Fowler City Council
March 3, 2026

CITY COUNCIL MEETING
TUESDAY, MARCH 03, 2026 at 6:00 PM
CITY COUNCIL CHAMBER – 128 SOUTH 5TH STREET, FOWLER, CA 93625 AGENDA
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Telephone Number: (253) 215-8782
Meeting ID: 878 8533 7886
Passcode: 621015
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Any writing or document that is a public record and provided to a majority of the City Council regarding an open session item on the agenda will be made available for public inspection at City Hall, in the City Clerk's office, during normal business hours. In addition, such writings and documents may be posted on the City's website at https://fowlercity.org. 1 Resolutions and Ordinances - With respect to the approval of resolutions and ordinances, the reading of the title thereto shall be deemed a motion to waive a reading of the complete resolution or ordinance and unless there is a request by a Councilmember that the resolution or ordinance be read in full, further reading of the resolution or ordinance shall be deemed waived by unanimous consent of the Council.

1. MEETING CALLED TO ORDER

2. ROLL CALL

3. APPROVAL OF AGENDA

4. INVOCATION BY PASTOR RAUL MORENO OF FOWLER BAPTIST CHURCH

5. PLEDGE OF ALLEGIANCE

6. PUBLIC COMMENT
This portion of the meeting is reserved for persons desiring to address the Council on any matter not described on this agenda. Presentations are limited to 3 minutes per person and no more than 15 minutes per topic.

7. CONSENT CALENDAR
Items on the Consent Calendar are considered routine and include a recommended action from Staff and shall be acted on by one motion of the Council. If a Councilmember requests additional information or would like to pull an item for discussion, that item shall be pulled from the Consent Calendar and acted upon separately. A Councilmember may register an action on an individual item without pulling the item from the Consent Calendar. A motion to approve the Consent Calendar is deemed to include a motion to waive the full reading of any ordinance or resolution on the Consent Calendar. For adoption of ordinances, only those which received a unanimous vote of the Councilmembers present at introduction shall be eligible for placement on the Consent Calendar.
7A RATIFY Pay Warrants for March 3, 2026
7B APPROVE Minutes of the February 17, 2026 City Council Meeting 7C CONSIDERATION of the appointment of an Assistant City Manager and the conversion of the part-time Code Enforcement Assistant position to a full-time Code Enforcement Officer I.
i. CONSIDER Resolution No. 2827, approving the number of full-time positions and certain temporary/ part-time positions authorized in the City for Fiscal Year 2025/2026. Staff Recommendation: Approve Resolution No. 2827.

8. CONTESTED CONSENT CALENDAR
Items pulled from the Consent Calendar will be heard individually immediately after action is taken on the Consent Calendar.
2 9. GENERAL ADMINISTRATION
City Clerk
A PRESENTATION - City Communications update
City Manager
B CONSIDERATION: Second Reading of Ordinance No. 2026-02 to amend Title 2, Administration Chapter 1, City Council, Article 2, Salaries, of the Fowler Municipal Code. Staff Recommendation: It is recommended the City Council conduct the second reading, by title only, of Ordinance amending provisions of Title 2, Administration Chapter 1, City Council, Article 2, Salaries, of the Fowler Municipal Code, open the public hearing, allow for public testimony, close the public hearing, and approve the Ordinance.

Planning
C CONSIDERATION: Introduction of Ordinance No. 2026-03 to amend Title 5 (Public Welfare), Chapter 2 (Advertising Matter) of the Fowler Municipal Code. Staff Recommendation: It is recommended the City Council introduce, to be read by title only, an Ordinance amending the provisions of Title 5 (Public Welfare), Chapter 2 (Advertising Matter), of the Fowler Municipal Code, open the public hearing, allow for public testimony, close the public hearing, waive the first reading of the Ordinance by title only, and approve the introduction of the Ordinance.

Public Works
D Actions Pertaining to the Fresno Reconstruction Project:
i. CONSIDER adoption of a Notice of Exemption finding the Fresno Reconstruction Project to be categorically exempt pursuant to CEQA guidelines section 15301(c). Staff Recommendation: Adopt the Notice of Exemption. ii. CONSIDER awarding the Fresno Street Reconstruction to Don Berry Construction, Inc in the amount of $1,032,052.57. Staff Recommendation:

Authorize City Manager to Execute the Agreement.
iii. CONSIDER authorizing a 10% contingency in the amount of $103,205.26 to address any unforeseen conditions encountered during construction.

10. STAFF COMMUNICATIONS

11. COUNCILMEMBER REPORTS AND COMMENTS

12. CLOSED SESSION
Pursuant to Government Code Section 54957(a)
Threat to public services or facilities
Consultation with: Michael Reid, City Manager
3 13. RECONVENE INTO OPEN SESSION AND REPORT ACTION

14. ADJOURN
Next Ordinance No. 2026-04
Next Resolution No. 2828
CERTIFICATION: I, Angela Vasquez, City Clerk of the City of Fowler, California, hereby certify that the foregoing agenda was posted for public review on Thursday, February 26, 2026.

Angela Vasquez, CPMC
City Clerk
4 CHECK NUMBERS CHECK DATES AMOUNT

ACCOUNTS PAYABLE CHECKS
Regular checks 46125-46179 February 11- February 19 $ 680,547.08 TOTAL ACCOUNTS PAYABLE CHECKS $ 680,547.08

PAYROLL COSTS
First February Bi-Weekly Payroll $ 140,079.32
Second February Bi-Weekly Payroll $ 157,906.10
TOTAL PAYROLL COSTS $ 297,985.42
TOTAL CASH DISBURSEMENTS $ 978,532.50
NOTE:

CITY OF FOWLER

WARRANTS LIST
March 3,2026
5 Section 7, Item 7A
SUPERION PAGE NUMBER: 1
DATE: 02/12/2026 CITY OF FOWLER ACCTPA21
TIME: 17:03:35 CHECK REGISTER - DISBURSEMENT FUND
SELECTION CRITERIA: transact.ck_date='20260211 00:00:00.000' ACCOUNTING PERIOD: 8/26
FUND - 100 - GENERAL FUND

CASH ACCT CHECK NO ISSUE DT VENDOR NAME DEPT -----DESCRIPTION------ SALES TAX AMOUNT 1001 46125 02/11/26 11689 A & C TIRE SERVICE 6200 CRANE TRK STREET 0.00 69.00 1001 46125 02/11/26 11689 A & C TIRE SERVICE 5000 TIRES-WATER 0.00 461.23 TOTAL CHECK 0.00 530.23
1001 46126 02/11/26 15057 A&C TIRE SERVICE 6120 OIL CHANGE 0.00 80.00 1001 46126 02/11/26 15057 A&C TIRE SERVICE 6120 OIL CHANGE , WIPERS 0.00 104.00 TOTAL CHECK 0.00 184.00
1001 46127 02/11/26 14519 AMAZON CAPITAL SERVICES 6120 SUPPLIES 0.00 132.65 1001 46127 02/11/26 14519 AMAZON CAPITAL SERVICES 6120 CHIEFS SUPPLIES 0.00 161.19 1001 46127 02/11/26 14519 AMAZON CAPITAL SERVICES 5000 TRAINING WATER 0.00 96.99 1001 46127 02/11/26 14519 AMAZON CAPITAL SERVICES 6120 OFFICE SUPPLIES 0.00 204.14 1001 46127 02/11/26 14519 AMAZON CAPITAL SERVICES 6120 CHIEFS SUPPLIES 0.00 35.94 1001 46127 02/11/26 14519 AMAZON CAPITAL SERVICES 6120 NOISE MACHINE 0.00 36.96 TOTAL CHECK 0.00 667.87
1001 46128 02/11/26 13635 BARNES WELDING SUPPLY 5000 SUPPLIES WATER 0.00 52.86 1001 46129 02/11/26 10025 BUFORD OIL COMPANY 6120 CFN LEADFREE GAS 0.00 276.20 1001 46130 02/11/26 12654 COMCAST 6170 INTERNET 0.00 746.89 1001 46131 02/11/26 14356 COMCAST 6170 VOICE 0.00 51.79 1001 46132 02/11/26 12680 COPWARE INC 6120 LICENSE RENEWAL 0.00 705.00 1001 46133 02/11/26 10100 ECN POLYGRAPH & INVESTIG 6025 POLY 0.00 250.00 1001 46134 02/11/26 15061 JB ELECTRIC 6200 O REILLY LIGHTING 0.00 225.00 1001 46134 02/11/26 15061 JB ELECTRIC 5000 WELL MAINTENANCE 0.00 1,150.35 1001 46134 02/11/26 15061 JB ELECTRIC 5000 WELL MAINTENANCE 0.00 869.27 1001 46134 02/11/26 15061 JB ELECTRIC 5000 WELL MAINTENANCE 0.00 1,475.00 TOTAL CHECK 0.00 3,719.62
1001 46135 02/11/26 12076 KEY DESIGN LOCKSMITHING 6120 PD/CHAMBER DOOR 0.00 124.36 1001 46136 02/11/26 10189 LEAGUE OF CALIFORNIA CIT 6020 MEMBERSHIPS DUE 26 0.00 148.13 1001 46137 02/11/26 10237 P G & E - SACRAMENTO 5000 SESWNW231521 1/30/26 0.00 1,273.87 1001 46137 02/11/26 10237 P G & E - SACRAMENTO 6200 GLDNST B 1/30/26 0.00 115.55 1001 46137 02/11/26 10237 P G & E - SACRAMENTO 5000 95 E ADAMS 1/30/26 0.00 1,486.77 1001 46137 02/11/26 10237 P G & E - SACRAMENTO 5000 325 S 5TH ST 2/4/26 0.00 2,008.34 1001 46137 02/11/26 10237 P G & E - SACRAMENTO 5000 WELL SITE 7 2/1/26 0.00 8,249.61 1001 46137 02/11/26 10237 P G & E - SACRAMENTO 6200 RETRO FIT LOAN JAN26 0.00 941.28 1001 46137 02/11/26 10237 P G & E - SACRAMENTO 5000 TEMP/GOLDN 1/30/26 0.00 1,026.67 1001 46137 02/11/26 10237 P G & E - SACRAMENTO 6150 122 S 5TH A 1/30/26 0.00 73.70 1001 46137 02/11/26 10237 P G & E - SACRAMENTO 5000 ADAMS/5TH 1/30/26 0.00 97.52 1001 46137 02/11/26 10237 P G & E - SACRAMENTO 6200 2831 E MANN 1/30/26 0.00 101.01 1001 46137 02/11/26 10237 P G & E - SACRAMENTO 6200 5TH FRESNO 1/30/26 0.00 670.83 1001 46137 02/11/26 10237 P G & E - SACRAMENTO 6080 128 S 5TH 1/30/26 0.00 279.53 1001 46137 02/11/26 10237 P G & E - SACRAMENTO 6200 212 E MERCED 1/30/26 0.00 320.83 1001 46137 02/11/26 10237 P G & E - SACRAMENTO 6080 18 S 5TH 1/30/26 0.00 336.01 6 Section 7, Item 7A
SUPERION PAGE NUMBER: 2
DATE: 02/12/2026 CITY OF FOWLER ACCTPA21
TIME: 17:03:35 CHECK REGISTER - DISBURSEMENT FUND
SELECTION CRITERIA: transact.ck_date='20260211 00:00:00.000' ACCOUNTING PERIOD: 8/26
FUND - 100 - GENERAL FUND

CASH ACCT CHECK NO ISSUE DT VENDOR NAME DEPT -----DESCRIPTION------ SALES TAX AMOUNT 1001 46137 02/11/26 10237 P G & E - SACRAMENTO 6260 500 E MERCED 1/30/26 0.00 427.67 1001 46137 02/11/26 10237 P G & E - SACRAMENTO 6200 4218 GLDNSTAT 1/30/26 0.00 56.90 1001 46137 02/11/26 10237 P G & E - SACRAMENTO 6260 9TH/MERCED 1/30/26 0.00 62.59 1001 46137 02/11/26 10237 P G & E - SACRAMENTO 6130 220 E MAIN 1/30/26 0.00 48.84 1001 46137 02/11/26 10237 P G & E - SACRAMENTO 2250 1100 N MANN 2/4/266 0.00 2.83 1001 46137 02/11/26 10237 P G & E - SACRAMENTO 6200 MERCED/6TH 1/30/26 0.00 10.19 1001 46137 02/11/26 10237 P G & E - SACRAMENTO 6200 1291 W SOUTH 1/30/26 0.00 10.19 1001 46137 02/11/26 10237 P G & E - SACRAMENTO 6200 5TH/FRESNO 1/30/26 0.00 11.13 1001 46137 02/11/26 10237 P G & E - SACRAMENTO 6200 MERCED/7TH 1/30/26 0.00 13.69 1001 46137 02/11/26 10237 P G & E - SACRAMENTO 6200 5TH/FRESNO 1/30/26 0.00 18.45 1001 46137 02/11/26 10237 P G & E - SACRAMENTO 6080 MAIN/5TH 1/30/26 0.00 25.46 1001 46137 02/11/26 10237 P G & E - SACRAMENTO 6200 7TH/TULARE 1/30/26 0.00 29.09 TOTAL CHECK 0.00 17,698.55
1001 46138 02/11/26 10289 SOUTH COUNTY VETERINARY 6270 DISPOSAL OF ANIMAL 0.00 55.00 1001 46139 02/11/26 10296 STAPLES CREDIT PLAN 6120 SUPPLIES 0.00 36.50 1001 46139 02/11/26 10296 STAPLES CREDIT PLAN 6120 SUPPLIES 0.00 30.75 TOTAL CHECK 0.00 67.25
1001 46140 02/11/26 15162 TELSTAR INSTRUMENTS 5000 FLOW CALIBRATIONS 0.00 1,346.00 1001 46141 02/11/26 10725 VERIZON WIRELESS 6170 CELL PHONE JAN26 0.00 120.03 1001 46142 02/11/26 10001 WASTE MANAGEMENT CA 6200 GREEN WASTE DISPOSAL 0.00 182.90 1001 46142 02/11/26 10001 WASTE MANAGEMENT CA 6200 GREEN WASTE DISPOSAL 0.00 182.90 1001 46142 02/11/26 10001 WASTE MANAGEMENT CA 6200 GREEN WASTE DISPOSAL 0.00 182.90 TOTAL CHECK 0.00 548.70
TOTAL CASH ACCOUNT 0.00 27,292.48
TOTAL FUND 0.00 27,292.48
TOTAL REPORT 0.00 27,292.48
7 Section 7, Item 7A
SUPERION PAGE NUMBER: 1
DATE: 02/19/2026 CITY OF FOWLER VENCHK11
TIME: 11:59:42 CHECK REGISTER ACCOUNTING PERIOD: 8/26
FUND - 100 - GENERAL FUND

CHECK NUMBER CASH ACCT DATE ISSUED --------------VENDOR-------------- ACCT -------DESCRIPTION------- AMOUNT 46143 1001 02/19/26 15013 ADVANCED PEST WIPEOUT 5185 PEST CONTROL 2/13/26 90.00 46143 1001 02/19/26 15013 ADVANCED PEST WIPEOUT 5185 PEST CONTROL 2/13/26 95.00 TOTAL CHECK 185.00
46144 1001 02/19/26 13597 ADVENTIST HEALTH 5310 ALCOHOL/DRUG BLOOD 45.00 46145 1001 02/19/26 14519 AMAZON CAPITAL SERVICES 5710 HARRIS PARK GRANT 268.07 46145 1001 02/19/26 14519 AMAZON CAPITAL SERVICES 5120 RIFLE ACCESSORIES 171.12 TOTAL CHECK 439.19
46146 1001 02/19/26 12489 BATTERY SYSTEMS INC 5200 BATTERY SHIPPER 196.76 46147 1001 02/19/26 14354 BOOT BARN, INC. 5130 BOOTS-HERNANDEZ 200.00 46147 1001 02/19/26 14354 BOOT BARN, INC. 5130 BOOTS-KOONS 166.73 46147 1001 02/19/26 14354 BOOT BARN, INC. 5130 BOOTS-WATKINS 198.14 TOTAL CHECK 564.87
46148 1001 02/19/26 10024 BSK ASSOCIATES 5220 EPA 504.1 (DBCP) 525.42 46148 1001 02/19/26 10024 BSK ASSOCIATES 5220 QUANTI TRAY 51 206.77 TOTAL CHECK 732.19
46149 1001 02/19/26 15438 BURKE,WILLIAMS & SORENSEN 5620 LEGAL SERVICES DEC25 5,103.50 46150 1001 02/19/26 11291 THE BUSINESS JOURNAL 5150 PC PHN PROJECT 25-44 2,312.50 46150 1001 02/19/26 11291 THE BUSINESS JOURNAL 5150 PHN PROJECT 25-19 3,108.00 TOTAL CHECK 5,420.50
46151 1001 02/19/26 10506 CALMAT CO DBA VULCAN MATE 5195 ASPHALT STREETS 343.87 46152 1001 02/19/26 14429 CORE & MAIN 5195 SUPPLIES WATER 383.46 46153 1001 02/19/26 14473 FORTNERS TOWING 5205 TOWING SERVICES 333.00 46154 1001 02/19/26 14243 FOWLER ACE HARDWARE 5104 SUPPLIES 13.07 46154 1001 02/19/26 14243 FOWLER ACE HARDWARE 5110 GOLD PAINT, SHOVEL 54.45 TOTAL CHECK 67.52
46155 1001 02/19/26 10104 FPOA 2045 EMP DED 2/13/26 225.00 46156 1001 02/19/26 15384 FRESNO BARK INC 5195 PARK MAINT 1,492.96 46156 1001 02/19/26 15384 FRESNO BARK INC 5195 STREET MAINT 1,492.96 TOTAL CHECK 2,985.92
46157 1001 02/19/26 10122 FRESNO COUNTY FIRE PROTEC 5220 FIRE SVC JUL25-DEC25 173,087.09 46157 1001 02/19/26 10122 FRESNO COUNTY FIRE PROTEC 5220 FIRE SVC JUL25-DEC25 173,087.10 TOTAL CHECK 346,174.19
46158 1001 02/19/26 10475 FRESNO COUNTY GRAPHICS 5110 COF NEWSLETTER-2ND 914.28 46158 1001 02/19/26 10475 FRESNO COUNTY GRAPHICS 5110 COF NEWSLETTER-2ND 914.28 46158 1001 02/19/26 10475 FRESNO COUNTY GRAPHICS 5110 COF NEWSLETTER-2ND 914.28 46158 1001 02/19/26 10475 FRESNO COUNTY GRAPHICS 5110 COF NEWSLETTER-2ND 914.28 46158 1001 02/19/26 10475 FRESNO COUNTY GRAPHICS 5110 COF NEWSLETTER-2ND 914.28 46158 1001 02/19/26 10475 FRESNO COUNTY GRAPHICS 5110 COF NEWSLETTER-2ND 914.29 46158 1001 02/19/26 10475 FRESNO COUNTY GRAPHICS 5110 COF NEWSLETTER-3RD 1,204.10 46158 1001 02/19/26 10475 FRESNO COUNTY GRAPHICS 5110 COF NEWSLETTER-3RD 1,204.10 46158 1001 02/19/26 10475 FRESNO COUNTY GRAPHICS 5110 COF NEWSLETTER-3RD 1,204.10 8 Section 7, Item 7A
SUPERION PAGE NUMBER: 2
DATE: 02/19/2026 CITY OF FOWLER VENCHK11
TIME: 11:59:42 CHECK REGISTER ACCOUNTING PERIOD: 8/26
FUND - 100 - GENERAL FUND

CHECK NUMBER CASH ACCT DATE ISSUED --------------VENDOR-------------- ACCT -------DESCRIPTION------- AMOUNT 46158 1001 02/19/26 10475 FRESNO COUNTY GRAPHICS 5110 COF NEWSLETTER-3RD 1,204.10 46158 1001 02/19/26 10475 FRESNO COUNTY GRAPHICS 5110 COF NEWSLETTER-3RD 1,204.10 46158 1001 02/19/26 10475 FRESNO COUNTY GRAPHICS 5110 COF NEWSLETTER-3RD 1,204.11 TOTAL CHECK 12,710.30
46159 1001 02/19/26 13959 GALEN WHISENHUNT 5205 MEAL REIMBURSEMENT 135.33 46159 1001 02/19/26 13959 GALEN WHISENHUNT 5205 FUEL STREETS 25.00 TOTAL CHECK 160.33
46160 1001 02/19/26 10759 GLASCO GENERAL ENGINEERIN 5710 HARRIS PARK 23,800.00 46161 1001 02/19/26 15253 HAAKER EQUIPMENT 5715 ELASTOFLEX 3,194.02 46162 1001 02/19/26 13127 HEALTHWISE SERVICES 5220 SHARPS CONTAINER 624.05 46163 1001 02/19/26 14749 HOFFMAN SECURITY 5220 CCTV INSTALL 4,697.50 46163 1001 02/19/26 14749 HOFFMAN SECURITY 5230 CCTV INSTALL 4,697.50 46163 1001 02/19/26 14749 HOFFMAN SECURITY 5220 MONIT SVC FEB26 107.67 TOTAL CHECK 9,502.67
46164 1001 02/19/26 14238 INFOSEND, INC 5621 MONTH MAINT JAN26 588.87 46165 1001 02/19/26 14843 O'REILLY AUTO PARTS 5205 FLEET STREETS 274.88 46165 1001 02/19/26 14843 O'REILLY AUTO PARTS 5205 FLEET STREETS 421.88 46165 1001 02/19/26 14843 O'REILLY AUTO PARTS 5205 FLEET 62.91 TOTAL CHECK 759.67
46166 1001 02/19/26 15443 PADILLA, JUAN & LAURA 2050 UTILITY BILL REFUND 100.00 46167 1001 02/19/26 15180 PEAC SOLUTIONS 5180 COPY LEASE 02-26 1,515.43 46168 1001 02/19/26 15233 PRIMO BRANDS 5121 WTR SVC 104.45 46168 1001 02/19/26 15233 PRIMO BRANDS 5121 WTR SVC 104.45 46168 1001 02/19/26 15233 PRIMO BRANDS 5121 WTR SVC 104.45 46168 1001 02/19/26 15233 PRIMO BRANDS 5121 WTR SVC 104.45 TOTAL CHECK 417.80
46169 1001 02/19/26 10441 PROFORCE LAW ENFORCEMENT 5715 GLOCK 43X 723.48 46170 1001 02/19/26 13655 PROVOST & PRITCHARD 5520 CUP 24-24-507 E MERCE 294.00 46170 1001 02/19/26 13655 PROVOST & PRITCHARD 5520 2026 CITY OF FOWLER 893.00 46170 1001 02/19/26 13655 PROVOST & PRITCHARD 5510 TENTATIVE SUBDIVISION 173.00 46170 1001 02/19/26 13655 PROVOST & PRITCHARD 5520 TUP 25-39 228 S 8TH 561.80 46170 1001 02/19/26 13655 PROVOST & PRITCHARD 5520 VAR NO 25-40-111 637.00 46170 1001 02/19/26 13655 PROVOST & PRITCHARD 5520 COND PERM 24-27-418 447.10 TOTAL CHECK 3,005.90
46171 1001 02/19/26 10289 SOUTH COUNTY VETERINARY H 5220 NEUTER OF ANIMAL 203.00 46171 1001 02/19/26 10289 SOUTH COUNTY VETERINARY H 5220 DISPOSAL OF ANIMAL 55.00 TOTAL CHECK 258.00
46172 1001 02/19/26 10296 STAPLES CREDIT PLAN 5121 SUPPLIES 44.29 46172 1001 02/19/26 10296 STAPLES CREDIT PLAN 5185 JANITORIAL SUPP 115.25 46172 1001 02/19/26 10296 STAPLES CREDIT PLAN 5185 JANITORIAL SUPP 115.25 46172 1001 02/19/26 10296 STAPLES CREDIT PLAN 5185 JANITORIAL SUPP 115.25 46172 1001 02/19/26 10296 STAPLES CREDIT PLAN 5185 JANITORIAL SUPP 115.25 9 Section 7, Item 7A
SUPERION PAGE NUMBER: 3
DATE: 02/19/2026 CITY OF FOWLER VENCHK11
TIME: 11:59:42 CHECK REGISTER ACCOUNTING PERIOD: 8/26
FUND - 100 - GENERAL FUND

CHECK NUMBER CASH ACCT DATE ISSUED --------------VENDOR-------------- ACCT -------DESCRIPTION------- AMOUNT 46172 1001 02/19/26 10296 STAPLES CREDIT PLAN 5185 JANITORIAL SUPP 115.25 46172 1001 02/19/26 10296 STAPLES CREDIT PLAN 5121 SUPPLIES 29.78 46172 1001 02/19/26 10296 STAPLES CREDIT PLAN 5203 PARK MAINT SUPP 30.30 46172 1001 02/19/26 10296 STAPLES CREDIT PLAN 5121 SUPPLIES 17.09 TOTAL CHECK 697.71
46173 1001 02/19/26 10763 SUNBELT RENTALS 5182 BUSH HOG /BRUSH CUTTE 1,645.82 46173 1001 02/19/26 10763 SUNBELT RENTALS 5182 SCISSOR LIFT 234.20 TOTAL CHECK 1,880.02
46174 1001 02/19/26 15440 TOWN AND COUNTRY RESORT 5300 GREGORY GULARTE 1,640.22 46174 1001 02/19/26 15440 TOWN AND COUNTRY RESORT 5300 NICHOLAS HARO 1,640.22 TOTAL CHECK 3,280.44
46175 1001 02/19/26 13543 UNIFIRST CORPORATION 5185 UNIFORM STREET 2/5 116.56 46175 1001 02/19/26 13543 UNIFIRST CORPORATION 5185 UNIFORM WATER 2/5 116.57 46175 1001 02/19/26 13543 UNIFIRST CORPORATION 5185 JANIT SNRCT 2/5 51.91 46175 1001 02/19/26 13543 UNIFIRST CORPORATION 5185 UNIFORM STREET 2/12 103.85 46175 1001 02/19/26 13543 UNIFIRST CORPORATION 5185 UNIFORM WATER 2/12 103.85 46175 1001 02/19/26 13543 UNIFIRST CORPORATION 5185 JANIT SNRCT 2/12 37.16 TOTAL CHECK 529.90
46176 1001 02/19/26 15442 VALLEY BEST TRUCKING 2050 UTILITY BILL REFUND 1,972.33 46177 1001 02/19/26 10001 WASTE MANAGEMENT CA 5202 GREEN WASTE DISPOSAL 182.90 TOTAL FUND 429,103.79
10 Section 7, Item 7A
SUPERION PAGE NUMBER: 4
DATE: 02/19/2026 CITY OF FOWLER VENCHK11
TIME: 11:59:42 CHECK REGISTER ACCOUNTING PERIOD: 8/26
FUND - 201 - DISTRICT SALES TAX

CHECK NUMBER CASH ACCT DATE ISSUED --------------VENDOR-------------- ACCT -------DESCRIPTION------- AMOUNT 46178 1001 02/19/26 13849 AXON ENTERPRISE INC. 5715 OFFICER SAFETY PLAN 5,787.35 46178 1001 02/19/26 13849 AXON ENTERPRISE INC. 5715 BUNDNLE 38,782.51 46178 1001 02/19/26 13849 AXON ENTERPRISE INC. 5715 PRO LICENSE 997.10 46178 1001 02/19/26 13849 AXON ENTERPRISE INC. 5715 LICENSE 2,531.43 46178 1001 02/19/26 13849 AXON ENTERPRISE INC. 5715 TASER ACCESORIES 2,148.01 46178 1001 02/19/26 13849 AXON ENTERPRISE INC. 5715 TASER TARGET 130.77 46178 1001 02/19/26 13849 AXON ENTERPRISE INC. 5715 TASER LIVE CARTRIDGE 686.54 TOTAL CHECK 51,063.71
46179 1001 02/19/26 10122 FRESNO COUNTY FIRE PROTEC 5220 FIRE SVC JUL25-DEC25 173,087.10 TOTAL FUND 224,150.81
TOTAL REPORT 653,254.60
11 Section 7, Item 7A

CITY COUNCIL MEETING
TUESDAY, FEBRUARY 17, 2026 at 6:00 PM
CITY COUNCIL CHAMBER – 128 SOUTH 5TH STREET, FOWLER, CA 93625

MINUTES

1. MEETING CALLED TO ORDER
Mayor Mejia called the meeting to order at 6:00 P.M.

2. ROLL CALL

PRESENT
Juan Mejia
Amarjeet Gill
Leonard Hammer
Karnig Kazarian
Daniel Parra
City Staff Present: City Manager Reid, City Attorney Santos, Finance Director Banda, Community & Economic Development Director Flood, Police Chief Gularte, City Planner Marple, City Engineer Park, Public Works Director Rocha, City Clerk Vasquez

6. PUBLIC COMMENT
Two members of the public spoke.

7. CONSENT CALENDAR
Motion made by Kazarian, Seconded by Parra.

Voting Yea: Mejia, Gill, Hammer, Kazarian, Parra
A. RATIFY Pay Warrants for February 17, 2026
B. APPROVE Minutes of the February 3, 2026 City Council Meeting C. RECEIVE AND FILE an Update on Capital Projects
D. CONSIDER Amendment 4 to the Well No. 9 Drought Resiliency Project Agreement for a Time Extension and Authorize the City Manager to Execute the Amendment.

Staff Recommendation: Approve Amendment 4.

E. CONSIDER the following:

Waiving the second reading of and adopting Ordinance No. 2026-01, prezoning Assessor’s Parcel Number 343-040-02 to the R-1-6 mapping designation, with an 12 Section 7, Item 7B
implementing zone district of R-3 (Medium Density Residential). Staff Recommendation: Adopt Ordinance No. 2026-01.

F. ACCEPT Credit Card Usage Report and Donation Report for July 1 through December 31, 2025.

G. CONSIDERATION of the appointment of Lino Mendes to the City of Fowler Recreation Commission for the term ending 12/31/27.

9. GENERAL ADMINISTRATION
City Manager
A. DISCUSSION regarding status of Public Comment questions.

B. CONSIDERATION: Introduction of an Ordinance No. 2026-02 to amend Title 2, Administration Chapter 1, City Council, Article 2, Salaries, of the Fowler Municipal Code. Staff Recommendation: It is recommended the City Council introduce to be read by title only an Ordinance amending provisions of Title 2, Administration Chapter 1, City Council, Article 2, Salaries, of the Fowler Municipal Code, open the public hearing, allow for public testimony, close the public hearing, waive first reading of the Ordinance by title only, and approve the introduction of the Ordinance.

Public hearing opened at 6:21 P.M. Ordinance No. 2026-02 was introduced and the first reading was waived.

Public hearing closed at 6:24 P.M.

Motion made by Gill, Seconded by Hammer.

Voting Yea: Mejia, Gill, Hammer
Voting Nay: Kazarian, Parra
Planning
C. CONSIDER Resolution No. 2825:

Approving an updated fee schedule for Planning Fees and Development Impact Fees for 2026. Staff Recommendation: Approve Resolution No. 2825.

Motion made by Parra, Seconded by Gill.

Voting Yea: Mejia, Gill, Hammer, Kazarian, Parra
D. CONSIDER Resolution No. 2826:

Authorizing the City Manager to execute agreements with the United States Department of Transportation for the City of Fowler Better Utilizing Investments to Leverage Development (BUILD) grant application. Staff Recommendation: Approve Resolution 2826.

Motion made by Gill, Seconded by Hammer.

Voting Yea: Mejia, Gill, Hammer, Kazarian, Parra
13 Section 7, Item 7B

10. STAFF COMMUNICATIONS
Updates were given by Community & Economic Development Director Flood, City Engineer Park, Police Chief Gularte, and City Manager Reid.

11. COUNCILMEMBER REPORTS AND COMMENTS
Updates were given by Councilmember Hammer, Mayor Pro Tem Gill, and Mayor Mejia.

12. ADJOURN
Having no further business, the meeting adjourned at 6:49 P.M. 14 Section 7, Item 7B

CITY COUNCIL MEETING

REPORT TO THE CITY COUNCIL
DATE: March 3, 2026
FROM: MICHAEL REID, City Manager
SUBJECT: CONSIDERATION of the appointment of an Assistant City Manager and the conversion of the part-time Code Enforcement Assistant position to a full-time Code Enforcement Officer I. i. CONSIDER Resolution No. 2827, approving the number
of full-time positions and certain temporary/ part-time positions authorized in the City for Fiscal Year
2025/2026. Staff Recommendation: Approve Resolution
No. 2827.

EXECUTIVE SUMMARY
Approval of Resolution No. 2827 would fill the currently vacant Assistant City Manager position and convert the current part-time Code Enforcement Assistant position to a full-time Code Enforcement Officer I.

BACKGROUND
Proactive succession planning is a cornerstone of effective governance. In 2023, the City Council demonstrated this commitment by appointing the Community & Economic Development Director as Assistant City Manager. This strategic move ensured a seamless leadership transition in early 2025, providing the appointee with the institutional knowledge and experience required to serve effectively as Interim City Manager.

As Public Works and Public Utilities Director, Eric Rocha has proven to be a cornerstone of Fowler’s leadership team. Through the successful delivery of key infrastructure projects and a comprehensive reorganization of his department, he has significantly improved operational efficiency and community responsiveness. To ensure long-term continuity in City Management, Eric Rocha would be appointed Assistant City Manager, keeping the Public Works & Public Utilities Director position vacant.

Fowler’s continued community growth and a renewed focus on code enforcement priorities require a strategic reorganization of the Code Enforcement Division. Staff proposes converting the current part-time role into a full-time Code Enforcement Officer I position. While core duties remain consistent, the expanded hours will allow for critical administrative oversight, including 15 Section 7, Item 7C
case-tracking and formal correspondence. This role will first be offered to the individual currently serving as the part-time Code Enforcement Assistant.

Simultaneously, the Projects & Compliance Administrator will shift focus exclusively to Entitlement (Planning Permit) Compliance. This transition addresses the City’s accelerating commercial and industrial growth while optimizing the budget by transitioning much of the work previously performed by contract staff to in-house personnel.

The Director of Community & Economic Development will continue to have these two positions report directly to him.

PUBLIC NOTICE
This item does not require a public hearing and was noticed as a part of the City Council Agenda.

ENVIRONMENTAL REVIEW
This action does not constitute a “project” pursuant to the California Environmental Quality Act.

GENERAL PLAN CONSISTENCY
This action is not associated with a specific General Plan Goal, Policy, or Action Item.

However, this action is consistent with the General Plan’s Community Vision and Supporting Principles.

FISCAL IMPACT
The fiscal impact for this, which consists solely of personnel costs related to converting the Code Enforcement position to Full-Time, was approved as part of Council’s mid-year budget update.

The additional personnel cost for the Assistant City Manager will be the difference between the Public Works & Public Utilities Director position and the Assistant City Manager salary. This difference in salary will be absorbed within the existing FY 25-26 budget.

PROCUREMENT PROCESS
No procurement is associated with this action.

CONFLICT OF INTEREST
Staff is not aware of any conflicts of interest.

Attachments
- Resolution No. 2827
- Attachment A: Updated Position Authorization Resolution 16 Section 7, Item 7C
RESOLUTION NO. 2827

A RESOLUTION OF THE CITY COUNCIL OF THE CITY OF FOWLER

ESTABLISHING THE NUMBER OF FULL-TIME POSITIONS AND CERTAIN

TEMPORARY/PART-TIME POSITIONS AUTHORIZED IN THE CITY
FOR FISCAL YEAR 2025/2026
WHEREAS, maintaining a Position Authorization Resolution is an essential best practice in municipal budgeting and internal controls; and
WHEREAS, the number of full-time positions and certain temporary/part-time positions in which persons may be employed by the City during Fiscal Year 2025/2026 is set forth in Attachment A of this Resolution; and
WHEREAS, that the number of persons employed in full-time positions and certain temporary/part-time positions shall not exceed the total number of authorized positions; and WHEREAS, a change in the total number of full-time positions and certain temporary/part-time positions authorized in the City shall only be accomplished by Resolution of the Council; and
NOW, THEREFORE, BE IT RESOLVED by the City Council of the City of Fowler that the number of full-time positions and certain temporary/part-time positions in which persons may be employed by the City during Fiscal Year 2025/2026 is hereby established by this Position Authorization Resolution and shall be as set forth in Attachment A of this Resolution.

PASSED, APPROVED AND ADOPTED this 3rd day of March 2026, at a regular meeting of the Fowler City Council by the following vote:

AYES:

NOES:

ABSTAIN:

ABSENT: APPROVED:
___________________________
ATTEST: Juan Mejia, Mayor
____________________________
Angela Vasquez, City Clerk
APPROVED AS TO FORM:

By:

ROY C. SANTOS, City Attorney
Burke, Williams & Sorensen, LLP
17 Section 7, Item 7C
Full Time Benefited
Classification FTE Primary Dept
City Manager 1.0 Administration
Assistant City Manager 1.0 Administration
City Clerk / Personnel Manager 1.0 Clerk
Finance Director & Treasurer 1.0 Finance
Accountant ! 1.0 Finance
Accounting Technician ! 1.0 Finance
Administrative Assistant 2.0 Finance
Community & Economic Development Director 1.0 Comm Dev
Building Official 1.0 Comm Dev
Permits & Entitlements Coordinator 1.0 Comm Dev
Projects and Compliance Administrator 1.0 Comm Dev
Code Enforcement Officer I # 1.0 Comm Dev
Police Chief 1.0 Police
Police Sergeant 2.0 Police
Police Corporal 2.0 Police
Police Officer 8.0 Police
Community Service Officer I 1.0 Police
Crime Analyst 1.0 Police
Public Works & Public Utilities Director 1.0 PW
Public Works & Public Utilities Manager 1.0 PW
Public Works Supervisor 1.0 PW
Lead Maintenance Worker 1.0 PW
Maintenance Worker $ 3.0 PW
Maintenance Assistant $ 4.0 PW
Lead Water Operator 1.0 PW
Water Operator ^ 2.0 PW
Recreation and Senior Center Supervisor 1.0 Senior/Recreation

43.0 Temporary and/or Part Time Benefited
Classification TE Primary Dept
Police Cadet 1.0 Police

1.0 Part Time Unbenefited
Classification PTE Primary Dept
Events Assistant 1.0 Recreation
Animal Services Outreach Coordinator 1.0 PW
Staff Assistant 1.0 Admin/Comm Dev

3.0 ! @ # $ % ^ Denotes a "Skill Range" pursuant to the Employee Benefits Handbook.

Denotes Change
*The Public Works & Public Utilities Director and Public Works Supervisor positions will remain on the current FY 25/26 PAR and will be fully removed from the new PAR in FY 26/27.

City of Fowler
Position Authorization Resolution
Attachment A
18 Section 7, Item 7C

CITY COUNCIL MEETING

REPORT TO THE CITY COUNCIL
DATE: March 3, 2026
FROM: MICHAEL REID, City Manager
SUBJECT: CONSIDERATION: Second Reading of Ordinance No. 2026-02 to amend Title 2, Administration Chapter 1, City Council, Article 2, Salaries, of the Fowler Municipal Code. Staff Recommendation: It is recommended the City Council conduct the second reading, by title only, of Ordinance amending provisions of Title 2, Administration Chapter 1, City Council, Article 2, Salaries, of the Fowler Municipal Code, open the public hearing, allow for public testimony, close the public hearing, and approve the Ordinance.

EXECUTIVE SUMMARY
The Ordinance Text Amendment would increase councilmember salaries pursuant to the provisions of California Senate Bill 329 as codified within California Government Code section 36516.

BACKGROUND
On June 29, 2023, Governor Newsom signed Senate Bill 329 (SB 329) into law, amending Government Code Section 36516 (GC 36516) to update city council compensation schedules, based on populations served, by adjusting for inflation that has occurred since 1984. The legislative intent of SB 329 is to help city councils become more diverse by helping individuals from various income levels receive sufficient income for their service.

The population of the City of Fowler is 7,470, which falls within the category of an allowed maximum monthly salary of $950.00 pursuant to SB 329 & GC 36516. After careful consideration, the Fowler City Council has determined that the monthly salary for sitting council members, as adopted by ordinance 2026-02, shall be $277.00 per month.

Adoption of the amended ordinance 2026-02 would take effect only after the first pay period following the commencement of a new term of office after the next municipal election.

PUBLIC NOTICE
A Pre Adoption Notice of Public Hearing was published in the Business Journal on Friday, February 20, 2026, which is at least 10 days prior to the public hearing. 19 Section 9, Item B

ENVIRONMENTAL REVIEW
This action does not constitute a “project” pursuant to the California Environmental Quality Act.

GENERAL PLAN CONSISTENCY
This action is not associated with a specific General Plan Goal, Policy, or Action Item.

However, this action is consistent with the General Plan’s Community Vision and Supporting Principles.

FISCAL IMPACT
Amended ordinance 2026-02 would take effect only after the first pay period following the commencement of a new term of office after the next municipal election. The increase in councilmember salaries will be incorporated into the FY 2026-2027 budget.

PROCUREMENT PROCESS
No procurement is associated with this action.

CONFLICT OF INTEREST
Staff is not aware of any conflicts of interest.

Attachments
- Ordinance No. 2026-02
20 Section 9, Item B
4901-7381-1854 v1
ORDINANCE NO. 2026-02

AN ORDINANCE OF THE CITY COUNCIL OF THE CITY OF FOWLER AMENDING TITLE 2 ADMINISTRATION, CHAPTER 1 CITY COUNCIL, ARTICLE 2, SALARIES,

OF THE FOWLER MUNICIPAL CODE REGARDING COUNCILMEMBER
SALARIES.

WHEREAS, on June 29, 2023, Governor Newsom signed Senate Bill 329 (SB 329) into law, amending Government Code Section 36516 to update city council compensation schedules to account for inflation since 1984; and
WHEREAS, the legislative intent of SB 329 is to help city councils become more diverse by helping individuals from various income levels receive sufficient income for their service; and WHEREAS, according to the last federal census, the population of the City of Fowler is 7,470, which falls within the category allowed a maximum monthly salary of $950.00 under SB 329; and
WHEREAS, Fowler City Council members currently make $150.00 per month in salary; and
WHEREAS, that the Fowler City Council members have determined that consistent with SB 329, Councilmember compensation shall be increased to $277.00 per month in salary; and WHEREAS, California Government Code Section 36516.5 provides that a change in salary for each city council member does not take effect until one or more members of the city council begins a new term of office; and
WHEREAS, the new salary for each City Council member would go into effect beginning on the date in which a City Council Member is sworn into office after the general municipal election date of November 3, 2026.

NOW, THEREFORE, THE CITY COUNCIL OF THE CITY OF FOWLER DOES ORDAIN AS FOLLOWS:

Section 1. Effective the first pay period after the certification of the November 3, 2026, election and swearing in of the appointed public officials to their new term of office, the Mayor and each member of the City Council shall be paid a salary of $277.00 per month.

Section 2. Title 2, Chapter 1, Section 2-1.201 of the Fowler Municipal Code is hereby amended to read as follows:
2-1.201 - Mayor.

The Mayor shall receive a salary of two hundred ($200.00) two hundred seventy-seven dollars ($277.00) per month.
21 Section 9, Item B
4901-7381-1854 v1
(Ord. 1-2 § 1; Ord. 2004-07 § 1 (part), 10-21-04)
Section 3. Title 2, Chapter 1, Section 2-1.202 of the Fowler Municipal Code is hereby amended to read as follows:
2-1.201 - Councilmembers.

Each member of the Council other than the Mayor shall receive a salary of one hundred fifty ($150.00) two hundred and seventy-seven dollars ($277.00) per month. (Ord. 1-2 § 1; Ord. 2004-07 § 1 (part), 10-21-04)
Section 4. CEQA Determination.

The Ordinance is exempt from the California Environmental Quality Act (“CEQA”) because it can be seen with certainty that there is no possibility that it will have a significant effect on the environment. (CEQA Guidelines § 15061(b)(3).) Further, the adoption and implementation of this Ordinance is not a project, as defined in CEQA Guidelines section 15378, because it has no potential for resulting in physical change to the environment, either directly or indirectly, and is therefore not subject to environmental review under CEQA pursuant to CEQA Guidelines section 15060(c)(3).

Section 5. The Mayor shall sign and the City Clerk shall certify the passage and adoption of this ordinance and shall cause the same to be published and posted pursuant to the provisions of law in that regard and this Ordinance shall take effect thirty (30) days after its final passage.

The foregoing ordinance was introduced at a regular meeting of the City Council held on February 17, 2026, and was adopted at a regular meeting of said Council held on ___________ , by the following vote:

AYES:

NOES:

ABSTAIN:

ABSENT:

APPROVED:

Juan Mejia, Mayor
22 Section 9, Item B
4901-7381-1854 v1
ATTEST:

Angela Vasquez, City Clerk
APPROVED AS TO FORM:

By:

ROY C. SANTOS, City Attorney
Burke, Williams & Sorensen, LLP
I, ______________________________, City Clerk of the City of Fowler, California, DO HEREBY CERTIFY that the foregoing is a true and accurate copy of the Ordinance passed and adopted by the City Council of the City of Fowler on the date and by the vote indicated herein. 23 Section 9, Item B

CITY COUNCIL MEETING

REPORT TO THE CITY COUNCIL
DATE: March 3, 2026
FROM: DAWN E MARPLE, City Planner
SUBJECT: CONSIDERATION: Introduction of Ordinance No. 2026-03 to amend Title 5 (Public Welfare), Chapter 2 (Advertising Matter) of the Fowler Municipal Code. Staff Recommendation: It is
recommended the City Council introduce, to be read by title only, an Ordinance amending the provisions of Title 5 (Public Welfare), Chapter 2 (Advertising Matter), of the Fowler Municipal Code, open the public hearing, allow for public testimony, close the public hearing, waive the first reading of the Ordinance by title only, and approve the introduction of the Ordinance.

EXECUTIVE SUMMARY
This Ordinance change recognizes that reasonable regulation of political signs within the City of Fowler is necessary to prevent visual clutter, preserve the aesthetic character of neighborhoods, promote public safety, and ensure fair and consistent access for all individuals and candidates. At the same time, the City is committed to maintaining neutrality in public spaces and adopting regulations that respect and protect constitutionally guaranteed free speech rights.

BACKGROUND
The City of Fowler previously addressed the regulation of political signs within the Fowler Zoning Ordinance. However, because political signage affects the entire community and is not limited solely to land use or zoning considerations, it is more appropriate for such regulations to be incorporated into the City’s comprehensive Municipal Code. Relocating these provisions ensures consistency, improves accessibility for the public, and aligns political sign regulations with other citywide standards and enforcement procedures.

This ordinance amendment is intended to formally establish and clarify the rules governing political signs within the City of Fowler. Specifically, it defines the purpose of the regulations, outlines their applicability, and provides clear definitions to avoid ambiguity. In addition, it sets forth standards for the placement, display, and maintenance of political signs to ensure they are installed in a manner that protects public safety, preserves community aesthetics, and respects constitutional free speech rights. By consolidating and clarifying these provisions within the Municipal Code, the City promotes transparency, uniform enforcement, and a clearer understanding of requirements for residents, candidates, and organizations. 24 Section 9, Item C

PUBLIC NOTICE
A Notice of Public Hearing was published in The Business Journal on February 20, 2026, which is at least ten (10) days prior to the public hearing.

ENVIRONMENTAL REVIEW
This action is exempt from further environmental review pursuant to section 15061 (B)(3)

GENERAL PLAN CONSISTENCY
This action is consistent with the following General Plan goals and policies:

Policy CDES-4
Signage in Fowler should not contribute to excessive visual clutter.

Policy CDES-5
No new billboards shall be allowed within the City limits. The City will encourage Fresno County to maintain such controls in the unincorporated areas of the City's Sphere of Influence as well.

FISCAL IMPACT
The proposed update would update Chapter 2 Advertising Matter of Fowlers City Ordinances.

The amendment would update regulations for clarity and consistency with existing municipal standards. There is no fiscal impact associated with the proposed update.

PROCUREMENT PROCESS
No procurement is associated with this action.

CONFLICT OF INTEREST
Staff is not aware of any conflicts of interest.

Attachments
- Ordinance No. 2026-03
25 Section 9, Item C
4936-1575-6689 v1 Page 1 of 3
ORDINANCE 2026-03

AN ORDINANCE OF THE CITY COUNCIL OF THE CITY OF FOWLER AMENDING TITLE 5 (PUBLIC WELFARE), CHAPTER 2 (ADVERTISING MATTER), TO ADD

POLITICAL SIGN REGULATIONS, AND TO ADOPT AN EXEMPTION UNDER CEQA GUIDELINES SECTION 15061, SUBDIVISION (B)(3).

WHEREAS, the City Council desires to revise Title 5 (Public Welfare), Chapter 2 (Advertising Matter) of the Fowler Municipal Code to ensure reasonable regulation of political signs.

THE CITY COUNCIL OF THE CITY OF FOWLER DOES ORDAIN AS FOLLOWS:

SECTION 1: Section 03, Chapter 2, of Title 5 of the Fowler Municipal Code is amended to read as follows:
5-2.03 Political signs.

A. Purpose.
a. The City of Fowler acknowledges that the regulation of political signs is necessary to prevent visual clutter, maintain the aesthetic appeal of neighborhoods, ensure fair access, maintain neutrality of public spaces, without unduly infringing upon free speech.

B. Applicability.
a. Visibility. The section applies to all political signs visible from the public right-ofway. b. Bumper stickers. Political signs on vehicles, where said sign is no greater than 3 inches by 11 inches, are exempt from these provisions.

C. Definition.
a. Political sign. Any advertisement, announcement, display (including electronic display), banner, insignia or mechanism that is affixed to, painted on or otherwise represented on a building or site, on any vegetation, rock, wall, post, fence or any other object and that is used to advertise or promote the interests of a candidate or committee for the purpose of advocating the election or defeat of a candidate or ballot measure. This definition also includes “campaign advertising or communication” as defined by California Elections Code section 304.

D. Time.
a. No political sign shall be erected prior to 60 days before the date of the election to which they pertain.
b. Political signs must be removed within six (6) days after the polls close.

E. Place.
a. Political signs are not allowed within the city street right-of-way or on public property.
26 Section 9, Item C
4936-1575-6689 v1 Page 2 of 3
b. Exceptions:
i. Moving vehicles. Political signs on vehicles are allowed when said vehicle is in motion or parked for a period not exceeding twenty-four (24) hours. ii. Political signs may be allowed on public property when said property is available for lease or rent for a specific amount of time, not to exceed one (1) day.
iii. Public housing. Residences in public housing are afforded the same protections as private residences.

F. Manner.
a. Permit. No permit shall be required.
b. Number of signs. One political sign per candidate, political, ballot measure, initiative, or referendum per residence is allowed.
c. Size. Political signs shall not exceed 32 square feet in area, nor exceed six feet in height.
d. Lighting. Light fixtures intentionally placed to illuminate a political sign are not allowed.
e. Moving signs. Political signs that are animated (flashing, strobing, spinning, etc.) are not allowed.
f. Emissions. Political signs that emit odors, smoke, vibrations, or noise are not allowed.

G. Electioneering.
a. The provisions of this section are not meant to be construed to allow electioneering.

SECTION 2. The City Council has determined that the amendment to the Fowler Municipal Code is exempt from the California Environmental Quality Act (“CEQA”) pursuant to CEQA Guidelines Section 15061, subdivision (b)(3) (Common Sense Exception). The proposed Municipal Code amendment modifies administrative regulations and procedures which does not have the potential for causing a significant effect on the environment.

SECTION 3. This Ordinance shall take effect thirty (30) days after its adoption.

SECTION 4. The City Clerk is further directed to cause this ordinance or a summary of this ordinance to be published once in a newspaper of general circulation published and circulated within the City of Fowler, within fifteen (15) days after its adoption. If a summary of the ordinance is published, then the City Clerk shall cause a certified copy of the full text of the proposed ordinance to be posted in the office of the City Clerk at least five (5) days prior to the City Council meeting at which the ordinance is adopted and again after the meeting at which the ordinance is adopted. The summary shall be approved by the City Attorney. 27 Section 9, Item C
4936-1575-6689 v1 Page 3 of 3
* * * * * * * * * *
The foregoing ordinance was introduced at a regular meeting of the City Council held on March 3, 2026, and was adopted at a regular meeting of said Council held on ____________________, 2026, by the following vote:

AYES:

NOES:

ABSTAIN:

ABSENT:

APPROVED:
___________________________
Juan Mejia, Mayor
ATTEST:
____________________________
Angela Vasquez, City Clerk
APPROVED AS TO FORM:

By: __________________________
ROY C SANTOS, City Attorney
Burke, Williams & Sorensen, LLP
I, ______________________________, City Clerk of the City of Fowler, California, DO HEREBY CERTIFY that the foregoing is a true and accurate copy of the Ordinance passed and adopted by the City Council of the City of Fowler on the date and by the vote indicated herein. 28 Section 9, Item C

CITY COUNCIL MEETING

REPORT TO THE CITY COUNCIL
DATE: March 3, 2026
FROM: SOO HO PARK, City Engineer
SUBJECT: Actions Pertaining to the Fresno Reconstruction Project:
i. CONSIDER adoption of a Notice of Exemption finding the Fresno Reconstruction Project to be categorically exempt pursuant to CEQA guidelines section 15301(c). Staff
Recommendation: Adopt the Notice of Exemption.
ii. CONSIDER awarding the Fresno Street Reconstruction to Don Berry Construction, Inc in the amount of $1,032,052.57.

Staff Recommendation: Authorize City Manager to Execute the Agreement.
iii. CONSIDER authorizing a 10% contingency in the amount of $103,205.26 to address any unforeseen conditions
encountered during construction.

EXECUTIVE SUMMARY
Consider awarding the Fresno Street Reconstruction Project to Don Berry Construction, Inc., in the amount of $1,032,052.57. These actions authorize the contractor to complete improvements on Fresno Street between 3
rd and 7th Street; 1st Street between Merced and
Main Streets; and install bike lanes and facilities throughout the City as further described below.

BACKGROUND
The project consists of pavement rehabilitation, concrete improvements, and signing and striping on Fresno Street between 3rd Street to 7th Street and 1 st Street between Merced and
Main Street. Scope of work for this portion includes full-depth reclamation pavement rehabilitation, curb ramps, curb, gutter, sidewalks, new thermoplastic crosswalks, and parking stall striping.

The project also includes adding new bike lanes and facilities originally identified under the Bikeway to Transit project funded through the Measure C TOD grant from Fresno Council of Governments. These bikeway improvements include adding new bike lanes, shared bikeway markings, bicycle and vehicle conflict zone markings with green paint, bike repair stations, and 29 Section 9, Item D
bike racks. These improvements will be installed in the downtown areas on either side of Golden State Boulevard between Merced and Fresno Streets on 10th, 9th, 7th, 4th, 3 rd
, and 2nd
Streets; 5th Street between Adams Avenue and Fresno Street; Main Street between 10th Street and Adams Avenue; and Fresno Street between 10th Street and 3rd Street.

On February 23, 2026, the City received twelve bids for the Fresno Street Reconstruction Project. Don Berry Construction, Inc. was the lowest responsive bidder with a bid of $1,032,052.57. The Engineer’s Estimate for the project was $1,590,106.37.  Don Berry Construction, Inc. is based in Kingsburg, California and has a current and active Class A, General Contractor’s license in the State of California.  Attached is the summary of the responsive bids received.

In addition, City staff recommend authorizing a 10% construction contingency which would allow the City Manager to approve changes to the contract to address unforeseen changes or conditions encountered during construction.

PUBLIC NOTICE
This item does not require a public hearing and was noticed as a part of the City Council Agenda.

ENVIRONMENTAL REVIEW
The project is exempt pursuant to California Environmental Quality Act (CEQA) Guidelines Section 15301 (Class 1) exemption regarding existing highways and streets, sidewalks, gutters, bicycle and pedestrian trails, and similar facilities.

GENERAL PLAN CONSISTENCY
General Plan Goal MOB-1
Fowler’s streets are a safe and enjoyable environment for pedestrians, cyclists, motorists, and people of all ages and abilities.

General Plan Goal MOB-11
Ensure street and road projects are adequately designed to accommodate safe and convenient pedestrian and bicyclist access.

FISCAL IMPACT
The Fresno Street Reconstruction is funded through the Measure C TOD grant awarded for the Bikeway to Transit Project, SB1 Funds, and LTF 8 Funds.

PROCUREMENT PROCESS
This bid was competitively bid and there were twelve contractors that provided responsive bids. Don Berry Construction, Inc. was the lowest responsive bidder on the project. 30 Section 9, Item D

CONFLICT OF INTEREST
Staff is not aware of any conflicts of interest.

Attachments
- Fresno Street CEQA Notice of Exemption
- Fresno Street Reconstruction Project Plan
- Fresno Street Reconstruction Project Bid Summary
- Fresno Street Reconstruction Project Agreement
31 Section 9, Item D

Statutory Exemptions. State code number:

_______________________________________________
Print Form
Notice of Exemption Appendix E
To: Office of Planning and Research From: (Public Agency): ____________________________ P.O. Box 3044, Room 113 _______________________________________________ Sacramento, CA 95812-3044 County Clerk
(Address)
___________________________
___________________________
County of: __________________
Project Title: ____________________________________________________________________________ Project Applicant: ________________________________________________________________________ Project Location - Specific:

Project Location - City: ______________________ Project Location - County:

Description of Nature, Purpose and Beneficiaries of Project:
_____________________
Name of Public Agency Approving Project: _____________________________________________________ Name of Person or Agency Carrying Out Project: ________________________________________________ Exempt Status: (check one):

Ministerial (Sec. 21080(b)(1); 15268);
Declared Emergency (Sec. 21080(b)(3); 15269(a));
Emergency Project (Sec. 21080(b)(4); 15269(b)(c));
Reasons why project is exempt:

Lead Agency
Contact Person: ____________________________ Area Code/Telephone/Extension: _______________ If filed by applicant:

1. Attach certified document of exemption finding.

2. Has a Notice of Exemption been filed by the public agency approving the project? Yes No Signature: ____________________________ Date:

Signed by Lead Agency Signed by Applicant
Authority cited: Sections 21083 and 21110, Public Resources Code. Date Received for filing at OPR:

Reference: Sections 21108, 21152, and 21152.1, Public Resources Code. _______________
Categorical Exemption. State type and section number: ____________________________________ ______________________________________________
______________ Title: _______________________
Revised 2011
City of Fowler
2220 Tulare St,
Fresno Street Reconstruction
City of Fowler
Fowler Fresno
City of Fowler
City of Fowler
Wyatt Czeshinski (559) 449-2700
Community and Economic Development Department
128 S. 5th Street, Fowler, CA 93625
Fresno
Fresno, CA 93721
The project consists of pavement rehabilitation, concrete improvements, signing and striping on Fresno Street between 3rd Street to 7th Street and 1st Street between Merced and Main Street within the city limits of Fowler.

Fresno St. between 3rd St. to 7th St. and 1st St. between Merced St. and Main St.

Section 15301 (Class 1)
The project is exempt pursuant to CEQA Guidelines Section 15301 (Class 1), Existing Facilities. The project qualifies for this exemption because it involves maintenance or rehabilitation of existing infrastructure, including highways and streets, sidewalks, gutters, bicycle and pedestrian trails, and similar facilities. ■
32 Section 9, Item D
Fresno Street CEQA Notice of Exemption
LICENSE NO: DESIGN ENGINEER: SHEETDATE: JOB NO: DRAFTED BY: CHECKED BY: OF ORIGINAL SCALE SHOWN IS ONE INCH. ADJUST SCALE FOR REDUCED OR ENLARGED PLANS. 0 1" PHASE: PROJECT NO:

FRESNO STREET RECONSTRUCTION

CITY OF FOWLER

FRESNO COUNTY

GENERAL
COVER SHEET SOO HO PARK 89361P&P SHP 1/20/2026 261925022 261925022 G1 1 36 1/19/2026 10:58 PM G:\Fowler_City of-2619\261923135-Bikeway to Transit\300 CAD\340 Sheet Sets\01_General\G1 COVER SHEET.dwg -Trent Pires 99 99 SPECIAL NOTE WHERE UNDERGROUND AND SURFACE STRUCTURES ARE SHOWN ON THE PLANS, THE LOCATIONS, DEPTH AND DIMENSIONS OF STRUCTURES ARE BELIEVED TO BE REASONABLY CORRECT, BUT ARE NOT GUARANTEED. SUCH STRUCTURES ARE SHOWN FOR THE INFORMATION OF THE CONTRACTOR, BUT INFORMATION SO GIVEN IS NOT TO BE CONSTRUED AS A REPRESENTATION THAT SUCH STRUCTURES WILL, IN ALL CASES, BE FOUND WHERE SHOWN, OR THAT THEY REPRESENT ALL OF THE STRUCTURES WHICH MAY BE ENCOUNTERED. SITE SAFETY AND PROTECTION NOTES THE DUTY OF THE ENGINEER, OWNER OR ITS AGENTS TO CONDUCT CONSTRUCTION REVIEW OF THE CONTRACTOR'S PERFORMANCE AND THE UNDERTAKING OF INSPECTIONS OR THE GIVING OF INSTRUCTIONS AS AUTHORIZED HEREIN IS NOT INTENDED TO INCLUDE REVIEW OF THE ADEQUACY OF THE CONTRACTOR'S SAFETY MEASURES IN, ON, OR NEAR THE CONSTRUCTION SITE AND SHALL NOT BE CONSTRUED AS SUPERVISION OF THE ACTUAL CONSTRUCTION NOR MAKE THE ENGINEER, OWNER OR ITS AGENTS RESPONSIBLE FOR PROVIDING A SAFE PLACE FOR THE PERFORMANCE OF WORK BY THE CONTRACTOR, SUBCONTRACTORS, OR SUPPLIERS, OR FOR ACCESS, VISITS, USE, WORK, TRAVEL OR OCCUPANCY BY ANY PERSON. THE CONTRACTOR SHALL HAVE AT THE WORK SITE, COPIES OR SUITABLE EXTRACTS OF CONSTRUCTION SAFETY ORDERS, ISSUED BY CAL-OSHA. CONTRACTOR SHALL COMPLY WITH PROVISIONS OF THESE AND ALL OTHER APPLICABLE LAWS, ORDINANCES AND REGULATIONS. THE CONTRACTOR MUST COMPLY WITH PROVISIONS OF THE SAFETY AND HEALTH REGULATIONS FOR CONSTRUCTION, PROMULGATED BY THE SECRETARY OF LABOR UNDER SECTION 107 OF THE CONTRACT WORK HOURS AND SAFETY STANDARDS ACT, AS SET FORTH IN TITLE 29 C.F.R. TO PROTECT THE LIVES AND HEALTH OF CONTRACTOR'S EMPLOYEES UNDER THE CONTRACT, THE CONTRACTOR SHALL COMPLY WITH ALL PERTINENT PROVISIONS OF THE "MANUAL OF ACCIDENT PREVENTION IN CONSTRUCTION" ISSUED BY THE ASSOCIATED GENERAL CONTRACTORS OF AMERICA, INC., AND SHALL MAINTAIN AN ACCURATE RECORD OF ALL CASES OF DEATH, OCCUPATIONAL DISEASE, AND INJURY REQUIRING MEDICAL ATTENTION OR CAUSING LOSS OF TIME FROM WORK, ARISING OUT OF AND IN THE COURSE OF EMPLOYMENT OR WORK UNDER THE CONTRACT. THE CONTRACTOR ALONE SHALL BE RESPONSIBLE FOR THE SAFETY, EFFICIENCY, AND ADEQUACY OF CONTRACTOR'S FACILITIES, APPLIANCES, AND METHODS AND FOR ANY DAMAGE, WHICH MAY RESULT FROM THEIR FAILURE OR THEIR IMPROPER CONSTRUCTION, MAINTENANCE OR OPERATION. THE CONTRACTOR AGREES THAT IT SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS; AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD THE OWNER, PROVOST & PRITCHARD CONSULTING GROUP, AND THEIR RESPECTIVE AGENTS HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF OWNER, ENGINEER, OR THEIR RESPECTIVE AGENTS. THE OWNER AND ITS AGENTS' SITE RESPONSIBILITIES ARE LIMITED SOLELY TO THE ACTIVITIES OF THEIR EMPLOYEES ON SITE. THESE RESPONSIBILITIES SHALL NOT BE INFERRED BY ANY PARTY TO MEAN THAT THE OWNER OR ITS AGENTS HAVE RESPONSIBILITY FOR SITE SAFETY. SAFETY IN, ON, OR ABOUT THE SITE IS THE SOLE AND EXCLUSIVE RESPONSIBILITY OF THE CONTRACTOR ALONE. THE CONTRACTOR'S METHODS OF WORK PERFORMANCE, SUPERINTENDENCE AND THE CONTRACTOR'S EMPLOYEES, AND SEQUENCING OF CONSTRUCTION ARE ALSO THE SOLE AND EXCLUSIVE RESPONSIBILITIES OF THE CONTRACTOR ALONE. GENERAL NOTES 1. CITY OF FOWLER (559-834-3113) SHALL BE CONTACTED AT LEAST 48 HOURS PRIOR TO COMMENCEMENT OF WORK ON OR NEAR EXISTING CITY FACILITIES. 2. USED MATERIAL, REJECTS, MISFITS, OR SECONDS, ETC. ARE NOT ACCEPTABLE FOR USE ON CITY OF FOWLER FACILITIES. 3. ALL CONSTRUCTION SHALL BE IN CONFORMANCE WITH THESE PLANS, PROJECT SPECIFICATIONS AND CITY OF FOWLER SPECIFICATIONS. 4. CONTRACTOR SHALL FIELD VERIFY THE HORIZONTAL AND VERTICAL LOCATIONS OF ALL EXISTING FACILITIES PRIOR TO COMMENCING WORK. CALL UNDERGROUND SERVICE ALERT (USA) AT 8-1-1. CONTRACTOR SHALL MAKE ENGINEER AWARE OF ANY DISCREPANCIES. 5. ALL CAST-IN-PLACE CONCRETE STRUCTURES SHALL BE FORMED INSIDE AND OUT AND CONCRETE VIBRATED SUFFICIENTLY TO PROVIDE FOR SMOOTH SURFACED WALLS/FLOORS WITHOUT VOIDS AND HONEYCOMBS. 6. CITY OF FOWLER SHALL INSPECT ALL WORK PHASES ON CONCRETE FACILITIES FOR CONFORMANCE TO CITY OF FOWLER SPECIFICATIONS. REINFORCING SHALL NOT BE ENCASED IN CONCRETE WITHOUT PRIOR CITY OF FOWLER INSPECTIONS. LIKEWISE, CONCRETE SHALL NOT BE COVERED WITH EARTH PRIOR TO CITY OF FOWLER INSPECTION. 7. CONCRETE DESIGN MIX SHALL BE SUBMITTED TO THE ENGINEER FOR REVIEW AND APPROVAL. ALL CONCRETE SHALL HAVE A 28-DAY MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI UNLESS OTHERWISE SPECIFIED. 8. ALL STEEL PIPE AND FITTINGS SHALL BE FURNISHED WITH A SHOP APPLIED HIGH SOLIDS EPOXY COATING ON THE INTERIOR AND EXTERIOR, UNLESS OTHERWISE INDICATED. ALL OTHER EXPOSED STEEL SHALL BE PAINTED WITH A PRE-TREATMENT PRIMER, AN UNDERCOAT AND A FINAL COAT OF PAINT IN ACCORDANCE WITH CITY OF FOWLER SPECIFICATIONS. 9. ALL CONSTRUCTION SHALL BE PERFORMED IN ACCORDANCE WITH APPLICABLE HEALTH AND SAFETY LAWS OF THE STATE OF CALIFORNIA AND CAL/OSHA STANDARDS. 10. TRENCH BACKFILL AND RESERVOIR EMBANKMENTS SHALL BE COMPACTED IN ACCORDANCE WITH THE SPECIFICATIONS AND THE GEOTECHNICAL REPORT CONTAINED IN THE SPECIFICATIONS. 11. CONTRACTOR WILL BE RESPONSIBLE FOR THE REPAIR OF ALL PIPELINE CRACKS, WHICH DEVELOP DURING CONSTRUCTION OF IMPROVEMENTS AFFECTING EXISTING FACILITIES. 12. CONCRETE VAULTS AND BOXES MAY BE PURCHASED FROM A PRECAST MANUFACTURER OR CONTRACTOR MAY CONSTRUCT THE STRUCTURES IF STRUCTURAL CALCULATIONS AND DESIGN IS APPROVED BY THE CITY OF FOWLER AND THE ENGINEER. 13. ALL EXCESS MATERIAL AND/OR DEBRIS SHALL BE REMOVED UPON COMPLETION OF INSTALLATION. 14. CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING ADEQUATE DUST CONTROL AT ALL TIMES. CITY OF FOWLER FRESNO COUNTY FRESNO STREET RECONSTRUCTION VICINITY MAP NOT TO SCALE PROJECT LOCATION SITE MAP NOT TO SCALE CITY OF FOWLER N 5TH ST
N 4TH ST

E TUOLUMNE ST

E MERCED ST

E MAIN ST

E FRESNO ST

E VINE ST

GOLDEN STATE BLVD
N 7TH ST
N 6TH ST
N 3TH ST
S 2ND ST
S 1ST ST E ADAMS AVE SHEET INDEX SHEET NO. SEQ. SHEET NO. DESCRIPTION GENERAL G1 1 COVER SHEET G2 2 LEGEND & ABBREVIATIONS DEMOLITION & HORIZONTAL CONTROL C1 3 FRESNO STREET STA 10+00-22+00 C2 4 FRESNO STREET STA 22+00-26+00.72 C3 5 1ST STREET STA 10+00-15+00 C4 6 6TH STREET STA 10+50 - 14+50 STREET IMPROVEMENTS C5 7 FRESNO STREET STA 10+00-15+00 C6 8 FRESNO STREET STA 15+00-22+00 C7 9 FRESNO STREET STA 22+00-27+00 C8 10 6TH STREET STA 10+50 - 14+50 C9 11 1ST STREET STA 10+00-15+00 SIGNAGE & STRIPING PLANS S1 12 FRESNO STREET STA 10+00-22+00 S2 13 FRESNO STREET STA 22+00-26+00.72 S3 14 1ST STREET STA 10+00-15+00 S4 15 10TH AND 9TH ST S5 16 7TH ST S6 17 5TH ST - FRESNO ST TO MERCED ST S7 18 5TH ST - TUOLUMNE ST TO ADAMS AVE S8 19 4TH ST AND 3RD ST S9 20 2ND ST S10 21 FRESNO ST AND W MAIN ST S11 22 MAIN ST - 7TH ST TO 4TH ST S12 23 MAIN ST - 3RD ST TO ADAMS AVE DETAILS D1 24 SITE DETAILS D2 25 SITE DETAILS D3 26 SITE DETAILS D4 27 SITE DETAILS D5 28 SITE DETAILS D6 29 SITE DETAILS D7 30 SITE DETAILS D8 31 SITE DETAILS D9 32 SITE DETAILS D10 33 SITE DETAILS D11 34 DETAILS D12 35 DETAILS D13 36 STRIPING DETAILS D13 34 STRIPING DETAILS

W MERCED ST

W MAIN ST

W FRESNO ST
S 10TH ST
S 9TH ST ### SOO HO PARK, CITY ENGINEER
ERIC ROCHA, PUBLIC WORKS DIRECTOR DATE DATE APPROVALS TOPOGRAPHY NOTE TOPOGRAPHY SHOWN WAS COLLECTED BY PROVOST & PRITCHARD CONSULTING GROUP DURING A FIELD SURVEY CONDUCTED IN JUNE OF 2025. BOUNDARY NOTE THE BOUNDARY/EASEMENT INFORMATION SHOWN ON THESE PLANS IS BASED UPON RECORD INFORMATION TIED TO PHYSICAL MONUMENTS, AND WAS PREPARED UNDER THE DIRECTION OF TIMOTHY M. ODOM, PLS 8468. BASIS OF BEARINGS THE CALIFORNIA COORDINATE SYSTEM OF 1983, ZONE 4, ESTABLISHED LOCALLY BY GPS OBSERVATIONS. BENCHMARKS PROJECT BENCHMARK A CHISELED 'X' IN THE TOP OF CURB NEAR THE MID-RADIUS OF THE NORTHERNMOST CORNER OF MERCED STREET AND 1ST STREET. ELEVATION = 309.38' NAVD88 DATUM BIDSET
1/20/2026
DATE No. REVISION BY
COPYRIGHT 2025 by PROVOST & PRITCHARD ENGINEERING
GROUP, INC. ALL RIGHTS RESERVED
The firm of Provost & Pritchard Engineering Group, Inc. expressly reserves its common law copyright and other applicable property rights in these plans. These plans are not to be reproduced, changed, or copied in any form or manner whatsoever, nor are they to be assigned to a third party without first obtaining the written permission and consent of Provost & Pritchard Engineering Group, Inc. In the event of unauthorized reuse of these plans by a third party, the third party shall hold the firm of Provost & Pritchard Engineering Group, Inc. harmless, and shall bear the cost of Provost & Pritchard Engineering Group, Inc.'s legal fees associated with defending and enforcing these rights. Know what's below. Call before you dig. WARNING POWER LINES OVERHEAD 455 W FIR AVENUE
CLOVIS, CA 93611-9166
PHONE (559) 449-2700
FAX (559) 449-2715
www.provostandpritchard.com D91 D92 D94 D95 D93 D101 D96 PROJECT LOCATION 33 Section 9, Item D
Fresno Street Reconstruction Project Plan
LICENSE NO: DESIGN ENGINEER: SHEETDATE: JOB NO: DRAFTED BY: CHECKED BY: OF ORIGINAL SCALE SHOWN IS ONE INCH. ADJUST SCALE FOR REDUCED OR ENLARGED PLANS. 0 1" PHASE: PROJECT NO:

FRESNO STREET RECONSTRUCTION

CITY OF FOWLER

FRESNO COUNTY

GENERAL
LEGEND & ABBREVIATIONS SOO HO PARK 89361 P&P SHP 1/20/2026 261925022 261925022 G2 2 36 1/19/2026 10:58 PM G:\Fowler_City of-2619\261925022-Fresno Street Reconstruction\300 CAD\340 Sheet Sets\01_General\G2 LEGEND & ABBREVIATIONS.dwg -Trent Pires DETAIL NUMBER SHEET NUMBER AA ALLEY APPROACH AB AGGREGATE BASE AC ASPHALT CONCRETE ACP ASBESTOS-CEMENT PIPE AD ALUMINUM DISK AGG AGGREGATE AH AHEAD ALT ALTERNATE AP ANGLE POINT APPROX APPROXIMATE APN ASSESSOR'S PARCEL NUMBER ARV AIR RELIEF VALVE ASTM AMERICAN SOCIETY FOR TESTING AND MATERIALS AV AIR VENT AVE AVENUE AWWA AMERICAN WATER WORKS ASSOCIATION BAR BARRIER BC BEGIN CURVE BD BRASS DISK BFP BACKFLOW PREVENTER BK BACK BLDG BUILDING BM BENCHMARK BO BOLLARD BS BORING SITE BTM BOTTOM BVC BEGIN VERTICAL CURVATURE BW BACK OF WALK BWL BACK OF WALL BWR BARB WIRE C, CONC CONCRETE CA CALIFORNIA CAB CABINET CBL CABLE CFS CUBIC FEET PER SECOND CG&SW CURB, GUTTER & SIDEWALK C&G CURB & GUTTER CHK CHECK CHLK CHAIN LINK CI CAST IRON CIP CAST IRON PIPE CIPCP CAST-IN-PLACE CONCRETE PIPE CL CLASS CLVT CULVERT ℄ CENTERLINE CLF CHAIN LINK FENCE CLR CLEAR, CLEARANCE CMLC CEMENT MORTAR LINED & COATED CMP CORRUGATED METAL PIPE CN CONCRETE NAIL CNS COMPACTED NATIVE SOIL CO SEWER CLEAN OUT CONT CONTINUOUS CONST CONSTRUCT/CONSTRUCTION COR CORNER CORP CORPORATION COL COLUMN COUP COUPLING CP CONTROL POINT CR CROWN CU CUBIC CY CUBIC YARDS DA DRIVE APPROACH DEC DECIDUOUS DEMO DEMOLISH/DEMOLITION DI DROP INLET DIA, Ø DIAMETER DIM DIMENSION DIP DUCTILE IRON PIPE D/S DOWNSTREAM DW DRIVEWAY DWG DRAWING (E) EXISTING, EAST EA EACH EC END CURVE ECC ECCENTRIC EF EACH FACE EG EXISTING GRADE EL, ELEV ELEVATION ELC EPOXY LINED & COATED ELEC ELECTRIC ELL ELBOW EM ELECTRIC METER EOL END OF LINE EP EDGE OF PAVEMENT EQUIV EQUIVALENT ESMT EASEMENT EUC EUCALYPTUS EVC END VERTICAL CURVE EW EACH WAY EXP EXPOSED (F) FUTURE F&I FURNISH & INSTALL FD FOUND FDC FIRE DEPARTMENT CONNECTION FF FINISHED FLOOR FG FINISHED GRADE FH FIRE HYDRANT , FL FLOW LINE FLG FLANGE FLGD FLANGED FM FORCE MAIN FNC FENCE FRP FIBER REINFORCED POLYESTER PIPE FT FOOT/FEET FW FRONT OF WALK FWL FACE OF WALL GA GAUGE GAL GALLON GALV GALVANIZED GB GRADE BREAK GM GAS METER GPM GALLONS PER MINUTE GRVL GRAVEL GS GAS GSV GAS VALVE GUY GUY WIRE GV GATE VALVE HD HEAD HDPE HIGH DENSITY POLYETHYLENE HDR HEADER HDW HEADWALL HGL HYDRAULIC GRADE LINE HORIZ HORIZONTAL HP HINGE POINT, HIGH POINT, HORSEPOWER HP GAS HIGH PRESSURE GAS HPS HIGH PRESSURE SWITCH HR HANDRAIL H/T HUB & TACK HWL HIGH WATER LEVEL HYDRO HYDROPNEUMATIC ID INSIDE DIAMETER IN INCH INV INVERT IP IRON PIPE IRR IRRIGATION JP JUNCTION POLE LBS POUNDS LC LENGTH OF CURVE LCW LONG CRESTED WEIR LF LINEAR FEET LG LONG LT LEFT LPG LIQUEFIED PETROLEUM GAS MAX MAXIMUM MB MAILBOX MCC MOTOR CONTROL CENTER MFR MANUFACTURER MH MANHOLE MIN MINIMUM MISC MISCELLANEOUS MJ MECHANICAL JOINT MN MAG NAIL MP MEDIUM PRESSURE GAS LINE MPT MALE PIPE THREAD MRKR MARKER MS MILD STEEL (N) NORTH NAVD NORTH AMERICAN VERTICAL DATUM NC NORMALLY CONSOLIDATED NGVD NATIONAL GEODETIC VERTICAL DATUM NIC NOT IN CONTRACT NPT NATIONAL PIPE THREAD NTS NOT TO SCALE OC ON CENTER OD OUTSIDE DIAMETER OH OVERHEAD OP OPERATING OSHA OCCUPATIONAL SAFETY & HEALTH ADMINISTRATION O&M OPERATIONS & MAINTENANCE (P) PROPOSED PB PULL BOX PC POINT OF CURVATURE PCC POINT OF COMPOUND CURVATURE PCC PORTLAND CEMENT CONCRETE PE PERMANENT EASEMENT PER PERIMETER PI POINT OF INTERSECTION PIP PLASTIC IRRIGATION PIPE PLC PROGRAMMABLE LOGIC CONTROLLER ⅊ PROPERTY LINE PNL PANEL POC POINT ON CURVE POL POINT ON LINE POT POINT ON TANGENT PP POWER POLE PRC POINT OF REVERSE CURVATURE PRV PRESSURE REDUCING VALVE PSF POUNDS PER SQUARE FOOT PSI POUNDS PER SQUARE INCH PT POINT OF TANGENCY PVC POLYVINYL CHLORIDE PVCC POINT OF VERTICAL COMPOUND CURVATURE PVMT PAVEMENT PVRC POINT OF VERTICAL REVERSE CURVATURE PVI POINT OF VERTICAL INTERSECTION

R RADIUS RBR REBAR RC RADIUS OF CURVE RCP REINFORCED CONCRETE PIPE RD RELATIVE DENSITY RD ROAD RE REFERENCE REQD REQUIRED RET RETURN REV REVISION RGRCP RUBBER GASKETED REINFORCED CONCRETE PIPE RGS RIGID GALVANIZED STEEL RP RADIUS POINT RR RAILROAD RT RIGHT RTU REMOTE TERMINAL UNIT R/W RIGHT OF WAY (S) SOUTH, SOLVENT WELD S SLIP S= SLOPE SCH SCHEDULE SCP STANDARD CONCRETE PIPE SD STORM DRAIN SDMH STORM DRAIN MANHOLE SEC SECTION SERV SERVICE SF SQUARE FEET SP SERVICE POLE SPEC SPECIFICATION SPNDL SPINDLE SQ SQUARE SS SANITARY SEWER SS OR STS STAINLESS STEEL SSMH SANITARY SEWER MANHOLE STA STATION STD STANDARD STL STEEL STP STAND PIPE STRC STRUCTURE STRP STRIPING SW SIDEWALK SWL SWALE STWL STILLING WELL (T) THREADED

T THREAD T&B TOP & BOTTOM TB TOP OF BANK TBM TEMPORARY BENCHMARK TC TOP OF CURB TCE TEMPORARY CONSTRUCTION EASEMENT TDI TENSILE DUCTILE IRON TELE TELEPHONE TF TOP OF FOOTING TFC TOP FACE OF CURB TG TOP OF GRATE TH THREAD TL TOP OF LINING TOE TOE OF SLOPE TOP TOP OF SLOPE TP TELEPHONE POLE TR TELEPHONE RISER TRANS TRANSFORMER TRFC TRAFFIC TS TOP OF STRUCTURE TSB TELEPHONE SPLICE BOX TYP TYPICAL TWL TOP OF WALL UG UNDERGROUND UNO UNLESS NOTED OTHERWISE UP UTILITY POLE UT UTILITY U/S UPSTREAM VCP VITRIFIED CLAY PIPE VERT VERTICAL VG VALLEY GUTTER VLT VAULT VLV VALVE (W) WEST

W WATER WL WATER LINE WM WATER METER WS WATER SERVICE WV WATER VALVE WW WASTE WATER W/ WITH W/O WITHOUT ABBREVIATIONS EXISTING LINETYPE NEW DESCRIPTION □
□
□
□ GRADE BREAK UTV
GSSSD

WUE OT UE

WUTSDSS
G OTV UTV OE UT IRR IRR OT OTV OE UCO UCO FO FO TRUNCATED DOMES DRIVE APPROACH ALLEY APPROACH CONCRETE FULL DEPTH RECONSTRUCTION DESCRIPTION LINETYPES SYMBOLS EXISTING HATCH TYPE NEW RIGHT-OF-WAY PROPERTY LINE EASEMENT CENTERLINE WATER TELEVISION (BURIED LINE) TELEVISION (AERIAL LINE) TELEPHONE (BURIED) TELEPHONE (AERIAL) STORM DRAINAGE SANITARY SEWER IRRIGATION GAS FIBER-OPTIC ELECTRIC (BURIED) ELECTRIC (AERIAL) COMPUTER/COMM. (BURIED) FENCE (WIRE) FENCE (WOOD) FENCE (CHAIN LINK) FENCE (BLOCK WALL) SECTION VIEW SPOT ELEVATION HIGH WATER LINE EMBANKMENT ARROW PIPE END PIPE END (SCHEMATIC) LINE BREAK DETAIL CALLOUT CONSTRUCTION CALLOUT REVISION FENCE GATE FENCE POST STILLING WELL GATE VALVE HANDLE BACK FLOW PREVENTOR AIR RELIEF VALVE BLOW-OFF WATER VALVE WELL WATER METER FIRE VAULT FIRE DEPT. CONNECTION 3-NOZZLE HYDRANT 2-NOZZLE HYDRANT TELEPHONE VAULT TELEPHONE RISER LOT NUMBER OWNERSHIP TIE SET MONUMENT FOUND MONUMENT BENCH MARK CONTROL POINT YARD LIGHT SIGN MAIL BOX STORM DRAIN MANHOLE STORM DRAIN CULVERT STORM DRAIN INLET STORM DRAIN CATCH BASIN SSMH (ECCENTRIC CONE) SANITARY SEWER MANHOLE SANITARY SEWER CLEAN OUT GAS VALVE GAS METER ELECTRIC MANHOLE UTILITY POLE ANCHOR UTILITY POLE ELECTRIC VAULT PAD MOUNTED TRANSFORMER ELECTRIC METER EXISTING NEW SYMBOL DESCRIPTION MONUMENT (OPTIONAL) SAWCUT LINE V V V V V V V (E) XX XXX.XX XX XXX.XX AC PLUG
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X

X DEMO LINE WORK LIMITS
E
E

E E SCO SCO
S

S CB CB
D
D
T

T FD FD
F
F
W
W BFP BFP NO. NO. XX
X XX XXXX HWL= XXX.XX HATCH PATTERNS
BIDSET
1/20/2026
DATE No. REVISION BY
COPYRIGHT 2025 by PROVOST & PRITCHARD ENGINEERING
GROUP, INC. ALL RIGHTS RESERVED
The firm of Provost & Pritchard Engineering Group, Inc. expressly reserves its common law copyright and other applicable property rights in these plans. These plans are not to be reproduced, changed, or copied in any form or manner whatsoever, nor are they to be assigned to a third party without first obtaining the written permission and consent of Provost & Pritchard Engineering Group, Inc. In the event of unauthorized reuse of these plans by a third party, the third party shall hold the firm of Provost & Pritchard Engineering Group, Inc. harmless, and shall bear the cost of Provost & Pritchard Engineering Group, Inc.'s legal fees associated with defending and enforcing these rights.
455 W FIR AVENUE
CLOVIS, CA 93611-9166
PHONE (559) 449-2700
FAX (559) 449-2715
www.provostandpritchard.com
34 Section 9, Item D
S
E
S
UE

UE UE UE
W W W
W W

SS SS OE OE OE OE OE OE OE OE

OE OE OE
W
W
W

V V V V V V V V

V V V V
V

V V V V V V V V

V V V V
STA 15+04.55 (33.6' RT)

END SW DEMO
S
E
S
UE

UE UE UE
W W W
W W

SS SS OE OE OE OE OE OE OE OE

OE OE OE
W
W
W

V V V V V V V V

V V V V
V

V V V V V V V V
V V V V 107 108

MATCHLINE
15+00 SEE BELOW LEFT 10+00 11+00 12+00 13+00 14+00 15+00 S 7TH STREET
ALLEY
S 6TH STREET
ALLEY
(E) C&G (E) C&G (E) SIDEWALK (E) SIDEWALK (E) SIDEWALK E FRESNO STREET PP TREE PP POLE AND GUY PP 80'

25.9' LU WV25.9' WV LU SB PP SIGN PP SIGN PP SIGN SIGN PP POLE PP SIGN PP 3' RT RT FH PP (E) SIDEWALK FENCE PP PP POLE PP FENCE TREE STA 14+69.23 (28.1' LT)

END C&G DEMO
STA 14+44.72 (27.6' RT)

END C&G DEMO
STA 10+00.00 (0.0' )

INTERSECTION OF

FRESNO ST AND
7TH STREET CL
STA 10+22.63 (0.0' )
N: 2112363.22
E: 6362794.29

BEGIN ROAD DEMO
STA 10+27.55 (39.0' LT)

BEGIN C&G DEMO
STA 10+33.53 (47.0' LT)

BEGIN SW DEMO
STA 10+27.91 (44.6' RT)

BEGIN C&G DEMO
STA 10+33.93 (48.1' RT)

BEGIN SW DEMO
STA 13+47.66 (27.8' RT)

BEGIN C&G DEMO
STA 13+50.65 (33.8' RT)

BEGIN SW DEMO
STA 13+18.11 (28.0' LT)

END CG&SW
STA 14+28.31 (44.3' LT)

BEGIN C&G DEMO
STA 14+34.52 (49.9' LT)

BEGIN SW DEMO
STA 13+66.08 (49.7' RT)

END SW DEMO
STA 13+66.57 (50.1' LT)

END SW DEMO
STA 13+72.54 (44.6' LT)

END C&G DEMO
STA 10+47.71 (33.4' RT)

END SW DEMO
STA 10+44.11 (28.1' RT)

END C&G DEMO
STA 10+47.46 (34.1' LT)

END SW DEMO
STA 10+43.93 (28.1' LT)

END C&G DEMO
STA 14+28.31 (44.1' RT)

BEGIN C&G DEMO
STA 14+34.78 (49.6' RT)

BEGIN SW DEMO
STA 14+50.25 (34.2' LT)

END SW DEMO
STA 14+00.52 (0.0' LT)

INTERSECTION OF

FRESNO ST AND
6TH STREET CL
STA 12+51.14 (33.7' RT)

BEGIN SW DEMO
STA 12+86.40 (33.8' RT)

END SW DEMO
STA 11+83.80 (33.6' RT)

BEGIN SW DEMO
STA 12+11.35 (33.8' RT)

BEGIN SW DEMO
STA 12+16.80 (33.8' RT)

END SW DEMO
STA 11+87.86 (27.9' RT)

BEGIN C&G DEMO
STA 11+92.55 (45.0' RT)

BEGIN AC DEMO
STA 12+03.24 (45.0' RT)

END AC DEMO
STA 12+12.79 (28.0' RT)

END C&G DEMO
STA 11+87.20 (28.1' LT)

BEGIN C&G DEMO
STA 11+79.70 (34.0' LT)

BEGIN SW DEMO
STA 11+90.06 (34.1' LT)

END SW DEMO
STA 12+10.87 (34.6' LT)

BEGIN SW DEMO
STA 13+50.64 (34.0' LT)

BEGIN SW DEMO LU SSMH
STA 12+66.69 (38.5' LT)

END DW DEMO
STA 13+56.21 (25.9' LT)

BEGIN C&G DEMO
STA 10+40.06 (40.0' RT)
BEGIN RELOCATE FENCE (22 LF)
STA 11+89.15 (33.6' RT)

END SW DEMO
STA 11+95.19 (44.0' LT)

BEGIN AC DEMO
STA 12+03.97 (44.0' LT)

END AC DEMO

14.1' 15.2'
STA 14+00.59 (56.3' RT)

END ROAD DEMO
STA 14+00.46 (44.5' LT)

END ROAD DEMO
V V
S
D
D
FD
S
SS SS
W W W
G
G
G
G
G
W
W
W
W
W
W
W
W
W
W
SS
SS
G
G
G
G
G
G
G
W
□
□ OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE
W
W
W

W SS SS SS SS

OE OE OE OE OE OE

OT OT OT OT OT

OE OE OE OE OE OE

V V V V

V V V V
V V V
STA 15+04.55 (33.6' RT)

END SW DEMO
V V
S
D
D
FD
S
SS SS
W W W
G
G
G
G
G
W
W
W
W
W
W
W
W
W
W
SS
SS
G
G
G
G
G
G
G
W
□
□ OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE
W
W
W

W SS SS SS SS

OE OE OE OE OE OE

OT OT OT OT OT

OE OE OE OE OE OE

V V V V

V V V V
V V V 105106

MATCHLINE
15+00 SEE ABOVE RIGHT

MATCHLINE
22+00 SEE SHEET C2 15+00 16+00 17+00 18+00 19+00 20+00 21+00 22+00 ALLEY
S 5TH STREET

ALLEY ALLEY
S 4TH STREET E FRESNO STREET PP DI DI PP PP WV PP POLE (E) SIDEWALK (E) SIDEWALK (E) SIDEWALK (E) SIDEWALK (E) SIDEWALK (E) C&G (E) C&G (E) C&G(E) C&G LU LU WV FH GV LO LU WV LU WV

ALLEY PP SIGN PP SIGN
80'
26' 26'
80'
26' 26.2' PP TREE RT (E) SIDEWALK

END C&G DEMO
STA 17+56.88 (33.7' RT)

BEGIN SW DEMO
STA 17+56.35 (27.8' RT)

BEGIN C&G DEMO
STA 17+67.63 (43.8' RT)

END SW DEMO
STA 17+72.93 (44.4' RT)

END C&G DEMO
STA 17+56.91 (28.0' LT)

BEGIN C&G DEMO
STA 17+50.85 (34.0' LT)

BEGIN SW DEMO
STA 17+67.18 (52.3' LT)

END SW DEMO
STA 18+34.62 (50.6' LT)

BEGIN SW DEMO
STA 18+51.24 (34.4' LT)

END SW DEMO
STA 18+33.67 (28.2' LT)

BEGIN C&G DEMO
STA 18+56.04 (28.3' LT)

END C&G DEMO
STA 18+50.42 (33.9' RT)

ENDSW DEMO
STA 18+44.97 (27.9' RT)

END C&G DEMO
STA 18+28.85 (43.9' RT)

BEGIN C&G DEMO
STA 18+35.01 (49.4' RT)

BEGIN SW DEMO
STA 17+68.41 (27.8' LT)

END C&G DEMO
STA 17+73.50 (32.8' LT)

BEGIN C&G DEMO
STA 17+73.24 (44.3' LT)

END C&G DEMO
STA 18+28.65 (33.2' LT)

END C&G DEMO
STA 18+28.81 (44.2' LT)

BEGIN C&G DEMO
STA 18+00.78 (44.2' LT)

END ROAD DEMO
STA 18+00.83 (0.0' RT)

INTERSECTION OF

FRESNO ST AND
5TH STREET CL
STA 18+00.89 (44.1' RT)

END ROAD DEMO
STA 19+46.36 (28.2' LT)

BEGIN C&G DEMO
STA 20+17.18 (34.3' LT)

END SW DEMO
STA 20+68.15 (34.3' LT)

BEGIN SW DEMO
STA 20+98.26 (34.2' LT)

END SW DEMO
STA 15+14.86 (33.6' RT)

BEGIN SW DEMO
STA 15+22.01 (33.9' RT)

END SW DEMO
STA 15+84.10 (33.9' RT)

BEGIN SW DEMO
STA 16+17.30 (33.9' RT)

END SW DEMO

POLE, GVPP
STA 15+86.66 (28.0' RT)

BEGIN C&G DEMO
STA 16+15.16 (28.1' RT)

END C&G DEMO
STA 16+78.52 (34.3' RT)

BEGIN SW DEMO
STA 16+84.52 (34.3' RT)

END SW DEMO

15.6' 19.2'
STA 19+88.16 (28.0' RT)

BEGIN C&G DEMO
STA 19+84.20 (33.7' RT)

BEGIN SW DEMO
STA 20+17.20 (34.0' RT)

ENDSW DEMO
STA 20+13.16 (27.8' RT)

END C&G DEMO
STA 19+42.35 (34.0' LT)

BEGIN SW DEMO
STA 20+14.68 (28.2' LT)

END DA DEMO
STA 21+40.05 (34.2' LT)

BEGIN SW DEMO
STA 21+51.64 (34.2' LT)

END SW DEMO

12.7' 17.6'
STA 15+88.18 (28.4' LT)

BEGIN AA / SW DEMO
STA 16+15.18 (28.3' LT)

END AA DEMO
STA 16+19.15 (34.3' LT)

END SW DEMO
STA 15+97.09 (48.8' LT)

BEGIN AC DEMO
STA 16+07.40 (48.8' LT)

END AC DEMO
STA 15+95.54 (45.5' RT)

BEGIN AC DEMO
STA 16+05.31 (45.6' RT)

END AC DEMO
STA 19+98.99 (43.5' RT)

BEGIN AC DEMO
STA 20+09.42 (43.4' RT)

END AC DEMO
STA 19+94.03 (47.7' LT)

BEGIN AC DEMO
STA 20+03.97 (47.7' LT)

END AC DEMO
STA 19+92.59 (33.9' RT)

END SW DEMO
STA 20+13.24 (34.2' RT)
ENDSW DEMO FH PP TREE PP POLE PP LO SSMH PP FH PP TREE PP TREE CONTROL TABLE CCS Z3(NAD83) STPL COORDS. VERT DATUM=NAVD88 POINT # 105 106 107 108 NORTHING 2112836.60 2112902.02 2112568.98 2112363.79 EASTING 6363405.59 6363362.74 6363074.28 6362758.82 ELEVATION 307.37 306.75 306.84 306.94 DESCRIPTION SET MAG NAIL FD MAG NAIL SET MAG NAIL SET MAG NAIL LICENSE NO: DESIGN ENGINEER: SHEETDATE: JOB NO: DRAFTED BY: CHECKED BY: OF ORIGINAL SCALE SHOWN IS ONE INCH. ADJUST SCALE FOR REDUCED OR ENLARGED PLANS. 0 1" PHASE: PROJECT NO:

FRESNO STREET RECONSTRUCTION

CITY OF FOWLER

FRESNO COUNTY

DEMOLITION & HORIZONTAL CONTROL
FRESNO STREET STA 10+00-22+00 SOO HO PARK 89361 P&P SHP 1/20/2026 261925022 261925022 C1 3 36 1/19/2026 10:58 PM G:\Fowler_City of-2619\261925022-Fresno Street Reconstruction\300 CAD\340 Sheet Sets\09_Demolition\C1 FRESNO STREET STA 10+00-22+00.dwg -Trent Pires BIDSET
1/20/2026
DATE No. REVISION BY
COPYRIGHT 2025 by PROVOST & PRITCHARD ENGINEERING
GROUP, INC. ALL RIGHTS RESERVED
The firm of Provost & Pritchard Engineering Group, Inc. expressly reserves its common law copyright and other applicable property rights in these plans. These plans are not to be reproduced, changed, or copied in any form or manner whatsoever, nor are they to be assigned to a third party without first obtaining the written permission and consent of Provost & Pritchard Engineering Group, Inc. In the event of unauthorized reuse of these plans by a third party, the third party shall hold the firm of Provost & Pritchard Engineering Group, Inc. harmless, and shall bear the cost of Provost & Pritchard Engineering Group, Inc.'s legal fees associated with defending and enforcing these rights. Know what's below. Call before you dig. WARNING POWER LINES OVERHEAD 455 W FIR AVENUE
CLOVIS, CA 93611-9166
PHONE (559) 449-2700
FAX (559) 449-2715
www.provostandpritchard.com
0 15 30 60 SCALE IN FEET FRESNO STREET STATIONING ALONG RIGHT-OF-WAY CENTERLINE FRESNO STREET STATIONING ALONG RIGHT-OF-WAY CENTERLINE R/W R/W R/W R/W R/W R/W R/W R/W CONSTRUCTION CALLOUTS LOWER UTILITY LO REMOVE EXISTING CONCRETE, INCLUDING TRUNCATED DOMES CONSTRUCTION LEGEND REMOVE EXISTING AC AND AB NEATLY TO SAWCUT EDGE GRIND EXISTING AC PAVEMENT CONSTRUCTION NOTES 1. ALL IMPROVEMENTS NOT SPECIFICALLY NOTED TO BE REMOVED OR ALTERED SHALL BE PROTECTED IN PLACE UNLESS OTHERWISE APPROVED BY THE ENGINEER. 2. LIMITS OF PAVEMENT REMOVAL SHALL BE APPROVED BY ENGINEER IN FIELD PRIOR TO START OF DEMOLITION. 3. ALL SAWCUT LINES SHALL BE STRAIGHT AND CLEAN TO PROVIDE A NEAT MATCH CONDITION. 4. CONCRETE REMOVAL SHALL BE TO THE JOINT OR SCORE MARK NEAREST TO THE SAWCUT LINE SHOWN ON THE PLANS, UNLESS OTHERWISE APPROVED BY THE ENGINEER. 5. CONTRACTOR TO REMOVE ALL EXISTING CONFLICTING STRIPING. REMOVE TREE, GRIND STUMP, AND REMOVE ROOTS AS NECESSARY RT SAND BLAST EXISTING STRIPING OR MARKING OUTSIDE OF PAVEMENT REHABILITATION LIMITS SBLU LOWER UTILITY - BY OTHERS CLEAR AND GRUB PER PROJECT SPECIFICATIONS. REMOVE ANY (E) IRRIGATION AS NECESSARY TO CONSTRUCT PROPOSED IMPROVEMENTS. REPAIR TO OPERATIONAL CONDITIONS TO THE SATISFACTION OF THE ENGINEER AT EDGE OF NEW IMPROVEMENTS. PP PROTECT IN PLACE FOR DEMO LIMITS OF S 6TH STREET SEE SHEET C4 35 Section 9, Item D
E
E
S
G
G G
□
□
□ OE OE OE OE OE OE OE OE OE OE OE
G
G
G
G
G
G
G
W
W
W
W
W
W
W
W
W
W
W
W

W SS SS SS SS SS SS SS SS SS SS SS SS

OE OE OE OE
OE
OE

V V V V
V

V V V V

V V V V V
V V

V V V V
V E
E
S
G
G G
□
□
□ OE OE OE OE OE OE OE OE OE OE OE
G
G
G
G
G
G
G
W
W
W
W
W
W
W
W
W
W
W
W

W SS SS SS SS SS SS SS SS SS SS SS SS

OE OE OE OE
OE
OE

V V V V
V

V V V V

V V V V V
V V

V V V V
V 103 104 22892 23197

MATCHLINE
22+00 SEE SHEET C1 22+00 23+00 24+00 25+00 26+00 27+00
S 4TH STREET
ALLEY
S 3RD STREET

ALLEY E FRESNO STREET
STA 26+45.88 (0.0' )
N: 2113443.82
E: 6364034.96

END ROAD DEMO
STA 26+28.68 (68.8' LT)

BEGIN C&G DEMO
STA 26+34.80 (68.9' LT)

BEGIN SW DEMO
STA 26+44.97 (28.0' LT)

END C&G DEMO
STA 26+53.49 (33.2' LT)

END SW DEMO
STA 26+24.96 (27.8' RT)

BEGIN C&G DEMO
STA 26+29.90 (34.2' RT)

BEGIN SW DEMO PP FH PP POLE AND GUY
80'

25.6' 25.9' WV LU LU SSMH WV LU (E) SIDEWALK (E) SIDEWALK (E) C&G (E) C&G STA 26+00.75 (44.4' LT)

END ROAD DEMO
STA 25+67.00 (50.8' LT)

END SW DEMO
STA 25+73.01 (44.3' LT)

END C&G DEMO
STA 25+50.12 (27.8' LT)

BEGIN CG&SW DEMO
STA 26+41.90 (32.7' RT)

END SW DEMO
STA 26+46.91 (27.8' RT)

END C&G DEMO
STA 24+13.20 (27.4' RT)

END CG&S DEMO
STA 22+00.60 (25.5' RT)

END ROAD DEMO
STA 22+44.24 (27.7' RT)

BEGIN C&G DEMO
STA 22+51.64 (33.8' RT)

BEGIN SW DEMO
STA 23+90.25 (40.0' RT)

BEGIN AC DEMO
STA 24+10.44 (40.0' RT)

END AC DEMO
STA 23+60.58 (28.2' LT)

BEGIN CG&SW DEMO
STA 24+18.68 (28.2' LT)

END CG&SW DEMO
STA 23+90.68 (40.0' LT)

BEGIN AC DEMO
STA 24+16.44 (40.0' LT)

END AC DEMO
STA 26+23.46 (68.8' LT)

END ROAD DEMO RT (E) C&G PP FH SB PP STREET LIGHT SIGN PP STA 24+82.51 (27.5' RT)

BEGIN C&G DEMO
STA 24+78.51 (33.5' RT)

BEGIN SW DEMO
STA 24+86.18 (40.0' RT)

BEGIN DA DEMO
STA 25+05.68 (40.0' RT)

END DA DEMO
STA 23+28.21 (39.6' RT)

BEGIN DA DEMO
STA 23+36.74 (39.6' RT)

END DA DEMO
STA 25+13.51 (33.6' RT)
END SW DEMO STA 25+09.51 (27.5' RT)

END C&G DEMO WV LU PP POLE
STA 23+53.35 (39.5' RT)

BEGIN SW DEMO
STA 23+56.40 (39.5' RT)
END SW DEMO RT PP SIDEWALK UNDERDRAIN CONTROL TABLE CCS Z3(NAD83) STPL COORDS. VERT DATUM=NAVD88 POINT # 103 104 22892 23197 NORTHING 2113440.94 2113206.68 2113285.01 2113313.14 EASTING 6364031.03 6363719.95 6363895.13 6363822.69 ELEVATION 308.71 308.13 307.93 308.43 DESCRIPTION SET MAG NAIL SET MAG NAIL FD CUT FD MAG NAIL LICENSE NO: DESIGN ENGINEER: SHEETDATE: JOB NO: DRAFTED BY: CHECKED BY: OF ORIGINAL SCALE SHOWN IS ONE INCH. ADJUST SCALE FOR REDUCED OR ENLARGED PLANS. 0 1" PHASE: PROJECT NO:

FRESNO STREET RECONSTRUCTION

CITY OF FOWLER

FRESNO COUNTY

DEMOLITION & HORIZONTAL CONTROL
FRESNO STREET STA 22+00-26+00.72 SOO HO PARK 89361 P&P SHP 1/20/2026 261925022 261925022 C2 4 36 1/19/2026 10:58 PM G:\Fowler_City of-2619\261925022-Fresno Street Reconstruction\300 CAD\340 Sheet Sets\09_Demolition\C2 FRESNO STREET STA 22+00-26+00.72.dwg -Trent Pires BIDSET
1/20/2026
DATE No. REVISION BY
COPYRIGHT 2025 by PROVOST & PRITCHARD ENGINEERING
GROUP, INC. ALL RIGHTS RESERVED
The firm of Provost & Pritchard Engineering Group, Inc. expressly reserves its common law copyright and other applicable property rights in these plans. These plans are not to be reproduced, changed, or copied in any form or manner whatsoever, nor are they to be assigned to a third party without first obtaining the written permission and consent of Provost & Pritchard Engineering Group, Inc. In the event of unauthorized reuse of these plans by a third party, the third party shall hold the firm of Provost & Pritchard Engineering Group, Inc. harmless, and shall bear the cost of Provost & Pritchard Engineering Group, Inc.'s legal fees associated with defending and enforcing these rights. Know what's below. Call before you dig. WARNING POWER LINES OVERHEAD 455 W FIR AVENUE
CLOVIS, CA 93611-9166
PHONE (559) 449-2700
FAX (559) 449-2715
www.provostandpritchard.com FRESNO STREET STATIONING ALONG RIGHT-OF-WAY CENTERLINE R/W R/W R/W CONSTRUCTION CALLOUTS LOWER UTILITY LO REMOVE EXISTING CONCRETE, INCLUDING TRUNCATED DOMES CONSTRUCTION LEGEND REMOVE EXISTING AC AND AB NEATLY TO SAWCUT EDGE GRIND EXISTING AC PAVEMENT CONSTRUCTION NOTES 1. ALL IMPROVEMENTS NOT SPECIFICALLY NOTED TO BE REMOVED OR ALTERED SHALL BE PROTECTED IN PLACE UNLESS OTHERWISE APPROVED BY THE ENGINEER. 2. LIMITS OF PAVEMENT REMOVAL SHALL BE APPROVED BY ENGINEER IN FIELD PRIOR TO START OF DEMOLITION. 3. ALL SAWCUT LINES SHALL BE STRAIGHT AND CLEAN TO PROVIDE A NEAT MATCH CONDITION. 4. CONCRETE REMOVAL SHALL BE TO THE JOINT OR SCORE MARK NEAREST TO THE SAWCUT LINE SHOWN ON THE PLANS, UNLESS OTHERWISE APPROVED BY THE ENGINEER. 5. CONTRACTOR TO REMOVE ALL EXISTING CONFLICTING STRIPING. REMOVE TREE, GRIND STUMP, AND REMOVE ROOTS AS NECESSARY RT SAND BLAST EXISTING STRIPING OR MARKING OUTSIDE OF PAVEMENT REHABILITATION LIMITS SBLU LOWER UTILITY - BY OTHERS CLEAR AND GRUB PER PROJECT SPECIFICATIONS. REMOVE ANY (E) IRRIGATION AS NECESSARY TO CONSTRUCT PROPOSED IMPROVEMENTS. REPAIR TO OPERATIONAL CONDITIONS TO THE SATISFACTION OF THE ENGINEER AT EDGE OF NEW IMPROVEMENTS. PP PROTECT IN PLACE 0 15 30 60 SCALE IN FEET 36
Section 9, Item D
S
S
S
S
□

OE OE OE OE

OE OE OE OE

V V V V V V
V V V V V V V 10+00 11+00 12+00 13+00 14+00 14+81 101 102

E MAIN STREET

E MERCED STREET
STA 10+00.00 (0.0' )

INTERSECTION OF

MAIN STREET AND
1ST STREET CL
STA 10+22.84 (0.0' )

BEGIN ROAD DEMO
STA 14+57.42 (0.0' )

END ROAD DEMO
STA 14+80.53 (0.0' )

INTERSECTION OF

MERCED ST AND
1ST ST CL S 1ST STREET
STA 10+27.73 (31.8' RT)

BEGIN C&G DEMO
STA 10+34.15 (43.4' RT)

BEGIN SW DEMO
STA 14+34.27 (26.0' RT)

BEGIN SW DEMO
STA 14+35.93 (20.1' RT)

BEGIN C&G DEMO
STA 10+38.84 (19.8' LT)

END C&G DEMO
STA 10+50.31 (26.2' LT)

END SW DEMO
STA 14+42.46 (35.9' LT)

END SW DEMO
STA 14+52.37 (35.4' LT)

END C&G DEMO
STA 14+52.47 (36.4' RT)

END C&G DEM
(E) SIDEWALK (E) SIDEWALK (E) C&G (E) C&G (E) R/W (E) R/W 3' 3' 3'3' PP UT BOX PP POLE SIGN PP STA 14+32.18 (27.6' LT)

BEGIN SW DEMO
STA 14+46.36 (38.0' RT)

END SW DEMO
STA 13+51.95 (25.8' RT)

BEGIN SW DEMO
STA 13+62.47 (25.8' RT)

BEGIN SW DEMO
STA 12+51.78 (19.9' RT)

END C&G DEMO
STA 12+21.55 (25.8' RT)

END SW DEMO
STA 11+96.55 (25.7' RT)

BEGIN SW DEMO
STA 11+64.64 (19.7' RT)

BEGIN C&G DEMO
STA 10+51.43 (26.1' RT)

END SW DEMO
STA 10+39.58 (19.8' RT)

END C&G DEMO
STA 10+27.67 (36.3' LT)

BEGIN C&G DEMO
STA 10+33.79 (42.6' LT)

BEGIN SW DEMO
STA 11+09.84 (20.0' LT)

BEGIN CG&SW DEMO
STA 11+78.02 (20.0' LT)

END CG& SW DEMO RT
STA 12+86.64 (20.0' LT)

BEGIN C&G DEMO TREE
STA 13+15.35 (24.1' LT)

END SW DEMO
(E) SIDEWALK (E) SIDEWALK (E) C&G PP TREE
60'

17.7' 17.8'
(E) C&G PP
STA 12+84.85 (25.8' LT)

BEGIN SW DEMO
STA 13+34.10 (24.2' LT)

BEGIN SW DEMO
STA 13+46.10 (24.2' LT)
END SW DEMO PP DI LU TREE PP CONTROL TABLE CCS Z3(NAD83) STPL COORDS. VERT DATUM=NAVD88 POINT # 101 102 NORTHING 2114690.07 2114275.93 EASTING 6363968.85 6364302.20 ELEVATION 309.38 309.11 DESCRIPTION FD CUT SET MAG NAIL LICENSE NO: DESIGN ENGINEER: SHEETDATE: JOB NO: DRAFTED BY: CHECKED BY: OF ORIGINAL SCALE SHOWN IS ONE INCH. ADJUST SCALE FOR REDUCED OR ENLARGED PLANS. 0 1" PHASE: PROJECT NO:

FRESNO STREET RECONSTRUCTION

CITY OF FOWLER

FRESNO COUNTY

DEMOLITION & HORIZONTAL CONTROL
1ST STREET STA 10+00-15+00 SOO HO PARK 89361 P&P SHP 1/20/2026 261925022 261925022 C3 5 36 1/19/2026 10:59 PM G:\Fowler_City of-2619\261925022-Fresno Street Reconstruction\300 CAD\340 Sheet Sets\09_Demolition\C3 1ST STREET STA 10+00-15+00.dwg -Trent Pires 0 15 30 60 SCALE IN FEET
BIDSET
1/20/2026
DATE No. REVISION BY
COPYRIGHT 2025 by PROVOST & PRITCHARD ENGINEERING
GROUP, INC. ALL RIGHTS RESERVED
The firm of Provost & Pritchard Engineering Group, Inc. expressly reserves its common law copyright and other applicable property rights in these plans. These plans are not to be reproduced, changed, or copied in any form or manner whatsoever, nor are they to be assigned to a third party without first obtaining the written permission and consent of Provost & Pritchard Engineering Group, Inc. In the event of unauthorized reuse of these plans by a third party, the third party shall hold the firm of Provost & Pritchard Engineering Group, Inc. harmless, and shall bear the cost of Provost & Pritchard Engineering Group, Inc.'s legal fees associated with defending and enforcing these rights. Know what's below. Call before you dig. WARNING POWER LINES OVERHEAD 455 W FIR AVENUE
CLOVIS, CA 93611-9166
PHONE (559) 449-2700
FAX (559) 449-2715
www.provostandpritchard.com FIRST STREET STATIONING ALONG RIGHT-OF-WAY CENTERLINE CONSTRUCTION CALLOUTS LOWER UTILITY LO REMOVE EXISTING CONCRETE, INCLUDING TRUNCATED DOMES CONSTRUCTION LEGEND REMOVE EXISTING AC AND AB NEATLY TO SAWCUT EDGE GRIND EXISTING AC PAVEMENT CONSTRUCTION NOTES 1. ALL IMPROVEMENTS NOT SPECIFICALLY NOTED TO BE REMOVED OR ALTERED SHALL BE PROTECTED IN PLACE UNLESS OTHERWISE APPROVED BY THE ENGINEER. 2. LIMITS OF PAVEMENT REMOVAL SHALL BE APPROVED BY ENGINEER IN FIELD PRIOR TO START OF DEMOLITION. 3. ALL SAWCUT LINES SHALL BE STRAIGHT AND CLEAN TO PROVIDE A NEAT MATCH CONDITION. 4. CONCRETE REMOVAL SHALL BE TO THE JOINT OR SCORE MARK NEAREST TO THE SAWCUT LINE SHOWN ON THE PLANS, UNLESS OTHERWISE APPROVED BY THE ENGINEER. 5. CONTRACTOR TO REMOVE ALL EXISTING CONFLICTING STRIPING. REMOVE TREE, GRIND STUMP, AND REMOVE ROOTS AS NECESSARY RT SAND BLAST EXISTING STRIPING OR MARKING OUTSIDE OF PAVEMENT REHABILITATION LIMITS SBLU LOWER UTILITY - BY OTHERS CLEAR AND GRUB PER PROJECT SPECIFICATIONS. REMOVE ANY (E) IRRIGATION AS NECESSARY TO CONSTRUCT PROPOSED IMPROVEMENTS. REPAIR TO OPERATIONAL CONDITIONS TO THE SATISFACTION OF THE ENGINEER AT EDGE OF NEW IMPROVEMENTS. PP PROTECT IN PLACE 37 Section 9, Item D

OE OE OE

V V V V

V V V V V V V V V V V V

V V V V
V

OE OE OE

V V V V

V V V V V V V V V V V V

V V V V
V 107 S 6TH STREET
14+00
(E) SIDEWALK (E) SIDEWALK END ROAD DEMO STA 13+18.41 (0.0' RT) END ROAD DEMO STA 12+17.68 (0.0' ) (E) SIDEWALK (E) SIDEWALK END C&G DEMO STA 10+71.75 (28.2' LT) END DW DEMO STA 10+95.94 (34.2' LT)END DW DEMO STA 11+43.29 (34.0' LT) 11+00 12+00 13+00 14+00 ALIGN - Fresno St STA 14+00.52 ALIGN - 6TH STREET STA 12+73.95 LICENSE NO: DESIGN ENGINEER: SHEETDATE: JOB NO: DRAFTED BY: CHECKED BY: OF ORIGINAL SCALE SHOWN IS ONE INCH. ADJUST SCALE FOR REDUCED OR ENLARGED PLANS. 0 1" PHASE: PROJECT NO:

FRESNO STREET RECONSTRUCTION

CITY OF FOWLER

FRESNO COUNTY

DEMOLITION & HORIZONTAL CONTROL
S 6TH STREET STA 10+50 - 14+50 SOO HO PARK 89361 P&P SHP 1/20/2026 261925022 261925022 C4 6 36 1/19/2026 10:59 PM G:\Fowler_City of-2619\261925022-Fresno Street Reconstruction\300 CAD\340 Sheet Sets\09_Demolition\C4 6TH STREET STA 10+50 - 14+50.dwg -Trent Pires BIDSET
1/20/2026
DATE No. REVISION BY
COPYRIGHT 2025 by PROVOST & PRITCHARD ENGINEERING
GROUP, INC. ALL RIGHTS RESERVED
The firm of Provost & Pritchard Engineering Group, Inc. expressly reserves its common law copyright and other applicable property rights in these plans. These plans are not to be reproduced, changed, or copied in any form or manner whatsoever, nor are they to be assigned to a third party without first obtaining the written permission and consent of Provost & Pritchard Engineering Group, Inc. In the event of unauthorized reuse of these plans by a third party, the third party shall hold the firm of Provost & Pritchard Engineering Group, Inc. harmless, and shall bear the cost of Provost & Pritchard Engineering Group, Inc.'s legal fees associated with defending and enforcing these rights. Know what's below. Call before you dig. WARNING POWER LINES OVERHEAD 455 W FIR AVENUE
CLOVIS, CA 93611-9166
PHONE (559) 449-2700
FAX (559) 449-2715
www.provostandpritchard.com
0 15 30 60 SCALE IN FEET S 6TH STREET STATIONING ALONG RIGHT-OF-WAY CENTERLINE R/W R/W R/W R/W CONSTRUCTION CALLOUTS LOWER UTILITY LO REMOVE EXISTING CONCRETE, INCLUDING TRUNCATED DOMES CONSTRUCTION LEGEND REMOVE EXISTING AC AND AB NEATLY TO SAWCUT EDGE GRIND EXISTING AC PAVEMENT CONSTRUCTION NOTES 1. ALL IMPROVEMENTS NOT SPECIFICALLY NOTED TO BE REMOVED OR ALTERED SHALL BE PROTECTED IN PLACE UNLESS OTHERWISE APPROVED BY THE ENGINEER. 2. LIMITS OF PAVEMENT REMOVAL SHALL BE APPROVED BY ENGINEER IN FIELD PRIOR TO START OF DEMOLITION. 3. ALL SAWCUT LINES SHALL BE STRAIGHT AND CLEAN TO PROVIDE A NEAT MATCH CONDITION. 4. CONCRETE REMOVAL SHALL BE TO THE JOINT OR SCORE MARK NEAREST TO THE SAWCUT LINE SHOWN ON THE PLANS, UNLESS OTHERWISE APPROVED BY THE ENGINEER. 5. CONTRACTOR TO REMOVE ALL EXISTING CONFLICTING STRIPING. REMOVE TREE, GRIND STUMP, AND REMOVE ROOTS AS NECESSARY RT SAND BLAST EXISTING STRIPING OR MARKING OUTSIDE OF PAVEMENT REHABILITATION LIMITS SBLU LOWER UTILITY - BY OTHERS CLEAR AND GRUB PER PROJECT SPECIFICATIONS. REMOVE ANY (E) IRRIGATION AS NECESSARY TO CONSTRUCT PROPOSED IMPROVEMENTS. REPAIR TO OPERATIONAL CONDITIONS TO THE SATISFACTION OF THE ENGINEER AT EDGE OF NEW IMPROVEMENTS. PP PROTECT IN PLACE FOR DEMO INFO ALONG FRESNO STREET, SEE SHEETS C1 THROUGH C3 38 Section 9, Item D
S 7TH STREET E FRESNO STREET
S 6TH STREET

ALLEY ALLEY CRCR CRCR CR CRVG (E) R/W (E) R/W (E) R/W (E) R/W (E) R/W S
E
S
UE

UE UE UE
W W W
W W

SS SS OE OE OE OE OE OE OE OE

OE OE OE
W
W
W

V V V V V V V V

V V V V
V

V V V V V V V V
V V V V 10+00 11+00 12+00 13+00 14+00 15+00 PP TREE PP POLE AND GUY PP TREE WV AG AG SIGN PP SIGN PP PP SIGN SIGN PP PP POLE PP SIGN DASW AA SW SW AA VG STA 10+22.63

BEGIN FDR-C
STA 12+51.14 (33.7' RT)

MATCH (E)
STA 12+86.40 (33.8' RT)

MATCH (E)
STA 14+00.59 (56.3' RT)

END FDR-C

MATCH (E)
STA 14+00.46 (44.5' LT)

END FDR-C

MATCH (E)
(E) SIDEWALK (E) SIDEWALK (E) SIDEWALK CG

1.1% 2.8%

1.2% 2.6%

1.4% 2.8%

1.6% 3.4%

1.9% 3.4%

2.1% 3.5%

0.8% 1.8% 1.7% 2.3%

0.3% 0.2%

0.8% 0.9%

2.4% 2.2% 0+00 1+00 1+30 AC 307.32 AC 307.31 AC 307.30 AC 307.04 STA 14+00.00 GB
CR 306.97 AG SMH
80'
40' 40'

27.9' 27.9' AC 307.33
STA 12+54.15 (37.4' RT)
C 306.94
STA 12+83.41 (37.4' RT)
C 306.87

1.52%
5 292 295 300 305 310 315 292 295 300 305 310 315 10+00 11+00 12+00 13+00 14+00 15+00 EG ALONG ROAD CL FG ALONG ROAD CL FG FL (LT) STA 11+87.70
FL 306.7±

MATCH (E)
STA 13+18.11
FL 306.6±
MATCH (E) EG FL (LT) 0.1%

1.09%

1.66%

2.59%

1.08% 0.01%
STA 10+22.63 (GB)
CR 307.33
STA 14+92.24 (GB)
CR 307.03
STA 13+00.00 (GB)
CR 307.30
STA 13+68.87
LIP 306.55
STA 13+74.65
LIP 306.55
STA 14+26.24
LIP 306.38
STA 14+32.24
LIP 306.38
STA 13+71.76
FL 306.38
STA 14+29.24
FL 306.21 LICENSE NO: DESIGN ENGINEER: SHEETDATE: JOB NO: DRAFTED BY: CHECKED BY: OF ORIGINAL SCALE SHOWN IS ONE INCH. ADJUST SCALE FOR REDUCED OR ENLARGED PLANS. 0 1" PHASE: PROJECT NO:

FRESNO STREET RECONSTRUCTION

CITY OF FOWLER

FRESNO COUNTY

STREET IMPROVEMENTS
FRESNO STREET STA 10+00-15+00 SOO HO PARK 89361 P&P SHP 1/20/2026 261925022 261925022 C5 7 36 1/19/2026 10:59 PM G:\Fowler_City of-2619\261925022-Fresno Street Reconstruction\300 CAD\340 Sheet Sets\08_Plan & Profile\C5 FRESNO STREET STA 10+00-15+00.dwg -Trent Pires 0 15 30 60 SCALE IN FEET
BIDSET
1/20/2026
DATE No. REVISION BY
COPYRIGHT 2025 by PROVOST & PRITCHARD ENGINEERING
GROUP, INC. ALL RIGHTS RESERVED
The firm of Provost & Pritchard Engineering Group, Inc. expressly reserves its common law copyright and other applicable property rights in these plans. These plans are not to be reproduced, changed, or copied in any form or manner whatsoever, nor are they to be assigned to a third party without first obtaining the written permission and consent of Provost & Pritchard Engineering Group, Inc. In the event of unauthorized reuse of these plans by a third party, the third party shall hold the firm of Provost & Pritchard Engineering Group, Inc. harmless, and shall bear the cost of Provost & Pritchard Engineering Group, Inc.'s legal fees associated with defending and enforcing these rights. Know what's below. Call before you dig. WARNING POWER LINES OVERHEAD 455 W FIR AVENUE
CLOVIS, CA 93611-9166
PHONE (559) 449-2700
FAX (559) 449-2715
www.provostandpritchard.com FRESNO STREET STATIONING ALONG RIGHT-OF-WAY CENTERLINE AFTER GRINDING EXISTING AC PAVEMENT, PULVERIZE REMAINING MATERIAL AND GRADE TO RE-ESTABLISH THE GRADING PLANE. AFTER GRADING, UNIFORMLY MIX THE PULVERIZED MATERIAL WITH CEMENT AND COMPACT TO 95% RELATIVE COMPACTION TO ACHIEVE A LAYER OF FDR-C TREATED MATERIAL WITH THICKNESS AS SHOWN ON DETAIL 4, SHEET D12. MATCH EXISTING LIP OF GUTTER ELEVATION AND MAINTAIN CROSS SLOPE TO CENTERLINE CROWN ELEVATION AS SHOWN ON PLAN. CONSTRUCTION LEGEND PLACE 0.5' AC PLUG OVER 0.5' COMPACTED NATIVE SOIL. CONSTRUCTION CALLOUTS CONSTRUCT CONCRETE CURB RAMP PER CITY OF FOWLER STD DWG ST-12D CRAG ADJUST UTILITY TO GRADE CONSTRUCT NEW VALLEY GUTTER PER CITY OF FOWLER STD DWG ST-13 VG CONSTRUCTION NOTES 1. EXISTING DRIVEWAYS, CURB, AND GUTTER TO REMAIN UNLESS OTHERWISE NOTED ON PLANS. PP PROTECT IN PLACE DA CONSTRUCT RESIDENTIAL DRIVE APPROACH PER CITY OF FOWLER STD DWG ST-14 CONSTRUCT CONCRETE SIDEWALK PER CITY OF FOWLER STD DWG ST-11. TRANSITION CONCRETE TO MATCH EXISTING. SW CONSTRUCT ALLEY APPROACH PER CITY OF FOWLER STD DWG ST-16 AACG CONSTRUCT CONCRETE CURB AND GUTTER PER CITY OF FOWLER STD DWG ST-10 D11D12 D14 D13 D21 D22

MATCHLINE
15+00 SEE SHEET C6
39 Section 9, Item D
(E) R/W
(E) R/W
S 5TH STREET
S 4TH STREET

ALLEY ALLEY

ALLEY ALLEY
V V
S
D
D
FD
S
SS SS
W W W
G
G
G
G
G
W
W
W
W
W
W
W
W
W
W
SS
SS
G
G
G
G
G
G
G
W
□
□ OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE
W
W
W

W SS SS SS SS

OE OE OE OE OE OE

OT OT OT OT OT

OE OE OE OE OE OE

V V V V

V V V V
V V V V V 15+00 16+00 17+00 18+00 19+00 20+00 21+00 22+00 PP DI DI PP PPWV PP PP AG WV AG FH GV WV WV PP SIGN PP SIGN (E) SIDEWALK (E) SIDEWALK (E) SIDEWALK (E) SIDEWALK (E) SIDEWALK (E) C&G (E) C&G STA 18+00.89 (44.2' RT)

END FDR-C

MATCH (E)
STA 18+00.78 (44.2' LT)

END FDR-C

MATCH (E)
STA 20+68.15 (34.3' LT)

MATCH (E)
STA 20+98.26 (34.2' LT)

MATCH (E)
(E) SIDEWALK (E) R/W (E) R/W (E) R/W (E) R/W (E) R/W CRCR CRCR AG AG AG SW AA AA STA 21+40.01 (34.2' LT)

MATCH (E)
STA 21+51.63 (34.3' LT)

MATCH (E) PP CR PP VG PP CR
STA 16+78.52 (34.3' RT)

MATCH (E)
STA 16+84.52 (34.3' RT)

MATCH (E)

1.9%

2.9%

1.9%

3.2%

1.7%

3.9%

0.6%

0.4%

2.4%

3.4%

2.5%

3.1%

2.4%

3.0%

2.4%

2.8%

2.4%

2.8%

2.6%

2.5%

2.7%

2.7%

1.0%

3.0%

2.0%

2.7%

1.8%

2.8%

2.2% 2.4% AC 307.04 AC 307.19 AC 307.34 AC 307.64 AC 307.79 AG SMH AC 307.94 AC 308.09 SMH AG STA 18+00.84
CR 307.49
80'
40' 40'

27.8' 27.9'
STA 15+14.86 (33.6' RT)

MATCH (E)
STA 15+22.01 (33.9' RT)

MATCH (E) SW SW

1.5%
MAX

1.5%
MAX
STA 20+71.14 (33.2' LT)
C 307.78
STA 20+95.25 (33.3' LT)
C 307.75

1.5%
MAX SW

1.5%
MAX 292 295 300 305 310 315 292 295 300 305 310 315 15+00 16+00 17+00 18+00 19+00 20+00 21+00 22+00 EG ALONG ROAD CL FG ALONG ROAD CL 0.15% LICENSE NO: DESIGN ENGINEER: SHEETDATE: JOB NO: DRAFTED BY: CHECKED BY: OF ORIGINAL SCALE SHOWN IS ONE INCH. ADJUST SCALE FOR REDUCED OR ENLARGED PLANS. 0 1" PHASE: PROJECT NO:

FRESNO STREET RECONSTRUCTION

CITY OF FOWLER

FRESNO COUNTY

STREET IMPROVEMENTS
FRESNO STREET STA 15+00-22+00 SOO HO PARK 89361 P&P SHP 1/20/2026 261925022 261925022 C6 8 36 1/19/2026 10:59 PM G:\Fowler_City of-2619\261925022-Fresno Street Reconstruction\300 CAD\340 Sheet Sets\08_Plan & Profile\C6 FRESNO STREET STA 15+00-22+00.dwg -Trent Pires BIDSET
1/20/2026
DATE No. REVISION BY
COPYRIGHT 2025 by PROVOST & PRITCHARD ENGINEERING
GROUP, INC. ALL RIGHTS RESERVED
The firm of Provost & Pritchard Engineering Group, Inc. expressly reserves its common law copyright and other applicable property rights in these plans. These plans are not to be reproduced, changed, or copied in any form or manner whatsoever, nor are they to be assigned to a third party without first obtaining the written permission and consent of Provost & Pritchard Engineering Group, Inc. In the event of unauthorized reuse of these plans by a third party, the third party shall hold the firm of Provost & Pritchard Engineering Group, Inc. harmless, and shall bear the cost of Provost & Pritchard Engineering Group, Inc.'s legal fees associated with defending and enforcing these rights. Know what's below. Call before you dig. WARNING POWER LINES OVERHEAD 455 W FIR AVENUE
CLOVIS, CA 93611-9166
PHONE (559) 449-2700
FAX (559) 449-2715
www.provostandpritchard.com FRESNO STREET STATIONING ALONG RIGHT-OF-WAY CENTERLINE AFTER GRINDING EXISTING AC PAVEMENT, PULVERIZE REMAINING MATERIAL AND GRADE TO RE-ESTABLISH THE GRADING PLANE. AFTER GRADING, UNIFORMLY MIX THE PULVERIZED MATERIAL WITH CEMENT AND COMPACT TO 95% RELATIVE COMPACTION TO ACHIEVE A LAYER OF FDR-C TREATED MATERIAL WITH THICKNESS AS SHOWN ON DETAIL 4, SHEET D12. MATCH EXISTING LIP OF GUTTER ELEVATION AND MAINTAIN CROSS SLOPE TO CENTERLINE CROWN ELEVATION AS SHOWN ON PLAN. CONSTRUCTION LEGEND PLACE 0.5' AC PLUG OVER 0.5' COMPACTED NATIVE SOIL. CONSTRUCTION CALLOUTS CONSTRUCT CONCRETE CURB RAMP PER CITY OF FOWLER STD DWG ST-12D CRAG ADJUST UTILITY TO GRADE CONSTRUCT NEW VALLEY GUTTER PER CITY OF FOWLER STD DWG ST-13 VG CONSTRUCTION NOTES 1. EXISTING DRIVEWAYS, CURB, AND GUTTER TO REMAIN UNLESS OTHERWISE NOTED ON PLANS. PP PROTECT IN PLACE DA CONSTRUCT RESIDENTIAL DRIVE APPROACH PER CITY OF FOWLER STD DWG ST-14 CONSTRUCT CONCRETE SIDEWALK PER CITY OF FOWLER STD DWG ST-11. TRANSITION CONCRETE TO MATCH EXISTING. SW CONSTRUCT ALLEY APPROACH PER CITY OF FOWLER STD DWG ST-16 AACG CONSTRUCT CONCRETE CURB AND GUTTER PER CITY OF FOWLER STD DWG ST-10 0 15 30 60 SCALE IN FEET D31D32 D33D34 D41D42 D43 D51 D22

MATCHLINE
22+00 SEE SHEET C7

MATCHLINE
15+00 SEE SHEET C5
40 Section 9, Item D
S 4TH STREET

ALLEY ALLEY
S 3RD STREET
(E) R/W (E) R/W (E) R/W
EE
E
S
G
G
G
□
□
□ OE OE OE OE OE OE OE OE OE OE OE
G
G
G
G
G
G
G
W
W
W
W
W
W
W
W
W
W
W
W

W SS SS SS SS SS SS SS SS SS SS SS SS

OE OE OE OE
OE
OE

V V V V
V

V V V V

V V V V V
V V

V V V V
V 22+00 23+00 24+00 25+00 26+00 27+00 PP FH PP POLE AND GUY WV SSMH WV AG (E) SIDEWALK (E) SIDEWALK (E) C&G (E) C&G WV (E) R/W (E) R/W STA 22+00.00 (25.5' RT)

END FDR-C CR CR
STA 26+45.94 (0.0' )

END FDR-C CR CR CR VG AG AGAG SW AA DA SW AA CG SW PP PP DA PP VG

2.4%

2.4%

2.4%

2.4%

2.4%

2.4%

2.5%

3.1%

2.9%

2.2%

3.1%

3.1%

3.3%

2.8%

1.8%

2.7%

2.2%
80'
40' 40'

27.2' 27.7'

3.2% AC 308.09 AC 308.24 AC 308.39 AC 308.54 AC 308.70

1.0% 3.0% AC 308.76 WV AG 292 295 300 305 310 315 292 295 300 305 310 315 22+00 23+00 24+00 25+00 26+00 27+00 EG ALONG ROAD CL FG ALONG ROAD CL FG FL (RT) FG FL (LT) EG FL (RT) EG FL (LT) STA 26+45.94 (CL)
GB 308.76 0.15% 0.12% 0.44%
STA 25+50.10
FL 307.7±

MATCH (E)
STA 26+44.97
FL 308.1±

MATCH (E)
STA 22+44.24
FL 307.4±

MATCH (E)
STA 24+13.20
FL 307.6±
MATCH (E) LICENSE NO: DESIGN ENGINEER: SHEETDATE: JOB NO: DRAFTED BY: CHECKED BY: OF ORIGINAL SCALE SHOWN IS ONE INCH. ADJUST SCALE FOR REDUCED OR ENLARGED PLANS. 0 1" PHASE: PROJECT NO:

FRESNO STREET RECONSTRUCTION

CITY OF FOWLER

FRESNO COUNTY

STREET IMPROVEMENTS
FRESNO STREET STA 22+00-27+00 SOO HO PARK 89361 P&P SHP 1/20/2026 261925022 261925022 C7 9 36 1/19/2026 10:59 PM G:\Fowler_City of-2619\261925022-Fresno Street Reconstruction\300 CAD\340 Sheet Sets\08_Plan & Profile\C7 FRESNO STREET STA 22+00-27+00.dwg -Trent Pires BIDSET
1/20/2026
DATE No. REVISION BY
COPYRIGHT 2025 by PROVOST & PRITCHARD ENGINEERING
GROUP, INC. ALL RIGHTS RESERVED
The firm of Provost & Pritchard Engineering Group, Inc. expressly reserves its common law copyright and other applicable property rights in these plans. These plans are not to be reproduced, changed, or copied in any form or manner whatsoever, nor are they to be assigned to a third party without first obtaining the written permission and consent of Provost & Pritchard Engineering Group, Inc. In the event of unauthorized reuse of these plans by a third party, the third party shall hold the firm of Provost & Pritchard Engineering Group, Inc. harmless, and shall bear the cost of Provost & Pritchard Engineering Group, Inc.'s legal fees associated with defending and enforcing these rights. Know what's below. Call before you dig. WARNING POWER LINES OVERHEAD 455 W FIR AVENUE
CLOVIS, CA 93611-9166
PHONE (559) 449-2700
FAX (559) 449-2715
www.provostandpritchard.com FRESNO STREET STATIONING ALONG RIGHT-OF-WAY CENTERLINE AFTER GRINDING EXISTING AC PAVEMENT, PULVERIZE REMAINING MATERIAL AND GRADE TO RE-ESTABLISH THE GRADING PLANE. AFTER GRADING, UNIFORMLY MIX THE PULVERIZED MATERIAL WITH CEMENT AND COMPACT TO 95% RELATIVE COMPACTION TO ACHIEVE A LAYER OF FDR-C TREATED MATERIAL WITH THICKNESS AS SHOWN ON DETAIL 4, SHEET D12. MATCH EXISTING LIP OF GUTTER ELEVATION AND MAINTAIN CROSS SLOPE TO CENTERLINE CROWN ELEVATION AS SHOWN ON PLAN. CONSTRUCTION LEGEND PLACE 0.5' AC PLUG OVER 0.5' COMPACTED NATIVE SOIL. CONSTRUCTION CALLOUTS CONSTRUCT CONCRETE CURB RAMP PER CITY OF FOWLER STD DWG ST-12D CRAG ADJUST UTILITY TO GRADE CONSTRUCT NEW VALLEY GUTTER PER CITY OF FOWLER STD DWG ST-13 VG CONSTRUCTION NOTES 1. EXISTING DRIVEWAYS, CURB, AND GUTTER TO REMAIN UNLESS OTHERWISE NOTED ON PLANS. PP PROTECT IN PLACE DA CONSTRUCT RESIDENTIAL DRIVE APPROACH PER CITY OF FOWLER STD DWG ST-14 CONSTRUCT CONCRETE SIDEWALK PER CITY OF FOWLER STD DWG ST-11. TRANSITION CONCRETE TO MATCH EXISTING. SW CONSTRUCT ALLEY APPROACH PER CITY OF FOWLER STD DWG ST-16 AACG CONSTRUCT CONCRETE CURB AND GUTTER PER CITY OF FOWLER STD DWG ST-10 0 15 30 60 SCALE IN FEET D52D53 D61 D62 D63

MATCHLINE
22+00 SEE SHEET C6
41 Section 9, Item D
S 6TH STREET CR CRCR CR (E) R/W (E) R/W
(E) R/W

OE OE OE

V V V V

V V V V V V V V V V V V

V V V V
V
14+00 VG END FDR-C MATCH (E) STA 12+17.68 (0.0' ) END FDR-C MATCH (E) STA 13+18.42 (0.0' ) (E) R/W
(E) SIDEWALK 1.8% 0.8%

1.7% 2.3% 0.9% 0.8% STA 12+73.95 GB MATCH (E) CR 306.97 STA 10+71.74 (23.1' LT) MATCH (E) STA 12+17.78 (22.8' LT) DA DA 11+00 12+00 13+00 14+00 (E) SIDEWALK (E) SIDEWALK (E) SIDEWALK (E) SIDEWALK (E) R/W (E) R/W
FRESNO STREET 292 295 300 305 310 315 320 292 295 300 305 310 315 320 10+50 11+00 12+00 13+00 14+00 14+50 EG ALONG ROAD CL EG FL (LT) FG FL (LT) STA 10+71.75
FL 306.2±

MATCH (E)
STA 12+41.24
FL 306.25 0.05% LICENSE NO: DESIGN ENGINEER: SHEETDATE: JOB NO: DRAFTED BY: CHECKED BY: OF ORIGINAL SCALE SHOWN IS ONE INCH. ADJUST SCALE FOR REDUCED OR ENLARGED PLANS. 0 1" PHASE: PROJECT NO:

FRESNO STREET RECONSTRUCTION

CITY OF FOWLER

FRESNO COUNTY

STREET IMPROVEMENTS
6TH STREET STA 10+50 - 14+50 SOO HO PARK 89361 P&P SHP 1/20/2026 261925022 261925022 C8 10 36 1/19/2026 11:00 PM G:\Fowler_City of-2619\261925022-Fresno Street Reconstruction\300 CAD\340 Sheet Sets\08_Plan & Profile\C8 6TH STREET STA 10+50 - 14+50.dwg -Trent Pires 0 15 30 60 SCALE IN FEET
BIDSET
1/20/2026
DATE No. REVISION BY
COPYRIGHT 2025 by PROVOST & PRITCHARD ENGINEERING
GROUP, INC. ALL RIGHTS RESERVED
The firm of Provost & Pritchard Engineering Group, Inc. expressly reserves its common law copyright and other applicable property rights in these plans. These plans are not to be reproduced, changed, or copied in any form or manner whatsoever, nor are they to be assigned to a third party without first obtaining the written permission and consent of Provost & Pritchard Engineering Group, Inc. In the event of unauthorized reuse of these plans by a third party, the third party shall hold the firm of Provost & Pritchard Engineering Group, Inc. harmless, and shall bear the cost of Provost & Pritchard Engineering Group, Inc.'s legal fees associated with defending and enforcing these rights. Know what's below. Call before you dig. WARNING POWER LINES OVERHEAD 455 W FIR AVENUE
CLOVIS, CA 93611-9166
PHONE (559) 449-2700
FAX (559) 449-2715
www.provostandpritchard.com S 6TH STREET STATIONING ALONG RIGHT-OF-WAY CENTERLINE AFTER GRINDING EXISTING AC PAVEMENT, PULVERIZE REMAINING MATERIAL AND GRADE TO RE-ESTABLISH THE GRADING PLANE. AFTER GRADING, UNIFORMLY MIX THE PULVERIZED MATERIAL WITH CEMENT AND COMPACT TO 95% RELATIVE COMPACTION TO ACHIEVE A LAYER OF FDR-C TREATED MATERIAL WITH THICKNESS AS SHOWN ON DETAIL 4, SHEET D12. MATCH EXISTING LIP OF GUTTER ELEVATION AND MAINTAIN CROSS SLOPE TO CENTERLINE CROWN ELEVATION AS SHOWN ON PLAN. CONSTRUCTION LEGEND PLACE 0.5' AC PLUG OVER 0.5' COMPACTED NATIVE SOIL. CONSTRUCTION CALLOUTS CONSTRUCT CONCRETE CURB RAMP PER CITY OF FOWLER STD DWG ST-12D CRAG ADJUST UTILITY TO GRADE CONSTRUCT NEW VALLEY GUTTER PER CITY OF FOWLER STD DWG ST-13 VG CONSTRUCTION NOTES 1. EXISTING DRIVEWAYS, CURB, AND GUTTER TO REMAIN UNLESS OTHERWISE NOTED ON PLANS. PP PROTECT IN PLACE DA CONSTRUCT RESIDENTIAL DRIVE APPROACH PER CITY OF FOWLER STD DWG ST-14 CONSTRUCT CONCRETE SIDEWALK PER CITY OF FOWLER STD DWG ST-11. TRANSITION CONCRETE TO MATCH EXISTING. SW CONSTRUCT ALLEY APPROACH PER CITY OF FOWLER STD DWG ST-16 AACG CONSTRUCT CONCRETE CURB AND GUTTER PER CITY OF FOWLER STD DWG ST-10 D83 42 Section 9, Item D
S
S
S
S
□

OE OE OE OE

OE OE OE OE

V V V V V V
V V V V V V V 10+00 11+00 12+00 13+00 14+00 14+81

E MAIN STREET
E MERCED STREET S 1ST STREET CRCR CRCR (E) R/W
60'
30' 30'

19.8' DA SW DA (E) R/W (E) R/W DA (E) R/W SW CG CG 10+00 11+00 12+00 13+00 14+00 14+81

2.0%

2.3%

1.8%

1.6%

1.3%

1.3%

1.3%

2.0%

1.7% 2.4%

1.9%

1.9%

1.7%

1.7%

1.5%

1.3%

1.1%

1.4%
STA 10+22.70

BEGIN FDR-C

MATCH (E)
STA 14+57.37

END FDR-C

MATCH (E)
STA 13+51.95 (25.8' RT)

MATCH (E)
STA 13+62.47 (25.8' RT)
MATCH (E) SW AC 309.01 AC 309.19 AC 309.29 AC 308.87 AC 309.33 AC 309.34 SSMH AG EG ALONG ROAD CL 292 295 300 305 310 315 292 295 300 305 310 315 10+00 11+00 12+00 13+00 14+00 14+81 0.18% STA 10+22.70 (CL)
GB 308.87 0.03%
STA 12+50.00 (CL)
GB 309.28
STA 14+57.39 (CL)
GB 309.34

FG FL (LT) EG ALONG ROAD CL FG FL (RT)

EG FL (RT)
STA 11+64.64
FL 308.8±

MATCH (E)
STA 12+51.78
FL 308.8±

MATCH (E)
STA 12+86.64
FL 308.8±

MATCH (E) EG FL (RT)
STA 14+52.52
FL 308.9±
MATCH (E) 0.03% 0.14% LICENSE NO: DESIGN ENGINEER: SHEETDATE: JOB NO: DRAFTED BY: CHECKED BY: OF ORIGINAL SCALE SHOWN IS ONE INCH. ADJUST SCALE FOR REDUCED OR ENLARGED PLANS. 0 1" PHASE: PROJECT NO:

FRESNO STREET RECONSTRUCTION

CITY OF FOWLER

FRESNO COUNTY

STREET IMPROVEMENTS
1ST STREET STA 10+00-15+00 SOO HO PARK 89361 P&P SHP 1/20/2026 261925022 261925022 C9 11 36 1/19/2026 11:00 PM G:\Fowler_City of-2619\261925022-Fresno Street Reconstruction\300 CAD\340 Sheet Sets\08_Plan & Profile\C9 1ST STREET STA 10+00-15+00.dwg -Trent Pires BIDSET
1/20/2026
DATE No. REVISION BY
COPYRIGHT 2025 by PROVOST & PRITCHARD ENGINEERING
GROUP, INC. ALL RIGHTS RESERVED
The firm of Provost & Pritchard Engineering Group, Inc. expressly reserves its common law copyright and other applicable property rights in these plans. These plans are not to be reproduced, changed, or copied in any form or manner whatsoever, nor are they to be assigned to a third party without first obtaining the written permission and consent of Provost & Pritchard Engineering Group, Inc. In the event of unauthorized reuse of these plans by a third party, the third party shall hold the firm of Provost & Pritchard Engineering Group, Inc. harmless, and shall bear the cost of Provost & Pritchard Engineering Group, Inc.'s legal fees associated with defending and enforcing these rights. Know what's below. Call before you dig. WARNING POWER LINES OVERHEAD 455 W FIR AVENUE
CLOVIS, CA 93611-9166
PHONE (559) 449-2700
FAX (559) 449-2715
www.provostandpritchard.com
AFTER GRINDING EXISTING AC PAVEMENT, PULVERIZE REMAINING MATERIAL AND GRADE TO RE-ESTABLISH THE GRADING PLANE. AFTER GRADING, UNIFORMLY MIX THE PULVERIZED MATERIAL WITH CEMENT AND COMPACT TO 95% RELATIVE COMPACTION TO ACHIEVE A LAYER OF FDR-C TREATED MATERIAL WITH THICKNESS AS SHOWN ON DETAIL 4, SHEET D12. MATCH EXISTING LIP OF GUTTER ELEVATION AND MAINTAIN CROSS SLOPE TO CENTERLINE CROWN ELEVATION AS SHOWN ON PLAN. CONSTRUCTION LEGEND PLACE 0.5' AC PLUG OVER 0.5' COMPACTED NATIVE SOIL. CONSTRUCTION CALLOUTS CONSTRUCT CONCRETE CURB RAMP PER CITY OF FOWLER STD DWG ST-12D CRAG ADJUST UTILITY TO GRADE CONSTRUCT NEW VALLEY GUTTER PER CITY OF FOWLER STD DWG ST-13 VG CONSTRUCTION NOTES 1. EXISTING DRIVEWAYS, CURB, AND GUTTER TO REMAIN UNLESS OTHERWISE NOTED ON PLANS. PP PROTECT IN PLACE DA CONSTRUCT RESIDENTIAL DRIVE APPROACH PER CITY OF FOWLER STD DWG ST-14 CONSTRUCT CONCRETE SIDEWALK PER CITY OF FOWLER STD DWG ST-11. TRANSITION CONCRETE TO MATCH EXISTING. SW CONSTRUCT ALLEY APPROACH PER CITY OF FOWLER STD DWG ST-16 AACG CONSTRUCT CONCRETE CURB AND GUTTER PER CITY OF FOWLER STD DWG ST-10 FIRST STREET STATIONING ALONG RIGHT-OF-WAY CENTERLINE 0 15 30 60 SCALE IN FEET D71D72 D74 D81 D82 D73 43
Section 9, Item D
E
UE

UE UE UE
W W W
W W

SS SS OE OE OE OE OE OE OE OE OE

OE OE OE
W
W
W

V V V V V V V V

V V V V
V

V V V V V V V V

V V V V

MATCHLINE
15+00 SEE BELOW LEFT 10+00 11+00 12+00 13+00 14+00 15+00

28.1' 28'
80'
8' (TYP)
STA 10+30.44 (26.3' LT)
STA 10+41.52 (0.0' RT)
STA 14+42.21 (0.0' RT)
STA 13+69.66 (27.6' RT)
STA 14+26.29 (30.8' LT) STA 14+26.24 (30.6' RT)
STA 13+58.68 (0.0' )
STA 13+69.70 (27.9' LT)
8'(TYP)
STA 14+00.11 (44.5' LT)
STA 14+00.35 (56.3' RT)
STA 13+74.65 (31.1' LT)
STA 13+74.65 (30.7' RT)
STA 14+31.22 (27.5' RT)
8'(TYP)
STA 14+31.22 (27.7' LT)
8'(TYP)
STA 10+30.60 (26.4' RT)
V V
S
D
D
FD
S
SS SS
W W W
G
G
G
G
G
W
W
W
W
W
W
W
W
W
W
SS
SS
G
G
G
G
G
G
G
W
□
□ OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE
W
W
W

W SS SS SS SS

OE OE OE OE OE OE

OT OT OT OT OT

OE OE OE OE OE OE

V V V V

V V V V

V V V V V

MATCHLINE
15+00 SEE ABOVE RIGHT

MATCHLINE
22+00 SEE SHEET S2 15+00 16+00 17+00 18+00 19+00 20+00 21+00 22+00 28' 28'
80'
40' 40'
STA 17+70.40 (26.8' LT)
STA 17+74.75 (30.8' LT)
STA 18+31.19 (26.6' LT)
STA 18+42.54 (0.0' )
STA 18+27.39 (30.5' RT)
STA 17+59.11 (0.0' )
STA 21+59.12 (0.0' LT)
STA 21+73.20 (30.7' LT) STA 21+74.67 (30.7' RT) 8' (TYP) STA 21+69.90 (25.9' RT) STA 21+70.08 (25.8' LT)
STA 18+31.45 (26.4' RT)
STA 18+27.36 (30.7' LT)
STA 17+74.59 (30.8' RT)
STA 17+69.88 (26.1' RT)
STA 18+00.68 (44.2' LT)
STA 18+00.65 (44.1' RT)
0 15 30 60 SCALE IN FEET
BIDSET
1/20/2026
DATE No. REVISION BY
COPYRIGHT 2025 by PROVOST & PRITCHARD ENGINEERING
GROUP, INC. ALL RIGHTS RESERVED
The firm of Provost & Pritchard Engineering Group, Inc. expressly reserves its common law copyright and other applicable property rights in these plans. These plans are not to be reproduced, changed, or copied in any form or manner whatsoever, nor are they to be assigned to a third party without first obtaining the written permission and consent of Provost & Pritchard Engineering Group, Inc. In the event of unauthorized reuse of these plans by a third party, the third party shall hold the firm of Provost & Pritchard Engineering Group, Inc. harmless, and shall bear the cost of Provost & Pritchard Engineering Group, Inc.'s legal fees associated with defending and enforcing these rights. Know what's below. Call before you dig. WARNING POWER LINES OVERHEAD 455 W FIR AVENUE
CLOVIS, CA 93611-9166
PHONE (559) 449-2700
FAX (559) 449-2715
www.provostandpritchard.com FRESNO STREET STATIONING ALONG RIGHT-OF-WAY CENTERLINE FRESNO STREET STATIONING ALONG RIGHT-OF-WAY CENTERLINE 7TH STREET
ALLEY
6TH STREET
ALLEY
5TH STREET
4TH STREET R/W R/W R/W R/W R/W R/W R/W R/W (E) CURB & GUTTER (E) CURB & GUTTER (E) CURB & GUTTER (E) CURB & GUTTER (E) TREE (TYP.) CW DY 320' ST PP (E) R1-1 ST ST ST ST PP (E) R1-1 (E) R1-1 PP ST ST ST CW CW DY 320' CW CW CWCW DY 320' DY 320' CW (E) R1-1 PP PP (E) R1-1 (E) R1-1PP DY 3' DY 3' DY 14' DY 3' PP (E) R1-1PP (E) R1-1 SIGNING & STRIPING LEGEND # PAINT STRIPE DETAIL NO. PER STATE STANDARD PLANS. SEE NOTE 1. DS PAINT DRIVEWAY BIKE LANE MARKINGS PER DETAIL. SEE NOTES. IS PAINT INTERSECTION BIKE LANE MARKINGS PER DETAIL. SEE NOTES. SH PAINT SHARED ROADWAY BICYCLE MARKING PER DETAIL. SEE NOTES. AS PAINT ALLEY BIKE LANE MARKINGS PER DETAIL. SEE NOTES. D132D133D134D131 DY 4" DOUBLE YELLOW CENTERLINE, DETAIL 22. INSTALL WHITE LADDER STYLE CROSS WALK PER CITY DETAIL ST-21. INSTALL SIGN WITH FOUNDATION PER CITY STANDARD DWG ST-18.

S INSTALL WHITE STANDARD CROSS WALK PER CITY DETAIL ST-20. INSTALL YELLOW LADDER STYLE CROSS WALK PER DETAIL. SEE NOTES. PAINT PARALLEL PARKING STALL PER CITY STANDARD M-2. D135D136D137D136 S1 INSTALL SIGN ON EXISTING POST. CWLWPSYW "STOP" PAVEMENT MARKING PER CALTRANS STANDARD PLAN A24D "SLOW" PAVEMENT MARKING PER CALTRANS STANDARD PLAN A24D "SCHOOL" PAVEMENT MARKING PER CALTRANS STANDARD PLAN A24D "XING" PAVEMENT MARKING PER CALTRANS STANDARD PLAN A24D SCSLSTXI SB SAND BLAST EXISTING STRIPING OR MARKING AS SHOWN ON PLAN NOTES 1. ALL CROSSWALKS SHALL BE THERMOPLASTIC, PER STATE STANDARD SPECIFICATIONS. 2. ALL STRIPING SHALL BE PAINTED, PER STATE STANDARD SPECIFICATIONS. 3. GREEN PAINT SHALL BE 98 2 METHYL METHACRYLATE (MMA)

INTERMIXED WITH HARD-WEARING AGGREGATE (MOHS
HARDNESS > 7). THE FINISHED APPLICATION SHALL BE 90MILS THICK, COLOR STABLE WITH >60 BPN SLIPRESISTANCE. TYPE ENNIS-FLINT "MMAX", TRANSPO "COLOR SAFE", OR APPROVED EQUAL.

4. LANE WIDTH DIMENSIONS SHOWN DENOTE FACE OF CURB,
EDGE OF PAVEMENT, AND/OR CENTER OF STRIPE. LICENSE NO: DESIGN ENGINEER: SHEETDATE: JOB NO: DRAFTED BY: CHECKED BY: OF ORIGINAL SCALE SHOWN IS ONE INCH. ADJUST SCALE FOR REDUCED OR ENLARGED PLANS. 0 1" PHASE: PROJECT NO:

FRESNO STREET RECONSTRUCTION

CITY OF FOWLER

FRESNO COUNTY

SIGNAGE & STRIPING PLANS
FRESNO STREET STA 10+00-22+00 SOO HO PARK 89361 P&P SHP 1/20/2026 261925022 261925022 S1 12 36 1/19/2026 11:00 PM G:\Fowler_City of-2619\261925022-Fresno Street Reconstruction\300 CAD\340 Sheet Sets\10_Signage & Striping\S1 FRESNO STREET STA 10+00-22+00.dwg -Trent Pires MATCHLINE SEE SHEET S6 MATCHLINE SEE SHEET S8 44 Section 9, Item D
E
E
EE
S
G
G
G
□
□
□ OE OE OE OE OE OE OE OE OE OE OE
G
G
G
G
G
G
G
W
W
W
W
W
W
W
W
W
W
W
W
W

W SS SS SS SS SS SS SS SS SS SS SS SS

OE OE OE OE
OE
OE

V V V V
V

V V V V

V V V V V
V V

V V V V
V

MATCHLINE
22+00 SEE SHEET S1 22+00 23+00 24+00 25+00 26+00 27+00
STA 22+42.77 (0.0' )
STA 25+68.41 (0.3' RT)
STA 25+72.87 (30.5' LT)
STA 26+31.69 (25.7' LT)
80'
28' 27.5' 8' 32' (TYP)
STA 22+31.87 (26.3' LT)
STA 26+30.47 (25.8' RT)
STA 26+41.94 (0.4' LT) STA 26+28.33 (31.1' LT)
STA 26+45.92 (0.4' LT)
STA 22+31.67 (26.0' RT)
STA 26+00.78 (44.4' LT) 100' LICENSE NO: DESIGN ENGINEER: SHEETDATE: JOB NO: DRAFTED BY: CHECKED BY: OF ORIGINAL SCALE SHOWN IS ONE INCH. ADJUST SCALE FOR REDUCED OR ENLARGED PLANS. 0 1" PHASE: PROJECT NO:

FRESNO STREET RECONSTRUCTION

CITY OF FOWLER

FRESNO COUNTY

SIGNAGE & STRIPING PLANS
FRESNO STREET STA 22+00-26+00.72 SOO HO PARK 89361 P&P SHP 1/20/2026 261925022 261925022 S2 13 36 1/19/2026 11:01 PM G:\Fowler_City of-2619\261925022-Fresno Street Reconstruction\300 CAD\340 Sheet Sets\10_Signage & Striping\S2 FRESNO STREET STA 22+00-26+00.72.dwg -Trent Pires 0 15 30 60 SCALE IN FEET
BIDSET
1/20/2026
DATE No. REVISION BY
COPYRIGHT 2025 by PROVOST & PRITCHARD ENGINEERING
GROUP, INC. ALL RIGHTS RESERVED
The firm of Provost & Pritchard Engineering Group, Inc. expressly reserves its common law copyright and other applicable property rights in these plans. These plans are not to be reproduced, changed, or copied in any form or manner whatsoever, nor are they to be assigned to a third party without first obtaining the written permission and consent of Provost & Pritchard Engineering Group, Inc. In the event of unauthorized reuse of these plans by a third party, the third party shall hold the firm of Provost & Pritchard Engineering Group, Inc. harmless, and shall bear the cost of Provost & Pritchard Engineering Group, Inc.'s legal fees associated with defending and enforcing these rights. Know what's below. Call before you dig. WARNING POWER LINES OVERHEAD 455 W FIR AVENUE
CLOVIS, CA 93611-9166
PHONE (559) 449-2700
FAX (559) 449-2715
www.provostandpritchard.com FRESNO STREET STATIONING ALONG RIGHT-OF-WAY CENTERLINE 3RD STREET
4TH STREET

ALLEY R/W R/W R/W R/W (E) CURB & GUTTER
(E) TREE (TYP.)
(E) CURB & GUTTER ST DY 325' YW YW YW SL SC XI (E) SW24-2 PP (E) R1-1PP DY 4' (E) R1-1PP (E) STREET SIGN PP SIGNING & STRIPING LEGEND # PAINT STRIPE DETAIL NO. PER STATE STANDARD PLANS. SEE NOTE 1. DS PAINT DRIVEWAY BIKE LANE MARKINGS PER DETAIL. SEE NOTES. IS PAINT INTERSECTION BIKE LANE MARKINGS PER DETAIL. SEE NOTES. SH PAINT SHARED ROADWAY BICYCLE MARKING PER DETAIL. SEE NOTES. AS PAINT ALLEY BIKE LANE MARKINGS PER DETAIL. SEE NOTES. D132D133D134D131 DY 4" DOUBLE YELLOW CENTERLINE, DETAIL 22. INSTALL WHITE LADDER STYLE CROSS WALK PER CITY DETAIL ST-21. INSTALL SIGN WITH FOUNDATION PER CITY STANDARD DWG ST-18.

S INSTALL WHITE STANDARD CROSS WALK PER CITY DETAIL ST-20. INSTALL YELLOW LADDER STYLE CROSS WALK PER DETAIL. SEE NOTES. PAINT PARALLEL PARKING STALL PER CITY STANDARD M-2. D135D136D137D136 S1 INSTALL SIGN ON EXISTING POST. CWLWPSYW "STOP" PAVEMENT MARKING PER CALTRANS STANDARD PLAN A24D "SLOW" PAVEMENT MARKING PER CALTRANS STANDARD PLAN A24D "SCHOOL" PAVEMENT MARKING PER CALTRANS STANDARD PLAN A24D "XING" PAVEMENT MARKING PER CALTRANS STANDARD PLAN A24D SCSLSTXI SB SAND BLAST EXISTING STRIPING OR MARKING AS SHOWN ON PLAN NOTES 1. ALL CROSSWALKS SHALL BE THERMOPLASTIC, PER STATE STANDARD SPECIFICATIONS. 2. ALL STRIPING SHALL BE PAINTED, PER STATE STANDARD SPECIFICATIONS. 3. GREEN PAINT SHALL BE 98 2 METHYL METHACRYLATE (MMA)

INTERMIXED WITH HARD-WEARING AGGREGATE (MOHS
HARDNESS > 7). THE FINISHED APPLICATION SHALL BE 90MILS THICK, COLOR STABLE WITH >60 BPN SLIPRESISTANCE. TYPE ENNIS-FLINT "MMAX", TRANSPO "COLOR SAFE", OR APPROVED EQUAL.

4. LANE WIDTH DIMENSIONS SHOWN DENOTE FACE OF CURB,
EDGE OF PAVEMENT, AND/OR CENTER OF STRIPE. MATCHLINE SEE SHEET S8 MATCHLINE SEE SHEET S8 DY3' S SW24-3 (CA)
INSTALL SW24-2(CA) SIGN

ON (E) STREET LIGHT POLE
45 Section 9, Item D
S
S
S
S
□

OE OE OE OE

OE OE OE OE

V V V V V V

V V V V V V V
60'

19.7' 20.1'
STA 10+30.87 (18.4' LT)
STA 10+41.74 (0.1' LT)
STA 14+38.89 (0.1' LT)
STA 14+49.80 (18.3' LT)
8' (TYP) 10+00 11+00 12+00 13+00 14+00 14+81
STA 14+48.98 (18.0' RT)
STA 10+31.48 (18.3' RT)
8' (TYP) SH 50' 100' TYP
13'± 100' TYP 50'
13'±
7'±
7'± LICENSE NO: DESIGN ENGINEER: SHEETDATE: JOB NO: DRAFTED BY: CHECKED BY: OF ORIGINAL SCALE SHOWN IS ONE INCH. ADJUST SCALE FOR REDUCED OR ENLARGED PLANS. 0 1" PHASE: PROJECT NO:

FRESNO STREET RECONSTRUCTION

CITY OF FOWLER

FRESNO COUNTY

SIGNAGE & STRIPING PLANS
1ST STREET STA 10+00-15+00 SOO HO PARK 89361 P&P SHP 1/20/2026 261925022 261925022 S3 14 36 1/19/2026 11:01 PM G:\Fowler_City of-2619\261925022-Fresno Street Reconstruction\300 CAD\340 Sheet Sets\10_Signage & Striping\S3 1ST STREET STA 10+00-15+00.dwg -Trent Pires 0 15 30 60 SCALE IN FEET
BIDSET
1/20/2026
DATE No. REVISION BY
COPYRIGHT 2025 by PROVOST & PRITCHARD ENGINEERING
GROUP, INC. ALL RIGHTS RESERVED
The firm of Provost & Pritchard Engineering Group, Inc. expressly reserves its common law copyright and other applicable property rights in these plans. These plans are not to be reproduced, changed, or copied in any form or manner whatsoever, nor are they to be assigned to a third party without first obtaining the written permission and consent of Provost & Pritchard Engineering Group, Inc. In the event of unauthorized reuse of these plans by a third party, the third party shall hold the firm of Provost & Pritchard Engineering Group, Inc. harmless, and shall bear the cost of Provost & Pritchard Engineering Group, Inc.'s legal fees associated with defending and enforcing these rights. Know what's below. Call before you dig. WARNING POWER LINES OVERHEAD 455 W FIR AVENUE
CLOVIS, CA 93611-9166
PHONE (559) 449-2700
FAX (559) 449-2715
www.provostandpritchard.com FIRST STREET STATIONING ALONG RIGHT-OF-WAY CENTERLINE

MAIN STREET

MERCED STREET R/W R/W R/W (E) CURB & GUTTER
(E) TREE (TYP.)
(E) CURB & GUTTER ST DY 400' YW YW ST (E) R1-1 PP PP (E) STREET SIGN SIGNING & STRIPING LEGEND # PAINT STRIPE DETAIL NO. PER STATE STANDARD PLANS. SEE NOTE 1. DS PAINT DRIVEWAY BIKE LANE MARKINGS PER DETAIL. SEE NOTES. IS PAINT INTERSECTION BIKE LANE MARKINGS PER DETAIL. SEE NOTES. SH PAINT SHARED ROADWAY BICYCLE MARKING PER DETAIL. SEE NOTES. AS PAINT ALLEY BIKE LANE MARKINGS PER DETAIL. SEE NOTES. D132D133D134D131 DY 4" DOUBLE YELLOW CENTERLINE, DETAIL 22. INSTALL WHITE LADDER STYLE CROSS WALK PER CITY DETAIL ST-21. INSTALL SIGN WITH FOUNDATION PER CITY STANDARD DWG ST-18.

S INSTALL WHITE STANDARD CROSS WALK PER CITY DETAIL ST-20. INSTALL YELLOW LADDER STYLE CROSS WALK PER DETAIL. SEE NOTES. PAINT PARALLEL PARKING STALL PER CITY STANDARD M-2. D135D136D137D136 S1 INSTALL SIGN ON EXISTING POST. CWLWPSYW "STOP" PAVEMENT MARKING PER CALTRANS STANDARD PLAN A24D "SLOW" PAVEMENT MARKING PER CALTRANS STANDARD PLAN A24D "SCHOOL" PAVEMENT MARKING PER CALTRANS STANDARD PLAN A24D "XING" PAVEMENT MARKING PER CALTRANS STANDARD PLAN A24D SCSLSTXI SB SAND BLAST EXISTING STRIPING OR MARKING AS SHOWN ON PLAN NOTES 1. ALL CROSSWALKS SHALL BE THERMOPLASTIC, PER STATE STANDARD SPECIFICATIONS. 2. ALL STRIPING SHALL BE PAINTED, PER STATE STANDARD SPECIFICATIONS. 3. GREEN PAINT SHALL BE 98 2 METHYL METHACRYLATE (MMA)

INTERMIXED WITH HARD-WEARING AGGREGATE (MOHS
HARDNESS > 7). THE FINISHED APPLICATION SHALL BE 90MILS THICK, COLOR STABLE WITH >60 BPN SLIPRESISTANCE. TYPE ENNIS-FLINT "MMAX", TRANSPO "COLOR SAFE", OR APPROVED EQUAL.

4. LANE WIDTH DIMENSIONS SHOWN DENOTE FACE OF CURB,
EDGE OF PAVEMENT, AND/OR CENTER OF STRIPE.

MATCHLINE SEE SHEET S12
S R81(CA) REMOVE (E) SW24-1
S SW24-1
S R1-1 46
Section 9, Item D
39 64' 39 82' 39 46' 39 26' 39 110' 39 32' 39 64' 39 36' 39 91' 39 158' 39 225' 39 24' 39 83' 39 40' 39 39' 39 53' 39 48' 39 25' 39 35' 39 14' 39 33' 39 38' DS 30' DS 14' DS 14' DS 14' DS 14' DS 14' DS 14' DS 14' DS 14' DS 14' DS 20' DS 14' DS 14' DS 14' DS 14' DS 14' DS 14' DS 14' DS 14' S
S
S
S CW IS 55' CW

W MERCED ST
R81(CA)
R81(CA)
R81(CA)
R81(CA)

FRESNO ST
MAIN ST MAIN ST 25' 25' 25' 25' 25' 25' 25' 25'
10'± 10'±
12'±
5'
12'±
5'
10'± 10'±
12'±
5'
12'±
5' 3' 2' 39 137' 39 83' 39 262' 39 191' 39 85' 39 84' 39 97' 39 30' 39 35' 39 91' 39 87' 39 30' 39 46' 39 26' 39 25' 39 84' DS 38' DS 38' DS 30' DS 30' DS 14' DS 44' DS 14' DS 14' DS 30' IS 70' DS 14' DS 38' DS 14' DS 14' S
S
S
S CW

MAIN ST

W MERCED ST
R81(CA) R81(CA)
R81(CA)

FRESNO ST
R81(CA) 25' 25' 25' 25' 25' 25'
10'±
13'±
5'
13'±
5'
10'± LICENSE NO: DESIGN ENGINEER: SHEETDATE: JOB NO: DRAFTED BY: CHECKED BY: OF ORIGINAL SCALE SHOWN IS ONE INCH. ADJUST SCALE FOR REDUCED OR ENLARGED PLANS. 0 1" PHASE: PROJECT NO:

FRESNO STREET RECONSTRUCTION

CITY OF FOWLER

FRESNO COUNTY

SIGNAGE & STRIPING PLANS
10TH AND 9TH ST SOO HO PARK 89361P&P SHP 1/20/2026 261925022 261925022 S4 15 36 1/19/2026 11:20 PM G:\Fowler_City of-2619\261923135-Bikeway to Transit\300 CAD\340 Sheet Sets\02_Plans_Maps\S4 10TH AND 9TH ST.dwg -Trent Pires 0 15 30 60 SCALE IN FEET S 9TH ST SIGNING & STRIPING LEGEND INSTALL WHITE LADDER STYLE CROSS WALK PER CITY DETAIL ST-21. # PAINT STRIPE DETAIL NO. PER STATE STANDARD PLANS. SEE NOTE 1. DS PAINT DRIVEWAY BIKE LANE MARKINGS PER DETAIL. SEE NOTES. IS PAINT INTERSECTION BIKE LANE MARKINGS PER DETAIL. SEE NOTES. SH PAINT SHARED ROADWAY BICYCLE MARKING PER DETAIL. SEE NOTES. AS PAINT ALLEY BIKE LANE MARKINGS PER DETAIL. SEE NOTES. NOTES 1. ALL CROSSWALKS SHALL BE THERMOPLASTIC, PER STATE STANDARD SPECIFICATIONS. 2. ALL STRIPING SHALL BE PAINTED, PER STATE STANDARD SPECIFICATIONS. 3. GREEN PAINT SHALL BE 98 2 METHYL METHACRYLATE (MMA)

INTERMIXED WITH HARD-WEARING AGGREGATE (MOHS
HARDNESS > 7). THE FINISHED APPLICATION SHALL BE 90
MILS THICK, COLOR STABLE WITH >60 BPN SLIPRESISTANCE. TYPE ENNIS-FLINT "MMAX", TRANSPO "COLOR SAFE", OR APPROVED EQUAL.

4. LANE WIDTH DIMENSIONS SHOWN DENOTE FACE OF CURB,
EDGE OF PAVEMENT, AND/OR CENTER OF STRIPE. INSTALL SIGN WITH FOUNDATION PER CITY STANDARD DWG ST-18.

S INSTALL WHITE STANDARD CROSS WALK PER CITY DETAIL ST-20. INSTALL YELLOW LADDER STYLE CROSS WALK PER DETAIL. SEE NOTES. PAINT PARALLEL PARKING STALL PER CITY D13 STANDARD M-2. 2D133D134D131 D135D136D137D136 "STOP" PAVEMENT MARKING PER CALTRANS STANDARD PLAN A24D "SLOW" PAVEMENT MARKING PER CALTRANS STANDARD PLAN A24D "SCHOOL" PAVEMENT MARKING PER CALTRANS STANDARD PLAN A24D "XING" PAVEMENT MARKING PER CALTRANS STANDARD PLAN A24D S1 INSTALL SIGN ON EXISTING POST. CWLWPSYW SCSLSTXI DY 4" DOUBLE YELLOW CENTERLINE, DETAIL 22. SB SAND BLAST EXISTING STRIPING OR MARKING AS SHOWN ON PLAN S 10TH ST BIDSET
1/20/2026
DATE No. REVISION BY
COPYRIGHT 2025 by PROVOST & PRITCHARD ENGINEERING
GROUP, INC. ALL RIGHTS RESERVED
The firm of Provost & Pritchard Engineering Group, Inc. expressly reserves its common law copyright and other applicable property rights in these plans. These plans are not to be reproduced, changed, or copied in any form or manner whatsoever, nor are they to be assigned to a third party without first obtaining the written permission and consent of Provost & Pritchard Engineering Group, Inc. In the event of unauthorized reuse of these plans by a third party, the third party shall hold the firm of Provost & Pritchard Engineering Group, Inc. harmless, and shall bear the cost of Provost & Pritchard Engineering Group, Inc.'s legal fees associated with defending and enforcing these rights. Know what's below. Call before you dig. WARNING POWER LINES OVERHEAD 455 W FIR AVENUE
CLOVIS, CA 93611-9166
PHONE (559) 449-2700
FAX (559) 449-2715
www.provostandpritchard.com
47 Section 9, Item D
SH

E MERCED ST

E MAIN ST
E MERCED ST 50' 50' 100' TYP 100' TYP 50'
12'± 12'±
15'±
15'± D92 D94 LICENSE NO: DESIGN ENGINEER: SHEETDATE: JOB NO: DRAFTED BY: CHECKED BY: OF ORIGINAL SCALE SHOWN IS ONE INCH. ADJUST SCALE FOR REDUCED OR ENLARGED PLANS. 0 1" PHASE: PROJECT NO:

FRESNO STREET RECONSTRUCTION

CITY OF FOWLER

FRESNO COUNTY

SIGNAGE & STRIPING PLANS
7TH ST SOO HO PARK 89361P&P SHP 1/20/2026 261925022 261925022 S5 16 36 1/19/2026 11:02 PM G:\Fowler_City of-2619\261923135-Bikeway to Transit\300 CAD\340 Sheet Sets\02_Plans_Maps\S5 7TH ST.dwg -Trent Pires 0 15 30 60 SCALE IN FEET SIGNING & STRIPING LEGEND INSTALL WHITE LADDER STYLE CROSS WALK PER CITY DETAIL ST-21. # PAINT STRIPE DETAIL NO. PER STATE STANDARD PLANS. SEE NOTE 1. DS PAINT DRIVEWAY BIKE LANE MARKINGS PER DETAIL. SEE NOTES. IS PAINT INTERSECTION BIKE LANE MARKINGS PER DETAIL. SEE NOTES. SH PAINT SHARED ROADWAY BICYCLE MARKING PER DETAIL. SEE NOTES. AS PAINT ALLEY BIKE LANE MARKINGS PER DETAIL. SEE NOTES. NOTES 1. ALL CROSSWALKS SHALL BE THERMOPLASTIC, PER STATE STANDARD SPECIFICATIONS. 2. ALL STRIPING SHALL BE PAINTED, PER STATE STANDARD SPECIFICATIONS. 3. GREEN PAINT SHALL BE 98 2 METHYL METHACRYLATE (MMA)

INTERMIXED WITH HARD-WEARING AGGREGATE (MOHS
HARDNESS > 7). THE FINISHED APPLICATION SHALL BE 90
MILS THICK, COLOR STABLE WITH >60 BPN SLIPRESISTANCE. TYPE ENNIS-FLINT "MMAX", TRANSPO "COLOR SAFE", OR APPROVED EQUAL.

4. LANE WIDTH DIMENSIONS SHOWN DENOTE FACE OF CURB,
EDGE OF PAVEMENT, AND/OR CENTER OF STRIPE. INSTALL SIGN WITH FOUNDATION PER CITY STANDARD DWG ST-18.

S INSTALL WHITE STANDARD CROSS WALK PER CITY DETAIL ST-20. INSTALL YELLOW LADDER STYLE CROSS WALK PER DETAIL. SEE NOTES. PAINT PARALLEL PARKING STALL PER CITY D13 STANDARD M-2. 2D133D134D131 D135D136D137D136 "STOP" PAVEMENT MARKING PER CALTRANS STANDARD PLAN A24D "SLOW" PAVEMENT MARKING PER CALTRANS STANDARD PLAN A24D "SCHOOL" PAVEMENT MARKING PER CALTRANS STANDARD PLAN A24D "XING" PAVEMENT MARKING PER CALTRANS STANDARD PLAN A24D S1 INSTALL SIGN ON EXISTING POST. CWLWPSYW SCSLSTXI DY 4" DOUBLE YELLOW CENTERLINE, DETAIL 22. SB SAND BLAST EXISTING STRIPING OR MARKING AS SHOWN ON PLAN S 7TH ST BIDSET
1/20/2026
DATE No. REVISION BY
COPYRIGHT 2025 by PROVOST & PRITCHARD ENGINEERING
GROUP, INC. ALL RIGHTS RESERVED
The firm of Provost & Pritchard Engineering Group, Inc. expressly reserves its common law copyright and other applicable property rights in these plans. These plans are not to be reproduced, changed, or copied in any form or manner whatsoever, nor are they to be assigned to a third party without first obtaining the written permission and consent of Provost & Pritchard Engineering Group, Inc. In the event of unauthorized reuse of these plans by a third party, the third party shall hold the firm of Provost & Pritchard Engineering Group, Inc. harmless, and shall bear the cost of Provost & Pritchard Engineering Group, Inc.'s legal fees associated with defending and enforcing these rights. Know what's below. Call before you dig. WARNING POWER LINES OVERHEAD 455 W FIR AVENUE
CLOVIS, CA 93611-9166
PHONE (559) 449-2700
FAX (559) 449-2715
www.provostandpritchard.com
MATCHLINE SEE SHEET S11
48 Section 9, Item D
SH SH

E FRESNO ST E FRESNO ST
E MAIN ST E MAIN ST 50' 100' TYP 100' TYP 50' 50'
13'±
13'±
13'±
15'±
14'± SH SH
E MERCED ST E MERCED ST 100' TYP 100' TYP 50' 50' 100' TYP 13'±
20'±
13'±
13'±
15'±
15'±
15'±
14'± LICENSE NO: DESIGN ENGINEER: SHEETDATE: JOB NO: DRAFTED BY: CHECKED BY: OF ORIGINAL SCALE SHOWN IS ONE INCH. ADJUST SCALE FOR REDUCED OR ENLARGED PLANS. 0 1" PHASE: PROJECT NO:

FRESNO STREET RECONSTRUCTION

CITY OF FOWLER

FRESNO COUNTY

SIGNAGE & STRIPING PLANS
5TH ST - FRESNO ST TO MERCED ST SOO HO PARK 89361P&P SHP 1/20/2026 261925022 261925022 S6 17 36 1/19/2026 11:02 PM G:\Fowler_City of-2619\261923135-Bikeway to Transit\300 CAD\340 Sheet Sets\02_Plans_Maps\S6 5TH ST - FRESNO ST TO MERCED ST.dwg -Trent Pires 0 15 30 60 SCALE IN FEET S 5TH ST
MATCHLINE SEE BELOW LEFT SIGNING & STRIPING LEGEND INSTALL WHITE LADDER STYLE CROSS WALK PER CITY DETAIL ST-21. # PAINT STRIPE DETAIL NO. PER STATE STANDARD PLANS. SEE NOTE 1. DS PAINT DRIVEWAY BIKE LANE MARKINGS PER DETAIL. SEE NOTES. IS PAINT INTERSECTION BIKE LANE MARKINGS PER DETAIL. SEE NOTES. SH PAINT SHARED ROADWAY BICYCLE MARKING PER DETAIL. SEE NOTES. AS PAINT ALLEY BIKE LANE MARKINGS PER DETAIL. SEE NOTES. NOTES 1. ALL CROSSWALKS SHALL BE THERMOPLASTIC, PER STATE STANDARD SPECIFICATIONS. 2. ALL STRIPING SHALL BE PAINTED, PER STATE STANDARD SPECIFICATIONS. 3. GREEN PAINT SHALL BE 98 2 METHYL METHACRYLATE (MMA)

INTERMIXED WITH HARD-WEARING AGGREGATE (MOHS
HARDNESS > 7). THE FINISHED APPLICATION SHALL BE 90
MILS THICK, COLOR STABLE WITH >60 BPN SLIPRESISTANCE. TYPE ENNIS-FLINT "MMAX", TRANSPO "COLOR SAFE", OR APPROVED EQUAL.

4. LANE WIDTH DIMENSIONS SHOWN DENOTE FACE OF CURB,
EDGE OF PAVEMENT, AND/OR CENTER OF STRIPE. INSTALL SIGN WITH FOUNDATION PER CITY STANDARD DWG ST-18.

S INSTALL WHITE STANDARD CROSS WALK PER CITY DETAIL ST-20. INSTALL YELLOW LADDER STYLE CROSS WALK PER DETAIL. SEE NOTES. PAINT PARALLEL PARKING STALL PER CITY D13 STANDARD M-2. 2D133D134D131 D135D136D137D136 "STOP" PAVEMENT MARKING PER CALTRANS STANDARD PLAN A24D "SLOW" PAVEMENT MARKING PER CALTRANS STANDARD PLAN A24D "SCHOOL" PAVEMENT MARKING PER CALTRANS STANDARD PLAN A24D "XING" PAVEMENT MARKING PER CALTRANS STANDARD PLAN A24D S1 INSTALL SIGN ON EXISTING POST. CWLWPSYW SCSLSTXI DY 4" DOUBLE YELLOW CENTERLINE, DETAIL 22. SB SAND BLAST EXISTING STRIPING OR MARKING AS SHOWN ON PLAN MATCHLINE SEE SHEET S7
MATCHLINE SEE ABOVE RIGHT N 5TH ST
BIDSET
1/20/2026
DATE No. REVISION BY
COPYRIGHT 2025 by PROVOST & PRITCHARD ENGINEERING
GROUP, INC. ALL RIGHTS RESERVED
The firm of Provost & Pritchard Engineering Group, Inc. expressly reserves its common law copyright and other applicable property rights in these plans. These plans are not to be reproduced, changed, or copied in any form or manner whatsoever, nor are they to be assigned to a third party without first obtaining the written permission and consent of Provost & Pritchard Engineering Group, Inc. In the event of unauthorized reuse of these plans by a third party, the third party shall hold the firm of Provost & Pritchard Engineering Group, Inc. harmless, and shall bear the cost of Provost & Pritchard Engineering Group, Inc.'s legal fees associated with defending and enforcing these rights. Know what's below. Call before you dig. WARNING POWER LINES OVERHEAD 455 W FIR AVENUE
CLOVIS, CA 93611-9166
PHONE (559) 449-2700
FAX (559) 449-2715
www.provostandpritchard.com
MATCHLINE SEE SHEET S1 SEE SHEET S11

E FRESNO ST E FRESNO ST

E MERCED ST
49 Section 9, Item D
SH SR4-1(CA)
S SR4-1(CA)
S YW

E TUOLUMNE ST
E MARIPOSA ST 50' 100' TYP 50' 100' TYP 50' 100' TYP 50' 24'±
13'±
14'±
11'±
E TUOLUMNE ST SB SB SH SH SW24-3(CA)
SR4-1(CA) SW24-2(CA) SW24-3(CA)
SR4-1(CA)
S
S
S
S
S SW24-2(CA)
S YW

E MODESTO ST
E ADAMS AVE 50' 100' TYP 100' TYP 50' 50'
20'±
13'±
13'±
13'±
16'±
14'± SB SB SB SB YW 41' LICENSE NO: DESIGN ENGINEER: SHEETDATE: JOB NO: DRAFTED BY: CHECKED BY: OF ORIGINAL SCALE SHOWN IS ONE INCH. ADJUST SCALE FOR REDUCED OR ENLARGED PLANS. 0 1" PHASE: PROJECT NO:

FRESNO STREET RECONSTRUCTION

CITY OF FOWLER

FRESNO COUNTY

SIGNAGE & STRIPING PLANS
5TH ST - TUOLUMNE ST TO ADAMS AVE SOO HO PARK 89361P&P SHP 1/20/2026 261925022 261925022 S7 18 36 1/19/2026 11:03 PM G:\Fowler_City of-2619\261923135-Bikeway to Transit\300 CAD\340 Sheet Sets\02_Plans_Maps\S7 5TH ST - TUOLUMNE ST TO ADAMS AVE.dwg -Trent Pires 0 15 30 60 SCALE IN FEET N 5TH ST
MATCHLINE SEE BELOW LEFT SIGNING & STRIPING LEGEND INSTALL WHITE LADDER STYLE CROSS WALK PER CITY DETAIL ST-21. # PAINT STRIPE DETAIL NO. PER STATE STANDARD PLANS. SEE NOTE 1. DS PAINT DRIVEWAY BIKE LANE MARKINGS PER DETAIL. SEE NOTES. IS PAINT INTERSECTION BIKE LANE MARKINGS PER DETAIL. SEE NOTES. SH PAINT SHARED ROADWAY BICYCLE MARKING PER DETAIL. SEE NOTES. AS PAINT ALLEY BIKE LANE MARKINGS PER DETAIL. SEE NOTES. NOTES 1. ALL CROSSWALKS SHALL BE THERMOPLASTIC, PER STATE STANDARD SPECIFICATIONS. 2. ALL STRIPING SHALL BE PAINTED, PER STATE STANDARD SPECIFICATIONS. 3. GREEN PAINT SHALL BE 98 2 METHYL METHACRYLATE (MMA)

INTERMIXED WITH HARD-WEARING AGGREGATE (MOHS
HARDNESS > 7). THE FINISHED APPLICATION SHALL BE 90
MILS THICK, COLOR STABLE WITH >60 BPN SLIPRESISTANCE. TYPE ENNIS-FLINT "MMAX", TRANSPO "COLOR SAFE", OR APPROVED EQUAL.

4. LANE WIDTH DIMENSIONS SHOWN DENOTE FACE OF CURB,
EDGE OF PAVEMENT, AND/OR CENTER OF STRIPE. INSTALL SIGN WITH FOUNDATION PER CITY STANDARD DWG ST-18.

S INSTALL WHITE STANDARD CROSS WALK PER CITY DETAIL ST-20. INSTALL YELLOW LADDER STYLE CROSS WALK PER DETAIL. SEE NOTES. PAINT PARALLEL PARKING STALL PER CITY D13 STANDARD M-2. 2D133D134D131 D135D136D137D136 "STOP" PAVEMENT MARKING PER CALTRANS STANDARD PLAN A24D "SLOW" PAVEMENT MARKING PER CALTRANS STANDARD PLAN A24D "SCHOOL" PAVEMENT MARKING PER CALTRANS STANDARD PLAN A24D "XING" PAVEMENT MARKING PER CALTRANS STANDARD PLAN A24D S1 INSTALL SIGN ON EXISTING POST. CWLWPSYW SCSLSTXI DY 4" DOUBLE YELLOW CENTERLINE, DETAIL 22. SB SAND BLAST EXISTING STRIPING OR MARKING AS SHOWN ON PLAN MATCHLINE SEE ABOVE RIGHT N 5TH ST
MATCHLINE SEE SHEET S6
BIDSET
1/20/2026
DATE No. REVISION BY
COPYRIGHT 2025 by PROVOST & PRITCHARD ENGINEERING
GROUP, INC. ALL RIGHTS RESERVED
The firm of Provost & Pritchard Engineering Group, Inc. expressly reserves its common law copyright and other applicable property rights in these plans. These plans are not to be reproduced, changed, or copied in any form or manner whatsoever, nor are they to be assigned to a third party without first obtaining the written permission and consent of Provost & Pritchard Engineering Group, Inc. In the event of unauthorized reuse of these plans by a third party, the third party shall hold the firm of Provost & Pritchard Engineering Group, Inc. harmless, and shall bear the cost of Provost & Pritchard Engineering Group, Inc.'s legal fees associated with defending and enforcing these rights. Know what's below. Call before you dig. WARNING POWER LINES OVERHEAD 455 W FIR AVENUE
CLOVIS, CA 93611-9166
PHONE (559) 449-2700
FAX (559) 449-2715
www.provostandpritchard.com

E TUOLUMNE ST E TUOLUMNE ST

E MODESTO ST

E MARIPOSA ST
50 Section 9, Item D
SH SH

E FRESNO ST

E MERCED ST
E MAIN ST E MAIN ST 50' 100' TYP
13'± 50' 100' TYP
13'± 100' TYP 50' 100' TYP 50'
20'±
13'±
14'±
14'±
16'±
14'± SH SH
S
S SR4-1(CA) SW24-3(CA) ST 8' (TYP)

E FRESNO ST

E MERCED ST
E MAIN ST E MAIN ST 50' 100' TYP
13'± 50' 100' TYP
13'± 100' TYP 50'
13'±100' TYP 50'
13'±
20'±
15'±
14'±
15'±
14'±
13'± LICENSE NO: DESIGN ENGINEER: SHEETDATE: JOB NO: DRAFTED BY: CHECKED BY: OF ORIGINAL SCALE SHOWN IS ONE INCH. ADJUST SCALE FOR REDUCED OR ENLARGED PLANS. 0 1" PHASE: PROJECT NO:

FRESNO STREET RECONSTRUCTION

CITY OF FOWLER

FRESNO COUNTY

SIGNAGE & STRIPING PLANS
4TH ST AND 3RD ST SOO HO PARK 89361P&P SHP 1/20/2026 261925022 261925022 S8 19 36 1/19/2026 11:03 PM G:\Fowler_City of-2619\261923135-Bikeway to Transit\300 CAD\340 Sheet Sets\02_Plans_Maps\S8 4TH ST AND 3RD ST.dwg -Trent Pires 0 15 30 60 SCALE IN FEET S 4TH ST SIGNING & STRIPING LEGEND INSTALL WHITE LADDER STYLE CROSS WALK PER CITY DETAIL ST-21. # PAINT STRIPE DETAIL NO. PER STATE STANDARD PLANS. SEE NOTE 1. DS PAINT DRIVEWAY BIKE LANE MARKINGS PER DETAIL. SEE NOTES. IS PAINT INTERSECTION BIKE LANE MARKINGS PER DETAIL. SEE NOTES. SH PAINT SHARED ROADWAY BICYCLE MARKING PER DETAIL. SEE NOTES. AS PAINT ALLEY BIKE LANE MARKINGS PER DETAIL. SEE NOTES. NOTES 1. ALL CROSSWALKS SHALL BE THERMOPLASTIC, PER STATE STANDARD SPECIFICATIONS. 2. ALL STRIPING SHALL BE PAINTED, PER STATE STANDARD SPECIFICATIONS. 3. GREEN PAINT SHALL BE 98 2 METHYL METHACRYLATE (MMA)

INTERMIXED WITH HARD-WEARING AGGREGATE (MOHS
HARDNESS > 7). THE FINISHED APPLICATION SHALL BE 90
MILS THICK, COLOR STABLE WITH >60 BPN SLIPRESISTANCE. TYPE ENNIS-FLINT "MMAX", TRANSPO "COLOR SAFE", OR APPROVED EQUAL.

4. LANE WIDTH DIMENSIONS SHOWN DENOTE FACE OF CURB,
EDGE OF PAVEMENT, AND/OR CENTER OF STRIPE. INSTALL SIGN WITH FOUNDATION PER CITY STANDARD DWG ST-18.

S INSTALL WHITE STANDARD CROSS WALK PER CITY DETAIL ST-20. INSTALL YELLOW LADDER STYLE CROSS WALK PER DETAIL. SEE NOTES. PAINT PARALLEL PARKING STALL PER CITY D13 STANDARD M-2. 2D133D134D131 D135D136D137D136 "STOP" PAVEMENT MARKING PER CALTRANS STANDARD PLAN A24D "SLOW" PAVEMENT MARKING PER CALTRANS STANDARD PLAN A24D "SCHOOL" PAVEMENT MARKING PER CALTRANS STANDARD PLAN A24D "XING" PAVEMENT MARKING PER CALTRANS STANDARD PLAN A24D S1 INSTALL SIGN ON EXISTING POST. CWLWPSYW SCSLSTXI DY 4" DOUBLE YELLOW CENTERLINE, DETAIL 22. SB SAND BLAST EXISTING STRIPING OR MARKING AS SHOWN ON PLAN S 3RD ST BIDSET
1/20/2026
DATE No. REVISION BY
COPYRIGHT 2025 by PROVOST & PRITCHARD ENGINEERING
GROUP, INC. ALL RIGHTS RESERVED
The firm of Provost & Pritchard Engineering Group, Inc. expressly reserves its common law copyright and other applicable property rights in these plans. These plans are not to be reproduced, changed, or copied in any form or manner whatsoever, nor are they to be assigned to a third party without first obtaining the written permission and consent of Provost & Pritchard Engineering Group, Inc. In the event of unauthorized reuse of these plans by a third party, the third party shall hold the firm of Provost & Pritchard Engineering Group, Inc. harmless, and shall bear the cost of Provost & Pritchard Engineering Group, Inc.'s legal fees associated with defending and enforcing these rights. Know what's below. Call before you dig. WARNING POWER LINES OVERHEAD 455 W FIR AVENUE
CLOVIS, CA 93611-9166
PHONE (559) 449-2700
FAX (559) 449-2715
www.provostandpritchard.com
MATCHLINE SEE SHEET S1
MATCHLINE SEE SHEET S2 SEE SHEET S11 SEE SHEET S12 51
Section 9, Item D
SH SH SW24-1(CA)
S SW24-2(CA)

E FRESNO ST

E MERCED ST
E MAIN ST E MAIN ST 50' 100' TYP
21'± 50' 100' TYP
13'± 100' TYP 50'
13'±100' TYP 50'
13'±
13'±
21'±
13'±
20'±
15'±
12'±
15'±
14'±
15'±
REMOVE (E) SW24-1 SIGN LICENSE NO: DESIGN ENGINEER: SHEETDATE: JOB NO: DRAFTED BY: CHECKED BY: OF ORIGINAL SCALE SHOWN IS ONE INCH. ADJUST SCALE FOR REDUCED OR ENLARGED PLANS. 0 1" PHASE: PROJECT NO:

FRESNO STREET RECONSTRUCTION

CITY OF FOWLER

FRESNO COUNTY

SIGNAGE & STRIPING PLANS
2ND ST SOO HO PARK 89361P&P SHP 1/20/2026 261925022 261925022 S9 20 36 1/19/2026 11:03 PM G:\Fowler_City of-2619\261923135-Bikeway to Transit\300 CAD\340 Sheet Sets\02_Plans_Maps\S9 2ND ST.dwg -Trent Pires 0 15 30 60 SCALE IN FEET S 2ND ST SIGNING & STRIPING LEGEND INSTALL WHITE LADDER STYLE CROSS WALK PER CITY DETAIL ST-21. # PAINT STRIPE DETAIL NO. PER STATE STANDARD PLANS. SEE NOTE 1. DS PAINT DRIVEWAY BIKE LANE MARKINGS PER DETAIL. SEE NOTES. IS PAINT INTERSECTION BIKE LANE MARKINGS PER DETAIL. SEE NOTES. SH PAINT SHARED ROADWAY BICYCLE MARKING PER DETAIL. SEE NOTES. AS PAINT ALLEY BIKE LANE MARKINGS PER DETAIL. SEE NOTES. NOTES 1. ALL CROSSWALKS SHALL BE THERMOPLASTIC, PER STATE STANDARD SPECIFICATIONS. 2. ALL STRIPING SHALL BE PAINTED, PER STATE STANDARD SPECIFICATIONS. 3. GREEN PAINT SHALL BE 98 2 METHYL METHACRYLATE (MMA)

INTERMIXED WITH HARD-WEARING AGGREGATE (MOHS
HARDNESS > 7). THE FINISHED APPLICATION SHALL BE 90
MILS THICK, COLOR STABLE WITH >60 BPN SLIPRESISTANCE. TYPE ENNIS-FLINT "MMAX", TRANSPO "COLOR SAFE", OR APPROVED EQUAL.

4. LANE WIDTH DIMENSIONS SHOWN DENOTE FACE OF CURB,
EDGE OF PAVEMENT, AND/OR CENTER OF STRIPE. INSTALL SIGN WITH FOUNDATION PER CITY STANDARD DWG ST-18.

S INSTALL WHITE STANDARD CROSS WALK PER CITY DETAIL ST-20. INSTALL YELLOW LADDER STYLE CROSS WALK PER DETAIL. SEE NOTES. PAINT PARALLEL PARKING STALL PER CITY D13 STANDARD M-2. 2D133D134D131 D135D136D137D136 "STOP" PAVEMENT MARKING PER CALTRANS STANDARD PLAN A24D "SLOW" PAVEMENT MARKING PER CALTRANS STANDARD PLAN A24D "SCHOOL" PAVEMENT MARKING PER CALTRANS STANDARD PLAN A24D "XING" PAVEMENT MARKING PER CALTRANS STANDARD PLAN A24D S1 INSTALL SIGN ON EXISTING POST. CWLWPSYW SCSLSTXI DY 4" DOUBLE YELLOW CENTERLINE, DETAIL 22. SB SAND BLAST EXISTING STRIPING OR MARKING AS SHOWN ON PLAN BIDSET
1/20/2026
DATE No. REVISION BY
COPYRIGHT 2025 by PROVOST & PRITCHARD ENGINEERING
GROUP, INC. ALL RIGHTS RESERVED
The firm of Provost & Pritchard Engineering Group, Inc. expressly reserves its common law copyright and other applicable property rights in these plans. These plans are not to be reproduced, changed, or copied in any form or manner whatsoever, nor are they to be assigned to a third party without first obtaining the written permission and consent of Provost & Pritchard Engineering Group, Inc. In the event of unauthorized reuse of these plans by a third party, the third party shall hold the firm of Provost & Pritchard Engineering Group, Inc. harmless, and shall bear the cost of Provost & Pritchard Engineering Group, Inc.'s legal fees associated with defending and enforcing these rights. Know what's below. Call before you dig. WARNING POWER LINES OVERHEAD 455 W FIR AVENUE
CLOVIS, CA 93611-9166
PHONE (559) 449-2700
FAX (559) 449-2715
www.provostandpritchard.com SEE SHEET S12 52
Section 9, Item D
39 90' 39 340' 25' 25'
12'±
12'±
10'± 10'± 39 339' 39 50' 39 149' 39 69' 39 143'
13'±
13'±
10'± 10'± AS 22' AS 22' 25' 25' DS 14' IS 70' IS 38' 25' 25' 25' 25' 39 65' DS 22' S R81(CA)
S
S 10TH ST R81(CA)
S 9TH ST
S 8TH ST
R81(CA)
S D91 39 69' 39 78' 25' 25'
13'±
13'±
10'± 10'± 39 76' 39 151' 25' 25'
13'±
13'±
10'± 10'± DS 14' DS 14' DS 14' AS 22' AS 22' AS 22' AS 22' DS 14' DS 14' 25' 25' 39 66' 39 58' 39 83' 39 146' 39 58' 39 155' 39 51' 39 78' 39 63' 25' 25' IS 70' IS 70' S 9TH ST
S
S R81(CA) R81(CA)
S 10TH ST
S 9TH ST
S R81(CA)
R81(CA)
S
S R81(CA)
S 10TH ST
S 8TH ST LICENSE NO: DESIGN ENGINEER: SHEETDATE: JOB NO: DRAFTED BY: CHECKED BY: OF ORIGINAL SCALE SHOWN IS ONE INCH. ADJUST SCALE FOR REDUCED OR ENLARGED PLANS. 0 1" PHASE: PROJECT NO:

FRESNO STREET RECONSTRUCTION

CITY OF FOWLER

FRESNO COUNTY

SIGNAGE & STRIPING PLANS
FRESNO ST AND W MAIN ST SOO HO PARK 89361P&P SHP 1/20/2026 261925022 261925022 S10 21 36 1/19/2026 11:04 PM G:\Fowler_City of-2619\261923135-Bikeway to Transit\300 CAD\340 Sheet Sets\02_Plans_Maps\S10 FRESNO ST AND W MAIN ST.dwg -Trent Pires 0 15 30 60 SCALE IN FEET SIGNING & STRIPING LEGEND INSTALL WHITE LADDER STYLE CROSS WALK PER CITY DETAIL ST-21. # PAINT STRIPE DETAIL NO. PER STATE STANDARD PLANS. SEE NOTE 1. DS PAINT DRIVEWAY BIKE LANE MARKINGS PER DETAIL. SEE NOTES. IS PAINT INTERSECTION BIKE LANE MARKINGS PER DETAIL. SEE NOTES. SH PAINT SHARED ROADWAY BICYCLE MARKING PER DETAIL. SEE NOTES. AS PAINT ALLEY BIKE LANE MARKINGS PER DETAIL. SEE NOTES. NOTES 1. ALL CROSSWALKS SHALL BE THERMOPLASTIC, PER STATE STANDARD SPECIFICATIONS. 2. ALL STRIPING SHALL BE PAINTED, PER STATE STANDARD SPECIFICATIONS. 3. GREEN PAINT SHALL BE 98 2 METHYL METHACRYLATE (MMA)

INTERMIXED WITH HARD-WEARING AGGREGATE (MOHS
HARDNESS > 7). THE FINISHED APPLICATION SHALL BE 90
MILS THICK, COLOR STABLE WITH >60 BPN SLIPRESISTANCE. TYPE ENNIS-FLINT "MMAX", TRANSPO "COLOR SAFE", OR APPROVED EQUAL.

4. LANE WIDTH DIMENSIONS SHOWN DENOTE FACE OF CURB,
EDGE OF PAVEMENT, AND/OR CENTER OF STRIPE. INSTALL SIGN WITH FOUNDATION PER CITY STANDARD DWG ST-18.

S INSTALL WHITE STANDARD CROSS WALK PER CITY DETAIL ST-20. INSTALL YELLOW LADDER STYLE CROSS WALK PER DETAIL. SEE NOTES. PAINT PARALLEL PARKING STALL PER CITY D13 STANDARD M-2. 2D133D134D131 D135D136D137D136 "STOP" PAVEMENT MARKING PER CALTRANS STANDARD PLAN A24D "SLOW" PAVEMENT MARKING PER CALTRANS STANDARD PLAN A24D "SCHOOL" PAVEMENT MARKING PER CALTRANS STANDARD PLAN A24D "XING" PAVEMENT MARKING PER CALTRANS STANDARD PLAN A24D S1 INSTALL SIGN ON EXISTING POST. CWLWPSYW SCSLSTXI DY 4" DOUBLE YELLOW CENTERLINE, DETAIL 22. SB SAND BLAST EXISTING STRIPING OR MARKING AS SHOWN ON PLAN W FRESNO ST W MAIN ST BIDSET
1/20/2026
DATE No. REVISION BY
COPYRIGHT 2025 by PROVOST & PRITCHARD ENGINEERING
GROUP, INC. ALL RIGHTS RESERVED
The firm of Provost & Pritchard Engineering Group, Inc. expressly reserves its common law copyright and other applicable property rights in these plans. These plans are not to be reproduced, changed, or copied in any form or manner whatsoever, nor are they to be assigned to a third party without first obtaining the written permission and consent of Provost & Pritchard Engineering Group, Inc. In the event of unauthorized reuse of these plans by a third party, the third party shall hold the firm of Provost & Pritchard Engineering Group, Inc. harmless, and shall bear the cost of Provost & Pritchard Engineering Group, Inc.'s legal fees associated with defending and enforcing these rights. Know what's below. Call before you dig. WARNING POWER LINES OVERHEAD 455 W FIR AVENUE
CLOVIS, CA 93611-9166
PHONE (559) 449-2700
FAX (559) 449-2715
www.provostandpritchard.com
53 Section 9, Item D
N 7TH ST
N 6TH ST N 6TH ST 50' 100' TYP 100' TYP 50'
21'±
21'± 50' 100' TYP 100' TYP 50'
13'±
13'±
13'±
14'±
21'±
21'±
27'± 28'±SH SH CW 100' TYP 50' 39 79' 39 53' 39 147' 39 142' 39 152' 25' 25' 25' 25' 9'±
12'±
12'±
12'±
12'±
10'± 10'±
10'± 39 95' 39 32' 39 145' DS 22' IS 58' DS 14' IS 58' AS 22' AS 22' AS 22' S
S R81(CA) R81(CA)
N 5TH ST N 5TH ST
N 4TH ST N 4TH ST IS 58' IS 58' R81(CA)
S 25' 39 150' 25' PAINT 20 LF OF (E) CURB RED PAINT 25 LF OF (E) CURB RED PS REMOVE (E) PARKING STALLS 39 129' AS 40' 8'± CW SB SB SB CW CWCW CW SB LICENSE NO: DESIGN ENGINEER: SHEETDATE: JOB NO: DRAFTED BY: CHECKED BY: OF ORIGINAL SCALE SHOWN IS ONE INCH. ADJUST SCALE FOR REDUCED OR ENLARGED PLANS. 0 1" PHASE: PROJECT NO:

FRESNO STREET RECONSTRUCTION

CITY OF FOWLER

FRESNO COUNTY

SIGNAGE & STRIPING PLANS
MAIN ST - 7TH ST TO 4TH ST SOO HO PARK 89361P&P SHP 1/20/2026 261925022 261925022 S11 22 36 1/19/2026 11:04 PM G:\Fowler_City of-2619\261923135-Bikeway to Transit\300 CAD\340 Sheet Sets\02_Plans_Maps\S11 MAIN ST - 7TH ST TO 4TH ST.dwg -Trent Pires 0 15 30 60 SCALE IN FEET SIGNING & STRIPING LEGEND INSTALL WHITE LADDER STYLE CROSS WALK PER CITY DETAIL ST-21. # PAINT STRIPE DETAIL NO. PER STATE STANDARD PLANS. SEE NOTE 1. DS PAINT DRIVEWAY BIKE LANE MARKINGS PER DETAIL. SEE NOTES. IS PAINT INTERSECTION BIKE LANE MARKINGS PER DETAIL. SEE NOTES. SH PAINT SHARED ROADWAY BICYCLE MARKING PER DETAIL. SEE NOTES. AS PAINT ALLEY BIKE LANE MARKINGS PER DETAIL. SEE NOTES. NOTES 1. ALL CROSSWALKS SHALL BE THERMOPLASTIC, PER STATE STANDARD SPECIFICATIONS. 2. ALL STRIPING SHALL BE PAINTED, PER STATE STANDARD SPECIFICATIONS. 3. GREEN PAINT SHALL BE 98 2 METHYL METHACRYLATE (MMA)

INTERMIXED WITH HARD-WEARING AGGREGATE (MOHS
HARDNESS > 7). THE FINISHED APPLICATION SHALL BE 90
MILS THICK, COLOR STABLE WITH >60 BPN SLIPRESISTANCE. TYPE ENNIS-FLINT "MMAX", TRANSPO "COLOR SAFE", OR APPROVED EQUAL.

4. LANE WIDTH DIMENSIONS SHOWN DENOTE FACE OF CURB,
EDGE OF PAVEMENT, AND/OR CENTER OF STRIPE. INSTALL SIGN WITH FOUNDATION PER CITY STANDARD DWG ST-18.

S INSTALL WHITE STANDARD CROSS WALK PER CITY DETAIL ST-20. INSTALL YELLOW LADDER STYLE CROSS WALK PER DETAIL. SEE NOTES. PAINT PARALLEL PARKING STALL PER CITY D13 STANDARD M-2. 2D133D134D131 D135D136D137D136 "STOP" PAVEMENT MARKING PER CALTRANS STANDARD PLAN A24D "SLOW" PAVEMENT MARKING PER CALTRANS STANDARD PLAN A24D "SCHOOL" PAVEMENT MARKING PER CALTRANS STANDARD PLAN A24D "XING" PAVEMENT MARKING PER CALTRANS STANDARD PLAN A24D S1 INSTALL SIGN ON EXISTING POST. CWLWPSYW SCSLSTXI DY 4" DOUBLE YELLOW CENTERLINE, DETAIL 22. SB SAND BLAST EXISTING STRIPING OR MARKING AS SHOWN ON PLAN E MAIN ST E MAIN ST

MATCHLINE SEE BELOW LEFT
MATCHLINE SEE SHEET S12

MATCHLINE SEE ABOVE RIGHT
BIDSET
1/20/2026
DATE No. REVISION BY
COPYRIGHT 2025 by PROVOST & PRITCHARD ENGINEERING
GROUP, INC. ALL RIGHTS RESERVED
The firm of Provost & Pritchard Engineering Group, Inc. expressly reserves its common law copyright and other applicable property rights in these plans. These plans are not to be reproduced, changed, or copied in any form or manner whatsoever, nor are they to be assigned to a third party without first obtaining the written permission and consent of Provost & Pritchard Engineering Group, Inc. In the event of unauthorized reuse of these plans by a third party, the third party shall hold the firm of Provost & Pritchard Engineering Group, Inc. harmless, and shall bear the cost of Provost & Pritchard Engineering Group, Inc.'s legal fees associated with defending and enforcing these rights. Know what's below. Call before you dig. WARNING POWER LINES OVERHEAD 455 W FIR AVENUE
CLOVIS, CA 93611-9166
PHONE (559) 449-2700
FAX (559) 449-2715
www.provostandpritchard.com
N 5TH ST
54 Section 9, Item D
39 148' 39 147' 39 49' 39 86' 39 144' 39 148' 39 147' 39 315' 25' 25' 25' 25' 25' 25' 25' 25' 10'±
10'±
12'±
12'±
10'± 10'±
12'± DS 14'
12'± IS 58' IS 58' IS 58' IS 58' AS 22' AS 22' AS 22'
S
S
S
S R81(CA)
R81(CA)
SW24-3(CA)
R81(CA) DS 14'
N 3RD ST N 3RD ST
N 2ND ST N 2ND ST
S SR4-1(CA)
S SW24-1(CA)
R81(CA) YW YW
E ADAMS AVE 39 70' 39 55' 39 133' 39 151' 39 113' 39 209' 39 184' 39 267' 25' 25' 25' 25' 25'25' DS 22' DS 38' DS 14' DS 14' IS 54' AS 22' IS 70' 10'± 10'±
12'±
12'±12'±12'± R55'± R85'± R81(CA)
S R81(CA)
S
S 1ST ST PAINT 55LF OF (E) CURB RED
S SW24-2(CA)
VISTA AVE LICENSE NO: DESIGN ENGINEER: SHEETDATE: JOB NO: DRAFTED BY: CHECKED BY: OF ORIGINAL SCALE SHOWN IS ONE INCH. ADJUST SCALE FOR REDUCED OR ENLARGED PLANS. 0 1" PHASE: PROJECT NO:

FRESNO STREET RECONSTRUCTION

CITY OF FOWLER

FRESNO COUNTY

SIGNAGE & STRIPING PLANS
MAIN ST - 3RD ST TO ADAMS AVE SOO HO PARK 89361P&P SHP 1/20/2026 261925022 261925022 S12 23 36 1/19/2026 11:05 PM G:\Fowler_City of-2619\261923135-Bikeway to Transit\300 CAD\340 Sheet Sets\02_Plans_Maps\S12 MAIN ST - 3RD ST TO ADAMS AVE.dwg -Trent Pires 0 15 30 60 SCALE IN FEET SIGNING & STRIPING LEGEND INSTALL WHITE LADDER STYLE CROSS WALK PER CITY DETAIL ST-21. # PAINT STRIPE DETAIL NO. PER STATE STANDARD PLANS. SEE NOTE 1. DS PAINT DRIVEWAY BIKE LANE MARKINGS PER DETAIL. SEE NOTES. IS PAINT INTERSECTION BIKE LANE MARKINGS PER DETAIL. SEE NOTES. SH PAINT SHARED ROADWAY BICYCLE MARKING PER DETAIL. SEE NOTES. AS PAINT ALLEY BIKE LANE MARKINGS PER DETAIL. SEE NOTES. NOTES 1. ALL CROSSWALKS SHALL BE THERMOPLASTIC, PER STATE STANDARD SPECIFICATIONS. 2. ALL STRIPING SHALL BE PAINTED, PER STATE STANDARD SPECIFICATIONS. 3. GREEN PAINT SHALL BE 98 2 METHYL METHACRYLATE (MMA)

INTERMIXED WITH HARD-WEARING AGGREGATE (MOHS
HARDNESS > 7). THE FINISHED APPLICATION SHALL BE 90
MILS THICK, COLOR STABLE WITH >60 BPN SLIPRESISTANCE. TYPE ENNIS-FLINT "MMAX", TRANSPO "COLOR SAFE", OR APPROVED EQUAL.

4. LANE WIDTH DIMENSIONS SHOWN DENOTE FACE OF CURB,
EDGE OF PAVEMENT, AND/OR CENTER OF STRIPE. INSTALL SIGN WITH FOUNDATION PER CITY STANDARD DWG ST-18.

S INSTALL WHITE STANDARD CROSS WALK PER CITY DETAIL ST-20. INSTALL YELLOW LADDER STYLE CROSS WALK PER DETAIL. SEE NOTES. PAINT PARALLEL PARKING STALL PER CITY D13 STANDARD M-2. 2D133D134D131 D135D136D137D136 "STOP" PAVEMENT MARKING PER CALTRANS STANDARD PLAN A24D "SLOW" PAVEMENT MARKING PER CALTRANS STANDARD PLAN A24D "SCHOOL" PAVEMENT MARKING PER CALTRANS STANDARD PLAN A24D "XING" PAVEMENT MARKING PER CALTRANS STANDARD PLAN A24D S1 INSTALL SIGN ON EXISTING POST. CWLWPSYW SCSLSTXI DY 4" DOUBLE YELLOW CENTERLINE, DETAIL 22. SB SAND BLAST EXISTING STRIPING OR MARKING AS SHOWN ON PLAN E MAIN ST E MAIN ST

MATCHLINE SEE BELOW LEFT
MATCHLINE SEE ABOVE RIGHT MATCHLINE SEE SHEET S11
BIDSET
1/20/2026
DATE No. REVISION BY
COPYRIGHT 2025 by PROVOST & PRITCHARD ENGINEERING
GROUP, INC. ALL RIGHTS RESERVED
The firm of Provost & Pritchard Engineering Group, Inc. expressly reserves its common law copyright and other applicable property rights in these plans. These plans are not to be reproduced, changed, or copied in any form or manner whatsoever, nor are they to be assigned to a third party without first obtaining the written permission and consent of Provost & Pritchard Engineering Group, Inc. In the event of unauthorized reuse of these plans by a third party, the third party shall hold the firm of Provost & Pritchard Engineering Group, Inc. harmless, and shall bear the cost of Provost & Pritchard Engineering Group, Inc.'s legal fees associated with defending and enforcing these rights. Know what's below. Call before you dig. WARNING POWER LINES OVERHEAD 455 W FIR AVENUE
CLOVIS, CA 93611-9166
PHONE (559) 449-2700
FAX (559) 449-2715
www.provostandpritchard.com MATCHLINE SEE SHEET S3 55
Section 9, Item D
W
W
W
W
V
V
V V

V V V V V V V V V V V V V
V V V C 307.60± MATCH (E) C 307.66± MATCH (E) C 307.53± MATCH (E) C 307.66± MATCH (E)

7.5% 4.5% 1.5% 0.2%

1.5% BEGIN C&G STA 10+27.55 (39.0' LT) LIP 307.06± MATCH (E) FL 306.89± MATCH (E) TC 307.36± MATCH (E) C 307.53 0.2%

1.5% C 307.46 C 307.47 C 307.47 TC/C 307.40 TC 307.38± MATCH (E) FL 306.95± MATCH (E) LIP 307.03± MATCH (E) TC/C 307.38 END C&G STA 10+43.93 (28.1' LT) R5' DWCRD TR 1.5% CG EG ???± STA 10+27.35 (33.1' LT) BC TCFL 307.40calc 306.90 STA 10+32.50 (27.9' LT) EC TCFL 307.42calc 306.92 LIP 307.02 TC 307.44 FL 306.94 LIP 307.01 TC 307.43 FL 306.93 5' 5' 3.2%

3.7'

1.6%±

5.5' 5' 5' 2.9' TR
3' 2.2%±

R/W R/W (E) SIDEWALK
(E) SIDEWALK PP SIGN 5.9' STA 10+22.35 (39.0' LT) AP AC 307.22± MATCH (E) STA 10+38.56 (44.1' LT) AP C 307.55 STA 10+43.49 (39.1' LT) AP C 307.55 5' LIP 307.04

3.3% 0.9' 3' 2' TR
2' TR 4' FRESNO STREET 7TH STREET UE UE UE UE UE

V V V V V V V V V V V V V V V V V
V V
V
V V
V V TR DW TR TRCRD DW TR 7.5%

0.6% 1.5%

7.5%

0.6% 1.5% 1.5%

1.5% 1.8%± TC 307.01± MATCH (E) FL 306.54± MATCH (E) LIP 306.66± MATCH (E) TC 307.13± MATCH (E) FL 306.61± MATCH (E) LIP 306.66± MATCH (E)

4.5% 4.5% F&I ±20 LF OF WOOD RAIL FENCE PP C 307.16± MATCH (E) C 307.23± MATCH (E) C 307.31± MATCH (E) C 307.22± MATCH (E) TREE

R/W TREE PP PP
R5'
5'
4' 4'
4'

2.3%± BEGIN C&G STA 10+27.91 (44.6' RT) END C&G STA 10+44.11 (28.1' RT) EG 307.12± R/W PP & GW STA 10+27.55 (33.2' RT) BC TCFL 307.07calc 306.57 STA 10+32.68 (28.0' RT) EC TCFL 307.08calc 306.58 4'
5' 5.5' 5' 5' 4' LIP 306.64 TC 307.05 FL 306.55 LIP 306.65 TC 307.06 FL 306.56

5.5'
3' LIP 306.67 TC 307.09 FL 306.59 LIP 306.68 TC 307.10 FL 306.60 5' 5' 3' C 307.09 C 307.13 TC/C 307.01 TC/C 307.06 TC/C 307.02 C 307.09 (E) SIDEWALK (E) SIDEWALK
STA 10+22.94 (44.7' RT) AP AC 306.77± MATCH (E)
STA 10+38.76 (44.1' RT) AP C 307.16 STA 10+43.76 (39.0' RT) AP C 307.16 LIP 306.67 0.9'

0.9' 4.0%

1.7% LIP 306.65
2' CG 7TH STREET FRESNO STREET
W

W W W W

SS SS SS SS SS

OE OE OE OE OE OE
W
W

V V V V
V
V C 307.48± MATCH (E) C 307.43± MATCH (E) TC 307.23± MATCH (E) FL 306.73± MATCH (E) LIP 306.85± MATCH (E) LIP 306.86 C 307.14 C 307.20 C 307.08 C 307.18 LIP 306.89

3.9' 23' 2.5' C 307.06 C 307.12

0.5%

1.5%

1.5%

4.0%
4'
5' 20' 3' DW 3.5% DW 0.3%2.1%±

3.4% 1.3%

0.2% 2.5' FH PP

5.5% BEGIN C&G STA 11+85.70 (28.1' LT) C 307.19 FENCE PP 3' AG WV TC/FL 306.70 LIP 306.86 TC 307.19 FL 306.69 8.8' 7'AA CG PP TREE C 307.17

1.3%±TR PP FENCE 7.5'
(E) ALLEY SW R/W R/W STA 12+03.97 (44.0' LT) AP AC 307.30± MATCH (E) STA 11+95.19 (44.0' LT) AP AC 307.11± MATCH (E)

4.4' EG 307.46± END DA STA 12+15.70 (28.1' LT) TR2' FRESNO STREETC 307.16

0.5% TC 307.23 FL 306.73

1.5% C 307.23 4' BEGIN AA STA 11+87.70 (28.1' LT) BC STA 11+90.20 (30.6' LT) BC R2.5'

W W W W

SS SS SS SS SS SS OE OE OE OE OE OE

OE OE OE OE OE OE

V V V V V
V
V
V
V

5.3%

4.6% 3.0% 3.8%
???

0.5% 0.0%±

0.5% 0.3%15' 3' C 306.76
???
STA 12+03.24 (45.0' RT) AP AC 306.79± MATCH (E)
STA 11+92.54 (45.0' RT) AP AC 306.80± MATCH (E) WV PP C 306.78

0.7% C 306.96 C 306.93 C 307.13± MATCH (E) C 307.06± MATCH (E) AA 2.5' 20' 2.5' TR R/W R/W DW DW (E) SIDE- WALK

1.8%± (E) SIDE- WALK

3.8'

3.8' TC 306.90± MATCH (E) FL 306.36± MATCH (E) LIP 306.49± MATCH (E) BEGIN AA & C&G STA 11+87.79 (27.9' RT) TC 306.80± MATCH (E) FL 306.30± MATCH (E) LIP 306.42± MATCH (E) END DA & C&G STA 12+12.79 (28.0' RT) TC/FL 306.36 LIP 306.51 LIP 306.46 CG (E) ALLEY EG 306.82± C 307.01± MATCH (E)

5.6' 4' 7' C 306.76 TC/C 306.72

0.2% C 307.04± MATCH (E) 4.2% 2' 2' FRESNO STREET STA 11+89.81 (39.4' RT) AP C 306.87 STA 12+10.81 (39.4' RT) AP C 306.83 3' 4.5' 4'

0.8%± 3.7% 4' 2' C 306.85 TC 306.81 FL 306.31 PP PP STA 12+12.81 (37.6' RT) AP C 306.89 END AA STA 12+10.29 (27.9' RT) EC STA 12+07.79 (30.5' RT) EC R2.5'
V
V

V V V V V V V V V V

1.0% 13.8% 2.7% 1.5%

1.0%

4.3%

13.9% TC 307.08± MATCH (E) FL 306.56± MATCH (E) LIP 306.63± MATCH (E) C 307.33± MATCH (E) C 307.39± MATCH (E) C 307.33 C 307.40 ENG C&G STA 13+18.11 (28.0' LT) C 307.53 PP TREE CG C 307.46± MATCH (E)

3.8'

1.6%± TR C 307.45± MATCH (E) PP FENCE
(E) DRIVEWAY
5' 5' 16' C 307.23 C 307.24 3' 3' C 307.39

7.1% LIP 306.78 TC 307.11 FL 306.61 LIP 306.81 TC 307.14 FL 306.64 CG PP TREE R/W SW SW TC/FL 306.62 LIP 306.78 TC/FL 306.65 LIP 306.80 (E) SIDEWALK R/W DA EG 307.93± 0.1%± BEGIN DA STA 12+56.71 (28.1' LT) END DA STA 12+81.71 (28.0' LT)

1.3% 1.5' 16' 1.5' C 307.45

1.3% TR 2' LIP 306.73 TC 307.07 FL 306.57 FRESNO STREET C 307.58± MATCH (E) 0.0% 0.2% LICENSE NO: DESIGN ENGINEER: SHEETDATE: JOB NO: DRAFTED BY: CHECKED BY: OF ORIGINAL SCALE SHOWN IS ONE INCH. ADJUST SCALE FOR REDUCED OR ENLARGED PLANS. 0 1" PHASE: PROJECT NO:

FRESNO STREET RECONSTRUCTION

CITY OF FOWLER

FRESNO COUNTY

DETAILS
SITE DETAILS SOO HO PARK 89361 P&P SHP 1/20/2026 261925022 261925022 D1 24 36 1/19/2026 11:05 PM G:\Fowler_City of-2619\261925022-Fresno Street Reconstruction\300 CAD\340 Sheet Sets\04_Civil_Details\D1 SITE DETAILS.dwg -Trent Pires BIDSET
1/20/2026
DATE No. REVISION BY
COPYRIGHT 2025 by PROVOST & PRITCHARD ENGINEERING
GROUP, INC. ALL RIGHTS RESERVED
The firm of Provost & Pritchard Engineering Group, Inc. expressly reserves its common law copyright and other applicable property rights in these plans. These plans are not to be reproduced, changed, or copied in any form or manner whatsoever, nor are they to be assigned to a third party without first obtaining the written permission and consent of Provost & Pritchard Engineering Group, Inc. In the event of unauthorized reuse of these plans by a third party, the third party shall hold the firm of Provost & Pritchard Engineering Group, Inc. harmless, and shall bear the cost of Provost & Pritchard Engineering Group, Inc.'s legal fees associated with defending and enforcing these rights. Know what's below. Call before you dig. WARNING POWER LINES OVERHEAD 455 W FIR AVENUE
CLOVIS, CA 93611-9166
PHONE (559) 449-2700
FAX (559) 449-2715
www.provostandpritchard.com SCALE: D1 1" = 5'
1 NE CR FRESNO STREET & 7TH STREET STATIONING ALONG FRESNO STREET CENTERLINE SCALE: D1 1" = 5' 2 SE CR FRESNO STREET & 7TH STREET STATIONING ALONG FRESNO STREET CENTERLINE SCALE: D1 1" = 5' 4 SCALE: D1 1" = 5'
3 SOUTH AA BETWEEN 7TH STREET & 6TH STREET STATIONING ALONG FRESNO STREET CENTERLINE NORTH ALLEY APPROACH & DA APPROACH FRESNO ST STA 12+50 STATIONING ALONG FRESNO STREET CENTERLINE CONSTRUCTION LEGEND PLACE 0.5' AC PLUG OVER 0.5' COMPACTED NATIVE SOIL. SEE DETAIL 3 ON SHEET D12. 4" THICK CONCRETE OVER 6" CNS COMPACTED TO 95% RELATIVE COMPACTION. 6" THICK CONCRETE OVER 6" CNS COMPACTED TO 95% RELATIVE COMPACTION. CONSTRUCTION CALLOUTS PP PROTECT IN PLACE CRD CONSTRUCT CONCRETE CURB RAMP PER CITY OF FOWLER STD DWG ST-12D CONSTRUCT NEW VALLEY GUTTER PER CITY OF FOWLER STD DWG ST-13 VG CONSTRUCTION NOTES 1. EXISTING DRIVEWAYS, CURB, AND GUTTER TO REMAIN UNLESS OTHERWISE NOTED ON PLANS. CG CONSTRUCT CONCRETE CURB AND GUTTER PER CITY OF FOWLER STD DWG ST-10 DA CONSTRUCT RESIDENTIAL DRIVE APPROACH PER CITY OF FOWLER STD DWG ST-14 TRANSITION CONCRETE SMOOTHLY TO MATCH EXISTING TR CONSTRUCT CONCRETE SIDEWALK PER CITY OF FOWLER STD DWG ST-11 SW REMOVE AND DISPOSE OF TREE, GRIND STUMP, AND REMOVE ROOTS AS NECESSARY RT DW DETECTABLE WARNING SURFACE PER CALTRANS STD DETAIL A88A CEMENT TREAT THE BASE MATERIAL AND CONSTRUCT NEW ASPHALT PAVEMENT PER DETAIL 4, SHEET D12 AND PROJECT SPECIFICATIONS. MATCH EXISTING LIP OF GUTTER ELEVATION AND MAINTAIN CROSS SLOPE UP TO CENTERLINE CROWN ELEVATION OF ROADWAY, AS SHOWN ON THE PLAN. AG ADJUST UTILITY TO GRADE AA CONSTRUCT ALLEY APPROACH PER CITY OF FOWLER STD DWG ST-16 RL RELOCATION (E) FEATURE DI CONSTRUCT DRAIN INLET PER CITY OF FOWLER STD DWG D-1 56 Section 9, Item D

OE OE OE OE OE OE

V V V V V V
V
V V
V
V
V
V

V V V V V

V V V V
13+50

1.3%

0.4% 0.3%

6.1% 5.5% 6.6%

1.5%

1.2% 0.2% 0.6%

0.3% 1.5%±

2.0%± 4.5%

4.5% 1.0%

1.5% 6.2% 1.0% 7.0% 0.2%

6.7%

0.5%

0.9% 5.5% 1.0% TR 5' 5' 4' 2'

5.5'
3' DW
5' 5' 4' TR1.0%
2' C 307.35± MATCH (E) END C&G STA 13+72.54 (44.6' LT) AC/LIP 306.60± MATCH (E) FL 306.49± MATCH (E) TC 307.04± MATCH (E) C 307.27± MATCH (E) C 307.26 TC/C 306.89 LIP 306.56 C 307.20 TC/C 306.88 CG CG CRD 5.5' DW3' TC/C 307.18 TC/C 307.25 C 307.29± MATCH (E) C 307.20± MATCH (E) 4' 3.8' C 306.94 TC 307.22 1.0%
6' 6TH STREET 6TH STREET R/WEG ???± EG 306.79±
R/W VG 0.35%

0.23%

0.18%

0.26%

4.9% 0.5%

2.2%± 2.1%±
R5' 5'
5' C 307.16 C 307.20 TC 306.97 FL 306.47 STA 13+72.65 (33.0' LT) EC TCFL 306.96 306.46calc STA 13+67.79 (27.9' LT) BC TCFL 306.94calc 306.44 TC 306.96 FL 306.46 LIP 306.54 LIP 306.54 TC 306.96 FL 306.46 LIP 306.55 LIP 306.58 FL 306.24 FL 306.43 LIP 306.44 2' 4' 5' 5' 5.5' 2' 4' 5' 5' 5.5'
3'

4.5% 4.5% STA 13+72.65 (32.7' RT) EC TCFL 306.75 306.25calc STA 13+67.62 (27.7' RT) BC TCFL 306.75 306.25calc BEGIN C&G STA 13+56.20 (28.0' LT) LIP 306.53± MATCH (E) FL 306.47± MATCH (E) TC 307.07± MATCH (E) 5' PP FENCE PP TREE RL R1-1
(E) SIDEWALK LIP 306.34
E FRESNO ST PP R1-1 BEGIN C&G STA 13+47.66 (27.8' RT) FL 306.26± MATCH (E) TC 306.77± MATCH (E) LIP 306.29± MATCH (E) TC 306.75 FL 306.25 CG C 306.69 TC 306.94 DW CRD 3' TR (E) SIDEWALK R/W R/W
(E) SIDEWALK
(E) SIDEWALK TC/C 306.96 C 306.92± MATCH (E) C 306.97± MATCH (E) C 306.88± MATCH (E) C 306.95± MATCH (E) TC/C 306.93 TC/C 306.91 C 306.92 C 306.91TC/C 306.90 LIP 306.33 TC 306.74 FL 306.24 LIP 306.33 TC 306.75 FL 306.25 LIP 306.34 C 306.63 TC 306.88 C 306.66 TC 306.91 C 306.87 TC 306.96 C 306.64 TC 306.89 DW TR R5'
STA 13+52.60 (39.0' LT) AP C 307.31 STA 13+61.51 (48.1' LT) AP C 307.24 STA 13+52.64 (38.8' RT) AP C 306.95 STA 13+61.62 (47.8' RT) AP C 306.98 3.8'

3.5'

4.5%
2' 1.1'

0.33% TC 306.97 FL 306.47 LIP 306.64

1.1' 1'
1' TC 306.76 FL 306.26 LIP 306.42 TC 306.76 FL 306.26 LIP 306.43 8.6%CG

OE OE OE OE

V V V V V V
V
V
V
V

V V V V V
14+50

7.5%

4.5%

4.5% 4.5%

0.10% 0.17%

0.30% 7.5%

0.3% 0.8%

0.7%

2.0%± 1.5%

0.5% 7.5%

7.5% 1.5% 0.8% 1.6%± 6.4%

7.5% 1.0% 0.1%

7.5% 6.9%

0.4%

0.4% 1.5%

0.3%±

4.5%

4.5% 0.8%
4' 5' 5' 5.5'
3' 5' 5' 4' 2' BEGIN C&G STA 14+28.31 (44.4' LT) AC/LIP 306.41± MATCH (E) FL 306.27± MATCH (E) TC 306.90± MATCH (E) BEGIN C&G STA 14+28.78 (44.1' RT) AC/LIP 306.15± MATCH (E) FL 306.13± MATCH (E) TC 306.80± MATCH (E) END C&G STA 14+44.72 (28.0' RT) FL 306.26± MATCH (E) TC 306.93± MATCH (E) LIP 306.30± MATCH (E) R/W (E) SIDEWALK (E) SIDEWALK SW C 307.00 TC/C 306.99 TC/C 306.96 R/W C 307.21± MATCH (E) C 307.13± MATCH (E) C 307.14± MATCH (E) C 307.10± MATCH (E)

3.7'

3.8'
5' 5' 5.5' TR TRCRD DW3' 5.5' DW C 307.13 C 307.12 C 307.24± MATCH (E) C 307.18± MATCH (E) TC/C 307.06 TC/C 307.10 RL R1-1 TC/C 307.10 TC/C 307.08 6'VG 6TH STREET 6TH STREET
E FRESNO ST FL 306.13 FL 306.22

0.17%

0.85%
STA 14+33.28 (27.8' LT) EC TCFL 306.72calc 306.22 STA 14+28.12 (32.9' LT) BC TCFL 306.74calc 306.24 LIP 306.38 LIP 306.33 STA 14+33.26 (27.5' RT) EC TCFL 306.66calc 306.16 STA 14+28.12 (32.6' RT) BC TCFL 306.62calc 306.12 LIP 306.28LIP 306.31 LIP 306.32 LIP 306.34 LIP 306.31 LIP 306.40 LIP 306.30 TC 306.74 FL 306.24 TC 306.73 FL 306.23 TC 306.71 FL 306.21 LIP 306.20 TC 306.62 FL 306.12 TC 306.61 FL 306.11 LIP 306.19 TC 306.74 FL 306.24 C 306.71 TC 306.93 C 306.57 TC 306.79 C 306.62 TC 306.96 C 306.73 TC 307.10 C 306.69 TC 306.93 C 306.68 TC 307.19 TC 306.75 FL 306.25 CG CG 3' 3' CRD DW DW PP PP RL R1-1 TC/C 306.94 TC/C 306.98 4.5% 5' TREG 307.37± EG 307.18± 5' 5' STA 14+48.28 (39.0' LT) AP C 307.16 STA 14+39.33 (47.9' LT) AP C 307.16 5' C 306.61 TC 306.87 C 306.58 TC 307.11 R5'
R5'
STA 14+39.33 (47.6' RT) AP C 307.02 3.8' 2' 4' 5' 5' 5.5' 2' TR 1' 1' 0.3% TRTC 306.60 FL 306.10 LIP 306.27

8.9%

8.9% 2' CG CG TC 306.76 FL 306.26 LIP 306.43 8.9% 8.9%
1' R1-1 RL 1'
OE
V END C&G STA 14+69.23 (28.1' LT) LIP 306.39± MATCH (E) FL 306.26± MATCH (E) TC 306.75± MATCH (E) (E) SIDEWALK PP FENCE
R/W CG
2' LIP 306.42 TR TC 306.76 FL 306.26 8.9% LICENSE NO: DESIGN ENGINEER: SHEETDATE: JOB NO: DRAFTED BY: CHECKED BY: OF ORIGINAL SCALE SHOWN IS ONE INCH. ADJUST SCALE FOR REDUCED OR ENLARGED PLANS. 0 1" PHASE: PROJECT NO:

FRESNO STREET RECONSTRUCTION

CITY OF FOWLER

FRESNO COUNTY

DETAILS
SITE DETAILS SOO HO PARK 89361 P&P SHP 1/20/2026 261925022 261925022 D2 25 36 1/19/2026 11:06 PM G:\Fowler_City of-2619\261925022-Fresno Street Reconstruction\300 CAD\340 Sheet Sets\04_Civil_Details\D2 SITE DETAILS.dwg -Trent Pires BIDSET
1/20/2026
DATE No. REVISION BY
COPYRIGHT 2025 by PROVOST & PRITCHARD ENGINEERING
GROUP, INC. ALL RIGHTS RESERVED
The firm of Provost & Pritchard Engineering Group, Inc. expressly reserves its common law copyright and other applicable property rights in these plans. These plans are not to be reproduced, changed, or copied in any form or manner whatsoever, nor are they to be assigned to a third party without first obtaining the written permission and consent of Provost & Pritchard Engineering Group, Inc. In the event of unauthorized reuse of these plans by a third party, the third party shall hold the firm of Provost & Pritchard Engineering Group, Inc. harmless, and shall bear the cost of Provost & Pritchard Engineering Group, Inc.'s legal fees associated with defending and enforcing these rights. Know what's below. Call before you dig. WARNING POWER LINES OVERHEAD 455 W FIR AVENUE
CLOVIS, CA 93611-9166
PHONE (559) 449-2700
FAX (559) 449-2715
www.provostandpritchard.com SCALE: D2 1" = 5'
1 SCALE: D2 1" = 5'2 NE & SE CR FRESNO STREET & 6TH STREET STATIONING ALONG FRESNO STREET CENTERLINE NW & SW CR FRESNO STREET & 6TH STREET STATIONING ALONG FRESNO STREET CENTERLINE CONSTRUCTION LEGEND PLACE 0.5' AC PLUG OVER 0.5' COMPACTED NATIVE SOIL. SEE DETAIL 3 ON SHEET D12. 4" THICK CONCRETE OVER 6" CNS COMPACTED TO 95% RELATIVE COMPACTION. 6" THICK CONCRETE OVER 6" CNS COMPACTED TO 95% RELATIVE COMPACTION. CONSTRUCTION CALLOUTS PP PROTECT IN PLACE CRD CONSTRUCT CONCRETE CURB RAMP PER CITY OF FOWLER STD DWG ST-12D CONSTRUCT NEW VALLEY GUTTER PER CITY OF FOWLER STD DWG ST-13 VG CONSTRUCTION NOTES 1. EXISTING DRIVEWAYS, CURB, AND GUTTER TO REMAIN UNLESS OTHERWISE NOTED ON PLANS. CG CONSTRUCT CONCRETE CURB AND GUTTER PER CITY OF FOWLER STD DWG ST-10 DA CONSTRUCT RESIDENTIAL DRIVE APPROACH PER CITY OF FOWLER STD DWG ST-14 TRANSITION CONCRETE SMOOTHLY TO MATCH EXISTING TR CONSTRUCT CONCRETE SIDEWALK PER CITY OF FOWLER STD DWG ST-11 SW REMOVE AND DISPOSE OF TREE, GRIND STUMP, AND REMOVE ROOTS AS NECESSARY RT DW DETECTABLE WARNING SURFACE PER CALTRANS STD DETAIL A88A CEMENT TREAT THE BASE MATERIAL AND CONSTRUCT NEW ASPHALT PAVEMENT PER DETAIL 4, SHEET D12 AND PROJECT SPECIFICATIONS. MATCH EXISTING LIP OF GUTTER ELEVATION AND MAINTAIN CROSS SLOPE UP TO CENTERLINE CROWN ELEVATION OF ROADWAY, AS SHOWN ON THE PLAN. AG ADJUST UTILITY TO GRADE AA CONSTRUCT ALLEY APPROACH PER CITY OF FOWLER STD DWG ST-16 RL RELOCATION (E) FEATURE DI CONSTRUCT DRAIN INLET PER CITY OF FOWLER STD DWG D-1 57 Section 9, Item D

SS SS SS SS SS
W W W
W
W W W

OE OE OE OE OE OE

OT OT OT OT OT OT

V V V V V
V
V
V
V 0.9% 0.4%±

1.5%

0.7%

9.4%

9.6% 0.8% 1.3% 4.3%

1.1%

1.9%±

3.9%

1.9%±

4.4% 18' DW AA DW C 307.02 C 307.11 C 307.09± MATCH (E) C 307.02± MATCH (E) C 307.45± MATCH (E) C 307.38± MATCH (E) 4' 7' 3' 12' 3' TR C 307.15 C 307.19

3.7' 6'

3.9' CG TC 306.92± MATCH (E) FL 306.25± MATCH (E) LIP 306.44± MATCH (E) BEGIN C&G STA 15+88.18 (28.4' LT) TC 307.26± MATCH (E) FL 306.44± MATCH (E) LIP 306.53± MATCH (E) END C&G STA 16+15.18 (28.3' LT) TC/FL 306.28 LIP 306.45 TC/FL 306.41 LIP 306.57 2.5' 2.5' FENCE PP PP FENCE (E) ALLEY R/W C 307.17 R/W C 307.08 FH PP (E) SIDEWALK (E) SIDEWALK 10.3' C 307.08 C 307.14 STA 15+97.09 (48.8' LT) AP AC 307.19± MATCH (E) STA 16+07.40 (48.8' LT) AP AC 307.14± MATCH (E) 9' TC 307.26 FL 306.76 TC 306.93 FL 306.43 LIP 306.43 LIP 306.59 2' 2' TR TR

SS SS SS SS SS

W W W W W
G
G
G
G
G
G
G

G OE OE OE OE OE OE OE

OE OE OE OE OE

OT OT OT OT OT OT
V
V
V
V
V V V V V 1.5%±

0.6% 2.4%

1.5%

4.6%

6.6%

1.1%

3.5%± 3.2%

0.1%

1.8%

2.6%± 1.2%

0.8%
STA 16+05.31 (45.6' RT) AP AC 307.16± MATCH (E) STA 15+95.54 (45.5' RT) AP AC 307.01± MATCH (E) PP PP AA DW TR CG NGV PP FH PP 6' 4' 7' DW FENCE PP C 307.31± MATCH (E) C 307.41± MATCH (E) C 307.11 TC/C 306.94 C 307.21 C 307.26± MATCH (E) C 307.13± MATCH (E) C 307.21

3.9' C 307.04

3.6' 3' 14' 3' 22' 2.5' 2' 4' TR C 306.98 C 307.15 C 307.04 2.8' TC 307.21± MATCH (E) FL 306.62± MATCH (E) LIP 306.70± MATCH (E) END C&G STA 16+15.16 (28.1' RT) TC/FL 306.61 LIP 306.77 TC 307.18± MATCH (E) FL 306.54± MATCH (E) LIP 306.63± MATCH (E) BEGIN C&G STA 15+86.66 (28.0' RT) LIP 306.71 9.8' (E) SIDEWALK (E) SIDEWALK (E) ALLEY EG 307.29± TC 307.11 FL 306.61 STA 15+93.64 (33.0' RT) EC LIP 306.78 TC 307.05 FL 306.55 STA 15+88.66 (28.0' RT) BC R5 2' STA 15+89.47 (37.5' RT) AP C 307.09 5.4' STA 16+13.40 (37.9' RT) AP C 307.27 1.1'

1.2%
D

V V V V V V V V
V V
V V
V
V V V
V V V 1.5%

1.5%±

0.9%

0.9% 6.5%

7.5% 4.5% 0.6% 5.7%

7.5% 0.2%

1.5% 0.2% 0.7%± 4.5% 0.2% END C&G STA 17+72.87 (44.3' LT) BEGIN C&G STA 17+56.91 (28.3' LT) LIP 306.52± MATCH (E) FL 306.39± MATCH (E) TC 307.10± MATCH (E) PP DI (E) SIDEWALK TR TR CRD DW TC/C 307.31 TC 306.87 FL 306.37 CG CG 5' 5' 8' 4' 2' TC/C 307.32 TC/C 307.13 TC/C 307.08 C 307.43± MATCH (E) 3' 3' DW 4.1'
4' C 307.46± MATCH (E) C 307.23± MATCH (E) C 307.17± MATCH (E) C 307.14 C 307.37 LIP 306.46 LIP 306.39± MATCH (E) FL 306.28± MATCH (E) TC 307.24± MATCH (E) TC 306.77 FL 306.27 LIP 306.35 END C&G STA 17+68.41 (27.8' LT) BEGIN C&G STA 17+73.29 (33.3' LT) EG 307.30±

3.5' 3.5' FENCE PP
(E) SIDEWALK
R/W R/W STA 17+52.81 (38.3' LT) AP C 307.19 STA 17+62.68 (50.3' LT) AP C 307.38 LIP 306.35± MATCH (E) FL 306.26± MATCH (E) TC 306.72± MATCH (E) LIP 306.43± MATCH (E) FL 306.34± MATCH (E) TC 306.80± MATCH (E) C 306.71 TC 307.05 C 306.72 TC 307.21 C 306.69 TC 306.81 C 306.68 TC 306.82 2' 4' 6' 5' 5' FRESNO STREET 5TH STREET 2' 2'
G
G
G
G

G OE OE OE OE OE OE

V V V V V V V V
V V
V V
V 1.7%

7.0% 7.5%

0.3% 0.2%±

0.5% 0.6% 2.1% 1.5%

1.0%±
R5'

4.5% BEGIN C&G STA 17+56.35 (27.8' RT) CG LIP 307.00± MATCH (E) FL 306.92± MATCH (E) TC 307.38± MATCH (E) TC 307.40 FL 306.90 LIP 306.98 TC 307.38 FL 306.88 LIP 306.96

4.5% CG TC/C 307.33 C 307.41± MATCH (E)
(E) SIDEWALK
R/W R/W 4.6'

4.8' (E) SIDEWALK C 307.46± MATCH (E) TC/C 307.28 TR CRD DW 5' 5.5' TR DW EG ???± TC 307.34 FL 306.84 LIP 306.92 TC 307.32 FL 306.82 LIP 306.91 END C&G STA 17+72.93 (44.4' RT) LIP 306.88± MATCH (E) FL 306.80± MATCH (E) TC 307.32± MATCH (E) 3' 3' 4.5% 4.5%
3' 3'
5' 5' 5.5' C 307.30 TC 307.36 5TH STREET FRESNO STREET C 307.37± MATCH (E) C 307.36± MATCH (E) 1' R1-1 RL 1' TC 307.41 FL 306.91 LIP 307.08 2'
2' 5' C 307.36 TC 307.86 FL 307.36 LIP 306.97 STA 17+67.89 (27.9' RT) BC TCFL 307.38 306.88calcSTA 17+72.88 (32.8' RT) BC TCFL 307.34 306.84calc LICENSE NO: DESIGN ENGINEER: SHEETDATE: JOB NO: DRAFTED BY: CHECKED BY: OF ORIGINAL SCALE SHOWN IS ONE INCH. ADJUST SCALE FOR REDUCED OR ENLARGED PLANS. 0 1" PHASE: PROJECT NO:

FRESNO STREET RECONSTRUCTION

CITY OF FOWLER

FRESNO COUNTY

DETAILS
SITE DETAILS SOO HO PARK 89361 P&P SHP 1/20/2026 261925022 261925022 D3 26 36 1/19/2026 11:06 PM G:\Fowler_City of-2619\261925022-Fresno Street Reconstruction\300 CAD\340 Sheet Sets\04_Civil_Details\D3 SITE DETAILS.dwg -Trent Pires BIDSET
1/20/2026
DATE No. REVISION BY
COPYRIGHT 2025 by PROVOST & PRITCHARD ENGINEERING
GROUP, INC. ALL RIGHTS RESERVED
The firm of Provost & Pritchard Engineering Group, Inc. expressly reserves its common law copyright and other applicable property rights in these plans. These plans are not to be reproduced, changed, or copied in any form or manner whatsoever, nor are they to be assigned to a third party without first obtaining the written permission and consent of Provost & Pritchard Engineering Group, Inc. In the event of unauthorized reuse of these plans by a third party, the third party shall hold the firm of Provost & Pritchard Engineering Group, Inc. harmless, and shall bear the cost of Provost & Pritchard Engineering Group, Inc.'s legal fees associated with defending and enforcing these rights. Know what's below. Call before you dig. WARNING POWER LINES OVERHEAD 455 W FIR AVENUE
CLOVIS, CA 93611-9166
PHONE (559) 449-2700
FAX (559) 449-2715
www.provostandpritchard.com SCALE: D3 1" = 5'
1 SCALE: D3 1" = 5'
2 SCALE: D3 1" = 5'
3 NORTH ALLEY APPROACH BETWEEN 6TH STREET & 5TH STREET STATIONING ALONG FRESNO STREET CENTERLINE SOUTH ALLEY APPROACH BETWEEN 6TH STREET & 5TH STREET STATIONING ALONG FRESNO STREET CENTERLINE NW CR FRESNO STREET & 5TH STREET STATIONING ALONG FRESNO STREET CENTERLINE SW CR FRESNO STREET & 5TH STREET STATIONING ALONG FRESNO STREET CENTERLINE SCALE: D3 1" = 5' 4 CONSTRUCTION LEGEND PLACE 0.5' AC PLUG OVER 0.5' COMPACTED NATIVE SOIL. SEE DETAIL 3 ON SHEET D12. 4" THICK CONCRETE OVER 6" CNS COMPACTED TO 95% RELATIVE COMPACTION. 6" THICK CONCRETE OVER 6" CNS COMPACTED TO 95% RELATIVE COMPACTION. CONSTRUCTION CALLOUTS PP PROTECT IN PLACE CRD CONSTRUCT CONCRETE CURB RAMP PER CITY OF FOWLER STD DWG ST-12D CONSTRUCT NEW VALLEY GUTTER PER CITY OF FOWLER STD DWG ST-13 VG CONSTRUCTION NOTES 1. EXISTING DRIVEWAYS, CURB, AND GUTTER TO REMAIN UNLESS OTHERWISE NOTED ON PLANS. CG CONSTRUCT CONCRETE CURB AND GUTTER PER CITY OF FOWLER STD DWG ST-10 DA CONSTRUCT RESIDENTIAL DRIVE APPROACH PER CITY OF FOWLER STD DWG ST-14 TRANSITION CONCRETE SMOOTHLY TO MATCH EXISTING TR CONSTRUCT CONCRETE SIDEWALK PER CITY OF FOWLER STD DWG ST-11 SW REMOVE AND DISPOSE OF TREE, GRIND STUMP, AND REMOVE ROOTS AS NECESSARY RT DW DETECTABLE WARNING SURFACE PER CALTRANS STD DETAIL A88A CEMENT TREAT THE BASE MATERIAL AND CONSTRUCT NEW ASPHALT PAVEMENT PER DETAIL 4, SHEET D12 AND PROJECT SPECIFICATIONS. MATCH EXISTING LIP OF GUTTER ELEVATION AND MAINTAIN CROSS SLOPE UP TO CENTERLINE CROWN ELEVATION OF ROADWAY, AS SHOWN ON THE PLAN. AG ADJUST UTILITY TO GRADE AA CONSTRUCT ALLEY APPROACH PER CITY OF FOWLER STD DWG ST-16 RL RELOCATION (E) FEATURE DI CONSTRUCT DRAIN INLET PER CITY OF FOWLER STD DWG D-1 58 Section 9, Item D
D
FD
W
W
W
W
W W W
W

V V V V V V V V
V V
V
V V V
V V V
V 6.8% 0.4% 6.3% 1.8%

7.2% 0.4% 6.6% 1.9% C 307.43± MATCH (E) C 307.48± MATCH (E) C 307.51± MATCH (E) C 307.48± MATCH (E) 4.6' PP R1-1 C 307.39 C 307.45 C 307.41 C 307.43 5' 6' 4' 2'

3.8' 1.2%±

0.7%±
3' 3' 2'
5' TC/C 307.33 TC/C 307.35 TC/C 307.37 TC/C 307.33
R/W BEGIN C&G STA 18+29.16 (44.2' LT) END C&G STA 18+28.65 (33.2' LT) WV AG FH PP TC 307.18± MATCH (E) FL 306.62± MATCH (E) LIP 306.69± MATCH (E) (E) SIDEWALK R/W (E) SIDEWALK TC 307.04± MATCH (E) FL 306.55± MATCH (E) LIP 306.61± MATCH (E) CG DW DW CG TR CRD TR TC 307.09 FL 306.59 LIP 306.67 BEGIN C&G STA 18+33.68 (28.7' LT) TC 306.96± MATCH (E) FL 306.65± MATCH (E) LIP 306.61± MATCH (E) TC 307.06 FL 306.56 LIP 306.65 END C&G STA 18+56.04 (28.3' LT) TC 307.29± MATCH (E) FL 306.62± MATCH (E) LIP 306.69± MATCH (E)

0.4%

0.4% 1.0% 0.7% EG 307.20± DI PP E FRESNO ST
5TH ST C 306.98 TC 307.23 C 306.96 TC 307.21 C 306.96 TC 307.21 C 306.94 TC 307.19 AG WV 5 5
6 4
2 TC 307.12 FL 306.62 LIP 306.78 14.4'
5' 4.5%

4.5%
G
G
G
G

G OE OE OE OE OE

V V V V V V V V
V V
V V
V (E) SIDEWALK R/W 3.3%±

1.3%±

4.7' 4.5'
(E) SIDEWALK
R/W 7.5% 0.5% 4.7% 0.0%

1.5% 7.0% 0.5% 7.5%

1.2%

1.2% 1.5% 1.4% STA 18+28.81 (32.9' RT) BC TCFL 307.32calc 306.82 STA 18+33.93 (27.8' RT) EC TCFL 307.32calc 306.82 CG CG 5' PP PP & GW
2' 4' 5' 5' 5' 5' 5' 5' 4' 2' TR DW CRD TR
3' DW 3' EG 307.22±C 307.43 TC/C 307.43 C 307.43± MATCH (E) C 307.49± MATCH (E) C 307.49 TC/C 307.49 TC/C 307.61 C 307.70± MATCH (E) C 307.55± MATCH (E) C 307.59 C 307.67 TC/C 307.54 END C&G STA 18+44.96 (28.3' RT) TC 307.29± MATCH (E) FL 306.83± MATCH (E) LIP 306.93± MATCH (E) BEGIN C&G STA 18+29.33 (43.9' RT) TC 307.30± MATCH (E) FL 306.82± MATCH (E) LIP 306.93± MATCH (E) TC 307.32 FL 306.82 LIP 306.91 TC 307.32 FL 306.82 LIP 306.91 TC 307.32 FL 306.82 LIP 306.91 TC 307.32 FL 306.82 LIP 306.91 R5' E FRESNO ST
5TH ST C 307.21 TC 307.46 C 307.23 TC 307.43 C 307.26 TC 307.61 C 307.23 TC 307.38 3' 2'

4.5% 4.5%

V V V V V V V V V V V V V

W W W W
W
W
W
W
W
W
W
W

SS SS SS SS SS SS
□ □
□
□
□

OE OE OE OE OE OE
V
V V

V V V V V
V
V V C 307.69± MATCH (E) C 307.47± MATCH (E)
4' C 307.90± MATCH (E) C 307.92± MATCH (E)

4.1'

5.5%±

0.6%±

11.6%

11.5% C 307.36 C 307.39
5' 4.5' DA

1.5% 12'

1.5% 4.4% 3' 3' C 307.40 C 307.53

7.5% C 307.51

1.5%8.3%

8.0%
(E) SIDEWALK (E) SIDEWALK 2.5' 2' AC/C 307.53 TC/C 307.51 0.2% 0.2% STA 19+81.17 (38.2' LT) AP C 307.59STA 19+85.17 (39.7' LT) AP C 307.52 STA 20+13.19 (39.7' LT) AP C 307.59 AA PP TREE PP TREE TREE PP 2.5'

4.5' C 307.50 BEGIN DA STA 19+48.36 (28.2' LT) TC 307.36± MATCH (E) FL 306.77± MATCH (E) LIP 306.87± MATCH (E) TC/FL 306.81 LIP 306.97 TC/FL 306.78 LIP 306.95 TR LIP 307.09 TC/FL 306.87 LIP 307.03 7' 4' 3' 17' 3' 0.2% END C&G STA 20+14.68 (28.2' LT) TC 307.84± MATCH (E) FL 306.93± MATCH (E) LIP 307.08± MATCH (E) (E) ALLEY
(E) DRIVEWAY DW DW CG CG C 307.60± MATCH (E) C 307.62± MATCH (E) 0.2% 0.2%

1.5%

1.5% PP FENCE R/W R/W 2.3%

1.9%TR4' TC 307.32 FL 306.82 LIP 306.98 TC 307.36 FL 306.86 LIP 307.03

1.5% E FRESNO ST C 307.42

1.8' C 307.53 2' BEGIN C&G STA 19+46.36 (28.2' LT) TC 307.28 FL 306.78 LIP 306.94 END DA STA 19+66.36 (28.2' LT) C 307.36 WM PP C 307.46 C 307.60± MATCH (E) 6' C 307.43 BEGIN AA STA 19+85.17 (28.2' LT) TC 307.42 FL 306.92 END AA STA 20+12.68 (28.2' LT) EC STA 20+07.68 (33.2' LT) BC 2.5' 25' POLE PP AC/C 307.57

1.5%
R5' C 307.47 STA 20+03.97 (47.7' LT) C 307.48± MATCH (E) STA 19+94.03 (47.7' LT) C 307.28± MATCH (E) LICENSE NO: DESIGN ENGINEER: SHEETDATE: JOB NO: DRAFTED BY: CHECKED BY: OF ORIGINAL SCALE SHOWN IS ONE INCH. ADJUST SCALE FOR REDUCED OR ENLARGED PLANS. 0 1" PHASE: PROJECT NO:

FRESNO STREET RECONSTRUCTION

CITY OF FOWLER

FRESNO COUNTY

DETAILS
SITE DETAILS SOO HO PARK 89361 P&P SHP 1/20/2026 261925022 261925022 D4 27 36 1/19/2026 11:07 PM G:\Fowler_City of-2619\261925022-Fresno Street Reconstruction\300 CAD\340 Sheet Sets\04_Civil_Details\D4 SITE DETAILS.dwg -Trent Pires BIDSET
1/20/2026
DATE No. REVISION BY
COPYRIGHT 2025 by PROVOST & PRITCHARD ENGINEERING
GROUP, INC. ALL RIGHTS RESERVED
The firm of Provost & Pritchard Engineering Group, Inc. expressly reserves its common law copyright and other applicable property rights in these plans. These plans are not to be reproduced, changed, or copied in any form or manner whatsoever, nor are they to be assigned to a third party without first obtaining the written permission and consent of Provost & Pritchard Engineering Group, Inc. In the event of unauthorized reuse of these plans by a third party, the third party shall hold the firm of Provost & Pritchard Engineering Group, Inc. harmless, and shall bear the cost of Provost & Pritchard Engineering Group, Inc.'s legal fees associated with defending and enforcing these rights. Know what's below. Call before you dig. WARNING POWER LINES OVERHEAD 455 W FIR AVENUE
CLOVIS, CA 93611-9166
PHONE (559) 449-2700
FAX (559) 449-2715
www.provostandpritchard.com SCALE: D4 1" = 5'
1 SCALE: D4 1" = 5'
2 SCALE: D4 1" = 5'
3 NE CR FRESNO STREET & 5TH STREET STATIONING ALONG FRESNO STREET CENTERLINE SE CR FRESNO STREET & 5TH STREET STATIONING ALONG FRESNO STREET CENTERLINE DA FRESNO STREET STA 19+50 & NORTH ALLEY APPROACH STATIONING ALONG FRESNO STREET CENTERLINE CONSTRUCTION LEGEND PLACE 0.5' AC PLUG OVER 0.5' COMPACTED NATIVE SOIL. SEE DETAIL 3 ON SHEET D12. 4" THICK CONCRETE OVER 6" CNS COMPACTED TO 95% RELATIVE COMPACTION. 6" THICK CONCRETE OVER 6" CNS COMPACTED TO 95% RELATIVE COMPACTION. CONSTRUCTION CALLOUTS PP PROTECT IN PLACE CRD CONSTRUCT CONCRETE CURB RAMP PER CITY OF FOWLER STD DWG ST-12D CONSTRUCT NEW VALLEY GUTTER PER CITY OF FOWLER STD DWG ST-13 VG CONSTRUCTION NOTES 1. EXISTING DRIVEWAYS, CURB, AND GUTTER TO REMAIN UNLESS OTHERWISE NOTED ON PLANS. CG CONSTRUCT CONCRETE CURB AND GUTTER PER CITY OF FOWLER STD DWG ST-10 DA CONSTRUCT RESIDENTIAL DRIVE APPROACH PER CITY OF FOWLER STD DWG ST-14 TRANSITION CONCRETE SMOOTHLY TO MATCH EXISTING TR CONSTRUCT CONCRETE SIDEWALK PER CITY OF FOWLER STD DWG ST-11 SW REMOVE AND DISPOSE OF TREE, GRIND STUMP, AND REMOVE ROOTS AS NECESSARY RT DW DETECTABLE WARNING SURFACE PER CALTRANS STD DETAIL A88A CEMENT TREAT THE BASE MATERIAL AND CONSTRUCT NEW ASPHALT PAVEMENT PER DETAIL 4, SHEET D12 AND PROJECT SPECIFICATIONS. MATCH EXISTING LIP OF GUTTER ELEVATION AND MAINTAIN CROSS SLOPE UP TO CENTERLINE CROWN ELEVATION OF ROADWAY, AS SHOWN ON THE PLAN. AG ADJUST UTILITY TO GRADE AA CONSTRUCT ALLEY APPROACH PER CITY OF FOWLER STD DWG ST-16 RL RELOCATION (E) FEATURE DI CONSTRUCT DRAIN INLET PER CITY OF FOWLER STD DWG D-1 59 Section 9, Item D
W
W
W W
W
W
W

SS SS SS SS SS
G
G
G
G
G
G

G G G G
W
W
W
W

W W OE OE OE OE OE OE

OE OE OE OE OE OE
V
V V
V

V V V V V
V V STA 19+88.24 (39.5' RT) AP 307.73 22.5' 2.5' PP PP 0.2%

4.5%

7.9%

9.7%PP FH 0.3% 0.3%

1.5%

1.5% 1.1%±

0.6%±

2.4%±
STA 20+13.24 (39.4' RT) AP C 307.81 C 307.88± MATCH (E) C 307.99± MATCH (E)

1.5% 2.5% AA DW CG TR DW TR C 307.69± MATCH (E) C 307.72± MATCH (E) (E) SIDEWALK 0.3% (E) SIDEWALK C 307.64 C 307.73 C 307.73 C 307.68 2.5' 2.5'

1.5% 3' 14' 3'
7' R/W R/W WV AG END C&G STA 20+13.16 (28.4' RT) TC 307.57± MATCH (E) FL 307.36± MATCH (E) LIP 307.16± MATCH (E) BEGIN C&G STA 19+88.16 (28.0' RT) TC 307.56± MATCH (E) FL 307.32± MATCH (E) LIP 307.10± MATCH (E) TC/FL 307.03 LIP 307.20 FENCE PP PP FENCE (E) ALLEY E FRESNO ST 4' AC/C 307.74 AC/C 307.79
4' 4'

5.9'

5.3'
R5'
STA 19+98.99 (43.5' RT) C 307.99± MATCH (E) STA 20+09.42 (43.4' RT) C 307.88± MATCH (E)

G G G G G
W
W
G
G
W
W
W
W
W

OE OE OE OE OE OE
V V V
V V

V V V V V V V
V V V V V V V V V V V V V V V V V V V V V V C 308.46± MATCH (E) C 308.36± MATCH (E) C 308.44 C 308.33 C 308.33 C 308.39 C 308.39 LIP 307.80 END CG&SW STA 24+18.68 (28.2' LT) TC 308.09± MATCH (E) FL 307.61± MATCH (E) LIP 307.73± MATCH (E) R/W R/W TC/FL 307.58 LIP 307.77 AA DW DW CG TR SW PP FH 2.5'

5.3'
STA 23+84.68 (33.0' LT) AP WV AGC 308.34 0.1%

11.5%

1.5%
(E) ALLEY BEGIN CG&SW STA 23+60.60 (28.2' LT) TC 308.17± MATCH (E) FL 307.56± MATCH (E) LIP 307.68± MATCH (E) LIP 307.77 CG

12.6% C 308.43 0.3%

1.5% 3' 0.0% AC 308.53± MATCH (E) AC 308.47± MATCH (E) 20' AC 308.52± MATCH (E) (E) SIDEWALK (E) SIDEWALK

2.3%±

4.1' E FRESNO ST
4' 3'
5'
2' 3' STA 24+10.68 (33.2' LT) BC
STA 24+15.68 (28.1' LT) EC / END AA TCFL 308.11calc 307.61 2' 3' C 308.41 3' 5' 27.5'

3.5%± C 308.45 C 308.39± MATCH (E) C 308.53± MATCH (E) STA 23+63.61 (33.0' LT) AP C 308.36 (E) SIDEWALK STA 23+85.67 (28.1' LT) BEGIN AA TCFL 308.08calc 307.58 0.1%

1.5%

1.5% C 308.42 TC 308.06 FL 307.56 LIP 307.75 2'
R5'
STA 23+70.32 (40.0' LT) C 308.46± MATCH (E) STA 23+74.57 (40.0' LT) C 308.45± MATCH (E) OE OE W
W
V V BEGIN C&G STA 22+44.24 (27.7' RT) TC 307.85± MATCH (E) FL 307.65± MATCH (E) LIP 307.46± MATCH (E) CG C 308.04± MATCH (E) C 308.26± MATCH (E) TR C 308.11 BEGIN SW STA 22+49.58 (37.5' RT) R/W

5.5' TREE PP

4.7'

4.8%± 4.1' STA 22+53.67 (38.7' RT) AP C 308.16 SW
G
G
G
G G
□
□
□ OE OE OE OE OE OE OE OE OE OE OE OE OE
W
W
W
W
W
W
W
W
W
W
W
W

W W W W W
SS

OE OE OE OE OE OE
V V V
V V V V V 35.3' C 308.31 C 308.08

15.1% SW DW DW END CG&SW, AA
STA 24+13.20 (27.4' RT) TC 307.71± MATCH (E) FL 307.67± MATCH (E) LIP 307.69± MATCH (E) C 307.85 C 307.95

4.3%

5.5%

1.5%

1.5%

13.6%

5.7% CG 0.1% CG C 308.28 C 308.30

1.5% 6.3% C 308.36 C 308.27TC/FL 307.47 LIP 307.63 TC/FL 307.49 LIP 307.66 TC 308.00 FL 307.50 LIP 307.66 TC 307.96 FL 307.46 LIP 307.63 TC 308.06 FL 307.56 LIP 307.71 END SIDEWALK STA 23+24.95 (38.6' RT) C 308.11± MATCH (E) C 308.20± MATCH (E) (E) ALLEY C 308.15± MATCH (E) C 308.31

3.1% 3.9%

1.7%±

1.5% 12.5' 20' 2.5'
5' 3' 3'

2.0%
(E) SIDEWALK

5.4' PP TREE PP PP 4.5' 2'

5.5' 3' 22' 3' C 308.39 0.6%
5' 5.5'
(E) DRIVEWAY AA DA

1.5% PP FENCE R/W R/W E FRESNO ST C ???± MATCH (E) C 308.41± MATCH (E) C 308.30± MATCH (E) C 308.26± MATCH (E) C 308.28 C 308.39 C 308.36 C 308.37 7'
1'
1' LIP 307.88± MATCH (E) FL 307.72± MATCH (E) LIP 307.82± MATCH (E) BEGIN DA STA 23+24.93 (27.6' RT) END DA STA 23+52.93 (27.5' RT) STA 23+90.70 (27.5' RT) BC / BEGIN AA TCFL 308.04calc 307.54 STA 23+95.71 (32.5' RT) BC LIP 307.83 STA 23+92.73 (40.0' RT) AP C 308.02 3.1% 3.4% C 308.02± MATCH (E) GW PP STA 24+11.23 (40.0' RT) AP C 308.12 R5' 3.1% LICENSE NO: DESIGN ENGINEER: SHEETDATE: JOB NO: DRAFTED BY: CHECKED BY: OF ORIGINAL SCALE SHOWN IS ONE INCH. ADJUST SCALE FOR REDUCED OR ENLARGED PLANS. 0 1" PHASE: PROJECT NO:

FRESNO STREET RECONSTRUCTION

CITY OF FOWLER

FRESNO COUNTY

DETAILS
SITE DETAILS SOO HO PARK 89361 P&P SHP 1/20/2026 261925022 261925022 D5 28 36 1/19/2026 11:07 PM G:\Fowler_City of-2619\261925022-Fresno Street Reconstruction\300 CAD\340 Sheet Sets\04_Civil_Details\D5 SITE DETAILS.dwg -Trent Pires BIDSET
1/20/2026
DATE No. REVISION BY
COPYRIGHT 2025 by PROVOST & PRITCHARD ENGINEERING
GROUP, INC. ALL RIGHTS RESERVED
The firm of Provost & Pritchard Engineering Group, Inc. expressly reserves its common law copyright and other applicable property rights in these plans. These plans are not to be reproduced, changed, or copied in any form or manner whatsoever, nor are they to be assigned to a third party without first obtaining the written permission and consent of Provost & Pritchard Engineering Group, Inc. In the event of unauthorized reuse of these plans by a third party, the third party shall hold the firm of Provost & Pritchard Engineering Group, Inc. harmless, and shall bear the cost of Provost & Pritchard Engineering Group, Inc.'s legal fees associated with defending and enforcing these rights. Know what's below. Call before you dig. WARNING POWER LINES OVERHEAD 455 W FIR AVENUE
CLOVIS, CA 93611-9166
PHONE (559) 449-2700
FAX (559) 449-2715
www.provostandpritchard.com SCALE: D5 1" = 5'
1 SCALE: D5 1" = 5' SOUTH ALLEY APPROACH BETWEEN 4TH AND 5TH 2 STATIONING ALONG FRESNO STREET CENTERLINE DA FRESNO STREET STA 23+50 & SOUTH ALLEY APPROACH STATIONING ALONG FRESNO STREET CENTERLINE NORTH ALLEY APPROACH BETWEEN 4TH STREET & 3RD STREET STATIONING ALONG FRESNO STREET CENTERLINE CONSTRUCTION LEGEND PLACE 0.5' AC PLUG OVER 0.5' COMPACTED NATIVE SOIL. SEE DETAIL 3 ON SHEET D12. 4" THICK CONCRETE OVER 6" CNS COMPACTED TO 95% RELATIVE COMPACTION. 6" THICK CONCRETE OVER 6" CNS COMPACTED TO 95% RELATIVE COMPACTION. CONSTRUCTION CALLOUTS PP PROTECT IN PLACE CRD CONSTRUCT CONCRETE CURB RAMP PER CITY OF FOWLER STD DWG ST-12D CONSTRUCT NEW VALLEY GUTTER PER CITY OF FOWLER STD DWG ST-13 VG CONSTRUCTION NOTES 1. EXISTING DRIVEWAYS, CURB, AND GUTTER TO REMAIN UNLESS OTHERWISE NOTED ON PLANS. CG CONSTRUCT CONCRETE CURB AND GUTTER PER CITY OF FOWLER STD DWG ST-10 DA CONSTRUCT RESIDENTIAL DRIVE APPROACH PER CITY OF FOWLER STD DWG ST-14 TRANSITION CONCRETE SMOOTHLY TO MATCH EXISTING TR CONSTRUCT CONCRETE SIDEWALK PER CITY OF FOWLER STD DWG ST-11 SW REMOVE AND DISPOSE OF TREE, GRIND STUMP, AND REMOVE ROOTS AS NECESSARY RT DW DETECTABLE WARNING SURFACE PER CALTRANS STD DETAIL A88A CEMENT TREAT THE BASE MATERIAL AND CONSTRUCT NEW ASPHALT PAVEMENT PER DETAIL 4, SHEET D12 AND PROJECT SPECIFICATIONS. MATCH EXISTING LIP OF GUTTER ELEVATION AND MAINTAIN CROSS SLOPE UP TO CENTERLINE CROWN ELEVATION OF ROADWAY, AS SHOWN ON THE PLAN. AG ADJUST UTILITY TO GRADE AA CONSTRUCT ALLEY APPROACH PER CITY OF FOWLER STD DWG ST-16 RL RELOCATION (E) FEATURE DI CONSTRUCT DRAIN INLET PER CITY OF FOWLER STD DWG D-1 SCALE: D5 1" = 5' 3 60
Section 9, Item D

OE OE OE OE OE OE
W
W
W
W
W
W
V
V V
V V
V
V V V V V V V V V V TR TR END C&G STA 25+09.51 (28.0' RT) TC 308.14± MATCH (E) FL 307.85± MATCH (E) LIP 307.75± MATCH (E) TC/FL 307.75 LIP 307.92 TC/FL 307.83 LIP 308.00 BEGIN C&G STA 24+82.51 (28.0' RT) TC 308.02± MATCH (E) FL 307.73± MATCH (E) LIP 307.73± MATCH (E)

9.5%

7.6% CG 1.5' 3' 18' 3' 1.5' 0.1%

4.1'

0.4%±
(E) SIDEWALK C 308.35± MATCH (E)

4.5' 5.5'

0.8%± C 308.29± MATCH (E) C 308.26± MATCH (E)

3.9' 4' 4' C 308.30 C 308.25

0.9% 5.6%

1.1% 1.8% C 308.27 C 308.25 (E) SIDEWALK

1.5%

1.5%
(E) DRIVEWAY DA R/W R/W E FRESNO ST

2.5' 19.5' 27' C 308.34 C 308.34 C 308.30 C 308.32 4.5' 4.5' C 308.33± MATCH (E) STA 24+86.18 (40.0' RT) C 308.35± MATCH (E) STA 25+05.68 (40.0' RT) C 308.32± MATCH (E) E
E

E OE OE OE OE OE OE
UE
UE
W
W
W
W
W
W

V V V V V V V V V V V V
V
V V
V STA 26+37.65 (39.1' RT) AP C 308.36 C 308.47± MATCH (E) C 308.38± MATCH (E) CR C 308.37± MATCH (E) C 308.29± MATCH (E) C 308.29 C 308.29 BEGIN C&G STA 26+24.92 (28.1' RT) TC 308.37± MATCH (E) FL 307.85± MATCH (E) LIP 308.00± MATCH (E) END C&G STA 26+46.92 (28.2' RT) TC 307.84± MATCH (E) FL 307.84± MATCH (E) LIP 307.94± MATCH (E) TC/FL 307.84 LIP 307.92 TC/FL 307.84 LIP 307.93 CG TC 308.38 FL 307.88 LIP 308.01 TC 308.35 FL 307.85 LIP 308.00

4.9' 6'
3' DW

1.9%±

1.8%±

0.3%

3.8'

4.9' (E) SIDEWALK
(E) SIDEWALK

0.7% SIGN PP 4' 4' 4' R/W R/W DA PP PP PP 1.4%

6.7%

4.5%

4.5% E FRESNO ST END SW STA 26+41.89 (36.6' RT) 2' 2' BEGIN SW STA 26+29.88 (39.1' RT) CG G
G
G
G
G
G
G
G
G
G
G
G
G
G

V V V V V V V V V V V V

V V V V V V V V V V V V V V
V V V

V V V V V V
V

V V V V V V V V

V V V V V V V PP FH PP SL SIGN PP

5.5' 5' 5.5' 5' 10' 4'
3' 3' DW DW CRD

5.0% 0.8% 2.0% TR

3.8'

0.4%± 5.7% 0.8%

1.2% C 308.60± MATCH (E) C 308.58± MATCH (E) STA 26+28.34 (33.1' LT) BC TCFL 308.46calc 307.96 STA 26+33.45 (27.9' LT) EC TCFL 308.49calc 307.99 6'VG C 308.54 0.37%

0.83%

0.43%

0.32%

1.18% END C&G STA 26+44.94 (28.4' LT) TC 308.56± MATCH (E) FL 308.09± MATCH (E) LIP 308.18± MATCH (E) BEGIN CG&SW STA 25+50.10 (28.3' LT) TC 308.16± MATCH (E) FL 307.67± MATCH (E) LIP 307.77± MATCH (E) STA 25+68.07 (27.7' LT) BC TCFL 308.22calc 307.72 FL 307.95 FL 307.74 3' 3' STA 25+73.21 (32.9' LT) EC TCFL 308.29calc 307.79 TC 308.54 FL 308.04 LIP 308.13 TC 308.50 FL 308.00 LIP 308.08 CG CGTC/C 308.34 TC/C 308.33 R/W TC/C 308.30 C 308.38 TC 308.17 FL 307.67 LIP 307.84 LIP 307.89 R/W
(E) SIDEWALK
STA 26+23.35 (44.6' LT) AP AC 308.19 CG CG 3.2' TC 308.49 FL 307.99 LIP 308.13 TC 308.36 FL 307.86 LIP 307.95 END C&G STA 25+72.64 (44.3' LT) TC 308.33± MATCH (E) FL 307.92± MATCH (E) LIP 308.01± MATCH (E) TREE PP C 308.63± MATCH (E) C 308.75± MATCH (E) C 308.57 TC/C 308.47 TC/C 308.39 C 308.61± MATCH (E)

9.6'
5' 6' 4' 2' 4' 6' 5' 5.5' TR TR2' TC/C 308.34 2.8% 3.2% 1.5% 3.2%

1.2% 5.7% 4.5% TC/C 308.26 1.9%± 5.9'

4.5%± R/W (E) SIDEWALK
(E) SIDEWALK

R/W CRD

8.9% 4.5% 4.5%

4.5%
3RD STREET E FRESNO ST DW3' 2' STA 26+49.49 (39.0' LT) AP C 308.56 R5'
R5' C 308.05 TC 308.30 C 308.13 TC 308.38 C 307.99 TC 308.25 C 308.07 TC 308.31 STA 25+61.98 (48.8' LT) AP C 308.65 STA 26+00.75 (44.4' LT) AC 308.43 STA 26+00.74 (31.9' LT) AC 308.04 1' STA 25+52.04 (38.9' LT) AP C 308.51
1' 1' TC 308.57 FL 308.07 LIP 308.16 STA 26+21.46 (32.0' LT) AP LIP 308.06 STA 26+26.48 (37.0' LT) AP LIP 308.12 STA 25+80.09 (31.9' LT) AP LIP 307.93 STA 25+75.06 (36.9' LT) AP LIP 307.92 V V V
V V V

1.2% 1.6%± 3.7' TR
3' C 308.77± MATCH (E) C 308.71± MATCH (E) 5'
R/WC 308.63 (E) SIDEWALK STA 26+23.46 (68.9' LT) AP AC 308.30 END CG&SW STA 26+29.10 (68.8' LT) TC 308.44± MATCH (E) FL 308.11± MATCH (E) LIP 308.19± MATCH (E) CG STA 26+39.61 (65.9' LT) AP C 308.71 3.2' 1.6% LICENSE NO: DESIGN ENGINEER: SHEETDATE: JOB NO: DRAFTED BY: CHECKED BY: OF ORIGINAL SCALE SHOWN IS ONE INCH. ADJUST SCALE FOR REDUCED OR ENLARGED PLANS. 0 1" PHASE: PROJECT NO:

FRESNO STREET RECONSTRUCTION

CITY OF FOWLER

FRESNO COUNTY

DETAILS
SITE DETAILS SOO HO PARK 89361 P&P SHP 1/20/2026 261925022 261925022 D6 29 36 1/19/2026 11:08 PM G:\Fowler_City of-2619\261925022-Fresno Street Reconstruction\300 CAD\340 Sheet Sets\04_Civil_Details\D6 SITE DETAILS.dwg -Trent Pires DA FRESNO STREET STA 25+00 STATIONING ALONG FRESNO STREET CENTERLINE SW CR FRESNO ST AND 3RD STREET STATIONING ALONG FRESNO STREET CENTERLINE NW & NE CR FRESNO STREET & 3TH STREET STATIONING ALONG FRESNO STREET CENTERLINE CONSTRUCTION LEGEND PLACE 0.5' AC PLUG OVER 0.5' COMPACTED NATIVE SOIL. SEE DETAIL 3 ON SHEET D12. 4" THICK CONCRETE OVER 6" CNS COMPACTED TO 95% RELATIVE COMPACTION. 6" THICK CONCRETE OVER 6" CNS COMPACTED TO 95% RELATIVE COMPACTION. CONSTRUCTION CALLOUTS PP PROTECT IN PLACE CRD CONSTRUCT CONCRETE CURB RAMP PER CITY OF FOWLER STD DWG ST-12D CONSTRUCT NEW VALLEY GUTTER PER CITY OF FOWLER STD DWG ST-13 VG CONSTRUCTION NOTES 1. EXISTING DRIVEWAYS, CURB, AND GUTTER TO REMAIN UNLESS OTHERWISE NOTED ON PLANS. CG CONSTRUCT CONCRETE CURB AND GUTTER PER CITY OF FOWLER STD DWG ST-10 DA CONSTRUCT RESIDENTIAL DRIVE APPROACH PER CITY OF FOWLER STD DWG ST-14 TRANSITION CONCRETE SMOOTHLY TO MATCH EXISTING TR CONSTRUCT CONCRETE SIDEWALK PER CITY OF FOWLER STD DWG ST-11 SW REMOVE AND DISPOSE OF TREE, GRIND STUMP, AND REMOVE ROOTS AS NECESSARY RT DW DETECTABLE WARNING SURFACE PER CALTRANS STD DETAIL A88A CEMENT TREAT THE BASE MATERIAL AND CONSTRUCT NEW ASPHALT PAVEMENT PER DETAIL 4, SHEET D12 AND PROJECT SPECIFICATIONS. MATCH EXISTING LIP OF GUTTER ELEVATION AND MAINTAIN CROSS SLOPE UP TO CENTERLINE CROWN ELEVATION OF ROADWAY, AS SHOWN ON THE PLAN. AG ADJUST UTILITY TO GRADE AA CONSTRUCT ALLEY APPROACH PER CITY OF FOWLER STD DWG ST-16 RL RELOCATION (E) FEATURE DI CONSTRUCT DRAIN INLET PER CITY OF FOWLER STD DWG D-1 BIDSET
1/20/2026
DATE No. REVISION BY
COPYRIGHT 2025 by PROVOST & PRITCHARD ENGINEERING
GROUP, INC. ALL RIGHTS RESERVED
The firm of Provost & Pritchard Engineering Group, Inc. expressly reserves its common law copyright and other applicable property rights in these plans. These plans are not to be reproduced, changed, or copied in any form or manner whatsoever, nor are they to be assigned to a third party without first obtaining the written permission and consent of Provost & Pritchard Engineering Group, Inc. In the event of unauthorized reuse of these plans by a third party, the third party shall hold the firm of Provost & Pritchard Engineering Group, Inc. harmless, and shall bear the cost of Provost & Pritchard Engineering Group, Inc.'s legal fees associated with defending and enforcing these rights. Know what's below. Call before you dig. WARNING POWER LINES OVERHEAD 455 W FIR AVENUE
CLOVIS, CA 93611-9166
PHONE (559) 449-2700
FAX (559) 449-2715
www.provostandpritchard.com SCALE: D6 1" = 5'
1 SCALE: D6 1" = 5'
2 SCALE: D6 1" = 5'
3 61
Section 9, Item D

OE OE OE OE OE OE
V V

V V V V V V V V V V V V V V V V V V
V

V CG CG TR TR CRD DW

0.9% 5.9% 7.5% 1.0% 1.5% 5.7% 1.5% 7.5%
(E) SIDEWALK 1.6%±

1.7%± 3.9'

3.9' DW TC/C 309.12 C 309.18± MATCH (E) TC/C 309.14 C 309.25± MATCH (E) (E) SIDEWALK PP DI TREE PP TC 309.02 FL 308.52 LIP 305.34 LIP 308.65 LIP 308.48 TC 308.85 FL 308.35 LIP 308.43 LIP 308.42± MATCH (E) FL 308.33± MATCH (E) TC 308.84± MATCH (E) END C&G STA 10+38.83 (20.4' LT) STA 10+32.53 (19.9' LT) EC TCFL 308.89calc 308.39 STA 10+27.50 (25.1' LT) BC TCFL 308.97calc 308.47 STA 10+22.87 (36.3' LT) AP AC 308.78 BEGIN C&G STA 10+28.21 (36.2' LT) TC 308.97± MATCH (E) LIP 308.67± MATCH (E) FL 308.59± MATCH (E)PP PP R/W R/W TC/C 309.17 TC/C 309.10 C 308.83 TC 309.07 C 308.79 TC 309.16 C 308.73 TC 308.97 C 308.77 TC 308.90 5' 4.5' 5' 4' 5' 4.5' 5' 4' 3'
3' C 309.18 STA 10+37.38 (38.4' LT) AP C 309.20 4'STA 10+46.21 (29.3' LT) AP C 309.21 C 309.14 4' C 309.30± MATCH (E) C 309.24± MATCH (E)
R5'

1.3' 6.1 4.5%

9.2%

0.5%

0.5% 1.5% 1.5% OE OE OE OE OE OE

V V V V V V V V V V V V V
V V V
V
V
V 7.5%

1.0% 6.2%

1.4% 7.5% PP R1-1 TR DW TR C 309.43± MATCH (E) C 309.36± MATCH (E) C 309.24± MATCH (E) C 309.18± MATCH (E) C 309.29 C 308.79 TC/C 309.08 DI PP R6' LIP 308.75± MATCH (E) FL 308.63± MATCH (E) TC 309.15± MATCH (E) BEGIN C&G STA 10+28.10 (31.8' RT) STA 10+22.55 (31.8' RT) AP AC 308.88 1.6%±

1.8%±

3.9' 3.6'
(E) SIDEWALK
(E) SIDEWALK R/W
R/W
STA 10+27.81 (25.8' RT) BC TCFL 309.08calc 308.58 STA 10+34.03 (19.8' RT) EC TCFL 308.99calc 308.49 LIP 308.51± MATCH (E) FL 308.44± MATCH (E) TC 308.95± MATCH (E) END C&G STA 10+39.56 (20.2' RT) TC 308.94 FL 308.44 LIP 308.57 LIP 308.75 TC 309.12 FL 308.62 LIP 308.77 CRD CG CG STA 10+38.73 (39.5' RT) AP C 309.49 STA 10+47.39 (29.1' RT) AP C 309.20 TC/C 309.13 TC 309.19 TC/C 309.28 1.0% 1.2% C 308.84 TC/C 309.24 TC 309.13 C 308.79 TC 309.05 2' 3.5' 5' 6.5' 4' 5' 4.5' 4' 4' C 309.13 4.5% 4' C 308.74 TC 308.99

0.8%

1.0%
V V BEGIN CG&SW STA 11+09.84 (20.0' LT) TC 309.06± MATCH (E) LIP 308.80± MATCH (E) FL 308.72± MATCH (E) C 309.35 C 309.31 C 309.32± MATCH (E) C 309.30± MATCH (E) C 309.39± MATCH (E) C 309.41± MATCH (E) TC 309.28 FL 308.78 LIP 308.94 LIP 308.94 TC/FL 308.77 LIP 308.90 TC/FL 308.74

10.4%

10.5%

0.6%±

1.5% 3' 14' 3'

1.5%

1.5% 0.2%
5'

3.9' (E) SIDEWALK R/W TR
5' 4.5' 0.3%

0.0% C 309.31 C 309.35

1.5% CG CG 5'
(E) DRIVEWAY 0.1% C 309.38 C 309.42

1.5% C 309.37 C 309.42 2' TC 309.23 FL 308.73 LIP 308.90 TC 309.23 FL 308.73 LIP 308.89BEGIN DA STA 11+14.85 (20.0' LT) END DA STA 11+34.85 (20.0' LT) V V
V 10'
(E) DRIVEWAY CG TR TR

3.8'

3.9'

1.2%±

0.9%± C 309.37 PP TREE C 309.38 C 309.39± MATCH (E) C 309.43± MATCH (E) 5' 4.5' C 309.51± MATCH (E) C 309.46± MATCH (E)

1.5%

1.5%

10.3%

10.3% C 309.44± MATCH (E) C 309.44± MATCH (E)

1.5%

1.5% 4.5' 3' 4.5' C 309.44 C 309.44 TC 309.30 FL 308.80 LIP 308.97 LIP 308.97 LIP 308.97 TC 309.30 FL 308.80 LIP 308.98 TC/FL 308.80 TC/FL 308.80 (E) SIDEWALK (E) SIDEWALK C 309.38 C 309.38

1.5%

1.5% 3' 0.0% 0.0% BEGIN DA STA 12+01.05 (19.8' RT) END DA STA 12+17.05 (19.8' RT) V V V
V V LIP 308.82± MATCH (E) FL 308.87± MATCH (E) TC 309.08± MATCH (E) END CG&SW STA 11+78.02 (20.5' LT) C 309.37 C 309.35± MATCH (E) C 309.31± MATCH (E) C 309.34 C 309.35 C 309.28 C 309.33 TC 309.37 FL 308.87 LIP 309.03

0.9%±
4' 0.9% TR (E) SIDEWALK

0.8%
5' R/W CG TREE PP 3'
(E) SIDEWALK 5' STA 11+65.11 (25.0' LT) AP C 309.37 C 309.40± MATCH (E)

0.8% C 309.41± MATCH (E) 2' V LIP 308.90± MATCH (E) FL 308.81± MATCH (E) TC 309.29± MATCH (E) END C&G STA 12+51.78 (19.9' RT) CG (E) SIDEWALK V BEGIN C&G STA 11+64.62 (19.7' RT) TC 309.32± MATCH (E) LIP 308.87± MATCH (E) FL 308.79± MATCH (E) CG (E) SIDEWALK LICENSE NO: DESIGN ENGINEER: SHEETDATE: JOB NO: DRAFTED BY: CHECKED BY: OF ORIGINAL SCALE SHOWN IS ONE INCH. ADJUST SCALE FOR REDUCED OR ENLARGED PLANS. 0 1" PHASE: PROJECT NO:

FRESNO STREET RECONSTRUCTION

CITY OF FOWLER

FRESNO COUNTY

DETAILS
SITE DETAILS SOO HO PARK 89361 P&P SHP 1/20/2026 261925022 261925022 D7 30 36 1/19/2026 11:08 PM G:\Fowler_City of-2619\261925022-Fresno Street Reconstruction\300 CAD\340 Sheet Sets\04_Civil_Details\D7 SITE DETAILS.dwg -Trent Pires BIDSET
1/20/2026
DATE No. REVISION BY
COPYRIGHT 2025 by PROVOST & PRITCHARD ENGINEERING
GROUP, INC. ALL RIGHTS RESERVED
The firm of Provost & Pritchard Engineering Group, Inc. expressly reserves its common law copyright and other applicable property rights in these plans. These plans are not to be reproduced, changed, or copied in any form or manner whatsoever, nor are they to be assigned to a third party without first obtaining the written permission and consent of Provost & Pritchard Engineering Group, Inc. In the event of unauthorized reuse of these plans by a third party, the third party shall hold the firm of Provost & Pritchard Engineering Group, Inc. harmless, and shall bear the cost of Provost & Pritchard Engineering Group, Inc.'s legal fees associated with defending and enforcing these rights. Know what's below. Call before you dig. WARNING POWER LINES OVERHEAD 455 W FIR AVENUE
CLOVIS, CA 93611-9166
PHONE (559) 449-2700
FAX (559) 449-2715
www.provostandpritchard.com SCALE: D7 1" = 5'
1 SCALE: D7 1" = 5'
2 SCALE: D7 1" = 5'
3 SCALE: D7 1" = 5'
4 SE CR OF 1ST STREET & MAIN STREET STATIONING ALONG FRESNO STREET CENTERLINE SW CR OF 1ST STREET & MAIN STREET STATIONING ALONG FRESNO STREET CENTERLINE DA 1ST STREET STA 11+25 STATIONING ALONG FRESNO STREET CENTERLINE DA 1ST STREET STA 12+00 STATIONING ALONG FRESNO STREET CENTERLINE CONSTRUCTION LEGEND PLACE 0.5' AC PLUG OVER 0.5' COMPACTED NATIVE SOIL. SEE DETAIL 3 ON SHEET D12. 4" THICK CONCRETE OVER 6" CNS COMPACTED TO 95% RELATIVE COMPACTION. 6" THICK CONCRETE OVER 6" CNS COMPACTED TO 95% RELATIVE COMPACTION. CONSTRUCTION CALLOUTS PP PROTECT IN PLACE CRD CONSTRUCT CONCRETE CURB RAMP PER CITY OF FOWLER STD DWG ST-12D CONSTRUCT NEW VALLEY GUTTER PER CITY OF FOWLER STD DWG ST-13 VG CONSTRUCTION NOTES 1. EXISTING DRIVEWAYS, CURB, AND GUTTER TO REMAIN UNLESS OTHERWISE NOTED ON PLANS. CG CONSTRUCT CONCRETE CURB AND GUTTER PER CITY OF FOWLER STD DWG ST-10 DA CONSTRUCT RESIDENTIAL DRIVE APPROACH PER CITY OF FOWLER STD DWG ST-14 TRANSITION CONCRETE SMOOTHLY TO MATCH EXISTING TR CONSTRUCT CONCRETE SIDEWALK PER CITY OF FOWLER STD DWG ST-11 SW REMOVE AND DISPOSE OF TREE, GRIND STUMP, AND REMOVE ROOTS AS NECESSARY RT DW DETECTABLE WARNING SURFACE PER CALTRANS STD DETAIL A88A CEMENT TREAT THE BASE MATERIAL AND CONSTRUCT NEW ASPHALT PAVEMENT PER DETAIL 4, SHEET D12 AND PROJECT SPECIFICATIONS. MATCH EXISTING LIP OF GUTTER ELEVATION AND MAINTAIN CROSS SLOPE UP TO CENTERLINE CROWN ELEVATION OF ROADWAY, AS SHOWN ON THE PLAN. AG ADJUST UTILITY TO GRADE AA CONSTRUCT ALLEY APPROACH PER CITY OF FOWLER STD DWG ST-16 RL RELOCATION (E) FEATURE DI CONSTRUCT DRAIN INLET PER CITY OF FOWLER STD DWG D-1 62 Section 9, Item D
□
□
□
V V
V
V
□
□
□
V V
V
V C 309.18± MATCH (E) C 309.25± MATCH (E) C 309.34

1.9%± TR

3.9' 5.5' TR C 309.30± 8' MATCH (E) C 309.23± MATCH (E)

0.4%±

3.8' (E) SIDEWALK C 309.34 C 309.34 C 309.35 C 309.42± MATCH (E) C 309.41± R/W MATCH (E) R/W (E) SIDEWALK BEGIN C&G STA 12+86.65 (20.4' LT) TC 309.06± MATCH (E) LIP 308.86± MATCH (E) FL 308.75± MATCH (E) LIP 308.94 TC/FL 308.76 LIP 308.95 TC/FL 308.78 CG TC 309.26 FL 308.76 LIP 308.94 TC 309.28 FL 308.78 LIP 308.96 3' 11' 3' 5' 4.5' 0.1%

1.5%

9.4%

9.3%

1.5%

1.5%

1.5% 0.1% 0.3%

1.8% EG 309.43±
(E) DRIVEWAY TC 309.25 FL 308.75 LIP 308.93 BEGIN DA STA 12+92.85 (20.0' LT) END DA STA 13+09.85 (20.0' LT) C 309.42 C 309.40 OE OE OE OE OE OE

V V V V V V V V V V V V V V V V V V
V
V

V OE OE OE OE OE OE

V V V V V V V V V V V V V V V V V V
V
V
V STA 14+47.33 (19.8' RT) BC TCFL 309.59calc 309.09 STA 14+52.58 (24.9' RT) EC TCFL 309.57calc 309.07 SIGN PP 4' 4' 5' 5.1'

4.0% 4.6% 4.0% 3.6% 0.4%±

1.9%± TC 309.53 FL 309.03 LIP 309.11 LIP 309.15 STA 14+57.43 (36.4' RT) AP AC 309.17 TC 309.46± MATCH (E) LIP 309.07± MATCH (E) FL 308.97± MATCH (E) END C&G STA 14+52.09 (36.4' RT) LIP 309.17 LIP 309.14± MATCH (E) FL 309.05± MATCH (E) TC 309.52± MATCH (E) BEGIN C&G STA 14+35.93 (20.5' RT) TC 309.57 FL 309.07 LIP 309.16

4.5% 4.5% CG 5' 5.1' 4' 4' TR TR PP PPC 309.23 C 309.31 C 309.26 C 309.27 TC 309.27 CRD 3' DW DW 3'
(E) SIDEWALK 3.9' C 309.61± MATCH (E)

3.9'(E) SIDEWALK

R/W R/W

4.6% WV PP ELEC PP EG 309.57±
R5'
STA 14+51.03 (21.2' RT) GB TCFL 309.60calc 309.10
3' STA 14+42.51 (38.1' RT) AP C 309.61 STA 14+46.36 (38.0' RT) C 309.53 MATCH (E) STA 14+34.36 (29.8' RT) AP C 309.63

1.5% CGTC 309.49 FL 308.99 LIP 309.16 1.0% C 309.43 C 309.37 C 309.46 STA 14+38.36 (29.8' RT) AP C 309.47

4.0%
STA 14+40.53 (29.8' RT) AP C 309.38

OE OE OE OE OE OE

V V V V V V V V V V V V V V V V V
V V V
V V
V V

OE OE OE OE OE OE

V V V V V V V V V V V V V V V V V
V V V
V V
V V
SW CR OF 1ST STREET & MERCED STREET TR
5' 5' 1.9%±

2.8%± LIP 308.96± MATCH (E) FL 308.94± MATCH (E) TC 309.16± MATCH (E) END C&G STA 14+51.98 (35.4' LT) STA 14+57.32 (35.4' LT) AP AC 309.10 STA 14+37.28 (30.0' LT) AP C 309.60

1.2% 1.5%
3' DW

7.1% 5' 5' 7.5%3' CRD DW C 309.33 TC/C 309.31 4' C 309.29± MATCH (E) C 309.37± MATCH (E) 4' LIP 309.06 TC 309.47 FL 308.97 TC 309.43 LIP 309.13 FL 308.93 LIP 309.09 TC 309.43 FL 308.93 LIP 309.01 LIP 309.05 LIP 309.07 (E) SIDEWALK (E) SIDEWALK C 309.38 CG CG STA 14+47.32 (19.8' LT) BC TCFL 309.48calc 308.98 STA 14+52.46 (24.8' LT) EC TCFL 309.46calc 308.96 R/W TREE PP R/W EG 309.58±
R5' 3' C 309.32 STA 14+50.97 (21.3' LT) HP, GB TCFL 309.49calc 308.99 4.5%

0.3% 0.14%

0.63% C 309.38 C 309.30 C 308.97 TC 309.30

4.5%
STA 14+23.28 (25.4' LT) AP C 309.53 STA 14+16.65 (27.6' LT) AP C 309.54 STA 14+13.87 (27.6' LT) AP 309.54C 309.53± MATCH (E) C 309.42± MATCH (E)

1.3%TR

1.5% 9.5' 14' 4.5'
4 4 C 309.48

1.5%

1.7% TC 309.46 FL 308.96 LIP 309.11STA 14+32.18 (27.6' LT) AP C 309.57 □
□
□
V
V 1.6%±12'

1.5%±

3.8'

3.8' C 309.29± MATCH (E) SW TREE PP CG (E) SIDEWALK FENCE PP STA 13+34.10 (24.2' LT) C 309.22 MATCH (E)C 309.25± MATCH (E) STA 13+46.11 (28.0' LT) C 309.31

V V V V V V V V V V V V V V V V V V V V
V V V V V V V V C 306.92± MATCH (E)C 306.93± MATCH (E) C 306.96± MATCH (E)C 306.97± MATCH (E)

6.1' 3' 11' 3'

13.4%

13.9% CG TC 306.68 FL 306.18 LIP 306.34 LIP 306.35 LIP 306.35 TC/FL 306.18TC/FL 306.18 TC 306.68 FL 306.18 LIP 306.35 BEGIN DA STA 10+86.93 (28.1' LT) END DA STA 11+03.93 (28.0' LT)

V V V V V V V V V V V V V V V V V V V V

V V V V V V V V
V V V V V V V V V V V V V V V V V V TC 306.70 FL 306.20 LIP 306.37 LIP 306.37LIP 306.37 TC/FL 306.20 TC/FL 306.20 TC 306.71 FL 306.21 LIP 306.37 CG BEGIN DA STA 11+35.96 (28.0' LT) END DA STA 11+50.96 (27.9' LT) C 306.93± MATCH (E)C 306.92± MATCH (E) C 306.98± MATCH (E)C 306.98± MATCH (E) 3' 9' 3' 6'
V V V V V V V V V V V V V V V V V V LICENSE NO: DESIGN ENGINEER: SHEETDATE: JOB NO: DRAFTED BY: CHECKED BY: OF ORIGINAL SCALE SHOWN IS ONE INCH. ADJUST SCALE FOR REDUCED OR ENLARGED PLANS. 0 1" PHASE: PROJECT NO:

FRESNO STREET RECONSTRUCTION

CITY OF FOWLER

FRESNO COUNTY

DETAILS
SITE DETAILS SOO HO PARK 89361 P&P SHP 1/20/2026 261925022 261925022 D8 31 36 1/19/2026 11:09 PM G:\Fowler_City of-2619\261925022-Fresno Street Reconstruction\300 CAD\340 Sheet Sets\04_Civil_Details\D8 SITE DETAILS.dwg -Trent Pires BIDSET
1/20/2026
DATE No. REVISION BY
COPYRIGHT 2025 by PROVOST & PRITCHARD ENGINEERING
GROUP, INC. ALL RIGHTS RESERVED
The firm of Provost & Pritchard Engineering Group, Inc. expressly reserves its common law copyright and other applicable property rights in these plans. These plans are not to be reproduced, changed, or copied in any form or manner whatsoever, nor are they to be assigned to a third party without first obtaining the written permission and consent of Provost & Pritchard Engineering Group, Inc. In the event of unauthorized reuse of these plans by a third party, the third party shall hold the firm of Provost & Pritchard Engineering Group, Inc. harmless, and shall bear the cost of Provost & Pritchard Engineering Group, Inc.'s legal fees associated with defending and enforcing these rights. Know what's below. Call before you dig. WARNING POWER LINES OVERHEAD 455 W FIR AVENUE
CLOVIS, CA 93611-9166
PHONE (559) 449-2700
FAX (559) 449-2715
www.provostandpritchard.com SCALE: D8 1" = 5'
1 SCALE: D8 1" = 5'2 DA 1ST STREET STA 13+00 STATIONING ALONG FRESNO STREET CENTERLINE SW CR OF 1ST STREET & MERCED STREET STATIONING ALONG FRESNO STREET CENTERLINE CONSTRUCTION LEGEND PLACE 0.5' AC PLUG OVER 0.5' COMPACTED NATIVE SOIL. SEE DETAIL 3 ON SHEET D12. 4" THICK CONCRETE OVER 6" CNS COMPACTED TO 95% RELATIVE COMPACTION. 6" THICK CONCRETE OVER 6" CNS COMPACTED TO 95% RELATIVE COMPACTION. CONSTRUCTION CALLOUTS PP PROTECT IN PLACE CRD CONSTRUCT CONCRETE CURB RAMP PER CITY OF FOWLER STD DWG ST-12D CONSTRUCT NEW VALLEY GUTTER PER CITY OF FOWLER STD DWG ST-13 VG CONSTRUCTION NOTES 1. EXISTING DRIVEWAYS, CURB, AND GUTTER TO REMAIN UNLESS OTHERWISE NOTED ON PLANS. CG CONSTRUCT CONCRETE CURB AND GUTTER PER CITY OF FOWLER STD DWG ST-10 DA CONSTRUCT RESIDENTIAL DRIVE APPROACH PER CITY OF FOWLER STD DWG ST-14 TRANSITION CONCRETE SMOOTHLY TO MATCH EXISTING TR CONSTRUCT CONCRETE SIDEWALK PER CITY OF FOWLER STD DWG ST-11 SW REMOVE AND DISPOSE OF TREE, GRIND STUMP, AND REMOVE ROOTS AS NECESSARY RT DW DETECTABLE WARNING SURFACE PER CALTRANS STD DETAIL A88A CEMENT TREAT THE BASE MATERIAL AND CONSTRUCT NEW ASPHALT PAVEMENT PER DETAIL 4, SHEET D12 AND PROJECT SPECIFICATIONS. MATCH EXISTING LIP OF GUTTER ELEVATION AND MAINTAIN CROSS SLOPE UP TO CENTERLINE CROWN ELEVATION OF ROADWAY, AS SHOWN ON THE PLAN. AG ADJUST UTILITY TO GRADE AA CONSTRUCT ALLEY APPROACH PER CITY OF FOWLER STD DWG ST-16 RL RELOCATION (E) FEATURE DI CONSTRUCT DRAIN INLET PER CITY OF FOWLER STD DWG D-1 SCALE: D8 1" = 5' 3 SE CR OF 1ST STREET & MERCED STREET STATIONING ALONG FRESNO STREET CENTERLINE DA 6TH STREET STA 11+00 STATIONING ALONG 6TH STREET CENTERLINE DA 6TH STREET STA 11+50 STATIONING ALONG 6TH STREET CENTERLINE 63 Section 9, Item D
3' (TYP)
4'

1.5'

4.5'

4.5'

7.65'

MATCH (E) CONCRETE
3' (TYP)

10.3' 5'
15'

4.5'

5.3' 1.5'
3'
4'

MATCH (E) CONCRETE

MATCH (E) CONCRETE

1.5% MAX

1.5% MAX
4' MIN
3' (TYP)
12'

10.5'
7'
4'
3'

5.5'

5.5'

1.5'
6'

4.5'
11'

1.5% MAX

MATCH (E) CONCRETE

MATCH (E) CONCRETE

1.5% MAX
3' (TYP)
3'

5.5'
5'
3' (TYP)
3'
3'
4'
3' (TYP)
3' LICENSE NO: DESIGN ENGINEER: SHEETDATE: JOB NO: DRAFTED BY: CHECKED BY: OF ORIGINAL SCALE SHOWN IS ONE INCH. ADJUST SCALE FOR REDUCED OR ENLARGED PLANS. 0 1" PHASE: PROJECT NO:

FRESNO STREET RECONSTRUCTION

CITY OF FOWLER

FRESNO COUNTY

DETAILS
SITE DETAILS SOO HO PARK 89361P&P SHP 1/20/2026 261925022 261925022 D9 32 36 1/19/2026 11:09 PM G:\Fowler_City of-2619\261923135-Bikeway to Transit\300 CAD\340 Sheet Sets\08_Site_Details\D9 SITE DETAILS.dwg -Trent Pires 0 2.5 5 10 SCALE IN FEET (E) BUS STOP
(E) FACE OF CURB
(E) BACK OF CURB
(E) EDGE OF CONCRETE
(P) DERO FIXIT PLUS BIKE REPAIR STATION OR APPROVED EQIVALENT (P) DERO TYPER RIDER RACK "F" BIKE PARKING OR APPROVED EQUIVALENT (E) UTILITY POLE (E) UTILITY POLE
(E) GUY WIRE
(P) DERO FIXIT PLUS BIKE REPAIR STATION OR APPROVED EQUIVALENT (E) BUS STOP (P) DERO TYPER RIDER RACK "F" BIKE PARKING OR APPROVED EQUIVALENT (P) DERO FIXIT PLUS BIKE REPAIR STATION OR APPROVED EQUIVALENT (P) DERO TYPER RIDER RACK "F" BIKE PARKING OR APPROVED EQUIVALENT (E) EDGE OF SIDEWALK (E) EDGE OF CURB (P) CONCRETE SLAB (P) CONCRETE SLAB (P) DERO TYPER RIDER RACK "F" BIKE PARKING OR APPROVED EQUIVALENT (P) DERO TYPE RIDER RACK "F" BIKE PARKING OR APPROVED EQUIVALENT (P) DERO TYPER RIDER RACK "F" BIKE PARKING OR APPROVED EQUIVALENT (E) FACE OF CURB (E) BACK OF CURB (E) FACE OF CURB
(E) BACK OF CURB
(E) FACE OF CURB
(E) BACK OF CURB
(E) TRASH CAN
(E) LANDSCAPE
(E) FACE OF CURB
(E) BACK OF CURB
(E) STREET LIGHT W FRESNO STREET N 7TH STREET PANZAK PARK 7TH STREET & MERCED STREET 6TH & MERCED STREET MERCED STREET

W FRESNO STREET
N 7TH STREET
3RD STREET
7TH STREET

MERCED STREET

MERCED STREET

MERCED STREET UNITED POSTAL SERVICE FRONTIER COMMUNICATIONS FOWLER TRANSIT (P) DERO FIXIT AIR PRIME OR APPROVED EQUIVALENT (P) DERO FIXIT AIR PRIME OR APPROVED EQUIVALENT (P) DERO FIXIT AIR PRIME OR APPROVED EQUIVALENT (E) TRASH CAN BIDSET
1/20/2026
DATE No. REVISION BY
COPYRIGHT 2025 by PROVOST & PRITCHARD ENGINEERING
GROUP, INC. ALL RIGHTS RESERVED
The firm of Provost & Pritchard Engineering Group, Inc. expressly reserves its common law copyright and other applicable property rights in these plans. These plans are not to be reproduced, changed, or copied in any form or manner whatsoever, nor are they to be assigned to a third party without first obtaining the written permission and consent of Provost & Pritchard Engineering Group, Inc. In the event of unauthorized reuse of these plans by a third party, the third party shall hold the firm of Provost & Pritchard Engineering Group, Inc. harmless, and shall bear the cost of Provost & Pritchard Engineering Group, Inc.'s legal fees associated with defending and enforcing these rights.
455 W FIR AVENUE
CLOVIS, CA 93611-9166
PHONE (559) 449-2700
FAX (559) 449-2715
www.provostandpritchard.com D91 D92 D93 D94 D95 D96 64
Section 9, Item D
3' (TYP)
3'

3.5' LICENSE NO: DESIGN ENGINEER: SHEETDATE: JOB NO: DRAFTED BY: CHECKED BY: OF ORIGINAL SCALE SHOWN IS ONE INCH. ADJUST SCALE FOR REDUCED OR ENLARGED PLANS. 0 1" PHASE: PROJECT NO:

FRESNO STREET RECONSTRUCTION

CITY OF FOWLER

FRESNO COUNTY

DETAILS
SITE DETAILS SOO HO PARK 89361 P&P SHP 1/20/2026 261925022 261925022 D10 33 36 1/19/2026 11:10 PM G:\Fowler_City of-2619\261923135-Bikeway to Transit\300 CAD\340 Sheet Sets\08_Site_Details\D10 SITE DETAILS.dwg -Trent Pires 0 2.5 5 10 SCALE IN FEET (E) FACE OF CURB (E) BACK OF CURB (P) BIKE PARKING 5TH STREET & MERCED STREET (E) LIP (E) LANDSCAPE

BEN'S BEER AND WINE
MERCED STREET D10 1
BIDSET
1/20/2026
DATE No. REVISION BY
COPYRIGHT 2025 by PROVOST & PRITCHARD ENGINEERING
GROUP, INC. ALL RIGHTS RESERVED
The firm of Provost & Pritchard Engineering Group, Inc. expressly reserves its common law copyright and other applicable property rights in these plans. These plans are not to be reproduced, changed, or copied in any form or manner whatsoever, nor are they to be assigned to a third party without first obtaining the written permission and consent of Provost & Pritchard Engineering Group, Inc. In the event of unauthorized reuse of these plans by a third party, the third party shall hold the firm of Provost & Pritchard Engineering Group, Inc. harmless, and shall bear the cost of Provost & Pritchard Engineering Group, Inc.'s legal fees associated with defending and enforcing these rights.
455 W FIR AVENUE
CLOVIS, CA 93611-9166
PHONE (559) 449-2700
FAX (559) 449-2715
www.provostandpritchard.com
65 Section 9, Item D
BIDSET
1/20/2026
DATE No. REVISION BY
COPYRIGHT 2025 by PROVOST & PRITCHARD ENGINEERING
GROUP, INC. ALL RIGHTS RESERVED
The firm of Provost & Pritchard Engineering Group, Inc. expressly reserves its common law copyright and other applicable property rights in these plans. These plans are not to be reproduced, changed, or copied in any form or manner whatsoever, nor are they to be assigned to a third party without first obtaining the written permission and consent of Provost & Pritchard Engineering Group, Inc. In the event of unauthorized reuse of these plans by a third party, the third party shall hold the firm of Provost & Pritchard Engineering Group, Inc. harmless, and shall bear the cost of Provost & Pritchard Engineering Group, Inc.'s legal fees associated with defending and enforcing these rights.
455 W FIR AVENUE
CLOVIS, CA 93611-9166
PHONE (559) 449-2700
FAX (559) 449-2715
www.provostandpritchard.com LICENSE NO: DESIGN ENGINEER: SHEETDATE: JOB NO: DRAFTED BY: CHECKED BY: OF ORIGINAL SCALE SHOWN IS ONE INCH. ADJUST SCALE FOR REDUCED OR ENLARGED PLANS. 0 1" PHASE: PROJECT NO:

FRESNO STREET RECONSTRUCTION

CITY OF FOWLER

FRESNO COUNTY

DETAILS
DETAILS SOO HO PARK 89361 P&P SHP 1/20/2026 261925022 261925022 D11 34 36 1/19/2026 11:10 PM G:\Fowler_City of-2619\261925022-Fresno Street Reconstruction\300 CAD\320 References\Details_Ref\D11 DETAILS.dwg -Trent Pires 66 Section 9, Item D

CURB AND GUTTER DOWEL DETAILS
A SECTION A DRILL AND EPOXY DOWELS 16" INTO EXISTING CONCRETE (TYP. OF 3) SAWCUT EXISTING CONCRETE TO A NEAT CLEAN EDGE GREASE DOWEL ENDS BEFORE POURING CONCRETE (TYP. OF 3) PLAN VIEW AT CURB AND GUTTER EXIST CONC. NEW CONC. NEW CONCRETE SIDEWALK (E) CONCRETE SIDEWALK DRILL 3" DEEP HOLE IN (E) CONCRETE FOR EACH BAR, THEN EPOXY IN PLACE. COAT REMAINING BAR WITH OIL PRIOR TO POURING CONCRETE FOR NEW SIDEWALK. 3-TOTAL #4 SMOOTH BAR #4 SMOOTH BAR @ 18" O.C. x 5" NOT TO SCALE NEW CONCRETE SIDEWALK (E) CONCRETE SIDEWALK DRILL 3" DEEP HOLE IN (E) CONCRETE FOR EACH BAR, THEN EPOXY IN PLACE. COAT REMAINING BAR WITH OIL PRIOR TO POURING CONCRETE FOR NEW SIDEWALK. #4 SMOOTH BAR @ 18" O.C. x 5" NOT TO SCALE SIDEWALK DOWEL DETAIL 0.5' TYPE A HMA PLUG 0.5' CNS COMPACTED TO 95% RC (E) PAVEMENT SECTION TO REMAIN AFTER GRINDING NOT TO SCALECURB & GUTTER PAVEMENT PLUG SECTION DETAIL ASPHALT PAVEMENT SECTION (FDR-C) ASPHALT PAVEMENT PER PROJECT SPECIFICATIONS, THICKNESS "P" PER TABLE BELOW CEMENT STABILIZED BASE COMPACTED TO 95% RELATIVE COMPACTIONS PER PROJECT "FDR-C" SPECIFICATIONS
"P" COMPACTED NATIVE SOIL NOTES 1. PAVEMENT SECTION IS DERIVED FROM GEOTECHNICAL ENGINEER'S RECOMMENDATIONS AND IS BASED ON A T.I. OF 6.0 FOR MAJOR COLLECTOR ROADS AND A T.I. OF 5.0 FOR LOCAL ROADS PER CITY OF FOWLER STANDARD DRAWING ST-1. PAVEMENT SECTIONS PROPOSED LOCATION T.I. "P" ASPHALT "FDR-C" FRESNO STREET 6.0 3.5" 12" 1ST STREET 5.0 3.0" 12" BIDSET
1/20/2026
DATE No. REVISION BY
COPYRIGHT 2025 by PROVOST & PRITCHARD ENGINEERING
GROUP, INC. ALL RIGHTS RESERVED
The firm of Provost & Pritchard Engineering Group, Inc. expressly reserves its common law copyright and other applicable property rights in these plans. These plans are not to be reproduced, changed, or copied in any form or manner whatsoever, nor are they to be assigned to a third party without first obtaining the written permission and consent of Provost & Pritchard Engineering Group, Inc. In the event of unauthorized reuse of these plans by a third party, the third party shall hold the firm of Provost & Pritchard Engineering Group, Inc. harmless, and shall bear the cost of Provost & Pritchard Engineering Group, Inc.'s legal fees associated with defending and enforcing these rights.
455 W FIR AVENUE
CLOVIS, CA 93611-9166
PHONE (559) 449-2700
FAX (559) 449-2715
www.provostandpritchard.com LICENSE NO: DESIGN ENGINEER: SHEETDATE: JOB NO: DRAFTED BY: CHECKED BY: OF ORIGINAL SCALE SHOWN IS ONE INCH. ADJUST SCALE FOR REDUCED OR ENLARGED PLANS. 0 1" PHASE: PROJECT NO:

FRESNO STREET RECONSTRUCTION

CITY OF FOWLER

FRESNO COUNTY

DETAILS
DETAILS SOO HO PARK 89361 P&P SHP 1/20/2026 261925022 261925022 D12 35 36 1/26/2026 4:16 PM G:\Fowler_City of-2619\261925022-Fresno Street Reconstruction\300 CAD\320 References\Details_Ref\D12 DETAILS.dwg -Trent Pires D12 1 D12 2 D12 3 D12 4 1 BID ADDENDUM #2 SHP 1-26-2026
1 67
Section 9, Item D
ALLEY STRIPING DETAIL 0 FEET 5 10 6' TYP 2' TYP
5' DETAIL 39 6'' WHITE LINE 2' DETAIL 39 NOTES 1. THE LENGTH OF PIANO KEYS VARIES AND IS DEPENDENT ON THE WIDTH OF THE RESPECTIVE ALLEY APPROACH, SEE PLAN FOR EXACT DIMENSIONS. VARIES SEE NOTE 1 Xref ..\..\320 References\Sites_Ref\REF-Prop Site.dwg DRIVEWAY STRIPING DETAIL 0 FEET 5 10 6' TYP 2' TYP 5' DETAIL 39 6'' WHITE LINE DETAIL 39 2' 2' NOTES 1. THE LENGTH OF PIANO KEYS VARIES AND IS DEPENDENT ON THE WIDTH OF THE RESPECTIVE DRIVE APPROACH, SEE PLAN FOR EXACT DIMENSIONS. VARIES SEE NOTE 1 INTERSECTION STRIPING DETAIL 0 FEET 5 10 25' 2' TYP 3' TYP 5' DETAIL 39 6'' WHITE LINE 25' DETAIL 39 NOTES 1. THE LENGTH OF PIANO KEYS VARIES AND IS DEPENDENT ON THE WIDTH OF THE RESPECTIVE INTERSECTION, SEE PLAN FOR EXACT DIMENSIONS. VARIES SEE NOTE 1 SUPER SHARROW 0 FEET 2.5 5 11'-7" 4'-4" NOTES 1. PAINT SUPER SHARROW PER CALTRANS STANDARD PLAN A24C. INCREASE ALL DIMENSIONS BY 25% A SHOWN ABOVE. LICENSE NO: DESIGN ENGINEER: SHEETDATE: JOB NO: DRAFTED BY: CHECKED BY: OF ORIGINAL SCALE SHOWN IS ONE INCH. ADJUST SCALE FOR REDUCED OR ENLARGED PLANS. 0 1" PHASE: PROJECT NO:

FRESNO STREET RECONSTRUCTION

CITY OF FOWLER

FRESNO COUNTY

DETAILS
STRIPING DETAILS SOO HO PARK 89361 P&P SHP 1/20/2026 261925022 261925022 D13 36 36 1/19/2026 11:24 PM G:\Fowler_City of-2619\261923135-Bikeway to Transit\300 CAD\340 Sheet Sets\04_Civil_Details\D13 STRIPING DETAILS.dwg -Trent Pires D13 2 D13 3 D13 4 D13 1 D13 7 D13 6 D13 5 BIDSET
1/20/2026
DATE No. REVISION BY
COPYRIGHT 2025 by PROVOST & PRITCHARD ENGINEERING
GROUP, INC. ALL RIGHTS RESERVED
The firm of Provost & Pritchard Engineering Group, Inc. expressly reserves its common law copyright and other applicable property rights in these plans. These plans are not to be reproduced, changed, or copied in any form or manner whatsoever, nor are they to be assigned to a third party without first obtaining the written permission and consent of Provost & Pritchard Engineering Group, Inc. In the event of unauthorized reuse of these plans by a third party, the third party shall hold the firm of Provost & Pritchard Engineering Group, Inc. harmless, and shall bear the cost of Provost & Pritchard Engineering Group, Inc.'s legal fees associated with defending and enforcing these rights.
455 W FIR AVENUE
CLOVIS, CA 93611-9166
PHONE (559) 449-2700
FAX (559) 449-2715
www.provostandpritchard.com
68 Section 9, Item D
Item No. Quantity Unit Item Description Unit Price Total Amount Unit Price Total Amount Unit Price Total Amount Unit Price Total Amount Unit Price Total Amount Unit Price Total Amount Unit Price Total Amount Unit Price Total Amount Unit Price Total Amount Unit Price Total Amount Unit Price Total Amount Unit Price Total Amount Unit Price Total Amount 1 1 LS Mobilization/Demobilizaiton, Bonds, Insurance,
and Permits $50,000.00 $50,000.00 $50,000.00 $50,000.00 $50,000.00 $50,000.00 $48,090.00 $48,090.00 $50,000.00 $50,000.00 $50,000.00 $50,000.00 $45,000.00 $45,000.00 $50,000.00 $50,000.00 $50,000.00 $50,000.00 $164,429.00 $164,429.00 $4,933.27 $4,933.27 $50,000.00 $50,000.00 $50,000.00 $50,000.00 2 1 LS Vehicle and Pedestrian Traffic Control $20,000.00 $20,000.00 $10,000.00 $10,000.00 $32,000.00 $32,000.00 $28,779.00 $28,779.00 $20,000.00 $20,000.00 $88,000.00 $88,000.00 $41,000.00 $41,000.00 $40,000.00 $40,000.00 $45,200.00 $45,200.00 $42,968.13 $42,968.13 $29,000.00 $29,000.00 $25,000.00 $25,000.00 $40,000.00 $40,000.00 3 1 LS
Storm Water Pollution Prevention Plan (SWPPP) -
Preparation and Implementation $10,000.00 $10,000.00 $4,000.00 $4,000.00 $1,500.00 $1,500.00 $6,912.00 $6,912.00 $1,500.00 $1,500.00 $1,500.00 $1,500.00 $2,000.00 $2,000.00 $15,000.00 $15,000.00 $11,000.00 $11,000.00 $6,500.00 $6,500.00 $7,000.00 $7,000.00 $10,000.00 $10,000.00 $10,000.00 $10,000.00 4 1 LS
Dust Control Plan - Preparation and
Implementation $5,000.00 $5,000.00 $500.00 $500.00 $700.00 $700.00 $7,510.00 $7,510.00 $500.28 $500.28 $600.00 $600.00 $3,000.00 $3,000.00 $500.00 $500.00 $16,000.00 $16,000.00 $14,500.00 $14,500.00 $11,000.00 $11,000.00 $40,000.00 $40,000.00 $10,000.00 $10,000.00 5 1 LS Demolition of Existing Striping $8,000.00 $8,000.00 $20,000.00 $20,000.00 $20,000.00 $20,000.00 $10,528.00 $10,528.00 $20,000.00 $20,000.00 $10,027.00 $10,027.00 $20,000.00 $20,000.00 $19,000.00 $19,000.00 $22,400.00 $22,400.00 $10,027.00 $10,027.00 $21,441.86 $21,441.86 $19,500.00 $19,500.00 $24,000.00 $24,000.00 6 309 SY Sawcut & Remove Existing AC Pavement $20.00 $6,180.00 $3.25 $1,004.25 $11.00 $3,399.00 $58.00 $17,922.00 $35.00 $10,815.00 $7.00 $2,163.00 $28.00 $8,652.00 $18.00 $5,562.00 $47.40 $14,646.60 $54.00 $16,686.00 $34.75 $10,737.75 $65.00 $20,085.00 $22.00 $6,798.00 7 12,674 SF Sawcut & Remove Existing Concrete $10.00 $126,740.00 $3.25 $41,190.50 $5.00 $63,370.00 $3.50 $44,359.00 $4.50 $57,033.00 $4.00 $50,696.00 $4.50 $57,033.00 $3.00 $38,022.00 $2.60 $32,952.40 $6.00 $76,044.00 $11.30 $143,216.20 $10.00 $126,740.00 $7.00 $88,718.00 8 7 EA Remove Tree $4,000.00 $28,000.00 $1,100.00 $7,700.00 $2,250.00 $15,750.00 $2,600.00 $18,200.00 $2,500.00 $17,500.00 $1,300.00 $9,100.00 $5,000.00 $35,000.00 $1,500.00 $10,500.00 $2,140.00 $14,980.00 $2,875.00 $20,125.00 $1,011.75 $7,082.25 $2,500.00 $17,500.00 $2,000.00 $14,000.00 9 104,341 SF
Full Depth Reclamation with Cement Treatment
(F) $2.25 $234,767.25 $1.00 $104,341.00 $1.40 $146,077.40 $1.25 $130,426.25 $1.60 $166,945.60 $2.00 $208,682.00 $2.20 $229,550.20 $1.50 $156,511.50 $2.30 $239,984.30 $1.87 $195,117.67 $2.25 $234,767.25 $2.25 $234,767.25 $2.00 $208,682.00 10 1 LB
Increase or Decrease in Cement for FDR-C
Method $0.12 $0.12 $0.12 $0.12 $0.12 $0.12 $0.10 $0.10 $0.12 $0.12 $0.12 $0.12 $0.20 $0.20 $0.12 $0.12 $0.20 $0.20 $0.20 $0.20 $0.12 $0.12 $0.12 $0.12 $0.12 $0.12 11 11,593 SY Pavement Grinding (F) $3.00 $34,779.00 $1.40 $16,230.20 $3.00 $34,779.00 $3.70 $42,894.10 $3.00 $34,779.00 $2.00 $23,186.00 $3.00 $34,779.00 $1.60 $18,548.80 $3.80 $44,053.40 $4.00 $46,372.00 $4.90 $56,805.70 $5.00 $57,965.00 $4.00 $46,372.00 12 2,995 SF Concrete Sidewalk $20.00 $59,900.00 $14.00 $41,930.00 $11.00 $32,945.00 $12.60 $37,737.00 $11.00 $32,945.00 $16.00 $47,920.00 $12.00 $35,940.00 $8.70 $26,056.50 $8.75 $26,206.25 $11.00 $32,945.00 $10.40 $31,148.00 $15.00 $44,925.00 $11.00 $32,945.00 13 1,439 SF Concrete Valley Gutter $50.00 $71,950.00 $17.50 $25,182.50 $14.00 $20,146.00 $18.60 $26,765.40 $18.00 $25,902.00 $18.00 $25,902.00 $17.00 $24,463.00 $14.00 $20,146.00 $12.80 $18,419.20 $23.00 $33,097.00 $16.35 $23,527.65 $20.00 $28,780.00 $33.50 $48,206.50 14 1,455 LF Concrete Curb & Gutter $50.00 $72,750.00 $42.00 $61,110.00 $45.00 $65,475.00 $44.25 $64,383.75 $60.00 $87,300.00 $56.00 $81,480.00 $48.00 $69,840.00 $35.50 $51,652.50 $40.50 $58,927.50 $57.00 $82,935.00 $47.45 $69,039.75 $55.00 $80,025.00 $68.00 $98,940.00 15 1,733 SF Concrete Residential Drive Approach $25.00 $43,325.00 $15.50 $26,861.50 $12.00 $20,796.00 $14.75 $25,561.75 $14.00 $24,262.00 $16.00 $27,728.00 $14.00 $24,262.00 $11.40 $19,756.20 $10.30 $17,849.90 $14.00 $24,262.00 $15.70 $27,208.10 $17.00 $29,461.00 $14.00 $24,262.00 16 2,055 SF Concrete Alley Approach $30.00 $61,650.00 $17.50 $35,962.50 $14.00 $28,770.00 $16.30 $33,496.50 $15.00 $30,825.00 $18.00 $36,990.00 $16.00 $32,880.00 $15.00 $30,825.00 $13.30 $27,331.50 $17.00 $34,935.00 $16.45 $33,804.75 $19.00 $39,045.00 $14.00 $28,770.00 17 3,324 SF Accessible Concrete Curb Ramps $25.00 $83,100.00 $17.00 $56,508.00 $14.00 $46,536.00 $15.35 $51,023.40 $13.00 $43,212.00 $18.00 $59,832.00 $16.00 $53,184.00 $11.00 $36,564.00 $12.05 $40,054.20 $13.00 $43,212.00 $45.80 $152,239.20 $18.00 $59,832.00 $20.00 $66,480.00 18 2,494 TN Type ‘A’ Asphalt Pavement $110.00 $274,340.00 $104.00 $259,376.00 $98.00 $244,412.00 $107.00 $266,858.00 $131.00 $326,714.00 $100.00 $249,400.00 $112.00 $279,328.00 $126.00 $314,244.00 $145.50 $362,877.00 $110.00 $274,340.00 $110.85 $276,459.90 $103.00 $256,882.00 $133.00 $331,702.00 19 645 SF Detectable Warning Surface $50.00 $32,250.00 $35.00 $22,575.00 $33.00 $21,285.00 $36.30 $23,413.50 $42.00 $27,090.00 $33.00 $21,285.00 $35.00 $22,575.00 $38.00 $24,510.00 $38.00 $24,510.00 $25.00 $16,125.00 $41.90 $27,025.50 $55.00 $35,475.00 $30.00 $19,350.00 20 103 CY Excavation & Subgrade Prep (F) $125.00 $12,875.00 $152.00 $15,656.00 $160.00 $16,480.00 $444.00 $45,732.00 $125.00 $12,875.00 $125.00 $12,875.00 $130.00 $13,390.00 $800.00 $82,400.00 $50.60 $5,211.80 $145.00 $14,935.00 $224.60 $23,133.80 $300.00 $30,900.00 $460.00 $47,380.00 21 1 LS Traffic Signing, Striping, and Pavement Markings $214,000.00 $214,000.00 $135,000.00 $135,000.00 $126,000.00 $126,000.00 $165,999.00 $165,999.00 $126,000.00 $126,000.00 $148,594.00 $148,594.00 $135,000.00 $135,000.00 $130,000.00 $130,000.00 $144,700.00 $144,700.00 $148,594.00 $148,594.00 $138,159.60 $138,159.60 $130,000.00 $130,000.00 $160,000.00 $160,000.00 22 1 LS Bike Facility Improvements $61,000.00 $61,000.00 $49,000.00 $49,000.00 $46,000.00 $46,000.00 $51,865.00 $51,865.00 $60,000.00 $60,000.00 $40,000.00 $40,000.00 $58,000.00 $58,000.00 $40,000.00 $40,000.00 $58,490.00 $58,490.00 $4,500.00 $4,500.00 $43,446.25 $43,446.25 $50,000.00 $50,000.00 $72,000.00 $72,000.00 23 5 EA Adjust Manhole to Finish Grade $2,000.00 $10,000.00 $1,750.00 $8,750.00 $1,100.00 $5,500.00 $2,005.00 $10,025.00 $2,000.00 $10,000.00 $2,100.00 $10,500.00 $1,400.00 $7,000.00 $1,300.00 $6,500.00 $2,800.00 $14,000.00 $1,550.00 $7,750.00 $1,515.20 $7,576.00 $1,800.00 $9,000.00 $2,500.00 $12,500.00 24 13 EA Adjust Water Valve to Finish Grade $1,500.00 $19,500.00 $1,475.00 $19,175.00 $900.00 $11,700.00 $962.00 $12,506.00 $1,200.00 $15,600.00 $2,100.00 $27,300.00 $1,000.00 $13,000.00 $700.00 $9,100.00 $1,000.00 $13,000.00 $1,300.00 $16,900.00 $821.80 $10,683.40 $1,200.00 $15,600.00 $2,000.00 $26,000.00 25 1 LS Miscellaneous Facilities and Operations $50,000.00 $50,000.00 $20,000.00 $20,000.00 $7,500.48 $7,500.48 $12,305.00 $12,305.00 $14,000.00 $14,000.00 $12,000.00 $12,000.00 $22,000.00 $22,000.00 $156,500.00 $156,500.00 $21,000.00 $21,000.00 $7,700.00 $7,700.00 $10,563.70 $10,563.70 $45,000.00 $45,000.00 $48,000.00 $48,000.00 $1,590,106.37 $1,061,121.00 $1,183,291.75 $1,215,798.00 $1,245,760.12 $1,266,876.40 $1,301,898.62 $1,323,794.25 $1,334,999.00 $1,400,000.00 $1,456,482.37 $1,515,105.62 10 R.J. Berry Jr. Inc.
11 Dawson-Mauldin, LLC
12 Walsh Montgomery
Construction
8 American Paving Co.
7 J.L. Plank Inc. dba Cen-Cal
Construction
9 Bid Schedule
MAC General Engineering, Inc.

TOTAL BASE BID $1,032,052.57
CITY OF FOWLER - Fresno Street Reconstruction
BID SUMMARY - 02/23/2026
Engineer's Estimate Cal Valley Construction, Inc.
4 5 6
Don Berry Construction, Inc. AJ Excavation, Inc.
1 Terra West Construction, Inc.
2 3
Dave Christian Const. Co., Inc. Avison Construction, Inc. 69 Section 9, Item D Fresno Street Reconstruction Project Bid Summary City of Fowler – Fresno Street Reconstruction 46

AGREEMENT
THIS AGREEMENT made at Fowler, in Fresno County, California, by and between ___________________________________ hereinafter called the Contractor, and the City of Fowler hereinafter called the Owner.

WITNESSETH: That the Contractor and the Owner, for the consideration hereinafter named, agree as follows:

ARTICLE I. The Contractor agrees to furnish all labor and materials, including tools, implements, and appliances required, but excluding such materials as are mentioned in the specifications to be furnished by the Owner, and to perform all the work in a good and workmanlike manner, free from any and all liens and claims of mechanics, materialmen, teamsters, subcontractors, artisans, machinists, and laborers required for:

Fresno Street Reconstruction
all in strict compliance with the plans, drawings and specifications therefore prepared by the Owner, and other contract documents relating thereto.

ARTICLE II. The Contractor and the Owner agree that the Advertisement (Notice to Contractors), the Wage Scale (Prevailing Wages), the Specifications, the Special Provisions, the Plans and Drawings, the Addenda and Bulletins thereto, and the Proposal hereto attached, together with this Agreement, form the contract, and they are as fully a part of the contract a if hereto attached or herein repeated.

All portions of the 2023 Standard Specifications of the State of California, Department of Transportation, which are not in conflict with this contract shall be deemed a part of the specifications as though fully therein set forth. No part of said Special Provisions which is in conflict with any portion of this agreement, or which is not actually descriptive of the work to be done thereunder, or the manner in which said work is to be executed, shall be considered as any part of this agreement, but shall be utterly null and void.

ARTICLE III. The Owner agrees to pay the Contractor in current funds for the performance of the contract sum of ($ ) it being
understood that said price is based upon the estimated quantities of materials to be used as set forth in the Proposal, except where provisions are made in the contract documents whereby the estimated quantities shall constitute the final quantity; that upon completion of the project the final contract prices shall be revised by change order, if necessary, to reflect the true quantities used at the stated unit price thereof as contained in the Contractor's Proposal hereto attached. Payments on account thereof will be made as set forth in the Special Provisions.

ARTICLE IV. If the Contractor should be adjudged a bankrupt, or if he should make a general assignment for the benefit of his creditors, or if a receiver should be appointed on account of his insolvency, or if he or any of his subcontractors should persistently violate any of the provisions of the contract, or if he should persistently or repeatedly refuse or should, fail, except in cases for which extension of time is provided, to supply enough properly skilled workmen or proper materials, or if he should fail to make prompt payment to subcontractors or for material or labor, or persistently disregard laws, ordinances or the instructions of the Engineer, then the Owner may, upon certificate of the Engineer when sufficient cause exists to justify such action, serve written notice upon the Contractor and his surety of its intention to terminate the contract, and unless within five days after the serving of such notice such violations shall cease and satisfactory arrangements for correction thereof be made, the contract shall, upon the expiration of said five days, cease and terminate.

DON BERRY CONSTRUCTION, INC. One Million Thirty Two Thousand and Fifty Two Dollars and Fifty Seven Cents 1,032,052.57
70 Section 9, Item D
Fresno Street Reconstruction Project Agreement
City of Fowler – Fresno Street Reconstruction 47
In the event of any such termination, the Owner shall immediately serve written notice thereof upon the surety and the Contractor, and the surety shall have the right to take over and perform the contract, provided, however, that if the surety within ten (10) days after the serving upon it of notice of termination does not give the Owner written notice of its intention to take over and perform the work or does not commence performance thereof within the ten (10) days stated above from the date of the serving of such notice, the Owner may take over the work and prosecute the same to completion by contract or by any other method it may deem advisable, for the account and at the expense of the Contractor, and the Contractor and his surety shall be liable to the Owner for any excess cost occasioned the Owner thereby, and in such event the Owner may without liability for so doing, take possession of and utilize in completing the work such materials, appliances, plant and other property belonging to the Contractor as may be on the site of the work and necessary therefor. In such case the Contractor shall not be entitled to receive any further payment until the work is finished. If the unpaid balance of the contract price shall exceed the expenses of finishing the work, including compensation for additional managerial and administrative services, such excess shall be paid to the Contractor. If such expense shall exceed such unpaid balance, the Contractor shall pay the difference to the Owner. The expense incurred by the Owner, as herein provided and damage incurred through the Contractor's default, shall be certified by the Engineer.

ARTICLE V. With respect to any work required to be done under this Agreement, Contractor shall at its sole risk and expense indemnify, defend and hold the City, its officials, officers, employees, and agents, including Provost & Pritchard Engineering Group Inc., d.b.a. Provost & Pritchard Consulting Group, harmless from and against all claims, demands, causes of action, actions, damages, losses, expenses, judgments, and other liabilities, (including without limitation reasonable attorney fees and costs of litigation) of every nature arising out of or in connection with the alleged or actual acts, errors, omissions or negligence of Contractor or its subcontractors relating to the performance of work described herein to the fullest extent permitted by law, unless the injuries or damages are the result of City's sole or active negligence or willful misconduct. Contractor and City agree that said indemnity and defense obligations shall survive the expiration or termination of this Agreement for any items specified herein that arose or occurred during the term of this Agreement The Contractor shall furnish the Owner with a Certificate of Insurance, in triplicate, indicating insurance coverage with respect to the liability assumed by the Contractor under the provisions of this Article V, and shall further indicate insurance coverage with minimum limits as shown in either (a.) or (b.) as follows:
a. Bodily Injury Liability $1,000,000 $1,000,000
Each person Each occurrence
Property Damage Liability $1,000,000 $1,000,000
Each person Aggregate
b. A single limit for Bodily Injury Liability and Property Damage Liability combined of:
$1,000,000, Each occurrence, $1,000,000, Aggregate
Contractor's Property Damage Liability insurance shall include coverage for property damage caused by blasting, collapse, structural injuries of damage to underground utilities. The policy shall not contain the so-called "x", "c" or "u" exclusions.

The Certificate of Insurance shall further provide that ten days notice of cancellation or reduction in coverage shall be given the Owner.

An additional Insured Endorsement to the Contractor's Liability insurance policy naming the Owner, the above said agencies and all other participating public agencies (if applicable) and all officers and employees of the above, shall also be furnished in triplicate. 71 Section 9, Item D
City of Fowler – Fresno Street Reconstruction 48
ARTICLE VI. Contractor represents that he has secured the payment of Worker's Compensation in compliance with the provisions of the Labor Code of the State of California and during the performance of the work contemplated herein will continue so to comply with said provisions of said Code. Contractor shall supply the Owner with certificates of insurance, in triplicate, evidencing that Worker's Compensation Insurance is in effect and providing that the Owner will receive ten days notice of cancellation. If Contractor self-insures Worker's Compensation, Certificate of Consent to Self-insure shall be provided the Owner.

ARTICLE VII. The Contractor shall forthwith furnish in triplicate, a faithful performance bond in an amount equal to 100% of the contract price and a payment bond in an amount equal 100% of the contract price, both bonds to be written by a surety company acceptable to the Owner and in the form prescribed by law.

The payment bond shall contain provisions such that if the Contractor or his subcontractors shall fail to pay (a) amounts due under the Unemployment Insurance Code with respect to work performed under the contract, or (b) any amounts required to be deducted, withheld and paid over to the Employment Development Department from the wages of the employees of the Contractor and subcontractors pursuant to Section 13020 of the Unemployment Insurance Code with respect to such work and labor, then the surety will pay these amounts. In case suit is brought upon the payment bond, the surety will pay a reasonable attorney's fee to be fixed by the court.

ARTICLE VIII. Should either party to the contract bring an arbitration or mediation proceeding or other action to enforce any provisions of the contract, including an action pursuant to Public Contract Code Section 20104.4, the prevailing party shall be entitled to recover reasonable attorney's fees and all costs in connection therewith. The term "prevail" as used in this section shall include any action at law, in equity, or pursuant to arbitration in which either party has been successful
ARTICLE IX. Time is of the essence. The improvement and work contemplated in the performance of this contract is predicated on sufficient suitable weather conditions during the contract period (after the notice to proceed), it is agreed that the contract may be credited additional days as provided in the specifications, but no additional monetary compensation.

Any such delay shall be documented and processed on the standard change order form.

IN WITNESS WHEREOF, they have executed this Agreement this day of _____________________, 20__ .

City of Fowler
(Owner) (Contractor)
By:
______________________ City Manager (Taxpayer Federal I.D. No.) ATTEST:

By:

Angela Vasquez, City Clerk
Title
Michael Reid
72 Section 9, Item D