Proposed Agreement - Suisun-Solano Water Authority.pdf — Fairfield City Council, July 15, 2025

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4925-1105-5693.2 014900.001 Error! Unknown document property name.

FUNDING AGREEMENT

(Manuel Campos Parkway Extension Phase 2 and
Cement Hill Water Treatment Plant Improvements)

This Funding Agreement (“Agreement”) is entered into as of the ____ day of _______, 2025, by and between the Suisun-Solano Water Authority (“SSWA”), a California joint powers authority formed by the City of Suis un City ("Suisun City") and Solano Irrigation District (“SID” or the "District"), and the City of Fairfield, a California municipal corporation (the “City”), referred to individually as a “Party” and collectively as the “Parties.”

RECITALS
A. SID owns, and SSWA leases and operates, the Cement Hill Water Treatment Plant and appurtenant facilities, located at 1200 Manuel Campos Parkway, Fairfield, CA, generally de scribed as Assessor Parcel Numbers 0167-180-040, 0167-180-110, and 0167-180-120 (the "Cement Hill Plant").

SSWA uses the Cement Hill Plant to provide drinking water to the residents in Suisun City.

B. The City is in the process of ma king certain improvements to Manual Campos Parkway. On March 25, 2016, SID and the City entered a Memorandum of Understanding (the “M OU”), attached as Exhibit B, pursuant to which the City shall make certain improvements to the Cement Hill Plant on behalf of SID (the “SID Upgrades”) and either SID or SSWA shall reimburse the City its proportionate share of costs for those upgrades.

C. The City has commenced Phase 2 of Manual Campos Parkway construction adjacent to the Cement Hill Plant (the “Construction Project”) and agrees to make improvements to the entrance and fencing of the Cement Hill Plant on behalf of SID.

D. On March 25, 2025 the City opened bids for the Construction Project, in accordance with the scope of work set forth in Exhibit A. The lowest responsive bidder was determined to be Ghilotti Bros, Inc. (the "Contractor").

E. On April 15, 2025, the City Council approved the Construction Project plans and specifications and awarded a contra ct to Contractor to complete the work identified in Exhibit A for an amount not to exceed $991,401.72.

F. Under the terms of the SSWA Joint Powers Agreement, upgrades to leased facilities are funded by SSWA. Accord ingly, funds expended by the City to finance the SID Upgrades to the Cement Hill Plant shall be reimbursed by SSWA.

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4925-1105-5693.2 014900.001 Error! Unknown document property name.

G. The City and SSWA desire to enter into this Agreement to more particularly describe the reimbursement process for those SID Upgrades.

Now therefore, for good and valuable consideration, receipt of which is acknowledged, the Parties agree as follows:

AGREEMENT

1. Recitals. The foregoing recitals are true and correct and henceforth incorporated into this Agreement.

2. Term. This Agreement shall terminate upon receipt by the City of the full payment required by Section 4 of this Agreement.

3. City Obligations.

A. The City shall provide for the construction of, and do all things necessary to implement, the SID Upgrades, as well as t hose improvements more fully described in Exhibit A, and as agreed upon in this Agreement.

B. Notwithstanding the agreed upon proportionate responsibility for the Construction Project as stated in the MOU, the City shall provide the following additional funding to SSWA:
1) The City shall contribute $10,000 to SSWA to help fund a new electric gate at the Cement Hill Plant. This contribution is consideration for, and in recognition of, past improvements made by SSWA to an existing driveway used to access the Cement Hill Plant that is no longer available for SSWA use. 2) For work involving and relat ed to grading at the north end of Pond 3, which will be completed by SSWA, the City shall reimburse SSWA up to $55,680. SSWA shall complete this work within three years of the date of execution of this Agreement. Upon completion of the work involving and related to grading at the north end of Pond 3, SSWA shall send an invoice to the City, and the City shall provide reimbursement for all undisputed sums within sixty (60) days of receipt of the invoice.

C. Upon receipt of all responsive bids for construction of SID Upgrades, and prior to awarding any contracts, the City shall present the bids to SSWA. SSWA shall have ten (10) business days from the City’s notice of the bids to review the projected construction costs, determine whether awarding the contra ct would fall within SSWA's budget, and confirm its consent for the City to proceed. SSWA may withhold its consent only if the award would exceed its available budget. If SSWA determines the bids exceed its budget for its proportionate share, and if an agreeable alternative is infeasible between City and SSWA, then SSWA may terminate this Agreement.

D. To ensure uninterrupted water service to SSWA customers, the City will maintain safe and legal left-turn and right-turn vehicular access to the Cement

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4925-1105-5693.2 014900.001 Error! Unknown document property name.

Hill Plant to allow SSWA staff and its agents safe access to the plant at all times during construction activities.

E. Within five (5) calendar days after City Council accepts the Construction Project as complete, the City shall submit to SSWA an itemized invoice substantiating the actual cost of the SID Upgrades, which wi ll include the total cost for design, bidding, award, construction inspecti on, administration, and construction of SID Upgrades, and as consistent with the City a nd SSWA's agreement to the bids as more particularly described in Section 3(C), above.

F. SSWA shall coordinate with the Contractor and cause for construction of the SID Upgrades to commence within a reasonable amount of time after acceptance of the bids. City and Contractor will be responsible for maintenance and development of the SID Upgrades until SSWA accepts the work as complete. Such acceptance shall not be unreasonably withheld or delayed. After acceptance, each Party will be responsible for maintenance to the improvements on their own property, as such maintenance may be required from time to time.

4. SSWA Reimbursement. Within thirty (30) calendar days after SSWA receives an invoice from the City for the SID Upgrades, SSWA shall reimburse the City in an amount equal to the total cost for the SID Upgrades reflected on the invoice. The cost will include SSWA's proportionate share of design, bidding, award, and construction costs; provided, however, SSWA retains the right to refuse payment of any cost incurred without Parties' prior written and signed consent.

5. Joint Liability and Indemnification.

A. SSWA agrees to indemnify, defend, protect, hold harmless, and release City, their elected bodies, agents, officers and employees (collectively referred to in this paragraph as “City”) from and against any and all claims, losses, proceedings, damages, causes of action, liability, costs, or expense (including attorneys’ fees and witness costs) arising from or in connection with, or caused solely by any negligent act or omission or willful misconduct of SSWA. This indemnification obligation shall not be limited in any way by any limitation on the amount or type of damages or compensation payable to or for the indemnifying party under workers’ compensation acts, disability benefit acts, or other employee benefit acts.

B. City agrees to indemnify, def end, protect, hold harmless, and release SSWA, their elected bodies, agents, officers and employees (collectively referred to in this paragraph as “SSWA”) from and against any and all claims, losses, proceedings, damages, causes of action, liability, costs, or expense (including attorneys’ fees and witness costs) arising from or in connection with, or caused solely by any negligent act or omission or willful misconduct of City. This indemnification obligation shall not be limited in any way by any limitation on the amount or type of damages or compensation payable to or for the indemnifying party under workers’ compensation acts, disability benefit acts, or other employee benefit acts.

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4925-1105-5693.2 014900.001 Error! Unknown document property name.

C. City warrants that SSWA shall be named as an additional indemnitee and insured in those certain agreements between the City and Contractor governing the construction, execution, or completion of the SID Upgrades such that Contractor will indemnify, hold harmless and assume defense of, in any actions of law or in equity, SSWA, its officers, employees, agents, and elective and appointive boards from all claims, losses, damage, including property damage, personal injury, including death, and liability of every kind, nature and description, directly or indirectly arising from the operations of Contractor, their general contractor or any subcontractor, or of any person directly or indirectly employed by, or acting as agent for Contractor any subcontractor but not including the sole or active negligence or willful misconduct of SSWA on and within any and all property owned by SID.

D. The obligations of this Section 5 shall survive termination of this Agreement.

6. Insurance.

A. Each Party agrees to maintain in surance or self-insured public entity coverage for general, auto and professional liabilit y insurance coverage with limits of no less than $2,000,000 per occurr ence and no less than four million dollars ($4,000,000) aggregate. Each Party’s insurance will be considered primary for all claims arising out of acts of that Party. Each Party agrees to endorse the other Party, its officials, employees and agents, using standard ISO endorsement No. CG 20 10 or its equivalent for general liability and auto coverage.

B. Each Party who contracts work to accomplish the Required Improvements or SID Upgrades shall require the contractor to obtain and maintain Worker's Compensation insurance with limits of not less than $1,000,000 per occurrence. Neither Party’s insurance shall be called upon to satisfy any claim for workers’ compensation filed by an employee or contractor of the other Party.

7. Notice. All notices required or authorized by this Agreement shall be in writing and shall be delivered in person or by deposit in the United States mail, by certified mail, postage prepaid, return receipt requested. Any mailed notice, demand, request, consent, approval or communication that a Party desire s to give to the other Party shall be addressed to the other Party at the addresses set forth below. A Party may change its address by notifying the other Party of the change of address. Any notice sent by mail in the manner prescribed by this Paragraph shall be deemed to have been received on the date noted on the return receipt or five (5) calendar days following the date of deposit, whichever is earlier.

TO SSWA:

Cary Keaten, General Manager
Solano Irrigation District/Suisun-Solano Water Authority 810 Vaca Valley Parkway, Suite #201
Vacaville, CA 95688

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4925-1105-5693.2 014900.001 Error! Unknown document property name.

TO CITY:

David Gassaway, City Manager
City of Fairfield
1000 Webster Street
Fairfield, CA 94533

8. Cooperation. SSWA and City agree to promptly take whatever steps are necessary to execute, acknowledge, and deliver the documents necessary to effectuate the terms and purpose of this Agreement.

9. Force Majeure. Neither SSWA nor City shall be liable or deemed to be in default for any delay or failure in performance under this Agreement or for any interruption of services, directly or indirectly, from acts of god, civil or military aut hority, acts of public enemy, war, strikes, labor disputes, shorta ges of suitable parts, materials, labor or transportation, pandemics, or any similar c ause beyond the reasonable control of the Parties.

10. Governing Law. This Agreement shall be interpreted in accordance with and governed in all respects by the laws of the State of California, Solano County.

11. Entire Agreement. This Agreement contains the entire understanding between the parties with regard to the matters set forth in this Agreement and is intended to be and is a final integration of it. There are no representations, warranties, agreements, arrangements, undertakings, oral or written between or among the parties relating to the terms and conditions of this Agreement which are not fully expressed here. The terms are contractual and not a mere recital and it is understood that no alterations, modifications or changes may be effected except by a writing duly executed by all the parties to this Agreement.

12. Binding Effect. This Agreement shall be binding on the heirs, legal representatives, successors and assigns of the parties.

The Parties have executed this Agreement as of the date first above written.

SSWA
Suisun-Solano Water Authority

By: ______________________________
General Manager

Approved as to Form:

By: ______________________________
SSWA Counsel
City
City of Fairfield

By: ______________________________
City Manager

Approved as to Form:

By: ______________________________
City Attorney

Exhibit A Print Date: 6/30/2025
Item Description Unit Estimated
Quantity
Item Price Total MOU Cost
Sharing
Fairfield
%
Fairfield Cost SID % SID Cost
1 Mobilization LS 1 $50,000.00 $50,000.00 17 80% $40,000.00 20% $10,000.00 2 Erosion Control LS 1 $20,000.00 $20,000.00 2 80% $16,000.00 20% $4,000.00 3 Demolition and Removal LS 1 $20,000.00 $20,000.00 21 100% $20,000.00 0% $0.00 4 Clearing and Grubbing LS 1 $185,000.00 $185,000.00 2 80% $148,000.00 20% $37,000.00 5a Grading, Roadway, Manuel Campos Parkway to Plant 2
(Net Cut, See Item 9a for Export) CY 1,215 $35.00 $42,525.00 2 80% $34,020.00 20% $8,505.00 5b Grading, Roadway, Plant 2 to PSC (Net Cut, See Item
9b for Export) CY 50 $35.00 $1,750.00 2 100% $1,750.00 0% $0.00 5c Grading, Sludge Pond 1 (100% Import) - 17' Wide Road (Net Fill) CY 200 $35.00 $7,000.00 4 100% $7,000.00 0% $0.00 5d Grading, Sludge Pond 1 (100% Import) - Add 5' to
Road, 22' total road width (Net Fill) CY 100 $35.00 $3,500.00 3 0% $0.00 100% $3,500.00 5e Grading, South End of Sludge Pond 3 (Net Cut, See
Item 9c for Export) CY 510 $35.00 $17,850.00 2 80% $14,280.00 20% $3,570.00 6a Fine Grading, Manuel Campos Parkway to Plant 2 SF 9,978 $0.75 $7,483.50 2 80% $5,986.80 20% $1,496.70 6b Fine Grading, Plant 2 to PSC SF 2,916 $0.75 $2,187.00 3 0% $0.00 100% $2,187.00 7a Earthwork, Export to Stockpile, Grading Roadway,
Manuel Campos Parkway to Plant 2 CY 1,215 $6.50 $7,897.50 2 80% $6,318.00 20% $1,579.50 7b Earthwork, Export to Stockpile, Grading Roadway,
Plant 2 to PSC CY 50.0 $6.50 $325.00 2 80% $260.00 20% $65.00 7c Earthwork, Export to Stockpile, Grading Pond 3 CY 510.0 $6.50 $3,315.00 3 0% $0.00 100% $3,315.00 8 3" Road Aggregate Base, Sludge Pond 1 SF 2,150 $3.90 $8,385.00 4 100% $8,385.00 0% $0.00 9a 4" Asphalt Concrete, Manuel Campos Parkway to Plant
2 SF 7,982 $5.00 $39,910.00 17 80% $31,928.00 20% $7,982.00 9b 4" Asphalt Concrete, Plant 2 to PSC SF 2,333 $5.00 $11,665.00 20 0% $0.00 100% $11,665.00 10a 14" Aggregate Base, Manuel Campos Parkway to Plant
2 SF 7,982 $6.50 $51,883.00 17 80% $41,506.40 20% $10,376.60 10b 14" Aggregate Base, Plant 2 to PSC SF 2,333 $6.50 $15,164.50 20 0% $0.00 100% $15,164.50 11 AC Dike LF 20 $90.00 $1,800.00 17 80% $1,440.00 20% $360.00 12 Bioretention Swale (includes excavation, 6" perforated pipe, AB, bio retention mix, geotextile fabric), Manuel Campos Parkway to Plant 2 LF 236 $125.00 $29,500.00 7 100% $29,500.00 0% $0.00 13 Grouted Riprap, Manuel Campos Parkway to Plant 2 SF
356 $8.00 $2,848.00 7 100% $2,848.00 0% $0.00
14a 3.5' Concrete Valley Gutter (includes AB), Manuel
Campos Parkway to Plant 2 SF 630 $20.00 $12,600.00 7 100% $12,600.00 0% $0.00 14b 3.5' Concrete Valley Gutter (includes AB), Plant 2 to PSC SF 400 $20.00 $8,000.00 8 0% $0.00 100% $8,000.00
15 Double-Swing Entrance Gate EA 1 $6,500.00 $6,500.00 23 8% $520.00 92% $5,980.00 16 Fencing (Entrance Sides) - MC Parkway LF 108 $162.09 $17,505.72 24 100% $17,505.72 0% $0.00 17 Junction Box on Existing 48" SD EA 1 $15,000.00 $15,000.00 7 100% $15,000.00 0% $0.00 Suisun-Solano Water Authority Cement Hill Water Treatment Plant - New Access Road

SITE IMPROVEMENTS
SSWA-Fairfield MOU Cost Sharing of Ghilotti Bros., Inc. Bid, dated 3/25/25 City of Fairfield

BID SCHEDULE A
250326-SSWA_CH_NewEntrance-MOU_Share-Bid_GhilottiBrosInc_UR Edits_rnp.xlsx Kjeldsen, Sinnock Neudeck, Inc.

Exhibit A Print Date: 6/30/2025
Item Description Unit Estimated
Quantity
Item Price Total MOU Cost
Sharing
Fairfield
%
Fairfield Cost SID % SID Cost
Suisun-Solano Water Authority Cement Hill Water Treatment Plant - New Access Road

SITE IMPROVEMENTS
SSWA-Fairfield MOU Cost Sharing of Ghilotti Bros., Inc. Bid, dated 3/25/25 City of Fairfield
18a 12" PVC Storm Drain Pipe, Manuel Campos Parkway to
Plant 2 LF 208 $160.00 $33,280.00 7 100% $33,280.00 0% $0.00 18b 12" PVC Storm Drain Pipe, Plant 2 to PSC LF 96 $160.00 $15,360.00 8 0% $0.00 100% $15,360.00 19 12" DIP Storm Drain Pipe, Manuel Campos Parkway to
Plant 2 LF 82 $240.00 $19,680.00 7 100% $19,680.00 0% $0.00 20 6" PVC Storm Drain Pipe, Manuel Campos Parkway to
Plant 2 (Sludge pond 1) LF 52 $125.00 $6,500.00 7 100% $6,500.00 0% $0.00 21 Field Inlet - 24" x 24", Manuel Campos Parkway to
Plant 2 EA 7 $7,000.00 $49,000.00 7 100% $49,000.00 0% $0.00 22 Relocate Sign EA 1 $500.00 $500.00 29 0% $0.00 100% $500.00 23 Sawcut Asphalt Concrete LF 65 $11.00 $715.00 17 80% $572.00 20% $143.00 24 Cut and cap 1 1/2" Water Line EA 1 $2,500.00 $2,500.00 11 100% $2,500.00 0% $0.00 25 Cut, Relocate & Reconnect 2" Sonitrol Line EA 1 $6,282.00 $6,282.00 11 100% $6,282.00 0% $0.00 26 Bollard EA 2 $2,000.00 $4,000.00 3 0% $0.00 100% $4,000.00 27 Hydroseed LS 1 $5,000.00 $5,000.00 2 80% $4,000.00 20% $1,000.00 28 Electrical Raceways and Wiring, Gate to Plant 2 LS 1 $163,512.50 $163,512.50 13 0% $0.00 100% $163,512.50 29 Pole Light Fixture including install (one fixture) LS 1 $4,565.00 $4,565.00 15 0% $0.00 100% $4,565.00 30 Sludge Line LF 273 $260.00 $70,980.00 9 0% $0.00 100% $70,980.00 31 AB Transition From New AC Road to Existing AB SF 550 $12.00 $6,600.00 3 0% $0.00 100% $6,600.00 32 Drainage Ditch (include excavation, compaction and
placement of AB) SF 80 $45.00 $3,600.00 3 80% $2,880.00 20% $720.00 33 10" Storm Drain Yard Drain EA 1 $1,300.00 $1,300.00 8 0% $0.00 100% $1,300.00 34 10" Corrugated Storm Drain Pipe LF 34 $248.00 $8,432.00 8 0% $0.00 100% $8,432.00 $991,400.72 $579,542 $411,859
$991,401 $579,542 $411,859
Gate = $10,000.00
Pond Grading = $55,680.00
TOTAL SID/SSWA = $346,178.80

SUBTOTAL, BID SCHEDULE A

BID SCHEDULE A TOTAL
250326-SSWA_CH_NewEntrance-MOU_Share-Bid_GhilottiBrosInc_UR Edits_rnp.xlsx Kjeldsen, Sinnock Neudeck, Inc.

SITE IMPROVEMENTS
SSWA-Fairfield MOU Cost Sharing of Ghilotti Bros., Inc. Bid, dated 3/25/25 City of Fairfield
1a Grading, Roadway, Plant 2 to PSC (Net Fill) CY 120 $120.00 $14,400.00 3 0% $0.00 100% $14,400.00 1b Grading, North End of Sludge Pond 3 (Net Cut, See
Item 3 for Export) CY 580 $120.00 $69,600.00 2 80% $55,680.00 20% $13,920.00 2 Fine Grading, Plant 2 to PSC SF 7,838 $0.75 $5,878.50 3 0% $0.00 100% $5,878.50 3 Earthwork, Export to Stockpile, Grading North End of
Pond 3 CY 580 $6.50 $3,770.00 3 0% $0.00 100% $3,770.00 4 3" Road Aggregate Base, Sludge Pond 3 SF 7,620.0 $2.25 $17,145.00 3 0% $0.00 100% $17,145.00 5 4" Asphalt Concrete, Plant 2 to PSC SF 6,270 $6.00 $37,620.00 20 0% $0.00 100% $37,620.00 6 14" Aggregate Base, Plant 2 to PSC SF 6,270 $6.60 $41,382.00 20 0% $0.00 100% $41,382.00 7 Bioretention Swale (includes excavation, 6" perforated pipe, AB, bio retention mix, geotextile fabric), Plant 2 to PSC LF 152 $145.00 $22,040.00 8 0% $0.00 100% $22,040.00 8 Grouted Riprap, Plant 2 to PSC SF 115 $6.50 $747.50 8 0% $0.00 100% $747.50 9 3.5' Concrete Valley Gutter (includes AB), Plant 2 to PSC SF 740 $20.00 $14,800.00 8 0% $0.00 100% $14,800.00 10 3' Concrete Valley Gutter (includes AB), Plant 2 to PSC SF 180 $40.00 $7,200.00 8 0% $0.00 100% $7,200.00 11 12" PVC Storm Drain Pipe, Plant 2 to PSC LF 118 $140.00 $16,520.00 8 0% $0.00 100% $16,520.00 12 Field Inlet - 24" x 24", Plant 2 to PSC EA 2 $8,000.00 $16,000.00 8 0% $0.00 100% $16,000.00 13 Deduction, AB Transition From New AC Road to
Existing AB Road SF -550.0 $11.00 -$6,050.00 3 0% $0.00 100% -$6,050.00 14 Deduction, Drainage Ditch (include excavation,
compaction and placement of AB) SF -80.0 $45.00 -$3,600.00 3 0% $0.00 100% -$3,600.00 15 Deduction, 10" Storm Drain Yard Drain EA -1 $1,200.00 -$1,200.00 8 0% $0.00 100% -$1,200.00 16 Deduction, 10" Corrugated Storm Drain Pipe LF -34 $220.00 -$7,480.00 8 0% $0.00 100% -$7,480.00 $248,773 $55,680 $193,093
$248,773 $55,680 $193,093
$1,240,174 $635,222 $604,952

ALTERNATE ITEMS
OVERALL TOTAL, BID SCHEDULE A + BID SCHEDULE B

SUBTOTAL, BID SCHEDULE B

BID SCHEDULE B

BID SCHEDULE B TOTAL
250326-SSWA_CH_NewEntrance-MOU_Share-Bid_GhilottiBrosInc_UR Edits_rnp.xlsx Kjeldsen, Sinnock Neudeck, Inc.

Bid Schedule B & C Not Awarded
Exhibit A Print Date: 6/30/2025
Item Description Unit Estimated
Quantity
Item Price Total MOU Cost
Sharing
Fairfield
%
Fairfield Cost SID % SID Cost
Suisun-Solano Water Authority Cement Hill Water Treatment Plant - New Access Road

SITE IMPROVEMENTS
SSWA-Fairfield MOU Cost Sharing of Ghilotti Bros., Inc. Bid, dated 3/25/25 City of Fairfield
1 Cleaning CY 2,000 $18.00 $36,000.00 3 0% $0.00 100% $36,000.00 $36,000 $0 $36,000
$36,000 $0 $36,000
$1,276,173.72 $635,222 $640,952
NOTES:

1. Above items & quantities are based on Bid Level Plans dated January 14, 2025

2. Costs are per the bid provided by Ghilotti Bros., Inc. on March 25, 2025.

BID SCHEDULE C
OVERALL TOTAL, BID SCHEDULE A + BID SCHEDULE B + BID SCHEDULE C

SUBTOTAL, ALTERNATE ITEMS

BID SCHEDULE C TOTAL

ALTERNATE ITEMS
250326-SSWA_CH_NewEntrance-MOU_Share-Bid_GhilottiBrosInc_UR Edits_rnp.xlsx Kjeldsen, Sinnock Neudeck, Inc.

Bid Schedule B & C Not Awarded

PROJECT SURVEYOR

PROJECT ENGINEER

DESIGN BY

DRAWN BY

CHECK BY
DATE

SHEET IDENTIFICATION
OF
KSN PROJECT FILE NO.

SHEET
www.ksninc.com
711 N. Pershing Avenue
Stockton, CA 95203
209-946-0268
916-403-5900
1550 Harbor Blvd., Suite 212
West Sacramento, CA 95691

VERTICAL DATUM

HORIZONTAL DATUM

DRAWING SCALE
1"½"0

ORIGINAL DRAWING SCALE
DATEDESCRIPTIONNO. APPR.

CITY OF FAIRFIELD

CEMENT HILL WATER TREATMENT PLANT

NEW ACCESS ROAD
CCS83, ZONE 2

LOCAL CONTROL
DECEMBER 2024
21 2524-0010

GENERAL NOTES
JDK
PX
ERS

AS NOTED
C22

CIVIL GENERAL NOTES CONSTRUCTION NOTES

TRAFFIC CONTROL

CLEANUP

SURVEY NOTES

EXCAVATION, BACKFILL & COMPACTION

TESTING

OWNERDUST AND MUD CONTROL

ENVIRONMENTAL NOTES

AGENCY CONTACTS
STORM
SEWER

SECTION A-A SECTION B-B

PLAN VIEW

PROJECT SURVEYOR

PROJECT ENGINEER

DESIGN BY

DRAWN BY

CHECK BY
DATE

SHEET IDENTIFICATION
OF
KSN PROJECT FILE NO.

SHEET
www.ksninc.com
711 N. Pershing Avenue
Stockton, CA 95203
209-946-0268
916-403-5900
1550 Harbor Blvd., Suite 212
West Sacramento, CA 95691

VERTICAL DATUM

HORIZONTAL DATUM

DRAWING SCALE
1"½"0

ORIGINAL DRAWING SCALE
DATEDESCRIPTIONNO. APPR.

CITY OF FAIRFIELD

CEMENT HILL WATER TREATMENT PLANT

NEW ACCESS ROAD
CCS83, ZONE 2

LOCAL CONTROL
DECEMBER 2024
21 2524-0010
DETAIL PLAN 1
JDK
PX
ERS

AS NOTED
C33
B.

B
A
A

SECTION B-B

SECTION A-A
SEWER

PROJECT SURVEYOR

PROJECT ENGINEER

DESIGN BY

DRAWN BY

CHECK BY
DATE

SHEET IDENTIFICATION
OF
KSN PROJECT FILE NO.

SHEET
www.ksninc.com
711 N. Pershing Avenue
Stockton, CA 95203
209-946-0268
916-403-5900
1550 Harbor Blvd., Suite 212
West Sacramento, CA 95691

VERTICAL DATUM

HORIZONTAL DATUM

DRAWING SCALE
1"½"0

ORIGINAL DRAWING SCALE
DATEDESCRIPTIONNO. APPR.

CITY OF FAIRFIELD

CEMENT HILL WATER TREATMENT PLANT

NEW ACCESS ROAD
CCS83, ZONE 2

LOCAL CONTROL
DECEMBER 2024
21 2524-0010
5 DETAIL PLAN 2
JDK
PX
ERS

AS NOTED
C44

CONFIGURATION IS FOR ENTRANCE

SIDE OF DOUBLE-SWING GATE

MIRROR THE ABOVE CONFIGURATION
FOR THE EXIT SIDE OF DOUBLE-SWING GATE w/ EXCEPTION:

MOTOR IS INSTALLED INSIDE THE FENCED AREA.

BOTH ENTRANCE AND EXIT GATE TO OPEN AT THE
SAME TIME TOWARD THE SITE.
(SHOWN FOR REFERENCE ONLY)
CL

CHWTP SIGN
(SEE NOTE 12)

CHWTP SIGN
(SEE NOTE 8)

CHRISTY VALVE BOX MARKED
"SEWER" OR APPROVED EQUAL 8" MIN.
24" MAX.

EDGE OF PAVEMENT

SLOPE SLOPE
6" DEEP, 3
PLUG
4" CRUSHED
ROCK BENEATH BOX.

EXTEND MIN. 4" AROUND BOX

CLEANOUT
45° BEND
WYE

REMOVE (E) PLUG

SERVICE
(E) LATERAL

SEWER CLEANOUT
N.T.S.

BUILDING CITY

CITY OF FAIRFIELDDEPARTMENT OF PUBLIC WORKS
DETAIL NAME:

GENERAL NOTES:

1. WYE, 45° BEND AND CLEANOUT SHALL BE
VCP.

2. APPLICABLE ONLY WHEN SERVICE LINE
SIZE IS LESS THAN 8".

APPROVED
BY

CITY ENGINEER
DATE: DECEMBER 2020
R.C.E. 74795 SS5

SPECIAL CASE INDUSTRIAL /

COMMERCIAL SEWER CLEANOUT

1+00
4+00

PROJECT SURVEYOR

PROJECT ENGINEER

DESIGN BY

DRAWN BY

CHECK BY
DATE

SHEET IDENTIFICATION
OF
KSN PROJECT FILE NO.

SHEET
www.ksninc.com
711 N. Pershing Avenue
Stockton, CA 95203
209-946-0268
916-403-5900
1550 Harbor Blvd., Suite 212
West Sacramento, CA 95691

VERTICAL DATUM

HORIZONTAL DATUM

DRAWING SCALE
1"½"0

ORIGINAL DRAWING SCALE
DATEDESCRIPTIONNO. APPR.

CITY OF FAIRFIELD

CEMENT HILL WATER TREATMENT PLANT

NEW ACCESS ROAD
CCS83, ZONE 2

LOCAL CONTROL
DECEMBER 2024
21 2524-0010
DETAIL PLAN 3
PX
PX
ERS

AS NOTED
C4B5

D
S
S
ELEC
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E
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W
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1+00 2+00 2+24
1+00 1+81
2+00
3+00
4+00
5+00 6+006+00
PLANT 2

WASHWATER POND
SLUDGE POND 3
CLARIFIER 3
SLUDGE POND 1
1+00
E

MATCHLINESEEABOVELEFT

PROJECT SURVEYOR

PROJECT ENGINEER

DESIGN BY

DRAWN BY

CHECK BY
DATE

SHEET IDENTIFICATION
OF
KSN PROJECT FILE NO.

SHEET
www.ksninc.com
711 N. Pershing Avenue
Stockton, CA 95203
209-946-0268
916-403-5900
1550 Harbor Blvd., Suite 212
West Sacramento, CA 95691

VERTICAL DATUM

HORIZONTAL DATUM

DRAWING SCALE
1"½"0

ORIGINAL DRAWING SCALE
DATEDESCRIPTIONNO. APPR.

CITY OF FAIRFIELD

CEMENT HILL WATER TREATMENT PLANT

NEW ACCESS ROAD
CCS83, ZONE 2

LOCAL CONTROL
DECEMBER 2024
21 2524-0010

LAYOUT PLAN
JDK
PX
ERS

AS NOTED
C56

MATCHLINESEEBELOWRIGHT

MATCHLINE SEE LEFT

MATCHLINE SEE RIGHT
1+00 2+00 2+24
1+00 1+81
2+00
3+00
4+00 5+00 6+006+00
1+00 2+00 2+24
1+00 1+81
2+00
3+00
4+00 5+00 6+006+00
SLUDGE POND 1

SECTION D-D

SECTION C-C
6 C3
5 C3
5 C3
6 C3

PROJECT SURVEYOR

PROJECT ENGINEER

DESIGN BY

DRAWN BY

CHECK BY
DATE

SHEET IDENTIFICATION
OF
KSN PROJECT FILE NO.

SHEET
www.ksninc.com
711 N. Pershing Avenue
Stockton, CA 95203
209-946-0268
916-403-5900
1550 Harbor Blvd., Suite 212
West Sacramento, CA 95691

VERTICAL DATUM

HORIZONTAL DATUM

DRAWING SCALE
1"½"0

ORIGINAL DRAWING SCALE
DATEDESCRIPTIONNO. APPR.

CITY OF FAIRFIELD

CEMENT HILL WATER TREATMENT PLANT

NEW ACCESS ROAD
CCS83, ZONE 2

LOCAL CONTROL
DECEMBER 2024
21 2524-0010

GRADING PLAN
JDK
PX
ERS

AS NOTED
C67

SECTION A-A
5 C3

SECTION B-B
6 C3
6 C3
5 C3
16 C4
16 C4
16 C4
16 C4
16 C4
1 C4B
PLANT 2

WASHWATER POND
SLUDGE POND 3
CLARIFIER 3 CLARIFIER 2
SLUDGE POND 1
E
E
E
E
E
E
E
E
E
E
E
S
1+00 2+00 2+24
1+00 1+81
1+00
2+00
3+00
4+00 5+00 6+006+00

PROJECT SURVEYOR

PROJECT ENGINEER

DESIGN BY

DRAWN BY

CHECK BY
DATE

SHEET IDENTIFICATION
OF
KSN PROJECT FILE NO.

SHEET
www.ksninc.com
711 N. Pershing Avenue
Stockton, CA 95203
209-946-0268
916-403-5900
1550 Harbor Blvd., Suite 212
West Sacramento, CA 95691

VERTICAL DATUM

HORIZONTAL DATUM

DRAWING SCALE
1"½"0

ORIGINAL DRAWING SCALE
DATEDESCRIPTIONNO. APPR.

CITY OF FAIRFIELD

CEMENT HILL WATER TREATMENT PLANT

NEW ACCESS ROAD
CCS83, ZONE 2

LOCAL CONTROL
DECEMBER 2024
21 2524-0010

UTILITY PLAN
JDK
PX
ERS

AS NOTED
C78
D
S
ELEC
E
E
E
D
SLUDGE POND 1
1+00 2+00 2+24
1+00 1+81
1+00
2+00
3+00
4+00 5+00 6+006+00
1+00 2+00 2+24
1+00 1+81
1+00
2+00
3+00
4+00 5+00 6+006+00

PROJECT SURVEYOR

PROJECT ENGINEER

DESIGN BY

DRAWN BY

CHECK BY
DATE

SHEET IDENTIFICATION
OF
KSN PROJECT FILE NO.

SHEET
www.ksninc.com
711 N. Pershing Avenue
Stockton, CA 95203
209-946-0268
916-403-5900
1550 Harbor Blvd., Suite 212
West Sacramento, CA 95691

VERTICAL DATUM

HORIZONTAL DATUM

DRAWING SCALE
1"½"0

ORIGINAL DRAWING SCALE
DATEDESCRIPTIONNO. APPR.

CITY OF FAIRFIELD

CEMENT HILL WATER TREATMENT PLANT

NEW ACCESS ROAD
CCS83, ZONE 2

LOCAL CONTROL
DECEMBER 2024
21 2524-0010

EROSION CONTROL
JDK
PX
ERS

AS NOTED
C89

D
S
S
ELEC
E
E
E
W
W
BO
D
PLANT 2

WASHWATER POND
SLUDGE POND 3
CLARIFIER 3 CLARIFIER 2
1+00 2+00 2+24
1+00 1+81
2+00
3+00
4+00 5+00 6+006+00
1+00 2+00 2+24
1+00 1+81
2+00
3+00
4+00 5+00 6+006+00
SLUDGSLUDGE POND 1

PROJECT SURVEYOR

PROJECT ENGINEER

DESIGN BY

DRAWN BY

CHECK BY
DATE

SHEET IDENTIFICATION
OF
KSN PROJECT FILE NO.

SHEET
www.ksninc.com
711 N. Pershing Avenue
Stockton, CA 95203
209-946-0268
916-403-5900
1550 Harbor Blvd., Suite 212
West Sacramento, CA 95691

VERTICAL DATUM

HORIZONTAL DATUM

DRAWING SCALE
1"½"0

ORIGINAL DRAWING SCALE
DATEDESCRIPTIONNO. APPR.

CITY OF FAIRFIELD

CEMENT HILL WATER TREATMENT PLANT

NEW ACCESS ROAD
CCS83, ZONE 2

LOCAL CONTROL
DECEMBER 2024
21 2524-0010

MATCHLINE SEE ABOVE RIGHT

PAVING PLAN
JDK
PX
ERS

AS NOTED
C910

MATCHLINE SEE BELOW LEFT
SECTION 16010: ELECTRICAL GENERAL PROVISIONSPART I: GENERAL

1.01 CONDITIONS AND REQUIREMENTS
A.

B. THIS SECTION SUPPLEMENTS ALL SECTIONS OF DIVISION 16AND SHALL APPLY TO ALL PHASES OF WORK HEREINAFTERSPECIFIED, SHOWN ON THE DRAWINGS, OR REQUIRED, TOPROVIDE A COMPLETE INSTALLATION OF ELECTRICALSYSTEMS FOR THIS PROJECT.

REFER TO THE GENERAL CONDITIONS, SUPPLEMENTARYGENERAL CONDITIONS, CONTRACT REQUIREMENTS ANDDIVISION 1, GENERAL REQUIREMENTS.

1.02 DEFINITIONS (APPLICABLE TO DRAWINGS AND SPECIFICATIONS) ABOVE GRADE:

BELOW GRADE:

CONCEALED:

NOT BURIED IN GROUND AND NOT EMBEDDED INCONCRETE SLAB ON GROUND.

BURIED IN GROUND OR EMBEDDED IN CONCRETESLAB IN GROUND.

INSIDE BUILDING ABOVE GRADE AND LOCATEDWITHIN WALLS, FURRED SPACES, CRAWLSPACES, ATTIC AND ABOVE SUSPENDED CEI-LINGS, ETC. IN GENERAL, ANY ITEM NOTVISIBLE OR DIRECTLY ACCESSIBLE.

CONNECT:COMPLETE HOOKUP OF ITEM WITH REQUIREDSERVICES, INCLUDING CONDUIT, WIRES ANDOTHER ACCESSORIES.

CONTRACTOR:ELECTRICAL SUB-CONTRACTOR UNLESS STATEDOTHERWISE.

EXPOSED:EITHER VISIBLE OR SUBJECT TO MECHANICALOR WEATHER DAMAGE, INDOORS OR OUTDOORS,INCLUDING AREAS SUCH AS MECHANICAL ANDSTORAGE ROOMS. IN GENERAL, ANY ITEM THAT ISDIRECTLY ACCESSIBLE WITHOUT REMOVING PANELS,WALLS, CEILING OR OTHER PARTS OF STRUCTURE.

FURNISH:

INSTALL:

PROVIDE:

UNDERGROUND:

USE (VERB):

WIRING:

SUPPLY AND DELIVER COMPLETE.

PLACE, SECURE AND CONNECT AS REQUIRED TOMAKE FULLY OPERATIONAL.

FURNISH AND INSTALL AS DEFINED ABOVE;PERFORM WORK.

BURIED IN GROUND, INCLUDING UNDERBUILDING SLABS.

FURNISH AND INSTALL AS DEFINED ABOVE.

ELECTRICAL RACEWAY, CONDUCTOR ANDCONNECTION

1.03 SCOPE OF WORK
A. FURNISH AND INSTALL ALL MATERIALS AND EQUIPMENT ANDPROVIDE ALL LABOR REQUIRED AND NECESSARY TO COMPLETETHE WORK SHOWN ON THE DRAWINGS AND /OR SPECIFIED INDIVISION 16 AND ALL OTHER WORK AND MISCELLANEOUS INITEMS, NOT SPECIFICALLY MENTIONED, BUT REASONABLYINFERRED FOR A COMPLETE INSTALLATION, INCLUDING ALLACCESSORIES AND APPURTENANCES REQUIRED FOR TESTINGTHE SYSTEM. IT IS THE INTENT OF THE DRAWINGS ANDSPECIFICATIONS THAT ALL SYSTEMS BE COMPLETE ANDREADY FOR OPERATION.

B. RELATED WORK SPECIFIED ELSEWHERE1. SEE HVAC: DRAWINGS AND SPECIFICATIONS.2. SEE PLUMBING: DRAWINGS AND SPECIFICATIONS.

1.04 CODE COMPLIANCE
A. ALL WORK AND MATERIALS SHALL COMPLY WITH THE LATESTRULES, CODES AND REGULATIONS, INCLUDING, BUT NOTLIMITED TO THE FOLLOWING.

1. OCCUPATIONAL SAFETY AND HEALTH ACT STANDARDS (OSHA).2. NFPA #70: NATIONAL ELECTRIC CODE (NEC).3. NFPA #101: LIFE SAFETY CODE.4. ALL OTHER APPLICABLE FEDERAL, STATE AND LOCAL LAWS AND REGULATIONS.

B. CODE COMPLIANCE IS MANDATORY. NOTHING IN THESEDRAWINGS AND SPECIFICATIONS PERMITS WORK NOTCONFORMING TO THESE CODES. WHERE WORK IS SHOWN TOEXCEED MINIMUM CODE REQUIREMENTS, COMPLY WITH DRAWINGSAND SPECIFICATIONS.

C. NO WORK SHALL BE CONCEALED UNTIL AFTER INSPECTIONAND APPROVAL BY PROPER AUTHORITIES. IF WORK ISCONCEALED WITHOUT INSPECTION AND APPROVAL, THECONTRACTOR SHALL BE RESPONSIBLE FOR ALL WORK REQUIREDTO OPEN AND RESTORE THE CONCEALED AREAS IN ADDITION TOALL REQUIRED MODIFICATIONS.

1.05 LICENSE, FEES AND PERMITS
A. ARRANGE FOR REQUIRED INSPECTIONS AND PAY ALLLICENSE, PERMIT AND INSPECTION FEES.

1.06 CONDITIONS AT SITE
A. VISIT TO SITE IS REQUIRED OF ALL BIDDERS PRIOR TOSUBMISSION OF BID. ALL WILL BE HELD TO HAVE FAMILIARIZEDTHEMSELVES WITH ALL DISCERNIBLE CONDITIONS AND NO EXTRAPAYMENT WILL BE ALLOWED FOR WORK REQUIRED BECAUSE OFTHESE CONDITIONS, WHETHER SPECIFICALLY MENTIONED OR NOT.

B. LINES OF OTHER SERVICES THAT ARE DAMAGED AS A RESULT OFTHIS WORK SHALL PROMPTLY BE REPAIRED AT NOEXPENSE TO THE OWNER TO COMPLETE SATISFACTION OF THEOWNER.

1.07 DRAWINGS AND SPECIFICATIONS
A. ALL DRAWINGS AND ALL DIVISIONS OF THESE SPECIFICATIONSSHALL BE CONSIDERED AS A WHOLE AND WORK OF THIS DIVISIONSHOWN ANYWHERE THEREIN SHALL BE FURNISHED UNDER THISDIVISION.

B. THE CONTRACT DRAWINGS ARE DIAGRAMMATIC AND INDICATE THEGENERAL ARRANGEMENT OF EQUIPMENT AND WIRING MOST DIRECTROUTING OF CONDUITS AND WIRING IS NOT ASSURED. EXACTREQUIREMENTS SHALL BE GOVERNED BY ARCHITECTURAL,STRUCTURAL AND MECHANICAL CONDITIONS OF THE JOB. CONSULTALL OTHER DRAWINGS IN PREPARATION OF THE BID. EXTRA LENGTHSOF WIRING OR ADDITION OF PULL OR JUNCTION BOXES, ETC.,NECESSITATED BY SUCH CONDITIONS SHALL BE INCLUDED IN THE BID.CHECK ALL INFORMATION AND REPORT ANY APPARENTDISCREPANCIES BEFORE SUBMITTING BID.

C. RIGHT IS RESERVED TO MAKE CHANGE. UP TO TEN FEET INLOCATION OF ANY OUTLET OR EQUIPMENT PRIOR TOROUGHING-IN WITHOUT INCREASING CONTRACT COST.

D. EQUIPMENT AND FIXTURES SHALL BE CONNECTED TO PROVIDECIRCUIT CONTINUITY IN ACCORDANCE WITH APPLICABLE CODES,WHETHER OR NOT EACH PIECE OF CONDUCTOR, CONDUIT ORPROTECTIVE DEVICE IS SHOWN BETWEEN ITEMS OF EQUIPMENT ORFIXTURES AND THE POINT OF CIRCUIT ORIGIN.

1.08 SAFETY AND INDEMNITY
A. SAFETY: THE CONTRACTOR SHALL BE SOLELY AND COMPLETELYRESPONSIBLE FOR CONDITIONS OF THE JOB SITE, INCLUDING SAFETYOF ALL PERSONS AND PROPERTY DURING PERFORMANCE OF THEWORK . THIS THIS REQUIREMENT WILL APPLY CONTINUOUSLY AND NOTBE LIMITED TO NORMAL WORKING HOURS.

B. NO ACT, SERVICE, DRAWING REVIEW OR CONSTRUCTION REVIEW BYOWNER, THE ARCHITECT, THE ENGINEERS OR THEIR CONSULTANTS, ISINTENDED TO INCLUDE REVIEW OF THE ADEQUACY OF THECONTRACTOR'S SAFETY MEASURES, IN, ON OR NEAR THECONSTRUCTION SITE.

1.09 RECORD DRAWINGS
A. CONTRACTOR SHALL OBTAIN A COMPLETE RECORD SET OFREPRODUCIBLE TRANSPARENCIES FROM THE ARCHITECT. THIS SHALLBE CORRECTED DAILY TO SHOW ALL CHANGES FROM ORIGINALCONTRACT DRAWINGS AND SHALL BE KEPT ON THE JOB. THIS SET OFREPRODUCIBLES, CLEARLY AND NEATLY MARKED, SHALL BEDELIVERED TO THE ARCHITECT UPON COMPLETION OF THE JOB.

1.10 GUARANTEE
A. GUARANTEE THE INSTALLATION FREE FROM DEFECTS OFWORKMANSHIP AND MATERIALS FOR A PERIOD OF ONE YEAR AFTERDATE OF CERTIFICATE OF FINAL PAYMENT AND PROMPTLY REMEDYANY DEFECTS DEVELOPING DURING THIS PERIOD, WITHOUT CHARGE.

PART II:PRODUCTS

2.01 MATERIAL APPROVAL
A. ALL MATERIALS MUST BE NEW AND BEAR UNDERWRITERS'LABORATORIES LABEL. MATERIALS THAT ARE NOT COVERED BY ULTESTING STANDARDS SHALL BE TESTED AND APPROVED BY ANINDEPENDENT TESTING LABORATORY OR A GOVERNMENTALAGENCY.

B. MATERIAL NOT IN ACCORDANCE WITH THESE SPECIFICATIONS MAYBE REJECTED EITHER BEFORE OR AFTER INSTALLATION.

2.02 SUBSTITUTIONS
A. WHEREVER POSSIBLE, MORE THAN ONE MANUFACTURER HAS BEENLISTED FOR VARIOUS ITEMS OF EQUIPMENT, ANY ONE OF WHICH WILL BEACCEPTABLE. BASE THE BID ON USE OF MATERIALS SPECIFIED. IF, AFTERAWARD OF THE CONTRACT, A SUBSTITUTE IS PROPOSED, THE REQUESTFOR PERMISSION TO SUBSTITUTE SHALL BE ACCOMPANIED WITH ASTATEMENT OF THE AMOUNT OF MONEY TO BE RETURNED TO THECONTRACT IF THE SUBSTITUTION IS PERMITTED. THE ARCHITECT IS THESOLE JUDGE OF ACCEPTABILITY OF PREFERRED SUBSTITUTIONS. IF ASUBSTITUTE IS PERMITTED, AND ANY RE-DESIGN EFFORT IS THEREBYNECESSITATED, THE REQUIRED RE-DESIGN SHALL BE AT THECONTRACTOR'S EXPENSE.

2.03 SUBMITTALS
A. SUBMIT TO ARCHITECT SEVEN (7) COPIES OF COMPLETE SHOPDRAWINGS AND MATERIALS LISTS, AS NOTED BELOW , FOR REVIEWWITHIN THIRTY (30) DAYS AFTER AWARD OF CONTRACT. ALL PROPOSEDDEVIATIONS FROM SPECIFICATIONS MUST BE CLEARLY LISTED UNDER APROMINENT HEADING ENTITLED "DEVIATIONS." B. SUBMITTALS REQUIRED AS FOLLOWS:

1. MATERIALS LIST: IDENTIFYING INFORMATION COVERING ALL ELECTRICAL MATERIALS.2. SPLICE BOXES AND MANHOLES: DETAILED DRAWINGS INCLUDING ALL DIMENSIONS.3. PANELBOARDS AND SWITCHBOARDS: COMPLETE SHOP DRAWINGS.4. LIGHTING FIXTURES: CATALOG CUTS AND PHOTOMETRIC DATA.

2.04 OPERATING AND MAINTENANCE MATERIALS
A. SUBMIT OPERATING AND MAINTENANCE MANUALS OFEQUIPMENT AS SPECIFIED UNDER DIVISION 1. VERIFYEXACT QUANTITY WITH ARCHITECT.

2.05 PRODUCT DELIVERY, STORAGE AND HANDLING
A. DELIVER AND HANDLE MATERIALS IN A MANNER TOPREVENT DAMAGE.

B. STORE AND PROTECT EQUIPMENT FROM WEATHERAND DAMPNESS.

PART III:EXECUTION

3.01 WORKMANSHIP AND CONTRACTOR'S QUALIFICATIONS
A. ONLY QUALITY WORKMANSHIP WILL BE ACCEPTED.HAPHAZARD OR POOR INSTALLATION PRACTICE WILL BECAUSE FOR REJECTION OF WORK.

B. PROVIDE FOREMAN IN CHARGE OF THIS WORK AT ALLTIMES.

3.02 COORDINATION
A. COORDINATE WORK WITH OTHER TRADES TO AVOID CONFLICT ANDTO PROVIDE CORRECT ROUGH-IN AND CONNECTION FOR EQUIPMENTFURNISHED UNDER OTHER TRADES THAT REQUIRE ELECTRICALCONNECTIONS. INFORM CONTRACTORS OF OTHER TRADES OF THEREQUIRED ACCESS TO AND CLEARANCES AROUND ELECTRICALEQUIPMENT TO MAINTAIN SER-VICABILITY AND CODE COMPLIANCE.

B. VERIFY EQUIPMENT DIMENSIONS AND REQUIREMENTS WITHPROVISIONS SPECIFIED UNDER THIS SECTION. CHECK ACTUAL JOBCONDITIONS BEFORE FABRICATING WORK. REPORT NECESSARYCHANGES IN TIME TO PREVENT NEEDLESS WORK. CHANGES ORADDITIONS SUBJECT TO ADDITIONAL COMPENSATION AND AGREEDPRICE, SHALL BE AT CONTRACTOR'S RISK AND EXPENSE.

C. VERIFY WITH UTILITIES COMPANY AND TELEPHONE COMPANY FORALL REQUIREMENTS. ARRANGE WITH THEM SCHEDULING ANDCOORDINATION NECESSARY FOR PROVIDING SERVICE AND MAKINGCONNECTIONS.

3.03 CUTTING AND PATCHING
A. ALL CUTTING AND PATCHING REQUIRED FOR WORK OF THIS DIVISIONIS INCLUDED HEREIN. COORDINATION WITH GENERAL CONTRACTORAND OTHER TRADES IS IMPERATIVE. CONTRACTOR SHALL BEAR THERESPONSIBILITY FOR AND THE ADDED EXPENSE OF ADJUSTING FORIMPROPER HOLES, SUPPORTS, ETC.

3.04 EXCAVATION AND BACKFILL
A. ALL EXCAVATION AND BACKFILL REQUIRED BECAUSE OF THIS WORKSHALL BE INCLUDED. TRENCHES SHALL BE CUT STRAIGHT AND TRUEAND SHALL BE SHORED AND BRACED WHERE REQUIRED.

3.05 EXISTING UNDERGROUND UTILITIES AND SERVICES
A. LOCATIONS OF EXISTING UTILITIES, WHERE SHOWN, WEREESTABLISHED FROM BEST POSSIBLE INFORMATION. ASSUME THATTHIS INFORMATION IS APPROXIMATE. CONTRACTOR SHALL VERIFYEXACT LOCATIONS AND DEPTHS BEFORE STARTING WORK. SHOULD,DURING THE COURSE OF THE WORK, CONDITIONS ARISE THATINDICATE CONDITIONS ARE OTHER THAN INDICATED, NOTIFYARCHITECT IMMEDIATELY. USE EXTREME CAUTION SO AS NOT TODAMAGE OR BREAK LINES THAT ARE IN USE. IF BREAKAGE DOESOCCUR, CONTRACTOR SHALL BE RESPONSIBLE FOR ALL DAMAGEAND REPAIRS RESULTING THEREFROM. ALL UNUSUAL CONDITIONSWITH RESPECT TO EXISTING FACILITIES SHALL BE BROUGHT TOARCHITECT'S ATTENTION IMMEDIATELY.

3.06 CONNECTIONS TO EXISTING WORK
A. INSTALL NEW WORK AND CONNECT TO EXISTING WORK WITH MINIMUMINTERFERENCE TO EXISTING FACILITIES. ALL EXISTING SERVICEINTERRUPTIONS MUST BE SCHEDULED IN ADVANCE WITH OWNER TOSUIT HIS CONVENIENCE. DURATION OF INTERRUPTIONS SHALL BE ASAGREE WITH OWNER AND ARCHITECT. OWNER RESERVES THE RIGHTTO REQUIRE THAT NECESSARY INTERRUPTIONS BE AT TIMES OTHERTHAN USUAL BUSINESS HOURS. CONTRACTOR SHALL FOLLOW THEAPPROVED WORK PHASING SEQUENCE AS DIRECTED BY THE OWNERAND ARCHITECT. MAINTAIN CONTINUOUS OPERATIONS OF EXISTINGFACILITIES AS REQUIRED WITH NECESSARY TEMPORARYCONNECTIONS BETWEEN NEW AND EXISTING WORK.RESTOREEXISTING DISTURBED WORK TO ORIGINAL CONDITION, INCLUDINGMAINTENANCE OF WIRING CONTINUITY AS REQUIRED.

3.07 ACCEPTANCE DEMONSTRATION
A. UPON COMPLETION OF WORK, AT A TIME TO BE DESIGNATED BYTHE OWNER, THE CONTRACTOR SHALL DEMONSTRATE FOR THEOWNER THE OPERATION OF THE ELECTRICAL INSTALLATION,INCLUDING ANY AND ALL SPECIAL ITEMS INSTALLED BY HIM ORINSTALLED UNDER HIS SUPERVISION.

3.08 FIELD TEST AND OPERATIONAL CHECK
A. ARRANGEMENTS FOR A FINAL TEST AND INSPECTION OF COMPLETEDSYSTEMS BY THE ARCHITECT SHALL INCLUDE:

1. DEMONSTRATION THAT ALL CIRCUITS, LIGHTS AND EQUIPMENT OPERATE SATISFACTORILY AND AS CALLED FOR, WITH FIXTURES AND EQUIPMENT/DEVICES CONNECTED.

2. VERIFICATION OF PROPER DIRECTION OF ROTATION OF ALLMOTORS.

3. INSPECTION OF ALL EQUIPMENT AND INTERIOR OF ALL SWITCHBOARDS, PANELS, CABINETS, HANDHOLES ANDOTHER ITEMS AS APPLICABLE.

4. SPOT CHECK VERIFICATION OF COLOR CODING, TAGGING,NUMBERING AND SPLICE MAKE UP.

B. CONTRACTOR SHALL PERFORM INSULATION TEST OF ALL BRANCHCIRCUITS AND OPERATIONAL CHECK OF ALL SYSTEMS.

C. PERFORM UNDER FULL LOAD CONDITIONS AND IN PRESENCE OFARCHITECT OR OWNER.

D. GROUND RESISTANCE TEST: SHALL BE ACCOMPLISHED WITH AGROUND RESISTANCE DIRECT -READING SINGLE TEST METERUTILIZING THE FALL-OF-POTENTIAL METHOD AND TOW REFERENCEELECTRODES. PERFORM TEST PRIOR TO INTERCONNECTION OF THEGROUND RODS TO OTHER GROUNDING SYSTEMS. GROUNDRESISTANCE SHOULD BE 5 OHMS MAXIMUM. PROVIDE ADDITIONALGROUND RODS IF REQUIRED.

END OF SECTION
SECTION 16040FIELD TEST AND OPERATIONAL CHECK
PART 1:GENERAL

1.01 CONDITIONS AND REQUIREMENTS
A. REFER TO THE GENERAL CONDITIONS, SUPPLEMENTARY GENERALCONDITIONS, CONTROL REQUIREMENTS AND DIVISION 1 -GENERAL REQUIREMENTS.

B. REFER TO SECTION 16010, ELECTRICAL GENERAL PROVISIONS.

1.02 DESCRIPTION
A. WORK INCLUDED IN THIS SECTION:

1. GROUND RESISTANCE TEST.

2. TRANSFORMER AND EXISTING SWITCHBOARD OPERATIONALCHECK.1.03 GENERAL SCOPE A. THE CONTRACTOR SHALL ENGAGE AND PAY FOR THE SERVICES OF ARECOGNIZED INDEPENDENT TESTING LABORATORY FOR THEPURPOSE OF PERFORMING INSPECTIONS AND TESTS AS HEREINSPECIFIED.

B. THE TESTING LABORATORY SHALL PROVIDE ALL MATERIAL,EQUIPMENT, LABOR AND TECHNICAL SUPERVISION TO PERFORMSWITCH TESTS AND INSPECTIONS.

C. IT IS THE INTENT OF THESE TESTS TO ASSURE THAT ALL ELECTRICALEQUIPMENTS, BOTH CONTRACTOR AND OWNER-SUPPLIED, ISOPERATIONAL AND IS INSTALLED IN ACCORDANCE WITH DESIGNSPECIFICATIONS.

D. THE TESTS AND INSPECTIONS SHALL DETERMINE THE SUITABILITYFOR ENERGIZATION.

E. SCHEDULE TESTS AND GIVE A MINIMUM OF TWO WEEKS ADVANCENOTICE TO THE OWNER'S REPRESENTATIVE.

1.04 QUALIFICATIONS OF TESTING AGENCY
A. THE TESTING AGENCY SHALL MEET FEDERAL 0SHA CRITERIA FORACCREDITATION OF TESTING LABORATORIES, TITLE 29, PART 1907.MEMBERSHIP IN THE NATIONAL ELECTRICAL TESTING ASSOCIATIONCONSTITUTES PROOF OF MEETING SUCH CRITERIA.

1.05 TEST INSTRUMENT TRACEABILITY
A. THE TESTING LABORATORY SHALL HAVE A CALIBRATION WHICHMAINTAINS ALL APPLICABLE TEST INSTRUMENTATION WITHIN RATEDACCURACY.

B. THE ACCURACY SHALL BE TRACEABLE TO THE NATIONAL BUREAU OFSTANDARDS IN AN UNBROKEN CHAIN.

C. INSTRUMENTS SHALL BE CALIBRATED IN ACCORDANCE WITH THEFOLLOWING FREQUENCY SCHEDULE:

1. FIELD INSTRUMENTS:6 MONTHS MAXIMUM.

2. LABORATORY INSTRUMENTS: 12 MONTHS.

3. LEASED SPECIALTY EQUIPMENT: 12 MONTHS, (WHERE ACCURACY IS GUARANTEED BY LESSOR, I.E., DOBLE).

D. DATED CALIBRATION LABELS SHALL BE VISIBLE ON ALL TESTEQUIPMENT.

2.02 WIRES AND CABLES
A. FOR POWER AND LIGHTING SYSTEMS 600V OR LESS:

1. CONDUCTOR: #12 AND #10 AWG SOLID COPPER. #8 AWG ANDLARGER SHALL BE STRANDED COPPER.

2. INSULATION TYPE: #12 TO #1 AWG SHALL BE THWN FOR WET ORUNDERGROUND LOCATIONS AND THHN FOR DRY LOCATIONS.#1/0 THROUGH #4/0 AWG SHALL BE TYPE XHHW (55 MILS).#250 MCM AND LARGER SHALL BE TYPE XHHW (65 MILS).GROUNDING WIRE SHALL BE TYPE THWN.3. MINIMUM CONDUCTOR SIZE:

A. MINIMUM SIZE. #12 AWG FOR 120/208V CIRCUIT RUNS LESS THAN 100 FEET (200 FEET FOR 277/480V SYSTEMS).

B. RUNS OVER 100 FEET FOR 120/208V SYSTEM (OR 200 FEET FOR 277/480V SYSTEM) SHALL BE #10 AWG OR LARGER AS DIRECTEDBY NEC VOLTAGE DROP RESTRICTIONS.

C.UNDERGROUND CIRCUITS SHALL USE #10 AWG MINIMUM WIRES UNLESS OTHERWISE NOTED.

UNLESS OTHERWISE NOTED ON ELECTRICALOR ARCHITECTURAL DRAWING, MOUNTING HEIGHTS OFDEVICES FROM CENTER LINE TO FINISHED FLOOR SHALL BE AS FOLLOWS:

3.07 MOUNTING HEIGHTS OF DEVICES
SWITCHES:RECEPTACLES:TELEPHONE/DATA OUTLETS:
44"15"15"
NOTE: ALL DEVICE HEIGHTS FOR CONNECTION OFMACHINERY SHALL BE VERIFIED WITH OWNER.

END OF SECTION
APPROVED FOR CONSTRUCTION.

NOTE:

1. 2.UNDERGROUND: USE RIGID STEEL OR PLASTIC.

RIGID STEEL CONDUIT SHALL BE ENCASEDIN 3" MINIMUM CONCRETE ENVELOPE AND MAYBE USED ALL SERVICES.

B.PLASTIC CONDUIT 2" OR GREATER SHALL BE INSTALLEDAS DIRECTED ON PLANS.

C.PLASTIC CONDUIT 1-1/2" SIZE ANDSMALLER SHALL BE INSTALLED ON 3" SAND BASE ANDCOVERED BY 3" SAND BACKFILL. IN PLANTING AREAS.PROVIDE 2" CONCRETE CAP. MULTIPLE RUNS SHALLMAINTAIN 3" MINIMUM SEPARATION BETWEEN RUNS.

BURIAL DEPTH OF CONDUITS SHALL BE AS FOLLOWS:4.

3.MAKE ALL RISERS TO GRADE WITH PVC COATED RIGID STEELCONDUIT AND ELBOW FITTINGS ONLY. CONCRETE ENCASE.UNDERGROUND PORTION OF STEEL CONDUIT OR FITTINGS.

CONCRETE ENCASED: 24" MINIMUM FOR600V OR LOWER SYSTEMS TO TOP OF CONCRETE ENCASEMENT.

CONCRETE CAPPED: 24" MINIMUM TO TOPOF CONDUIT.

CONDUITS WITHOUT CONCRETE ENCASEMENTOR CAP: 24" MINIMUM TO TOP OF CONDUIT.

WHEN INSTALLED UNDER BUILDINGS THE ABOVE MINIMUM DEPTHSHALL BE 18" BELOW BOTTOM OF FLOOR SLAB AND PROVIDE METELDETECTION TAPE ABOVE UNDERGROUND DUCT BANK.

PROVIDE ALL JUNCTION BOXES AS REQUIRED TOLIMIT ANY POWER SYSTEM CONDUIT RUN TO A MAXIMUM OF FOUR90 DEGREE BENDS (TWO90 DEGREE BENDS FOR TELEVISIONCABLE CONDUIT RUNS) OR TO AVOID "U" BENDS.

INSTALLATION OF CONDUITS
GENERAL:A.

3.03 RUN ALL CONDUITS CONCEALED UNLESS OTHERWISE NOTED ORSHOWN.RUN EXPOSED CONDUIT PARALLEL TO OR RIGHT ANGLES TOCENTER LINES OF COLUMNS AND BEAMS RUN NO CONDUIT IN CONCRETE SLABS OR FLOORS EXCEPT ATPOINT OF PENETRATION. ALL PENETRATION SHALL BE ATRIGHT ANGLES TO SLAB SURFACES.

INSTALL CONDUITS ABOVE CEILINGS TO AVOID OBSTRUCTINGREMOVAL OF CEILING TILES, LIGHTING FIXTURES, AIRDIFFUSERS,ETC.CONDUITS SHALL NOT CROSS ANY DUCT SHAFT OR AREADESIGNATED AS FUTURE DUCT SHAFT HORIZONTALLY. CONDUITRISES WHEN ALLOWED IN DUCT SHAFT MUST BE COORDINATEDWITH MECHANICAL WORK TO AVOID ANY CONFLICT.

1. 2.

3. 4.

5. SUPPORT CONDUITS WITH UNDERWRITERS' LABORATORIES LISTEDSTEEL CONDUIT SUPPORT INTERVALS REQUIRED BY THENATIONAL ELECTRIC CODE. WIRES OR SHEET METAL STRIPSARE NOT ACCEPTABLE FOR CONDUIT SUPPORT. USE CONDUITHANGERS FOR ALL CONDUITS NOT DIRECTLY FASTENED TOSTRUCTURE AND FOR ALL MULTIPLE CONDUIT RUNS.

CONDUIT SUPPORTS:B.

INDIVIDUAL CONDUIT 1/2" AND 3/4" SIZE MAY BESUPPORTED FROM CEILING SUPPORT WIRES WITH CADDY CLIPSONLY IF ACCEPTABLE TO LOCAL CODE. ONLY ONE CONDUIT ISPERMITTED TO BE ATTACHED TO ANY CEILING SUPPORT WIRE.HANG SUCH CONDUIT SO AS NOT TO AFFECT LEVEL OF CEILING.

AVOID ATTACHING CONDUIT TO FAN PLENUMS. WHEN IT ISNECESSARY TO SUPPORT CONDUIT FROM FAN PLENUM, PROVIDE ALENGTH OF FLEXIBLE CONDUIT BETWEEN PORTION ATTACHED TOTHE FAN PLENUM AND PORTION ATTACHED TO THE BUILDING TOMINIMIZE TRANSMISSION OF VIBRATION TO THE BUILDING STRUCTURE.

CONDUIT PENETRATION CONDUIT PENETRATIONS OF ROOF.WALLS, FLOORS AND CEILINGS SHALL BE SEALED TO PRESERVETHE INTEGRITY OF WATERPROOFING, FIRE RATING ANDSOUNDPROOFING FOR WHICH THE ROOF, WALL FLOOR OR CEILINGIS DESIGNED, MATERIALS AND METHODS USED SHALL CONFORM TOTHAT SPECIFIED UNDER ARCHITECTURAL SECTIONS.

2. 1.

3. C.

ALL UNDERGROUND CONDUIT AND DUCTS 2" AND LARGER SHALLBE PROVEN CLEAR BY PILLING THROUGH A MANDREL 1/4"SMALLER THAN THE INSIDE DIAMETER.

WHERE FLUSH BRANCH CIRCUIT PLANELOADS OR TERMINALCABINETS ARE SHOWN ON WALLS, STUB A MINIMUM OF FOUR 1"EMPTY CONDUITS INTO OVERHEAD CEILING SPACES AND FOUT 1"ADDITION TO CONDUITS REQUIRED FOR CIRCUIT WIRING D.

CONCRETE DUCT BANK CONSTRUCTION
PROVIDE PLASTIC SPACERS AT MAXIMUM 5"-0" CENTERS TOMAINTAIN 3" SPACING BETWEEN CONDUITS, DRIVE TWOREIL\NFORCING BARS TO ANCHOR THE CONDUITS AT 10"-0" ONCENTERS TO PREVENT FLOATING DURING CONCRETE POUR WHENINSTALLED UNDER ROADWAYS, PROVIDE REINFORCING BARS ASSHOWN ON DRAWINGS.

3.04A.

INSTALLATION OF WIRES

PULL NO WIRE INTO ANY OF THE CONDUIT SYSTEMUNTIL ALL CONSTRUCTION WORK WHICH MAY DAMAGE THE WIRE HASBEEN COMPLETED

3.05A.

INSTALL ALL WIRE CONTINUOUS FROM OUTLET TO OUTLET ORTERMINAL TO TERMINAL, SPLICES IN CABLES WHEN REQUIREDSHALL BE MADE IN HANDHOLDS , PULL BOXES OR JUNCTION BOXES.MAKE BRANCH CIRCUIT SPLICES IN OUTLET BOXES WITH 8" OFCORRECTLY COLOR-CODE TAILS LEFT IN THE BOX.

SPLICE IN WIRES AND CABLES SHALL BE MADE UTILIZING MATERIALSAND METHODS DESCRIBED HEREIN BEFORE.C.

ALL CABLES AND WIRES PASSING THROUGH MANHOLES ANDHANDHOLDS SHALL BE FULL LOOPED INSIDE THE MANHOLES ANDHANDHOLDS AND SUPPORTED ON GALVANIZED STEEL RACKS.

MAKE ALL GROUND, NEUTRAL AND LINE CONNECTIONS TORECEPTACLE AND WIRING DEVICE TERMINAL AS RECOMMENDED BYMANUFACTURER, PROVIDE GROUND JUMPER FROM OUTLET BOX TOGROUND TERMINAL OF DEVICES WHEN THE DEVICE IS NOTAPPROVED FOR GROUNDING THROUGH THE MOUNTING SCREWS.

PROVIDE BRADY WIRE MARKERS WHERE OF CONDUCTORSIN A BOX EXCEEDS FOUR.E.

COLOR CODE WIRES AS FOLLOWS:B.

PHASE A
WIRE COLOR CODECOLOR CODE ALL CONDUCTORS. WIRE SIZES #8 AWG ANDSMALLER SHALL HAVE INTEGRAL COLOR CODED INSULATION. WIRESIZES #6 AWG AND LARGER MAY HAVE BLACK INSULATION BUTIDENTIFIED BY COLOR CODED ELECTRICAL TAPE AT ALLJUNCTION, SPLICE PULL OR TERMINATION POINTS. COLOR TAPESHALL BE APPLIED 1/2 LAP TO AT LEAST 6" OF THE CONDUCTOR.

3.06A.

PHASE BPHASE CNEUTRALGROUND

BROWNORANGEYELLOWWHITE OR GRAYGREEN

BLACKBLUE OR RED

WHITE OR GRAY

BLACKORANGE

WHITE OR GRAYBLUE

BLACKREDBLUEWHITEGREEN
FOR SIGNAL AND COMMUNICATIONS CIRCUITS:

C. ACCEPTABLE PRODUCTS: GENERAL ELECTRIC, ANACONDA,OKONITE, PARANITE, PIRELLI-GENERAL OR TRIANGLE PRODUCTSCONFORMING TO OR EXCEEDING APPLICABLE IPCEA STANDARDS.

1. 2. CONDUCTORS FOR GENERAL USE SHALL BE STRANDED COPPERCONDUCTOR, #16 AWG MINIMUM, WITH THWN INSULATION FORUNDERGROUND OR WET LOCATIONS AND THWN INSULATION FORDRY LOCATIONS.

SPECIAL CABLES SHALL BE AS SPECIFIED ON DRAWINGS.

OUTLET BOXES: HOT-DIPPED, GALVANIZED OR SHERARDIZEDOF REQUIRED SIZE, 4" SQUARE, MINIMUM, FOR FLUSH MOUNTEDDEVICES AND LIGHTING FIXTURES. CAST TYPE WITH CASKETEDCOVERS FOR OUTDOORS OR WET LOCATIONS

CONDUIT HANGERS
JUNCTION AND PULL BOXES: USE OUTLET BOXES WITHAPPROPRIATE COVERS AS JUNCTION BOXES WHEREVER POSSIBLE.LARGER JUNCTION AND PULL BOXES SHALL BE FABRICATED FROMSHEET STEEL, SIZED ACCORDING TO CODE, WITH SCREW-ONCOVERS, FINISHED GRAY BAKED ENAMEL A.

2.03 OUTLET BOXES, JUNCTION BOXES AND PULL BOXES

WIRE CONNECTORS

TERMINAL CABINETS
WIRE DEVICES2.04

2.05 2.06

2.07 MISCELLANEOUS MATFRIALS2.08
EXECUTIONPART III:

GENERAL3.01
WIRING METHOD3.02
A.

DEVICE PLATES: NYLON "STYLE-LINE" SERIES FOR FLUSHWITH COLOR AS SELECTED BY ARCHITECT AND GALVANIZED STEELFOR SURFACE MOUNTED DEVICES EXCEPT CERTAIN AREAS MAYREQUIRE IVORY OR BROWN BACKELIGHT PLATES AND DEVICES.CONFIRM FINISHED PLATES SHALL BE WITH HINGED COVER, HUBBELL"RCV" SERIES.

DUPLEX CONVENIENCE RECEPTACLES: 3-POLE GROUNDED"STYLE-LINE" SERIES 21, RATED 20 AMPERES, 125V HUBBELL#2162 SERIES.

FOR MULTIPLE CONDUIT RUNS, USE UNISTRUT OR POWERSTRUTTRAPEZE TYPE CONDUIT SUPPORT DESIGNED FOR MAXIMUMDEFLECTION NOT GREATER THAN 1/8".

FOR INDIVIDUAL CONDUIT RUNS NOT DIRECTLY FASTENED TOTHE STRUCTURE, USE ROD HANGERS MANGERS MANUFACTURED BY CADDY,UNISTRUT OR POWERSTRUT.

FABRICATED FROM CODE GAUGE STEEL, SIZE AS INDICATED ONDRAWINGS, WITH FLUSH LATCH AND CONCEALED HINGES. WHERESIZE IS NOT INDICATED, MINIMUM SIZE SHALL BE 24"W X 30"HX 5"D. FINISH SHALL BE ANSI 61 LIGHT GRAY ENAMEL.

FOR WIRES SIZE #8 AWG AND SMALLER: INSULATED PRESSURETYPE (WITH LIVE SPRING) RATED 105 DEGREES C, 600V FORBUILDING WIRING AND 1000V IN SIGNS OR FIXTURES.SCOTCHLOK OF IDEAL PROVIDE INSIDE TERMINAL CABINET 3/4" THICK PLYWOODBACKBOARD AND TERMINAL STRIPS, ONE TERMINAL POINT FOREACH WIRE WITHIN THE TERMINAL CABINET HANDHOLDS: SHALL BE SIZED AS INDICATED, PRE-CASTCONCRETE TYPE WITH STRUCTURALLY REINFORCED ROADWAY TYPEBOLT-DOWN GALVANIZED STEEL COVERS AND REQUIRED EXTENSIONCOLLARS. UNITS SHELL BE PROVIDED WITH CONCRETE BOTTOMSAND SUMPS. HANDHOLDS SHALL BE LEFT IN A CLEAN CONDITIONWITH ALL DEBRIS REMOVED AND WITH ALL CABLES SUPPORTED ONAPPROVED CABLE SUPPORTS. ALL STUBS FOR HANDHOLDS SHALLBE CONCRETE ENCASED, CHRISTY OR QUICKSET.

CONSULT ALL OTHER DRAWINGS. VERIFY SCALES AND REPORTANY DIMENSIONS DISCREPANCIES OR OTHER CONFLICTS TOARCHITECT BEFORE SUBMITTING BID.

ELECTRIC SYSTEM LAYOUTS INDICATED ON THE DRAWING AREGENERALLY DIAGRAMMATIC, BUT SHALL BE FOLLOWED CLOSELY ASACTUAL CONSTRUCTION AND WORK OF OTHER TRADES WILL PERMIT.GOVERN EXACT ROUTING OF CABLE AND WIRING AND THELOCATIONS OF OUTLETS BY THE STRUCTURE AND EQUIPMENTSERVED. TAKE ALL DIMENSIONS FROM ARCHITECTURAL DRAWINGS.

ALL HOME RUNS TO PANELBOARDS ARE INDICATED AS STARTINGFROM THE OUTLET NEAREST THE PANEL AND CONTINUING IN THEGENERAL DIRECTION OF THAT PANEL, CONTINUE SUCH CIRCUITSTO THE PANEL AS THOUGH THE ROUTES WERE COMPLETELYINDICATED. TERMINAL HOME-RUNS OF SIGNAL, ALARM ANDCOMMUNICATIONS SYSTEMS IN A SIMILAR MANNER.AVOID CUTTING AND BORING HOLES THROUGH STRUCTURE ORSTRUCTURAL MEMBERS WHEREVER POSSIBLE. OBTAIN PRIORAPPROVAL OF ARCHITECT AND CONFORM TO ALL STRUCTURALREQUIREMENTS WHEN CUTTING OR BORING THE STRUCTURE ISNECESSARY AND PERMITTED.

PROVIDE NECESSARY BACKING REQUIRED TO INSURE RIGIDMOUNTING OF OUTLET BOXES.

FURNISH AND INSTALL ALL NECESSARY HARDWARE, HANGERS,BLOCKING, BRACKETS, BARKING RUNNERS, ETC., REQUIRED FOREQUIPMENT SPECIFIED UNDER THIS SECTION.

INSTALL ALL WIRING IN RACEWAY, UNLESS SPECIFICALLYSHOWN OTHERWISE.

MINIMUM CONDUIT SIZE SHALL BE 1/2" WHEN INSTALLED ABOVEGROUND AND 3/4" WHEN INSTALLED UNDERGROUND OR UNDERBUILDING SLABS. INCREASE CONDUIT SIZE AS REQUIRED FORWIRING, SIZE FOR CONDUIT, UNLESS SPECIFICALLY SHOWNOTHERWISE, SHALL BE DETERMINED FROM TABLE 3A FORCONDUCTORS #16 THROUGH #4/ AWG AND TABLE 3C FORCONDUCTORS 250 MCM OR LARGER, CHAPTER 9 OF LATESTNOTIONAL ELECTRICAL CODE.

ABOVE GROUND: USE RIGID STEEL OR IMC ONLY.

CONDUIT SHALL BE RIGID STEEL, IMC EMT OR PLASTIC ASFOLLOWS:

WET LOCATIONS: RIGID STEEL OR IMCONLY.

HAZARDOUS LOCATIONS: RIGID STEELCONFORMING TO NEC REQUIREMENTS.

LOCATIONS SUBJECT TO MECHANICALNJURY: RIGID STEEL OR IMC ONLY.

IN CONCRETE WALLS OR BLOCK WALLS:RIGID STEEL OR IMC ONLY.

DRY LOCATIONS AND SUBJECT TOMECHANICAL INJURY: EMT, IMC OR RIGID STEEL CONDUIT.

1. THE TEST REPORT SHALL INCLUF\DE THE FOLLOWING:FINAL SETTINGS SUMMARY OF PROJECT,DESCRIPTION OF EQUIPMENT TESTED.DESCRIPTION OF TEST.LIST OF TEST EQUIPMENT USED IN CALIBRATION ANDCALIBRATION DATE.TEST RESULTS.CONCLUSIONS AND RECOMMENDATIONS.APPENDIX, INCLUDING APPROPRIATE TEST FORMS.

1.2.3.4. 5.6.7.

1.06 A.

SUBMIT THREE COPIES OF THE COMPLETED REPORT TO THEOWNER'S REPRESENTATIVE NO LATER THAN FIFTEEN DAYS AFTERCOMPLETION OF TEST, UNLESS OTHERWISE DIRECTED.

THE TEST REPORT SHALL BE BOUND AND ITS CONTENTSCERTIFIED.

FAILURE TO TEST

PRODUCTS
ANY SYSTEM MATERIAL OR WORKMANSHIP WHICH IS FOUNDDEFECTIVE ON THE BASIS OF ACCEPTANCE TESTS SHALL BEREPORTED DIRECTLY TO THE OWNER'S REPRESENTATIVE.

CONTRACTOR SHALL REPLACE THE DEFECTIVE MATERIAL OREQUIPMENT AND HAVE TEST REPEATED UNTIL TEST PROVESSATISFACTORY WITHOUT ADDITIONAL COST TO THE OWNER.

EXECUTION

GROUND RESISTANCE TEST
BUILDING GROUND ELECTRODE RESISTANCE TESTING SHALL BEACCOMPLISHED WITH A GROUND RESISTANCE, DIRECT-READING,SINGLE TEST METER UTILIZING THE FULL-OF-POTENTIAL METHODAND TWO REFERENCED ELECTRODES. PERFORM TEXT PRIOR TOINTERCONNECTION TO OTHER GROUNDING SYSTEM. ORIENT THECONCRETE-ENCASED GROUND ELECTRODE TO BE TESTED AND THETWO REFERENCED ELECTRODES IN STRAIGHT LINE SPACES FIFTY(50) FEET APART. DRIVE THE TWO REFERECE ELECTRODES TEN(10)FEET DEEP.

TEST RESULTS SHALL BE WRITING, AND SHALL SHOWTEMPERATURE, HUMIDITY AND CONDITION OF THE SOIL AT THETIME OF THE TESTS. IN THE CASE WHERE THE GROUNDRESISTANCE EXCEEDS 2 OHMS, OWNER WILL ISSUE ADDITIONALINSTRUCTIONS.

TRANSFORMER AND BREAKER OPERATIONL CHECK
CHECK CLEANLINESS OF ALL INTERIORS AND ALL PARTS. REMOVEANY EXCESS PACKING, SHIPPING BOLTS, ETC TIGHTEN ALL POINTS OF CONNECTION WITH TORQUE WRENCH TOVALUES RECOMMENDED BY THE MANUFACTURER.

VERIFY PROPER OPERATING CONDITION OF ALL EQUIPMENTMECHANICALLY AND ELECTRICALLY INCLUDING, BUT NOT LIMITEDTO:

IF ANY EQUIPMENT IS FOUND DEFECTIVE DURING OPERATIONALCHECK, IT SHALL BE REPLACED BY THE CONTRACTOR WITHOUTCOST TO THE OWNER, THE TESTS REPEATED BY THE CONTRACTORWITHOUT COST TO THE OWNER AND REPEATED UNTIL SATISFACTORYRESULTS ARE OBTAINED.

WIRING FOR ALL METERS AND INSTRUMENTATION.

VERIFY RELAY OPERATIONS BY INTRODUCTION OF ACCURATELYMETERED CURRENTS INTO BOTH OVER- CURRENT AND GROUNDFAULT CIRCUITRY AT VALUES WHICH WILL ENABLE ACCURATEDETERMINATION OF THE TRIPPING CHARACTERISTICS.

END OF SECTION
SECTION 16050BASIC MATERIALS AND METHODS
PART 1:GENERAL

1.01 CONDITIONS AND REQUIREMENTS
REFER TO THE GENERAL CONDITIONS, SUPPLEMENTARY GENERALCONDITIONS, CONTRACT REQUIREMENTS AND DIVISION 1,GENERAL REQUIREMENTS.

2. 1.

3.02 B.

3.01 PART 3:

PART 2:

1.07 C.

REFER TO SECTION 16010, ELECTRICAL GENERAL PROVISIONS.B.

1.02 DESCRIPTION
A. WORK INCLUDED IN THIS SECTION IS CONDUITS, WIRES ANDOTHER MISCELLANEOUS MATERIALS NOT SPECIFICALLY MENTIONEDIN OTHER SECTIONS OF DIVISION 16, BUT NECESSARY ORREQUIRED FOR EQUIPMENT OR SYSTEM OPERATION OR FUNCTION,AND THE LABOR TO INSTALL THEM.RELATED WORK: OTHER SECTIONS OF DIVISION 16.B.

PART 2:PRODUCTS

2.01 CONDUITS AND OTHER RACEWAYS
RIGID STEEL: HOT-DIPPED GALVANIZED OR SHERARDIZED.

INTERMEDIATE METAL CONDUIT (IMC): ELECTRO-GALVANIZEDOR SHERARDIZED ELECTRICAL METEL TUBING (EMT): ELECTRO-GALVANIZEDOR SHERARDIZED PLASTIC: SCHEDULE 40 PVC, APPROVED FOR USE AS NON-METALLIC RACEWAY FOR 90 DEGREE C. CONDUCTORS. CARLTON,CERTAINTEED OR KALROY PROVIDE FITTINGS AND ACCESSORIES APPROVED FOR THEPURPOSE EQUAL IN ALL RESPECTS TO THE CONDUIT OR RACEWAY,EMT CONNECTORS AND COUPLINGS SHALL BE STEEL COMPRESSIONTYPE.

WIREWAY: CODE GAUGE STEEL, WITH KNOCKOUTS AND HINGEDCOVER. CORROSION RESISTANT GRAY BAKED ENAMEL FINISH.

SHEET NOTES, GENERAL NOTES AND DETAILSSHOWNON OTHER PARTS OF THIS SET OF DRAWINGSSHALLSUPERSEDE THIS SPECIFICATION SHEET UNLESSOTHERWISE NOTED.

2. CONDUCTORS 120/208V 277/480V 120/240V, 1 120/240V, 3ØØ PROVIDE AND INSTALL A METALLIC WARNING TAPE ABOVE ADUCT BANK.E.

FILE SPEC:PLOT DATE:\\CONSVR88\SAC2 Quotes and Jobs\Solano ID\42343 SID CHWTP New Entrance\Telstar-Generated Documents\30-42343 Electrical Drawings CAD\E1 Electrical - Construction Notes.dwg May 20, 2024 - 10:58am

PROJECT SURVEYORPROJECT ENGINEER

DESIGN BYDRAWN BY

CHECK BY
DATE

SHEET IDENTIFICATION
OFKSN PROJECT FILE NO.SHEET
www.ksninc.com
711 N. Pershing AvenueStockton, CA 95203209-946-0268
916-403-5900
1550 Harbor Blvd., Suite 212West Sacramento, CA 95691

VERTICAL DATUM

HORIZONTAL DATUM

DRAWING SCALE
1"½"0

ORIGINAL DRAWING SCALE
DATEDESCRIPTIONNO. APPR.

CITY OF FAIRFIELDCEMENT HILL WATER TREATMENT PLANTNEW ACCESS ROAD

MGFMGFMGF

AS NOTED
CCS83, ZONE 3

LOCAL CONTROL
MAY 2024
2524-0010

PROJECT ENGINEER

ELECTRICAL - CONSTRUCTION NOTES
E111 21

RESISTOR

POTENTIOMETER

CAPACITOR, FIXED

CAPACITOR, ADJUSTABLE
DIODE

DIODE,ZENER

VARISTOR TRANSIENTVOLTAGE SUPPRESSOR

VOLTAGE SURGE SUPPRESSOR,AC

METAL OXIDE VARISTOR

COMPONENTS SWITCHES-PROCESSDEVICES- RELAYWIRING - CONNECTIONS

SYMBOL SYMBOL SYMBOLDESCRIPTION DESCRIPTION DESCRIPTIONSYMBOLDESCRIPTION

DEVICES - MISCELLANEOUS

AUDIBLE ALARM

BATTERY
HEATER
3 PHASE MOTOR = MOTOR HP
3 PHASE MOTOR

SINGLE PHASE MOTOR

TRANSFORMER SIZE AND VOLTAGE AS SHOWN

UTILITY POWER METER

SWITCHES - OPERATOR

TOGGLE OR DISCONNECT SWITCH

PUSHBUTTON -NORMALLY OPEN, MOMENTARYACTION

PUSHBUTTON -NORMALLY CLOSED, MOMENTARYACTION

PUSHBUTTON, MECHANICALLYINTERLOCKED, DOUBLE CIRCUIT -NORMALLY CLOSED AND NORMALLYOPEN, MAINTAINED ACTION SELECTOR SWITCH, 3 POSITION -CONTACT STATUS SHOWN EXISTSAT POSITION OF H-HAND,O-OFF, OR A-AUTO SELECTOR SWITCH, 2 POSITION -CONTACT STATUS SHOWN EXISTSAT POSITION AS SHOWN

FLOW SWITCH-CLOSES UPON INCREASING FLOW

FLOW SWITCH-OPENS UPON INCREASING FLOW

LEVEL SWITCH-CLOSES UPON INCREASING LEVEL

LEVEL SWITCH-OPENS UPON INCREASING LEVEL

PRESSURE SWITCH-CLOSES UPON INCREASINGPRESSURE (DECREASING VACUUM)

PRESSURE SWITCH-OPENS UPON INCREASINGPRESSURE (DECREASING VACUUM)

TEMPERATURE SWITCH-CLOSES UPON INCREASINGPRESSURE (DECREASING VACUUM)

TEMPERATURE SWITCH-OPENS UPON INCREASINGTEMPERATURE

LIMIT SWITCH-CLOSES AT SET LIMIT

LIMIT SWITCH -OPENS AT SET LIMIT

PROXIMITY SWITCH -CLOSES UPON DECREASINGDISTANCE

PROXIMITY SWITCH -OPENS UPON DECREASINGDISTANCE

TORQUE SWITCH -CLOSES UPON INCREASING TORQUE

TORQUE SWITCH -OPENS UPON INCREASING TORQUE
INDICATING LIGHT, LETTER ``X"INDICATING COLOR: R=REDG=GREEN, A=AMBER, W=WHITEY=YELLOW, B=BLUE

INDICATING LIGHT, PUSH TO TEST

AMP METER

VOLT METER

ELAPSED TIME METER
MULTI-POSITION SWITCHWHERE LETTER ``X" IS FUNCTION:A=AMP, V=VOLT CONTACTOR OR STARTER M1
CONTROL RELAY CR1
TIME DELAY RELAY TR2-ADJUSTABLE TIME DELAYRANGE & SETTING AS SHOWN

TIME DELAY ON ENERGIZATIONTIME DELAY ON DE-ENERGIZATION REFERENCED RELAY WITHN.O. CONTACT ON LINE 107N.O. CONTACT ON LINE 121 NORMALLY OPEN,RELAY CONTACT-ACTUATED BY RELAY CR1COIL LOCATED ON LINE 105 NORMALLY CLOSED,RELAY CONTACT-ACTUATED BY RELAY CR1
NORMALLY OPEN,TIME DELAY RELAY CONTACT-CONTACT CLOSES AFTERTR2 IS ENERGIZED NORMALLY CLOSED,TIME DELAY RELAY CONTACT-CONTACT CLOSES AFTERTR2 IS DE-ENERGIZED NORMALLY OPEN,TIME DELAY RELAY CONTACT-CONTACT OPENS AFTERTR2 IS DE-ENERGIZED NORMALLY CLOSED,TIME DELAY RELAY CONTACT-CONTACT CLOSES AFTERTR2 IS DE-ENERGIZED

CONTACT OPENS AND CLOSESIN A TIMED REPEAT CYCLE

SOLENOID COIL

DEVICES - FRONT PANELDEVICES - PROTECTIVE
CIRCUIT BREAKER, WITH AMPS OR POLES AS SHOWN OR NOTED PROVIDE TRIP UNIT AS SHOWNMCP- MOTOR CIRCUIT PROTECTORTM- THERMAL MAGNETICLSIG- LONG. SHORT, INST, GFIMCS- MOLDED CASE SWITCH, NO TRIP

THERMAL OVERLOAD CONTACT

THERMAL OVERLOAD ELEMENT

FUSE WITH BLOWN FUSEINDICATING LIGHT
FUSE

KIRK-KEY INTERLOCK

DISCONNECT SWITCH, WITHPOLES AS SHOWN OR NOTEDPROVIDE AMP RATING OR HPRATING AS SHOWN

PLAN - SYMBOLS

PANEL OR EQUIPMENT WIRING

FIELD WIRING

CONDUCTORS-NOT CONNECTED

CONDUCTORS-CONNECTED
GROUND

PLUG AND RECEPTACLE

INCOMING LINE

TERMINAL BLOCKSWITH TERMINAL NUMBER AS SHOWN

TERMINAL BLOCKSWITH TERMINAL NUMBER DETERMINED BY SUBMITTAL

SHIELDED CABLE

CONDUIT, EXPOSED

CONDUIT,IN SLABOR BELOW GRADE

CONDUIT, CONCEALED IN WALLOR CEILING

CONDUIT, STUBBED OUT & CAPPED

CONDUIT, BENDS TOWARDOBSERVER

CONDUIT BENDS AWAYFROM OBSERVER

CONDUIT ENDS

FLEXIBLE CONDUIT CONNECTION FROM J-BOX TO EQUIPMENT

CONDUIT CHANGE IN ELEVATION

BARE COPPER GROUND WIRE

GROUND CONNECTION BOLTED TYPE

GROUND CONNECTION EXOTHERMICWELD TYPE

DISCONNECT SWITCH

FIELD MOUNTED DEVICE

SPECIAL RECEPTACLE
TELEPHONE/DATA RECEPTACLE2 PORT TA568A, 2CAT 6 CABLES

CONDUIT NUMBER

THERMOSTAT

EYS SEAL

JUNCTION BOX

PULL BOX OF SIZE SHOWN(CHRISTY BOX SIZE MINIMUM)
LIGHTING FIXTURE# - CIRCUIT BREAKER NUMBERA - FIXTURE SCHEDULE REF.a - CONTROL SWITCH REFERENCE DUPLEX AND QUADPLEX RECEPTACLE # - CIRCUIT BREAKER NUMBER TOGGLE SWITCH# - CIRCUIT BREAKER NUMBERSUBSCRIPT - CIRCUIT CONTROLLEDSUBSCRIPT - BLANK = 1 POLE2 = 2 POLE3 = 3 WAYOTHER - M = MOTION DETECTORT = TIMER SWITCH MISCELLANEOUS ABBREVIATIONS AND&@ ATA AMBER, AMPERESAC ALTERNATING CURRENTACK ACKNOWLEDGEAFG ABOVE FINISHED GRADEAH AMP HOURAI ANALOG INPUTAIC AMP INTERRUPTING CAPACITY SYMMETRICALALTERNATORALT AMMETERAMAO ANALOG OUTPUTAWG AMERICAN WIRE GUAGEBATT BATTERY(B) PROVIDED BY OWNER - INSTALLED BY CONTRACTORBFC BELOW FINISHED CEILING BIOCHEMICAL OXYGEN DEMANDBAND PASS FILTERBODBPFBYP BYPASSC CONDUITCAP CAPACITORCB CIRCUIT BREAKERCKT CIRCUITCOAX COAXIAL CABLECOMM COMMUNICATION CR CONTROL RELAYCT CURRENT TRANSFORMER CT CONSTANT SPEEDCU COPPERDC DIRECT CURRENTDET DETAILDI DIGITAL INPUT DISC DISCONNECTDO DIGITAL OUTPUTDPDT DOUBLE POLE DOUBLE THROWDWG DRAWINGE-DTL ELECTRICAL DRAWING DETAILELEV ELEVATIONENET ETHERNETENET ELAPSED TIME METERESW ETHERNET SWITCH(E) EXISTINGFCS FIELD CONTROL STATIONFLA FULL LOAD AMPSFLEX FLEXIBLE LIQUID TIGHT CONDUITFLOW METERFS FULL SPEEDFVNR FULL VOLTAGE NON-REVERSINGFVR FULL VOLTAGE REVERSINGFWD FORWARD(F) FUTUREGALV GALVANIZEDGFI GROUND FAULT INTERRUPTER GND GROUNDGRS GALVANIZED RIGID STEEL CONDUIT GRS-PVVCPVC COATED GRS CONDUITHI HIGHHIM HUMAN INTERFACE MODULEHOA HAND OFF AUTO HP HORSE POWERHPS HIGH PRESSURE SODIUM HS HAND SWITCH

TRANSIENT VOLTAGE SURGE SUPPRESSOR
TWISTED AND SHIELDED PAIRTEMPERATURE SWITCHTWISTED AND SHIELDED 3 CONDUCTOR

TIME DELAY RELAYTEMPERATURETHERMAL MAGNETICTELEPHONE COMPANY

TIME DELAY ON DE-ENERGIZATIONTIME DELAY ON ENERGIZATION

TYPICAL

ULTRA LOW HARMONICUNDERGROUND

UNLESS OTHERWISE NOTEDUNINTERRUPTIBLE POWER SUPPLY

VOLT AMPSVOLTAGE

VOLT AMPS REACTIVEVARIABLE FREQUENCY DRIVEVALVEVOLTMETER

VOLTAGE MONITOR RELAYVOLTAGE RELAYWATTS
WATER TREATMENT PLANTWEATHER PROOF, NEMA 3R

WASTE WATER TREATMENT PLANTTRANSFORMER

LIMIT SWITCIIIMPEDANCE

TIME CLOCKTERMINAL BLOCK

SWITCHBOARDSYMMETRICAL
SWITCHS0LENOID VALVESTOPSTARTSOLID STATE STARTERSTAINLESS STEEL RIGID CONDUIT

SPECIFICATIONSTAINLESS STEEL

SERVICE FACTOR AMPSSELECTORSECONDS

SECONDARY, SECONDSCHEDULE

REWIRE, RELOCATE, REVISE, REUSEREMOTE TERMINAL UNITREDUCE VOLTAGE AUTO TRANSFORMER

RESETRESISTANCE TEMPERATURE DETECTORROOT MEAN SQUARERADIO FREQUENCY INTERFERENCEREFERENCEPOWERPOLYVINYLCHLORIDE

POTENTIAL TRANSFORMER

PRESSURE SWITCH

PUSH TO TEST

FURNISH, INSTALL, AND CONNECTPRIMARY

PAIR, TWISTED AND SHIELDED

POTENTIOMETERPRESSURE

PANELPOWER MONITORPRO RAMMABLE LOGIC CONTROLLERHYDROGEN ION CONCENTRATIONPOWER FAIL RELAY

PULL BOXPUSHBUTTON

POWER FACTOR

POLEOXIDATION REDUCTION POTENTIALOVERLOADOPERATOR INTERFACEON CENTERNEWNOT TO SCALENORMALLY OPEN

NIGHT LIGHTNOT IN CONTRACTNORMALLY HELD OPENNORMALLY HELD CLOSEDNORMALLY CLOSED

NEUTRALMERCURY VAPOR, MEDIUM VOLTAGEMULTIPLEXER
MOTOR

MODEMMINMHM SMCPMCM

MAXMAGMLS
LOSLR
L0
LCEL
LAKJIS

I/OINSTISR

I-DTLIHZD
HTRHZ

XFMRWWTP
ZSZ

VRWWPWTP
VMR

VMVLVVFD
VVA
VAR
UPSUON
UG
TYP
ULH
TVSS
TS
TRIAD
TSPR

TRTEMPTMTELCOTDOD
TBTC
SYMM
TDOE
SVSTP
SWSWBD
SSSSTT
SSRCSS
SELSFA
SECS
SPEC
(R)
SECSCH

RTURVAT

RSTRTDRMSRFIREFPWRPVCPTTPT

PSPROVIDEPRIPRPRESSPOTPNLPM
PHPLC
PFPBX
PFR
PPB
ORP
0I0L

OC(N)NTS
NL
NO
NICNHO
N
NC
MV
NHC
MTR
MUX

HEATERHERTZHAZARD

INSTANTANEOUSINPUT/OUTPUT

INTERLOCKINSTRUMENTATION DRAWING DETAIL

INTRINSICALLY SAFE RELAY

INTRINSICALLY SAFE

LIGHTING CONTACTORLOWER EXPLOSION LIMIT

LIGHTNING ARRESTORKILO, PREFIXJUNCTION BOX
LOW

LATCHING RELAYLIMIT SWITCH

LOCK OUT STOP

MOTOR CONTACTORMAGNETIC FLOWMETERMAXIMUM

THOUSAND CIRCULAR MILSMOTOR CIRCUIT PROTECTOR

MOLDED CASE SWITCHMANHOLEMINIMUM, MINUTEMODEMMOTOR OPERATED VALVE C
L
PS
FS
FS
LS
LS
PS
TS
TS
ZS
ZS
ZS
ZS
WS
M
M
M
HTR
RES
MOV
PB
SW
PB
PB
H AO
X
PTT
X
AM
VM
ETM
XS
2-1 1-2
AOH
1-22-1
500A/3PLSI
M1
CR1
TR2
CR1
(105)
CR1
TR2
TR2
TR2
TR2
TR2
SV
OL
K
500A/3PDISC
J
# aA
# #
WS
# $2
a

TDOETDOD
107,121
G
G
G

SHIELDCONDUCTOR

RESISTOR

POTENTIOMETER

CAPACITOR, FIXED

CAPACITOR, ADJUSTABLE
DIODE

DIODE,ZENER

VARISTOR TRANSIENTVOLTAGE SUPPRESSOR

VOLTAGE SURGE SUPPRESSOR,AC

METAL OXIDE VARISTOR

COMPONENTS SWITCHES-PROCESSDEVICES- RELAYWIRING - CONNECTIONS

SYMBOL SYMBOL SYMBOLDESCRIPTION DESCRIPTION DESCRIPTIONSYMBOLDESCRIPTION

DEVICES - MISCELLANEOUS

AUDIBLE ALARM

BATTERY
HEATER
3 PHASE MOTOR = MOTOR HP
3 PHASE MOTOR

SINGLE PHASE MOTOR

TRANSFORMER SIZE AND VOLTAGE AS SHOWN

UTILITY POWER METER

SWITCHES - OPERATOR

TOGGLE OR DISCONNECT SWITCH

PUSHBUTTON -NORMALLY OPEN, MOMENTARYACTION

PUSHBUTTON -NORMALLY CLOSED, MOMENTARYACTION

FLOW SWITCH-CLOSES UPON INCREASING FLOW

FLOW SWITCH-OPENS UPON INCREASING FLOW

LEVEL SWITCH-CLOSES UPON INCREASING LEVEL

LEVEL SWITCH-OPENS UPON INCREASING LEVEL

PRESSURE SWITCH-CLOSES UPON INCREASINGPRESSURE (DECREASING VACUUM)

PRESSURE SWITCH-OPENS UPON INCREASINGPRESSURE (DECREASING VACUUM)

TEMPERATURE SWITCH-CLOSES UPON INCREASINGPRESSURE (DECREASING VACUUM)

TEMPERATURE SWITCH-OPENS UPON INCREASINGTEMPERATURE

LIMIT SWITCH-CLOSES AT SET LIMIT

LIMIT SWITCH -OPENS AT SET LIMIT

PROXIMITY SWITCH -CLOSES UPON DECREASINGDISTANCE

PROXIMITY SWITCH -OPENS UPON DECREASINGDISTANCE

TORQUE SWITCH -CLOSES UPON INCREASING TORQUE

TORQUE SWITCH -OPENS UPON INCREASING TORQUE
INDICATING LIGHT, LETTER ``X"INDICATING COLOR: R=REDG=GREEN, A=AMBER, W=WHITEY=YELLOW, B=BLUE

INDICATING LIGHT, PUSH TO TEST

AMP METER

VOLT METER

ELAPSED TIME METER
MULTI-POSITION SWITCHWHERE LETTER ``X" IS FUNCTION:A=AMP, V=VOLT CONTACTOR OR STARTER M1
CONTROL RELAY CR1
TIME DELAY RELAY TR2-ADJUSTABLE TIME DELAYRANGE & SETTING AS SHOWN

CONTACT OPENS AND CLOSESIN A TIMED REPEAT CYCLE

SOLENOID COIL

THERMAL OVERLOAD CONTACT

THERMAL OVERLOAD ELEMENT

FUSE WITH BLOWN FUSEINDICATING LIGHT
FUSE

KIRK-KEY INTERLOCK

DISCONNECT SWITCH, WITHPOLES AS SHOWN OR NOTEDPROVIDE AMP RATING OR HPRATING AS SHOWN

PLAN - SYMBOLS

PANEL OR EQUIPMENT WIRING

FIELD WIRING

CONDUCTORS-NOT CONNECTED

CONDUCTORS-CONNECTED
GROUND

PLUG AND RECEPTACLE

INCOMING LINE

TERMINAL BLOCKSWITH TERMINAL NUMBER AS SHOWN

TERMINAL BLOCKSWITH TERMINAL NUMBER DETERMINED BY SUBMITTAL

SHIELDED CABLE

CONDUIT, EXPOSED

CONDUIT,IN SLABOR BELOW GRADE

CONDUIT, CONCEALED IN WALLOR CEILING

CONDUIT, STUBBED OUT & CAPPED

CONDUIT, BENDS TOWARDOBSERVER

CONDUIT BENDS AWAYFROM OBSERVER

CONDUIT ENDS

FLEXIBLE CONDUIT CONNECTION FROM J-BOX TO EQUIPMENT

CONDUIT CHANGE IN ELEVATION

BARE COPPER GROUND WIRE

GROUND CONNECTION BOLTED TYPE

GROUND CONNECTION EXOTHERMICWELD TYPE

DISCONNECT SWITCH

FIELD MOUNTED DEVICE

SPECIAL RECEPTACLE
TELEPHONE/DATA RECEPTACLE2 PORT TA568A, 2CAT 6 CABLES

CONDUIT NUMBER

THERMOSTAT

EYS SEAL

JUNCTION BOX

PULL BOX OF SIZE SHOWN(CHRISTY BOX SIZE MINIMUM)
LIGHTING FIXTURE# - CIRCUIT BREAKER NUMBERA - FIXTURE SCHEDULE REF.a - CONTROL SWITCH REFERENCE DUPLEX AND QUADPLEX RECEPTACLE # - CIRCUIT BREAKER NUMBER TOGGLE SWITCH# - CIRCUIT BREAKER NUMBERSUBSCRIPT - CIRCUIT CONTROLLEDSUBSCRIPT - BLANK = 1 POLE2 = 2 POLE3 = 3 WAYOTHER - M = MOTION DETECTORT = TIMER SWITCH MISCELLANEOUS ABBREVIATIONS AND&@ ATA AMBER, AMPERESAC ALTERNATING CURRENTACK ACKNOWLEDGEAFG ABOVE FINISHED GRADEAH AMP HOURAI ANALOG INPUTAIC AMP INTERRUPTING CAPACITY SYMMETRICALALTERNATORALT AMMETERAMAO ANALOG OUTPUTAWG AMERICAN WIRE GUAGEBATT BATTERY(B) PROVIDED BY OWNER - INSTALLED BY CONTRACTORBFC BELOW FINISHED CEILING BIOCHEMICAL OXYGEN DEMANDBAND PASS FILTERBODBPFBYP BYPASSC CONDUITCAP CAPACITORCB CIRCUIT BREAKERCKT CIRCUITCOAX COAXIAL CABLECOMM COMMUNICATION CR CONTROL RELAYCT CURRENT TRANSFORMER CT CONSTANT SPEEDCU COPPERDC DIRECT CURRENTDET DETAILDI DIGITAL INPUT DISC DISCONNECTDO DIGITAL OUTPUTDPDT DOUBLE POLE DOUBLE THROWDWG DRAWINGE-DTL ELECTRICAL DRAWING DETAILELEV ELEVATIONENET ETHERNETENET ELAPSED TIME METERESW ETHERNET SWITCH(E) EXISTINGFCS FIELD CONTROL STATIONFLA FULL LOAD AMPSFLEX FLEXIBLE LIQUID TIGHT CONDUITFMFS FULL SPEEDFVNR FULL VOLTAGE NON-REVERSINGFVR FULL VOLTAGE REVERSINGFWD FORWARD(F) FUTUREGALV GALVANIZEDGFI GROUND FAULT INTERRUPTER GND GROUNDGRS GALVANIZED RIGID STEEL CONDUIT GRS-PVVCPVC COATED GRS CONDUITHI HIGHHIM HUMAN INTERFACE MODULEHOA HAND OFF AUTO HP HORSE POWERHPS HIGH PRESSURE SODIUM HS HAND SWITCH

TRANSIENT VOLTAGE SURGE SUPPRESSOR
TWISTED AND SHIELDED PAIRTEMPERATURE SWITCHTWISTED AND SHIELDED 3 CONDUCTOR

TIME DELAY RELAYTEMPERATURETHERMAL MAGNETICTELEPHONE COMPANY

TIME DELAY ON DE-ENERGIZATIONTIME DELAY ON ENERGIZATION

TYPICAL

ULTRA LOW HARMONICUNDERGROUND

UNLESS OTHERWISE NOTEDUNINTERRUPTIBLE POWER SUPPLY

VOLT AMPSVOLTAGE

VOLT AMPS REACTIVEVARIABLE FREQUENCY DRIVEVALVEVOLTMETER

VOLTAGE MONITOR RELAYVOLTAGE RELAYWATTS
WATER TREATMENT PLANTWEATHER PROOF, NEMA 3R

WASTE WATER TREATMENT PLANTTRANSFORMER

LIMIT SWITCIIIMPEDANCE

TIME CLOCKTERMINAL BLOCK

SWITCHBOARDSYMMETRICAL
SWITCHS0LENOID VALVESTOPSTARTSOLID STATE STARTERSTAINLESS STEEL RIGID CONDUIT

SPECIFICATIONSTAINLESS STEEL

SERVICE FACTOR AMPSSELECTORSECONDS

SECONDARY, SECONDSCHEDULE

REWIRE, RELOCATE, REVISE, REUSEREMOTE TERMINAL UNITREDUCE VOLTAGE AUTO TRANSFORMER

RESETRESISTANCE TEMPERATURE DETECTORROOT MEAN SQUARERADIO FREQUENCY INTERFERENCEREFERENCEPOWERPOLYVINYLCHLORIDE

POTENTIAL TRANSFORMER

PRESSURE SWITCH

PUSH TO TEST

FURNISH, INSTALL, AND CONNECTPRIMARY

PAIR, TWISTED AND SHIELDED

POTENTIOMETERPRESSURE

PANELPOWER MONITORPRO RAMMABLE LOGIC CONTROLLERHYDROGEN ION CONCENTRATIONPOWER FAIL RELAY

PULL BOXPUSHBUTTON

POWER FACTOR

POLEOXIDATION REDUCTION POTENTIALOVERLOADOPERATOR INTERFACEON CENTERNEWNOT TO SCALENORMALLY OPEN

NIGHT LIGHTNOT IN CONTRACTNORMALLY HELD OPENNORMALLY HELD CLOSEDNORMALLY CLOSED

NEUTRALMERCURY VAPOR, MEDIUM VOLTAGEMULTIPLEXER
MOTOR

MODEMMV

MINMHM SMCPMCM

MAXMAGMLS
LOSLR
L0
LCEL
LAKJIS

I/OINSTISR

I-DTLIHZD
HTRHZ

XFMRWWTP
ZSZ

VRWWPWTP
VMR

VMVLVVFD
VVA
VAR
UPSUON
UG
TYP
ULH
TVSS
TS
TRIAD
TSPR

TRTEMPTMTELCOTDOD
TBTC
SYMM
TDOE
SVSTP
SWSWBD
SSSSTT
SSRCSS
SELSFA
SECS
SPEC
(R)
SECSCH

RTURVAT

RSTRTDRMSRFIREFPWRPVCPTTPT

PSPROVIDEPRIPRPRESSPOTPNLPM
PHPLC
PFPBX
PFR
PPB
ORP
0I0L

OC(N)NTS
NL
NO
NICNHO
N
NC
MV
NHC
MTR
MUX

HEATERHERTZHAZARD

INSTANTANEOUSINPUT/OUTPUT

INTERLOCKINSTRUMENTATION DRAWING DETAIL

INTRINSICALLY SAFE RELAY

INTRINSICALLY SAFE

LIGHTING CONTACTORLOWER EXPLOSION LIMIT

LIGHTNING ARRESTORKILO, PREFIXJUNCTION BOX
LOW

LATCHING RELAYLIMIT SWITCH

LOCK OUT STOP

MOTOR CONTACTORMAGNETIC FLOWMETERMAXIMUM

THOUSAND CIRCULAR MILSMOTOR CIRCUIT PROTECTOR

TDOETDOD
107,121
G
G
G

SHIELDCONDUCTOR
FILE SPEC:PLOT DATE:\\CONSVR88\SAC2 Quotes and Jobs\Solano ID\42343 SID CHWTP New Entrance\Telstar-Generated Documents\30-42343 Electrical Drawings CAD\E2 Electrical - Symbols Legend.dwg May 20, 2024 - 10:58am

PROJECT SURVEYORPROJECT ENGINEER

DESIGN BY

DRAWN BYCHECK BY
DATE

SHEET IDENTIFICATION
OFKSN PROJECT FILE NO.SHEET
www.ksninc.com
711 N. Pershing AvenueStockton, CA 95203209-946-0268
916-403-5900
1550 Harbor Blvd., Suite 212West Sacramento, CA 95691

VERTICAL DATUM

HORIZONTAL DATUM

DRAWING SCALE
1"½"0

ORIGINAL DRAWING SCALE
DATEDESCRIPTIONNO. APPR.

CITY OF FAIRFIELDCEMENT HILL WATER TREATMENT PLANTNEW ACCESS ROAD

MGFMGFMGF

AS NOTED
CCS83, ZONE 3

LOCAL CONTROL
MAY 2024
2524-0010

PROJECT ENGINEER

ELECTRICAL - SYMBOLS LEGEND
E212 21
2'-0"MIN COVER
1" MIN
3"(TYP 4 SIDES)
#4 @ 36"STIRRUPS
#4 @ 12"(TYP 4 SIDES) 1 1/2"(TYP)
1 1/2"
NOTE:

1. DIMENSIONS ARE MINIMUM UNLESS OTHERWISE INDICATED ON THE DRAWINGS. 1 1/2"(TYP)
NOTES:

1. DIMENSIONS ARE MINIMUM UNLESS OTHERWISE INDICATED ON THE DRAWINGS.

2. THIS ENCASEMENT FOR NON-TRAFFIC AREAS ONLY, OR WHERE SPECIFICALLYINDICATED ON THE DRAWINGS.

E100TYPREINFORCED ENCASEMENT FORELECTRICAL CONDUITS08-01-04C E102TYPUNREINFORCED ENCASEMENT FORELECTRICAL CONDUITS08-01-04C E108TYPRISER FROM NON-METALLIC DUCT08-01-04CFOR SLAB ON GRADE S180TYP
E100TYP
S130TYP E171TYP
E100TYP

BUSHING

SEEDRAWINGS
3" CLR COVER

LAP SPLICE(TYP)

CONTINUING CONDUIT ENCASEMENT

SINGLE DUCT
2"

MULTIPLE DUCT

SELECT BACKFILL OR SAND
4" CONCRETE COVER FORNONMETALLIC CONDUIT

FINISHED GRADE
2"
6"
12"
24" MIN
30" MAXFOR MV
12"
30"
#2/0 BARE COPPER GROUNDBOND TO ELECT SYSTEMGROUND AT GROUND RODIN EACH MANHOLE SIGNAL-2" PVCCOATED RGS
#4@12" OC (TYP)
#4 HOOPS@24" OC

WARNING TAPE (TYP)
CONTROL 2"SCHED 40 PVC
CONTROL 2"SCHED 40 PVC
E103TYPTYPICAL DUCT BANKREV 04042016
6" MINFINISH SLAB
RIGID STEEL NIPPLE& COUPLING WITHFACTORY 40 MILPVC COATING RIGID STEEL FACTORYELBOW WITH FACTORY40 MIL PVC COATING 1'-0" MIN
CONCRETE ENCASEMENT3" MIN, ALL SIDES

NON-METALLIC CONDUIT

FLUSH COUPLING, JACKETED
CONCRETE ENCASEMENT3" MIN, ALL SIDES
E205TYPRISER FROM NON-METALLIC DUCTREV 04042016
NOTE:

1. SPACING OF TRAY SUPPORTS SHALL BE NO MORE THAN MANUFACTURERS RECOMMENDATIONS AS SUBMITTED AND APPROVED BY ENGINEER.

STRUCTURALSTEEL BEAM

NUT WASHERUNISTRUT NUT

PREFORMED CHANNEL

CLAMP TRAY ATEACH SUPPORTCHANNEL
3/8" DIA STEEL ROD

BEAM CLAMP
E208TYPTRAY OR CONDUIT HANGERREV 04042016
NOTES:

1. CONDUIT TAGS SHALL BE AFFIXED TO CONDUITS:

A. AFTER ALL WORKING DRAWINGS ARE APPROVED AND ALL FIELD MODIFICATIONS HAVE BEEN MADE.

B. BEFORE FINAL ACCEPTANCE TESTING HAS STARTED.

CONDUCTOR TYPES:P - POWERC - CONTROL OR DIGITAL STATUSS - SIGNAL (ANALOG)

CONDUIT NUMBERS ARE LISTED ON THE CONDUIT/CABLESCHEDULE P1000

ELECTRICAL CONDUIT CONTAININGPOWER, SIGNAL, OR CONTROLCONDUCTORS

CONDUIT NUMBER

TYPE OF CONDUCTORS INSIDE
E210TYPCONDUIT IDENTIFICATION TAGREV 04042016

EXISTINGBUILDINGINTERIOR

ACCESSIBLE ANDADJUSTABLEGLAND

CONDUIT SEALINGBUSHING OZGEDNEY TYPE CSMI

RACEWAY

CONDUIT SEALINGBUSHING OZ GEDNEYTYPE CSMC OR EQUAL
E214TYPWATERTIGHT CONDUIT SEALREV 04042016
3"
#4 HOOPS@ 12"
6 #5
d SWITCH ORRECEP IFREQ'D

HANDHOLECOVER
D
24" MIN
POLE

GROUND LUG

BUSHING

FINISHED GRADE

PVC COATEDRGS BELOW
PVC SCHED 40

ANCHOR BOLTSWITH DOUBLELOCKNUTS
E600TYPPOLE FOUNDATIONREV 04042016
NOTE:

1. ELECTRICAL SAMPLE DETAIL.
30"
3/8" 3/8"
PLAN

SECTIONA-
30"
72"
A-
FROM LOOP OF SIXTURNS 16 THHN

CONTINUE LOOPCONDUCTORS TODETECTOR CABINET,PER DRAWINGS ES576TYPLOOP SENSORSREV 04042016
3" (TYP 4 SIDES)
#2/0 BARE COPPERGROUND CONDUTORUNLESS OTHERWISEINDICATED ON THEDRAWINGS CONDUIT. SIZES ANDQUANTITY AS REQUIRED.

RED, TYPE CE CONCRETE

FINISH GRADE
2'-0"

MIN COVER
1 1/2"
(TYP)
1 1/2"(TYP)1 1/2"(TYP)
#2/0 BARE COPPERGROUND CONDUCTORUNLESS OTHERWISEINDICATED ON THEDRAWINGS.

CONDUIT. SIZES ANDQUANTITY AS REQD.

FINISH GRADE

RED, TYPE CECONCRETE

GROUNDINGELECTRODECONDUCTOR

SLAB ON GRADE

PVC COATED RIGIDSTEEL CONDUIT
#4 U-SHAPED BARS#4@12"

CONCRETEENCASEDELBOW

NON-METALLICCONDUIT
12" MIN
NOTES:

1. AT INTERSECTIONS WITH STRUCTURES HOOK #4'S INTO THE FOOTING OR WALL(TYP).

2. SEE DUCT BANK SECTIONS AND DETAILS FOR NUMBER AND ARRANGMENT OFDUCTS.

NOTE:

1. IF CONDUIT STUB UP IS UNDER EQUIPMENT, THEN PVC END BELL CAN BE INSTALLEDFLUSH WITH THE CONCRETE.

METALLIC TAPE(TYP) FINISHED GRADE
PVC SCHED 40
6"
DdPOLE H
50'
30'
20'
15'
30"
24"
20"
20"
9'-0"
6'-0"
5'-6"
4'-8"

METALLIC WARNINGTAPE
6"
FILE SPEC:PLOT DATE:\\CONSVR88\SAC2 Quotes and Jobs\Solano ID\42343 SID CHWTP New Entrance\Telstar-Generated Documents\30-42343 Electrical Drawings CAD\E3 Electrical - Details Plan.dwg May 20, 2024 - 10:59am

PROJECT SURVEYORPROJECT ENGINEER

DESIGN BY

DRAWN BYCHECK BY
DATE

SHEET IDENTIFICATION
OFKSN PROJECT FILE NO.SHEET
www.ksninc.com
711 N. Pershing AvenueStockton, CA 95203209-946-0268
916-403-5900
1550 Harbor Blvd., Suite 212West Sacramento, CA 95691

VERTICAL DATUM

HORIZONTAL DATUM

DRAWING SCALE
1"½"0

ORIGINAL DRAWING SCALE
DATEDESCRIPTIONNO. APPR.

CITY OF FAIRFIELDCEMENT HILL WATER TREATMENT PLANTNEW ACCESS ROAD

MGFMGFMGF

AS NOTED
CCS83, ZONE 3

LOCAL CONTROL
MAY 2024
2524-0010

PROJECT ENGINEER

ELECTRICAL - DETAILS PLAN
E313 21

WIRING ACCESSCOVER W/ GASKET

PE CELL

LUMINAIREDK BRONZE

FLUSH HAND-HOLE COVER

BRANCH CIRCUIT WIRING

BASE COVER
1" NON-SHRINK EMBECO GROUTW/45° SMOOTH FINISH
4-3/4"∅X30"X3" ANCHOR BOLTS
4-#4 VERTICAL BARS

FINISHGRADE
3/4" PVC BRANCH CONDUIT

CONDUIT ADAPTER
3/4" R.S. CONDUIT SCOTCH-WRAPPED OR PLASTIC-COATED#3 TIES AT 12" O.C.

BRANCH CONDUITTO NEXT FIXTUREOR STUB OUT

LEVELING NUTS

CONNECT GROUNDWIRE TO GROUNDINGLUG OF POLE
POLE-30' TAPEREDROUND STEEL FINISHED2 COATS DK. BRONZEPAINT TO MATCH FIXTURE

GASKETED HANDHOLE

SLIP FIT ADAPTER

TOP PLATEWELDED TO POLE

MT'G ARM

END CAPAS REQ'D

LUMINAIRE WHEREACCEPTABLE
+0'-0"
+30'-0"
NOTES:-1. ANCHOR BOLTS & TEMPLATES FURNISHED BY ELECTRICAL CONTRACTOR. CONCRETE BASE AND ANCHOR BOLTS INSTALLED BY GENERAL CONTRACTOR.2. BASE SHALL BE 3000 PSI CONC. STONED & SACKED EXPOSED PORTION.3. STANDARDS TO WITHSTAND WIND LOADS OF 100MPH MINIMUM.

POLE MOUNTED FIXTURE DETAILNOT TO SCALEFIXTURE TYPE 'I' = ORLSI SSA LED FIXTURE. 30" DIA
5'-0"
30" DIA
3" #3 TIES AT12" O.C.
#4 VERTICALBARS (CONT.)

SECTION A-A
A A
24"MUST EQUAL DETAILE600 ON DRAWING E3
FILE SPEC:PLOT DATE:\\CONSVR88\SAC2 Quotes and Jobs\Solano ID\42343 SID CHWTP New Entrance\Telstar-Generated Documents\30-42343 Electrical Drawings CAD\E4 Electrical - Pole Mounted Fixture Detail.dwg May 20, 2024 - 10:59am

PROJECT SURVEYORPROJECT ENGINEER

DESIGN BYDRAWN BY

CHECK BY
DATE

SHEET IDENTIFICATION
OFKSN PROJECT FILE NO.SHEET
www.ksninc.com
711 N. Pershing AvenueStockton, CA 95203209-946-0268
916-403-5900
1550 Harbor Blvd., Suite 212West Sacramento, CA 95691

VERTICAL DATUM

HORIZONTAL DATUM

DRAWING SCALE
1"½"0

ORIGINAL DRAWING SCALE
DATEDESCRIPTIONNO. APPR.

CITY OF FAIRFIELDCEMENT HILL WATER TREATMENT PLANTNEW ACCESS ROAD

MGFMGFMGF

AS NOTED
CCS83, ZONE 3

LOCAL CONTROL
MAY 2024
2524-0010

PROJECT ENGINEER

ELECTRICAL - POLE MOUNTED
E414 21

FIXTURE DETAIL
1+00
4+00
ELEC_BANKELEC_BANKELEC_BANKELEC_BANK
ELEC_BANK
ELEC_BANK
ELEC_BANK
ELEC_BANK
ELEC_BANK
ELEC_BANK
ELEC_BANK
ELEC_BANK
ELEC_BANK
ELEC_BANK
ELEC_BANK
ELEC_BANK
ELEC_BANK
ELEC_BANK
ELEC_BANK
ELEC_BANK
ELEC_BANK
ELEC_BANK
ELEC_BANK
ELEC_BANK
ELEC_BANK
ELEC_BANK
ELEC_BANK
ELEC_BANK
ELEC_BANK
ELEC_BANK
ELEC_BANK
ELEC_BANK ELEC_BANKELEC_BANKELEC_BANK
8''PVC8''PVC8''PVC8''PVC8''PVC8''PVC8''PVC8''PVC
8''PVC 8''PVC 8''PVC 8''PVC 8''PVC 8''PVC 8''PVC 8''PVC 8''PVC 8''PVC 8''PVC 8''PVC 8''PVC 8''PVC 8''PVC 8''PVC 8''PVC 8''PVC 8''PVC 8''PVC 8''PVC 8''PVC 8''PVC 8''PVC 8''PVC 8''PVC 8''PVC
8''PVC
8''PVC 8''PVC 8''PVC 8''PVC 8''PVC 8''PVC 8''PVC 8''PVC 8''PVC S
S
ELEC_BANK
ELEC_BANK
ELEC_BANK
ELEC_BANK
ELEC_BANK
ELEC_BANK
ELEC_BANK
ELEC_BANK
ELEC_BANK
ELEC_BANK
ELEC_BANK
ELEC_BANK
ELEC_BANK
ELEC_BANK
ELEC_BANK
ELEC_BANK
ELEC_BANK
ELEC_BANK
ELEC_BANK
ELEC_BANK
ELEC_BANK
ELEC_BANK
ELEC_BANK
ELEC_BANK
ELEC_BANK
ELEC_BANK
ELEC_BANK
ELEC_BANK ELEC_BANKELEC_BANKELEC_BANK
8''PVC8''PVC8''PVC8''PVC8''PVC8''PVC8''PVC8''PVC
8''PVC 8''PVC 8''PVC 8''PVC 8''PVC 8''PVC 8''PVC 8''PVC 8''PVC 8''PVC 8''PVC 8''PVC 8''PVC 8''PVC 8''PVC 8''PVC 8''PVC 8''PVC 8''PVC 8''PVC 8''PVC 8''PVC 8''PVC 8''PVC 8''PVC 8''PVC 8''PVC
8''PVC
8''PVC 8''PVC 8''PVC 8''PVC 8''PVC 8''PVC 8''PVC 8''PVC 8''PVC PULL BOX, TYP N9INSTALL 2" CONDUITWITH 2-#8cu & 1-#GRDTO FEED SECOND ELEC. GATE.

EDGE OF PAVEMENT TYP/BACK OF DIKE

AC DIKE

WASHWATER POND
2" CONDUITS (QTY.2)SPARE FOR FUTURE USE BY UNDERGROUNDTRAFFIC RATED CONCRETE BOX; 30" X 17".

OUTSIDE SAFETY LOOP
2" CONDUITMM, OM1, 62.5Μ X 125Μ CABLE BYCORNING 12F-FROM SERVER ROOM TOGATE SENSOR PANEL

1.5" CONDUIT(QTY.2) #8 XHHWWITH A #10 GROUND
2" CONDUIT(QTY.3) #8 XHHWWITH A #10 GROUND
4A3ELEC.PANEL-X

SERVERROOM
ELEC.PANEL-B

GATE OPERATOR
CONDUIT BANK UNDER ROAD TO BEENCASED IN RED REINFORCED CONCRETE,2500 PSI W/#4 REBAR AT CORNERS &HORIZONTALLY EVERY 24".

RACEWAYS IN CEILING TO BE EMTALL (6) CONDUITS TO STUB UP INTO SS 316ABOVE GROUND ENCLOSURE.

CCC
BAD
CONTINUE CONDUIT AND CONDUCTORS TO EXISTING ELECTRICAL PANEL.ACTUAL POINT OF CONNECTION TO BE COORDINATED WITH SSWA.PROVIDE AND INSTALL REQUIRED 20A, SINGLE POLE BREAKERS INEXISTING PANEL B & PANEL X.

EXTEND CONDUITS AND CONDUCTORS IN TRENCH UNDER PAVEMENT,UP WALL, INTO CEILING. TIE INTO EXISTINGELECTRIC ELECTRICAL PANEL INSIDE BUILDING. ACTUALPOINT OF CONNECTION TO BE COORDINATED WITH SSWA. PROVIDE ANDINSTALL REQUIRED BREAKERS IN EXISTING PANEL.

FUTURE PEDESTAL & ENTRY CARD READER
FUTURE ENTRY KEY PAD W/ 10"HX8"WX4"D NEMA 4X 316SS ENCLOSURE (BY OTHERS)

CEMENT HILL WATER TREATMENT PLANT
SLUDGE POND #3
N9 BOX
FUTURE EXIT KEY PAD W/ 10"HX8"WX4"DNEMA 4X 316SS ENCLOSURE (BY OTHERS)FUTURE EXIT CARD READER (BY OTHERS) 1 2
30" X 17" N36WITH 2 EXTENTIONS &H20 TRAFFIC RATED LID.
90'
30'-3"
PLANT 2
4 REMOVABLE BOLLARD-4"(TYP)

TYPE E DETECTOR
TYPE D DETECTOR PROVIDE & INSTALL LOOPSFOR ALL TRAFFIC DETECTORS USING#16 GAUGE EXTENSION CABLE.

ABOVE GROUND SSENCLOSURE FOR DLC(BY OTHERS)

1.5" RACEWAY TOCITY 332CABINET

FUTURE INTERCOM (BY OTHERS)

ENTRY LOOP

ENTRY SAFETY LOOP

CENTER LOOP

INSIDE SAFETY LOOP

EXIT LOOP

ENTRY INSIDE SAFETY LOOP

ENTRY LANE

EXIT LANE
4 34
46 7
57 CONDUIT ROUTE TO BE USA & POT HOLED
REMOVABLE BOLLARD-4"(TYP)
NEW GATE1"RACEWAY
1" RACEWAY
PROVIDE 1" RACEWAY STUBBED UP FORFUTURE CAMERA MOUNTED ON LIGHT POLE

1.5" CONDUIT(QTY.2) #12 XHHWWITH A #12 GROUND
SS NEMA 4XENCLOSURE FOR FUTUREETHERNET SWITCH
FILE SPEC:PLOT DATE:\\CONSVR88\SAC2 Quotes and Jobs\Solano ID\42343 SID CHWTP New Entrance\Telstar-Generated Documents\30-42343 Electrical Drawings CAD\E5 Electrical - Layout Plan.dwg May 20, 2024 - 2:13pm

PROJECT SURVEYORPROJECT ENGINEER

DESIGN BY

DRAWN BYCHECK BY
DATE

SHEET IDENTIFICATION
OFKSN PROJECT FILE NO.SHEET
www.ksninc.com
711 N. Pershing AvenueStockton, CA 95203209-946-0268
916-403-5900
1550 Harbor Blvd., Suite 212West Sacramento, CA 95691

VERTICAL DATUM

HORIZONTAL DATUM

DRAWING SCALE
1"½"0

ORIGINAL DRAWING SCALE
DATEDESCRIPTIONNO. APPR.

CITY OF FAIRFIELDCEMENT HILL WATER TREATMENT PLANTNEW ACCESS ROAD

MGFMGFMGF

AS NOTED
CCS83, ZONE 3

LOCAL CONTROL
MAY 2024
2524-0010

PROJECT ENGINEER
N
ELECTRIC NOTES:

CONDUIT RISERS ARE TO BE PVC-COATED RIGID CONDUIT.

ABOVE GROUND EXTERIOR CONDUITS TO BE PVC-COATEDRIGID CONDUIT.

POLE LIGHT TO BE EQUAL TO LSI SSA LED 18L ACR3UNV DIM 50 IMS4 BRZ WITH PHOTOCELL & BRONZEROUND TAPERED 30FT POLE.

CONDUITS UNDER ROAD TO BE ENCASED IN REDREINFORCED CONCRETE.

PROVIDE & INSTALL RENO A & E DLC (S) PER CITY OFFAIRFIELD SPECIFICATIONS.

PROVIDE SS ABOVE GROUND ENCLOSURE W/LOCK HASPENCLOSING DLC (S). TO PROVIDE SIGNAL TO CITY OFFAIRFIELD SIGNAL SYSTEM, IF REQUIRED BY CITY.

CONTRACTOR TO CONFIRM DETECTOR INSTALLATOIN WITHCITY OF FAIRFIELD. AS SPECIFICATION REQUIRES THATLOOPS BE INSTALLED IN CUT SLOTS AND SUFFICIENTLEAD CABLE WILL BE INSTALLED IN THE NEARBY NO. 6IN GROUND PULL BOX TO REACH THE 332 CABINETWHICH IS LOCATED ON THE SOUTHEAST CORNER OF THEINTERSECTION. ALSO REFERENCE CALTRAN DWG RSPES-5B FOR INSTALLATION OF TYPE D AND E LOOPS.

ELECTRICAL - LAYOUT PLAN
E515 21
1 inch = ft.( IN FEET )

GRAPHIC SCALE
030 30 60
30 12015
1 2
3 4
5 6
7 PIPE ROOM

LIGHT FIXTURE

PANEL X-RUN CONDUIT IN WALLREPAIR/PAINT WALL
NEW NEMA 4X GUTTERSS316

STANDING SEAM METAL ROOF
1 1/2" VINYL FACED INSULATION(5) NEW 1" EMT

SUSPENDED CEILING
R-30

SERVER ROOM

INSULATION
12 1

NOTE- CONDUIT ROUTING ABOVE SUSPENDED CEILING

PANEL B CONDUITS

CONDUITS TO SERVER ROOMACCESS/GATE CONTROL SYSTEM
+0'.0" FIN. FLR.
+8'-6" GIRT
+12'-0"
FILE SPEC:PLOT DATE:\\CONSVR88\SAC2 Quotes and Jobs\Solano ID\42343 SID CHWTP New Entrance\Telstar-Generated Documents\30-42343 Electrical Drawings CAD\E6 Electrical - Plant 2 Raceway Detail.dwg May 20, 2024 - 1:22pm

PROJECT SURVEYORPROJECT ENGINEER

DESIGN BY

DRAWN BYCHECK BY
DATE

SHEET IDENTIFICATION
OFKSN PROJECT FILE NO.SHEET
www.ksninc.com
711 N. Pershing AvenueStockton, CA 95203209-946-0268
916-403-5900
1550 Harbor Blvd., Suite 212West Sacramento, CA 95691

VERTICAL DATUM

HORIZONTAL DATUM

DRAWING SCALE
1"½"0

ORIGINAL DRAWING SCALE
DATEDESCRIPTIONNO. APPR.

CITY OF FAIRFIELDCEMENT HILL WATER TREATMENT PLANTNEW ACCESS ROAD

MGFMGFMGF

AS NOTED
CCS83, ZONE 3

LOCAL CONTROL
MAY 2024
2524-0010

PROJECT ENGINEER
ELECTRICAL - PLANT 2 RACEWAY DETAIL
E616 21

AC DIKE
4A3ELEC.PANEL-X

SERVERROOM
ELEC.PANEL-B
CCC
BAD
CONTINUE CONDUIT AND CONDUCTORS TO EXISTING ELECTRICAL PANEL.ACTUAL POINT OF CONNECTION TO BE COORDINATED WITH SSWA.PROVIDE AND INSTALL REQUIRED 20A, SINGLE POLE BREAKERS INEXISTING PANEL B & PANEL X.

CEMENT HILL WATER TREATMENT PLANT
90'
30'-3"
PLANT 2

1.5" CONDUIT(2)#8 XHHW(1)#10 GND
2" CONDUIT(3)#8 XHHW(1)#10 GND
CONNECT #2/0 GROUND WIREFROM RACEWAY TO EXISTINGGROUND CONNECTON GATE CONTROLLER &BACKUP BATTERY TO BEINSTALLED IN SERVER ROOM(BY OTHERS). 2" CONDUITFIBER OPTIC CABLEMULTI-MODE, OM1, 62.5

1.5" CONDUIT(2)#8 XHHW(1)#10 GNDPANEL B TO GATE CONTROLLER & BACKUP BATTERYIN SERVER ROOM (VIA NEMA 4X GUTTER).

1.5" CONDUIT(2)#12 XHHW(1)#12 GND
FILE SPEC:PLOT DATE:\\CONSVR88\SAC2 Quotes and Jobs\Solano ID\42343 SID CHWTP New Entrance\Telstar-Generated Documents\30-42343 Electrical Drawings CAD\E7 Electrical - Plant 2 Layout Drawing.dwg May 20, 2024 - 2:38pm

PROJECT SURVEYORPROJECT ENGINEER

DESIGN BY

DRAWN BYCHECK BY
DATE

SHEET IDENTIFICATION
OFKSN PROJECT FILE NO.SHEET
www.ksninc.com
711 N. Pershing AvenueStockton, CA 95203209-946-0268
916-403-5900
1550 Harbor Blvd., Suite 212West Sacramento, CA 95691

VERTICAL DATUM

HORIZONTAL DATUM

DRAWING SCALE
1"½"0

ORIGINAL DRAWING SCALE
DATEDESCRIPTIONNO. APPR.

CITY OF FAIRFIELDCEMENT HILL WATER TREATMENT PLANTNEW ACCESS ROAD

MGFMGFMGF

AS NOTED
CCS83, ZONE 3

LOCAL CONTROL
MAY 2024
2524-0010

PROJECT ENGINEER
N
ELECTRICAL - PLANT 2 LAYOUT DRAWING
E717 21
1/8" inch = 1 ft.( IN FEET )

GRAPHIC SCALE
08 8 16 324
PANELBOARD SCHEDULE : PANEL X
D. C. DEVICE TYPE: M. L. D.

DEMANDCODEAMP/POLES

EXIT LIGHTS
SPARE
SPARE
MOUNTING: FLUSHENCLOSURE: NEMA 1COMMENTS: MOUNT IN WALL A
2 VOLTAGE LL: 480

LOAD/PHASE (VA)
B
SPARE
SPARE

ENTRANCE POLELIGHT

LGTS CLARIFIER
LGTS 5, 6
LGTS 1, 3
O. S. POLE P1, 2, 3
4 6
8 10
12 14
16 18
20/1P
AMP/POLESCKT.NO.

LGTS 7, 8, 9, 10
20 22

DESCRIPTION
20/1P
20/1P
20/1P
20/1P
20/1P
20/1P
20/1P
20/1P
O. S. POLE P4
20/1P
20/1P
20/1P
20/1P
20/1P
CKT.NO. C
1 3
5 7
9 11
13 15
17 19
21 23
700
2100
1000
VOLTAGE LG: 277DEVICE FAMILY: NHIBBUS AMPS: 100
O. S. POLE P5
LGTS 1, 2
FAULT DUTY: 13322
3 PHASE , 4 WIRE
SPARE
SPARE

DESCRIPTIONA B
1200
750
850
300
100
275
C
20/1P
20/1P
20/1P
SPACE
MOV 2401
SPACE
SPACE
SPACE
SPACE
300
-
-
-
-
-
-
-
-
-
-
-
-
-
- 24
-
15/1P
-
-
-
-
-

LOADQTYUNITLOADLOADTYPE DEMANDCODELOADQTYUNITLOADLOADTYPE 2 2
2 2
2 2
2 2
1 SPARE
26 28
25 27
29 SPACE
SPACE
SPACE
SPACE
-
-
-
-
-
- 30
-
-
-
-
-
SPACE
SPACE
-SPACE
NOTES:

1. FURNISH (N) 20A BREAKER AT CKT #7 FOR NEW ENTRANCE POLE LIGHT.

FILE SPEC:PLOT DATE:\\CONSVR88\SAC2 Quotes and Jobs\Solano ID\42343 SID CHWTP New Entrance\Telstar-Generated Documents\30-42343 Electrical Drawings CAD\E8 Electrical - Panel X Schedule.dwg May 20, 2024 - 1:20pm

PROJECT SURVEYORPROJECT ENGINEER

DESIGN BYDRAWN BY

CHECK BY
DATE

SHEET IDENTIFICATION
OFKSN PROJECT FILE NO.SHEET
www.ksninc.com
711 N. Pershing AvenueStockton, CA 95203209-946-0268
916-403-5900
1550 Harbor Blvd., Suite 212West Sacramento, CA 95691

VERTICAL DATUM

HORIZONTAL DATUM

DRAWING SCALE
1"½"0

ORIGINAL DRAWING SCALE
DATEDESCRIPTIONNO. APPR.

CITY OF FAIRFIELDCEMENT HILL WATER TREATMENT PLANTNEW ACCESS ROAD

MGFMGFMGF

AS NOTED
CCS83, ZONE 3

LOCAL CONTROL
MAY 2024
2524-0010

PROJECT ENGINEER

ELECTRICAL - PANEL X SCHEDULE
E818 21
PANELBOARD SCHEDULE : PANEL B
D. C. DEVICE TYPE: 125/3

AMP/POLES

RECEPTACLES

FILTER BACKWASHPANEL
MOUNTING: WALL SURFENCLOSURE: NEMA 1COMMENTS: W / TYPED DIRECTORY A
2 VOLTAGE LL: 208

LOAD/PHASE (VA)
B
A/C
4 6
8 10
12 14
16 18
20/1P
AMP/POLESCKT.NO.
20 22

DESCRIPTION
20/1P
20/1P
20/1P
20/1P
20/1P
20/1P
20/1P
20/1P
20/1P
20/1P
20/1P
20/1P
20/1P
CKT.NO. C
1 3
5 7
9 11
13 15
17 19
21 23
1200
900
1000
VOLTAGE LG: 120DEVICE FAMILY: SQ D NQOBBUS AMPS: 125 FAULT DUTY: 3252 3 PHASE , 4 WIRE

DESCRIPTIONA B
1500
1200
1500
750
1000
1000
C
20/1P
20/1P
20/1P
400
1100
1200
-
-
-
-
-
-
1000
1000
500
1000
1200
100024
25 26
27 28
29 30
31 32
33 34
35 36
37 38
39 40
41 42 -
-
-
-
1000
1000
750
-
1200
2250
2250
2570
-
-
-
2570
2570
2570
1200

MOTOR HEATERS

MCC ROOM A/C

WATER HEATERS
20/1P
20/1P
20/1P
20/1P 20/1P
20/1P
20/2P
20/1P
20/1P
30/1P
20/1P
30/1P
40/2P
20/1P 40/2P
20/1P

DEMANDCODELOADQTYUNITLOADLOADQTYUNITLOADLOADTYPE DEMANDCODE LOADTYPE NOTES:

1.FURNISH (N) 20A BREAKER AT CKT #26 FOR NEW GATE/ACCESS CONTROL SYSTEM.DOUBLE LAND WIRE FOR 120VAC CONTROL VOLTAGE OUT TO ENCLOSURE FOR FUTUREETHERNET SWITCH.

RECEPTACLES

RECEPTACLES -TELEPHONE

AIR COMPRESSORHOUR METER
PLC-2

BATTERYCHARGER

GENERATOR LEAKDETECTOR

SERVER ROOM AC

GENERATORWATER HEATER

RETURN WATERTURBIDITY SHED

HEAT PUMP

RECEPTACLES

HEAT PUMP

HEAT PUMP
20/2P
20/1P
30A SERVER RECEPTACLE

RECEPTACLES

NEW GATE/ACCESSCONTROL SYSTEM

RECEPTACLES -REFRIGERATOR

RECEPTACLES

RECEPTACLES - EDF

RECEPTACLES

RECEPTACLES
A/C
A/C
A/C
A/C
A/C
20/1P
20/1P
20/1P
-
FILE SPEC:PLOT DATE:P:\Solano ID\42343 SID CHWTP New Entrance\Telstar-Generated Documents\30-42343 Electrical Drawings CAD\E9 Electrical - Panel B Schedule.dwg May 20, 2024 - 1:22pm

PROJECT SURVEYORPROJECT ENGINEER

DESIGN BY

DRAWN BYCHECK BY
DATE

SHEET IDENTIFICATION
OFKSN PROJECT FILE NO.SHEET
www.ksninc.com
711 N. Pershing AvenueStockton, CA 95203209-946-0268
916-403-5900
1550 Harbor Blvd., Suite 212West Sacramento, CA 95691

VERTICAL DATUM

HORIZONTAL DATUM

DRAWING SCALE
1"½"0

ORIGINAL DRAWING SCALE
DATEDESCRIPTIONNO. APPR.

CITY OF FAIRFIELDCEMENT HILL WATER TREATMENT PLANTNEW ACCESS ROAD

MGFMGFMGF

AS NOTED
CCS83, ZONE 3

LOCAL CONTROL
MAY 2024
2524-0010

PROJECT ENGINEER

ELECTRICAL - PANEL B SCHEDULE
E919 21

OUTSIDESAFETY LOOP

CENTERLOOP

INSIDESAFETY LOOP

EXIT LOOP

ENTRYLOOP

ENTRYSAFETY LOOP

CENTERLOOP

ENTRY INSIDESAFETY LOOP

ENTRY KEY PAD

INTERCOM (FUTURE)

ENTRY CARD READER (FUTURE) EXIT CARD READER (FUTURE)
ABOVE GROUND SSENCLOSURE FOR DLC (S) PULL BOX, TYP N9INSTALL 2" CONDUITWITH 2-#8CU & 1-#GRDTO FEED SECOND ELEC. GATE.(NOTE 4) PLANT 2 CONTROL BUILDING
RACEWAYS IN CEILING TO BE EMTALL (6) CONDUITS TO STUB UP INTO SS 304ABOVE GROUND ENCLOSURE RACEWAYTO CITY 332 CABINETPULL BOX, TYP N9(NOTE 4)
PULL BOX, TYP N9(NOTE 4)
PULL BOX, TYP N9(NOTES 3 & 5)

ROAD CENTER LINE
42" GOOSENECKPEDESTAL (NOTE 2)

CONDUIT ROUTE TO BE USA & POT HOLED
TYPE D DETECTOR PROVIDE & INSTALL LOOPSFOR ALL TRAFFIC DETECTORS USING#16 GAUGE EXTENSION CABLE LEGEND :

CONDUIT

ENTRY GATECONTROLLER BOARD

EXIT GATECONTROLLER BOARD
42" GOOSENECKPEDESTAL 42" GOOSENECKPEDESTAL
30" X 17" N36WITH 2 EXTENSIONS &H20 TRAFFIC RATED LID.

TYPE D DETECTOR

TYPE E DETECTOR

ENTRY LANE EXIT LANE
SS NEMA 4X ENCLOSURE (NOTE 1)SS NEMA 4X ENCLOSURE (NOTE 1) NOTES:1. FURNISH (2) 10"H X 8"W X 4"D NEMA 4X 316SS ENCLOUSRES FORENTRY AND EXIT KEY PAD/CARD READER.2. CAP RISER UNTIL INTERCOM IS INSTALLED.3. PROVIDE SPACE FOR FUTURE MEDIA CONVERTER FOR GATECONTROLLER (FIBER TO ETHERNET). MEDIA CONVERTER TO BEPOWERED FROM SAME SOURCE AS THE GATE CONTROLLER.4. ALL CONDUIT LEAVING PULLBOX SHALL BE 1" SIZE.5. CONDUITS FROM THIS PULLBOX TO GATE CONTROLLER ANDFIELD DEVICES (INTERCOMS, KEY PADS, CARD READERS, ANDLOOP DETECTORS) SHALL BE 1" SIZED. CONDUITS FROM THISPULLBOX TO PLANT 2 SHALL BE SIZED AS SHOWN ON DRAWINGE5.6. FURNISH NEMA 4X SS ENCLOSURE FOR FUTURE ETHERNETSWITCH. FIBER CONNECTION TO PLANT 2 SERVER ROOM SHALLBE LANDED AT THE SWITCH, ALONG WITH 120VAC POWER.ADDITIONALLY, (2) CONDUITS NEEDED FOR CAT6 CONNECTIONTO FUTURE CARD READERS.7. POWER CONDUIT TO ENCLOSURE CONTAINS (2) #12 AND (1) #12GROUND.

EXIT KEY PAD
SS NEMA 4X ENCLOSURE (NOTES 6 & 7)

ETHERNET SWITCH (FUTURE)
FILE SPEC:PLOT DATE:P:\Solano ID\42343 SID CHWTP New Entrance\Telstar-Generated Documents\30-42343 Electrical Drawings CAD\E10 Electrical - Gate Control System Conduit Detail.dwg May 20, 2024 - 2:37pm

PROJECT SURVEYORPROJECT ENGINEER

DESIGN BY

DRAWN BYCHECK BY
DATE

SHEET IDENTIFICATION
OFKSN PROJECT FILE NO.SHEET
www.ksninc.com
711 N. Pershing AvenueStockton, CA 95203209-946-0268
916-403-5900
1550 Harbor Blvd., Suite 212West Sacramento, CA 95691

VERTICAL DATUM

HORIZONTAL DATUM

DRAWING SCALE
1"½"0

ORIGINAL DRAWING SCALE
DATEDESCRIPTIONNO. APPR.

CITY OF FAIRFIELDCEMENT HILL WATER TREATMENT PLANTNEW ACCESS ROAD

MGFMGFMGF

AS NOTED
CCS83, ZONE 3

LOCAL CONTROL
MAY 2024
2524-0010

PROJECT ENGINEER

ELECTRICAL - GATE CONTROL SYSTEM
E1020 21 CONDUIT DETAIL

OUTSIDESAFETY LOOP

CENTERLOOP

INSIDESAFETY LOOP

EXIT LOOP

ENTRYLOOP

ENTRYSAFETY LOOP

CENTERLOOP

ENTRY INSIDESAFETY LOOP

INTERCOM
ABOVE GROUND SSENCLOSURE FOR DLC (S) PULL BOX, TYP N9INSTALL 2" CONDUITWITH 2-#8CU & 1-#GRDTO FEED SECOND ELEC. GATE(NOTE 4).

TYPE D DETECTOR

TYPE E DETECTOR
RACEWAYTO CITY 332 CABINETPULL BOX, TYP N9(NOTE 4)
PULL BOX, TYP N9(NOTE 4)

ROAD CENTER LINE

GGGGGGGGG

G G G G G G G G

GGGGGGGG

G G G G G G G G G G G

PPPPPPPP

P P P P P P P P P P P P P

PPPPPPPPP

P P P P P P P P P P P P P P

IIIIIIIIIII

I I I I I I I I I I I I I I I I I I I I I I I
EEEEE

E E E E E E

GGGGGGGGGGGG
G G G

GGGGGGGGGGG
G G G
GGGGGG
G G G

GGGGGGGGGGG

G G G G

GGGGGGGGGGGG
G G G

GGGGGGGGGGG

G G G G

GGGGGGGGGGGG

G G G G
GGGGG
G G G

P P P P P P P P P P P P P P P P P P

P P P P P P

PPPPPPP

PPPPPPPPPPPPPPPPPPP

GGGGGGGGGGGG

GGGGGGGGGGGGGGGGGGGGGGGGGGGGGG

GGGGGGGGGGGGG

GGGGGGGGGGGGGGGGGGGGGGGGGGGGGGG

E E E E E E E E E E E E E E E

E E E E E E
GG
GGGG

GGGGGGGGGG
GGGG
GGGG
GGG
G
GGGG
GGGG
GGG
G
GGG

GGGGGGG
GGG
G
GGGG

G G G G G G G G G G G G G G
G
TYPE D DETECTOR PROVIDE & INSTALL LOOPSFOR ALL TRAFFIC DETECTORS USING#16 GAUGE EXTENSION CABLE LEGENDS :
"CISCO" SECURITY SYSTEM

SONITROL ALARM SYSTEM

INTERCOM
POWER

GATE CONTROL
C
S
I
P
G
CABLE
G

GGGGGGGGGGGGGGG GGGGGGGGGGGGGGG GGGGGGGGGGGGGGG

ENTRY LANE EXIT LANE
G

G G G G G
42" GOOSENECKPEDESTAL (NOTE 2) 42" GOOSENECKPEDESTAL 42" GOOSENECKPEDESTAL SS NEMA 4X ENCLOSURE (NOTE 1)

ENTRY KEY PAD ENTRY CARD READER (FUTURE)
NOTES:1. FURNISH (2) 10"H X 8"W X 4"D NEMA 4X 316SS ENCLOUSRES FOR ENTRYAND EXIT KEY PAD/CARD READER.2. CAP RISER UNTIL INTERCOM IS INSTALLED.3. PROVIDE SPACE FOR FUTURE MEDIA CONVERTER FOR GATECONTROLLER (FIBER TO ETHERNET). MEDIA CONVERTER TO BEPOWERED FROM SAME SOURCE AS THE GATE CONTROLLER.4. ALL CONDUIT LEAVING PULLBOX SHALL BE 1" SIZE.5. CONDUITS FROM THIS PULLBOX TO GATE CONTROLLER AND FIELDDEVICES (INTERCOMS, KEY PADS, CARD READERS, AND LOOPDETECTORS) SHALL BE 1" SIZED. CONDUITS FROM THIS PULLBOX TOPLANT 2 SHALL BE SIZED AS SHOWN ON DRAWING E5.6. FURNISH NEMA 4X SS ENCLOSURE FOR FUTURE ETHERNET SWITCH.FIBER CONNECTION TO PLANT 2 SERVER ROOM SHALL BE LANDED ATTHE SWITCH, ALONG WITH 120VAC POWER. ADDITIONALLY, (2)CONDUITS NEEDED FOR CAT6 CONNECTION TO FUTURE CARDREADERS.7. POWER CONDUIT TO ENCLOSURE CONTAINS (2) #12 AND (1) #12GROUND.

EXIT CARD READER (FUTURE)
SS NEMA 4X ENCLOSURE (NOTE 1)

ENTRY GATECONTROLLER BOARD

EXIT GATECONTROLLER BOARD

EXIT KEY PAD
SS NEMA 4X ENCLOSURE (NOTES 6 & 7)

ETHERNET SWITCH (FUTURE)
FF
PULL BOX, TYP N9(NOTES 3 & 5)
EE EE
E
PPPP
P

FIBER OPTICF
ETHERNET/CAT6E
FILE SPEC:PLOT DATE:P:\Solano ID\42343 SID CHWTP New Entrance\Telstar-Generated Documents\30-42343 Electrical Drawings CAD\E11 Electrical - Gate Control System Wiring Detail.dwg May 20, 2024 - 2:37pm

PROJECT SURVEYORPROJECT ENGINEER

DESIGN BY

DRAWN BYCHECK BY
DATE

SHEET IDENTIFICATION
OFKSN PROJECT FILE NO.SHEET
www.ksninc.com
711 N. Pershing AvenueStockton, CA 95203209-946-0268
916-403-5900
1550 Harbor Blvd., Suite 212West Sacramento, CA 95691

VERTICAL DATUM

HORIZONTAL DATUM

DRAWING SCALE
1"½"0

ORIGINAL DRAWING SCALE
DATEDESCRIPTIONNO. APPR.

CITY OF FAIRFIELDCEMENT HILL WATER TREATMENT PLANTNEW ACCESS ROAD

MGFMGFMGF

AS NOTED
CCS83, ZONE 3

LOCAL CONTROL
MAY 2024
2524-0010

PROJECT ENGINEER

ELECTRICAL - GATE CONTROL SYSTEM
E1121 21

WIRING DETAIL

EXHIBIT B

EXHBIT B

Fairfield City CouncilJuly 15, 2025

Fairfield City Council
July 15, 2025