city of santa paula facilities and infrastructure... · city of santa paula page 2 regular meeting...

City of Santa Paula City Facilities and Infrastructure Standing Committee

VICE MAYOR RICHARD ARAIZA COUNCILMEMBER CARLOS JUAREZ

REGULAR MEETING OF THE SANTA PAULA CITY FACILITIES AND INFRASTRUTURE STANDING

COMMITTEE

June 12, 2019

2:30 P.M. – REGULAR MATTERS

SANTA PAULA CITY HALL 970 VENTURA STREET

SANTA PAULA, CA 93060

LUCY BLANCO, CITY CLERK MICHAEL K. ROCK, CITY MANAGER

JOHN C. COTTI, CITY ATTORNEY

Spare Copies of staff reports or other written documentation relating to each item of business referred to on this agenda are on file in the Office of the City Clerk and are available for public inspection. If you have any questions regarding any agenda item, contact the City Clerk at (805) 933-4208.

City of Santa Paula Regular Meeting

REGULAR MATTERS – ADMINISTRATION CONFERENCE ROOM

CALL TO ORDER

ROLL CALL

ORDER OF BUSINESS

1. Discuss and review major issues which have impacted current facilities(OSHA, Grand Jury reports, employee safety concerns).

(Attachment 1, Corporation Yard/Water Division Feasibility Study)

2. Discuss and consider past CIP plans, architectural drawings - includingproposed relocations.

3. Discuss and consider all City assets.

4. Discuss and consider needs assessment from each department.(Attachment 2, Department Facility Needs Assessment)

5. Discuss and consider Measure T funds for police facilities.

ADJOURNMENT

State of California )- County of Ventura )- ss City of Santa Paula )-

I declare under penalty of perjury that I posted this City Council Agenda on the bulletin board near the front door of City Hall, 970 Ventura Street, Santa Paula, California.

On______________ at______________Signed:_________________________ Lucy Blanco, City Clerk

Attachment #1City of Santa Paula, Corporation Yard/

Water Division Feasibility Study

City of Santa Paula, CaliforniaCorporation Yard/Water Division Feasibility Study

27 December 201695% Progress Report

Leach Mounce ArchitectsCity of Santa Paula Corporation Yard / Water Division Feasibility Study TABLE OF CONTENTS

Revised 12/20/2016

TA B L E O F C O N T E N T SC I T Y O F S A N T A P A U L A

ACKNOWLEDGEMENTS

I. EXECUTIVE SUMMARY

II. PLANNING BASISA. PopulationB. OrganizationandStaffingC. Space StandardsD. Vehicle and Equipment InventoryE. Area Map

III. DEFICIENCY ANALYSISA. DeficiencyAnalysisCurrentSiteB. Current Site SurveyC. Current Site Aerial PhotoD. DeficiencyAnalysisOptionalSiteE. Optional Site Aerial PhotoF. OptionalSiteDeficienciesIllustrationG. Current Water Division Site

DeficiencyH. Current Water Division Site Aerial

Photo

IV. DESIGN GUIDELINESA. ObjectivesB. General BuildingC. Site and ParkingD. Communications SystemsE. Security ZoningF. Codes and Standards

V. SPACE NEEDS A. Administration & SupportB. Buildings & Grounds ShopsC. GraffitiShopD. Weld ShopE. Equipment Maintenance ShopsF. Street Division ShopsG. Animal Control FacilityH. Water Division Shops, Parts and

GeneratorI.1 Site Needs Existing 1.5 acre +.33 acre

more site neededI.2 Site Needs Existing 1.5 acre onlyI.3 Site Needs 2.20 acres of Cal Pipe Road Site

I.4 Site Needs Corporation Yard and Water Division on 2.90 Calpipe Road Site

VI. CONCEPT PLANSA. Existing Corporation Street Site ConditionsB. Existing Corporation Street Site Devel-

oped in phases for Corporation Yard onlyC. Calpipe Road Site 79% Developed for Corporation Yard only D. Water Division Integrated with

Corporation Yard on fully developed Calpipe Road Site

VII. COST ESTIMATESA. Renovate/Rebuild on Existing Corporation Street Site B. Build New on Optional Calpipe

Road Site C. No Build

D. Add the Water Division to theCorporation Yard at the Calpipe

Road Site

VIII. FEASIBILITY ANALYSISOptionsA. Existing Corporation Yard Site

B. Corporation Road site CorporationYard Only

C. No Build D. Water Division Integrated with Corporation Yard on Calpipe

Road Site

Feasibility A. Technical B. Financial C. Operational D. Schedule

Recommendations

APPENDIX 1. MEETING MINUTES

APPENDIX 2. SITE PHOTOS

Leach Mounce ArchitectsCity of Santa Paula Corporation Yard / Water Division Feasibility Study ACKNOWLEDGEMENTS

Revised 12/20/2016

A C K N O W L E D G E M E N T SC I T Y O F S A N T A P A U L A

LMA Project# 201601.00 12/27/16

Client City Staff City of Santa Paula John L. Ilasin, PE Capital Projects EngineerBrian J. Yanez, Interim Public Works Director Public Works Department, Project [email protected] [email protected]. Box 569 866 E. Main Street (805) 933-4212 ext 307 (805) 933-8794 FaxSanta Paula, CA 93061-0569 P.O. Box 569, Santa Paula, CA 93061-0569(805) 933-4212 Office (805) 933-8795 Fax Raul Gaitlin, Sr. Engineer Technician

[email protected] (805) 933-4212 ext. 309Leach Mounce Architects Jose Arreola, Lead Mechanic, Equip. Maint.Howard Leach, AIA, Principal-In-Charge 903 Corporation St. Santa Paula, CA [email protected] [email protected] Insua, AIA, LEED AP, BD+C (805) 933-4268 office [email protected] 727-0159 cell (805) 933-3775 FaxMatt Huntington, LEED Robert Howard, Street Division [email protected] [email protected] Knoll Drive 933-4212 ext. 313 (805) 933-8794 FaxVentura, CA 93003 Rod Baltazar, Accounting Technician(805) 656-3522 Office (805) 658-1926 Fax [email protected]

933-4212 ext. 304 (805) 933-8794 FaxSurvey Ed Mount, Director of Community ServicesJensen Design & Survey, Inc. [email protected] Medina, Senior Project Survey Manager (805) 933-4226 ext. [email protected] Luis E. Salazar, Building and Grounds Foreman(805) 633-2255 Direct (805) 654-6977 Office [email protected] M. Thompson, PLS Land Surveyor (805) 933-4226 ext. [email protected] Sam Hutton, Chief Water Operator, Water Division(805) 633-2264 Direct (805) 633-2373 Fax [email protected] Donlon St., Ventura, CA 93003 (805) 933-4282

Pat Parrish, Shift Operator, Water [email protected](805) 933-4283

Acknowledgements - Corporation Yard / Water Division Feasibility StudyThe following City Staff and Design Team members were instrumental in the production of this Corporation Yard /

Water Division Feasibility Study for the City of Santa Paula

City of Santa Paula

Leach Mounce ArchitectsCity of Santa Paula Corporation Yard / Water Division Feasibility Study I. EXECUTIVE SUMMARY - 1

I . EXECUTIVE SUMMARYC I T Y O F S A N T A P A U L A

The planning basis for this study Section II consistsof theCity’spopulationand its rateof growth, organization and staffing of theDivisions involved, space standards for shops, offices,storageandsupportspaces,vehicleand equipment inventory and the parcel and area maps.

The Divisions located at the Corporation Yard are the Public Works Equipment/Vehicle Maintenance and Street Division, Community Services Building and Grounds and the Police DepartmentAnimalControlandGraffiti.Thestudy for the Corporation Yard was started in April 2016 and the Public Works Water Division was added in October 2016 when it became apparent that the Calpipe Road site would be the better site location and would have enough space to integrate the Water Division with the other Divisions of the Corporation Yard.

Current 2016 Move-In 2019 Future 2040Population 35,425 36,913 47,328

Staff Corporation Yard 12 16 27Staff Water Division 12 14 17Subtotal Staff 24 30 44Vehicles Equipment Corporation Yard 40 42 53Vehicles & Equipment Water Division 23 25 34Staff Parking 24 30 44Visitor Parking 6 6 6Subtotal Parking 93 103 137

Following are the population, staff and parking projections:

Special events, training sessions or emergency operations may require additional outside agency parking which could be accommodated by street parking estimated to be 60 when Calpipe Road improvements are completed. Also due to the limited usable area of the Calpipe Road site it is estimated that 22 of the City owned vehicles will have to be parked in shop bays by the year 2040.

Three scenarios and a No Build option have been developed by this study:

A. New Corporation Yard on Existing Corporation Street Site. B. New Corporation Yard on Calpipe Road Site C. No Build D. New Corporation Yard and Water Division on Calpipe Road Site


Followingaresignificantcharacteristicsofthethree sites detailed further in Section III:

Existing Corporation Yardarea: 1.5 acres 65,340 sf 65,340 sf usabledeficiencies: Poor drainage, contamination,flooding, dilapidated and inadequatebuildings, inadequate parking, too small for needs, poor security, ADA noncompliance.

Calpipe Road Sitearea: 4.49 acres 195,726 sf 2.90 acres 126,300 sf usabledeficiencies: Long narrow irregular shape,adjacent sewer plant infringes lapping over west end of the site requiring lot line adjustment. Calpipe Road will take 50 ft wide strip. Flooding from Santa Clara River will require major seawall, site will require significantfillandbackfill.

Existing Water Division Sitearea: 1.94 acres 84,506 sf 84,506 sf usabledeficiencies: Wrong location for the use,inefficient layout, poor security, ADAnoncompliance.

Section IV details best practice standards for design of similar public facilities. It establishes a level of quality from which a reasonable cost estimate can be done.

To calculate the space needs, in Section V the areas of the space standards are applied to the various building, staff and site elements, then multiplied by the quantities. Then circulation and building gross up factors are applied to the total spaces and site needs.

Following is a summary of the building and site space needs for the Corporation Yard and Water Division on the 2.90 acre (usable) Calpipe Road site for 2040:

A. Administration 7,320Corporation Yard 1,820Water Division 1,700Shared 3,800

B. Buildings and Ground Shops 4 @ 625 2,500 2,500C. Graffiti Shop 1 @ 625 625 625D. Weld Shop 1 @ 625 625 625E. Equipment Maintenance Shops 9 @ 600 5,400 8,000

Tire Shop 875Parts 1,100Office and Lobby 625

F. Street Division Shops 7 @ 625 4,375 4,375G. Animal Control Shop 1 @ 625 625 625

Corp. Yard Hazmat 250H. Water Division Shops and Storage 5,260

Parts 1,2002 Shops 1,700General Storage 1,760HazMat 600

Total Building Area 29,580

Site planswith floor plansSectionV1,CostEstimates Section VII, and Feasibility Analysis Section VIII for each of the three options, plus a “No Build” option are considered in the Feasibility Analysis, Section VIII to determine the recommended solution.


Following is a summary of the costs for each option.See Section VII Cost Estimates for more detailed breakdowns.

The space needs study Section V. shows four site summaries.

I.1 which shows amount of site area needed in 2016, 2019 and 2040 so the city would know that 0.50 acres more property would be needed in addition to the 1.50 acre original site.

I.2 shows how many cars would have to park in shops or on the street. If the city decided to rebuild on the original existing 1.50 Corporation Street site and could not acquire additional property nearby.

I.3 site summary shows the 2019 and 2040 space needs on the Calpipe Road site for the corporation yard only relocated from the existing Corporation Street site.

I.4 site summary shows the 2019 and 2040 space needs on the Calpipe Road site for both the corporation yard and the Water Division relocated from its current site on the west side of Palm Avenue between Main Street and East Ventura Street. 22 of the city owned vehicles would have to be parked in shop bays by the year 2040.

Summary of Cost Estimates:A. EXISTING SITE Corporation Street, Santa Paula Site and Building Construction $ 6,422,340 Furniture and Equipment $ 873,950 Subtotal Construction, Furniture and Equipment $ 7,296,290 Architecture and Engineering $ 831,696 Subtotal Construction, Furniture and Equipment and A/E $ 8,127,986 Contingency 10% $ 812,799 Total with Contingency $ 8,940,785

B. OPTIONAL SITE Calpipe Road, Santa Paula Site and Building Construction $ 7,408,292 Furniture and Equipment $ 1,075,950 Subtotal Construction, Furniture and Equipment $ 8,484,242 Architecture and Engineering $ 971,608 Subtotal Construction, Furniture and Equipment and A/E $ 9,455,850 Contingency 10% $ 945,585 Total with Contingency $10,401,435

C. NO BUILD Construction, Furniture and Equipment, A/E and Contingency Zero CostConsequencesofDeficienciesandVulnerabilities Unknown

D. ADD WATER DIVISION TO CALPIPE ROAD SITE Site and Building Construction $ 9,807,402 Furniture and Equipment $ 1,153,000 Subtotal Construction, Furniture and Equipment $10,960,402 Architecture and Engineering $ 1,212,594 Subtotal Construction, Furniture and Equipment and A/E $12,172,996 Contingency 10% $ 1,217,300 Total with Contingency $13,390,296


RECOMMENDED OPTION D. Build combined Corporation Yard and Water Division project on Calpipe Road

• Best operational relationships• Best value, only $2,988,861 estimated additional cost to add Water Division• Frees up the two existing parcels totalling 3.4 acres for higher and better use• No existing structures to contend with• No temporary relocation or construction phasing required• Graded best of the four options in Feasibility Analysis section VIII

1st. Combined Corporation Yard and Water Division on Calpipe Road Site 42.92nd. New Corporation Yard on Calpipe Road Site 36.83rd. Rebuild Corporation Yard on existing Corporation Street Site 36.04th. No Build 28.0

SCALE: 1"=100'

17

17

D1 B1 B2 B3 B4

LUNCHROOM

TRA

ININ

G

G1

F1

MATERIALBINS 20'X20'

WATERPROCESSING

PLANT

CALPIPE ROAD

9

VEHICLE MAINT.park 5

HAZ MAT

BUILDINGS & GROUNDSpark 4

STREETS

park 9

F2

F3

F4

F5

F6

F7 C1BIN 1

BIN 2

BIN

5

MG

R

LEAD

LOBBY

STG.CONF

TRA

SH

CARWASH

GE

N

TRANS

6 44

3

3

9 TRUCK

PICNIC AREA

CONF

MGR

JAN.

GENE-RATORS

H2

SHOPH1

PARTS

WATERSTG

PIPE YARD

H2O STG912

13 22

LEAD

5'

10'

50'

100'

150'

ELECT.CLERCOPYJAN.

6 TRUCK

WELDpark 1

GRAFITTIpark 1

ANIMALpark 1

SEAWALL8' RETAINING + 4' RAILING

90'-0

"50

'-0"

10'-0"

140'

-0"

310'-0"644.75'

park 2

9'-0"

20'-0

"

9'-0"

20'-0

"

9'-0"

20'-0

"

BIG

RIG

PK

NG

BIN 3 BIN 4

10'-0"

30'-0

"

20'-0"

200'

E1

E2

E3

E4

E5

PARTSROOM

E.11

TIRESHOPE.11

E6

E7

E8 E10

REPORTE.9

PUBLIC WORKS CORPORATION YARD

PUBLIC WORKS WATER DIVISION

SHARED CORPORATION YARD &WATER DIVISION

COMMUNITY SERVICE

POLICE DEPARTMENT

Leach Mounce ArchitectsCity of Santa Paula Corporation Yard / Water Division Feasibility Study II.PLANNINGBASIS-1

Revised 11/30/2016

I I . P L A N N I N G B A S I SC I T Y O F S A N T A P A U L A

A. POPULATION PROJECTIONSThe physical size of the City determines the amount of staff and equipment needed to maintain the City. The population determines the physical size of the City particularly in a low to medium density City such as Santa Paula. This Study projects population from the current year 2016 to estimated move-in year 2019 and to future year 2040. Analyzing data from the Santa Paula General Plan, the US Department of Finance, VCOG and Hausrath Economic Group, we estimate the current population in 2016 to be 35,425 growing to 36,913 in 2019 and 47,328 in 2040. This is an average rate of 1.4% per year. During the period 1990 to 2007 the growth rate was 1.5% per year. When the recession started in 2007 it dropped to less than 1% per year, however the City of Santa Paula has had higher than typical dwelling occupancies in the past which could have been even higher during the recession skewing the count to the low side. With the recession easing 1.4% per year would be a reasonable annual growth rate projection.

Street Div.Lead

1

2016 Current YearCity Population Estimate 35,425Total Staff 24

City of Santa PaulaCity Manager

Public WorksDepartment

CommunityServices

Department

Bldgs. & GroundsLead

1

Crew2

Crew2

Equip. Maint.Lead

1

PoliceDepartment

Animal Control1

Gaffiti1

Lead1

Water DivisionManager

1

Crew

10

Crew3

Corporation Yard 12Water Division 12


Revised 11/30/2016

B. ORGANIZATION AND STAFFINGThecurrentCorporationYardstaffingconsistsof ten Public Works employees and two Police Department civilian employees to handleAnimalControlandGraffiti.ThePublicWorks’Employeesaredividedamongthreesections, Buildings and Grounds, Equipment Maintenance and Street Division, each headed by a LeadSupervisor. There is acurrent staff shortage which is expected to befilledbymove-in time in2019when thestaffing isexpected togrow from12 to16.The inclusion of the Water Division will add theWaterDivisionManager,1Leadand12Crew, for 2016 and 12 Crew for 2019.

2019 Move-In YearCity Population Estimate 36,913Total Staff 30



CommunityServices

Department

Crew

4

Crew

3

Crew

3


1

Crew

12

Street Div.Lead

1

Equip. Maint.Lead

1

PoliceDepartment

Animal Control1

Gaffiti1

Clerical1


1

Lead1



Revised 11/30/2016

2040 Future YearCity Population Estimate 47,328 1.4% growth/yearTotal Staff 44


PoliceDepartment


CommunityServices

Department

Animal Control1

Gaffiti1

Street Div.Lead

1

Equip. Maint.Lead

1

Crew

8

Crew

6


1Corporate Yard

Manager1

Lead1


1

Crew

15

Clerical1

Clerical*Crew

6

By 2040 the staff is projected to grow to 28 including a manager and two clerical personnel. The manager and clerical staff may not be neededuntil staffingapproaches25but it isimportant to plan the space for them, either in the new building or by an easy addition to the new building when it is needed. By 2040 the Water Division is projected to have 1 Manager, 1Lead,1Administrativepersonand15Crew.It is possible that 1 Administrative person could be shared by all departments.


* Share Corporation Yard Clerical, but provide workstation for part-time clerical.


14'-0"

12'-0

"

10'-0"

PO-2: 150 SFYard or Manager Office

PO-1: 120 SF Crew Lead

15'-0

"

10'-0"

25'-0

"

WO

RK

BE

NC

H, S

TOR

AG

E S

MA

LLA

NIM

AL

CA

GE

S

SB-1: 625 SFTypical 25'x25' Bay

SB-4: 2,400 SFParts, Auto Shop, Unit Repair Bays

C. SPACE STANDARDS 1. PrivateOfficeSpaceStandards


WS-1: 84 SFRECEPTIONIST

WS-2: 64 SFCLEARICAL

WA

RD

RO

BE

OV

ER

HE

AD

SH

ELV

ING

2-D

R F

ILE

FILE

18 SF

12 SF

8 SF

OV

ER

HE

AD

SH

ELV

ING

2-D

R F

ILE

FILE

8 SF12 SF

8 SF

8'-0"

4'-0" 4'-0"

10'-0

"

4'-0

"4'

-0"

2'-0

"

8'-0"

4'-0" 4'-0"

8'-0"

4'-0"4'-0"

2. Work Station Space Standards


MR-1: 250 - 290 SFCONFERENCE ROOM 12

13'-0

"

22'-0"

VIDEO

VID

EO

36'-0"

MR-2: 1000 - 1050 SFMULTI-PURPOSE TRAINING ROOM - 40

28'-0

"

STG

3. Meeting Rooms Space Standards


12'-0"

9'-0

"

SS-1: 108 SFCOPY WORK ROOM

SS-3: 80 SFSTORAGE ROOM

10'-0"

8'-0

"

KITCHENV

EN

DIN

G

T.V.

19'-0"

30'-0

"

12'-0"

8'-0

"

SS-2: 96 SFFILE

4. Support Spaces Space Standards


Revised 11/30/2016

20'-0"

40'-0

"

MASONRY WALL

WORK BENCH

HEAVY TRUCKFIRE APPARATUS

TIR

ES

WO

RK

BE

NC

HA

ND

TO

OL

STO

RA

GE

SB-3: 800 SFHeavy Equipment Maintenance Bay

25'-0"

25'-0

"

14'-0" WIDE ROLL-UPGARAGE DOOR

(5) CAGES

VEHICLE

WO

RK

BE

NC

H, S

TOR

AG

E S

MA

LLA

NIM

AL

CA

GE

SROLL-UP GRILL

SB-2: 625 SFAnimal Control Bay

25'-0"

25'-0

"

VEHICLE

WO

RK

BE

NC

H, S

TOR

AG

E S

MA

LLA

NIM

AL

CA

GE

S

ROLL-UP GARAGEDOOR

SB-1: 625 SFTypical 25'x25' Bay

VEHICLE

MASONRY WALL

45'-0

" FO

R L

AR

GE

ST

FIR

E A

PPA

RAT

US

HYDROLIC FLOORHOIST

5. Shop Bays Space Standards


WO

RK

BE

NC

H

WO

RK

BE

NC

H

60'-0"

25'-0

"

VEHICLE

ROLL-UP GARAGEDOOR

SB-4: 2,400 SFParts, Auto Shop, Unit Repair Bays

VEHICLE

ROLL-UP GARAGEDOOR

ROLL-UP GARAGEDOOR

WO

RK

BE

NC

HPARTS900 SF

UNIT REPAIR ORAUTO SHOP

500 SF

15'-0

"

40'-0

"

20'-0" 20'-0" 20'-0"

SUPV. OFFICE

GLA

SS

DO

OR

WINDOWSLIDING WINDOW

GLASS DOOR GLASS DOOR

REPORT WRITING

6. Vehicle Maintenance Corporation Street Site Space Standards

Revised 11/30/2016


7. Vehicle Maintenance Calpipe Street Site Space Standards

LEAD OFFICE

TIRE SHOPE.12

REPORT WRITINGE.9

PARTSE.11

SB-5: 775 SFRepair Bays

SB-6: 3,200 SFParts, Report Writing, Lead, Tires

E.10E 1, 2, 3, 4, 5, 6, 7, 8

20'-0"

60'-0

"

OVERLAP FOR FIREAPPARATUS ANDLARGE TRUCKS


CITY OF SANTA PAULA - VEHICLES & EQUIPMENT BY DEPARTMENT 2016FUND./DEPT./PRGM.

UNIT MAKE MODEL/ DESCRIPTION YEAR VIN / SERIAL NUMBER LIC. NO. FUEL = -305# MAINT & REPAIRS = -304

BUILDING & SAFETY:119 CHEVROLET S10 BLAZER 1998 1GNDT13W5W2147921 1001750 100-5-1001

120 FORD EXPLORER 2005 1FMZU72E85ZA69126 1182628 100-5-1001

122 FORD EXPLORER 2007 1FMEU73E57UB09157 1267025 50% 100-5-1001 / 50% 450-5-1003.

123 CHEVROLET EQUINOX 2014 2GNALAEK3E1148299 1437356 100-5-1001

303 DODGE DURANGO 2002 1B4HS38N32F163608 1132353 100-5-1001

COMMUNITY SERVICES/ BUILDINGS & GROUNDS:117 CHEVROLET S10 BLAZER 1998 1GNDT13W1W2147916 E991889 100.5.4509 COMMUNITY SVCS

131 GEM ELECTRIC VEHICLE / UTILITY BED 2002 5ASAK27482F027638 1162333 100-5-1502. RECREATION

132 CHEVROLET 1500 1/2 TON PICKUP 2008 1GCEC19J88E105608 1280514 100-5-1502. RECREATION

133 EZ-GO ELECTRIC VEHICLE 600411EZ 2007 25200885 N/A 100-5-1502. RECREATION

204 FORD F350 SERVICE BODY PICK UP 6.2L 2011 1FDBF3A60BEA43427 1363933 100-5-1531. BLDG MAINTENANCE

205 FORD F450* BED DUMP/LUMBER/LIFT GATE 2008 1FDXF46Y08EA79777 1214421 100-5-1532. GROUNDS MAINT

206 FORD F450* BED DUMP/LUMBER/LIFT GATE 2008 1FDXF46Y28EA79778 1214428 100-5-1532. GROUNDS MAINT

228 JACOBSEN TILT TRAILER (PARKS) 2003 1J9DE2H263F015247 1140532 100-5-1532. GROUNDS MAINT

243 ZIEMAN TILT TRAILER (PARKS) 1990 E954920 100-5-1532. GROUNDS MAINT

244 CHEVROLET C35* BED DUMP W/LIFTGATE 1995 1GBJC34K8SE133429 E350946 100-5-1532. GROUNDS MAINT

261 HUSTLER 4600 Hustler Z Mower 2001 1052217 N/A 100-5-1532. GROUNDS MAINT

262 HUSTLER 4600 MOWER W/RANGE WINGS 2003 3054009 N/A 100-5-1532. GROUNDS MAINT

265 FORD F250* 3/4 TON PICKUP W/TOOLBOX 1991 2FTHF25H9MCB09969 E372621 100.5.4509 COMMUNITY SVCS

289 FORD 350 Super Duty* SERVICE BODY W/CRANE 1999 1FDWX36F3XEE78196 1039768 100-5-1531. BLDG MAINTENANCE

PUBLIC WORKS: EQUIPMENT MAINTENANCE291 FORD 450 Super Duty* SERVICE BODY W/CRANE 1999 1FDXF46F2XEE78199 1039767 702-5-5041. EQUIP MAINTENANCE

293 DODGE 1500 * EXTENDED CAB P/U W/TOOLBOX 2001 1B7HC13Y51J562991 1079934 702-5-5041. EQUIP MAINTENANCE

299 TOYOTA FORKLIFT 8FGU25 2.2L L/P 2014 64711 N/A 702-5-5041. EQUIP MAINTENANCE

408 FORD TAURUS 2000 1FAFP52U9YA121429 4VEK789 702-5-5041. EQUIP MAINTENANCE

441 FORD CROWN VICTORIA 2000 2FAFP71W7YX170277 1052949 702-5-5041. EQUIP MAINTENANCE

442 FORD CROWN VICTORIA 2000 2FAFP71W9YX170278 1052948 702-5-5041. EQUIP MAINTENANCE

PUBLIC WORKS: STREETS DEPARTMENT201 FORD* EXPLORER 1995 1FMDU34X1SZB16171 E372632 620-5-7501. GEN ENGR/ADMIN

210 FREIGHTLINER FL80* POTHOLE PATCH TRUCK 2000 1FV6JJBB8YHG76924 1105101 280-5-5022. STREET MAINT

219 DODGE 3500* STEAK BED DUMP W/LIFTGATE 2001 3B6MC36621M543486 1117560 280-5-5022. STREET MAINT

220 DODGE 2500* 3/4 TON PICKUP W/TOOLBOX 2002 3B7KC26642M279556 1132359 280-5-5022. STREET MAINT

221 INTERNATIONAL* DURA STAR 4300 DUMP TRUCK 2010 1HTMMAARXAH184488 1330855 280-5-5022. STREET MAINT

222 RAMIKA / trailer TRAILER / SHOPPING CARTS 1994 1R9UA1916R1238096 1140547 280-5-5022. STREET MAINT

223 SPECIAL CONST. TRAILER / ARROW BOARD 2004 LN2UA04174C000408 1140542 280-5-5022. STREET MAINT

225 WATER DOG WATER TRAILER 725 gal. 2006 17XFC122161066323 280-5-5022. STREET MAINT

229 JACOBSEN TILT TRAILER STREETS 2004 1J9DE2H284F015387 1200049 280-5-5022. STREET MAINT

232 CASE SKID STEER LOADER 1993 JAF0122336 N/A 280-5-5022. STREET MAINT

234 BRIGHAM BARRICADE TRAILER 1978 BT60895 E315215 280-5-5022. STREET MAINT

235 FREIGHTLINER FL70* BROOM BEAR STREET SWEEPER 2002 1FVABTAK82HK03209 1117550 205.5.5027 STORM WATER QUAL.

236 30B MASSEY FER SKIPLOADER 1983 9A348759 N/A 280-5-5022. STREET MAINT

239 ZIEMAN TILT TRAILER (STREET) 1985 1ZCT20S21FZP11982 E320679 100-5-1532. GROUNDS MAINT

240 FORD F450* UTILITY/FLATBED DUMP/LIFTGATE 2008 1FDXF46Y68EC83953 1214447 280-5-5022. STREET MAINT

245 JOHN DEERE 444J LOADER 4 in 1 Bucket 2007 DW444JP612158 N/A 280-5-5022. STREET MAINT

246 TOTAL CLEAN SCRUBBER ADVANCE SC6500 45C ECOFLEX 2016 1000060461 N/A 280-5-5022. STREET MAINT

242 ALKOTA PRESS. WASHER W/RECOVERY 2002 1A9BU23232A520135 1140461 206-5-5026. STORMWATER MAINT

251 CASE W-251 ROLLER 1985 840697515 N/A 280-5-5022. STREET MAINT

D. VEHICLE AND EQUIPMENT INVENTORY

10

6

23

Revised 11/30/2016


273 FORD F800* DUMP TRUCK 1989 1FDPK84P4KVA34443 E372628 280-5-5022. STREET MAINT

280 CASE BACK-HOE 580 SUPPER L 1995 JJGO189694 N/A 280-5-5022. STREET MAINT

285 CHEVROLET S10* PICKUP W/BED COVER 1998 1GCCS19X0W8243802 1021205 620-5-7501. GEN ENGR/ADMIN

287 RAYCO RAYCO STUMP GRINDER 1990 1620096290 N/A 280-5-5022. STREET MAINT

292 GMC 2500 * SERVICE BODY 1999 1GTGC24R3XR704774 1032176 280-5-5022. STREET MAINT

404 FORD TAURUS (SEDAN) 1999 1FAFP53S2XA333441 1319589 280-5-5022. STREET MAINT

PUBLIC WORKS: WATER DEPARTMENT203 CATERPILLAR XQ100-6 Generator 100 KW/ Trailer 2011 CAT00C44KD4D01996 620-5-5073. SYSTEM OPERATION

208 Generac Power Sys. 230 KW Diesel Generator/ Trailer 1995 1T9FX1924S1097016 SE597010 620-5-5073. SYSTEM OPERATION

209 Generac Power Sys. 400 KW Diesel Generator/ Trailer 2001 4AG4U22291C034045 SE597013 620-5-5073. SYSTEM OPERATION

224 INTERNATIONAL* DURA STAR 4300 2010 1HTMMAAR1AH184489 1330856 620-5-5072. SYSTEM MAINT

227 BIGTEX EQUIPMENT TRAILER 2007 16VHX202X72851480 1280541 620-5-5072. SYSTEM MAINT

264 FORD F450* FLATBED DUMP W/LIFTGATE 2008 1FDXF46Y98EA79776 1214420 620-5-5072. SYSTEM MAINT

269 FORD F250* 3/4 TON PICKUP W/TOOLBOX 1991 1FTHF25H1MLA80442 E372620 620-5-5072. SYSTEM MAINT

271 FORD F450* VALVE TURNING W/VAC 2008 1FDXX46Y88EE58054 1280531 620-5-5072. SYSTEM MAINT

272 CHEVROLET 3500* 1TON TRUCK W/ SERVICE BODY 2007 1GBHC34U17E126538 1271898 620-5-5073. SYSTEM OPERATION

274 FORD F450* SERVICE BODY W/CRANE 2008 1FDXX46Y68EE58053 1280532 620-5-5072. SYSTEM MAINT

276 INGERSOLLRAND AIR COMPRESSOR W/TRAILER 2007 388376UFRB73 1280540 620-5-5072. SYSTEM MAINT

277 CHEVROLET C7500* FLATBED DUMP 2000 1GBM7H1C1YJ515877 1140530 620-5-5072. SYSTEM MAINT

279 JOHN DEERE SKIPLOADER 210LE 4.5lL 75HP 2005 T0210LE884789 N/A 620-5-5072. SYSTEM MAINT

281 CATERPILLAR BACK-HOE 420-D 2005 CAT0420DVFDP23243 N/A 620-5-5072. SYSTEM MAINT

284 CHEVROLET 1500* EXTENDED CAB P/U W/TOOLBOX 2003 1GCEC19V53Z289684 1140482 620-5-5072. SYSTEM MAINT


288 CHEVROLET 3500* 1TON TRUCK W/ SERVICE BODY 2007 1GBHC34U07E125607 1271897 620-5-5072. SYSTEM MAINT

290 FORD 350 Super Duty* SERVICE BODY W/CRANE 1999 1FDWX36F1XEE78195 1039766 620-5-5072. SYSTEM MAINT


295 CAT DP25K FORKLIFT 5,000lbs 2003 AT18B05988 N/A 620-5-5072. SYSTEM MAINT

296 FORD 350 Super Duty* STYLESIDE SERVICE BODY 2004 1FTSF30L84ED66512 1140541 620-5-5073. SYSTEM OPERATION

297 FORD 350 Super Duty* STYLESIDE SERVICE BODY 2005 1FDWF305X5EB48930 1197185 620-5-5072. SYSTEM MAINT

298 CHEVROLET 3500* 1TON TRUCK W/ SERVICE BODY 2007 1GBHC34U47E128591 1271896 620-5-5073. SYSTEM OPERATION

FIRE:121 DODGE DURANGO SXT 4X4 2006 1D4HB38N96F184670 1182632 100-5-2501. ADMIN

207 Generac Power Sys. 125 KW Diesel Generator/ Trailer 2001 4AGHU14261C034044 SE597012 100-5-2504. SUPPRESSION

249 CHEVROLET C35* FLATBED DUMP W/LIFTGATE 1991 1GBJC34K9ME150811 E283578 100-5-2504. SUPPRESSION

301 MACK FIRE TRUCK 1954 B95F1011 E138536 100-5-2504. SUPPRESSION

302 CHEVROLET TAHOE 2002 1GNEK13T52J236787 1117594 100-5-2501. ADMIN

304 FORD F350 1TON TRUCK W/ SERVICE BODY 2005 1FTWW31Y75ED29724 1182627 100-5-2504. SUPPRESSION

309 DODGE VAN 1992 2B4HB15Y8NK163869 E350921 100-5-2504. SUPPRESSION

310 PIERCE ARROW XT FIRE TRUCK E-81 2015 4P1BAAGFXFA015301 1466570 100-5-2504. SUPPRESSION

312 FERRARA FIRE TRUCK E-81 2001 1F93742261Z140066 1117593 100-5-2504. SUPPRESSION

313 PIERCE FIRE TRUCK E-181 1992 4P1CT02D3NA000488 100-5-2504. SUPPRESSION

316 FERRARA / SPARTAN FIRE TRUCK E-82 2007 4S7AT2C917C057168 1280539 100-5-2504. SUPPRESSION

317 E-ONE HUSH FIRE TRUCK E-182 1991 46JDBAA8XL1002542 100-5-2504. SUPPRESSION

320 SCOTT / LIBERTY LIGHT & AIR UNIT 2004 1C9BF10124S929035 SE59701 100-5-2504. SUPPRESSION

321 PACE AMERICAN MCI TRAILER 7 2004 4FPWB20205G089000 100-5-2504. SUPPRESSION

322 PACE AMERICAN CERT TRAILER 2006 4P2FB10117U080899 1257459 100-5-2504. SUPPRESSION

491 EAGLE 5TH WHEEL COMMAND POST 2012 1U9F101532B1016001 1361497 100-5-4502. PATROL

490 CHEVROLET SILVERADO 3500 2012 1GC4KZC80CF135658 1319584 100-5-4502. PATROL

POLICE:401 CARSON DUI UTILITY TRAILER 2010 4HXEN2420AC151094 1348731 100-5-4502. PATROL

402 PACE AMERICAN ENCLOSED TRAILER 2008 4P2FB08108U091960 1311510 100-5-4502. PATROL

403 DODGE STRATUS 2005 1B3EL46J35N676006 5ZLZ979 100-5-4503. INVESTIGATIONS

Revised 11/30/2016

23

3


Add one water vehicle and 3-4 PD vehicles on site during the course of this study.Corporation Yard 42Water Division 23Total 2016 65

Revised 11/30/2016

405 HONDA MOTORCYCLE ST1300PA 2009 JH2SC51759K600353 3000009 100-5-4502. PATROL

406 CHEVROLET IMPALA 2013 2G1WA5E35D1173698 7AJK109 100-5-4503. INVESTIGATIONS

410 FORD Chief CROWN VICTORIA 2003 2FAFP71W13X120600 1132369 100-5-4502. PATROL

412 CARSON / ALKOTA TRAILER / PRESSURE WASHER 2003 4HXSU06173C056811 1140483 100-5-4509. GRAFFITI REMOVAL

413 CHEVROLET IMPALA 2013 2G1WA5E39D1193209 6ZDJ622 100-5-4503. INVESTIGATIONS

414 DODGE CHARGER 2014 2C3CDYATXEH309887 1453821 100-5-4501. ADMIN

415 CHEVROLET TRAILBLAZER 2005 1GNDS13S552271301 6EMK578 100-5-4503. INVESTIGATIONS

416 DODGE CHARGER CHARCOAL GRAY 5.7L 2014 2C3CDXAT3EH358574 1427664 100-5-4501. ADMIN

417 DODGE CHARGER SILVER 5.7L 2014 2C3CDXAT8EH366850 7GZR320 100-5-4503. INVESTIGATIONS

420 CHEVROLET Colorado / Animal Transport 2008 1GBDS14E988205096 1280511 100-5-4507. ANIMAL REGULATION

421 CHEVROLET TAHOE (WATCH COMMANDER) 2015 1GNLC2EC6FR713760 1485722 100-5-4502. PATROL

422 CHEVROLET TAHOE K9 2015 1GNLC2EC0FR172197 1485723 100-5-4502. PATROL

423 CHEVROLET TAHOE K9 2015 1GNLC2EC9FR713896 1485728 100-5-4502. PATROL

425 FORD CROWN VICTORIA 2006 2FAHP71WX6X111018 1182630 100-5-4502. PATROL

426 FORD EXPEDITION (4X4) 2006 1FMPU16586LA24951 1182631 100-5-4502. PATROL

427 CHEVROLET TAHOE (CHIEF) 2012 1GNLC2E09CR257593 1319590 100-5-4502. PATROL

430 CHEVROLET SILVERADO 1500 4.8L 2010 1GCPCPEA3AZ178000 1319566 100-5-4509. GRAFFITI REMOVAL

431 FORD E-350 XLT VAN (EXPLORERS) 2010 1FBSS31L98DB37797 1348325 100-5-4502. PATROL

434 DODGE RAM 1500 3.7 L 2003 1D7HA18K33J618185 1319570 100-5-4502. PATROL

436 MIGHT RADAR TRAILER 1997 4AGAU10S1VC024891 E950549 100-5-4502. PATROL

447 FORD CSO CROWN VICTORIA 2004 2FAFP71W74X108579 1140511 100-5-4502. PATROL

450 FORD CROWN VICTORIA 2003 2FAHP71W63X153424 1140546 100-5-4502. PATROL

451 FORD CROWN VICTORIA 2006 2FAFP71W16X160003 1182647 100-5-4502. PATROL

452 FORD CROWN VICTORIA 2006 2FAFP71W66X160000 1182646 100-5-4502. PATROL

453 FORD EXPEDITION K9 2008 1FMFU155X8LA63718 1280507 100-5-4502. PATROL

454 FORD EXPEDITION K9 2008 1FMFU15518LA63719 1280505 100-5-4502. PATROL

455 FORD EXPEDITION K9 2008 1FMFU15588LA63720 1280506 100-5-4502. PATROL

456 DODGE CHARGER BLK/WHT 2010 2B3AA4CT2AH239546 1343921 100-5-4502. PATROL



459 DODGE CHARGER BLK/WHT 2012 2C3CDXAT7CH240394 1287775 100-5-4502. PATROL

460 DODGE CHARGER BLK/WHT 2012 2C3CDXAT9CH240395 1287774 100-5-4502. PATROL

461 DODGE CHARGER BLK/WHT 2014 2C3CDXAT8EH348820 1427559 100-5-4502. PATROL

462 DODGE CHARGER BLK/WHT 2014 2C3CDXAT7EH348825 1427558 100-5-4502. PATROL

497 DRAGOON DRAGOON PATROLLER ASV-XC 1994 1220880144 - - - - - - 100-5-4502. PATROL

499 GENERAC Power Sys. 30 KVA GENERATOR/ PD STATION 1994 2011390 N/A 100-5-4501. ADMIN

911 MRAP 2008 100-5-4502. PATROL

Total 129

UNITS STORED AT 903 CORPORATION STREET


INSERT 11 X 17 E. AREA MAP

Leach Mounce ArchitectsCity of Santa Paula Corporation Yard / Water Division Feasibility Study III.DEFICIENCYANALYSIS-1

III. DEFICIENCY ANALYSISC I T Y O F S A N T A P A U L A

A. DEFICIENCY ANALYSIS CURRENT SITE

1. Drainage The LMA Design teamvisited the current site at 903 Corporation Street, Santa Paula, CA twice during rain storms.Largepuddleswerenoticednearand in work areas. Drainage is inadequate because the existing building floor slabelevations were set too low to allow for adequate drainage. There are also questionable conditions at the northwest corner of the site where the site is drained to an existing ditch that runs westward across other properties. If the site is built up so that the storm water drains to Corporation Street it could block drainage from the adjacent site at the west side of the property.

2. Contamination The current storm water runoff isnotbeingclarifiedandaslight sheen of hydrocarbon contamination can be seen in the puddles near vehicle maintenance. Due to a long history of vehicle maintenance on the site there is a chance there could be subgrade hydrocarbon contamination. Soils samples would have to be done to determine the presence and extent of any subgrade contamination.

3. Dilapidated and Inadequate Buildings There is only one small unisex restroom. The lunch room is combined with the locker room and is in a dilapidated building exposed to fumes from adjacent operating equipment. There are no separate toilet or locker facilities for women. The vehicle maintenance bays are not fully covered leaving at least a third of the larger vehicles exposed at the top and sides. The height of the existing maintenance bays does not allow comfortable working conditions under the vehicle when it is on the lift. The parts and auto shop are extremely crowded. Some of the Building and Grounds and Street Division shops are over crowded withnospaceforefficientstoragesystems,work benches or vehicle parking. The pavement is rutted, unevenand floodedin rainstorms. Lighting appears to beinadequate for night work. All the bays rely on open front natural ventilation with no mechanical ventilation. Due to the poor condition of the existing buildings and lack of drainage the only feasible way to use this site is to demolish the existing buildings, build up the site for adequate drainage and construct new buildings.


6. Security is almost non-existent The rear of the site at the west side is wide open with no security fence. There are three vehicle entries at the east end from Corporation Street which have little to no security. There is only one CCTV camera for the entire site with no intrusion detection nor on site monitoring.

7. Emergency Communications Wireless communications and audio visual display for operating under emergency conditions are inadequate.TheCity’smobile commandcenter is up to date and well equipped but it is not kept at the corporation yard.

4. Inadequate Visitor, Staff and City Vehicle Circulation and Parking Visitors and staff vehicles enter directly into the Corporation Yard work area unless they park on the street. There is no separation of parking spaces and circulation. In fact there very few designated parking spaces. Peopleparkwherevertheycanfindroomand often conflict with the operational movements of equipment and vehicles. To make the situation worse the garbage trucks operated by a private company drive through the site to their location at the west side of the Corporation Yard. The existing 1.5 acre is not large enough for current parking needs and severely undersized for future projected needs.

5. Lack of Facilities Typically Part of a City Corporation Yard Currently there are no fuelling facilities, no wash rack, no emergency generator, no vehicle charging facilities for electric vehicles, no emergency operations space and no administrative/receptionoffice.


B. CURRENT SITE SURVEY

Leach Mounce ArchitectsCity of Santa Paula Corporation Yard / Water Division Feasibility Study III.DEFICIENCYANALYSIS-4Leach Mounce ArchitectsCity of Santa Paula Corporation Yard / Water Division Feasibility Study III.DEFICIENCYANALYSIS-4

C. CURRENT SITE AERIAL PHOTO

Leach Mounce ArchitectsCity of Santa Paula Corporation Yard Feasibility Study III. DEFICIENCY ANALYSIS - 4

Revised 11/30/2016


D. DEFICIENCY ANALYSIS OPTIONAL SITE The City of Santa Paula owns an optional

4.7 acre site at the southwest corner of Shell Road and Calpipe Road. This site is believed to be a good option for the location of the corporation yard, however it has somesignificantissuesthatwouldhavetobe overcome if this becomes the selected site.Thefollowingfiveissueshaveamajorimpactonthecostandefficientuseofthesite.

1. The long narrow irregular shape The site is 985 ft. long fronting the Calpipe Road, approximately 140 ft. fronting Shell road on the east end approximately 400 ft. where the property has a sharp 50º angle on the west. The south border is an irregular curve.

2. Adjacent Development Infringes The neighboring development to the West overlaps approximately 120 ft. over the west property line. A lot line adjustment will be required and an access easement or dedicated street to the west gate.

3. Street Improvements Improvement of Calpipe Road if developed

50 ft. wide would take a strip 50 ft. wide along the entire 955 ft. frontage and Shell Road would involve 140 ft. of street improvements and drainage ditch. It is assumed that Shell Road improvements will not be done until the east 0.87 acre portion of the site is developed.

4. Existing deep excavation The wider west end of the site contains a

large excavation approximately 60,000 sf 7 or 8 ft. deep. This excavation will need tobefilledwithcompactedfillinordertodevelop the corporation yard.

5. Asignificantretainingwall will need to be constructed along the south property line approximately 8 ft. high in order to gain use of what remaining property exists after area lost to issues 2 and 3. This wall willalsoprotect thesite fromfloodingofthe Santa Clara River. If the wall is not constructed approximately 36 ft. of land will be lost for development due to slope to a lower a elevation.

E. OPTIONAL SITE AERIAL PHOTO (see page 6).

F. OPTIONAL SITE DEFICIENCIES ILLUSTRATION (see page 7).

G. CURRENT WATER DIVISION SITE DEFICIENCY ANALYSIS The Water Division currently occupies a 1.94 acre site at the Northwest corner of E. Victoria Street and S. Palm Avenue. The site is ample for its current use, however there are inefficienciesinthecurrentlayoutthatcouldbe resolved by joining the Corporation Yard withanintegratedplanusingsignificantlyless property. Relocating the Water Division with the Corporation Yard on the Calpipe Road site will provide new facilities at a cost savings by sharing the lunch room, lobby, training rooms and administrative spaces. It will also free up the property for other uses or for sale.

1. Location The existing Water Division Yard near the

downtown core of the City adjacent to higher density housing and new commercial development is not the highest and best use for the property. It would serve the City better for either higher density City use for Police or City Hall or sold to a developer for high density housing or commercial development.

2. Fragmentedandinefficientplanning Although the 1.94 acre site is ample in size fortheWaterDivision’sfunctionalneeds,the arrangement of buildings and yard elements is not efficient. Buildings are scattered and mixed with modular storage units.

3. Obsolete and inadequate buildings The existing buildings have a variety of

uses, some incompatible with each other crowded into spaces too small such as office, lunch table,storage, lockers,planstorage, parts storage, meter test machine and workshop all crowded together into two adjoining spaces.

4. Inadequate security The yard has inadequate perimeter security.

There should be an 8 ft wall with security gates, surveillance cameras, intrusion detection with alarms and annunciation at the Police Department. The buildings themselves also lack security. Expensive pipe joints, valves and other parts are stored in a flimsy buildingwithout surveillance,alarms or adequate locks.

H. WATER DIVISION SITE AERIAL PHOTO (see page 8).

Revised 11/30/2016


INSERT 11 X 17 E. Optional Site Aerial Photo


INSERT 11 X 17F. OptionalSiteDeficienciesIllustration


INSERT 11 X 17H. Current Water Division Site Aerial Photo

Leach Mounce ArchitectsCity of Santa Paula Corporation Yard / Water Division Feasibility Study IV.DESIGNGUIDELINES-1

IV. DESIGN GUIDELINESC I T Y O F S A N T A P A U L A

A. OBJECTIVESAppropriate design and planning objectives for the City of Santa Paula Corporation Yard study may include elements of the following:

1. Expand and renovate or replace existing functionally deficient and inadequate public works, to increase operational ef-fectiveness and provide better service to the City. If feasible, this should be done while maintaining operations and services in the existing buildings so that only one move is required.

2. Develop the facilityorganization,staffingand space needs that will ade quately support population growth projected to increase 33.6% by 2040 from 35,425 in 2016 to 47,328 in 2040.

3. Plan facilities that will assist the City with routine maintenance and in protecting public safety by coping with natural disasters,suchasfloods,earthquakesandwind storms.

4. Recommend a menu of site/building solutions that will optimize adjacencies, adequate circulation and provide phasing opportunities.

5. Develop site plans and budget estimates for each of the site/building solutions.

6. If funds are not available to construct the 2040 needs, determine the most cost effective approach balanced against functional relationships for phasing the construction.

7. Design facilities that will enhance the site and the surrounding neighborhood.

8. Incorporate state-of-the-art security, communications, computer, access control, and emergency management sys tems.

9. Determine parking requirements to be fulfilled in the most efficient and cost effective way feasible and consistent with City development codes. It is likely that staff parking will have to be on the street for the 1.5 acre existing site.

10. Consolidate and organize the storage requirements for each of the three organizational sections.

11. Provide a safe, secure, attractive and uplifting working environment friendly to visitors but also expressive of the integrity, strengthanddisciplineofanefficientpublicworks department.

12. Designate building hardening and security features that will withstand natural threats without making the building look like a fortress.

13. Provide materials and systems that will withstand heavy use.

14.Designate systems and flexible spacesthat can be quickly converted to use for emergency operations. For example the training and conference rooms are primarily used for training and meetings but they should be quickly convertible to DOC or EOC use in times of disaster.

15. Plan optimum space adjacencies for efficientoperations.

16. Des ign fo r bu i ld ing goa ls us ing environmentally friendly products, minimum energy consumption and provisions for recycling within the spirit of the LEEDguidelines and within the budget.

17. Provide a design minimizing the potential of litigation by ADA compliance and good ergonomics.

18. Provide separation of visitor, staff and city equipmenttrafficasmuchasfeasible.


19. Provide acoustical privacy for all private officesandmeetingrooms.

20. Provide secure parking for city vehicles and equipment.

21. Provide zoned access control, intrusion detection and A/V monitoring with recording capability.

22. Provide furniture and systems that are user friendly and ergonomically satisfying for all facilities.

23. Provide flexible buildings adaptable to future program changes and new technology.

24. Plan support facilities such as break rooms, lockers and showers that are equally available to all staff.

B. GENERAL BUILDINGGuidelines relevant tooperationalefficiency,flexibility andmanagement effectiveness ofthe fa cility include:

1. Privateoffices(PO)shouldbeprovidedtoCrewLeads,YardManagerandpositionswhere person nel issues are handled or confi dential information must be pro-tected such as Administrative Secretary. All partitions must be fully insulated and extend to the structural deck above. All HVAC ducts must be sound blocked betweenofficesbyacousticalbaffles.

2. Sharedofficesoropenofficeworkstationsare appro priate for sections and activities that re quire security, privacy or acoustical separation from sur rounding areas of the building. Desks or modular work stations

canbeprovidedwithinthesharedoffices.Sharedofficeswithmodularworkstationsare appropriate for Clerical/Administrative.

3. Internal expansion spaces should be planned wherever feasible to extend work station clusters or plan inexpensive storage rooms and or shell space that can be easily converted to usable work stations to accommodate 20 years of futurestafforfilespaceincreaseswithinthe new structure without adding to the building. As more and more records are stored electronically, or high density rolling storage units are installed, file cabinetspacemaybeconvertedtofinishedspacewith future work stations. Shell space can be planned for later completion and located forminimum reconfiguration ofspace. An expansion strategy should minimizefuturereconfigurationofexistingdivisions and sections allowing each to expand independently without disrupting others.

4. Maximize use of flexible meeting and conference rooms. The goal is to minimize single purpose spaces that are not fully used. Examples include multiuse of the Training/Community/DOC Room and certain conference rooms, by appropriately equipping the space with telephone, computer, A/V equipment, commercial TV and radio outlets for all these uses and de signing for easy quick conversion from one use to the other.

5. Cluster secretarial, reception and clerical work stations so that they share common file areas andwork roomsasmuchasfeasible and provide backup for each other.

6. All file drawers should be secure and lockable.

7. Provide appropriate fire protection, ventilation, isolation, environmental controlandsecurityforspecifictypesofstorage, such as computer data, records, A/V equipment, hazardous materials, cash, and valuable property.

8. The new Corporation Yard should be planned for escorting visitors. The general pub lic will be effectively restricted to the main lobby and meeting rooms in the Administration Building during certain working hours. Visitors should be asked towaitbrieflyinthemainlobbyforastaffmember to greet and escort them to their appropriate destination. The lobby should beplannedsothatvisitorscan’twanderthe halls unescorted. The lobby should be designed to be easily secured after hours.

9. A kitchenette or coffee bar will be strategically located in the Community/Training Room or Break Room, and Conference Room.

10. A work room containing copy machine, collating table or counter, fax, printer, supply stor age and other appropriate equip ment should be centrally located neartheclericalareanexttotheLobby.

11. Display cases that are lockable and tamper resistant should be provided for theMain Lobby, Training/CommunityRoom and Break Room to display trophies and history of the City of Santa Paula.


12. Interior finishes should be acousticallysound absorbent, except in very high traffic areas such as the public lobby,corridors and locker rooms where heavy rubberized or ceramic tile would provide more durability. Vinyl wall covering, corner guards and door kick plates should be provided in the heavy use corridors.

13. Acoustics are particularly important in the training room and break room. The spaces and sound systems should provide clear sound for speech, free of echo and distortion. The systems shouldbecontrolledtoavoidconfidentialconversations from being broadcast.

14. Lightandcolorareimportantinreducingstress, maintaining staff morale and minimizing employee turnover. It pays off in reduced recruiting and training costs and amore efficient enthusiasticworkforce. Colors should be pleasing with a calming effect and day lighting should be brought into the interior work areas by means of skylighted atriums or clerestory windows so that no one is required to work in a dim, windowless place.

15. Building hardening systems are just as important as the obvious visible characteristics of the spaces but should be virtually invisible to the casual observer. They include bullet resistant glass or decorative iron grille at the front counter and ballistics glass at high importance spaces exposed to the street or front lobby. Vehicle invasion barriers disguised as landscape and sculptural elements and ballistic barriers buried in walls protecting the front entry and the most vital elements

of the facility are also desirable for security. Steel mesh blinds or curtains can act as a blastdefensebysignificantlyreducingtheamount of glass blown through the spaces in the event of an outside blast such as a truck bomb. Public restrooms should be hardened with ballistics matting in the walls and ceiling to contain or redirect a bomb blast to the exterior to minimize injury to people in the building.

16. Tours of new public facilities are often in such demand that they become disruptive to operations. The design should accommodate tours by secure glass observation windows into sensitive spaces such as computer room, training rooms or maintenance shops. Visitors on an escorted tour should be able to see the spaces from the hallways or outside without entering.

17. Energy Conservation can be a major cost savings. One of the greatest maintenance expenses during the life of the building will be utility costs, especially costs for heating and air-conditioning. Therefore, it is in the best interest of the City for the Architect to investigate proven and reliable energy conservation measures such as natural daylighting, photovoltaic panels or off-peak generation by ice storage. These design features, while possibly increasing the initial construction budget, will ultimately pay for themselves and continue to pay returns via lower utility bills over the projected life span of the facility. The Architect in designing the facility will consider a variety of energy conservation strategies including the following:

• Minimizewindows at east andwestexposures and shade south, east and west glazing.

• AppropriatelowEthermo-glazingandinsulation.

• Minimizeartificiallightingandenhancespace with natural daylighting and photocell switching where appropriate.

• Multilevel lighting including doubleswitching and dimmer controls for all work areas with computers.

• Motion activated light switches toturn off lights when the space is not occupied.

• Task oriented lighting combinedwithindirect ambient lighting.

• ActiveandPassiveCoolingstrategies. • Zoned HVAC system on timers to

operate over time periods appropriate to the work hours of the department served by each zone.

• Naturalventilation.

18. Toilet facilities should be provided near administration, break room, and public lobbies. Ventilation for toilet facilities shall be maximized. All toilet facilities must be ADA compliant.

19. The main break room should be located in a convenient location with an attractive, safe ambiance and relationship to a secure outdoor space.

20. The break room or training room could be next to an outdoor “spill out” courtyard. This space could be used for breaks away from the office setting and be aquiet and secure area to have informal conversations with employees in a non threatening location. A natural gas line should be provided to this area for a gas grill.


21. The Americans with Disabilities Act (ADA) is a Federal mandate requir ing safe access to all areas of the building including work spaces, assembly spaces, meeting rooms, restrooms, tele phones and the workshop facilities. Security requirements cannot be an excuse for ignoring this requirement. Any staff member can be temporarily handicapped by an injury. Designing to the ADA standards can provide not only access for permanently disabled employees but the opportunity for continued employ ment at a desk job until a temporary injury heals.

22. Graffiti isacontinuingproblemthatcanbe countered by specifying smooth glazed exterior cladding materials or coating porous materials such as concrete and brickwithagraffitireleaseagent.

23. Materials and construction detailing must be designed to be water tight and to withstand high winds, heavy rains and occasional cold weather.

24. Biohazards and contamination by blood from accidents is a serious issue. Decontamination laundry facilit ies, emergency eye wash/shower and clean jump suits should be provided adjacent to the maintenance shops. An emergency eye wash and shower should be provided adjacent to where hazardous materials are used or handled.

25. Workshops and Vehicle Maintenance Shops should have roll up doors or grills for security. Fire codes also require regular swinging 36 inch doors for emergency exiting. All shops should have smoke and heatactivatedfiresprinklers.

26. All workshops and vehicle maintenance shops should have natural daylighting by skylights or clerestory windows.

27. Forflexibilityandsimplicityofconstructionmost workshops, vehicle parking garages and storage warehouses are proposed to be 25 ft. x 25 ft. modules equipped with electrical outlets, lighting, ventilation, data, telephone and be 12 ft. clear height.

28. Vehicle maintenance structures are proposed to be 20 ft. x 40 ft. modules equipped with heavy vehicle lifts capable of lifting fire apparatus, garbage trucksand heavy trucks up to 36 ft. long and be 20 ft. clear height. Need 45 ft for one bay forlargefiretruck.

29. Support spaces such as parts storage planned for the vehicle shop can have a clear height of 12 ft.

30. Vehicle maintenance modules will be equipped with electrical, compressed air, water vacuum, natural gas, lube and oil equipment, lighting, ventilation, data and telephone cabling.

32. The weld shop stores propane tanks weld shop supplies and material, equip with 8 ft.workbenchandfireextinguishers.

33. The animal control module should have five 4 ft. x 6 ft. caged dog enclosuresconnected with solid masonry dividing walls. Also an 8 ft. work bench, shelves for supplies and racks for smaller caged animals.

34. Hazmat storage. The current storage is in a 12 ft. x 25 ft. prefabricated wood frame structure donated by a government agency. A better solution would be a concrete or masonryorothernonflammablestructureequippedwithfiresprinklers.

35. All shop structures should have property line walls constructed of concrete or masonry with all cells grouted. Shops connected to wood f rame off ice construction should have the dividing wall also constructed of concrete or masonry with all cells grouted.

C. SITE AND PARKING1. The Public Works Yard and Water Division

city vehicle parking area must be secure and operational at all times, 24 hours per day, seven days a week. It must be well lighted and monitored to mini mize sabotage and vandalism. Visual and physical access must be restricted by walls and secu rity gates. There should be at least two ways in and out. Shelter from inclement weather would be highly desirable.

2. Parking spaces for standard size vehicles should be 9 x 20 ft.

3. Parking spaces for large trucks and equipment should be 10 x 30 ft.

4. Staff parking for personal vehicles should also be secure and well lighted. It can share the city vehicle parking area. It is recognized that both sites may be too small to accommodate all staff parking on site.

Revised 11/30/2016


5. Provide separate visitor parking, access and circulation.

6. An enclosed trash area for dumpsters should be located near the center of the cluster of buildings.

7. Delivery and service vehicles should be able to make mail and small article deliveries outside the security perimeter iffeasible.Largeheavyitemsequipmentand road repair materials should be delivered to the appropriate location in the yard.

8. Utilities such as electrical service, transformers, emergency generators, telephone, radio antennas and air intakes should be within the security perimeter and not exposed to vandalism and sabotage.

9. Screen from the public streets unattractive activities such as trash transfer if in the Public Works yard.

10. On site drives should be 30 ft. wide minimum.

11. Optional On Site Facilities

• Afuellingstationwillnotberequired.• Emergencygeneratorforallshops,fuelling,

administrative building and site lighting estimated to be 1500 kva for full load and 500 kva for minimum operation.

• Chargingstationsforelectricvehicles

D. COMMUNICATIONS SYSTEMS

1. The following systems must be carefully selected and specified to walk the technology tight rope between premature obsolescence and unproven products. The low voltage system for computer networks(LANandWAN),E-mail,CCTV,CTV, Telecommunications, optical imaging andRMS,AVLand800Mhz radio andaudio visual monitoring are all standard systems currently available. Provisions should be made in the design, work station detailing, delivery systems and spaces to accommodate these systems even if they are not all currently affordable. The goal is to achieve more complete integration of multiple systems requiring fewer CRTs and an operation that is more user-friendly, more universal, more reliable, more economical andmore flexible forfuture change.

2. The current trend in low voltage systems is touseafiber-opticbackbonewithtwistedpair cable to individual work stations; however, consideration should be given to emerging networking products that allow for shared computer and telephone wiring such as Integrated Data Networking (IDN), Asynchronous Transport Mode (ATM), wirelessLANsorVOIP.Itisimportantthatthe building and furniture be designed for easy economical change or upgrading of systems.

3. There should be a low voltage room separate from the electrical room. It shouldhavecomputerflooring(preferablyrecessed to avoid ramping problems), or overhead cable trays and be fully air-conditioned with humidity control.

4. The low voltage equipment room

containing telephone, CCTV, CTV, and security backboards should be well lighted and contain a work bench, maintenance manualsandmaintenancefiles.Itshouldhaveafinishedceilingforcleanlinessandto reduce air conditioning costs.

5. Cable television (CTV) is an essen tial communications medium during natural disasters and periods of civil disturbances. The television news media, especially the networks, have far better resources of manpower, vehicles and helicopters to cover and report a crisis than most cities. The Training Room doubling as a D.O.C. or E.O.C., the conference room, breakroom,Manager’sOfficeshouldbeequipped with CTV. Security monitors should be located at the front desk.

6. The telephone system needs to have voice mail capability, instruments at all work stations and enough lines so that a caller does not get a repeated busy signal.

7. Increasing demand for communications by telephone, computer, and E-mail will require that every work station be served by each of these low voltage networks. Each work station should also have access to dedicated circuits. Circuits should have greater capacity than required for current use to allow for future expanded use.

8. All workstations should be cabled for four jacks each using a universal system with the lines all interchangeable for telephone or computer data.

Revised 11/30/2016


9. Building security is most efficiently achieved by a proximity access card system with programmed coding and recording capabilities. The proximity reader allows access without requiring the individual to place a card in a slot, a great convenience when carrying articles. The cards are programmed for access to specific zonesor spacesby only thoseindividuals that are authorized. The card number, individual time, date, space and zone for each access can be recorded for future reference, if desired (See E. Security Zoning).

10. The card access system is augmented by CCTV monitoring which can also be recorded. The CCTV can also be activated by motion or sound intrusion detection so that endless footage of uneventful video tape is not wasted.

11. Access points such as the front door and yard gates can also be controlled remotely by the receptionist , yard manager or crew leads. These points of access must have both CCTV and intercom for proper identificationofthepersonseekingentry.

12. Intrusion alarm by infrared motion detection can augment the security system for especially sensitive or secure spaces by not only annunciating an alarm, both audio and visual at the receptionist station,yardmanager’soffice,crewleadsor police department, but also by triggering the CCTV monitor and video recorder in that space. It can also turn on the lights. This would be appropriate for storage and computer/radio equipment rooms.

13. Fire suppression should be by a “dry pre-action” system for spaces housing communications, telephone and computer equipment whereby the location of the fire is signaledand there is opportunityto extinguish it with small hand held extinguishers prior to release of water. Other spaces such as storage, conference rooms and maintenance facilities are protected by conventional water-charged sprinkler systems.

14. A public address system should be provided to all areas of the building. The intercom and paging system must be designed to locate an individual without being disruptive to the whole staff. It should be provided in the break room, locker rooms, rest rooms, hallways and shop modules.

E. SECURITY ZONINGThe card access control system is zoned to limit access to certain areas of the building or site to only those who need access to do their job. The following are recommended to be separate zones:

1. Yard access gates.

2. Front entry, staff entry and access to all administrative spaces.

3. Building and Grounds Shops.

4. GraffitiShop

5. Equipment Maintenance Shops

6. Weld Shop

7. Street Shops

8. Animal Control Module

9. Hazmat Storage

10. Radio, Telephone, Computer Equipment Room and electrical rooms.

Each of the above spaces would have a separate computer program code. Each member of the staff would have a card programmed for all codes for spaces which he is entitled to access. Each ingress and egress should be recordedwith time and individual’s name.

F. CODES AND STANDARDSThe facility must be designed to meet the requirements of all relevant local, state and national codes including upgrades for essential services, CSA, ADA, Title 24, Sustainability, City of Santa Paula zoning requirements, FEMA, NIOSH and NFPA requirements and guidelines.

Leach Mounce ArchitectsCity of Santa Paula Corporation Yard / Water Division Feasibility Study V. SPACE NEEDS - 1

V . S P A C E N E E D SC I T Y O F S A N T A P A U L A

The space needs are developed from applying the space standards illustrated in Section II.C totheorganizationandstaffingdevelopedinSection II.B. The needs are projected from current 2016 to 2019 and 2040 based on projected population growth.

The Administration/Support building has a 15% mark up from net to gross for circulation corridors, mechanical and structural spaces.

Shops are planned in standard bays (SB) for organizational clarity and construction simplicity. The typical shop bay is 25 x 25 ft and the vehicle maintenance bay is 20 x 40 ft to accommodatelargetrucksandfireapparatus.ThelargestfiretruckmaintainedattheSantaPaula Corporation Yard requires a 20 x 45 ft bay. The Water Division needs a 10 x 50 ft space to park a large truck/trailer rig.

The existing standard shop bay is 24 x 24 ft and existing vehicle maintenance bay is 20 x 25 ft leaving one third of the vehicle uncovered.

Line Items & Descriptions

Building Area

Space Standard

Space No. Staff Remarks

Revised 12/20/2016

City of Santa Paula Corporation Yard/Water Division Feasibility StudyLeach Mounce Architects V. SPACE NEEDS - 2

City of Santa Paula Corporation Yard / Water Division Feasibility Study Report 1 & 2New Corporation Yard Only on on existing 1.50 Corporation Yard Site

STAFF / AREA PROJECTIONS FACILITIES SUMMARYSPACE REMARKS

Space Building Area Staff Building Area Staff Building AreaNo. Description Qty QtyA. Administration and Support 12 1,639 16 4,614 27 5,206

Building Gross-Up 6% 277 6% 312Sub Total Administration and Support 12 1,639 16 4,891 27 5,518

B. Buildings and Grounds Shops - 1.5 bays 937 - 3 bays 1,875 - 4 bays 2,500

C. Graffiti Shop - 0.5 bays 312 - 1 bay 625 - 1 bay 625

D. Weld Shop - 20% Streets - 1 bay 625 - 1 bay 625 80% Equipment

E. Equipment Maintenance Shops - 4.8 bays 3,770 2 6 bays 4,625 2 9 bays 6,950 5 bins 840

F. Street Division Shops - 5 bays 3,250 - 6 bays 3,750 - 7 bays 4,375

G. Animal Control - 128 - 1 bay 625 -

Dilapidated Unused Buildings 1,200 Subtotal Shops 12 12 bays 10,437 16 18 bays 12,125 27 23 bays 15,075

No Building Gross-UpGrand Total Building Area 12,076 17,016 20,593

H. Site Needed 65,340 73,780 85,596

H2. Site: If restricted to existing 1.50 acres 65,340 65,340 65,3401

2040

July 18, 2017

current existing move-in new2016 2019


City of Santa Paula Corporation Yard / Water Division Feasibility Study Report 1New Corporation Yard Only on existing 1.50 Corporation Yard Site

STAFF / AREA PROJECTIONS A. Administration and SupportSPACE REMARKS

Space Staff Item Net Floor area Staff Item Net Floor area Staff Item Net Floor areaNo. Description Std. Area Qty. Qty. Qty. Qty. Qty. Qty.

Net Assigned Area 1,639 4,012 4,527Circulation or Open Space Allowance - 15% 602 15% 679Area Subtotal 12 1,639 16 4,614 27 5,206

1 Lobby - - 166 206Waiting Room 2 20 4 80 6 120Inquiry Counter 3 25 1 25 1 25Information Display 5 50 1 50 1 50Drinking Fountain 97 11 1 11 1 11

2 Public Restroom Men 96 63 1 63 1 63 1 63

3 Public Restroom Women 96 63 - - 1 63 1 63

4 Receptionist/Secretary - - 1 102 2 184Counter Workstation 19 84 1 84 1 84Files - lateral (4 Drawer) 55 9 2 18 4 36Clerical Workstation W53 64 1 64

5 Work/Copy/Storage Room - - 170 170Copier Medium 59 35 1 35 1 35Work Counter 15 lf 5 15 75 15 75Storage Shelving 47 4 15 60 15 60

6 Buildings & Ground Lead Office 120 3 - 216 1 1 120 1 1 120 Existing: one office for all three leads.

7 Equipment Maint. Lead Office 120 - - 1 1 120 1 1 120

8 Streets Division Lead Office 120 - - 1 1 120 1 1 120

9 Managers Office 150 - - 1 150 1 1 150

2040

July 18, 2017






2040

July 18, 2017


10 Conference Room - 10 25 - - 10 250 10 250 CCTV, AV display, computer &outlets.

11 Training Room - 30 35 - - 30 1,050 30 1,050 CCTV, AV display, computer &telephone outlets.

12 Chairs & Table Storage 120 - - 1 120 1 120

13 Lunch Room 9 1,360 12 483 21 633Dining Seats 87 15 20 300 30 450 CCTV, AV display & computerKitchenette 80 4 20 80 20 80 2 microwaves, 2 refrigerators, Vending 86 15 2 30 2 30 sink, warming oven, coffee urn.TV 81 25 1 25 1 25 Existing: dilapidated building is Lounge Seats 88 12 4 48 4 48 both locker room & lunch room.

14 Men's Locker Room (See 13) 346 536Lockers 24w x 24d x 72h 100 11 12 132 20 220Stalls, Shower & Drying 106 32 2 64 4 128Toilet ADA 110 40 1 40 1 40Toilet Standard 107 15 0 0 1 15Urinal 95 12 1 12 1 12Lavatory 109 15 1 15 2 30Drinking Fountain 97 11 1 11 1 11Storage with Shelving 47 4 8 32 10 40Vestibule 108 40 1 40 1 40





2040

July 18, 2017


15 Women's Locker Room 249 282Lockers 24w x 24d x 72h 100 11 5 55 8 88Stalls, Shower & Drying 106 32 2 64 2 64Toilet ADA 110 40 1 40 1 40Lavatory 109 15 1 15 1 15Drinking Fountain 97 11 1 11 1 11Storage with Shelving 47 4 6 24 6 24Vestibule 108 40 1 40 1 40

16 Administrative Storage 47 4 - - 20 80 80 25 100 100

17 Janitor 120 60 - - 1 60 1 60

18 Electrical - - 200 200

19 Administrative Storage - - 100 100



STAFF / AREA PROJECTIONS B. Buildings and Grounds ShopsSPACE REMARKS


Net Assigned Area 937 1,875 2,500Circulation or Open Space Allowance - - - Area Subtotal - 937 - 1,875 - 2,500

1 Bay 7 Existing SB.1 625 0.5 312 - - Existing: 50% Building & Division Shop Grounds and 50% Graffiti Shop.tools.

2 Bay 8 Existing SB.1 625 1 625 - - Lawn mower, barricades, trailer & supplies.

3 Bay B.2 New SB.1 625 - - 1 625 1 625 New shop or Storage modulesShop Bays B.1, B.2, B.3 & B.4 should

have overhead daylighting.4 Bay B.3 New SB.1 625 - - 1 625 1 625

Supplies Storage

5 Bay B.3 New SB.1 625 - - 1 625 1 625Supplies Storage

6 Bay B.4 New 625 - - - - 1 625General Building RenovationShop.

2040

July 18, 2017




STAFF / AREA PROJECTIONS C. Graffiti ShopSPACE REMARKS


Net Assigned Area 312 625 625Circulation or Open Space Allowance - - - Area Subtotal - 312 - 625 - 625

1 Bay 7 Existing SB.1 625 0.5 312 - - Existing: 50% Graffiti Shop and Division Shop 50% Building and Grounds Shop.paint.

2 Bay C.1 New SB.1 625 - 1 625 1 625 New Graffiti Shop should haveNear bay for graffiti trailer, overhead daylighting.supplies and paint.

2040

July 18, 2017




STAFF / AREA PROJECTIONS D. Weld ShopSPACE REMARKS


Net Assigned Area - 625 625Circulation or Open Space Allowance - - - Area Subtotal - - - 625 - 625

1 Bay 1 Existing SB.1 625 - - - Existing: 20% Streets and 80% Division Shop equipment maintenance. Seewelding supplies and Sections E and F for area materials. allocation.

2 Bay D.1 New SB.1 625 - 1 625 1 625 New weld shop should haveNew by for weld shop. overhead daylighting.Space for propane tanks,welding supplies and materials.

2040

July 18, 2017




STAFF / AREA PROJECTIONS E. Equipment Maintenance ShopSPACE REMARKS


Net Assigned Area 4,610 4,625 6,950Circulation or Open Space Allowance - 55% 2,544 54% 3,753 Area Subtotal - 4,610 1.56 7,169 1.83 10,703

1 Bay 1 Existing SB.2 400 1 400 - - Existing Bays 1, 2, 3 and 4 and Division Shop Bins 1, 2, 3, 4, 5 and 6 plus

shop and parts storage make up 2 Bay 2 Existing SB.2 400 1 400 - - the existing equipment

Vehicle maintenance lift. maintenance shops. Existingbays cover only half of the vehicle.

3 Bay 3 Existing SB.2 400 1 400 - - Vehicle maintenance lift.

4 Bay 4 Existing SB.3 500 1 500 - - Tires and equipment.

5 Bin 1 Existing SB.4 120 1 120 - - Existing bins 1, 2, 3, 4, 5 and 6Tires and equipment. are prefab roll off containers of

various sizes.6 Bin 2 Existing SB.4 120 1 120 - -

Tires and equipment.

7 Bin 3 Existing SB.5 200 1 200 - -

8 Bin 4 Existing SB.5 200 1 200 - -

9 Bin 5 Existing SB.5 200 1 200 - -

2040

July 18, 2017






2040

July 18, 2017


10 Shop Area Existing 1,330 - - Tools, work benches and supplies.

11 Parts Storage Existing 240 1 240 - -

12 Bay 1 Existing North Building SB.1 625 0.8 500 - - Weld Shop

13 Bay E.1 New SB.6 800 - 1 800 1 800 All bays open as much as possibleHeavy equipment maintenance for direct vision from supervisor's

office in center locations.14 Bay E.2 New SB.6 800 - 1 800 1 800

Heavy equipment maintenance

15 Bay E.3 New SB.6 800 - 1 800 1 800 Parts, supply storage andminor maintenance.



18 Bay E.6 New SB.6 800 - - 1 900 Heavy equipment maintenanceFire Apparatus

19 Bay E.7 New SB.6 800 - - 1 800 Heavy equipment maintenance





2040

July 18, 2017


20 Bay E.8 New SB.1 625 - 1 625 1 625 Storage and vehicle maintenanceAuto Shop not needing a lift.

21 Bay E.9 New SB.1 625 - - 1 625 Storage and vehicle maintenanceAuto Shop not needing a lift.



STAFF / AREA PROJECTIONS F. Street Division ShopsSPACE REMARKS


Net Assigned Area 3,250 3,750 4,375Circulation or Open Space Allowance - - - Area Subtotal - 3,250 - 3,750 - 4,375

1 Bay 1 Existing North Bldg. SB.1 625 0.2 125 - - Weld Shop

2 Bay 2 Existing SB.1 625 1 625 - - Street sweeper, small loadersweeper broom, parts,barricades and cones.

3 Bay 3 Existing SB.1 625 1 625 - - High lift truck, power washertrailer, cones and sand bags.

4 Bay 4 Existing SB.1 625 1 625 - - Light bar trailer, stump grinder, arrow board trailer,lumber rack, pipe racks, pesticides and fuel storage.

5 Bay 5 Existing SB.1 625 1 625 - - Work shop, paint trailer,small equipment, chainsaws, cement tools, crosswalk light parts and banners.

6 Bay 6 Existing SB.1 625 1 625 - - Sign shop, forklift, side walkscrubber, paint, signs, raingear lockers.

2040

July 18, 2017






2040

July 18, 2017


7 Bay F.1 New SM.1 625 - 1 625 1 625 2 street sweepers, sweeperbrooms and parts.

8 Bay F.2 New SM.1 625 - - 1 625 For 2019 store in Bay F.4 untilBarricades, cones and sand 2014 build out.bags.

9 Bay F.3 New SM.1 625 - 1 625 1 625 High ift truck, power washertailer, forklift, side walk washer.

10 Bay F.4 New SM.1 625 - 1 625 1 625 Light bar trailer, stumpgrinder and arrow board trailer.

11 Bay F.5 New SM.1 625 - 1 625 1 625 Lumber and pipe storageracks, pesticide and fuelstorage.

12 Bay F.6 New SM.1 625 - 1 625 1 625 Work shop, small equipment,chain saws, cement tools,crosswalk light parts and banners.

13 Bay F.7 New SM.1 625 - 1 625 1 625 Sign shop, paint, signs,lockers for rain gear.



STAFF / AREA PROJECTIONS G. Animal ControlSPACE REMARKS



1 Bay G.1 New SB.1 625 128 625 625 Division Shop 20 6 120 6 120Dog houses 4' x 5' 20 4 128 6 120 6 120 Existing four dog houses 4' x 8'Work Counter 5 8 40 8 40 each, storage cabinets aboveSmall animal cages 5 12 60 12 60 and below work counter.Animal transport truck 285 1 285 1 285

2040

July 18, 2017




STAFF / AREA PROJECTIONS H1. SiteSPACE REMARKS


Net Assigned Area 34,463 43,780 55,582Circulation and Open Space Allowance 90% 30,877 55% 24,000 54% 30,014 Area Subtotal 1.50 acres 65,340 1.56 acres 67,780 1.83 acres 85,596 Need 1/3 acre more site.

1 Administrative & Support 1,639 4,891 5,518 Building and Footprint

2 Shop Buildings Footprint 10,437 12,125 15,700

3 Visitor Parking 136 350 - 2 700 2 700

4 ADA Visitor Parking 170 512 - 1 512 1 512

5 Staff Parking 136 350 12 4,200 13 4,550 26 9,100

6 ADA Staff Parking 170 512 1 512 1 512 1 512

7 City Vehicle Parking 136 350 33 11,550 35 12,250 41 14,350

8 City Truck Parking 475 9 4,275 10 4,750 12 5,700

9 Material Bins 400 4 1,600 4 1,600 4 1,600

10 HazMat Prefab. Bldg. 250 1 250 1 250 1 250 Tools, work benches & supplies.

11 Flag Poles 263 100 - - 2 200 2 200

12 Emergency Generator - - 720 720 Emergency Generator 360 1 360 1 360Fuel Tanks 360 1 360 1 360

2040

July 18, 2017




STAFF / AREA PROJECTIONS H1. SiteSPACE REMARKS


2040

July 18, 2017


13 Vehicle Wash Rack - - 1 600 1 600

14 Charging Station 60 - - 2 120 2 120



STAFF / AREA PROJECTIONS H2. Site (if restricted to existing 1.50 acres)SPACE REMARKS


Net Assigned Area 34,463 41,330 41,532Circulation or Open Space Allowance 90% 30,877 58% 24,010 58% 23,808 Area Total 1.50 acres 65,340 65,340 65,340



3 Visitor Parking 136 350 - 2 700 2 700


5 Staff Parking 136 350 12 4,200 6 2,100 - -

6 ADA Staff Parking 170 512 1 512 1 512 1 512 see notes below columns

7 City Vehicle Parking 136 350 33 11,550 35 12,250 26 9,100 see notes below columns


9 Material Bins 400 4 1,600 4 1,600 4 1,600

10 Hazmat Prefab Bldg. 250 1 250 1 250 1 250 Tools, work benches & supplies.

11 Flag Poles 263 100 - - 2 200 2 200

2040

July 18, 2017




STAFF / AREA PROJECTIONS H2. Site (if restricted to existing 1.50 acres)SPACE REMARKS


2040

July 18, 2017



13 Vehicle Wash Rack - - 1 600 1 600


2,440 sf over 65,340 14,242 sf over 65,540park 7 staff cars off site park 26 staff cars and 15 cityor in shops. vehicles off site or 15 city vehicles

in shops and 26 staff cars off site.


City of Santa Paula Corporation Yard / Water Division Feasibility Study Report 3Corporation Yard Only on 2.29 acre Calpipe Road Site


Space Staff Building Area Staff Building Area Staff Building AreaNo. Description Qty. Qty Qty

A. Administration and Support 12 1,639 16 4,598 27 5,206Building Gross-Up 6% 276 6% 312

Sub Total Administration and Support 12 1,639 16 4,891 27 5,518B. Buildings and Grounds Shops - 1.5 bays 937 - 3 bays 1,875 - 4 bays 2,500

Division ShopC. Graffiti Shop - 0.5 bays 312 - 1 bay 625 - 1 bay 625

D. Weld Shop - 20% Streets - 1 bay 625 - 1 bay 625 80% Equipment

E. Equipment Maintenance Shops - 4.8 bays 3,770 - 8 bays 6,800 - 10 bays 8,000

F. Street Division Shops - 5.2 bays 3,250 - 6 bays 3,750 - 7 bays 4,375 5 bins 840

G. Animal Control - 1 prefab 128 - 1 bay 625 - 1 bay 625

Delapidated Unused Buildings - 1,200

Subtotal Shops 12 bays 10,437 20 bays 14,300 24 bays 16,750No Building Gross-Up

Grand Total Building Area 12,076 19,191 22,268

I1. 53,264 80,739 76,292Total Site Area 2.29 acres 65,340 99,930 98,560

Site & Hazmat, Wash rack, Generator, Bins, Rollaways, Parking Drives and Landscaping

2040

July 18, 2017






Net Assigned Area 1,639 5,176 6,100Circulation or Open Space Allowance - 20% 1,035 20% 1,220Area Subtotal 12 1,639 30 6,211 44 7,320

1 Lobby - - 241 331 Shared with Water Division.Waiting Room Seating 2 20 4 80 6 120Inquiry Counter 3 25 4 100 4 100Information Display 5 50 1 50 2 100Drinking Fountain 97 11 1 11 1 11

2 Public Restroom Men 96 63 1 63 1 63 1 63 Option would be to use restroomattached to locker rooms.


4 Receptionist/Secretary - - 1 102 1 268 Corporation Yard and WaterReception Workstation WS1 84 1 84 2 168 Division could share secretary.Files - lateral (4 Drawer) 55 9 2 18 4 36 Spare workstation for part-timeClerical Workstation WS2 64 1 64 clerical.


6 Streets Div. & Bldgs. Grounds 120 3 - 216 2 2 240 2 2 240 Existing: one office for all three Lead Office leads. New office shared by two.

7 Equipment Maint. Lead Office 120 - - 1 1 120 1 1 120 New office in Shop Building.

8 Managers Office 150 - - 1 150 1 1 150

9 Corporation Yard Conference 25 - - 10 250 10 250 CCTV, AV display & computerRoom - 10 outlets.

2040current existing move-in new

July 18, 2017

2016 2019






July 18, 2017

2016 2019

10 Training Room - 30 35 19 - - 24 30 1,050 37 30 1,050 CCTV, AV display, computer &telephone outlets. Shared with

11 Chairs & Table Storage 120 - - 1 120 1 120 Water Division.

12 Lunch Room 1,360 483 633 Locate next to Training Room.Dining Seats 87 15 20 300 30 450 Computer outlets. Shared withKitchenette 80 4 20 80 20 80 Water Division, 2 microwaves, Vending 86 15 2 30 2 30 2 refrigerators, sink, warming TV 81 25 1 25 1 25 oven and coffee urn. Existing:Lounge Seats 88 12 4 48 4 48 dilapidated building is both locker

room & lunch room. Space can 13 Corporation Yard Men's Locker Room 298 529 be saved by using a 30 ft x 40 ft

Lockers 24w x 24d x 72h 100 11 12 132 24 264 1,200 sf space divided by a Stalls, Shower & Drying 106 32 1 32 3 96 folding partition between the Toilet ADA 110 40 1 40 1 40 Lunch Room and Training RoomToilet Standard 107 15 0 0 0 0 when open the 1,200 sf spaceUrinal 95 12 1 12 2 24 would provide an expandedLavatory 109 15 1 15 2 30 Training Room.Drinking Fountain 97 11 1 11 1 11Vestibule 108 40 1 40 1 40

14 Corporation Yard Women's Locker Room 193 226Lockers 24w x 24d x 72h 100 11 5 55 8 88Stalls, Shower & Drying 106 32 1 32 1 32Toilet ADA 110 40 1 40 1 40Lavatory 109 15 1 15 1 15Drinking Fountain 97 11 1 11 1 11Storage with Shelving 47 4 0 0 0 0 In Lavatory Vanity.Vestibule 108 40 1 40 1 40







July 18, 2017

2016 2019

16 Janitor 120 60 - - 1 60 1 60


18 Information Technology - - 120 120


20 Water Division Lead 120 1 - - 1 1 120 1 2 240 Extra space for storage or spareworkstation.

21 Water Division Manager 150 1 - - 1 1 150 1 1 150

22 Water Division Conference 25 - - 10 250 10 250 CCTV, AV display & computerRoom - 10 outlets.

23 Water Division Men's Locker Room 282 385Lockers 24w x 24d x 72h 100 11 12 132 16 176Stalls, Shower & Drying 106 32 1 32 2 64Toilet ADA 110 40 1 40 1 40Toilet Standard 107 15 0 0 0 0Urinal 95 12 1 12 2 24Lavatory 109 15 1 15 2 30Drinking Fountain 97 11 1 11 1 11Vestibule 108 40 1 40 1 40

24 Water Division Women's Locker Room 171 182Lockers 24w x 24d x 72h 100 11 3 33 4 44Stalls, Shower & Drying 106 32 1 32 1 32Toilet ADA 110 40 1 40 1 40Lavatory 109 15 1 15 1 15Drinking Fountain 97 11 1 11 1 11






1 Bay 7 Existing SB.1 625 0.5 312 - - Existing: 50% Building & Division Shop Grounds and 50% Graffiti Shop.tools.



Shop



6 Bay B.4 New 625 - - - - 1 625

2040

July 18, 2017







1 Bay 7 Existing SB.1 625 0.5 312 - - Existing: 50% Graffiti Shop and Division Shop 50% Building and Grounds Shop.paint.


2040

July 18, 2017







1 Bay 1 Existing SB.1 625 - - - Existing: 20% Streets and 80%Division Shop equipment maintenance. Seewelding supplies and Sections E and F for area materials. allocation.

2 Bay D.1 New SB.1 625 - 1 625 1 625 New weld shop should haveNew by for weld shop. overhead daylighting.Space for propane tanks,welding supplies and

2040

July 18, 2017







1 Bay 1 Existing SB.2 400 1 400 - - Existing Bays 1, 2, 3 and 4 and Division Shop Bins 1, 2, 3, 4, 5 and 6 plus



3 Bay 3 Existing SB.2 400 1 400 - - Vehicle maintenance lift.Vehicle maintenance lift.




6 Bin 3 Existing SB.5 200 1 200 - - Tires and equipment.

7 Bin 4 Existing SB.5 200 1 200 - -

8 Bin 5 Existing SB.5 200 1 200 - -

2040

July 18, 2017






2040

July 18, 2017





12 Bay E.1 New SB.7 600 - - 1 600 All bays open as much as possibleHeavy equipment maintenance for direct vision from supervisor's

office in center location. 20 ft. x 30 13 Bay E.2 New SB.7 600 - - 1 600 ft. bays are paired end to end so

Heavy equipment maintenance that large trucks an fire apparatusover 30 ft/ long can take

14 Bay E.3 New SB.7 600 - 1 600 1 600 of the overlap.Parts, supply storage andminor maintenance.



17 Bay E.6 New SB.7 600 - 1 600 1 600 Heavy equipment maintenanceFire Apparatus

18 Bay E.7 New SB.7 600 - 1 600 1 600 Heavy equipment maintenance





2040

July 18, 2017




21 Bay E.10 New SB.7 600 - 1 600 1 600

22 Bay E.11 New SB.9 1100 - 1 1,100 1 1,100Parts and Supplies

23 Bay E.12 New SB.10 1000 - 1 1,000 1 1,000Tire Shop






1 Bay 1 Existing North Bldg. SB.1 625 0.2 125 - - Weld Shop 0.2 Bay

2 Bay 2 Existing SB.1 625 1 625 - - Street sweeper, small loadersweeper broom, parts,barricades and cones.Trailer and sand bags


4 Bay 4 Existing SB.1 625 1 625 - -


6 Bay 6 Existing SB.1 625 1 625 - -

2040

July 18, 2017






2040

July 18, 2017


6 Bay F.1 New SB.1 625 - 1 625 1 625 2 street sweepers, sweeperbrooms and parts.

8 Bay F.2 New SB.1 625 - - 1 625 For 2019 store in Bay S.4 untilBarricades, cones and sand 2040 build out for Corporationbags. Street Site.

9 Bay F.3 New SB.1 625 - 1 625 1 625 High lift truck, power washertrailer, forklift, side walk washer.

10 Bay F.4 New SB.1 625 - 1 625 1 625 Light bar trailer, stumpgrinder and arrow board trailer.

11 Bay F.5 New SB.1 625 - 1 625 1 625 Lumber and pipe storageracks, pesticide and fuelstorage.

12 Bay F.6 New SB.1 625 - 1 625 1 625 Work shop, small equipment,chain saws, cement tools,crosswalk light parts and banners.

13 Bay F.7 New SB.1 625 - 1 625 1 625 Sign shop, paint, signs,lockers for rain gear.






1 Bay G1 New SB.1 625 128 625 625 Division Shop 20 6 120 6 120Dog houses 4' x 5' 20 4 128 6 120 6 120 Existing four dog houses 4' x 8'Work Counter 5 8 40 8 40 each, storage cabinets aboveSmall animal cages 5 12 60 12 60 and below work counter.Animal transport truck 285 1 285 1 285

2040

July 18, 2017




STAFF / AREA PROJECTIONS H. HazMatSPACE REMARKS



1 Bay H.1 New SB.6 - 800 1,520 Division Shop 800 1 800 1 800

2 Bay H.2 New 720 572 650 720 Generator Storage 1 1 720

3 Small Parts Storage 1,100 936 1 1,000 1 1,100 Work bench & shelving.

4 HazMat Storage 200 1 250 1 250 Gas, oil and chemicals.

5 Existing Office Shop 1,562 (1,773) (2,007) These figures for 2019 and 2040Lockers replaced by New H.1 A20, A21, are a summary of H.1 A20, A21,A22, A23 & A24. A22, A23 and A24. They are not

to be added to any other numbers in this section.

6 Vehicle Wash Rack - 720 720

2040

July 18, 2017



City of Santa Paula Corporation Yard / Water Division Feasibility Study Report 3Corporation Yard Only on 2.29 acre Calpipe Road Site I1. Bins, Parking Drives,

STAFF / AREA PROJECTIONS Landscaping and RollawaysSPACE REMARKS


Net Assigned Area 35,980 43,060 56,424Circulation and Open Space Allowance 82% 29,360 54% 24,000 42% 24,000 Area Subtotal 1.50 acres 65,340 1.57 acres 68,180 1.86 acres 81,032

1 Administrative & Support 1,639 4,891 5,518 Division Shop


3 Visitor Parking 136 350 - 2 700 5 1,750


5 Staff Parking 136 350 12 4,200 13 4,550 26 9,100

6 ADA Staff Parking 170 512 1 512 1 512 2 1,024

7 City Vehicle Parking 136 350 33 11,550 35 12,250 41 14,350


8 Material Bins 400 4 1,600 4 1,600 4 1,600

9 HazMat Prefab Bldg. 250 1 128 1 250 1 250 Tools, work benches & supplies

11 Flag Poles 263 100 - - 2 200 2 200


2040

July 18, 2017



City of Santa Paula Corporation Yard / Water Division Feasibility Study Report 3Corporation Yard Only for 79% of 2.90 acres usable Calpipe Road Site

STAFF / AREA PROJECTIONS I2. Site (as restricted to existing 2.29 acres)SPACE REMARKS


Net Assigned Area 34,748 44,058 55,860Circulation or Open Space Allowance 88% 30,470 126% 55,750 79% 43,948 Area Total 1.50 acres 65,340 2.29 acres 99,930 2.29 acres 99,808



3 Visitor Parking 136 350 - 2 700 2 700 Items 3, 4 & 5 are in a small sharedlot at the front.

4 ADA Visitor Parking 170 512 - 1 512 1 512 Remainder of staff parks on nearby streets.

5 Staff Parking 136 350 12 4,200 13 4,550 26 9,100

6 ADA Staff Parking 170 512 1 512 1 512 1 512

7 City Vehicle Parking 136 350 33 11,550 35 12,250 41 14,350 5 in bays 2019, 25 in bays 2040


9 Material Bins 400 4 1,600 4 1,600 4 1,600

10 Hazmat Prefab Bldg. 250 1 128 1 128 1 128 Tools, work benches & supplies.

11 Flag Poles 263 100 - - 2 200 2 200

2040

July 18, 2017



City of Santa Paula Corporation Yard / Water Division Feasibility Study Report 3Corporation Yard Only for 79% of 2.90 acres usable Calpipe Road Site

STAFF / AREA PROJECTIONS I2. Site (as restricted to existing 2.29 acres)SPACE REMARKS


2040

July 18, 2017



13 Vehicle Wash Rack 720 - - 1 720 1 720



City of Santa Paula Corporation Yard / Water Division Feasibility Study Report 3I3. Corporation Yard and Water Division

STAFF / AREA PROJECTIONS on 2.90 acres Calpipe Road SiteSPACE REMARKS


Net Assigned Area 149,096 126,300 126,300 Current existing is Corp. YardCirculation and Landscape 3.44 acres 2.90 acres 2.90 acres 1.50 acres + Water ServicesArea Total 1.50 + 1.94 acres 149,096 - 126,300 - 126,300 1.94 acres = 3.44 acres

1 Administrative & Shops Footprint 5,744 12,340 13,345 Administration for Corp. Yard &Administration Footprint 2,737 7,320 shared 7,320 shared Water Division, Buildings andShops B.1, B.2, B.3 & B.4 Footprint 937 3 bays 1,875 2,500 Grounds Shops, Water DivisionShop D.1 Footprint 0 1 bay 625 625 Shops and Parts Room.Shops H.1 & H.2 Footprint 1,134 1,520 1,700Water Division Parts Footprint 936 1,000 1,200

2 Shops F.1, F.2, F.3, F.4, F.5 & F.6 3,250 6 bays 3,750 6 bays 3,750 Streets Division

3 Shops F.7, C.1 & G.1 440 3 bays 1,875 3 bays 1,875 Streets, Grafitti & Animal Control.

4 Shops E.1, E.2, E.3, E.4, E.5, E.6, E.7, 4,610 8 bays 6,800 10 bays 8,000 Vehicle MaintenanceE.8, E.9 & E.10

5 Water Division HazMat 400 500 600

6 Water Division Storage 1,100 1,500 1,760

7 Material Bins Shared 400 4 1,600 4 1,600 5 2,000 Base, sand, gravel & AC mix.

8 Emergency Generator Shared 800 800 800 800

9 Pipe Yard & Loading 2,800 2,000 2,400 1 3,000

10 Car Wash - 600 600

11 Trash Dumpsters 150 1 150 2 300 2 300

12 Rollaway Bins 200 3 600 5 1,000 5 1,000

2040

July 18, 2017



City of Santa Paula Corporation Yard / Water Division Feasibility Study Report 3I3. Corporation Yard and Water Division

STAFF / AREA PROJECTIONS on 2.90 acres Calpipe Road SiteSPACE REMARKS


2040

July 18, 2017


13 Visitor Parking 136 350 5 1,750 5 1,750 5 1,750

14 ADA Visitor Parking 170 512 - - 1 512 1 512

15 Staff Parking 136 350 23 8,050 29 10,150 43 15,050

16 ADA Staff Parking 170 512 - - 1 512 1 512

17 City Vehicle Parking 136 350 53 18,550 55 19,250 49 17,150 Total City Vehicles 71

18 City Truck Parking 475 10 4,750 12 5,700 16 7,600 22 - 22 park in shop bays

19 Vehicle Circulation 89,502 30,296 30,296

20 Landscape & Hardscape 5,800 24,665 16,400

Total Parking 91 103 137


City of Santa Paula Corporation Yard / Water Division Feasibility Study Report 4Corporation Yard and Water Division on 2.90 acre Calpipe Road Site


Space Staff Building Area Staff Building Area Staff Building AreaNo. Description Qty. Qty Qty

A. Administration and Support 24 1,639 30 6,211 44 7,320 program

Sub Total Administration and Support 24 1,639 30 6,211 44 7,320 actualB. Buildings and Grounds Shops - 1.5 bays 937 - 3 bays 1,875 - 4 bays 2,500

C. Graffiti Shop - 0.5 bays 312 - 1 bay 625 - 1 bay 625

D. Weld Shop - 20% Streets - - 1 bay 625 - 1 bay 625 80% Equipment

E. Equipment Maintenance Shops - 4.8 bays 3,770 - 8 bays 6,800 - 10 bays 8,000 5 bins + 1,570 sf840

F. Street Division Shops - 5.2 bays 3,250 - 6 bays 3,750 - 7 bays 4,375

G. Animal Control 128 1 bay 625 1 bay 625 Dilapidated Unused Buildings 1,200

H.1-H.3 Water Division Shop, Generators & Parts 2,070 2 bays 2,520 2 bays 2,900 H.4 Water Division HazMat 400 500 600 H.5 Water Division Storage 1,100 1,500 1,760 H.6 Corporate Yard HazMat 200 250 250

Subtotal Shops 12 bays 14,207 22 bays 19,070 26 bays 22,260No Building Gross-Up

Grand Total Building Area 15,846 25,281 29,580I1. Parking, Drives, Landscaping, Bins and Rollaways 133,352 101,019 96,720

Totals Reference Sections I.8-I.21

I1.Move to Calpipe Road 2.90 acresTotals Reference Sections I.1-I.7

Grand Total of Section I 3.44 acres 149,198 2.90 acres 126,300 2.90 acres 126,300

Total Existing Water Div. Corp. Yard Site Area Initially 3.44 acres

2040

July 18, 2017






Net Assigned Area 1,639 5,176 6,100Circulation or Open Space Allowance - 20% 1,035 20% 1,220Area Subtotal 24 1,639 30 6,211 44 7,320

1 Lobby - - 241 331 Shared with Water Division.Waiting Room Seating 2 20 4 80 6 120Inquiry Counter 3 25 4 100 4 100Information Display 5 50 1 50 2 100Drinking Fountain 97 11 1 11 1 11

2 Public Restroom Men 96 63 1 63 1 63 1 63 Option would be to use restroomattached to locker rooms.


4 Receptionist/Secretary - - 1 102 1 268 Corporation Yard and WaterReception Workstation WS1 84 1 84 2 168 Division could share secretary.Files - lateral (4 Drawer) 55 9 2 18 4 36 Spare workstation for part-timeClerical Workstation WS2 64 1 64 clerical.


6 Streets Div. & Bldgs. Grounds 120 3 - 216 2 2 240 2 2 240 Existing: one office for all three Lead Office leads. New office shared by two.

7 Equipment Maint. Lead Office 120 - - 1 1 120 1 1 120 New office in Shop Building.

8 Managers Office 150 - - 1 150 1 1 150

9 Corporation Yard Conference 25 - - 10 250 10 250 CCTV, AV display & computerRoom - 10 outlets.

2040

July 18, 2017






2040

July 18, 2017


10 Training Room - 30 35 19 - - 24 30 1,050 37 30 1,050 CCTV, AV display, computer &telephone outlets. Shared with

11 Chairs & Table Storage 120 - - 1 120 1 120 Water Division.

12 Lunch Room 1,360 483 633 Locate next to Training Room.Dining Seats 87 15 20 300 30 450 Computer outlets. Shared withKitchenette 80 4 20 80 20 80 Water Division, 2 microwaves, Vending 86 15 2 30 2 30 2 refrigerators, sink, warming TV 81 25 1 25 1 25 oven and coffee urn. Existing:Lounge Seats 88 12 4 48 4 48 dilapidated building is both locker

room & lunch room. Space can 13 Corporation Yard Men's Locker Room 298 529 be saved by using a 30 ft x 40 ft

Lockers 24w x 24d x 72h 100 11 12 132 24 264 1,200 sf space divided by a Stalls, Shower & Drying 106 32 1 32 3 96 folding partition between the Toilet ADA 110 40 1 40 1 40 Lunch Room and Training RoomToilet Standard 107 15 0 0 0 0 when open the 1,200 sf spaceUrinal 95 12 1 12 2 24 would provide an expandedLavatory 109 15 1 15 2 30 Training Room.Drinking Fountain 97 11 1 11 1 11Storage with Shelving 47 4 4 16 6 24Vestibule 108 40 1 40 1 40

14 Corporation Yard Women's Locker Room 193 226Lockers 24w x 24d x 72h 100 11 5 55 8 88Stalls, Shower & Drying 106 32 1 32 1 32Toilet ADA 110 40 1 40 1 40Lavatory 109 15 1 15 1 15Drinking Fountain 97 11 1 11 1 11Storage with Shelving 47 4 0 0 0 0 In Lavatory Vanity.Vestibule 108 40 1 40 1 40


16 Janitor 120 60 - - 1 60 1 60





2040

July 18, 2017



18 Information Technology - - 120 120


20 Water Division Lead 120 1 - - 1 1 120 1 2 240 Extra space for storage or spareworkstation.

21 Water Division Manager 150 1 - - 1 1 150 1 1 150

22 Water Division Conference 25 - - 10 250 10 250 CCTV, AV display & computerRoom - 10 outlets.

23 Water Division Men's Locker Room 282 385Lockers 24w x 24d x 72h 100 11 12 132 16 176Stalls, Shower & Drying 106 32 1 32 2 64Toilet ADA 110 40 1 40 1 40Toilet Standard 107 15 0 0 0 0Urinal 95 12 1 12 2 24Lavatory 109 15 1 15 2 30Drinking Fountain 97 11 1 11 1 11Storage with Shelving 47 4 0 0 0 0Vestibule 108 40 1 40 1 40

24 Water Division Women's Locker Room 171 182Lockers 24w x 24d x 72h 100 11 3 33 4 44Stalls, Shower & Drying 106 32 1 32 1 32Toilet ADA 110 40 1 40 1 40Lavatory 109 15 1 15 1 15Drinking Fountain 97 11 1 11 1 11Storage with Shelving 47 4 0 0 0 0 In Lavatory Vanity.Vestibule 108 40 1 40 1 40






1 Bay 7 Existing SB.1 625 0.5 312 - - Existing: 50% Building & Plumbing supplies & small Grounds and 50% Graffiti Shop.tools.


3 Bay B.1 New SB.1 625 - - 1 625 1 625 New shop or Storage modulesPaint Shop Bays B.1, B.2, B.3 & B.4 should


Shop


6 Bay B.4 New 625 - - - - 1 625General Building RenovationShop.

2040

July 18, 2017







1 Bay 7 Existing SB.1 625 0.5 312 - - Existing: 50% Graffiti Shop andGraffiti trailer, supplies and 50% Building and Grounds Shop.paint.


2040

July 18, 2017







1 Bay 1 Existing SB.1 625 - - - Existing: 20% Streets and 80%Weld Shop, propane tanks, equipment maintenance. Seewelding supplies and Sections E and F for area materials. allocation.

2 Bay D.1 New SB.1 625 - 1 625 1 625 New weld shop should haveNew by for weld shop. overhead daylighting.Space for propane tanks,welding supplies and materials.

2040

July 18, 2017







1 Bay 1 Existing SB.2 400 1 400 - - Existing Bays 1, 2, 3 and 4 andVehicle maintenance lift. Bins 1, 2, 3, 4, 5 and 6 plus








7 Bin 3 Existing SB.5 200 1 200 - - Tires and equipment.

8 Bin 4 Existing SB.5 200 1 200 - -

9 Bin 5 Existing SB.5 200 1 200 - -

2040

July 18, 2017






2040

July 18, 2017





13 Bay E.1 New SB.7 600 - - 1 600 All bays open as much as possibleHeavy equipment maintenance for direct vision from supervisor's

office in center location. 20 ft. x 30 14 Bay E.2 New SB.7 600 - - 1 600 ft. bays are paired end to end so

Heavy equipment maintenance that large trucks and fire apparatus more than 30 ft. long

15 Bay E.3 New SB.7 600 - 1 600 1 600 can take advantage of the Parts, supply storage and overlapminor maintenance.



18 Bay E.6 New SB.7 600 - 1 600 1 600 Heavy equipment maintenanceFire Apparatus

19 Bay E.7 New SB.7 600 - 1 600 1 600 Heavy equipment maintenance





2040

July 18, 2017


20 Bay E.8 New SB.7 600 - 1 600 1 600

21 Bay E.9 New SB.8 500 - 1 500 1 500 Office, Report Writing. Lobby

22 Bay E.10 New SB.7 600 - 1 600 1 600

23 Bay E.11 New SB.9 1100 - 1 1,100 1 1,100Parts and Supplies

24 Bay E.12 New SB.10 1000 - 1 1,000 1 1,000Tire Shop






1 Bay 1 Existing North Bldg. SB.1 625 0.2 125 - - Weld Shop

2 Bay 2 Existing SB.1 625 1 625 - - Street sweeper, small loadersweeper broom, parts,barricades and cones.

3 Bay 3 Existing SB.1 625 1 625 - - High lift truck, power washertrailer, cones and sand bags.


5 Bay 5 Existing SB.1 625 1 625 - - Work shop, paint trailer,small equipment, chainsaws, cement tools, cross

walk light parts and banners.


2040

July 18, 2017






2040

July 18, 2017


7 Bay F.1 New SB.1 625 - 1 625 1 625 2 street sweepers, sweeperbrooms and parts.

8 Bay F.2 New SB.1 625 - - 1 625 For 2019 store in Bay F.4 untilBarricades, cones and sand 2040 build out for Corporationbags. Street Site.

9 Bay F.3 New SB.1 625 - 1 625 1 625 High lift truck, power washertrailer, forklift, side walk washer.

10 Bay F.4 New SB.1 625 - 1 625 1 625 Light bar trailer, stumpgrinder and arrow board trailer.

11 Bay F.5 New SB.1 625 - 1 625 1 625 Lumber and pipe storageracks, pesticide and fuelstorage.

12 Bay F.6 New SB.1 625 - 1 625 1 625 Work shop, small equipment,chain saws, cement tools,crosswalk light parts and banners.

13 Bay F.7 New SB.1 625 - 1 625 1 625 Sign shop, paint, signs,lockers for rain gear.






1 Bay G.1 New SB.1 625 128 625 625 Dog runs 4' x 5' 20 6 120 6 120Dog houses 4' x 5' 20 4 128 6 120 6 120 Existing four dog houses 4' x 8'Work Counter 5 8 40 8 40 each, storage cabinets aboveSmall animal cages 5 12 60 12 60 and below work counter.Animal transport truck 285 1 285 1 285

2040

July 18, 2017




STAFF / AREA PROJECTIONS H. Water Division Shops & StorageSPACE REMARKS



1 Bay H.1 New SB.6 - 800 1,080 Water Division Shop 1 800 1 1,080

2 Bay H.2 New 720 572 650 720 Generator Storage 1 1 720

3 Small Parts Storage 1,100 436 1 1,000 1 1,100 Work bench & shelving.

4 Existing Office Shop 1,062 (1,773) (2,007) These figures for 2019 and 2040Lockers replaced by New H.1 A20, A21, are a summary of H.1 A20, A21,A22, A23 & A24. A22, A23 and A24. They are not

to be added to any other numbers in this section.

5 Water Division HazMat 400 1 500 1 600 Gas, oil and chemicals.

6 Water Division Storage 1,100 1 1,500 1 1,760 Miscellaneous & barricades.

7 Corporate Yard HazMat 200 1 250 1 250 Gas, oil and chemicals.

2040

July 18, 2017



City of Santa Paula Corporation Yard / Water Division Feasibility Study Report 4Corporation Yard and Water Division on 2.90 acres Calpipe Road Site I1. Total Site Area Initially 3.44 acres

STAFF / AREA PROJECTIONS Move to Calpipe Road 2.90 acresSPACE REMARKS


Net Assigned Area 133,352 126,300 126,300 Current existing is Corp. YardCirculation and Landscape 3.44 acres 2.90 acres 2.90 acres 1.50 acres + Water ServicesArea Total 1.50 + 1.94 acres 133,352 - 126,300 - 126,300 1.94 acres = 3.44 acres

1 Administrative & Shops Footprint 5,744 11,231 13,345 Administration for Corp. Yard &Administration Footprint 2,737 6,211 shared 7,320 shared Water Division, Buildings andShops B.1, B.2, B.3 & B.4 Footprint 937 3 bays 1,875 4 bays 2,500 Grounds Shops, Water DivisionShop D.1 Footprint 0 1 bay 625 1 bay 625 Shops and Parts Room.Shops H.1 & H.2 Footprint 1,134 1,520 1,700Water Division Parts Footprint 936 1,000 1,200

2 Shops F.1, F.2, F.3, F.4, F.5 & F.6 3,250 5 bays 3,125 6 bays 3,750 Streets Division

3 Shops F.7, C.1 & G.1 440 3 bays 1,875 3 bays 1,875 Streets, Graffiti & Animal Control.

4 Shops E.1, E.2, E.3, E.4, E.5, E.6, E.7, 4,610 8 bays 6,800 10 bays 8,000 Vehicle Maintenance

E.8, E.9 & E.105 Water Division HazMat 400 500 600

6 Corporate Yard HazMat 200 250 250

7 Water Division Storage 1,100 1,500 1,760 15,744 25,281 29,580 Totals of Sections I.1-I.7

8 Material Bins Shared 400 4 1,600 4 1,600 5 2,000 Base, sand, gravel & AC mix.

9 Emergency Generator Shared 800 800 800 800

10 Pipe Yard & Loading 2,800 2,000 2,400 1 3,000

2040

July 18, 2017



City of Santa Paula Corporation Yard / Water Division Feasibility Study Report 4Corporation Yard and Water Division on 2.90 acres Calpipe Road Site I1. Total Site Area Initially 3.44 acres

STAFF / AREA PROJECTIONS Move to Calpipe Road 2.90 acresSPACE REMARKS


2040

July 18, 2017


11 Car Wash - 600 600

12 Trash Dumpsters 150 1 150 2 300 2 300

13 Rollaway Bins 200 3 600 5 1,000 5 1,000

14 Visitor Parking 136 350 5 1,750 5 1,750 5 1,750

15 ADA Visitor Parking 170 512 - - 1 512 1 512

16 Staff Parking 136 350 23 8,050 29 10,150 43 15,050

17 ADA Staff Parking 170 512 - - 1 512 1 512

18 City Vehicle Parking 136 350 53 18,550 55 19,250 49 17,150 Total City Vehicles 7122 park in shop bays

19 City Truck Parking 475 10 4,750 12 5,700 16 7,600 22 -

20 Vehicle Circulation 89,302 30,296 30,296

21 Landscape & Hardscape 5,800 26,149 16,150 133,352 101,019 96,720 Totals of Sections I.8-I.21

Total Parking 91 149,096 103 126,300 137 126,300 Grand Total of Section I

Leach Mounce ArchitectsCity of Santa Paula Corporation Yard / Water Division Feasibility Study VI.CONCEPTPLANS-1

V I . C O N C E P T P L A N SC I T Y O F S A N T A P A U L A

A. EXISTING CORPORATION STREET SITE CONDITIONS

Existing Buildings include an 8-bay structure containing shop spaces, equipment, storage and vehicle parking for Buildings and Grounds, Streets Division and the WeldingShop.Locatedonthecenterofthelotisthe4-bay Equipment Maintenance facility with shop, parts storage and several prefabricated storage units. The locker/break room is located at the south property line with two other dilapidated buildings.

N

WELD

BUILDING &GROUNDS

STREETS

EQUIPMENT MAINT.

LOCKER/BREAKROOM

K-9

CO

RP

OR

ATIO

N S

TRE

ET

Revised 12/20/2016

1.50 Acre


B. EXISTING CORPORATION STREET SITE FOR CORPORATION YARD ONLY DEVELOPED IN PHASES

This page and the following four pages outline a phasing plan designed to keep the corporation yard operational while the new facilities are constructed.Phase 1. Build new pad to new grade level estimated to be one foot higher than existing, construct new shops building containing 11 bays at North property line. New 25 x 25 ft. shop bays replace existing 24 x 24 ft. bays.

N

WELD

BUILDING &GROUNDS

STREETS

EQUIPMENT MAINT.

LOCKER/BREAKROOM

K-9

CO

RP

OR

ATIO

N S

TRE

ET

E8 E9 W1 S1 S2 S3 S4 S5 S6 S7 G1

Revised 12/20/2016


Phase 2. Move all occupants of existing 8 bay building into new 11 bay building. Building and Grounds will occupy this building temporarily until the last building is constructed. Demolish existing 8 bay building.

DEMOLISH EXISTING.

CO

RP

OR

ATIO

N S

TRE

ET

E8 E9 W1 S1 S2 S3 S4 S5 S6 S7 G1 N

Revised 12/20/2016


Phase 3. Construct new pad level out to west property line and construct new 7 bay Equipment Maintenance building.

CO

RP

OR

ATIO

N S

TRE

ET

E8 E9 W1 S1 S2 S3 S4 S5 S6 S7 G1

E1

E2 E3 E4 E5 E6 E7

NEW EQUIPMENT MAINT. BLDG.

FIRETRUCK

N

Revised 12/20/2016


Phase 4. Relocate staff and equipment to new building. Demolish existing Equipment Maintenance Building. Remove portable storage units, Relocate materials bins and construct new fuel island and generator with fuel tanks.

N

CO

RP

OR

ATIO

N S

TRE

ET

E8 E9 W1 S1 S2 S3 S4 S5 S6 S7 G1

E1 E2 E3 E4 E5 E6 E7

NEW MATERIALS BINS

DEMOLISH

FIRETRUCK

GENERATOR

1111

Revised 12/20/2016


Phase 5. Complete grading and infrastructure, construct new Administrative/Support building and Building and Grounds Shop Building. Demolish existing locker/break room building and other dilapidated buildings. Relocate Hazmat to southwest corner. Relocate Buildings and Grounds to new bays, complete paving, parking and landscaping. Move in the three leads and administrative staff ready for full operations.

CO

RP

OR

ATIO

N S

TRE

ET

E8 E9 W1 S1 S2 S3 S4 S5 S6 S7 G1

E1 E2 E3 E4 E5 E6 E7

GENERATOR

NEW MATERIALS BINS

HAZMAT

B1

B2

B3

B4

C1

VISITORS& ADMIN. 10

LUNCHROOM

TRAINING

MGR CONF

1

2

3

W M

LOB

BY

FIRETRUCK

10

76

1111

TRUCKS

5

N

Revised 12/20/2016


INSERT 11 X 17 Drawing:C. CALPIPE ROAD SITE 79% DEVELOPED FOR CORPORATION YARD ONLY


INSERT 24 X 11 Drawing:D. WATER DIVISION INTEGRATED WITH CORPORATION YARD FULLY DEVELOPED ON CALPIPE ROAD SITE

Leach Mounce ArchitectsCity of Santa Paula Corporation Yard / Water Division Feasibility Study VII. COST ESTIMATES - 1

Revised 12/20/2016

V I I . C O S T E S T I M AT E SC I T Y O F S A N T A P A U L A

Summary of Cost Estimates:A. EXISTING SITE Corporation Street, Santa Paula

Site and Building Construction $ 6,422,340Furniture and Equipment $ 873,950Subtotal Construction, Furniture and Equipment $ 7,296,290Architecture and Engineering $ 831,696Subtotal Construction, Furniture and Equipment and A/E $ 8,127,986Contingency 10% $ 812,799

Total with Contingency $ 8,940,785

B. OPTIONAL SITE Calpipe Road, Santa PaulaSite and Building Construction $ 7,408,292Furniture and Equipment $ 1,075,950Subtotal Construction, Furniture and Equipment $ 8,484,242Architecture and Engineering $ 971,608Subtotal Construction, Furniture and Equipment and A/E $ 9,455,850Contingency 10% $ 945,585Total with Contingency $10,401,435

C. NO BUILDConstruction, Furniture and Equipment, A/E and Contingency ZeroCostConsequencesofDeficienciesandVulnerabilities Unknown

D. ADD WATER DIVISION TO CALPIPE ROAD SITESite and Building Construction $ 9,807,402Furniture and Equipment $ 1,153,000Subtotal Construction, Furniture and Equipment $10,960,402 Architecture and Engineering $ 1,212,594Subtotal Construction, Furniture and Equipment and A/E $12,172,996Contingency 10% $ 1,217,300Total with Contingency $13,390,296


Revised 12/20/2016

A. EXISTING SITE, Corporation Street, Santa Paula

A. EXISTING SITE Corporation Street, Santa PaulaQuantity/Area sf Extension

1. Demolition in Phases4,608 + 3,400 + 820 + 1,230 + 1,300 12,076 sf @ 10 120,760

2. Site Work in Phases 65,340 @ 12 784,0803. Security Gates 3 @ 5,000 15,0004. Boundary Security

6 ft masonry at front all sides with razor wire on top 520 ft @ 160 83,2005. Emergency Generator 500 kva and auto transfer switch for 1/3 LS 200,000

full load minimum operation6. Vehicle Wash Rack LS 80,0007. Shop Buildings Masonry and steel 14 ft high with daylighting 12,400 sf @ 180 2,232,0008. Shop Buildings, Masonry and steel 20 ft high with daylighting 3,300 sf @ 240 792,0009. Roll up doors 18 x 14 lockable, motorized 23 @ 8,000 184,000

10. Administration/Training Building 14 ft high with daylighting 5,518 sf @ 350 1,931,300Subtotal Site and Building Construction 6,422,340

11. Heavy Vehicle Maintenance equipment (reuse existing lifts) 4 bays @ 80,000 320,00012. Light Vehicle Maintenance - 2 now 5 bays @ 40,000 200,00013. Standards Building Grounds and streets equipment, shelving

racks, work benches, etc. 14 bays @ 15,000 210,00014. Administrative/Training Building, furniture equipment and security 5,518 sf @ 25 137,95015. Site Access Control and CCTV Monitor Cameras 6 @ 1,000 6,000

Subtotal Furniture and Equipment 873,950Total Construction, Furniture and Equipment 7,296,290

Item


Revised 12/20/2016

A. EXISTING SITE, Corporation Street, Santa Paula

Quantity/Area sf Extension

16. Architecture/Engineering (A/E)Predesign:Feasibility Study (in process) 95,636Survey (completed) 10,320Soils Tests 18,000

Subtotal: 123,956Design: 9.7% of 7,296,290

.15 Schematic Design 106,161

.20 Design Development 141,548.35 Contract Documents 247,709.05 Bid Services 35,387.25 Construction Administration 176,935

Subtotal 707,740Subtotal Architecture/Engineering 831,696

Includes Feasibility Study, Civil, Structural, Electrical, Mechanical,Landscape, Interior Design, Furniture and EquipmentTotal Construction, Furniture, Equipment and A/E 8,127,986

17. Contingency 10% 812,799Total with Contingency 8,940,785

Item


Revised 12/20/2016

B. OPTIONAL SITE, Calpipe Road, Santa PaulaB. Optional Site Calpipe Road, Santa Paula


1. Calpipe Road Improvements50 ft wide x 985 ft long AC 39,400 sf @ 8 By developercurb, gutter, sidewalk 1,970 lf @ 25 not included in street lighting 6 @ 2,000 this estimate

2. Compacted Fill 10,648 cy x 1.3 @ 30 415,272Compacted Back Fill 7,000 cy x 1.3 @ 30 273,000

3. Flood Wall to Retain - 8 ft compacted earth 500 lf @ 200 100,0004. Site Work - paving, drainage, landscaping, lighting 77,712 sf @ 10 777,1205. Security Gates 3 @ 5,000 15,0006. Boundary Security

6 ft masonry @ front 810 ft @ 160 129,6007. Emergency Generator 500 kva & auto transfer switch for 1/3

full load minimum operation LS 200,0008. Vehicle Wash Rack LS 80,0009. Shop Buildings Masonry and steel 14 ft high with daylighting 11,950 sf @ 180 2,151,000

10. Shop Buildings Masonry and steel 20 ft high with daylighting 4,800 sf @ 240 1,152,00011. Roll up doors 18 x 14 lockable motorized 23@ 8,000 184,00012. Administration /Training Building 14 ft high with daylighting 5,518 sf @ 350 1,931,300

Subtotal Site and Building Construction 7,408,292

13. Heavy Vehicle Maintenance 4-post lifts and equipment 8 bays @ 80,000 640,00014. Light Vehicle Maintenance 2 bays @ 40,000 80,00015. Standard Building Grounds and streets equipment, shelving racks,

work benches etc. 14 bays @ 15,000 210,00016. Administrative/Training Building furniture equipment and security 5,518 sf @ 25 137,95017. Site Access Control and CCTV Monitor Cameras 8 @ 1,000 8,000

Subtotal Furniture and Equipment 1,075,950Total Construction, Furniture and Equipment 8,484,242

Item


Revised 12/20/2016

B. OPTIONAL SITE, Calpipe Road, Santa Paula


18. Architecture/Engineering (A/E)Predesign:Feasibility Study (in process) 95,636Survey 29,000Soils test 24,000


.15 Schematic Design 123,446.20 Design Development 164,594.35 Contract Documents 288,040.05 Bid Services 41,149.25 Construction Administration 205,743

Subtotal: 822,972Subtotal Architecture/Engineering 971,608


19. Contingency 10% 945,585Total with Contingency 10,401,435

Item


Revised 12/20/2016

C. NO BUILDA “no build” solution would not incur any design or construction costs; however the current existing vulnerabilities of the corporation yard present the potential of large losses from litigation, theft, vandalism or flooding.Inefficienciesinthecurrentlayout,inadequatefacilities and lack of certain facilities described inSectionIII.“DeficiencyAnalysis”compromiseoperationalefficiencywhichwillbecomemorecostly as the city grows during the next 20 years.

Itisdifficulttoassignadollarcosttoa“nobuild”solution. Costs could be triggered by any of the following events:

1. A heavy rain floods the site making it impossible to work for several days.

2. EPAfinesthecityforunfilteredwaterrunoffand the hydro carbon contamination of the subsurface water table.

3. A female employee sues the city due to inadequate restroom and locker room facilities.

4. A major theft occurs involving the loss of a large truck loaded with equipment also stolen from the yard.

5. An individual sues the city over a trip and fall event due to the deeply rutted pavement.

6. A disgruntled or deranged individual has easy access to the yard to blow up or sabotage the vehicle maintenance facilities.

7. While in a crowded, substandard facility the operating costs can add up daily bit by bit, unnoticed, until over time it becomes obvious as a large cost.

“No build” is not cost free and could be the most expensive solution.


Revised 12/20/2016

D. ADD WATER DIVISION Calpipe Road, Santa PaulaQuantity/Area sf Extension

1. Calpipe Road Improvements50 ft wide x 985 ft long AC 39,400 sf @ 8 By developercurb, gutter, sidewalk 1,970 lf @ 25 not included in street lighting 6 @ 2,000 this estimate

2. Compacted Fill 13,678 cy x 1.3 @ 30 533,442Compacted Back Fill 11,200 cy x 1.3 @ 30 436,800

3. Flood Wall to Retain - 8 ft compacted earth 800 lf @ 200 160,0004. Site Work - As drainage, landscaping, lighting 96,720 sf @ 10 967,2005. Security Gates 4 @ 5,000 20,0006. Boundary Security

6 ft masonry @ front - masonry all sides 1,376 ft @ 160 220,1607. Emergency Generator 750 kva & auto transfer switch for 1/3

full load minimum operation LS 300,0008. Vehicle Wash Rack LS 80,0009. Shop Buildings Masonry and steel 14 ft high with daylighting 17,460 sf @ 180 3,142,800

10. Shop Buildings Masonry and steel 20 ft high with daylighting 4,800 sf @ 240 1,152,00011. Roll up doors 18 x 14 lockable motorized 26 @ 8,000 208,000

5 @ 5000 25,00012. Administration /Training Building 14 ft high with daylighting 7,320 sf @ 350 2,562,000

Subtotal Site and Building Construction 9,807,402

13. Heavy Vehicle Maintenance 4-post lifts and equipment 8 bays @ 80,000 640,00014. Light Vehicle Maintenance 2 bays @ 40,000 80,00015. Standard Building Grounds and streets equipment, shelving racks,

work benches etc. 16 bays @ 15,000 240,00016. Administrative/Training Building furniture equipment and security 7,320 sf @ 25 183,00017. Site Access Control and CCTV Monitor Cameras 10 @ 1,000 10,000

Subtotal Furniture and Equipment 1,153,000Total Construction, Furniture and Equipment 10,960,402

Item

D. ADD WATER DIVISION, Calpipe Road, Santa Paula


Revised 12/20/2016

D. ADD WATER DIVISION, Calpipe Road, Santa Paula


18. Architecture/Engineering (A/E)Predesign: Feasibility Study (in process) 95,636Add Water Division to Study 18,720Survey 30,000Soils test 27,000


.15 Schematic Design 156,186

.20 Design Development 208,248.35 Contract Documents 364,433.05 Bid Services 52,062.25 Construction Administration 260,309

Subtotal: 1,041,238Subtotal Architecture/Engineering 1,212,594


19. Contingency 10% 1,217,300Total with Contingency 13,390,296

Item

Leach Mounce ArchitectsCity of Santa Paula Corporation Yard / Water Division Feasibility Study VIII. FEASIBILITY ANALYSIS - 1

Revised 12/20/2016

VIII. FEASIBILITY ANALYSISC I T Y O F S A N T A P A U L A

This analysis examines four development options each within the frame of four feasibility criteria. The fourth option added the Water Division to the Calpipe Road Site.

The four options are: A. Renovate/Rebuild on Existing Corporation Street Site B. Build New on Optional Calpipe Road Site C. No Build D. Add the Water Division to the Corporation Yard at the Calpipe Road Site

The four feasibility criteria applied to each Option are: A. Technical B. Financial C. Operational D. Schedule

The following analysis considers the technical difficulties to resolve the deficiencies, vulnerabilities and site problems; the costs and benefits, the operational issues and benefits and the schedule for accomplishing each with pros and cons followed by recommendations, rating and ranking for each of the four options.

Following is the Summary Matrix evaluating and ranking the four options based on the weighted value of the four feasibility criteria. Points are awarded grading each site option and each feasibility criteria one through ten with ten being best. The points awarded are then multiplied by the importance factor ranging from 1.0 to 1.6.

Importance FactorTotal

UnweightedTotal

Weighted RankA. Renovate/Rebuild

Existing 6.0 7.2 9.0 12.6 7.0 11.2 5.0 5.0 27.0 36.0 3rd.B. Build New 7.0 8.4 5.0 7.0 9.0 14.4 7.0 7.0 28.0 36.8 2nd.C. No Build 9.0 10.8 4.0 5.6 1.0 1.6 10.0 10.0 24.0 28.0 4th.D. Add Water Division 6.5 7.8 10.0 14.0 8.5 13.6 7.5 7.5 32.5 42.9 1st.

Ratings and RankTechnical Feasibility

x 1.2 = x 1.4 =

Financial Feasibility

x 1.6 = x 1.0 =

Operations Feasibility Schedule Feasibility

Leach Mounce ArchitectsCity of Santa Paula Corporation Yard / Water Division Feasibility Study VIII.FEASIBILITYANALYSIS-2

Revised 12/20/2016

OPTIONSA. RENOVATE/REBUILD ON EXISTING

CORPORATION STREET SITE1. Technical Feasibility Due to the lack

of slope and the existing building slab elevations set too low to achieve adequate drainage it is not feasible to renovate any of the existing buildings. To use the existing site it will be necessary to demolish the buildings, regrade and rebuild in phases in order to keep the corporation yard operational during construction. A series of site plans in “Section VI Concept Plans, B. Existing Site Fully Developed in Phases” shows how a phased development can be accomplished.

As shown by “Section V Space Needs I.1, I.2 and I.3.” The site is too small to accommodate the parking needs as the staff and City vehicles increase. The parking problem can be mitigated for a few years by staff parking on the street and keeping as many City vehicles in the shops as possible when on site or the City may want to consider purchasing an adjacent lot for parking.

Due to the tight site the shop buildings will have to be located on the side and rear property lines and constructed of concrete block walls with clear interior heights of 20 ft for the four heavy equipment bays and 14 ft for the other nineteen shops.

Clarifiers will be required to prevent contamination of storm water and seepage of hydrocarbons in the subgrade.

A grade of 6 is assigned to the existing site for technical feasibility.

2. Financial Feasibility Site Development costs excluding buildings related to the existing site including demolition, construction phasing and the associated A/E and contingency costs are estimated to be approximately $1,096,043. This cost for rebuilding on the existing site is more than offset by the heavy site improvement cost of approximately $2,302,400 for the Optional Site.

A grade of 9 is assigned to the existing site forfinancialfeasibility.

3. Operat ions Feasibi l i ty To a l low construction to proceed the corporation yard would have to be temporarily relocated or to remain in operations at the current site the construction would have to be done in phases while the yard operations work aroundit.ItwillbedifficultforboththeCityand the contractor. Section VI Concept Plans, B. shows a phasing plan proposed for accommodating the yard operation while construction proceeds.

After construction is complete operations shouldworkwellwithefficientadjacenciesandgoodtrafficfloweventhoughthesiteis very tight. The tight site does not allow anidealplanconfigurationforthevehiclemaintenance building.

A grade of 7 is assigned to the existing site for operational feasibility.

4. Schedule Feasibility Temporary relocation or phasing will lengthen the schedule and complicate coordination and the work schedule for both the City and the contractor.

A grade of 5 is assigned to the existing site for schedule feasibility.

A total grade of 27 is assigned to the existing site reconstruction. Weighted by the importance factors the score is 36.0.

B. BUILD NEW ON OPTIONAL CALPIPE ROAD SITE

1. Technical Feasibility The only technical challenges are posed by the nature of the site with its long, narrow, irregular shape, the infringement of the adjacent development to the west, the requirement forcompactedfillinthemiddleofthesiteand compacted backfill along the southproperty line where an 8 ft high retaining wall must be constructed. The retaining wall will create needed building area and willalsoprotect thesite fromfloodingofthe Santa Clara River. The overlap of the adjacent development to the west will require a lot line adjustment and an access easement or dedicated street at the west property line.

A grade of 7 is assigned to the optional site for technical feasibility.

2. Financial Feasibility The cost of Calpipe Street improvements will be covered by developer funds, the compacted fill,compacted backfill and flood wall are estimated at $1,130,242 over and above standard site development costs. The total project costs for the optional site are estimated to be $2,988,861 more than the existing corporation yard site.

A grade of 5 is assigned to the optional site forfinancialfeasibility.


Revised 12/20/2016

3. Operations Feasibility The one big advantage of the optional site is that there are no compromises nor interference wi th corporat ion yard operat ions while construction is underway. When construction is complete the City moves in and starts operating from the new optional site. However due to the shape of the optional site the plan is not quite as compact andefficientastheplanfortheexistingsiteresulting in more walking distance between the different departments.

Another advantage with the optional site is that an 0.96 acre, 0.62 acre usable parcel remains for additional parking or future expansion.

A grade of 9 is assigned to the optional site for operational feasibility.

4. Schedule Feasibility Although no complex phasing is required for the optional site, the large amount of street work and site grading and the process of getting a lot line adjustment could extend the schedule.

A grade of 7 is assigned to the optional site for schedule feasibility.

A total grade of 28 is assigned to the optional site development. Weighted by the importance factors the score is 38.2.

C. NO BUILD1. Technical Feasibility Theoretically there

isno technicaldifficultywithnotbuildinghowever the advancing deterioration of the existing facility will present a serious problem to the city at some time in the not too distant future.

A grade of 9 is assigned to the “No Build” option for technical feasibility.

2. Financial Feasibility As described in “Section VII C No Build,” the “No Build” solution will not incur any design or construction costs but the potential losses from flooding, theft, vandalism, litigationand EPA penalties could be enormous.

A grade of 4 is assigned to “No Build” for financialfeasibility.

3. Operations FeasibilityThedeficienciesdescribed in “III Deficiency Analysis” severely compromise the efficiency ofthe corporation yard and adversely affect health and safety. A “No Build” decision will allow these conditions to continue and worsen over time.

A grade of 1 is assigned to “No Build” for operations feasibility.

4. Schedule Feasibility The “No Build” approach will not affect schedule until the deficiencies and vulnerabilities cause apartial or total break down in the operation of the corporation yard.

A grade of 10 is assigned to “No Build” for schedule feasibility.

A total grade of 24 is assigned to the “No Build” option. Weighted the importance factors the score is 28.0.

D. ADD THE WATER DIVISION TO THE CORPORATION YARD AT THE CALPIPE ROAD SITE

1. Technical Feasibility The same technical challenges exist for the expanded project as for the Corporation Yard alone. The long narrow irregular shape of the site, the infringement of the adjacent sewer plant to the west. The large amount of compacted fill and compacted backfill required andseawall along the south property line. Adding the Water Division adds one more challenge to the project. That is fitting facilities that now occupy 65,340 sf plus 84,506 sf totalling 149,846 sf on site that nets 126,300 sf of buildable area after 47,238 sf is dedicated for Calpipe Road improvements. The solution is illustrated by the site plan in Section VI D “Water Division Added to Calpipe Road site. The plan integrates the Water Division Administration with the Corporation Yard Administration showing many of the spaces shared producing an economical compact solution that uses less property than the two existing sites combined.

Due to the development challenges a grade of 6.5 is assigned for technical feasibility.


Revised 12/20/2016

2. Financial Feasibility Although the Calpipe Road site is graded a weak 5 for feasibility when developed for only the Corporation Yard the financial feasibility changes significantlywhen theWaterDivision isadded. The total coast of adding the Water Division is estimated at only $2,277,504. The compact integrated design, the addition of only 26,370 sf of usable property and developer funding of Calpipe Road improvements are the factors making the combined Corporation Yard and Water Division project highly feasible. Relocating the Water Division with the Corporation Yard also makes the existing strategically located 92,135 sf Water Division site available for a higher use City or developer project.

3. Operations Feasibility The Water Division willsharetheCorporationYard’sadvantageof no disruption of operations during construction. There are also operational advantages of having the Water Division located with the Corporation Yard. They can share training facilities, breakroom, administrative spaces and staff and support spaces such as lobby, IT, electrical, janitor andemergencygenerator.Thesignificantoperational advantages are offset slightly by the tighter site planning for the Water Division.

A grade of 9.5 is assigned for operational feasibility.

4. Schedule Feasibility The schedule feasibility could be enhanced by adding the Water Division due to a proportionately large project adding momentum because the tasks contributing to schedule problems are not increased significantly by the addition of the Water Division. For example, the major street work, site grading and approval processes are substantial the same with or without the Water Division.

A grade of 7.5 is assigned for schedule feasibility.

A total grade of 31.5 is assigned to the combined Corporation Yard and Water Division option, weighted by the importance factors the score is 42.9, making it the highest rated option.

FEASIBILITY To compare the four development options

the following narrative discusses the pros, cons and benefits based on technical, financial, operational and schedule feasibility.

A. TECHNICAL FEASIBILITY The “No Build” approach was awarded the

highest grade for technical feasibility only because there is no technical problem in not building; however, there could be serious technical problems in the future as the facility continues to deteriorate. Building on the optional site received a higher grade than the existing site because the existing site requires either temporary relocation or phased construction while the

corporation yards remains in operation at the existing site. Even though the optional site had the higher grades of 7 and 6.5 compared to the existing site with a grade of 6, the optional site has some technical difficultieswithconstructingausablepadbymeans of compacted fill, compactedbackfillandaretainingwall.

B. FINANCIAL FEASIBILITY The “No Build” option received a low grade

of 4 even though there is theoretically no cost to this option. However, there are risks of significant costs from flooding, theft,vandalism, litigation and EPA penalties duetotheexistingsite’sdeficienciesandvulnerabilities. The Calpipe Road site also scored a low, grade 5 as compared to grade 9 for the existing site due to the high cost of site grading and off site street improvements resulting in a project cost for the optional site estimated to be $1,118,165 more than the existing site.

The combined Corporation Yard and Water Division project on the Calpipe Road site scored the highest 10.0 due to the relatively small estimated cost of $2,988,861 to add the Water Division and for making available almost 2 acres of downtown property for higher development.

Leach Mounce ArchitectsCity of Santa Paula Corporation Yard / Water Division Feasibility Study VIII. FEASIBILITYANALYSIS-5

Revised 12/20/2016

C. OPERATIONAL FEASIBILITY The “No Build” option received a very low grade of one due to the dilapidated condition of the buildings, poor working conditions andinefficientlayoutoftheexistingfacility.Building new on the optional site received the highest grade of 9 compared to 7 for rebuilding on the existing site. The arrangement of the buildings and adjacencies is slightly more efficientontheexistingsiteduetoitsshapeand smaller size, however, the shortage of parking and requirement to either relocate or work around a phased construction process would compromise operations during construction. Also the Calpipe Road optionalsiteallowsamore functionalfloorplan for vehicle maintenance.

D. SCHEDULE FEASIBILITY The “No Build” option received the highest possible grade of 10 because no time would be consumed, however, this does not account for potential time lost due to flooding, breakdownsandEPA sanctions.Building a new combined Corporation Yard and Water Division project on the optional site received the highest grade 7.5 compared to 6 for the existing site even though there is considerable more site development work. The reconstruction on the existing site is estimated to extend longer than the optional site due to the phased demolition/construction process.

RECOMMENDATIONS:1. Make decisions to build combined Corporation

Yard and Water Division project on Calpipe Road site.

2. Determine if EIR will be required. A phaseone report will be needed to make thedetermination.

3. Get lot line adjustment.4. Get developer to fund Calpipe Road

improvements.

ADVANTAGES DISADVANTAGESA. Renovate/Rebuild on Existing Site • compact site shape • phased construction required

Weighted Grade 37.0 • lowest cost • site not large enough for expansion• further from Santa Clara River flood plain • site not large enough for required parking• most efficent building and site layout • existing buildings set too low requires demo and rebuild

• possible subsurface contamination with hydrocarbons

B. Build New on Calpipe Road • site large enough for expansion • highest cost for Corporation Yard aloneWeighted Grade 36.8 • no existing structures • difficult site shape compromizes efficiency of site layout

• no phasing or relocation during construction • extensive streetwork and grading• more functional floor plan for vehicle maintenance than • lot line adjustment allowed by existing site. • close to Santa Clara River flood plain

• requires lot line adjustment• may require EIR

C. No Build • no immediate cost • flooding, theft, vandalism, litigation, EPA penalties riskWeighted Grade 28.0 • no immediate time lost • poor working conditions

• obsolete, inefficient and dilapitaded buildings

D. Build New Combined • best operational relationships • difficult site shapeCorporation Yard and Water • best value • extensive street work and gradingDivision on Calpipe Road Site • makes two parcels totalling 3.44 acres available • requires lot line adjustmentWeighted Grade 42.9 for higher and better use • close to Santa Clara River flood plain

• no existing structures • may require EIR• no phasing or relocation during construction

To summarize the advantages and disadvantages:

Leach Mounce ArchitectsCity of Santa Paula Corporation Yard / Water Division Feasibility Study APPENDIX 1. MEETING MINUTES - 1

APPENDIX 1. MEETING MINUTESC I T Y O F S A N T A P A U L A

A. 3/29/16 Meeting Minutes No. 1, Pre-Study Kick-Off Meeting

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City of Santa Paula, CA Corporation Yard

MEETING MINUTES NO. 1 Date Start End Location Prepared by:

3/29/16 11:00 AM 12:00 PM Offices of Public Works Ivan InsuaMeeting Purpose PreStudy KickOff Meeting Agenda

Attendance

JI John Ilasin, Capital Projects Director PresentBY Brian Yanez, Interim Public Works Director PresentRD Rod Baltazar, Accounting Technician PresentJA Jose Arreola, Equipment Maintenance Lead Mechanic PresentEM Ed Mount, Director Community Services PresentRH Robert Howard, Street Division Forman PresentHL Howard Leach, Principal Leach Mounce Architects (LMA) PresentII Ivan Insua Project Manager, Leach Mounce Architects (LMA) Present

RG Raul Gaitlin, Sr. Engineer Technician NotPresent

DISCUSSION

1.) Open Meeting:

JI Distributed “PreStudy KickOff Meeting Agenda Opened meeting and reintroduced City Project Members, LMA Project Members and their

respective roles/responsibilitieso Processes/Lines of Communicationsall correspondence should begin by

communication first with JI to provide distribution of documents, inclusion of appointments to visit site, invoicing, scheduling, overall/overview of client management.

o LMA may contact directly with city project team members, include JI in correspondence

Site Surveyo Contact JI and inform of requested site access requestso LMA to perform Site Survey as per contract

Invoicing o Email to JI for review and process, include: hours to date per task, brief

description of work performed and status as per project schedule. Provide “backup” copy of reimbursable as per contract.Payments to be made 30 days from approved invoice (RD to process)

Change Orders/Additional Scope of Work (provided in writing) must first be reviewed/approved by JI prior to work to be performed

Insure City Council expectationsmatch services and personnel efforts Consider/include future (limited) growth expansion requirements

II Noted, as per contract, LMA to prepare meeting minutes and to email to JI for approval

and/or corrections and city project team distribution

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City of Santa Paula, CACorporation Yard3/29/16 Meeting Minutes No. 1

Page 2 of 4

BY Reviewed the current project site order noncity operators

o Total 9 acres(site currently divided into noncity operators)o Other lease operators (trash company at south of site)o Provide detailed options of site improvements and operationso Provide detailed options of alterative option 2 siteo Rely/include current site cityoperators in all matters to insure future successo Insure services by LMA are OnSchedule and OnBudget by providing timely

reportso Site security (equipment and materials) a top priorityo Better use of siteo Neighbor (was Crown Disposal) now, operator. Concerning this issue LMA to

insure to keep BY informed. o To provide (with staff) vehicle count of various department userso City current SQ. is 4.7 acres

2.) Round Table Discussion (Project Goals and Requirements)

HL Asked each city project members to describe their current project issues/concerns and

goals for the project requirements and success (short term 13 years and long term 520 years).

RH Reported operational decencies in

o Storage/security/inventory/recording of equipment and materialso Providing shelter/protection from weather and elementso Proper lighting, signage, access to materials and equipmento Proper location/placement of equipment o Adequate size for various equipment, toolso Proper material storage such as (asphalt, sand, gravel, etc)o Security/protection of site, material and equipmento Sewer/water service o Match personnel with site/services requirements

To provide equipment items, needs for storage requirements

JA to provide list of equipment to be given to LMA next meeting requirements ofservice/repair bays, lifts for equipment (such as fire50”long), vertical

clearances, etc.

EM/RH/JA Reported that city provides bimonth community (hazardous waste collection) city

collects materials at site, private contractor hauls off collection items. Currently, site (Corporation Yard) has a fulltime staff about 10 employees

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Once a year Corporation Yard provides alldepartment meeting of 2035 members City in addition collects community Bi Monthly yard HAZmatwaste, oils. Solvents,

paints, etc. w trash, electronics (TV’s, etc.) that are stored at site for proper removal by private contractor as noted.

Office Services Requirements at Yardo Lead department officeso MultiUse Breakroom and Department(s) meeting room (1530 staff)o Service Employee Locker Roomso M/F restrooms, lockers and showers, etc.o ADA Complianceo Mechanical/Shop/Repairs

JA to provide project team listing of Equipment/Vehicles of Repairs that his

department provides services and repairs Site needs to provide adequate access to working bays such as:

Radiuses/turning access of driveways Approved collection of waste fluids such as: motor oils, and other materials

II Requested opportunity availability to access possible city maintained project

documents such as site, building records, and other project documents.

JI Noted LMA to contact Mr. Raul (Sr. Engineer Technician) for property site

documents as required.o Mapso Planningo B & S documents and planso Other required documents

II II to contact Mr. Raul (Sr. Eng. Tech.) for introduction and review of documents

as noted by JIRH

Noted, that to his best belief at this time, no correspondence between City of Santa Paula concerning environmental issues has occurred

JI Noted, that no security badging was required to access the project site but, that

request notice to access site must be provided to him prior to onsite access and that project team members visiting site must inform onsite staff and provide proper documentation.

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General Discussion and Actions Items

JI and II Confirm site location of option 2 site

o Legal description, APN No. and other documentso JL noted that he would issue LMA a “Notice to Proceed” services on

Monday, April 4, 2016

Next Scheduled Meet at Corporation Yard 10:00 am, April 8, 2016

Prepared by Ivan Insua, LMA

Leach Mounce ArchitectsCity of Santa Paula Corporation Yard / Water Division Feasibility Study APPENDIX 2. SITE PHOTOS - 1

APPENDIX 2. SITE PHOTOSC I T Y O F S A N T A P A U L A

Attachment #2 Department Facility Needs Assessment

3/29/2019

SQUARE FEET

Location DepartmentInterior

Required

Interior

Available

Exterior

Required

Exterior

AvailableNOTES

106 N. 8th Street

City Manager/Council/Clerk/Attorney/PD Storefront 3,818

Finance/Athens 2,234

IT for 8th Street 715

Total 6,768

Available Area 7,059

Parking Total 30 spaces plus street

1580 Lemonwood Drive

Total 0


270 Quail Court 1st Flr.

Police Department 21,852 2,500

Available 22,855 2,561

270 Quail Court 2nd Flr.

Human Resources 914

IT for Quail Court 611

Assistant City Manager 150

Community Development 2,850

PW Engineering 1,348

PW Administration 1,519

Total 7,392


270 Quail Court South

Wings (Industrial Spaces)

Plus 1574 Lemonwood

Drive

PW Streets 1,265 13,780

PW Fleet 7,745 1,695

PW Grounds (movet to Palm Ave)

PW Water 5,240 16,988

Total 14,251 32,463

Available Area 10,501 39,348

Quail Court Parking

Total127 spaces plus 24 added spaces = 151 spaces

CITY OF SANTA PAULA DEPARTMENT SUMMARIES

3/29/2019

Anticipated Total Staff

Anticipated Total Public

Function / Area Use Description # Rooms # Staff SizeNet Floor

AreaDGSF x1.1=BGSF NOTES

0

Office City Council 1 120 120

Office City Attorney and Administration 1 120 120

Office City Manager 1 140 140

Office Assistant ‐ Executive 1 120 120

Office City Clerk 1 120 120

Conference Room (sound proof) 1 300 300

Break Room (for whole building) 1 220 220

Cubicle Intern/Visiting Staff/HR 1 100 100

Chambers Council Meetings 1 1,000 1,000

Lobby for building 1 200 200

Office Area Police Store Front 1 212 212

IT 1 25 25

New Public Restrooms off the lobby 2 50 100

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

Subtotal 2,777

Gross'g Factor 1.25 3,471 3,818

CITY MANAGER AND ADMINISTRATION

EXISTING without Deficiencies

Current Needs

3/29/2019





Pay Counter Cashiers 2 2 100 200

Office Director 1 1 120 120

Office Assistant Director 1 1 140 140

Office Assistant ‐ Executive 1 120 120

Office Purchasing 1 120 120

Office Accountant 1 1 120 120

Office Payroll 1 1 120 120

Cubicles Customer Service 2 2 80 160

Conference Room Small groups 1 4 100 100

IT 1 0 25 25

Breakroom shared with City Manager Staff 1 0 0

0

0

Office Athens Environmental Services 1 100 100

Cubicle Athens Environmental Services 2 150 300

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

Subtotal 1,625

Gross'g Factor 1.25 2,031 2,234

FINANCE DEPARTMENT


Current Needs

3/29/2019





Quail Court

Work area 1 2 80 160 Area for repairing\configuring equipment and

Work areas for two people

Manager's office 1 1 100 100 Manager's office

Cubicles for 2 additional IT staff

Breakroom share with other departments 1 0 0

Storage Area 1 1 40 40 Secure area to store IT equipment

Main Server Room 1 0 144 144 Main IT server room needs to accommodate

4 racks, and work area. Needs backup power,

air conditioning and UPS

Subtotal 444

Gross'g Factor 1.25 555 611

Should be located near\same building as IT work area

Small Server Rooms Listed under appropriate departments 25 SF each 5 0 0 0 Each building needs IT server room to accommodate 2 racks

Backup power, air conditioning and UPS

8th Street

Channel 10 control room 1 0 200 200 Control room for taping council meetings

Needs area for equipment and two work areas

Should be located next to council chambers with

entry to council chambers and entry to rest of building

Recording Studio 1 0 200 200 Studio to record Channel 10 content

Should be close to control room

Server room 1 0 120 120 Server room for two racks and storage

Secure room

Secure room

Subtotal 520


I.T. DEPARTMENT


Current

3/29/2019





Office Director 1 1 100 100 Director

Office Planning Manager 1 1 100 100 Manager

Office Building Official 1 1 100 100 Manager

Office Flex space/ plan review (shared with Engineering) 1 180 180 Manager

Conference Conference Room 1 192 192

Cubicle Staff 10 10 48 480 Front line staff/customer service

Cubicle Consultants 2 2 48 96

Storage Records/plans 1 400 400

Counter/Lobby Customer Service Counter (shared with Engineering) 1 400 400 Counter/ customer service

Break Room shared with Engineering 1 0 0

IT 1 25 25

Subtotal 2,073

Gross'g Factor 1.25 2,591 2,850

COMMUNITY DEVELOPMENT DEPARTMENT


Current

3/29/2019





Lobby Share with Engineering 1 0 120 120

Office Reception (Share with Engineering) 1 1 120 120

Conference Room Share with Engineering 1 280 280

Office Director 1 1 120 120

Office Administrative Analyst 1 1 120 120

Office Management Analyst 1 1 120 120

Archive Storage/Records shared with Engineering 1 0 0 0

Storage/Workroom/copy/Plotter Share with Engineering 1 0 200 200

Breakroom w/ refrigerator Share with Engineering and Com. Dev. 1 0 0

IT 1 25 25

Subtotal 1,105

Gross'g Factor 1.25 1,381 1,519

PUBLIC WORKS ADMINISTRATION


Current Needs

3/29/2019





Reception/Lobby Share with Administration 1 0 0

0

Offices City Engineer 1 1 120 120 Future: City Engineer, Utilities Engineer, Senior Engin Tech

Senior Engineering Tech 1 1 120 120

Cubicles Engineering Tech 2 1 60 120 Should station near plan check room.

File Room/Archives Shared with Administration 1 0 400 400 Combine into one large file room.

Printer/copy Room Shared with Administration 1 100 100 File and plan check room should be next to each other.

Plan Check Room Share with Community Development 1 0 0 Need formal plan check room setup.

Equipment Room Survey and Engineering equipment 1 0 120 120 Need room to store engineering equipment.

IT Share with Administration 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

Subtotal 980

Gross'g Factor 1.25 1,225 1,348

PUBLIC WORKS ENGINEERING


Current

3/29/2019





Offices HR Manager 1 1 100 100

Offices HR Specialist 1 1 100 100

Storage Room Storage of Personnel Files 1 0 80 80

Room Conference Room (Can be shared) 1 3 100 100

Room Lactation Room 1 1 80 80

Room Small Room with computer(s) for training, testing, new hires, etc 1 0 100 100

Lobby Area Small Lobby/Sitting Area (can be shared) 1 3 80 80

IT 1 0 25 25

0

Breakroom Shared with adjacent Departments 1 0 0 0

Subtotal 665


HUMAN RESOURCES DEPARTMENT


Current Needs

3/29/2019

Anticipated Total Staff FTE:50Non paid:

30+The request reflects a 7 sworn officer increase over the next

Anticipated Total Public 20 5 years which equates to an increase of 1.4 officers per year



LOBBY USED BY PUBLIC TO REQUEST POLICE SERVICES 1 140 140 lobby w/interview room for private interviews w/victims

RECORDS ASSIST PUBLIC/PROCESS ALL POLICE REPORTS AND ARRESTS 1 5 540 540 staff of 4 full time and space for 4 volunters and interns

SQUAD ROOM PATROL BRIEFINGS 1 16 600 600 briefing room for patrol and tactical operation briefings

PATROL STORAGE EQUIPMENT AND WEAPON STORAGE FOR PATROL 2 10 20 storage for weapons and patrol related equipment

WATCH COMMANDER OFFICE FOR PATROL WATCH COMMANDER 1 4 132 132 office space for four patrol sergeants and there paperwork

COPY AREA USED BY PATROL AND RECORDS FOR COPY/FAX 1 160 160 copy area for use by patrol personnel

DISPATCH DISPATCH TAKES ALL PHONE/911/RADIO COMMUNICATION 1 6 288 288 four dispatch stations and office for dispatch supervisor

MENS LOCKER ROOMUSED BY OFFICERS TO STORE EQUIP. AND PREPARE FOR SHIFTS,

INCLUDES RESTROOM AND SHOWER1 30+ 600 600 locker room, restroom and shower space for officers

WOMENS LOCKER

ROOM

USED BY FEMALE STAFF TO PREPARE FOR SHIFTS, INCLUDES

RESTROOM AND SHOWER1 15 150 150 lockers, restrooms and showers for female staff

RESERVE LOCKER ROOM USED BY RESERVE OFFICER TO PREPARE FOR SHIFTS 1 30 415 415 possible combined with full time officers

WOMAN'S RESTROOM CONTAINS THREE RESTROOM STALLS AND TWO SINKS 1 5 180 180 restroom

MEN'S RESTROOM CONTAINS TWO STALLS AND TWO URINALS 1 5 180 180 restroom

WEAPONS LOCKER USED TO STORE WEAPONS AND EQUIPMENT 1 140 140 storage for all department weapons and SWAT gear

ARMORY USED TO MAINTAIN POLICE WEAPONS AND EQUIPMENT 1 2 162 162 used to maintain police weapons

EVIDENCE PROCESSING USED TO PACKAGE EVIDENCE FOR CRIMINAL PROSECUTION 1 5 225 225 area to package evidence

EVIDENCE USED FOR STORAGE OF EVIDENCE IN CRIMINAL CASES 1 2 1100 1,100 area large enough to store all police evidence

COMMANDER OFFICE USED BY PATROL COMMANDER 1 1 99 99 Office space for patrol commander

ASST CHIEF OFFICE USED BY A/C 1 1 99 99 Office space for Asst. Chief

Admin Sgt Office office for admin Sgt 1 1 80 80 office space for admin sgt

CONFERENCE ROOM CONFERENCE ROOM USED BY ADMIN AND PATROL 1 15 250 250 could be combined with training room and EOC

STORAGE ROOM PATROL EQUIPMENT STORAGE 1 50 50 storage area for patrol officer equipment

INTERVIEW ROOM USED BY OFFICER TO INTERVIEW SUBJECTS 1 4 56 56 interview rm near near jail for incustody interviews

EXPLORER STORAGE USED TO STORE EXPLORER EQUIPMENT 1 30 33 33 room for explorer equipment

BREAK ROOM USED BY STAFF FOR BREAKS AND LUNCHES 1 10 209 209 break space for staff

ADMIN STORAGE OFFICE SUPPLIES AND MISC STORAGE 1 40 40 storage for office supplies

ADMIN ASSIST. OFFICE FOR CHIEF'S ADMIN ASSISTANT 1 1 80 80 office for admin assistant

CHIEF'S OFFICE CHIEF OF POLICE 1 1 150 150 office for Chief of Police

MECH. ROOM COMPUTER SERVERS AND MISC ELECTRONIC EQUIPMENT 1 90 90 secure area for police network systems

SALLY PORT SECURE VEHICLE ENTRY FOR PRISONERS 1 294 294 space to hold two police vehicels with roll up door

JAILTEMPOARY HOLDING FOR IN CUSTODY SUSPECTS, INCLUDES 5 CELLS

AND ARREST PROCESSING AREA7 10 550 3,850 holding facility for in‐custody prisoners

SWAT VEHILCE STORAGE STORAGE OF SWAT VEHICLES AND COMMAND POST 1 2000 2,000

MISC STORAGE MISC EQUIPMENT STORAGE 1 140 140

RANGE STORAGE EQUIPMENT USED FOR POLICE RANGE TRAINING 1 224 224

TRAINING

CLASSROOM/EOC

ROOM TO HOST CLASSROOM TRAINING FOR POLICE OFFICERS AND

SUPPORT STAFF1 40 600 600 large rm for classes and function as EOC

GYMWORKOUT FACILITY FOR OFFICERS TO REMAIN IN SHAPE AND

MINIMIZE ON THE JOB INJURIES0 10 0 0 gym area for weights and cardio equipment

SWAT SWAT WORK SPACE 0 12 0 0 offices and conf rm for mission planning and briefing

TRAFFIC UNIT OFFICE SPACE FOR TRAFFIC ENFORCEMENT UNIT 0 2 0 0 area for traffic reports and investgations

SPECIAL ENFORCEMENT

UNIT (SEU)SECURE OFFICE SPACE FOR UNIT. 0 4 0 0 secure office area with office for Sgt

NARCOTICS UNIT SECURE OFFICE SPACE FOR UNIT. 0 3 0 0 secure office area with office for Sgt

COMMUNITY LIASION

OFFICERWORK SPACE FOR OFFICER 0 1 0 0 office for CLO

REPORT WRITING ROOM OFFICE SPACE FOR OFFICERS TO WRITE REPORTS 0 5 0 0 office space for 5 computer stations for report writing

INVESTIGATIONS

COMMANDERPOSITION NEEDED TO ASSIST WITH GROWTH OF DEPARTMENT 0 1 0 0 office for investgations commander

POLICE RANGE LIVE FIRE RANGE FOR POLICE TRAINING 1 10 1500 1,500

Subtotal 14,876

INVESTIGATIONS CURRENTLY IN SEPARATE FACILITY 0

LOBBYUSED AS WORK STATION FOR ONE DETECTIVE AND WAITING AREA FOR

VISTORS 1 5 143 143 investgations unit needs space for 10 workstations

CUBICLE 1 DETECTIVE WORK STATION 1 1 72 72 offices would be preferred as many materials need to be secure

CUBICLE 2 CSO WORK STATION 1 1 72 72 investigations unit needs to be secured from rest of PD with

CUBICLE 3 DETECTIVE WORK STATION 1 1 72 72 keycard controlled access.

SR. DETECTIVE OFFICE DETECTIVE OFFICE 1 1 121 121

DETECTIVE SERGEANT SUPERVISOR OF UNIT 1 1 99 99

SR. DETECTIVE OFFICE DETECTIVE OFFICE 1 1 110 110

RESTROOM RESTROOM/ OFFICE SUPPLE STORAGE 1 1 99 99

CONFERENCE ROOM INVESTIGATIONS MEETING SPACE AND WORK STATION FOR ONE

DETECTIVE1 15 228 228 conf room needed for detective meetings and planning

Subtotal 1,016

Total Interior 15,892

Gross'g Factor 1.25 19,865 21,852

VEHICLE STORAGE CRIME VEHICLE STORAGE 1 2500 2,500

DEFENSIVE TACTICSTRAINING AREA FOR POLICE PERISABLE SKILLS TRAINING REQUIRED BY

POST0 10 0 0 large open room for mats and training equipment

Subtotal 2,500

Total 24,352

Current Needs

Office

Detective Office

Outside

POLICE DEPARTMENT

Existing without Deficiencies

3/29/2019





locker room 8x8 Shared with streets ,mechanics, Building Grounds 1 12 200 200 Right now you have to change cloths in lunch room

Break room 20x30 Shared with streets mechanics, Building & grounds 1 12 600 600

Street office 12x10 1 5 120 120

Subtotal 920

Gross'g Factor 1.25 1,150 1,265

Storage & Work area Covered 25x25 5 625 3,125

Portable storage Covered 8x20 3 160 480 Get rid of portables

Material storage 15x25 5 375 1,875

Vehicle parking 25x12 (trucks, heavy equipment, trailers) 25 300 7,500 all trucks and equipment parks out side but one

Roll off bins 8x25 (Greenwaste, Trash, Concrete, Asphalt) 4 200 800

Subtotal 13,780

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

Total 15,045

Exterior Streets

PUBLIC WORKS STREETS DIVISION


Current Needs

Interior

3/29/2019





Shop Area

Open work area with work benches and tool boxes tire mounting

machine, tire balancer, brake lathe , sandblaster and parts washer, shop

equipment, hydrualic parts assortment and hose maker.

1 1330 1,330

Existing size is sufficient as long as we have storage room to move

and store all the equipment that is currently being stored inside

this area.

Offices office space for 3 desks and file storage 1 228 228Office space for supervisor and 3 desk/work stations for technitians

Welding/ Fabrication

shop

Work bench , Metal material storage , welder , plasma cutter, drill press,

cabinate storage space, Oxygen & Acetylene torch set, oxygen &

Acetylene tank and propane tank storage.

1 625 625

Current size is sufficient

Parts / supply storageNut & Bolt and specialty hardware assortment storage, brake parts

storage, Flamables cabinate storage. Locker room inside this room.1 250 250

Added sq ft from portatable storage units

Rest roomShared restroom with Streets, Parks & Rec and Fleet ( one toilet, one

urinal and one sink.) Single occupancy. 5x8 0 0 0

We need a restroom that is not single occupancy and has muntiple

stalls plus a hand was area and showers.

Locker room Our lockers are inside of parts/ supply storage 0Our locker room is part of the parts/ supply room need a

designated are

Vehicle Bay Vehicle bay with 2 post lift 12,000 lbs capacity 1 800 800Vehicle bay with lift accommodates police vehicles and light trucks

Vehicle Bay Vehicle bay with 4 post lift 18,000 lbs capacity 1 800 800Vehicle bay with lift accommodate police vehicles and light trucks

and medium duty service trucks

Vehicle Bay Open Vehicle bay w/option of portable lift 60,000 lbs capacity 2 800 1,600

Vehicle bay will accommodate police vehicles, Light trucks,

Medium duty service trucks and Heavy duty trucks with option to

use portable 60,000 lbs lift for Heavy duty trucks.

Vehicle Bay Vehicle bay with 2 post lift 20,000 lbs capacity 0 0 0

Additional Vehicle bay with lift will accommodate police vehicles

light trucks medium duty service trucks and heavy duty trucks.

Subtotal 5,633

Gross'g Factor 1.25 7,041 7,745

Storage binsPortable roll‐off storage bins for tires, oils, equipment, used parts and

hazardous waste storage.5 195 975

Eliminate portable storage bins and add sq ft to Parts / Supply

storage column

Parking Parking for unit on standby 12x30 spaces 2 360 720Need Additional parking space for units on stanby for repair.

Subtotal 1,695

0

0

0

0

0

Total 9,440

Current Needs

Interior

Vehicle Bays

Exterior

PUBLIC WORKS FLEET DIVISION


3/29/2019





Office Space Daily Business / Lunch room 1 12 660 660

Shop Area Workshop / Laundry 1 1 to 4* 418 418 *Depends on Workload

Locker room Clean‐up / Change Station 1 12 418 418

Warehouse Parts / Supplies Inventory 1 1 to 4* 925 925 *Depends on Workload

Paint/Tool Room Indoor Storage Useable Goods 1 1 to 2 160 160

Chemical Storage Indoor Storage Useable Goods 1 1 to 2 230 230

Mobil Storage Area Indoor Storage Useable Goods 1 1 200 200

4 Bay Storage Area Indoor Storage Useable Goods ‐ Hydrant parts, Forklift 4 1 200 800 This Area can be reduced

Subtotal 3,811

Gross'g Factor 1.25 4,764 5,240

Generator Storage Generator Storage Area 3 1 to 2 220 660 Can Be relocated at yard, but needs shelter from public view

Air Compressor Storage Outdoor Storage Usable Goods 1 1 200 200

50/50 Mix Area Outdoor Storage Usable Goods 1 1 to 2 280 280

Cement Area Outdoor Storage Usable Goods 1 1 to 2 280 280

Bone Yard Area "A" Outdoor Storage Usable Goods 1 1 to 2 900 900

Washout Pit Outdoor Storage Disposable Goods 1 1 252 252

Spoil Pile Area Outdoor Storage Disposable Goods 1 1 364 364

Cold Mix Area Outdoor Storage Usable Goods 1 1 364 364

Sand Area Outdoor Storage Usable Goods 1 1 520 520

Base Area Outdoor Storage Usable Goods 1 1 624 624

Asphalt Spoil Area Outdoor Storage Disposable Goods 1 1 468 468

Valve Box Area Outdoor Storage Useable goods 1 1 1092 1,092

Bone Yard Area "B" Outdoor Storage Usable Goods 1 1 429 429 This area is shared with Farmers Irrigation Company

3 Bay Storage Area Indoor Storage Useable Goods ‐ Old misc. Tools 3 1 215 645 This Area can be reduced

Traffic Control Area Outdoor Storage Usable Goods ‐ signs, barricades, delineators 1 1 420 420 This Area can be reduced

Pipe/Steel Plate Storage Outdoor Storage Usable Goods 1 1 2400 2,400 This Area can be reduced

Personal Vehicle Parking Outdoor Parking ‐ Employee and Visitor 18 1 180 3,240

Sm City Vehicle Parking Outdoor Parking ‐ City Pick‐ups 10 1 180 1,800

Lg City Vehicle Parking Outdoor Parking ‐ Large Service trucks 5 1 250 1,250

Utility Trailer Parking Outdoor Parking 1 1 300 300

Back‐hoe Parking Outdoor Parking 1 1 250 250

Skip‐loader Parking Outdoor Parking 1 1 250 250

Subtotal 16,988

Total 22,228

Exterior

PUBLIC WORKS WATER DIVISION


Current Needs

Interior

3/29/2019





Storage Landscaping tools 1 625 625

Storage Supply storage 1 625 625

Storage Janitorial supply storage 1 120 120

Office Space Private office for Supervisor 1 1 120 120

Open Office Space Work Area for Staff 1 3 240 240

Subtotal 1,730

Gross'g Factor 1.25 2,163 2,379

Parking spaces Parking for work trucks and equipment (11), employee parking (6) 17 250 4,250

Subtotal 4,250

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

Subtotal 6,629

BUILDINGS AND GROUNDS STORAGE AT CORP YARD

EXISTING with Deficiencies

Space allocation as‐is in current facilities

Interior

Exterior