN ON 9.88%61.1 LF ~ 4" STORM DRAIN ON 9.88%62.24 LF ~ 4" STORM DRAIN ON 1.04%NOTE:DOWNSPOUT DESIGNATIONSINDICATE RUNOFF WILL BERELEASED ONTOSYNTHETIC TURF.Roof Drains &Turf SubdrainageC-105Parkhill.comPROJECT NO.CLIENT#DATEDESCRIPTIONKEY PLANA:\2021\8125.21\03_DSGN\01_DWG\050_CIVIL\C-105 STORM LAYOUT.DWG, 5/12/2023 5:30:57 PM, MKoceich
Southlake
Pickleball Complex
at Bicentennial ParkCity of Southlake450 W Southlake Blvd, Southlake, TX 760928125.21-12/12/2022Issue for BidPROFESSIONAL ENGI
N
E
ERLICENSED STATE OF TEXASLARRY D. STONE42252PARKHIL
L
SMI
TH & COOPER,INC. F-56005/12/2311111111122222222222112/29/2022Addendum 01205/12/2023CCR 00222222
LPLPLPLPL
P
L
P
LPLPLPLPLPLPLPWVICVICVICV
ICV
ICV
ICV
WVWVWVWVFHFHFREEDOM LANEFREEDOM LANEUNITY
WAY3' Grate InletFL = 637.84DumpsterEnclosureWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWW
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WW
WW
WW
WWWWWWWWWWWWWWWWWWWW
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W
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WWWWWWWWWWWWWWWWWWWWWWWWWWWW19
2219191925191919192326093233344042434343434343434344450708431118233217172019212130270230171721212220432043432934343428283112282834341224353030193237050515020505051301140909202020202110392336383820270741211616161603040304380304040202040331202020204647384848303049CONSTRUCTION NOTESEXAMINATION OF SITE WORKBEFORE SUBMITTING A BID, EACH BIDDER SHALL CAREFULLY EXAMINE THESITE OF WORK. EACH BIDDER SHALL INFORM HIMSELF/HERSELF PRIOR TOBIDDING AS TO THE EXISTING CONDITIONS AND LIMITATIONS UNDER WHICHTHE WORK IS TO BE PERFORMED, AND SHALL INCLUDE IN HIS/HER BID A SUMTO COVER ALL COSTS OF ALL ITEMS NECESSARY TO PERFORM THE WORK ASSET FORTH IN THE CONTRACT DOCUMENTS. NO ALLOWANCE WILL BE MADE TOANY BIDDER BECAUSE OF LACK OF SUCH EXAMINATION OR KNOWLEDGE. THESUBMISSION OF A BID SHALL BE CONSTRUED AS CONCLUSIVE EVIDENCE THATTHE BIDDER IS SUFFICIENTLY FAMILIAR WITH ALL RELEVANT CONDITIONS.CONCRETE FORMWORK AND REINFORCEMENTTHE CONTRACTOR SHALL NOTIFY THE OWNER'S REPRESENTATIVE A MINIMUMOF 48 HOURS PRIOR TO THE PLANNED PLACEMENT OF CONCRETE. THEOWNER'S REPRESENTATIVE MUST HAVE OBSERVED AND APPROVED THEFORMWORK AND REINFORCEMENT PRIOR TO ANY PLACEMENT OF CONCRETECONCRETE FINISH AND SAW JOINTSTHE CONTRACTOR SHALL PROVIDE AND MAINTAIN ON THE SITE SAMPLEPANELS OF PAVEMENT 4' X 4' IN SIZE FOR EACH FINISH OF CONCRETEPAVEMENT. THE SURFACE FINISHES SHALL BE AS APPROVED BY THE OWNER'SREPRESENTATIVE. ANY CONCRETE PLACED WITH AN IMPROPER FINISH SHALLBE REMOVED AND REPLACED AT THE CONTRACTOR'S EXPENSE. ALL SAWJOINTS SHALL BE SAWN WITHIN 24 HOURS OF CONCRETE PLACEMENT. ANYCONCRETE SAWN LATER THAN THIS WHICH, IN THE OPINION OF THE OWNER'SREPRESENTATIVE, HAS EXCESSIVE SHRINKAGE CRACKS DUE TO NOT HAVINGBEEN SAWN SOON ENOUGH, SHALL BE REMOVED AND REPLACED AT THECONTRACTOR'S EXPENSE.ALIGNMENT AND TANGENCY OF PAVEMENTSTHE EDGES OF ALL FINISHED PAVING SHALL BE STRAIGHT OR SMOOTHCURVES (AS DELINEATED ON THE PLANS) WITH NO INTERRUPTIONS SUCH ASCHORDS, WAVES, JOGS, OR MISSED TANGENTS. PAVEMENT WITH SUCHINTERRUPTION SHALL BE REMOVED.CITY STANDARDSALL WORK AND MATERIALS SHALL BE IN ACCORDANCE WITH THE CITYSTANDARD SPECIFICATIONS, AND THE STANDARD SPECIFICATIONS FOR PUBLICWORKS CONSTRUCTION.DIMENSIONSDIMENSIONS ARE TO BACKS OF CURBS, TO CENTERLINES OF FENCES, OR TOEDGES OF PAVEMENTS, UNLESS OTHERWISE INDICATED. WRITTEN ANDNUMBERED DIMENSIONS HOLD PRECEDENCE OVER SCALED DIMENSIONS.ADJUSTMENTSIF THE CONTRACTOR BELIEVES IT IS NECESSARY TO MAKE AN ADJUSTMENT INTHE LAYOUT OR GRADE OF PROPOSED IMPROVEMENTS, SUCH ANADJUSTMENT SHALL BE PROPOSED TO THE OWNER'S REPRESENTATIVE. NOADJUSTMENT WILL BE PERMITTED UNTIL IT HAS FIRST BEEN APPROVED BY THEOWNER'S REPRESENTATIVE.AS INDICATED BY:00KEY NOTES1.6" CONC. PAVING ON COMPACTED SUBGRADE PER DET. D2/LD5002.5" CONC. PAVING ON COMPACTED SUBGRADE PER DET. A3/LD5003.5" BOMANITE ALLOY EXPOSED AGGREGATE CONC. PAVING TO BEPROVIDED / INSTALLED BY TEXAS BOMANITE, 972-484-8465, OR APPROVEDEQUAL. COLOR TO BE SELECTED FROM FULL RANGE.4.5" BOMANITE COLORED CONC. PAVING WITH ROCK SALT FINISH TO BEPROVIDED / INSTALLED BY TEXAS BOMANITE, 972-484-8465, OR APPROVEDEQUAL. COLOR TO BE SELECTED FROM FULL RANGE.5.STRUCTURAL CONC. PAVING SLAB RE: STRUCT. SHEETS6.PAVING AT BUILDING SLAB PER DET. D1/LD5007.CONNECTION TO EX. CONC. PER DET. B1/LD500.8.CONC. CURB AND GUTTER PER DET. D1/LD5009.CURB & SIDEWALK CONNECTION PER DET. B2/LD50010.CONC. MOWSTRIP PER DET. C2/LD50011.DECOMPOSED GRANITE PAVING PER DET. C3/LD50012.FOREVERLAWN FUSION PRO SYNTHETIC TURF SYSTEM, OR APPROVEDEQUAL PER DET. B3/LD50013.CONC. WHEELSTOP PER DET. A3/LD50114.ACCESSIBLE PARKING PER DET. C1/LD501.15.ACCESSIBLE CURB RAMP PER DET. A1/LD501.16.RETAINING WALL PER DET. A1/LD503.17.PICKLEBALL COURT LAYOUT PER DET. A1/LD50218.CHAMPIONSHIP PICKLEBALL COURT LAYOUT PER DET. C1/LD502.19.10 FT TALL CHAIN LINK FENCE w/ WINDSCREEN PER DET. B4/LD503.20.4 FT TALL CHAIN LINK FENCE PER DET. B2/LD502.21.4 FT WIDE CHAIN LINK GATE PER DET. C4/LD502.22.8 FT WIDE DOUBLE SWING CHAIN LINK GATE PER DET. C4/LD503.23.8 FT TALL ORNAMENTAL FENCE PER DET. C4/LD504.24.ORNAMENTAL COMPLEX ENTRY GATE PER DET. B1/LD504.25.BLEACHER SEATING PER DET. D1/LD505.26.BLEACHER SHADE STRUCTURE PER LD507, OR APPROVED EQUAL.27.COFFEE TABLE & CHAIRS AS SPEC'D.28.8 FT LONG HARVEST TABLE & STOOLS AS SPEC'D.29.6 FT LONG BACKED BENCH AS SPEC'D.30.6FT LONG BACKLESS BENCH AS SPEC'D.31.COFFEE TABLE, BENCHES & CHAIRS AS SPEC'D.32.TRASH RECEPTACLE AS SPEC'D.33.BIKE RACK AS SPEC'D.34.TREE WELL & GRATE PER DET. A3/LD50435.ENTRY MONUMENT SIGN PER DET. A1/LD504.36.COURTSIDE SHADE STRUCTURE PER LD508, OR APPROVED EQUAL.37.PAVILION/RESTROOM BUILDING RE: ARCH SHEETS38.PLANTER AREA DRAIN INLET PER DET. A4/LG500.39.TRENCH DRAIN PER DET. B4/LG500.40.WATER METER RE: CIVIL SHEETS41.CLEANOUT RE: CIVIL SHEETS42.STORM DRAIN JUNCTION BOX RE: CIVIL SHEETS43.LIGHT FIXTURE RE: ELEC SHEETS44.ELECTRICAL TRANSFORMER RE: ELEC SHEETS45.ELECTRICAL POWER PANEL RE: ELEC SHEETS46.HEAT PUMP RE: MECH SHEETS47.EMERGENCY EXIT BUTTON PEDESTAL. PEDESTAL TO BE A 36"GOOSENECK (MODEL #PS036B) WITH CARD READER HOUSING (MODEL#PCH049) AND AN ALTRONIX TIMER (MODEL #6062). RE: ELEC SHEETS48.2" BOMANITE COLORED CONC. TOPPING MIX WITH ROCK SALT FINISH ATSTRUCTURAL SLAB TO BE PROVIDED / INSTALLED BY TEXAS BOMANITE,972-484-8465, OR APPROVED EQUAL. COLOR TO MATCH KEYNOTE #4.49.MURDOCK ADA COMPLIANT, BI-LEVEL DRINKING FOUNTAIN (MODEL#M-C76B WITH UNDERGROUND FREEZE-RESISTANT VALVE FOR TWOBOWLS (MODEL #FRU2) AS MANUFACTURED BY MURDOCK MFG.,800-453-7465, OR APPROVED EQUAL.EXISTING UTILITIESCONTRACTOR MUST VERIFY LOCATION OF ALL OVERHEAD ANDUNDERGROUND UTILITIES PRIOR TO CONSTRUCTION. CONTRACTORSHALL COORDINATE WITH CITY OFFICIALS AND UTILITY COMPANIESIN LOCATING UTILITIES. CONTRACTOR SHALL BE HELD RESPONSIBLEFOR LOSSES DUE TO DAMAGE TO UTILITIES. LOCATION FOR ALLUTILITIES SHOWN ON PLANS ARE APPROXIMATE. CONTRACTORSHALL CALL TEXAS 811, 1-800-344-8377.DOWELED ISOLATION JOINT PER DET. A2/LD500SAWN CONTROL JOINT PER DET. A3/LD500 DIJPAVING & JOINTING LAYOUT LEGEND5" CONCRETE PAVING ONCOMPACTED SUBGRADESTRUCTURAL CONCRETE PAVING(REF. STRUCTURAL SHEETS)HEAVY SANDBLAST CONCRETE FINISHFOREVERLAWN FUSION PRO SYNTHETIC TURFSYSTEM, OR APPROVED EQUALMEDIUM BROOM & TROWELED EDGECONCRETE FINISH6" CONCRETE PAVING ONCOMPACTED SUBGRADENOTE:ALL PAVING ABUTTING THE STRUCTURAL SLAB OFTHE BUILDING SHALL HAVE A THICKENED EDGE.MEDIUM BROOM & TROWELED EDGECONCRETE FINISH AT STRUCTURAL SLABNORTH040'20'CONTROL POINT #3'X' Cut in CurbCONTROL POINT #160d NailN - 7028590.004E - 2380909.228ELEV. - 643.09N - 7028616.881E - 2381263.497ELEV. - 642.03CONTROL POINT #260d NailN - 7028622.215E - 2381091.805ELEV. - 643.11Parkhill.comPROJECT NO.CLIENT#DATEDESCRIPTIONKEY PLANA:\2021\8125.21\03_DSGN\01_DWG\060_LAND\03_SHEETS\LC100 CONSTRUCTION LAYOUT.DWG, 5/12/2023 10:22:49 AM, JRWilliams
Southlake
Pickleball Complex
at Bicentennial ParkCity of Southlake450 W Southlake Blvd, Southlake, TX 760928125.21-12/12/2022Issue for BidREGISTE
RE
D
LANDSCAPE ARCHITECTSTATE OF TEXA
S23 J AM
E
S WILLIAMS2705/12/2023ConstructionLayoutLC100101/11/2023Addendum 03205/04/2023SI 002305/12/2023CCR 00211233
LPLPLPLPL
P
L
P
LPLPLPLPLPLPLPWVICVICVICV
ICV
ICV
ICV
WVWVWVWVFHFHFREEDOM LANEFREEDOM LANEUNITY
WAY3' Grate InletFL = 637.84DumpsterEnclosureWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWW
WWW
W
WW
WW
WW
WW
WWWWWWWWWWWWWWWWWWWW
W
W
W
W
W
W
W
W
W
W
W
W
WWWWWWWWWWWWWWWWWWWWWWWWWWWW6'-0"6'-0"8'-0"
64'136'-0"64'-0"136'-0"41'-0"20'-0"10'-0"4'-0"5'-0"10'-0"14'-9"57'-0"33'-7"
80'-0"50'-0"7'-0"6'-0"(TYP.)
15'-0"24'-0"24'-0"4'-8"7'-0"3'-0"
3'-0"11'-9"6'-0"21'-4"6'-0"11'-10"14'-10"11'-8"
15'-0"R3'-0"R9'-8"R74'-9"CONSTRUCTION NOTESEXAMINATION OF SITE WORKBEFORE SUBMITTING A BID, EACH BIDDER SHALL CAREFULLY EXAMINE THESITE OF WORK. EACH BIDDER SHALL INFORM HIMSELF/HERSELF PRIOR TOBIDDING AS TO THE EXISTING CONDITIONS AND LIMITATIONS UNDER WHICHTHE WORK IS TO BE PERFORMED, AND SHALL INCLUDE IN HIS/HER BID A SUMTO COVER ALL COSTS OF ALL ITEMS NECESSARY TO PERFORM THE WORK ASSET FORTH IN THE CONTRACT DOCUMENTS. NO ALLOWANCE WILL BE MADE TOANY BIDDER BECAUSE OF LACK OF SUCH EXAMINATION OR KNOWLEDGE. THESUBMISSION OF A BID SHALL BE CONSTRUED AS CONCLUSIVE EVIDENCE THATTHE BIDDER IS SUFFICIENTLY FAMILIAR WITH ALL RELEVANT CONDITIONS.CONCRETE FORMWORK AND REINFORCEMENTTHE CONTRACTOR SHALL NOTIFY THE OWNER'S REPRESENTATIVE A MINIMUMOF 48 HOURS PRIOR TO THE PLANNED PLACEMENT OF CONCRETE. THEOWNER'S REPRESENTATIVE MUST HAVE OBSERVED AND APPROVED THEFORMWORK AND REINFORCEMENT PRIOR TO ANY PLACEMENT OF CONCRETECONCRETE FINISH AND SAW JOINTSTHE CONTRACTOR SHALL PROVIDE AND MAINTAIN ON THE SITE SAMPLEPANELS OF PAVEMENT 4' X 4' IN SIZE FOR EACH FINISH OF CONCRETEPAVEMENT. THE SURFACE FINISHES SHALL BE AS APPROVED BY THE OWNER'SREPRESENTATIVE. ANY CONCRETE PLACED WITH AN IMPROPER FINISH SHALLBE REMOVED AND REPLACED AT THE CONTRACTOR'S EXPENSE. ALL SAWJOINTS SHALL BE SAWN WITHIN 24 HOURS OF CONCRETE PLACEMENT. ANYCONCRETE SAWN LATER THAN THIS WHICH, IN THE OPINION OF THE OWNER'SREPRESENTATIVE, HAS EXCESSIVE SHRINKAGE CRACKS DUE TO NOT HAVINGBEEN SAWN SOON ENOUGH, SHALL BE REMOVED AND REPLACED AT THECONTRACTOR'S EXPENSE.ALIGNMENT AND TANGENCY OF PAVEMENTSTHE EDGES OF ALL FINISHED PAVING SHALL BE STRAIGHT OR SMOOTHCURVES (AS DELINEATED ON THE PLANS) WITH NO INTERRUPTIONS SUCH ASCHORDS, WAVES, JOGS, OR MISSED TANGENTS. PAVEMENT WITH SUCHINTERRUPTION SHALL BE REMOVED.CITY STANDARDSALL WORK AND MATERIALS SHALL BE IN ACCORDANCE WITH THE CITYSTANDARD SPECIFICATIONS, AND THE STANDARD SPECIFICATIONS FOR PUBLICWORKS CONSTRUCTION.DIMENSIONSDIMENSIONS ARE TO BACKS OF CURBS, TO CENTERLINES OF FENCES, OR TOEDGES OF PAVEMENTS, UNLESS OTHERWISE INDICATED. WRITTEN ANDNUMBERED DIMENSIONS HOLD PRECEDENCE OVER SCALED DIMENSIONS.ADJUSTMENTSIF THE CONTRACTOR BELIEVES IT IS NECESSARY TO MAKE AN ADJUSTMENT INTHE LAYOUT OR GRADE OF PROPOSED IMPROVEMENTS, SUCH ANADJUSTMENT SHALL BE PROPOSED TO THE OWNER'S REPRESENTATIVE. NOADJUSTMENT WILL BE PERMITTED UNTIL IT HAS FIRST BEEN APPROVED BY THEOWNER'S REPRESENTATIVE.EXISTING UTILITIESCONTRACTOR MUST VERIFY LOCATION OF ALL OVERHEAD ANDUNDERGROUND UTILITIES PRIOR TO CONSTRUCTION. CONTRACTORSHALL COORDINATE WITH CITY OFFICIALS AND UTILITY COMPANIESIN LOCATING UTILITIES. CONTRACTOR SHALL BE HELD RESPONSIBLEFOR LOSSES DUE TO DAMAGE TO UTILITIES. LOCATION FOR ALLUTILITIES SHOWN ON PLANS ARE APPROXIMATE. CONTRACTORSHALL CALL TEXAS 811, 1-800-344-8377.DOWELED ISOLATION JOINT PER DET. A2/LD500SAWN CONTROL JOINT PER DET. A3/LD500 DIJPAVING & JOINTING LAYOUT LEGEND5" CONCRETE PAVING ONCOMPACTED SUBGRADESTRUCTURAL CONCRETE PAVING(REF. STRUCTURAL SHEETS)HEAVY SANDBLAST CONCRETE FINISHFOREVERLAWN FUSION PRO SYNTHETIC TURFSYSTEM, OR APPROVED EQUALMEDIUM BROOM & TROWELED EDGECONCRETE FINISH6" CONCRETE PAVING ONCOMPACTED SUBGRADENOTE:ALL PAVING ABUTTING THE STRUCTURAL SLAB OFTHE BUILDING SHALL HAVE A THICKENED EDGE.MEDIUM BROOM & TROWELED EDGECONCRETE FINISH AT STRUCTURAL SLABNORTH040'20'CONTROL POINT #3'X' Cut in CurbCONTROL POINT #160d NailN - 7028590.004E - 2380909.228ELEV. - 643.09N - 7028616.881E - 2381263.497ELEV. - 642.03CONTROL POINT #260d NailN - 7028622.215E - 2381091.805ELEV. - 643.11Parkhill.comPROJECT NO.CLIENT#DATEDESCRIPTIONKEY PLANA:\2021\8125.21\03_DSGN\01_DWG\060_LAND\03_SHEETS\LC101 COORDINATE LAYOUT.DWG, 5/12/2023 10:58:48 AM, JRWilliams
Southlake
Pickleball Complex
at Bicentennial ParkCity of Southlake450 W Southlake Blvd, Southlake, TX 760928125.21-12/12/2022Issue for BidREGISTE
RE
D
LANDSCAPE ARCHITECTSTATE OF TEXA
S23 J AM
E
S WILLIAMS2705/12/2023CoordinateLayoutLC1012105/04/2023SI 002205/12/2023CCR 00212
POINTNORTHINGEASTING1N 7028606.79345E 2380966.112912N 7028610.319E 2380965.347693N 7028610.64254E 2380975.342464N 7028620.62836E 2380965.013965N 7028623.724E 2380967.919936N 7028620.72542E 2380968.012397N 7028624.18617E 2380982.908228N 7028616.75903E 2380990.335359N 7028648.8137E 2380982.1109810N 7028649.01249E 2380988.2517411N 7028639.1643E 2380998.0999212N 7028638.9876E 2381000.1623413N 7028631.97543E 2381007.2923114N 7028628.08634E 2381004.4638815N 7028624.60096E 2381007.9492716N 7028629.8343E 2381009.4334417N 7028628.3343E 2381047.9035118N 7028623.26811E 2381080.137919N 7028624.26153E 2381081.2524720N 7028623.38764E 2381086.2524721N 7028622.39655E 2381087.119322N 7028620.85715E 2381097.4780323N 7028624.80682E 2381098.1106524N 7028623.04939E 2381108.0629825N 7028619.11798E 2381107.3253426N 7028616.20047E 2381121.2142727N 7028652.37597E 2381013.5507128N 7028642.22479E 2381017.5416729N 7028652.37597E 2381030.0858130N 7028660.00097E 2381030.0858131N 7028660.00097E 2380995.0858132N 7028680.30966E 2380995.0858133N 7028693.00097E 2380991.2049534N 7028698.46115E 2380986.655135N 7028724.00097E 2380991.2049536N 7028724.00097E 2381002.0858137N 7028728.30401E 2380979.7393538N 7028739.58715E 2380964.571639N 7028746.58687E 2380971.5713240N 7028739.97202E 2380981.2633241N 7028742.63858E 2380982.0549642N 7028748.50097E 2380979.7393543N 7028748.50097E 2381003.5858144N 7028748.50097E 2381053.5858145N 7028668.50097E 2381053.5858146N 7028668.50097E 2381003.5858147N 7028655.41243E 2381069.9035148N 7028677.38639E 2381069.9022549N 7028677.38639E 2381097.3097650N 7028694.00097E 2381066.9451851N 7028702.00097E 2381066.9451852N 7028702.00097E 2381072.9451853N 7028694.00097E 2381072.9451854N 7028694.00097E 2381094.3097655N 7028702.00097E 2381094.3097656N 7028702.00097E 2381100.3097657N 7028694.00097E 2381100.3097658N 7028711.00097E 2381055.0858159N 7028756.53485E 2381055.0858160N 7028773.18735E 2381112.0858161N 7028711.00097E 2381112.0858162N 7028708.00097E 2381112.0858163N 7028702.00097E 2381112.0858164N 7028694.00097E 2381112.0858165N 7028688.00097E 2381112.0858166N 7028685.00097E 2381112.0858167N 7028719.00097E 2381065.0858168N 7028734.00097E 2381065.0858169N 7028749.00097E 2381065.0858170N 7028719.00097E 2381102.0858171N 7028734.00097E 2381102.0858172N 7028749.00097E 2381102.0858173N 7028764.00097E 2381102.0858174N 7028677.00097E 2381102.0858175N 7028662.00097E 2381102.0858176N 7028647.00097E 2381102.0858177N 7028632.33427E 2381102.0858178N 7028629.8343E 2381097.3201879N 7028629.8343E 2381112.0858180N 7028622.50097E 2381113.5858181N 7028686.50097E 2381113.5858182N 7028686.50097E 2381249.5858183N 7028622.50097E 2381249.5858184N 7028694.00097E 2381135.5858185N 7028702.00097E 2381135.5858186N 7028694.00097E 2381159.5858187N 7028702.00097E 2381159.5858188N 7028694.00097E 2381203.5858189N 7028702.00097E 2381203.5858190N 7028694.00097E 2381227.5858191N 7028702.00097E 2381227.5858192N 7028694.00097E 2381240.3358193N 7028702.00097E 2381240.3358194N 7028708.00097E 2381249.5858195N 7028688.00097E 2381249.5858196N 7028709.50097E 2381113.5858197N 7028773.50097E 2381113.5858198N 7028773.50097E 2381249.5858199N 7028709.50097E 2381249.58581100N 7028674.16508E 2381000.32864101N 7028742.49907E 2381000.31431102N 7028742.48972E 2381056.84173103N 7028674.19271E 2381056.85122104N 7028626.65296E 2381110.59389105N 7028678.60989E 2381110.57206106N 7028715.49571E 2381109.57233107N 7028767.49115E 2381109.57495108N 7028767.45225E 2381253.56614109N 7028715.44421E 2381253.58513110N 7028680.50197E 2381253.54524111N 7028628.49075E 2381253.55175112N 7028708.47643E 2381064.30953113N 7028749.25097E 2381002.83581114N 7028749.25097E 2381054.33581115N 7028774.25097E 2381112.83581116N 7028774.25097E 2381147.58616117N 7028774.25097E 2381215.58616118N 7028750.25099E 2381250.33581119N 7028727.25099E 2381250.33581120N 7028708.75097E 2381250.33581121N 7028680.46966E 2381095.80976NORTHING/EASTING POINT SCHEDULEParkhill.comPROJECT NO.CLIENT#DATEDESCRIPTIONKEY PLANA:\2021\8125.21\03_DSGN\01_DWG\060_LAND\03_SHEETS\LC102 COORDINATE SCHEDULE.DWG, 7/11/2022 3:50:27 PM, JRWilliams
Southlake
Pickleball Complex
at Bicentennial ParkCity of Southlake450 W Southlake Blvd, Southlake, TX 760928125.21-12/12/2022Issue for BidREGISTE
RE
D
LANDSCAPE ARCHITECTSTATE OF TEXA
S23 J AM
E
S WILLIAMS2705/12/2023CoordinateScheduleLC102105/04/2023SI 002205/12/2023CCR 00211112
EF-1 EF-2
UH-1
WOMENS
102
MENS
104
HP-1
HP-2
OFFICE
101
IDU-1
IDU-2 IDU-310"x10"2-10x10/R110"x10"2-10x10/R1HP-3
CD
CD
CD
CD3/4"
3/4"
3/4"
3/4"
HVLS-1
TT
T
EWH-1
EWH-1EWH-1 FCODCO
WH-1
4"
2"
U-2
WC-1 WC-1
U-1
WC-2
WC-2
TD-1 TD-1
FS-1OFFICE
101
WOMENS
102
MENS
104
L-1 L-1
WH-2
2"FS-14"
1. PROJECT IS DESIGNED TO AND SHALL CONFORM TO THE REQUIREMENTS OF IMC 2021 AND
IPC 2021.
2. GENERAL NOTES ON THIS SHEET ARE APPLICABLE TO EACH PLUMBING DRAWING OF THIS
SET OF CONSTRUCTION DOCUMENTS. NOTES SPECIFIC TO INDIVIDUAL PLUMBING
DRAWINGS WILL BE SHOWN ON THE RESPECTIVE PLUMBING DRAWING.
3. THE CONTRACTOR SHALL PROVIDE A COMPLETE PLUMBING SYSTEM TO INCLUDE ALL
LABOR, MATERIALS, TOOLS AND EQUIPMENT FOR A COMPLETE AND FUNCTIONAL SYSTEM
INCLUDING ALL NECESSARY APPURTENANCES CUSTOMARILY INCLUDED IF NOT
SPECIFICALLY CALLED OUT.
4. ENTIRE INSTALLATION, INCLUDING MATERIALS, EQUIPMENT AND WORKMANSHIP SHALL
CONFORM WITH ALL APPLICABLE LAWS, CODES AND REGULATIONS.
5. APPLICABLE STANDARDS AND REGULATORY BODIES HAVE JURISDICTION OVER THE CLASS
OF WORK.
6. MATERIAL AND EQUIPMENT SHALL HAVE STAMPS OR SEALS OF AHRI, ASME, UL OR ASTM.
7. THE CONTRACTOR SHALL MAKE TESTS FOR ACCEPTANCE AND APPROVAL AS REQUIRED BY
CODE AND THE REQUIREMENTS OF APPLICABLE REGULATORY AGENCIES. REQUIRED TESTS
SHALL BE PERFORMED IN THE PRESENCE OF THE ENGINEER OF RECORD AND/OR OWNER
UNLESS OTHERWISE WAIVED IN WRITING.
8. THE CONTRACTOR SHALL OBTAIN AND PAY FOR ALL PERMITS, LICENSES, DOCUMENTS AND
SERVICES RELATED TO INSTALLATION OF THE WORK.
9. THE CONTRACTOR SHALL COORDINATE HIS WORK WITH THE OTHER TRADES IN ORDER TO
RESOLVE ANY CONFLICTS THAT MIGHT ARISE DUE TO THE LOCATION OF EQUIPMENT OR
THE USE OF SPACE.
10. EQUIPMENT OF DIFFERENT ELECTRICAL CHARACTERISTICS MAY BE FURNISHED PROVIDED
SUCH PROPOSED EQUIPMENT IS APPROVED IN WRITING AND CONNECTING ELECTRICAL
SERVICE, CIRCUIT BREAKERS AND CONDUIT ARE APPROPRIATELY MODIFIED AT NO COST TO
THE OWNER.
11. RUN ALL HORIZONTAL DOMESTIC COLD WATER, DOMESTIC HOT WATER, AND VENT PIPING
ABOVE THE CEILING UNLESS OTHERWISE NOTED.
12. MAKE PIPE PENETRATIONS OF ALL WALLS WITH SLEEVES AS NOTED IN THE
SPECIFICATIONS.
13. DO NOT INSTALL EQUIPMENT, PIPING OR DUCTWORK OVER ANY ELECTRICAL EQUIPMENT
OR ELECTRICAL SERVICE SPACE.
14. LAYOUT OF PIPING IS DIAGRAMMATIC. RUN ALL EXPOSED PIPING AS HIGH AS POSSIBLE
UNLESS OTHERWISE NOTED. ALLOW FOR RISES, DROPS AND OFFSETS AS REQUIRED.
15. EXTEND CONDENSATE DRAIN LINES AS INDICATED. ALL CONDENSATE DRAIN PIPING SHALL
BE TRAPPED AND PITCHED DOWN IN DIRECTION OF FLOW A MINIMUM OF 1/8 INCH PER 1
FOOT.
16. INSTALL EQUIPMENT TO FACILITATE SERVICING, MAINTENANCE AND REPAIR OR
REPLACEMENT OF ELECTRICAL COMPONENTS. AS MUCH AS PRACTICAL, CONNECT
EQUIPMENT FOR EASE OF DISCONNECTING, WITH A MINIMUM OF INTERFERENCE WITH
OTHER INSTALLATIONS.
17. FLASHING DETAILS FOR PIPES PENETRATING THE ROOF SHALL BE COORDINATED WITH
ARCHITECTURE DETAILS.
18. CONTRACTOR SHALL INSTALL ALL PLUMBING VENTS AND EXHAUST AIR OUTLETS A MINIMUM
OF 10’-0”AWAY (PER CODE) FROM ALL OUTSIDE AIR INTAKES, OPERABLE DOORS AND/ OR
WINDOWS. CONSTRUCTION DRAWINGS ARE DIAGRAMMATIC BY NATURE, FINAL
MEASUREMENTS SHOULD BE MADE AT THE PROJECT SITE.
19. CONTRACTOR TO PROVIDE MEANS TO CLEAR CONDENSATE DRAIN LINE WITHOUT CUTTING
THE DRAIN LINE.
20. NOT ALL SYMBOLS OR ABBREVIATIONS ARE USED.
GENERAL NOTES
PLUMBING SYMBOL LEGEND
BUTTERFLY VALVE
BALL VALVE
CHECK VALVE
GATE VALVE
PRESSURE REDUCING VALVE
FLANGE
UNION
STRAINER
PLUG VALVE
GAS REGULATOR
CONNECT TO EXISTING
POINT OF DISCONNECT
DOMESTIC COLD WATER
DOMESTIC HOT WATER
DOMESTIC HOT WATER RETURN
SEWER
VENT
CONDENSATE DRAIN
AUXILIARY DRAIN
NATURAL GAS
ROOF DRAIN PIPING
OVERFLOW DRAIN PIPING
FLUID FLOW DIRECTION
PIPE TURNED UP
PIPE TURNED DOWN
PIPING LEGEND
OD
RD
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AUX
CD
P.O.D
DUCTWORK SYMBOLS
CEILING MOUNTED TRANSFER GRILLE
TRANSFER DUCT TURNED DOWN
ROUND DUCT TURNED UP
THERMOSTATT
BA S EBAL L FIELD
BASEBALL FIE LD
BASEBALL FIE LD
BASEBALL FIE LD
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FOULPOLE
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C.F-560#DATE DESCRIPTION
-
KEY PLAN
CLIENT
PROJECT NO.
Parkhill.com
5/12/2023 10:30:18 AM8125.21
R_v22Permit Set07/08/2022
450 W Southlake Blvd
Southlake, TX 76092
City of Southlake
MP111
Mechanical and
Plumbing Plansat Bicentennial ParkSouthlakePickleball Complex5/12/2023
AS INDICATED BY:#
KEY NOTES
1 ROUTE 3/4" CONDENSATE DRAIN DOWN TO FLOOR SINK IN CHASE
2 ROUTE 6" DUCT UP THRU THE ROOF. PROVIDE ROOF CAP.
3 REFER TO CIVIL FOR CONTINUATION.
4 ROUTE 2" WATER LINE UP IN CHASE. PROVIDE BALL VALVE IN VERTICAL.
5 PROVIDE COUNTERTOP ICEMAKER AND DISPENSER. MANITOWOC
CNF0202. ROUTE DRAIN TO FLOORSINK IN CHASE.
6 INSTALL CONCRETE PAD UNDER ALL 3 HEAT PUMPS.
7 PROVIDE LOCKABLE COVER FOR THERMOSTAT.
8 REFER TO CIVIL FOR CONTINUATION. APPROXIMATE INVERT 7' BFF.
1/4" = 1'-0"A5 MECHANICAL PLAN
1/4" = 1'-0"A3 PLUMBING PLAN
NORTH NORTH
1
22
3
3
4
5
6
77
1 05/01/2023 Permit Comment Response
2 05/12/2023 CCR-002
8
2
2
CITY OF SOUTHLAKE
Project No. 2022-59
CITY OF SOUTHLAKE
PUBLIC WORKS DEPARTMENT
CONTRACT CHANGE ORDER NO. 3
PROJECT NO.: 2022-59
DESCRIPTION: Southlake Pickleball at Bicentennial Park Project
TO: North Rock Construction
You are hereby instructed to comply with the following changes from the Contract Plans and
Specifications:
SUMMARY OF CHANGES
Description
(Detailed Explanation Attached)
Change in
Contract Price1
Change in
Contract Time
(Days)
1. Revised Scope of Work for installation of
conduit and trench for primary electrical
service from existing utility transformer to
new transformer location & to provide
concrete pad for transformer per
Construction Change Request #003
(attached)
$47,526.05 10
Net Change in Contract Price and Work Days $47,526.05 10
1Deduction or decrease in Contract Price is denoted in parentheses.
The following change is hereby made a part of the Contract Documents and shall be performed
under the same terms and conditions as required by the original Contract Documents. Except as
modified herein, the original Contract Documents and all prior amendments shall remain in full
force and effect and all of the terms of the Contract Documents are hereby incorporated in this
Change Order.
SUMMARY OF ALL CHANGE ORDERS
ORIGINAL CONTRACT AMOUNT ........................... $3,663,583.57
CCO 01 ........................................................................ ($2,838.32)
CCO 02 ......................................................................... $24,324.80
CCO 03 ......................................................................... $47,526.05
TOTAL ..................................................................... $3,732,596.10
SUMMARY OF CONTRACT CONSECUTIVE CALENDAR DAYS
FIRST DAY OF WORK: ................................................ 04/17/2023
CONTRACT CONSECUTIVE CALENDAR DAYS: .................... 180
TIME EXTENSION: CCO 1 ......................................................... 0
TIME EXTENSION: CCO 2 ......................................................... 3
CITY OF SOUTHLAKE
Project No. 2022-59
TIME EXTENSION: CCO 3 .........................................................10
NEW TOTAL WORKING DAYS: ............................................... 193
LAST DAY OF WORK: .................................................. 10/26/2023
CITY OF SOUTHLAKE
Project No. 2022-59
CHANGE ORDER DETAIL
Change Order No.: 3
Project No.: 2022-59
Description:
The changes or interpretations described and noted herein are hereby authorized. The signed
original of this order is on file in the Department of Public Works. Shown as separate paragraphs:
(A) Reason for Change; (B) Description of Change; (C) Change in Contract Costs; and (D)
Change in Completion Date.
Item No. 1: Revised Scope of Work for installation of conduit and trench for primary
electrical service from existing utility transformer to new transformer
location & to provide concrete pad for transformer per Construction Change
Request #003 (attached).
A. Reason for Change: Primary power to the new transformer, located at the northwest
corner of the pickleball facility will be supplied via a service extension from the existing
transformer located adjacent to the Southlake Tennis Center. City determined that it was
the best value to install this conduit under this contract than to have the work performed
by Oncor.
B. Description of Change: See Construction Change Request #003 (attached)
C. Change in Contract Cost:
Add $47,526.05
D. Change in Completion Date:
Add 10 Calendar Days
SIGNATURE PAGE TO FOLLOW:
CITY OF SOUTHLAKE
Project No. 2022-59
The original Contract Price was $3,663,583.57. Contract Change Order No. 1 decreased the
Contract Price by ($2,838.32). Contract Change Order No. 2 increased the contract price by
$24,324.80. Contract Change Order No. 3 increased the contract price by $47,526.05.The new
Contract Price will be $3,732,596.10, resulting in an increase of approximately 1.89% to the
original Contract.
The original Contract Time of 180 consecutive calendar days was extended by 3 calendar days
per Contract Change Order No. 2, and 10 calendar days per Contract Change Order No. 3. The
last contract Working Day is new October 26, 2023.
Ordered:
Project Manager
Date:
Acceptance by the Contractor:
This Change Order is in full compromise and settlement of all adjustments to Contract Time and
Contract Price, and compensation for any and all delay, extended or additional field and home
office overhead, disruption, acceleration, inefficiencies, lost labor or equipment productivity,
differing site conditions, construction interferences and other extraordinary or consequential
damages (hereinafter called “Impacts”), including any ripple or cumulative effect of these Impacts
on the overall Work under the Contract arising directly or indirectly from the performance of Work
described in this Change Order. By execution of this Change Order, the Contractor agrees that
this Change Order constitutes a complete accord and satisfaction with respect to all claims for
schedule extension, Impacts, or any costs of any nature, character or kind arising out of or
incidental to this Change Order.
Name: Date:
Title: Garrett Harden, Project Engineer
July 24, 2023
3912 E Mckinney St
Denton, TX 76205
Phone: 940-220-5500
Project
PO#
Attention
Contract Date
OH&P
NR Project #
Start Date
Compl Date
Today's Date
Proposed Change Order
Line
Item
Quantity Unit Unit
Price
1 1 LS 41,327.00$
2 1 LS -$
3 1 LS -$
4 1 LS -$
5 1 LS
6 1 EA
3 1 LS 15%
Total Add: 47,526.05$
Deductions
1 1 EA
2 1 LS
LS
Total Deduct: -$
Total:47,526.05$
Date:
North Rock Construction Garrett Harden (Project Engineer)
Accepted By:
Southlake Pickleball Complex
#22300682
PCO #3
Original Contract Amount $ 3,663,583.57
Mamerto Estepa Previous Change Orders $21,486.48
03/21/2023 Current Change Order $47,526.05
15%Revised Contract Amount 3,732,596.10$
22N-097 Original Contract Day 180
04/17/2023 Previous Added Days 3
10/13/2023 Current CO Days Added 10
07/21/2023 Revised Contract Days 193
Description
OCO #3
Total
Price
-$
-$
Provide and install 1-4” rolled conduit from the
existing power company transformer at the tennis
center to the
new transformer location being installed near the
pickleball court. Rolled conduit to be installed by
directional
bore. Total run not to exceed 650’.
41,327.00$
-$
-$
-$
Subtotal 41,327.00$
Overhead / Bond / Profit 6,199.05$
$ -
$ -
$ -
Friday, July 21, 2023
$ -
\\Data1\Projects3\2021\8125.21\05_CONSTR\04_CHANGE\01_CCR\CCR 003\8125.21-CCR_Change_Request.docx
CONSTRUCTION CHANGE REQUEST #003
PROJECT:
Southlake Bicentennial Pickleball
Complex
DATE: June 5, 2023 Owner
Southlake, TX CONTRACT DATE: Architect
ARCHITECT’S PROJECT
NUMBER: 8125.21
Contractor
TO CONTRACTOR:
North Rock Construction
OWNER’S PROJECT NUMBER:
Other
3912 E. McKinney St.
Denton, TX 76208
06/5/2023
Please submit an itemized quotation for changes in the Contract Sum and/or Time incidental to proposed modification to the Contract
Documents described herein. THIS IS NOT A CHANGE ORDER NOR A DIRECTION TO PROCEED WITH THE WORK DESCRIBED
HEREIN UNTIL APPROVED BY THE OWNER.
Description: (Written description of the work)
Provide conduit and trench for primary service from existing utility transformer to new transformer location.
Provide concrete pad for transformer.
Submitted By: James Williams Attachments: E-100
CONTRACTOR’S RESPONSE:
Additional days requested for this CCR: 10
Add to / Credit Contract Sum $
Credit / Deduct Contingency
Owner CMAR
$
Credit / Deduct Allowance $
(Name of Allowance)
TOTAL CCR $
Attachment: Breakdown
CONSTRUCTION CHANGE REQUEST APPROVAL
When signed by Owner and upon receipt of approved document by the Contractor, the Contractor shall proceed with the change(s)
described above. If CCR is changing the Contract Sum or GMP by cost or time, an official Change Order on AIA G701 will be
executed and distributed.
Approved Additional Time
By: Date:
(Signature)
x 47,526.05
47,526.05
10
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#6 AWG
TO LCP
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TO LCP
#10 AWG
WP/GFCIWP/GFCIWP/GFCIPA-29
PA-30
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E-100
Site Plan
Electrical
EXISTING UTILITIES
CONTRACTOR MUST VERIFY LOCATION OF ALL OVERHEAD AND
UNDERGROUND UTILITIES PRIOR TO CONSTRUCTION. CONTRACTOR
SHALL COORDINATE WITH CITY OFFICIALS AND UTILITY COMPANIES
IN LOCATING UTILITIES. CONTRACTOR SHALL BE HELD RESPONSIBLE
FOR LOSSES DUE TO DAMAGE TO UTILITIES. LOCATION FOR ALL
UTILITIES SHOWN ON PLANS ARE APPROXIMATE. CONTRACTOR
SHALL CALL TEXAS 811, 1-800-344-8377.
NORTH
0 40'20'A1 Electrical Site Plan
1"=20'-0"
A.COORDINATE WITH THE UTILITY SERVICE PROVIDERS FOR ALL
REQUIREMENTS FOR DELIVERING POWER AND COMMUNICATION
SERVICE TO THE NEW BUILDING.
B.VERIFY THE LINE OF DEMARCATION FOR THE TELEPHONE
SERVICE CONDUITS. PREPARE TO EXTEND THE (3)-4" CONDUITS
TO THE PROPERTY LINE AT A LOCATION TO BE DETERMINED BY
THE SERVICE PROVIDER.
C.REFER TO THE LIGHT FIXTURE SCHEDULE FOR FIXTURE TYPES.
PROVIDE THE NUMBER OF FIXTURES AND ORIENTATION NOTED
FOR POLE-MOUNTED FIXTURES. POLE EPA RATINGS SHALL BE
FOR THE NUMBER OF FIXTURES SHOWN.
D.COORDINATE WITH THE FIRE SUPPRESSION CONTRACTOR FOR
THE LOCATION OF THE POST INDICATOR VALVE (PIV). EXTEND
UNDERGROUND CONDUIT AND PROVIDE WEATHER TIGHT
CONNECTION (IF APPLICABLE).
E.CONTRACTOR SHALL VERIFY LOCATION OF ALL UNDERGROUND
UTILITIES PRIOR TO ANY EARTH WORK.
F.PROJECT IS DESIGNED BASED ON REQUIREMENTS OF NEC 2020
AND IECC 2018.
GENERAL NOTES
00
1.NEW PAD-MOUNT UTILITY TRANSFORMER (BY UTILITY).
CONTRACTOR SHALL PROVIDE TRANSFORMER PAD AND
REFER TO ONCOR'S SPECIFICATIONS FOR ELECTRICAL
UNDERGROUND DISTRIBUTION SYSTEMS FROM
PADMOUNTED TRANSFORMATION, SECONDARY SERVICE
ACCOUNTS DOCUMENT FOR TRANSFORMER PAD
DIMENSIONS AND ADDITIONAL REQUIREMENTS.
COORDINATE WITH UTILITY (ONCOR) FOR ADDITIONAL
INFORMATION.
2.RACK MOUNTED MAIN DISTRIBUTION PANEL AND LIGHTING
CONTROL PANEL. MOUNT RACK OUTSIDE OF UTILITY
SERVICE ENTRANCE EASEMENT AS REQUIRED.
3.NEW POWER PEDESTAL. LANDSCAPE FORMS: BM-PP-1G1U.
COORDINATE COLOR WITH LANDSCAPE ARCHITECT PRIOR
TO ORDERING. ROUTE (2) #10 AWG + #10 GND IN 3/4"
CONDUIT. COORDINATE WITH MANUFACTURER FOR
ADDITIONAL INFORMATION.
4.OUTDOOR CAMERA (BY OTHERS) (TYPICAL). REFER
SECURITY CAMERA PLAN FROM FORD AV FOR EXACT
MOUNTING HEIGHT, LOCATION AND ADDITIONAL
INFORMATION. PROVIDE BACKBOX AND 3/4" CONDUIT WITH
PULL STRING FROM DEVICE LOCATION TO OFFICE 101.
5.OUTDOOR SPEAKER (BY OTHERS) (TYPICAL). REFER TO
A/V PLAN FROM FORD AV FOR EXACT MOUNTING HEIGHT,
LOCATION AND ADDITIONAL INFORMATION. PROVIDE
BACKBOX AND 3/4" CONDUIT WITH PULL STRING FROM
DEVICE LOCATION TO OFFICE 101.
6.STORAGE/I.T. ROOM IN TENNIS CENTER.
7.#10 AWG. ROUTE CIRCUIT THROUGH TIME CLOCK IN
OFFICE 101.
8.BORE UNDER STREET FOR DATA CABLING CONDUIT AS
REQUIRED.
9.POWER FOR MAG LOCKS. COORDINATE EXACT LOCATION
AND REQUIREMENTS WITH DOOR HARDWARE
CONTRACTOR AND LANDSCAPE ARCHITECT. PROVIDE
POWER, CONTROL WIRING AND ASSOCIATED DEVICES AS
REQUIRED.
10.PEDESTAL MOUNTED J-BOX FOR PUSH-TO EXIT BUTTON.
PROVIDE 3/4" CONDUIT AND CONTROL WIRING BETWEEN
GATE AND BUTTON AS REQUIRED. COORDINATE EXACT
PEDESTAL LOCATION WITH LANDSCAPE ARCHITECT PRIOR
TO INSTALLATION.
11.IN-GRADE TREE UPLIGHT. COORDINATE EXACT LOCATION
WITH TREE GRATE AND LANDSCAPE ARCHITECT. PROVIDE
12V TRANSFORMER AS REQUIRED. REFER TO LIGHTING
FIXTURE SCHEDULE ON SHEET E-501 FOR FIXTURE
INFORMATION. TYPICAL OF ALL FIXTURES TYPE "T".
12.PROVIDE 1" CONDUIT FROM OFFICE 101 TO STORAGE/I.T.
ROOM IN TENNIS CENTER. COORDINATE ROUTING WITH
EXISTING UTILITIES IN THE AREA. STUB CONDUIT UP IN
OFFICE 101 AS CLOSE TO I.T. RACK LOCATION AS
POSSIBLE. ROUTE CONDUIT UP WALL AT TENNIS CENTER
AND PENETRATE THROUGH WALL IN AN ACCESSIBLE
LOCATION ABOVE CEILING INSIDE THE BUILDING. PROVIDE
ELBOW SWEEPS AND BACKFILL ALL WALL PENETRATIONS
AS REQUIRED. PROVIDE (1) GE MMF OPTICS CABLE FROM
OFFICE 101 TO STORAGE/I.T. ROOM IN TENNIS CENTER.
LEAVE 20FT OF SLACK AT THE END OF THE CABLE RUN
INSIDE THE STORAGE/I.T. ROOM. COORDINATE WITH
OWNER FOR ADDITIONAL INFORMATION.
13.PROVIDE PULL BOX FOR DATA CABLING.
14.PRIMARY SERVICE LINE FROM EXISTING UTILITY
TRANSFORMER TO NEW UTILITY TRANSFORMER.
CONTRACTOR SHALL PROVIDE FOR TRENCHING, BORING
AND BACKFILL AS REQUIRED FOLLOWING DEPICTED
EASEMENT LINE. COORDINATE WITH UTILITY (ONCOR) FOR
EXACT ROUTING OF PRIMARY LINE ALONG EASEMENT.
CONTRACTOR SHALL PROVIDE (1) 4" CONDUIT WITH PULL
STRING BETWEEN EXISTING TRANSFORMER AND NEW
TRANSFORMER PAD. COORDINATE WITH UTILITY (ONCOR)
FOR CONDUIT STUB-UP LOCATIONS AT BOTH ENDS.
UTILITY (ONCOR) WILL PROVIDE AND INSTALL CONDUCTOR
BETWEEN TRANSFORMERS AND NEW TRANSFORMER
AFTER TRANSFORMER PAD HAS BEEN INSTALLED PER
ONCOR REQUIREMENTS. COORDINATE WITH ONCOR FOR
ADDITIONAL REQUIREMENTS FOR INSTALLATION PRIOR TO
WORK.
15.EXISTING PAD-MOUNT UTILITY TRANSFORMER TO REMAIN.
AS INDICATED BY:
KEY NOTES
Parkhill.com
PROJECT NO.
CLIENT
#DATE DESCRIPTION
KEY PLAN SouthlakePickleball Complexat Bicentennial ParkCity of Southlake
450 W Southlake Blvd, Southlake, TX 76092
8125.21
BASE
B
A
L
L
FI
E
L
D
BASE
B
A
L
L
FI
E
L
D
BASE
B
A
L
L
FI
E
L
D
BASE
B
A
L
L
FI
E
L
D
BASE
B
A
L
L
FI
E
L
D
F
EI
CO
SOUTHLAKE BOULEV
A
R
D
II
No. 6
No. 5
E
E
E
Parkhill.com
PROJECT NO.
CLIENT
#DATE DESCRIPTION
KEY PLAN SouthlakePickleball Complexat Bicentennial ParkCity of Southlake
450 W Southlake Blvd, Southlake, TX 76092
8125.21
BASE
B
A
L
L
FI
E
L
D
BASE
B
A
L
L
FI
E
L
D
BASE
B
A
L
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E
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BASE
B
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BASE
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SOUTHLAKE BOULEV
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II
No. 6
No. 5
E
E
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1
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2
06/0 /20235
06/0 /2023 CCR 00 35
01/11/2023
12/12/2022
Addendum 03
Issue for Bid
2
2
2
2
2
________________________ __________________ _________________________
AUTHORIZED SIGNATURE PO # ESTIMATOR, BILLY BROWN
FOR ACCEPTANCE PLEASE SIGN AND RETURN ONE COPY.
PAYMENTS TO BE COD OR NET 10TH PROXY MONTH WITH APPROVED CREDIT.70% ROUGH AND 30% ON COMPLETION WHEN APPLICABLE. UNLESS SPECIFICALLY
NOTED TO THE CONTRARY HEREIN, COVERAGE OF THESE ITEM ARE SPECIFICALLY EXCLUDED: Tax, permit fee, rock digging or excavation; erosion control; casing of piers,
repair of unmarked underground utilities, conformance with The International Electrical Energy Conversation Code (IEECC); excavations of any nature in excess of four feed deep; COMPACTION to a
specified density; utility communication co. charges; wage rates; requirements of any “Building Standards”; Specifications by Owner, Architect or Engineer; work show on any drawings, addenda or
specification that could be concurred to be within our trade or responsibility other than those listed within our Scope of Work; temporary power or lighting; temporary power usage or deposit; installation
of overhead power lines for temporary; bond fees; scheduled overtime; insurance in excess that listed or Builder’s Risk; fire or smoke stoppage for devices, light fixtures, raceways or conductors.
Regulated by the Texas Department of Licensing and Regulations, PO Box 12157, Austin, TX 78711, 800-803-9202, 512-463-6599: website: www.license.state.tx.us/complaints. General Contractor to
provide, toilet, water, electrical power, on site trash and debris disposal location. Price is void after 30 days.
5/2/2023
Garrett Harden
North Rock Construction
REFERENCE:
Bicentennial Park Park
RCO #2234-RCO1
THE FOLLOWING IS NOT PART OF OUT SCOPE OF WORK. PLEASE REVIEW DESCRIBED CHANGES
IN OUR SCOPE OF WORK, ACKNOWLEDGE YOUR ACCEPTANCE BY YOUR SIGNATURE AND
RETURN THE ORIGINAL. RETAIN A COPY FOR YOUR RECORDS.
SCOPE OF WORK:
ITEM 1.
Provide and install 1-4” rolled conduit from the existing power company transformer at the tennis center to the
new transformer location being installed near the pickleball court. Rolled conduit to be installed by directional
bore. Total run not to exceed 650’.
Price: $41,327.00
GROVES ELECTRICAL SERVICE, INC.
2410 SQUIRE PLACE, FARMERS BRANCH, TEXAS 75234, 972-242-7439 FAX 972-446-2143
ELECTRICAL and MECHANICAL, CONTRACTING and SERVICE
groveselectrical@verizon.net TECL17392
“SINCE 1968”
Billy Brown
CITY OF SOUTHLAKE
Project No. 2022-59
CITY OF SOUTHLAKE
PUBLIC WORKS DEPARTMENT
CONTRACT CHANGE ORDER NO. 4
PROJECT NO.: 2022-59
DESCRIPTION: Southlake Pickleball at Bicentennial Park Project
TO: North Rock Construction
You are hereby instructed to comply with the following changes from the Contract Plans and
Specifications:
SUMMARY OF CHANGES
Description
(Detailed Explanation Attached)
Change in
Contract Price1
Change in
Contract Time
(Days)
1. Per Construction Chagne Request #004
(attached)
E-111:
Add/relocate receptacles and data devices
for new workstations layout. Adjust circuits
as shown. Relocate power for data rack and
add data outlet by rack. Remove card reader
and associated power outside of plumbing
chase.
E-501:
Add circuit for additional receptacles in
Office 101 on Panel “PA”.
$8,745.75 8
Net Change in Contract Price and Work Days $8,745.75 8
1Deduction or decrease in Contract Price is denoted in parentheses.
The following change is hereby made a part of the Contract Documents and shall be performed
under the same terms and conditions as required by the original Contract Documents. Except as
modified herein, the original Contract Documents and all prior amendments shall remain in full
force and effect and all of the terms of the Contract Documents are hereby incorporated in this
Change Order.
SUMMARY OF ALL CHANGE ORDERS
ORIGINAL CONTRACT AMOUNT ........................... $3,663,583.57
CCO 01 ........................................................................ ($2,838.32)
CCO 02 ......................................................................... $24,324.80
CCO 03 ......................................................................... $47,526.05
CCO 04 ........................................................................... $8,745.75
TOTAL ..................................................................... $3,741,341.85
CITY OF SOUTHLAKE
Project No. 2022-59
SUMMARY OF CONTRACT CONSECUTIVE CALENDAR DAYS
FIRST DAY OF WORK: ................................................ 04/17/2023
CONTRACT CONSECUTIVE CALENDAR DAYS: .................... 180
TIME EXTENSION: CCO 1 .......................................................... 0
TIME EXTENSION: CCO 2 .......................................................... 3
TIME EXTENSION: CCO 3 .........................................................10
TIME EXTENSION: CCO 4 .......................................................... 8
NEW TOTAL WORKING DAYS: ............................................... 201
LAST DAY OF WORK: .................................................. 11/03/2023
CITY OF SOUTHLAKE
Project No. 2022-59
CHANGE ORDER DETAIL
Change Order No.: 4
Project No.: 2022-59
Description: Southlake Pickleball at Bicentennial Park Project
The changes or interpretations described and noted herein are hereby authorized. The signed
original of this order is on file in the Department of Public Works. Shown as separate paragraphs:
(A) Reason for Change; (B) Description of Change; (C) Change in Contract Costs; and (D)
Change in Completion Date.
Item No. 1: Per CCR #004 (attached):
E-111 - Add/relocate receptacles and data devices for new workstations layout.
Adjust circuits as shown. Relocate power for data rack and add data outlet by rack.
Remove card reader and associated power outside of plumbing chase.
E-501 - Add circuit for additional receptacles in Office 101 on Panel “PA”.
A. Reason for Change: The IT Director required the relocation of the IT/AV rack, to facilitate
accessibility for maintenance activities. The Community Services Deputy Director and
Recreation Manager required the changes to the receptacles, to meet the proposed
operational needs for the space.
B. Description of Change: See Construction Change Request #004 (attached)
C. Change in Contract Cost:
Add $8,745.75
D. Change in Completion Date:
Add 8 Calendar Days
SIGNATURE PAGE TO FOLLOW:
CITY OF SOUTHLAKE
Project No. 2022-59
The original Contract Price was $3,663,583.57. Contract Change Order No. 1 decreased the
Contract Price by ($2,838.32). Contract Change Order No. 2 increased the contract price by
$24,324.80. Contract Change Order No. 3 increased the contract price by $47,526.05. Contract
Change Order No. 4 increased the contract price by $8,745.75. The new Contract Price will be
$3,741,341.85, resulting in an increase of approximately 2.12% to the original Contract.
The original Contract Time of 180 consecutive calendar days was extended by 3 calendar days
per Contract Change Order No. 2, 10 calendar days per Contract Change Order No. 3, and 8
calendar days per Contract Change Order No 4. The last contract Working Day is now November
3, 2023.
Ordered:
Project Manager
Date:
Acceptance by the Contractor:
This Change Order is in full compromise and settlement of all adjustments to Contract Time and
Contract Price, and compensation for any and all delay, extended or additional field and home
office overhead, disruption, acceleration, inefficiencies, lost labor or equipment productivity,
differing site conditions, construction interferences and other extraordinary or consequential
damages (hereinafter called “Impacts”), including any ripple or cumulative effect of these Impacts
on the overall Work under the Contract arising directly or indirectly from the performance of Work
described in this Change Order. By execution of this Change Order, the Contractor agrees that
this Change Order constitutes a complete accord and satisfaction with respect to all claims for
schedule extension, Impacts, or any costs of any nature, character or kind arising out of or
incidental to this Change Order.
Name: Date:
Title: Garrett Harden, Project Manager
August 3, 2023
08/03/2023
\\Data1\Projects3\2021\8125.21\05_CONSTR\04_CHANGE\01_CCR\CCR 004\8125.21-CCR_Change_Request.docx
CONSTRUCTION CHANGE REQUEST #004
PROJECT:
Southlake Bicentennial Pickleball
Complex
DATE: July 12, 2023 Owner
Southlake, TX CONTRACT DATE: Architect
ARCHITECT’S PROJECT
NUMBER: 8125.21
Contractor
TO CONTRACTOR:
North Rock Construction
OWNER’S PROJECT NUMBER:
Other
3912 E. McKinney St.
Denton, TX 76208
07/12/2023
Please submit an itemized quotation for changes in the Contract Sum and/or Time incidental to proposed modification to the Contract
Documents described herein. THIS IS NOT A CHANGE ORDER NOR A DIRECTION TO PROCEED WITH THE WORK DESCRIBED
HEREIN UNTIL APPROVED BY THE OWNER.
Description: (Written description of the work)
E-111:
Add/relocate receptacles and data devices for new workstations layout. Adjust circuits as shown.
Relocate power for data rack and add data outlet by rack.
Remove card reader and associated power outside of plumbing chase.
E-501:
Add circuit for additional receptacles in Office 101 on panel “PA”.
Submitted By: James Williams Attachments: E-111, E-501
CONTRACTOR’S RESPONSE:
Additional days requested for this CCR: 0
Add to / Credit Contract Sum $
Credit / Deduct Contingency
Owner CMAR
$
Credit / Deduct Allowance $
(Name of Allowance)
TOTAL CCR $
Attachment: Breakdown
CONSTRUCTION CHANGE REQUEST APPROVAL
When signed by Owner and upon receipt of approved document by the Contractor, the Contractor shall proceed with the change(s)
described above. If CCR is changing the Contract Sum or GMP by cost or time, an official Change Order on AIA G701 will be
executed and distributed.
Approved Additional Time
By: Date:
(Signature)
8,745.75
8
8,745.75
X
MTCPMMMMMJJJJJJJJJ JJJCRCCTVCCTV
CCTVCCTVCCTVCCTVCCTVCCTVCCTVCCTV
GEGGGGGOFFICE101WOMENS102PLUMBING CHASE103MENS104HEHEHHEHEHHE78GGEGGGGEGGGEPA- 136PA- 12H HHE HHH HH HEWP/GFCIWP/GFCIWP/GFCIWP/GFCIWP/GFCIPLUMBING CHASE103MENS104OFFICE101WOMENS102WP/GFCI60"/GFCIICEPANEL PAPA- 2PA- 5PA- 6PA- 7PA- 9PA- 11PA- 4PA- 8PA- 1045EF-1EF-2UH-1IDU-2HVLS-1IDU-2WH-2WH-1IDU-1HP-3HP-2HP-1TV/60"1012PA- 3313PA- 3414141515PA- 3616PA- 3717PA- 2ONON18PA- 281PLUMBING CHASE103MENS104OFFICE101WOMENS10260"2351WPWP1WP19WPWPWPWP60"11BASEBALL FIELDBASEBALL FIELDBASEBALL FIELDBASEBALL FIELDBASEBALL FIELDFOULPOLEFOULPOLE FOULPOLECOVERED PICNICTABLE SCOREBOARD FPP PPPPPPPPPPPP PPPPPPPP EIEECO SOUTHLAKE BOULEVARDWVII No. 6No. 5EEE #DATEDESCRIPTION-KEY PLANCLIENTPROJECT NO.Parkhill.com7/12/2023 2:27:20 PM8125.21R_v22Issue for Bid12/12/2022450 W Southlake Blvd,Southlake, TX 76092City of SouthlakeE-111Electrical Plansat Bicentennial ParkSouthlakePickleball Complex07/12/2023GENERAL NOTESAS INDICATED BY:#KEY NOTESA. COORDINATE LOCATION OF LIGHT FIXTURES WITH ARCHITECTURAL AND MECHANICAL.B. ALL EMERGENCY AND EGRESS LIGHTING SHALL BE CONNECTED TO THE SAME BRANCH CIRCUIT SERVING THE NORMAL LIGHTS AND SHALL BE ON THE LINE SIDE OF RELAYS OR SWITCHING DEVICES.C. REFER TO KEYED NOTES FOR CONTROL OF ADDITIONAL EMERGENCY LIGHTING.D. AT LOCATIONS WHERE ROOM LIGHT FIXTURES ARE CONTROLLED THROUGH THE USE OF OCCUPANCY SENSORS, PROVIDE THE NUMBER OF SENSORS AND LOCATE THE UNITS AS REQUIRED FOR COMPLETE ROOM COVERAGE. WHERE MORE THAN ONE SENSOR IS LOCATED IN A COMMON SPACE, CONNECT THE UNITS SUCH THAT DETECTION OF OCCUPANCY FROM EITHER UNIT WILL ENERGIZE THE LIGHTING. WHERE SWITCHES ARE SHOWN IN CONJUNCTION WITH OCCUPANCY SENSORS, CONNECT THE SWITCHES TO DE-ENERGIZE THE LIGHTING INDICATED REGARDLESS OF OCCUPANCY. ADJUST ALL SENSOR TIME DELAYS AND MOTION SENSITIVITIES DURING PROJECT CLOSEOUT TO MEET THE OPERATIONAL FUNCTION OF THE OWNER.E. PROVIDE DEDICATED NEUTRAL WIRE FOR ALL 120V BRANCH CIRCUITS TO MEET NEC 210.4. NO MULTI-WIRE BRANCH CIRCUITS SHALL BE ALLOWED. F. ALL CONDUITS SERVING ROOF-MOUNTED EQUIPMENT SHALL BE EXTENDED INSIDE THE UNIT CURBS TO AVOID ADDITIONAL PITCHPANS. ALL EXTERIOR CONDUIT SHALL BE RIGID GALVANIZED STEEL OR LIQUID TIGHT FLEXIBLE CONDUIT AS SPECIFIED. G. AT LOCATIONS WHERE A COMMON EXHAUST FAN IS CONTROLLED THROUGH INDEPENDENT WALL SWITCHES, CONNECT THE SWITCHES IN PARALLEL TO ALLOW EITHER SWITCH TO OPERATE THE FAN. H. REFER TO THE MECHANICAL EQUIPMENT ELECTRICAL SCHEDULE FOR BRANCH CIRCUIT REQUIREMENTS FOR ALL MECHANICAL EQUIPMENT. I. CONTRACTOR IS RESPONSIBLE FOR PROVIDING CONNECTION OF ALL HVAC AND PLUMBING EQUIPMENT (BUT NOT LIMITED TO RTU'S, AHU'S, FANS, DAMPERS, LOUVERS, PUMPS AND CONTROLS). J. COORDINATE LOCATIONS OF ALL DEVICES PRIOR TO ROUGH-IN TO AVOID CONFLICTS WITH MILL WORK, MARKERBOARD, ETC. K. ALL CONDUIT TO BE RECESSED IN WALL, NO SURFACE MOUNTED CONDUIT. L. PROJECT IS DESIGNED BASED ON REQUIREMENTS OF NEC 2020 AND IECC 2018.NORTH0 8'16'4'1/8" = 1'-0"1LIGHTING PLAN1/8" = 1'-0"2POWER PLAN1. TYPICAL WALL MOUNTED CAMERA (BY OTHERS). PROVIDE BACKBOX (AS REQUIRED BY SECURITY CONTRACTOR) AND CONDUIT WITH PULL STRING TO AN ACCESSIBLE LOCATION ABOVE CEILING IN OFFICE 101. COORDINATE WITH OWNER AND SECURITY SYSTEM CONTRACTOR FOR EXACT MOUNTING HEIGHT AND LOCATION OF ALL BACK BOXES PRIOR TO ROUGH-IN. 2. WALL MOUNTED DATA RACK MOUNTED AT 48" AFF. DATA RACK SHALL BE NAVEPOINT 12U WALL MOUNT NETWORK SERVER 19 INCH IT CABINET RACK ENCLOSURE. COORDINATE EXACT LOCATION WITH OWNER PRIOR TO INSTALLATION. PROVIDE UPS FOR DATA RACK. UPS SHALL BE APC 1350VA WITH BATTERY BACKUP AND SURGE PROTECTOR. COORDINATE ADDITIONAL INFORMATION WITH OWNER. 3. STUB-UP LOCATION FOR 1" CONDUIT FOR COMMUNICATIONS CABLING FROM STORAGE/I.T. ROOM IN TENNIS CENTER. REFER TO SITE PLAN ON SHEET E-100 FOR ADDITIONAL INFORMATION. 4. FAN CONTROLLER (BY MANUFACTURER) FOR CANOPY FAN. COORDINATE EXACT LOCATION WITH OWNER AND MANUFACTURER PRIOR TO ROUGH-IN. COORDNATE ADDITIONAL REQUIREMENTS WITH FAN MANUFACTURER. 5. PROVIDE RECESSED WALL BOX TYPE HUBBELL: NSAV62M (OR APPROVED EQUAL) FOR TV. WALL BOX WILL INCLUDE GFCI RECEPTACLE AND DATA/HDMI OUTLET. COORDINATE EXACT HEIGHT AND LOCATION WITH OWNER PRIOR TO ROUGH-IN. 6. ROUTE EXTERIOR LIGHTING CIRCUIT THROUGH PHOTOCELL AND TIME CLOCK FOR CONTROL. 7. ASTRONOMICAL TIME CLOCK FOR OUTDOOR LIGHTING CONTROL. 8. PHOTOCELL FOR OUTDOOR LIGHTING CONTROL. MOUNT PHOTOCELL ON ROOF, FACING NORTH. 9. TYPICAL CARD READER (BY OTHERS). PROVIDE BACKBOX AND CONDUIT WITH PULL STRING TO AN ACCESSIBLE LOCATION ABOVE CEILING. COORDINATE WITH OWNER AND SECURITY SYSTEM CONTRACTOR FOR EXACT MOUNTING HEIGHT AND LOCATION PRIOR TO ROUGH-IN. VERIFY HINGE SIDE OR LATCH SIDE OF DOOR WITH OWNER AND SECURITY SYSTEM CONTRACTOR. 10. POWER FOR DATA RACK UPS. MOUNT RECEPTACLE AT 48" AFF. 11. POWER FOR WINE COOLER. 12. THIS RECEPTACLE SHALL BE CONTROLLED WITH THE LIGHTING OCCUPANCY SENSOR AND TURN OFF AUTOMATICALLY WITH THE LIGHTS 20 MINUTES AFTER ALL OCCUPANTS HAVE LEFT THE ROOM, AND TURN BACK ON WHEN AN OCCUPANT RE-ENTERS THE ROOM. PROVIDE nLIGHT: nPP20 PL PLUG LOAD CONTROL POWER PACK FOR SWITCHING RECEPTACLE LOAD. RECEPTACLE SHALL BE A CONTROLLED TYPE RECEPTACLE, HUBBELL: HCSREC SERIES (OR APPROVED EQUAL). MATCH DEVICE BODY COLOR WITH ALL OTHER INDOOR RECEPTACLES. 13. POWER FOR ELECTRIFIED LOCKS. COORDINATE JUNCTION BOX MOUNTING WITH DOOR HARDWARE MANUFACTURER PRIOR TO ROUGH-IN. 14. POWER FOR MAG LOCKS. COORDINATE EXACT LOCATION AND REQUIREMENTS WITH ACCESS CONTROL CONTRACTOR. PROVIDE POWER, CONTROL WIRING AND ASSOCIATED DEVICES AS REQUIRED. 15. J-BOX FOR PUSH-TO EXIT BUTTON. PROVIDE 3/4" CONDUIT AND CONTROL WIRING BETWEEN CORRESPONDING MAG LOCK AND BUTTON AS REQUIRED. COORDINATE EXACT BUTTON LOCATION WITH OWNER AND ACCESS CONTROL CONTRACTOR PRIOR TO ROUGH-IN. 16. POWER FOR RESTROOM MAG LOCKS OVERRIDE SWITCH. PROVIDE 3/4" CONDUIT AND CONTROL WIRING BETWEEN OVERRIDE SWITCH AND TIMER AS REQUIRED. COORDINATE EXACT BUTTON LOCATION AND ADDITIONAL REQUIREMENTS WITH OWNER AND ACCESS CONTROL CONTRACTOR PRIOR TO ROUGH-IN. 17. POWER FOR ACCESS CONTROL TIMER. PROVIDE LOW VOLTAGE TRANSFORMER FOR CONNECTION AS REQUIRED. COORDINATE EXACT LOCATION AND ADDITIONAL REQUIREMENTS WITH ACCESS CONTROL CONTRACTOR PRIOR TO ROUGH-IN. 18. MINI REFRIGERATOR POWER. 1/8" = 1'-0"3COMMUNICATIONS PLANLIGHTING FIXTURE SCHEDULETYPE ELECTRICAL DATA MANUFACTURER MODEL LAMP DESCRIPTIONG 120 V/1-28 VA LITHONIA LDN6-40/25-L06/AR-LSS-MVOLT-GZ10 LED WET LOCATION RATED, RECESSED 6" DOWN LIGHT WITH 2500 LUMEN OUTPUT, AND 4000K COLORTEMPERATURE.GE 120 V/1-28 VA LITHONIA LDN6-40/25-L06/AR-LSS-MVOLT-GZ10-EL LED SAME AS TYPE "G" EXCEPT WITH EMERGENCY BATTERY PACK.H 120 V/1-53 VA LITHONIA STL4-60L-EZ1-LP835 LED LED, 4', WRAP AROUND, SURFACE MOUNT FIXTURE WITH 6000L OUTPUT, 3500K COLOR TEMPERATURE,AND WHITE FINISH.HE 120 V/1-53 VA LITHONIA STL4-60L-EZ1-LP835-EL14L LED SAME AS TYPE "H" EXCEPT WITH EMERGENCY BATTERY PACK.T 120 V/1-10 VA IRONSMITH TGL-10F LED LOW VOLTAGE UPLIGHT WITH TERALUX SWITCHABLE LED 10W MODULE. PROVIDE 12V TRANSFORMER ASREQUIRED.1111 07/12/2023 CCR 004
1. PROVIDE A MOTOR RATED SWITCH. OVERLOADS SHALL MATCH MOTOR RATING.2. PROVIDE 3/4" CONDUIT FROM INDOOR UNIT TO OUTDOOR UNIT TO SUPPORT POWER AND CONTROL CABLING. COORDINATE WITH MANUFACTURER AND MECHANICAL FOR ALL REQUIREMENTS.3. DISCONNECT SWITCH TO BE PROVIDED BY MANUFACTURER AND INSTALLED BY CONTRACTOR IN FIELD. 4. FACTORY MOUNTED DISCONNECT SWITCH TO BE PROVIDED BY MANUFACTURER. NOTES:PAD MOUNTEDUTILITY SERVICETRANSFORMEREXISTINGPAD MOUNTEDUTILITY SERVICETRANSFORMERNEWNEWDISTRIBUTIONPanel "MDP"NEWPanel "PA"NEWPanel"LIGHTINGCONTROLPANEL"AS INDICATED BY:#KEYED NOTES1. NEW PAD MOUNT UTILITY TRANSFORMER AND KWH METER. COORDINATE ALL REQUIREMENTS WITH ELECTRIC UTILITY PROVIDER.2. EXISTING PAD MOUNT UTILITY TRANSFORMER CURRENTLY SERVING TENNIS COURTS. 3. NEW PRIMARY SERVICE EXTENSION.4. NEW SECONDARY SERVICE ENTRANCE. (4) #3/0 AWG IN 2" CONDUIT. 5. NEW LIGHTING CONTROL PANEL FOR PICKLE BALL COURTS. PROVIDE (3) #10 AWG + #10 GND IN 3/4" CONDUIT FOR LIGHTING CIRCUITS MDP-2,4,6 AND MDP-8,10,12. PROVIDE (3) #12 AWG + #12 GND IN 3/4" CONDUIT FOR LIGHTING CIRCUIT MDP-7,9,11. PROVIDE 3-POLE CONTACTORS FOR LIGHTING CIRCUITS IN LIGHTING CONTROL PANEL. 6. NEW PANEL LOCATED IN PAVILION BUILDING. (4) #1/0 AWG + #6 GND IN 1-1/2" CONDUIT. PROVIDE 150A/3P CIRCUIT BREAKER IN MDP. 7. REFER TO GROUNDING ELECTRODE DETAIL. 8. NEW 200A, 208Y/120V, 3Φ, 4W DISTRIBUTION PANEL. 9. PROVIDE RACK FOR MOUNTING DISTRIBUTION PANEL AND LIGHTING CONTROL PANEL. 10. EXTEND (3) #10 AWG + #10 GND IN 3/4" CONDUIT FOR PICKLEBALL COURT LIGHT POLES P1, P2, P3, AND P4 (CIRCUIT MDP-7,9,11) FROM LIGHTING CONTROL PANEL. 11. EXTEND (3) #6 AWG + #6 GND IN 3/4" CONDUIT FOR PICKLEBALL COURT LIGHT POLES P5-P12 (CIRCUITS MDP-2,4,6 AND MDP-8,10,12) FROM LIGHTING CONTROL PANEL. 1265437891011(3)-3/4" X 10' COPPERCLAD DRIVEN GROUNDRODSMETAL UNDERGROUNDWATER PIPE. BONDS WITHIN5' OF ENTRANCE INTOBUILDING (IF AVAILABLE)CONCRETE REINFORCING BARSPERPENDICULAR TO EACHOTHER#4 CUCONDUCTOR IN 3/4"RGC#4CU#4CUBUILDING STRUCTURALSTEELNEUTRALBUSBONDINGJUMPER #4AWG CUMAIN SERVICESECTION IN "MDP"EQUIPMENT GROUNDBUSCU. CONDUCTOR INCONCRETE 20' LONGMIN.EXOTHERMICALLYWELD TOREINFORCING BARS(TYPICAL OF 2 PLACES)BASEBALL FIELDBASEBALL FIELDBASEBALL FIELDBASEBALL FIELDBASEBALL FIELDFOULPOLEFOULPOLE FOULPOLECOVERED PICNICTABLE SCOREBOARD FPP PPPPPPPPPPPP PPPPPPPP EIEECO SOUTHLAKE BOULEVARDWVII No. 6No. 5EEE # DATE DESCRIPTION-KEY PLANCLIENTPROJECT NO.Parkhill.com7/12/2023 2:27:21 PM8125.21R_v22Issue for Bid12/12/2022450 W Southlake Blvd,Southlake, TX 76092City of SouthlakeE-501Electrical RiserDiagram &Schedulesat Bicentennial ParkSouthlakePickleball Complex07/12/2023MECHANICAL EQUIPMENT ELECTRICAL SCHEDULEMARK VOLTAGE PHASENUMBER OFPOLESPANEL CIRCUIT BREAKER CONDUIT CONDUCTOR DISCONNECTFUSESIZENOTE LOADEF-1 120 V 1 1 PA 18 20 A 3/4" (2) #12 AWG + #12 GND 0 A 0 A 4406 VAEF-2 120 V 1 1 PA 20 20 A 3/4" (2) #12 AWG + #12 GND 0 A 0 A 4406 VAHP-1 208 V 1 2 PA 19,21 15 A 3/4" (2) #12 AWG + #12 GND 0 A 0 A 2 2912 VAHP-2 208 V 1 2 PA 22,24 15 A 3/4" (2) #12 AWG + #12 GND 0 A 0 A 2 2912 VAHP-3 208 V 1 2 PA 23,25 15 A 3/4" (2) #12 AWG + #12 GND 0 A 0 A 2 2912 VAIDU-1 208 V 1 2 PA 19,21 15 A 3/4" (2) #12 AWG + #12 GND 0 A0 A 2 208 VAIDU-2 208 V 1 2 PA 22,24 15 A 3/4" (2) #12 AWG + #12 GND 0 A0 A 2 208 VAIDU-3 208 V 1 2 PA 23,25 15 A 3/4" (2) #12 AWG + #12 GND 0 A0 A 2 208 VAUH-1 208 V 1 2 PA 1,3 20 A 3/4" (2) #12 AWG + #12 GND 0 A 0 A3 2500 VAWH-1 208 V 1 2 PA 15,17 30 A 3/4" (2) #10 AWG + #10 GND 0 A 0 A 1 5000 VAWH-2 208 V 1 2 PA 14,16 30 A 3/4" (2) #10 AWG + #10 GND 0 A 0 A 1 5000 VANTS2ELECTRICAL RISER DIAGRAMPHASE C 12177 VA 102 A DEMAND LINE AMPS 104 APHASE B 13542 VA 113 A ESTIMATED DEMAND LOAD 37573 VAPHASE A 11855 VA 99 A TOTAL CONNECTED LOAD 37573 VAPHASE TOTALS LOAD CURRENT NOTES:41 -- 1 SPACE -- -- SPACE 1 -- 4239 20 A 1 SPARE 0 VA -- SPACE 1 -- 4037 20 A 1 ACCESS CONTROL TIMER 180 VA 0 VA SPARE 1 20 A 3835 20 A 1 TREE UPLIGHTS 110 VA 180 VA MAG LOCK OVERRIDE SWITCH 1 20 A 3633 20 A 1 ELECTRIC LOCKS 180 VA 720 VA RESTROOM MAG LOCKS1 20 A 3431 20 A 1 SPARE 0 VA 360 VA GATE MAG LOCKS 1 20 A 3229 20 A 1 POWER PEDESTALS 720 VA 720 VA POWER PEDESTALS 1 20 A 3027 20 A 1 SPARE 0 VA 720 VA RECEPTACLES OFFICE 101 1 20 A 2825 1560 VA 900 VA OUTDOOR RECEPTACLES 1 20 A 262315 A 2 HP-3, IDU-31560 VA 1560 VA 2421 1560 VA 1560 VAHP-2, IDU-2 2 15 A221915 A 2 HP-1, IDU-11560 VA 406 VA EF-2 1 20 A 2017 2500 VA 406 VA EF-1 1 20 A 181520 A 2 WH-12500 VA 2500 VA 1613 20 A 1 CANOPY LIGHTING 420 VA 2500 VAWH-2 2 20 A1411 20 A 1 RECEPTACLE 720 VA 851 VA INDOOR LIGHTING 1 20 A 129 20 A 1 ICE MACHINE 1000 VA 552 VA CANOPY FAN 1 15 A 107 20 A 1 HAND DRYER 1500 VA 540 VA CANOPY RECEPTACLES 1 20 A 85 20 A 1 DATA RACK UPS 1350 VA 1500 VA HAND DRYER 1 20 A 63 1250 VA 1000 VA WINE COOLER 1 20 A 4120 A 2 UH-11250 VA 720 VA MISCELLANEOUS RECEPTACLES 1 20 A 2CKT TRIP AMPS POLES CIRCUIT DESCRIPTION A B C A B C CIRCUIT DESCRIPTION POLES TRIP AMPS CKTLOCATION: OFFICE 101MOUNTING: SURFACESUPPLY FROM: MDPENCLOSURE: NEMA 1DISTRIBUTION: 208Y/120V, 3 PHASE, 4 WIREMCB 150 APANELBOARD: PAMIN AIC RATING: 10,000PANELBOARD SCHEDULENTS1GROUNDING DETAILPHASE C 16924 VA 141 A DEMAND LINE AMPS 144 APHASE B 18289 VA 153 A ESTIMATED DEMAND LOAD 51814 VAPHASE A 16602 VA 138 A TOTAL CONNECTED LOAD 51814 VAPHASE TOTALS LOAD CURRENT NOTES:41 -- 1 SPACE -- -- SPACE 1 -- 4239 -- 1 SPACE -- -- SPACE 1 -- 4037 -- 1 SPACE -- -- SPACE 1 -- 3835 -- 1 SPACE -- -- SPACE 1 -- 3633 -- 1 SPACE -- -- SPACE 1 -- 3431 -- 1 SPACE -- -- SPACE 1 -- 3229 -- 1 SPACE -- -- SPACE 1 -- 3027 -- 1 SPACE -- -- SPACE 1 -- 2825 -- 1 SPACE -- -- SPACE 1 -- 2623 -- 1 SPACE -- -- SPACE 1 -- 2421 -- 1 SPACE -- -- SPACE 1 -- 2219 -- 1 SPACE -- -- SPACE 1 -- 2017 -- 1 SPACE -- -- SPACE 1 -- 1815 -- 1 SPACE -- -- SPACE 1 -- 1613 -- 1 SPACE -- -- SPACE 1 -- 1411 1067 VA 1840 VA 129 1067 VA 1840 VA 10720 A 3PICKLE BALL LIGHT POLES P1, P2,P3, & P41067 VA 1840 VAPICKLE BALL LIGHT POLES P9, P10,P11, & P123 25 A85 12177... 1840 VA 63 13542... 1840 VA 41150 A 3 PANEL "PA"11855... 1840 VAPICKLE BALL LIGHT POLES P5, P6,P7, & P83 25 A2CKT TRIP AMPS POLES CIRCUIT DESCRIPTION A B C A B C CIRCUIT DESCRIPTION POLES TRIP AMPS CKTLOCATION: MOUNTING: SURFACESUPPLY FROM: ENCLOSURE: NEMA 3RDISTRIBUTION: 208Y/120V, 3 PHASE, 4 WIREMCB 200 APANELBOARD: MDPMIN AIC RATING: 35000PANELBOARD SCHEDULE21 05/03/2023 CCR 0012 07/12/2023 CCR 004
3912 E Mckinney St
Denton, TX 76205
Phone: 940-220-5500
Project
PO#
Attention
Contract Date
OH&P
NR Project #
Start Date
Compl Date
Today's Date
Proposed Change Order
Line
Item
Quantity Unit Unit
Price
1 1 LS 7,605.00$
2 1 LS -$
3 1 LS -$
4 1 LS -$
5 1 LS
6 1 EA
3 1 LS 15%
Total Add: 8,745.75$
Deductions
1 1 EA
2 1 LS
LS
Total Deduct: -$
Total:8,745.75$
Date:
North Rock Construction Garrett Harden (Project Engineer)
Accepted By:
$ -
Tuesday, July 25, 2023
$ -
$ -
$ -
Subtotal 7,605.00$
Overhead / Bond / Profit 1,140.75$
Description
OCO #4
Total
Price
-$
-$
furnish and install (4) Duplex receptacles in lieu of (1)
Quad receptacle on north wall, new 20A
circuit for receptacles in Office 101, (2) additional Data
back box and stub up, delete (1) Junction box note#13
and (1) Card reader note#9. Price also includes
extending circuit PA-5 and relocating (16) ¾” and (1)
1” conduit stub up for relocation of Wall mounted
Data Rack.
7,605.00$
-$
-$
-$
10/13/2023 Current CO Days Added 8
07/25/2023 Revised Contract Days 213
22N-097 Original Contract Day 180
04/17/2023 Previous Added Days 25
03/21/2023 Current Change Order $8,745.75
15%Revised Contract Amount 3,754,921.42$
Southlake Pickleball Complex
#22300682
PCO #4
Original Contract Amount $ 3,663,583.57
Mamerto Estepa Previous Change Orders $82,592.10
________________________ __________________ _________________________
AUTHORIZED SIGNATURE PO # ESTIMATOR, BILLY BROWN
FOR ACCEPTANCE PLEASE SIGN AND RETURN ONE COPY.
PAYMENTS TO BE COD OR NET 10TH PROXY MONTH WITH APPROVED CREDIT.70% ROUGH AND 30% ON COMPLETION WHEN APPLICABLE. UNLESS SPECIFICALLY
NOTED TO THE CONTRARY HEREIN, COVERAGE OF THESE ITEM ARE SPECIFICALLY EXCLUDED: Tax, permit fee, rock digging or excavation; erosion control; casing of piers,
repair of unmarked underground utilities, conformance with The International Electrical Energy Conversation Code (IEECC); excavations of any nature in excess of four feed deep; COMPACTION to a
specified density; utility communication co. charges; wage rates; requirements of any “Building Standards”; Specifications by Owner, Architect or Engineer; work show on any drawings, addenda or
specification that could be concurred to be within our trade or responsibility other than those listed within our Scope of Work; temporary power or lighting; temporary power usage or deposit; installation
of overhead power lines for temporary; bond fees; scheduled overtime; insurance in excess that listed or Builder’s Risk; fire or smoke stoppage for devices, light fixtures, raceways or conductors.
Regulated by the Texas Department of Licensing and Regulations, PO Box 12157, Austin, TX 78711, 800-803-9202, 512-463-6599: website: www.license.state.tx.us/complaints. General Contractor to
provide, toilet, water, electrical power, on site trash and debris disposal location. Price is void after 30 days.
7/25/2023
Garrett Harden
North Rock Construction
REFERENCE:
Bicentennial Park – Southlake Pickleball Complex
RCO #2234-RCO-3
THE FOLLOWING IS NOT PART OF OUT SCOPE OF WORK. PLEASE REVIEW DESCRIBED CHANGES
IN OUR SCOPE OF WORK, ACKNOWLEDGE YOUR ACCEPTANCE BY YOUR SIGNATURE AND
RETURN THE ORIGINAL. RETAIN A COPY FOR YOUR RECORDS.
SCOPE OF WORK:
ITEM 1.
Per CCR#004, furnish and install (4) Duplex receptacles in lieu of (1) Quad receptacle on north wall, new 20A
circuit for receptacles in Office 101, (2) additional Data back box and stub up, delete (1) Junction box note#13
and (1) Card reader note#9. Price also includes extending circuit PA-5 and relocating (16) ¾” and (1) 1”
conduit stub up for relocation of Wall mounted Data Rack.
Price: $7,605.00
GROVES ELECTRICAL SERVICE, INC.
2410 SQUIRE PLACE, FARMERS BRANCH, TEXAS 75234, 972-242-7439 FAX 972-446-2143
ELECTRICAL and MECHANICAL, CONTRACTING and SERVICE
groveselectrical@verizon.net TECL17392
“SINCE 1968”
Billy Brown
CITY OF SOUTHLAKE
Project No. 2022-59
CITY OF SOUTHLAKE
PUBLIC WORKS DEPARTMENT
CONTRACT CHANGE ORDER NO. 5
PROJECT NO.: 2022-59
DESCRIPTION: Southlake Pickleball at Bicentennial Park Project
TO: North Rock Construction
You are hereby instructed to comply with the following changes from the Contract Plans and
Specifications:
SUMMARY OF CHANGES
Description
(Detailed Explanation Attached)
Change in
Contract Price1
Change in
Contract Time
(Days)
1. Relocation of existing 4” irrigation line due to
conflict with proposed retaining wall footing
per Change Request #005 (attached)
$13,579.57 12
Net Change in Contract Price and Work Days $13,579.57 12
1Deduction or decrease in Contract Price is denoted in parentheses.
The following change is hereby made a part of the Contract Documents and shall be performed
under the same terms and conditions as required by the original Contract Documents. Except as
modified herein, the original Contract Documents and all prior amendments shall remain in full
force and effect and all of the terms of the Contract Documents are hereby incorporated in this
Change Order.
SUMMARY OF ALL CHANGE ORDERS
ORIGINAL CONTRACT AMOUNT ........................... $3,663,583.57
CCO 01 ........................................................................ ($2,838.32)
CCO 02 ......................................................................... $24,324.80
CCO 03 ......................................................................... $47,526.05
CCO 04 ........................................................................... $8,745.75
CCO 05 ......................................................................... $13,579.57
TOTAL ..................................................................... $3,754,921.42
CITY OF SOUTHLAKE
Project No. 2022-59
SUMMARY OF CONTRACT CONSECUTIVE CALENDAR DAYS
FIRST DAY OF WORK: ................................................ 04/17/2023
CONTRACT CONSECUTIVE CALENDAR DAYS: .................... 180
TIME EXTENSION: CCO 1 .......................................................... 0
TIME EXTENSION: CCO 2 .......................................................... 3
TIME EXTENSION: CCO 3 .........................................................10
TIME EXTENSION: CCO 4 .......................................................... 8
TIME EXTENSION: CCO 5 .........................................................12
NEW TOTAL WORKING DAYS: ............................................... 213
LAST DAY OF WORK: .................................................. 11/15/2023
CITY OF SOUTHLAKE
Project No. 2022-59
CHANGE ORDER DETAIL
Change Order No.: 5
Project No.: 2022-59
Description: Southlake Pickleball at Bicentennial Park Project
The changes or interpretations described and noted herein are hereby authorized. The signed
original of this order is on file in the Department of Public Works. Shown as separate paragraphs:
(A) Reason for Change; (B) Description of Change; (C) Change in Contract Costs; and (D)
Change in Completion Date.
Item No. 1: Relocation of existing 4” irrigation line due to conflict with proposed retaining wall
footing per Change Request #005 (attached)
A. Reason for Change: The existing 4” irrigation line at the NW corner of the pickleball
facility is located an area to be covered by the proposed conrete surfacing and is in conflict
with the proposed footing for the retaining wall. To mitigate the conflict and the need to
demolish the concrete surface, in the event of the an irrigation main break, the line will be
relocated per Change Request #005.
B. Description of Change: See Construction Change Request #005 (attached)
C. Change in Contract Cost:
Add $13,579.57
D. Change in Completion Date:
Add 12 Calendar Days
SIGNATURE PAGE TO FOLLOW:
CITY OF SOUTHLAKE
Project No. 2022-59
The original Contract Price was $3,663,583.57. Contract Change Order No. 1 decreased the
Contract Price by ($2,838.32). Contract Change Order No. 2 increased the contract price by
$24,324.80. Contract Change Order No. 3 increased the contract price by $47,526.05. Contract
Change Order No. 4 increased the contract price by $8,745.75. Contract Change Order No. 5
increased the contract price by $13,579.57. The new Contract Price will be $3,754,921.42,
resulting in an increase of approximately 2.49% to the original Contract.
The original Contract Time of 180 consecutive calendar days was extended by 3 calendar days
per Contract Change Order No. 2, 10 calendar days per Contract Change Order No. 3, 8 calendar
days per Contract Change Order No 4, and 12 calendar days per Contract Change Order No 5.
The last contract Working Day is new November 15, 2023.
Ordered:
Project Manager
Date:
Acceptance by the Contractor:
This Change Order is in full compromise and settlement of all adjustments to Contract Time and
Contract Price, and compensation for any and all delay, extended or additional field and home
office overhead, disruption, acceleration, inefficiencies, lost labor or equipment productivity,
differing site conditions, construction interferences and other extraordinary or consequential
damages (hereinafter called “Impacts”), including any ripple or cumulative effect of these Impacts
on the overall Work under the Contract arising directly or indirectly from the performance of Work
described in this Change Order. By execution of this Change Order, the Contractor agrees that
this Change Order constitutes a complete accord and satisfaction with respect to all claims for
schedule extension, Impacts, or any costs of any nature, character or kind arising out of or
incidental to this Change Order.
Name: Date:
Title: Garrett Harden, Project Manager
August 7, 2023
\\Data1\Projects3\2021\8125.21\05_CONSTR\04_CHANGE\01_CCR\CCR 005\8125.21-CCR_Change_Request.docx
CONSTRUCTION CHANGE REQUEST #005
PROJECT:
Southlake Bicentennial Pickleball
Complex
DATE: July 13, 2023 Owner
Southlake, TX CONTRACT DATE: Architect
ARCHITECT’S PROJECT
NUMBER: 8125.21
Contractor
TO CONTRACTOR:
North Rock Construction
OWNER’S PROJECT NUMBER:
Other
3912 E. McKinney St.
Denton, TX 76208
`
Please submit an itemized quotation for changes in the Contract Sum and/or Time incidental to proposed modification to the Contract
Documents described herein. THIS IS NOT A CHANGE ORDER NOR A DIRECTION TO PROCEED WITH THE WORK DESCRIBED
HEREIN UNTIL APPROVED BY THE OWNER.
Description: (Written description of the work)
Relocation of existing 4" irrigation line due to conflict with proposed retaining wall footing.
Submitted By: James Pole Attachments: IR 100
CONTRACTOR’S RESPONSE:
Additional days requested for this CCR: 0
Add to / Credit Contract Sum $
Credit / Deduct Contingency
Owner CMAR
$
Credit / Deduct Allowance $
(Name of Allowance)
TOTAL CCR $
Attachment: Breakdown
CONSTRUCTION CHANGE REQUEST APPROVAL
When signed by Owner and upon receipt of approved document by the Contractor, the Contractor shall proceed with the change(s)
described above. If CCR is changing the Contract Sum or GMP by cost or time, an official Change Order on AIA G701 will be
executed and distributed.
Approved Additional Time
By: Date:
(Signature)
12
$13,579.57
x $13,579.57
3912 E Mckinney St
Denton, TX 76205
Phone: 940-220-5500
Project
PO#
Attention
Contract Date
OH&P
NR Project #
Start Date
Compl Date
Today's Date
Proposed Change Order
Line
Item
Quantity Unit Unit
Price
1 1 LS 11,808.32$
2 1 LS -$
3 1 LS -$
4 1 LS -$
5 1 LS
6 1 EA
3 1 LS 15%
Total Add: 13,579.57$
Deductions
1 1 EA
2 1 LS
LS
Total Deduct: -$
Total:13,579.57$
Date:
North Rock Construction Garrett Harden (Project Engineer)
Accepted By:
Southlake Pickleball Complex
#22300682
PCO #5
Original Contract Amount $ 3,663,583.57
Mamerto Estepa Previous Change Orders $69,012.53
03/21/2023 Current Change Order $13,579.57
15%Revised Contract Amount 3,746,175.67$
22N-097 Original Contract Day 180
04/17/2023 Previous Added Days 13
10/13/2023 Current CO Days Added 12
07/21/2023 Revised Contract Days 205
Description
OCO #5
Total
Price
-$
-$
Relocate irrigation mainline that is conflicting w/ the
new retaining wall (See PFL quote for cost breakdown)
11,808.32$
-$
-$
-$
Subtotal 11,808.32$
Overhead / Bond / Profit 1,771.25$
$ -
$ -
$ -
Tuesday, March 7, 2023
$ -
Southlake Pickleball Complex
Change No:5
Approved:
For:Mainline relocation
Submitter:Marcus O'Dell
CHANGE ORDER QUOTE
To:
Date:7/19/2023
Phone:(469) 526-4012
Email:marcus@perfectfinishlandscaping.co
Marcus O'Dell
Marcus O'Dell
7/19/2023
Qualification Mainline Relocation
Job:4281
ALCC, LLC dba Perfect Finish Landscaping
5501 Fishtrap Rd. #331
Denton, TX 76208
Denton, TX 76205
NORTH ROCK Construction
525 S. Loop 288, Ste 105
Garrett Harden
Phone (903)253-7251
Email gharden@nrockconstruction.com
LINE DESCRIPTIONUOMQTY UNIT PRICECOMMENT AMOUNT
1 80 $54.00 $4,320.00EAIrrigation Labor Hours
2 224 $13.16 $2,947.84LF4in Class 200 Gasketed PVC
3 3000 $0.15 $450.00LF14 Gauge Red Wire
4 500 $0.24 $120.00LF12 Gauge White Wire
5 2 $563.222 4in ductile iron T w/ megalu $1,126.44LSIrrigation Materials
6 4 $312.464 4in ductile iron 90 w/ megal $1,249.84LSIrrigation Misc
7 4 $64.00 $256.00EAAMETEK Rect Box Purp Lid1
8 4 $140.00 $560.00EAAMETEK Jumbo Box Gr Lid 1
9 100 $2.67 $267.00LF1.5in Sch 40 Pipe
10 160 $2.15 $344.00LF1in Sch 40 Pipe
11 220 $0.76 $167.20LF.75in Sch 40 Pipe
$11,808.32TOTAL
CCR 005
7/12/2023
CITY OF SOUTHLAKE
Project No. 2022-59
CITY OF SOUTHLAKE
PUBLIC WORKS DEPARTMENT
CONTRACT CHANGE ORDER NO. 6
PROJECT NO.: 2022-59
DESCRIPTION: Southlake Pickleball at Bicentennial Park Project
TO: North Rock Construction
You are hereby instructed to comply with the following changes from the Contract Plans and
Specifications:
SUMMARY OF CHANGES
Description
(Detailed Explanation Attached)
Change in
Contract Price1
Change in
Contract Time
(Days)
1. Relocation of the existing electrical line at
the northeast corner of the site. The line is in
conflict with the proposed grade beam and
post-tensioned slab.
$4,519.50 0
Net Change in Contract Price and Work Days $4,519.50 0
1Deduction or decrease in Contract Price is denoted in parentheses.
The following change is hereby made a part of the Contract Documents and shall be performed
under the same terms and conditions as required by the original Contract Documents. Except as
modified herein, the original Contract Documents and all prior amendments shall remain in full
force and effect and all of the terms of the Contract Documents are hereby incorporated in this
Change Order.
SUMMARY OF ALL CHANGE ORDERS
ORIGINAL CONTRACT AMOUNT ........................... $3,663,583.57
CCO 01 ........................................................................ ($2,838.32)
CCO 02 ......................................................................... $24,324.80
CCO 03 ......................................................................... $47,526.05
CCO 04 ........................................................................... $8,745.75
CCO 05 ......................................................................... $13,579.57
CCO 06 ........................................................................... $4,519.50
TOTAL ..................................................................... $3,759,440.92
CITY OF SOUTHLAKE
Project No. 2022-59
SUMMARY OF CONTRACT CONSECUTIVE CALENDAR DAYS
FIRST DAY OF WORK: ................................................ 04/17/2023
CONTRACT CONSECUTIVE CALENDAR DAYS: .................... 180
TIME EXTENSION: CCO 1 .......................................................... 0
TIME EXTENSION: CCO 2 .......................................................... 3
TIME EXTENSION: CCO 3 .........................................................10
TIME EXTENSION: CCO 4 .......................................................... 8
TIME EXTENSION: CCO 5 .........................................................12
TIME EXTENSION: CCO 6 .......................................................... 0
NEW TOTAL WORKING DAYS: ............................................... 213
LAST DAY OF WORK: .................................................. 11/15/2023
CITY OF SOUTHLAKE
Project No. 2022-59
CHANGE ORDER DETAIL
Change Order No.: 6
Project No.: 2022-59
Description: Southlake Pickleball at Bicentennial Park Project
The changes or interpretations described and noted herein are hereby authorized. The signed
original of this order is on file in the Department of Public Works. Shown as separate paragraphs:
(A) Reason for Change; (B) Description of Change; (C) Change in Contract Costs; and (D)
Change in Completion Date.
Item No. 1: Relocation of existing 4” irrigation line due to conflict with proposed retaining wall
footing per Change Request #005 (attached)
A. Reason for Change: The existing electrical line at the northeast corner of the pickleball
complex is in conflict with the proposed grade beam and post-tensioned slab. The
contractor was unable to move the conduit out of the work area. The structural engineer
advised that there were no options for routing the counduit through the grade beam or
slab without compromising the integrity of those structures. Therefore, it was necessary
to relocate the utility.
B. Description of Change: Relocate the existing conduit to outside of the retaining wall.
C. Change in Contract Cost:
Add $4,519.50
D. Change in Completion Date:
Add 0 Calendar Days
SIGNATURE PAGE TO FOLLOW:
CITY OF SOUTHLAKE
Project No. 2022-59
The original Contract Price was $3,663,583.57. Contract Change Order No. 1 decreased the
Contract Price by ($2,838.32). Contract Change Order No. 2 increased the contract price by
$24,324.80. Contract Change Order No. 3 increased the contract price by $47,526.05. Contract
Change Order No. 4 increased the contract price by $8,745.75. Contract Change Order No. 5
increased the contract price by $13,579.57. Contract Change Order No. 6 increased the contract
price by $4,519.50.The new Contract Price will be $3,759,440.92, resulting in an increase of
approximately 2.62% to the original Contract.
The original Contract Time of 180 consecutive calendar days was extended by 3 calendar days
per Contract Change Order No. 2, 10 calendar days per Contract Change Order No. 3, 8 calendar
days per Contract Change Order No 4, 12 calendar days per Contract Change Order No 5, and
0 days per Contract Change Order No. 6. The last contract Working Day is new November 15,
2023.
Ordered:
Project Manager
Date:
Acceptance by the Contractor:
This Change Order is in full compromise and settlement of all adjustments to Contract Time and
Contract Price, and compensation for any and all delay, extended or additional field and home
office overhead, disruption, acceleration, inefficiencies, lost labor or equipment productivity,
differing site conditions, construction interferences and other extraordinary or consequential
damages (hereinafter called “Impacts”), including any ripple or cumulative effect of these Impacts
on the overall Work under the Contract arising directly or indirectly from the performance of Work
described in this Change Order. By execution of this Change Order, the Contractor agrees that
this Change Order constitutes a complete accord and satisfaction with respect to all claims for
schedule extension, Impacts, or any costs of any nature, character or kind arising out of or
incidental to this Change Order.
Name: Date:
Title: Garrett Harden, Project Engineer
3912 E Mckinney St
Denton, TX 76205
Phone: 940-220-5500
Project
PO#
Attention
Contract Date
OH&P
NR Project #
Start Date
Compl Date
Today's Date
Proposed Change Order
Line
Item
Quantity Unit Unit
Price
1 1 LS 1,800.00$
2 1 LS 1,770.00$
3 4 Hrs 90.00$
4 1 LS -$
5 1 LS
6 1 EA
3 1 LS 15%
Total Add: 4,519.50$
Deductions
1 1 EA
2 1 LS
LS
Total Deduct: -$
Total:4,519.50$
Date:
North Rock Construction Garrett Harden (Project Engineer)
Accepted By:
Southlake Pickleball Complex
#22300682
PCO #6
Original Contract Amount $ 3,663,583.57
Mamerto Estepa Previous Change Orders $91,337.85
03/21/2023 Current Change Order $4,519.50
15%Revised Contract Amount 3,759,440.92$
22N-097 Original Contract Day 180
04/17/2023 Previous Added Days 25
10/13/2023 Current CO Days Added 8
08/10/2023 Revised Contract Days 213
Description
OCO #6
Total
Price
-$
Relocate the existing circuit and conduit from outside
of the retaining wall
1,770.00$
Excavation and backfill of existing electrical conduits
inside of retaining wall
1,800.00$
-$
360.00$
-$
Testing
Subtotal 3,930.00$
Overhead / Bond / Profit 589.50$
$ -
$ -
$ -
Thursday, August 10, 2023
$ -
1
Garrett Harden
From:Garrett Harden
Sent:Thursday, June 22, 2023 11:25 AM
To:Mamerto Estepa; jrwilliams@parkhill.com
Cc:Charlie Keane; Justin Raney
Subject:Southlake Pickleball - Relocate ex. Electrical and fiber
Mo,
Per our phone call, we are looking at $1,800.00 for the excavation of the existing electrical and fiber conduits on the NE
corner of the retaining wall. We are thinking now that we may be able to push these conduits just outside of the
retaining wall, eliminating the need for installing a new pull box at this location. If you are OK with us proceeding, I can
work up a formal OCO for this scope of work and send that over to you.
Thanks,
Garrett Harden
Project Engineer
3912 E Mckinney st
Denton, TX 76208
Cell: 903-253-7251
Gharden@nrockconstruction.com
NOTICE: This e-mail (including attachments) is covered by the Electronic Communications Privacy Act, 18 U.S.C. 2510-2521, is
confidential and may be legally privileged. If you are not the intended recipient, you are hereby notified that any retention,
dissemination, distribution or copying of this communication is strictly prohibited.
Please reply to the sender that you have received this message in error, then delete it.
________________________ __________________ _________________________
AUTHORIZED SIGNATURE PO # Assistant P. M. Christian Collazo
FOR ACCEPTANCE PLEASE SIGN AND RETURN ONE COPY.
PAYMENTS TO BE COD OR NET 10TH PROXY MONTH WITH APPROVED CREDIT.70% ROUGH AND 30% ON COMPLETION WHEN APPLICABLE. UNLESS SPECIFICALLY
NOTED TO THE CONTRARY HEREIN, COVERAGE OF THESE ITEM ARE SPECIFICALLY EXCLUDED: Tax, permit fee, rock digging or excavation; erosion control; casing of piers,
repair of unmarked underground utilities, conformance with The International Electrical Energy Conversation Code (IEECC); excavations of any nature in excess of four feed deep; COMPACTION to a
specified density; utility communication co. charges; wage rates; requirements of any “Building Standards”; Specifications by Owner, Architect or Engineer; work show on any drawings, addenda or
specification that could be concurred to be within our trade or responsibility other than those listed within our Scope of Work; temporary power or lighting; temporary power usage or deposit; installation
of overhead power lines for temporary; bond fees; scheduled overtime; insurance in excess that listed or Builder’s Risk; fire or smoke stoppage for devices, light fixtures, raceways or conductors.
Regulated by the Texas Department of Licensing and Regulations, PO Box 12157, Austin, TX 78711, 800-803-9202, 512-463-6599: website: www.license.state.tx.us/complaints. General Contractor to
provide, toilet, water, electrical power, on site trash and debris disposal location. Price is void after 30 days.
8/10/2023
Garrett Harden
North Rock Construction
REFERENCE:
Bicentennial Park – Southlake Pickleball Complex
RCO #2234-RCO-4
THE FOLLOWING IS NOT PART OF OUT SCOPE OF WORK. PLEASE REVIEW DESCRIBED CHANGES
IN OUR SCOPE OF WORK, ACKNOWLEDGE YOUR ACCEPTANCE BY YOUR SIGNATURE AND
RETURN THE ORIGINAL. RETAIN A COPY FOR YOUR RECORDS.
SCOPE OF WORK:
ITEM 1.
Price to relocate the existing circuit and conduit from outside the retaining wall.
Price: $1,770.00
GROVES ELECTRICAL SERVICE, INC.
2410 SQUIRE PLACE, FARMERS BRANCH, TEXAS 75234, 972-242-7439 FAX 972-446-2143
ELECTRICAL and MECHANICAL, CONTRACTING and SERVICE
groveselectrical@verizon.net TECL17392
“SINCE 1968”
CITY OF SOUTHLAKE
Project No. 2022-59
CITY OF SOUTHLAKE
PUBLIC WORKS DEPARTMENT
CONTRACT CHANGE ORDER NO. 7
PROJECT NO.: 2022-59
DESCRIPTION: Southlake Pickleball at Bicentennial Park Project
TO: North Rock Construction
You are hereby instructed to comply with the following changes from the Contract Plans and
Specifications:
SUMMARY OF CHANGES
Description
(Detailed Explanation Attached)
Change in
Contract Price1
Change in
Contract Time
(Days)
1. Provision and installation of conduits and
conductors to repair unmarked damaged
conduit.
$ 9,014.85 3
2. Multiple revisions per CCR 07 & CCR 08,
and summarized in PCO #8 (all documents
attached).
$ 23,631.35 12
Net Change in Contract Price and Work Days $ 32,646.20 15
1Deduction or decrease in Contract Price is denoted in parentheses.
The following change is hereby made a part of the Contract Documents and shall be performed
under the same terms and conditions as required by the original Contract Documents. Except as
modified herein, the original Contract Documents and all prior amendments shall remain in full
force and effect and all of the terms of the Contract Documents are hereby incorporated in this
Change Order.
SUMMARY OF ALL CHANGE ORDERS
ORIGINAL CONTRACT AMOUNT ........................... $3,663,583.57
CCO 01 ........................................................................ ($2,838.32)
CCO 02 ......................................................................... $24,324.80
CCO 03 ......................................................................... $47,526.05
CCO 04 ........................................................................... $8,745.75
CCO 05 ......................................................................... $13,579.57
CCO 06 ........................................................................... $4,519.50
CCO 07 ......................................................................... $32,646.20
TOTAL ..................................................................... $3,792,087.12
CITY OF SOUTHLAKE
Project No. 2022-59
SUMMARY OF CONTRACT CONSECUTIVE CALENDAR DAYS
FIRST DAY OF WORK: ................................................ 04/17/2023
CONTRACT CONSECUTIVE CALENDAR DAYS: .................... 180
TIME EXTENSION: CCO 1 .......................................................... 0
TIME EXTENSION: CCO 2 .......................................................... 3
TIME EXTENSION: CCO 3 .........................................................10
TIME EXTENSION: CCO 4 .......................................................... 8
TIME EXTENSION: CCO 5 .........................................................12
TIME EXTENSION: CCO 6 .......................................................... 0
TIME EXTENSION: CCO 7 .........................................................15
NEW TOTAL WORKING DAYS: ............................................... 228
LAST DAY OF WORK: .................................................. 11/30/2023
CITY OF SOUTHLAKE
Project No. 2022-59
CHANGE ORDER DETAIL
Change Order No.: 7
Project No.: 2022-59
Description: Southlake Pickleball at Bicentennial Park Project
The changes or interpretations described and noted herein are hereby authorized. The signed
original of this order is on file in the Department of Public Works. Shown as separate paragraphs:
(A) Reason for Change; (B) Description of Change; (C) Change in Contract Costs; and (D)
Change in Completion Date.
Item No. 1: Provision and installation of conduits and conductors to repair unmarked damaged
conduit.
A. Reason for Change: Contractor was performing boring activities for the Oncor primary
power run (specified in CC03) and damaged an unmarked electrical line on 8/18. City
directed contractor to repair damaged utility.
B. Description of Change: The provision and installation of 2” PVC conduit to repair the
unmarked damaged conduit. The provision and installation of 4-1/0 conductors from the
power company transformer to the existing service.
C. Change in Contract Cost:
Add $9,014.85
D. Change in Completion Date:
Add 3 Calendar Days
CITY OF SOUTHLAKE
Project No. 2022-59
Item No. 2: Revised operable window detail per CCR7 (Cost above original bid).
A. Reason for Change: Changes for the window in the administration building was required
by the former Community Services Director to meet the operational needs of facility. Cast
stone and dedication revisions were required by the former Community Services Director
to conform with the existing appearance of other structures at Bicentennial Park. Pullbox
locations were added to the project per the request of FordAV, following a coordinational
meeting with FordAV and NRC on 8/14. The secondary egress gate was required
pursuant to meeting with Building Inspections and the Fire Marshal on 7/31.
B. Description of Change: The addition of Emergency Egress Gate to the east end of the
complex. The revision of grading at the Emergency Egress Gate on the east end of the
complex. New detail for the Emergency Egress Gate at the east end of the complex. The
revision to Window Type C and its layout on the floor plan. The revisions to the elevations
involving Window Type C, the Cast Stone, and the Dedication Plaque. The revisions to
details 1/A-502 & 10/A-502. The provision of power and exit sign for the Emergency
Egress Gate at the east end of the complex. The provision of 8 pull box locations adjacent
to light poles where specified by Ford AV drawings for their equipment cabling.
C. Change in Contract Cost:
Add $ 23,631.35
D. Change in Completion Date:
Add 12 Calendar Days
SIGNATURE PAGE TO FOLLOW:
CITY OF SOUTHLAKE
Project No. 2022-59
The original Contract Price was $3,663,583.57. Contract Change Order No. 1 decreased the
Contract Price by ($2,838.32). Contract Change Order No. 2 increased the contract price by
$24,324.80. Contract Change Order No. 3 increased the contract price by $47,526.05. Contract
Change Order No. 4 increased the contract price by $8,745.75. Contract Change Order No. 5
increased the contract price by $13,579.57. Contract Change Order No. 6 increased the
contract price by $4,519.50. Contract Change Order No. 7 increased the contract price by
$32,646.20. The new Contract Price will be $3,792,087.12, resulting in an increase of
approximately 3.51% to the original Contract.
The original Contract Time of 180 consecutive calendar days was extended by 3 calendar days
per Contract Change Order No. 2, 10 calendar days per Contract Change Order No. 3, 8 calendar
days per Contract Change Order No 4, 12 calendar days per Contract Change Order No 5, 0 days
per Contract Change Order No. 6, and 15 days per Contract Change Order No. 7. The last
contract Working Day is November 30, 2023.
Ordered: _____________________________________
Project Manager
Date:
Acceptance by the Contractor:
This Change Order is in full compromise and settlement of all adjustments to Contract Time and
Contract Price, and compensation for any and all delay, extended or additional field and home
office overhead, disruption, acceleration, inefficiencies, lost labor or equipment productivity,
differing site conditions, construction interferences and other extraordinary or consequential
damages (hereinafter called “Impacts”), including any ripple or cumulative effect of these Impacts
on the overall Work under the Contract arising directly or indirectly from the performance of Work
described in this Change Order. By execution of this Change Order, the Contractor agrees that
this Change Order constitutes a complete accord and satisfaction with respect to all claims for
schedule extension, Impacts, or any costs of any nature, character or kind arising out of or
incidental to this Change Order.
Name: Date:
Title: Garrett Harden, Project Engineer
With exception to
material delivery
dates affected by the
multiple plan revision,
I.e operable windows
(10-12 week lead
time).
10/16/2023
October 16, 2023
CHANGE ORDER PROPOSAL FORM
CITY OF SOUTHLAKE
Project No. 2022-59
SPECIAL FORCES/SERVICES COST REPORT
Date 9/7/2023
CCO Proposal No. 07 Contractor North Rock Construction
PO# #22300682 Location Southlake Pickleball Complex
INVOICE
NO.
DESCRIPTION
AMOUNT
1. Provision and installation of conduits and conductors to repair
unmarked damaged conduit.
$ 7,839.00
$
Subtotal $ 7,839.00
2. $
$
Subtotal $
3. $
$
Subtotal $
SUBTOTAL SPECIAL FORCES/SERVICES COST $ 7,839.00
NOTE: An itemized list of materials, manufacturers, serial numbers, invoices, and other pertinent
date shall be submitted along with the special forces/services cost report.
Overhead/profit 15% ................................................................................................ $ 1,175.85
Total Special Forces/Services/Overhead/Profit .................................................. $ 9,014.85
________________________ __________________ _________________________
AUTHORIZED SIGNATURE PO # ESTIMATOR, BILLY BROWN
FOR ACCEPTANCE PLEASE SIGN AND RETURN ONE COPY.
PAYMENTS TO BE COD OR NET 10TH PROXY MONTH WITH APPROVED CREDIT.70% ROUGH AND 30% ON COMPLETION WHEN APPLICABLE. UNLESS SPECIFICALLY
NOTED TO THE CONTRARY HEREIN, COVERAGE OF THESE ITEM ARE SPECIFICALLY EXCLUDED: Tax, permit fee, rock digging or excavation; erosion control; casing of piers,
repair of unmarked underground utilities, conformance with The International Electrical Energy Conversation Code (IEECC); excavations of any nature in excess of four feed deep; COMPACTION to a
specified density; utility communication co. charges; wage rates; requirements of any “Building Standards”; Specifications by Owner, Architect or Engineer; work show on any drawings, addenda or
specification that could be concurred to be within our trade or responsibility other than those listed within our Scope of Work; temporary power or lighting; temporary power usage or deposit; installation
of overhead power lines for temporary; bond fees; scheduled overtime; insurance in excess that listed or Builder’s Risk; fire or smoke stoppage for devices, light fixtures, raceways or conductors.
Regulated by the Texas Department of Licensing and Regulations, PO Box 12157, Austin, TX 78711, 800-803-9202, 512-463-6599: website: www.license.state.tx.us/complaints. General Contractor to
provide, toilet, water, electrical power, on site trash and debris disposal location. Price is void after 30 days.
9/7/2023
Garrett Harden
North Rock Construction
REFERENCE:
Bicentennial Park
RCO #2234-RCO5
THE FOLLOWING IS NOT PART OF OUT SCOPE OF WORK. PLEASE REVIEW DESCRIBED CHANGES
IN OUR SCOPE OF WORK, ACKNOWLEDGE YOUR ACCEPTANCE BY YOUR SIGNATURE AND
RETURN THE ORIGINAL. RETAIN A COPY FOR YOUR RECORDS.
SCOPE OF WORK:
ITEM 1.
Provide and install 2” PVC conduit to repair the unmarked damaged conduit. Provide and install 4-1/0
conductors from the power company transformer to the existing service.
Price: $7,839.00
GROVES ELECTRICAL SERVICE, INC.
2410 SQUIRE PLACE, FARMERS BRANCH, TEXAS 75234, 972-242-7439 FAX 972-446-2143
ELECTRICAL and MECHANICAL, CONTRACTING and SERVICE
groveselectrical@verizon.net TECL17392
“SINCE 1968”
Billy Brown
3912 E Mckinney St
Denton, TX 76205
Phone: 940-220-5500
Project
PO#
Attention
Contract Date
OH&P
NR Project #
Start Date
Compl Date
Today's Date
Proposed Change Order
Line
Item
Quantity Unit Unit
Price
1 1 LS 1,781.00$
2 1 LS 6,418.00$
3 1 LS 1,850.00$
4 5 DY 1,750.00$
5 1 LS 1,750.00$
6 -$
3 1 LS 15%
Total Add: 23,631.35$
Deductions
1 1 EA
2 1 LS
LS
Total Deduct: -$
Total:23,631.35$
Date:
North Rock Construction Garrett Harden (Project Engineer)
Accepted By:
$ -
Monday, September 25, 2023
$ -
$ -
$ -
Subtotal 20,549.00$
Overhead / Bond / Profit 3,082.35$
Cost of additional AV handholes included in previous
change order.
-$
Add power to egress gate on east side of project per
CCR 7
6,418.00$
Revised operable window detail per CCR7 (Cost above
original bid)
1,781.00$
1,750.00$
1,850.00$
Cut and patch wall at egress gate location to meet
revised grading plan per CCR 7
8,750.00$
Add egress gate and signage per CCR 7
Saturday work for North Rock Construction (5 man
crew)
09/25/2023 Revised Contract Days 227
Description
OCO #8
Total
Price
04/17/2023 Previous Added Days 33
11/30/2023 Current CO Days Added 14
Southlake Pickleball Complex
#22300682
PCO #8
Original Contract Amount $ 3,663,583.57
Mamerto Estepa Previous Change Orders $95,857.35
22N-097 Original Contract Day 180
03/21/2023 Current Change Order $23,631.35
15%Revised Contract Amount 3,783,072.27$
\\Data1\Projects3\2021\8125.21\05_CONSTR\04_CHANGE\01_CCR\CCR 007\8125.21-CCR_Change_Request.docx
CONSTRUCTION CHANGE REQUEST #007
PROJECT:
Southlake Bicentennial Pickleball
Complex
DATE: August 29, 2023 Owner
Southlake, TX CONTRACT DATE: 03/21/2023 Architect
ARCHITECT’S PROJECT
NUMBER: 8125.21
Contractor
TO CONTRACTOR:
North Rock Construction
OWNER’S PROJECT NUMBER:
Other
3912 E. McKinney St.
Denton, TX 76208
`
08/29/2023
Please submit an itemized quotation for changes in the Contract Sum and/or Time incidental to proposed modification to the Contract
Documents described herein. THIS IS NOT A CHANGE ORDER NOR A DIRECTION TO PROCEED WITH THE WORK DESCRIBED
HEREIN UNTIL APPROVED BY THE OWNER.
Description: (Written description of the work)
LC100 Construction Layout - Addition of Emergency Egress Gate to east end of complex.
LG100 Grading Plan - Revised grading at Emergency Egress Gate on east end of complex.
LD506 Site Details - New detail for Emergency Egress Gate at east end of complex.
A-111 Floor Plan-First Floor - Revision to Window Type C and its layout on the floor plan.
A-201 Elevations - Revisions to the elevations involving Window Type C, Cast Stone and Dedication Plaque.
A-502 Details - Revisions to details 1/A-502 & 10/A-502.
E-100 Electrical Site Plan - Provision of power and exit sign for Emergency Egress Gate at east end of complex.
Submitted By: James Williams Attachments: LC100, LG100, LD506, A-111, A-201, A-502, E-100
CONTRACTOR’S RESPONSE:
Additional days requested for this CCR: 0
Add to / Credit Contract Sum $
Credit / Deduct Contingency
Owner CMAR
$
Credit / Deduct Allowance $
(Name of Allowance)
TOTAL CCR $
Attachment: Breakdown
CONSTRUCTION CHANGE REQUEST APPROVAL
When signed by Owner and upon receipt of approved document by the Contractor, the Contractor shall proceed with the change(s)
described above. If CCR is changing the Contract Sum or GMP by cost or time, an official Change Order on AIA G701 will be
executed and distributed.
Approved Additional Time
By: Date:
(Signature)
23,631.35
x 23,631.35
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WAY3' Grate InletFL = 637.84DumpsterEnclosureWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWW
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221919192519191919232609323334404243434343434343434445070843111823321717201921213027023017172121222043204343293434342828311228283434122435303019323705051502050505130114090920202020211039233638382027074121161616160304030438030404020204033120202020464738484830304950CONSTRUCTION NOTESEXAMINATION OF SITE WORKBEFORE SUBMITTING A BID, EACH BIDDER SHALL CAREFULLY EXAMINE THESITE OF WORK. EACH BIDDER SHALL INFORM HIMSELF/HERSELF PRIOR TOBIDDING AS TO THE EXISTING CONDITIONS AND LIMITATIONS UNDER WHICHTHE WORK IS TO BE PERFORMED, AND SHALL INCLUDE IN HIS/HER BID A SUMTO COVER ALL COSTS OF ALL ITEMS NECESSARY TO PERFORM THE WORK ASSET FORTH IN THE CONTRACT DOCUMENTS. NO ALLOWANCE WILL BE MADE TOANY BIDDER BECAUSE OF LACK OF SUCH EXAMINATION OR KNOWLEDGE. THESUBMISSION OF A BID SHALL BE CONSTRUED AS CONCLUSIVE EVIDENCE THATTHE BIDDER IS SUFFICIENTLY FAMILIAR WITH ALL RELEVANT CONDITIONS.CONCRETE FORMWORK AND REINFORCEMENTTHE CONTRACTOR SHALL NOTIFY THE OWNER'S REPRESENTATIVE A MINIMUMOF 48 HOURS PRIOR TO THE PLANNED PLACEMENT OF CONCRETE. THEOWNER'S REPRESENTATIVE MUST HAVE OBSERVED AND APPROVED THEFORMWORK AND REINFORCEMENT PRIOR TO ANY PLACEMENT OF CONCRETECONCRETE FINISH AND SAW JOINTSTHE CONTRACTOR SHALL PROVIDE AND MAINTAIN ON THE SITE SAMPLEPANELS OF PAVEMENT 4' X 4' IN SIZE FOR EACH FINISH OF CONCRETEPAVEMENT. THE SURFACE FINISHES SHALL BE AS APPROVED BY THE OWNER'SREPRESENTATIVE. ANY CONCRETE PLACED WITH AN IMPROPER FINISH SHALLBE REMOVED AND REPLACED AT THE CONTRACTOR'S EXPENSE. ALL SAWJOINTS SHALL BE SAWN WITHIN 24 HOURS OF CONCRETE PLACEMENT. ANYCONCRETE SAWN LATER THAN THIS WHICH, IN THE OPINION OF THE OWNER'SREPRESENTATIVE, HAS EXCESSIVE SHRINKAGE CRACKS DUE TO NOT HAVINGBEEN SAWN SOON ENOUGH, SHALL BE REMOVED AND REPLACED AT THECONTRACTOR'S EXPENSE.ALIGNMENT AND TANGENCY OF PAVEMENTSTHE EDGES OF ALL FINISHED PAVING SHALL BE STRAIGHT OR SMOOTHCURVES (AS DELINEATED ON THE PLANS) WITH NO INTERRUPTIONS SUCH ASCHORDS, WAVES, JOGS, OR MISSED TANGENTS. PAVEMENT WITH SUCHINTERRUPTION SHALL BE REMOVED.CITY STANDARDSALL WORK AND MATERIALS SHALL BE IN ACCORDANCE WITH THE CITYSTANDARD SPECIFICATIONS, AND THE STANDARD SPECIFICATIONS FOR PUBLICWORKS CONSTRUCTION.DIMENSIONSDIMENSIONS ARE TO BACKS OF CURBS, TO CENTERLINES OF FENCES, OR TOEDGES OF PAVEMENTS, UNLESS OTHERWISE INDICATED. WRITTEN ANDNUMBERED DIMENSIONS HOLD PRECEDENCE OVER SCALED DIMENSIONS.ADJUSTMENTSIF THE CONTRACTOR BELIEVES IT IS NECESSARY TO MAKE AN ADJUSTMENT INTHE LAYOUT OR GRADE OF PROPOSED IMPROVEMENTS, SUCH ANADJUSTMENT SHALL BE PROPOSED TO THE OWNER'S REPRESENTATIVE. NOADJUSTMENT WILL BE PERMITTED UNTIL IT HAS FIRST BEEN APPROVED BY THEOWNER'S REPRESENTATIVE.AS INDICATED BY:00KEY NOTES1.6" CONC. PAVING ON COMPACTED SUBGRADE PER DET. D2/LD5002.5" CONC. PAVING ON COMPACTED SUBGRADE PER DET. A3/LD5003.5" BOMANITE ALLOY EXPOSED AGGREGATE CONC. PAVING TO BEPROVIDED / INSTALLED BY TEXAS BOMANITE, 972-484-8465, OR APPROVEDEQUAL. COLOR TO BE SELECTED FROM FULL RANGE.4.5" BOMANITE COLORED CONC. PAVING WITH ROCK SALT FINISH TO BEPROVIDED / INSTALLED BY TEXAS BOMANITE, 972-484-8465, OR APPROVEDEQUAL. COLOR TO BE SELECTED FROM FULL RANGE.5.STRUCTURAL CONC. PAVING SLAB RE: STRUCT. SHEETS6.PAVING AT BUILDING SLAB PER DET. D1/LD5007.CONNECTION TO EX. CONC. PER DET. B1/LD500.8.CONC. CURB AND GUTTER PER DET. D1/LD5009.CURB & SIDEWALK CONNECTION PER DET. B2/LD50010.CONC. MOWSTRIP PER DET. C2/LD50011.DECOMPOSED GRANITE PAVING PER DET. C3/LD50012.FOREVERLAWN FUSION PRO SYNTHETIC TURF SYSTEM, OR APPROVEDEQUAL PER DET. B3/LD50013.CONC. WHEELSTOP PER DET. A3/LD50114.ACCESSIBLE PARKING PER DET. C1/LD501.15.ACCESSIBLE CURB RAMP PER DET. A1/LD501.16.RETAINING WALL PER DET. A1/LD503.17.PICKLEBALL COURT LAYOUT PER DET. A1/LD50218.CHAMPIONSHIP PICKLEBALL COURT LAYOUT PER DET. C1/LD502.19.10 FT TALL CHAIN LINK FENCE w/ WINDSCREEN PER DET. B4/LD503.20.4 FT TALL CHAIN LINK FENCE PER DET. B2/LD502.21.4 FT WIDE CHAIN LINK GATE PER DET. C4/LD502.22.8 FT WIDE DOUBLE SWING CHAIN LINK GATE PER DET. C4/LD503.23.8 FT TALL ORNAMENTAL FENCE PER DET. C4/LD504.24.ORNAMENTAL COMPLEX ENTRY GATE PER DET. B1/LD504.25.BLEACHER SEATING PER DET. D1/LD505.26.BLEACHER SHADE STRUCTURE PER LD507, OR APPROVED EQUAL.27.COFFEE TABLE & CHAIRS AS SPEC'D.28.8 FT LONG HARVEST TABLE & STOOLS AS SPEC'D.29.6 FT LONG BACKED BENCH AS SPEC'D.30.6FT LONG BACKLESS BENCH AS SPEC'D.31.COFFEE TABLE, BENCHES & CHAIRS AS SPEC'D.32.TRASH RECEPTACLE AS SPEC'D.33.BIKE RACK AS SPEC'D.34.TREE WELL & GRATE PER DET. A3/LD50435.ENTRY MONUMENT SIGN PER DET. A1/LD504.36.COURTSIDE SHADE STRUCTURE PER LD508, OR APPROVED EQUAL.37.PAVILION/RESTROOM BUILDING RE: ARCH SHEETS38.PLANTER AREA DRAIN INLET PER DET. A4/LG500.39.TRENCH DRAIN PER DET. B4/LG500.40.WATER METER RE: CIVIL SHEETS41.CLEANOUT RE: CIVIL SHEETS42.STORM DRAIN JUNCTION BOX RE: CIVIL SHEETS43.LIGHT FIXTURE RE: ELEC SHEETS44.ELECTRICAL TRANSFORMER RE: ELEC SHEETS45.ELECTRICAL POWER PANEL RE: ELEC SHEETS46.HEAT PUMP RE: MECH SHEETS47.EMERGENCY EXIT BUTTON PEDESTAL. PEDESTAL TO BE A 36"GOOSENECK (MODEL #PS036B) WITH CARD READER HOUSING (MODEL#PCH049) AND AN ALTRONIX TIMER (MODEL #6062). RE: ELEC SHEETS48.2" BOMANITE COLORED CONC. TOPPING MIX WITH ROCK SALT FINISH ATSTRUCTURAL SLAB TO BE PROVIDED / INSTALLED BY TEXAS BOMANITE,972-484-8465, OR APPROVED EQUAL. COLOR TO MATCH KEYNOTE #4.49.MURDOCK ADA COMPLIANT, BI-LEVEL DRINKING FOUNTAIN (MODEL#M-C76B WITH UNDERGROUND FREEZE-RESISTANT VALVE FOR TWOBOWLS (MODEL #FRU2) AS MANUFACTURED BY MURDOCK MFG.,800-453-7465, OR APPROVED EQUAL.50.4FT WIDE CHAIN LINK GATE WITH PANIC HARDWARE PER DET. A3/LD506EXISTING UTILITIESCONTRACTOR MUST VERIFY LOCATION OF ALL OVERHEAD ANDUNDERGROUND UTILITIES PRIOR TO CONSTRUCTION. CONTRACTORSHALL COORDINATE WITH CITY OFFICIALS AND UTILITY COMPANIESIN LOCATING UTILITIES. CONTRACTOR SHALL BE HELD RESPONSIBLEFOR LOSSES DUE TO DAMAGE TO UTILITIES. LOCATION FOR ALLUTILITIES SHOWN ON PLANS ARE APPROXIMATE. CONTRACTORSHALL CALL TEXAS 811, 1-800-344-8377.DOWELED ISOLATION JOINT PER DET. A2/LD500SAWN CONTROL JOINT PER DET. A3/LD500 DIJPAVING & JOINTING LAYOUT LEGEND5" CONCRETE PAVING ONCOMPACTED SUBGRADESTRUCTURAL CONCRETE PAVING(REF. STRUCTURAL SHEETS)HEAVY SANDBLAST CONCRETE FINISHFOREVERLAWN FUSION PRO SYNTHETIC TURFSYSTEM, OR APPROVED EQUALMEDIUM BROOM & TROWELED EDGECONCRETE FINISH6" CONCRETE PAVING ONCOMPACTED SUBGRADENOTE:ALL PAVING ABUTTING THE STRUCTURAL SLAB OFTHE BUILDING SHALL HAVE A THICKENED EDGE.MEDIUM BROOM & TROWELED EDGECONCRETE FINISH AT STRUCTURAL SLABNORTH040'20'CONTROL POINT #3'X' Cut in CurbCONTROL POINT #160d NailN - 7028590.004E - 2380909.228ELEV. - 643.09N - 7028616.881E - 2381263.497ELEV. - 642.03CONTROL POINT #260d NailN - 7028622.215E - 2381091.805ELEV. - 643.11Parkhill.comPROJECT NO.CLIENT#DATEDESCRIPTIONKEY PLANA:\2021\8125.21\03_DSGN\01_DWG\060_LAND\03_SHEETS\LC100 CONSTRUCTION LAYOUT.DWG, 5/12/2023 10:22:49 AM, jrwilliams
Southlake
Pickleball Complex
at Bicentennial ParkCity of Southlake450 W Southlake Blvd, Southlake, TX 760928125.21-12/12/2022Issue for BidREGISTE
RE
D
LANDSCAPE ARCHITECTSTATE OF TEXA
S23 J AM
E
S WILLIAMS2708/28/2023ConstructionLayoutLC100101/11/2023Addendum 03205/04/2023SI 002305/12/2023CCR 002408/28/2023CCR 0071123344
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648CP1CP2Bore Hole B-1Elev = 644.99Bore Hole B-2Elev = 643.78FH644.99WV644.88BC 644.69Gut 644.24BC 644.29Gut 643.84BC 644.46Gut 643.99BC 643.82Gut 643.37EOC 644.60EOC644.54EOC644.80EOC 644.77EOC 644.692" Tree 644.774" PVC w/ Cap 644.98BC 643.44Gut 642.952" Tree 644.342" Tree643.73LP 643.90BC 644.80Gut 644.35BC 644.56Gut 644.05BC 644.48Gut 643.96BC 644.50Gut 643.97DumpsterWall 644.15DumpsterWall 644.48Dumpster Wall/ BC 644.17Gut 643.68DumpsterWall 643.523" Tree646.793' Shrub644.563" Tree643.946" Tree643.383" Tree643.07BC 644.01Gut 643.49BC 643.94Gut 643.43BC 644.06Gut 643.52LP 643.544" Tree643.754" Tree643.72BC 643.73Gut 643.27BC 643.75Gut 643.22BC 643.73Gut 643.25BC 643.70Gut 643.21TP643.07EOC 644.11Pet WasteSta 644.46EOC 643.75BC 644.32Gut 643.86BC 645.08Gut 644.602" Tree 644.772" Tree645.22LP 645.19BC 645.41Gut 644.92BC 645.68Gut 645.192" Tree645.874" PVC w/ Cap 644.684" PVC w/ Cap 645.494" PVC w/ Cap 646.054" PVC w/ Cap 646.98BC 645.98Gut 645.502" Tree645.912" Tree646.42BC 646.35Gut 645.86BC 646.67Gut 646.172" Tree646.52LP 646.72BC 646.90Gut 646.42Stop Sign 646.90Stop Sign 647.45BC 647.51Gut 647.01BC 647.56Gut 647.08EOC 644.78LP 645.90Stop Sign646.68BC 645.90Gut 645.46BC 646.11Gut 645.59BC 646.90Gut 646.42BC 646.23Gut 645.65BC 646.98Gut 646.50BC 647.00Gut 646.48Ramp646.48NG644.38NG643.80NG644.09NG644.10NG645.48NG643.502" Tree646.42Crepe M646.552" Tree648.60Top649.13Toe646.18Toe646.51Toe646.643" Tree646.91Top648.27EOC645.30EOC644.99EOC645.33EOC645.66EOC645.63EOC645.92EOC646.43EOC646.30EOC646.32ICV 644.26ICV 644.32ICV 644.28ICV 644.30ICV646.77ICV RW647.88TP643.40TP643.57EOC646.58EOC646.61EOC 646
.90EOC647.01EOC 646
.883" Tree646.41BC 647.05Gut 646.52BC 646.63Gut 646.22BC 646.66Gut 646.23BC 646.94Gut 646.52TP645.56TP645.25BC 646.23Gut 645.81BC 646.24Gut 645.81BC 646.59Gut 646.08EOC 646.59EOC 646.50EOC 646.60EOC 646.66EOC 646.44EOC 646.50EOC 646.49EOC 646.53EOC 646.61EOC 646.55NG645.77WV 646.17EOC 646.40EOC 646.27EOC 646.03EOC 645.89EOC 646.08EOC 645.94Ramp 645.77NG642.59NG642.30Backstop642.29Backstop642.61Backstop642.58Backstop642.49NG643.42Top645.21Top645.45NG644.69NG643.40NG643.81Top645.364" Tree643.113" Tree643.66Control Point 160d NailElev = 643.09Control Point 260d NailElev = 643.11TP642.77TP642.77TP642.96TP643.02BC 643.77Gut 643.27BC 643.43Gut 643.01BC 643.47Gut 642.99BC 643.45Gut 642.93BC 643.35Gut 642.90BC 643.47Gut 642.98BC 643.46Gut 642.98BC 643.64Gut 643.20BC 643.98Gut 643.56BC 643.94Gut 643.47BC 643.53Gut 643.13BC 643.17Gut 642.805" Tree642.70LP 642.09BC 642.89Gut 642.49BC 642.75Gut 642.27BC 642.17Gut 641.68BC 642.18Gut 641.71BC 642.16Gut 641.74EOC / Gut641.70BC 642.20EOC 641.69EOC641.50EOC / Gut641.38EOC641.433" Tree641.92LP 642.03Grate Inlet640.96Grate Inlet640.85Grate Inlet640.96Grate Inlet640.84ICV 642.22ICV 642.08ICV 642.08ICV 642.04NG642.88NG643.06Backstop in18" Concrete643.28Backstop in18" Concrete642.61Backstop in18" Concrete642.75Backstop in18" Concrete642.94BC 642.64Gut 642.31EOC642.63BC 642.40Gut 642.013" Tree642.26Found X-Cut642.32BC 642.27Gut 641.74BC 642.02Gut 641.49BC 641.99Gut 641.49BC 641.87Gut 641.41Inlet / BC 643.22Gut 642.55Inlet / BC 643.19Gut 642.46Curb Inlet643.27Curb Inlet643.20BC 643.25Gut 642.78BC 643.69Gut 643.23BC 643.35Gut 642.87BC 643.59Gut 643.11BC 643.25Gut 643.73Do Not Enter/ Stop Sign643.57Do Not Enter/ Stop Sign642.10BC 642.09Gut 641.55BC 642.07Gut 641.57BC 642.09Gut 641.57BC 643.58Gut 643.07BC 643.50Gut 643.07BC 643.05Gut 642.61BC 643.14Gut 642.66BC 642.87Gut 642.43BC 643.97Gut 643.51TP643.04TP643.29BC 643.97Gut 643.47BC 644.95Gut 644.51BC 644.61Gut 644.13BC 644.61Gut 644.11BC 644.87Gut 644.39BC 645.01Gut 644.593" Tree644.89LP 645.85BC 645.37Gut 644.99BC 646.08Gut 645.65TP644.636" Tree643.223", 3", 3", 4"Multi-Tree643.024" Tree642.776", 6", 8"Multi-Tree643.078" Tree642.426", 8"Twin Tree642.38NG641.51NG641.88NG 642.77NG 643.09NG643.13CP3Control Point 3'X' Cut in CurbElev = 642.03TP 43.75MEGTP 43.46TP 43.17TP 43.23MEGTC 43.50BC 43.00TP 44.25TP 44.27TW 45.65TG 44.25TW 46.65TG 45.90TP 44.80TP 44.80TP 44.04TP 44.04TP 43.48TG 43.00TW 43.50BW 41.80TP 43.48TP 44.18TP 44.19TP 44.11TP 44.19TP 44.11MEGTC 43.45BC 42.95TC 43.20BC 42.70TP 44.50TP 44.27TP 44.27TP 44.04TP 44.04TW 47.65TG 45.50TW 46.65TG 45.00TW 45.65TG 45.00TW 46.65TG 45.50643642
64164
6
643
643644644643TW 45.32TG 44.86TG 44.50TW 45.32TG 45.07TP 44.50TP 44.15TP 44.32TW 45.40TG 44.35TP 43.84TP 43.84TP 43.75TI 43.72TG 43.15TI 42.90TP 43.80TP 43.70HPTP 44.10TP 43.58MEGTP 43.98TP 43.84MEGTC/TR 43.95BC 43.55MEGTC/TR 43.88BC 43.48TC/TR 44.00TC/TR 44.07TC 44.04BR/TP 43.54TG 43.98TI 43.23TP 44.00TP 43.90TP 43.80TP 43.77TP 43.88TP 43.90TP 44.00MEGMEGFFE 44.00TP 43.88TP 44.00TP 43.54TP 43.48TS 43.90TP 43.85TP 43.50TP 43.55TP 43.50TP 44.06TP 43.82TI 43.31TP 44.15TP 44.19TP 44.28TP 44.27TW 45.82TG 45.57TW 46.15TG 45.55TP 44.58TP 44.80TW 46.15TG 45.90TW 47.65TG 47.30TI 43.72TP 43.80TP 43.90TP 44.15TP 44.17644644
644TP 44.19TP 44.11TG 43.65TI 43.72TP 44.50TP 43.77645TP 43.91TP 44.04TP 44.00TP 43.79TP 43.79TP 43.90TP 43.82TP 43.93TP 43.71TS 45.35TS 44.85BS 44.35TS 45.10TS 44.60BS 44.10TW 45.15TP 44.10TP 44.20TG 44.86TW 45.82TG 45.05TP 44.18TP 44.18TI 43.65HPTG 44.06TI 43.65TP 44.30TP 44.04TG 43.74TP 43.84TG 43.94TG 43.43TP 43.90TP 43.93TP 44.00TG 43.67TP 43.90TP 43.85TP 43.37TP 43.28TP 43.85TP 44.11TP 43.93TP 43.93TP 43.92TW 46.15TG 45.57TG 46.59TW 47.15TG 46.25TW 46.65TG 46.25TW 47.65TG 46.93TW 47.15TG 46.93TP 43.76TP 43.62TP 44.90TP 44.60TP 44.40TG 47.506446456476476
4
6
645644TP 43.88TP 43.96MEGTP 43.96TP 43.96TP 43.50TP 43.44TP 43.96TP 44.50TW 44.65TG 44.32TW 44.65/TG 44.00TP 44.26TG 44.04EXISTING UTILITIESCONTRACTOR MUST VERIFY LOCATION OF ALL OVERHEAD ANDUNDERGROUND UTILITIES PRIOR TO CONSTRUCTION. CONTRACTORSHALL COORDINATE WITH CITY OFFICIALS AND UTILITY COMPANIESIN LOCATING UTILITIES. CONTRACTOR SHALL BE HELD RESPONSIBLEFOR LOSSES DUE TO DAMAGE TO UTILITIES. LOCATION FOR ALLUTILITIES SHOWN ON PLANS ARE APPROXIMATE. CONTRACTORSHALL CALL TEXAS 811, 1-800-344-8377.NORTH040'20'CONTROL POINT #3'X' Cut in CurbCONTROL POINT #160d NailN - 7028590.004E - 2380909.228ELEV. - 643.09N - 7028616.881E - 2381263.497ELEV. - 642.03CONTROL POINT #260d NailN - 7028622.215E - 2381091.805ELEV. - 643.11898900898NOTES·ALL SPOT GRADES ARE TOP OF PAVING GRADES UNLESS OTHERWISE NOTED.·CROSS SLOPES OF SIDEWALKS ARE NOT TO EXCEED 2.0%.·LONGITUDINAL SLOPES OF SIDEWALKS ARE NOT TO EXCEED 5.0%.·TURFGRASS SLOPES ARE NOT TO EXCEED 25%.·SLOPES ON ACCESSIBLE ROUTE SHALL NOT EXCEED 4.5% LONGITUDINALSLOPE AND 1.5% CROSS SLOPE.THE EARTHWORK FOR THIS PROJECT IS A NECESSARY ANDINCIDENTAL PART OF THE WORK. IN THE CASE THAT THEEARTHWORK DOES NOT BALANCE, THE CONTRACTOR ISRESPONSIBLE FOR ANY ADDITIONAL COSTS ASSOCIATED WITH HAULOFF OR IMPORT. THE TOTAL COST SHALL BE INCLUDED IN THE BIDPROPOSAL AS A LUMP SUM. PAYMENT WILL NOT BE MADE ON A UNITPRICE BASIS OR BY ANY OTHER SEPARATE MEASURED PAYMENTMETHOD.1.BASE BID SHALL INCLUDE ALL EARTHWORK NECESSARY TOESTABLISH THE FINISHED GRADES AS SHOWN ON THIS PLAN. NOSEPARATE PAYMENT WILL BE MADE.2.REFER TO SPECIFICATIONS FOR DISPOSAL OF EXCESSMATERIAL.3.CONTRACTOR SHALL STRIP, STOCKPILE AND RE-SPREAD AMINIMUM OF 6" OF TOPSOIL IN ALL DISTURBED AREAS. IN AREASOF CUT, THE GRADE SHALL BE EXCAVATED TO 6" BELOW FINISHGRADE, THEN TOPSOIL SHALL BE RE-SPREAD ABOVE THE SUBGRADE ELEVATION.4.ALL EARTHWORK SHALL CONFORM TO THE GEOTECHNICALREPORT.5.THE TOPOGRAPHIC SURVEY FOR THIS PROJECT SHALL BE DONEBY AN INDEPENDENT REGISTERED, LICENSED SURVEYORAPPROVED BY THE OWNER. THE SURVEYS SHALL BE SIGNEDAND SEALED BY THE APPROVED SURVEYOR.6.CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS ANDGRADES, NEW OR EXISTING PRIOR TO CONSTRUCTION, NOTIFYTHE ENGINEER OF ANY DISCREPANCIES WITH EXISTING OR NEWCONDITIONS. THE CONTRACTOR SHALL EMPLOY A LICENSEDPUBLIC SURVEYOR TO SET ALL GRADES, SPOT ELEVATIONS,FLOW LINES, ETC.EXISTING 1' CONTOUREXISTING 5' CONTOURPROPOSED 1' CONTOURPROPOSED 5' CONTOURPROPOSED SPOT GRADETOP OF PAVEMENTTOP OF GRADETOP OF CURBBOTTOM OF RAMPTOP OF RAMPBOTTOM OF WALLTOP OF WALLMATCH EXISTING GRADEDIRECTION OF FLOWTOP OF INLET/DRAINSLOT DRAINLOW POINTHIGH POINTTPTGTCBRTRBWTWMEGTISDLPHP900GRADING NOTESGRADING LEGEND898.50Parkhill.comPROJECT NO.CLIENT#DATEDESCRIPTIONKEY PLANA:\2021\8125.21\03_DSGN\01_DWG\060_LAND\03_SHEETS\LG100 GRADING PLAN.DWG, 5/4/2023 6:04:45 PM, jrwilliams
Southlake
Pickleball Complex
at Bicentennial ParkCity of Southlake450 W Southlake Blvd, Southlake, TX 760928125.21-12/12/2022Issue for BidREGISTE
RE
D
LANDSCAPE ARCHITECTSTATE OF TEXA
S23 J AM
E
S WILLIAMS2708/28/2023GradingPlanLG100105/04/2023SI 002208/28/2023CCR 00712
A14 FT CHAIN LINK FENCE TRANSITION1/2" = 1'-0"6'_ORNA_FENC_01.dwgNOTE:1.ALL FABRIC, POST, RAILS AND GATEFITTINGS SHALL BE GALV. STEEL.2.NO WELDING ON THE GATE STRUCTURE7'-4"7'-4"7'-4"4'-0"26'-0"1 34" 9 GAUGE WIRE MESH ONINSIDE OF COURTS1 58" O.D. SCH. 40 GAL.PIPE RAIL (TYP)KNUCKLED SELVAGEON TOPEND CORNER & PULL POST 4"O.D. SCH 40 GALV PIPE34" MAXLINE POST - 4" O.D. SCH. 40GALV. PIPEParkhill.comPROJECT NO.CLIENT#DATEDESCRIPTIONKEY PLANA:\2021\8125.21\03_DSGN\01_DWG\060_LAND\03_SHEETS\LD506 SITE DETAILS.DWG, 12/7/2022 5:55:51 PM, jrwilliams
Southlake
Pickleball Complex
at Bicentennial ParkCity of Southlake450 W Southlake Blvd, Southlake, TX 760928125.21-12/12/2022Issue for BidSOUTHLAKE BOULEVARDREGISTE
RE
D
LANDSCAPE ARCHITECTSTATE OF TEX
A
S23 J AM
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S WILLIAMS2708/28/2023Site DetailsLD5065'-6"R75'-0"4FT CHAIN LINK FENCEPER DET. B2/LD5024FT CHAIN LINK GATEPER DET. A2/LD5023-ROW BLEACHER ASMANUFACTURED BYSTURDISTEEL CO., SCHULTZINDUSTRIES INC. OR APPROVEDEQUAL. CONTACT TODDGLAESMANN (800) 433-3116ACCESSIBLE SEATING (TYP.)CUSTOM MARANA SHADESTRUCTURE BY CLASSICRECREATION SYSTEMS,OR APPROVED EQUAL,PER SHEET LD506A3/LD505B3 & A5/LD505A1/LD505L_BLEACHER_ENLG1"=5'DEDUCT ALTERNATE NO. 01 BLEACHER SEATING ENLARGEMENTB1A3GATE - MEANS OF EGRESS FROM BUILDING3/8"=1'-0"FN_CH_GATE_PB_KIK_PLT32'' MIN - 48'' MAX34'' - 48''
VARIES
BASIS OF DESIGN:LOCINOX SAMSON-2 HYDRAULICGATE CLOSER4'' x 24'' LATCH GUARDBASIS OF DESIGN: DETEX EXITDOOR / PANIC BAR HARDWARE KITWITH ALARM, COLOR: BLACK, ALLLOCKS / HARDWARE SHALL MATCHBUIILDING1/4'' KICK PLATE ATTACH WITH(3) STAINLESS STEEL TAMPERPROOF ANCHORS EACH SIDEOF GATEFRAME AT TOP OF PLATETO MATCH GATE FRAMEDOOR HARDWARE TO BE LOCATED34'' - 48'' ABOVE FINISHED GRADE10'' AFF
NOTE:ADJACENT FENCINGVARIES, SEE PLANSBASIS OF DESIGN:BADASS SHUT IT GATEHEAVY DUTY BARREL HINGE4" SCH 40 OR 4" HSS TUBE108/28/2023CCR 0071
2 / A-2014 / A-2013 / A-2011A-301________1A-301________2A-301________2A-301________3A-301________3A-301________4A-301________4A-301________STAINED AND SEALED CONCRETE, ROUGH TROWL FINISHTVICE MACHINE / DISPENSER324MENS104PLUMBINGCHASE103WOMENS1026 / A-20111 / A-2015 / A-2019 / A-2018 / A-2017 / A-20110 / A-20112 / A-20167OFFICE101198CONCRETE COUNTER3' - 0"3' - 0"4' - 9"34556872' - 8"6' - 8"4' - 4"5' - 4"6' - 0"4' - 4"4' - 0"S2S3S3SDL1S2U2U1SDL1AA6" CMU AT COLUMNS, TYP.BURNISHED BLOCK WITH SEALER, TYPICAL U.N.O.CONTINUOUS TRENCH DRAIN, REF. PLUMBING5 LBS. ABC MULTIPURPOSE, PORTABLE FIRE EXTINGUISHER, WALL MOUNTEDSTAINLESS STEEL, WALL MOUNT, 12 OZ. CUP DISPENSER12CONCRETE COUNTERSTAINLESS STEEL COUNTER, PROVIDE GROMMET FOR DATA LOCATIONS, REF: ELEC.FULL HEIGHT MIRRORFULL HEIGHT MIRROR123ABC3' - 2"18' - 8"3' - 2"21' - 4"3' - 2"3' - 1"22' - 8"3' - 1"18' - 11 1/2"22' - 0"21' - 5"3' - 1"12' - 7"10' - 1 1/2"22' - 0"49' - 6"STAINED AND SEALED CONCRETE, ROUGH TROWL FINISH7"7"7"7"9"9"3' - 1"3' - 1"3' - 1"4' - 0"6' - 8"6' - 8 1/8"1' - 6"1' - 6"EXIT BUTTON FOR MAG LOCKEXIT BUTTON FOR MAG LOCKELECTRONIC CARD READER1 / A-201ACFINISH FLOOR7' - 0"4"7' - 4"3' - 4"3' - 0"HMHMDHM1' - 0"6' - 0"4"7' - 4"2' - 10"OPEN AREA1' - 0"6' - 0"4"7' - 4"3' - 4"3' - 0"OPEN AREA2' - 6"BOND BEAMABOVE DOORBOND BEAMABOVE DOORBHM7' - 4"7' - 0"4"3' - 0"2' - 8"AHM7' - 4"4' - 0"1' - 4"1" INSULATED, SAFETY GLAZING, FROSTED AT RESTROOMS, TYP.TOP OF WINDOW TO ALIGN WITH TOP OF DOORBALUM4' - 0"4' - 0"BURNISHED SOAP BLOCK, TYP.CALUM1" INSULATED SAFETY GLAZING, TYP.TOP OF WINDOW TO ALIGN WITH TOP OF DOOR, TYPTHREE SASH WINDOW SYSTEM10' - 0"4' - 4"3' - 0"7' - 4"BURNISHED SOAP BLOCK, TYP.FRONT SASHOPERABLE WITH LOCKMIDDLE SASHFIXEDBACK SASHOPERABLEWITH LOCKMATERIALS LEGENDF1 - RESINOUS FLOORINGF2 - SEALED CONCRETE, ROUGH TROWL FINISHB1 - RESINOUS BASEB2 - NO BASEW1 - EPOXY PAINTED CMUC1 - PORTLAND CEMENT PLASTER W/ BATT INSULATIONDOOR REMARKS:1. G.C. TO INSTALL CONDUIT FOR CARD READER (LATCH SIDE) AND CONDUIT FOR ELECTRIFIED HINGE (HINGE SIDE). CONDUIT TO BE CONCEALED IN WALL, SURFACE MOUNTED CONDUIT WILL NOT BE ACCEPTED. OWNER'S SECURITY CONTRACTOR TO PULL THE WIRES REQUIRED. G.C. TO COORDINATE WITH ELECTRICAL, SECURITY, ARCHITECT, ETC. BEFORE WALL IS COMPLETED, MEETING WILL BE AVAILABLE UPON REQUEST.2. CYLINDER CORES TO MATCH CITY STANDARDS, CORBIN RUSSWIN, 7 PIN (VERIFY WITH CITY).BASEBALL FIELDBASEBALL FIELDBASEBALL FIELDBASEBALL FIELDBASEBALL FIELDF O U LP O LEF O U LP O LEF O U LP O LEC O VER ED P IC N ICT AB LESC O R EB O AR DFP P P PP PP PP PP PP PP PP PP PP PEIEECOSOUTHLAKE BOULEVARDWVIINo. 6No. 5EEE#DATEDESCRIPTIONKEY PLANCLIENTPROJECT NO.Parkhill.com- 12/12/2022 Issue for Bid8/28/2023 3:45:37 PM8125.21R_v22450 W Southlake BlvdSouthlake, TX 76092City of SouthlakeA-111Floor Plan - FirstFloorat Bicentennial ParkSouthlakePickleball Complex08/25/2023GENERAL NOTESA. REFER TO ACCESSIBILITY STANDARDS SHEETS FOR TYPICAL MOUNTING HEIGHTS/LOCATIONS FOR TOILET ROOM ACCESSORIES.B. ALL INTERIOR WALLS ARE 8" EPOXY PAINTED CMU UNO. VERIFY DIMENSIONAL DISCREPANCIES W/ ARCHITECT PRIOR TO CONSTRUCTION.C. REFER TO ACCESSIBILITY STANDARDS SHEETS FOR TYPICAL MOUNTING HEIGHTS/LOCATIONS FOR TOILET ROOM ACCESSORIES. D. CONTRACTORS SHALL NOT SCALE THESE DRAWINGS FOR CONSTRUCTION PURPOSE. IN THE EVENT OF OMISSION OF NECESSARY DIMENSIONS, THE CONTRACTOR SHALL NOTIFY ARCHITECT.F. VERIFY ALL DIMENSIONS, CONDITIONS, AND GRADES AT JOB SITE.G. VERIFY SIZE, LOCATION AND CHARACTERISTICS OF ALL WORK AND EQUIPMENT TO BE FURNISHED BY OWNER OR OTHERS, WITH MANUF. OR SUPPLIER BEFORE ANY CONSTRUCTION PERTAINING TO SAME IS BEGUN. VERIFY SIZE AND LOCATION OF ALL OPENINGS FOR MECHANICAL EQUIPMENT AND WORK WITH CONTRACTORS INVOLVED.H. THE GENERAL CONTRACTOR IS TO VERIFY ALL EXISTING CONDITIONS / EXISTING DIMENSIONS AND NOTIFY THE ARCHITECT OF AN DISCREPANCIES IN THE CONSTRUCTION DOCUMENTS THAT WOULD NOT ALLOW THE PROJECT TO BE CONSTRUCTED AS SHOWN.I. IF DISCREPANCIES APPEAR BETWEEN THE DRAWINGS AND THE SPECIFICATIONS, THE HIGHER QUALITY, QUANTITY AND PRICE SHALL SUPERCEDE.J. THE GENERAL CONTRACTOR SHALL BECOME FAMILIAR WITH THE PROJECT AND THE ON-SITE/OFF-SITE CONDITIONS PRIOR TO BIDDING OR COMMENCING WORK.K. DIMENSIONS ARE TO FINISH FACE OF MASONRY UNLESS NOTED OTHERWISE.L. MASONRY DIMENSIONS ARE NOMINAL UNLESS NOTED OTHERWISE.M. COORDINATE SITE UTILITIES AND ALL OTHER TRADES AS REQUIRED. REFER TO CIVIL, LANDSCAPE, STRUCTURAL AND MEP FOR MORE INFORMATIONN. ALL CONDUIT TO BE CONCEALED WITHIN WALLS, PARTITIONS OR STRUCTURE UNLESS NOTED OTHERWISE. NO EXPOSED CONDUIT IS ALLOWED.O. ANY UTILITY SHUTDOWNS AFFECTING ANY OCCUPIED SPACES NEED TO BE COORDINATED AND APPROVED BY OWNER.P. ALL MATERIAL, LABOR, COORDINATION AND SUPERVISION IS BY THE GENERAL CONTRACTOR UNLESS SPECIFICALLY NOTED "BY OWNER" OR "NIC". GENERAL CONTRACTOR SHALL COORDINATE, INSTALL AND /OR CONNECT EQUIPMENT NOTED "OWNER FURNISHED".Q. THE ELECTRICAL CONTRACTOR SHALL CONTACT THE LOCAL ELECTRICAL CODE ENFORCEMENT AUTHORITIES AND THE LOCAL FIRE MARSHALL, VERIFY ALL REQUIREMENTS AND EQUIPMENT, AND FURNISH AND INSTALL ALL ELECTRICAL ITEMS NECESSARY FOR PROPER INSTALLATION IN STRICT ACCORDANCE WITH THE GUIDELINES AND INTERPRETATIONS SET FORTH BY THESE GOVERNING LOCAL AUTHORITIES, ABOVE AND BEYOND ALL BASIC ELECTRICAL AND FIRE ALARM REQUIREMENTS SET FORTH IN THE NEC AND NFPA. ALLOWANCE TO BE MADE FOR THE ELECTRICAL CONTRACTORS FAILURE TO COORDINATE ALL SUCH REQUIREMENTS WITH SAID LOCAL AUTHORITIES.R. SITE VERIFY LOCATION OF EXISTING UTILITY SERVICE CONNECTIONS. CONTRACTOR TO PROVIDE ALL MATERIAL / LABOR / COORDINATION REQUIRED TO EXTEND SERVICE.S. ALL WORK IS TO BE PERFORMED IN STRICT ACCORDANCE WITH THE REQUIREMENTS OF ALL GOVERNING CODES AND ORDINANCES, INCLUDING BUT NOT LIMITED TO TEXAS BUILDING CODES WITH CITY AMENDMENTS, TEXAS ACCESSIBILITY CODE, AMERICANS' WITH DISABILITIES ACT (ADA), OSHA REGULATIONS AND ALL AGENCIES HAVING JURISDICTION.T. THE GENERAL CONTRACTOR AND ALL SUBCONTRACTORS SHALL VERIFY IN THE FIELD ALL CONDITIONS EFFECTING THEIR WORK.U. ALL WORK OF THE PROJECT SHALL BE PERFORMED CAREFULLY AND SKILLFULLY BY WORKERS ADEPT IN THEIR TRADES.V. CARE SHALL BE TAKEN TO AVOID DISTURBANCE ON ADJACENT FUNCTIONS / BUILDINGS. ALL WORK, DELIVERIES AND OTHER CONSTRUCTION RELATED ACTIVITIES SHALL ADHERE IN STRICT ACCORDANCE TO THE CITY RESTRICTIONS AND CONDITIONS. THE GENERAL CONTRACTOR IS TO HAVE A COPY OF SAID REQUIRENENTS AND CONDITIONS AVAILABLE AT THE JOB SITE AT ALL TIMES FOR REVIEW.W. THE GENERAL CONTRACTOR IS RESPONSIBLE FOR THE THOROUGH COORDINATION OF ALL TRADES. NO CLAIMS FOR ADDITIONAL WORK WILL BE ACCEPTED FOR WORK RELATED TO SUCH COORDINATION.X. THE GENERAL CONTRACTOR SHALL EXAMINE THE CONTRACT DOCUMENTS AND SHALL BE INFORMED OF THE ENTIRE CONTENTS THEREOF PRIOR TO SUBMISSION OF PROPOSAL. ANY ERRORS OR AMBIGUITIES NOTED DURNING SAID EXAMINATION SHALL BE IMMEDIATELY BROUGHT TO THE ATTENTION OF THE ARCHITECT, PRIOR TO THE SUBMISSION OF A BID. THE ARCHITECT WILL ISSUE AN ADDENDUM OF INTERPRETATION OF THE CITED ERROR OR AMBIGUITY. NO SUBSEQUENT CLAIM FOR EXTRA WORK WILL BE ALLOWED ON ACCOUNT OF CLAIMED MISUNDERSTANDING OF THE MEANING OR INTENT OF THE CONTRACT DOCUMENTS OF ANY PORTION THEREOF IN THE ITEM OCCASIONING THE CLAIM APPEARED IN, OR WAS INFERABLE FROM SAID CONTRACT DOCUMENTS AS FURNISHED FOR BIDDING.Y. THE GENERAL CONTRACTOR SHALL CHECK AND VERIFY ALL DIMENSIONS. ELEVATIONS AND CONDITIONS AT THE SITE PRIOR TO COMMENCEMENT OF WORK AND NOTIFY THE ARCHITECT IN WRITING OF ANY DISCREPANCIES IN PLANS AND SPECIFICATIONS BEFORE PROCEEDING.Z. TV'S TO BE PURCHASED BY OWNER AND INSTALLED BY G.C.1/4" = 1'-0"1FIRST FLOOR - ANNOTATED/DIMENSIONED FLOOR PLANDOOR TYPESWINDOW TYPESWINDOW SCHEDULENUMBERTYPEDETAILROLLER SHADEREMARKSSILL JAMBJAMBOHHEAD1 B A-401/04 A-401/05 A-401/05 A-401/06 Y SAFETY2 C A-402/01 A-402/02 A-402/02 A-402/03 N SAFETY3 A A-401/04 A-401/05 A-401/05 A-401/06 N FROSTED / SAFETY4 A A-401/04 A-401/05 A-401/05 A-401/06 N FROSTED / SAFETY5 A A-401/04 A-401/05 A-401/05 A-401/06 N FROSTED / SAFETY6 A A-401/04 A-401/05 A-401/05 A-401/06 N FROSTED / SAFETY7 A A-401/04 A-401/05 A-401/05 A-401/06 N FROSTED / SAFETY8 A A-401/04 A-401/05 A-401/05 A-401/06 N FROSTED / SAFETY9 A A-401/04 A-401/05 A-401/05 A-401/06 N FROSTED / SAFETYDOOR SCHEDULEDOOR NUMBERDOOR TYPEFRAMETHICKNESSDETAILHARDWARE SETREMARKSTHRESHOLDJAMB 1JAMB 2HEAD1 A HM 1 3/4" A-401/01 A-401/02 A-401/02 A-401/03 2 REMARK #12 A HM 1 3/4" A-401/01 A-401/02 A-401/02 A-401/03 1 MAG LOCK3 A HM 1 3/4" A-401/01 A-401/02 A-401/02 A-401/03 1 MAG LOCK4 B HM 1 3/4" A-401/01 A-401/02 A-401/02 A-401/03 45 C HM 1 3/4" A-401/07 A-401/08 A-401/08 A-401/09 3 OCCUPIED INDICATOR6 C HM 1 3/4" A-401/07 A-401/08 A-401/08 A-401/09 3 OCCUPIED INDICATOR7 D HM 1 3/4" A-401/07 A-401/08 A-401/08 A-401/09 3 OCCUPIED INDICATOR8 D HM 1 3/4" A-401/07 A-401/08 A-401/08 A-401/09 3 OCCUPIED INDICATORROOM FINISH SCHEDULEROOM NUMBERROOM NAMEFLOOR FINISHBASE FINISHWALL FINISHCEILING FINISHCEILING HEIGHTREMARKS101 OFFICE F1 B1 W1 C1 12' - 0"102 WOMENS F1 B1 W1 C1 12' - 0"103 PLUMBING CHASE F2 B2 W1 C1 12' - 0"104 MENS F1 B1 W1 C1 12' - 0"NORTHIMAGE A-111/01 - EXISTING SOUTHLAKE TENNIS CENTER BLDG.NOTE:1. EXTERIOR MATERIAL COLORS TO MATCH EXISTING SOUTHLAKE TENNIS CENTER - 450 W SOUTHLAKE BLVD, SOUTHLAKE, TX. 2. BRICK ON EXISTING SOUTHLAKE TENNIS CENTER IS COOPERSTOWN - MODULAR GRAIN FROM GENERAL SHALE.3. A MOCK-UP OF THE MATERIALS, MATERIAL COLORS, CRAFTSMANSHIP, ETC. TO BE PROVIDED FOR OWNER'S REVIEW AND APPROVAL. 4. MOCK-UP TO INCLUDE ALL MASONRY MATERIALS (BRICK, STONE, CAST STONE, ETC.) COLOR MATCHING MORTAR, GRAFFITI COATING, EPOXY PAINTED CMU WITH BULLNOSE EDGE AND SEALER, A PORTION OF A HOLLOW METAL FRAME (DOOR OR WINDOW). PROVIDE A SAMPLE FOR THE FASCIA / GUTTER COLOR, SOFFIT PANEL, GLAZED CMU SAMPLE (DOES NOT HAVE TO BE ATTACHED TO MOCK-UP) AND AN ASPHALT SHINGLE SAMPLE FOR OWNER'S REVIEW AND APPROVAL. MOCK-UP CAN BE A PORTION OF THE BUILDING THAT WILL BE IN DIRECT SUNLIGHT AT SOME POINT IN THE DAY.1 08/28/2023 CCR-00711
1ST FF EL100' - 0"TOW112' - 0"ASPHALT SHINGLE ROOFGUTTER AND DOWNSPOUTBRICK AND MORTAR, MATCH EXISTINGCAST STONE WATERTABLE WITH SEALERNATURAL STONE WITH COLOR MATCHING MORTAR, MATCH EXISTINGNATURAL STONE BASE8' DIAMETER INDUSTRIAL FANROOF RIDGE LINE119' - 9"512BRICK HEADER, TYP.FIELD CUT CAST STONE AND STONE BASE TO ALLOW GUTTER TO BE MOUNTED FLUSH AGAINST BRICK FACE, TYP.1ST FF EL100' - 0"TOW112' - 0"ASPHALT SHINGLE ROOFGUTTER AND DOWNSPOUTBRICK AND MORTAR, MATCH EXISTINGCAST STONE WATERTABLE WITH SEALERNATURAL STONE WITH COLOR MATCHING MORTAR, MATCH EXISTINGNATURAL STONE BASEHOLLOW METAL WINDOW FRAME WITH 1" FROSTED SAFETY GLASS ROOM SIGNAGEROOF RIDGE LINE119' - 9"512FIELD CUT CAST STONE AND STONE BASE TO ALLOW GUTTER TO BE MOUNTED FLUSH AGAINST BRICK FACE, TYP.CAST STONE ADDRESS MARKERBRICK HEADER, TYP.1ST FF EL100' - 0"TOW112' - 0"ASPHALT SHINGLE ROOFBRICK AND MORTAR, MATCH EXISTINGGUTTER AND DOWNSPOUTCAST STONE WATERTABLE WITH SEALERNATURAL STONE WITH COLOR MATCHING MORTAR, MATCH EXISTINGNATURAL STONE BASEOPERABLE WINDOWROOM SIGNAGEHOLLOW METAL WINDOW FRAME WITH 1" FROSTED SAFETY GLASS DEDICATION PLAQUEROOF RIDGE LINE119' - 9"512CUT CAST STONE AND STONE BASE TO ALLOW GUTTER TO BE MOUNTED FLUSH AGAINST BRICK FACE, TYP.BRICK HEADER, TYP.FIELD CUT CAST STONE AND STONE BASE TO ALLOW GUTTER TO BE MOUNTED FLUSH AGAINST BRICK FACE, TYP.CARD READERHAND DRYERS.S. RECESSSOAP DISPENSERQUARTZ COUNTER AND BACKSPLASHADA CABINETREF: A-402 / 04CONTINUOUS TRENCH DRAINEPOXY PAINTED CMU3'X7' FULL HEIGHT MIRRORHAND DRYERS.S. RECESSSOAP DISPENSERQUARTZ COUNTER AND BACKSPLASHADA CABINETREF: A-402 / 04MIRRORCAST STONEEPOXY PAINTED CMUTOILET TISSUE DISPENSERCONTINUOUS TRENCH DRAINADA GRAB BARFOLD DOWN BABY CHANGING TABLEEPOXY PAINTED CMUFOLD DOWN BABY CHANGING TABLEHOLLOW METAL FRAME EXTENDS TO FLOORHOLLOW METAL DOORCAST STONEEPOXY PAINTED CMUCMU LINTEL BEAMHAND DRYERS.S. RECESSSOAP DISPENSERQUARTZ COUNTER AND BACKSPLASHADA CABINETREF: A-402 / 04CONTINUOUS TRENCH DRAINEPOXY PAINTED CMU3'X7' FULL HEIGHT MIRRORHOLLOW METAL FRAME EXTENDS TO FLOORHOLLOW METAL DOORCAST STONEFOLD DOWN BABY CHANGING TABLEEPOXY PAINTED CMUCMU LINTEL BEAMHAND DRYERSOAP DISPENSERQUARTZ COUNTER AND BACKSPLASHADA CABINETREF: A-402 / 04MIRRORCAST STONETOILET TISSUE DISPENSERCONTINUOUS TRENCH DRAINADA GRAB BARFOLD DOWN BABY CHANGING TABLEEPOXY PAINTED CMU1ST FF EL100' - 0"TOW112' - 0"ROOF RIDGE LINE119' - 9"ASPHALT SHINGLE ROOFGUTTER AND DOWNSPOUTBRICK AND MORTAR, MATCH EXISTINGCAST STONE WATERTABLE WITH SEALERNATURAL STONE WITH COLOR MATCHING MORTAR, MATCH EXISTINGNATURAL STONE BASECONCRETE COUNTER, STAINED AND SEALEDICE AND WATER DISPENSERROOM SIGNAGEOPERABLE WINDOWVIDEO DISPLAY, PROVIDED BY OWNER INSTALLED BY G.C.512BRICK HEADER, TYP.FIELD CUT CAST STONE AND STONE BASE TO ALLOW GUTTER TO BE MOUNTED FLUSH AGAINST BRICK FACE, TYP.CONCRETE COUNTER, STAINED AND SEALEDSTAINLESS STEEL COUNTERBASEBALL FIELDBASEBALL FIELDBASEBALL FIELDBASEBALL FIELDBASEBALL FIELDF O U LP O LEF O U LP O LEF O U LP O LEC O VER ED P IC N ICT AB LESC O R EB O AR DFP P P PP PP PP PP PP PP PP PP PP PEIEECOSOUTHLAKE BOULEVARDWVIINo. 6No. 5EEE#DATEDESCRIPTIONKEY PLANCLIENTPROJECT NO.Parkhill.com- 12/12/2022 Issue for Bid8/28/2023 3:45:13 PM8125.21R_v22450 W Southlake BlvdSouthlake, TX 76092City of SouthlakeA-201Elevationsat Bicentennial ParkSouthlakePickleball Complex08/25/20233/16" = 1'-0"2EAST ELEVATION3/16" = 1'-0"3SOUTH ELEVATION3/16" = 1'-0"4WEST ELEVATION3/16" = 1'-0"5MENS RESTROOM - NORTH3/16" = 1'-0"6MENS RESTROOM - EAST3/16" = 1'-0"7MENS RESTROOM - SOUTH3/16" = 1'-0"8MENS RESTROOM - WEST3/16" = 1'-0"9WOMENS RESTROOM - NORTH3/16" = 1'-0"10WOMENS RESTROOM - EAST3/16" = 1'-0"11WOMENS RESTROOM - SOUTH3/16" = 1'-0"12WOMENS RESTROOM -WEST1 08/28/2023 CCR-00711113/16" = 1'-0"1NORTH ELEVATION
ELEVATIONSECTION12346"11 5/8"23 5/8"1"9 5/8"1"1"1' - 9 5/8"1"3"11 5/8"1"9 5/8"1"1/2"2 1/2"NUMBERING TO BE 6" TALL, ARABIC FONT, RECESSED 1/4", PAINTED BLACK, VERIFY NUMBER1/4"CAST STONE1' - 0"1' - 0"SLOPEFINISH FLOORSLOPEMETAL LATHONE PIECE CONTROL JOINTPORTLAND CEMENT PLASTERNOTE:CORRUGATED WALL TIE ARE NOT ACCEPTABLE1/2"SEALANT AND BACKER RODNOTE:APPLY SAND TO WET SEALANT TO REDUCE SHEENSEALANT AND BACKER RODNOTE:APPLY SAND TO WET SEALANT TO REDUCE SHEEN1/2"SAW CUT JOINTCMUCOVE STRIPRESINOUS COVERING3/4" RADIUS COVE4"LINE OF FINISH FLOOR4' - 0"WALL AS SCHEDULEDCAST STONEWATER TABLE WITH SEALERCAST STONE WATER TABLE6 1/4"1 5/8"8"1 5/8"3 5/8"5 1/4"3/4"2 1/8"3/4"2 3/8"2 1/8"3/4"1/2"7"1/2"MASONRY FROGNOTE: LENGTH OF CAST STONE TO BE PER MANUFACTURER STANDARDS5 1/4"2'-4" A.F.F.WOMENCLTYPICAL RESTROOM SIGNAGE5'-0"A.F.F.RECESSEDGRAPHICSYMBOLCENTER LINEOF SIGNDARK COLORED LETTERS& BRAILLELIGHT BACKGROUNDDARK COLOREDSYMBOLSNOTES:1. 1/32" RAISED LETTERS (SANS SERIF FONT) AND GRADE 2 BRAILLE2. PROVIDE SIGNAGE FOR MEN'S RESTROOM, WOMEN'S RESTROOM, PLUMBING CHASES AND OFFICE.3. SIGNAGE TO BE ALUMINUM, FINISH TO MATCH DOOR HARDWARE IF POSSIBLE4. SIGN TO MEET ADA REQUIREMENTS8" 8" STRIKEFACE OFDOOR8" MAX. TOELECTRICALROOMTYPICAL SIGNAGE8" DARK COLORED LETTERS& BRAILLELIGHT BACKGROUNDCL5'-0"A.F.F.8" STRIKEFACE OFDOOR8" MAX. TOBASEBALL FIELDBASEBALL FIELDBASEBALL FIELDBASEBALL FIELDBASEBALL FIELDF O U LP O LEF O U LP O LEF O U LP O LEC O VER ED P IC N ICT AB LESC O R EB O AR DFP P P PP PP PP PP PP PP PP PP PP PEIEECOSOUTHLAKE BOULEVARDWVIINo. 6No. 5EEE#DATEDESCRIPTIONKEY PLANCLIENTPROJECT NO.Parkhill.com- 12/12/2022 Issue for Bid8/28/2023 3:44:23 PM8125.21R_v22450 W Southlake BlvdSouthlake, TX 76092City of SouthlakeA-502Detailsat Bicentennial ParkSouthlakePickleball Complex08/25/20233" = 1'-0"1DEDICATION PLAQUE3" = 1'-0"2ADDRESS MARKER3" = 1'-0"3FLOOR DRAIN DETAIL6" = 1'-0"4PORTLAND CEMENT PLASTERCONROL JOINT DETAIL1 1/2" = 1'-0"5ADJUSTABLE MASONRY ANCHOR6" = 1'-0"6BRICK EXPANSION JOINT DETAIL6" = 1'-0"7STONE EXPANSION JOINT DETAIL1 1/2" = 1'-0"8RESINOUS BASE3/4" = 1'-0"9FIRE EXTINGUISHER - BRACKET MOUNT3" = 1'-0"10CAST STONE DETAIL1/4" = 1'-0"1ATYPICAL SIGNAGE1 08/28/2023 CCR-00711
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E-100
Site Plan
Electrical
EXISTING UTILITIES
CONTRACTOR MUST VERIFY LOCATION OF ALL OVERHEAD AND
UNDERGROUND UTILITIES PRIOR TO CONSTRUCTION. CONTRACTOR
SHALL COORDINATE WITH CITY OFFICIALS AND UTILITY COMPANIES
IN LOCATING UTILITIES. CONTRACTOR SHALL BE HELD RESPONSIBLE
FOR LOSSES DUE TO DAMAGE TO UTILITIES. LOCATION FOR ALL
UTILITIES SHOWN ON PLANS ARE APPROXIMATE. CONTRACTOR
SHALL CALL TEXAS 811, 1-800-344-8377.
NORTH
0 40'20'A1 Electrical Site Plan
1"=20'-0"
A.COORDINATE WITH THE UTILITY SERVICE PROVIDERS FOR ALL
REQUIREMENTS FOR DELIVERING POWER AND COMMUNICATION
SERVICE TO THE NEW BUILDING.
B.VERIFY THE LINE OF DEMARCATION FOR THE TELEPHONE
SERVICE CONDUITS. PREPARE TO EXTEND THE (3)-4" CONDUITS
TO THE PROPERTY LINE AT A LOCATION TO BE DETERMINED BY
THE SERVICE PROVIDER.
C.REFER TO THE LIGHT FIXTURE SCHEDULE FOR FIXTURE TYPES.
PROVIDE THE NUMBER OF FIXTURES AND ORIENTATION NOTED
FOR POLE-MOUNTED FIXTURES. POLE EPA RATINGS SHALL BE
FOR THE NUMBER OF FIXTURES SHOWN.
D.COORDINATE WITH THE FIRE SUPPRESSION CONTRACTOR FOR
THE LOCATION OF THE POST INDICATOR VALVE (PIV). EXTEND
UNDERGROUND CONDUIT AND PROVIDE WEATHER TIGHT
CONNECTION (IF APPLICABLE).
E.CONTRACTOR SHALL VERIFY LOCATION OF ALL UNDERGROUND
UTILITIES PRIOR TO ANY EARTH WORK.
F.PROJECT IS DESIGNED BASED ON REQUIREMENTS OF NEC 2020
AND IECC 2018.
GENERAL NOTES
00
1.NEW PAD-MOUNT UTILITY TRANSFORMER (BY UTILITY).
CONTRACTOR SHALL PROVIDE TRANSFORMER PAD AND
REFER TO ONCOR'S SPECIFICATIONS FOR ELECTRICAL
UNDERGROUND DISTRIBUTION SYSTEMS FROM
PADMOUNTED TRANSFORMATION, SECONDARY SERVICE
ACCOUNTS DOCUMENT FOR TRANSFORMER PAD
DIMENSIONS AND ADDITIONAL REQUIREMENTS.
COORDINATE WITH UTILITY (ONCOR) FOR ADDITIONAL
INFORMATION.
2.RACK MOUNTED MAIN DISTRIBUTION PANEL AND LIGHTING
CONTROL PANEL. MOUNT RACK OUTSIDE OF UTILITY
SERVICE ENTRANCE EASEMENT AS REQUIRED.
3.NEW POWER PEDESTAL. LANDSCAPE FORMS: BM-PP-1G1U.
COORDINATE COLOR WITH LANDSCAPE ARCHITECT PRIOR
TO ORDERING. ROUTE (2) #10 AWG + #10 GND IN 3/4"
CONDUIT. COORDINATE WITH MANUFACTURER FOR
ADDITIONAL INFORMATION.
4.OUTDOOR CAMERA (BY OTHERS) (TYPICAL). REFER
SECURITY CAMERA PLAN FROM FORD AV FOR EXACT
MOUNTING HEIGHT, LOCATION AND ADDITIONAL
INFORMATION. PROVIDE BACKBOX AND 3/4" CONDUIT WITH
PULL STRING FROM DEVICE LOCATION TO OFFICE 101.
5.OUTDOOR SPEAKER (BY OTHERS) (TYPICAL). REFER TO
A/V PLAN FROM FORD AV FOR EXACT MOUNTING HEIGHT,
LOCATION AND ADDITIONAL INFORMATION. PROVIDE
BACKBOX AND 3/4" CONDUIT WITH PULL STRING FROM
DEVICE LOCATION TO OFFICE 101.
6.STORAGE/I.T. ROOM IN TENNIS CENTER.
7.#10 AWG. ROUTE CIRCUIT THROUGH TIME CLOCK IN
OFFICE 101.
8.BORE UNDER STREET FOR DATA CABLING CONDUIT AS
REQUIRED.
9.POWER FOR MAG LOCKS. COORDINATE EXACT LOCATION
AND REQUIREMENTS WITH DOOR HARDWARE
CONTRACTOR AND LANDSCAPE ARCHITECT. PROVIDE
POWER, CONTROL WIRING AND ASSOCIATED DEVICES AS
REQUIRED.
10.PEDESTAL MOUNTED J-BOX FOR PUSH-TO EXIT BUTTON.
PROVIDE 3/4" CONDUIT AND CONTROL WIRING BETWEEN
GATE AND BUTTON AS REQUIRED. COORDINATE EXACT
PEDESTAL LOCATION WITH LANDSCAPE ARCHITECT PRIOR
TO INSTALLATION.
11.IN-GRADE TREE UPLIGHT. COORDINATE EXACT LOCATION
WITH TREE GRATE AND LANDSCAPE ARCHITECT. PROVIDE
12V TRANSFORMER AS REQUIRED. REFER TO LIGHTING
FIXTURE SCHEDULE ON SHEET E-501 FOR FIXTURE
INFORMATION. TYPICAL OF ALL FIXTURES TYPE "T".
12.PROVIDE 1" CONDUIT FROM OFFICE 101 TO STORAGE/I.T.
ROOM IN TENNIS CENTER. COORDINATE ROUTING WITH
EXISTING UTILITIES IN THE AREA. STUB CONDUIT UP IN
OFFICE 101 AS CLOSE TO I.T. RACK LOCATION AS
POSSIBLE. ROUTE CONDUIT UP WALL AT TENNIS CENTER
AND PENETRATE THROUGH WALL IN AN ACCESSIBLE
LOCATION ABOVE CEILING INSIDE THE BUILDING. PROVIDE
ELBOW SWEEPS AND BACKFILL ALL WALL PENETRATIONS
AS REQUIRED. PROVIDE (1) GE MMF OPTICS CABLE FROM
OFFICE 101 TO STORAGE/I.T. ROOM IN TENNIS CENTER.
LEAVE 20FT OF SLACK AT THE END OF THE CABLE RUN
INSIDE THE STORAGE/I.T. ROOM. COORDINATE WITH
OWNER FOR ADDITIONAL INFORMATION.
13.PROVIDE PULL BOX FOR DATA CABLING.
14.PRIMARY SERVICE LINE FROM EXISTING UTILITY
TRANSFORMER TO NEW UTILITY TRANSFORMER.
CONTRACTOR SHALL PROVIDE FOR TRENCHING, BORING
AND BACKFILL AS REQUIRED FOLLOWING DEPICTED
EASEMENT LINE. COORDINATE WITH UTILITY (ONCOR) FOR
EXACT ROUTING OF PRIMARY LINE ALONG EASEMENT.
CONTRACTOR SHALL PROVIDE (1) 4" CONDUIT WITH PULL
STRING BETWEEN EXISTING TRANSFORMER AND NEW
TRANSFORMER PAD. COORDINATE WITH UTILITY (ONCOR)
FOR CONDUIT STUB-UP LOCATIONS AT BOTH ENDS.
UTILITY (ONCOR) WILL PROVIDE AND INSTALL CONDUCTOR
BETWEEN TRANSFORMERS AND NEW TRANSFORMER
AFTER TRANSFORMER PAD HAS BEEN INSTALLED PER
ONCOR REQUIREMENTS. COORDINATE WITH ONCOR FOR
ADDITIONAL REQUIREMENTS FOR INSTALLATION PRIOR TO
WORK.
15.EXISTING PAD-MOUNT UTILITY TRANSFORMER TO REMAIN.
16.OUTDOOR RATED EXIT SIGN MOUNTED ON GATE. PROVIDE
COOPER LIGHTING: UX7-1-SD (OR APPROVED EQUAL).
COORDINATE EXACT LOCATION OF EXIT SIGN WITH
LANDSCAPE PLANS.
17.POWER FOR DOOR CONTACTS. COORDINATE EXACT
LOCATION AND REQUIREMENTS WITH DOOR HARDWARE
CONTRACTOR AND LANDSCAPE ARCHITECT. PROVIDE
POWER, AND CONTROL WIRING AS REQUIRED. ACCESS
CONTROL CONTRACTOR TO PROVIDE ALARM DEVICE AND
OTHER ASSOCIATED EQUIPMENT.
AS INDICATED BY:
KEY NOTES
Parkhill.com
PROJECT NO.
CLIENT
#DATE DESCRIPTION
KEY PLAN SouthlakePickleball Complexat Bicentennial ParkCity of Southlake
450 W Southlake Blvd, Southlake, TX 76092
8125.21
BASE
B
A
L
L
F
I
E
L
D
BASE
B
A
L
L
F
I
E
L
D
BASE
B
A
L
L
F
I
E
L
D
BASE
B
A
L
L
FI
E
L
D
BASE
B
A
L
L
FI
E
L
D
F
EI
CO
SOUTHLAKE BOULEVA
R
D
II
No. 6
No. 5
E
E
E
Parkhill.com
PROJECT NO.
CLIENT
#DATE DESCRIPTION
KEY PLAN SouthlakePickleball Complexat Bicentennial ParkCity of Southlake
450 W Southlake Blvd, Southlake, TX 76092
8125.21
BASE
B
A
L
L
F
I
E
L
D
BASE
B
A
L
L
F
I
E
L
D
BASE
B
A
L
L
F
I
E
L
D
BASE
B
A
L
L
FI
E
L
D
BASE
B
A
L
L
FI
E
L
D
F
EI
CO
SOUTHLAKE BOULEVA
R
D
II
No. 6
No. 5
E
E
E
1 12/29/2022 Permit Comment Response
-07/08/2022 Permit Set
2 03/28/2023 Permit Comment Response
3 05/01/2023 Permit Comment Response
4 06/02/2023 CCR 002
5 08/25/2023 CCR 007
5
5
08/25/2023
\\Data1\Projects3\2021\8125.21\05_CONSTR\04_CHANGE\01_CCR\CCR 008\8125.21-CCR_Change_Request.docx
CONSTRUCTION CHANGE REQUEST #008
PROJECT:
Southlake Bicentennial Pickleball
Complex
DATE: September 7, 2023 Owner
Southlake, TX CONTRACT DATE: Architect
ARCHITECT’S PROJECT
NUMBER: 8125.21
Contractor
TO CONTRACTOR:
North Rock Construction
OWNER’S PROJECT NUMBER:
Other
3912 E. McKinney St.
Denton, TX 76208
09/07/2023
Please submit an itemized quotation for changes in the Contract Sum and/or Time incidental to proposed modification to the Contract
Documents described herein. THIS IS NOT A CHANGE ORDER NOR A DIRECTION TO PROCEED WITH THE WORK DESCRIBED
HEREIN UNTIL APPROVED BY THE OWNER.
Description: (Written description of the work)
E-100 Electrical Site Plan
Provide (8) pull box locations adjacent to light poles where specified by Ford AV drawings for their
equipment cabling.
Submitted By: James Williams Attachments: E-100
CONTRACTOR’S RESPONSE:
Additional days requested for this CCR: 0
Add to / Credit Contract Sum $
Credit / Deduct Contingency
Owner CMAR
$
Credit / Deduct Allowance $
(Name of Allowance)
TOTAL CCR $
Attachment: Breakdown
CONSTRUCTION CHANGE REQUEST APPROVAL
When signed by Owner and upon receipt of approved document by the Contractor, the Contractor shall proceed with the change(s)
described above. If CCR is changing the Contract Sum or GMP by cost or time, an official Change Order on AIA G701 will be
executed and distributed.
Approved Additional Time
By: Date:
(Signature)
0.00
09/07/2023