AGENDA
ITEM
18 AGENDA
CALEXICO California ITEM
WHERE CALIFORNIA AND MEXICO
18 CITY COUNCIL
AGENDA STAFF REPORT
DATE: January 21, 2026
TO: Mayor and City Council
APPROVED BY: Benjamin A. Martinez, City Manager
REVIEWED BY: Karla Chaparro, Finance Director Le
PREPARED BY: Jesus Villegas, Public Works Director/City Engineer tVp SUBJECT: Approval of Bid Documents for Alley Improvement Project - Phase III and Authorize the Public Works Department to Send the Project Out to Bid.
Recommendation:
Approval of Bid Documents for Alley Improvement Project - Phase III and Authorize the Public Works Department to Send the Project Out to Bid.
Background:
The Imperial County Air Pollution Control District (ICAPCD) received a federal grant through the Environmental Protection Agency (EPA) 2021 Targeted Airshed Grant Program to assist the City of Calexico to pave approximately 3.46 miles of unpaved alleyways in Calexico in an attempt to mitigate PM10 and PM2.5.
On December 1, 2021 and March 16, 2022, the City Council of the City of Calexico authorized the City Manager to enter into a Funding Agreement with ICAPCD for the Alleyway Paving Project.
On June 7, 2023, the City Council of the City of Calexico authorized the City Manager to file Notice of Completion for Alley Improvement Project - Phase I. Total construction cost for Alley Improvement Project - Phase I was $765,683.04.
On July 2, 2025, the City Council of the City of Calexico authorized the City Manager to file Notice of Completion for Alley Improvement Project - Phase II. Total construction cost for Alley Improvement Project - Phase I was $1,117,549.73.
Discussion and Analysis:
Dynamic Consulting Engineers (Contract Engineering Firm) has completed the plans and specifications for the Alley Improvement Project - Phase Ill; therefore, City staff is recommending to begin advertising the construction of 13 unpaved alleys. The work shall include grading base and subgrade preparation for installation of class I base, new asphalt concrete pavement, remove and replace concrete curb and gutter, driveways, surveying work, utility adjustments and traffic control.
The alleyways that will be improved in Phase III are the following:
Alley From To System Type
1 Alley 2 Pierce Ave. Alley 3 Class I|
2 Alley 3 Lincoln St. Grant St. Class I!
3 Alley 4 Pierce Ave. Cesar Chavez Blvd. Class Il
4 Alley 11 State Hwy 98 10th Ave. Class I|
5 Alley 14 Paulin Ave. Rockwood Ave. Class I|
6 Alley 23 5th St. 4th St. Class I|
7 Alley 32 Dool Ave. Beach Ave. Class I|
8 Alley 36 Renaud Ct./Alley Dool Ave. Class II
9 Alley 37 2nd St. 2nd St. Class I|
10 Alley 38 Beach Ave. Andrade Ave. Class I|
11 Alley 39 Unnumbered Alley CK Clarke St. Class I|
12 N/A Sherman St. Harold Ave Asphalt
13 Sherman St. Emilia Ave Pierce Ave Asphalt
The Alley Improvement Project - Phase Ill tentative schedule is as follows:
Description Date
Advertisement 01/28/26
Bid Opening Date 02/18/26
City Council Contract Approval 03/04/26
It is staff recommendation that the City Council of the City of Calexico approve the Bid Documents and authorize staff to send this project out for public bidding.
Fiscal Impact:
Capital Improvement Program Budgeted Item for FY 2025-2026 Fund No. 412-91-903-56003-000 $1,500.00
Estimated Cost for Advertisement $1,500.00
Coordinated With:
City Manager's Office.
Finance Department.
2 Public Works Department.
Attachment(s):
1. Plans for Alley Improvement Project - Phase III.
ATTACHMENT NO. 1
ICETTY NAP
CITY OF CALEXICO ALLEY IMPROVEMENTS PHASE III
IN THE CITY OF CALEXICO, CALIFORNIA
JANUARY 2026
PROJECT INFOPMATION AGENCY CONTACTS SHRET INDEX PROJECT DESCRIPTION
BONATE CHESTED ETLE SHEET, VICEY CAR AND GENERA, AGES
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THEN SIVES 7O7A
BOLIGE
CAS COMPANY DONE SO ALOE TUTE COACH HER USIASE DE
CITY COUNCIL
VICTOR LEGASPI
DECLARATION OF BESPONSIBLE CHARGE LORENZO CALDERON
LISA TYLENDA
ADRIANA MARQUEZ
DIANA NURICUMBO
PARTICIPATING cry
BENJAMIN MARTINEZ
CARLOS CAMPOS
JESUS VILLEGAS
VERONICA L ALVARADO
DATE
PLINE INCORDIDAO ITIRES
Dynamic
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APPROVED FEE CONOTRUCTIDNE NEATEN OF MOOC MarLo M. SHEET CHE DE CALICO ErY OF CALEX. CO
TITLE SHEET, VICINITY
PEDUEL* - PHASE I MAP AND GENERAL NOTES
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ROCKWEOD
CALEXICO
ELEMENTTRYI HIGH
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CALEXICO
LASTED SCHOOL
ALLEN SHEET 6.
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• SHEET 3 SCHOCL ELEMENTARY
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SDSU IVO
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SHEET 6==
SCHOOL
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• SHEET 4
WORD SIR
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1 SHEET 5 = • SHEET 6 = =
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ALLEY MARUVEMENTS SHEET INDEX
PROICE. PUSE IT
AS PATE
ALLEY 4
TEMPLE CT.
ALLEY 2 AND ALLEY 3 BTH STREET
ALLEY 14
ALLEY 2 IMPROVEMENTS: LLEY 3 IMPROVEMENTS. ALLEY 4 IMPROVEMENTS: LIEY 14 IMPROVEMENTS. in lamente | QUANTITER!
(30 E9 0100
SEN CONCRETE COVERY APAN
100.00
12 ESTRE RELIPA CUSTO AND CUTTER 4909
CONSTRUCTION KEYNOTES:
DEMOLITION KEYNOTES:
→ INSTALL DRIVEILAY PER DETALLS ON SHEET T AND S.
CONSULENC
Dynamic
ENCINBERS
PUBLICH ANO NETALL 1% OS CUSS E BASE COUDACTEO TO 25% COUDACTION. 8^1 Na TEE APPOVED TOR CONETRUCTON PROUCCT DISCRO SON:
CITY OF CALERICO De 55 09 CANA CALEIRA
PUBL C ROYS CEPAR"VEN ALLEY IMPROVEMEVTS
ALLEY NAVEMENTE ALLEY 2, ALLEY 3
ALLEY 4 AND ALLEY :4
MARY AVE.
PAULIN AVE.
ROCKWOOD AVE
ALLEY 23
ALLEY 11 IMPROVEMENTS: ALLEY 23 IMPROVEMENTS:
1 SOTAL ANDRO CUED SHOCUTTE
ALLEY 11
CONSTRUCTION KEYNOTES:
INSTALL BEVERY PER DETALS ON SHEST AND E.
© ADIUST SEWER MANYCLE.
Dynamic Undergrand Sentice Her:
pee to er COl TOEL FREF
A FUCKSHAND NETALL OF OF CLASE I BAGE COMPACTED TO COS PACTION to preferr of these plans. 811
SHEET ITS
CITY DE CEL EXICO •A
- з4M ALLEY CHPROVEMINTS
LEONE 100/2.
651 ST
ALLEY 32 IAPROVEMEVES.
SEE CUE BAG: COL 4/2
E INSTAL NEPE DATTEN
sth ST ALLEY 32
2nd ST
ALLEY 36 IMPROVEMEVTS:
CABAGE COVET 30 ON
INSTALL NOW PRA CURD AND GETTER
RENAUD CT,/ALLEY 36
CONSTRUCTION KEYNOTES:
DEMOLITION KEYNOTES:
INSTALL DRY PERISTS ON SHEST TA E SO A TON OF LEINE CONCRETE ORNEWAY AND KONEY SEWER SUMOLE DUTIERE CHANCES AID USES:
Dynamic CONSULTNNO
ENGE TAS9S
FURNICH AND INSTALL 12% OF CLASS I BAGE CONPACTED TO 55% COMPACTION. 81-
200400 30
CITF DE COLERTOO CTY DE CALEXICO
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MY 247
AND ALLEY 26 (RENAUD CT)
DOOL AVE. ANDRADE AVE.
ALLEY 3а IMPROVELENTS
152 Bear To HEBER AVE.
ALLEY 37 1st ST
E SHERMAN ST E SHERMAN ST
Ih ST ROSEMONT ST
ALLEY 38 ALLEY 39
CONSTRUCTION KEYNOTES:
IKETALL DRYEVIAY PER CETALS ON SHEET 7 AND a.
• ADAET SEVER MANHOLE CONSING ANTHORIO CHATOES AND USES :
Dynamic Codergend Serice Met
FURNSHANDINETALL OF CLASS BACE COMPACTED TO TO95% COMPACTION 811
PROJECT DISCARDON
CHIN DE COACO CITY OF tALEXIC
ALLEY IKPROVEMENTS
ALLY SAUR
US.RVC0 12002
REMOVE I2° DS DESTING MATERLL
COMPACTED 0 05%
Но РАН СТРОЙ СРАСТОМ
ALLEY CROSS SECTION
Pate on
DETAIL 1
NOTES SIDEWALK
DETAIL 4
SIDEWALK PLAN
CONFINED RV DRIVEWAY DETAILS N
SEE MARC
DETAIL S
SECION WITH CURE
DUMBER DRIVINAY
WEAKENED PLANE NONT
EXPANSION JOINT
SIDEWALK DETAIL
NATO LIED CHAIDES AD USES:
DETAIL 2 Dynamic
CRIVEWAY DETAI-
DETAIL 5 8"1
ENDY CE NOSE
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Mr sum DETAILS
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DETAIL 7
TRASTIC SIGNS
SECZIN A-F
TYPICAL TRAFFIC CONTROL AT
ALLEY AND SIDEWALK CLOSURES
EY TRATIC CONTRO
PARKWAY ALLEY APPROACH
VALVE OPERATOR WEL DETAIL 9 DETAIL 10|
DETAIL B
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ENICRIBSOS
PAVEMENT EXTENSION JOINT e113:0
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DETAIL 12
SANTON COMMENTA ENENZER OF FORE sir on Me PROCT DOSS ON: SHOT MC actn
CAN DE CRO
PAT 205
DETAILS
20150001/5/2
2'-2." 3/16"
18"
WEAKENED PLANE JOINTS
SPACED AT 10'-0* O.C. SEE NOTE 1 R = 1/2°
R = 1/2" GUTIER ELEV.
R = 1
WEAKENED PLANE JOINT
AT 10'-0° O.C. TYPICAL
SEE NOTE 2
CONCRETE: -JOINT SEALANT
6" OF AGGREGATE BASE AND R = 3/8"(x2) - --1/2
SUBGRADE PREPARATION
UNDER CURB AND GUTTER.
CUT EXPAN. JOINT-.
NOTES: FILLER & SEAL
ASPH EXPAN;
PLACE "S" (STAMPED AND "G" (CHIPPED) IN JOINT FILLER
URB FOR SHOWNG TH DEPTH
LOCATION OF SEWER AND GAS SERVICES. OF CONCRETE
"I (STAMPED) - WATER SERVICE
JOINT SEALANT ACROSS GUTTER AND EXPANSION JOINT
AT 40'-0" O.C. TYPICAL. AND AT ALL
SUBGRADE FOR CURB SHALL BE 90% NIN. COMPACTED. STRUCTURES, DRIVEWAYS AND RETURNS
CURB DETAIL NTS
COMMERCIAL DRIVEWAY
THICKENED -P/L AND R/V
EUGE (TYP.) E, EXPANSION JOINT Y E.J.
4500 PSI
CONCRETE
*% E/F,
--+ T.J. T.J.
46" THICK CONC
DRIVEWAY OVER 95% /FT.
COMPACTED CONCRETE
3 SIDEWALK HI+ SIDEWALK
MATERIAL UNDER NOTES:
C.u.
A LIEUR TYPICAL
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LACE OF 12'-0" MEN, TO 26"-0" MAX. FACE OF -
2'-0" CURB
CURB
6'-8' _6°-8*
16'-0" MIN. TO 30'-0* MAX.
RESIDENTIAL DRIVEWAY
THICKENED E. EXPANSION JONT -P/L AND R/SI 3. 6° HICH THICK P.C.C. THE P.C.C. SHALL EDGE (TYP.) E.J.
4500 PSI — 14
- CONCRETE
CONCRETE POLANCO CONCRETE BE IN SO MISTRE
3 SIDEWALK CONCRETE
SIDEWĄLK CONTENT.
T.J.
6'-B". 46* THICK CONC.
/FT. LANDSCAPED
LANDSCAPED MIN. PARKWAY
PARKWAY GRAHULAR SAND
MATERIAL UNDER
cu. c.J.
A L HUR, TPICAL A
-FACE OF B'-0" MIN. TO 20-0" MAX. 2'-0* FACE OF -—
CURB CURB 8"
10'-0" MIN. TO 21'-0" 11AX.