DRAFT Reimbursement Agreement — Visalia City Council, May 18, 2026

EXHIBT 1

CITY OF VISALIA

REIMBURSEMENT AGREEMENT

FOR PRIVATELY CONSTRUCTED PUBLIC FACILITIES INCLUDED IN THE CITY’S IMPACT FEE PROGRAMS
This Agreement, dated as of ___________________, is entered into by and between the City of Visalia, a municipal corporation (the “City”), and San Joaquin Valley Homes, LLC, a California limited liability company, (the “Developer”).

RECITALS:

WHEREAS, Chapter 13.08 of the City of Visalia Municipal Code (the “Code”) established development fees and special funds as part of the City’s Sewer Service System Fee Program (the “Sewer Fee Program”); and
WHEREAS, Section 13.08.180 of the City of Visalia Municipal Code authorizes the City to oversize any sewer main as determined by the City Engineer, and in conformance with the City’s Sanitary Sewer Master Plan, and shall reimburse for the additional oversizing construction costs upon application of property developers;
WHEREAS, Chapter 16.36 of the municipal code allows the City to require a developers install improvements in accordance with city policies as part of a subdivision; and WHEREAS, City and Developer, as a condition for approval of Site Plan Review No. 23- 131 (Elliott Subdivison) and associated TPM No. 5597, pertaining to real property identified therein (the property and entitlements so described hereafter referred to as the “Project”) have entered into a Project Improvement Agreement that sets forth Developer’s obligations regarding the construction of planned facilities and public improvements, according to improvement plans titled Shirk Street Sanitary Sewer Improvements and approved by the City on May, __, 2026 (hereafter collectively referred to as the “Facilities”); and WHEREAS, In order to avoid duplication of work, the City is requiring the Developer to install and additional length of sewer line as part of the Facilities, this work is eligible for reimbursement by the City; and
WHEREAS, City acknowledges that the additional improvements needed are being conducted as it has been determined by the City that construction of these Facilities at the same time as the work required for the Project is in the best interest of the City and will result in less impacts to the public if the work were done separately, however City acknowledges that the requirement for these additional improvements is creating a substantial cost increase over what would have been required for the Project and under these circumstances the City is allowing the Developer to request reimbursement for the eligible Facilities as the work progresses; and WHEREAS, this reimbursement agreement is intended to set forth the terms of reimbursement between City and Developer for Shirk Street Sanitary Sewer Improvements, which will install a sewer main along Shirk Road; and
WHEREAS, City and Developer desire to set forth their mutual understandings regarding the manner in which the City shall reimburse Developer for the Facilities that are under the requirements stated in the Sewer Fee Program, which the City has required to be installed as a EXHIBT 1
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Reimbursement Agreement Page 8
condition of approval for the Project and City maintains no proprietary interest in the overall development project except for these specified public improvements.

NOW, THEREFORE, in consideration of the mutual promises contained herein, the City and the Developer hereby agree as follows:

Section 1. Construction of Facilities

Developer shall complete construction of the Facilities in accordance with the terms of the Project Improvements Agreement.

Section 2. Reimbursement Amounts
The City shall reimburse, through cash payments as provided herein, the Developer for the planned Facilities based on the schedule of costs contained in Exhibit 1, attached hereto, which lists the Programmed Costs, or the items that the City will reimburse the Developer for and lists the applicable unit cost and values. A diagram showing the location of these public improvements is attached as Exhibit 2.

If any items are not listed in the schedule of costs, then the City and Developer must agree to an acceptable unit cost prior to this Agreement being signed. Changes or variations in the Programmed Costs may be requested by the Developer pursuant to Section 3 of this Agreement.

Section 3. Adjustment to Programmed Costs

The Developer may request the City to adjust the Programmed Costs. In order to request an adjustment to the Programmed Costs, the Developer must provide the following:

(1) Copies of the original contract with the contractor and any change orders that have been agreed to by the Developer, contractor, and the City. The portion of each change order associated with the Facilities must be itemized separately;

(2) Copies of all invoices, with unconditional lien releases, submitted by the contractor;

(3) Copies of all checks issued by the Developer with related invoices indicated; and

(4) A summary tabulation of all contractor invoices and Developer payments.

If the actual construction costs for the Facilities exceeds the Programmed Costs for such Facilities, the City Engineer shall review the items described above and determine if the Programmed Costs that will be credited/reimbursed to the Developer should be increased above the amount shown in Exhibit 1 or Exhibit 2 to fairly reflect change orders or other changed circumstances. The City Engineer shall determine in his/her reasonable discretion how much of the actual construction costs should be included in an increase to the Programmed Costs, and if acceptable, the parties shall execute an amendment to this Agreement setting forth the adjusted Programmed Cost.

Section 4. Right to Reimbursement

Developer shall be reimbursed the Programmed Cost in the manner as set forth in Section 5 below. Reimbursements payments by the City will not be made until a reimbursement request is EXHIBT 1
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Reimbursement Agreement Page 8
submitted to the City. The Developer must apply for reimbursement within four (4) years after the City has accepted the Facilities. As noted in Section 5, this Agreement allows the Developer to seek reimbursement during construction of the Facilities. The Developer waives all right to reimbursement from the City if they do not request reimbursement within this four-year limitation; and
Section 5. Reimbursement Method

Developer shall be reimbursed the Programmed Costs, without interest, in the following manner(s):

5.1 Cash Reimbursement from Development Fees Collected City Wide. Developer may submit reimbursement requests monthly as the work on the Facilities progresses. The reimbursement requests will be based on the amount of the work completed on the Facilities, minus a retention amount of five percent (5%) which will be withheld from each progress payments to Developer from City. Developer must provide City copies of invoices from subcontractors, conditional releases of any liens from contractors, and calculation of percentage of work completed on Facilities, to the reasonable satisfaction of the City on a monthly basis.

Developer acknowledges that work on improvements that are not subject to reimbursement by the City will not be reimbursed and that submitted invoices will need to separately identify items that are reimbursable under this Agreement and any items that are not reimbursable.

City shall review the invoices from Developer and has ten (10) calendar days from the date the invoices are submitted to dispute any charges by Developer. If the City does not dispute an item, then it will be considered approved by the City. Disputed amounts shall be reviewed between the City and the Developer and shall not be paid until the City is satisfied that only work on the reimbursable Programmed Costs is being sought for recovery.

Payment of all undisputed reimbursement amounts will be made by City within thirty (30) calendar days from approval.

If the progress payments exceed the Programmed Costs, then Developer must request an adjustment to the Programmed Costs under Section 3 of this Agreement prior to any additional reimbursement by the City.

The retention amount may be requested by Developer after the Facilities have been completed, formally accepted by City, and thirty-five (35) days have passed from a Notice of Completion having been filed for and no claim of nonpayment has been filed by any workers or material suppliers. If any claims have been filed, then City may withhold the reimbursement attributable to such nonpayment claim until the claim is resolved.

Developer acknowledges that performance and payment bonds in the amount of one hundred percent (100%) of the estimated Facilities cost have been issued and accepted by the City and a one-year maintenance/warranty bond on the Facilities will be provided in a form acceptable to City under the Project Improvements Agreement, and the term of this warranty bond will not begin until the Facilities have been completed and accepted by the City.

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Section 6. Transfer of Reimbursement Rights

Rights to cash payment reimbursements granted to Developer pursuant to this Agreement may be transferred to other owners, builders, or developers only with the written consent of City. The notice must be signed by the Developer and the City, and an executed copy of the form shall be kept on file at the City.

Section 7. Limited City Obligation
The obligations arising from this Agreement are neither a debt of the City nor a legal or equitable pledge, charge, lien, or encumbrance upon any of its property or upon any of its income, receipts, or revenues, except the fees collected for the Facilities. Neither the General Fund nor any other fund of the City, except the applicable fund(s) associated with the Sewer Fee Program, shall be liable for the payment of any obligations arising from this Agreement. The credit or taxing power of the City is not pledged for the payment of any obligation arising from this Agreement. Developer shall not compel the forfeiture of any of the City’s property to satisfy any obligations arising from this Agreement.

Section 8. Liens, Claims, and Encumbrances
Prior to final acceptance and issuance of Notice of Completion for any Facilities by the City, the constructing Developer shall provide a written guarantee and assurance to the City that there are no liens, claims, or encumbrances on those Facilities, together with unconditional final releases from all contractors and material suppliers, and with copies of invoices and corresponding checks issued by the Developer for all items for which reimbursement is requested under this Agreement for the Facilities. Notwithstanding any other provision or term of this Agreement, the City shall have no obligation to make any reimbursement payments until the constructing Developer has cleared any and all liens, claims and encumbrances from the Improvements and provided the required documentation, guarantee and assurance in writing, to the satisfaction of the City.

Section 9. No Third Party Beneficiary
City does not assume any liability, duty or obligation to Developer’s contractors, subcontractors or agents by execution or performance of this Agreement and no contractors, subcontractors, agents or any parties are third party beneficiaries of this Agreement.

Section 10. Attorney’s Fee
If any suit, action or proceeding in law or equity is brought to enforce the provisions of this Agreement, the prevailing party shall be entitled to reasonable costs and attorneys’ fees.

Section 11. Notices

Any notices, requests, demands or other communications required or permitted to be given under this Agreement shall be in writing and shall be deemed to have been duly given on the date of service if served personally (FedEx and similar services, each of which is hereinafter called an “Express Courier,” shall be considered to be personal service) or by telephone facsimile or other electronic transmission (provided that the sender of a telephone facsimile or other electronic transmission has received confirmation of successful transmission by the sending fax machine), and upon receipt, if mailed to the party to whom notice is to be given, by first-class mail, registered or certified, postage prepaid, return receipt requested, and properly addressed as follows:

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Reimbursement Agreement Page 8
City: With a copy to:

City of Visalia City of Visalia
Community Development Department Finance Department
315 E. Acequia Ave. 707 W. Acequia Ave.

Visalia, CA 93291 Visalia, CA 93291
Attn: City Engineer Attn: Finance Administrator

Developer:

San Joaquin Valley Homes, LLC
5607 Avenida de los Robles
Visalia, CA 93291
Attn:

Either party may change its mailing address at any time by giving written notice of such changes to the other party in the manner provided herein.

Section 12. Term
The term of this Agreement shall start on the day and year duly executed by all parties and shall remain in effect until all the terms and conditions contained in this Agreement have been satisfied.

Section 13. Severability
If any portion of this Agreement is declared by a court of competent jurisdiction to be invalid or unenforceable, such portion shall be deemed severed from this Agreement and the remaining parts shall remain in full effect as though such invalid or unenforceable provision had not been a part of this Agreement.

Section 14. Binding on Successors and Assigns
Each and every provision of this Agreement shall be binding upon and shall inure to the benefit of the respective successors and assigns of the parties hereto, in the same manner as if such parties had been expressly named herein.

Section 15. Governing Law; Venue
This Agreement is made under, and shall in all respects be interpreted, enforced, and governed by, the laws of the State of California. In the event of a dispute concerning the terms of this Agreement, the venue for any legal action shall be with the appropriate court in the County of Tulare, State of California.

Section 16. Exhibits
The Exhibits attached hereto are hereby incorporated herein by this reference.

Section 17. Entire Agreement
This Agreement contains the entire agreement between the parties with respect to the matters contained herein and may be amended only by subsequent written agreement signed by all parties.

Section 18. Compliance with State Law.

Developer is aware of the requirements of California Labor Code Section 1720, et seq., 1770, et. seq., and California Code of Regulations, Title 8, Section 1600, et seq., (“Prevailing Wage Laws”), EXHIBT 1
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which require the payment of prevailing wage rates and the performance of other requirements for work considered “public works” as that term is defined under Prevailing Wage Laws. Developer agrees that it shall comply with Prevailing Wage Laws and it is Developer’s sole responsibility to confirm whether Prevailing Wage Laws are applicable. City shall provide Developer with a copy of the prevailing rates of per diem wages in effect at the commencement of this Agreement upon request by the Developer. Developer agrees to hold the City harmless and to indemnify and defend the City, with legal counsel reasonably acceptable to City, from all claims arising from the potential application of Prevailing Wage Laws under this Agreement.

IN WITNESS WHEREOF, the parties hereto have executed this Agreement the day and the year first written above.

CITY OF VISALIA, San Joaquin Valley Homes, LLC,
A municipal corporation a California limited liability company

Leslie Caviglia Date
City Manager/City Clerk Date

ATTEST:

Deputy City Clerk Date

APPROVED AS TO FORM:

City Attorney Date

EXHIBT 1
Item
# Item Description Estimated
Quantity Unit Unit Price Total Price
Sanitary Sewer & Pavement Restoration
1 Mobilization 1.0 EA $ 68,000.00 $ 68,000.00 2 Furnish and install approx. 4,277 LF of 48" HDPE triple wall sanitary sewer trunk main on Shirk Street, with
sand bedding per the General Detail
4,277.0 LF $ 550.00 $ 2,352,350.00
3 Install all sanitary sewer manholes per the plans: 72" mainline SSMHs per City Std S-3, 72" drop manhole per
City Std S-4, one (1) 84" SSMH per Detail X-5 (Sheet
CD2), and 72" bypass manholes as shown

13.0 EA $ 29,000.00 $ 377,000.00
4 Provide a complete sewer bypass pumping system 1.0 LS $ 120,000.00 $ 120,000.00 5 Tie to the new Shirk trunk main into the existing 48" sanitary sewer in W. Walnut Ave and into the existing
stub south of the lift station; transfer the existing force main to the bypass MH at STA:16+15.96, 78.75' RT, per
Keynote 11

1.0 LS $ 35,000.00 $ 35,000.00
6 Jack and bore 50 LF of 72" steel casing (0.75" wall)
under the Persian Ditch culvert per Detail X-3

50.0 LF $ 5,000.00 $ 250,000.00
7 Decommission the existing lift station: remove pumps, plates, plugs, pipe and appurtenances; fill the lift station sump with concrete to create a level manhole base per
Sanitary Sewer Construction Note 4

1.0 LS $ 33,000.00 $ 33,000.00
8 Terminate the existing 6" PVC force main - (a) full
removal

1.0 LS $ 55,000.00 $ 55,000.00

8.1 Terminate the existing 6" PVC force main - abandon in place (cut and cap)

1.0 LS $ 2,000.00 $ 2,000.00
9 Install 4" sanitary sewer service laterals to property lines per Modified City Std S-15 with ADS Inserta Tee
per Detail X-3. Stub each lateral 5' from the right of way with marker, install location wire attached to the end of each lateral up to the green marker stake (per
Attachment 4 - SJVH Sewer Lateral Standard), and
maintain a maximum 5' installed end depth for
plumbers to connect to

7.0 EA $ 6,500.00 $ 45,500.00
10 Install 8" and 10" PVC SDR-35 sewer stubs and the
Tulare Ave and Parrish Ave side-street connections
(Sheets U6 and U&)

82.0 LF $ 375.00 $ 30,750.00
11 SCE pole stabilization/bracing per Utility Keynote 8 (Contractor's responsibility per the plans), and SoCal
Gas standby inspection per Special Note 2 (medium-
pressure gas main, west side of Shirk)

1.0 LS $ 65,000.00 $ 65,000.00
12 Demolition and pavement restoration: sawcut, grind,
and stockpile existing AC; place 3" HMA over 4"-6"
reclaimed grindings; install AC dike per Caltrans
Standard plan A87B; raise existing manhole castings,
valve boxes, and utility covers to finish grade; restore signing, striping, and pavement markings per Sheets S1- S3
119,000.0 SF $ 4.00 $ 476,000.00
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Item
# Item Description Estimated
Quantity Unit Unit Price Total Price
Sanitary Sewer & Pavement Restoration (Continued)
13 Traffic control plans, applications, and permits for the work zone (Owner to obtain encroachment/Caltrans
permits for full Shirk Street closure; additional traffic control via change order if needed)

1.0 LS $ 30,000.00 $ 30,000.00
14 Krazan Clovis Division to serve as soils compaction
agency - scheduling and coordination of testing needs

1.0 LS $ 1,500.00 $ 1,500.00
15 Submit all required stake requests to 4Creeks
Engineering with minimum 72-hour notice; schedule all
City of Visalia inspections required, including sewer
testing and video inspection

1.0 LS $ 32,000.00 $ 32,000.00
16 Site cleanup and organization of debris caused by
installation work; cleanup of any excess track-out;
SWPPP/DCP violations caused by the work are the sub-
contractor's responsibility

1.0 LS $ 35,000.00 $ 35,000.00
Construction Materials Testing & Inspection
17 Compaction Testing: Sewer 360.0 HR $ 140.00 $ 50,400.00 18 Compaction Testing: Street Subgrade 20.0 HR $ 140.00 $ 2,800.00 19 Compaction Testing: Street Aggregate 20.0 HR $ 140.00 $ 2,800.00 20 Maximum Density Curve 20.0 EA $ 240.00 $ 4,800.00 21 M.D. Checkpoint 20.0 EA $ 140.00 $ 2,800.00 22 Compaction of Asphalt Placement 60.0 HR $ 140.00 $ 8,400.00 23 Asphalt Batch Plant 20.0 HR $ 80.00 $ 1,600.00 24 Hveem Stability/Density 5.0 EA $ 385.00 $ 1,925.00 25 Asphalt Content 10.0 EA $ 225.00 $ 2,250.00 26 Theoretical Maximum Density 5.0 EA $ 365.00 $ 1,825.00 27 Sieve Analysis (AC) 10.0 EA $ 225.00 $ 2,250.00 28 Project Engineer/Manager Site Inspection 10.0 HR $ 155.00 $ 1,550.00 29 Report Preparation/Clerical 10.0 HR $ 85.00 $ 850.00 30 Engineering Review 5.0 HR $ 155.00 $ 775.00 31 Mileage/Trip Charge 70.0 TRIP $ 45.00 $ 3,150.00 32 Sample Pick Up 10.0 HR $ 80.00 $ 800.00 Construction Materials Testing & Inspection
33 Subdivision Construction Staking - Shirk Street Sewer & Pavement: re-establish horizontal & vertical control;
stake site features including Sanitary Sewer Staking (2 phases, Walnut Avenue to Highway 198) and Pavement
Staking (2 phases, Walnut Avenue to Highway 198);
proved point/cut sheets upon request

1.0 LS $ 19,500.00 $ 19,500.00
Project Management and Oversight
34 Project Management & Oversight 1.0 LS $ 61,748.62 $ 61,748.62 TOTAL $ 4,178,323.62

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[email protected] S. SANTA FE ST.VISALIA, CA93292 298.67C
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(E) 12'' W(E) 12'' W
(E) 8'' W
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1 INSTALL 250 LF OF 48" ∅SS PIPE @ S=0.0005 STA: 15+38.47, 0.00' TINSTALL SSMH INSTALL 461 LF OF 48" ∅ SS PIPE @ S=0.0005
±13.0'48'' SS 48'' SS 48'' SS 48'' SS 48'' SS 48'' SS 48'' SS 48'' SS 48'' SS 48'' SS 48'' SS 48'' SS 48'' SS 48'' SS 48'' SS 48'' SS 48'' ±20.0'R/W±15.0'298.67C
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PROPERTY LINE

PROPERTY LINE
EP 300.17STA: 17+00.00, 14.00' RT
EXIST. R/W
EXIST. R/W
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CR 299.94STA: 12+00.00, 0.00'CR 300.05STA: 13+00.00, 0.00' CR 300.15STA: 14+00.00, 0.00'CR 300.25STA: 15+00.00, 0.00'CR 300.35STA: 16+00.00, 0.00' CR 300.45STA: 17+00.00, 0.00'
CR 300.55STA: 18+00.00, 0.00' TCR 300.65STA: 19+00.00, 0.00' T CR 300.75STA: 20+00.00, 0.00' T

2.0% 2.0% 2.0% 2.0% 2.0%2.0% 2.0% 2.0% 2.0% 2.0%
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4799776E
2089006E 2089007E
4684144E8
8 8
8R55.0'
10 INV: 289.886 INV: 291.750
INV: 290.75INV: 287.761
INV: 290.463END 45° LEG, BEGIN 2.083% LEGSTA: 13+97.11, 10.33' RT END 45° LEG, BEGIN 2.083% LEGSTA: 15+44.09, 11.44' RT
END 45° LEG, BEGIN 2.083% LEGSTA: 16+24.09, 8.46' RT END 45° LEG, BEGIN 2.083% LEGSTA: 19+87.23, 10.92' RT END 45° LEG, BEGIN 2.083% LEGSTA: 11+96.76, 6.27' RT
R40.0'
4" SS LATERAL 4" SS LATERAL
4" SS LATERAL4" SS LATERAL
4" SS LATERAL
INV. 48" S 276.48INV. 48" N 276.48RIM: 300.03STA: 12+74.94, 0.00' TINSTALL SSMH INSTALL 264 LF OF 48" ∅ SS PIPE @ S=0.0005
1 1928 S. SHIRK ST. 1900 S. SHIRK ST. 1860 S. SHIRK ST. 1752 S. SHIRK ST. 1704 S. SHIRK ST. 11 EP (299.17)MATCH EXIST.STA: 10+25.47, 95.00' LT
EP (299.16)MATCH EXIST.STA: 10+25.40, 79.00' LT
SEE SHEET U6
299.50OG300.03EP
300.73CR
300.62EP 300.67EP300.73CR300.07EP299.47OG 299.71OG300.44EP300.81CR 300.59EP 300.51EP
300.34EP300.02OG
300.68CR
299.66OG300.18EP
300.72CR
300.48EP 300.38EP300.74CR300.33EP299.92OGBOL 299.66OG300.04EP 300.60CR
300.53EP 300.44EP300.76CR300.06EP299.63OG 299.91OG300.30EP 300.74CR
300.33EP 300.33EP300.82CR300.28EP300.28OGPP
300.15OGPP300.20OG300.33OG300.22OGPP300.02OG300.07OG300.59OGPPGUY300.40EP300.29EP300.27EP300.48EP300.50EP300.53EP300.35EP300.35EP300.58OG300.26C300.38C300.37C300.38C300.35C300.38C300.37C300.43C 300.49C 300.46C 300.32C 300.53OGPP

00.48 WVSPWVWV299.28OGTREE 18"299.52OGTREE 18"299.60OG299.69OGTREE 18"TREE 24"299.14OG299.98OGSPSPTREE 6"TREE 24"299.52OGTREE 24"299.50OGTREE 18"299.27OG300.37OGSPSPIGOTR R
299.55OGR299.25OG298.90OG298.65OGTREE 24"TREE 24"TREE 24"298.87OGTREE 18"TREE 18"TREE 18"TREE 24"98.76

8.90 298.88298.88298.95298.94G 99.07 299.12 299.05299.04G 299.19G 298.97G 299.00G 298.99G 298.89299.03G 298.97G 298.94G 298.92G 3 OG299 OG29 OG299 OG299. OG299.77OG299.83OG299.97OG300.0 OG 300.23OG

X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X

X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X 298.88OG298.96OG298.69OG298.84OG298.82OG
298.39OG
299.23OG
298.90OG
299.28OG299.34OG
(E) COMCAST-OH(E) COMCAST-OH(E) COMCAST-OH(E) COMCAST-OH(E) COMCAST-OH(E) COMCAST-OH(E) COMCAST-OH(E) COMCAST-OH(E) COMCAST-OH(E) COMCAST-OH(E) COMCAST-OH(E) COMCAST-OH(E) COMCAST-OH(E) COMCAST-OH(E) E-OH(E) E-OH(E) E-OH(E) E-OH(E) E-OH(E) E-OH(E) E-OH(E) E-OH(E) E-OH(E) E-OH(E) E-OH(E) E-OH(E) E-OH(E) E-OH(E) E-OH(E) E-OH(E) E-OH(E) E-OH (E) E-UG OH
(E) E-OH(E) GAS(E) 6'' SS(E) 6'' SS(E) 6'' SS(E) 6'' SS(E) 6'' SS(E) 6'' SS(E) 6'' SS(E) 6'' SS(E) 6'' SS(E) 6'' SS(E) 6'' SS(E) 6'' SS(E) 6'' SS(E) 6'' SS(E) 6'' SS(E) 6'' SS(E) 6'' SS(E) 6'' (E) 4'' GAS(E) 4'' GAS(E) 4'' GAS(E) 4'' GAS(E) 4'' GAS(E) 4'' GAS(E) 4'' GAS(E) 4'' GAS(E) 4'' GAS(E) 4'' GAS(E) 4'' GAS(E) 4'' GAS(E) 4'' GAS(E) 4'' GAS(E) 4'' GAS(E) 4'' GAS(E) 4 (E) AT&T UG(E) AT&T UG(E) AT&T UG(E) AT&T UG(E) AT&T UG(E) AT&T UG(E) AT&T UG(E) AT&T UG(E) AT&T UG(E) AT&T UG(E) AT&T UG(E) AT&T UG(E) AT&T UG(E) AT&T UG(E) AT&T UG(E) AT&T UG(E) AT STA: 20+38.47, 0.00' TINSTALL SSMHINSTALL 39 LF OF 48" ∅ SS PIPE @ S=0.0005INSTALL 500 LF OF 48" ∅ SS PIPE @ S=0.0005 SS 48'' SS 48'' SS 48'' SS 48'' SS 48'' SS 48'' SS 48'' SS 48'' SS 48'' SS 48'' SS 48'' SS 48'' SS 48'' SS 48'' SS 48'' SS 48'' SS 48'' SS 48'' 299.50OG300.03EP
300.73CR
300.62EP 300.67EP300.73CR300.07EP299.47OG 299.71OG300.44EP300.81CR 300.59EP 300.51EP
300.34EP300.02OG
300.68CR
299.66OG300.18EP
300.72CR
300.48EP 300.38EP300.74CR300.33EP299.92OGBOL 299.66OG300.04EP 300.60CR
300.53EP 300.44EP300.76CR300.06EP299.63OG 299.91OG300.30EP 300.74CR
300.33EP 300.33EP300.82CR300.28EP300.28OGPP
300.15OGPP300.20OG300.33OG300.22OGPP300.02OG300.07OG300.59OGPPGUY300.40EP300.29EP300.27EP300.48EP300.50EP300.53EP300.35EP300.35EP300.58OG300.26C300.38C300.37C300.38C300.35C300.38C300.37C300.43C 300.49C 300.46C 300.32C 300.53OGPP

8.90 298.88298.88298.95298.94G 99.07 299.12 299.05299.04G 299.19G 298.97G 299.00G 298.99G 298.89299.03G 298.97G 298.94G 298.92G 3 OG299 OG29 OG299 OG299. OG299.77OG299.83OG299.97OG300.0 OG 300.23OG

X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X

X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X 298.88OG298.96OG298.69OG298.84OG298.82OG
298.39OG
299.23OG
298.90OG
299.28OG299.34OG
(E) COMCAST-OH(E) COMCAST-OH(E) COMCAST-OH(E) COMCAST-OH(E) COMCAST-OH(E) COMCAST-OH(E) COMCAST-OH(E) COMCAST-OH(E) COMCAST-OH(E) COMCAST-OH(E) COMCAST-OH(E) COMCAST-OH(E) COMCAST-OH(E) COMCAST-OH(E) E-OH(E) E-OH(E) E-OH(E) E-OH(E) E-OH(E) E-OH(E) E-OH(E) E-OH(E) E-OH(E) E-OH(E) E-OH(E) E-OH(E) E-OH(E) E-OH(E) E-OH(E) E-OH(E) E-OH(E) E-OH (E) E-UG OH
(E) E-OH(E) GAS(E) 6'' SS(E) 6'' SS(E) 6'' SS(E) 6'' SS(E) 6'' SS(E) 6'' SS(E) 6'' SS(E) 6'' SS(E) 6'' SS(E) 6'' SS(E) 6'' SS(E) 6'' SS(E) 6'' SS(E) 6'' SS(E) 6'' SS(E) 6'' SS(E) 6'' SS(E) 6'' (E) 4'' GAS(E) 4'' GAS(E) 4'' GAS(E) 4'' GAS(E) 4'' GAS(E) 4'' GAS(E) 4'' GAS(E) 4'' GAS(E) 4'' GAS(E) 4'' GAS(E) 4'' GAS(E) 4'' GAS(E) 4'' GAS(E) 4'' GAS(E) 4'' GAS(E) 4'' GAS(E) 4 (E) AT&T UG(E) AT&T UG(E) AT&T UG(E) AT&T UG(E) AT&T UG(E) AT&T UG(E) AT&T UG(E) AT&T UG(E) AT&T UG(E) AT&T UG(E) AT&T UG(E) AT&T UG(E) AT&T UG(E) AT&T UG(E) AT&T UG(E) AT&T UG(E) AT +00 21+00 22+00 23+00 24+00 25+00 26+00 27+00 28+00 29+00 30+ ±13.4'
±15.0'
±19.1'R/W1 12
±43.0'R/W
±21.0' R/W
EP 300.47STA: 20+00.00, 14.00' LT EP 300.65STA: 30+00.00, 14.00' LT EP 300.57STA: 21+00.00, 14.00' LT
EP 300.57STA: 21+00.00, 14.00' RT
EP 300.67STA: 22+00.00, 14.00' LT
STA: 22+00.00, 14.00' RT
EP 300.77STA: 23+00.00, 14.00' LT
EP 300.77STA: 23+00.00, 14.00' RT
EP 300.68STA: 24+00.00, 14.00' LT
EP 300.68STA: 24+00.00, 14.00' RT
EP 300.55STA: 25+00.00, 14.00' LT
EP 300.55STA: 25+00.00, 14.00' RT
EP 300.41STA: 26+00.00, 14.00' LTEP 300.35STA: 27+00.00, 14.00' LTEP 300.45STA: 28+00.00, 14.00' LT

ERTY LINE

ERTY LINE
ERTY LINESTA: 20+00.00, 0.00'

2.0% 2.0% 2.0% 2.0%2.0% 2.0%
EXIST. R/W
EXIST. R/W
CR 300.85STA: 21+00.00, 0.00'
CR 300.95STA: 22+00.00, 0.00'
CR 300.96STA: 24+00.00, 0.00'CR 300.83STA: 25+00.00, 0.00'CR 300.69STA: 26+00.00, 0.00'CR 300.63STA: 27+00.00, 0.00'CR 300.73STA: 28+00.00, 0.00'CR 300.83STA: 29+00.00, 0.00' STA: 30+00.00, 0.00' T

2.0%

ELLIOTT SUBDIVISION
EXIST. R/W
STA: 25+38.44, 0.00' TINSTALL SSMH
INSTALL 461 LF OF 48" ∅ SS PIPE @ S=0.0005
2089009E
2089010E 678824E
678825E8
8 8
8 ELLIOTT SUBDIVISION
36'' SDINV: 292.513END 45° LEG, BEGIN 2.083% LEGSTA: 20+15.23, 13.25' RT EP 300.45STA: 28+00.00, 14.00' RTEP 300.55STA: 29+00.00, 14.00' RTEP 300.35STA: 27+00.00, 14.00' RT END 45° LEG, BEGIN 2.083% LEGSTA: 23+03.19, 2.90' RT4" SS LATERAL HIRK ST.

CR 301.05STA: 23+00.00, 0.00'
EP 300.41STA: 26+00.00, 14.00' RT
VP299.00OG
TREE 36"TREE 24"TREE 24"299.79OG300.49OG300.36EP
300.91CR
300.40EP PP 299.97EP300.71CR300.14EP
300.16EP301.22CR300.96EP 300.78EP
300.37EP299.93OG300.79CR300.39EP 300.16OG
300.87CR
299.62OG
300.45EP
300.82CR 300.27EP300.77CR300.50EP 300.40OG
300.04OG299.18OG299.20OGPPTREE 24"TREE 24"299.11OGTREETREETREE299.51OGTREE299.40OG299.59OG 300.72EP 300.60EP 300.84EP
V
299.42OG300.15OG300.41EP300.84CR300.50EP300.16OG 300.58EP PP300.61OGPP300.44OG
299.94OG300.57EP300.92CR300.85EP300.40OG 301.21HP300.42OG300.71EP300.98CR300.71EP 299.86OG 299.82OG299.92OG300.52EP301.10CR
300.27OG301.14HP 300.48OG
301.39CR
300.89EP300.21OG299.85OG 299.78OG299.86OG300.64EP301.32CR301.04EP300.92OG301.57HP 301.29HP300.84OG301.11EP301.58CR 300.95EP
299.79OG
H
299.70OG299.63OG299.49OG299 OG29 OG2 OG2 OG
298.85OG

O O O O
EE 36"REE 8"TREE 8"TREE 8"TREE 8"TREETREE 6"TREE 10"TREE 24"TREE 24" HP301.24HP301.58HP301.12HP300.86HP300.96HP299.74HPSPVP300.43HP300.80HP 300.83HPX X X X X X X

XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX
299.23OG 298.99OG
(E) COMCAST-OH(E) COMCAST-OH(E) COMCAST-OH(E) COMCAST-OH(E) COMCAST-OH(E) COMCAST-OH(E) COMCAST-OH(E) COMCAST-OH(E) COMCAST-OH(E) COMCAST-OH(E) COMCAST-OH(E) COMCAST-OH(E) COMCAST-OH(E) COMCAST-OH(E) E-OH(E) E-OH(E) E-OH(E) E-OH(E) E-OH(E) E-OH(E) E-OH(E) E-OH(E) E-OH(E) E-OH(E) E-OH(E) E-OH(E) E-OH(E) E-OH(E) E-OH(E) E-OH(E) E-OH(E) E-OH SS (E) 6'' SS(E) 6'' SS(E) 6'' SS(E) 6'' SS(E) 6'' SS(E) 6'' SS(E) 6'' SS(E) 6'' SS(E) 6'' SS(E) 6'' SS(E) 6'' SS(E) 6'' SS(E) 6'' SS(E) 6'' SS(E) 6'' SS(E) 6'' SS(E) 6'' SS (E) 4'' GAS(E) 4'' GAS(E) 4'' GAS(E) 4'' GAS(E) 4'' GAS(E) 4'' GAS(E) 4'' GAS(E) 4'' GAS(E) 4'' GAS(E) 4'' GAS(E) 4'' GAS(E) 4'' GAS(E) 4'' GAS(E) 4'' GAS( (E) AT&T UG(E) AT&T UG(E) AT&T UG(E) AT&T UG(E) AT&T UG(E) AT&T UG(E) AT&T UG(E) AT&T UG(E) AT&T UG(E) AT&T UG(E) AT&T UG(E) AT&T UG(E) AT&T UG(E) AT&T UG4'' GAS (E) 4'' GAST&T UG (E) AT&T UG 296.86TOE296.76TOE297.36TOE297.23TOE296.75TOE296.91TOE296.84TOE296.98TOE297.24TOE297.29TOE296.93TOE297.26TOE STA: 30+38.42, 0.00' TINSTALL SSMH
STA: 36+31.34, 0.00' TINSTALL SSMH INSTALL 368 LF OF 48" ∅SS PIPE @ S=0.0005 SS 48'' SS 48'' SS 48'' SS 48'' SS 48'' SS 48'' SS 48'' SS 48'' SS 48'' SS 48'' SS 48'' SS 48'' SS 48'' SS 48'' SS 48'' SS 48'' SS 48'' SS 48'' SS VP299.00OG
TREE 36"TREE 24"TREE 24"299.79OG300.49OG300.36EP
300.91CR
300.40EP PP 299.97EP300.71CR300.14EP
300.16EP301.22CR300.96EP 300.78EP
300.37EP299.93OG300.79CR300.39EP 300.16OG
300.87CR
299.62OG
300.45EP
300.82CR 300.27EP300.77CR300.50EP 300.40OG
300.04OG299.18OG299.20OGPPTREE 24"TREE 24"299.11OGTREETREETREE299.51OGTREE299.40OG299.59OG 300.72EP 300.60EP 300.84EP
V
299.42OG300.15OG300.41EP300.84CR300.50EP300.16OG 300.58EP PP300.61OGPP300.44OG
299.94OG300.57EP300.92CR300.85EP300.40OG 301.21HP300.42OG300.71EP300.98CR300.71EP 299.86OG 299.82OG299.92OG300.52EP301.10CR
300.27OG301.14HP 300.48OG
301.39CR
300.89EP300.21OG299.85OG 299.78OG299.86OG300.64EP301.32CR301.04EP300.92OG301.57HP 301.29HP300.84OG301.11EP301.58CR 300.95EP
299.79OG
H
299.70OG299.63OG299.49OG299 OG29 OG2 OG2 OG
298.85OG

O O O O
EE 36"REE 8"TREE 8"TREE 8"TREE 8"TREETREE 6"TREE 10"TREE 24"TREE 24" HP301.24HP301.58HP301.12HP300.86HP300.96HP299.74HPSPVP300.43HP300.80HP 300.83HPX X X X X X X

XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX
299.23OG 298.99OG
(E) COMCAST-OH(E) COMCAST-OH(E) COMCAST-OH(E) COMCAST-OH(E) COMCAST-OH(E) COMCAST-OH(E) COMCAST-OH(E) COMCAST-OH(E) COMCAST-OH(E) COMCAST-OH(E) COMCAST-OH(E) COMCAST-OH(E) COMCAST-OH(E) COMCAST-OH(E) E-OH(E) E-OH(E) E-OH(E) E-OH(E) E-OH(E) E-OH(E) E-OH(E) E-OH(E) E-OH(E) E-OH(E) E-OH(E) E-OH(E) E-OH(E) E-OH(E) E-OH(E) E-OH(E) E-OH(E) E-OH SS (E) 6'' SS(E) 6'' SS(E) 6'' SS(E) 6'' SS(E) 6'' SS(E) 6'' SS(E) 6'' SS(E) 6'' SS(E) 6'' SS(E) 6'' SS(E) 6'' SS(E) 6'' SS(E) 6'' SS(E) 6'' SS(E) 6'' SS(E) 6'' SS(E) 6'' SS (E) 4'' GAS(E) 4'' GAS(E) 4'' GAS(E) 4'' GAS(E) 4'' GAS(E) 4'' GAS(E) 4'' GAS(E) 4'' GAS(E) 4'' GAS(E) 4'' GAS(E) 4'' GAS(E) 4'' GAS(E) 4'' GAS(E) 4'' GAS( (E) AT&T UG(E) AT&T UG(E) AT&T UG(E) AT&T UG(E) AT&T UG(E) AT&T UG(E) AT&T UG(E) AT&T UG(E) AT&T UG(E) AT&T UG(E) AT&T UG(E) AT&T UG(E) AT&T UG(E) AT&T UG4'' GAS (E) 4'' GAST&T UG (E) AT&T UG 296.86TOE296.76TOE297.36TOE297.23TOE296.75TOE296.91TOE296.84TOE296.98TOE297.24TOE297.29TOE296.93TOE297.26TOE +00 31+00 32+00 33+00 34+00 35+00 36+00 37+00 38+00 39+00 40+ ±12.5'±20.0'R/W
5 1
±15.0'
±20.0' R/W
INSTALL 42 LF OF 10" ∅ SS PIPE @ S=0.0078
EP 300.65 EP 301.14STA: 40+00.00, 14.00' LT
EP 301.09STA: 40+00.00, 14.00' RT
EP 300.69STA: 31+00.00, 14.00' LT
EP 300.69STA: 31+00.00, 14.00' RT
EP 300.59STA: 32+00.00, 14.00' LT
EP 300.49STA: 33+00.00, 14.00' LT
EP 300.39STA: 34+00.00, 14.00' LTEP 300.35STA: 35+00.00, 14.00' LTEP 300.32STA: 36+00.00, 14.00' LTEP 300.45STA: 37+00.00, 14.00' LTEP 300.68 EP 300.91STA: 39+00.00, 14.00' LT EP 300.70STA: 38+80.10, 14.00' RT

ERTY LINE

2.0% 1.9% 2.5% 2.0%
TC 300.67P 300.17STA: 36+55.88, 18.41' RTEND AC DIKE
CR 300.97STA: 31+00.00, 0.00'CR 300.87STA: 32+00.00, 0.00'CR 300.77STA: 33+00.00, 0.00' CR 300.63STA: 35+00.00, 0.00'
CR 300.60STA: 36+00.00, 0.00' T CR 300.73STA: 37+00.00, 0.00'

ELLIOTT SUBDIVISION
EXIST. R/W
EXIST. R/W
EXIST. R/W

SECTION LIN
CR 301.42STA: 40+00.00, 0.00' T

2.0% 2.0%
INSTALL 39 LF OF 48" ∅ SS PIPE @ S=0.0005
STA: 35+00.00, 15.00' RTEP (300.31)MATCH EXIST.STA: 36+00.00, 15.00' RT CR 300.96STA: 38+00.00, 0.00' T CR 301.19STA: 39+00.00, 0.00'
EP 300.77STA: 39+00.00, 14.00' RT
EP 300.68STA: 38+41.95, 14.70' RTAP
2089011E
2089012E 2089013E
4845291E
8 8
8 8
EP 300.38STA: 34+07.10, 14.00' RT
W
8'' SS
36'' SD10'' SS
PHASE 1PHASE 2
EP (300.22)MATCH EXIST.STA: 34+24.63, 15.00' RTEP 300.49STA: 33+00.00, 14.00' RTEP 300.59STA: 32+00.00, 14.00' RT INV. 8" W 287.00RIM: 287.72REMOVE EXIST. SS STUB & TIE-IN TO EXIST. SS MAININV. 8" E (287.00) INSTALL 42 LF OF 8" ∅SS PIPE @ S=0.0033
SHEET 1 OF 2
EXHIBIT 2

SEWER IMPROVEMENTSSHIRK STREET SANITARY
JOB NO.:

DATE:

CP0567
05/08/2026
THESE DRAWINGS ARE INSTRUMENTS OFSERVICE AND ARE THE PROPERTY OF4CREEKS. THE DESIGN AND INFORMATIONREPRESENTED ON THESE DRAWINGS AREEXCLUSIVELY FOR THE PROJECT INDICATEDAND SHALL NOT BE TRANSFERRED OROTHERWISE REPRODUCED WITHOUT EXPRESSWRITTEN PERMISSION FROM 4CREEKS.

DATE DESCRIPTIONBY
8 299. 29 2 CDT ' G
8 299. 29 2 CDT ' G
) E-UG
[email protected] S. SANTA FE ST.VISALIA, CA93292 20 301.11EP
301.29EP 301.27EP
301.18EP 301.02EPTREE 50"
301.18EP
PP 300.87EP 300.89EP WV301.24EP 301.96EP
CBOX

PPSPIGOTEBOLBOLVPGUYVPE
300.83OG300.80OG
300.44OG300.43OG300.36OG300.31OG300.42OG300.37OG300.44OG300.44OG300.38OG300.43OG300.42OG300.49OG 300.40G 300.42OG 300.49OG 300.38OG 300.46OG 300.44OG 300.47OG 300.49OG 300.45OG 300.49OG 300.59OG

1.56 .78
76 299.60OG
299.80OG 299.82OG299.59OG RVP
300.72EP300.62EP300.87EP
R
301.26EP 301.63EP CBOXLTE302.34EP302.15OG 302.87EP302.71OG 302.83EP302.67OG302.44HP299.43TOE 242.4102.58302.7282.88 305.02TC T 3 POG
304.42HP
LT TC30 P305.30P305.35P304.25P304.26CR
303.66P
304.01P303.38P303.08P 304.14CR 305.07CR304.90P 305.42P
304.20P
304.24CR304.26P303.41P302.75P
303.93P304.10TC303.94OG303.76C303.82C303.79C303.79C303.64OG O O T
(E) 2'' GAS(E) 6'' SS(E) 6'' SS
297.82FL PIPE(E) 48'' SS

MCAST-OH(E) COMCAST-OH(E) COMCAST-OH(E) COMCAST-OH(E) COMCAST-OH (E) E-OH(E) E-OH(E) E-OH(E) E-OH(E) E-OH(E) E-OH
(E) AT&T UG
(E) AT&T UG
(E) GAS
(E) 4'' GAS(E) 4'' GAS(E) 4'' GAS(E) 4'' GAS(E) 4'' GAS(E) 4'' GAS(E) 4'' GAS(E) AT&T UG(E) AT&T UG(E) AT&T UG(E) AT&T UG(E) AT&T UG(E) AT&T UG(E) AT&T UG (E) 48'' SS
(E) 48'' SS
SSMHRIM 302.59SSMHRIM 302.22(E) 6'' SS(E) 6'' SS(E) 6'' SS INSTALL 108 LF OF 48" ∅ SS PIPE @ S=0.0005
STA: 51+07.87, 0.00' TINSTALL 11.25° ELBOWTHROUGH SSMH 48'' SS 48'' SS 48'' SS 48'' SS 48'' SS
20 301.11EP
301.29EP 301.27EP
301.18EP 301.02EPTREE 50"
301.18EP
PP 300.87EP 300.89EP WV301.24EP 301.96EP
CBOX

MCAST-OH(E) COMCAST-OH(E) COMCAST-OH(E) COMCAST-OH(E) COMCAST-OH (E) E-OH(E) E-OH(E) E-OH(E) E-OH(E) E-OH(E) E-OH
(E) AT&T UG
(E) AT&T UG
(E) GAS
(E) 4'' GAS(E) 4'' GAS(E) 4'' GAS(E) 4'' GAS(E) 4'' GAS(E) 4'' GAS(E) 4'' GAS(E) AT&T UG(E) AT&T UG(E) AT&T UG(E) AT&T UG(E) AT&T UG(E) AT&T UG(E) AT&T UG (E) 48'' SS
(E) 48'' SS
SSMHRIM 302.59SSMHRIM 302.22(E) 6'' SS(E) 6'' SS(E) 6'' SS+00 51+00 52+00 53+00 54+00 55+ ±18.0'R/W
INV. 48" N 278.75INV. 48" S 278.65
STA: 53+00.86, 38.39' RTREMOVE EXIST. SS STUB &TIE-IN TO EXIST. SS PIPEINV. 48" N (278.75) ±22.0' R/W
EP 301.18STA: 50+00.00, 14.00' RT
EP 301.07STA: 51+00.00, 14.00' LT
EP (300.68)MATCH EXIST.STA: 51+85.49, 22.13' LT
EP 300.87STA: 51+87.39, 20.38' RT

14.3'

2.0% 2.1% 1.5%2.8%2.0%
CR 301.46STA: 50+00.00, 0.00'
EP (302.21)STA: 53+39.62, 32.19' RT
CR (301.09)MATCH EXIST.STA: 52+48.27, 0.00' T
CR 301.35STA: 51+00.00, 0.00'
EP 301.00STA: 51+39.63, 14.00' LT
6 4141016E
4141017E
8 8

13.1'

SEE DETAIL A-A THIS SHEET
1 10
9 INSTALL 197 LF OF 48" ∅ SS PIPE @ S=0.0014
301.31EP 301.55EP 301.31EP 301.32EP 301.23EP 301.16EP 301.20EP 301.21EP 301.28EP 301.28EP 301.41EP 301.39EP 301.43EP 301.23EP 301.20EP 3 OG
TREE 55"300.94HP
TREE 30"

GUYPPIW
RRSPSP
301.35EPPP301.07OG301.16EP301.58CR301.13EP300.75OG301.11HP 300.58HP301.06HP 300.60OG
300.69OG
O O
301.58HP301.53HP
HP
301.31EP PP PP300.90OG PP301.25OG 301.5 EP
TREE 2"TREE 2"WMTREE 2"TREE 2"
300.78OG301.20EP301.76CR
300.36OG
300.31OG300.46OG
300.46OG301.41EP301.90CR301.87CR301.44EP300.69OG
300.40OG300.56OG
300.91OG301.32EP301.91CR301.92CR
301.45EP300.77OG
300.48OG300.61OG
300.39OG301.49EP301.90CR
300.78OG301.47EP301.83CR
300.63OG300.43OG
300.66OG301.49EP301.90CR301.88CR301.39EP300.50OG
300.43OG300.44OG
300.56OG301.31EP301.81CR
301.23EP301.79CR
300.41OG300.57OG
301.01OG301.34EP301.81CR301.87CR301.34EP301.18OG
300.43OG300.62OG
301.44EP301.87CR
299.99OGOAKTREE 6"VP299.72OG
RVP300.16OGR 299.75OG 299.94OG299.56OG 299.76OG300.04OG 299.87OG299.58OG 299.54OG299.98OGVP 299.67OG299.94OG 299.95OG299.76OG 300.08OG299.75OG 299.74OG300.01OG 299.91OG299.80OG 299.77OG 299.87OG 299.92OG299.76OGTREE 24"TREE 24"301.38HP300.94HP (E) COMCAST-OH(E) COMCAST-OH(E) COMCAST-OH(E) COMCAST-OH(E) COMCAST-OH(E) COMCAST-OH(E) COMCAST-OH(E) COMCAST-OH(E) COMCAST-OH(E) COMCAST-OH(E) COMCAST-OH(E) COMCAST-OH(E) COMCAST-OH(E) COM (E) E-OH(E) E-OH(E) E-OH(E) E-OH(E) E-OH(E) E-OH(E) E-OH(E) E-OH(E) E-OH(E) E-OH(E) E-OH(E) E-OH(E) E-OH(E) E-OH(E) E-OH(E) E-OH(E) E-OH(E) E-OH (E) 4'' GAS(E) 4'' GAS(E) 4'' GAS(E) 4'' GAS(E) 4'' GAS(E) 4'' GAS(E) 4'' GAS(E) 4'' GAS(E) 4'' GAS(E) 4'' GAS(E) 4'' GAS(E) 4'' GAS(E) 4'' GAS(E) 4'' GAS(E) 4'' GAS(E) 4'' GAS(E) 4'' GAS(E) AT&T UG(E) AT&T UG(E) AT&T UG(E) AT&T UG(E) AT&T UG(E) AT&T UG(E) AT&T UG(E) AT&T UG(E) AT&T UG(E) AT&T UG(E) AT&T UG(E) AT&T UG(E) AT&T UG(E) AT&T UG(E) AT&T UG(E) AT&T UG296.04C296.10C 295. TOE
296.31TOE296.74TOE
297.63TOE296.96TOE297.04TOE296.89TOE297.35TOE297.27TOE296.97TOE296.74TOE (E) 6'' SS(E) 6'' SS(E) 6'' SS(E) 6'' SS(E) 6'' SS(E) 6'' SS(E) 6'' SS(E) 6'' SS(E) 6'' SS(E) 6'' SS(E) 6'' SS(E) 6'' SS(E) 6'' SS(E) 6'' SS(E) 6'' SS(E) 6'' SS(E) 6'' SS 1 INSTALL 530 LF OF 48" ∅ SS PIPE @ S=0.0005 INSTALL SSMH 48'' SS 48'' SS 48'' SS 48'' SS 48'' SS 48'' SS 48'' SS 48'' SS 48'' SS 48'' SS 48'' SS 48'' SS 48'' SS 48'' SS 48'' SS 48'' SS 48'' SS 48'' SS301.31EP 301.55EP 301.31EP 301.32EP 301.23EP 301.16EP 301.20EP 301.21EP 301.28EP 301.28EP 301.41EP 301.39EP 301.43EP 301.23EP 301.20EP 3 OG
TREE 55"300.94HP
TREE 30"

GUYPPIW
RRSPSP
301.35EPPP301.07OG301.16EP301.58CR301.13EP300.75OG301.11HP 300.58HP301.06HP 300.60OG
300.69OG
O O
301.58HP301.53HP
HP
301.31EP PP PP300.90OG PP301.25OG 301.5 EP
TREE 2"TREE 2"WMTREE 2"TREE 2"
300.78OG301.20EP301.76CR
300.36OG
300.31OG300.46OG
300.46OG301.41EP301.90CR301.87CR301.44EP300.69OG
300.40OG300.56OG
300.91OG301.32EP301.91CR301.92CR
301.45EP300.77OG
300.48OG300.61OG
300.39OG301.49EP301.90CR
300.78OG301.47EP301.83CR
300.63OG300.43OG
300.66OG301.49EP301.90CR301.88CR301.39EP300.50OG
300.43OG300.44OG
300.56OG301.31EP301.81CR
301.23EP301.79CR
300.41OG300.57OG
301.01OG301.34EP301.81CR301.87CR301.34EP301.18OG
300.43OG300.62OG
301.44EP301.87CR
299.99OGOAKTREE 6"VP299.72OG
RVP300.16OGR 299.75OG 299.94OG299.56OG 299.76OG300.04OG 299.87OG299.58OG 299.54OG299.98OGVP 299.67OG299.94OG 299.95OG299.76OG 300.08OG299.75OG 299.74OG300.01OG 299.91OG299.80OG 299.77OG 299.87OG 299.92OG299.76OGTREE 24"TREE 24"301.38HP300.94HP (E) COMCAST-OH(E) COMCAST-OH(E) COMCAST-OH(E) COMCAST-OH(E) COMCAST-OH(E) COMCAST-OH(E) COMCAST-OH(E) COMCAST-OH(E) COMCAST-OH(E) COMCAST-OH(E) COMCAST-OH(E) COMCAST-OH(E) COMCAST-OH(E) COM (E) E-OH(E) E-OH(E) E-OH(E) E-OH(E) E-OH(E) E-OH(E) E-OH(E) E-OH(E) E-OH(E) E-OH(E) E-OH(E) E-OH(E) E-OH(E) E-OH(E) E-OH(E) E-OH(E) E-OH(E) E-OH (E) 4'' GAS(E) 4'' GAS(E) 4'' GAS(E) 4'' GAS(E) 4'' GAS(E) 4'' GAS(E) 4'' GAS(E) 4'' GAS(E) 4'' GAS(E) 4'' GAS(E) 4'' GAS(E) 4'' GAS(E) 4'' GAS(E) 4'' GAS(E) 4'' GAS(E) 4'' GAS(E) 4'' GAS(E) AT&T UG(E) AT&T UG(E) AT&T UG(E) AT&T UG(E) AT&T UG(E) AT&T UG(E) AT&T UG(E) AT&T UG(E) AT&T UG(E) AT&T UG(E) AT&T UG(E) AT&T UG(E) AT&T UG(E) AT&T UG(E) AT&T UG(E) AT&T UG296.04C296.10C 295. TOE
296.31TOE296.74TOE
297.63TOE296.96TOE297.04TOE296.89TOE297.35TOE297.27TOE296.97TOE296.74TOE (E) 6'' SS(E) 6'' SS(E) 6'' SS(E) 6'' SS(E) 6'' SS(E) 6'' SS(E) 6'' SS(E) 6'' SS(E) 6'' SS(E) 6'' SS(E) 6'' SS(E) 6'' SS(E) 6'' SS(E) 6'' SS(E) 6'' SS(E) 6'' SS(E) 6'' SS+00 41+00 42+00 43+00 44+00 45+00 46+00 47+00 48+00 49+00 50+ ±18.5'
±15.0'±20.0'R/W
±20.0'R/W
EP 301.14STA: 40+00.00, 14.00' LT
EP 301.09STA: 40+00.00, 14.00' RT
EP 301.18STA: 50+00.00, 14.00' LT
STA: 50+00.00, 14.00' RT
EP 301.29STA: 42+00.00, 14.00' LT
STA: 42+00.00, 14.00' RT
EP 301.30STA: 43+00.00, 14.00' LT
STA: 43+00.00, 14.00' RT
EP 301.32STA: 44+00.00, 14.00' LT
STA: 44+00.00, 14.00' RT
EP 301.34
STA: 45+00.00, 14.00' RT
EP 301.36STA: 46+00.00, 14.00' LTEP 301.38STA: 47+00.00, 14.00' LT EP 301.38STA: 47+00.00, 14.00' RT
EP 301.40STA: 48+00.00, 14.00' LT
EP 301.40STA: 48+00.00, 14.00' RT
EP 301.29

2.0% 2.0%

2.0% 2.0%2.0% 2.0%
CR 301.42STA: 40+00.00, 0.00' CR 301.46STA: 50+00.00, 0.00' T EXIST. R/W
EXIST. R/W
CR 301.56STA: 41+00.00, 0.00' TCR 301.57STA: 42+00.00, 0.00'CR 301.58STA: 43+00.00, 0.00'CR 301.60STA: 44+00.00, 0.00'CR 301.62STA: 45+00.00, 0.00'CR 301.64STA: 46+00.00, 0.00' T CR 301.66STA: 47+00.00, 0.00'CR 301.68STA: 48+00.00, 0.00' STA: 41+31.34, 0.00' TINSTALL SSMH
PERSIAN DITCH678829E 678830E 678831E 4194214E8 8 88
END 66" STEEL CASINGSTA: 41+13.77, 0.00' T
40'x12' JACKING PIT
SHEET 1 OF 2
EXHIBIT 2

SEWER IMPROVEMENTSSHIRK STREET SANITARY
JOB NO.:

DATE:

DATE DESCRIPTIONBY
8 299. 29 2 CDT ' G

Visalia City CouncilMay 18, 2026

Visalia City Council
May 18, 2026