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HomeMy WebLinkAboutURA RES 2022-25RESOLUTION N0.2022- Z n A RESOLUTION OF THE CALDWELL URBAN RENEWAL AGENCY AUTHORIZING FINANCIAL SUPPORT FOR INFRASTRUCTURE COSTS WITH BLUEBIRD CAR WASH, LLC. BE IT HEREBY RESOLVED by the Caldwell Urban Renewal Agency authorizes the approval of the request made part hereof and set forth in full. PASSED BY THE CALDWELL URBAN RENEWAL AGENCY this 13t1' day of June, 2022. APPROVED BY THE CHAIRMAN OF THE URBAN RENEWAL AGENCY OF THE CITY OF CALDWELL on this 13"' day of June, 2022. Q C9 ••� ;or ivy k4p w : SEAL '�' i ATTEST: SECRETARY TO: Caldwell Urban Renewal Agency Meeting Date June 13 , 20 22 AGENDA ITEM INFORMATION SUBJECT: Financial support for Bluebird Car Wash, LLC. This request pertains to infrastructure costs associated with their property at 0 Franklin Road in Caldwell, Idaho. Department Submittals X to mark Initials Building Department CDBG Clerk City Attorney Finance Department Human Resources Planning & Zoning Fire Department Police Department Public Works Street Department Water Department WWTP Engineering Mapping COST IMPACT.• $129,653.00 Parks and Recreation FUNDING SOURCE: URA — Fund 96 Airport Information Systems TIMELINE: Effective upon approval Golf Course OTHER: URA Treasurer: Carol Mitchell X CHM SUMMARYSTATEMENT: Bluebird Car Wash, LLC is seeking financial support for provide holistic benefits to the area. road/landscape improvement costs that will RECOMMENDED ACTION• Approval of the costs related to the project to broadly improve the area. MflM COMPANY, INC. CONSTRUCTION MANAGERS •GENERAL CONTRACTORS 431 W. McGregor Dr., Boise, ID 83705 P: 208.384.0800 1 F: 208.345.5323 1 www.cmcompany.com Bluebird Express Car Wash - Caldwell CM Company, Inc. Caldwell, Idaho 431 W. McGregor Dr. ROM - Offiste Improvements Boise, ID 83705 Construction Duration: 2 Weeks CSI Description BP # Contractor Qty. Labor Material Sub Supplier Equip. Other Unit Cost MH Total General Conditions 1,110 Mobilization & Demobilization - MH 51.00 1.120 Job Layout MH 51.00 1,130 Misc. Deliveries & Errands MH 51.00 1.140 Progressive Clean-up MH 51.00 j12 1.150 Supervision 1 MTH 6,120 51.00 62120 1.198 Safety / Inspections 1 LS 1.210 Temporary Power 1 LS 1,220 Temporary Water 1 LS 1.230 Temporary Toilet 7 MTH - 1.260 Temporary Heat 1 LS 1.270 Phone & Internet 7 MTH 1.310 Job Office 7 MTH 1.315 Job Office Supplies & Equipment 7 MTH 1.330 Temp. Fence/Barricades 1 LS 13000 2,000 51.00 20 3,000 1.370 Traffic Control/ACHD 1 LS iO.C()0 51.00 10,000 1,382 Project Signage 1 LS 1.386 Temporary Partitions 7 MTH 51.00 1.440 Weather Protection 1 LS 1.454 Special Inspections BY OWNER 1 LS 1.445 Erosion Control 1 LS 500 51.00 500 1.530 Photographs 1 LS 1.610 Job Site Pickup 7 MTH 1.620 Small Tools & Fasteners 1 LS 1.640 Equipment Rental 1 LS 1.710 Trash Haul Off 1 LS 1.720 Final Clean Up 7,936 LS - 1.730 Closout / Warranty / 0&M 1 LS - 1.750 Procore 1 LS 2S& 298 1.760 First Aid 1 LS - 1.786 Postage 1 LS 1.810 Building Permit -By Owner BY OWNER 1 LS 1.812 Plan Check Fee - By Owner BY OWNER 1 LS 1.825 Sewer Rating -By Owner BY OWNER 1 LS 1.835 Impact Fees - By Owner BY OWNER 1 LS - 1.840 Builders Risk Insurance BY OWNER 1 LS 1.915 Printing Cost 1 LS Sub•Total General Conditions 19,918 4/21 /2022 Page 1 Bluebird Express Car Wash - Caldwell CM Company, Inc. Caldwell, Idaho 431 W. McGregor Dr. ROM - Offiste Improvements Boise, ID 83705 Construction Duration: 2 Weeks CSI Description BP # Contractor Qty. Labor Material Sub Supplier Equip, Other Unit Cost MH Total 2.500 Demolition 1 LS 19,295 193295 2.200 Earthwork 1 LS 21,245 21,245 2.500 Asphalt Paving 1 LS 123593 12$93 2.600 Utilities 1 LS 81000 81000 2.900 Landscaping & Irrigation 1 LS 12,900 12,900 3.300 Concrete 1 LS 211925 - 213925 1153876 Subtotals: 73120 2,000 95,958 10,798 140 115,876 1.820 Liability Insurance: $ 972 1.999 Fee: $ 7,011 1.998 Contingency: $ 51794 Total: $ 1299653 4/21 /2022 Page 2 4 - — _i , i \ k i r, i•''t %/ — e\ -- --; • -_ --- - - --- _:.r-- - #_� - I �=PROPOSED STORM — " PROPOSED CB GREASE TRAP _ \', _ \ \ � -------- GREASE a. M M � _ I STORM H I �` ial PROPOSED SEEPAGE - irar• I ir�t.• .+- BED . PROPOSED STORM GREASE TRAP I ' / PROPOSED SEEPAGE BED PROPOSED TO REPLACE EXISTING TRENCH DRAIN STORMWATER POND 4 I PROPOSED 2 ' JI TRENCH DRAIN -v ' PROPOSED =� BUILDING It p '. ta WATER POC TO BUILDING. FINAL Flt\ a, LOCATION PER MECHANICALta I" i I: rST n— I, I -- i I I PROPOSED STORM GREASE TRAP I I PROPOSED 6' WDE 6 .e a N \ I VALLEY GUTTER ;j. s all:\ , #:. Z ;_V. ,•,A .. PROPOSED T'rM SEEPAGE BED a SEWER POC TO I _ -' �y�� " c^ ^.:1� - PROPOSED 3' ! I I EXISTING i y 1 At•:`i:"�•. VALLEY PROPOSED CEI - ----_._—_.-- ---- -.... --- _— lawt77 --- -- --_ — - I - _—_ I 1. _ — _ _ -- I \'-}"� - -- — -- ------ -- --- -- _ --- — — -- - WATER-- --- '----- --- St c: EXISTING -- — -- - --- — -- -- -- t (yam — t r _ _ -- / -L-, _all � _.- _ _— .._ — _ _. / 1, I ��� ACKERMAN � ESTVOLD 7601WM RaYM 01he,5Y. 102 • Gc6m Up.�BI/N 20A2516°0 • mrnJdaTTesM14HmT N Gnphk Sule• SHEET INDEX FOR 100% SUBMITTAL W.1 NOTES cG.2 DETaLs C0.3 DEMOLITION PLAN 07.0 SRE PLAN C2.0 DRAINAGE PLAN C3.0 GRAgNG PAN Cd.O SEIAER 8 WATER PLAN C5.0 ESC PLAN a Pz.0�7 =t aga0 a�w=30Qw fin¢ o G" °z Dui ob�'€vmawt i o02n oo awl mgF p °D E F� wom E cr)cr c a HOalT LM W p�W ii A m CL LL N � L QLn V m U LO � OD C_ NW c 'rn c W i° U LEI � o 0 Wc Ay o aF+� vNi A w d 30% SUBMITTAL PROJECT R22056 DATE 04-20.22 DRAWN CHECKED REVISED SHEET TITLE SITE PLAN SHEET ORIGINAL SHEET SIZE 22" x 34" o 1.4F - ....... .....00 \lUlp s:•oil BEST WESTERN PROPERTY L LANDSCAPE PLAN NORTH C LANDSCAPE LEGEND SYMBOL COMMON NAME BOTANICAL NAME PLANTING SIZE Austrian Pine Pinus nigra B-10' height Glemis triacanthos Shademasler Honeyloc st inermis Y caliper 'h.1W 'Shademoster Chanticleer Pear Pyrue calleryom Y caliper Chanticleer' SHRUBS SYM COMMON NAME BOTANICAL NAME PLANTING SIZE Q Feather Reed Grass Colamagroatis x ocutiflora Karl Wooster 2 gallon ins ne Bucktham Rhamnus frongulo 'Fine Una' 5 gallon O laerider Lovendula angustiform 2 gallon Q Goldflame Splmea paoca x uma a o Flame' 2 gallon s Blue Fescue a uca owna g ouco O° 2 gallon Blue' Q &ere Star Juniper Junipems sgwmato 'Blue Star 5 gallon •:: Sodded ITT Turf GENERAL NOTES: A. IMMEDIATELY AFTER AWARD OF CONTRACT, NOTIFY THE ARCHITECT OF AVAILABILITY OF SPECIFIED PLANT MATERIAL FROM COMMERCIAL NURSERIES, IF A SPECIFIED PIAN7 IS NOT AVAILABLE. THE ARCHITECT WILL PROVIDE ALTERNATE PLANT MATERIAL SELECTIONS. SUCH CHANGES SHALL NOT ALTER THE ORIGINAL 810 PRICE UNLESS A CREDIT IS DUE TO THE OWNER. B. VERIFY LOCATIONS OF ALL EXISTING UNDERGROUND UTILITY SYSTEMS PRIOR TO BEGINNING ANY PHASE OF CONSTRUCTION THAT MAY CAUSE DAMAGE TO SUCH SYSTEMS. REPAIR / REPLACE DAMAGED UTILITIES TO THE SATISFACTION OF THE OWNER OR GOVERNING AGENCY, AND AT NO ADDITIONAL COST TO THE OWNER OR INCREASE IN BID AMOUNT, C. CONTRACTOR SHALL BE RESPONSIBLE FOR PREPARING ALL PLANTED AREAS, ALL DELETERIOUS MATERIAL SUCH AS ROCK, TRASH, CONSTRUCTION DEBRIS, AGGREGATE BASE MATERIAL, ASPHALT, ETC.., SHALL BE REMOVED PRIOR TO ANY FILL OPERATIONS. RIP SUB GRADE AS PER SPECIFICATIONS, FILL ALL PUNTING AREAS WITH CLEAN EARTHEN FILL, AS PER SPECIFICATIONS, SOIL SHALL DE FREE OF HEAVY, STIFF CLAY AND ANY DELETERIOUS MATERIAL OVER ONE INCH IN SIZE. THE TOP SIX INCHES OF FILL MATERIAL SHALL BE TOPSOIL EQUAL TO THAT REQUIRED IN THE SPECIFICATIONS. CLEAN TOPSOIL STRIPPED FROM SITE MAY BE UTILIZED FOR PUNTER OR TOPSOIL FILL IF PRIOR APPROVAL HAS BEEN OBTAINED FROM THE ARCHITECT. D. E%CAVATED PLANT PITS SHALL HAVE POSITIVE DRAINAGE, PLANT PITS (WHEN FULLY FLOODED WITH WATER) SHALL DRAIN WITHIN I HOUR OF FILLING. ENSURE THAT ALL PUNT PITS HAVE POSITIVE DRAINAGE. E. PROVIDE REQUIRED SOIL EROSION CONTROL MEASURES THROUGHOUT THE DURATION OF THE CONTRACT PERIOD, SHOULD THERE BE EXISTING SOIL EROSION CONDITIONS THAT REQUIRE MITIGATION, NOTIFY THE ARCHITECT '.., IMMEDIATELY. F. ALL PUNTER BEDS SHALL RECEIVE A 3- DEEP LAYER OF PINE BARK MULCH. 1�-1.5 IN SIZE, DARK IN COLOR, C. TOPSOR. DEPTHS SHALL BE AS FOLLOWS (WHERE APPLICABLE): LAWN AREAS-6' MIN.; PLANTER BEDS — 12" MIN.; CURB ISLANDS — 15 MIN.. H. CONTRACTOR IS RESPONSIBLE TO REPAIR ALL LANDSCAPE PUNTING AREAS DAMAGED AS A RESULT OF NEW CONSTRUCTION. RE: CIVIL PUNS, SITE ELECTRICAL PLANS, REPAIR INCLUDES BUT IS NOT LIMITED TO TREES, SHRUBS GROUNDCOVER AND LAWN; MULCH; TOPSOIL; EDGING; LANDSCAPE FABRIC. I. ALL PLANTING BEDS SHALL BE TREATED WITH A PRE —EMERGENT HERBICIDE. No PRE —EMERGENT HERBICIDE SHALL BE APPLIED PER MANUFACTURER'S RECOMMENDATIONS AND SHALL OCCUR AFTER TOPSOIL PLACEMENT AND PRIOR TO INSTALLATION OF PLANT MATERIALS AND MULCH. J. CONTRACTOR IS RESPMSELF TO WRFY ALL QUANTITIES PROr'AED ON ALL PL NS. F OUMORIES IISIED W NOi CORRELATE WITH NNAT IS %M ON THE it^ THE WNTITES SHOWN ON THE KM SHALL COiDW. THIS PICLIAES MIT IS LOT U WU TO TREE, S I M, RODt, TOPSOL, 11". SEED OR 500, ED(;BtG, AM D P UK OLW(TMES. d a w 5-' � o oomx A€E45 h •`*���c€o�E �ga�� p v e.5�2i" Fey Wro � m o fY Can rd A Q W W O N N M z2<� 5 O � N � m v V of I►/S m � � N w c_ JI W c m m L E r®9 uu c t� o D o w C/] Q F-1 m A �••� 30% •-. ae 0 0 REVISED SHEET TITLE LANDSCAPE PLAN SHEET ORIGINAL SHEET SIZE 22" x 34" C C BEST WESTERN PROPERTY L LANDSCAPE PLAN NORTH IRRIGATION LEGEND 14 SYM MANUFACTURER/DESCRIPTION PSI ® RAINBIRD MPR ROTOR 45 ® RAINBIRD MPR ROTOR 45 6 RAINBIRD MPR ROTOR 45 6 RAINBIRD MPR ROTOR 45 SYMBOL MANUFACT MODEL DESCRIPTION RAINBIRD PESS SERIES ELECTRIC REMOTE CONTROL VALVE SIZE PER VALVE SCHEDULE ®� ®� RNNBIRD CONTROL ZONE KIT, FILTER, PRV. XCZ-PRB-100-COM (3-20 GPM) E RAINBIRD DRI SUBSURFACE DRIPUNE XFS-09-18 DRIPUNE AT IEr SPACING © RAINBIRD VARIES IRRATION CONTROLLER —WALL MOUNT RE, ELECTRICAL PLANS, KEYNOTES* ®-I BUCKNER VBM SERIES ISOLATION VALVE-UNE SIZE ® BUCKNER %4 SERIES - MANUAL DRAIN VALVE (�) WILKINS MODEL 950XL DOUBLE CHECK VALVE BACKFLOW PREVENTER. INSTALL PER LOCAL CODES AND CONDITIONS. --- IPL (OR EQUAL PVC CLASS 200 1.5 MAINLINE IPL (OR EQUAL PVC CUSS 200 LATERAL PIPE —WATER VELOCITY SHALL NOT EXCEED 5' PER SECOND IPE EQUAL PVC CLASS 200 4' SLEEVES OR 2 SIZES LARGER THAN PIPE, 2" FOR ELECTRIC VALVE WIRING O RAINBIRD pa is a F 33 DK VALVE K 33 D HOSE QUICK COUPLING VALVE WITH ASSOCIATED VALVE KEY, AND HOSE SWIVEL GENERAL NOTES: A. CONFIRM PSI IS ADEQUATE PRIOR TO COMMENCING WORK, SHOULD THE PSI OR IRRIGATION SUPPLY NOT BE ADEQUATE, NOTIFY THE ARCHITECT INMEDIATEIY, IN THE EVENT THE INADEQUACY IS NOT REPORTED IN ASSUME PRIOR TO THE START OF CONSTRUCTION, THE CONTRACTOR SHALL ASSUME FULL RESPONSIBILIY FOR ANY NECESSARY REVISIONS, B. CONTRACTOR SHALL NOT INSTALL THE SPRINKLER SYSTEM AS SHOWN ON THE DRAWINGS WHEN IT IS OBVIOUS IN THE FIELD THAT SITE CONDITIONS INHIBIT 7HE SPRINKLER SYSTEM FROM PERFORMING AS INTENDED, IN THE EVENT THAT THE AtiCHlTECT IS NOT NOTIFIED IN WRITING THAT SUCH CONDITIONS EXIST, THE CONTRACTOR SHALL ASSUME FULL RESPONSIBILITY FOR ANY REVISIONS AND REPAIR WORK NECESSARY, C. DRAWINGS ARE CONCEPTUAL IN NATURE, ACTUAL PLACEMENT OF SPRAY HEADS, VALVES, LINES, ETC, WILL VARY, ALL PIPING, VALVES, ETC, SHOWN WITHIN PAVED AFEEAS ARE FOR DESIGN CLARIFICATION ONLY, INSTALL PIPING AND VALVES IN PLAfIi1NG AREAS WHERE POSSIBLE. AND LOCATE ELECTRIC CONTROL AND QUICK COUPLING VALVES IN GROUND COVER/SHRUB AREAS, G TO 12' AWAY FROM EDGE OF PAVEMENT FOR EASE OF ACCESS, CONTRACTOR IS RESPONSIBLE FOR INSTALLING A WORKING SYSTEM THAT MAINTAINS PROPER COVERAGE, EVEN IF MINOR ADJUSTMENTS ARE NECESSARY. NO IRRIGATION WATER IS TO SPRAY ON BLINDING WALLS, SIGNS, OR SIDEWALKS. 0. 4` POP —UPS ARE TO BE USED IN ALL LAWN AREAS. 12" POP —UPS ARE TO BE USED IN ALL PLANTER BEDS. (WHERE APPLICABLE) E. IF CIRCUIT PIPE SIZES ARE NOT SHOWN ON THE DRAWING, THE IRRIGATION CONTRACTOR IS RESPONSIBLE TO SIZE CIRCUIT PIPING. WATER VELOCITY IN ALL PIPES SHALL NOT EXCEED FIVE FEET PER SECOND, MINIMUM PIPE SIZE TO BE POLYETFLYLENE PIPE SHAD. NOT BE USED, F. CONTRACTOR IS RESPONSIBLE FOR INSTALLING SLEEVES UNDER ALL ROADWAY, PARKING, AND WALKWAY SURFACES. EXTEND G MINIMUM BEYOND SURFACE EDGE. IDENTIFY ENDPOINTS OF SLEEVING, REPORT ALL PROPOSED CHANGES IN SYSiE1A DESIGN TO THE ARCHITECT PRIOR TO INSTALLATION, G. ALL IRRIGATION HEADS LOCATED ADJACENT TO ROAD SURFACES NOT PROTECTED BY A VERTICAL CONCRETE CURB SHALL BE PLACED 18" FROM THE EDGE OF THE ROAD SURFACE, H. IRRIGATION CONTRACTOR TO INSTALL MANUAL DRAIN VALVES AT ALL LOW POINTS ON THE NAlNUNE. I. USE ADJUSTABLE SPRAY NOZZLES WHERE NECESSARY TO ADJUST SPRAY ARC. J. WHERE PPPUCABLE, CONTRACTOR IS RESPONSIBLE TO PROVIDE 120 VOLT POWER AND ALL REQUIRED CIRCUITS FROM THE ELECTRICAL PANEL TO THE IRPIGATION CONTROLLER. SIZE WIRE AND CONDUIT AS REQUIRED. K. CONTRACTOR IS RESPONSIBLE TO REPAIR ALL EXISTING IRRIGATION COMPONENTS DAMAGED AS A RESULT OF NEW CONSTRUCTION, INCLUDING ADJACENT PROPERTIES. RE: CIVIL PLANS, SITE ELECTRICAL PLANS. REPAIR INCLUDES BUT IS NOT LIMITED TO PIPING; VALVES; HEADS; DRIP COMPONENTS; CONTROL WIRES AND EQUIPMENT; AND SLEEVES. L CIXORACLOR 6 RESPOR�E TD YD26Y ALL'WAKITM PROM ON ALL PUNS IF OWNIBIES USTFD DO NOT CORADATE WITH WRAT IS SHOWN CN THE PLAN, THE WMITTES SHOWN ON THE PLAN SHAll. G010W. THS ItiCUIGES BUT IS NOT LUM TO TREE, SHA L WM TOPS- 1AACH, S® OR SOD, DX#iO, ANB U IF LdE QUANTITIES, '•�� G, Sm= � g mat SX € W<G 0 Sxzwo `5�INE ���€oea��s ro o y�y W 0 0 W m o W 6 Q NOc+�i N Gj O u L W u T O In N {ry1 W m On o ll Qo m a � m m � 44, m W II C m u ° u Wi/l 2 C 0 W L 30% REVISED SHEET TITLE fl�RIGATION PLAN SHEET ORIGINAL SHEET SIZE 27' x 34"