RESOLUTION NO. 2025-090
A RESOLUTION OF THE CITY COUNCIL OF THE CITY OF REEDLEY APPROVING AND
AUTHORIZING THE CITY MANAGER TO EXECUTE THE PURCHASE AGREEMENTS AND SIGN
THE GRANT DEEDS ON BEHALF OF THE CITY OF REEDLEY TO ACCEPT STREET RIGHT OF
WAY FROM TWO PROPERTY OWNERS AND TEMPORARY CONSTRUCTION EASEMENTS
FROM TWO PROPERTY OWNERS RELATED TO THE JEFFERSON ELEMENTARY SAFE
ROUTES TO SCHOOL PROJECT
WHEREAS, the City of Reedley has received federal aid funds for improvements for the Jefferson Safe Routes to School (Project); and
WHEREAS, the proposed Project includes acquiring right of way for the installation of curb ramps along the frontage of two parcels; and
WHEREAS, the Project is necessary to accommodate improvements to Lincoln Ave, Washington Ave, Jefferson Ave, Sunset Ave, and Columbia Ave, and
WHEREAS, the City contract surveyor prepared the necessary grant deeds defining the required areas; and WHEREAS, as required by the federal aid guidelines, the City of Reedley hired a right of way consultant to appraise the required areas shown in the grant deeds and begin negotiations with the property owners; and WHEREAS, the consultant has obtained agreements from the property owners and obtained signed purchase agreements and grant deeds.
NOW, THEREFORE, BE IT RESOLVED, that the City Council of the City of Reedley, using their independent judgment, approves Resolution No. 2025-090 based on the following:
1. That the above recitals are true and correct.
2. This resolution is effective immediately upon adoption.
This foregoing resolution is hereby approved and adopted by the City Council of the City of Reedley on this 18th day of November 2025, by the following vote:
AYES:
NOES:
ABSTAIN:
ABSENT:
ATTEST: Matthew Tuttle, Mayor
Ruthie Greenwood, City Clerk
APPENDIX A
PURCHASE AGREEMENT
Juan Mosqueda Ayala
APN : 370-203-20
This Agreement for Purchase of Real Property is between the CITY OF REEDLEY, a municipal corporation ("Grantee") and JUAN MOSQUEDA A VALA, a married man as his sole and separate property ("Grantor") for acquisition of certain real property rights set forth herein for the construction. operation and use of the Jefferson Safe Routes to School Proj ect ("Project" ).
WHEREAS, the City of Reedley is in the process of acqu iri ng the necessary real property and property rights for the Project. and has determined that porti ons of Grantor's property. identi lied as Assessor Parcel Number 370-203 -20, com monly known as 708 E Lincoln Avenue. Reedley , County of Fresno. State or Cali fornia. are necessary for the construction and operation of the Proj ect.
In consideration of which. and the other considerations hereinafter set fort h, it is mutua lly agreed as follows:
I. (A) The parties have herein set fo rth the whole of their agreement. The perfo rmance of this Agreement constitutes the entire consideration for said document and shall reli eve Grantee of all further obligation or claims on this account, or on account of the use, location, grade, or construction ofthe proposed pub li c improveme nt.
(B) The property to be conveyed pursuant to this Agreement is a Fee interest as described in the Grant Deed attached hereto as Exhibit "A" (the "Prope1iy").
(C) Grantee requires th e Property for sidewa lk improvement purposes, a public use for which Grantee has th e authority to exercise the power of eminent domain. Grantor desires to se ll , and Grantee desires to purchase the Property.
(0) Grantee also desires to obtai n a Temporary Construction Easement ("TCE") from Grantor over a po1tion of Grantor's property as described in E:,h ibit ··B." to be used in con nection with Grantor's construction of the sidewalk improvements, and Grantor is v,illing to grant the TCE to Grantee upon the terms and conditions set forth in this Agreement. (E) Both Grantor and Grantee recognize the expense, time, effort, and risk. to both parties in determining the compensation for the Property and TCE by emi nent domain litigation. The compensation set forth herein for the Property and TCE is in compromise and settlement, in li eu of such litigation .
(F) The pa1iies to this Agreement shall, pursuant to Section 2 l .7(a) of Titl e 49. Code of Federal Regul ations, comply with all elements of Titl e VI of the Civil Rights Act of 1964. This requirement under Title Vl and the Code of Federal Regulations is to complete the USDOT-Non-Discrimination Assurance requiring compl iance with Titl e VI of the Civil Rights Act of 1964, 49 C.F.R. Section 50.3. (G) No person in the United States shall. on the grounds of race, co lor, or national origin, be excluded from participation in. be denied the benefits of, or be otherwise subjected to discriminati_on under any program or activity that is the subject of this Agreement.
2. Purchase Price
(A) Grantee shall pay the undersigned Grantor the total sum of$ I, I 00 .00 (the "Purchase Price") for the Property and TCE, payment to be issued once the Property vests in City of Reedley . (B) It is understood and agreed by and between the parties hereto that payment or the Purchase Price as provided in Clause 2(A) includes. but is not limited to : l ayment for the fair market value of the Property conveyed; payment for any and al l damages incurred by Grantor, including. but not limited to , any and al l damages which may accrue to Grantor's remaining property by reason of its severance from the property conveyed herein ; and payment fo r the TCE granted by Grantor to Grantee.
Juan Mosqueda Ayala
APN: 370-203-20
(C) On or before thirty (30 ) days after the Effecti ve Date (as defined in Sec ti on 17 ). Grantee shall pa) thc Purchase Price, pro, ided Grantee has not elected to terminate th is Agreement pursuant hereto in accordance ,vith its right to terminate conta ined in th is Agreement. (D) As additional consi deratio n fo r the purcha se or the Property. th e Grantee sha ll. at no expense to the Grantor, terminate and relocate any affected irrigation within th e fee acqu isition area and terminate. relocate. or reinstall any affected irrigation ,Yithin the TCE area. Grantor hereb) gran ts permission Lo Grantee and/or Grantee's authori zed agent to enter on the Property " ·here necessary to complete said work. Grantor understands and agrees that aft.er completion of" said work, any such improvcmems shall be considered Grantors' so le property and Grantor wi ll be so lely responsible fo r an.y maintenance and repair.
3. Temporary Construction Easement
The Temporary Construction Easement ("TCE"') is needed for the purposes or sidewalk construction along the right-of-way. The TCE is for 3 years and shall become effecti ve on October I, 2025. and expire upon completion of Project construction but no later th an September 30, 2028 . Restoration or the property shall occur on ly within the TCE area \,·ithin the property. Grantee shall restore th e TCE area to the condition that existed prior to Grantee's Project construction, to the exten t reasonably practical. _
4. Conveyance of Title
Grantor agrees to convey by Grant Deed, in the fo rm of Ex hibit --A··, to Grantee title to the Property and Grantee shall take titl e subject to all matters recorded and/or unrecorded. These obligations shall survi ve the close or an internal escro,v.
5. City of Reedley's Conditions to Closing
The following are conditions precedent to Grantee's obl igation to purchase th e Property:
(A) The transacti ons contemplated herein shal l have been approved by the Grantee, in its sole discreti on. (8) Grantor shall have delivered the items described in Section 6 below on or before the Closing. (C) Grantor duly executes and acknowledges subordination agreements, if any; If any Condition Precedent is not satisfied. Grantee shall have the rig ht in its sole discretion either to wai e, in writing, the Condition Precedent in questi on and proceed with the purchase: or termin ate this Agreement by written notice to Grantor.
6. Grantor's Delivery of Documents
Gran tor shall deliver to Grantee the fo llowing:
(A) Duly executed and acknowledged Grant Deed and Temporary Construction Easement Deed:
(B) Such resolutions, authorizations. or Olher partnership documents or agreements relating lo Grantor and its partners or affiliates as Grantee may reasonably require. to demonstrate the authority of Grantor to enter into this Agreement and consummate the transactions co ntemplated hereby. and such proof of the power and authority of the individuals executing any documents or other instruments on behal r of Grantor to act for and bind Grantor: and
(C) Certi fication of Trust. ir any .
2 7. City of Reedley Delivery of Documents and Funds
Grantee shall deliver to Grantor the fo ll owing:
Juan Mosq ueda Ayala
APN: 370-203-20
(A) Acceptance of Grant Deed and Temporary Construction Easemen t Deed executed by Gnintee:
and
lB) Payment of the Purchase Price.
8. Immediate Possession and Use
It is agreed and confirmed by the parties hereto that notwithstanding other provisions in this Agreement. the right of possession and use of the Property by the Gran tee. including the right to remove and dispose of improvements and to construct roadway improvements, shall commenc e when Gran tor receives payment and deeds are recorded. The amount shown in Clause 2lA) herein includes, but is not limited to. full payment for such immediate possession and use, including damages. if any, from said date .
9. Grantor's Representations and Warranties
Grantor represents. warrants to, and covenants with Grantee as fo llows:
(A) Grantor has received no notice that there are now, nor at the time of the Closing will be. any material violations of any laws, rul es, or regulations applicable to the Property. (B) To the best of Grantor's knowledge, there are no easements or rights of way which have been acqu ired by prescription or which are oth erwise not of record with respect to the Property.
There are no disputes with regard to the location of any fence or other monument of the Property's boundary nor any claims or actions invo lving the location of any fe nce or boundary.
(C) Grantor is the legal and equ itab le avvner of the Property, with full right to convey the same, and without limiting the generality of th e fo rego ing. Grantor has not granted any option. or right of first re fusal, or first opportunity to any third party to acquire any interest in any of the Property.
(D) Grantor hereby represents, warrants to, and covenants with Grantee that the following statements are true and correct, and will be true and correct as of the Closing: (i) the Property is not in violation of any Environmental Laws; (ii) th e Property is not now, nor to the best of Grantor's knowledge ever been, used in any manner fo r the manufacture, use, storage, discharge, deposit, transportation, or disposal of any Hazardous Material· (iii) there has been no release and th ere is no threatened release of any Hazardous Material in , on, under, or about the Property; (iv) the Property does not consist of any landfill or contain any building materials that contai n Hazardous Material ; and (v) the Property is not subject to any claim by any governmental regulatory agency or third party related to the release or threatened release of any Hazardous Material. As used herein , the foll owing terms shall have the meanings below:
For purposes of this Agreement, "Hazardous Material" means any substance which is (i) defined as a hazardous waste, pollutant, or contaminant under any Environmental Law, (ii) a petroleum hydrocarbon, including crude oil, or any fraction thereof, (iii) hazardous, toxic. corrosive, flammabl e, explosive, infectious. radioactive, carcinogen ic, or reproductive toxicant, (iv) regulated pursuant to any Environmental Law, or (v) any pesticide regulated under State or l·ederal Law; and the term "Environmental Law" means each and every fede ral , State and local law, statute, ordin ance, regulati on, rul e, judicial or administrative order, or decree, permit, license. approva l, authorization, or sim ilar requirement of an agency or other government authority, pertaining to the protection of hum an health and safety or the environment.
3 Juan Mosqueda Ayala
APN: 370-203-20
(E) At the time of Closing there \\ ill be no outstanding written or oral contracts made by Grantor for any improvements that have not been fu lly paid fo r and Grantor shall cause to be discharged all mechanics' or materialmen's liens arising from any labor or materials furnished to the Property pri or to the time of Closing. There are no obligati ons in connection with the Property which will be binding upon Grantee after Closing. (F) Grantor shall indemnif\. defend, and hold harmless Grantee. its employees. officers. and agents, and their respective successors and assign s. rrom and again st any and all li abilities. claims. demands, damages, liens, costs. penalties, losses. and e:-.:penses. including. without limitation. reasonable attorneys' and consultants' fee s. resulting from the existence of Hazardous Material or mechanics or materialmcn's liens on or at the Property or arising from an\· representation made by Grantor in this Agreement.
10. Grantor Indemnification
Grantee shall indemnify, defend , and hold harmless Grantor, its employees, officers, and agents, and their respective successors and assigns, from and against any and all liabilities, claims, demands, damages, liens, costs, penalties, losses, and expenses, including, without limitation, reasonable attorneys' and consultants' fees caused by the activities allowed under this Agreement, but only to the extent caused by the active negligence or willful misconduct of the Grantee and its agents, representatives, employees, consultants, and/or contractors. Grantee agrees to assume responsibility for any damages to Grantor's remainder property caused by reason of Grantee's use of the Property under this Agreement, and wilL at Agency's option, either repair or pay for such damage.
11. Non Liability of City of Reedley Officials, Employees, and Agents Notwithstanding anything to the contrary in this Agreement, no City Council Member, officer, employee, or agent of Grantee shall be personally liable to Grantor, its successors or assigns, in the event of any default or breach by Grantee or for any amount which may become due to Grantor, its successors or assigns, or for any obligation of Grantee under this Agreement.
12. Warranty of Authority
Each person signing this Agreement on behalf of a party represents and \varrants that he or she has the full righL power, legal capacity , and authority to enter into this Agreement on behalf of the party. and that no further approvals or consents of any persons are necessary in connection with the execution of this Agreement.
13. Successors and Assigns
It is understood and agreed that this Agreement inures to the benefit oL and is binding upon. the parties, their respective heirs, personal representati ves, successors, administrators. and/or assigns.
14. Amendments
This Agreement may be amended or modified onl y by a written instrument executed by Grantee and Grante r.
15. Counterparts
This Agreement may be executed in two (2) or more cou nte1varts. each of whi ch shall be deemed an original. but all of \Vhich taken together shall constitute one and th e same in strument. 4 16. Severability
Juan Mosqueda Ayala
APN: 370-203-20
In th e event that any provision of this Agreement should be held to be vo id, voidab le, or unenforceable. th e remaining po11i ons shall remai n in full fo rce and effect.
17. Effective Date
As used herein , the term "Effective Date" shall mean the date of the execution of this Agreement by both parties, or if exec uted separately the date on which the Agreement is executed by the last party to execute this Agreement. as shown in the signature bl ocks to this Agreement.
18. Governing Law, Venue, Attorneys' Fees
This Agreement shall be governed by and construed in accordance wi th th e la\\'s of the State of California. An:
action regarding this Agreement shall be brought in the Superior Court of Fresno County, California. The prevailing party in any such action may recover its reasonab le attorneys' fees as costs.
19. Specific Performance
In addition to any other remedy ava ilabl e at law, this Agreement may be enforced by specific performance.
ALL AGREEMENTS FOR PURCHASE OF PROPERTY ARE CONTINGENT UPON THE RATIFICATION AND APPROVAL OF Tl-IE CITY OF REEDLEY.
Signature Page Follows
5 Juan Mosqueda Ayala
APN: 370-203-20
In Wirness ·whereof. the Parties have executed this Agreement on the dates shown below:
GRANTOR: Juan Mosqueda Ayala. a married man as his sole and separate prope1ty
CITY OF REEDLEY
Nicole Zieba
City Manager
ATTEST:
Ruthie Greenwood
City Clerk
Date
Date
Date
6 EXH IBIT "A"
~ECORDING REQUESTED BY:
City of Reedley
WHEN RECORDED RETURN TO:
City of Reedley - E gi eering Decpartment
·17 33 inth Street
R&edley, CA 93654
Ne Fee Docurn~t - per Gov.em ment Coa e _ 7 3c,3
Jo 0ocumen• Transfer Tax- pe-r R&T C de 1 1922
Jefferson Safe Routes ·o Schools Project
A portion of APN 2:70-203-20
SPACE P.50'./:: TlitS LI ME FOR RECORD ER'S USE
GRANT DEED
FOR VALUABLE CONSIDERATION, receipt of which is hereby acknowledged, JUAN MOSQUEDA AYALA, a married man as his sole and separate property, hereb: GR.I!;. TS to the CITY OF REEDLEY, a municipal corporation , all of Grantor's right, title, and interest in and to that certain real property situated in the Crty of Reedlef,' the County of Fresno , St:?.te oi California, more particularty described on Exhibit "A" and more'particubdy depicted on Exhibit "B"" attac.hed hereto and made a part hereof.
IN WITNESS WHEREOF, U1e undersigned Grantor has executed this Grant Deed as of this __ dayof _________ , 202_
Juan ~ osq ueda Ayala
(Notary Acknowledgment Attached)
CERTIFICATE OF ACCEPTANCE
This is to certify- th at the interesi 1n re31 property conveyed by the Gran _e-ed, dated ________ , from Jua n Mosqueda .A.yala. a married man as his sole a 1d separate property, to the City of Reedley, a municipal corpor3.tion, is hereby accepted by the undersigned officer or agent on behalf of the C1t:1 of Reed ley pursua nt to authority conferre<I b1· Resol 1tion No. ______ adopted __________ by the Ci . of Reed ley Crty· Councii and the grantee consents to recorda ion the reof by its duly authorized officer City of Reedley City Clerk
Dated: _______ _ B ·: ______________ _
Ruthie Greenwood
EXHlBff 11A,,
APN 370--203 -20
All th at rea l p operty situated in t he State of Cali "on ia, Co rn v of ... res no, City of Reedley, lying w it hin Section 26, To\v ship 15 S01Jt 1, Range 23 East, ~•/lou Oiablo Base ana Meridi3n, and being a port ion of Lo 51 of East Side Hom es No. 2, Tract No. 1420, fi le d in Boo k ~ 7 of Pl~ s at
BEGINNtNG at the Sout w - st Corner of sai d Lot SJ; the nce North oo-' 18\.,9" East a1or1g the West line of said Let 51, a dista fice of 11.00 fe et; tt ence South 44"36'01 EZ!~ t, a dist ance o' 15,58 feet more or less t o a pain on Lhe Sou t h Line of said Lot 51; t hence forth 89"30' 12" \Nest along said Sou t Li ne, a dista nce o ~ 1 1.00 feet tot e TRUE POINT OF BEGINNING.
Containing an approximate area o 60.5 sq are feet.
Bearings s own h rein are record or calculated
From record as shown on Reco rd of Su vey ded
In Book 70, of Re-cord of Su rv eys , Pages 90 th u 9 3, Fresno Countv Records.
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EXHIBIT "B"
TEMPORARY CONSTRUCHON EASEMENT
FOR VALUABLE CONSIDER.ATlO , receipt of which is hereby acknowledged, JUAN MOSQUEDA AYAl A, a m arried man as his sole and separate property, hereby GRA TS to the CITY OF REEDLEY, a municipal corporation, a emporary c~mstruction easement in, over, and across certain real property srtuated in t 1e Crty of Reedley, the County of Fresno, State of California, more particularly described on Exhibi ~A- and more particularly depicted on Exhibit "B'' attached hereto and made a p.:Hi hereof.
Temporar1 Con.strucfon Easement sha[I be effective October 1, 2025 to September 30, 2028 Jua 1 Mosqueda Ayala _ ate
(Notary Acknowledgment Attached)
CERTIFICATE OF ACCEPTANCE
In accordance 'IJith ·Section 2728· of the Government Code. this is to csrtifv that the interest in real property conveyed by U1 is instrument to the City o' R.eedley, a muni~-ip31 corporation, is hereby accepted by order of the City Council of the City of Reedley made on the date hereafter set fo rth and the grantee consents to the rncordation thereof by this duly authorized officer.
Resolution umber 2000, adopted June 1, 1976, attached as Exhibit " C" .
City' of Reedley City Clerk
ated: _______ _ By: ______________ _
Ruthie ( ireen•,Nood
EXHIBn ''A"
APN 3i0-203-20
A TEMPOR.Ci.RY CONSTRUCTION E/1. EME T o ve r and acro ss a!! that real pro r e rty situated in the 5ta1 e- of Ca li ornia, Count y o Fresno, City of Ree dle y, lying w ith i , Sec ion 26, Town ship 15 So uth, Ran e 23 East, vloun Diablo Base and v1e rl di3n, and being a port ton of o 51 of Ea t Sid e o mes No. 2, Tract No. 14 20, fil ed in Book 17 o f Plats a Page 28, Fres o Co unty Records, more pa rticularly describ ed as 'allows :
8EGlNNING at a poi nt on the VVe 't Line f sa id Lot 51, \Nh ich Ii ' S Nor h 00° 18' a"· ast, a dist ance of 11.00 fe et from th e South west Corner of said Lot 5 1; thenc.e continuing North 00"18'09" East along t he W est Li n e of said Lot 51, a di sta nce o f 4. 25 feet; the nce leavi ng said West Line, South 44"36' 01 Eas t, a distance o' 21.60 feet m o re or !es · to J point o he South Une of aid l ot 51; thence orth 89c30' 12'' West along said South Line, a distance of 4.25 feet , th ence leaving said So th line, North 44°36'01" West, a distance of 15.58 feet to t he West Li ne of said Lot 51 and th e TRUE POINT Of BEGINNING.
THIS TEMPORARY CONSTRUCTIO IJ EASEMENT EXIPIRES 3 YEARS FROM TH E D/\TE OF RECORDATION .
Conta ining an approxima te area o f 55.8 sq uare feet.
Bea rings shown herein are record or calcu lated
From record as shown o Record of Su rvey file-d
In Book 70, of Record of Surveys, Pages 90 thr 1 93,
Fre no Cou nty Record s.
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APPENDIX B
PURCHASE AGREEMENT
Christian Ramos Manzo
AP. i: 370-192-11
This Agreement for Purchase or Real Property is bct,\CC n th e CITY OF REEDLEY, a municipal corporation ("Grantee") and CH RISTIA I'\ RAMOS MA ;\ZO, a married nrnn as his sole and separate property ("C rantor") 1<..1r acquisition or certain real property ri ghts set forth herein lc)r the construction. operation and use of the Jefferson Safe Routes to Schoo l Project ("Proj ect").
WHEREAS. the City or Reed ley is in th e process of acquirin g the necessary real property and prope rty rights lo r the Project. and has determined that portions of Grantor's property. identilied as .Assesso r Parcel T'-:u mber 370- 192 - 1 l. commonly known as 678 E. Wash ington A\cn uc, Reedley. Cou nt)' or· Freno. State of Cali fo rn ia. are necessary for th e construction and operation or the Project.
In consideration or \\'hich. and the other considerations herei nafter se t i'orth, it is mu tu ally agreed as lo llo\\·s:
I. (A) The parties ha\·e here in set forth the wh ole or their agreemen t. The performunce of th is Agreement con stitutes the entire conside ra ti on for said document and shall rel ieve Grantee or all further obligati on or claims on this acco unL or on acco unt of the use. location. grade. or construction of the proposed public improvement .
(B) The property to be conveyed pursuant to this Agreemen t is a Fee interest as described in the Grant Deed attached hereto as Ex hibit "A" (the "Property").
(C) Grantee requires the Property for sidewalk improvement purposes, a public use for which Grantee has th e authority to exercise th e power of eminent domain . Grantor desires to se ll, and Grante e desires to purchase the Property .
(D) Grantee also desires to obtain a Temporary Construction Easement ("TCE") from Gran tor O\ er a portion of Grant r's property as described in Exhibit ··B." to be used in connection with Grantor's construction of the si dewalk improvements, and Grantor is willing to grant the TCE to Grantee upon the terms and conditions set fo11h in this Agreement. (E) Both Grantor and Grantee recogni ze the ex pense, time, effort. and risk to both parties in determ ining the compensation fo r the Property and TCE by eminent domain litigation. The compensation set fort h here in f"or th e Property and TCE is in compromise and settlement. in li eu of such litigation.
(f) The parties to th is Agreement shall , pursuant to Section 21.7(a) of Title 49, Code of Federal Regulations, comply with all eleme nts or Title VI or the Civil Rights Act or 1964. This requirement under Title YI and th e Code of Federal Regulation s is to compl ete the US DOT- on-Discriminati on Assurance requiring compliance \\'ith Title VI of th e Civi l Rights Act of 1964, 49 C.F.R. Secti on 50 .3. (G) o person in the nited States shall, on the grounds of race, color. or national origi n. be excluded from participation in, be denied the benefits of, or be otherwise subjected to discrimination under any program or activ ity that is the subject of this Agreement.
2. Purchase Price
(A) Grantee shall pay the undersigned Grantor the total sum of $1 .600.00 (the "Purchase Price") fo r the Property and TCE, payment to be issued once the Prope rty vests in City of" Reedley. (8 ) It is understood and agreed by and bct\\·cen the parties hereto th at payment o[ the Purchase Pri ce as provided in Clause ::?.(A) includes, but is not limited to: payment fo r the fair market valu e of the Property conveyed; pay ment for any and all damages incurred by Cirantor. including. but not limited to. any and all damages \,·hi ch may accru e to Grantor's remaining propert) by reason of its severance f'rom the property conveyed herein : and payment for the TCE granted by Granlor to Grantee.
~-- ------ --- - - - - - - -···· - --···· - -
Christian Ramos Manzo
APN: 370-1 92- 11
(C) On or bef'o re thirty (30) days afte r the [!Tectivc Date (as dclincd in Section 17), Crantec shall pay the Purc hase Price , provided Gran tee has not elected tn terminate this Agreemen t pu rsuant hereto in accordance with its ri ght to termi nate co ntained in this Agreement. (D) /\s additional consideration for the purchase of the Property . the Grantee shall. at no expense to the Grantor, terminate and re lucate an) affected irrigation \\ ith in the Ice acquisition area and terminate. relocate. or reinstall any affected irrigation within the TC[ area. Grantor hereby grants permission to Grantee and/or Grantee's authorized agcm to enter on the Property ,,here necessary to complete said work. Granto r understands and agrees that after completion of said work. any such improvements shal l be co nsidered Gran tors' sole property and Crantor will be solely responsib le for any ma intenance and repair.
3. Temporary Construction Easement
The Temporary Constructi on Easement ("TCE'') is needed for th e purposes ol' sidewalk co nstructi on along the right-of-way. The TCE is for 3 yea rs and shal l become effective on Oc tober 1, 2025. and expire upon completion of Proj ect construction but no late r than September 30, 2028. Restorati on of the property shall occur only within th e TCE area within the property. Grantee shall restore the TCE area to the cond ition that existed prior to Grantee's Project constru cti on. to the extent reasonably practical.
4. Conveya nce of Title
Gran tor agrees to convey by Grant Deed, in the form of Ex hibit ''A", to Grantee title to th e Pro perty and Grantee shall take titl e subject to all matte rs recorded and/or unrecorded. These obliga tions shal l survive the close of an intern al escrow.
5. City of Reedl ey's Conditions to Closing
The fo ll owing are conditions precedent to Grantee's ob ligation to purc hase the Property:
(A) The transactions contemplated herein shall have been approved by the Grantee. in its so le discretion. (8 ) Grantor shal l have delivered the items descri bed in Section 6 below on or before the Closi ng. (C) Gran tor du ly executes and acknowledges subordi nation agreements.if any; If any Co nditio n Preceden t is not satisfied. Gran tee shall ha,·e the right in its sole discretion eithe r to waive, in \Vri ting, the Condition Precedent in questio n and proceed wi th the purchase: or term in ate this Agreement by wri tten notice to Gran tor.
6. G ra ntor's De live ry of Documen ts
Gran tor shall deli ver to Grantee the fo llowing:
(A) Duly executed and acknowledged Grant Deed and Temporary Construction Easement Deed; (8) Such resolutions, authori zations. or other partnership documents or agreements rel ating to Gran tor and its partners or affil iates as Grantee may reasonably require, to demonstrate the authority of Grantor to enter into this Agreement and consummate the transJcti ons contemplated hereby, and such proof or the po,,·er and authority of the individuals executing any documents or other instruments on behalf of Grantor to act for and bind Grantor; and
(C) Certification of Trust. if any .
2 7. City of Reedley Delivery of Docum ents and Funds
Grantee shall deliver to Gran tor the fo ll owing:
Christian Ramos Man zo
APN: 370-192-11
(A) Acceptance of Grant Deed and Temporary Construction Easement Deed e:-:ccuted by Grantee:
and
(B) Pa)ment of the Purchase Pri ce.
8. Immediate Possession and Use
It is agreed and confirmed by the parties hereto th at notwithstanding other provisions in this Agreemen t, th e ri ght of possession and use or the Property by the (iranlee. including th e right to remO\·e and dispose of improvements and to construct roadway imprc.wements. shal l commence \\ hen Grantor recei\·es payment and deeds are recorded. The amount shown in Clause 2(A) herein includes, but is not lim ited to, full payment r·or such immediate possession and use, including damages. il'any. from said date.
9. Grantor's Representations and Warranties
Grantor represents, warrants to. and covenan ts \\'ith Grantee as fo llows:
(A) Grantor has received no notice that there are now, nor at the time of the Closing will be, any material violations of any laws. rules, or regu lations appli cable to the Property. (B) To the best of Grantor's kno-wl edge, there are no easements or ri ghts or vvay which have been acquired by prescription or which are otherwise not of record with respect to the Property .
There are no disputes \vith regard to the location or any fe nce or other monument of the Property's boundary nor any claims or actions in volvi ng the location of any fence or boundary.
(C) Grantor is the legal and equ itab le owner of th e Property, vvith full ri ght to convey the same. and without limiting the generality of the fo regoing, Grantor has not granted any option, or ri gh t of first refusaL or fi rst opportunity to any th ird party to acquire any interest in any or the Property.
(D) Grantor hereby represents, warrants to, and covenants with Grantee th at the following statements are true and correct, and will be true and correct as of th e Closing: (i) the Property is not in vi olation of any Enviro nmental Laws; (ii) the Property is not now, nor to the best of Grantor's knowledge ever been, used in any mann er for th e manufacture, use, storage, discharge, deposit, transportati on, or disposal of any Hazardous Material· (iii) there has been no release and there is no threatened release of any Hazardous Material in, on, under, or about the Property; (i v) the Property does not consist of any landfill or contain any building materials that contain Hazardous Material ; and (v) the Property is not subject to any claim by any governmental regul atory agency or th ird party related to the rel ease or threatened rel ease of any Hazardous Material. As used herein, th e fo ll owing terms shal l have the meanings below:
For purposes of this Agreement, "Hazardous Material" means any substance which is (i) defined as a hazardous waste, pollutant, or contaminant under any Environmental Law, (ii) a petroleum hydrocarbon, including cru de oil , or any fraction thereol: (ii i) hazardous, toxic, corrosive, fl ammable, explosive, infectious, radioactive, carci nogenic, or reproductive toxicant, (iv) regulated pursuant to any Environme ntal Law, or (v) any pesticide regul ated under State or Federal Law; and the term "Environmental Law" means each and every federa l, State and local law, statute, ordin ance, regu lati on, rule, judicial or admin istrative order, or decree, permit, lic ense, approval, authorization, or simil ar req uireme nt of an agency or other government authority. pertai nin g to the protect ion of human health and safety or the environ ment.
3 Christian Ramos Manzo
APN: 370-192-11
(E) AL the time of Closing there \\il l be no outsta nding \\riucn or oral contracts made b) Grantor Cor any improvements th at have not been fully paid for and Grantor shall ca use to be clischargecl all mechanics' or materialmen's hen s arising from any labor or materia ls Curnished to the Prope,·ty prim to the time or Cl osi ng. There arc no obligatio ns in connection with the ProperL) \\'hich \\ill be binding upon Ci-antcc aft.er Closing. (F) Grantor shall indemnify, dcf'cnd, and hold harmless Grantee. its employees. officers. and agents. and their respective successors and assigns. rrom and again st any and all liabilities. claims. demands. damages. liens. costs. pena lties. losses. and expenses. in clud ing. \\ithout limitation. reaso nable attorneys' an d con ultants' fee s. resu lting from the existence or Hazardous Mate ri al or mechanics or mat erialmen's lien s on or at the Property or arising from any representation made by Grantor in this Agreement.
10. Grantor Indemnification
Grantee shall indemnify defend, and hold harmless Grantor, its employees, officers, and agents, and th eir respecti ve successors and assigns, from and against any and all liabiliti es, claims, demands, damages, lie ns, costs, penalti es, losses, and expenses, including, without limitation , reasonable attorneys' and consultants' fees caused by the activities all owed under this Agreement, but onl y to the extent caused by the active negligence or willful miscondu ct of tl1 e Grantee and its age nts, representatives, employees, consultants, and/or contractors. Grantee agrees to ass ume rcsponsibi l ity for any damage s to Grantor's remainder property caused by reason of Grantee's use of the Prope rty under this Agreement, and will. at Agency's option, either repair or pay for such damage.
11. Non Liability of City of Reedley Officials, Employees, and Agents Notwithstanding anything to the co ntrary in this Agreemen t, no Ci ty Co un cil Member, offi cer. employee, or agent of Grantee shall be personall y liable to Grantor, its successors or assigns, in th e event or any deCa ult or breach by Grantee or for any amount wh ich may become due to Grantor, its successors or assigns, or for any obligation of Grantee und er this Agreement.
12. Warranty of Authority
Each person signing this Agreement on behalf of a party represents and warrants that he or she has the full right, power, legal capacity, and authori ty to enter into this Agreement on behalf of the party, and that no furth er approvals or consents of any persons are necessary in connection with the execution of this Agreement.
13. Successors and Assigns
It is understood and agreed that this Agreement inures to the benefit or, and is binding upon. the panies. their respective heirs. personal representatives. successors, admi nistrators. and/or assign s.
14. Amendments
This Agreemen t may be amended or modified only by a written instrument e\ecuted by Grantee and Grantor.
15. Counterparts
This Agreemen t may be e\ecuted in two (2) or more counterparts, each of which shall be deemed an origi nal, but al l of \\.'hich taken toge th er shall constitute one and the same in strument.
16. Severability
In the event that any provision or this Agreement sho ul d be held to be vo id, void ab le, or unenforceabl e. th e remaining portions shall remain in full fo rce and effec t. 4 17. Effective Date
Christian Ramos Manzo
APN: 370-192-11
As used herein , the term "Effec tive Date" sha ll mean the date or the execution or this Agreement by both parties. or if executed se parately the date on which the Agreement is executed by the last party to exec ute this Agreement, as shown in the signature blocks to this Agreement.
18. Governing Law, Venue, Attorneys' Fees
This Agreement shall be governed by and construed in accordance with the laws of the State of California. An) acti on regarding this Agreement shall be brought in the Superior Court or Fresno County. Cali forn ia. The prevailing party in any such action may reco\·cr its reasonable attorneys' fees as costs.
19. Specific Performance
In add ition to any other remedy available at la\,. this Agreement may be enforced by spcci ric performance.
ALL AGREEMENTS FOR PURCHASE OF PROPERTY ARE CONTINGENT UPON THE RATIFICATION AND APPROVAL OF THE CITY OF REEDLEY.
Signature Page Follows
5 --------------- - ------- - -------·---·----·- ···-·-- r--·- 1
Jose Mendez
APN: 370-191- 10
!11 Witness Whereof the Parties have exec uted this Agreement on the dates shown below:
GRANTOR: Christian Ramos Manzo. a married man as his sole and separate property Christian Ramos Manzo
CITY OF REEDLEY
Nicole Zieba
City Manager
ATTEST:
Ruthie Greenwood
City Clerk
\~-7 -~~ Date
Date
Date
6 L
EXHIBIT "A''
~ECOROING REQUESTED BY:
City of Reed ley
WHEN RECORDED RETURN TO:
City' of Ree1jley - E gi ei:>ring Deparu-nent
·1733 inth Street
Reedley. CA 93654
No Fee Document - per Gcl'.iemment Code 27363
4o Docurneni Trans:er Ta~ - per R& T Code 119:2:
Jefferson Safe Routes o Schools ProJect
A portio of APN 370- 192- 1
SP.t::::::E P-.B0-.,ir: THIS LINE FOR RECORD ER 'S USE
GRANT DEED
FOR VALUABLE CONSIDERATION, receipt of which is hereby ackr gwledged. CHRISTIAN RAMOS MANZO, a married man as his sole and separate prop~rty. hereby GRA TS to the CITY OF REEDLEY, a municipal corporntion, all of Grantor's right, title, and interest in and to that cert..arn real property situated 1n the City of Reedley, the County of Fresno . State of California, more particularly described on Exhibit -.A." and more particularly depicted on Exhibit ~8" attached hereto and made a part hereof.
IN WITNESS WHEREOF, the undersigned C::irantor has executed this Grant Deed as of this __ day of _________ , 202
Christian Ramos Manzo
(Notary Ackno•,vfedgment Attached)
CERTIFICATE OF ACCEPTANCE
This is to certify that the interes · in re31 property conveyed by the Gr;:rn'. ~ eed, dated ________ , from Christian Ramos Manzo, a married man as his sole ~rnd sep3rate property, to the City of Reedley, a munic1p3I corporation, is hereb y accepted by th e under3ig11ed officer or agent on behalf of the City of Reedley pursuan to authority conferred by Resolution No. _____ adopted __________ by the City of Reedley Cit:,/ Cou -ic il and the grantee consents to recordation thereof by its duly authorized officer City oi Reedley City Clerk
~ated: _______ _ By: _____________ _
Ruthie Greenwood
EXHIBIT uAn
AP 3 70 192-11
All tha t rea l property situa ed in the 5 ate of Ca lif rn iJ, Co unty o: 1-resno. City of f{f'cdley. lyinc , tithi , ect ion 26. Town;hip 15 Soutl , Range 23 E.1 s .... , Moun Di ablo Ba se and Meridian, an.d being <1 portion of Lot 24 of Ha 0 apian ,i;d di 10n, filed 1n Boo k 1" of Pl ! at P"lg 8 J, Frc•·no Co mty Record s, more panicu l rly de~ ribcd as oll ovvs:
BEGINNING at the Southeast Corne r of 5a id Lot 24; t enc e North 89°30111·· Wes t alo ,g th South Line of s;, id Lot 24, a distance of 14.00 fee! ; thence Nor h 45 "23' S9 " E st, e.1 di!>tance o f
19.; 7 f eet nio re or less to a point 011 th E;:ist Lin e o f .:i id Lot 24; t hence South 00' 13'09" West alone sa id East Li ne, a dist ance of 14.00 fe et - o t 1e rRUE POINT OF BEGINNING.
Containing an ap proximate area f 98 squ.1re fePt.
Be;irings shown herein are record or ca lcu la ed
From record as shown on Record of Surve y filed
In Book 70, of Reco(d of Survey", Page 90 ru 93.
Fresno Coun , Records.
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f ECORDING REQUESTED BY:
City of Reedley
WHEN RECORDED RETU RN TO:
Crty o · Reedley - Engineering Departrn"=nt
733 intl"l Street
Reediey, CA 93654
No Fee Documeff - per Go·~emrn~nt Code 5·,o::, a a"273e3 efferson Safe Routes to Schools Project
A portio of A 370-192-1 1
EXHIBIT "B"
SPACE A50\.'E "'"'HI S LINE FOR RECORDS~ S USE
TEMPORA.RY CONSTRU CTION EASEMENT
FOR VALUABLE CONSIDERATIO , receipt of which is hereby acknowledged , CH RISTI.AN RAM OS MANZO, a married man as his sole and separate property, hereb GR,... TS to the CfTY OF REEDLEY, a municipal corpo ration, a temporary co nstruction easement in, over, and across certain real property situated in the City of Reedley, the County of Fresno, State of California, more particularty described on Exhibrt ~A" and more particularly depicted on Exhibit "B' attached hereto and made a part hereof.
Temporary Construction Easement sh3II be effective October 1, 2025 to S8ptember 30, 2028.
Christian Ramos v1anzo Date
(Notary Acknowledgment Attached)
CERTIFICATE OF ACCEPTANCE
In accordance- ~.:ith\Section 27281 of the Governmen Code, this is to certifv that the interesi in real property con1/eyed b _r this ins rument to the City of Reedley, a municipal corporation, is hereby accepte-cl by order of the City Council of the City of Reedley made on the date hereafter set forth and the grantee consen s to the recordation thereof by this duly authorized officer.
Resolution umber 2000, adopted June 1, 1976 , attached as Exhibit ··c.
City of Reedley City Clerk
Dated: _______ _ By: ______________ _
Ruthie Greenwood
EXHIBIT ''A"
.APN 370-192-11
A TEMPORAR CONSTRUCT IO EASE 1E r o er and cro_~ ail l hat rea l p operty situated 1n th e tate of Cal ifornia, County o f Fresno, Cit/ o· Reedley, lying withir Sec ti on 26J Town ship 15 So uth, Range 23 Ea~,, Mount iab lo t:\,1 :,e and Meridian, ard bein g a po ion of Lo 24 of Hagopian Addition, filed m Book 11 o Pia sat Pai~e 80, Fresno County Reco rds, r wre particularly described as fol lows:
BEGINN£NG at a poin t on the Sout h Lin c of said Lot 24 whi ch li es North 89" 30'11'' \Nest, a d istance o f 14.00 feet from the So utheast Co rne r of said Lo t 24; thence con ti nuing Nort h 89°30111" West a ong the South Line a' sa id Lo t 24 , a dis ce of 4. 24 feet; thence le-a vine said Sou h Lin e, North 45 "'23'59" Eas , a dist ance of 25 .75 fee t more or les- to a point on t he Ea -t Line of said Lot 24; t hence South 00"18'0 " 1-Ne .. t alo g said as Line, a d1stc1 ce o f 4.24 feet ; thence leaving said East Line South i15°23'59" Wes-, a distance of 19.77 fe e to t he South Line of said Lot 2 and TRUE POINT OF BEGINNING.
r IS TEMPORARY CONSTRUCTION EASE v1E T E !PIRES 3 YEA FROM THE DATE OF RECORDATION.
Co ntaining an approxim.:it·, area of 68.3 squr.1 re fe et Bearings shown herein are record o r calcula ed
From record as shown on Re ord of Survey filed
In Boo k 70, of Reco rd of Surveys , P ges 90 thru 93,
Fresno Cou nty Records.
EXHIBIT 11B11
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REEDLEY CITY COUNCIL
D Consent
ISi Regular Item
D Workshop
D Closed Session
D Public Hearing
DATE:
ITEM NO: \t}
November 18, 2025
TITLE: DIRECTION TO STAFF REGARDING STOP SIGNS FOR VARIOUS
INTERSECTIONS WITHIN THE CITY
SUBMITTED: Marilu S. Morales, P.E. , \ jA
City Engineer J.A
APPROVED: Nicole R. Zieba
City Manager
RECOMMENDATION
Staff recommends that the City Council consider the Traffic Safety Commission recommendations regarding stop sign placement in various intersections within the City of Reedley and direct staff regarding the stop signs.
EXECUTIVE SUMMARY
In September of 2025 Staff received a request to install stop signs at multiple intersections within the City of Reedley by Councilmember Arriaga. The intersections include C Street and 10th Street, Buttonwillow Avenue and Duff Avenue, and E Street and 15th Street. Staff was directed to analyze each intersection, present the findings of the analysis to the Traffic Safety Commission (TSC) and provide the City Council with the recommendation of the TSC at a future Council Meeting. In addition, Staff also received a request to install stop signs at Columbia Avenue and North Avenue by Kings Canyon Unified School District (KCUSD) and that request was also presented to TSC.
Of the four intersections that stop signs are being requested to be installed at, the TSC recommended installing stop signs at only one intersection. Should Council recommend following the TSC recommendation of installing stop signs at one intersection or if Council recommends adding stop signs at any of other intersections that are not warranted, Staff requests that Council direct Staff to return to the next Council Meeting with a public hearing to receive comments regarding the placement of stop signs and then at the subsequent meeting formally adopt a resolution approving the placement of stop signs.
BACKGROUND
The City of Reedley Municipal Code Section 6.1.2 grants the City Council of the City of Reedley the authority for the placement of regulatory traffic signage (stop/yield) and or traffic signals in accordance with requirements detailed in the California Vehicle Code (CVC) and the California Manual on Uniform Traffic Devices (CA-MUTCD). The same section of the Municipal Code also allows the City Council to delegate the authority to install or direct the installation of traffic control devices in accordance with the two documents identified above via the TSC, which the City Council has previously delegated via resolution.
The CVC and CA-MUTCD require that prior to the placement and enforcement of regulatory devices, an engineering analysis be performed and data such as volumes of traffic, number of accidents, etc. are collected and compared to specific warrants or criteria. In addition to the specific criteria, Section
28.07 of the CA-MUTCD provides provisions that can be applied to the analysis to assist in the final determination to either place or not place a regulatory device. These provisions include physical sight distance and high pedestrian volumes.
On October 30, 2025, a TSC meeting was held that considered the installation of stop signs at four different intersections at various locations throughout the city. Each intersection is broken down below with the engineering analysis as well as the recommendation of the TSC.
C Street and 10th Street
Staff investigated the intersection and completed an analysis of a stop sign application pursuant to Section 28.06 "Stop Sign Applications" of the 2014 California Manual on Uniform Traffic Control Devices (MUTCD). Traffic Volume data was collected by Metro Traffic Data on Thursday, September 25, 2025 at the intersection and collision data was also obtained. The collision data found that there were two instances where three or more crashes occurred within a 12-month period within the last five years including four (4) accidents between February of 2021 and February of 2022 and four (4) accidents between December of 2023 and December of 2024. Per MUTCD Section 28.06 the application of a stop sign is warranted if crash records indicate three or more crashes that are susceptible to correction by the installation of a stop sign have been reported within a 12-month period, therefore a stop sign is warranted at the intersection.
10th Street and C Street are both local roads and are governed by prima facie speed of 25 mph and right-of-way rules per CA-MUTCD as it relates to the Uniform Vehicle Code (UVC) and California Vehicle Code (CVC). The existing intersection is uncontrolled. The installation of a two-way stop sign will force vehicles traveling on C Street to stop prior to entering the intersection.
Staff requested that TSC approve the installation of stop signs on C Street, however, TSC denied the request. The TSC specifically asked that Council be told that they believe that installing stop signs on C Street would cause heavy traffic congestion during school hours especially if a vehicle is traveling eastbound on North and they turn onto C Street. This could cause angry drivers to make unsafe maneuvers and evasive turns to get around the vehicles and potentially cause accidents. TSC didn't find a reasonable solution other than leaving the intersection as is, therefore, they denied the installation of the stop signs. They also didn't find it reasonable to stop traffic all day long at that intersection for two times a day for a total window of 22 minutes due to school traffic.
Buttonwillow Avenue and Duff Avenue
Staff investigated the intersection and completed an analysis of a multi-way stop pursuant to Section
28.07 "Multi-Way Stop Applications" of the 2014 California Manual on Uniform Traffic Control Devices (MUTCD). Traffic Volume data was collected by Metro Traffic Data on Thursday, September 25, 2025 at the intersection of Buttonwillow Avenue and Duff Avenue. Based on the traffic data collected the minimum volumes required to warrant a multi-way stop was not met. Collision data for the intersection over the past three years was obtained from the police department and it was found that three (3) accidents were reported over that time frame. Per MUTCD Section 28.07 five (5) or more crashes need to be reported in a 12-month period to warrant a multi-way stop and this was not met.
Based on the current existing conditions, a multi-way stop at this intersection is not warranted. TSC agreed that a stop sign was not warranted and did not approve installing stop signs at this location. TSC wanted to relay to City Council that the traffic issue at this intersection is related to Jefferson School traffic twice a day for approximately 15 minutes and they do not believe that traffic on Buttonwillow Avenue should be affected for 23 hours and 45 minutes due to the small window of time from school traffic.
E Street and 15th Street
Staff investigated the intersection and completed an analysis of a stop sign installation pursuant to Section 28.06 "Stop Sign Applications" of the 2014 California Manual on Uniform Traffic Control Devices (MUTCD). Traffic Volume data was collected by Metro Traffic Data on Thursday, September 25, 2025 at the intersection of E Street and 15th Street. Based on the traffic data collected the minimum volumes required to warrant a stop was not met. Collision data for the intersection over the past three years was obtained from the police department and it was found that no accidents occurred at the intersection.
Based on the current existing conditions, stop sign installation is not warranted at this location. TSC did not approve installing a stop sign on E Street at this intersection. They stated that there is an existing stop sign within 22 feet of the proposed stop sign and that they did not see any conflicts that warranted the installation of a stop sign at this intersection.
Columbia Avenue and North Avenue
Staff investigated the intersection and completed an analysis of a multi-way stop pursuant to Section
28.07 "Multi-Way Stop Applications" of the 2014 California Manual on Uniform Traffic Control Devices (MUTCD). Traffic Volume data was collected by Metro Traffic Data on Thursday, May 22, 2025 at the intersection of North Avenue and Columbia Avenue. Based on the traffic data collected the minimum volumes required to warrant a multi-way stop was not met. Collision data for the intersection over the past three years was obtained from the police department and it was found that no accidents occurred at the intersection. Per MUTCD Section 28.07 five (5) or more crashes need to be reported in a 12- month period to warrant a multi-way stop and this was not met.
Based on the current existing conditions, a multi-way stop at this intersection is not warranted. TSC, however, did take into account the high pedestrian volume at this intersection and recommended that at stop sign be installed on Columbia Avenue to allow pedestrians to cross safely along Columbia from North Avenue. Since the stop sign is not warranted at the location, should Council agree with the recommendation of the TSC, then Staff will bring this item to the next City Council Meeting.
FISCAL IMPACT
The cost to install stop signs and pavement markings at an intersection is approximately $2,000 per location. Should Council direct staff to proceed with a public hearing and formal approval request to install stop signs, Staff will provide Council with the cost and funding source in a future staff report.
ATTACHMENTS
1. CA MUTCD Section 28.06 and 28.07
2. C Street and 10th Street - Traffic Counts and Stop Sign Installation Exhibit
3. Buttonwillow Avenue and Duff Avenue - Traffic Counts and Stop Sign Installation Exhibit
4. E Street and 15th Street - Traffic Counts and Stop Sign Installation Exhibit
5. Columbia Avenue and North Avenue - Traffic Counts and Stop Sign Installation Exhibit
Attachment 1
California MUTCD 2014 Edition Page 129
(FHWA's MUTCD 2009 Edition, including Revisions 1,2, &3, as amended for use in California) Support:
11 Caltrans will grant such permission only when an investigation indicates that the STOP (R1 -1) sign will benefit traffic.
Section 2B.06 STOP Sign Applications
Guidance:
01At intersections where afull stop is not necessary at all times, consideration should first be given to using less restrictive measures such as YIELD signs (see Sections 2B.08 and 2B.09). 02 The use of STOP signs on the minor-street approaches should be considered if engineering judgment indicates that a stop is always required because of one or more of the following conditions:
A. The vehicular traffic volumes on the through street or highway exceed 6,000 vehicles per day,· B. A restricted view exists that requires road users to stop in order to adequately observe coriflicting traffic on the through street or highway,· and/or
C. Crash records indicate that three or more crashes that are susceptible to correction by the installation of a STOP sign have been reported within a 12-month period, or that five or more such crashes have been reported within a 2-year period. Such crashes include right-angle collisions involving road users on the minor-street approach failing to yield the right-of-way to traffic on the through street or highway.
Support:
03 The use of STOP signs at grade crossings is described in Sections 8B.04 and 8B.05.
Section 2B.07 Multi-Way Stop Applications
Support:
01 Multi-way stop control can be useful as a safety measure at intersections if certain traffic conditions exist.
Safety concerns associated with multi-way stops include pedestrians, bicyclists, and all road users expecting other road users to stop. Multi-way stop control is used where the volume of traffic on the intersecting roads is approximately equal.
02 The restrictions on the use of STOP signs described in Section 2B.04 also apply to multi-way stop applications.
Guidance:
03 The decision to install multi-way stop control should be based on an engineering study. 04 The following criteria should be considered in the engineering study for a multi-way STOP sign installation:
A. Where traffic control signals are justified, the multi-way stop is an interim measure that can be installed quickly to control traffic while arrangements are being made for the installation of the traffic control signal.
B. Five or more reported crashes in a 12-month period that are susceptible to correction by a multi-way stop installation. Such crashes include right-turn and left-turn collisions as well as right-angle collisions.
C. Minimum volumes:
1. The vehicular volume entering the intersection from the major street approaches (total of both approaches) averages at least 300 vehicles per hour for any 8 hours of an average day; and
2. The combined vehicular, pedestrian, and bicycle volume entering the intersection from the minor street approaches (total of both approaches) averages at least 200 units per hour for the same 8 hours, with an average delay to minor-street vehicular traffic of at least 30 seconds per vehicle during the highest hour,· but
3. ff the 851h-percentile approach speed of the major-street traffic exceeds 40 mph, the minimum vehicular volume warrants are 70 percent of the values provided in Items 1 and 2.
D. Where no single criterion is satisfied, but where Criteria B, C.J, and C.2 are all satisfied to 80 percent of the minimum values. Criterion C.3 is excluded from this condition.
Option:
os Other criteria that may be considered in an engineering study include:
A. The need to control left-tum conflicts;
B. The need to control vehicle/pedestrian conflicts near locations that generate high pedestrian volumes; C. Locations where a road user, after stopping, cannot see conflicting traffic and is not able to negotiate the intersection unless conflicting cross traffic is also required to stop; and Chapter 2B - Regulatory Signs, Barricades, and Gates
Part 2 - Signs
November 7, 2014
I
California MUTCD 2014 Edition Page 130
(FHW A's MUTCD 2009 Edition, including Revisions 1,2, &3, as amended for use in California) D. An intersection of two residential neighborhood collector (through) streets of similar design and operating characteristics where multi-way stop control would improve traffic operational characteristics of the intersection.
Section 2B.08 YIELD Sign (Rl-2)
Standard:
01 The YIELD (Rl-2) sign (see Figure 2B-1) shall be a downward-pointing equilateral triangle with a wide red border and the legend YIELD in red on a white background.
Support:
02 The YIELD sign assigns right-of-way to traffic on certain approaches to an intersection. Vehicles controlled by a YIELD sign need to slow down to a speed that is reasonable for the existing conditions or stop when necessary to avoid interfering with conflicting traffic.
Section 2B.09 YIELD Sign Applications
Option:
01 YIELD signs may be installed:
A. On the approaches to a through street or highway where conditions are such that a full stop is not always required.
B. At the second crossroad of a divided highway, where the median width at the intersection is 30 feet or greater.
In this case, a STOP or YIELD sign may be installed at the entrance to the first roadway of a divided highway, and a YIELD sign may be installed at the entrance to the second roadway.
C. For a channelized tum lane that is separated from the adjacent travel lanes by an island, even if the adjacent lanes at the intersection are controlled by a highway traffic control signal or by a STOP sign.
D. At an intersection where a special problem exists and where engineering judgment indicates the problem to be susceptible to correction by the use of the YIELD sign.
E. Facing the entering roadway for a merge-type movement if engineering judgment indicates that control is needed because acceleration geometry and/or sight distance is not adequate for merging traffic operation.
Standard:
02 A YIELD (Rl-2) sign shall be used to assign right-of-way at the entrance to a roundabout. YIELD signs at roundabouts shall be used to control the approach roadways and shall not be used to control the circulatory roadway.
03 Other than for all of the approaches to a roundabout, YIELD signs shall not be placed on all of the approaches to an intersection.
Section 2B.10 STOP Sign or YIELD Sign Placement
Standard:
01 The STOP or YIELD sign shall be installed on the near side of the intersection on the right-hand side of the approach to which it applies. When the STOP or YIELD sign is installed at this required location and the sign visibility is restricted, a Stop Ahead sign (see Section 2C.36) shall be installed in advance of the STOP sign or a Yield Ahead sign (see Section 2C.36) shall be installed in advance of the YIELD sign. 02 The STOP or YIELD sign shall be located as close as practical to the intersection it regulates, while optimizing its visibility to the road user it is intended to regulate. 02a YIELD signs shall not be erected upon the approaches to more than one of the intersecting streets. Refer to eve I 21356.
03 STOP signs and YIELD signs shall not be mounted on the same post. 04 No items other than inventory stickers, sign installation dates, and bar codes shall be affixed to the fronts of STOP or YIELD signs, and the placement of these items shall be in the border of the sign. os No items other than official traffic control signs, inventory stickers, sign installation dates, antivandalism stickers, and bar codes shall be mounted on the backs of STOP or YIELD signs. 06 No items other than retroreflective strips (see Section 2A.21) or official traffic control signs shall be mounted on the fronts or backs of STOP or YIELD signs supports.
Chapter 2B - Regulatory Signs, Barricades, and Gates
Part 2 - Signs
November 7, 2014
Attachment 2
Metro Traffic Data Inc.
310 N. Irwin Street - Suite 20
Hanford , CA 93230
800-975-6938 Phone/Fax
www.metrotrafficdata.com
LOCATION ________ c_ st_,@"---10_th_S_t -------
COUNTY Fresno
-------------------
COLLECTION DATE ______ T_h_urs_ d_a~y,_S_ep_te_m_be_r_25_,_20_2_5 ____ _ Northbound Southbound
Time U-Tum Left Thru Rlaht Trucks U-Tum Left Thru
7:00 AM - 7:15 AM 0 0 3 0 0 0 0 0
7:15 AM - 7:30 AM 0 0 6 0 0 0 0 0
7:30 AM - 7:45 AM 0 7 4 3 0 0 0 4
7:45 AM - 8:00 AM 0 6 17 0 1 0 0 12
8:00 AM - 8:15 AM 0 1 6 0 0 0 0 7
8:15 AM - 8:30 AM 0 0 9 1 0 0 0 2
8:30 AM - 8:45 AM 0 0 13 2 0 0 1 3
8:45 AM - 9:00 AM 0 1 5 0 0 0 0 7
TOTAL 0 15 63 6 1 0 1 35
Northbound Southbound
Time U-Tum Left Thru Rlaht Trucks U-Turn Left "Fhru
4:00 PM - 4:15 PM 0 0 12 1 0 0 0 10
4:15 PM • 4:30 PM 0 1 4 0 0 0 0 7
4:30 PM - 4:45 PM 0 0 6 0 0 0 0 7
4:45 PM - 5:00 PM 0 2 8 1 0 0 0 8
5:00 PM - 5:15 PM 0 0 7 1 0 0 0 6
5:15 PM - 5:30 PM 0 0 7 1 0 0 0 11
5:30 PM - S:45 PM 0 1 9 1 0 0 0 3
5:4SPM • 8 :00 PM 0 0 14 0 0 0 0 8
TOTAL 0 4 67 5 0 0 0 60
Northbound Southbound
PEAK HOUR U-Tum Left lihru Rlaht Trucks U-Turn Left Thru 7:30 /IM - 8:30 /IM 0 14 36 4 1 0 0 25
4:00 PM - 5:00 PM 0 3 30 2 0 0 0 32
PHF Trucks
AM 0.586 4.2% PM
PM 0.814 0.0% AM
Rlahl
0 0
0 0
1 1
0 0
2 Rl11ht
0 1
0 0
0 1
0 0
2 Rlaht
2 1
2 PHF 0.75 0.778 +I 0 0
10th St 26 25
4 2
PM AM
PHF
0.587 0
0.673 0
LATITUDE
LONGITUDE
Turning Movement Report
Prepared For:
36.6002
------------------- -119.4478 -------------------
City of Reedley
1733 9th St
Reedley, CA 93654
WEATHER Clear
-------------------
Eastbound Westbound
Trucks U-Turn Left Thru Riaht Trucks U-Turn Left Thru Rlaht Trucks 0 0 0 1 1 0 0 0 0 0 0
0 0 0 2 0 1 0 1 1 0 0
0 0 0 6 0 0 0 3 2 0 1
0 0 0 6 2 0 0 9 9 0 0
1 0 0 5 0 1 0 5 1 1 2
0 0 1 8 0 0 0 1 2 1 0
0 0 0 5 0 0 0 0 0 0 0
0 0 0 4 0 1 0 0 0 0 0
1 0 1 37 3 3 0 19 15 2 3
Eastbound Westbound
Trucks U-Tum Left Thru Rl11ht T,rucks U-Turn Left Thru Right lirucks 0 0 0 6 0 0 0 1 5 0 0
0 0 0 8 2 0 0 1 3 0 0
0 0 0 6 1 0 0 0 3 0 0
0 0 0 6 1 0 0 1 2 0 0
0 0 0 5 3 0 0 2 4 0 0
0 0 0 2 0 0 0 0 5 0 0
0 0 0 7 0 0 0 3 4 0 0
0 0 0 7 0 0 0 0 2 0 0
0 0 0 47 7 0 0 8 28 0 0
Eastbound Westbound
Trucks U-Tum Left Thru Rlaht Trucks U-Tum Left Thru Rlqht Trucks 1 0 1 25 2 1 0 18 14 2 3
0 0 0 26 4 0 0 3 13 0 0
est PHF
32 0 0 0.825
25 0 0 0.563
l AM PM
@ 14 13
North 18 3 10th St
0 0
0.472 0.667 PHF
14 36 4 AM
3 30 2 PM
est
LOCATION
COUNTY
Metro Traffic Data Inc.
310 N. Irwin Street - Suite 20
Hanford, CA 93230
800-975-6938 Phone/Fax
www.metrotraffi cdata.com
C St @ 10th St
Fresno
COLLECTION DATE _ _ _ _ T_h_u_rs_da_.y""", _s .... ep_t_em_ be_r_2_5,_2_0_2_5 __ _ Northbound Bikes Southbound Bikes
Time Left Thru Ri ht Left Thru Ri ht
7:00 AM - 7:15 AM 0 0 0 0 0 0
7:15 AM - 7:30 AM 0 0 0 0 0 0
7:30 AM - 7:45 AM 0 0 0 0 0 0
7:45 AM - 8:00 AM 0 0 0 0 0
8:00 AM - 8:15 AM 0 0 0 0 0
8:15 AM - 8:30 AM 0 0 0
8:30 AM - 8:45 AM 0 0
8:45 AM - 9:00 AM
TOil"AL
Northbound Bikes
Time Left Thru Ri ht Thru
4:00 PM - 4:15 PM 0 0 0 1 0
4:15 PM -4:30 PM 0 1 0 1 0
4:30 PM - 4:45 PM 0 0 0 0 0
4:45 PM - 5:00 PM 0 0 0 1 0
5:00 PM - 5:1.5 PM 0 0 0
5:15PM-5:30 PM 0 0 0
5:30 PM -5:45 PM 0 0
5:45 PM - 6:00 PM 0 0
TOTAL 0
Northbound Bikes Southbound Bikes
PEAK HOUR Left Thru Ri ht Left Thru Ri ht
7:30 AM - 8:30 AM 0
4:00 PM - 5:00 PM 0
Bikes Peels
AM Peak Total 48 PM
I
0 PM Peak Total 18 AM 0
• +I "' 4 11 ~ c..
0 0 ~
10th St 0 0 ....
0 0 ,
PM AM
Peds<>,
35 0
10 0
I
Turning Movement Report
LATITUDE
LONGITUDE
Prepared For:
36.6002
-11 9.4478
City of Reedley
1733 9th St
Reedley, CA 93654
---------------- WEATHER Clear
----- -----------
Eastbound Bikes Westbound Bikes
Left Thru Ri ht Left Thru Ri ht
0 0 0 0 0 0
0 0 0 0 0 0
7 0 0 0 0 0
21 0 0 0 0
5 0 0 0 0
2 0 0 0 0
2 0 0 0 0
2 0 0 0 0 0
40 0 0 2 0 14
Eastbound Bikes Westbound Bikes
Left Thru Ri ht Left Thru Ri ht
0 0 0 0 0 0
0 0 0 0 0 0
0 0 0 0 0 0 1
0 0 0 1 0 0 0
0 0 0 1 0 0 1
0 0 0 0 0 0 0
0 0 0 0 0 0 0
0 0 0 0 0 0 0
13 0 0 2 0 5
Eastbound Bikes Westbound Bikes
Left Thru Ri ht Left Thru RI ht
35 0 0 11
10 0 4
C St Peds <>
0 I
0 I
3 I 0 0 0
• I+ AM PM
~ 0 0
@ ... 0 0 10th St
North
r 0 0
I\ t r V
2 "'
~ c..
0 0 AM
0 PM
C St Page 2 of 3
Metro Traffic Data Inc.
310 N. Irwin Street - Suite 20
Hanford, CA 93230
800-975-6938 Phone/Fax
www.metrotrafficdata.com
LOCATION ______ c _s_t .;a; @;._1_0_th_S_t ____ _
COUNTY Fresno
---------------
COLLECTION DATE ____ T_hu_rs_d_a.:...;y,_S_e"'-pt_e_m_be_r_2_5,'-2_0_25 __ _ Turning Movement Report
N/S STREET
E/W STREET
WEATHER
Prepared For:
CSt / CSt
--------------- 10th St / 10th St
---------------
Clear
---------------
City of Reedley
1733 9th St
Reedley, CA 93654
CYCLE TIME N/A CONTROL TYPE Uncontrolled ----- --------- - - --------------
COMMENTS
@
North
Metro]jaffic
~
Data Inc. -------------
STREET
Metro Traffic Data Inc.
31 0 N. Irwin Street - Suite 20
Hanford, CA 93230
800-975-6938 Phone/Fax
www.metrotrafficdata.com
est ---------------- SEGMENT North of 10th St
---------------- COLLECTION DATE ____ T_hu_rs_d_ay~•-S~ep_te_m_b_er_2_5,_2_02_5 ___ _
NUMBER OF LANES ----------------
Northbound
Hour 1st 2nd 3rd 4th
12:00AM 0 0 0 0
1:00AM 0 1 2 0
2:00AM 0 0 0 0
3:00AM 0 0 2 0
4:00AM 0 1 1 1
5:00AM 2 5 2 3
6:00AM 5 2 3 0
7:00AM 3 6 4 17
8:00AM 7 11 13 5
9:00AM 4 4 4 6
10:00AM 10 3 6 6
11:00AM 2 5 5 5
12:00 PM 6 5 8 4
1:00 PM 5 7 3 3
2.-00 PM 13 10 6 9
3:00PM 8 8 4 8
4:00PM 12 4 6 8
5:00PM 7 7 9 14
6:00 PM 8 5 10 9
7:00 PM 4 8 5 2
8:00PM 3 5 3 3
9:00 PM 3 2 2 1
10:00 PM 2 0 1 0
11:00 PM 0 0 1 0
Total 54.6%
AM% 36.2% AM Peak 75
PM% 63.8% PM Peak 77
0 ,t ,t ,t ,t ,t .c:,<:> ,,,c:,r::, .c:,<:> .C:,r::, .c:,<:> ._,'1,,· I).· <o · 'b· Total
0 3
0 2
3 12
10 30
36 18
25 17
23 18
38 28
30 37
32 19
14 8
3 1
407
746
LATITUDE
24 Hour Count Report
Prepared For: City of Reedley
1733 9th St
Reed ley, CA 93654
36.6002304
--------------- LONGITUDE -119.4477989
--------------- WEATHER Clear
---------------
Southbound
1st 2nd 3rd 4th Total
0 0 0 0 0
0 1 0 0 1
0 0 0 0 0
0 0 0 1 1
1 0 0 1 2
0 1 0 2 3
2 1 1 2 6
0 0 4 12 16
8 3 4 7 22
2 3 4 6 15
6 4 6 8 24
5 7 7 5 24
2 2 5 1 10
3 6 2 6 17
2 2 8 5 17
8 8 9 8 33
10 8 7 8 33
6 12 3 8 29
16 6 2 7 31
4 4 7 5 20
6 6 1 3 16
4 3 1 4 12
0 3 2 0 5
0 0 2
45.4% 339
7:45 am to 8:45 am AM P.H.F. 0.65
5:15 pm to 6:15 pm PM P.H.F. 0.80
,t q_~ q_~ q_~ q_~ q_~ q_~
.C:,c:, ,,,,c:,c:, .c:,<:> .c:,<:> rel .c:,<:> .C:,r::, .__c:,· '1,,· I).· '!,· ._,<:>·
nme Period
Metro
~
Traffic Data Inc. ------------
Metro Traffic Data Inc.
310 N. liwin Street - Suite 20
Hanford, CA 93230
800-975-6938 Phone/Fax
www.metrotrafficdata.com
STREET ________ c_s_t ______ _
SEGMENT South of 10th St
---------------- COLLECTION DATE ____ T_hu_rs_d.....: ay"-, _se ..... p_te_m_be_r_2-' 5,_2_02_5 ___ _ NUMBER OF LANES _______________ _
Northbound
Hour 1st 2nd 3rd 4th
12:00AM 0 0 0 0
1:00AM 0 1 2 0
2:00AM 0 0 0 0
3:00AM 0 0 2 0
4:00AM 1 1
5:00AM 2 6 3 3
6:00AM 5 3 3 0
7:00AM 3 6 14 23
8:00AM 7 10 15 6
9:00AM 5 5 5 6
10:00AM 11 3 8 7
11:00AM 3 6 8 8
12:00 PM 6 7 9 5
1:00 PM 7 7 3 5
2:00 PM 13 11 8 8
3:00PM 9 9 5 11
4:00 PM 13 5 6 11
5:00PM 8 8 11 14
6:00 PM 8 5 13 9
7:00 PM 3 10 5 2
8:00PM 3 6 3 3
9:00 PM 4 2 2 1
10:00 PM 2 1 1 1
11:00 PM 0 1 1 0
Total 53.2%
AM¾ 37.5% AM Peak 99
PM¾ 62.5% PM Peak 83
0 ,t ,t ,t ,t ,t _<;:, <;:, .<;:,<::> _r;:,<::> _r;:,<::> _<;:,<;:, ..,_'1,· '1,· t,.· <o· 'o·
LATITUDE
LONGITUDE
WEATHER
24 Hour Count Report
Prepared For: City of Reedley
1733 9th St
Reed ley, CA 93654
36.6002304
--------------- -119.4477989
--------------- Clear
---------------
Southbound
Total 1st 2nd 3rd 4th Total
0 0 0 0 0 0
3 0 1 0 0 1
0 0 0 0 0 0
2 0 0 0 1
4 1 0 0 2
14 0 1 0 3 4
11 2 2 1 6
46 1 7 23 32
38 12 3 3 7 25
21 3 2 4 6 15
29 5 4 8 10 27
25 7 8 9 7 31
27 4 2 5 2 13
22 7 7 5 8 27
40 6 3 8 11 28
34 13 11 11 12 47
35 11 10 8 10 39
41 11 11 6 8 36
35 16 6 3 7 32
20 3 4 7 5 19
15 5 6 1 3 15
9 4 2 1 4 11
5 0 4 3 0 7
2 0 1 1 0 2
478 46.8% 420
898
7:30 am to 8:30 am AM P.H.F. 0.54
3:15 pm to 4:15 pm PM P.H.F. 0.86
,t q~ q~ q~ q~ q~ q~ _<;:,<;:, .<;:,<::> .<;:,<::> _r;:,<::> _r;:,<::> .<;:,<::> _<;:,<;:, ..,_<::>· ..,_'1,· '1,· !>· <o· 'o· ..,_<::>·
Ti me Period
Metro]affic
~
Data Inc. -------------
STREET
Metro Traffic Data Inc.
310 N. liwin Street - Suite 20
Hanford, CA 93230
800-975-6938 Phone/Fax
www.metrotrafficdata .com
10th St
---------------- SEGMENT East of C St
---------------- COLLECTION DATE ____ T_hu_rs_d-'ay'--, _Se"""p_te_m_b_er_2_5,_2_02_5 ___ _
NUMBER OF LANES ----------------
Eastbound
Hour 1st 2nd 3rd 4th
12:00AM 0 0 0 0
1:00AM 0 1 0 0
2:00AM 0 0 0 0
3:00AM 0 1 0 0
4:00AM 0 0 0
5:00AM 0 2 0 2
6:00AM 0 3 1 0
7~00AM 1 2 9 6
8:00AM 5 9 8 4
9:00AM 11 3 4 3
10:00AM 3 3 7 4
11:00AM 2 4 2 6
12:00 PM 7 9 3 5
1:00PM 7 1 5 11
2:00 PM 6 5 9 2
3:00PM 10 14 7 11
4:00PM 7 8 6 7
5:00PM 6 3 8 7
6:00 PM 3 3 5 5
7:00PM 2 7 1 4
8:00 PM 6 2 3 1
9:00PM 0 2 2 0
10:00 PM 0 0 0 1
11:00 PM 1 0 0 0
Total 65.2%
AM¾ 34.6% AM Peak 63
PM¾ 65.4% PM Peak 61
0 -I' -I' -I' -I' -I' .,P .<:::i<:::i '>-<:::i<:::i .<:::i<:::i .<:::i<:::i ..._'\, '\, <o· 'b·
LATITUDE
24 Hour Count Report
Prepared For: City of Reedl ey
1733 9th St
Reedley, CA 93654
36 .6002304
LONGITUDE ______ -1_19_.4_4_77_9_89 _____ _
WEATHER Clear
---------------
Westbound
Total 1st 2nd 3rd 4th Total
0 0 0 0 0 0
1 0 0 0 0 0
0 0 0 0 0 0
1 0 0 0 1
1 0 2 0 3
4 0 0 0 3 3
4 1 1 0 0 2
18 0 2 5 18 25
26 7 4 0 0 11
21 3 0 1 5
17 0 1 2 1 4
14 3 2 1 2 8
24 2 1 6 1 10
24 1 2 1 1 5
22 6 4 3 1 14
42 10 2 6 1 19
28 6 4 3 3 16
24 6 5 7 2 20
16 5 3 3 1 12
14 2 0 0 2 4
12 1 0 0 0 1
4 2 0 4
1 0 2 0 3
1 0 0 0 0 0
319 34.8% 170
489
7:30 am to 8:30 am AM P.H.F. 0.66
3:00 pm to 4:00 pm PM P.H.F. 0.76
-I' q~ q~ q~ q~ q~ q~ .<:::i<:::i .<:::i<:::i .<:::i<:::i .<:::i<:::i .<:::i<:::i .<:::i<:::i .<:::i<:::i ..._<:::i· ..._'l,· '\,· t,.· <o· 'b· ..._<:::i·
Time Period
Metro Traffic Data Inc.
310 N. Irwin Street - Suite 20
Hanford, CA 93230
800-975-6938 Phone/Fax
www.metrotrafficdata.com
STREET _______ 1_o_th_S_t ______ _
SEGMENT West of C St
---------------- COLLECTION DATE ____ T_hu_rs_d....: ay"-, _Se--'-p_te_m_b_er_2....: 5,_2_02_5 ___ _
NUMBER OF LANES ----------------
Eastbound
Hour 1st 2nd 3rd 4th
12:00AM 0 0 0 0
1:00AM 0 1 0 0
2:00AM 0 0 0 0
3:00AM 0 1 0 0
4:00AM 0 0 1 0
5:00AM 0 1 0 2
6:00AM 1 4 0
7:00AM 2 2 6 8
8:00AM 5 9 5 4
9:00AM 11 1 4 3
10:00AM 2 3 9 6
11:00AM 3 4 2 8
12:00 PM 9 8 1 6
1:00 PM 9 2 7 12
2:00 PM 7 5 9 8
3:00 PM 11 17 8 13
4:00PM 6 10 7 7
5:00 PM 8 2 7 7
6:00 PM 3 3 6 5
7:00 PM 3 6 1 4
8:00PM 6 1 3 1
9:00 PM 0 2 2 0
10:00 PM 0 0 0 0
11:00 PM 1 0 0 0
Total 65.1%
AM¾ 34.3% AM Peak 58
PM¾ 65.7% PM Peak 67
0 -t -t -t -t -t _<::,<::, .<::,<::, _<::,<::, ,l <::,<::, ...,'V 'l,· b,· <o·
Total
0 1
0 1
1 3
6 18
23 19
20 17
24 30
29 49
30 24
17 14
11 4
0 1
342
525
24 Hour Count Report
Prepared For: City of Reedley
1733 9th St
Reedley, CA 93654
LATITUDE ______ 3_6._60_0_23_0_4 _____ _
LONGITUDE -119.44 77989
--------------- WEATHER Clear
---------------
Westbound
1st 2nd 3rd 4th Total
0 0 0 0 0
0 0 0 0 0
0 0 0 0 0
0 1 0 0 1
2 0 2 0 4
0 0 1 2 3
2 2 0 1 5
0 1 9 15 25
3 3 0 1 7
3 0 2 1 6
1 1 4 2 8
3 2 2 5 12
2 2 5 2 11
1 2 0 2 5
3 4 5 0 12
7 3 6 2 18
5 5 3 4 17
4 6 5 2 17
5 3 6 1 15
3 1 0 2 6
2 0 0 0 2
2 2 2 0 6
0 1 1 0 2
0 0 0 1
34.9% 183
7:30 am to 8:30 am AM P.H.F. 0.63
3:00 pm to 4:00 pm PM P.H.F. 0.84
-t q~ q~ q~ q~ q~ q~ .<::,<::, S)<::, _<::,<::, .<::,<::, "'l .<::,<::, _<::,<::, ...,r:::,· ...,ri,· 'l,· b,· <o · ...,r:::, •
nme Period
Metro Traffic Data Inc.
310 N. lrn-in Stree t - Sui!e 20
Hanford, CA93230
800-975-6938 Phone/Fax
www.melr()(rafficdala.com
LOCATION _______ ~C~S~t@~ l~0l_h S~• -------
COUNTY _______ __;Fc..cre::.::sc.cno:..._ ______ _
COLLECTION OATE ______ Th_u.s_ d~ay~, S~ep_te_mo_e r_2S~, 2_02_s _____ _ Left Thru Ria ht Trucks Left Thru Right Trucks U-Tum
12:00 AM to 12:rlS AM
12:15 AM to ~2:30 AM
12:30 AM to 12:45 AM
12:45AM to 1:00AM
1:00 AM to 1:15 AM
1:15 AM to 1:30 AM
1:30 AM to 1:'5 AM
1:45 AM to 2:00 AM
2:00 AM to 2:15 AM
2:15 AM to 2:30 AM
2:30 AM to 2:45 AM
2:45 AM to 3:00 AM
3:00 AM to 3:15 AM
3:15 AM to 3:30 AM
3:30 AM to 3:45 AM
3:45 AM to 4:00 AM
,ioo AM to 4:15 AM
4:15 AM to 4:30 AM
4:30AM to 4:45AM
4:45 AM to 5:00 AM
5:00 AM to 5:15 AM
5:15AM to 5:30AM
5:30AM to 5:45AM
5:<UI AM to 8:00 AM
8:00 AM to 1:15 AM
1:15 AM to 8:30 AM
1:30AM to 8:<UIAM
8:<UIAM to 7:00AM
7:00 AM to 7:15 AM
7:15 AM to 7:30 AM
7:30 AM to 7:45 AM
7:45 AM to 8:00 AM
8:00 AM to 8:15 AM
8:15AM to 8:30AM
8:30 AM to 8:45 AM
8:45 AM to 11:00 AM
9:00 AM to 11:15 AM
11:15AM to 9:30AM
9:30 AM to 9:45 AM
9:45 AM to 10:00 AM
10:00 All '1> 10:15 AM
10:15 All '1> 10:30 AM
10:30 All '1> 10:45 AM
10:45 All '1> 11:00 All
11:00AII '1> 11:15AM
11 :15AII '1> 11:30AM
11 :30 All ID 11:45 AM
11 :45 All to 12:00 PM
12:00 PM 1D 12:15 PM
12:15PM to 12:301!M
12:30PM to 12:<UIPM
12:45 PM to 1:00 Pit
1:00PII 1D 1:15PII
1:15PM 1D 1:30PII
1:30PM '1> 1:45PM
1:45 PM to 2:00 PM
2:00 PII to Z:15 PM
2:15 PM 1D Z:30 PII 10
2:30PM to 2:45 PII 6
2:<UIPM to 3:00PM 8
3:00 PM 1D 3:15 PII
3:15 PII 1D 3:30 PII
3:30 Pit 1D 3:45 PII
3:45 Pit ID ~:00 PM
4:00 Pit to 14:15 PM 10
4:15PM ID 4:30PII
4:30PM ID 4:<UIPII
4:45 Pit ID 5:00 PII
5:00PM ID 5:15PM
5:15 Pit to 5:30 PM
5:30 PM ID 5:45 PM
5:45 PM to 8:00 PM
8:00 PM to 6:15 PM
8:15PM to 16:30PM
8:30 PM to :45 PM
8:45PM to :OOPM
7:00 PM to :15 PM
7:15 PM to 7:30 PM
7:30 PM to 7:45 PM
7:45 PM to 8:00 PM
8:00 PM ID 8:15 PM
8:15 PM to 8:30 PM
8:30 PM ID 8:45 PM
8:45 PM to 9:00 PM
9:00 PM to 9:15 PM
9:15 PM to 9:30 PM
9:30 PM to 9:45 PM
9:45 PM to 10:00 PM
10:00 PM to 10:15 PM
10:15 PM to 10:30 PM
10:45 PM to 11:00 PM
Eastbound
Left Thru Right
0 0
Turning Movement Report
(Vehicles)
Prepared For.
LATITUDE
LONGITUDE
WEATHER
36.6002
-119..-!478
Clear
City of Reedley
1733 9!h St
Reedley, CA93654
Westbound TOTALS Truck
Trucks U-Tum Loft Thru Right Trucks Vehicles I',
0 0'/.
0%
0•1.
0•1.
0%
0%
0%
0%
0•1.
0%
0°/,
0'/4
3%
2'/,
0%
6%
0%
0'/o
s•;.
0%
19 0%
18 0•1.
0%
13 0%
20 0%
0•1.
4'/o
4%
22 5%
28 0%
0%
0%
6'/,
28 0%
33 0%
0"/o
0'/,
0%
27 28
0'lo
0'I,
0•1.
22 0•1,
12 0%
0%
0%
0%
0•1.
0'I,
0%
0%
0•1,
0•1,
0%
0%
0%
0%
11:00 PMI to 111:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 0 0 0 0 0 11:15 PMI to '111 :30 PM 0 1 0 0 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 11::io PMI to ln1,45 PM 0 0 1 0 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0•1. 11:45 PMI to 112:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 DAILY TOTALS 1 53 397 27 3 0 7 324 8 4 0 7 285 50 6 0 45 122 3 6 1329 1o/, PEAK HOUR U•Tum Laft Thru R!ght Thru Right Trucks U-Turn Loft Thru Right Trucks U-Tum Laft. Right Truck.I 14 36 4 25 2 1 25 2 18 14
3:00 PM to 4:00 PM 26 4 33 38 14
Time
12:00AM to
12:15AM to
12:30AM lo
12:45AM to
1:00AM to
1:15AM to
1:30AM to
1:45AM to
2:00AM to
2:15AM to
2:30AM to
2:45AM to
3:00AM to
3:15AM to
3:30AM to
3:45AM to
4:00AM to
4:15AM to
4:30AM to
4:45AM to
5:00AM to
5:15AM to
5:30AM to
5:45AM to
6:00AM to
6:15AM to
6:30AM to
6:45AM to
7:00AM to
7:15AM to
7:30AM to
7:45AM to
8:00AM to
8:15AM to
8:30AM to
8:45AM to
9:00AM to
9:15AM to
9:30AM to
9:45AM to
10:00AM to
10:15AM to
10:30AM to
10:45AM to
11 :00AM to
11 :15AM to
11 :30AM to
11 :45AM to
12:00PM to
12:15PM to
12:30PM to
12:45PM to
1:00PM to
1:15PM to
1:30PM to
1:45PM to
2:00PM to
2:15PM to
2:30 PM to
2:45PM to
3:00 PM to
3:15PM to
3:30 PM to
3:45PM lo
4:00 PM to
4:15PM to
4:30 PM to
4:45PM to
5:00 PM to
5:15PM to
5:30 PM to
5:45PM to
6:00 PM to
Metro Traffic Data Inc.
310 N. liwin Slreel - Suile 20
Hanford, CA 93230
800-975-6938 Phone/Fax
www. metrotrafficdata.com
LOCATION _______ C_S_t~@~10_th_St ______ _
COUNTY ________ F_re_s_n_o _______ _
COLLECTION DATE _____ T_hu_r_sd_a_,_y'-, S_e_,_p_te_m_b_er_2_5-'--, _20_2_5 ___ _ Northbound Bicycles Southbound Bicycles Eastbound Bicycles Left Thru Right Left Thru Right Left Thru Right
12:15AM o o 0 o o o o o o
12:30AM o o o o o o o o o
12:45AM o o o o o o o o o
1:00AM o o o o o o o o o
1:15AM o o o o o o o o o
1:30AM o o o o o o o o o
1:45AM o o o o o o o o o
2:00AM o o o o o o o o o
2:15AM o o o o o o o o o
2:30AM o o 0 o o o o o o
2:45AM o o o o o o o o o
3:00AM o o o o o o o o o
3:15AM o o o o o o o o o
3:30AM o o o o o o o o o
3:45AM o o o o o o o o o
4:00AM o o o o o o o o o
4:15AM o o o o o o o o o
4:30AM o o o o o o o o o
4:45AM o o o o o o o o o
5:00AM o o 0 o o o o o o
5:15AM o o o o o o o o o
5:30AM o o o o o o o o o
5:45AM o o o o o o o o o
6:00AM o 0 o o o o o o o
6:15AM o o o o o o o o o
6:30AM o o o o o o o o o
6:45AM o o o o o o o o o
7:00AM o o o o o o o o o
7:15AM o o o o o o o o o
7:30AM o o o o o o o o o
7:45AM 0 o o o o o o o o
8:00 AM o o o o o o o o o
8:15AM o o o o o o o o o
8:30AM o o o o o o 0 o o
8:45AM o o o o o o o o o
9:00AM o o o o o o o o o
9:15AM o o o o o o o o o
9:30AM o o o o o o o o o
9:45AM 1 o o o o o o o o
10:00AM o o o 0 o o o o o
10:15AM o o 1 o o o o o o
10:30AM o o o o o o o o o
10:45AM o o o o o o o o o
11:00AM o o o o o o o o o
11:15AM o o o o o o o o o
11:30AM o o o o o o o o o
11:45AM o o o o o o o o o
12:00PM o o o o o o o o o
12:15PM o 0 o o o o o o o
~2:30 PM o o o o o o o o o
12:45PM o o o o o o o o o
1:00PM o o o o o o o o o
1:15PM o o o o 0 0 o 1 o
1:30PM o o o o o o o o o
1:45PM o o o o o o o o o
2:00 PM o o o o o o o o o
2:15PM o o o o o o o o o
2:30PM o o o o o o o o o
2:45PM o o o o o o o o o
3:00PM o o o o 0 o o o o
3:15PM o o o o o o o o o
3:30 PM o o o o o o o o o
3:45PM o o o o o o o o o
4:00 PM o o o o o o o o o
4:15PM o o o o 0 o o o o
4:30PM o 1 o o o o o o o
4:45 PM o o o o o o o o o
5:00 PM o o o o o o o o o
5:15PM 0 o o 0 o o o o o
5:30 PM o o o o o o o o o
5:45PM o 0 o o o o o o o
6:00 PM o o o o o o o o o
6:15PM o o 1 o o o o o o
Turning Movement Report
(Bicycles & Pedestrians)
Prepared For:
LATITUDE
LONGITUDE
36.6002304
City of Reedley
1733 9Ih St
Reedley, CA 93654
----------------
-119.4477989
- - ----------- ---
WEATHER ________ c_1e_a_r ______ _
Westbound Bicycles Pedestrians Each Leg TOTALS
Left Thru Right South Leg North Leg West Leg East Leg Bicycles Pedestrians 0 o o o o o o 0 0
o o o o o o o 0 0
o o o o o o o 0 o
o o o o o o o 0 0
o o o o o o o 0 0
o o o o o o o 0 0
o o o o o o o 0 0
o o o o o o o 0 0
o o o o o o o 0 0
o o o o o o o 0 o
o o o o o o o 0 0
o o o o o o o 0 0
o o o o o o o 0 0
o o o o o o o 0 0
o o o o o o o 0 0
o o o o o o o 0 o
o o o o o o o 0 0
o o o o o o o 0 0
o o o o o o o 0 0
o o o o o o o 0 0
o o o o o o o 0 0
o o o o o o o 0 0
o o o o 5 o o 0 5
o o o o 3 o o 0 3
o o o o o o o 0 0
o o o o o o o 0 o
o o o o o o o 0 0
o o o 1 o o o 0 1
o o o o o o o 0 0
o o o 1 o 3 o 0 4
o o o 7 o 5 1 0 13
o o o 21 o 6 1 0 28
o o o 5 o o o 0 5
o o o 2 o o o 0 2
o o o 2 o o o 0 2
o o o 2 o o o 0 2
o o o o o 1 o 0 1
o 1 o 1 2 o o 1 3
o o o o o o o 1 o
o o o o o o o 0 0
o o o o o o o 1 0
o o o o o o o 0 0
o o o o o o o 0 0
o o o 1 o o o 0 1
o o o 2 o o o 0 2
o o o o 1 o o 0 1
o o o 4 1 o o 0 5
o o o o o o o 0 0
o o o o o o 0 0 0
o o o o o o o 0 0
o o o o o o o 0 o
o o o o o o o 0 0
1 o o 3 o o o 2 J
o o o o o o o 0 0
o o o 2 o o o 0 2
o o o 1 o o o 0 1
o o o 1 1 o o 0 2
o o o o o o o 0 0
o o o o o o o 0 0
o o o 1 3 1 o 0 5
o o o 3 3 o o 0 6
o o o 1 4 4 2 0 11
o o o 2 1 o o 0 J
o o o 1 2 o o 0 J
o o o 8 1 3 o 0 12
o o o o 1 o o 1 1
o o o o o 1 o 0 1
o o o 2 1 o 1 0 4
o o o 1 o 1 1 0 J
o o o 2 o o o 0 2
o o o o o o o 0 0
o o o o o o o 0 o
o o o o o o o 1 0
6:15PM to 6:30 PM 0 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 1 0
6:30 PM ID 6:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
6:45PM ID 7:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
l :00 PM to 7:15 PM 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 7:15PM to 7:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
7:30 PM to 7:45 ,PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 7:45PM ID 8:00rPM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
8:00PM ID 8:15PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
8:15PM ID 8:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
8:30PM ID 8:45PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
8:45PM ID 9:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
9:00PM ID 9:15PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
9:15PM ID 9:30PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
9:30 PM ID 9:45PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
9:45PM ID 10:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
10:00PM to 10:15PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
10:15PM ID 10:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 ~0:30 PM to ~0:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 10:45 PM to ~1:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 11 :00PM ID 11:15PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 11:15PM ID 11:30PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
11 :30PM ID 11:45PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 11 :45PM to 12:00AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 DAILY TOTALS 1 2 2 0 1 0 0 1 0 1 1 0 77 29 25 6 9 137
Northbound Bicycles Southbound Bicycles Eastbound Bicycles Westbound Bicycles Pedestrians in each Crosswalk TOTALS I PEAKl:IOUR Left I Thru I Right Left I Thru I Right Left I Thru I Right Left I Thru I Right North ON I South ON I East ON I West ON Bicycles IPedestriansl I 7:30 AMI to IB:30 AM 0 I 0 I 0 0 I 0 I 0 0 I 0 I 0 0 I 0 I 0 35 I 0 I 11 I 2 o I 48 I 3:00 PMI to 14:00 PM 0 I 0 I 0 0 I 0 I 0 0 I 0 I 0 0 I 0 I 0 7 I 10 I 4 I 2 I 23
SYMBOLS
(I NEW STOP SIGN AND POST
INSTALL STOP SIGN (R1 - 1) PER
LATEST EDITION OF CA-MUTCD
EXHIBIT "A"
NOTES:
1. INSTALL REGULA TORY SIGN WITH STREET NAME PER
CITY STANDARD PLAN ST-44 AND ST-45.
2. INSTALL 12" WIDE STOP BAR IN WHITE.
3. INSTALL PAVEMENT MARKINGS "STOP" IN WHITE PER
FEDERAL STANDARDS AS SHOWN ON PLAN.
PREPARED BY: DIAGRAM OF
CITY OF REEDLEY 10TH AND C STREET STOP SIGN INSTALLATION
ENGINEERING DEPARTMENT
1733 9th STREET
REEDLEY, CA 93654
DATE:
FEB. 10, 2022
SCALE
1" = 60'
Phone: (559)637-4200, ext. 295
Fax: (559)637-2139
DRAWN BY:
MM SHEET NO. 1 OF 1
Attachment 3
Metro Traffic Data Inc.
310 N. Irwin Street - Suite 20
Hanford, CA 93230
800-975-6938 Phone/Fax
www.metrotrafficdata.com
LOCATION ______ Bu_tt_on_w_ill_ow_ A_v_e-"@'--D_u_ff_Av_e _____ _ COUNTY Fresno -------------------
COLLECTION DATE ______ T_h_urs_ d_a.:..:. y,_S-"ep_te_m_be_r_25...:., _20_2_5 ____ _ Northbound Southbound
Time U-liurn Left Thru Rlaht Trucks U-Turn Left Thru
7:00 AM - 7:15 AM 0 2 51 0 3 0 0 48
7:15 AM - 7:30 AM 0 9 62 0 3 0 0 62
7:30 AM - 7:45 AM 0 12 77 0 1 0 0 85
7:45 AM - 8:00 AM 0 12 89 0 2 0 0 99
8:00 AM - 8:15 AM 0 0 71 0 2 0 0 77
8:15 AM - 8:30 AM 0 5 51 0 3 0 0 66
8:30 AM - 8:45 AM 0 2 56 0 3 0 0 51
8:45 AM - 9:00 AM 0 3 69 0 1 0 0 55
TOTAL 0 45 526 0 18 0 0 543
Northbound Southbound
Time U-Turn Left Thru Rlaht Trucks U-Turn Left Thru
4:00 PM - 4:15 PM 0 3 100 0 1 0 0 93
4:15 PM - 4:30 PM 0 7 83 1 1 0 0 108
4:30 PM - 4:45 PM' 0 2 115 1 3 0 0 101
4:45 PM - 5:00 PM 0 7 100 0 1 0 0 95
5:00 PM - 5:15 PM 0 9 86 0 1 0 1 96
5:1S"PM - 5:30 PM 0 9 105 0 0 0 0 96
5:30 PM - 5:45 PM 0 8 94 1 2 0 0 102
5:45 PM - 8:00 PM 0 4 88 0 1 0 0 107
TOTAL 0 49 771 3 10 0 1 798
Northbound Southbound
PEAK HOUR U-Turn Left Thru Rlaht Trucks U-Turn Left Thru 7:15 AM - 8:15 AM 0 33 299 0 8 0 0 323
4:30 PM - 5:30 PM 0 27 406 1 5 0 1 388
PHF Trucks
AM 0.818 3.1% PM
PM 0.961 1.5% AM
Rlaht
5 8
26 27
11 3
5 7
92 Rlaht
7 4
8 7
7 9
10 2
54 Rlaht I
72 31
31 72
PHF 0.7 0.69 +I 0
24 44
Duff Ave 0
31 36
PM AM
PHF
0.822 0
0.919 0
LATITUDE
Turning Movement Report
Prepared For:
36.5933
City of Reedley
1733 9th St
Reedley, CA 93654
------------------- LONGITUDE -119.4309 ------------------- WEATHER Clear
-------------------
Eastbound Westbound
Trucks U-Turn Left Thru Rlaht Trucks U-Turn Left Thru Rlaht Trucks 1 0 4 0 4 1 0 0 0 0 0
1 0 9 0 4 0 0 0 0 0 0
3 0 20 0 9 0 0 0 0 1 0
5 0 10 0 10 2 0 0 0 0 0
4 0 5 0 13 2 0 0 0 0 0
6 0 7 0 10 7 0 0 0 0 0
2 0 6 0 1 1 0 0 0 0 0
3 0 6 0 3 0 0 0 0 0 0
25 0 67 0 54 13 0 0 0 1 0
Eastbound Westbound
Trucks U-Turn Left Thru Rlaht Trucks U-Turn Left Thru Rh1ht Trucks 7 0 9 1 7 1 0 0 0 0 0
2 0 12 0 6 0 0 2 0 0 0
2 0 1 0 7 1 0 0 0 0 0
1 0 6 0 14 1 0 0 0 0 0
2 0 7 0 3 0 0 0 0 1 0
2 0 10 1 7 0 0 0 0 0 0
1 0 5 0 8 1 0 0 0 0 0
2 0 7 0 4 0 0 0 0 0 0
19 0 57 2 56 4 0 2 0 1 0
Eastbound Westbound
Trucks ,U-Turn Left Thru Rlaht lirucks U-Turn Left Thru Rlaht Trucks 13 0 44 0 36 4 0 0 0 1 0
7 0 24 1 31 2 0 0 0 1 0
Buttonwillow Ave PHF
388 0.963
323 0 0 0.784
l I+ AM PM
@ 0 0
North 0 0 Driveway
0 0.25 0.25 PHF
33 299 AM
27 406 PM
Buttonwillow Ave
Metro Traffic Data Inc.
310 N. Irwin Street - Suite 20
Hanford, CA 93230
Turning Movement Report
LOCATION
COUNTY
800-975-6938 Phone/Fax
www .m etrotrafficdata. com
Buttonwillow Ave @ Duff Ave
Fresno
----------------
LATITUDE
LONGITUDE
COLLECTION DATE ____ T_h_u_rs_da--'y-'-, _S--' ep_t_em_b_e_r_2_5,'-2_0_2_5 __ _ WEATHER Northbound Bikes Southbound Bikes Eastbound Bikes
Time Left Thru Ri ht Left Thru Ri
7:00 AM - 7:15 AM 0 0 0 0 0 0
7:15 AM- 7:30 AM 0 0 0 0 0 0 0 0 0
7:30 AM - 7:45 AM 0 0 0 0 0 0 0 0 0
7:45 AM - 8:00 AM 0 0 0 0 0 0 0 0
8:00 AM - 8:15 AM 0 0 0 0 0 0
8:15 AM - 8:30 AM 0 0 0 0 0 0
8:30 AM - 8:45 AM 0 0 0 0 0 0
8:45 AM - 9:00 AM 0 0 0 0
TOTAL 0 0 0 0
Northbound Bikes Southbound Bikes Eastbound Bikes
Time Left Thru Ri ht Left Thru RI ht
4:00 PM - 4:15 PM 0 0 0 0 0 0
4:15 PM-4:30 PM 0 0 0 0 0 0 0 0 0
4:30 PM -4:45 PM 0 0 0 1 0 0 0
4:45 PM - 5:00 JtM 0 0 0 0 0 0 0
5:00 PM - 5:15 PM 1 0 0 0 0 0 0
5:15 PM - 5:30 PM 0 0 0 0
5:30 PM - 5:45 PM 0 0 0 0
5:45 PM - 6:00 PM 0 0 0 0
TOTAL 0 0
Northbound Bikes Southbound Bikes Eastbound Bikes
PEAK HOUR Left Thru Ri ht Left Thru Ri
7:15 AM - 8:15 AM 0 0
4:30 PM - 5:30 PM 2 0 0
Buttonwillow Ave Bikes Peds Peds <>
AM Peak T,otal
PM Peak Total 4
AM
0 Duff Ave 0 0 ..... @ ...
North
0 0 , r
PM AM
Peds<>, t r
0 0
I
0 I
0 I
0 I
0 I
AM
0 0 0 PM
Buttonwillow Ave
Prepared For:
36.5933
-11 9.4309
Clear
0 0
0 0
1 2
0 0
0 PM
0 0
0 I\
V
0 "O "'
Cl)
a.
City of Reedley
1733 9th St
Reed ley, CA 93654
Westbound Bikes
Left Thru Ri ht
0 0 0
0 0 0
0 0 0
0 0
0 0
0 0 2
0 0
0 0
0 3
Westbound Bikes
Left Thru Ri ht
0 0 0
0 0 0
0 0
0 0 0 0
0 0 0
0 0 0
0 0 0
Westbound Bikes
Left Thru Ri ht
0 0
Driveway
Metro]affic
~
Data Inc. -------------
Metro Traffic Data Inc.
310 N. Irwin Street - Suite 20
Hanford, CA 93230
800-975-6938 Phone/Fax
www.metrotrafficdata.com
LOCATION ____ B_ut_to_n_w_ill_ow_ A_ve----=@'-D_u_ff_A_v_e ___ _ COUNTY Fresno
----------------
COLLECTION DATE ____ T_h_u_rs_da~y_, _S_ep_t_em_ be_r_2_5_, 2_0_2_5 __ _
CYCLE TIME N/A
----------------
-<
Turning Movement Report
Prepared For:
N/S STREET Buttonwillow Ave / Buttonwillow Ave
---------------- E/W STREET / Duff Ave
---------------- WEATHER ________ C_le_a_r ______ _
CONTROLTYPE ______ o_n_e_-W----' ay'""S_t_o'-p _____ _
COMMENTS
@
North
City of Reedley
1733 9th St
Reedley, CA 93654
Metro
~
]attic Data Inc. -----------
STREET
Metro Traffic Data Inc.
310 N. Irwin Street - Suite 20
Hanford, CA 93230
800-975-6938 Phone/Fax
www.metrotrafficdata.com
Buttonwillow Ave
---------------- SEGMENT North of Duff Ave
---------------- COLLECTION DATE ____ T_hu_rs_d~ay_, _se_p_te_m_be_r_2_5,_2_02_5 ___ _
NUMBER OF LANES ----------------
Northbound
Hour 1st 2nd 3rd 4th
12:00 AM 12 7 4 6
1:00AM 5 2 4 3
2:00AM 2 0 2 2
3:00AM 5 2 2 6
4:00AM 3 6 12 13
5:00AM 12 27 33 42
6:00AM 46 47 45 44
7:00AM 55 71 98 99
8:00AM 76 58 62 75
9:00AM 55 66 50 62
10:00 AM 67 61 73 69
11:00AM 82 68 64 79
12:00 PM 81 86 74 79
1:00 PM 97 83 79 85
2:00PM 105 105 96 103
3:00PM 112 92 115 92
4:00PM 109 95 116 106
5:00PM 94 115 99 95
6:00PM 104 99 89 87
7:00PM 101 83 84 65
8:00PM 52 61 53 50
9:00PM 35 27 28 39
10:00 PM 28 27 20 29
11:00 PM 25 20 9 12
Total 49.1%
AM% 35.2% AM Peak 739
PM% 64.8% PM Peak 873
0 .p .p .p .p .p .,P ,,,\)\) 1::,,.\)\) .\)\) .\)\)
..,_'1, 'o· <o ·
LATITUDE
LONGITUDE
WEATHER
24 Hour Count Report
Prepared For: City of Reedley
1733 9th St
Reedley, CA 93654
36.5932602
--------------- -119.4309353
--------------- Clear
---------------
Southbound
Total 1st 2nd 3rd 4th Total
29 7 2 2 6 17
14 3 2 1 4 10
6 4 3 0 5 12
15 10 4 6 1 21
34 7 13 22 26 68
114 41 43 54 71 209
182 61 54 60 81 256
323 53 70 111 126 360
271 88 69 56 62 275
233 48 59 63 66 236
270 65 65 67 77 274
293 72 67 83 75 297
320 93 75 68 80 316
344 58 86 88 85 317
409 87 98 100 96 381
411 97 117 129 119 462
426 100 112 109 102 423
403 104 105 112 109 430
379 115 89 92 87 383
333 72 80 63 62 277
216 68 55 51 31 205
129 44 35 36 41 156
104 33 25 22 11 91
66 18 8 13 14 53
5324 50.9% 5529
10853
7:15 am to 8:15 am AM P.H.F. 0.82
3:15 pm to 4:15 pm PM P.H.F. 0.89
.p q_~ q_~ q_~ q_~ q_~ q_~
.\)\) .\)\) .\)\) .\)\) .\)\) .\)\) .\)\)
..,_()· ..,_'1,· <'\, I). · 'o· <o · ..,_()·
nme Period
STREET
SEGMENT
Metro Traffic Data Inc.
310 N. Irwin Street - Su ite 20
Hanford, CA 93230
800-975-6938 Phone/Fax
www.metrotrafficdata.com
Buttonwillow Ave
---------------- South of Duff Ave
---------------- COLLECTION DATE ____ T_hu_rs_d~ay_, _Se~p_te_m_b_er_2_5,_2_02_5 ___ _
NUMBER OF LANES ----------------
Northbound
Hour 1st 2nd 3rd 4th
12:00 AM 12 6 6 5
1:00AM 5 1 4 3
2:00AM 2 0 2 2
3:00AM 5 2 2 5
4:00AM 2 6 10 10
5:00AM 11 27 31 40
6:00AM 42 41 45 43
7:00AM 53 71 89 101
8:00AM 71 56 58 72
9:00AM 52 63 50 61
10:00AM 63 61 73 68
11:00AM 76 64 64 73
12:00 PM 79 80 69 78
1:00 PM 92 80 81 82
2:00PM 110 105 88 98
3:00PM 99 87 113 92
4:00PM 103 91 118 107
5:00PM 95 114 103 92
6:00PM 101 100 85 87
7:00PM 98 80 81 66
8:00PM 52 59 52 48
9:00PM 34 26 27 39
10:00 PM 28 29 19 29
11:00 PM 24 23 9 11
Total 48.8%
AM% 35.0% AM Peak 691
PM% 65.0% PM Peak 862
0 ,t ,t ,t ,t ,t
·"" ·" ·" ,,,"" .._ci,· '1,· t><· 'b·"·
LATITUDE
LONGITUDE
WEATHER
24 Hour Count Report
Prepared For: City of Reedley
1733 9th St
Reed ley, CA 93654
36 .5932602
--------------- -119.4309353
Clear ---------------
Southbound
Total 1st 2nd 3rd 4th Total
29 6 4 3 5 18
13 3 2 1 4 10
6 4 3 0 5 12
14 10 5 6 1 22
28 7 13 23 28 71
109 40 42 55 71 208
171 62 55 60 80 257
314 52 66 94 109 321
257 90 76 52 58 276
226 49 60 63 66 238
265 67 66 65 77 275
277 69 66 80 79 294
306 84 75 69 76 304
335 59 88 89 76 312
401 83 102 89 88 362
391 101 116 125 122 464
419 100 116 108 109 433
404 99 103 110 111 423
373 117 84 92 89 382
325 72 78 67 56 273
211 60 52 47 32 191
126 41 34 31 39 145
105 34 22 21 8 85
67 15 8 14 12 49
5172 51.2% 5425
10597
7:15 am to 8:15 am AM P.H.F. 0.82
3:30 pm to 4:30 pm PM P.H.F. 0.91
,t q_~ q_~ q_~ q_~ q_~ q_~
·"" .._"i,"" ·"" ·" ·" ·"" ·" ""' '1,· t>< · <o· 'b· ""' nme Period MetroJraffic
~
Data Inc.
__ -_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_
Metro Traffic Data Inc.
310 N. Irwin Street - Suite 20
Hanford, CA 93230
800-975-6938 Phone/Fax
www.metrotrafficdata.com
STREET _______ D_r_iv_ew_a-'-y ______ _
SEGMENT _____ E_as_t_o_lB_u_tt_on_w_ill_ow_ A_ve ____ _ COLLECTION DATE ____ T_h_ur_sd_a-'-y,_S_e"'-pt_em_ be_r_25_,_2_02_5 ___ _
NUMBER OF LANES
Eastbound
Hour 1st 2nd 3rd 4th
12:00AM 0 0 0 0
1:00AM 0 0 0 0
2:00AM 0 0 0 0
3:00AM 0 0 0 0
4:00AM 0 0 0 0
5:00AM 0 0 0 0
6:00AM 0 0 0 0
7:00AM 0 0 0 0
8:00AM 0 0 0 0
9:00AM 0 0 0 0
10:00AM 0 0 0 0
11:00AM 0 0 0 1
12:00 PM 0 0 0 0
1:00 PM 0 0 0
2:00PM 0 0 0
3:00PM 1 0 0
4:00PM 1 0
5:00PM 1 0
6:00PM 0 0 0 0
7:00PM 0 0 0 0
8:00PM 2 0 0 1
9:00PM 0 0 0 0
10:00 PM 0 0 0 0
11:00 PM 0 0 0 0
Total 50.0%
AM% 28.6% AM Peak 2
PM% 71.4% PM Peak 6
0 ,t ,t ,t ,t ,t _c:,c:, ,,l _c:,c:, _(Jc:, _c:,c:,
""\,· I).· xi· <o ·
LATITUDE
24 Hour Count Report
Prepared For: City of Reedl ey
1733 9th St
Reedley, CA 93654
36.5932602
LONGITUDE ______ -_11_9_.4_30_9_35_3 _____ _
WEATHER Clear
---------------
Westbound
Total 1st 2nd 3rd 4th Total
0 0 0 0 0 0
0 0 0 0 0 0
0 0 0 0 0 0
0 0 0 0 1
0 0 0 0 0 0
0 0 0 0 0 0
0 2 0 0 0 2
0 0 0 1 0 1
0 0 0 0 0 0
0 0 1 0 0 1
0 0 0 0 1 1
1 0 0 0 1 1
0 1 0 0 0 1
1 0 1 0 0 1
1 0 0 0 0 0
2 0 0 0 0 0
3 0 2 0 0 2
3 1 0 0 0 1
0 1 0 0 0 1
0 0 0 0 0 0
3 0 0 0 1 1
0 0 0 0 0 0
0 0 0 0 0 0
0 0 0 0 0 0
14 50.0% 14
28 6:00 am to 7:00 am AM P.H.F. 0.25
4:15 pm to 5:15 pm PM P.H.F. 0.50
,t q_~ q_~ q_~ q_~ q_~ q_~ _c:,c:, _c:,c:, _c:,c:, _c:,<::; _c:,c:, _c:,<::; _c:,c:, "C:,· ""\,· '1,· I).· xi· 'b· "C:,·
nme Period
Metro
~
Traffic Data Inc.
__ -_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_
STREET
Metro Traffic Data Inc.
310 N. Irwin Street - Suite 20
Hanford, CA 93230
800-975-6938 Phone/Fax
www.metrotrafficdata.com
Duff Ave
---------------- SEGMENT West of Buttonwillow Ave
---------------- COLLECTION DATE ____ T_hu_rs_d_ay:..:.., _S...., ep_te_m_b_er_2_;5'-2_02_5 ___ _
NUMBER OF LANES ----------------
Eastbound
Hour 1st 2nd 3rd 4th
12:00AM 0 3 1 1
1:00AM 0 1 1 0
2:00AM 0 0 0 0
3:00AM 0 0 0
4:00AM 1 0 4 5
5:00AM 1 1 4 6
6:00AM 4 7 3 4
7:00AM 8 13 29 20
8:00AM 18 17 7 9
9:00AM 10 10 6 3
10:00AM 11 5 4 6
11:00AM 9 9 5 13
12:00 PM 7 10 15 6
1:00 PM 11 11 11 5
2:00PM 7 14 13 12
3:00PM 35 24 15 13
4:00PM 17 18 8 20
5:00PM 10 18 13 11
6:00PM 17 6 14 7
7:00 PM 11 9 11 4
8:00PM 4 5 5 5
9:00 PM 4 1 4 2
10:00 PM 4 2 0
11:00 PM 1 1 1
Total 51.8%
AM% 35.6% AM Peak 185
PM% 64.4% PM Peak 154
0 .t .t .t .t .t _<:)<:) _<:)<:) _<:)<:) ,?<:) _<:)<:)
..,_'1,· '1,· I>,· 'o·
24 Hour Count Report
Prepared For: City of Reedley
1733 9th St
Reedley, CA 93654
LATITUDE 36.5932602
--------------- LONGITUDE -119.4309353
--------------- WEATHER _______ C_le_ar ______ _
Westbound
Total 1st 2nd 3rd 4th Total
5 1 0 2 1 4
2 0 0 1 0 1
0 0 0 0 0 0
1 0 0 0 0 0
10 0 0 1 0 1
12 1 2 1 4 8
18 1 0 3 4 8
70 7 17 38 39 101
51 11 8 7 10 36
29 6 7 6 2 21
26 5 4 6 6 21
36 6 6 8 3 23
38 15 4 9 9 37
38 5 6 12 11 34
46 15 10 16 15 56
87 17 19 17 10 63
63 10 11 10 14 45
52 16 18 18 6 58
44 13 12 10 5 40
35 8 8 4 11 31
19 10 6 8 2 26
11 6 1 8 4 19
7 3 6 2 3 14
4 3 4 0 2 9
704 48.2% 656
1360
7:15 am to 8:15 am AM P.H.F. 0.69
2:45 pm to 3:45 pm PM P.H.F. 0.74
.t ~~ ~~ ~~ ~~ ~~ ~~ _<:)<:) _<:)<:) _<:)<:) _<:)<:) rci _<:)<:) _<:)<:) ..,_<:)· ..,_'1,· '1, I>,· 'o· ..,_<:)·
Ti m e Pe riod
LOCATION ______ Bu_tton_ wi _·u_oo_A_ve~@~ D_uff_ A_ve _____ _ COUNTY Fresno ----------------- COLLECT 10 N OATE ______ T_hu_rs_da~y,_Sep~ t_em_bef_ 25~, 2_02_5 ____ _ Northbound Southbound
Time U-Tum Left Thru Right Trucks U-Tum Left Thru Righi Trucks 12:00AM to 12:15AM 0 0 12 0 0 0 0 6 1 0
12:15AM to 12:30AM 0 0 6 0 0 0 0 2 0 0
12:30AM to 12:45AM 0 2 4 0 0 0 0 2 0 0
12:45AM to 1:00AM 0 0 5 0 0 0 0 5 1 0
1:00AM to 1:15AM 0 0 5 0 0 0 0 3 0 0
1:15AM to 1:30AM 0 0 1 0 0 0 0 2 0 0
1:30AM to 1:45AM 0 1 3 0 0 0 0 1 0 0
1:45AM to 2:00AM 0 0 3 0 0 0 0 4 0 0
2:00AM to 2:15AM 0 0 2 0 0 0 0 4 0 1
2:15AM to 2:30AM 0 0 0 0 0 0 0 3 0 0
2:30AM to 2:45AM 0 0 2 0 0 0 0 0 0 0
2:45AM to 3:00AM 0 0 2 0 0 0 0 5 0 0
3:00AM to 3:15AM 0 0 5 0 0 0 0 10 0 0
3:15AM to 3:30AM 0 0 2 0 0 0 0 4 0 1
3:30AM to 3:45AM 0 0 2 0 0 0 0 6 0 0
3:45AM to 4:00AM, 0 0 5 0 0 0 0 1 0 0
4:00AM to 4:15AM 0 0 2 0 0 0 0 7 0 0
4:15AM to 4:30AM 0 0 6 0 0 0 0 13 0 0
4:30AM to 4:45AM 0 0 10 0 0 0 0 21 1 0
4:45AM to 5:00AM 0 0 10 0 0 0 0 26 0 0
5:00AM to 5:15AM 0 0 11 0 0 0 0 40 1 0
5:15AM to 5:30AM 0 1 26 0 1 0 0 42 1 0
5:30AM to 5:45AM 0 0 31 0 1 0 0 53 1 1
5:45AM to 6:00AM 0 0 40 0 2 0 0 67 4 1
6:00AM to 6:15AM 0 0 42 0 2 0 0 60 1 2
8:15AM to 8:30AM 0 0 41 0 6 0 0 54 0 0
6:30AM to 6:45AM 0 3 42 0 7 0 0 60 0 2
8:45AM to 7:00AM 0 1 42 0 2 0 0 78 3 0
7:00AM to 7:15AM 0 2 51 0 3 0 0 48 5 1
7:15AM to 7:30AM 0 9 62 0 3 0 0 62 8 1
7:30AM to 7:45AM 0 12 77 0 1 0 0 85 26 3
7:45AM to 8:00AM 0 12 89 0 2 0 0 99 27 5
8:00AM to 8:15AM 0 0 71 0 2 0 0 77 11 4
8:15AM to 8:30AM 0 5 51 0 3 0 0 66 3 6
8:30AM to 8:45AM 0 2 56 0 3 0 0 51 5 2
8:45AM to 9:00AM 0 3 69 0 1 0 0 55 7 3
9:00AM to 9:15AM 0 2 50 0 3 0 0 44 4 4
8:15AM to 9:30AM 0 1 62 0 1 0 0 53 6 5
9:30AM to 9:45AM 0 2 48 0 1 0 0 59 4 4
9:45AM to 10:00AM 0 0 61 0 5 0 0 64 2 4
10:00AM to 10:15AM 0 3 60 0 2 0 0 63 2 3
10:15AM to 10:30AM 0 2 59 0 2 0 0 63 2 3
10:30AM to 10:45AM 0 3 70 0 3 0 0 64 3 2
10:45AM to 11:00AM 0 3 65 0 1 0 0 74 3 3
11:00AM to 11:15AM 0 0 76 0 1 0 0 66 6 2
11:15AM to 11:30AM 0 2 62 0 2 0 0 63 4 0
11:30AM to 11:45AM 0 3 61 0 1 0 0 78 5 4
11:45AM to 12:00PM 0 2 71 0 3 0 0 74 1 1
12:00PM to 12:15PM 0 4 75 0 2 0 0 82 11 2
12:15PM to 12:30PM 0 0 80 0 3 0 0 71 4 1
12:30PM to 12:45PM 0 6 63 0 3 0 0 65 3 1
12:45PM to 1:00PM 0 3 75 0 1 0 0 74 6 2
1:00PM to 1:15PM 0 1 91 0 3 0 0 54 4 3
1:15PM to 1:30PM 0 3 76 1 3 0 0 83 3 2
1:30PM to 1:45PM 0 6 75 0 5 0 0 82 6 4
1:45PM to 12:00PM 0 1 81 0 3 0 0 75 10 0
2:00PM to 2:15PM 0 9 101 0 4 0 1 80 6 5
2:15PM to 2:30PM 0 4 101 0 7 0 0 92 6 4
2:30PM to 2:45PM 0 4 84 0 2 0 0 88 12 5
2:45PM to 3:00PM 0 3 95 0 1 0 0 84 12 2
3:00PM to 3:15PM 0 6 92 1 2 0 0 86 11 3
3:15PM to 3:30PM 0 6 81 0 2 0 1 103 13 3
3:30PM to 3:45PM 0 4 109 0 3 0 0 116 13 3
3:45PM to 4:00PM 0 4 88 0 2 0 0 113 6 6
4:00PM to 4:15PM 0 3 100 0 1 0 0 93 7 7
4:15PM to 4:30PM 0 7 83 1 1 0 0 108 4 2
4:30 PM to 4:45PM 0 2 115 1 3 0 0 101 8 2
4:45PM to 5:00PM 0 7 100 0 1 0 0 95 7 1
5:00PM to 5:15PM 0 9 86 0 1 0 1 96 7 2
5:15PM to 5:30PM 0 9 105 0 0 0 0 96 9 2
5:30PM to 5:45PM 0 8 94 1 2 0 0 102 10 1
5:45PM to 6:00PM 0 4 88 0 1 0 0 107 2 2
6:00 PM to 8:15PM 0 5 96 0 4 0 0 107 8 5
6:15PM to 8:30PM 0 5 95 0 3 0 0 82 7 0
8:30PM to 6:45PM 0 3 82 0 2 0 0 85 7 1
6:45PM to 7:00PM 0 2 85 0 0 0 0 84 3 1
7:00 PM to 7:15PM 0 5 93 0 0 0 0 69 3 0
7:15PM to 7:30PM 0 2 78 0 0 0 0 74 6 1
7:30 PM to 7:45PM 0 3 78 0 0 0 0 62 1 0
7:45PM to 8:00PM 0 4 62 0 0 0 0 55 7 0
8:00PM to 8:15PM 0 2 50 0 0 0 2 58 8 0
8:15PM to 8:30PM 0 1 58 0 0 0 0 50 5 1
8:30PM to 8:45PM 0 2 50 0 1 0 0 45 6 0
8:45PM to 9:00PM 0 0 48 0 0 0 0 29 2 0
9:00 PM to 9:15PM 0 2 32 0 0 0 0 40 4 0
9:15PM to 9:30PM 0 0 26 0 0 0 0 34 1 0
9:30 PM to 9:45PM 0 2 25 0 0 0 0 30 6 0
9:45PM to 10:00PM 0 1 38 0 0 0 0 38 3 0
10:00 PM to 10:15PM 0 2 26 0 1 0 0 32 1 0
Eastbound
U-Tum Left Thru
0 0 0
0 1 0
0 0 0
0 1 0
0 0 0
0 1 0
0 1 0
0 0 0
0 0 0
0 0 0
0 0 0
0 0 0
0 0 0
0 0 0
0 0 0
0 0 0
0 1 0
0 0 0
0 2 0
0 3 0
0 1 0
0 1 0
0 2 0
0 2 0
0 2 0
0 6 0
0 3 0
0 2 0
0 4 0
0 9 0
0 20 0
0 10 0
0 5 0
0 7 0
0 6 0
0 6 0
0 5 0
0 4 0
0 2 0
0 1 0
0 7 0
0 2 0
0 3 0
0 4 0
0 6 0
0 6 0
0 3 0
0 8 1
0 6 0
0 6 0
0 11 0
0 4 0
0 6 0
0 7 0
0 4 0
0 4 0
0 4 0
0 4 0
0 12 0
0 8 0
0 20 0
0 11 0
0 6 0
0 4 0
0 9 1
0 12 0
0 1 0
0 6 0
0 7 0
0 10 1
0 5 0
0 7 0
0 7 0
0 4 0
0 7 0
0 2 0
0 8 0
0 5 0
0 6 0
0 3 0
0 2 0
0 3 0
0 3 0
0 2 1
0 3 0
0 1 0
0 3 0
0 1 0
0 2 0
Turning Movement Report
(Vehicles)
Prepared For·
LATITUDE 36.5933
City of Reedley
17339th St
Reedley, CA93654
---------------- LONGITUDE ________ -1_19_.43_09 ______ _ WEATHER _______ _cc; Cl.;;:: ear;__ ______ _
Westbound TOTALS Truck
Right Trucks U-Tum Left Thru Right Trucks VehicJes %
0 0 0 0 0 0 0 0%
2 0 0 0 0 0 0 0%
1 0 0 0 0 0 0 0%
0 0 0 0 0 0 0 0%
0 0 0 0 0 0 0 0%
0 0 0 0 0 0 0 0%
0 0 0 0 0 0 0 0%
0 0 0 0 0 0 0 0%
0 0 0 0 0 0 0 17%
0 0 0 0 0 0 0 0%
0 0 0 0 0 0 0 0%
0 0 0 0 0 0 0 0%
0 0 0 0 0 0 0 15 0%
1 0 0 0 0 0 0 14%
0 0 0 0 0 0 0 0%
0 0 0 0 0 1 0 0%
0 0 0 0 0 0 0 10 0%
0 0 0 0 0 0 0 0%
2 0 0 0 0 0 0 0%
2 0 0 0 0 0 0 0%
0 0 0 0 0 0 0 53 0%
0 0 0 0 0 0 0 1%
2 0 0 0 0 0 0 2%
4 0 0 0 0 0 0 117 3%
2 0 0 0 0 2 0 109 4%
1 0 0 0 0 0 0 102 6%
0 1 0 0 0 0 0 9%1
2 1 0 0 0 0 0 2%
4 1 0 0 0 0 0 114 4%
4 0 0 0 0 0 0 3%
9 0 0 0 0 1 0 2%
10 2 0 0 0 0 0 4%
13 2 0 0 0 0 0 177 5%
10 7 0 0 0 0 0 142 11°1.
1 1 0 0 0 0 0 121 5%
3 0 0 0 0 0 0 3%
5 1 0 0 0 0 0 7%
6 1 0 1 0 0 0 133 5%
4 0 0 0 0 0 0 119 4%
2 0 0 0 0 0 0 130 7%
4 0 0 0 0 0 0 139 4%
3 0 0 0 0 0 0 131 4%
1 0 0 0 0 0 0 3%
2 0 0 1 0 0 0 3%
3 1 0 0 0 0 0 157 3%
3 1 0 0 0 0 0 2%
2 0 0 0 0 0 0 152 3'/,
4 0 0 1 0 0 0 162 2'/,
1 2 0 1 0 0 0 180 3%
4 1 0 0 0 0 0 165 3'/,
4 0 0 0 0 0 0 152 3%
2 1 0 0 0 0 0 2'/,
5 1 0 0 0 0 0 4'/,
4 2 0 1 0 0 0 178 4%
7 0 0 0 0 0 0 180 5'/,
1 0 0 0 0 0 0 172 2'/,
3 1 0 0 0 0 0 204 S%
10 0 0 0 0 0 0 217 5%
1 6 0 0 0 0 0 201 6%
4 2 0 0 0 0 0 2'I,
15 1 0 0 0 0 0 3%
13 2 0 0 0 0 0 3%
9 0 0 0 0 0 0 257 2'/,
9 0 0 0 0 0 0 224 4%
7 1 0 0 0 0 0 220 4%
6 0 0 2 0 0 0 223 1%
7 1 0 0 0 0 0 235 3%
14 1 0 0 0 0 0 1%
3 0 0 0 0 1 0 1%
7 0 0 0 0 0 0 237 1%
8 1 0 0 0 0 0 2'/,
4 0 0 0 0 0 0 212 1%
10 1 0 0 0 1 0 234 4%
2 0 0 0 0 0 0 195 2'/,
7 0 0 0 0 0 0 2'/,
5 0 0 0 0 0 0 181 1'/,
3 0 0 0 0 0 0 0%
4 0 0 0 0 0 0 169 1%
5 0 0 0 0 0 0 155 0%
1 0 0 0 0 0 0 132 0%
2 0 0 0 0 0 0 124 0%
2 0 0 0 0 0 0 119 1%
2 0 0 0 0 0 0 1%
2 0 0 1 0 0 0 85 0%
1 0 0 0 0 0 0 0%
0 0 0 0 0 0 0 0%
1 0 0 0 0 0 0 67 0%
1 0 0 0 0 0 0 0%
2 0 0 0 0 0 0 2%
10:15PM to 10:30PM 0 2 27 0 0 0 0 21 4 0 0 0 0 1 0 0 0 0 0 0 55 0% 10:30PM to 10:45PM 0 0 19 0 0 0 0 20 2 0 0 1 0 1 0 0 0 0 0 0 43 0% 10:45PM to ~1:00PM 0 0 29 0 0 0 0 8 3 0 0 0 0 0 0 0 0 0 0 0 0% 11 :00PM to 11:15PM 0 0 24 0 0 0 0 15 3 0 0 1 0 0 0 0 0 0 0 0 43 0% 11 :15,PM la 11:30PM 0 4 19 0 0 0 0 8 0 0 0 1 0 0 0 0 0 0 0 0 0% 11 :30PM to 11:45PM 0 0 9 0 0 0 0 13 0 1 0 0 0 1 0 0 0 0 0 0 4% 11 :45AM to 12:00AM 0 0 11 0 0 0 0 12 2 0 0 1 0 0 0 0 0 0 0 0 0% DAILY TOTALS 0 236 4931 5 131 0 5 5104 420 143 0 387 4 313 43 0 8 0 6 0 11419 3% Northbound Southbound Eastbound Westbound
PEAK HOUR U-Tum Left Thru Rtght Trucks U-Tum Left Thru Right Trucks U-Tum Left Thru Right Trucks U-Tum Left Thru Right Trucks Truck% PHF 7:15AM 10 8:15AM 33 299 0 0 323 72 13 44 36 0 1 3% 0.82 3:00 PM to 4:00 PM 20 370 418 43 15 41 46 3% 0.91
Time
12:00AM to
12:15AM to
12:30AM to
12:45AM to
1:00AM to
1:15AM to
1:30AM to
1:45AM to
2:00AM to
2:15AM to
2:30AM to
2:45AM to
3:00AM to
3:15AM to
3:30AM to
3:45AM to
4:00AM to
4:15AM to
4:30AM to
4:45AM to
5:00AM to
5:15AM to
5:30AM to
5:45AM to
6:00AM to
6:15AM to
6:30AM to
6:45AM to
7:00AM to
7:15AM to
7:30AM to
7:45AM to
B:OOAM to
8:15AM to
8:30AM to
8:45AM to
9:00AM to
9:15AM to
9:30AM to
9:45AM to
10:00AM to
10:15AM to
10:30AM to
10:45AM to
11:00AM to
11:15AM to
11:30AM to
11:45AM to
12:00PM to
12:15PM to
12:30PM to
12:45PM to
1:00PM to
1:15PM to
1:30PM to
1:45PM to
2:00PM to
2:15 PM to
2:30PM to
2:45 PM to
3:00 PM to
3:15 PM to
3:30 PM to
3:45 PM to
4:00 PM to
4:15PM to
4:30 PM to
4:45 PM to
5:00 PM to
5:15PM to
5:30 PM to
5:45 PM to
6:00 PM to
6:15 PM to
6:30 PM to
"1etro Traffic Data Inc.
10 N. Irwin Street - Suite 20
anford, CA 93230
00-975-6938 Phone/Fax
NYtW. metrotrafficdata.com
LOCATION ____ B_u_tt_o_nwt _._llo_w_A_v-'e-'@"'-"D-"u--ff--A'-ve.:........ __ _ COUNTY ________ F_re'-'s'-n-'-o ______ _
COLLECTION DATE ____ Th_u_r_sd_a_,_y'- , S_e-'-p_te_m_b_e_r 2_5...:., _2_02--5 ___ _ Northbound Bicycles Southbound Bicycles Eastbound Bicycles Left Thru Right Left Thru Right Left Thru Right
12:15AM 0 0 0 0 0 0 0 0 0
12:30AM 0 0 0 0 0 0 0 0 0
12:45AM 0 0 0 0 0 0 0 0 0
1:00AM 0 0 0 0 0 0 0 0 0
1:15AM 0 0 0 0 0 0 0 0 0
1:30AM 0 0 0 0 0 0 0 0 0
1:45AM 0 0 0 0 0 0 0 0 0
2:00AM 0 0 0 0 0 0 0 0 0
2:15AM 0 0 0 0 0 0 0 0 0
2:30AM 0 0 0 0 0 0 0 0 0
2:45AM 0 0 0 0 0 0 0 0 0
3:00AM 0 0 0 0 0 0 0 0 0
3:15AM 0 0 0 0 0 0 0 0 0
3:30AM 0 0 0 0 0 0 0 0 0
3:45AM 0 0 0 0 0 0 0 0 0
4:00AM 0 0 0 0 0 0 0 0 0
4:15AM 0 0 0 0 0 0 0 0 0
4:30AM 0 0 0 0 0 0 0 0 0
i4:45AM 0 0 0 0 0 0 0 0 0
5:00AM 0 0 0 0 0 0 0 0 0
5:15AM 0 0 0 0 0 0 0 0 0
5:30AM 0 0 0 0 0 0 0 0 0
5:45AM 0 0 0 0 0 0 0 0 0
6:00AM 0 0 0 0 0 0 0 0 0
6:15AM 0 0 0 0 0 0 0 0 0
6:30AM 0 0 0 0 0 0 0 0 0
6:45AM 0 0 0 0 0 0 0 0 0
7:00AM 0 0 0 0 0 0 0 0 0
7:15AM 0 0 0 0 0 0 0 0 0
7:30AM 0 0 0 0 0 0 0 0 0
7:45AM 0 0 0 0 0 0 0 0 0
8:00AM 0 0 0 0 0 0 0 0 0
8:15AM 0 0 0 0 1 0 0 0 0
8:30AM 0 0 0 0 0 0 0 0 0
8:45AM 0 0 0 0 0 0 0 0 0
9:00AM 0 0 0 0 0 0 0 0 0
9:15AM 0 0 0 0 0 0 0 0 0
9:30AM 0 0 0 0 0 0 0 0 0
9:45AM 0 0 0 0 0 0 0 0 0
10:00AM 0 0 0 0 1 0 0 0 0
10:15AM 0 0 0 0 0 0 0 0 0
10:30AM 0 0 0 0 0 0 0 0 0
10:45AM 0 0 0 0 0 0 0 0 0
11:00AM 0 0 0 0 0 0 0 0 0
11:15AM 0 0 0 0 0 0 0 0 0
11:30AM 0 0 0 0 0 0 0 0 0
11:45AM 0 0 0 0 1 0 0 0 0
12:00PM 0 0 0 0 0 0 0 0 0
12:15PM 0 0 0 0 0 0 0 0 0
~2:30 PM 0 0 0 0 1 0 0 0 0
12:45PM 0 0 0 0 0 0 0 0 0
1:00PM 0 1 0 0 1 0 0 0 0
1:15PM 0 0 0 0 0 0 0 0 0
1:30 PM 0 1 0 1 0 0 0 0 0
1:45PM 0 0 0 0 1 0 0 0 0
2:00 PM 0 0 0 0 0 0 0 0 0
2:15PM 0 0 0 0 0 0 1 0 0
2:30PM 1 0 0 0 0 0 0 0 0
2:45PM 0 1 0 0 0 0 0 0 0
3:00 PM 0 0 0 0 0 0 0 0 0
3:15PM 0 0 0 0 0 0 0 0 0
3:30 PM 0 0 0 1 0 0 0 0 0
3:45 PM 0 1 0 0 0 0 0 0 0
4:00PM 0 0 0 0 0 0 0 0 0
4:15PM 0 0 0 0 0 0 0 0 0
4:30PM 0 0 0 0 0 0 0 0 0
4:45 PM 0 0 0 0 1 0 0 0 0
5:00 PM 0 0 0 0 0 0 0 0 0
5:15PM 1 0 0 0 0 0 0 0 0
5:30 PM 0 0 0 0 1 0 1 0 0
5:45 PM 0 0 0 0 0 0 0 0 0
6:00 PM 0 0 0 0 0 0 0 0 0
6:15PM 0 0 0 0 0 0 0 0 0
6:30 PM 0 0 0 0 0 0 0 0 0
6:45 PM 0 0 0 0 0 0 0 0 0
Turning Movement Report
(Bicycles & Pedestrians)
Prepared For:
City of Reedley
1733 9th St
Reedley, CA 93654
LATITUDE _______ 3_6._59_32_60_ 2 _____ _
LONGITUDE _______ -1_19_.4_30_9_35_3 _____ _
WEATHER ________ Ct_ea_r ______ _
Westbound Bicycles Pedestrians Each Leg TOTALS
Left Thru Right South Leg North Leg West Leg East Leg Bicycles Pedestrians 0 0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0
0 0 0 0 0 1 0 0 1
0 0 0 0 0 0 0 0 0
0 1 0 0 0 0 0 1 0
0 0 0 0 0 0 0 1 0
0 0 0 0 0 2 0 0 2
0 0 0 0 0 0 1 0 1
0 0 0 0 0 0 1 0 1
0 0 0 0 0 2 0 0 2
0 0 0 0 0 1 0 0 1
0 0 0 0 2 0 0 0 2
0 0 0 0 0 0 0 1 0
0 0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0
0 0 0 0 0 0 2 0 2
0 0 0 0 0 0 0 0 0
0 0 0 1 0 1 0 0 2
0 0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 1 0
0 0 0 0 0 0 0 0 0
0 0 0 0 0 1 0 0 1
0 0 0 0 0 1 0 1 1
0 0 0 1 1 2 1 0 5
0 0 0 0 0 0 0 2 0
0 0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 2 0
0 0 0 0 0 0 0 1 0
0 0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 1 0
0 0 0 0 0 0 0 1 0
0 0 0 0 0 0 0 1 0
0 0 0 0 0 1 0 0 1
0 0 0 0 0 0 0 0 0
0 0 0 0 2 0 0 1 2
0 0 0 0 0 0 0 1 0
0 0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 1 0
0 0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 1 0
0 0 0 0 0 1 0 2 1
0 0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0
6:45PM to 7:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
7:00 PM to 7c15PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
7:15 PM to 7:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
7:30 PM to 7:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
7:45 PM to 8:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
8:00 PM to 8:15PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
8:15 PM to 8:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
8:30PM to 8:45 PM 0 1 0 1 0 0 0 0 0 0 0 0 0 0 0 1 2 1
8:45PM to 9:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
9:00 PM to 9:15PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
9:15 PM to 9:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
9:30PM to 9:45PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
9:45PM to 10:00PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
10:00PM to 10:15PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
10:15 PM to 10:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 10:30PM to 10:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 ~0:45 PM to 11:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 11:00PM to 11:15PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
U :15PM to 11:30PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
11:30PM to H:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
11:45PM to 12:00AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
DAILY TOTALS 2 5 0 3 8 0 2 0 0 0 1 0 2 5 13 6 21 26
Northbound Bicycles Southbound Bicycles Eastbound Bicycles Westbound Bicycles Pedestrians in each Crosswalk TOTALS I PEAK HOUR Left I Thru I Right Left I Thru I Right Left I Thru I Right Left I Thru I Right North cwlsouth cwl East cw I West cw Bicycles I Pedestrians I 7:15 AMI to IB:15 AM 0 I 0 I 0 0 I 1 I 0 0 I 0 I 0 0 I 1 I 0 0 I 0 I 1 I 0 2 I 1 I 3:00 PMI to 14:00 PM 0 I 1 I 0 1 I 0 I 0 0 I 0 I 0 0 I 0 I 0 0 I 2 I 0 I 0 2 I 2
SYMBOLS
<l NEW STOP SIGN AND POST
SIGN DETAIL
PREPARED BY:
INSTALL STOP SIGN (R1-1) PER
LATEST EDITION OF CA-MUTCD
CITY OF REEDLEY
ENGINEERING DEPARTMENT
17 33 9th STREET
REEDLEY, CA 93654
Phone: (559)637-4200, ext. 295
Fax : (559)637-2139
EXHIBIT "A"
NOTES:
1. INSTALL REGULATORY SIGN WITH STREET NAME PER
CITY STANDARD PLAN ST-44 AND ST-45.
2. INSTALL 12" WIDE STOP BAR IN WHITE.
3. INSTALL PAVEMENT MARKINGS "STOP" IN WHITE PER
FEDERAL STANDARDS AS SHOWN ON PLAN.
DIAGRAM OF
BUTTONWILLOW AVENUE AND DUFF AVENUE
STOP SIGN INSTALLATION
DATE: SCALE
October 23, 2025 1" = 60'
DRAWN BY:
MM SHEET NO. 1 OF 1
Attachment 4
Metro Traffic Data Inc.
310 N. Irwin Street - Suite 20
Hanford , CA 93230
800-975-6938 Phone/Fax
www.metrotrafficdata.com
LOCATION ________ E_St~@~ 15_th_S_t ______ _
COUNTY _________ Fr_es_n_o _______ _
COLLECTION DATE ______ T_h_ur_sd_a""' y,_S~ep_te_m_b_er_2-' 5._20_2_5 ____ _ Northbound Southbound
Time U-11urn Left T.hru Rh:iht Trucks U-Turn Left Thru
7:00 AM - 7:15 AM o o o o o o 2 o 7:15 AM - 7:30 AM o o o o o o 6 o 7:30 AM - 7:45 AM o o o o o o 13 o 7:45 AM - 8:00 AM o o o o o o 19 o 8:00 AM - 8:15 AM o o o o o o 5 o 8:15 AM -8:30 AM o o o o o o 7 o 8:30 AM - 8:45 AM o o o o o o 2 o 8:45 AM - 9:00 AM o o o o o o 3 o TCilTAL 0 o 0 0 0 0 57 0 Northbound Southbound
11Ime l!J-'Furn Left Thru Right 'lirucks U-Turn Left Thru 4:00 PM -4:15 PM o o o o o o 9 o 4:1 5 PM-4:30 PM o o o o o o 9 o 4:30 PM - 4:45 PM o o o o o o 8 o 4:45 PM - 5:00 PM o o o o o o 10 o 5:00 PM - 5:15 PM o o o o o o 11 o 5:15,PM • 5:30 PM o o o o o o 3 o 5:30 PM - 5:45 PM o o o o o o 6 o 5:45 PM - 6:00 PM o o o o o o 9 o rro:r:AL 0 0 0 0 0 0 65 0 Northbound Southbound
PEAK HOUR U-Turn Left Thru Rlaht Trucks U-Turn Left T.hru 7:~ 5 AM - 8::15 AM o o o o o o 43 o
4:45 PM • 5:45 PM o o o o o o 30 o
,PHF Trucks
AM 0.657 0.0% PM
PM 0.919 0.0% AM
Riaht
o
o
o
o
o
1 o
1 2
Right
2 3
o
o
o
3 1
1 10
Rlaht
o
4 4
0 PHF 0.875 0.625 +I 0
6 3
15th St 15 12
0 PM AM
PHF
##### 0
##### 0
LATITUDE
Turning Movement Report
Prepared For:
36.5938
-------------------
City of Reedley
1733 9th St
Reedley, CA 93654
LONGITUDE _________ -1_19_.44_ 46 _______ _
WEATHER Clear
-------------------
Eastbound Westbound
Trucks U-Turn Left Thru Riaht Trucks U-Turn Left Thru Rlaht Trucks o o o 1 o o o o 1 2 o o o o 3 o o o o 2 14 o o o o 4 o o o o 3 22 o o o 2 4 o o o o 9 20 o o o 1 1 o o o o 2 12 o o o o 1 o o o o 2 4 o o o o o o o o o o 5 o o o 1 2 o o o o 4 11 o 0 0 4 16 0 0 0 0 23 90 0 Eastbound Westbound
Trucks U-Turn Left Thru Right Trucks U-Turn Left Thru Rl11ht Trucks o o o 4 o o o o 2 13 o o o o 4 o o o o o 4 o o o 1 3 o o o o 2 11 o o o o 6 o o o o 2 13 o o o 1 4 o o o o 3 9 o o o 3 3 o o o o 4 11 o o o 2 2 o o o o 5 12 o o o 1 4 o o o o 2 13 o 0 0 8 30 0 0 0 0 20 86 0 Eastbound Westbound
Trucks U-Turn Left Thru Rlaht Trucks U-Turn Left Thru Rlaht Trucks o o 3 12 o o o o 16 68 o
o o 6 15 o o o o 14 45 o
E St PHF
0 30 0 0.773
0 43 0 0.566
l I+ AM PM
68 45
@ 16 14
North 0 15th St
0.724 0.868 PHF
0 0 AM
0 0 PM
Metro Traffic Data Inc.
310 N. Irwin Street - Suite 20
Hanford , CA 93230
800-975-6938 Phone/Fax
www.metrotrafficdata.com
LOCATION ______ E_S_t @~ 1_5_th_S_t ____ _
COUNTY Fresno
----------------
COLLECTION DATE ____ T_h_ur_s_da~y_, _se_p_te_m_b_e_r_2_5,_2_0_25 ___ _ Time
7:00 AM- 7:15 AM
7:15 AM- 7:30 AM
7:30 AM - 7:45 AM
7:45 AM - 8:00 AM
8:00 AM - 8:15 AM
8:15 AM - 8:30 AM
8:30 AM - 8:45 AM
8:45 AM - 9:00 AM
TOTAL
Time
4:00 PM - 4:15 PM
4:15 PM • 4:30 PM
4:30 PM - 4:45 PM
4:45 PM - 5:00 PM
5:00 PM - 5:15 PM
5:15 PM -5;30 PM
5:30 PM - 5:45 PM
5:45 PM - 6:00 PM
TOTAL
PEAKFIOUR
7:15 AM-8:15 AM
4:45 PM - 5:45 PM
AM Peak Total
PM Peak Total
Northbound Bikes
Left Thru Right
0 0 0
0 0 0
0 0 0
0 0 0
0 0 0
0 0 0
0 0 0
0 0 0
0 0 0
Northbound Bikes
Left Thru Ri!:iht
0 0 0
0 0 0
0 0 0
0 0 0
0 0 0
0 0 0
0 0 0
0 0 0
0 0 0
NorTthbound Bikes
Left
0 0
Bikes
2 1
Thru
0 0
Peds
7 4
Right
0 0
I\
V
U)
~ c..
N.Leg Southbound Bikes
Porlc Left Thru Right
1 0 0 0
0 0 0 0
0 0 0 0
0 0 0 0
0 0 0 0
0 0 0 0
0 0 0 0
0 0 0 0
1 0 0 0
N.Leg Southbound Bikes
D ...... "' Left Thru Riaht
0 0 0 0
0 0 0 0
0 0 0 0
0 0 0 0
0 1 0 0
0 0 0 0
0 0 0 0
0 1 0 0
0 2 0 0
N.Leg Southbound Bikes
Porlc Left Thru Right
0 0 0 0
0 1 0 0
4 7
0 0
0 1
0 0
PM AM
Turning Movement Report
Prepared For:
City of Reedley
1733 9th St
Reedley, CA 93654
LATITUDE 36.5938
---------------- LONGITUDE -119.4446
----------------
WEATHER Clear
S.Leg
Pone
0 0
0 0
0 0
0 0
0 s _Leg
Dft""'
0 0
0 0
0 0
0 0
0 S.Leg
Pone
0 0
----------------
Eastbound Bikes
Left Thru Riaht
0 0 0
0 0 0
0 0 0
0 1 0
0 0 0
0 0 0
0 0 0
0 0 0
0 1 0
Eastbound Bikes
Left Thru Riaht
0 0 0
0 0 0
0 0 0
0 0 0
0 0 0
0 0 0
0 0 0
0 0 0
0 0 0
Eastbound Bikes
Left Thru Right
0 1 0
0 0 0
Peds <>
AM
1 .... 0
0 0
E_Leg
o~..,~
0 0
0 0
0 0
0 0
0 E-Leg
Pftnc
0 0
0 0
0 0
0 0
0 E.Leg
Pone
0 0
PM
0 0
0 0
I\
V
U)
"tl
<11
c..
Westbound Bikes
Left Thru Riaht
0 0 0
0 0 0
0 0 1
0 0 0
0 0 0
0 0 0
0 0 0
0 0 0
0 0 1
Westbound Bikes
Left Thru Right
0 0 0
0 0 0
0 0 0
0 0 0
0 0 0
0 0 0
0 0 0
0 0 0
0 0 0
Westbound Bikes
Left Thru Right
0 0 1
0 0 0
W.Leg
Dft""'
3 0
3 2
2 0
1 0
11 W.Leg
Pftnc
0 0
1 1
1 2
0 0
5 W.Leg
Pon<:
7 4
Metro Traffic Data Inc.
310 N. Irwin Street - Suite 20
Hanford, CA 93230
800-975-6938 Phone/Fax
www.metrotraffi cdata.com
LOCATION ______ E_S_t ""'@'-1_5_th_S_t ____ _
COUNTY Fresno
COLLECTION DATE ____ T_hu_r_sd_a ... y,'--S_e.:.. p_te_m_b_er_2_5'--, 2_0_2_5 __ _
CYCLE TIME N/A
A
Turning Movement Report
Prepared For:
N/S STREET E St/
--------------- E/W STREET ______ 1_5_th_S_t_/ _15_th_S_t ____ _ WEATHER Clear
--------------- CONTROL TYPE Uncontrolled
---------------
COMMENTS
@
North
City of Reedley
1733 9th St
Reedley, CA 93654
~7-Fh
Metro]affic Data Inc. -----------
STREET
Metro Traffic Data Inc.
310 N. Irwin Street - Suite 20
Hanford, CA 93230
800-975-6938 Phone/Fax
www.metrotrafficdata.com
E St
---------------- SEGMENT North of 15th St
---------------- COLLECTION DATE ____ T_hu_rs_d_ay~, _s~ep_te_m_b_er_2_s,_2_02_s ___ _
NUMBER OF LANES ----------------
Northbound
Hour 1st 2nd 3rd 4th
12:00AM 1 0 0 0
1:00AM 1 1 0 0
2:00AM 1 1 0 0
3:00AM 0 0 0 0
4:00AM 0 1 1 1
5:00AM 1 1 6 4
6:00AM 5 2 4 4
7:00AM 2 14 22 22
8:00AM 13 4 5 12
9:00AM 7 4 5 4
10:00AM 6 5 8 7
11:00AM 9 7 8 7
12:00 PM 10 7 5 3
1:00 PM 10 6 1 10
2:00 PM 8 6 8 11
3:00PM 20 11 14 15
4:00PM 13 4 12 13
5:00PM 10 14 14 14
6:00 PM 15 19 7 6
7:00PM 9 6 4 8
8:00PM 5 4 4 4
9:00PM 1 5 3 4
10:00 PM 2 2 1 2
11:00 PM 0 0 0 0
Total 53.5%
AM% 34.5% AM Peak 114
PM% 65.5% PM Peak 126
0 ,t ,t ,t ,t ,t .r::,r::, ,,l '>-r::,r::, .<::,r::, .r::,r::, "'1,,· s:,· 'o·
LATITUDE
24 Hour Count Report
Prepared For: City of Reedley
1733 9th St
Reed ley, CA 93654
36 .5937884
LONGITUDE ______ -1_19_.4_4_45_9_09 _____ _
WEATHER Clear
----- ----------
Southbound
Total 1st 2nd 3rd 4th Total
1 2 0 0 0 2
2 0 0 0 0 0
2 0 0 0 1
0 1 0 0 0 1
3 0 0 0 1
12 4 2 5 4 15
15 5 2 4 0 11
60 2 6 13 19 40
34 5 8 2 4 19
20 6 6 7 3 22
26 8 2 6 3 19
31 3 7 5 7 22
25 4 8 8 6 26
27 6 6 6 5 23
33 6 9 2 5 22
60 11 32 11 12 66
42 11 12 8 10 41
52 11 6 7 10 34
47 13 12 13 10 48
27 9 6 7 6 28
17 7 5 2 2 16
13 3 4 1 2 10
7 3 3 5 1 12
0 2 1 2 0 5
556 46.5% 484
1040
7:15 am to 8:15 am AM P.H.F. 0.70
3:00 pm to 4:00 pm PM P.H.F. 0.73
,t <l.~ <l.~ <l.~ <l.~ <l.~ <l.~ .r::,r::, .r::,r::, .r::,r::, .<::,r::, ,,i .<::,r::, .<::,r::, "<::,· "'1,,· '1,,· I>,· <o · "<::,·
nme Pe riod
STREET
SEGMENT
Metro Traffic Data Inc.
310 N. Irwin Street - Suite 20
Hanford, CA 93230
800-975-6938 Phone/Fax
www.metrotrafficdata.com
15th St ----------------
East of E St
---------------- COLLECTION DATE ____ T_hu_rs_d_, ay'-'-, _Se...:._p_te_m_be_r_2_; 5,_2_02_5 ___ _
NUMBER OF LANES ----------------
Eastbound
Hour 1st 2nd 3rd 4th
12:00 AM 2 0 1 0
1:00AM 0 0 0 0
2:00AM 0 0 1 0
3:00AM 0 0 0
4:00AM 0 0 0
5:00AM 5 2 3 1
6:00AM 8 2 4 0
7:00AM 3 9 17 23
8:00AM 6 8 2 5
9:00AM 5 6 10 4
10:00AM 8 4 9 5
11:00AM 5 8 8 8
12:00 PM 4 12 13 12
1:00 PM 11 7 9 7
2:00 PM 10 10 3 11
3:00 PM 14 36 12 12
4:00PM 13 13 11 16
5:00PM 15 6 8 13
6:00 PM 13 13 14 11
7:00PM 10 6 8 8
8:00 PM 7 9 6 5
9:00 PM 5 5 2 1
10:00 PM 4 2 5 1
11:00 PM 1 1 2 1
Total 47.6%
AM¾ 34.4% AM Peak 139
PM¾ 65.6% PM Peak 141
0 ,t ,t ,t ,t ,t _<:,<:, ,,i _c:,<:> ,.l _c:,<:>
""'" t>< · 'b·
24 Hour Count Report
Prepared For: City of Reedley
1733 9th St
Reedley, CA 93654
LATITUDE ______ 3_6._59_3_78_8_4 _____ _
LONGITUDE -119.4445909
--------------- WEATHER Clear
---------------
Westbound
Total 1st 2nd 3rd 4th Total
3 1 0 0 1 2
0 1 0 0 2
1 1 1 0 0 2
1 0 0 0 0 0
1 0 1 1 1 3
11 2 5 4 5 16
14 6 4 5 5 20
52 3 16 25 29 73
21 14 6 5 15 40
25 8 5 7 5 25
26 7 7 9 8 31
29 9 10 10 8 37
41 11 10 5 5 31
34 13 10 3 11 37
34 9 7 10 11 37
74 22 15 15 15 67
53 15 4 13 15 47
42 12 15 17 15 59
51 18 17 9 5 49
32 12 5 6 7 30
27 7 4 6 5 22
13 3 6 5 4 18
12 1 2 2 4 9
5 3 0 1 1 5
602 52.4% 662
1264
7:15 am to 8:15 am AM P.H.F. 0.67
3:00 pm to 4:00 pm PM P.H.F. 0.69
,t q~ q~ q~ q~ q~ q~ _<:,<:, .<:,<:> _c:,<:> _c:,<:> _c:,<:> .<:,<:> _<:,<:, "<:,· "'1,· '1,· t>< · x,· 'b· "<:, ·
Time Period
STREET
SEGMENT
COLLECTION DATE
NUMBER OF LANES
Metro Traffic Data Inc.
310 N. Irwin Street - Suite 20
Hanford, CA 93230
800-975-6938 Phone/Fax
www.metrotrafficdata.com
15th St
---------------- West of E St
---------------- Thursday, September 25, 2025
----------------
Eastbound
Hour 1st 2nd 3rd 4th
12:00 AM 0 0 1 0
1:00AM 1 0 0 0
2:00AM 0 0 0 0
3:00AM 0 0 0 0
4:00AM 1 0 0 0
5:00AM 1 1 2 0
6:00AM 3 1 0 0
7:00AM 1 3 4 6
8:00AM 2 1 0 3
9:00AM 1 0 3 2
10:00AM 0 2 3 2
11:00AM 4 2 3 2
1.2:00 PM 2 4 6 6
1:00 PM 6 2 3 3
2:00PM 5 1 3 7
3:00PM 3 4 2 3
4:00PM 4 4 4 6
5:00PM 5 6 4 5
6:00 PM 4 8 4 3
7:00PM 4 2 1 3
8:00PM 0 4 4 4
9:00PM 2 1 1 0
10:00 PM 3 0 2 0
11:00 PM 0 0 0 1
Total 51.5%
AM% 31.3% AM Peak 31
PM% 68.7% PM Peak 42
0 .t .t .t .t .t _()() ,,i _()() r,::i _()()
..._'1,· t> · 'o·
Total
1 1
0 0
1 4
4 14
6 6
7 11
18 14
16 12
18 20
19 10
12 4
5 1
204
396
LATITUDE
24 Hour Count Report
Prepared For: City of Reedley
1733 9th St
Reedley, CA 93654
36 .5937884
--------------- LONGITUDE -119.4445909
--------------- WEATHER Clear
---------------
Westbound
1st 2nd 3rd 4th Total
0 0 0 1 1
1 0 0 0 1
0 0 0 0 0
0 0 0 0 0
0 1 0 0 1
1 5 2 4 12
1 3 1 6
1 2 3 9 15
2 3 0 5 10
3 1 2 2 8
1 2 1 5
2 4 2 2 10
3 3 2 9
4 5 2 2 13
2 1 4 8
2 4 2 3 11
4 3 2 2 11
3 7 6 3 19
7 5 5 1 18
6 1 2 0 9
2 0 2 2 6
2 1 2 1 6
1 1 3 2 7
4 0 1 1 6
48.5% 192
7:15 am to 8:15 am AM P.H.F. 0.52
5:30 pm to 6:30 pm PM P.H.F. 0.81
.t <:/.~ <:/.~ <:/.~ <:/.~ <:/.~ <:/.~ _()() _()() _()() _()() _()() _()() _()() ..,_()· ..._'1,· '1,· t>· "'' 'o · ..,_()·
Time Period
[
"1etro Traffic Data Inc.
10 N. Irwin Street - Sui!e 20
I anford, CA93230
0.975-6938 Phone/Fax
""-==========-' vww.metro!rafficdata.com
LOCATION ________ E s_ , =@_1s_1h_S_1 -------
COUNTY ________ F__cr e.c... sn...co _______ _
COLLECTION OATE ______ Tcch":c: " .::.: "•e.cY•.::.: S•:.ecP';:c •m.:.::. b•:;_r2:::;5'-" , 2.::.: 02;;:_5 ____ _ Northbound Southbound
Time U-Tum Left Thru Right Trucks u ~Tum Loft Thru
12:00AM to 12:15AM 0 0 0 0 0 0 2 0
12:15AM to 12:30AM 0 0 0 0 0 0 0 0
12:30AM to 12:45AM 0 0 0 0 0 0 0 0
12:45AM to 1:00AM 0 0 0 0 0 0 0 0
1:00AM to 1:15AM 0 0 0 0 0 0 0 0
1:15AM to 1:30AM 0 0 0 0 0 0 0 0
1:30AM to 1:45AM 0 0 0 0 0 0 0 0
1:45AM lo 2:00AM 0 0 0 0 0 0 0 0
2:00AM to 2:15AM 0 0 0 0 0 0 0 0
2:15AM to 2:30AM 0 0 0 0 0 0 0 0
2:30AM to 2:45AM 0 0 0 0 0 0 1 0
2:45AM to 3:00AM 0 0 0 0 0 0 0 0
3:00AM to 3:15AM 0 0 0 0 0 0 1 0
3:15AM to 3:30AM 0 0 0 0 0 0 0 0
3:30AM to 3:45AM 0 0 0 0 0 0 0 0
3:45AM to 4:00AM 0 0 0 0 0 0 0 0
4:00AM to 4:15AM 0 0 0 0 0 0 0 0
4:15AM to 4:30AM 0 0 0 0 0 0 0 0
4:30AM to 4:45AM 0 0 0 0 0 0 0 0
4:45AM to 5:00AM 0 0 0 0 0 0 0 0
5:00AM lo 5:15AM 0 0 0 0 0 0 4 0
5:15AM to 5:30AM 0 0 0 0 0 0 1 0
5:30AM to 5:45AM 0 0 0 0 0 0 3 0
5:45AM lo 6:00AM 0 0 0 0 0 0 1 0
6:00AM to 6:15AM 0 0 0 0 0 0 5 0
6:15AM to 6:30AM 0 0 0 0 0 0 1 0
6:30AM lo 6:45AM 0 0 0 0 0 0 4 0
6:45AM to 7:00AM 0 0 0 0 0 0 0 0
7:00AM lo 11:15AM 0 0 0 0 0 0 2 0
7:15AM lo 7:30AM 0 0 0 0 0 0 6 0
7:30AM to r,:45AM 0 0 0 0 0 0 13 0
7:45 AM lo 8:00AM 0 0 0 0 0 0 19 0
8:00AM lo 8:15AM 0 0 0 0 0 0 5 0
8:15AM to 8:30AM 0 0 0 0 0 0 7 0
8:30AM lo 8:45AM 0 0 0 0 0 0 2 0
8:45AM to 9:00AM 0 0 0 0 0 0 3 0
9:00AM lo 9:15AM 0 0 0 0 0 1 4 0
9:15AM lo 9:30AM 0 0 0 0 0 0 6 0
9:30AM to 9:45AM 0 0 0 0 0 0 7 0
9:45AM lo 10:00AM 0 0 0 0 0 0 2 0
10:00AM lo 10:15AM 0 0 0 0 0 0 8 0
10:15AM lo 10:30AM 0 0 0 0 0 0 2 0
10:30AM lo 10:45AM 0 0 0 0 0 0 6 0
10:45AM lo 11:00AM 0 0 0 0 0 0 3 0
11:00AM lo 11:15AM 0 0 0 0 0 0 2 0
11:15AM lo 11:30AM 0 0 0 0 0 0 7 0
11 :30AM lo 11:45AM 0 0 0 0 0 0 5 0
11:45AM lo 12:00PM 0 0 0 0 0 0 6 0
12:00PM lo 2:15PM 0 0 0 0 0 0 2 0
12:15PM lo 2:30PM 0 0 0 0 0 0 8 0
12:30PM lo 2:45PM 0 0 0 0 0 0 7 0
12:45PM lo 1:00PM 0 0 0 0 0 0 6 0
1:00PM lo 1:15PM 0 0 0 0 0 0 5 0
1:15PM lo 1:30PM 0 0 0 0 0 0 5 0
1:30PM to 1:45PM 0 0 0 0 0 0 6 0
1:45PM lo 2:00PM 0 0 0 0 0 0 5 0
2:00PM lo 2:15PM 0 0 0 0 0 0 6 0
2:15PM to 2:30PM 0 0 0 0 0 0 9 0
2:30PM lo 2:45PM 0 0 0 0 0 0 1 0
2:45PM lo 3:00PM 0 0 0 0 0 0 5 0
3:00PM lo 3:15PM 0 0 0 0 0 0 11 0
3:15PM lo 3:30PM 0 0 0 0 0 0 32 0
3:30PM to 3:45PM 0 0 0 0 0 0 10 0
3:45PM lo 4:00PM 0 0 0 0 0 0 11 0
4:00PM lo 4:15PM 0 0 0 0 0 0 9 0
4:15PM to 4:30PM 0 0 0 0 0 0 9 0
4:30PM lo 4:45PM 0 0 0 0 0 0 8 0
4:45PM to 5:00,PM 0 0 0 0 0 0 10 0
5:00PM lo 5:15PM 0 0 0 0 0 0 11 0
5:15PM lo 5:30PM 0 0 0 0 0 0 3 0
5:30PM lo 5:45PM 0 0 0 0 0 0 6 0
5:45PM lo ll:OOPM 0 0 0 0 0 0 9 0
6:00PM to 6:15PM 0 0 0 0 0 0 10 0
6:15PM lo 6:30PM 0 0 0 0 0 1 9 0
8:30PM lo 6:45PM 0 0 0 0 0 0 11 0
6:45PM to 7:00PM 0 0 0 0 0 0 10 0
7:00PM to 11:15PM 0 0 0 0 0 0 7 0
7:15PM lo 7:30PM 0 0 0 0 0 0 6 0
7:30PM to r,:45PM 0 0 0 0 0 0 7 0
7:45PM lo 8:00PM 0 0 0 0 0 0 6 0
8:00PM to 8:15PM 0 0 0 0 0 0 7 0
8:15PM to 8:30PM 0 0 0 0 0 0 5 0
8:301PM lo 8:45PM 0 0 0 0 0 0 2 0
8:45PM to 9:00PM 0 0 0 0 0 0 2 0
9:00PM lo 9:15PM 0 0 0 0 0 0 3 0
9:15PM lo 9:30PM 0 0 0 0 0 0 4 0
9:30PM to 9:45PM 0 0 0 0 0 0 1 0
9:45 PM lo 10:00PM 0 0 0 0 0 0 1 0
10:00PM lo 10:15 PM 0 0 0 0 0 1 2 0
Right Trucks
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
1 0
0 0
0 0
0 0
1 0
2 0
3 0
0 0
1 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
1 0
0 0
1 0
1 0
0 0
0 0
1 0
0 0
0 0
0 0
0 0
1 0
0 0
0 0
1 0
2 0
0 0
1 0
0 0
1 0
1 0
0 0
0 0
0 0
0 0
1 0
0 0
0 0
0 0
1 0
1 0
2 0
3 0
0 0
0 0
0 0
3 0
1 0
1 0
3 0
2 0
2 2
0 0
2 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 1
1 0
0 0
Eastbound
U-Tum Loft Thru
0 0 0
0 0 0
0 0 1
0 0 0
0 1 0
0 0 0
0 0 0
0 0 0
0 0 0
0 0 0
0 0 0
0 0 0
0 0 0
0 0 0
0 0 0
0 0 0
0 0 1
0 0 0
0 0 0
0 0 0
0 0 1
0 0 1
0 2 0
0 0 0
0 0 3
0 0 1
0 0 0
0 0 0
0 0 1
0 0 3
0 0 4
0 2 4
0 1 1
0 0 1
0 0 0
0 1 2
0 0 1
0 0 0
0 0 3
0 0 2
0 0 0
0 0 2
0 0 3
0 0 2
0 1 3
0 1 1
0 0 3
0 0 2
0 0 2
0 0 4
0 0 6
0 0 6
0 0 6
0 0 2
0 0 3
0 1 2
0 1 4
0 0 1
0 1 2
0 1 6
0 0 3
0 0 4
0 0 2
0 2 1
0 0 4
0 0 4
0 1 3
0 0 6
0 1 4
0 3 3
0 2 2
0 1 4
0 1 3
0 4 4
0 1 3
0 2 1
0 1 3
0 2 0
0 0 1
0 1 2
0 0 0
0 0 4
0 0 4
0 1 3
0 0 2
0 0 1
0 0 1
0 0 0
0 1 2
Turning Movement Report
(Vehicles)
Prepared For·
LATITUDE 36.5938
City of Reedley
17339!hS!
Reedley, CA 93654
---------------- LONGITUDE ______ _ · _;_11 cc9. 44_;_4~6 ______ _ WEATHER ________ c_te_ar ______ _
Westbound TOTALS Truck
Right Trucks U-Tum Left Thru Right Trucks Vehicles %
0 0 0 0 0 1 0 0%
0 0 0 0 0 0 0 0%
0 0 0 0 0 0 0 0%
0 0 0 0 1 0 0 0%
0 0 0 0 1 0 0 0%
0 0 0 0 0 1 0 0%
0 0 0 0 0 0 0 0%
0 0 0 0 0 0 0 0%
0 0 0 0 0 1 0 0%
0 0 0 0 0 1 0 0%
0 0 0 0 0 0 0 0%
0 0 0 0 0 0 0 0%
0 0 0 0 0 0 0 0%
0 0 0 0 0 0 0 0%
0 0 0 0 0 0 0 0%
0 0 0 0 0 0 0 0%
0 0 0 0 0 0 0 0%
0 0 0 0 0 1 0 0%
0 0 0 0 0 1 0 0%
0 0 0 0 0 1 0 0%
0 0 0 0 1 1 0 0%
0 0 0 0 4 1 0 0%
0 0 0 0 0 4 0 0%
0 0 0 0 1 4 0 0%
0 0 0 0 1 5 0 0%
0 0 0 0 2 2 0 0%
0 0 0 0 1 4 0 0%
0 0 0 0 1 4 0 0%
0 0 0 0 1 2 0 0%
0 0 0 0 2 14 0 0%
0 0 0 0 3 22 0 0%
0 0 0 0 9 20 0 0%
0 0 0 0 2 12 0 0%
0 0 0 0 2 4 0 0%
0 0 0 0 0 5 0 0%
0 0 0 0 4 11 0 0%
0 1 0 0 2 6 0 1%
0 0 0 0 1 4 0 0%
0 0 0 0 2 5 0 0%
0 0 0 0 1 4 0 0%
0 0 0 0 1 6 0 0%
0 0 0 0 2 5 0 0%
0 1 0 0 1 8 0 6%
0 0 0 0 1 7 0
0 0 0 0 1 8 0 0%
0 1 0 0 4 6 0 5%
0 0 0 0 2 8 0 0%
0 0 0 0 1 7 0 0%
0 0 0 0 1 10 0 0%
0 0 0 0 3 7 0 0%
0 0 0 0 0 5 0 0%
0 0 0 0 2 3 0 0%
0 0 0 0 3 10 0 0%
0 0 0 0 4 6 0 0%
0 0 0 0 2 1 0 0%
0 0 0 0 2 9 0
0 1 0 0 2 7 0 5%
0 0 0 0 1 6 0 0%
0 0 0 0 3 7 0 0%
0 0 0 0 1 10 0 0%
0 0 0 0 2 20 0 0%
0 0 0 0 4 11 0 0%
0 0 0 0 1 14 0 0%
0 0 0 0 2 13 1 3%
0 0 0 0 2 13 0
0 0 0 0 0 4 0 0%
0 0 0 0 2 11 0 0%
0 0 0 0 2 13 0 0%
0 0 0 0 3 9 0 0%
0 0 0 0 4 11 0 0%
0 0 0 0 5 12 0 0%
0 0 0 0 2 13 0 0%
0 0 0 0 4 14 0 0%
0 0 0 0 3 14 0 0%
0 0 0 0 3 6 0 8%
0 0 0 0 1 4 0 0%
0 0 0 0 4 8 0 0%
0 0 0 0 1 4 0 0%
0 0 0 0 2 4 0 0%
0 0 0 0 0 7 0 0%
0 0 0 0 2 5 0 0%
0 0 0 0 0 4 0 0%
0 0 0 0 2 4 0 0%
0 0 0 0 2 3 0 0%
0 0 0 0 2 1 0 0%
0 0 0 0 1 5 0 0%
0 0 0 0 2 3 0 14%
0 0 0 0 0 4 0 0%
0 0 0 0 1 0 0 0%
10:15PM to 10:30PM 0 0 0 0 0 1 2 0 0 0 0 0 0 0 0 0 0 1 1 0 0% 10:30PM to 10:45PM 0 0 0 0 0 0 3 0 2 0 0 0 2 0 0 0 0 1 1 0 0% 10:45PM to 11:00PM 0 0 0 0 0 0 1 0 0 0 0 0 0 0 0 0 0 2 2 0 0% 11 :00PM to 11:15PM 0 0 0 0 0 0 1 0 1 0 0 0 0 0 0 0 0 3 0 0 0% 11 :15PM to 1,1:30PM 0 0 0 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0% 11 :30PM to 11:45PM 0 0 0 0 0 0 2 0 0 0 0 0 0 0 0 0 0 1 0 0 0% 11 :45PM to 12:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 0 0 1 0 0 0% DAILY TOTALS 0 0 0 0 0 4 435 0 45 3 0 37 167 0 4 0 0 147 515 1 1350 1% Northbound Southbound Eutbound Westbound
PEAK HOUR U-Tum Left Thru Right Trucks U-Tum Left Thru Right Trucks U-Tum Left Thru Right Trucks U•Tum Left Thru Right Trucks Truck 0 /4 PHF
7:15AM to 8:15AM 0 0 43 0 12 0 0 16 68 0% 0.66
3:00PM to 4:00PM 64 10 0 58 1% 0.71
Time
12:00AM to
12:15AM to
12:30AM to
12:45AM to
1:00AM to
1:15AM to
1:30AM to
1:45AM to
2:00AM to
2:15AM to
2:30AM to
2:45AM to
3:00AM to
3:15AM to
3:30AM to
3:45AM to
4:00AM to
4:15AM to
4:30AM to
4:45AM to
5:00AM lo
5:15AM lo
5:30AM lo
5:45AM lo
6:00AM lo
6:15AM lo
6:30AM lo
6:45AM ID
7:00AM ID
7:15AM ID
7:30AM lo
7:45AM lo
8:00AM lo
8:15AM lo
8:30AM lo
8:45AM lo
9:00AM ID
9:15AM lo
9:30AM lo
9:45AM lo
10:00AM lo
10:15AM lo
10:30AM lo
10:45AM ID
11:00AM lo
11:15AM lo
11:30AM lo
11:45AM ID
12:00PM lo
12:15PM lo
12:30PM lo
12:45PM lo
1:00PM ID
1:15PM ID
1:30PM ID
1:45PM ID
2:00PM ID
2:15PM ID
2:30 PM ID
2:45 PM to
3:00 PM ID
3:15PM ID
3:30 PM ID
3:45 PM to
4:00 PM to
4:15PM to
4:30PM to
4:45PM to
5:00 PM to
5:15PM to
5:30 PM to
5:45 PM to
6:00 PM to
6:15PM to
[ •<rn O,affie D•" '"' ,0 ' ·~-,~ .. - '-• w anford, CA 93230 00-975-6938 Phone/Fax
MNW.metrotrafficdata.oom
LOCATION _______ E_S_t_.,@~1_5t_h_S_t _____ _
COUNTY Fresno -----------------
COLLECTION DATE ____ T_h_u_rs_da_.,y'-'-, _S_.,ep_t_em_b_e_r_2_5,'---2_0_25 ___ _ Northbound Bicycles Southbound Bicycles Eastbound Bicycles Left ThN Right Left Thru Right Left ThN Right
12:15AM 0 0 0 0 0 0 0 0 0
12:30AM 0 0 0 0 0 0 0 0 0
12:45AM 0 0 0 0 0 0 0 0 0
1:00AM 0 0 0 0 0 0 0 0 0
1:15AM 0 0 0 0 0 0 0 0 0
1:30AM 0 0 0 0 0 0 0 0 0
1:45AM 0 0 0 0 0 0 0 0 0
2:00AM 0 0 0 0 0 0 0 0 0
2:15AM 0 0 0 0 0 0 0 0 0
2:30AM 0 0 0 0 0 0 0 0 0
2:45AM 0 0 0 0 0 0 0 0 0
3:00AM 0 0 0 0 0 0 0 0 0
3:15AM 0 0 0 0 0 0 0 0 0
3:30AM 0 0 0 0 0 0 0 0 0
3:45"AM 0 0 0 0 0 0 0 0 0
l4:00AM 0 0 0 0 0 0 0 0 0
f4:15AM 0 0 0 0 0 0 0 0 0
i4:30AM 0 0 0 0 0 0 0 0 0
f4:45AM 0 0 0 0 0 0 0 0 0
5:00AM 0 0 0 0 0 0 0 0 0
5:15AM 0 0 0 0 0 0 0 0 0
5:30AM 0 0 0 0 0 0 0 0 0
5:45AM 0 0 0 0 0 0 0 0 0
6:00AM 0 0 0 0 0 0 0 0 0
6:15AM 0 0 0 0 0 0 0 0 0
6:30AM 0 0 0 0 0 0 0 0 0
6:45AM 0 0 0 0 0 0 0 0 0
7:00AM 0 0 0 1 0 0 0 0 0
7:15AM 0 0 0 0 0 0 0 0 0
7:30AM 0 0 0 0 0 0 0 0 0
7:45AM 0 0 0 0 0 0 0 0 0
B:OOAM 0 0 0 0 0 0 0 1 0
8:15AM 0 0 0 0 0 0 0 0 0
8:30AM 0 0 0 0 0 0 0 0 0
8:45AM 0 0 0 0 0 0 0 0 0
9:00AM 0 0 0 0 0 0 0 0 0
9:15AM 0 0 0 0 0 0 0 0 0
9:30AM 0 0 0 0 0 0 0 0 0
9:45AM 0 0 0 0 0 0 0 0 0
10:00AM 0 0 0 0 0 0 0 0 0
10:15AM 0 0 0 0 0 0 0 0 0
10:30AM 0 0 0 0 0 0 0 0 0
10:45AM 0 0 0 0 0 0 0 0 0
11:00AM 0 0 0 0 0 0 0 0 0
11:15AM 0 0 0 0 0 0 0 0 0
11:30AM 0 0 0 0 0 0 0 0 0
11:45AM 0 0 0 0 0 0 0 0 0
12:00PM 0 0 0 1 0 0 0 0 0
12:15PM 0 0 0 1 0 0 0 0 0
12:30PM 0 0 0 0 0 0 0 0 0
12:45PM 0 0 0 0 0 0 0 0 0
1:00PM 0 0 0 0 0 0 0 0 0
1:15PM 0 0 0 0 0 1 0 0 0
1:30PM 0 0 0 1 0 0 0 1 0
1:45PM 0 0 0 0 0 0 0 0 0
2:00PM 0 0 0 0 0 0 0 0 0
2:15PM 0 0 0 0 0 0 0 1 0
2:30 PM 0 0 0 0 0 0 0 0 0
2:45 PM 0 0 0 0 0 0 0 1 0
3:00 PM 0 0 0 0 0 0 0 0 0
3:15PM 0 0 0 0 0 0 0 0 0
3:30 PM 0 0 0 1 0 0 0 0 0
3:45'PM 0 0 0 0 0 0 0 0 0
4:00 PM 0 0 0 1 0 0 0 0 0
4:15 PM 0 0 0 0 0 0 0 0 0
4:30PM 0 0 0 0 0 0 0 0 0
4:45PM 0 0 0 0 0 0 0 0 0
5:00 PM 0 0 0 0 0 0 0 0 0
5:15PM 0 0 0 1 0 0 0 0 0
5:30 PM 0 0 0 0 0 0 0 0 0
5:45 PM 0 0 0 0 0 0 0 0 0
6:00PM 0 0 0 1 0 0 0 0 0
6:15PM 0 0 0 0 0 0 0 0 0
6:30 PM 0 0 0 0 0 0 0 0 0
Turning Movement Report
(Bicycles & Pedestrians)
Prepared For:
LATITUDE
LONGITUDE
WEATHER
36.5937884
City of Reedley
1733 9th St
Reedley, CA 93654
---------------
-119.4445909 ---------------
Clear
---------------
Westbound Bicycles Pedestrians Each Leg TOTALS
Left Thru Right South Leg North Leg West Leg East Leg Bicycles Pedestrians 0 0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 1 0
0 0 0 0 1 3 0 0 4
0 0 0 0 0 0 0 0 0
0 0 1 0 0 3 0 1 3
0 0 0 0 0 2 0 1 2
0 0 0 0 0 2 0 0 2
0 0 0 0 0 0 0 0 0
0 0 0 0 0 1 0 0 1
0 0 0 0 0 0 0 0 0
0 0 0 0 1 0 0 0 1
0 0 0 0 0 0 0 0 0
0 1 0 0 0 0 0 1 0
0 0 0 0 0 0 0 0 0
0 0 1 0 0 0 0 1 0
0 0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0
0 0 0 0 0 1 0 0 1
0 0 0 0 0 1 0 0 1
0 0 0 0 0 0 0 1 0
0 0 0 0 0 0 0 1 0
0 0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0
0 0 1 0 0 0 0 1 0
0 1 0 0 0 0 0 2 0
0 0 0 0 0 0 0 2 0
0 0 1 0 0 0 0 1 0
0 0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 1 0
0 0 0 0 0 0 0 0 0
0 1 0 0 0 2 0 2 2
0 0 0 0 0 0 0 0 0
0 0 0 0 0 4 0 0 4
0 0 0 0 0 3 0 1 3
0 0 0 0 0 2 0 0 2
0 0 0 0 0 3 0 1 3
0 0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0
0 0 0 0 0 1 0 0 1
0 0 0 0 0 1 0 0 1
0 0 0 0 0 1 0 1 1
0 0 0 0 0 2 0 0 2
0 0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 1 0
0 0 0 0 0 0 0 0 0
0 0 0 0 0 1 0 0 1
6:30 PM to 6:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 3 0 0 3
6:45 PM to 7:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
7:00 PM to 7:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2 0 0 2
7:15PM to 7:30PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
7:3DP.M to 7:45PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
7:45 PM to 8:00PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
8:00 PM to 8:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
8:15PM to 8:30PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
8:30 PM to 8:45PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
8:45 PM to 9:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
9:00 PM to 9:15PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
9:15PM to 9:30PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
9:30PM to 9:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
9:45PM to 10:00 PM 0 0 0 0 0 0 0 0 0 0 0 1 0 0 0 0 1 0
10:00PM to 10:15PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
10:15PM to 10:30PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
10:30 PM to 10:45P.M 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 10:45PM to 11:00PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
11:00PM to 11:15PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
11:15PM to 11:30PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
11:30PM to 11:45PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
11:45PM to 12:.00AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 DAILY TOTALS 0 0 0 8 0 1 0 4 0 0 3 5 0 2 38 0 21 40
Northbound Bicycles Southbound Bicycles Eastbound Bicycles Westbound Bicycles Pedestrians in each Crosswalk TOTALS I PEAK HOUR Left I Thru I Right left I Thru I Right Left I Thru I Right left I Thru I Right North cwlsouth cwl East cw I West cw Bicycles I Pedestrians I I 7:15AMI to IB:15AM 0 I 0 I 0 0 I 0 I 0 0 I 1 I 0 0 I 0 I 1 0 I 0 I 7 I 0 I 7 I 3:00 PMI to 14:00 PM 0 I 0 I 0 2 I 0 I 0 0 I 0 I 0 0 I 0 I 0 0 I 0 I 12 I 0 I 12
SYMBOLS
{I NEW STOP SIGN AND POST
INSTALL STOP SIGN (R1-1) PER
LATEST EDITION OF CA-MUTCD
EXHIBIT "A"
NOTES:
1. INSTALL REGULA TORY SIGN WITH STREET NAME PER
CITY STANDARD PLAN ST-44 AND ST-45.
2. INSTALL 12" WIDE STOP BAR IN WHITE.
3. INSTALL PAVEMENT MARKINGS "STOP" IN WHITE PER
FEDERAL STANDARDS AS SHOWN ON PLAN.
PREPARED BY: DIAGRAM OF
CITY OF REEDLEY E STREET AND 15TH STREET STOP SIGN INSTALLATION
ENGINEERING DEPARTMENT
17 33 9th STREET
REEDLEY, CA 93654
DATE:
October 23, 2025
SCALE
1" = 60'
Phone: (559)637-4200, ext. 295
Fax: (559) 637-2 139
DRAWN BY:
MM SHEET NO. 1 OF 1
1,
Attachment 5
Metro Traffic Data Inc.
310 N. Irwin Street - Suite 20
Hanford, CA 93230
800-975-6938 Phone/Fax
www.metrotrafficdata.com
LOCATION ______ C_o_lu_m_bia_ A_v_e ~@~N_o_rth_ A_v_e _____ _ COUNTY _________ Fr_es_no ________ _
COLLECTION DATE _______ T_hu_rs_d--' ay'"'", _Ma-'y_2--' 2,_2_02_5 _____ _ Northbound Southbound
lime LI-Turn Left Thru Right l'rucks LI-Turn Left Thru Rh:aht 7:00 AM· 7:15 AM 0 0 0 0 0 0 0 0 0
7:15 AM· 7:30 AM 0 0 0 0 0 0 2 0 0
7:30 AM· 7 :45 AM 0 0 0 0 0 0 17 0 2
7:45 AM· 8:00 AM 0 0 0 0 0 0 16 2 2
8:00 AM · 8:15 AM 0 0 0 0 0 0 12 1 1
8:15 AM· 8:30 AM 0 0 0 0 0 2 10 2 1
8:30 AM • 8:45 AM 0 0 0 0 0 3 7 1 1
8:45 AM • 9:00 AM 0 0 0 0 0 0 10 0 1
TOTAL 0 0 0 0 0 5 74 6 8
Northbound Southbound
Time U-Turn Left Thru Right Trucks U-Turn Left Thru Right 4:00 PM - 4:15 PM 0 0 0 2 0 0 25 0 0
4:15 PM • 4:30 PM 0 0 0 0 0 0 20 0 3
4:30 PM • 4:45 PM 0 0 0 0 0 0 21 0 0
4:45 PM • 5:00 PM 0 0 0 0 0 0 30 0 2
5:00 PM · 5:15 PM 0 0 0 0 0 0 22 1 1
5:1 5 PM · 5:30 PM 0 0 1 0 0 0 32 0 1
5:30 PM • 5:45 PM 0 0 1 0 0 0 29 2 1
5:45 PM - 6:00 PM 0 0 1 0 0 2 34 3 0
TOTAL 0 0 3 2 0 2 213 6 8
Northbound Southbound
PEAKHOUR U-Tum Left Thru Right Trucks U-Turn Left 1'hru Right 7:30 AM • 8:30 AM 0 0 0 0 0 2 55 5 6 ,. . ,..
5:00 PM -8:00IPM 0 0 3 0 0 2 117 6 3
PHli iTruck• 1
AM 0.716 0.0% PM 3
PM I
0.831 0.0% AM 6
PHF 0.25 0.5 +I 0
2 North Ave 2
0 PM AM
PHF
0 0.750
LATITUDE
Turning Movement Report
Prepared For:
36.6005
-------------------
City of Reedley
1733 9th St
Reedley, CA 93654
LONGITUDE _________ -1_19_.4_3_98 _______ _
WEATHER Clear
-------------------
Eastbound Westbound
Trucks LI-Turn Left Thru Right Trucks U-Tum Left Thru Right Trucks 0 0 0 0 0 0 0 0 1 4 0
0 0 0 1 0 0 0 0 0 13 0
0 0 1 0 0 0 0 0 0 27 0
0 0 1 1 0 0 0 0 2 27 0
0 0 0 0 0 0 0 0 3 6 0
0 0 0 1 0 0 0 0 2 7 0
0 0 1 1 0 0 0 0 1 7 0
0 0 0 2 0 0 0 1 1 11 0
0 0 3 6 0 0 0 1 10 102 0
Eastbound Westbound
Trucks U-Tum Left Thru Right Trucks U-Tum Left Thru Right Trucks 0 0 2 0 0 0 0 0 1 16 1
0 0 0 1 0 0 0 0 0 12 0
0 0 0 1 0 1 0 0 1 17 1
0 0 2 1 0 0 0 0 1 17 0
0 0 1 0 0 0 0 0 0 16 0
0 0 0 0 0 0 0 0 0 22 0
0 0 0 0 0 0 0 0 0 14 0
0 0 0 0 0 0 0 1 0 21 0
0 0 5 3 0 1 0 1 3 135 2
Eastbound Westbound
Trucks U-Turn Left Thru Right Trucks U-Tum Left Thru Right Trucks 0 0 2 2 0 0 0 0 7 67 0
0 0 1 0 0 0 0 1 0 73 0
Columbia Ave
PHF
6 117 2 0,821
5 55 2 0,85
' I+ AM PM
67 73
@ 7 0
North 0 North Ave
0 0
0.638 0.841 PHF
0 0 AM
0 3 PM
Driveway
Metro Traffic Data Inc.
310 N. Irwin Street - Suite 20
Hanford, CA 93230
800-975-6938 Phone/Fax
www.metrotrafficdata.com
LOCATION ____ C_o_lu_m_b_ia_A_v_e....;@=--N_o_rt_h _A_ve ___ _ COUNTY Fresno ----------------
COLLECTION DATE ____ _ T_h_u_rs_da __ y_, _M_a ___ y _22_,_2_0_25 ____ _ Northbound Bikes N.Leg Southbound Bikes
Time Left Thru Right DD.le Left Thru Right
7:00 AM - 7:15 AM 0 0 0 0 0 0 0
7:15 AM- 7:30 AM 0 0 0 0 0 0 0
7:30 AM - 7:45 AM 0 0 0 2 0 0 0
7:45 AM - 8:00 AM 0 0 0 0 0 0 0
8:00 AM - 8:15 AM 0 0 0 0 0 0 0
8:15 AM - 8:30 AM 0 0 0 0 0 0 0
8:30 AM - 8:45 AM 0 0 0 1 0 0 0
8:45 AM - 9:00 AM 0 0 0 0 0 0 0
TOTAL 0 0 0 3 0 0 0
Northbound Bikes N.Leg Southbound Bikes
Time Left Thru Right DD.le Left Thru Right
4:00 PM-4:15 PM 0 0 0 0 0 0 0
4:15 PM-4:30 PM 0 0 0 0 0 0 0
4:30 PM - 4:45 PM 0 0 0 0 0 0 0
4:45 PM· 5:00 PM 0 0 0 1 0 0 0
5:00 PM - 5:15 PM 0 0 0 0 0 0 0
5:15 PM - 5:30 PM 0 0 0 0 0 0 0
S:30 PM - 5:45 PM 0 0 0 0 0 0 0
5:45 PM - 6:00 PM 0 0 0 0 0 0 0
TOTAL 0 0 0 1 0 0 0
Northbound Bikes N.Leg Southbound Bikes
PEAK HOUR Left Thru Right Dn.lc Left Thru Right
7:30 AM - 8:30 AM 0 0 0 2 0 0 0
5:00 PM - 6:00 PM 0 0 0 0 0 0 0
Turning Movement Report
Prepared Fo r:
LATITUDE 36 .6005
City of Reedley
1733 9th St
Reedley, CA 93654
---------------- LONGITUDE -119.4398
WEATHER Clear
------------- ---
S.Leg Eastbound Bikes E.Leg Westbound Bikes W.Leg
DD.le Left Thru Right DD.le Left Thru Riqht Dn.lc
0 0 0 0 0 0 0 0 1
0 0 0 0 0 0 0 1 1
0 0 0 0 0 0 0 0 2
0 0 0 0 1 0 0 1 0
2 0 0 0 1 0 0 0 1
0 0 0 0 0 0 0 0 0
1 0 0 0 0 0 0 0 2
0 0 0 0 1 0 0 0 8
3 0 0 0 3 0 0 2 15
S.Leg Eastbound Bikes E.Leg Westbound Bikes W.Leg
DD.le Left Thru Right DD.le Left Thru Right DD.le
0 0 0 0 1 0 0 1 0
0 0 0 0 0 0 0 0 1
0 0 0 0 0 0 0 0 0
0 0 0 0 1 0 0 0 1
0 0 0 0 1 0 0 0 2
0 0 0 0 1 0 0 0 2
0 0 0 0 0 0 0 0 3
2 0 0 0 2 0 0 1 4
2 0 0 0 6 0 0 2 13
S.Leg Eastbound Bikes E.Leg Westbound Bikes W.Leg
Dn.le Left Thru Riqht Dn.lc Left Thru Right PDrle
2 0 0 0 2 0 0 1 3
2 0 0 0 4 0 0 1 11
Columbia Ave Bikes
AM Peak Total 1
PM Peak Total 1
Peds
9 17
" V
en
"C
<1>
Cl.
11 3
0 0
0 0
0 0
PM AM
Ped s <> ,
Peds <>
r
tr
AM
1 0
0 2
PM
1 0
0 4
" V
en
~ Cl.
Metro Traffic Data Inc.
310 N. Irwin Street - Suite 20
Hanford , CA 93230
800-975-6938 Phone/Fax
www.metrotrafficdata.com
LOCATION ____ c_o_lu_m_bi_a_A_ve_=- @ N_o_rt_h_A_ve ___ _ COUNTY Fresno ---------------
COLLECTION DATE _____ T_hu_r_sd_a~y,_M_a ___ y_2_2_, 2_0_25 ___ _
CYCLE TIME N/A
---------------
Turning Movement Report
Prepared For:
N/S STREET Columbia Ave
--------------- E/W STREET _______ N_o_rt_h _Av_e _____ _ WEATHER Clear
--------------- CONTROLTYPE ______ u_n_c_on_r_to_lle_d _____ _
COMMENTS
@
North
City of Reedley
1733 9th St
Reedley, CA 93654
STREET
SEGMENT
Metro Traffic Data Inc.
310 N. Irwin Street• Suite 20
Hanford, CA 93230
800-975-6938 Phone/Fax
www.metrotrafficdata.com
Columbia Ave
------------------ North of North Ave
- - ---------------- COLLECTION DATE ______ T_h_u_rs_da-'y'-, M_a....ay_2_2;_, 2_0_25 _____ _
NUMBER OF LANES
------------------
Northbound
Hour 1st 2nd 3rd 4th
12:00 AM 1 1 0 1
1:00AM 1 2 0 0
2:00AM 0 0 0 0
3:00AM 0 0 3 0
4:00AM 2 4 2 12
5:00AM 14 10 9 2
6:00AM 9 5 8 3
7:00AM 4 13 28 28
8:00AM 6 9 11 11
9:00AM 9 8 12 10
10:00AM 9 10 9 15
11:00AM 7 12 12 11
12:00 PM 11 15 8 13
1:00 PM 6 17 4 15
2:00 PM 15 17 17 19
3:.00 PM 20 18 17 15
4:00 PM 18 12 17 19
5:00 PM 17 23 15 24
6:00 PM 18 14 15 13
7:00 PM 12 19 28 23
8:00 PM 27 27 6 5
9:00 PM 5 12 4 6
10:00 PM 16 12 2 3
11:00 PM 6 1 2
Total 46.0%
AM% 27.3% AM Peak 139
PM% 72.7% PM Peak 218
~ Northbound
~ Soutrbound
140
120
100
80 60
40 20
0 LATITUDE
LONGITUDE
WEATHER
24 Hour Count Report
Prepared For: City of Reedley
1733 9th St
Reedley, CA 93654
36.6005352
- -------------- -119.4398 14
- -------------- Clear
Southbound
Total 1st 2nd 3rd 4th Total
3 0 2 4 1 7
3 0 1 2 0 3
0 1 0 1 0 2
3 0 1 1 0 2
20 0 2 2 9 13
35 5 3 9 2 19
25 2 3 4 2 11
73 0 2 19 20 41
37 14 15 12 11 52
39 4 7 3 8 22
43 8 6 10 15 39
42 7 14 7 16 44
47 13 14 11 24 62
42 9 16 11 17 53
68 23 16 31 22 92
70 25 36 34 12 107
66 25 23 21 32 101
79 24 33 32 39 128
60 34 29 14 25 102
82 19 17 23 32 91
65 20 15 11 22 68
27 12 16 12 12 52
33 8 1 4 6 19
10 5 2 3 2 12
972 54.0% 1142
2114
7:30 am to 8:30 am AM P.H.F. 0.72
5:15 pm to 6:15 pm PM P.H .F. 0.87
,t .,.~ ,t ,t ,t .,.~ q~ q~ q~ q~ q~ q~ _r:::,r::; _r:::,r::; _r:::,r::; _r:::,r::; _r:::,r::; _r:::,r::; _r:::,r::; _r:::,r::; _r:::,r::; _r:::,r::; _r:::,r::; _r:::,r::; ..._'"L,· '"L,· ~- <o· <o · ..._r::;- ..._'"L,· '"L,· ~- <o · 'o· ..._r::;- Time Period
Metro Traffic Data Inc.
310 N. Irwin Street - Suite 20
Hanford, CA 93230
800-975-6938 Phone/Fax
www. metrotra flied ala. com
STREET ________ D_n_·v_ew_ a~y ______ _
SEGMENT South of North Ave
COLLECTION DATE ______ T_h_ur_sd_a~y_, M_a~y_2_2,_2_02_5 ____ _
NUMBER OF LANES -----------------
Northbound
Hour 1st 2nd 3rd 4th
12:00AM 0 0 0 0
1:00AM 0 0 0 0
2:00AM 0 0 0 0
3:00AM 0 0 0 0
4:00AM 0 0 0 0
5:00AM 0 0 0 0
6:00AM 0 0 0 0
7:00AM 0 0 0 0
8:00AM 0 0 0 0
9:00AM 0 0 0 0
10:00AM 1 0 0 1
11:00AM 0 0 1 0
12:00 PM 1 1 0 0
1:00 PM 2 1 0 0
2:00 PM 1 0 1 1
3:00 PM 0 0 1 0
4:00 PM 2 0 0 0
5:00 PM 0 1 1
6:00 PM 1 0 1
7:00 PM 0 1 6 1
8:00 PM 4 2 0 0
9:00 PM 1 2 0 0
10:00 PM 5 2 0 0
11:00 PM 0 0 1 0
Total 45.9%
AM¾ 20.4% AM Peak 6
PM¾ 79.6% PM Peak 20
~ Northbound
_.,_ Soul!"t:lound
14 12
10 0
LATITUDE
LONGITUDE
WEATHER
24 Hour Count Report
Prepared For: City of Reedley
1733 9th St
Reedley, CA 93654
36 .6005352
--------------- -119.439814
--------------- Clear
---------------
Southbound
Total 1st 2nd 3rd 4th Total
0 0 0 0 0 0
0 0 0 0 0 0
0 0 0 0 0 0
0 0 0 0 0 0
0 0 0 0 0 0
0 0 0 0 0 0
0 0 1 0 0 1
0 0 0 0 2 2
0 1 2 1 1 5
0 1 1 0 3 5
2 0 0 2 0 2
1 0 1 0 1 2
2 0 1 0 1 2
3 0 0 1 1 2
3 1 0 1 2 4
1 1 0 0 0 1
2 0 0 0 0 0
3 1 0 2 4 7
3 2 1 3 1 7
8 7 3 1 1 12
6 0 0 0 0 0
3 0 1 0 0 1
7 0 0 0 0 0
1 0 0 0 0 0
45 54.1% 53
98 7:45 am to 8:45 am AM P.H.F. 0.75
7:00 pm to 8:00 pm PM P.H.F. 0.71
~ ~ ~ ~ ~ ~ Q_~ Q_~ Q_~ Q_~ Q_~ Q_~
_r:::,<:o _r:::,<:o _r:::,<:o _r:::,<:o _r:::,<::i _r:::,<::i _r:::,<:o _,;;:,<::i _r:::,<::i _r:::,<::i _,;;:,<:o _,;;:,<:o ..,_'l,· 'l,· t,.· <o· <o · ..,_'l,· 'l,· t,.· <o· 'l:,· ..,_r:::, ..,_<:o· Time Period
STREET
SEGMENT
COLLECTION DATE
NUMBER OF LANES
Metro Traffic Data Inc.
310 N. Irwin Street - Suite 20
Hanford, CA 93230
800-975-6938 Phone/Fax
www.metrotrafficdata.com
North Ave
------- -----------
East of Columbia Ave
------------------ Thursday, May 22, 2025
------- - - ---------
Eastbound
Hour 1st 2nd 3rd 4th
12:00 AM 0 2 4 1
1:00AM 0 1 2 0
2:00AM 1 0 1 0
3:00AM 0 1 1 0
4:00AM 0 2 2 9
5:00AM 5 3 9 2
6:00AM 2 3 4 2
7:00AM 0 3 17 17
8:00AM 12 11 8 12
9:00AM 4 7 2 7
10:00AM 6 6 7 14
11:00AM 5 13 9 14
12:00 PM 11 13 10 18
1:00 PM 10 15 11 18
2:00 PM 21 16 29 21
3:00 PM 25 36 33 12
4:00PM 27 21 22 31
5:00 PM 22 32 29 34
6:00 PM 32 28 13 24
7:00 PM 13 15 23 30
8:00 PM 20 16 11 22
9:00 PM 13 18 12 12
10:00 PM 9 1 4 6
11:00 PM 5 2 3 2
Total 54.0%
AM¾ 27.4% AM Peak 131
PM¾ 72.6% PM Peak 202
--4-- Eastbound
~ Westbound
140
120
100
80 60
40 20
0 LATITUDE
LONGITUDE
WEATHER
24 Hour Count Report
Prepa red For· City of Reedley
1733 9th St
Reedley, CA 93654
36 .6005352
--------------- -119.439814
---------------
Clear
--- --- ---------
Westbound
Total 1st 2nd 3rd 4th Total
7 1 1 0 1 3
3 1 2 0 0 3
2 0 0 0 0 0
2 0 0 3 0 3
13 2 4 2 12 20
19 14 10 9 2 35
11 9 6 7 2 24
37 5 13 27 29 74
43 9 9 8 13 39
20 8 8 12 12 40
33 6 10 9 13 38
41 8 10 12 10 40
52 8 11 8 10 37
54 4 16 6 16 42
87 14 14 15 18 61
106 19 17 18 15 69
101 17 12 18 18 65
117 16 22 14 22 74
97 17 13 17 12 59
81 13 19 22 21 75
69 23 25 6 5 59
55 5 13 4 6 28
20 11 10 2 3 26
12 6 1 1 1 9
1082 46.0% 923
2005
7:30 am to 8:30 am AM P.H.F. 0.71
5:15 pm to 6:15 pm PM P.H.F. 0.90
,t ,t ,t ,t ,t ,t q~ q~ q~ q~ q~ q~ _<::,<::, _<::,<::, _<::,<::, _<::,<::, _<::,<::, _<::,<::, _<::,<::, _<::,<::, _<::,<::, _<::,<::, _<::,<::, _<::,<::, ,..,. ..,. I),· <o· 'b· .,_<::, · ,.., . ..,. I),· <o· 'b· .,_<::, · Time Period
Metro Traffic Data Inc.
310 N. Irwin Street - Suite 20
Hanford, CA 93230
800-975-6938 Phone/Fa x
www.metrotrafficd ata.com
STREET ________ N_o_rt_h _Av_e _______ _
SEGMENT West of Columbia Ave -------------------
COLLECTION DATE _______ Th_u_rs_da~y_, M_a~y_2_2 ,_2_02_5 _____ _
NUMBER OF LANES -------------------
Eastbound
Hour 1st 2nd 3rd 4th
12:00AM 0 0 0 0
1:00AM 0 0 0 0
2:00AM 0 0 0 0
3:00AM 0 0 0 0
4:00AM 0 0 0 0
5:00AM 0 0 0 0
6:00AM 0 0 1 1
7:00AM 0 1 1 2
8:00AM 0 1 2 2
9:00AM 4 1 0 1
10:00AM 0 1 4
11:00AM 2 4 5 2
12:00 PM 2 6 2 7
1:00 PM 1 3 0 2
2:00 PM 2 5 1 1
3:00 PM 2 2 1 0
4:00 PM 2 1 1 3
5:00 PM 1 0 0 0
6:00 PM 1 0 0 0
7:00 PM 0 0 1 1
8:00 PM 0 2 0 0
9:00 PM 0 0 0 0
10:00 PM 2 0 0 0
11:00 PM 0 0 0 0
Total 49.2%
AM¾ 43.6% AM Peak 30
PM¾ 56.4% PM Peak 34
--+-- Eastbound
18 16
14 12
10 0
Total
0 0
0 0
0 0
2 4
5 6
6 13
17 6
9 5
7 1
2 2
0 2
0 88
179
LATITUDE
24 Hour Count Report
Prepared For: City of Reedley
1733 9th St
Reedley, CA 93654
36.6005352
--------------- LONGITUDE -119.439814
--------------- WEATHER _______ c_Ie_ar ______ _
Westbound
1st 2nd 3rd 4th Total
0 0 0 0 0
0 0 0 0 0
0 0 0 0 0
0 0 0 0 0
0 0 0 0 0
0 0 0 0 0
0 0 0 0 0
1 0 2 4 7
4 3 2 2 11
2 0 1 1 4
0 1 2 4 7
5 2 4 2 13
2 3 3 9 17
0 4 1 1 6
3 2 1 0 6
0 1 4 0 5
1 3 1 3 8
1 1 1 0 3
1 0 0 0
0 0 0 1
0 1 0 0
0 0 0 0 0
1 0 0 0
0 0 0 0 0
50.8% 91
10:45 am to 11 :45 am AM P.H.F. 0.83
12:00 pm to 1 :00 pm PM P.H.F. 0.53
.<:>"'
,t 1?<:, ,t ti,,<:,<:,
,t ,,i ,t
'1l '?-~ _r::,r::, ,t <?.~ .<:,<:,
<?.~
,-l <?.~ <:,<:,
<?.~
c,?r::,
<?.~
'1?<:,
<?.~
..,_'1,· ..,_<:; · ..,_'1,· \),· ..,_r;:,'?
Time Period
Metro Traffic Data Inc.
Hanford,CA93230
800-975-6938 Phone/Fax
www.me1ro1rafficdata.com
LOCATION ______ c_ c1_um_ b_ia _A""-'-@"'---'No'-nh_ A__.c ve ____ _ COUNTY Fresno ---------------- COLLECT 10 N DATE ______ Th_ u_csda_ y'-'-, M_ a-'-- y2_2.'-20_2_5 ____ _ Northbound Southbound
Time t.J..Tum Loft Thru Right Trucks U-Tum Left Thru Right Trucks 12:00AM to 12:15AM 0 0 0 0 0 0 0 0 0 0
12:15AM to . 12:30AM 0 0 0 0 0 0 2 0 0 0
12:30AM to 12:45AM 0 0 0 0 0 0 4 0 0 0
12:45AM to 1:00AM 0 0 0 0 0 0 1 0 0 0
1:00AM to 1:15AM 0 0 0 0 0 0 0 0 0 0
1:15AM to 1:30AM 0 0 0 0 0 0 1 0 0 0
1:30AM to 1:45AM 0 0 0 0 0 0 2 0 0 0
1:45AM to 2:00AM 0 0 0 0 0 0 0 0 0 0
2:00AM to 2:15AM 0 0 0 0 0 0 1 0 0 0
2:15AM to 2 :30AM 0 0 0 0 0 0 0 0 0 0
2:30AM to 2 :45AM 0 0 0 0 0 0 1 0 0 0
2:45AM to 3:00AM 0 0 0 0 0 0 0 0 0 0
3:00AM to 3:15AM 0 0 0 0 0 0 0 0 0 0
3 :15AM to 3:30AM 0 0 0 0 0 0 1 0 0 0
3:30AM to 3:45AM 0 0 0 0 0 0 1 0 0 0
3:45AM to :OOAM 0 0 0 0 0 0 0 0 0 0
4.00AM to 4:15AM 0 0 0 0 0 0 0 0 0 0
4;15AM to 4:30AM 0 0 0 0 0 0 2 0 0 0
4:30AM to 4:45AM 0 0 0 0 0 0 2 0 0 0
4:45AM to 5:00AM 0 0 0 0 0 0 9 0 0 0
5:00AM to 5:15AM 0 0 0 0 0 0 5 0 0 0
5'15AM to 5:30AM 0 0 0 0 0 0 3 0 0 0
5'30AM to 5:45AM 0 0 0 0 0 0 9 0 0 0
5:45AM to 6:00AM 0 0 0 0 0 0 2 0 0 0
8 :00AM to 6 :15AM 0 0 0 0 0 0 2 0 0 0
8:15AM to :30AM 0 0 0 0 0 0 J 0 0 0
8:30AM to ~ :45AM 0 0 0 0 0 0 4 0 0 0
8:45AM to 7:00AM 0 0 0 0 0 0 2 0 0 0
7 :00AM to 7:15AM 0 0 0 0 0 0 0 0 0 0
7 :15AM to 11:30AM 0 0 0 0 0 0 2 0 0 0
7:30AM to 17:45AN 0 0 0 0 0 0 17 0 2 0
7:45AM to 8:00AM 0 0 0 0 0 0 16 2 2 0
8:00AM to 8:15AM 0 0 0 0 0 0 12 1 1 0
8:15AM to 8:30AM 0 0 0 0 0 2 10 2 1 0
8:30AM to 8:45AM 0 0 0 0 0 J 7 1 1 0
8:45AM to 9 :00AM 0 0 0 0 0 0 10 0 1 0
9:00AM to 9 :15AM 0 0 0 0 0 0 2 1 1 0
9:15AM to 9:30AM 0 0 0 0 0 0 6 1 0 0
9:30AM to 9:45AM 0 0 0 0 0 0 2 0 1 0
9 :45AM to 10:00AM 0 0 0 0 0 0 6 1 1 0
10:00AM to 10:15AM 0 0 1 0 0 2 6 0 0 0
10:15AM to 10:30AM 0 0 0 0 0 0 6 0 0 0
10:30AM to 10:45AM 0 0 0 0 0 0 7 1 2 0
10:45AM to 11:00AM 0 0 1 0 0 0 12 0 J 0
11:00AM to 11:15AM 0 0 0 0 0 0 4 0 J 0
11:15AM to 11:30AM 0 0 0 0 0 0 12 0 2 1
11:30AM to 11:45AM 0 0 1 0 0 0 6 0 1 0
11 :45AM to ~2.'0DPM 0 0 0 0 0 0 14 0 2 0
12:00PM to 12:15PM 0 0 1 0 0 0 11 0 2 1
12:15PM to 12:30PM 0 0 1 0 0 0 11 1 2 0
12:30PM to 12:45PM 0 0 0 0 0 0 9 0 2 0
12:45PM to 1:00PM 0 0 0 0 0 0 17 1 6 0
1:00PM to 1:15PM 0 0 2 0 0 0 9 0 0 0
1:15PM to 1:38PM 0 0 1 0 0 0 13 0 J 0
1:30PM to 1:45PM 0 0 0 0 0 0 10 0 1 1
1:45PM to 2:00PM 0 0 0 0 0 0 17 0 0 0
2:00PM to 2:15PM 0 0 1 0 0 0 20 1 2 0
2:15PM to 2:30PM 0 0 0 0 0 1 14 0 1 0
2:30PM to 2 :45PM 0 0 1 0 0 0 29 1 1 1
2:45PM to 3:00PM 0 0 1 0 0 1 21 0 0 0
3:00PM to 3:15PM 0 0 0 0 0 0 24 1 0 0
3:15PM to 3:30PM 0 0 0 0 0 0 35 0 1 0
3:30PM to 3:45PM 0 0 1 0 0 0 32 0 2 0
3 :45PM to 4 :00PM 0 0 0 0 0 0 12 0 0 0
4:00PM to 4 :15PM 0 0 0 2 0 0 25 0 0 0
4:15PM to 4:30PM 0 0 0 0 0 0 20 0 J 0
4:30PM to 4:45PM 0 0 0 0 0 0 21 0 0 0
4:.tSPM to 5:00PM 0 0 0 0 0 0 JO 0 2 0
5:00PM to 5:15PM 0 0 0 0 0 0 22 1 1 0
5:15PM to 5:30PM 0 0 1 0 0 0 32 0 1 0
5:30PM to 5:45PM 0 0 1 0 0 0 29 2 1 0
5:.tSPM to 6:00PM 0 0 1 0 0 2 34 J 0 0
6:00PM to 6:15PM 0 0 1 0 0 0 32 2 0 0
6:15PM to 6:30PM 0 0 1 0 0 1 27 1 0 0
6:30PM to 6:45PM 0 0 0 0 0 0 13 1 0 0
6:45PM to 7:00PM 0 0 1 0 0 0 24 1 0 0
7:00PM to 7:15PM 0 0 0 0 0 0 13 6 0 0
7:15PM to 7:30PM 0 0 1 0 0 0 15 2 0 0
7 :30PM to 11:45PM 0 0 5 1 0 0 22 1 0 0
7:.tSPM to 8 :00PM 0 0 1 0 0 0 JO 1 1 0
8:00PM to 8:15PM 0 0 4 0 0 0 20 0 0 0
6:15PM to 8:30 PM 0 0 2 0 0 0 14 0 1 0
6:30PM to 6:45 PM 0 0 0 0 0 0 11 0 0 0
6:45PM lo 9:00PM 0 0 0 0 0 0 22 0 0 0
9:00PM to 9:15PM 0 0 0 1 0 0 12 0 0 0
9:15PM lo 9:30PM 0 0 0 2 0 0 16 0 0 0
9:30PM lo 9:45PM 0 0 0 0 0 0 12 0 0 0
9:45PM to 10:00PM 0 0 0 0 0 0 12 0 0 0
10:00PM lo 10:15PM 0 0 4 1 0 0 8 0 0 0
10:15PM to 10:30PM 0 0 2 0 0 0 1 0 0 0
10:30PM to 10:45PM 0 0 0 0 0 0 4 0 0 0
Eastbound
LI-Tum Left Thru
0 0 0
0 0 0
0 0 0
0 0 0
0 0 0
0 0 0
0 0 0
0 0 0
0 0 0
0 0 0
0 0 0
0 0 0
0 0 0
0 0 0
0 0 0
0 0 0
0 0 0
0 0 0
0 0 0
0 0 0
0 0 0
0 0 0
0 0 0
0 0 0
0 0 0
0 0 0
0 1 0
0 1 0
0 0 0
0 0 1
0 1 0
0 1 1
0 0 0
0 0 1
0 1 1
0 0 2
0 2 2
0 0 1
0 0 0
0 0 1
0 0 0
0 1 0
0 1 0
0 2 2
0 1 1
0 2 1
0 2 J
0 2 0
0 2 0
0 4 2
0 1 1
0 6 1
0 0 1
0 1 2
0 0 0
0 1 1
0 1 1
0 J 2
0 1 0
0 1 0
0 1 1
0 1 1
0 0 1
0 0 0
0 2 0
0 0 1
0 0 1
0 2 1
0 1 0
0 0 0
0 0 0
0 0 0
0 1 0
0 0 0
0 0 0
0 0 0
0 0 0
0 0 0
0 1 0
0 1 0
0 0 0
0 0 2
0 0 0
0 0 0
0 0 0
0 0 0
0 0 0
0 0 0
1 1 0
0 0 0
0 0 0
Turning Movement Report
(Vehicles)
Prepared For:
City of Reedley
1733 9!hS!
Reedley,CA 93654
LATITUDE _______ J6_ ._600_ 5 ______ _
LONGITUDE _______ -1-'19_.43'-'9-'- 8 _____ _
WEATHER _______ ....cC..c.c lea_, ______ _
Westbound TOTALS Truck
Right Trucks U-Turn Left Thru Right Trucks Vohlc los o/o 0 0 0 0 0 1 0 0%
0 0 0 0 0 1 0 0%
0 0 0 0 0 0 0 0%
0 0 0 0 0 1 0 0%
0 0 0 0 0 1 0 0%
0 0 0 0 0 2 0 0%
0 0 0 0 0 0 0 0%
0 0 0 0 0 0 0 0%
0 0 0 0 0 0 0 0%
0 0 0 0 0 0 0 0%
0 0 0 0 0 0 0 0%
0 0 0 0 0 0 0 0%
0 0 0 0 0 0 0 0%
0 0 0 0 0 0 0 0%
0 0 0 0 0 J 0 0%
0 0 0 0 0 0 0 0%
0 0 0 0 0 2 0 0%
0 0 0 0 0 4 0 0%
0 0 0 0 0 2 0 0%
0 0 0 0 0 12 0 0%
0 0 0 0 0 14 0 0%
0 0 0 0 0 10 0 0%
0 0 0 0 0 9 0 0%
0 0 0 0 0 2 0 0%
0 0 0 0 0 9 1 9%
0 0 0 1 0 5 0 0%
0 0 0 0 0 7 1 12 8%
0 0 0 0 0 2 0 0%
0 0 0 0 1 4 0 0%
0 0 0 0 0 13 0 0%
0 0 0 0 0 27 0 0%
0 0 0 0 2 27 0 0%
0 0 0 0 J 6 0 0%
0 0 0 0 2 7 0 0%
0 0 0 0 1 7 0 0%
0 0 0 1 1 11 0 0%
0 0 0 0 1 7 0 0%
0 0 0 0 0 8 1 6%
0 0 0 0 0 12 1 7%
0 0 0 2 0 10 0 0%
0 0 0 0 0 6 0 0%
0 0 0 0 1 9 0 0%
0 0 0 1 0 8 1 5%
0 0 0 0 1 12 0 0%
0 0 0 0 2 6 0 17 0%
1 0 0 0 0 10 0 4%
0 0 0 0 J 9 0 0%
0 0 0 1 0 9 0 0%
0 0 0 0 0 8 0 4%
0 0 0 0 1 10 0 0%
0 0 0 0 1 7 0 0%
0 0 0 0 J 7 0 0%
0 0 0 0 0 4 0 0%
0 0 0 0 1 15 0 0%
0 0 1 1 0 4 0 6%
0 0 0 1 1 14 1 3%
0 0 0 0 1 13 0 0%
0 0 0 0 1 13 0 0%
0 0 0 0 0 15 1 4%
0 0 0 2 0 16 0 0%
0 0 0 0 0 19 0 0%
0 0 0 0 0 17 0 0%
0 0 0 0 2 16 0 0%
0 0 0 0 0 15 0 0%
0 0 0 0 1 16 1 2%
0 0 0 0 0 12 0 0%
0 1 0 0 1 17 1 5%
0 0 0 0 1 17 0 0%
0 0 0 0 0 16 0 0%
0 0 0 0 0 22 0 0%
0 0 0 0 0 14 0 0%
0 0 0 1 0 21 0 0%
0 0 0 0 1 16 0 0%
0 0 1 0 0 12 0 0%
0 0 0 2 0 15 0 31 0%
0 0 0 0 0 12 0 0%
0 0 0 1 0 12 0 0%
0 0 0 1 0 18 0 0%
0 0 0 0 0 22 0 0%
0 0 0 0 0 21 0 0%
0 0 0 0 0 23 0 0%
0 0 0 0 0 25 0 0%
0 0 0 0 0 6 0 0%
0 0 0 0 0 5 0 0%
0 0 0 0 0 5 0 0%
0 0 0 1 0 12 0 0%
0 0 0 0 0 4 0 0%
0 0 0 0 0 6 0 0%
0 0 0 0 0 11 0 0%
0 0 0 0 0 10 0 0%
0 0 0 0 0 2 0 0%
10:45PM to 11:00PM 0 0 0 0 0 0 6 0 0 0 0 0 0 0 0 0 0 0 3 0 0% 11 :00PM to 11:15PM 0 0 0 0 0 0 5 0 0 0 0 0 0 0 0 0 0 0 6 0 0% 11:15PM to 11 :30PM 0 0 0 0 0 0 2 0 0 0 0 0 0 0 0 0 0 0 1 0 0% 11 :30PM to 11:45PM 0 0 1 0 0 0 3 0 0 0 0 0 0 0 0 0 0 0 1 0 0% 11 :45PM to 12:00AM 0 0 0 0 0 0 2 0 0 0 0 0 0 0 0 0 0 0 1 0 0% DAILY TOTALS 0 0 38 7 0 12 1037 36 57 4 1 50 36 1 1 2 16 33 872 9 2198 1°1.
Wostbound
PEAK HOUR U-Tum Loft Thru Rlght Trucks U-Tum Left Thru RJght Trucks U-Tum Left Thru Right Trucks U-Tum Left Thru Right Trucks Truck % PHF 7:45 AM to 8:45 AM 0 45 5 0 0 0 47 0% 0.59
5:45 PM to 6:45 PM 0 106 64 0% 0.76
Time
12:00AM to
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2:30AM to
2:45AM to
3:00AM to
3:15AM to
3:30AM to
3:45AM to
4:00AM to
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5:45AM to
6:00AM to
6:15/W to
6:30/W to
6:45AM to
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7:30AM to
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8:00AM to
8:15AM to
8:30/W to
8:45AM to
9:00AM to
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etro Traffic Data Inc.
10 N. Irwin Street- Suite 20
anford , CA 93230
00-975-6938 Phone/Fax
rww.metrotrafficda ta.com
LOCATION _____ C_ol_u_m_b_ia_A_v_e....;@"'-N_o_rt_h_A_v_e ___ _ COUNTY Fresno ------------------ COLLECTION DATE ______ T_hu_r_sd_a-'y-'-, _M_a.,_y_2_2,'-2_0_2_5 ____ _ Northbound Bicycles Southbound Bicycles Eastbound Bicycles Left Thru Right Left Thru Right Left Thru Right
12:15AM 0 0 0 0 0 0 0 0 0
12:30AM 0 0 0 0 0 0 0 0 0
12:45AM 0 0 0 0 0 0 0 0 0
1:00AM 0 0 0 0 0 0 0 0 0
1:15AM 0 0 0 0 0 0 0 0 0
1:30AM 0 0 0 0 0 0 0 0 0
1:45AM 0 0 0 0 0 0 0 0 0
2:00AM 0 0 0 0 0 0 0 0 0
2:15AM 0 0 0 0 0 0 0 0 0
2:30AM 0 0 0 0 0 0 0 0 0
2:45AM 0 0 0 0 0 0 0 0 0
3:00AM 0 0 0 0 0 0 0 0 0
3:15AM 0 0 0 0 0 0 0 0 0
3:30AM 0 0 0 0 0 0 0 0 0
3:45AM 0 0 0 0 0 0 0 0 0
4:00/W 0 0 0 0 0 0 0 0 0
4:15AM 0 0 0 0 0 0 0 0 0
4:30AM 0 0 0 0 0 0 0 0 0
4:45AM 0 0 0 0 0 0 0 0 0
5:00AM 0 0 0 0 0 0 0 0 0
5:15/W 0 0 0 0 0 0 0 0 0
5:30AM 0 0 0 0 0 0 0 0 0
5:45/W 0 0 0 0 0 0 0 0 0
6:00AM 0 0 0 0 0 0 0 0 0
6:15AM 0 0 0 0 0 0 0 0 0
6:30AM 0 0 0 0 0 0 0 0 0
6:45AM 0 0 0 0 0 0 0 0 0
7:00AM 0 0 0 0 0 0 0 0 0
7:15AM 0 0 0 0 0 0 0 0 0
7:30AM 0 0 0 0 0 0 0 0 0
7:45AM 0 0 0 0 0 0 0 0 0
8:00AM 0 0 0 0 0 0 0 0 0
8:15AM 0 0 0 0 0 0 0 0 0
8:30AM 0 0 0 0 0 0 0 0 0
8:45AM 0 0 0 0 0 0 0 0 0
9:00AM 0 0 0 0 0 0 0 0 0
9:15AM 0 0 0 0 0 0 0 0 0
9:30AM 0 0 0 0 0 0 0 0 0
9:45AM 0 0 0 0 0 0 0 0 0
10:00AM 0 0 0 0 0 0 0 0 0
10:15AM 0 0 0 0 0 0 0 0 0
10:30AM 0 0 0 0 0 0 0 0 0
10:45AM 0 0 0 0 0 0 0 0 0
11 :00AM 0 0 0 0 0 0 0 0 0
11 :fSAM 0 0 0 0 0 0 0 0 0
11:30AM 0 0 0 0 0 0 0 0 0
11:45AM 0 0 0 0 0 0 0 0 0
12:00PM 0 0 0 0 0 0 0 0 0
12:15PM 0 0 0 0 0 0 0 0 0
12:30PM 0 0 0 0 0 0 0 0 0
12:45 PM 0 0 0 0 0 0 0 0 0
1:00PM 0 0 0 0 0 0 0 0 0
1:15PM 0 0 0 0 0 0 0 0 0
1:30PM 0 0 0 0 0 0 0 0 0
1:45PM 0 0 0 0 0 0 0 0 0
2:00PM 0 0 0 0 0 0 0 0 0
2:15PM 0 0 0 0 0 0 0 0 0
2:30 PM 0 0 0 0 0 0 0 0 0
2:45PM 0 0 0 0 0 0 0 0 0
3:00 PM 0 0 0 0 0 0 0 0 0
3:15PM 0 0 0 1 0 0 0 0 0
3:30 PM 0 0 0 0 0 0 0 0 0
3:45 PM 0 0 0 1 0 0 0 0 0
4:00 PM 0 0 0 0 0 0 0 0 0
4:15PM 0 0 0 0 0 0 0 0 0
4:30PM 0 0 0 0 0 0 0 0 0
4:45PM 0 0 0 0 0 0 0 0 0
5:00 PM 0 0 0 0 0 0 0 0 0
Turning Movement Report
(Bicycles & Pedestrians)
Prepared For:
LATITUDE 36.6005352
City of Reedle y
1733 9th St
Reedley, CA 93654
---------------- LONGITUDE _______ -_1_19_.4_39_8_14 ______ _ WEATHER Clea r - ---------------
Westbound Bicycles Pedestrians Each Leg TOTALS
Left Thru Right South Leg North Leg West leg East Leg Bicycles Pedestrians 0 0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0
0 0 0 0 0 1 0 0 1
0 0 0 0 0 0 0 0 0
0 0 0 0 0 2 0 0 2
0 0 0 1 0 0 0 0 1
0 0 0 0 0 1 0 0 1
0 0 1 0 0 1 0 1 1
0 0 0 0 2 2 0 0 4
0 0 1 0 0 0 1 1 1
0 0 0 2 0 1 1 0 4
0 0 0 0 0 0 0 0 0
0 0 0 1 1 2 0 0 4
0 0 0 0 0 8 1 0 9
0 0 0 0 0 1 0 0 1
0 0 0 0 0 0 0 0 0
0 0 0 0 0 3 0 0 3
0 0 0 0 0 1 0 0 1
0 0 0 1 0 2 0 0 3
0 0 0 0 0 0 0 0 0
0 0 0 0 0 2 0 0 2
0 0 0 1 0 0 0 0 1
0 0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0
0 0 0 2 0 3 0 0 5
0 0 0 5 0 5 0 0 10
0 0 0 2 0 1 0 0 3
0 0 0 7 0 4 4 0 15
0 0 0 3 0 0 0 0 3
0 0 0 3 0 6 0 0 9
0 0 0 1 0 0 0 0 1
0 0 0 1 0 0 0 0 1
0 0 0 1 0 0 0 0 1
0 0 0 0 0 2 0 0 2
0 0 0 2 0 4 1 0 7
0 0 0 2 0 1 0 0 3
0 0 0 1 0 1 0 1 2
0 0 0 0 0 1 0 0 1
0 0 0 3 0 1 2 1 6
0 0 0 2 0 1 0 0 3
0 0 1 0 0 0 1 1 1
0 0 0 0 0 1 0 0 1
0 0 0 0 0 0 0 0 0
0 0 0 0 1 1 1 0 3
5·:oOPM to 5:15PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2 1 0 3
5:15 PM to 5:30PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2 1 0 3
5:30PM to 5:45PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 3 0 0 3
5:45PM to 6:00PM 0 0 0 0 0 0 0 0 0 0 0 1 2 0 4 2 1 8
6:00PM to 6:15PM 0 0 0 0 0 0 0 0 0 0 0 1 0 0 0 1 1 1
6:1 5PM to 6:30PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 1
6:30PM to 6:45PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2 0 0 2
6:45PM to 7:00PM 0 0 0 0 0 0 0 0 0 0 0 0 2 0 1 0 0 3
7:00PM to 7:15PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2 1 0 3
7:15PM to 7:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 11 0 12 7:30PM to 7:45PM 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 2 1 2
7:45PM to 8:00PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2 0 0 2
8:00PM to 8:15PM 0 0 0 0 0 0 0 0 0 1 0 1 1 0 0 1 2 2
8:15PM to 8:30PM 0 0 0 0 0 0 0 0 0 0 0 0 3 0 2 2 0 7
8:30PM to B:45PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
8:45PM to 9:00PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
9:00PM to 9:15PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
9:15PM to 9:30PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
9:30PM to 9:45PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
9:45PM to 10:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
10:00PM to 10:15PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
10:15 PM to 10:30PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 10:30PM to 10:45PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
10:45PM to 11 :00PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 11:00PM to 11:15PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
11 :15PM to 11:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 11 :30PM to 1~:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 11 :45PM to ~2:00AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 DAILY TOTALS 0 0 0 3 0 0 0 0 0 1 0 6 49 4 80 35 10 168
Norttibound Bicycles Southbound Bicycles Eastbound Bicycles Westbound Bicycles Pedestrians in each Crosswalk TOTALS I PEAK HOUR Left I Thru I Right Left I Thru I Right Left I Thru I Right Left I Thru I Right North cwl South cwl East CW I West CW Bicycles !Pedestrians I 7:45AMI to IB:45AM 0 I 0 I 0 0 I 0 I 0 0 I 0 I 0 0 I 0 I 1 3 I 1 I 3 I 2 1 I 9 I 5:45 PMI to l&:45 PM 0 I 0 I 0 0 I 0 I 0 0 I 0 I 0 0 I 0 I 2 2 I 0 I 6 I 4 2 I 12 EXHIBIT "A"
SYMBOLS NOTES:
<l NEW STOP SIGN AND POST
PREPARED BY:
INSTALL STOP SIGN (R1-1) PER
LATEST EDITION OF CA-MUTCD
CITY OF REEDLEY
ENGINEERING DEPARTMENT
1733 9th STREET
REEDLEY, CA 93654
Phone: (559)637-4200, ext. 295
Fax : (559)637-2139
1. INSTALL REGULA TORY SIGN WITH STREET NAME PER
CITY STANDARD PLAN ST-44 AND ST-45.
2. INSTALL 12" WIDE STOP BAR IN WHITE.
3. INSTALL PAVEMENT MARKINGS "STOP" IN WHITE PER
FEDERAL STANDARDS AS SHOWN ON PLAN .
DIAGRAM OF
COLUMBIA AVENUE AND NORTH AVENUE
STOP SIGN INSTALLATION
DATE: SCALE
October 23, 2025 1" = 60'
DRAWN BY:
MM SHEET NO. 1 OF 1
REEDLEY TRAFFIC SAFETY COMMISSION MEETING FOR March 27, 2025 The meeting of the Reedley Traffic Safety Commission was held Thursday, March 27, 2025, in the City of Reedley Council Chambers, 845 "G" Street, Reedley. Chair, Dale Kennedy called the meeting to order at 5:30 p.m.
ROLL CALL
Commissioners Present: Tim Jantzen, Andrea Serrano, and Dale Kennedy Commissioners Excused: Todd Lowery, Esther Ramos
City Staff Present: Marilu Morales, City Engineer and Angelina Barajas, Administrative Assistant.
PUBLIC DISCUSSION:
APPROVAL OF MINUTES
Commissioner Jantzen motioned, Commissioner Serrano seconded, to approve the minutes of the meeting on March 27, 2025. Motion Carried by the following vote:
Ayes:
Noes:
Abstain:
Absent:
OLD BUSINESS
None.
NEW BUSINESS
Jantzen, Serrano, and Kennedy
None.
None.
Lowery and Ramos
2a. REQUEST TO RE!-OCATE AN EXISTING MID-BLOCK CROSSWALK ON REED AVENUE, LOCATED 510 FEET SOUTH OF PARLIER AVENUE, SOUTH 210 FEET TO ALIGN WITH THE NEW TRAFFIC SIGNAL AT THE
INTERSECTION OF REED AVENUE AND REEDLEY COLLEGE DRIVEWAY Commissioner Jantzen motioned, Commissioner Serrano seconded, to approve the relocation of an existing Midblock crosswalk on Reed Avenue. Motion unanimously carried.
PUBLIC COMMENT:
Steve Rupert, a resident of Hope Avenue, mentioned it is challenging to exit Kip Patrick Avenue during college hours due to heavy traffic. He mentioned that the new traffic signal being installed might worsen this issue.
Chairman Kennedy mentioned that a "Keep Clear" sign will be added, as one does not currently exist.
City Engineer Marilu Morales mentioned that traffic signal striping will include the addition of the "Keep Clear'' in the road and signage.
Steve Rupert,. a resident of Hope Avenue, asked if the city was concerned about traffic backing up during college hours.
City Engineer Marilu ~orales mentioned that the traffic signal lights will have sensors, allowing for more segments and breaks in traffic.
Steve Rupert, a resident of Hope Avenue, asked about the need for the traffic signal, asking if it was anticipated for the Performing Arts Center.
City Engineer Marilu Morales mentioned that part of the funding for the traffic signal comes from the KCUSD, the State Community College District, and the city.
Steve Rupert, a resident of Hope Avenue, asked why the streetlight was not considered at Kip Patrick Avenue instead of at the Reedley College driveway.
REEDLEY TRAFFIC SAFETY COMMISSION MEETING FOR March 27, 2025 City Engineer Marilu Morales explained that the location for the streetlight was determined by the environmental impact study.
Chairman Kennedy added that middle College High School has around six hundred students, and a school bus.
He emphasized that the new measures would help improve traffic flow. 2b. REQUEST TO INSTALL A CROSSWALK ALONG SOUTH AVENUE AT CONCORD AVENUE.
Commissioner Jantzen motioned, Commissioner Serrano seconded, to deny the installation of the crosswalk along South Avenue at Concord Avenue with the note that the city will continue to monitor the situation. Motion unanimously carried.
PUBLIC COMMENT:
Chairman Kennedy mentioned that the city does not recommend a stop sign or crosswalk at this location because it does not meet the required warrants. With the speed limit set at 45 mph, the risk of injury or death increases significantly.
City Engineer Marilu Morales explained that installing a crosswalk could create a false sense of security for residents crossing the street, potentially leading to an increase in accidents.
Chairman Kennedy ask if school district currently busing student on the south side of the housing development.
City Engineer Marilu Morales mentioned that she contacted the school district and was informed that there are bus stops on both the south and north sides and that children do not need to cross the street to reach them.
Chairman Kennedy mentioned crosswalk does not need to be installed since children will not be crossing the road.
Commissioner Serrano asked whether there had been discussions about placing a crosswalk at Frankwood Avenue instead of Concord Avenue.
City Engineer Marilu Morales explained crosswalk cannot be installed due to no path of travel. In future there will be a crosswalk installed at Frankwood and South.
Melissa Bergen, lives at 2788 N. East Avenue, expressed her gratitude to the city engineering team for conducting \he study and inquired when the study would be conducted again.
City Engineer Marilu Morales mentioned that the study would be revisited once the convenience store, gas station, and medical facility are established in the area.
Chairman Kennedy mentioned placing a sign stating "Approaching Residential Area" on both sides of the road.
City Engineer Marilu Morales mentioned she would look into the Manual on Uniform Traffic Control Devices (MUTCD) to determine what kind of signs could be implemented.
COMMISSION/ STAFF COMMENTS/ REPORTS
1. City Engineer Marilu Morales reported construction along Manning Avenue which includes Dutch Bros, Mister Car Wash, Mountain Mike's Pizza, Panda Express, Chipotle, and a seven eleven with a gas station.
Future housing development projects will include Kashian, Frankwood Avenue, and Dr. Horton south of Manning Avenue. Development impacts will include the installation of parks for all new housing · developments. Plans for future annexations are also underway. Upcoming Summer projects included Hope Avenue, Rupert and Church, Local and Collector Street Improvements. The street projects will include improvements to Frankwood Avenue, Dinuba Avenue to 11 th Avenue, which will also feature upgrades to the railroad crossing. The city is in communication with Fresno County about the possibility of either a stop sign or a roundabout at the intersection of Buttonwillow and Parlier Avenue; the city will be providing crash data to Fresno County for this discussion. There is also consideration for placing a stop sign at the intersection of 2 REEDLEY TRAFFIC SAFETY COMMISSION MEETING FOR March 27, 2025 Zumwalt and North Avenue; if it does not meet the necessary warrants, a temporary stop sign may be implemented.
2. Chairman Kennedy noted that the striping south of Springfield and Buttonwillow Avenue has resulted in near accidents and recommended moving the striping back.
3. City Engineer Marilu Morales mentioned that striping is temporary until the street is widened.
4. Commissioner Jantzen mentioned that the road is wide enough that some people mistakenly think it is a two-lane path of travel.
5. City Engineer Marilu Morales mentioned that it was temporary, but she will reach out to our public works department and reevaluate the striping.
6. Officer Arevalo mentioned an issue of double parking eastbound on Cypress by the curb, which is blocking westbound traffic coming onto Frankwood. The police department is working on solutions to this traffic problem.
7. Darla Scharbach lives at 1174 N. Hope Avenue mention a concern about speeding traffic near Kip Patrick and Ponderosa, noting that family members have been involved in accidents, and she fears for the safety of the neighborhood.
8. Office Arevalo indicated that the department would monitor the area to identify speeders.
9. Chairman Kennedy advised contacting the police department to file a report.
10. Darla Scharbach lives at 117 4 N. Hope Avenue and asked if there are any other methods to address the issue.
11. Office Arevalo mentioned placing the speed feedback sign in the area.
ADJOURNMENT
The meeting adjourned at 6:36 p.m.
ATTEST:
~ }J~ CJl-- ~~- Morales, Secretary a ennedy, Chairman
Reedley Traffic Safety Commission
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