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HomeMy WebLinkAbout05.b.02.a CA Change Order Governors Park - Sawcross EXECUTIVE SUMMARY AGENDA ITEM: Request Approval for Change Order to Sawcross, Inc. for the Governor's Park Wastewater Lift Station and Reclaimed Pump Station Project. CCUA Bid No. 22/23-A05 CCUA Project No.: 1127-004 CCUA Financial Job No.: 22003SP Date: July 31, 2025 REQUEST: Staff requests Board approval of Change Order #5 for $144,689.37 to the Sawcross contract for the Governor's Park Wastewater Lift Station and Reclaimed Pump Station Project. BACKGROUND: Sawcross, Inc. is providing construction services for the Governor's Park Wastewater Lift Station and Reclaimed Pump Station,designed by Ardurra Group, Inc., the engineer of record. This Change Order is to install a back pressure control valve on the augmentation fill line for the reclaimed water storage tank. This modification will more fully automate the operation of the storage tank and is identified as beneficial to project completion and long-term operational functionality. The total cost of material, equipment, labor, and instrumentation modifications is $164,225.84. BUDGET: The total Sawcross, Inc. project contract is $7,018,648.61. This work will utilize $19,536.47 of the remaining $29,536.47 in allowances, leaving a remaining allowance of$10,000. The remainder of the needed funds ($144,689.37) will be obtained from the Combined Peters Creek/Governor's Park Project Remaining Available Funds. This is shown in the following table: Governor's Park Wastewater Lift Station and Reclaimed Pump Station Budget Ad' . ui - i i1 ii . Back Pressure Control Valve Cost $164,225.84 Total Sawcross Project Contract 7,018,648.61 Original Contract Allowance less previous CAUA usage $29,536.47 rAUA used for portion of Back Pressure Control Valve $19,536.47 Remaining Sawcross Contract Allowance $10,000.00 Total Combined Project BudialMill $88,344,258.08 Sawcross Contract- Governor's Park WWLS & RCPS $7,018,648.61 Wharton Smith Contract- Peters Creek WRF & Pipelines $53,572,361.97 Ardurra Contract- Design and Construction Services $4,447,971.80 Petticoat Schmitt - Governor's Park Site Preparation $1,944,218.00 Pre-Purchased Equipment and Owner-Directed Purchases $21,112,484.58 Total Contract Obligation $88,095,684.96 Remaining Combined Available Funds $248,573.12 Change Order#5 to Sawcross $144,689.37 Remaining Combined Budget Contingency Amount $103,883.75 Updated Total Sawcross Project Contract $7,163,337.98 BOARD ACTION: Staff respectfully request approval of Change Order#5 to enable Sawcross to proceed with the installation of the recommended improvements. ATTACHMENTS: Contractor's Request and Backup Documentation Change order No. 5 .. CO/A,),. Clay County Utility Authority 3176 Old Jennin s Road Working together to protect g public health,conserve our P Middleburg,Florida 32068-3907 natural resources,and / • Telephone(904)213-5999 create long-term value for ?itY A I TN(fr our ratepayers. Facsimile (904)213-2498 Change Order No.: 5 Date: 7/30/2025 Project: Governor's Park Wastewater Lift Station Project and Reclaimed Water Pump Station Project CCUA Bid No.: 2022/2023-A06 CCUA Project No.: 1127-004 Vendor: Sawcross Incorporated Owner: Clay County Utility Authority 10970 New Berlin Road 3176 Old Jennings Road Jacksonville,Florida 32226-2270 Middleburg,Florida 32068 904-751-7500 (904)272-5999 Engineer of Record: Ardurra 100 Center Creek Road,Suite 108 St.Augustine,Florida 32084 904-562-2185 ORIGINAL CONTRACT TIMES ORIGINAL PREVIOUS CO CURRENT CO NTP 8/28/2023 DAYS ADD SUB.COMP. 474 12/14/2024 420 FINAL COMP. 534 2/12/2025 353 T— INCREASE OR DECREASE IN ITEM DESCRIPTION OF CHANGE(S) QTY. UNIT PRICE CONTRACT PRICE Contract Increase 1 DC No.6 Fill Valve 1 $164,225.84 $164,225.84 2 Allowance Usage 1 ($19,536.47) ($19,536.47) TOTAL INCREASE $144,689.37 TOTAL DECREASE $0.00 NET CHANGE RESULTING FROM THIS CHANGE ORDER $144,689.37 ORIGINAL CONTRACT PRICE $7,683,000.00 Net Increases by Change Orders(prior to this change order) $127,754.98 Net Decreases by Change Orders(prior to this change order) ($792,106.37) Total Net Change by Change Orders(prior to this change order) ($664,351.39) CONTRACT PRICE PRIOR TO THIS CHANGE ORDER $7,018,648.61 NET CHANGE RESULTING FROM THIS CHANGE ORDER $144,689.37 CONTRACT PRICE INCLUDING THIS CHANGE ORDER $7,163,337.98 This document shall become an amendment to the contract and all provisions of the contract will apply hereto. Accepted by: Date: Engineer of Record Accepted by: Date: Vendor Accepted by: Date: Owner ►� SAWCROSS „ Contractors & Engineers PROPOSED CHANGE ORDER COVER Change Order Request No.: 005 Project: CCUA Governors Park WWLS & RWPS Owner Project No.: 1127-004 Sawcross Project No.: 2307 TO: Ardurra (FOR APPROVAL) ATTN: We herewith submit the following for your consideration: Ardurra/CCUA have requested pricing for Design Clarification #06 changes. The addition of concrete pad and pipe, valves and fittings for the potable water fill valve. The bypass line has been removed per request. TOTAL COST FOR THE ABOVE-DESCRIBED WORK IS: $ TIME EXTENSION(IN CALENDAR DAYS)REQUIRED TO BE ADDED TO THE CONTRACT FOR THIS WORK IS: DAYS AUTHORIZATION SHALL NOT BE VALID IF THIS REQUEST IS ALTERED WITHOUT SAWCROSS INCORPORATED'S APPROVAL. THE ABOVE-DESCRIBED WORK IS A CHANGE IN SCOPE TO BE FUNDED FROM A CHANGE ORDER. THE ABOVE IS ACKNOWLEDGED: Design Professional Date: THE ABOVE AUTHORIZATION IS: APPROVED NOT APPROVED Owner Date: PLEASE RETURN ONE(1)COPY OF THIS REQUEST WITH YOUR INDICATIONS MARKED ABOVE. Date: SAWCROSS INCORPORATED Rev.4/2022 ,A SAWCROSS SAWCROSS, INC. „i Contractors & Engineers DESIGN CLARIFICATION#06 PREPARED FOR: CCUA PREPARED BY: Drew DATE: 7/01/2025 PROPOSED CHANGE 005 Hickinbotham ORDER STANDARD OVERTIME BASE OVERTIME LABOR DESCRIPTION OF WORK TOTAL HOURS HOURS RATE RATE Pipe Foreman 100.0 0.0 $85.00 $0.00 $8500.00 Pipe Fitter 100.0 0.0 $75.00 $0.00 $7500.00 Equipment Operator 100.0 0.0 $65.00 $0.00 $6500.00 Pipe Fitter Helper 0.0 0.0 $55.00 $0.00 $0.00 DIRECT LABOR HOURS 300.0 DIRECT LABOR HOURS OVERTIME 0.0 DIRECT LABOR HOURS TOTAL I 300.0 SUPERINTINDENT/FOREMAN 120.0 0.0 $120.00 $0.00 $14400.00 PROJECT MANAGER 0.0 0.0 $120.00 $0.00 $0.00 Labor Subtotal $36,900.00 Contingency I 0% 0 Labor Total $36,900.00 MATERIALS DESCRIPTION QTY UNIT COST TOTAL COST TOTAL Pipe Supports Pipe Supports 2 $1,500.00 $3,000.00 $3,000.00 Ferguson Waterworks Pipe,Valves and Fittings 1 $48,977.00 $48,977.00 $48,977.00 Miscellaneous Fuel Fuel for Equipment,Tools,etc. 75 $6.00 $450.00 $450.00 Miscellaneous Small Tools Drills,Compactors,etc. 1 $500.00 $500.00 $500.00 Concrete 4,00 psi(14.00 cy) 24'x 10'-6"Concrete Pad Extension 14 $750.00 $10,500.00 $10,500.00 Paint Paint for Pipe,Valves and Fittings 1 $2,000.00 $2,000.00 $2,000.00 Material Subtotal $65,427.00 Tax 7% $4,579.89 Contingency 0% $0.00, Material Total $70,006.89, EQUIPMENT DESCRIPTION QTY.RATE UNIT COST WEEKS TOTAL Telehandler 120009 Telehandler 1 $2,190.00 1.00 $2,190.00 Equipment Subtotal $2,190.00 Tax 7% $153.30 Contingency 0% $0.00 Equipment Total $2,343.30 GENERAL CONDITIONS DESCRIPTION QTY.RATE UNIT COST DAYS/WEEKS TOTAL N/A N/A 1 $0.00 0.00 $0.00 GCs Subtotal $0.00 Contingency I 0% $0.00 GCs Total $0.00 SUBCONTRACTORS DESCRIPTION QTY.RATE UNIT COST UNIT TOTAL General Control Systems Aluminum Enclosure,Programming,etc. 1 $18,350.00 1.00 $18,350.00 A Electric Co. Conduit,Cable,Wiring,etc. 1 $21,500.00 1.00 $21,500.00 SC Subtotal $39,850.00 Contingency I 0% $0.00, SC Total $39,850.00 SUMMARY LABOR(Including 50.00%Burden) $36,900.00 MATERIALS $70,006.89 EQUIPMENT $2,343.30 GENERAL CONDITIONS $0.00 SUBCONTRACTORS $39,850.00 TOTAL COSTS $149,100.19 MARK UPS ON LABOR(15%) $5,535.00 MARK UPS ON MATERIAL(10%) $7,000.69 MARK UPS ON EQUIPMENT(15%) $351.50 MARK UPS ON SUBCONTRACTORS(5%) $1,992.50 BOND $245.97 ITOTAL: $164,225.84 ARDURRA 405 Golfway West Dr, Suite 201A St.Augustine FL 32095 Phone: 904-562-2185 DESIGNER CLARIFICATION: NO - 06 Title: Ground Storage Tank Potable Water Fill Valve Project: Governor's Park Reclaimed Water Pump Station Project Ardurra Project No.: 100435.07 Clarification by: David Rasmussen,Ardurra Group, Inc. Date: June 5, 2025 Submitted to: Drew Hickenbotham,Sawcross, Inc. Gerald Glover, Sawcross, Inc. cc: Paul Steinbrecher,CCUA Darrell Damrow, CCUA Drawing No(s): C-4.0,C-7.0, S-7.0, M-4.0,E-3.0, E-4.0, ED-1.0, ED-6.0 Specification No.: N/A Clarification: 1. Civil Work a. Extend GST fill valve concrete slab by approximately 10'-6". b. Install 6 new 16" 90°bends. c. Install 1 new 16"gate valve. d. Install 2 new 16"x8" reducers. e. Install 2 new 8"gate valves. f. Install 2 new 16"tees. g. Install 1 new pressure sustaining valve. h. Install 1 new 2"ARV i. Install approximately 15 LF of pipe. 2. Electrical Work a. Remove the existing conductors and intercept the existing conduits from RTU1000 to the existing fill valve panel into a new underground pull box (see ED-6.0). b. Reuse existing conduit segments from the pull box to the existing GST fill valve panel. c. Provide new electrical rack and install new GST PW fill valve panel. d. Install new conduit segments from the pull box to the new GST PW fill valve panel (See ED-1.0). Clay County Utility Authority Governor's Park Wastewater Lift Station and Reclaimed Water Pump Station Project e. Provide new conductors from RTU1000 to the new and existing fill valve panels (See ED-1.0 and ED-6.0). f. Use Belden 8760 to fit 6TSP and 4#14 into the existing 1.5"C. g. Extend the existing fill valve counterpoise loop and bond new GST PW fill panel (See ED-6.0). 3. Instrumentation Work a. Provide new GST PW fill valve panel with surge protection (See ED-6.0) b. Install Cla-Val C35 Control Module inside the fill panel. c. Provide new GST PW fill valve control power from RTU1000 (See E-3.0). d. Provide new GST PW fill valve enable/close output signal from RTU1000 (See E-4.0). e. Provide new GST PW fill valve analog input signals to RTU1000 (See E-4.0 and ED-6.0). f. Provide new PLC,OIT, HMI and VTScada programming (See E-3.0). Clay County Utility Authority Governor's Park Wastewater Lift Station and Reclaimed Water Pump Station Project I FGFND: PROPERTY LINE -•-•- FENCE a ------- FUTURE STRUCTURE z g Point Table w a\ Point # Northing Easting o \ 5 2040615.17 433663.75 e m \ - - - - - - - - - - _ - - _ - - - - 6 2040657.25 433690.82 m g 7 2040961.09 433707.06 v�v� vv�� a w o \ X X -X -X -x -X X X -x -x -. _x X 8 2040900.51 433723.89 SS c3 it La o o t 20•-! 43 73• a oLr. \ 7 50' BERM �., *812 11 2040698.31 433754.6 - \ i -*40853.•: •33 :.99 w 13 2040863.08 433761.99 w 97 X113 )(111 16 2040853.06 433849.31 Z Z 5 Si - \ - - - - - - - - U U Z m R=45.0' o 0 La \13 •2 13+00 I 12+00 11+0020 I , 10+00 I 9+00 - +� R=55.0' 17 2040888.06 433768.25 w w rc.. 116 X112 FUTURE 18 2040895.06 433774.00 a o_ 6 8 \ 96 LIMITS OF ASPHALT \ \ R=60.0' WELL $3 10 --� N N g � R=15.0' 98 � 19 2040882.08 433778.99 O U \ 117 0\ 22 2040843.06 433798.99 o TRANSFORMER--ii 26 114 TRANSFORMER 23 2040864.07 433800.84 N Lo Ln w \ ��\ \� R=29.3' I FUEL 0 A oz \ FUEL TANK PAD 19 ^WW R=29.3' STORAGE 110 24 2040689.15 433801.70 0 o i o IIIIIIIIIIIIII I LS \ ,�115 TANKGENERATOR A 25 2040775.56 433801.71 1 • i w a DIESEL ENGINE o m w m GENERATOR PAD 13 23. 27 DRIVEN I \ 26 2040894.07 433828.50 a d \ 12 16 BYPASS PERMANENT _ I X109 / -_ \ 27 2040864.06 433834.31 // LIMITS OF ASPHALT a z 22 *118: C 18 • �k;; �� / \ 30 2040750.29 433868.23 ELEC. BLDG. R=15.0' FUTURE POTABLE U< ODOR WATER GST 31 2040679.83 433869.00 Z V 3 CONTROL �, II',' - W U 0 / 32 2040821.29 433871.73 Q o o:i / z ,`�32 ELEC. m FUTURE \ \ BLDG. 1 / ' 34 2040535.17 433873.75 d CC ' J a 3 o - "" CHLOR. o 35 2040787.29 433876.99 �n BLDG. o_ a \ / Q Y z o2 G- - 42N. V _ w \ / 39 2040755.29 433890.48 CC 0 o z • - _ - 40 2040667.75 433892.09 d I- z )(35- - PUMP o - - RCW / RCW GST Q 00 l FUTURE STATION ® 42 2040797.29 433895.73 Z (n a g 1 X25 •/! I FILTER x45 _ < 0 0 F- ' ¢ ® 43 2040692.29 433896.23 U m oo / i /: I " .t-- 44 2040762.29 433896.23 -I Z rnrn LJ a a _� 9!. TRANSFORMER 3�l�1, II .50 M�pO 45 2040767.29 433896.99 Q U J O'' R till M. WATER GST > LLJ N / --. STORAGE - 81 2040961.06 434089.84 Z O z �•�• l�_..1 t 13I, 96 2040916.10 433407.38 O Q / R=15.0' PORTABLE BLDG. RCW PS f 97 2040936.10 433397.87 N �`-" ANK cA 1III0 119 H >w IAI O F 1 Q �\ C' 98 2040905.18 433879.80 N w CO TROL II; :�i \ Wl o L J I ��� 99 2040641.07 433369.91 0 Q o L. / ND +- HYDROPNEUMATIC 100 2040621.07 433360.65 i 11 yy FUTURE RCW GST rt col TANK o< B 'ASS U 43`-'101 r 1 101 2040691.07 433907.83 g / X24 FLOW L J o w 31 I METER 102 2040666.07 433927.83 / 108 oo d \ 103 2040641.07 433857.83 o / \ / 40 / 102 104 2040621.17 433873.75 i'l- P;$ w z R=50.0' o j x - - �( 105 2040639.81 433934.73 F G /// 106 2040621.07 433959.73 U I r d 3 / 99 103 X105 }, w, 0+,0 - 1+00 2+00 _ _ _ 00 - r 4 100 - I _ -5+0 107 2040699.81 433994.73 d,.? s - I- I I- R=60.0' ASPHALT DRIVEWAY 104 )(106 108 2040676.07 434014.73 Lcel o w 100 •• 4 '° ° 109 2040856.10 433994.73 110 2040881.08 434014.73 Lu w • '. R=55.0' a�' x I` • . •. •• •I o R=45.0' 111 2040936.08 433958.06 o n o I • N 112 2040916.10 433938.08 1 o ,k Ln oii A. r o FUTURE ,° ° 113 2040936.07 433882.86 \\> A' 0 0 65 x I BLDG. 114 2040891.10 433927.83 LAL :fta 2 MAINTENANCE '• Ce , • • 115 2040874.95 433907.83 D L u g`o az I I..° 'Q°•• a,w I 116 2040916.10 433763.99 Q z S a o x I 1 ° .•: I 117 2040901.10 433778.99 1..e y F 0 - - - - - - - ��°°. 34 118 2040846.16 433927.83 o m 2 •° =p a I 119 2040718.58 433927.83 U W o }w x � LL 0 a o FILE SEE LEFT WELL #1 + P LAN VERIFY SCALE wz X X X x X X BAR IS ONE INCH ON �� SCALE: 1 = 30 0 30 60 ORIGINAL DRAWING 0 1- w /} PROJ. 100435.07 DATE MARCH 2023 0o x GRAPHIC SCALE _� Y Y Y Y Y x CONFORMED FOR CONSTRUCTION DWG. C-4.0 SEE SHEET C-6.0 FOR CONTINUATION g II S-4. TYPED I r - - - /02 z POINT TABLE POINT TABLE II GE: 72.92 IF of - _ III INV: 68.14 (S) 4"PVC A 1.26z CENTERLINE CENTERLINE INV: 68.09 (E) NUMBER NORTHING EASTING DESCRIPTION NUMBER NORTHING EASTING DESCRIPTION INV: 67.97 (N) -S-5. TYPE D ELEVATION ELEVATION 1 GE: 72.45 o ALIGNMENT: DRIVEWAY F /� 4 1 STA: 6+77.45 1 FUTURE CHLORINATION I INV: 68.41 W / \ 1 63.38 2040916.04 433690.09 24"DI/MJ GTV 24 71.00 2040690.50 433852.65 16"DI/MJ 22.5' BEND Y ( ) ���i��iL OFF:-64.487 BUILDING ALIGNMENT: DRIVEWAY m N. 2040792.3049 STA 6+77.96 I m Si m 0 p k g 2 63.38 2040925.07 433690.09 24"DI/MJ GTV 25 73.00 2040859.79 433802.47 3/4" PVC 45° BEND -��/ - - \�� •E: 433853.7178 OFF:_19,19¢ w / \ � 0 3 71.00 2040927.74 433831.39 16" DI/MJ 90' BEND 27 71.10 2040863.03 433820.71 6" PVC 45° BEND aJ%// N: 2040792.8215 i0 3 ' �� 1 UTILITYCROSSING S 8 & E: 433899.0110 V o 4 63.38 2040920.56 433740.94 24" DI/MJ 45'BEND 28 73.00 2040851.85 433802.47 3/4" PVC 90' BEND �•'�z &-. BOTTOM OF 18" RCP STM = 68.12 Qo J� I TOP OF 8" PVC SAN = 66.44 _ - 5 63.38 2040900.12 433761.38 24" DI/MJ 45'BEND 30 71.00 2040770.89 433862.23 16"DI/MJ 45' BEND �' CLEARANCE = 1.68' I tD 7 63.38 2040833.28 433761.38 24" DI/MJ 90'BEND 31 71.10 2040863.03 433833.06 6"PVC 45' WYE �/ /- \\� - - - I o r� 8 63.38 2040833.28 433805.41 24" DI/MJ 45°BEND A 32 71.00 2040690.50 433854.52 16" DI/MJ 22.5'BEND •�j�/ ,� FUTURE BACKWASH DISCHARGE `�I`43 LF OF o N a e U \• 1T 18" RCP o z z z z i c=i m m 37 69.00 2040729.47 433761.38 16" DI/MJ 45° BEND ao/ \ * O 0.75X V V U U o 9 71.00 2040775.56 433857.55 16"DI/MJ 45'BEND // \ FUTURE Li' y 3 \ �� 9, I FUTUREATER LINE 0 �., 38 69.00 2040735.24 433761.38 16" DI/MJ 45° BEND i a a a a a rc 10 71.00 2040690.50 433862.23 16"DI/MJ 90°BEND �' \ TO RCW FILTER A 1 I� 1 FUTURE RCW o 0 0 0lAl 0 0/4\ 11 63.38 2040920.56 433690.09 24" DI/MJ TEE iI �V - -I FILTER Li Cl) ))) vi 3 13 71.00 2040634.05 433883.06 20"DI/MJ 90' BEND I RCW GST a �I , - 1 ¢ ¢ ¢ ¢ C 1WJ>o 0 I o -� I I I r N N N N N F 0 w 14 67.00 2040654.41 433755.03 16"DI/MJ GTV \ \ \ \ < `n •I I• 30 '- 0 = 0 0 00 oce 15 67.00 2040649.25 433749.88 16"DI/MJ 45' WYE 1\\ - - - J z 1 16 67.00 2040734.62 433749.88 16"DI/MJ 45' BEND ?'\ . 169 LF OF 8" I Y it 17 67.00 2040739.77 433755.03 16"DI/MJ GTV �~� PVC ® 0.47X I TRANFORMER d z 18 69.00 2040732.36 433761.38 16"DI/MJ TEE (c�►��\ / I 16" DI-RCW L 1- >, 19 69.00 2040732.36 433739.25 16"DI/MJ 90°BEND //// ��. ��� I W 3 m /// 7 • $S-STUBOUT-1 T 'i 20 69.00 2040738.29 433764.42 16"DI/MJ GTV /j/ //j/ - ��� TOP EL: 76.48 �� Q J / / / / •� //• I I 4" INV: 66.42 (NW) a� 21 69.00 2040725.78 433765.07 16" DI/MJ GTV 16 17 //// //// ~���� - _ _j/= N• 2040756.0840 M a 102 LF OF 18" E: 433882.5540 ,.;o_ 22 69.00 2040638.53 433739.25 16"DI/MJ 90'BEND //// //// 4.•�� �77- �-F_ - ;• RCP 0 0.50X I STA: 6+55.19 a Z Y z o / /// 20 ` I OFF: 35.65'LT > I Q Q o d z S 19 /./ 38 I $S-CAP-1 0 d N Q E P LAN ^I TOP EL: 66.73 (.9� SCALLIE':'�IVI" = 10' _ - 18 II 4" INV: 66.40 (NW) va=i 0 - - -- N: 2040753.3660 a Z [1 1Q0 10 20 1 I I I 37 I I STA:36+52.4860 a 1 d c RECLAIMED OFF: 37.48'LT LU or=GRAPHIC SCALE Q III 21 2" SCH 80 PVC-RCW-I IWATER d CC N III 16" DI-PW PUMP d _- ` STATION LU 0 H ■ CC a•Il 16" CAP / -, I4 I Q LU 11 TANK I III 8" PSV W/ / \ • } CM CONTROL A A ORIFICE PLATE / Q N F., VALVE _ ASSEMBLY J/' i., II 1" SCH 80 PVC SENSING LINE TO RCW PUMP STATION MANIFOLD o.1 BYPASS , mo I n / oN MI.6 0_ °wo d ;A' Removed per request. INV:G 8.772(S) 16" CAP z o I I INV: 68.68 (E)N \ /��O o w I I 11 1 INV: 68.65 (N) 24 �� •Z - 1 ALIGNMENT: DRIVEWAY III 16" DI-PW FUTURE RCW GST STA: 4+74.52 i - V I•I�I 4 I OFF:-54.829 i t I I A 3 N: 2040685.9440 32II Td f 3 E: 433853.7721I QJ 10 w< II 0= I II Vw �� II 1 I 1 II n n x I (8 L-• ' \ / (r-", ... - N N a? 16" CAP \ / o� II u u < " '� o x I 34 IF OF 18" I I1 / W ��S Vi o RCP 0 0.36% I I I 'o �i`1'o . \ I 11 _ h SS-3. 48" MANHOLE / O ' a 7 g a lg Li' RIM: 72.75 x - - _ S-1. TYPED INV: 66.38 (N) ce z¢ o I 14 GE: 72.51 I ALIGNMENT: DRIVEWAY DRIVEWAYSTA: 8 I / J N 4 m o I 16" DI-RCW INV: 69.89 (N) V a FROM PC WRF ALIGNMENT: DRIVEWAY I OFF:266.75'LT / O N: 2040659.3510.90w LIMIT OF WORK FOR STA: 4+74.54 / 0 }w THIS CONTRACT :CAPPED FOR 18" CONNECTION TO OFF:-16.729 E: 433858.9680 FUTURE POTABLE WATER MAIN TO N: 2040647.8437 LL ,�g 22 /SERVIcE GOVERNOR'S PARK _- a �TAP 20' RCW LINE )CONNECTION E: 433853.7874 FILE SEE LEFT WITH 2"X20" AREA TAPPING SADDLE o? 20" DI-RCW AND VALVE VERIFY SCALE TO GOVERNOR'S PARK i w z _ _ _4 SERVICE AREA0-1" DATE MARCH 2O23 o3+0 - _ _ _ I _ _ 0 - - - - 1 - - - - 5 100- PROJ. 100435.07 %w� CONFORMED FOR NSTRUCTION DWG C-7.0 s� 4- 1 SADDLE,FTG, &PEDESTAL TYP® SADDLE PER CL TANK MFR N FTG AND TANK SUPPORT FTG AND o PEDESTAL PEDSTAL,TYP PEDESTAL 1 1 r ---T— --7 r a m3l4"CHAMFER,TYP o w / - - - - - - - - - - - - - — \ T/PEDESTAL 1 } 0 m a ' r a Y / \ 'cm Co- TYP 2"CLR - #4@8"HORIZ I I a� ' 61 j/ /j/\/% o Le, % oa —¢c� — — — V — /w ja-a I HYDRO-TANK \\i/ ,/:." \\j// 0_ a- i '''t • i 6?' 0 v i., V #S@12"T&B,EW N w rm 0 L----- . • • . : .'' • •1\60 a SPREAD FTG . („) *TO BE VERIFIED WITH EQUIPMENT 23'-0"" BELOW,TYP " " RI = W MANUFACTURER;SEE NOTE 2 THIS SHEET IF y " U ' ilc21'-8"• 1'-4".— 8"OF COMPACTED#57 STONE III III III— O - - - OVER MIRAFI150N GEOTEXTILE Y CC OVER COMPACTED SUBGRADE z d g NOTES: Z 3_2• _ V-4"_ 3,_2„ _ 3 w _TANK FOOTING 1. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY ALL J O Q 3 PLAN DIMENSIONS WITH THE EQUIPMENT MANUFACTURER PRIOR TO 7'-8" _ _ Y S CONSTRUCTION OF THE FOUNDATIONS. U< CC Q z I— Q I— i 318"=1'-0" 2. LOCATION AND DIMENSIONS OF THE TANK SUPPORT PEDESTALS O. N a SHALL BE CONFIRMED WITH THE EQUIPMENT MANUFACTURER. SECTION Q Q N i� ,,._ N 5 0 C uj z z d -< z< ww �� Q o Q Na o a o aw EXISTING PRESSURE >_ Ly.l Fi'D SUSTAINING VALVE PAD 1 s.. I og 0 Q o LLI go n l%�/� OC ww LaN¢ 0 24,_a" _ 4'tfd' a z Z� S" N #4AT16"OC,DRILL& 3'-0" SLAB REINF 3'0" •-,z w PER PLAN FINISHED GRADE ,'O o p EPDXY W/6"EMBED LAP LAP 0 C _ir ze z PER"C"DRAWINGS o< 9 I r d'J ' , 1 _ s ° O o> • a • • a• a• ♦ <.• " • a ! a • f • d i //�j/�\j/\� 'S'ti ii a-CL-a PIPE PENETRATIONS PER COMPACTED 1 iz ' po ■■■ "M"DRAWINGS,TYP SUBGRADE N wo wo " Q W me ������� SECTION 2ce�N W o N o a o /� �� THICKENED EDGE J z �' Q BELOW,TYP Q - -'j h a U g ¢y Nt UN Q NQ ix KZ U KLi' 1 � w .0 j CTRTEW TYP FILE SEE LEFT Ug VERIFY SCALE w BAR IS ONE INCH W KO r i5 T/PRESSURE SUSTAINING VALVE PAD ° '- PLAN DATE MAY 2025 o PROJ. 100435.07 --p CONFORMED FOR CONSTRUCTION DWG S-7.0 8" DRAIN SEE SITE PLAN FOR NOTES : CONTINUATION _ 1. SEE CIVIL DRAWINGS FOR YARD PIPING, GRADING AND SITE re - WORK. w / \ 2. INSTALL SHOTCRETE BOSSES (6' WIDE BOSS AT EXTERIOR LADDER AND 3 ADDTIONAL 1' WIDE BOSSES AT 90' APAPRT.) w 3. TWO 2" PVC SLEEVE PENETRATIONS THROUGH HATCH COVER p / c \\ CURB SHALL BE INSTALLED. ONE SHALL BE FOR THE HIGH i SHOTCRETE BOSS MOUNTS LEVEL FLOAT SWITCH CONDUIT. THE SECOND SHALL BE / STUBBEDEISOUT ON TCEN ENDI FOR FUTURE. (3 REQ. AT 90') N. 4. THE DISTANCE FROM CENTERLINE TO THE INSIDE TANK WALL SHOULD BE A MINIMUM OF 5'-0" FOR ALL PIPE FLOOR a 0 m / - -11 PENETRATIONS. o %g — 5. SENSING LINE SHALL BE INSTALLED WITH A MINIMUM 6-INCH o CSEPARATION FROM ADJACENT UTILITIES. SENSING LINE SHALL rn o -- \ BE 316SS. c� �I \ 6. CONCRETE ENCASE ALL PIPES BELOW SLAB. o PRECAST CONCRETE OVERFLOW 7. TANK CONTRACTOR TO PREPARE SUB-BASE FOR CONCRETE ci_ / II \ FLOOR. REFER TO GEOTECHNICAL REPORT. a / III \ (4 REQ. AT 90') 8. SEE SPECIFICATION SECTION 13201- PRESTRESSED CONCRETE CONCRETE LIGHTNING I I SEE DETAILTANK _ 15'-0" WORKING PROTECTION MAST PAD it/ 9. TANK D�MENSIONSNFORMATION. Y AREA PERIMETER SEE DETAIL° \ W / IllheN DIAMETER: 65'-0" p z o / WALL HEIGHT: 30.-3" z c5i I \ NORMAL VOLUME: 750,000 GALLONS. o 0 / I I \ \ 10.PROVIDE PARAPET WALL, GROUT SLOPES AND DOWNCOMERS TO '^ CAPTURE RAINWATER FROM THE DOME ROOF AND COLLECT IT ce w II IN THE TANK. a // I I 11.SENSING LINE SHALL BE INSTALLED WITH A MINIMUM 6-INCH w I I SEPARATION FROM ADJACENT UTILITIES. SENSING LINE SHALL BE 03 0 _ / II SS WITHIN 5-FEET OF THE TANK. PROVIDE SS TO PVC T.i o I \ COUPLING AS REQUIRED. o II 1 U Lc) I g W I - - ma:wc =o" )::gl o I Iv / O m I tn- 3 ,, 4= i I_ I-0 _ _ _ _ _ _ _ _ _ _ _ ., i w E, 65'0 RCW 'rY' LIJ o z 1 GROUND STORAGE TANK I 6 $i 1 \ / / TRANSITION SENSINGCC 1 \ i LINE FROM 1" SS TO CL z- \ \ /� 1" SCH. 80 PVC Z o Z a / /'�/ SS WALL MANHOLE W/ HINGED Q z 0 �' `� 16" RCW SUPPLY COVER AND SAMPLE POINT. 00_3 \ / / 3" MIN CONCRETE DOME H j� 16" DIP INLET (®`Q,� INLET (BELOW TANK) REFER TO SPECIFICATION ACCESS HATCH WITH WITH 1/10TH RISE w Q a,; I SEE DETAIL ` SEETION DETAIL20© SEEMINUM DETAILCOVER U N o a \ / PARAPET WALL, Q /o / / �`� DIMENSIONS PER -7. N zVs \a 1 //� //vg / ALUMINUM PERIMETER TANK CONTRACTOR / / / / GUARDRAIL SEE DETAIL O Q O $8 /// rr1/ \\ SEE DETAIL 3-6. z Z d ao cc cc �� �� _� / N Q w w Z 16" GV r 0/ \ e%// \�/� / EL TOW 104.75 FL. HWL 104 75 > H i ZQ OQ D .a _ HATCH SEE INTERIOR J wF r / 6' WIDE SHOTCRETE D LADDER DETAIL O d 16" 45' BEND N t ACCESSW/ ALUMINUM COVERCI BOSS AT LADDER SEE DETAIL�� c w 16" 90' BEND r 16" GV\ 26 GAUGE DIAPHRAGM: SEAL FROM c a EXTERIOR LADDER / BOTTOM TOP BY EPDXY INJECTION Lo fi - W/ HINGED COVER LL -141 16" 45' BEND \O'-3" PER U.S. PATENT NO. 5,150,551. NO J o a r SEE DETAIL e / HORIZONTAL JOINTS ALLOWED. U o / \ 16" GV _ 6 cc 0 o I 116" RJ TEE J - • RCW SUPPLY — o E 1 \ Ti UTURE GST 1 10.-6"H 0o �� ____ - - -1Z" COVER OVER DIAPHRAGM 4r--441cJ+ 0 i- = i 2" ARV 16" R PLUG ,yi' I I �\\� 6 LL= = II 8" PSV W ,i��• •65'0 RCW %'tom\, ORIFICE PLATE - GROUND STORAGE TANK Wiz\ 7d >+ a / (FUTURE) �i,\ ,? w a o ASSEMBLY j//�J / . PRESTRESSED CONCRETE WALL J ti/' 16" GV ,,�/ \ r I0 \\ 65'-0" INSIDE DIAMETER �W -xi- 8" GV /%\_% \,- \ \ GROUND TORAGE (TYP OF 2) / I I �� TANK R• CONTROL • /'� o_ • 16"x8" RED / II ��\\ C N a VALVE W BYPASS /, o2 SEE DET IL (TYP OF 2) \ o 6 8 Q�/ MZII //[ 8 (TYPTOF 2) /'Z / I I \!�, �/ M F o� so I I I I 16" 90' BEND/,;�`%// II 1�\\ Ell. cfr,y (TYP OF 6) j'I'I / 'I ;\ D 1OW //y mF� a 16" DIP RCW J m�' PIPE SUPPORT m o -o SEE IVIL FOR o 13 AND SLAB �( V a }F CO, NUATION 5 21 SEE DETAILS o Q U D C -nu- . �EL FIN. FL 74.50 - ' PLAN U U d P)2 'j SCALE: 1/8" = 1'-0" n FILE SEE LEFT of o 0 8 16 TYPICAL WALL SECTION VERIFY SCALE 11 W Z BAR IS ONE INCH ON GRAPHIC SCALE SECTION A ORIGINAL DRAWING UQ SCALE: 1/4" = 1'-0" - DATE MARCH 2023 O 6 PROD. 100435.07 %w Dw�. CONFORMED FOR CONSTRUCTION M-4.0 s� EATON DG1 w ADJUSTABLE SPEED DRIVE INVERTER DUTY MOTOR MCP PER CCU. STANDARDS NEMA MG1 SECTION IV z . PART 31 (1600V) m N �� o_ - VFD WITH € r.> ---0 I O P INPUT CHOKE AND DVDT o ---0 O OUTPUT FILTER � o o cc, ar a I am L El - MOTOR VFD CABLE AND CONTROL II 1 > CONDUCTORS TO BE INSTALLED IN 1 m 480V SEPARATE METALLIC CONDUITS Ha-- % a a Q L1-XX SPRING WOUND ADD AIRl TIME SWITCH SOLENOID_VALVE CPT u 120V O 0— - —� a-4* a- II II (YYn II m 120V N 0 _I 120V J CB1035 .3 w TSTAT HAND ,AUTO 1002 120VO ¢ 1035 o OFFCROII301 0 103A-— 7 § HYDROPNEUMATIC TANK ADD AIR SOLENOID VALVE -0- AUTO ° uxoo 0 • TB1 Tel TB1 pm 0MOTOR RTU1000 WINDING OUTPUT I oo L2 3 0 O °OOX -*--I O • ---- E a E TB1 rc RR RUN Q'm € C81030 • I I 1 • L m 120V CR000300 j��( o - 1002 O 1030 1030A---I 2 0 3 it TB1 ¢ TB1 ¢ I I ¢ TB1 RR OFF _ a 'L� • IA R • i- o U o L2 ¢ VFD FAULT w GST TB1 _ IFR Q- POTABLE WATER FILL VALVE N 0 0 I- - I • > PILOT SV CC ix L I m LT Q _ ' • YI I RR XXX WATTS o CCz N. II SH r • 0 O z v) RELOCATE AND REWIRE EXISTING SPARE CB1071 Q CC Q w < I- a V) w > GST • O- VFD -0 • (...9 V) d LI a FILL VALVE > I_ PIL o zawc GST POTABLE WATER FILL VALVE CONTROL WIRING DIAGRAM cC 0 a Li Z u Cocc CR h LJ W o O � I I Y O START > 1- g I RECLAIMED WATER GST POTABLE WATER FILL VALVE CONTROL DESCRIPTION: -I 0 < CI a LLCR1xI 1. THE NEW GST PW PRESSURE SUSTAINING VALVE PILOT SOLENOID SHALL BE - '-- IX--0 ENABLE ENERGIZED TO ENABLE OPENING OF THE VALVE. THE VALVE SHALL REMAIN w ° MANUAL FULL CLOSED WHEN THE PILOT SOLENOID IS DE-ENERGIZED. H Cl O HOA O SPEED z LLJ OPERTOR ADJUSTABLE VAL OPEN 81 GST FILL VALVE CONTROL WIRING DIAGRAM • ° X00 ° LOCAL ° ��� POTENTIOMETER 2 AND VALVVE CLO ETHE SCADAMGST LEVEL SETSHALL E POINTS•EACH SET POINT SHALL HAVE 0 Q HOA AN OPERATOR ADJUSTABLE TIME DELAY WITH COUNTDOWN INDICATION. J • 1 o FORCE 3. THE SCADA SYSTEM SHALL PROVIDE OPERATOR ADJUSTABLE TIME OF DAY U 3 OOX REMOTE ENABLE AND DISABLE SET POINTS. U o RTU1000 OUTPUT 4. THE SCADA SYSTEM SHALL PROVIDE AN OPERATOR ADJUSTABLE POTABLE CNE ¢ --I I-- ¢ O RESET WATER SUPPLY VOLUME PER DAY SET POINT WITH DAILY TOTALIZER. a cn vFo5. THE SCADA SYSTEM SHALL PROVIDE A GST FILL VALVERUNNING "ENABLE-CLOSE-AUTO" SELECTOR SWITCH ON THE OIT AND VTSCADAO SCREENS. IN THE ENABLE POSITION THE FILL VALVE PILOT SOLENOID SHALL• O II ORR • BE ENERGIZED. IN THE CLOSE POSITION THE FILL VALVE PILOT SOLENOID- SHALL BE DE-ENERGIZED. FAULTp I • 6. WHEN THE FILL VALVE SELECTOR SWITCH IS IN THE AUTO POSITION THE FILL© VALVE PILOT SOLENOID SHALL BE CONTROLLED AS FOLLOWS: DURING THE ,-,1; ENABLE TIME OF DAY FILL WINDOW, WHEN THE TANK LEVEL IS BELOW THE VALVE OPEN LEVEL, THE FILL VALVE SHALL BE ENABLED AND SHALL RTU1000 UT -- - A01+ AIz+4- ANALOG REMAIN ENABLED UNTIL EITHER THE TIME OF DAY WINDOW CLOSES, THE 3= ANALOG OUTPUT _ _ ANALOG INPUT -0GND Al2-4- SUPPLY VOLUME PER DAY SET POINT HAS BEEN SATISFIED, OR THE TANK rn o SPEED CONTROL SPEED REPLY 3 - REACHES THE VALVE CLOSE SET POINT. o 4-20 mA 0 PES 4-20 mA is 7. THE INSTRUMENTATION CONTROL PANEL PLC PROGRAMMING AND OIT SCREEN : PROGRAMMING SHALL BE MODIFIED TO INCORPORATE THE NEW FACILITIES. w a z 2 ETHERNET PORT FOR FUTURE Q/ w F. z i REMOTE SCADA MONITORING 8. THE RECLAIMED WATER VTSCADA SYSTEM PROGRAMMING AND SCADA C W ''^ g Sl SCREENS SHALL BE MODIFIED TO INCORPORATE THE NEW FACILITIES. II �/ c �a w N N 0. D s wzgN o RR 1,tar Y Y I I h 00 ¢ II X0 OOX Q ` o a2 • z w rn X RTU1000 INPUT SPARE RTU1000" INPUT" RTU1000 INPUT p "RUNNING" "HAND MODE" AUTO MODE "FAULT" 1 I U >O k iF, TYPICAL HIGH SERVICE PUMP VFD CONTROL WIRING DIAGRAM Q U 00 FILE SEE LEFT /N 1 F VERIFY SCALE 0 6 BAR IS ONE INCH ON W ORIGINAL DRAWING QZ 0-1" w DATE MARCH 2023 3 o 4 PROJ. 100435.07 N mm DESIGN CLARIFICATION GST POTABLE WATER FILL VALVE DwG E-3.0 6Ve RTU1000 PLC INPUT/OUTPUT SCHEDULE 0) I/O MODULE 1 1769-IA16 I/O MODULE 2 1769-IA16 I/O MODULE 3 1769-OA16 I/O MODULE 4 1769-IF8 I/O MODULE 5 1769-IF8 I/O MODULE 6 1769-OF8C 1 16 DIGITAL INPUTS 16 DIGITAL INPUTS 16 DIGITAL OUTPUTS 8 ANALOG INPUTS 8 ANALOG INPUTS 8 ANALOG OUTPUTS 01:1/ SIGNAL DESCRIPTION 02:1/ SIGNAL DESCRIPTION 03:0/ SIGNAL DESCRIPTION 04:1/ SIGNAL DESCRIPTION 04:I/ SIGNAL DESCRIPTION 05:0/ SIGNAL DESCRIPTION w € 00 HSP 1 IN AUTO 00 HSP 2 IN AUTO 00 GST FILL_VALVE ENABLE CLOSE_ 00 HIGH SERVICE PUMP PRESSURE 00 GROUND STORAGE TANK LEVEL 00 HSP 1 VFD PACING 01 HSP 1 RUNNING 01 HSP 2 RUNNING ( 01 GST PW FILL VALVE ENABLE/CLOSE ) 01 HIGH SERVICE PUMP FLOW 01 GST FILL VALVE FLOW 01 HSP 2 VFD PACING 0 02 HSP 1 FAULT 02 HSP 2 FAULT v 02 SPARE ., v - 02 SPARE 02 GST FILL VALVE PRESSURE 02 HSP 3 VFD PACING * r 03 HSP 3 IN AUTO * 03 HSP 4 IN AUTO * 03 SPARE 03 SPARE 03 _GST FILL VALVE POSITION _ 03 HSP 4 VFD PACING * m 04 HSP 3 RUNNING * 04 HSP 4 RUNNING * 04 SPARE 04 HSP 1 VFD SPEED 04 w GST PW FILL VALVE FLOW 04 SPARE m 05 HSP 3 FAULT * 05 HSP 4 FAULT * 05 HSP 1 START/STOP 05 HSP 2 VFD SPEED 05 GST PW FILL VALVE PRESSURE ) 05 SPARE Q 9 06 GST LEVEL HIGH 06 SPARE 06 HSP 2 START/STOP 06 HSP 3 VFD SPEED * ( 06 GST PW FILL VALVE POSITION 06 SPARE E 07 GST LEVEL LOW 07 SPARE 07 HSP 3 START/STOP * 07 HSP 4 VFD SPEED * 07 SPARE vv vvvvv vvv vvvvvv 07 SPARE m 08 HSP PRESSURE HIGH 08 SPARE 08 HSP 4 START/STOP X 09 HSP PRESSURE LOW 09 SPARE 09 HSP 1 FAULT RESET 10 SPARE 10 SPARE 10 HSP 2 FAULT RESET w 11 THREE PHASE POWER OK 11 SPARE 11 HSP 3 FAULT RESET * o I 12 SPARE 12 SPARE 12 HSP 4 FAULT RESET 13 SPARE 13 SPARE 13 SPARE p,,1 5 14 SPARE 14 SPARE 14 SPARE <& 8 15 PUMP ROOM HIGH TEMPERATURE 15 SPARE 1 15 SPARE FUTURE * W wm L' a z - Xo 0 I NOTES: S 1 1. THE RTU1000 PLC PANEL OPERATOR INTERFACE TERMINAL PROGRAMMING U SHALL INCLUDE COMPLETE DATA HISTORIAN WITH COMPLETE FLOW TOTALIZATION AND LOCAL TRENDING TO FULLY REPLACE THE NEED FOR A O CHART RECORDER. DATA SHALL BE DOWNLOADABLE FOR REMOTE EVALUATIONS. CC d U ~� ~� W �N F � � z Q 0 OQ ocNxy �N a � OI w w w� w o I. (� Q $ 0 � N NQ zVQNW On' W 5W N ce -. KW > a Q a w zJ o o W I0Ul 0_n re H Q n d ww �� � 000 00 Z o c0� coxc�� a 0_E c, 3o IE II _w WU0D / _ _ $ r /LSHH 1 1 O LT LSH LSL O PT PSH PSL Qcc o I (1 002/ I LI 1000 1000 1000 5 PI 1050 1050 1050 LJJ W E I w- °C2 'oa O- I GROUNDTSTORAGE I x p N W V a I TANK 2 H--0o-- -z L J GST LEVEL CONTROL MANIFOLD HSP PRESSURE CONTROL MANIFOLD z (5 N FIT _ _ DISTRIBU110N u II I I 1050 SYSTEM i r--1 I r--1 I Q r— LSHH VFD VFD I VFD I I I VFD I I ^ U 1010 1020 11030 I I 11040 I I / \ SPRING KS LL Uo 1001 WOUND TIME o N L . .J I L . .J I SWITCH 1060 FVNR CC -o GROUND STORAGE n _ ^ I_ — f� I_ 1060 ce TANK 1 1"1\r m n NO } V ' } v D4 ADD AIR SV a e iN e i SC VALVE 1060> No.1 No.2 1 FUTURE 1FUTURE PS1PS►.1 No.3 No.4 PRESSURE— GST PW FILL CONTROL VALVE FEATURES: IREGUT`2 1. PILOT SOLENOID VALVE (ENERGIZE TO CLOSE). AIR N m i 2. VALVE POSITION TRANSMITTER SIGNAL GROUND STORAGE TANKS HIGH SERVICE PUMPS HYDRO-PNEUMATIC TANK COMPRESSOR o L 3. X35 FLOW CALCULATION SIGNAL 3 i 4. UPSTREAM PRESSURE TRANSMITTER SIGNAL 1 3 10o 0 0 N 1 SV ZT FT PIT SV ZT FT PIT GST FILL CONTROL VALVE FEATURES: w o a z 1001 1001 1001 1001 1000 1000 1000 1000 3- 1. PILOT SOLENOID VALVE (ENERGIZE TO CLOSE). �g z 4ai 2. VALVE POSITION TRANSMITTER W m j`-' 3. FLOW TRANSMITTER J a �,w°°N y o 4. UPSTREAM PRESSURE TRANSMITTER w N a' 30 `/ D � NNo a " M RECLAIMED WATER 0 < z g W SUPPLY i/ 2 F¢v o y LCV-1001 LCV-1000 < g U�' a K X GST POTABLE WATER z o FILL CONTROL VALVE GST FILL CONTROL VALVE _ 16 S U O P.,i - POTABLE WATER re: gB i SUPPLY o FILE SEE LEFT 1N VERIFY SCALE Z0 0 5 BAR IS ONE INCH ON ORIGINAL DRAWING 3 0-1" w N§ DATE MARCH 2023 3 4 PROJ. 100435.07 No m� DESIGN CLARIFICATION GST POTABLE WATER FILL VALVE DWG. E-4.0 sl CONDUIT AND CABLE SCHEDULE CONDUIT AND CABLE SCHEDULE S CONDUIT CABLE CONDUIT CABLE FROM TO FOR NOTES FROM TO FOR NOTES NO. SIZE COND. AWG TYPE VOLT NO. SIZE COND. AWG TYPE VOLT 0 P101 3-4" 3EA 400 XHHW 600 PAD MTD TRANSFORMER MCC-MAIN POWER L200 0.75 3 10 XHHW 600 LIGHTING PANEL L1 RTU1000 POWER, GROUND L1-2 m P101 1EA 4/0 XHHW 600 PAD MTD TRANSFORMER MCC-MAIN NEUTRAL C200 0.75 3 14 XHHW 600 MCC-1 PHASE MONITOR RTU1000 DIGITAL I/O € P101 1-4" --- --- --- --- PAD MTD TRANSFORMER MCC-MAIN SPARE C200 --- 2 14 XHHW 600 MCC-1 PHASE MONITOR RTU1000 ALARM PANEL C101 0.75 5 14 1 XHHW 600 MCC-MAIN SHUNT TRIP STATION SHUNT TRIP MAIN S200 0.75 1 CAT6 --- --- MCC-1 POWER METER RTU1000 NETWORK COMM o r a ¢m o P102 3-4" 3EA 400 XHHW 600 MCC-MAIN MCC-1 POWER II 1 P102 --- lEA 4/0 XHHW 600 MCC-MAIN MCC-1 GROUND L210 0.75 3 12 XHHW 600 LIGHTING PANEL L1 ALARM PANEL POWER, GROUND L1-4 m2 0 a P102 1-4" --- --- --- --- MCC-MAIN MCC-1 SPARE C210 2.00 16 16 MTW 600 RTU1000 ALARM PANEL ALARM SIGNALS a% 9 E m P110 3.00 4C 4/0 XLP 1000 MCC-1 HIGH SERVICE PUMP 1 POWER, GROUND VFD CABLE C220 1.50 9 14 XHHW 600 RTU1000 LEVEL/PRESSURE MANIFOLD DIGITAL I/O "X C110 0.75 5 14 XHHW 600 MCC-1 HIGH SERVICE PUMP 1 TS, SH C220 --- 8 14 XHHW 600 RTU1000 LEVEL/PRESSURE MANIFOLD ALARM PANEL C111 1.00 13 14 XHHW 600 MCC-1 RTU1000 DIGITAL I/O S220 1.50 2TSP 18 XLP 600 RTU1000 LEVEL/PRESSURE MANIFOLD ANALOG I/O z S c w 5111 1.00 2TSP 18 XLP 600 MCC-1 RTU1000 ANALOG I/O o L230 0.75 --- --- --- --- RTU1000 ALARM PANEL WIREWAY SPARE rem 0 P120 3.00 4C 1 4/0 XLP 1000 MCC-1 HIGH SERVICE PUMP 2 POWER, GROUND VFD CABLE S230 0.75 --- --- --- --- RTU1000 ALARM PANEL WIREWAY SPARE z o o 0 C120 0.75 5 14 XHHW 600 MCC-1 HIGH SERVICE PUMP 2 TS, SH c ., C121 1.00 13 14 XHHW 600 1 MCC-1 RTU1000 DIGITAL I/O S121 1.00 2TSP 18 XLP 600 MCC-1 RTU1000 ANALOG I/O L240 0.75 3 12 XHHW 600 RTU1000 FLOW METER POWER, GROUND w m S240 0.75 1TSP 18 XLP 600 RTU1000 FLOW METER ANALOG I/O P130 3.00 --- --- --- --- I MCC-1 HIGH SERVICE PUMP 3 FUTURE o 0 C130 0.75 --- --- --- --- MCC-1 HIGH SERVICE PUMP 3 FUTURE L250 0.75 3 12 XHHW 600 LIGHTING PANEL Ll GST FILL VALVE LTG/RCPT POWER, GROUND Ll-5 g RTU1000 FUTURE M M _ M M M MM I- S131 1.00 MCC-1 RTU1000 FUTURE C250 0.75 3 14 XIIIIW 600 RTU1000 GST FILL VALVE DV DIGITAL I/O ) i.0 U 1 C250 1.50 4TDI' 18 XLI' 300 RTU1000 GET FILL VALVE f T, FT, ZT ANALOG I/O J -, D P140 3.00 --- --- --- --- MCC-1 HIGH SERVICE PUMP 4 FUTURE C250 0.75 --- --- --- --- RTU1000 GST FILL VALVE UG PB EXISTING CONDUIT j 0 CC w C140 0.75 --- --- --- --- MCC-1 HIGH SERVICE PUMP 4 FUTURE C250 --- 6 14 XHHW 600 RTU1000 GST FILL VALVE UG PB DIGITAL I/O LLJ Z o RTU1000 FUTURE C251 0.75 3 14 XHHW 600 GST FILL VALVE UG PB GST FILL VALVE SV DIGITAL I/O I O 1 RTU1000 FUTURE C252 0.75 3 14 XHHW 600 GST FILL VALVE UG PB GST PW FILL VALVE SV DIGITAL I/O U Y H i (/') CC < w < I- S250 1.50 --- --- --- --- RTU1000 GST FILL VALVE UG PB EXISTING CONDUIT LLJ P150 0.75 4 10 XHHW 600 MCC-1 AIR COMPRESSOR POWER, GROUND { S250 --- 6TSP 18 XLP 300 RTU1000 GST FILL VALVE UG PB ANALOG I/O BELDEN 8760 J N LI L150 0.75 3 12 XHHW 600 LIGHTING PANEL L1 ADD AIR SV TIME SWITCH POWER, GROUND L1-6 S250 --- 4 16 XHHW 600 RTU1000 GST FILL VALVE UG PB 24VDC POWER Q N S251 1.50 3TSP 18 XLP 300 GST FILL VALVE UG PB GST FILL VALVE PT, FT, ZT ANALOG I/O BELDEN 8760 U G S251 --- 2 16 XHHW 600 GST FILL VALVE UG PB GST FILL VALVE UT 24VDC POWER z d 88 L160 0.75 5 10 XHHW 600 LIGHTING PANEL L1 GST TERMINAL BOX POWER, GROUND L1-7, 9 S252 1.50 3TSP 18 XLP 300 GST FILL VALVE UG PB GST PW FILL VALVE PT,FT,ZT ANALOG I/O BELDEN 8760 Q o C160 0.75 7 14 XHHW 600 RTU1000 GST TERMINAL BOX DIGITAL I/O S252 --- 2 16 XHHW 600 GST FILL VALVE UG PB GST PW FILL VALVE UT 24VDC POWER w v ) Z L J LLJ L161 0.75 3 12 XHHW 600 GST TERMINAL BOX GST1 LIGHT & RECPT POWER, GROUND L1-7 � vv wJo C161 0.75 3 14 XHHW 600 GST TERMINAL BOX GST1 HIGH LEVEL FLOAT DIGITAL I/O < ( j Et L162 0.75 --- --- --- --- GST TERMINAL BOX GST2 LIGHT & RECPT STUB-OUT FOR FUTURE L260 1.00 --- --- --- --- LIGHTING PANEL Ll FUTURE FILTER 120V POWER - X C162 0.75 --- --- --- --- GST TERMINAL BOX GST2 HIGH LEVEL FLOAT STUB-OUT FOR FUTURE P260 1.00 --- --- --- --- MCC-1 FUTURE FILTER 480V POWER D Cl N C260 1.00 RTU1000 FUTURE FILTER DIGITAL I/O o w 61 P260 1.50 --- --- --- --- RTU1000 FUTURE FILTER ANALOG I/O Z c, C170 0.75 3 14 XHHW 600 RTU1000 HIGH TEMPERATURE SWITCH DIGITAL I/O 0 Q U ^ L171 1.00 3 6 XHHW 600 LIGHTING PANEL L1 RP-ACCU-1 POWER, GROUND L1-23 () cog, C171 0.75 --- --- --- --- RP-ACCU-1 RP-AHU-1 T-STAT CABLE L270 1.00 --- --- --- --- LIGHTING PANEL Ll FUTURE CHEMICAL BUILDING 120V POWER LU 0CC oM L172 0.75 3 12 XHHW 600 LIGHTING PANEL L1 RP-AHU-1 POWER, GROUND L1-24 P270 1.00 --- --- --- --- MCC-1 FUTURE CHEMICAL BUILDING 480V POWER go C172 0.75 --- --- --- --- RP-AHU-1 RP-AHU-1 THERMOSTAT T-STAT CABLE C270 1.00 --- --- --- --- RTU1000 FUTURE CHEMICAL BUILDING DIGITAL I/O m4 L173 1.00 3 6 XHHW 600 LIGHTING PANEL Ll RP-ACCU-2 POWER, GROUND L1-27 P270 1.50 --- --- --- --- RTU1000 FUTURE CHEMICAL BUILDING ANALOG I/O `tor �O C173 0.75 RP-ACCU-2 RP-AHU-2 T-STAT CABLE 4' dr 48 L174 0.75 3 12 XHHW 600 LIGHTING PANEL L1 RP-AHU-2 POWER, GROUND L1-29 0 _ N .9 C174 0.75 --- --- --- --- RP-AHU-2 RP-AHU-2 THERMOSTAT T-STAT CABLE 0d a L180 1.25 5 10 XHHW 600 LIGHTING PANEL L1 ROADWAY LIGHT POLES POWER, GROUND L1-11, 13 i m No L190 1.00 MCC-1 CONC CURB WIREWAY SOUTH ENTRANCE GATE FUTURE WITH PULL CORD og C190 1.00 --- --- --- --- MCC-1 CONC CURB WIREWAY SOUTH ENTRANCE GATE FUTURE WITH PULL CORD is N �o o a Zi w F$ z 3 . N� o �_ � CeWmQ El / Ce Y� ' HI! :\ Q a EX < u U ' U 2 K IrT O k U LL/� Q o Vo o FILE SEE LEFT /N ce F VERIFY SCALE BAR IS ONE INCH ON W ORIGINAL DRAWING Q M 0-1" 1 DATE MARCH 2023 4 PROD. 100435.07 m No � DESIGN CLARIFICATION GST POTABLE WATER FILL VALVE DWG. s� ED-1.0 0. o y om EXISTING GST FILL VALVE t Lo rc NEW UG PULL BOX FIELD INST PANEL i z NOTES: 1. PROVIDE NEW GST PW FILL VALVE FIELD INSTRUMENTATION PANEL WITH 1030A _ _ m SIGNAL LINE SURGE PROTECTION FOR THE FILL VALVE 24VDC POWER AND TB1 GST FILL VALVE € ANALOG I/O SIGNALS. MOUNT THE FILL VALVE X35 CONTROL MODULE INSIDE L2 _ _ _ PILOT SV ' THE PANEL. RUN SENSOR CABLES INTO THE PANEL USING WP CORD TB1 CONNECTORS. OFFSET MOUNTING LOCATION AS REQUIRED TO AVOID ) o o CLEARANCE CONFLICT WITH EXISTING GST FILL VALVE PANEL. GND - - GND aa' L2 2. EXISTING CONDUITS C250, S250 FROM RTU1000 TO THE GST FILL VALVE ly o PANEL: REMOVE THE EXISTING CONDUCTORS. INTERCEPT THE EXISTING m o CONDUITS AND EXTEND INTO NEW UG PULL BOX. RE-USE THE EXISTING a G: GST FILL VALVE CONDUITS FROM THE UG PULL BOX TO THE EXISTING GST FILL VALVE PANEL 2046 - 1_ t <a TB2 f (C251, S251). PROVIDE NEW CONDUITS FROM THE UG PULL BOX TO THE E NEW GST PW FILL VALVE PANEL. PROVIDE NEW CONDUCTORS WITHOUT COM _ -0- 24VDC POWER a SPLICES FROM RTU1000 THROUGH THE UG PULL BOX TO EACH FILL VALVE TB2 w o PANEL. to At in 5098 0 3. EXTEND THE EXISTING #4/0 TINNED COPPER COUNTERPOISE LOOP AROUND o TB3 - - m w GST FILL VALVE 8 THE NEW GST PW FILL VALVE EQUIPMENT PAD. BOND THE CONTROL VALVE, to z ELECTRICAL RACK, VALVE PANEL AND SURGE PROTECTION TO THE 5099 _ _-0- o FLOW OUTPUT 7COUNTERPOISE. N 183 - a SU5098 0 m m N o GND z U a 0 o 5106 _ n o az -TB3 -0- x GST FILL VALVE m N 5107 _ _ Q UPSTREAM PRESURE w m xz TB3 > o0 € _ w� W`� SU5106 - 0 m \ za GND 0 oN'o F. 0-CD 5114 _ P o TB3 -O W N GST FILL VALVE I— 0 5115 _ _ W POSITION W 0o TB3 `" SU5114 J a rc . II 5 GND ' Q CC a INTERCEPT THE EXISITNG CONDUITS AND PROVIDE NEW J Cr) Z _ I CONDUCTORS TO THE EXISTING GST FILL VALVE PANELJ0 c.i111 zo a < i 1_I " W dNI�ICOUNTERPOISE o 0 N F GST PW FILL VALVE J0i� GROUND RING��� (NOTE3) z FIELD INST PANEL Q OEXISTING GST II LA ( J z8 FILL VALVEC � _ m 1035A _ W WGST PW FILL VALVE JI�I � TL2 B1 - - _ PILOT SV m UO < QW C) GND - - - GND IOki I AO ''-' WSUSTAINING GST PW FILLVALVE WITH X35 METERING FU2036 _ s 1PACKAGE OM - GST PWPFWFILL ALVE (VnL.)WC uTB2 wCC J N a 5131 _ _ _O o m TB3 GST PW FILL VALVE `t�Cr ./,,,o 5132 _ FLOW OUTPUT A, d'Q >W I I TB3 -O o `S E \_ / SU51 GND - m o _J U d tii 0 U Q d it, NEW GST PW FILL VALVE 5139 _ -o 0 �J 7, v FIELD INSTRUMENTATION PANEL TB3 x UPSTREAM PRESURE ESURE ~ i? (C252, S252, NOTES 1, 2) 5140 - _4 o w T83 a 3 i SU5139 > a EXISTING GST FILL VALVE GND I o 0 o FIELD INSTRUMENTATION PANEL 0 N rc (C251, S251, NOTE 2) 5147 - _ 3 o z T83 - z GST PW FILL VALVE < w F . z 3- 5148 _ POSITION ^' 5 N o 4a 2 TB3 - I..L W w ro N a o SU5147 `_ _ Ce 'o Pa w N 3o GND D _ ,,E� ,1 D: Q F U7g a a o NEW GST PW FILL VALVE X35 CALCULATION MODULE �/ g z¢v o y w INTERCEPT THE EXISTING CONDUITS FROM NEW CONDUIT AND CONDUCTORS TO FIELD INSTRUMENTATION ENCLOSURE WITH SIGNAL LINE 77 c y a o� NEW GST PW FILL CONTROL VALVE ELECTRICAL PLAN RTU1000 AND PROVIDE NEW CONDUCTORS THE NEW GST PW FILL VALVE PANEL SURGE PROTECTION FOR THE 24VDC CONTROL POWER 7 8 E 0 Z AND EACH ANALOG SIGNAL - SCALE" 1/4" = 1' 0" O Ice c� o i R0LT, "o` RECLAIMED WATER GST CONDUIT AND WIRING DIAGRAM FILE SEE LEFT /N ¢r I VERIFY SCALE BAR IS ONE INCH ON LTJ 0 2 4 8 ORIGINAL DRAWING N? 1 0—1" IA SCALE:1/4"=1'-0" DATE MARCH 2023 w 3 o 4 PROJ. 100435.07 N mm DESIGN CLARIFICATION GST POTABLE WATER FILL VALVE DWG. ED-6.0 6'e' x 12000 LB CAPACITY TELEHANDLER $960 Daily Aff_.. .9 Ate? $2,190 Weekly 1 0• 0 $4,890 Monthly Equipment Quantity : a 1 D Rental Period MAY 2025 JUNE 2025 Start Date* SU MO TU WE TH FR SA SU MO TU WE TH FR SA Est. End Date* 2,7 2829 38 - 2 3 -'6 27 28 29 30 31 4 5 6 7 8 9 10 1 2 3 4 5 6 7 11 12 13 14 15 16 17 8 9 10 11 12 13 14 Clear 18 19 20 21 22 23 24 15 16 17 18 19 20 21 25 26 27 28 29 30 31 22 23 24 25 26 27 28 Estimated Price: $0 29 30 Notes ADD TO CART ADD & CHECKOUT FERGUSON®0 FERGUSON WATERWORKS-JAX#149 Deliver To: 9692 FLORIDA MINING BLVD W From: Zach Laroche WATERWORKS BUILDING#100 zach.Iaroche@ferguson.com JACKSONVILLE,FL 32257 Comments: Phone:904-268-2551 Fax:904-268-2053 i 16:30:18 JUN 12 2025 Page 1 of 2 FEL-JACKSONVILLE WW-#149 Price Quotation Phone: 904-268-2551 Fax: 904-268-2053 Bid No: B644598 Cust Phone: 904-751-7500 Bid Date: 06/05/25 Terms: NET 10TH PROX Quoted By: ZL Customer: SAWCROSS INC Ship To: SAWCROSS INC 10970 NEW BERLIN ROAD 10970 NEW BERLIN ROAD GOVERNORS PARK GOVERNORS PARK JACKSONVILLE, FL 32226-2270 JACKSONVILLE, FL 32226-2270 Cust PO#: Job Name: GOVERNORS PARK Item Description Quantity Net Price UM Total F916 16 DI 125#C110 FLG 90 BEND 6 1594.000 EA 9564.00 TAPDIPK 2 IPT TAP F/DI PIPE FEE 1 350.000 EA 350.00 2"TAP ON 90 FOR ARV G920K 2 AIR RELEASE VLV 1 695.000 EA 695.00 AFC2516FFOL 16 DI FLG RW OL GATE VLV 1 6623.000 EA 6623.00 FCR16X 16X8 DI 125#C110 FLG CONC RED 2 900.000 EA 1800.00 AFC2608DFFOL 8 FLG RW DI OL SS STEM VLV 2 1591.000 EA 3182.00 FT16 16 DI 125#C110 FLG TEE 2 2477.000 EA 4954.00 S106PRX 8 150#FLG PRES RED VLV 1 17413.000 EA 17413.00 STARTUP PER DAY FSTARTUP MFG START UP PER DAY 1 1750.000 EA 1750.00 TBGS61RF816 16 316 SS 150#RR FF 1/8 FLG PKG"X 22 250.000 EA 5500.00 SS316FAPX 8 316 SS FF 1/8 RR FLG ACCY PKG 6 53.000 EA 318.00 DIP SPOOLS FFP16X 16X8'0 FLGXFLG CL BT DI SPL 2 4073.000 EA 8146.00 FFPXU 8X6'0 FLGXFLG CL BT DI SPL 2 1283.000 EA 2566.00 Net Total: $62861.00 Tax: $3741.66 Freight: $0.00 Total: $66602.66 HOW ARE WE DOING? WE WANT YOUR FEEDBACK! 0;: Scan the QR code or use the link below to ;• complete a survey about your bids: pr.P https://survey.medallia.com/?bidsorder&fc=149&on=69197 A ELECTRIC COMPANY OF FLAGLER RICHARD E. FRIEDRICH STATE CERTIFIED ELECTRICAL CONTRACTOR, EC0001410 CHANGE ORDER REQUEST SAWCROSS, INC. 10970 New Berlin Road CHANGE ORDER # 04 Jacksonville, FL 32226-2270 GOVERNORS PARK WLS AND RECLAIM PS INSTALL POWER AND CONTROLS FOR VALVE WE PROPOSE TO PROVIDE ELECTRICAL MATERIALS AND LABOR AND AS OUTLINED BELOW. **ITEMS INCLUDED** 1. PROVIDE AND INSTALL CONDUIT, SHIELDED CABLE AND POWER WIRING. 2. PROVIDE AND INSTALL UNDERGROUND PULL BOX AND RACK FRO CONTROL PANEL. 3. INSTALL YOUR PROVIDED CONTROL BOX. ***ITEMS NOT INCLUDED*** 1. CONTROL BOX AND CONTROLS. 2. NO CONCRETE NOR CONCRETE WORK OF ANY KIND. 3. START UP PROVIDED BY INSTRUMENTATION. CHANGE ORDER TOTAL $21,500.00 A Electric Company of Flagler ACCEPTED: BY: Dianna J. Friedrich, President Authorized Signature Date: Date: r rE 4007 Butternut Ave PHONE 386-341-1692 Bunnell, FL 32110 EMAIL rich4oil@att.net 5LI■■■■ General Control Systems, Inc. F120-INTG-19 Rev 1.1 A.... 17 Corporate Circle �•••U Albany,New York 12203 GENERAL CONTROL SYSTEMS (518)270-8045 Fax(518)270-8042 June 9, 2025 TO: Drew Hickinbotham Fax Number: Sawcross, Inc. Pages: 2 10970 New Berlin Road Sanford, FL 32226 ATTN: Drew Hickinbotham SUBJECT: Governor's Park Reclaimed PCO-02 Proposed Change Order 02—Ground Storage Tank Potable Water Fill Valve SCOPE OF WORK: INSTRUMENT ENCLOSURE Qty(1)—Transmitter Wall Mount,24"x 24"x 12"NEMA 12/3R aluminum enclosure with louvers,four citel surge protectors for each of the 24vdc power and the three analog signals,and terminal blocks for the solenoid valve. SERVICES INCLUDED The following services are included in this proposal • Project Management • Drawings • RTU1000 PLC Programming,RTU1000 OIT Programming,and VTScada Programming • Start-up and Commissioning Support Total firm price $18,350.00 EXCLUSIONS: E-1 Overtime or Premium time labor outside of scope. E-2 Material and Equipment other than mentioned above. E-3 Cutting and Patching of existing structures. E-4 Temporary Facilities. E-5 Concrete Mounting Pads. E-6 Field wiring or conduit installation. E-7 Installation of any kind on site. E-8 Mounting of Cla-Val C35 Control Module in provided enclosure is by others. E-9 Instrument stands, instrument brackets, tubing, brackets, or any custom items necessary for field mounting. E-10 Mechanical mounting of instruments, instrument stands, instrument brackets, control panels. Instrument and control panel receiving, storage, unpacking, and delivery to installation area at the site, GC is to provide a secure area for storage. We hope you find our proposal satisfactory. If you should have any questions, please do not hesitate to call our office. This proposal is valid for a period of sixty(60) days after bid date. Respectfully, GENERAL CONTROL SYSTEMS, INC. Chuck Maxwell 1