The URL can be used to link to this page

Item 4E - Supporting DocumentsSOUTHLAKE PUBLIC WORKS 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 CITY OF SOUTHLAKE Project No. 2022-59 You are hereby instructed to comply with the following changes from the Contract Plans and Specifications: SUMMARY OF CHANGES Description Change in Change in (Detailed Explanation Attached) Contract Price' Contract Time (Days) 1. 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 'Deduction 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 SOUTHLAKE PUBLIC WORKS CHANGE ORDER DETAIL Change Order No. Project No.: 2022-59 Description: CITY OF SOUTHLAKE Project No. 2022-59 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: SOUTHLAKE PUBLIC WORKS 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 Acceptance by the Contractor: Date: June 9, 2023 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: Ed's Electric Service Reviewed for Payment on 05/08/2023 7160 Baker Blvd. No Exception Taken Fort Worth, Texas 76118 ,P� (817) 589-7008 Sold To City of Southiake (Finance Dept.) 1400 Main Street Suite 420 Southlake, Texas 76092 (817) 481-1745 INVOICE Invoice No: 14095 Date: 05/01/2023 Location: Bi-Centennial Park Cust Ref. P.O.#22300711 Terms: Description Qty Unit Price Amount 12" X 12" Quazite In Ground Junction Box 1 each $325.00 $325.00 #8 THHN Stranded Wire 600 feet $0.85 $510.00 1 1/4" PVC Conduit 30 feet $2.30 $69.00 1 1/4" PVC 90 Degree Elbows 2 each $12.30 $24.60 Material Profit (20%) $185.72 Underground Locator (Rental) 1 day $195.00 $195.00 Backhoe Tractor (Rental) i day $395.00 $395.00 Service Call (2) Electricians 6 hours $189.00 $1,134.00 Job infornm on Sub Total $2,838.32 Bi-Centennial Park. Replace Damaged Underground Wiring to Pole Lights, Damaged Tax $0.00 by Contractor for Ackelball Court Project Total $2,838.32 Terms & Conditions., PLEASE PAY FROM THIS INVOICE NO STATEMENT WILL BE SENT THANK YOU FOR YOUR BUSINESS WEACCEPT MA57ER04RD AND VISA CREDIT CARDS Amount Paid $0.00 Amount Due $2,838.32 Page 1 of 1 ,�i�/�,= SOUTHLAKE PUBLIC WORKS 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 CITY OF SOUTHLAKE Project No. 2022-59 You are hereby instructed to comply with the following changes from the Contract Plans and Specifications: SUMMARY OF CHANGES Description Change in Change in (Detailed Explanation Attached) Contract Price' Contract Time (Days) 1. Revised Scope of Work for Installation of $24,324.80 3 Water Fountain per Construction Change Request #002 attached Net Change in Contract Price and Work Days $24,324.80 3 Deduction 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 CCO01........................................................................ ($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 SOUTHLAKE Project No. 2022-59 PUBLIC WORKS 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: SOUTHLAKE PUBLIC WORKS 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 Acceptance by the Contractor: Date: 06/20/2023 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 Parkhill CONSTRUCTION CHANGE REQUEST #002 PROJECT: Southlake Bicentennial Pickleball Complex Southlake, TX TO CONTRACTOR: North Rock Construction 3912 E. McKinney St. Denton. TX 76208 DATE: May 15, 2023 I ®Owner CONTRACT DATE: ®Architect ARCHITECT'S PROJECT ®Contractor NUMBER: 8125.21 OWNER'S PROJECT NUMBER: ®Other 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. I Description: (Written description of the work) CPS - 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%. CPS ■ 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. Mora ■ C-104 Storm Drain Plan -Profile Main A • Moved roof drain tee connection on Main A to STA 2+76. Mora ■ C-105 Roof Drains & Turf Subdrainage 1 • Updated roof drain line locations to avoid new drinking fountain and HVAC system. CPS / NRC 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. Paramount MP111 Mechanical and Plumbing Plans 1 • Extension of sanitary sewer line for connection to ADA compliant bi-level drinkina fountain. Submitted By: James Williams Attachments: C-102, C-103, C-104, C-105, LC100, LC101, LC102, MP111 CONTRACTOR'S RESPONSE: ©Add to / ❑ Credit Contract Sum ❑Credit / ❑Deduct Contingency ❑ Owner ❑ CMAR ❑ Credit / ❑Deduct Allowance TOTAL CCR Attachment: Breakdown Additional days requested for this CCR: 3 $ 24,324.80 (Name of Allowance) CONSTRUCTION CHANGE REQUEST APPROVAL \\Data1\Projects3\2021\8125.21\05_CONSTR\04_CHANGE\01_CCR\CCR 002\8125.21-CC R_Chang e_Request.docx Parkhill.com 3912 E Mckinney St Denton, TX 76205 Phone: 940-220-5500 Project Southlake Pickleball Complex PO# #22300682 Attention Mamerto Estepa Contract Date 03/21/2023 OH&P 15% NR Project # 22N-097 Start Date 04/17/2023 Compl Date 10/13/2023 Today's Date 06/02/2023 Proposed Change Order NORTH ROC�K1 PCO #1 Original Contract Amount $ 3,663,583.57 Previous Change Orders $- Current Change Order $24,324.80 Revised Contract Amount $3,687,908.37 Original Contract Day 180 Previous Added Days 0 Current CO Days Added 3 Revised Contract Days 183 Line Item Quantity Unit Description OCO #8 Unit Price Total Price 1 1 LS Storm Sewer - Install HDPE and fittings $ 2,780.00 $ 2,780.00 2 1 LS Site water / sewer / MDF drinking fountain $ 15,000.00 $ 15,000.00 3 1 LS Building water and sewer for MDF drinking fountain Survey Staking $ 3,222.00 $ 3,222.00 4 1 LS $ 150.00 $ 150.00 $ - $ - 5 1 LS 6 1 EA Subtotal $ 21,152.00 3 1 LS Overhead & Profit 15% $ 3,172.80 Total Add: $ 24,324.80 Deductions 1 1 EA $ 2 1 LS $ LS $ Total Deduct: $ - Total: $ 24,324.80 Date: Tuesday, March 7, 2023 North Rock Construction Garrett Harden (Protect Engineer) Accepted By: Mora Construction, Inc. PO BOX 154897 Irving, TX 75015 Phone (972) 438-8811 Fax (972) 438-8844 Date: June 1, 2023 To: Northrock PROPOSAL FOR: Southlake Pickleball Southlake, TX CHANGE ORDER #1 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** GENERAL CONTRACTOR TO REMOVE ANY PAVING UNLESS SPECIFIED IN PROPOSAL. 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 6/2/2023 Mora Construction, Inc. SCR-0593-U Commercial Plumbing Specialists 5017 US Hwy 377 S Krugerville, Texas 76227 PH 940-765-3251 North Rock Construction 06/01/2023 Garrett Harden gharden@nrockeonstruction.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. (P) PARAMOUNT PLUMBING 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. Rental $ 250.00 22.7 Labor $ 1,806.34 Material $ 872.75 0.1 OH/Fee $ 292.91 $ 3,222.00 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. 411` Austin,Tx 78751 512-936-5200 Unit r 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 TON $ 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 118 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 $ 872.76 22.7 Parkhill STA. 1+06 LINE S1 INSTALL: 1 - SANITAR MER CLEANOUT It 4" ELEV. 6 N:7028498.0 Al E: 2381105.26 STA. 2+32 - LINE S1 INSTALL: T:'�' % 1 - SANITARY SEWER CLEANOUT SSCO TOP ELEV. = 643.78 (MATCH FIN I GRADE) TOP ELEV. = 641.25 FL 4" ELEV. 640.25 (MATCH EXISTING GRADE) N: 7028620.4 1 N: 7028500.95 E: 2381076.83 E: 2381100.38 50 LF 4" P TARY SEWER (BY BORE ON 1.50% A LINE S1 76 LF - NITARY SEWE ON 1.50% 1 c 106 LF;,-,NITARY co SEWE ON 1.50% STA. 0+00 - BEGIN LINE S1 INSTALL 4" TAP ON EXISTING 6" c SANITARY SEWER LINE co TOP ELEV. = 641.50 FL 4" ELEV. = 636.77 11 EX. 6" ELEV. = 636.60 (VERIFY) N: 7028443.16; E: 2381196.22 EXISTING 6" SANITARY SEWER LINE co�.. LU U) W � W Z o Qq 650 Zco �o,�CO Lq O W W ' II m Z (.0 W 2 0 II II o a > > w O Q W W - Uj C) _ j co 645 ;T n w X 635 EXISTING SANITARY SEWER EXISTING GRADE @ (L OF PIPE 3 LF -- 4" NITARY SEWE ON 1.50% STA. 1+82 - LINE S1 1 BEGIN 4" SANITARY SEWER BY BORE +/ N: 7028571.72; E: 2381088.16 0 z .J Q U � < Uk L Cn M CV W Z 0 z LLI co z t } t X O < > Lo Z J CD + > w LU J = W U 4 Q 0 Cn l- c/) � 4�� PVC S R 10 LF ON 1.50% - SEWER (SDR-35) � - STA. 2+35 N E S1 it 4" ELEV. 640.30 N: 7028621.9 E:2381076.84 1 4° pVG S T RY 76 LF ,,�5 SEWER (SDR-�) 1 -� LINE "S1 " _I O I I� N I� N I colic MI MI cI � co � co co CD CD 0+00 ti LINE S2 STA. 0+00 - BEGIN LINE S2 It 4" ELEV. = 640.90 N: 7028660.24; E: 2381090.70 STA. 0+17 - LINE S2 INSTALL: 1 SANITARY SEWER CLEANOUT rL 4" ELEV. = 641.16 N: 7028677.45; E: 2381090.70 TOP ELEV. = 643.87 `(MATCH EXISTING GRADE) N: 7028679..40; E: 2381090.70 STA. 0+23 - END LINE S2 CONNECT TO PROPOSED DRINKING FOUNTAIN TOP ELEV = 643.85 It 4" ELEV - 641 25 rim Al N: 7028681.75; E: 2381094.88 17 LF - 4" PVC SANITARY SEWER ON 1.50% PROPOSED DRINKING FOUNTAIN 6 LF - 4" PVC SANITARY ° SEWER ON 1.50% � W _w U) } W Z_ Q J t Z 00 C/) W + 7-z0 � cola- w >- cnmm PROP SED GRADE= @ (-L O PIPE -I 0 �_ � LO W � co W Z Z_ w (D (Q=n J J >o > z MI NoI-> IcW + � Z J + LL W "t�W IQwQ U - I t 0 -- U-1 50 LF -I411 pVC SANITARY ARY SEWER B R BY �99 Z& LF 4" PVC 1 Y SEWER v) ON 1.50% z Q Z W p0+ Al 0 + N I --- Cn 0 Ow LL Z m J Z CD I- o 0 CO �Z_ I-o;t C/) U LL-j 2+50 ' PR POSED GRADE @ OF PIPE I _ 645 EXISTING GRADE -I @ CL OF PIPE 6401 u 0 Z J L J Q N LU 1-- E! o U Q u) U) Q DZ>-0� � WO 2 u - 00 � W N (D Z a- 0 O coW C/) co Q J 0 C9 W W t = Q a- >>Uw �w>_CO �� w0 CO 0 W J } II I Z I~ II (� N Z + Q m Z L.L.I ti o> O> L.L CVi ~ Ljj > Q O�I ��z J + JLLI = NWz JW0 0 cn U P I +o Q W C:) LU C:) I I I_ I �Oa 1-20 0Z 17 LF - 4" PVC P R -1.r' SANITARY SEWER wZl z0 J F-- Ow U- 4 w� ON 1-.50% -I LINE 6 LF - 4" PVC SANITARY SEWER 0+50 LEGEND -bey- EXISTING 1' CONTOUR - -640- EXISTING 5' CONTOUR 639- PROPOSED 1' CONTOUR -640, PROPOSED 5' CONTOUR OPROPOSED CLEANOUT SS EXISTING SANITARY SEWER PROPOSED SANITARY SEWER EXISTING WATER LINE PROPOSED WATER LINE EXISTING STORM DRAIN PROPOSED STORM DRAIN NOTE: 1. 4" SANITARY SEWER SHALL BE SDR35. 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. CONTROL POINT #1 CONTROL POINT #2 CONTROL POINT #3 60d Nail 60d Nail 'X' Cut in Curb N - 7028590.004 N - 7028622.215 N - 7028616.881 E - 2380909.228 E - 2381091.805 E - 2381263.497 ELEV. - 643.09 ELEV. - 643.11 ELEV. - 642.03 E O IZ - m s � O ■2 CITY OF SOUTHLAKE CLIENT City of Southlake 450 W Southlake Blvd, Southlake, TX 76092 PROJECT NO. 8125.21 KEY PLAN 1 05/12/2023 CCR 002 - 12/12/2022 Issue for Bid # DATE DESCRIPTION Sanitary Sewer Plan -Profile C=1 02 Parkhill \ STA. 0+00- LINE W1 INSTALL: 1 - 2" TAP N: 7028763.43 Em 2381068 77 J I H. UTU I- LINE W1 INSTALL: 1 - 2" WATER METER - •+ N: 7028762.38 E: 2381069.00 \ STORM DRAIN CROSSIp 0 rL 4" SD = 643.76 w TOP 2"WL=641.76 + ---648 EXISTING 8" WATER LINE -0000- 1 / �\ STORM DRAIN CROSSING / rL 4" SD = 643.31 TOP 2"WL=641.31 STORM DRAIN CROSSING ------ - 5 FL4" SD = 642.83 I H TOP 2" WL = 640.83 - - I I ®or® STORM DRAIN CROSSING 0 52LF-2"HDPE on FL4" SD = 642.55 1 +� + „ WATER LINE 0 0 TOP 2" WL = 640.55 J LINE W1 - 44- STORM DRAIN CROSSING - - - G C STA. 0+52 - LINE W1 0 G I I+ MI INSTALL: mnAer] I ® 1 - 2"-11.250 BEND q ® N:7028713.58 / / E:2381081.73 ! _ 29 LF 2" HDPE WATER LINE I STA. 0+81- LINE W1 = STA. 0+00 - LINE W2 INSTALL: 1 - 2"x2" TEE N: 7028684.95; E: 2381081.73 / I 25 LF - 2" HDPE WATER LINE 1 - ki 0 I 1 � — I \ zl;F-% FL 15"SD=640.47 .� ��■ moll �&m m mcw1mm r-= mmff� WIN m loll lIIIIN0-4 o� ��a �J 1 . • 95.7 III \ ` v // LPG _ I i i 11 � E ,ice \�-642---\ l �+ �\ G /I 1 / I I I I I I / I looe I I i I `64j, i I \� �/ / \ \ w\ ------ /// v U 643 \ \ \ FL = 637.84 l // Me FH wV LP ' -Sr-o loo, memo '643 \ — R-___ LEGEND EXISTING 1' CONTOUR EXISTING 5' CONTOUR 639— PROPOSED 1' CONTOUR —640, PROPOSED 5' CONTOUR SS EXISTING SANITARY SEWER PROPOSED SANITARY SEWER W EXISTING WATER LINE PROPOSED WATER LINE EXISTING STORM DRAIN PROPOSED STORM DRAIN NOTES: 1. MINIMUM VERTICAL SEPARATION BETWEEN WATER LINES AND OTHER UTILITIES SHALL BE TWO FEET (2.0'). 2. 2" WATER LINE SHALL BE SDR9, CLASS 200. (D "o, /'/ \\ \ loll" ,�/ NORTH ; � / 0 20' 40' � /// '' \ \ EXISTING UTILITIES `II / CONTRACTOR MUST VERIFY LOCATION OF ALL OVERHEAD AND t---------f/ /'' 641— UNDERGROUND UTILITIES PRIOR TO CONSTRUCTION. CONTRACTOR I / / 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. Grate Inlet 0 ss ss ss CONTROL POINT #1 CONTROL POINT #2 CONTROL POINT #3 60d Nail 60d Nail 'X' Cut in Curb N - 7028590.004 N - 7028622.215 N - 7028616.881 E - 2380909.228 E - 2381091.805 E - 2381263.497 ELEV. - 643.09 ELEV. - 643.11 ELEV. - 642.03 05/12/23 x E O Ile L � a s_ V O .v m cn IL mw CITY OF SOUTHLAKE CLIENT City of Southlake 450 W Southlake Blvd, Southlake, TX 76092 PROJECT NO. 8125.21 KEY PLAN 1 05/12/2023 CCR 002 - 12/12/2022 Issue for Bid # DATE DESCRIPTION Water Layout CA 03 / STA. 0+39 - MAIN A INSTALL: 1 - 18"450 BEND FL 18" = 638.60 N: 7028615.93 E: 2381253.84 7 LF - 18" HDPE STORM DRAIN ON 0.64% J 1 /A. Ut'+o - IVIHIIN /A INSTALL: / 1 - 18"-450 BEND / rL 18" = 638.64 / 2 N: 7028620.81 + E: 2381258.55 68 LF - 18" HDPE STORM DRAIN ON 0.64% STA. 1+14 - MAIN A INSTALL: 1 - 18"-450 BEND FL 18" = 639.07 N: 7028688.74 E: 2381258.81 4 LF - 18" HDPE STORM DRAIN ON 0.64% STA. 1+18 - MAIN A LTA FI-11 10 F-11 INSTALL: 1 - 18"-11.250 BEND FL 18" = 638.46 N: 7028615.77 E: 2381232.54 1V9 21 LF - 18" HDPE - STORM DRAIN ON 0.64% STA. 1 +36 - MAIN A INSTALL: STA. 2+72 - MAIN A / 1 - 18"x15" REDUCER INSTALL: rL 15" = 639.46 1 - 15"x8"-450 WYE rL 18" = 639.21 6 LF - 8" HDPE STORM DRAIN ON 2.00% N: 7028691.64 FL8" = 640.62 E: 2381237.79 rr 15" = 640.33 INSTALL: 1 - 18"-450 BEND 1 FL 18" = 639.10 / \ N: 7028691.70 \ E: 2381255.97 12 LF - 18" HDPE _ STORM DRAIN ON 0.64% / "-A N. J/ � I w J Z w H � LL O LL Z >. w z U) � Z b O � 75; t II C0 C`7 I II 0 U LU - � Z) z w W N II c: <Z0-X80 Q w J)U Lt� LL-j cf) �\ / �/1/�, - INSTALL: 1 - 8" PLANTER AREA DRAIN TOP ELEV. = 643.23 \ STA. 0+00 - BEGIN MAIN A CONNECT TO EXISTING GRATE INLET + TOP ELEV. = 640.90 (VERIFY) FLEX. 24" = 637.84 (VERIFY) �� A It 18" = 638.34 , wl N: 7028611.00 E: 2381213.59 ct19 18 LF - 18" HDPE - -642- - STORM DRAIN ON 0.64% - Q(: i)IN 15" HDPE STORM ON 0.64% N: 7028691.63; E: 2381102.25 131 LF - 15" HDPE \ i STORM DRAIN ON 0.64% r:hn i ° NOVA FL 8" = 641.65 N: 7028635.94 E: 2381030.33 9 LF - 8" HDPE STORM DRAIN ON 2.00% 3 LF - 12" HDPE STORM ' DRAIN ON 0.55% ♦ t STA. 3+44 - MAIN A -n INSTALL: 1 - 12"-450 BEND 15 rL 12" = 641.00 N: 7028655.91 E: 2381044.50 18 LF� 15" 13 14 25 STORM I I DRAIN ON 0.64% 8 �, I STA. 3+47 - MAIN A INSTALL: 1 - 12"x8"-60° WYE LL 8" = 641.19 LL 12" = 641.02 N: 7028655.86 ( E:2381041.33 LEGEND - -639- EXISTING 1' CONTOUR EXISTING SANITARY SEWER - -640- _ EXISTING 5' CONTOUR PROPOSED SANITARY SEWER 639- PROPOSED 1' CONTOUR EXISTING WATER LINE 640, PROPOSED 5' CONTOUR PROPOSED WATER LINE EXISTING STORM DRAIN PROPOSED STORM DRAIN KEY NOTES / / AS INDICATED BY: 00 /'I\ L1 41 LF - 12" co HDPE STORM 1. CONNECT TO 4" PERF. HDPE 11. INSTALL: INSTALL: STORM DRAIN (SEE SHEET 1 -- 4" ACO CATCH BASIN DRAIN ON 0.55% 1 - 8" PLANTER AREA DRAIN LD500) TOP ELEV. = 643.72 N \� / TOP ELEV. = 642.90 N: 7028665.72; E: 2381051.53 2. STA. 0+47 - MAIN A \ rL 8" = 641.42 INSTALL: 12. USE 6" HDPE STORM DRAIN TO N: 7028653.97; E: 2380999.91 1 - 18"x4" TEE CONNECT ACO CATCH BASIN I 9 LF - 4" STORM DRAIN AND 12" HDPE STORM DRAIN kj r' 20 LF - 12" HDPE STORM \ - DRAIN ON 0.55% 5 LF - 15" HDPE STORM 0 11 FL 4 = 639.22 46 LF - 8" HDPE STORM FL 18" = 638.64 13. STA. 3+31 - MAIN A DRAIN ON 0.55% N: 7028621.83; E: 2381258.88 INSTALL: 1 -- 12"x6"-45° WYE 3. 6 LF - 18" HDPE STORM DRAIN FL 6" = 641.18 STA. 4+42 - MAIN A ON 0.64% FL 12" = 640.93 N: 7028665.63; E: 2381054.25 INSTALL: 4. STA. 1+24 -- MAIN A 1 - 8"x8"-60° WYE INSTALL: 14. 6 LF -- 12" HDPE STORM DRAIN 10 LF - 8" HDPE STORM 1-18"x4" TEE ON 0.55% 17 LF - 4" STORM DRAIN DRAIN ON 2.00% rL 4" = 639.72 15. 14 LF -- 8" HDPE STORM DRAIN LL 8" = 641.83 FL 18" = 639.13 ON 2.00% N: 7028703.46; E: 2380993.40 N: 7028691.76; E: 2381250.32 16. STA 3+88 - MAIN A 5. CONNECT OUTFALL FROM INSTALL: FRENCH DRAIN TO 15" HDPE 1--12"x8"-60° WYE NSTAI 1 - DRAIN ON 0.64 /o I STORM DRAIN 2 LF -- 8 HDPE STORM DRAIN _ 1 - 8" PLANTER AREA DRAIN i� (SEE SHEET LG500) ON 1.00% ° ® ® ° INSTALL: + \ TOP ELEV. = 643.65 rL 8" = 641.42 1 - 8" PLANTER AREA DRAIN FL 8" = 642.03 6. STA 2+67 - MAIN A FL 12" = 641.25 5 TOP ELEV. = 643.75 `I} ® binso,_ _ N: 7028708.32; E: 2380984.71 SEE SHEET C-105 N: 7028655.95; E: 2381000.84 5 LF 15" HDPE STORM � 8" = 641.09 �f ®- I 7. STA 3+02 -- MAIN A 17. 4 LF - 12" HDPE STORM DRAIN DRAIN ON 0.64% N: 7028695.83; E: 2381071.59 I 1 - 15"x12" REDUCER ON 0.55% II 19 LF - 8 HDPE STORM FL 12" = 640.77 DRAIN ON 0.55% rL 15" = 640.52 18. STA 3+92 - MAIN A INSTALL: STA. 2+97 - MAIN A 22 N: 7028685.87; E: 2381074.42 INSTALL: 1 8" PLANTER AREA DRAIN INSTALL: 23 STA. 4+70 - MAIN A 1 -- 12"x8" REDUCER TOP ELEV. = 643.75 1 - 15"x8" TEE I 24 INSTALL: 8. 5 LF - 12" HDPE STORM DRAIN ON 0.55% � 8" = 641.60 rL 12" = 641.27 FL 8" = 640.75 9 LF - 8" HDPE STORM L6 LF 8" HDPE 1 - 8" PLANTER AREA DRAIN N: 7028655.95; E: 2380996.88 N: 7028695.77; E: 2381098.45 DRAIN ON 2.00% m STORM DRAIN TOP ELEV. = 643.65 9. BEGIN 4" ACO TRENCH DRAIN FL 8" - 640.91 I \ ON 0.55% FL 8" = 642.02 TOP ELEV = 643.72 19. 2 LF -- 8" HDPE STORM DRAIN N: 7028665.63; E: 2381002.10 ON 0.55% STA 2+93 - MAIN A FL 15" = 640.50 N: 7028724.49 WATER LINE CROSSING N: 7028689.88 E: 2380985.52 10. 49 LF - 4" ACO TRENCH DRAIN 20. STA 3+94 -- MAIN A FL 15" SD = 640.47 - _ E: 2381077.93 (SEE SHEET LG500) INSTALL: _ TOP 2" WL = 638.47 J u! 1 - 8"-45° BEND �� 9 FL8"=641.61 O STA. 2+94 MAIN A + ` N: 7028656.07; E: 2380994.89 Mi INSTALL: 1 15"-450 BEND o" FL 15" = 640.48 0) '646� l N: 7028653.97 - - - -�� + E: 2381041.39 MAIN A PLAN NORTH 0 20' 40' TOTE: ,EE SHEET C-105 FOR ADDITIONAL INFORMATION ON :OOF DRAINS & ARTIFICIAL TURF SUBDRAINAGE CONTROL POINT #1 CONTROL POINT #2 CONTROL POINT #3 60d Nail 60d Nail 'X' Cut in Curb N - 7028590.004 N - 7028622.215 N - 7028616.881 E - 2380909.228 E - 2381091.805 E - 2381263.497 ELEV. - 643.09 ELEV. - 643.11 ELEV. - 642.03 21. STA 3+96 - MAIN A INSTALL: 1 -- 8"-45° BEND FL 8" = 641.62 N: 7028657.41-1 E: 2380993.49 22. STA 4+61 -- MAIN A INSTALL: 1 -- 8"-45° BEND FL 8" = 641.97 N: 7028722.40; E: 2380993.44 23. 3 LF -• 8" HDPE STORM DRAIN ON 0.55% 24. STA 4+64 - MAIN A INSTALL: 1 -- 8"-45° BEND rL 8" = 641.99 N: 7028724.39; E: 2380991.35 25. 2 LF -- 12" HDPE STORM DRAIN ON 0.55% 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. Z I Q -- 0 a w Z Q M Q w Z H 11 N w ti I Z o CO oQ>N W qT lf� + J CO Q0 - w II II Q 00 d - aD 00 1 O 00 C H LL-j r LLJ yU Lr : 1 C nur� STORM DRAIN ON 0.55% STORM DRAIN ON 0.55%I w aw Q >- Z z o 0070 L0NN w� ? T2 , 't ' l m _-T_ 00 -t (D 0000 00 0) L0 'qt X (.0 + X CO II + Cfl II chCV (v II _ IM: r Q 00 1 00 � t a0 t 00 � Lt:j Ltj cf) LL-j LL-j cl) LL-j 6 00 �I 11 vca = 4.8 fps co p c�t�� I- Oho M � - rn I °_° �I bo t I c�� -, vca = 4.2 fps p o00 r- . - I� t + 11 m _j II II - cn� Qom- rn�p� t� Q5=2.4cfs I Q U)�� < LO cn�� Sf5=0.46% Q � O Q100 = 4.3 cfs cn�: � ~ sf100 = 1.48% 4- I Mo Qcap = 2.6 CfS -co vcap = 3.4 fps 1 rn _ r1_ 00 co co_ 00l114-1 co co co (0 co CD 6 cy)_ (0 of - �I (Oil -4 0+00 0+50 1+00 1+50 3+00 3+50 4+00 2+00 2+50 4+50 645 Parkhill coop, 0 OFT>>R / ,.......,,, 1 'L . ........ ........ ..... ..,�/ ��LARRY D. STONE j o .r r 42252....;'�� AL 05/12/23 x E O� L M .� c s a� l V Ocn .v m CITY OF SOUTHLAKE 9 CLIENT City of Southlake 450 W Southlake Blvd, Southlake, TX 76092 PROJECT NO. 8125.21 KEY PLAN 2 05/12/2023 CCR 002 1 12/29/2022 Addendum 01 - 12/12/2022 Issue for Bid # DATE DESCRIPTION Storm Drain Plan -Profile Main A MAIN A PROFILE C=1 04 LEGEND Parkhill --------642-- If -e39! EXISTING 1' CONTOUR - -640- _ EXISTING 5' CONTOUR 639- PROPOSED 1' CONTOUR 0d1 / -640-- PROPOSED 5' CONTOUR 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. ---SS EXISTING SANITARY SEWER PROPOSED SANITARY SEWER W EXISTING WATER LINE PROPOSED WATER LINE - EXISTING STORM DRAIN PROPOSED STORM DRAIN KEY NOTES AS INDICATED BY: 00 1. FL 4" = 644.00 26. 13 LF - 4" STORM DRAIN ON 9.88% 2. WATER LINE CROSSING 27. STA 2+76 -- MAIN A FL 4" SD = 643.76 1 -- 15"x4" TEE \J�' TOP 2" WL = 641.76 FL 4" = 640.82 2 N: 7028755.28; E: 2381070.91 ,� FL 15" = 640.36 N: 7028691.45; E: 2381098.47 3. 45 LF - 4" PERF. HDPE STORM DRAIN ON 2.97% (SEE SHEET LD500) 28. 3 LF ^ 4" STORM DRAIN ON 2.00°/ A 4. 1 - 4"-90° BEND 29. 1 - 4"x4" TEE rL 4" = 642.66 rL 4" = 642.15 2 N: 7028755.28; E: 2381107.59A, N: 7028624.66; E: 2381071.44 5. 14 LF - 4" PERF. HDPE STORM 30. 22 LF - 4" STORM DRAIN O 1.04% DRAIN ON 2.97% (SEE SHEET LD500) 31. 2 LF - 4" STORM DRAIN ON 29.00% 6. rt- 4" = 643.70 32. 1 - "x4" T 7. WATER LINE CROSSING rL 4" = 641.92 2 rL 4" SD = 643.31 N: 7028624.85; E: 2381049.60 TOP 2" WL = 641.31 N: 7028741.54; E: 2381074.48 33. 7 LF - 4" STORM DRAIN O 1.04% 2 8. 1 - 4"x4" TEE 34. 1 - ° rt- 4" = 642.25 : 4" = 641.85 2 N: 7028741.48; E: 2381107.59� N: 7028624.93; E: 2381042.62 9. 15 LF - 4" PERF. HDPE STORM 35. 3 LF - 4" STORM DRAIN ON 1.04%� DRAIN ON 2.97% (SEE SHEET LD500) 36. 5 LF -- 4" STORM DRAIN O 13.60% & 10. rL 4" = 643.40 37. 1 -- 4"x4" TEE 11. WATER LINE CROSSING rL 4" = 641.82 � 4" SD = 642.83 N: 7028628.20; E: 2381042.57 2 TOP 2" WL = 640.83 N: 7028726.49; E: 2381078.38 38.�a:36'.; D 2 12. 1 - 4"x4" TEE E: 2381042.62 rt-4"=641.80 N: 7028726.49; E: 2381107.56 39. 15 LF - 4" STORM DRAIN O 1.04% A2 13. rt- 4" = 643.40 40. 1 -- 8"x4"-60° WYE rL 4" = 641.64 14. WATER LINE CROSSING rL 8" = 641.47 rL 4" SD = 642.55 N: 7028643.80; E: 2381034.73 TOP 2" WL = 640.55 N: 7028712.33; E: 2381081.74 41. 2 LF - 4" STORM DRAIN ON 19.67% 15. 1 - 4"x4" TEE 42. 1 -- 4"-90° BEND rt-4"=641.38 N: 7028712.33; E: 2381107.56 43. 4 LF - 4" STORM DRAIN ON 19.67% 16. 1 - 15"x4" CROSS 44. STA 3+42 - MAIN A rL 4" = 640.76 1 - 12"x4"-45° WYE FL 15" = 640.30 FL 4" = 641.32 N: 7028691.64; E: 2381107.61 FL 12" = 640.99 ,ai n so ja u 3 N: 7028657.34; E: 2381045.92 17. ROOF DRAIN CONNECTION Jajsd w na rt- 4" = 642.50 45. 6 LF - 4" STORM DRAIN ON 20.17% 18. 2 LF - 4" STORM DRAIN ON 1.04% 46. STA 3+37 -- MAIN A 1--12"x4"-45° WYE 19. 4 LF - 4" STORM DRAIN ON 1.049%. FL 4" = 641.29 FL12"=640.96 20. 4 LF ^- 4" STORM DRAIN ON 1.04% 2AN: 7028660.97; E: 2381049.68 21. 2 LF - 4" STORM DRAIN ON 5.00% 47. 2 LF - 4" STORM DRAIN ON 22.50% 22. 1 - 4"x4" TEE 48. 1 -- 4"-90° BEND - rt- 4" = 642.40 N: 7028624.50; E: 2381095.76 49. 4 LF -- 4" STORM DRAIN ON 22.50% 23. rt- 4" = 642.00 50. STA 3+11 - MAIN A 2& 1 - 12"x4"-45° WYE 24. 62 LF - 4" PERF. HDPE STORM rL 4" = 641.15 DRAIN ON 2.00% (SEE SHEET LD500) rL 12" = 640.82 N: 7028679.00; E: 2381067.72 25. DOWNSPOUT OUTFALL SHALL EXIT @ rL = 644.10 51. 6 LF ^- 4" STORM DRAIN ON 23.00% NOTE: DOWNSPOUT DESIGNATIONS INDICATE RUNOFF WILL BE RELEASED ONTO SYNTHETIC TURF. NORTH 0 10, 20' CONTROL POINT #1 CONTROL POINT #2 CONTROL POINT #3 60d Nail 60d Nail 'X' Cut in Curb N - 7028590.004 N - 7028622.215 N - 7028616.881 E - 2380909.228 E - 2381091.805 E - 2381263.497 ELEV. - 643.09 ELEV. - 643.11 ELEV. - 642.03 52. STA 3+06 -- MAIN A 1 -- 12"x4"-45° WYE rL 4" = 641.12 rL 12" = 640.79 N: 7028683.05; E: 2381071.63 53. 45 LF -- 4" PERF. HDPE STORM Al DRAIN ON 3.22% (SEE SHEET LD500) 54. 45 LF - 4" PERF. HDPE STORM Al DRAIN ON 3.56% (SEE SHEET LD500) 55. 45 LF - 4" PERF. HDPE STORM Al DRAIN ON 4.49% (SEE SHEET LD500) 56. 21 LF - 4" PERF. HDPE STORM Al DRAIN ON 2.97% (SEE SHEET LD500) 57. TREE GRATE 58. CONNECT OUTFALL FROM TREE GRATES TO 4" PERFORATED HDPE Al STORM DRAIN (SEE SHEET LD504) 59. 2 LF - 4" STORM DRAIN ON 1.04% 60. 3 LF - 4" STORM DRAIN ON 9.88% 2 61. 1 LF -' 4" STORM DRAIN ON 9.88% 62. 24 LF - 4" STORM DRAIN ON 1.040% 05/12/23 x E O L � a i �M O ■� m CO CITY OF SOUTHLAKE 9 CLIENT City of Southlake 450 W Southlake Blvd, Southlake, TX 76092 PROJECT NO. 8125.21 KEY PLAN 2 05/12/2023 CCR 002 1 12/29/2022 Addendum 01 - 12/12/2022 Issue for Bid # DATE DESCRIPTION Roof Drains & Turf Subdrainage CA 05 CONSTRUCTION NOTES EXAMINATION OF SITE WORK BEFORE SUBMITTING A BID, EACH BIDDER SHALL CAREFULLY EXAMINE THE SITE OF WORK. EACH BIDDER SHALL INFORM HIMSELF/HERSELF PRIOR TO BIDDING AS TO THE EXISTING CONDITIONS AND LIMITATIONS UNDER WHICH THE WORK IS TO BE PERFORMED, AND SHALL INCLUDE IN HIS/HER BID A SUM TO COVER ALL COSTS OF ALL ITEMS NECESSARY TO PERFORM THE WORK AS SET FORTH IN THE CONTRACT DOCUMENTS. NO ALLOWANCE WILL BE MADE TO ANY BIDDER BECAUSE OF LACK OF SUCH EXAMINATION OR KNOWLEDGE. THE SUBMISSION OF A BID SHALL BE CONSTRUED AS CONCLUSIVE EVIDENCE THAT THE BIDDER IS SUFFICIENTLY FAMILIAR WITH ALL RELEVANT CONDITIONS. CONCRETE FORMWORK AND REINFORCEMENT THE CONTRACTOR SHALL NOTIFY THE OWNER'S REPRESENTATIVE A MINIMUM OF 48 HOURS PRIOR TO THE PLANNED PLACEMENT OF CONCRETE. THE OWNER'S REPRESENTATIVE MUST HAVE OBSERVED AND APPROVED THE FORMWORK AND REINFORCEMENT PRIOR TO ANY PLACEMENT OF CONCRETE CONCRETE FINISH AND SAW JOINTS THE CONTRACTOR SHALL PROVIDE AND MAINTAIN ON THE SITE SAMPLE PANELS OF PAVEMENT 4' X 4' IN SIZE FOR EACH FINISH OF CONCRETE PAVEMENT. THE SURFACE FINISHES SHALL BE AS APPROVED BY THE OWNER'S REPRESENTATIVE. ANY CONCRETE PLACED WITH AN IMPROPER FINISH SHALL BE REMOVED AND REPLACED AT THE CONTRACTOR'S EXPENSE. ALL SAW JOINTS SHALL BE SAWN WITHIN 24 HOURS OF CONCRETE PLACEMENT. ANY CONCRETE SAWN LATER THAN THIS WHICH, IN THE OPINION OF THE OWNER'S REPRESENTATIVE, HAS EXCESSIVE SHRINKAGE CRACKS DUE TO NOT HAVING BEEN SAWN SOON ENOUGH, SHALL BE REMOVED AND REPLACED AT THE CONTRACTOR'S EXPENSE. LFP ALIGNMENT AND TANGENCY OF PAVEMENTS THE EDGES OF ALL FINISHED PAVING SHALL BE STRAIGHT OR SMOOTH CURVES (AS DELINEATED ON THE PLANS) WITH NO INTERRUPTIONS SUCH AS CHORDS, WAVES, JOGS, OR MISSED TANGENTS. PAVEMENT WITH SUCH INTERRUPTION SHALL BE REMOVED. CITY STANDARDS ALL WORK AND MATERIALS SHALL BE IN ACCORDANCE WITH THE CITY STANDARD SPECIFICATIONS, AND THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION. DIMENSIONS DIMENSIONS ARE TO BACKS OF CURBS, TO CENTERLINES OF FENCES, OR TO EDGES OF PAVEMENTS, UNLESS OTHERWISE INDICATED. WRITTEN AND NUMBERED DIMENSIONS HOLD PRECEDENCE OVER SCALED DIMENSIONS. ADJUSTMENTS IF THE CONTRACTOR BELIEVES IT IS NECESSARY TO MAKE AN ADJUSTMENT IN THE LAYOUT OR GRADE OF PROPOSED IMPROVEMENTS, SUCH AN ADJUSTMENT SHALL BE PROPOSED TO THE OWNER'S REPRESENTATIVE. NO ADJUSTMENT WILL BE PERMITTED UNTIL IT HAS FIRST BEEN APPROVED BY THE OWNER'S REPRESENTATIVE. 4q/ ,E O IQ A 0 LPO 0 y U wv wv� AI 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. CONTROL POINT #1 CONTROL POINT #2 CONTROL POINT #3 60d Nail 60d Nail 'X' Cut in Curb N - 7028590.004 N - 7028622.215 N - 7028616.881 E - 2380909.228 E - 2381091.805 E - 2381263.497 ELEV. - 643.09 ELEV. - 643.11 ELEV. - 642.03 KEY NOTES AS INDICATED BY: 00 1. 6" CONC. PAVING ON COMPACTED SUBGRADE PER DET. D2/LD500 2. 5" CONC. PAVING ON COMPACTED SUBGRADE PER DET. A3/LD500 3. 5" BOMANITE ALLOY EXPOSED AGGREGATE CONC. PAVING TO BE PROVIDED / INSTALLED BY TEXAS BOMANITE, 972-484-8465, OR APPROVED EQUAL. COLOR TO BE SELECTED FROM FULL RANGE. 4. 5" BOMANITE COLORED CONC. PAVING WITH ROCK SALT FINISH TO BE PROVIDED / INSTALLED BY TEXAS BOMANITE, 972-484-8465, OR APPROVED EQUAL. COLOR TO BE SELECTED FROM FULL RANGE. 5. STRUCTURAL CONC. PAVING SLAB RE: STRUCT. SHEETS 6. PAVING AT BUILDING SLAB PER DET. D1/LD500 7. CONNECTION TO EX. CONC. PER DET. B1/LD500. 8. CONC. CURB AND GUTTER PER DET. D1/LD500 9. CURB & SIDEWALK CONNECTION PER DET. B2/LD500 10. CONC. MOWSTRIP PER DET. C2/LD500 11. DECOMPOSED GRANITE PAVING PER DET. C3/LD500 12. FOREVERLAWN FUSION PRO SYNTHETIC TURF SYSTEM, OR APPROVED EQUAL PER DET. B3/LD500 13. CONC. WHEELSTOP PER DET. A3/LD501 14. ACCESSIBLE PARKING PER DET. C1/LD501. 15. ACCESSIBLE CURB RAMP PER DET. Al/LD501. 16. RETAINING WALL PER DET. Al/LD503. 17. PICKLEBALL COURT LAYOUT PER DET. Al/LD502 18. 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. Al 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/LD504 35. ENTRY MONUMENT SIGN PER DET. Al/LD504. 1 36. COURTSIDE SHADE STRUCTURE PER LD508, OR APPROVED EQUAL. 37. PAVILION/RESTROOM BUILDING RE: ARCH SHEETS 38. PLANTER AREA DRAIN INLET PER DET. A4/LG500. 39. TRENCH DRAIN PER DET. B4/LG500. II 40. WATER METER RE: CIVIL SHEETS 41. CLEANOUT RE: CIVIL SHEETS 42. STORM DRAIN JUNCTION BOX RE: CIVIL SHEETS 43. LIGHT FIXTURE RE: ELEC SHEETS 44. ELECTRICAL TRANSFORMER RE: ELEC SHEETS 45. ELECTRICAL POWER PANEL RE: ELEC SHEETS 46. HEAT PUMP RE: MECH SHEETS 47. 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 SHEETS 48. 2" BOMANITE COLORED CONC. TOPPING MIX WITH ROCK SALT FINISH AT STRUCTURAL SLAB TO BE PROVIDED / INSTALLED BY TEXAS BOMANITE, 49.- MURDOCK ADA COMPLIANT-, BI-LEVEL DRINKING FOUNTAIN -(MODEL #M-C76B WITH UNDERGROUND FREEZE -RESISTANT VALVE FOR TWO BOWLS (MODEL #FRU2) AS MANUFACTURED BY MURDOCK MFG., 800-453-7465, OR APPROVED EQUAL. 3 PAVING & JOINTING LAYOUT LEGEND DIJ DOWELED ISOLATION JOINT PER DET. A2/LD500 SAWN CONTROL JOINT PER DET. A3/LD500 r 6" CONCRETE PAVING ON COMPACTED SUBGRADE 5" CONCRETE PAVING ON COMPACTED SUBGRADE HEAVY SANDBLAST CONCRETE FINISH MEDIUM BROOM & TROWELED EDGE CONCRETE FINISH Il MEDIUM BROOM & TROWELED EDGE 1 CONCRETE FINISH AT STRUCTURAL SLAB FOREVERLAWN FUSION PRO SYNTHETIC TURF SYSTEM, OR APPROVED EQUAL STRUCTURAL CONCRETE PAVING (REF. STRUCTURAL SHEETS) NOTE: ALL PAVING ABUTTING THE STRUCTURAL SLAB OF THE BUILDING SHALL HAVE A THICKENED EDGE. 0 NORTH 20' Parkhill x E O L M .� U cf) am M CITY OF SOUTHLAKE 0 CLIENT City of Southlake 450 W Southlake Blvd, Southlake, TX 76092 PROJECT NO. 8125.21 KEY PLAN 3 05/12/2023 CCR 002 2 05/04/2023 S1002 1 01/11/2023 Addendum 03 - 12/12/2022 Issue for Bid # DA7 DESCRIPTION Construction Layout LCI 00 CONSTRUCTION NOTES EXAMINATION OF SITE WORK BEFORE SUBMITTING A BID, EACH BIDDER SHALL CAREFULLY EXAMINE THE SITE OF WORK. EACH BIDDER SHALL INFORM HIMSELF/HERSELF PRIOR TO BIDDING AS TO THE EXISTING CONDITIONS AND LIMITATIONS UNDER WHICH THE WORK IS TO BE PERFORMED, AND SHALL INCLUDE IN HIS/HER BID A SUM TO COVER ALL COSTS OF ALL ITEMS NECESSARY TO PERFORM THE WORK AS SET FORTH IN THE CONTRACT DOCUMENTS. NO ALLOWANCE WILL BE MADE TO ANY BIDDER BECAUSE OF LACK OF SUCH EXAMINATION OR KNOWLEDGE. THE SUBMISSION OF A BID SHALL BE CONSTRUED AS CONCLUSIVE EVIDENCE THAT THE BIDDER IS SUFFICIENTLY FAMILIAR WITH ALL RELEVANT CONDITIONS. CONCRETE FORMWORK AND REINFORCEMENT THE CONTRACTOR SHALL NOTIFY THE OWNER'S REPRESENTATIVE A MINIMUM OF 48 HOURS PRIOR TO THE PLANNED PLACEMENT OF CONCRETE. THE OWNER'S REPRESENTATIVE MUST HAVE OBSERVED AND APPROVED THE FORMWORK AND REINFORCEMENT PRIOR TO ANY PLACEMENT OF CONCRETE CONCRETE FINISH AND SAW JOINTS THE CONTRACTOR SHALL PROVIDE AND MAINTAIN ON THE SITE SAMPLE PANELS OF PAVEMENT 4' X 4' IN SIZE FOR EACH FINISH OF CONCRETE PAVEMENT. THE SURFACE FINISHES SHALL BE AS APPROVED BY THE OWNER'S REPRESENTATIVE. ANY CONCRETE PLACED WITH AN IMPROPER FINISH SHALL BE REMOVED AND REPLACED AT THE CONTRACTOR'S EXPENSE. ALL SAW JOINTS SHALL BE SAWN WITHIN 24 HOURS OF CONCRETE PLACEMENT. ANY CONCRETE SAWN LATER THAN THIS WHICH, IN THE OPINION OF THE OWNER'S REPRESENTATIVE, HAS EXCESSIVE SHRINKAGE CRACKS DUE TO NOT HAVING BEEN SAWN SOON ENOUGH, SHALL BE REMOVED AND REPLACED AT THE CONTRACTOR'S EXPENSE. ALIGNMENT AND TANGENCY OF PAVEMENTS THE EDGES OF ALL FINISHED PAVING SHALL BE STRAIGHT OR SMOOTH CURVES (AS DELINEATED ON THE PLANS) WITH NO INTERRUPTIONS SUCH AS CHORDS, WAVES, JOGS, OR MISSED TANGENTS. PAVEMENT WITH SUCH INTERRUPTION SHALL BE REMOVED. CITY STANDARDS ALL WORK AND MATERIALS SHALL BE IN ACCORDANCE WITH THE CITY STANDARD SPECIFICATIONS, AND THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION. DIMENSIONS DIMENSIONS ARE TO BACKS OF CURBS, TO CENTERLINES OF FENCES, OR TO EDGES OF PAVEMENTS, UNLESS OTHERWISE INDICATED. WRITTEN AND NUMBERED DIMENSIONS HOLD PRECEDENCE OVER SCALED DIMENSIONS. ADJUSTMENTS IF THE CONTRACTOR BELIEVES IT IS NECESSARY TO MAKE AN ADJUSTMENT IN THE LAYOUT OR GRADE OF PROPOSED IMPROVEMENTS, SUCH AN ADJUSTMENT SHALL BE PROPOSED TO THE OWNER'S REPRESENTATIVE. NO ADJUSTMENT WILL BE PERMITTED UNTIL IT HAS FIRST BEEN APPROVED BY THE OWNER'S REPRESENTATIVE. pmd O IQ A 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. CONTROL POINT #1 CONTROL POINT #2 CONTROL POINT #3 60d Nail 60d Nail 'X' Cut in Curb N - 7028590.004 N - 7028622.215 N - 7028616.881 E - 2380909.228 E - 2381091.805 E - 2381263.497 ELEV. - 643.09 ELEV. - 643.11 ELEV. - 642.03 Parkhill ` x 115 116 117 8 •+ + 108 LPO + •+ � O o 41'-0" LPO 1 11 1414 118 a 39 101 •� 3 41 fo 102 � 50'-0° � S 37 35 136 _ 136'-0" 119 6 109 LP �..r Dumr�+ ® CD1120 58 57'-0" i� 1(LLD �/ / is FA n U WV JQ n 4VVjVj pREFnr, . NO 4q/1/E PAVING & JOINTING LAYOUT LEGEND DIJ DOWELED ISOLATION JOINT PER DET. A2/LD500 SAWN CONTROL JOINT PER DET. A3/LD500 6" CONCRETE PAVING ON COMPACTED SUBGRADE 5" CONCRETE PAVING ON COMPACTED SUBGRADE HEAVY SANDBLAST CONCRETE FINISH MEDIUM BROOM & TROWELED EDGE CONCRETE FINISH MEDIUM BROOM & TROWELED EDGE CONCRETE FINISH AT STRUCTURAL SLAB FOREVERLAWN FUSION PRO SYNTHETIC TURF SYSTEM, OR APPROVED EQUAL STRUCTURAL CONCRETE PAVING (REF. STRUCTURAL SHEETS) NOTE: ALL PAVING ABUTTING THE STRUCTURAL SLAB OF THE BUILDING SHALL HAVE A THICKENED EDGE. ®® NORTH \ � \ \ 0 20' 40' CITY OF SOUTHLAKE 0 CLIENT City of Southlake 450 W Southlake Blvd, Southlake, TX 76092 PROJECT NO. 8125.21 KEY PLAN 2 05/12/2023 CCR 002 1 05/04/2023 Sl002 - 12/12/2022 Issue for Bid # DA7 DESCRIPTION Coordinate Layout LCI 01 Al NORTHING/FASTING POINT SCHEDULE POINT NORTHING FASTING 1 N 7028606.79345 E 2380966.11291 2 N 7028610.319 E 2380965.34769 3 N 7028610.64254 E 2380975.34246 4 N 7028620.62836 E 2380965.01396 5 N 7028623.724 E 2380967.91993 6 N 7028620.72542 E 2380968.01239 7 N 7028624.18617 E 2380982.90822 8 N 7028616.75903 E 2380990.33535 9 N 7028648.8137 E 2380982.11098 10 N 7028649.01249 E 2380988.25174 11 N 7028639.1643 E 2380998.09992 12 N 7028638.9876 E 2381000.16234 13 N 7028631.97543 E 2381007.29231 14 N 7028628.08634 E 2381004.46388 15 N 7028624.60096 E 2381007.94927 16 N 7028629.8343 E 2381009.43344 17 N 7028628.3343 E 2381047.90351 18 N 7028623.26811 E 2381080.1379 19 N 7028624.26153 E 2381081.25247 20 N 7028623.38764 E 2381086.25247 21 N 7028622.39655 E 2381087.1193 22 N 7028620.85715 E 2381097.47803 23 N 7028624.80682 E 2381098.11065 24 N 7028623.04939 E 2381108.06298 25 N 7028619.11798 E 2381107.32534 26 N 7028616.20047 E 2381121.21427 27 N 7028652.37597 E 2381013.55071 28 N 7028642.22479 E 2381017.54167 29 N 7028652.37597 E 2381030.08581 30 N 7028660.00097 E 2381030.08581 31 N 7028660.00097 E 2380995.08581 32 N 7028680.30966 E 2380995.08581 33 N 7028693.00097 E 2380991.20495 34 N 7028698.46115 E 2380986.6551 35 N 7028724.00097 E 2380991.20495 36 N 7028724.00097 E 2381002.08581 37 N 7028728.30401 E 2380979.73935 38 N 7028739.58715 E 2380964.5716 39 N 7028746.58687 E 2380971.57132 40 N 7028739.97202 E 2380981.26332 41 N 7028742.63858 E 2380982.05496 42 N 7028748.50097 E 2380979.73935 43 N 7028748.50097 E 2381003.58581 44 N 7028748.50097 E 2381053.58581 45 N 7028668.50097 E 2381053.58581 46 N 7028668.50097 E 2381003.58581 47 N 7028655.41243 E 2381069.90351 48 N 7028677.38639 E 2381069.90225 49 N 7028677.38639 E 2381097.30976 50 N 7028694.00097 E 2381066.94518 51 N 7028702.00097 E 2381066.94518 52 N 7028702.00097 E 2381072.94518 53 N 7028694.00097 E 2381072.94518 54 N 7028694.00097 E 2381094.30976 55 N 7028702.00097 E 2381094.30976 56 N 7028702.00097 E 2381100.30976 57 N 7028694.00097 E 2381100.30976 58 N 7028711.00097 E 2381055.08581 59 N 7028756.53485 E 2381055.08581 60 N 7028773.18735 E 2381112.08581 E a r N O M N N O N i 61 N 7028711.00097 E 2381112.08581 62 N 7028708.00097 E 2381112.08581 63 N 7028702.00097 E 2381112.08581 64 N 7028694.00097 E 2381112.08581 65 N 7028688.00097 E 2381112.08581 66 N 7028685.00097 E 2381112.08581 67 N 7028719.00097 E 2381065.08581 68 N 7028734.00097 E 2381065.08581 69 N 7028749.00097 E 2381065.08581 70 N 7028719.00097 E 2381102.08581 71 N 7028734.00097 E 2381102.08581 72 N 7028749.00097 E 2381102.08581 73 N 7028764.00097 E 2381102.08581 74 N 7028677.00097 E 2381102.08581 75 N 7028662.00097 E 2381102.08581 76 N 7028647.00097 E 2381102.08581 77 N 7028632.33427 E 2381102.08581 78 N 7028629.8343 E 2381097.32018 79 N 7028629.8343 E 2381112.08581 80 N 7028622.50097 E 2381113.58581 81 N 7028686.50097 E 2381113.58581 82 N 7028686.50097 E 2381249.58581 83 N 7028622.50097 E 2381249.58581 84 N 7028694.00097 E 2381135.58581 85 N 7028702.00097 E 2381135.58581 86 N 7028694.00097 E 2381159.58581 87 N 7028702.00097 E 2381159.58581 88 N 7028694.00097 E 2381203.58581 89 N 7028702.00097 E 2381203.58581 90 N 7028694.00097 E 2381227.58581 91 N 7028702.00097 E 2381227.58581 92 N 7028694.00097 E 2381240.33581 93 N 7028702.00097 E 2381240.33581 94 N 7028708.00097 E 2381249.58581 95 N 7028688.00097 E 2381249.58581 96 N 7028709.50097 E 2381113.58581 97 N 7028773.50097 E 2381113.58581 98 N 7028773.50097 E 2381249.58581 99 N 7028709.50097 E 2381249.58581 100 N 7028674.16508 E 2381000.32864 101 N 7028742.49907 E 2381000.31431 102 N 7028742.48972 E 2381056.84173 103 N 7028674.19271 E 2381056.85122 104 N 7028626.65296 E 2381110.59389 105 N 7028678.60989 E 2381110.57206 106 N 7028715.49571 E 2381109.57233 107 N 7028767.49115 E 2381109.57495 108 N 7028767.45225 E 2381253.56614 109 N 7028715.44421 E 2381253.58513 110 N 7028680.50197 E 2381253.54524 111 N 7028628.49075 E 2381253.55175 112 N 7028708.47643 E 2381064.30953 113 N 7028749.25097 E 2381002.83581 114 N 7028749.25097 E 2381054.33581 115 N 7028774.25097 E 2381112.83581 116 N 7028774.25097 E 2381147.58616 117 N 7028774.25097 E 2381215.58616 118 N 7028750.25099 E 2381250.33581 119 N 7028727.25099 E 2381250.33581 120 N 7028708.75097 E 2381250.33581 121 N 7028680.46966 E 2381095.80976 ParkhillCIO am *ma 05/12/2023 O V � s a� O ■� m CLIENT City of Southlake 450 W Southlake Blvd, Southlake, TX 76092 PROJECT NO. 8125.21 KEY PLAN 2 05/12/2023 CCR 002 1 05/04/2023 S1002 - 12/12/2022 Issue for Bid # DATE DESCRIPTION Coordinate Schedule LCI 02 Parkhill GENERAL NOTES 1. 2. 3. 4. 5. 6. 7. 8. 9. 10 16 17. 18. 19. 20. K. PROJECT IS DESIGNED TO AND SHALL CONFORM TO THE REQUIREMENTS OF IMC 2021 AND IPC 2021. 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. 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. ENTIRE INSTALLATION, INCLUDING MATERIALS, EQUIPMENT AND WORKMANSHIP SHALL CONFORM WITH ALL APPLICABLE LAWS, CODES AND REGULATIONS. APPLICABLE STANDARDS AND REGULATORY BODIES HAVE JURISDICTION OVER THE CLASS OF WORK. MATERIAL AND EQUIPMENT SHALL HAVE STAMPS OR SEALS OF AHRI, ASME, UL OR ASTM. 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. THE CONTRACTOR SHALL OBTAIN AND PAY FOR ALL PERMITS, LICENSES, DOCUMENTS AND SERVICES RELATED TO INSTALLATION OF THE WORK. 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. 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. RUN ALL HORIZONTAL DOMESTIC COLD WATER, DOMESTIC HOT WATER, AND VENT PIPING ABOVE THE CEILING UNLESS OTHERWISE NOTED. MAKE PIPE PENETRATIONS OF ALL WALLS WITH SLEEVES AS NOTED IN THE SPECIFICATIONS. DO NOT INSTALL EQUIPMENT, PIPING OR DUCTWORK OVER ANY ELECTRICAL EQUIPMENT OR ELECTRICAL SERVICE SPACE. LAYOUT OF PIPING IS DIAGRAMMATIC. RUN ALL EXPOSED PIPING AS HIGH AS POSSIBLE UNLESS OTHERWISE NOTED. ALLOW FOR RISES, DROPS AND OFFSETS AS REQUIRED. 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. 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. FLASHING DETAILS FOR PIPES PENETRATING THE ROOF SHALL BE COORDINATED WITH ARCHITECTURE DETAILS. 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. CONTRACTOR TO PROVIDE MEANS TO CLEAR CONDENSATE DRAIN LINE WITHOUT CUTTING THE DRAIN LINE. NOT ALL SYMBOLS OR ABBREVIATIONS ARE USED. PIPING LEGEND DUCTWORK SYMBOLS - DOMESTIC COLD WATER - - DOMESTIC HOT WATER �❑ CEILING MOUNTED TRANSFER GRILLE - - - DOMESTIC HOT WATER RETURN SEWER TRANSFER DUCT TURNED DOWN - VENT ROUND DUCT TURNED UP CD CONDENSATE DRAIN AT AUXILIARY DRAIN � `T THERMOSTAT G NATURAL GAS RD ROOF DRAIN PIPING OD OVERFLOW DRAIN PIPING FLUID FLOW DIRECTION O PIPE TURNED UP -_ PIPE TURNED DOWN PLUMBING SYMBOL LEGEND BUTTERFLY VALVE BALL VALVE CHECK VALVE >< GATE VALVE PRESSURE REDUCING VALVE FLANGE III UNION k:71 STRAINER PLUG VALVE GAS REGULATOR El CONNECT TO EXISTING POINT OF DISCONNECT P.O.D PLUMBING PLAN „ A3 1/4" = 1'-0.' FA5 NORTH OFFICE 101 MECHANICAL PLAN 1 /4" = 1'-0" r 3/4" IDU-2 WOMENS 102 0 0 X KEY NOTES AS INDICATED BY: 0- 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 HEATPUMPS PROVIDE LOCKABLE COVER -FOR THERMOSTAI�� 8 REFER TO CIVIL FOR CONTINUATION. APPROXIMATE INVERT T BFF. 3/4 EF-1 072 ii UH-1 I 3/4" HVLS-1 1 1 NORTH N & Copp, v a j B.R. -A. BLO6 T j 115111 LENS.•' ��= S/ONAL� 5/12/2023 x E O i2 M i V O ■� m co CITY OF SOUTHLAKE 0 CLIENT City of Southlake 450 W Southlake Blvd Southlake, TX 76092 PROJECT NO. 8125.21 KEY PLAN 2 05/12/2023 CCR-002 1 05/01/2023 Permit Comment Response - 07/08/2022 Permit Set # DAT DESCRIPTION Mechanical and Plumbing Plans M P I I I ,�i�/�,= SOUTHLAKE PUBLIC WORKS 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 CITY OF SOUTHLAKE Project No. 2022-59 You are hereby instructed to comply with the following changes from the Contract Plans and Specifications: SUMMARY OF CHANGES Description Change in Change in (Detailed Explanation Attached) Contract Price' Contract Time (Days) 10 1. Revised Scope of Work for installation of $47,526.05 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 Change in Contract Price and Work Days $47,526.05 10 Net 'Deduction 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) CCO02.........................................................................$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 SOUTHLAKE PUBLIC WORKS TIME EXTENSION: CCO 3.........................................................10 NEW TOTAL WORKING DAYS: ............................................... 193 LAST DAY OF WORK: .................................................. 10/26/2023 CITY OF SOUTHLAKE Project No. 2022-59 SOUTHLAKE PUBLIC WORKS CHANGE ORDER DETAIL Change Order No.: 3 Project No.: 2022-59 Description: CITY OF SOUTHLAKE Project No. 2022-59 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: SOUTHLAKE PUBLIC WORKS 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 Acceptance by the Contractor: Date: July 24, 2023 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. Proiect Enaineer 3912 E Mckinney St Denton, TX 76205 Phone:940-220-5500 Project Southlake Pickleball Complex PO# #22300682 Attention Mamerto Estepa Contract Date 03/21/2023 OH&P 15% NR Project# 22N-097 Start Date 04/17/2023 Compl Date 10/13/2023 Today's Date 07/21/2023 Proposed Change Order STRUCTION NORTH ROCK1 PCO #3 Original Contract Amount $ 3,663,583.57 Previous Change Orders $21,486.48 Current Change Order $47,526.05 Revised Contract Amount $3,732,596.10 Original Contract Day 180 Previous Added Days 3 Current CO Days Added 10 Revised Contract Days 193 Line Quantity Unit Description Unit Total Item OCO #3 Price Price 1 1 LS $ 41,327.00 $ 41,327.00 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'. 2 1 LS $ $ 3 1 LS $ $ 4 1 LS $ $ $ $ 5 1 LS 6 1 EA Subtotal $ 41,327.00 3 1 LS Overhead / Bond / Profit 15% $ 6,199.05 Total Add: $ 47,526.05 Deductions 1 1 EA $ 2 1 LS $ LS $ Total Deduct: $ Total: $ 47,526.05 Date: Friday, July 21, 2023 North Rock Construction Garrett Harden (Protect Engineer) Accepted By: Parkhill CONSTRUCTION CHANGE REQUEST #00" PROJECT: Southlake Bicentennial Pickleball Complex Southlake, TX TO CONTRACTOR: North Rock Construction 3912 E. McKinney St. Denton. TX 76208 DATE: June 5, 2023 1 ®Owner CONTRACT DATE: ®Architect ARCHITECT'S PROJECT ®Contractor NUMBER: 8125.21 OWNER'S PROJECT NUMBER: ®Other 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: ❑x Add to / ❑ Credit Contract Sum Additional days requested for this CCR: 10 $47,526.05 ❑Credit / ❑Deduct Contingency $ ❑ Owner ❑ CMAR ❑ Credit / ❑Deduct Allowance $ TOTAL CCR Attachment: Breakdown (Name of Allowance) $47,526.05 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) \\Data1\Projects3\2021\8125.21\05_CONSTR\04_CHANGE\01_CCR\CCR 003\8125.21-CC R_Chang e_Request.docx Parkhill.com Electrical Site Plan POLE FIXTURE SCHEDULE FIXTURE TYPE MOUNTING LABEL MOUNTING HEIGHT FIXTURE QUANTITY kW LOAD A B P 1-P4 40' 2 0.80 2 P5-P8 40' 2 0.80 2 1 0.58 1 P9-P12 40' 2 0.80 2 1 0.58 1 1 12 32 14.24 Kw 24 8 LIGHTING FIXTURE SCHEDULE TYPE CATALOG NUMBER LAMP WATTAGE LUMENS QUANTITY A B TLC-LED-400 TLC-LED-600 LED 5700K - 75 CRI LED 5700K - 75 CRI 40OW 60OW 46,500 65,600 24 8 32 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. GENERAL NOTES 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. KEY NOTES AS INDICATED BY: 00 2 000NTRACTOR NEW PAD -MOUNT UTILITY TRANSFORMER (BY UTILITY). 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 2 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-1 G1 U. 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. 2 PROVIDE PULL BOX FOR DATA CABLING. 14. PRIMARY SERVICE LINE FROM EXISTING UTILITY DTRANSFORMER 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 2 WORK. 15. EXISTING PAD -MOUNT UTILITY TRANSFORMER TO REMAIN. Parkhill 06/05/2023 x 4� E O� V L I. O .v m Cn am m" CITY OF SOUTHLAKE Lf CLIENT City of Southlake 450 W Southlake Blvd, Southlake, TX 76092 PROJECT NO. 8125.21 M 2 06/05/2023 CCR 003 1 01/11/2023 Addendum 03 - 12/12/2022 Issue for Bid # DATE DESCRIPTION Electrical Site Plan Al 1 "=20'-0" NORTH Eml 00 GIRO VES ELECTRICAL SERVICE, INC. 2410 SQUIRE PLACE, FARMERS BRANCH, TEXAS 75234, 972-242-7439 FAX 972-446-2143 ELECTRICAL and MECHANICAL, CONTRACTING and SERVICE ,-roveselectrical@verizon.net TECL17392 "SINCE 1968" 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 gw6f 8rCXWw AUTHORIZED SIGNATURE PO # ESTIMATOR, BILLY BROWN FOR ACCEPTANCE PLEASE SIGN AND RETURN ONE COPY. PAYMENTS TO BE COD OR NET IOTH 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. SOUTHLAKE PUBLIC WORKS 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 CITY OF SOUTHLAKE Project No. 2022-59 You are hereby instructed to comply with the following changes from the Contract Plans and Specifications: SUMMARY OF CHANGES Description Change in Change in (Detailed Explanation Attached) Contract Price' Contract Time (Days) 1. Per Construction Chagne Request #004 $8,745.75 8 (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". Net Change in Contract Price and Work Days $8,745.75 8 'Deduction 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 CCO01........................................................................ ($2,838.32) CCO 02.........................................................................$24,324.80 CCO 03.........................................................................$47,526.05 CCO04........................................................................... $8,745.75 TOTAL..................................................................... $3,741,341.85 =��If SOUTHLAKE PUBLIC WORKS 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 ,Wl1 CITY OF SOUTHLAKE S SOUTHLAKE Project No. 2022-59 PUBLIC WORKS 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: =��If SOUTHLAKE PUBLIC WORKS 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 Acceptance by the Contractor: Date: August 3, 2023 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: 08/03/2023 Title: Garrett Harden, Project Manager Parkhill CONSTRUCTION CHANGE REQUEST #004 PROJECT: Southlake Bicentennial Pickleball Complex Southlake, TX TO CONTRACTOR: North Rock Construction 3912 E. McKinney St. Denton. TX 76208 DATE: July 12, 2023 CONTRACT DATE: ARCHITECT'S PROJECT NUMBER: 8125.21 OWNER'S PROJECT NUMBER: ®Owner ®Architect ®Contractor ®Other 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: ®Add to / ❑ Credit ❑Credit / ❑Deduct ❑ Credit / ❑Deduct TOTAL CCR Attachment: Breakdown Contract Sum Contingency ❑ Owner ❑ CMAR Allowance Additional days requested for this CCR: 8 $ 8,745.75 (Name of Allowance) $ 8,745.75 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. By: (Signature) Date: Approved Additional Time \\Data1\Projects3\2021\8125.21\05_CONSTR\04_CHANGE\01_CCR\CCR 004\8125.21-CC R_Chang e_Request.docx Parkhill.com GENERAL NOTES KEY NOTES Parkhill I 0 N N N m N O N N N N ry LIGHTING FIXTURE SCHEDULE TYPE ELECTRICAL DATA MANUFACTURER MODEL LAMP DESCRIPTION G 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 COLOR TEMPERATURE. 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 AS REQUIRED. A. 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 MILLWORK, 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. AS INDICATED BY: ( — 1. 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 1 SYSTEM CONTRACTOR. 10. POWER FOR DATA RACK UPS. MOUNT RECEPTACLE AT 48" AFF. 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 1 CONTRACTOR PRIOR TO ROUGH -IN. 18. MINI REFRIGERATOR POWER. > WP WP/GFCI WP/GFCI G ❑o ❑o ❑p G G HVLS-1 0 J i GE GE v PA- 34 " W P G PA- 9 c? 15 15 ❑p $ WP/GFCI PA-8 J J jIcE J J ❑° ON 14 J HE HE PA- 2 UH-1 J 14 W G G M❑ H 0 IDU-2 �� H -2 IDU-2 G PA- 6 WH-1 PA- H H H H 5 >Wp - --- � 5 W P p W a CI > I III �� 0" PA- 28 HP-1 HE H = I GE HE 16 H = H HE OFFICE WP �® PA- 4 18 PA 5 Q A * M❑ - G 101 10 - HP-2 CCTV OFFI PA- 13 PA- 12 _ = PA- 3 PA 100N OME 3 �I MENS 99 CCTv 101 3 1 WOMENS MENS H HE - E ME S 13 PA- 37 6 WOMENS 1 4 J i PA- 2 IDU-1 102 EF-1 EF-2 104 III 102 104 .. • H P-3 1 C P r 102 - PA- 11 o � J J GG�� 60" 0 4 _ W P/G FC� n TV/60" I _ PANEL PA 1 1 WP/GFCI G OFFICE G GE G Q_W 1PLU NGCHASE 101 PLUMBING CHASE _____ P 103 103 PLUMBING CHASE 103 LIGHTING PLAN POWER PLAN COMMUNICATIONS PLAN 1 1 /8" = 1'-0" 0 4' 8' 16' „ NORTH Parkhill.com O � V a. Cn m CITY OF SOUTHLAKE CLIENT City of Southlake 450 W Southlake Blvd, Southlake, TX 76092 PROJECT NO. 8125.21 KEY PLAN 1 07/12/2023 CCR 004 - 12/12/2022 Issue for Bid # DATE DESCRIPTION Electrical Plans Eml I I n N N N M N O N N 0. N N ry PANELBOARD SCHEDULE PANELBOARD: MDP DISTRIBUTION: 208Y/120V, 3 PHASE, 4 WIRE SUPPLY FROM: LOCATION: MIN AIC RATING: 35000 MCB 200 A ENCLOSURE: NEMA 3R MOUNTING: SURFACE CKT TRIP AMPS POLES CIRCUIT DESCRIPTION A B C A B C CIRCUIT DESCRIPTION POLES TRIP AMPS CKT 1 150 A 3 PANEL "PA" 11855... 1840 VA PICKLE BALL LIGHT POLES P5, P6, P7, & P8 3 25 A 2 3 13542... 1840 VA 4 5 12177... 1840 VA 6 7 20 A 3 PICKLE BALL LIGHT POLES P1, P2, P3, & P4 1067 VA 1840 VA PICKLE BALL LIGHT POLES P9, P10, P 11, & P 12 3 25 A 8 9 1067 VA 1840 VA 10 11 1067 VA 1840 VA 12 13 -- 1 SPACE -- -- SPACE 1 -- 14 15 -- 1 SPACE -- -- SPACE 1 -- 16 17 -- 1 SPACE -- -- SPACE 1 -- 18 19 -- 1 SPACE -- -- SPACE 1 -- 20 21 -- 1 SPACE -- -- SPACE 1 -- 22 23 -- 1 SPACE -- -- SPACE 1 -- 24 25 -- 1 SPACE -- -- SPACE 1 -- 26 27 -- 1 SPACE -- -- SPACE 1 -- 28 29 -- 1 SPACE -- -- SPACE 1 -- 30 31 -- 1 SPACE -- -- SPACE 1 -- 32 33 -- 1 SPACE -- -- SPACE 1 -- 34 35 -- 1 SPACE -- -- SPACE 1 -- 36 37 -- 1 SPACE -- -- SPACE 1 -- 38 39 -- 1 SPACE -- -- SPACE 1 -- 40 41 -- 1 SPACE -- -- SPACE 1 -- 42 PHASE TOTALS LOAD CURRENT PHASE A 16602 VA 138 A PHASE B 18289 VA 153 A PHASE C 16924 VA 141 A TOTAL CONNECTED LOAD 51814 VA ESTIMATED DEMAND LOAD 51814 VA DEMAND LINE AMPS 144 A NOTES: MECHANICAL EQUIPMENT ELECTRICAL SCHEDULE MARK VOLTAGE PHASE NUMBER OF POLES PANEL CIRCUIT BREAKER CONDUIT CONDUCTOR DISCONNECT FUSE SIZE NOTE LOAD EF-1 120 V 1 1 PA 18 20 A 3/4" (2) #12 AWG + #12 GND 0 A 0 A 4 406 VA EF-2 120 V 1 1 PA 20 20 A 3/4" (2) #12 AWG + #12 GND 0 A 0 A 4 406 VA HP-1 208 V 1 2 PA 19,21 15 A 3/4" (2) #12 AWG + #12 GND 0 A 0 A 2 2912 VA HP-2 208 V 1 2 PA 22,24 15 A 3/4" (2) #12 AWG + #12 GND 0 A 0 A 2 2912 VA HP-3 208 V 1 2 PA 23,25 15 A 3/4" (2) #12 AWG + #12 GND 0 A 0 A 2 2912 VA IDU-1 208 V 1 2 PA 19,21 15 A 3/4" (2) #12 AWG + #12 GND 0 A 0 A 2 208 VA IDU-2 208 V 1 2 PA 22,24 15 A 3/4" (2) #12 AWG + #12 GND 0 A 0 A 2 208 VA IDU-3 208 V 1 2 PA 23,25 15 A 3/4" (2) #12 AWG + #12 GND 0 A 0 A 2 208 VA UH-1 208 V 1 2 PA 1,3 20 A 3/4" (2) #12 AWG + #12 GND 0 A 0 A 3 2500 VA WH-1 WH-2 208 V 1 2 PA 15,17 30 A 3/4" (2) #10 AWG + #10 GND (2) #10 AWG + #10 GND 0 A 0 A 1 5000 VA 5000 VA 208 V 1 2 PA 14,16 30 A 3/4" 0 A 0 A 1 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. PANELBOARD SCHEDULE PANELBOARD: PA MIN AIC RATING: 10,000 DISTRIBUTION: 208Y/120V, 3 PHASE, 4 WIRE MCB 150 A SUPPLY FROM: MDP ENCLOSURE: NEMA 1 LOCATION: OFFICE 101 MOUNTING: SURFACE CKT TRIP AMPS POLES CIRCUIT DESCRIPTION A B C A B C CIRCUIT DESCRIPTION POLES TRIP AMPS CKT 1 20 A 2 UH-1 1250 VA 720 VA MISCELLANEOUS RECEPTACLES 1 20 A 2 3 1250 VA 1000 VA WINE COOLER 1 20 A 4 5 20 A 1 DATA RACK UPS 1350 VA 1500 VA HAND DRYER 1 20 A 6 7 20 A 1 HAND DRYER 1500 VA 540 VA CANOPY RECEPTACLES 1 20 A 8 9 20 A 1 ICE MACHINE 1000 VA 552 VA CANOPY FAN 1 15 A 10 11 20 A 1 RECEPTACLE 720 VA 851 VA INDOOR LIGHTING 1 20 A 12 13 20 A 1 CANOPY LIGHTING 420 VA 2500 VA WH-2 2 20 A 14 15 20 A 2 WH-1 2500 VA 2500 VA 16 17 2500 VA 406 VA EF-1 1 20 A 18 19 15A 2 HP-1, IDU-1 HP-3, IDU-3 1560 VA 406 VA EF-2 1 20 A 20 2 21 1560 VA 1560 VA HP-2, IDU-2 2 15 A 22 23 15 A 2 1560 VA 1560 25 1560 VA 900 VA UTDO ECEP ES 1 20 26 27 20 A 1 SPARE 0 VA 720 VA RECEPTACLES OFFICE 101 1 20 A 28 29 20 A 1 POWER PEDESTALS 720 VA 20 VA PO R PE E ALS 1 0 0 31 20 A 1 SPARE 0 VA 360 VA GAT LOC 1 20 A 32 33 20 A 1 ELECTRIC LOCKS 180 VA 720 VA RESTROOM MAG LOCKS 1 20 A 34 35 20 A 1 TREE UPLIGHTS 110 VA 180 VA MAG LOCK OVERRIDE SWITCH 1 20 A 36 37 20 A 1 ACCESS CONTROL TIMER 180 VA 0 VA SPARE 1 20 A 38 39 20 A 1 SPARE 0 VA -- SPACE 1 -- 40 41 -- 1 SPACE -- -- SPACE 1 -- 42 PHASE TOTALS LOAD CURRENT NOTES: PHASE A 11855 VA 99 A TOTAL CONNECTED LOAD 37573 VA PHASE B 13542 VA 113 A ESTIMATED DEMAND LOAD 37573 VA PHASE C 12177 VA 102 A DEMAND LINE AMPS 104 A KEYED NOTES AS INDICATED BY:O---.— 1. 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, 30, 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, MAIN SERVICE P2, P3, AND P4 (CIRCUIT MDP-7,9,11) FROM LIGHTING CONTROL PANEL. BONDING JUMPER #4 SECTION IN EXOTHERMICALLY WELD TO 11. EXTEND (3) #6 AWG + #6 GND IN 3/4" CONDUIT FOR PICKLEBALL COURT LIGHT POLES P5-P12 AWG Cu MDP" REINFORCING BARS (CIRCUITS MDP-2,4,6 AND MDP-8,10,12) FROM LIGHTING CONTROL PANEL. EQUIPMENT (TYPICAL OF 2 GROUND BUS CU. CONDUCTOR IN PLACES) 8 CONCRETE 20' S' LONG 9 ' NEUTRAL MIN. - '2' BUS t. BUILDING STRUCTURAL STEEL CU GROUNDING DETAIL NITS #4 CU CONDUCTOR IN 3/4" RGC #4 CU l/ METAL UNDERGROUND WATER PIPE. BONDS WITHIN T OF ENTRANCE INTO BUILDING (IF AVAILABLE) (3)-3/4" X 10' COPPER CLAD DRIVEN GROUND RODS CONCRETE REINFORCING BARS PERPENDICULAR TO EACH OTHER EXISTING PAD MOUNTED UTILITY SERVICE TRANSFORMER ELECTRICAL RISER DIAGRAM NITS NEW PAD MOUNTED UTILITY SERVICE TRANSFORMER NEW DISTRIBUTION Panel "MDP" NEW Panel "LIGHTING CONTROL PANEL" NEW Panel "PA" Parkhill x E O V a. M i O Cn ■2 a CITY OF SOUTHLAKE 9 CLIENT City of Southlake 450 W Southlake Blvd, Southlake, TX 76092 PROJECT NO. 8125.21 KEY PLAN 2 07/12/2023 CCR 004 1 05/03/2023 CCR 001 - 12/12/2022 Issue for Bid # DATE DESCRIPTION Electrical Riser Diagram & Schedules E=501 3912 E Mckinney St Denton, TX 76205 Phone:940-220-5500 Project Southlake Pickleball Complex PO# #22300682 Attention Mamerto Estepa Contract Date 03/21/2023 OH&P 15% NR Project# 22N-097 Start Date 04/17/2023 Compl Date 10/13/2023 Today's Date 07/25/2023 Proposed Change Order STRUCTION NORTH ROCK1 PCO #4 Original Contract Amount $ 3,663,583.57 Previous Change Orders $82,592.10 Current Change Order $8,745.75 Revised Contract Amount $3,754,921.42 Original Contract Day 180 Previous Added Days 25 Current CO Days Added 8 Revised Contract Days 213 Line Quantity Unit Description Unit Total Item OCO #4 Price Price 1 1 LS furnish and install (4) Duplex receptacles in lieu of (1) $ 7,605.00 $ 7,605.00 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) %" and (1) 1" conduit stub up for relocation of Wall mounted Data Rack. 2 1 LS $ $ 3 1 LS $ $ 4 1 LS $ $ $ $ 5 1 LS 6 1 EA Subtotal $ 7,605.00 3 1 LS Overhead / Bond / Profit 15% $ 1,140.75 Total Add: $ 8,745.75 Deductions 1 1 EA $ 2 1 LS $ LS $ Total Deduct: $ Total: $ 8,745.75 Date: Tuesday, July 25, 2023 North Rock Construction Garrett Harden (Protect Engineer) Accepted By: GIRO VES ELECTRICAL SERVICE, INC. 2410 SQUIRE PLACE, FARMERS BRANCH, TEXAS 75234, 972-242-7439 FAX 972-446-2143 ELECTRICAL and MECHANICAL, CONTRACTING and SERVICE ,-roveselectrical@verizon.net TECL17392 "SINCE 1968" 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) 3/4" and (1) 1" conduit stub up for relocation of Wall mounted Data Rack. Price: $7,605.00 89�j 8V'ow-t i AUTHORIZED SIGNATURE PO # ESTIMATOR, BILLY BROWN FOR ACCEPTANCE PLEASE SIGN AND RETURN ONE COPY. PAYMENTS TO BE COD OR NET IOTH 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. ,�i�i�,= SOUTHLAKE PUBLIC WORKS 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 CITY OF SOUTHLAKE Project No. 2022-59 You are hereby instructed to comply with the following changes from the Contract Plans and Specifications: SUMMARY OF CHANGES Description Change in Change in (Detailed Explanation Attached) Contract Price' Contract Time (Days) 1. Relocation of existing 4" irrigation line due to $13,579.57 12 conflict with proposed retaining wall footing per Change Request #005 attached Net Change in Contract Price and Work Days $13,579.57 12 Deduction 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 CCO01........................................................................ ($2,838.32) CCO 02.........................................................................$24,324.80 CCO 03.........................................................................$47,526.05 CCO04...........................................................................$8,745.75 CCO05.........................................................................$13,579.57 TOTAL..................................................................... $3,754,921.42 SOUTHLAKE PUBLIC WORKS 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 CITY OF SOUTHLAKE SOUTHLAKE Project No. 2022-59 % PUBLIC WORKS 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: -Mill - SOUTHLAKE PUBLIC WORKS 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: Date: August 7, 2023 Project Manager 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 Parkhill CONSTRUCTION CHANGE REQUEST #005 PROJECT: Southlake Bicentennial Pickleball Complex Southlake, TX TO CONTRACTOR: North Rock Construction 3912 E. McKinney St. Denton. TX 76208 DATE: July 13, 2023 ®Owner CONTRACT DATE: ®Architect ARCHITECT'S PROJECT ®Contractor NUMBER: 8125.21 OWNER'S PROJECT NUMBER: ®Other 7/12/2023 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) Relocation of existing 4" irrigation line due to conflict with proposed retaining wall footing. Submitted By: James Pole Attachments: IR 100 CONTRACTOR'S RESPONSE: ®Add to / ❑ Credit ❑Credit / ❑Deduct Contract Sum Contingency ❑ Owner ❑ CMAR Additional days requested for this CCR: 12 $13,579.57 ❑ Credit / ❑Deduct Allowance $ TOTAL CCR Attachment: Breakdown (Name of Allowance) $ $13,579.57 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) \\Data1\Projects3\2021\8125.21\05_CONSTR\04_CHANGE\01_CCR\CCR 005\8125.21-CC R_Chang e_Request.docx Parkhill.com 3912 E Mckinney St Denton, TX 76205 Phone:940-220-5500 Project Southlake Pickleball Complex PO# #22300682 Attention Mamerto Estepa Contract Date 03/21/2023 OH&P 15% NR Project# 22N-097 Start Date 04/17/2023 Compl Date 10/13/2023 Today's Date 07/21/2023 Proposed Change Order STRUCTION NORTH ROCK1 PCO #5 Original Contract Amount $ 3,663,583.57 Previous Change Orders $69,012.53 Current Change Order $13,579.57 Revised Contract Amount $3,746,175.67 Original Contract Day 180 Previous Added Days 13 Current CO Days Added 12 Revised Contract Days 205 Line Item Quantity Unit Description OCO #5 Unit Price Total Price 1 1 LS Relocate irrigation mainline that is conflicting w/ the new retaining wall (See PFL quote for cost breakdown) $ 11,808.32 $ 11,808.32 2 1 LS $ - $ - 3 1 LS $ $ 4 1 LS $ $ $ $ 5 1 LS 6 1 EA Subtotal $ 11,808.32 3 1 LS Overhead / Bond / Profit 15% $ 1,771.25 Total Add: $ 13,579.57 Deductions 1 1 EA $ 2 1 LS $ LS $ Total Deduct: $ Total: $ 13,579.57 Date: Tuesday, March 7, 2023 North Rock Construction Garrett Harden (Protect Engineer) Accepted By: r 4,14ol .� I -ON -i- Job: 4281 Southlake Pickleball Complex For: Mainline relocation To: Garrett Harden NORTH ROCK Construction 525 S. Loop 288, Ste 105 Denton, TX 76205 Phone (903)253-7251 Email ghardenCcDnrockconstruction.com Qualification Mainline Relocation CHANGE ORDER QUOTE ALCC, LLC dba Perfect Finish Landscapin€ 5501 Fishtrap Rd. #331 Denton, TX 76208 Change No: 5 Date: 7/19/2023 Submitter: Marcus O'Dell Phone: (469) 526-4012 Email: marcus perfectfinishlandscaping.co Approved: ILINELTY UOM�DESCRIPTION = COMMENT I UNIT PRIG AMOUNT j 1 80 EA Irrigation Labor Hours $54.00 $4,320.00 2 224 LF 4in Class 200 Gasketed PVC $13.16 $2,947.84 3 3000 LF 14 Gauge Red Wire $0.15 $450.00 4 500 LF 12 Gauge White Wire $0.24 $120.00 5 2 LS Irrigation Materials 2 4in ductile iron T w/ megalu $563.22 $1,126.44 6 4 LS Irrigation Misc 4 4in ductile iron 90 w/ megal $312.46 $1,249.84 7 4 EA AMETEK Rect Box Purp Lid1 $64.00 $256.00 8 4 EA AMETEK Jumbo Box Gr Lid 1 $140.00 $560.00 9 100 LF 1.5in Sch 40 Pipe $2.67 $267.00 10 160 LF 1in Sch 40 Pipe $2.15 $344.00 11 L220 LF .75in Sch 40 Pipe $0.76 $167.20 /llama'? 0 j%11 Marcus O'Dell TOTAL $11,808.32 7/19/2023 .................. EXISTING UTILITIES CONTRACTOR MUST VERIFY LOCATION OF ALL OVERHEAD AND UNDERGROUND UTILITIES PRIOR TO CONSTRUCTION. CONTRACTOR z_2 SHALL COORDINATE WITH CITY OFFICIALS AND UTILITY COMPANIES LOCATE AND IN LOCATING UTILITIES. CONTRACTOR SHALL BE HELD RESPONSIBLE CONNECT TO EXISTING 4" FOR LOSSES DUE TO DAMAGE TO UTILITIES. LOCATION FOR ALL MAINLINE PIPE AND UTILITIES SHOWN ON PLANS ARE APPROXIMATE. CONTRACTOR SHALL CALL TEXAS 811, 1-800-344-8377. CONTROL WIRES. EXTEND 7 EXISTING, AVAILABLE 'W / 0 _ W CONNECT TO EXISTING 4" MAINLINE PIPE AND CONTROL WIRES. VALVE WIRES SERVED BY RE-ROUTED MAINLINE PIPE IS SHOWN UNDER SIDEWALK CONTROLLER "B" FROM THIS POINT FOR GRAPHIC CLARITY. INSTALL MAINLINE PIPE AND TO THE NEW VALVES. AND WIRES ON SOUTH SIDE OF SIDEWALK. 2„ A 1 B 57 I I EXISTING ZONE VALVE SERVING HEADS BETWEEN CURB AND SIDEWALK TO REMAIN. °+ 4 5/4 1 1/4 I 1 J 1/2 I /2 1/2 1/2 4 I/2 /.4 3/4 1 1/4 n 1/2 1/2 1/2 1/2 Dumpster Enclosure I " E-2 IS 1,500 1 1 /4 [•7 WINE 5/4 2 1 /2 o 0 I ®® 0 11/2" G 27 �1 1/2' 3/4 a77 1/2 1/2 — GAP, AND I/2 ILI 5/4 1 05/4 I I I/ + � 3/4 / + 3/4 1 /2 1 /2 + 4 1/2 I/2 2 I /2 1 1 /2 5/4 1 I I /2 2 1 /2 01 3/4 A DO EXISTING MAIN INE PIPE UNDER PR 1/2 1/2 3/4 1/2 1/2 1/2 1/2 12 2 1/2 1/2 2 1 2 1/2 Lp0 I I/2 1 1/2 I I /4 LOCATE AND CONNECT TO I" 1/4 1 1/4 1 1/2 LATERAL PIPE AT EXISTING SLEEVE. 1/2 1/2 + LEOEND NETAFIM TECHLINE CV SERIES DRIP TUBE IN SHRUB BED INSTALLED AT 2" DEPTH SEE INSTALLATION NOTE #15 REGARDING DRIP TUBE LAYOUT IN SHRUB BEDS. ❑ RAINBIRD #I402 PRESSURE COMPENSATING BUBBLER NOZZLE. ( TWO PER TREE ) m RAINBIRD ROOT WATERING SYSTEM #RWS-M-B-C-I402 (TWO PER TREE IN PAVEMENT ) • RAINBIRD #1504-PR5 POP UP SPRAY HEAD WITH MPR SERIES NOZZLE AS NOTED BELOW ® RAINBIRD XCZ-100-PRB-COM / 150-PRB-GOM SERIES AUTOMATIC DRIP VALVE ASSEMBLY WITH BALL VALVE, "ACLU -SET" PRESSURE REGULATOR AND SAME SIZE NETAFIM TECH FILTER - FOR "DRIP" ZONES. SET REGULATOR AT 30 P.S.I. RAINBIRD PESB SERIES ELECTRIC REMOTE CONTROL VALVE WITH BALL VALVE, NON POTABLE COVERS RAINBIRD #5RG QUICK GOUPLIN6 VALVE WITH 3/4" PVG BALL VALVE GLASS 200 PVC, MAINLINE PIPE, SOLVENT WELD TYPE. CONNECT TO EXISTING 4" DIAMETER PIPE WITH 4" X 2" GAL -AM SADDLE FITTING GLASS 200 ( EXCEPT 1/2 INCH #315 ) PVC, LATERAL PIPE ONE 4" GLASS 200 SLEEVE PIPE + 2 1/2" SPEARS SGH. 50 PVC, BALL VALVE INSTALLED IN II" x 1-1" RECTANGULAR VALVE BOX. CONNECT TO EXISTING MAINLINE L.I.G. SHALL SELECT MPR SERIES SPRAY NOZZLES FOR "HEAD -TO -HEAD" COVERAGE, ADJUSTED FOR NO OVERSPRAY ONTO WALLS AND WALKS. NO OVERSPRAY INTO STREETS IS PERMITTED. 2 1/2 D I I /2 46 + 2 5/4 1 1 /4 1 J 1 /2 QED PAVEMENT. 1/2 / 3/4 3/4 1111 5/4 3/4 1/2 I /2 I 5/4, 1/2 1 1 /4 1 1 /2 1 1 /4+ L PO 10 /2 1 /2 2 T ID F 2" 61 5/4 E-1500 55/4 + 1/2 1/2 + W® WV FH 1/2 1/2 4 NORTH 0 20' 40' WIPTOMMIUM "Op "a a THE CONTRACTOR SHALL V 1 S 1 T THE S 1 TE BEFORE CONSTRUCTION BEGINS TO BECOME FAMILIAR W 1 TH THE EXISTING SYSTEM LAYOUT. CONFIRM AUTOMATIC, OPERATION OF ALL EXISTING VALVES, OR NOTIFY THE OWNER IN WRITING OTHERWISE BEFORE NEW WORK BEGINS. REROUTE, REPAIR, OR REINSTALL EXISTING EQUIPMENT INCLUDING MAINLINE AND CONTROL WIRES AS REQUIRED TO MAINTAIN CONTINUED AUTOMATIC OPERATION OF ALL AREAS OUTSIDE THE LIMITS OF NEW WORK. PROTECT EXISTING EQUIPMENT WHICH IS INTENDED TO REMAIN WITHIN THE LIMITS OF NEW WORK. NEW SHRUB AND GROUND COVER BEDS SHALL RECEIVE NEW DRIP IRRIGATION AS INDICATED ON THE PLAN, INSTALLED AS DIRECTED IN INSTALLATION NOTES #I4. DISTURBED TURF AREAS SHALL RECEIVE NEW IRRIGATION OR RENOVATIONS TO THE EXISTING SYSTEM, PROVIDING COMPLETE 00\/ERA6E TO ALL AFFECTED AREAS. L.I.G. SHALL LOCATE AND CONNECT TO THE EXISTING SYSTEM MAINLINE AND VALVE WIRES. NEW OR RENOVATED TURF HEADS SHALL BE ZONED SEPARATELY FROM SHRUB IRRIGATION. GOORI�) I NAT I ON N I TH EX I ST I NO TREES NO MACHINE TRENCHING SHALL BE PERMITTED WITHIN THE ROOT ZONE OF EXISTING TREES. HAND -DIG ONLY, WITHIN THE ROOT ZONES OF EXISTING TREES. NO ROOTS OVER I" DIAMETER SHALL BE OUT. STAKE ALL PROPOSED TRENCH ROUTES NEAR EXISTING TREES FOR APPROVAL BY THE LANDSCAPE ARCHITECT BEFORE DIGGING BEGINS. LP O \ Jaynes dote IRRIGATION CONSULTANTS IRRIGATION DESIGN, GON5ULTING, AND LANDSCAPE WATER MANAGEMENT TEXAS L.I.G. #(055 PHONE: C140.245.2564 100 N. LOCUST ST., SUITE 3 FAX: Q40.552.24-15 DENTON, TEXAS 76201 iamesIgiamespoleirrlgation.com IRRIGATION IN TEXA5 IS REGULATED BY THE TEXAS GOMMISION ON ENVIRONMENTAL +p.x QUALITY (TOF-0) (MC-115) P.O. BOX I50a-I WaAerSensc T.C.E.O.'S WEB 51TE 15: WWW.TCEG.5TATE.TX.U5 PARTNEk Parkhill E O� V m O ■2c_i m_w »\2111M -23 Upd.i.d A UCM i➢•.\C"y of SIAK k. Llg>jpB CLIENT City of Southlake 450 W Southlake Blvd Southlake, TX 76092 PROJECT NO. 8125.21 2 07/12/2023 CCR 005 1 06/27/2022 Issue for Bid # DATE DESCRIPTION IRRIGATION PLAN IR 100 =��If SOUTHLAKE PUBLIC WORKS 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 CITY OF SOUTHLAKE Project No. 2022-59 You are hereby instructed to comply with the following changes from the Contract Plans and Specifications: SUMMARY OF CHANGES Description Change in Change in (Detailed Explanation Attached) Contract Price' Contract Time (Days) 1. Relocation of the existing electrical line at $4,519.50 0 the northeast corner of the site. The line is in conflict with the proposed grade beam and post -tensioned slab. Net Change in Contract Price and Work Days $4,519.50 0 'Deduction 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 CCO01........................................................................ ($2,838.32) CCO 02.........................................................................$24,324.80 CCO 03.........................................................................$47,526.05 CCO04...........................................................................$8,745.75 CCO05......................................................................... $13, 579.57 CCO 06........................................................................... $4,519.50 TOTAL..................................................................... $3,759,440.92 =��If SOUTHLAKE PUBLIC WORKS 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 CITY OF SOUTHLAKE SOUTHLAKE Project No. 2022-59 PUBLIC WORKS 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: SOUTHLAKE PUBLIC WORKS 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: Date: Project Manager 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 Southlake Pickleball Complex PO# #22300682 Attention Mamerto Estepa Contract Date 03/21/2023 OH&P 15% NR Project# 22N-097 Start Date 04/17/2023 Compl Date 10/13/2023 Today's Date 08/10/2023 Proposed Change Order STRUCTION NORTH ROCK1 PCO #6 Original Contract Amount $ 3,663,583.57 Previous Change Orders $91,337.85 Current Change Order $4,519.50 Revised Contract Amount $3,759,440.92 Original Contract Day 180 Previous Added Days 25 Current CO Days Added 8 Revised Contract Days 213 Line Item Quantity Unit Description OCO #6 Unit Price Total Price 1 1 LS Excavation and backfill of existing electrical conduits inside of retaining wall $ 1,800.00 $ 1,800.00 2 1 LS Relocate the existing circuit and conduit from outside of the retaining wall $ 1,770.00 $ 1,770.00 3 4 Hrs Testing $ 90.00 $ 360.00 4 1 LS $ - $ - $ $ 5 1 LS 6 1 EA Subtotal $ 3,930.00 3 1 LS Overhead / Bond / Profit 15% $ 589.50 Total Add: $ 4,519.50 Deductions 1 1 EA $ 2 1 LS $ LS $ Total Deduct: $ Total: $ 4,519.50 Date: Thursday, August 10, 2023 North Rock Construction Garrett Harden (Protect Engineer) Accepted By: 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 M o, 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 NORTH ROCK1 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. GIRO VES ELECTRICAL SERVICE, INC. 2410 SQUIRE PLACE, FARMERS BRANCH, TEXAS 75234, 972-242-7439 FAX 972-446-2143 ELECTRICAL and MECHANICAL, CONTRACTING and SERVICE zroveselectrical(d%verizon.net TECL17392 "SINCE 1968" 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 AUTHORIZED SIGNATURE PO # Assistant P. M. Christian Collazo FOR ACCEPTANCE PLEASE SIGN AND RETURN ONE COPY. PAYMENTS TO BE COD OR NET 10- 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 ofpiers, 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, 512463-6599: 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. SOUTHLAKE PUBLIC WORKS 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 CITY OF SOUTHLAKE Project No. 2022-59 You are hereby instructed to comply with the following changes from the Contract Plans and Specifications: SUMMARY OF CHANGES Description Change in Change in (Detailed Explanation Attached) Contract Price' Contract Time (Days) 1. Provision and installation of conduits and $ 9,014.85 3 conductors to repair unmarked damaged conduit. 2. Multiple revisions per CCR 07 & CCR 08, $ 23,631.35 12 and summarized in PCO #8 (all documents attached). Net Change in Contract Price and Work Days $ 32,646.20 15 'Deduction 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 CCO01........................................................................ ($2,838.32) CCO 02.........................................................................$24,324.80 CCO 03.........................................................................$47,526.05 CCO04...........................................................................$8,745.75 CCO05.........................................................................$13,579.57 CCO 06...........................................................................$4,519.50 CCO 07.........................................................................$32,646.20 TOTAL..................................................................... $3,792,087.12 =��If SOUTHLAKE PUBLIC WORKS 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 CITY OF SOUTHLAKE SOUTHLAKE Project No. 2022-59 PUBLIC WORKS 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 ,Wl1 CITY OF SOUTHLAKE S SOUTHLAKE Project No. 2022-59 PUBLIC WORKS 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: =��If SOUTHLAKE PUBLIC WORKS 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 Acceptance by the Contractor: Date: October 16, 2023 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 o incidental to this Change Order. Name: J� Date: 10/16/2023 Title: Garrett Harden, Project Engineer With exception to material delivery dates affected by the multiple plan revision, Le operable windows (10-12 week lead time). ,III/J, CITY OF SOUTHLAKE SOUTHLAKE Project No. 2022-59 PUBLIC WORKS CHANGE ORDER PROPOSAL FORM 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 GIRO VES ELECTRICAL SERVICE, INC. 2410 SQUIRE PLACE, FARMERS BRANCH, TEXAS 75234, 972-242-7439 FAX 972-446-2143 ELECTRICAL and MECHANICAL, CONTRACTING and SERVICE ,-roveselectrical@verizon.net TECL17392 "SINCE 1968" 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 8Q1 gvmmv AUTHORIZED SIGNATURE PO # ESTIMATOR, BILLY BROWN FOR ACCEPTANCE PLEASE SIGN AND RETURN ONE COPY. PAYMENTS TO BE COD OR NET IOTH 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. 3912 E Mckinney St Denton, TX 76205 Phone:940-220-5500 NORTH ROC N, Project Southlake Pickleball Complex PCO #8 PO# #22300682 Original Contract Amount $ 3,663,583.57 Attention Mamerto Estepa Previous Change Orders $95,857.35 Contract Date 03/21/2023 Current Change Order $23,631.35 OH&P 15% Revised Contract Amount $3,783,072.27 NR Project # 22N-097 Original Contract Day 180 Start Date 04/17/2023 Previous Added Days 33 Compl Date 11/30/2023 Current CO Days Added 14 Today's Date 09/25/2023 Revised Contract Days 227 Proposed Change Order Line Item Quantity Unit Description OCO #8 Unit Price Total Price 1 1 LS Revised operable window detail per CCR7 (Cost above original bid) $ 1,781.00 $ 1,781.00 2 1 LS Add power to egress gate on east side of project per CCR 7 $ 6,418.00 $ 6,418.00 3 1 LS Add egress gate and signage per CCR 7 $ 1,850.00 $ 1,850.00 4 5 DY Saturday work for North Rock Construction (5 man crew) $ 1,750.00 $ 8,750.00 5 1 LS Cut and patch wall at egress gate location to meet revised grading plan per CCR 7 $ 1,750.00 $ 1,750.00 6 Cost of additional AV handholes included in previous change order. $ - $ - Subtotal $ 20,549.00 3 1 LS Overhead / Bond / Profit 15% $ 3,082.35 Total Add: $ 23,631.35 Deductions 1 1 EA $ 2 1 LS $ LS $ Total Deduct: $ - Total: $ 23,631.35 Date: Monday, September 25, 2023 North Rock Construction Garrett Harden (Project Engineer) Accepted Bv: Parkhill CONSTRUCTION CHANGE REQUEST #007 PROJECT: Southlake Bicentennial Pickleball Complex Southlake, TX TO CONTRACTOR: North Rock Construction 3912 E. McKinney St. Denton. TX 76208 DATE: August 29, 2023 I ®Owner CONTRACT DATE: 03/21/2023 ®Architect ARCHITECT'S PROJECT ®Contractor NUMBER: 8125.21 OWNER'S PROJECT NUMBER: ®Other 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: ❑X Add to / ❑ Credit Contract Sum ❑Credit / ❑Deduct Contingency ❑ Owner ❑ CMAR ❑ Credit / ❑Deduct Allowance TOTAL CCR Attachment: Breakdown Additional days requested for this CCR: 0 $ 23, 631.35 (Name of Allowance) $ 23, 631.35 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. By: (Signature) Date: Approved Additional Time \\Data1\Projects3\2021\8125.21\05_CONSTR\04_CHANGE\01_CCR\CCR 007\8125.21-CC R_Chang e_Request.docx Parkhill.com CONSTRUCTION NOTES EXAMINATION OF SITE WORK BEFORE SUBMITTING A BID, EACH BIDDER SHALL CAREFULLY EXAMINE THE SITE OF WORK. EACH BIDDER SHALL INFORM HIMSELF/HERSELF PRIOR TO BIDDING AS TO THE EXISTING CONDITIONS AND LIMITATIONS UNDER WHICH THE WORK IS TO BE PERFORMED, AND SHALL INCLUDE IN HIS/HER BID A SUM TO COVER ALL COSTS OF ALL ITEMS NECESSARY TO PERFORM THE WORK AS SET FORTH IN THE CONTRACT DOCUMENTS. NO ALLOWANCE WILL BE MADE TO ANY BIDDER BECAUSE OF LACK OF SUCH EXAMINATION OR KNOWLEDGE. THE SUBMISSION OF A BID SHALL BE CONSTRUED AS CONCLUSIVE EVIDENCE THAT THE BIDDER IS SUFFICIENTLY FAMILIAR WITH ALL RELEVANT CONDITIONS. CONCRETE FORMWORK AND REINFORCEMENT THE CONTRACTOR SHALL NOTIFY THE OWNER'S REPRESENTATIVE A MINIMUM OF 48 HOURS PRIOR TO THE PLANNED PLACEMENT OF CONCRETE. THE OWNER'S REPRESENTATIVE MUST HAVE OBSERVED AND APPROVED THE FORMWORK AND REINFORCEMENT PRIOR TO ANY PLACEMENT OF CONCRETE CONCRETE FINISH AND SAW JOINTS THE CONTRACTOR SHALL PROVIDE AND MAINTAIN ON THE SITE SAMPLE PANELS OF PAVEMENT 4' X 4' IN SIZE FOR EACH FINISH OF CONCRETE PAVEMENT. THE SURFACE FINISHES SHALL BE AS APPROVED BY THE OWNER'S REPRESENTATIVE. ANY CONCRETE PLACED WITH AN IMPROPER FINISH SHALL BE REMOVED AND REPLACED AT THE CONTRACTOR'S EXPENSE. ALL SAW JOINTS SHALL BE SAWN WITHIN 24 HOURS OF CONCRETE PLACEMENT. ANY CONCRETE SAWN LATER THAN THIS WHICH, IN THE OPINION OF THE OWNER'S REPRESENTATIVE, HAS EXCESSIVE SHRINKAGE CRACKS DUE TO NOT HAVING BEEN SAWN SOON ENOUGH, SHALL BE REMOVED AND REPLACED AT THE CONTRACTOR'S EXPENSE. LFP ALIGNMENT AND TANGENCY OF PAVEMENTS THE EDGES OF ALL FINISHED PAVING SHALL BE STRAIGHT OR SMOOTH CURVES (AS DELINEATED ON THE PLANS) WITH NO INTERRUPTIONS SUCH AS CHORDS, WAVES, JOGS, OR MISSED TANGENTS. PAVEMENT WITH SUCH INTERRUPTION SHALL BE REMOVED. CITY STANDARDS ALL WORK AND MATERIALS SHALL BE IN ACCORDANCE WITH THE CITY STANDARD SPECIFICATIONS, AND THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION. DIMENSIONS DIMENSIONS ARE TO BACKS OF CURBS, TO CENTERLINES OF FENCES, OR TO EDGES OF PAVEMENTS, UNLESS OTHERWISE INDICATED. WRITTEN AND NUMBERED DIMENSIONS HOLD PRECEDENCE OVER SCALED DIMENSIONS. ADJUSTMENTS IF THE CONTRACTOR BELIEVES IT IS NECESSARY TO MAKE AN ADJUSTMENT IN THE LAYOUT OR GRADE OF PROPOSED IMPROVEMENTS, SUCH AN ADJUSTMENT SHALL BE PROPOSED TO THE OWNER'S REPRESENTATIVE. NO ADJUSTMENT WILL BE PERMITTED UNTIL IT HAS FIRST BEEN APPROVED BY THE OWNER'S REPRESENTATIVE. 4q/ ,E O IQ A 0 y ►�� ►i 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. CONTROL POINT #1 CONTROL POINT #2 CONTROL POINT #3 60d Nail 60d Nail 'X' Cut in Curb N - 7028590.004 N - 7028622.215 N - 7028616.881 E - 2380909.228 E - 2381091.805 E - 2381263.497 ELEV. - 643.09 ELEV. - 643.11 ELEV. - 642.03 KEY NOTES AS INDICATED BY: 00 1. 6" CONC. PAVING ON COMPACTED SUBGRADE PER DET. D2/LD500 2. 5" CONC. PAVING ON COMPACTED SUBGRADE PER DET. A3/LD500 \\ 3. 5" BOMANITE ALLOY EXPOSED AGGREGATE CONC. PAVING TO BE PROVIDED / INSTALLED BY TEXAS BOMANITE, 972-484-8465, OR APPROVED EQUAL. COLOR TO BE SELECTED FROM FULL RANGE. �\ 4. 5" BOMANITE COLORED CONC. PAVING WITH ROCK SALT FINISH TO BE � PROVIDED / INSTALLED BY TEXAS BOMANITE, 972-484-8465, OR APPROVED �\ EQUAL. COLOR TO BE SELECTED FROM FULL RANGE. 5. STRUCTURAL CONC. PAVING SLAB RE: STRUCT. SHEETS 6. PAVING AT BUILDING SLAB PER DET. D1/LD500 7. CONNECTION TO EX. CONC. PER DET. B1/LD500. 8. CONC. CURB AND GUTTER PER DET. D1/LD500 9. CURB & SIDEWALK CONNECTION PER DET. B2/LD500 10. CONC. MOWSTRIP PER DET. C2/LD500 11. DECOMPOSED GRANITE PAVING PER DET. C3/LD500 \ 12. FOREVERLAWN FUSION PRO SYNTHETIC TURF SYSTEM, OR APPROVED EQUAL PER DET. B3/LD500 13. CONC. WHEELSTOP PER DET. A3/LD501 14. ACCESSIBLE PARKING PER DET. C1/LD501. 15. ACCESSIBLE CURB RAMP PER DET. Al/LD501. 1 16. RETAINING WALL PER DET. Al/LD503. I 17. PICKLEBALL COURT LAYOUT PER DET. Al/LD502 18. 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. Al 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. II 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/LD504 35. ENTRY MONUMENT SIGN PER DET. Al/LD504. 1 36. COURTSIDE SHADE STRUCTURE PER LD508, OR APPROVED EQUAL. 37. PAVILION/RESTROOM BUILDING RE: ARCH SHEETS 38. PLANTER AREA DRAIN INLET PER DET. A4/LG500. 39. TRENCH DRAIN PER DET. B4/LG500. II 40. WATER METER RE: CIVIL SHEETS 41. CLEANOUT RE: CIVIL SHEETS 42. STORM DRAIN JUNCTION BOX RE: CIVIL SHEETS 43. LIGHT FIXTURE RE: ELEC SHEETS 44. ELECTRICAL TRANSFORMER RE: ELEC SHEETS 45. ELECTRICAL POWER PANEL RE: ELEC SHEETS 46. HEAT PUMP RE: MECH SHEETS P 47. 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 SHEETS 48. 2" BOMANITE COLORED CONC. TOPPING MIX WITH ROCK SALT FINISH AT STRUCTURAL 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 3 #M-C76B WITH UNDERGROUND FREEZE -RESISTANT VALVE FOR TWO BOWLS (MODEL #FRU2) AS MANUFACTURED BY MURDOCK MFG., 8 -4 -746 R PPROV D UAL 0. 4FT ID CHAI LINK A E IT PAN C ARIDA E PER E . A3/ D 06 WV 4 (wv�, j PAVING & JOINTING LAYOUT LEGEND DIJ DOWELED ISOLATION JOINT PER DET. A2/LD500 SAWN CONTROL JOINT PER DET. A3/LD500 r 6" CONCRETE PAVING ON COMPACTED SUBGRADE 5" CONCRETE PAVING ON COMPACTED SUBGRADE HEAVY SANDBLAST CONCRETE FINISH MEDIUM BROOM & TROWELED EDGE CONCRETE FINISH Il MEDIUM BROOM & TROWELED EDGE 1 CONCRETE FINISH AT STRUCTURAL SLAB FOREVERLAWN FUSION PRO SYNTHETIC TURF SYSTEM, OR APPROVED EQUAL STRUCTURAL CONCRETE PAVING (REF. STRUCTURAL SHEETS) NOTE: ALL PAVING ABUTTING THE STRUCTURAL SLAB OF THE BUILDING SHALL HAVE A THICKENED EDGE. AI 0 NORTH 20' Parkhill 08/28/2023 x E O L � a M U cf) am M CITY OF SOUTHLAKE 0 CLIENT City of Southlake 450 W Southlake Blvd, Southlake, TX 76092 PROJECT NO. 8125.21 KEY PLAN 4 08/28/2023 CCR 007 3 05/12/2023 CCR 002 2 05/04/2023 S1002 1 01/11/2023 Addendum 03 - 12/12/2022 Issue for Bid # DA7 DESCRIPTION Construction Layout LCI 00 GRADING NOTES NOTES THE EARTHWORK FOR THIS PROJECT IS A NECESSARY AND • ALL SPOT GRADES ARE TOP OF PAVING GRADES UNLESS OTHERWISE NOTED. INCIDENTAL PART OF THE WORK. IN THE CASE THAT THE CROSS SLOPES OF SIDEWALKS ARE NOT TO EXCEED 2.0%. EARTHWORK DOES NOT BALANCE, THE CONTRACTOR IS • LONGITUDINAL SLOPES OF SIDEWALKS ARE NOT TO EXCEED 5.0%. a �� RESPONSIBLE FOR ANY ADDITIONAL COSTS ASSOCIATED WITH HAUL TURFGRASS SLOPES ARE NOT TO EXCEED 25%. OFF OR IMPORT. THE TOTAL COST SHALL BE INCLUDED IN THE BID • SLOPES ON ACCESSIBLE ROUTE SHALL NOT EXCEED 4.5% LONGITUDINAL i PROPOSAL AS A LUMP SUM. PAYMENT WILL NOT BE MADE ON A UNIT PRICE BASIS OR BY ANY OTHER SEPARATE MEASURED PAYMENT-• SLOPE AND 1.5% CROSS SLOPE. , �o METHOD. GRADING LEGEND , 1. BASE BID SHALL INCLUDE ALL EARTHWORK NECESSARY TO ' ESTABLISH THE FINISHED GRADES AS SHOWN ON THIS PLAN. NO 898 EXISTING 1' CONTOUR �Q SEPARATE PAYMENT WILL BE MADE. __-- 900 ---_ EXISTING 5' CONTOUR 2. REFER TO SPECIFICATIONS FOR DISPOSAL OF EXCESS 898 PROPOSED 1' CONTOUR MATERIAL. '900 PROPOSED 5' CONTOUR BC 647.56 Gut 647.08 1 3. CONTRACTOR SHALL STRIP, STOCKPILE AND RE -SPREAD A 898.50 PROPOSED SPOT GRADE Stop Sign 647.45 I MINIMUM OF 6" OF TOPSOIL IN ALL DISTURBED AREAS. IN AREAS BC 647.51 J OF CUT, THE GRADE SHALL BE EXCAVATED TO 6" BELOW FINISH TP TOP OF PAVEMENT Gut 647.01 GRADE, THEN TOPSOIL SHALL BE RE -SPREAD ABOVE THE SUB TG TOP OF GRADE GRADE ELEVATION. TC TOP OF CURB Stop Sign 646.90 BC 646.90 4. ALL EARTHWORK SHALL CONFORM TO THE GEOTECHNICAL BR BOTTOM OF RAMP Gut 646.42 REPORT. TR TOP OF RAMP 4" PVC w/ Cap 646.98 LP 646.72 Q 5. THE TOPOGRAPHIC SURVEY FOR THIS PROJECT SHALL BE DONE BW BOTTOM OF WALL BC 646.67 Gut 646.17 N g0 BY AN INDEPENDENT REGISTERED, LICENSED SURVEYOR TW TOP OF WALL OG� APPROVED BY THE OWNER. THE SURVEYS SHALL BE SIGNED AND SEALED BY THE APPROVED SURVEYOR. MEG MATCH EXISTING GRADE 62" Tree 46.52 OC co �/ DIRECTION OF FLOW EOC 2"Tree 646.61 % 6. CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS AND TI TOP OF INLET/DRAIN Vt, 646.42 BC 646.35 GRADES, NEW OR EXISTING PRIOR TO CONSTRUCTION, NOTIFY SD SLOT DRAIN Gut 645.86 -__ " Tree 46.91 THE ENGINEER OF ANY DISCREPANCIES WITH EXISTING OR NEW : ' 2" Tree-- EOC I CONDITIONS. THE CONTRACTOR SHALL EMPLOY A LICENSED LP LOW POINT 2" Tree 646.32 C ►� !(6 ; ' - 648`60'"' PUBLIC SURVEYOR TO SET ALL GRADES, SPOT ELEVATIONS, HP HIGH POINT PVC w/ Cap 646.05 Gut 645.50 BC 645.98 645.91 646.E IcV FLOW LINES, ETC. I ' 646 - _ � EO 43 I 1 ; 646.77 645.68 2" Tree `• Gut 645.19 645.87� , EOC 1� L Top 6 CAFp55" TG 47.50 \ 646.30 6S�j 648.27, 47 4" PVC w/ Cap 645.49 TW 46.65 _ -� BC 645.41 LP 645.19 f �----' 4" PVC w/ Ca 644.68 TG 45.90 ✓ ! Toe Gut 644.92 Sj� --------------- BC 643.44 p EOC TW 47.15 BC 645.08 2" Tree � � 45.92 -6 646.18 Gut 642.95 BC 643.82 4" PVC w/ Cap 644.98 Gut 644.60 645.E 0 46`,_ TG 46.93 2" Tree Gut 643.37 gC 644.29 BC 644.69 645.22 TW 46.15 cp 643.73 BC Gut 64 .46 Gut 644.24 2" Tree 644.77 �, ` _ c, EOC �-P TG 45.90 TG 46.59 LP 643.90 Gut 643.84 2" Tree 644.34 2" Tree 644.77 TW 46.15 145.33 %If TG 45.55 TW 46.65 TW 47.15 TP 44.80 EOC jIC� O TP 44.80 TG 46.25 TG 46.25 EOC 643 75 1 ----_t �: 3K 644.80 � O ' TW 45.32 EOC 644 7R L 0 4 TG 44.86 TW 45.32 _ ^ �5�~ TP 44.58 EO -��EQC 6aAF� Sta 644.46 TG 44.86 TG 45.07 _�g TW 46.15 BC 644.32 Gut 643.86 I `` BC 644.80 TP 44.90 .••. TG 44.50 .82 TW 45.82 TG 45.05 TG 45.57 `.6 Gut 644.35 �g� Ls--j I - . I TP 44.50 TW 45.82 TG 45.57 TP 44.50 TP `643.40 TP k r 643.57 �� Wall 6 Wall a i TW 45.40 TG 44.35 TP 44.50 O O k BC 644.56`� Gut 644.05- BC 644.48 Gut 643.96 J BC 644.50 TP 44.50 J TI 43.65 - o _ 1 ` TP 44.30 ITS 44.851 TP 44.00 TP 44.28 BC 643.73 Gut 643.97 i I TP 43.93 TP 43.93 Gut 643.27 HP I I I BS 44.35 TP 44.19 TP 44.25 4" Tree TG 44.06 TS 45.35 TP 43.93 TP 43.79 4" Tree 643.75 I I TP 44.27 TP 643.72 gC 643.94 TI 43.65 I TP 44.18 TP 44.18 `643.07 Gut 643.43 + TP 44.15 I ,� TP 44.15 TP 44.15 TP 43.92 I I TP 44.19 BC 644.0 TP 44 17 I I TP 44.20 TP 44.11 643.21 LP , Gut 643.49 = TP 44.19 ' Dumpster J J TS 44.60 TP 43.90 TP 44.11 " " ® TP 44.11 43.73 Wall 643.52 BS 44.10 TP 43.79 TI 43.31 A3.25 \ L BC 644.06 TW 45.15 644 BC 643.75 LP 643.54 Gut 64 .06 Dumpster ` TP 44.10 TP 44.04 644 TP 43.711 TP 43.82 TP 44.06 / B J TP 43.85 Gut 643 " TS 45.10 TP 44.04 _ TP 44.04 ` TP 43,80 644 - TP 43.91 TP 43.90 TP 43.82 TG 43.74 - TP 43.90 N� TP 44.04 `�`.` I TP 43.84 TG 43.43 TP 43.84 TP 43.88 TP 43.96 TP 43.84 43.75 TI 43.72 TI 43.72 43.94 TI 43.72 TP 43.85 TG 43.15 TP 43.77 TP 43.77 TI 42.90 644• �` TP 43.70 HP TP 43.80 TG 43.98 TP 43.88 T43.90 TI 43.23 ` TP 44.10 TP 43.90 TP 44.00 O TP ` 17 TP 43.80 P +` 642.77 1?\ 43.62 ` �� TP 43.93 TG 43.67 TP 43.85 ` MEG TP 43.76 �I � TP 44.00 _- 04 ------- TC 43.50 `TP 642.77 BC 43.00 k TP TC 43.20 --------- BC 42.70 TP 44.00 MEG TC 43.45 rn BC 42.95 W Cont 60d ail MEG Elev 641 ()Q TP 43.46 TP 43.75 TP 43.58 6 4" Tree Fy + 643.11 TP 44.00 TP 43.96 TP 43.96 TP 43.90 644 - L _ TP 43.84 TC/TR 44.00 MEG TS 43.90 MEG TC/TR 43.88 TP 43.50 TP 43.96 BC 43.48 TP 43.54 MEG MEG TP 43.48 TP 43.98 TC 44.04 TP 43.44 MEG TC/TR 44.07 BR/TP 43.54 TC/TR 43.95 MEG o� BC 43.55 bU 043.5U Gut 643.07 8" Tree - 642.42 6" 8" Twin Tree 642.38 BC 643.05 po, TP 43.55 � TP 43.50 61 TP 43.48 TP 43.23 i h i �� TP 43.17 cow i TP 43.37 TP 43.28 LP� 642.1b guu t 64242 FR�c Z)O M �qNE BC 643.14 Gut 642.66 -- BC 642.87 Gut 642.431 1 I 643.97 "t 643.51 642---------.\` u BC 646.63 Gut 646.22 _ , ' BC 646.66 BC 646.94 Gut 646.23 � \ Gut 646.52 TP / 1 645.25 - rTP i I 645.56 61Q i X TW 47.65 TG 47.30 TW 47.65 TP 44.80 TG 46.93 TW 47.65 TG 45.50 TP 44.60 TW 46.65 i i TG 45.50 TW 46.65 TG 45.00 TP 44A TW 45.65 TG 45.00 I TP 44.27 LlTP 44.19 I o TP 44�11 TP 44.04 TW 43.50 •--64/- BW 41.80 } TP 43.50 641.88 O 641 EOC 641.69 EOC641.38`\\}` LP 64 BC 641.87 ----------- I EOC Gut 641.41 I EOC / Gut 641.50 641.70 I BC 642.16 _ Gut 641.74 -- 4 BC 642.18 - Gut 641.71 Inlet / BC 643.19 BC 642.17 Gut 642.46 Gut 641.68 Inlet / BC 643.22 Gut 642.55 BC 643.69 BC 643.25 Gut 643.23 Gut 642.78 Curb Inlet 643.27 rn TP 44.18 TG 44.04 / BC 645.3 f Gut 644.5 i r BC 645.01 i ----- / Gut 644.59 BC 644.87 ' Gut 644.39 i i A_ BC 644.61 Gut 644.11 TW 45.65 TG 44,25 ; 644.61 TW 44.65 ut 644. TG 44.32 1 TW 44.65/TG 44.00 TP 44.26 /Q 2 643 BC 642.64 63 Gut 642.31 BC 642.40 in Gut 642.01 i Found X-Cut 1 642.32 I / I 64 I Tr e J L BC 642.27.,, 42.26 , Gut 641.74 I 1 � BC 642.07 + 643 Gut 641.57 WV CP BC 642.02 WV® WV FH TP 43.48 3C 642.09 LP TG 43.00 Gut 641.57 O rol Point 3 Do Not Enter \ ,- Gut in Curb 642.10 Sign �lev = 642.03 `� 10 BC 641.99 BC 642.09 ' Gut 641.49 Gut 641.55 BC 643.59 �% ---- - Gut 643.11 _ -- BC 643.35 i I Gut 643.73 1 .� Gut 642.87 Do Not Enter i I / Stop Sign 643.57 1 I i Curb Inlet 643.20 J011 ^� I I a 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. CONTROL POINT #1 CONTROL POINT #2 CONTROL POINT #3 60d Nail 60d Nail 'X' Cut in Curb N - 7028590.004 N - 7028622.215 N - 7028616.881 E - 2380909.228 E - 2381091.805 E - 2381263.497 ELEV. - 643.09 ELEV. - 643.11 ELEV. - 642.03 NORTH 0 20' 40' Parkhill 08/28/2023 O V _ a V O ■2 W cn a CLIENT City of Southlake 450 W Southlake Blvd, Southlake, TX 76092 PROJECT NO. 8125.21 KEY PLAN 2 08/28/2023 CCR 007 1 05/04/2023 Sl002 - 12/12/2022 Issue for Bid # DATE DESCRIPTION Grading Plan LGI 00 Parkhill cn E o_ Sri N N O N N M CUSTOM MARAP STRUCTURE Bl RECREATION OR APPROVE PER SHE B3 6 4FT CHAIN LINK FENCE PER DET. B2/LD502 4FT CHAIN LINK GATE PER DET. A2/LD502 3-ROW BLEACHER AS MANUFACTURED BY STURDISTEEL CO., SCHULTZ INDUSTRIES INC. OR APPROVED EQUAL. CONTACT TODD GLAESMANN (800) 433-3116 ACCESSIBLE SEATING (TYP.) DEDUCT ALTERNATE NO. 01 BLEACHER SEATING ENLARGEMENT 1 "=5' END CORNER & PULL POST 4" O.D. SCH 40 GALV PIPE ,�� 4 FT CHAIN LINK FENCE TRANSITION 1 /2" = 1 '-0" L_BLEACHER_ENLG f1 $" O.D. SCH. 40 GAL. PIPE RAIL (TYP) r-- KNUCKLED SELVAGE RE MESH ON RTS 6'_ORNA_FENC_01.dwg w Q A3 32" MIN - 48" MAX NOTE: ADJACENT FENCING VARIES, SEE PLANS BASIS OF DESIGN: LOCINOX SAMSON-2 HYDRAULIC GATE CLOSER 4" SCH 40 OR 4" HSS TUBE BASIS OF DESIGN: BADASS SHUT IT GATE HEAVY DUTY BARREL HINGE 4" x 24" LATCH GUARD BASIS OF DESIGN: DETEX EXIT DOOR / PANIC BAR HARDWARE KIT WITH ALARM, COLOR: BLACK, ALL LOCKS / HARDWARE SHALL MATCH BUILDING DOOR HARDWARE TO BE LOCATED 34" - 48" ABOVE FINISHED GRADE FRAME AT TOP OF PLATE TO MATCH GATE FRAME 1/4" KICK PLATE ATTACH WITH (3) STAINLESS STEEL TAMPER PROOF ANCHORS EACH SIDE OF GATE GATE - MEANS OF EGRESS FROM BUILDING 3/8"=1 '-0" FN_CH_GATE_PB_KIK_PLT L 08/28/2023 x E O � L m O ■2 m cn am mw CITY OF SOUTHLAKE 9 CLIENT City of Southlake 450 W Southlake Blvd, Southlake, TX 76092 PROJECT NO. 8125.21 KEY PLAN 1 08/28/2023 CCR 007 - 12/12/2022 Issue for Bid # DAT DESCRIPTION Site Details LD506 73 D L0 N O N 00 N 00 N N GENERAL NOTES A. REFER TO ACCESSIBILITY STANDARDS SHEETS FOR TYPICAL MOUNTING HEIGHTS/LOCATIONS FOR TOILET ROOM ACCESSORIES. B. ALL INTERIOR WALLS ARE 8" EPDXY 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 INFORMATION N. 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 3 IN THE FIELD ALL CONDITIONS EFFECTING THEIR WORK. U. ALL WORK OF THE PROJECT SHALL BE PERFORMED CAREFULLY AND A-301 SKILLFULLY BY WORKERS ADEPT IN THEIR TRADES. b V. CARE SHALL BE TAKEN TO AVOID DISTURBANCE ON ADJACENT N FUNCTIONS / BUILDINGS. ALL WORK, DELIVERIES AND OTHER N 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 �B ADDENDUM OF INTERPRETATION OF THE CITED ERROR OR AMBIGUITY. NO SUBSEQUENT CLAIM FOR EXTRA WORK WILL BE ALLOWED ON N 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 N PROCEEDING. r Z. TV'S TO BE PURCHASED BY OWNER AND INSTALLED BY G.C. ' 0 Of 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, EPDXY PAINTED CMU WITH BULLNOSE EDGE AND SEALER, A PORTION OF A HOLLOW METAL ` FRAME (DOOR OR WINDOW). PROVIDE A SAMPLE FOR THE a` FASCIA / GUTTER COLOR, SOFFIT PANEL, GLAZED CMU a 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 IMAGE A-111/01 - EXISTING BUILDING THAT WILL BE IN DIRECT SUNLIGHT AT SOME SOUTHLAKE TENNIS CENTER BLDG. POINT IN THE DAY. 1 2' 3 22'-0" 21'-5" 1 2 A 301 1 / 1 A 301 6" CMU AT COLUMNS, TYP. STAINED AND EALED CONCRETE, , - ROUGH TROWI FINISH - - - CONCRETE COUNTER - - STAINLESS STEEL, WALL MOUNT, 12 OZ. CUP - DISPENSER - - - - - - - ICE MACHINE / DISPENSER - EXIT BUTTON F -R MAG LOCK - - - EXIT BUTTON FOR MAG LOCK - - - - - - - - 31-1 10 CD- - - - - - - - - co FULL - - - -- - - - - I HEIGHT STAINED AND E EALED CONCRETE ' , HEIGHT - - - - - - - MIRROR - - - - - - - - - - ROUGH TROWI FINISH a' MIRROR 4' - - 6, _ 8„ - 4, �5' " - 4 - - -o - - - - - - - - - CONCRETE CO JNTER - - - - - - - - - -------- WOMENS MENS - STAINLESS STE EL - - - - 104 COUNTER, PR VIDE /D _ _ GROMMET FOF DATA o�i o _i I Li� L1 LOCATIONS R F: ELEC. 3 - ' - - - - 9 / A-201 ,-�- --�--_ -- __'5/ A201' _ - - CONTINUOUS - - - - - - TRENCH DRAIN, - - - - - e - REF. PLUMBING S3 C)e - �1 - - N - ---->{Q - - Cih - 2'- 8„ a, - TV - - - e --- o e _.0 co - - - - - - - 6 S3 CD � _ U2 - - OX - - - -� - t - e - -X=77-7 - - ELECTRONIC CARS - - - �7 -- „ - - - , :�8 -- READER - , - T - - OFFICE - - - - o e I UMBING BURNISHED BLOCK - - - - 101 - - - e HASE WITH_SEALr----- - -- 5LBS. ARC - - - i- - 103 _ TYPICAL U1Ni.O. MULTIPURPOSE- A I Al - PORTABLE FIRE- - - - A A 1 - - EXTINGUISHER, - - �12 / A-201, ' 7 / A-201 - �� - S2 e - - - WALL MOUNTED � - - - 0 0 0 0 i 1 i 3 / A-201 2 3'-2" �' 18'-8" 3'-2" �' 21'-4" 3,-2" 49' - 6" FIRST FLOOR - ANNOTATED/DIMENSIONED FLOOR PLAN 1 /4" = 1 '-0" 0 3 -301 0 C N N r co N N 00 iD 00 r 00 <D 301 DOOR SCHEDULE DETAIL w W cn W cn 0 W �� w O Q Z W Z NCC � W 00 C� W 00 OQC = = a a Q REMARKS pp _ = 1 A HM 1 3/4" A-401 /01 A-401 /02 A-401 /02 A-401 /03 2 REMARK #1 2 A HM 1 3/4" A-401 /01 A-401 /02 A-401 /02 A-401 /03 1 MAG LOCK 3 A HM 1 3/4" A-401 /01 A-401 /02 A-401 /02 A-401 /03 1 MAG LOCK 4 B HM 1 3/4" A-401 /01 A-401 /02 A-401 /02 A-401 /03 4 5 C HM 1 3/4" A-401 /07 A-401 /08 A-401 /08 A-401 /09 3 OCCUPIED INDICATOR 6 C HM 1 3/4" A-401 /07 A-401 /08 A-401 /08 A-401 /09 3 OCCUPIED INDICATOR 7 D HM 1 3/4" A-401 /07 A-401 /08 A-401 /08 A-401 /09 3 OCCUPIED INDICATOR 8 D HM 1 1 3/411 1 A-401 /07 I A-401 /08 I A-401 /08 I A-401 /09 1 3 1 OCCUPIED INDICATOR DOOR 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). 2'-10" 3'-4" 3'-4" 3'-0" - 2'-6" 3'-0" 3'-0" 2'-8" o o HM HM A B DOOR TYPES ` BOND BOND ` BEAM BEAM ABOVE �� ABOVE o `� DOOR o `� DOOR OPEN OPEN AREA f AREA HM HM C D FINISH I FLOOR WINDOW SCHEDULE DETAIL W Q cn W W W j JAMB � Z >- Ill -SILL JAMB OH HEAD O 0 REMARKS 1 B A-401 /04 A-401 /05 A-401 /05 A-401 /06 Y SAFETY 2 C A-402/01 A-402/02 A-402/02 A-402/03 N SAFETY 3 A A-401 /04 A-401 /05 A-401 /05 A-401 /06 N FROSTED / SAFETY 4 A A-401 /04 A-401 /05 A-401 /05 A-401 /06 N FROSTED / SAFETY 5 A A-401 /04 A-401 /05 A-401 /05 A-401 /06 N FROSTED / SAFETY 6 A A-401 /04 A-401 /05 A-401 /05 A-401 /06 N FROSTED / SAFETY 7 A A-401 /04 A-401 /05 A-401 /05 A-401 /06 N FROSTED / SAFETY 8 A A-401 /04 A-401 /05 A-401 /05 A-401 /06 N FROSTED / SAFETY 9 A A-401 /04 A-401 /05 A-401 /05 A-401 /06 N FROSTED / SAFETY EAM11 TOP OF WINDO TO ALIGN WITH TOP OF DOOR EAM11 o 1" INSULATED, T SAFETY GLAZING, FROSTED AT RESTROOMS, TYP. J BURNISHED SOAP BURNISHED SOAP BLOCK, TYP. BLOCK, TYP. HM ALUM A B WINDOW TYPES 10'-01, TOP OF WINDOW TO ALIGN WITH TOP OF DOOR, TYP FRONT SASH MIDDLE SASH BACK SASH OPERABLE FIXED OPERABLE WITH LOCK WITH LOCK 1" INSULATED SAFETY GLAZING, TYP. THREE SASH WINDOW SYSTEM ALUM C A\ ROOM FINISH SCHEDULE m cn = = N C� Z N N Z W U_ Z z _ Z z z Q W J J Q J_ J_ O It ROOM NAME LL Q m W v W v REMARKS 101 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 I B1 I W1 C1 12' - 0" MATERIALS LEGEND F1 - RESINOUS FLOORING F2 - SEALED CONCRETE, ROUGH TROWL FINISH „ B1 - RESINOUS BASE B2 - NO BASE NORTH W1 - EPDXY PAINTED CMU C1 - PORTLAND CEMENT PLASTER W/ BATT INSULATION Parkhill 08/25/2023 x 0 c E O� Y a s � V 002 Im cn a CITY OF SOUTHLAKE CLIENT City of Southlake 450 W Southlake Blvd Southlake, TX 76092 PROJECT NO. 8125.21 KEY PLAN 1 08/28/2023 CCR-007 - 12/12/2022 Issue for Bid # DATE DESCRIPTION Floor Plan -First Floor Aml I I Parkhill ROOF RIDGE L 119' - 9" TO 112' - 0" 1ST FF EL 100' - 0" ROOF RIDGE LINE 119, - 9" TOW 1ST FF EL 100'-0" ROOF RIDGE LINE 119'-9" TOW 112'-0" 1ST FF EL 100'-0" ROOF RID, 119' - 9" TOW 112'-0" IISTFFEL 100, - 0" NORTH ELEVATION 3/16" = 1'-0" 21 EAST ELEVATION 1 3 1SOUTH ELEVATION A cnLJAI T cyINGLE ROOF D DOWNSPOUT TER DISPENSER MORTAR, MATCH EXISTING COUNTER, STAINED AND SEALED )ER, TYP. AGE LAY, PROVIDED BY OWNER BY G.C. WINDOW COUNTER, STAINED AND SEALED STEEL COUNTER E WATERTABLE WITH SEALER TONE WITH COLOR MATCHING ATCH EXISTING ;AST STONE AND STONE BASE aUTTER TO BE MOUNTED INST BRICK FACE, TYP. TONE BASE OGLE ROOF DOWNSPOUT DRTAR, MATCH EXISTING R, TYP. NDUSTRIAL FAN WATERTABLE WITH SEALER )NE WITH COLOR MATCHING FCH EXISTING ,ST STONE AND STONE BASE 1TTER TO BE MOUNTED ST BRICK FACE, TYP. )NE BASE n cnLJAI T cyINGLE ROOF E ADDRESS MARKER D DOWNSPOUT MORTAR, MATCH EXISTING )ER, TYP. =TAL WINDOW FRAME WITH SAFETY GLASS AGE E WATERTABLE WITH SEALER PONE WITH COLOR MATCHING ATCH EXISTING ;AST STONE AND STONE BASE aUTTER TO BE MOUNTED NST BRICK FACE, TYP. PONE BASE n cnLJAI T cyINGLE ROOF ID DOWNSPOUT MORTAR, MATCH EXISTING ETAL WINDOW FRAME WITH ) SAFETY GLASS DER, TYP. V PLAQUE WINDOW JAGE )ER E WATERTABLE WITH SEALER TONE WITH COLOR MATCHING IATCH EXISTING :,AST STONE AND STONE BASE SUTTER TO BE MOUNTED INST BRICK FACE, TYP. TONE BASE EPDXY PAINTED CMU SOAP DISPENSER HAND DRYER S.S. RECESS 3'X7' FULL HEIGHT MIRROR QUARTZ COUNTER AND BACKSPLASH ADA CABINET REF: A-402 / 04 CONTINUOUS TRENCH DRAIN MENS RESTROOM - NORTH 3/16" = 1'-0" EPDXY PAINTED CMU 3'X7' FULL HEIGHT MIRROR HAND DRYER S.S. RECESS SOAP DISPENSER QUARTZ COUNTER AND BACKSPLASH ADA CABINET REF: A-402 / 04 CONTINUOUS TRENCH DRAIN WOMENS RESTROOM - NORTH 3/16" = 1'-0" CAST STONE EPDXY PAINTED CMl MIRROR SOAP DISPENSER HAND DRYER S.S. RECESS QUARTZ COUNTER AND BACKSPLASH ADA CABINET REF: A-402 / 04 MENS RESTROOM - EAST 3/16" = 1'-0" EPDXY PAINTED CMU WOMENS RESTROOM - EAST 3/16" = 1'-0" FOLD DOWN BABY CHANGING TABLE ADA GRAB BAR TOILET TISSUE DISPENSER CONTINUOUS TRENCH DRAIN MENS RESTROOM - SOUTH 3/16" = 1'-0" WOMENS RESTROOM - SOUTH 3/16" = 1'-0" EPDXY PAINTED CMU CAST STONE CMU LINTEL BEAM HOLLOW METAL DOOR FOLD DOWN BABY CHANGING TABLE HOLLOW METAL FRAME EXTENDS TO FLOOR EPDXY PAINTED CMU CAST STONE CMU LINTEL BEAM FOLD DOWN BABY CHANGING TABLE HOLLOW METAL DOOR HOLLOW METAL FRAME EXTENDS TO FLOOR CAST STONE MIRROR SOAP DISPENSER HAND DRYER QUARTZ COUNTER AND BACKSPLASH ADA CABINET REF: A-402 / 04 EPDXY PAINTED CMU ADA GRAB BAR TOILET TISSUE DISPENSER FOLD DOWN BABY CHANGING TABLE CONTINUOUS TRENCH DRAINI 08/25/2023 x E �O V � � _ a mime V O 0v Im cn a CITY OF SOUTHLAKE CLIENT City of Southlake 450 W Southlake Blvd Southlake, TX 76092 PROJECT NO. 8125.21 KEY PLAN 1 08/28/2023 CCR-007 - 12/12/2022 Issue for Bid # DATE DESCRIPTION Elevations A=201 WEST ELEVATION 3/16" = 1'-0" MENS RESTROOM - WEST 3/16" = 1'-0" WOMENS RESTROOM -WEST 3/16" = 1'-0" n N N O N co N co NOTE: LENGTH OF CAST STONE TO BE PER MANUFACTURER STANDARDS 5 1/4' MASONRY FROG 1 5/8" 3 5/8" 3/4" 2 1/8" 3/4" CAST STONE WATER TABLE WITH SEALER N --- - - - --- - N 2 3/8" 2 1/8" 3/4" 5 1 /4" CAST STONE WATER TABLE CAST STONE DETAIL V i 3" = 1'-0" WALL AS SCHEDUL SLR_ SLOPE FINISH FLOOR FLOOR DRAIN DETAIL 3" = 1'-0" 23 5/8" 3" 1" 1'- 9 5/8" 1" 2 1/2" 1/2" CAST STONE 00 00 s ADDRESS MARKER 3" = 1'-0" =7 1/4" 0 ELEVATION NUMBERING TO BE 6" TALL, SECTION ARABIC FONT, RECESSED 1/4", PAINTED BLACK, VERIFY NUMBER LINE OF FINISH FLOOR 0 0 0 FIRE EXTINGUISHER - BRACKET MOUNT 3/4" = 1'-0" SEALANT AND NOTE: BACKER ROD APPLY SAND TO WET SEALANT TO REDUCE SHEEN BRICK EXPANSION JOINT DETAIL CMU COVE RESIN COVE 3/4" R, RESINOUS BASE 8 1 1 /2" = V-0" NOTE: APPLY SAND TO WET SEALANT SEALANT AND BACKER ROD STONE EXPANSION JOINT DETAIL 6" = V-0" ADJUSTABLE MASONRY ANCHOR 1 1 /2" = V-0" -AL LATH .,ITLAND CEMENT ONE PIECE CONTROI PORTLAND CEMENT PLASTER CONROL JOINT DETAIL 00nn1-7E: of nni IC: DEDICATION PLAQUE 3'—on LIGHT BACKGROUND DARK COLORED SYMBOLS RECESSED GRAPHIC 8\ MAX. T STRIKE FACE OF SYMBOL v U DOOR CENTER LINE OF SIGN `0 O U Ui\Q DARK COLORED ,,WOMEN LETTERS & BRAILLE TYPICAL RESTROOM SIGNAGE TYPICAL SIGNAGE 1 /4" = 1 '-0" 'EXT - TIMES ;OMAN 'EXT, TIMES )OMAN, TYP. 'EXT - TIMES ;OMAN -EXT, TIMES )OMAN, TYP. =XT - TIMES ;OMAN LIGHT BACKGROUND DARK COLORED LETTERS & BRAILLE NOTES: 1. 1/32" RAISED LETTERS (SANS SERIF FONT) AND GRADE 2 BRAILLE 2. PROVIDE SIGNAGE FOR MEN'S RESTROOM, WOMEN'S RESTROOM, PLUMBING CHASES AND OFFICE. 3. SIGNAGE TO BE ALUMINUM, FINISH TO MATCH DOOR HARDWARE IF POSSIBLE 4. SIGN TO MEET ADA REQUIREMENTS 1n 2 RAISED LETTERING BRONZE PLAQUE 112" DIA. PINS TO BE EXPDXIED THROUGH BRICK MASONRY AT LEAST 4" INTO CMU BRICK ON CMU NOTES: 1n SECTION B'- B' TRICAL TYPICAL SIGNAGE 8" MAX. T STRIKE FACE OF DOOR 00 O LL 1. NAMES MAY CHANGE BEFORE CONSTRUCTION. CONTRACTOR SHALL SUBMIT TO THE OWNER PROOF OF LAYOUT AND TEXT FOR REVIEW PRIOR TO FABRICATION. 2 PLAQUE SHALL BE FABRICATED WITH ANCHORING STUDS ON BACK FOR EMBEDEMENT AND ANCHORAGE. 3. DEDICATION PLAQUE TO BE MADE OF CAST BRONZE. - LETTERING TO BE BRONZE - BACKGROUND TO BE DARK BRONZE WITH MATTE FINISH %j Parkhill 08/25/2023 O � m a m _ s (D V O ■ Im cn a CITY OF SOUTHLAKE CLIENT City of Southlake 450 W Southlake Blvd Southlake, TX 76092 PROJECT NO. 8125.21 KEY PLAN 1 08/28/2023 CCR-007 - 12/12/2022 Issue for Bid # DATE DESCRIPTION Details A=502 N N 6" = 1'-0" 6" = 1'-0" 3" = 1'-0" Al Electrical Site Plan 1 "=20'-0" POLE FIXTURE SCHEDULE FIXTURE TYPE MOUNTING LABEL MOUNTING HEIGHT FIXTURE QUANTITY kW LOAD A B P 1-P4 40' 2 0.80 2 P5-P8 40' 2 0.80 2 1 0.58 1 P9-P12 40' 2 0.80 2 1 0.58 1 1 1 12 1 32 14.24 Kw 24 8 LIGHTING FIXTURE SCHEDULE TYPE CATALOG NUMBER LAMP WATTAGE LUMENS QUANTITY A B TLC-LED-400 TLC-LED-600 LED 5700K - 75 CRI LED 5700K - 75 CRI 40OW 60OW 46,500 65,600 24 8 32 NORTH 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. GENERAL NOTES 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. KEY NOTES AS INDICATED BY: 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-1 G1 U. 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. 5 EXISTING PAD -MOUNT UTILITY TRANSFORMER TO REMAIN. 16. OUTDOOR RATED EXIT SIGN MOUNTED ON GATE. PROVIDE COOPER LIGHTING: UX7-1-SD (OR APPROVED EQUAL). U COORDINATE EXACT LOCATION OF EXIT SIGN WITH LANDSCAPE PLANS. 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. Parkhill 08/25/2023 x 4� E O L s a� V 0.2 a Cn a Mw CITY OF SOUTHLAKE 0 CLIENT City of Southlake 450 W Southlake Blvd, Southlake, TX 76092 PROJECT NO. 8125.21 KEY PLAN 5 08/25/2023 CCR 007 4 06/02/2023 CCR 002 3 05/01/2023 Permit Comment Response 2 03/28/2023 Permit Comment Response 1 12/29/2022 Permit Comment Response - 07/08/2022 Permit Set # DATE DESCRIPTION Electrical Site Plan E=1 00 Parkhill CONSTRUCTION CHANGE REQUEST M PROJECT: Southlake Bicentennial Pickleball Complex Southlake, TX TO CONTRACTOR: North Rock Construction 3912 E. McKinney St. Denton. TX 76208 DATE: September 7, 2023 I ®Owner CONTRACT DATE: ®Architect ARCHITECT'S PROJECT ®Contractor NUMBER: 8125.21 OWNER'S PROJECT NUMBER: ®Other 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: ❑Add to / ❑ Credit Contract Sum $ ❑Credit / ❑Deduct Contingency $ ❑ Owner ❑ CMAR ❑ Credit / ❑Deduct Allowance $ TOTAL CCR Attachment: Breakdown Additional days requested for this CCR: 0 (Name of Allowance) $ 0.00 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) \\Data1\Projects3\2021\8125.21\05_CONSTR\04_CHANGE\01_CCR\CCR 008\8125.21-CC R_Chang e_Request.docx Parkhill.com Electrical Site Plan POLE FIXTURE SCHEDULE FIXTURE TYPE MOUNTING LABEL MOUNTING HEIGHT FIXTURE QUANTITY kW LOAD A B P 1-P4 40' 2 0.80 2 P5-P8 40' 2 0.80 2 1 0.58 1 P9-P 12 40' 2 0.80 2 1 1 0.58 1 1 12 1 32 1 14.24 Kw 1 24 1 8 LIGHTING FIXTURE SCHEDULE TYPE CATALOG NUMBER LAMP WATTAGE LUMENS QUANTITY A B TLC-LED-400 TLC-LED-600 LED 5700K - 75 CRI LED 5700K - 75 CRI 40OW 60OW 46,500 65,600 24 8 32 ®® NORTH 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. GENERAL NOTES 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. KEY NOTES AS INDICATED BY: • 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 3/41, 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 6 OTHER ASSOCIATED EQUIPMENT. 18. IN -GRADE PULL BOX FOR FORD AV EQUIPMENT CABLING. MOUNT PULL BOX ADJACENT TO LIGHT POLE. PROVIDE SPORTSFIELD SPECIALTIES: CBIT1815 COMBOX+ (OR APPROVED EQUAL) FOR AREAS WITHIN SYNTHETIC TURF. COORDINATE ALL OTHER REQUIREMENTS WITH FORD AV DRAWINGS PRIOR TO ORDERING AND INSTALLATION. 19. IN -GRADE PULL BOX FOR FORD AV EQUIPMENT CABLING. MOUNT PULL BOX ADJACENT TO LIGHT POLE. COORDINATE BOX DIMENSIONS AND ALL OTHER REQUIREMENTS WITH FORD AV DRAWINGS PRIOR TO ORDERING AND INSTALLATION. Parkhill 09/07/2023 x 0 0 E O L i O .v m Cn a CITY OF SOUTHLAKE 0 CLIENT City of Southlake 450 W Southlake Blvd, Southlake, TX 76092 PROJECT NO. 8125.21 KEY PLAN 6 09/07/2023 CCR 008 5 08/25/2023 CCR 007 4 06/02/2023 CCR 002 3 05/01/2023 Permit Comment Response 2 03/28/2023 Permit Comment Response 1 12/29/2022 Permit Comment Response - 07/08/2022 Permit Set # DATE DESCRIPTION Electrical Site Plan Al 1 "=20'-0" E=1 00