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HomeMy WebLinkAboutPZ24-0047 PZAPP FOR PRR RECEIVED CITY OV By keeberso/e at 4:16 pm, May 14, 2024 CITY OF TWIN FALLS TIVIN �.;��,��� UNITY DEVELOPMENT SERVICES P.O. Box 1907 203 Main Avenue East Twin Falls, ID 83303 «: PH: 208-735-7267 ffplanning@tfid.org SPECIAL USE PERMIT APPLICATION A pre-application meeting with staff must occur prior to acceptance of any applications. Pre-application Meeting Date: Date of the Application: Application No.: PZ24-0047 Fee: $500.00 A. APPLICANT INFORMATION: 1. Name of applicant:In-N-Out Burgers: Todd Smith Mailing Address: 13502 Hamburger Lane City:Baldwin Park State:CA zip:91706 Phone: Cell Phone: E-mail: Applicant Signature 2. Name of Applicant's Representative Mailing Address: City: State: Zip: Phone: Cell Phone: E-mail: B. REQUEST INFORMATION: 1. The following is a request that a Special Use Permit be granted for the Real Property Located at(street address): 1965 Blue Lakes Blvd. and LEGALLY DESCRIBED as: for the proposed use of: In-N-Out Burger drive thru restaurant 2. Present use of property:Outback Steakhouse 3. Existing Zoning District: C-1 4. Project Land Area Size:0.93 acres 5. Project Building Size:3,887 square feet Wspecial use permit app updated(02-2024 ke) C. PRIOR TO ACCEPTANCEISCHEDULING OF THE APPLICATION THE APPLICANT MUST PROVIDE THE FOLLOWING: 1. The applicant must prove control of the property for which the request is being made by providing ONE of the following: a. Copy of Warranty Deed, or b. Copy of Earnest Money Agreement or Contract of Sale, duly acknowledged by BOTH Buyer and Seller,Or c. Copy of Lease Agreement AND Owner's Written Consent. 2. Property Owner Notification The applicant must provide a consolidated list of names and addresses of all property owners within the specified distance from the subject property perimeter as listed below. The Director of Planning and Zoning may require notification to additional areas which may be impacted by the proposed change. Zoning District of Subject Property Notification Distance AG, SUI, R-1 VAR. R2, R4. RM. OS 500 Feet R-6. MHO-1, AP. CB. C1, CM, OT, RB. CSI 750 Feet M-1. M-2 1000 Feet The property owner mailing list may be obtained from either of the following: a) Twin Falls County Assessor's Office: 630 Addison Avenue West, Twin Falls, ID 83301 OR b) A Title Company of your choosing. 2. A site plan,drawn to SCALE on an 8 V x 11"paper,which shall meet or exceed the required information as shown on the attached site drawing(s). NOTE: If new buildings are proposed, color elevations are required. _ 3. Provide a Detailed Written Statement On A Separate Sheet Of Paper Containing: a.The reason for the request; b.An explanation of the project, including: i. Hours of operation; ii. Traffic anticipated; iii. Number of employees, etc. c. An evaluation of the effects on adjoining property including the effect of such elements as: i. Noise; ii. Glare; iii. Odor; iv. Fumes and vibration on adjoining property;with v. A discussion of the general compatibility with adjacent and other properties in the district. Planning and Zoning Application Refund Policies and Procedures A refund for a portion of the application fee may be granted, provided a written request is made by the applicant, requesting the withdrawal of the application, and is subject to the guidelines listed below: • 85% of application fee may be refunded if no staff application review has been completed. • 50% of application fee may be refunded once staff review has been completed. (within 35 days of Public Hearing) No refund for permit applications withdrawn after Public Hearing Agenda has been posted. (within 48 hours of Public Hearing N ispecial use permit app updated(05-2024 ke) . .. . | # ) 6 ) � u ) / � § ` �sM ) \ 2 ) 4 \\ § f c=- E� & \§ 7fg ( \ @k \§ (7 §[ B LU w� /k \ k\ \� \ : } � \ . , > ( 0 \ — --- \ | \ _U � ! . \ \a � � ! � � C p w u 2• cr Ww `z < t= �c w O NJ � O << r O Ln _., O C5 2 tL ttl = C 4-x m a 'v taw OZ' cCa� a om � Q =1� w }x ©Q zv'L ow A wwv V) w i s_" C-1 tea T 0 G 00 f�l mw {< w ,. z w v = N<_ C' w ., 4 C �L. Z �ai <'� � vL-i � a`vsi 5� = ri � oaoaoaoaa0000aaa 3Vd N !33815 I� —--� U 81 a - C] w N `f ..uxa�.—n — wmanrmmmanr'�r Application Process/Requirements Application Process: 1. Contact the Planning&Zoning Department,735-7267 or 203 Main Avenue East,to determine basic zoning regulations and application procedures. 2. Submit the application with the required attachments and fees.(see application) 3. Staff reviews the completion of the application and the need for additional information if necessary. 4. Once staff has determined the application is complete and ready the request is scheduled for a public hearing. 5. Once scheduled staff submits the public hearing information to the Times News for publication. 6. A Public Notice Packet will be emailed to the applicant with instructions for mailing and signage posting deadlines. 7. The applicant is required to mail a copy of the public notice letter provided by the City of Twin Falls to each property owner within a specified perimeter of the property under review,and any additional area that may be impacted by the proposed change as determined by the Zoning Administrator. 8. The applicant is required to submit a signed Affidavit of Mailing and Posting to the Planning&Zoning Department as proof that the letters were mailed and the public notice sign was posted within the specified time (Note: If the mailing and posting requirements have not been met the request will be withdrawn from the agenda.) 9. A staff report regarding the applicants request,including-staff analysis and recommendations,will be emailed to the applicant prior to the public hearing. 10. The public meeting is held at Twin Falls City Council Chambers,203 Main Avenue East,beginning at 6:00 p.m.on the scheduled date. 11. At the public meeting,staff will present their analysis of the request and make recommendations as necessary for the Planning& Zoning Commission to consider. 12. The applicant,or applicant's representative,shall present the request to the commission.This person should be prepared to answer any questions the Planning&Zoning Commission may have,and address any concerns presented by the public at the time of the hearing. 13. The Planning&Zoning Commission will then deliberate and make a decision based on the evidence presented,and the recommendations made by the staff regarding the request. 14. The applicant or any affected person(s)who appeared in person or in writing before the Commission may appeal the decision of the Commission to City Council,provided a written appeal request is submitted to the Council within fifteen(15)days from the Commission's action. 15. Upon receipt of an appeal request due to the actions of the Commission,the City Council shall set a public hearing date, under the same provisions as the Commission hearing,to consider all information,testimony and the Commission's minutes of the public hearing to reach a decision to uphold,conditionally uphold,or overrule the decision of the Commission. Special Use Information: 1. A special use permit is not transferable from one parcel of land to another,but may be transferable from one owner toanother, provided all conditions of the special use permit continue to be met. 2. A special use permit issued for in-home daycare services or for home occupations are not transferable from one owner to another nor are they transferable from one parcel of land to another. 3. Approved special uses which have not been established within one(1)year of the date of issuance may be reviewed by the Commission to determine if the facts and circumstances have changed.The Commission may call for a new special use permit application or re-activate the Special Use Permit. 4. A special use which has been discontinued for a period of one year shall not be reestablished without a new Special Use Permit. 5. If a Special Use Permit is approved on the condition that certain improvements are made to the subject property,the applicantmust provide proof that the conditions have been met prior to issuance of a permit.If the applicant fails to provide proof of compliance within six(6)months of approval,the special use permit shall be void. 6. Depending upon the nature of the request the following improvements may include but are not limited to:landscaping,water retention,paving,parking,curb,gutter,sidewalk,and possibly street improvements. 13502 Hamburger Lane IWWOUT Baldwin Park,Ca 91706-5885 2 The Best Enterprise J� B U R G ER Is A Free Enterprise- Project Description Proposed In-N-Out Burgers Restaurant 1965 Blue Lakes Blvd. Twin Falls, ID In-N-Out Burgers proposes to develop a new In-N-Out Burger restaurant with a drive-through at 1965 Blue Lakes Blvd., Twin falls, Idaho. The proposed In-N-Out restaurant will be 3,887 square feet with indoor seating for 84 guests, and outdoor seating for 28 guests. The site is approximately .93 acres and improvements will include an approx. 500 square foot covered trash enclosure, a drive-through with dedicated onsite queuing for 27 cars. Code required parking of 42 cars will be achieved with a combination of on-premises and off- premises "reciprocal" parking. Onsite vehicle circulation is excellent, with no "dead-end" parking aisles, and a single shared access entry to both properties with a cross access point that allows for easy entry and exit. Currently an Outback Steakhouse building is operating on site. Outback is relocating. The construction of the proposed IN-N-Out Burger will include 24 parking onsite spaces. The required parking for the project will be 42 spaces. The additional parking will be provided by reciprocal parking between In-N-Out and the adjoining parcel. The adjoining parcel provides 46 spaces now and will provide 62 spaces after In-N-Out construction is completed. The parking for all establishments will be met as summarized below: Parking required: INOB requires 39 spaces (3,887/100=38.9) Outdoor seating for INOB requires 3 spaces "Swig" requires 14 spaces (1,361/100=13.6) Wo Bettahs" requires 26 spaces (1,920/75=25.6) Outdoor seating for"Swig"and Wo Bettahs" requires 4 spaces Total number of spaces required between the two properties = 86 spaces The breakdown for the number of parking spaces provided is as follows: "Swig" and Wo Bettahs" provides 46 existing spaces The modified striping north of the INOB property provides 16 spaces The site pan for INOB is providing 24 spaces Total number of spaces provided between the two properties = 86 spaces The proposed In-N-Out will feature a drive thru lane and an escape lane should the need arise for a customer to have to exit the drive through prior to ordering or picking up food. The City of Twin Falls Code requires a drive thru to provide "Five (5) stacking spaces from first window, pickup window, order board, or other stopping point." The proposed drive thru lane is designed to handle a projected 27 vehicles in total which is about 18 stacking spaces behind the menu board. In addition, should the restaurant unexpectedly surpass that, store associates are well trained in managing excess drive thru queuing on site. In-N-Out cooks all its burgers and fries to order— nothing is pre-cooked and there are no cooked food holding bins. This restaurant will be equipped with three burger grills. Two grills will always operate, "God Bless America" •The Customer Is Everything To Us 13502 Hamburger Lane IWWOUT Bald6-5885 22 The Best Enterprise �, B V R V E R Is A Free Enterprise �M � and activation of the third grill will be done in response to high dine-in or, more typically, high drive- through demand as activating the third grill significantly increases the speed at which drive-through orders are delivered to customer vehicles. In addition, standard store operating procedure dictates that as soon as the drive-through queue reaches the 81" or 9th car (where the menu board/order speaker is located) In-N-Out Associates are deployed outside to take orders using hand-held ordering tablets. The use of these tablets puts orders into the kitchen faster than ordering at the menu board, and, when combined with increased production from the third grill, the result is extremely fast and efficient food production with the shortest possible food wait times, and therefore the shortest possible drive-through vehicle queues. Awareness of the queue reaching the menu board is enhanced with outdoor cameras and indoor monitors. There will be between 4 and 6 outdoor cameras on this site, with 3 or 4 of them specifically viewing the drive-through lane. These cameras display on multiple monitors located inside the restaurant including at the manager's office, above the grills, and at both the pay and pickup windows. In addition to the operational efficiencies and extensive drive thru stack design described above, a traffic queue analysis was prepared by Giancarlo Ganddini of the Ganddini Group. The analysis recorded drive thru queue data from existing In-N-Out drive thru locations that matched the conditions the proposed drive thru will feature. Such factors as comparable locations and comparable populations to provide the best data for the proposed drive thru. The traffic queuing analysis found that comparable existing stores maximum peak drive thru stack was 27 cars (Logan Utah), and the average maximum dinner queue was 25 vehicles. The supporting data provides empirical evidence that the 27-car stack will be sufficient once the restaurant settles into a normal operating pattern. Construction for the restaurant will be done in a single phase and take approximately 7 months, with a typical progression of construction activities. These activities, some of which would run concurrently, include site preparation and limited grading of about 4 to 6 weeks, building construction of about 4 months, paving and striping of about 3 weeks, and landscaping of about 2 weeks. The restaurant will operate 7 days a week, from 10:30 AM to 1:00 AM Sunday through Thursday, and from 10:30 AM to 1:30 AM on Friday and Saturday. The restaurant, drive-thru, and parking lot, as with all In-N-Out Burgers restaurants, will be well-lit and meticulously maintained. The restaurant will be staffed by approximately 10 to 12 Associates per shift, with 3 shifts per day. The proposed restaurant will operate in the same location as Outback Steakhouse previously operated within a commercial mall next to other restaurants and shopping. The proposed In-N-Out is therefore compatible with the surrounding properties. There is no delivery dock or designated delivery parking bay required on the premises as deliveries are made only by In-N-Out owned and operated vehicles, after the restaurant is closed to the public, between the hours of 2 AM and 9 AM. No alcoholic beverages will be served. "God Bless America" •The Customer Is Everything To Us 5/09/24 PMO100 - PARCEL MASTER INQUIRY 16 :58:06 PARCEL: RP T06190010080 A F9=MS F17=DD LEGAL DESCRIPTION CANYON PARK WEST LLC TWIN FALLS CANYON PARK AMD ATTN: PATRICK WOOD SUBD PUD LOT 8 BLOCK 1 + ProVal Area Number 1 14 CORPORATE PLAZA DR CODE AREA 1-0000 OWNER CD STE 120 PARC TYPE _ LOC CODE NEWPORT BEACH CA 92660 EFFDATE 3052014 EXPDATE 1965 _ BLUE LAKES BL N _ 83301 PREV PARCEL RPT06230010060T X for parcel comments _ CAT/ST# RY QUANTITY UN VALUE HO MRKT HO EXMP CB MRKT OTHER 21 1 2021 959 AC 672736 42 1 2021 880733 TOTALS 959 1553469 ENTER NEXT PARCEL NUMBER RP A FKeys: F2=TX F3=Exit F5=SS F6=NM F7=LG F8=CT F13=TM F18=HS F20=Srch F22=EU , Tw in Falls County Parcels v Find addressor pla... RPT06190010080 X Find by owner 's\`+ Se Map Layers Legend + ;X O a® Map Layersrf 0o9734ae62 RPT0619001 Y r lot``t.. Twin Falls Mask ••, 190 00 0 �/! RP1062200100A0 ~�% RPT0619001 70 RPT06220010040 > PLSS 56 ••• < P 7345422 ' RPT06 001( Twin Falls County Parcels ••• f RPT06220 0038 RP 1 RPT06 , > Taxing Districts 0 ••• 1� RPT00097344825 Wells 0 T06220 10 RP 06190010050 Water Right Place of Use ••• RPT 1 r,10010 ♦ . RPT32470010016 N FHL-Flood Hazard RPT0619001 R 0622 Zones ... PT32480010020 w Idaho Surface / 19001 RPT32010018 M anagem ent Agency N AP Imagery 2021 ••• �PT0825001003H RPiT06190010040 R 24700100 2001 i RPT32460010060- PTT{ii24 00 25001 1 ' RP,+T32.460010080 �* �� RPT3248001001 �i 1 r� ;Q Selected features:29 -114.452... � � 200 ft Esn,NASA,N G AUSG 5 FEMAJ Esri Comm unity Maps Contributors,©... Bwered by Esri DocuSign Envelope ID: FF9BE7E6-390D-4DC5-ACB8-31711C2C9F8E BASIC PROVISIONS OF GROUND LEASE This Ground Lease("Lease")is between IN-N-OUT BURGERS, a California corporation, as Tenant, and the Landlord identified below. Landlord hereby leases to Tenant and Tenant hereby leases from Landlord, subject to the provisions of this Lease and for the Term set forth herein,the Premises described in this Lease, together with the right to use all easements and appurtenances thereto and/or to the Center(including, without limitation, the Easements)and any adjoining property owned by Landlord, The Basic Provisions of Ground Lease("BPOGL")are set forth below. A. Landlord ("Landlord"): CANYON PARK EAST, LLC,a Delaware limited liability company, as to an undivided 46.09%tenants-in common interest;WOOD WEISS CANYON PARK EAST, LLC,a Delaware limited liability company, as to an undivided 4.05%tenants-in-common Interest; KIP CANYON PARK EAST, LLC, a Delaware limited liability company, as to an undivided 15.52%tenants-in- common interest;99 PALMS SMART EAST, LLC, a Delaware limited liability company, as to an undivided 2.34%tenants-in- common interest; LB CANYON PARK EAST, LLC, a Delaware limited liability company,as to an undivided 26.55%tenants-in- common interest; and 1rF CANYON PARK EAST, LLC,a Delaware limited liability company, as to an undivided 5.45%tenants-in-common interest B. Landlord Address for Notices: Canyon Park West LLC c/o Wood Investments Companies, Inc. 14 Corporate Plaza, Suite 120 Newport Beach, CA 92660 Attn: Patrick Wood Email: -1- DocuSign Envelope ID:FF9BE7E6-3900•4DC5-ACB8-31711C2C9F8E C. Tenant("Tenant"): IN-N-OUT BURGERS, a California corporation D. Tenant's Address for Notice: 13502 Hamburger Lane Baldwin Park, California 91706 Attention: Real Estate Department and Emily Bateman Email: For Overnight Deliveries Only: 13752 Francisquito Avenue Baldwin Park, California 91706 Attn: Real Estate Department and Emily Bateman E. Center Address: 1921 Blue takes Blvd. N.,Twin Falls("City"),Twin Falls ("County"), State of Idaho "State" 83301 F. Name of Center: Canyon Park West -2- DocuSign Envelope ID:FF9BE7E6-390D-4DC5-ACBB-31711C2C9F8E Ground Lease Signatures This Lease consists of the foregoing BPOGL and General Provisions and the exhibits attached hereto (the"Exhibits"), all of which are incorporated herein by this reference. If there are any inconsistencies between the BPOGL and the General Provisions,the General Provisions shall prevail. If there are any inconsistencies between the Exhibits, on the one hand, and the BPOGL and General Provisions, on the other hand,the BPOGL and General Provisions shall prevail, except as otherwise specified above. IN WITNESS WHEREOF,the undersigned have executed this Lease as of the date(s) and year set forth below. LANDLORD TENANT CANYON PARK EAST, LLC, IN-N-OU*BG R a ali orni or oration a Delaware limited liability company, as to an undivided 46.09%tenants-in common interest By: ate � "`q'"°W Vice President, Store Development By: I '"` Name: Joe I Fa "' Title: Manager /� n(�rn�//II Date: MCLVCyI 21 , 2,0M By: Name: Patri c 1110"D! Title: Manager Date: 3/19/2024 WOOD WEISS CANYON PARK EAST, LLC, a Delaware limited liability company, as to an undivided 4.05%tenants-in-common interest rJ« Name: Joe I Fa ­„­ Title: Manager By: Name: Pat ri c Title: Manager Date: 3/19/2024 KIP CANYON PARK EAST, LLC, a Delaware limited liability company, as to an undivided 15.52%tenants-in-common interest DxWgnN by: By. e Name: ve I rarKa5a,_,x_b,.s. Title: manager -40- • transportation ■ noise ■ air quality I GANDDINI GROUP TECHNICAL MEMORANDUM TO: In-N-Out Burger, Inc. FROM: Giancarlo Ganddini, PTP, PE(CA) I Ganddini Group, Inc. DATE: May 9, 2024 SUBJECT: Drive Through Queuing Analysis for Proposed In-N-Out Burger at 1965 Blue Lakes Boulevard,Twin Falls, ID Project No. 19724 Ganddini Group, Inc. is pleased to provide this drive through queuing analysis for the proposed In-N-Out Burger Project in the City of Twin Falls, Idaho. The purpose of this memorandum is to document anticipated drive through lane stacking needs for the proposed Project based on drive through lane queue surveys observed at comparable existing In-N-Out restaurants.We trust this analysis will aid the City in assessing the project. PROJECT DESCRIPTION The approximately 1.0-acre project site is located within the Canyon Park shopping center on the west side of State Route 93 and south of Snake River, addressed at 1965 Blue Lakes Boulevard North, in the City of Twin Falls, Idaho. The project site is currently developed with a sit-down restaurant that is proposed to be demolished. The proposed project involves construction of a new 3,860 square foot In-N-Out Burger restaurant with drive through window.The proposed site plan is provided in Attachment A. STANDARD DRIVE THROUGH WINDOW OPERATIONS As shown on the site plan,the Project is proposing a dual-lane drive through layout that merges into one lane prior to a single service point for taking orders at the menu board located at the approximate 9th vehicle from the pick-up window. The proposed drive through layout provides a total queuing capacity for up to approximately 24 vehicles. During peak operations, In-N-Out associates will monitor the parking lot to ensure that on-site circulation flows smoothly and access to/from parking spaces and the drive through lane is adequately maintained. The drive through lane is typically monitored by three to four cameras with video feeds displayed at the manager's office, cooking grills, and both the pay and pick-up windows. During periods of peak demand, a wireless handheld ordering system is implemented once the drive through lane queue extends beyond the menu board and ordering speaker.This enables orders to be processed sooner and ensures that the order is ready by the time the vehicle reaches the pick-up window.The associate operating the handheld ordering system will also communicate with management inside the restaurant and can notify of the need for additional associates to assist in the parking area. Compared to older In-N-Out locations,the proposed project will provide substantially more vehicular storage capacity in the drive through lane and will have a larger,more efficient kitchen.Two grills are typically operated at all times and a third grill is used during periods of high volume.Activation of the third grill is typically done 555 Parkcenter Drive,Suite 225,Santa Ana,California 92705 1 ganddini.com In-N-Out Burger, Inc. May 9, 2024 in response to drive through demand and enables the restaurant to increase the speed at which drive through orders are picked up.With implementation of handheld ordering, combined with the higher capacity kitchen, drive through orders can be processed at an average of approximately one vehicle every 30-45 seconds during peak periods (order processing time may vary during non-peak periods). DRIVE THROUGH LANE QUEUE SURVEYS To estimate the queue lengths that can be anticipated for the proposed Project, an empirical analysis of drive through queuing was performed. Based on review of store characteristics, such as location outside of major metropolitan areas and potential market population, the following existing In-N-Out Burger restaurants were determined to adequately represent comparable conditions as the proposed Project and were selected for observations: ■ 3040 AZ-69, Prescott,AZ 86301 (Drive through length = 256 feet/12 cars) ■ 873 N Promenade Parkway, Casa Grande,AZ 85194 (Drive through length = 245 feet/12 cars) ■ 404 Main Street, Logan, UT 84321 (Drive through length = 400 feet/20 cars) The drive through queue surveys were conducted on Thursday,April 18, 2024, and Saturday,April 20, 2024. The number of vehicles queued in the drive through lane was observed and recorded in one-minute increments during the peak lunch period from 11:00 AM to 2:00 PM and the peak dinner period from 5:00 PM to 8:00 PM.The raw survey worksheets are provided in Attachment B. Table 1 below shows a summary of the maximum drive through queue length (in vehicles) observed at each of the four survey sites. Table 1. Summary of Maximum Drive Through Queues Observed Maximum Queue Observed (Vehicles) Weekday Saturday Lunch Dinner Lunch Dinner Survey Site (11AM-2PM) (5PM-8PM) (11AM-2PM) (51PM-81PM) Maximum Prescott,AZ 21 22 22 20 22 Casa Grande,AZ 16 26 20 15 26 Logan, UT 18 27 20 18 27 Average 19 25 21 18 25 As shown in Table 1,the maximum drive through queue ranged from 22 to 27 vehicles. Based on the average of the maximum queues observed at three survey sites, the proposed project can be expected to have a maximum queue of 25 vehicles during periods of peak demand. Based on queuing capacity for 24 vehicles, the maximum queue expected for the proposed Project would exceed the drive through lane capacity by approximately one vehicle. Figure 1 illustrates that the proposed site plan can accommodate up to five (5) additional vehicles on-site, for a total queuing capacity of 29 cars, without adversely impacting on-site circulation or site access. g31dii Drive Through Queuing Analysis for Proposed In-N-Out Burger at 1965 Blue Lakes Boulevard,Twin Falls,ID 2 Project No. 19724 In-N-Out Burger, Inc. May 9, 2024 Note:this analysis represents peak drive through queuing for typical operations.Grand openings and/or other special events may result in longer drive through queues. In-N-Out operations team shall develop a grand opening plan, which may include use of the drive through by-pass lane shown on Figure 1 for additional storage capacity. CONCLUSION Based on the total on-site queuing capacity for up to 29 cars, the proposed Project is anticipated to provide sufficient drive through queuing capacity to accommodate the maximum forecast queue of 25 cars as derived from drive through queue surveys conducted at comparable In-N-Out restaurants during peak lunch and dinner periods. We appreciate the opportunity to assist with this project. Should you have any questions or comments,please contact me at g31dii Drive Through Queuing Analysis for Proposed In-N-Out Burger at 1965 Blue Lakes Boulevard,Twin Falls,ID 3 Project No. 19724 �___ 1 29 05 N 'f , y, J Pick up Window 03 \ •'/ \ �H IHHU"S(3N •C� / ` 3 IYO N AiorosEu IHPSH � � 1 �e etnsuaE k 22 02 Menu Board& Speaker t Drive through by-pass lane may be used as needed for special events such as grand opening. e Figure 1 Site Plan g31diho Drive Through Queuing Analysis for Proposed In-N-Out Burger at 1965 Blue Lakes Boulevard,Twin Falls,ID 19724 ATTACHMENT A SITE PLAN Apx-1 41* THIS SITE PLAN IS BASED ON AERIAL FILE OF A EXISTING/NEW SITE PLAN .6 lb: I 174'-8" A� L, ♦ SIP 04 VICINITY MAP N.T.S. #r 05 SUMMARY .�j. zO 3'HIGH-18'X24' / f IN-N-OUT SITE AREA: ±1.02 ACRE(44,322 SF±) may`• N 'THANK YOU'&"DO "NOT ENTER SIGN / L� SITE ADDRESS: 1965 BLUE LAKES BLVD.NORTH ` 36' ® 07 \�J \ JURISDICTION: CITY OF TWIN FALLS,ID �� \\ APN ✓ 03 �k��/ / ZONING: C-1 COMMERCIAL HIGHWAY O . � ��\/ ,� / PROPOSED USE: DRIVE-THRU FASTFOOD J �. �r } `�f 24 &HIGH-18'X24" 21 / Z o / 4 j CAR STACKING IN DRIVE THRU: 24 CARS MIN. Q 'DRIVE-THRU"SIGN REQ.SET BUILDING SET BACKS REQ. PROV.'D J Z•\ FRONT: Lj- EAST 35-0" 18'-4" 7 1 PROPOSEDTRASH k��� lg 4„ SIDE: NORTH 0'-0" 10 2' Z ENCLOSURE \ SIDE: SOUTH 0'-0" 91'-7" Q z 22 02 \ x REAR: WEST 0'-0" 174'-8" J INO CHECK LIST w I MENU BOARD AND SPEAKER AT CAR: 9 ry - 18 ASSOCIATE WALKWAY SPAN: CAR 9 TO CAR 22 Ln 19 M 14 KE D DRIVE THRU'S ALLOWED IN ZONING YES X❑ NO ❑ >- Ce r _ CONDITIONAL USE PERMIT NEED FOR D/T: YES NO �X Ce O ` 15 11 9 PATIO CANOPY: YES X� NO ® Z Z ``T C • , `` / WATER MISTERS: YES ❑ NO ❑ _ HEATERS: YES ❑ NO ❑ 6 DRIVE THRU CANOPY: YES NO J J HEATERS: YES ❑ NO ❑ Lu m COLD CLIMATE FLY FAN HEATERS: YES NO ce ul) BUILDING AREA Lu .1 IN-N-OUT BUILDING AREA: URBAN PROTOTYPE 3,860 S.F. IN-N-OUT SEATING: J • INDOOR: 74 SEATS OUTDOOR: 28 SEATS W PARKING SUMMARY REQ. PROV.D' IN-N-OUT BLDG(@1 SP PER 100 S.F.) m op AREA 3860 SF: 39 21 Ln {� RECIPROCAL PARKING REQUIRED: 18 1 39 39 IN•N-OUT ®_BURGER GOD BLESS AMERICA TWIN FALLS, ID NORTH a 13502 HAMBURGER LANE PRELIMINARY SITE PLAN-2 REV-5 1965 BLUE LAKES BLVD. NORTH 0'S'10'15' 30' 60' BALDWIN PARK,CA 91 706 ��� V `� W E EXAMPLE CURRENT PROPERTY SCALE:1"=30' 1 2-20-23 SHEET OF 1 (OUTBACK STEAKHOUSE SITE DEMO) THE INFORMATION,DRAWINGS AND SPECIFICATIONS SHOWN ARE AND SHALL REMAIN THE PROPERTY OF IN-N-OUT BURGER. S THESE DOCUMENTS MAY NOT BE USED WITHOUT THE EXPRESSED WRITTEN CONSENT OF IN-N-OUT BURGERS. Apx-2 ATTACHMENT B DRIVE THROUGH QUEUE SURVEY WORKSHEETS Apx-3 14s. 7 FIELD DATA SERVICES OF ARIZONA,INC. 'Z 520.316.6745 verac itytrafficg roup Location: In N Out,3040 AZ-69,Prescott,AZ 86301 Project#:24-1225-001 QUEUE STUDY FRIDAY SAT DAY Thursday,April 18,2024 Thursday,April 18,2024 Saturday,April 20,2024 Saturday,April 20,2024 Drive thru Further Drive thru Further Drive thru Further Drive thru Further 11:00:00 AM 10 0 05:00:00 PM 11 6 11:00:00 AM 9 0 05:00:00 PM 10 2 11:01:00 AM 11 0 05:01:00 PM 11 6 11:01:00 AM 9 0 05:01:00 PM 10 1 11:02:00 AM 11 0 05:02:00 PM 11 5 11:02:00 AM 11 0 05:02:00 PM 10 1 11:03:00 AM 11 0 05:03:00 PM 11 3 11:03:00 AM 11 0 05:03:00 PM 10 0 11:04:00 AM 10 0 05:04:00 PM 11 3 11:04:00 AM 13 0 05:04:00 PM 9 0 11:05:00 AM 12 0 05:05:00 PM 11 3 11:05:00 AM 13 0 05:05:00 PM 9 0 11:06:00 AM 12 0 05:06:00 PMM12 2 11:06:00 AM 13 2 05:06:00 PM 8 0 11:07:00 AM 12 0 05:07:00 PM 2 11:07:00 AM 13 4 05:07:00 PM 7 0 11:08:00 AM 12 1 05:08:00 PM 2 11:08:00 AM 13 4 05:08:00 PM 10 0 11:09:00 AM 12 1 05:09:00 PM1 11:09:00 AM 13 4 05:09:00 PM 11 0 11:10:00 AM 12 1 05:10:00 PM 0 11:10:00 AM 12 4 05:10:00 PM 10 0 11:11:00AM 12 1 05:11:00 PM 1 11:11:00 AM 11 4 05:11:00 PM 9 0 11:12:00 AM 12 2 05:12:00 PM 11 0 11:12:00 AM 11 6 05:12:00 PM 8 0 11:13:00 AM 12 2 05:13:00 PM 10 0 11:13:00 AM 11 5 05:13:00 PM 7 0 11:14:00 AM 12 4 05:14:00 PM 10 0 11:14:00 AM 10 4 05:14:00 PM 8 0 11:15:00 AM 12 4 05:15:00 PM 11 1 11:15:00 AM 9 4 05:15:00 PM 11 0 11:16:00 AM 11 7 05:16:00 PM 11 0 11:16:00 AM 8 4 05:16:00 PM 11 1 11:17:00 AM 9 7 05:17:00 PM 10 1 11:17:00 AM 7 3 05:17:00 PM 11 1 11:18:00 AM 9 9 4 05:18:00 PM 10 1 11:18:00 AM 10 0 05:18:00 PM 11 2 11:19:00 AM 9 9 05:19:00 PM 12 0 11:19:00 AM 10 2 05:19:00 PM 11 2 11:20:00 AM 9 9 05:20:00 PM 12 0 11:20:00 AM 9 2 05:20:00 PM 11 4 11:21:00 AM 10 7 05:21:00 PM 11 0 11:21:00 AM 8 4 05:21:00 PM 11 4 11:22:00 AM 9 8 05:22:00 PM 11 0 11:22:00 AM 8 4 05:22:00 PM 11 3 11:23:00 AM 10 7 05:23:00 PM 11 0 11:23:00 AM 7 4 05:23:00 PM 11 3 11:24:00 AM 11 7 05:24:00 PM 10 1 11:24:00 AM 9 3 05:24:00 PM 11 4 11:25:00 AM 10 7 05:25:00 PM 11 0 11:25:00 AM 8 5 05:25:00 PM 11 4 11:26:00 AM 11 5 05:26:00 PM 11 0 11:26:00 AM 11 2 05:26:00 PM 11 3 11:27:00 AM 11 4 05:27:00 PM 10 2 11:27:00 AM 12 0 05:27:00 PM 11 2 11:28:00 AM 11 3 05:28:00 PM 10 3 11:28:00 AM 12 1 05:28:00 PM 11 3 11:29:00 AM 11 3 05:29:00 PM 11 4 11:29:00 AM 13 0 05:29:00 PM 11 3 11:30:00 AM 11 4 05:30:00 PM 10 4 11:30:00 AM 13 0 05:30:00 PM 11 4 11:31:00 AM 11 5 05:31:00 PM 11 5 11:31:00 AM 12 0 05:31:00 PM 11 3 11:32:00 AM 10 4 05:32:00 PM 12 4 11:32:00 AM 11 4 05:32:00 PM 11 1 11:33:00 AM 10 4 05:33:00 PM 13 3 11:33:00 AM 10 4 05:33:00 PM 11 0 11:34:00 AM 10 3 05:34:00 PM 12 3 11:34:00 AM 10 3 05:34:00 PM 11 0 11:35:00 AM 9 4 05:35:00 PM 12 6 11:35:00 AM 10 1 05:35:00 PM 10 0 11:36:00 AM 10 2 05:36:00 PM 13 6 11:36:00 AM 10 2 05:36:00 PM 10 0 11:37:00 AM 9 1 05:37:00 PM 13 6 11:37:00 AM 9 2 05:37:00 PM 9 0 11:38:00 AM 9 1 05:38:00 PM 12 8 11:38:00 AM 10 0 05:38:00 PM 9 0 11:39:00 AM 10 0 05:39:00 PM 12 8 11:39:00 AM 8 0 05:39:00 PM 8 0 11:40:00 AM 10 1 05:40:00 PM 12 8 11:40:00 AM 9 0 05:40:00 PM 10 0 11:41:00 AM 10 0 05:41:00 PM 12 8 11:41:00 AM 8 0 05:41:00 PM 9 0 11:42:00 AM 9 0 05:42:00 PM 12 9 11:42:00 AM 9 1 05:42:00 PM 8 0 11:43:00 AM 7 0 05:43:00 PM 11 9 11:43:00 AM 10 0 05:43:00 PM 8 0 11:44:00 AM 5 0 05:44:00 PM 11 10 11:44:00 AM 10 0 05:44:00 PM 7 0 11:45:00 AM 5 0 05:45:00 PM 12 10 11:45:00 AM 9 0 05:45:00 PM 7 0 11:46:00 AM 8 0 05:46:00 PM 12 8 11:46:00 AM 9 0 05:46:00 PM 8 0 11:47:00 AM 8 0 05:47:00 PM 11 7 11:47:00 AM 7 0 05:47:00 PM 8 0 11:48:00 AM 9 2 05:48:00 PM 12 5 11:48:00 AM 8 0 05:48:00 PM 9 0 11:49:00 AM 9 1 05:49:00 PM 11 5 11:49:00 AM 9 1 05:49:00 PM 10 2 11:50:00 AM 9 4 05:50:00 PM 11 3 11:50:00 AM 9 2 05:50:00 PM 10 1 11:51:00 AM 11 3 05:51:00 PM 13 3 11:51:00 AM 9 0 05:51:00 PM 11 1 11:52:00 AM 11 5 05:52:00 PM 1 14 2 11:52:00 AM 8 0 05:52:00 PM 12 0 11:53:00 AM 10 5 05:53:00 PM 13 4 11:53:00 AM 8 0 05:53:00 PM 11 0 11:54:00 AM 9 4 05:54:00 PM 13 4 11:54:00 AM 9 1 05:54:00 PM 10 0 11:55:00 AM 10 3 05:55:00 PM 13 5 11:55:00 AM 10 0 05:55:00 PM 11 1 11:56:00 AM 11 3 05:56:00 PM 12 6 11:56:00 AM 9 0 05:56:00 PM 11 7 11:57:00 AM 10 6 05:57:00 PM 12 5 11:57:00 AM 8 0 05:57:00 PM 11 5 11:58:00 AM 9 5 05:58:00 PM 12 6 11:58:00 AM 9 0 05:58:00 PM 11 4 11:59:00 AM 10 2 05:59:00 PM 12 6 11:59:00 AM 10 0 05:59:00 PM 11 5 12:00:00 PM 10 2 06:00:00 PM 12 4 12:00:00 PM 11 0 06:00:00 PM 11 5 12:01:00 PM 10 2 06:01:00 PM 12 2 12:01:00 PM 11 0 06:01:00 PM 11 6 12:02:00 PM 11 3 06:02:00 PM 12 4 12:02:00 PM 11 1 06:02:00 PM 11 5 12:03:00 PM 11 2 06:03:00 PM 12 3 12:03:00 PM 11 2 06:03:00 PM 11 4 12:04:00 PM 11 4 06:04:00 PM 12 3 12:04:00 PM 10 0 06:04:00 PM 11 3 12:05:00 PM 11 3 06:05:00 PM 12 3 12:05:00 PM 10 0 06:05:00 PM 11 2 12:06:00 PM 10 6 06:06:00 PM 13 1 12:06:00 PM 10 1 06:06:00 PM 11 4 12:07:00 PM 10 7 06:07:00 PM 13 1 12:07:00 PM 10 1 06:07:00 PM 11 2 12:08:00 PM 10 6 06:08:00 PM 12 3 12:08:00 PM 10 1 06:08:00 PM 11 1 12:09:00 PM 10 4 06:09:00 PM 12 3 12:09:00 PM 11 2 06:09:00 PM 11 0 12:10:00 PM 9 4 06:10:00 PM 12 4 12:10:00 PM 10 5 06:10:00 PM 11 1 12:11:00 PM 9 4 06:11:00 PM 12 1 2 12:11:00 PM 9 7 06:11:00 PMJ 11 2 Apx-4 14s. 7 FIELD DATA SERVICES OF ARIZONA,INC. 'Z 520.316.6745 verac itytrafficg roup Location: In N Out,3040 AZ-69,Prescott,AZ 86301 Project M 24-1225-001 QUEUESTUDY FRIDAY SAT DAY Thursday,April 18,2024 Thursday,April 18,2024 Saturday,April 20,2024 Saturday,April 20,2024 Drive thru Further Drive thru Further Drive thru Further Drive thru Further 12:12:00 PM 12 3 06:12:00 PM 11 4 12:12:00 PM 10 9 06:12:00 PM 11 2 12:13:00 PM 11 3 06:13:00 PM 11 4 12:13:00 PM 9 9 06:13:00 PM 10 1 12:14:00 PM 10 3 06:14:00 PM 12 2 12:14:00 PM 11 7 06:14:00 PM 11 0 12:15:00 PM 10 2 06:15:00 PM 12 3 12:15:00 PM 12 8 06:15:00 PM 10 0 12:16:00 PM 10 0 06:16:00 PM 11 3 12:16:00 PM 11 8 06:16:00 PM 10 0 12:17:00 PM 9 0 06:17:00 PM 11 3 12:17:00 PM 12 6 06:17:00 PM 9 0 12:18:00 PM 9 0 06:18:00 PM 11 2 12:18:00 PM 12 7 06:18:00 PM 10 1 12:19:00 PM 7 0 06:19:00 PM 12 0 12:19:00 PM 11 7 06:19:00 PM 10 0 12:20:00 PM 6 0 06:20:00 PM 10 0 12:20:00 PM 10 6 06:20:00 PM 8 0 12:21:00 PM 5 0 06:21:00 PM 8 0 12:21:00 PM 10 4 06:21:00 PM 7 0 12:22:00 PM 7 0 06:22:00 PM 8 0 12:22:00 PM 10 4 06:22:00 PM 10 0 12:23:00 PM 8 0 06:23:00 PM 7 0 12:23:00 PM 12 2 06:23:00 PM 8 0 12:24:00 PM 8 3 06:24:00 PM 8 0 12:24:00 PM 12 2 06:24:00 PM 8 0 12:25:00 PM 9 3 06:25:00 PM 9 0 12:25:00 PM 11 3 06:25:00 PM 7 0 12:26:00 PM 9 6 06:26:00 PM 9 0 12:26:00 PM 11 2 06:26:00 PM 8 0 12:27:00 PM 9 6 06:27:00 PM 12 0 12:27:00 PM 11 5 06:27:00 PM 8 3 12:28:00 PM 9 6 06:28:00 PM 12 0 12:28:00 PM 10 7 06:28:00 PM 8 2 12:29:00 PM 10 4 06:29:00 PM 11 0 12:29:00 PM 10 7 06:29:00 PM 9 2 12:30:00 PM 10 8 06:30:00 PM 11 1 12:30:00 PM 10 7 06:30:00 PM 10 2 12:31:00 PM 10 8 06:31:00 PM 11 2 12:31:00 PM 11 6 06:31:00 PM 11 3 12:32:00 PM 11 7 06:32:00 PM 10 2 12:32:00 PM 11 5 06:32:00 PM 11 2 12:33:00 PM 10 6 06:33:00 PM 10 4 12:33:00 PM 10 7 06:33:00 PM 11 0 12:34:00 PM 10 8 06:34:00 PM 10 2 12:34:00 PM 11 6 06:34:00 PM 10 0 12:35:00 PM 10 7 06:35:00 PM 11 2 12:35:00 PM 11 6 06:35:00 PM 9 0 12:36:00 PM 11 7 06:36:00 PM 12 2 12:36:00 PM 10 8 06:36:00 PM 8 0 12:37:00 PM 11 8 06:37:00 PM 12 7 12:37:00 PM 10 6 06:37:00 PM 9 0 12:38:00 PM 10 8 06:38:00 PM 12 7 12:38:00 PM 11 8 06:38:00 PM 8 0 12:39:00 PM 12 8 06:39:00 PM 12 8 12:39:00 PM 11 5 06:39:00 PM 8 0 12:40:00 PM 12 8 06:40:00 PM 12 8 12:40:00 PM 11 6 06:40:00 PM 10 0 12:41:00 PM 12 8 06:41:00 PM 12 7 12:41:00 PM 10 6 06:41:00 PM 10 0 12:42:00 PM 12 7 06:42:00 PM 12 8 12:42:00 PM 11 5 06:42:00 PM 9 0 12:43:00 PM 11 7 06:43:00 PM 12 9 12:43:00 PM 12 5 06:43:00 PM 8 0 12:44:00 PM 10 8 06:44:00 PM 11 8 12:44:00 PM 12 2 06:44:00 PM 9 0 12:45:00 PM 12 7 06:45:00 PM 11 8 12:45:00 PM 9 5 06:45:00 PM 8 0 12:46:00 PM 12 7 06:46:00 PM 11 8 12:46:00 PM 9 5 06:46:00 PM 10 0 12:47:00 PM 11 8 06:47:00 PM 11 7 12:47:00 PM 10 5 06:47:00 PM 10 0 12:48:00 PM 12 7 06:48:00 PM 12 9 12:48:00 PM 10 8 06:48:00 PM 9 0 12:49:00 PM 11 06:49:00 PM 11 10 12:49:00 PM 11 8 06:49:00 PM 9 0 12:50:00 PM 11 8 06:50:00 PM 10 12:50:00 PM 11 8 06:50:00 PM 9 0 12:51:00 PM 12 7 06:51:00 PM 11 9 12:51:00 PM 12 7 06:51:00 PM 8 0 12:52:00 PM 12 8 06:52:00 PM 9 9 12:52:00 PM 11 6 06:52:00 PM 8 0 12:53:00 PM 12 7 06:53:00 PM 11 7 12:53:00 PM 11 5 06:53:00 PM 7 0 12:54:00 PM 12 6 06:54:00 PM 11 7 12:54:00 PM 11 5 06:54:00 PM 6 0 12:55:00 PM 12 6 06:55:00 PM 10 7 12:55:00 PM 10 4 06:55:00 PM 6 0 12:56:00 PM 12 8 06:56:00 PM 10 8 12:56:00 PM 10 5 06:56:00 PM 6 0 12:57:00 PM 12 9 91 06:57:00 PM 11 7 12:57:00 PM 10 6 06:57:00 PM 7 0 12:58:00 PM 12 8 06:58:00 PM 10 7 12:58:00 PM 10 6 06:58:00 PM 7 0 12:59:00 PM 12 8 06:59:00 PM 11 6 12:59:00 PM 11 4 06:59:00 PM 7 0 01:00:00 PM 10 7 07:00:00 PM 11 6 01:00:00 PM 11 5 07:00:00 PM 6 0 01:01:00 PM 5 07:01:00 PM 11 6 01:01:00 PM 10 4 07:01:00 PM 6 0 01:02:00 PM 5 07:02:00 PM 12 5 01:02:00 PM 9 7 07:02:00 PM 6 0 01:03:00 PM 10 6 07:03:00 PM 11 7 01:03:00 PM 9 8 07:03:00 PM 6 0 01:04:00 PM 10 5 07:04:00 PM 12 5 01:04:00 PM 10 9 07:04:00 PM 7 0 01:05:00 PM 10 4 07:05:00 PM 12 5 01:05:00 PM 11 8 07:05:00 PM 8 0 01:06:00 PM 10 5 07:06:00 PM 12 5 01:06:00 PM 10 9 07:06:00 PM 9 0 01:07:00 PM 10 5 07:07:00 PM 12 5 01:07:00 PM 11 8 07:07:00 PM 8 1 01:08:00 PM 10 5 07:08:00 PM 11 5 01:08:00 PM 10 8 07:08:00 PM 10 1 01:09:00 PM 9 4 07:09:00 PM 10 6 01:09:00 PM 11 8 07:09:00 PM 9 0 01:10:00 PM 10 3 07:10:00 PM 12 4 01:10:00 PM 10 6 07:10:00 PM 9 0 01:11:00 PM 10 3 07:11:00 PM 11 4 01:11:00 PM 10 7 07:11:00 PM 10 0 01:12:00 PM 10 4 07:12:00 PM 11 2 01:12:00 PM 11 7 07:12:00 PM 10 0 01:13:00 PM 10 4 07:13:00 PM 9 2 01:13:00 PM 11 8 07:13:00 PM 10 0 01:14:00 PM 11 3 07:14:00 PM 9 2 01:14:00 PM 10 8 07:14:00 PM 10 2 01:15:00 PM 11 4 07:15:00 PM 9 1 01:15:00 PM 11 8 07:15:00 PM 10 3 01:16:00 PM 11 8 07:16:00 PM 10 2 01:16:00 PM 11 9 1 07:16:00 PM 10 3 01:17:00 PM 11 7 07:17:00 PM 10 1 01:17:00 PM 12 7 07:17:00 PM 10 4 01:18:00 PM 11 6 07:18:00 PM 10 3 01:18:00 PM 12 7 07:18:00 PM 10 2 01:19:00 PM 10 6 07:19:00 PM 10 3 01:19:00 PM 12 6 07:19:00 PM 11 1 01:20:00 PM 10 5 07:20:00 PM 10 3 01:20:00 PM 12 8 07:20:00 PM 11 2 01:21:00 PM 9 4 07:21:00 PM 9 2 01:21:00 PM 12 9 07:21:00 PM 11 2 01:22:00 PM 10 3 07:22:00 PM 10 0 01:22:00 PM 11 9 07:2200 PM 11 2 01:23:00 PM 10 2 07:23:00 PM 9 0 01:23:00 PM 12 9 07:23:00 PM1 11 4 Apx-5 14s. 7 FIELD DATA SERVICES OF ARIZONA,INC. 'Z 520.316.6745 verac itytrafficg roup Location: In N Out,3040 AZ-69,Prescott,AZ 86301 Project#:24-1225-001 QUEUESTUDY FRIDAY SAT DAY Thursday,April 18,2024 Thursday,April 18,2024 Saturday,April 20,2024 Saturday,April 20,2024 Drive thru Further Drive thru Further Drive thru Further Drive thru Further 01:24:00 PM 10 1 07:24:00 PM 9 0 01:24:00 PM 11 8 07:24:00 PM 9 6 01:25:00 PM 11 0 07:25:00 PM 8 0 01:25:00 PM 11 9 07:25:00 PM 9 5 01:26:00 PM 9 0 07:26:00 PM 8 0 01:26:00 PM 12 9 07:26:00 PM 8 5 01:27:00 PM 9 0 07:27:00 PM 6 0 01:27:00 PM 12 9 07:27:00 PM 6 5 01:28:00 PM 8 0 07:28:00 PM 7 0 01:28:00 PM 12 8 07:28:00 PM 11 2 01:29:00 PM 8 0 07:29:00 PM 7 0 01:29:00 PM 12 6 07:29:00 PM 11 2 01:30:00 PM 6 0 07:30:00 PM 8 0 01:30:00 PM 12 6 07:30:00 PM 11 3 01:31:00 PM 6 0 07:31:00 PM 10 0 01:31:00 PM 12 6 07:31:00 PM 11 1 01:32:00 PM 5 0 07:32:00 PM 10 0 01:32:00 PM 12 6 07:32:00 PM 10 0 01:33:00 PM 4 0 07:33:00 PM 8 1 01:33:00 PM 11 6 07:33:00 PM 9 0 01:34:00 PM 3 0 07:34:00 PM 10 0 01:34:00 PM 12 7 07:34:00 PM 9 0 01:35:00 PM 3 0 07:35:00 PM 10 0 01:35:00 PM 12 8 07:35:00 PM 10 2 01:36:00 PM 4 0 07:36:00 PM 10 0 01:36:00 PM 12 10 07:36:00 PM 9 2 01:37:00 PM 3 0 07:37:00 PM 10 0 01:37:00 PM 12 10 07:37:00 PM 10 2 01:38:00 PM 3 0 07:38:00 PM 10 1 01:38:00 PM 11 8 07:38:00 PM 11 1 01:39:00 PM 3 0 07:39:00 PM 10 1 01:39:00 PM 12 5 07:39:00 PM 11 4 01:40:00 PM 3 0 07:40:00 PM 11 0 01:40:00 PM 12 5 07:40:00 PM 10 5 01:41:00 PM 4 0 07:41:00 PM 9 0 01:41:00 PM 12 4 07:41:00 PM 10 6 01:42:00 PM 4 0 07:42:00 PM 10 1 01:42:00 PM 11 4 07:42:00 PM 10 7 01:43:00 PM 5 0 07:43:00 PM 10 3 01:43:00 PM 11 4 07:43:00 PM 10 9 01:44:00 PM 5 0 07:44:00 PM 10 1 01:44:00 PM 11 3 07:44:00 PM 10 10 01:45:00 PM 5 0 07:45:00 PM 9 1 01:45:00 PM 12 6 07:45:00 PM 10 10 01:46:00 PM 6 0 07:46:00 PM 9 0 01:46:00 PM 11 7 07:46:00 PM 9 10 01:47:00 PM 7 0 07:47:00 PM 7 0 01:47:00 PM 11 6 07:47:00 PM 10 10 01:48:00 PM 6 0 07:48:00 PM 8 0 01:48:00 PM 11 5 07:48:00 PM 10 8 01:49:00 PM 6 0 07:49:00 PM 8 0 01:49:00 PM 11 4 07:49:00 PM 10 8 01:50:00 PM 9 0 07:50:00 PM 8 0 01:50:00 PM 12 3 07:50:00 PM 11 6 01:51:00 PM 9 0 07:51:00 PM 9 0 01:51:00 PM 12 3 07:51:00 PM 11 6 01:52:00 PM 10 0 07:52:00 PM 10 1 01:52:00 PM 11 4 07:52:00 PM 11 6 01:53:00 PM 9 0 07:53:00 PM 10 1 01:53:00 PM 11 5 07:53:00 PM 11 5 01:54:00 PM 10 0 07:54:00 PM 10 2 01:54:00 PM 11 5 07:54:00 PM 11 4 01:55:00 PM 9 0 07:55:00 PM 9 2 01:55:00 PM 11 7 07:55:00 PM 10 4 01:56:00 PM 9 0 07:56:00 PM 10 1 01:56:00 PM 11 7 07:56:00 PM 10 3 01:57:00 PM 9 0 07:57:00 PM 11 0 01:57:00 PM 11 8 07:57:00 PM 11 2 01:58:00 PM 11 0 07:58:00 PM 10 0 01:58:00 PM 12 9 07:58:00 PM 11 1 01:59:00 PM 11 0 07:59:00 PMJ 11 12 01:59:00 PM 11 8 07:59:00 PM 11 1 --Max queue Apx-6 14s. 7 FIELD DATA SERVICES OF ARIZONA,INC. 'Z 520.316.6745 verac itytrafficg roup Location: In N Out,873 N Promenade Pkwy,Casa Grande,AZ 85194 Project#:24-1225-002 QUEUESTUDY FRIDAY SAT DAY Thursday,April 18,2024 Thursday,April 18,2024 Saturday,April 20,2024 Saturday,April 20,2024 Drive thru Further Drive thru Further Drive thru Further Drive thru Further 11:00:00 AM 7 0 05:00:00 PM 10 4 11:00:00 AM 8 0 05:00:00 PM 8 0 11:01:00 AM 6 1 05:01:00 PM 11 4 11:01:00 AM 7 0 05:01:00 PM 9 0 11:02:00 AM 8 0 05:02:00 PM 10 3 11:02:00 AM 7 0 05:02:00 PM 9 0 11:03:00 AM 9 0 05:03:00 PM 11 3 11:03:00 AM 5 0 05:03:00 PM 8 0 11:04:00 AM 11 0 05:04:00 PM 10 5 11:04:00 AM 4 0 05:04:00 PM 9 0 11:05:00 AM 11 2 05:05:00 PM 10 4 11:05:00 AM 4 0 05:05:00 PM 10 0 11:06:00 AM 10 2 05:06:00 PM 10 3 11:06:00 AM 5 0 05:06:00 PM 10 0 11:07:00 AM 10 2 05:07:00 PM 10 2 11:07:00 AM 4 0 05:07:00 PM 9 0 11:08:00 AM 9 2 05:08:00 PM 10 3 11:08:00 AM 5 0 05:08:00 PM 8 1 11:09:00 AM 9 2 05:09:00 PM 10 3 11:09:00 AM 5 0 05:09:00 PM 9 0 11:10:00 AM 10 2 05:10:00 PM 9 3 11:10:00 AM 5 0 05:10:00 PM 7 0 11:11:00 AM 9 2 05:11:00 PM 10 2 11:11:00 AM 6 0 05:11:00 PM 7 0 11:12:00 AM 9 1 05:12:00 PM 10 1 11:12:00 AM 6 2 05:12:00 PM 8 0 11:13:00 AM 9 1 05:13:00 PM 10 1 11:13:00 AM 7 2 05:13:00 PM 7 1 11:14:00 AM 8 0 05:14:00 PM 10 1 11:14:00 AM 9 0 05:14:00 PM 7 1 11:15:00 AM 8 0 05:15:00 PM 10 1 11:15:00 AM 9 0 05:15:00 PM 7 0 11:16:00 AM 8 0 05:16:00 PM 9 0 11:16:00 AM 9 0 05:16:00 PM 9 1 11:17:00 AM 8 0 05:17:00 PM 9 1 11:17:00 AM 8 0 05:17:00 PM 7 1 11:18:00 AM 8 0 05:18:00 PM 9 0 11:18:00 AM 6 0 05:18:00 PM 8 0 11:19:00 AM 6 0 05:19:00 PM 8 0 11:19:00 AM 8 0 05:19:00 PM 7 0 11:20:00 AM 7 0 05:20:00 PM 9 1 11:20:00 AM 7 0 05:20:00 PM 7 0 11:21:00 AM 7 0 05:21:00 PM 9 0 11:21:00 AM 8 0 05:21:00 PM 6 0 11:22:00 AM 7 0 05:22:00 PM 8 0 11:22:00 AM 10 0 05:22:00 PM 6 0 11:23:00 AM 9 0 05:23:00 PM 9 1 11:23:00 AM 11 3 05:23:00 PM 6 0 11:24:00 AM 10 0 05:24:00 PM 9 1 11:24:00 AM 12 2 05:24:00 PM 5 0 11:25:00 AM 10 1 05:25:00 PM 10 1 11:25:00 AM 11 3 05:25:00 PM 5 0 11:26:00 AM 11 2 05:26:00 PM 0 11:26:00 AM 12 4 1 05:26:00 PM 5 0 11:27:00 AM 11 3 05:27:00 PM 8 0 11:27:00 AM 6 05:27:00 PM 3 0 11:28:00 AM 10 3 05:28:00 PM 8 0 11:28:00 AM 6 05:28:00 PM 2 0 11:29:00 AM 9 3 05:29:00 PM 7 0 11:29:00 AM 10 6 05:29:00 PM 4 0 11:30:00 AM 10 2 05:30:00 PM 6 0 11:30:00 AM 10 5 05:30:00 PM 5 0 11:31:00 AM 9 3 05:31:00 PM 7 0 11:31:00 AM 10 4 05:31:00 PM 5 1 11:32:00 AM 11 2 05:32:00 PM 7 0 11:32:00 AM 10 4 05:32:00 PM 5 3 11:33:00 AM 9 5 05:33:00 PM 7 0 11:33:00 AM 11 3 05:33:00 PM 6 2 11:34:00 AM 9 5 05:34:00 PM 8 1 11:34:00 AM 10 3 05:34:00 PM 5 2 11:35:00 AM 11 3 05:35:00 PM 8 0 11:35:00 AM 10 3 05:35:00 PM 7 0 11:36:00 AM 10 5 05:36:00 PM 7 0 11:36:00 AM 10 2 05:36:00 PM 8 0 11:37:00 AM 10 3 05:37:00 PM 7 0 11:37:00 AM 10 2 05:37:00 PM 7 0 11:38:00 AM 10 2 05:38:00 PM 6 0 11:38:00 AM 10 0 05:38:00 PM 7 0 11:39:00 AM 11 2 05:39:00 PM 7 1 11:39:00 AM 9 0 05:39:00 PM 6 0 11:40:00 AM 11 1 05:40:00 PM 8 0 11:40:00 AM 7 0 05:40:00 PM 5 0 11:41:00 AM 10 2 05:41:00 PM 9 0 11:41:00 AM 5 0 05:41:00 PM 6 0 11:42:00 AM 10 2 05:42:00 PM 9 0 11:42:00 AM 4 0 05:42:00 PM 6 0 11:43:00 AM 11 2 05:43:00 PM 10 0 11:43:00 AM 4 0 05:43:00 PM 6 0 11:44:00 AM 11 3 05:44:00 PM 9 1 11:44:00 AM 5 0 05:44:00 PM 6 0 11:45:00 AM 10 2 05:45:00 PM 9 3 11:45:00 AM 5 0 05:45:00 PM 6 0 11:46:00 AM 9 2 05:46:00 PM 8 3 11:46:00 AM 3 0 05:46:00 PM 7 0 11:47:00 AM 8 3 05:47:00 PM 8 3 11:47:00 AM 4 0 05:47:00 PM 7 0 11:48:00 AM 10 2 05:48:00 PM 8 4 11:48:00 AM 5 2 05:48:00 PM 7 0 11:49:00 AM 9 2 05:49:00 PM 9 3 11:49:00 AM 4 2 05:49:00 PM 7 0 11:50:00 AM 10 2 05:50:00 PM 10 3 11:50:00 AM 6 2 05:50:00 PM 5 0 11:51:00 AM 10 3 05:51:00 PM 9 3 11:51:00 AM 6 2 05:51:00 PM 4 0 11:52:00 AM 10 5 05:52:00 PM 11 3 11:52:00 AM 7 0 05:52:00 PM 3 0 11:53:00 AM 10 3 05:53:00 PM 11 3 11:53:00 AM 8 1 05:53:00 PM 3 0 11:54:00 AM 9 5 05:54:00 PM 10 4 11:54:00 AM 6 2 05:54:00 PM 2 0 11:55:00 AM 9 5 05:55:00 PM 11 5 11:55:00 AM 7 1 05:55:00 PM 4 0 11:56:00 AM 8 6 05:56:00 PM 10 6 11:56:00 AM 9 0 05:56:00 PM 4 0 11:57:00 AM 9 6 05:57:00 PM 11 15 11:57:00 AM 9 0 05:57:00 PM 4 0 11:58:00 AM 9 5 05:58:00 PM 10 5 11:58:00 AM 9 0 05:58:00 PM 5 2 11:59:00 AM 10 3 05:59:00 PM 10 4 11:59:00 AM 8 0 05:59:00 PM 6 1 12:00:00 PM 10 4 06:00:00 PM 3 12:00:00 PM 9 0 06:00:00 PM 8 0 12:01:00 PM 10 3 06:01:00 PM 2 12:01:00 PM 7 0 06:01:00 PM 8 0 12:02:00 PM 11 3 06:02:00 PM 9 4 12:02:00 PM 7 2 06:02:00 PM 7 0 12:03:00 PM 9 2 06:03:00 PM 10 3 12:03:00 PM 7 1 06:03:00 PM 8 0 12:04:00 PM 9 3 06:04:00 PM 10 2 12:04:00 PM 8 1 06:04:00 PM 6 0 12:05:00 PM 11 3 06:05:00 PM 10 1 12:05:00 PM 7 0 06:05:00 PM 7 0 12:06:00 PM 11 3 06:06:00 PM 10 3 12:06:00 PM 7 0 06:06:00 PM 7 0 12:07:00 PM 10 3 06:07:00 PM 9 2 12:07:00 PM 6 0 06:07:00 PM 8 0 12:08:00 PM 10 6 06:08:00 PM 10 0 12:08:00 PM 5 0 06:08:00 PM 8 0 12:09:00 PM 11 3 06:09:00 PM 10 0 12:09:00 PM 6 0 06:09:00 PM 8 0 12:10:00 PM 10 3 06:10:00 PM 9 0 12:10:00 PM 6 0 06:10:00 PM 5 0 12:11:00 PM 11 1 06:11:00 PM 9 0 12:11:00 PM 6 0 06:11:00 PMI 5 0 Apx-7 14s. 7 FIELD DATA SERVICES OF ARIZONA,INC. 'Z 520.316.6745 verac itytrafficg roup Location: In N Out,873 N Promenade Pkwy,Casa Grande,AZ 85194 Project M 24-1225-002 QUEUESTUDY FRIDAY SAT DAY Thursday,April 18,2024 Thursday,April 18,2024 Saturday,April 20,2024 Saturday,April 20,2024 Drive thru Further Drive thru Further Drive thru Further Drive thru Further 12:12:00 PM 11 1 06:12:00 PM 9 0 12:12:00 PM 7 0 06:12:00 PM 5 0 12:13:00 PM 11 0 06:13:00 PM 8 0 12:13:00 PM 7 1 06:13:00 PM 6 2 12:14:00 PM 10 3 06:14:00 PM 7 0 12:14:00 PM 6 1 06:14:00 PM 6 2 12:15:00 PM 10 3 06:15:00 PM 5 0 12:15:00 PM 6 3 06:15:00 PM 5 6 12:16:00 PM 10 4 06:16:00 PM 5 0 12:16:00 PM 6 3 06:16:00 PM 4 6 12:17:00 PM 2 06:17:00 PM 4 0 12:17:00 PM 6 5 06:17:00 PM 9 5 12:18:00 PM 11 2 06:18:00 PM 5 0 12:18:00 PM 8 2 06:18:00 PM 10 4 12:19:00 PM 8 2 06:19:00 PM 5 0 12:19:00 PM 8 2 06:19:00 PM 10 4 12:20:00 PM 8 1 06:20:00 PM 6 0 12:20:00 PM 9 1 06:20:00 PM 11 3 12:21:00 PM 7 0 06:21:00 PM 7 0 12:21:00 PM 10 1 06:21:00 PM 11 4 12:22:00 PM 7 0 06:22:00 PM 7 0 12:22:00 PM 10 0 06:22:00 PM 10 3 12:23:00 PM 6 0 06:23:00 PM 8 0 12:23:00 PM 8 1 06:23:00 PM 9 3 12:24:00 PM 7 0 06:24:00 PM 8 0 12:24:00 PM 10 2 06:24:00 PM 10 2 12:25:00 PM 7 0 06:25:00 PM 6 0 12:25:00 PM 10 2 06:25:00 PM 10 4 12:26:00 PM 6 0 06:26:00 PM 6 0 12:26:00 PM 10 6 06:26:00 PM 9 5 12:27:00 PM 6 0 06:27:00 PM 6 0 12:27:00 PM 10 5 06:27:00 PM 9 4 12:28:00 PM 6 0 06:28:00 PM 7 0 12:28:00 PM 9 7 06:28:00 PM 10 3 12:29:00 PM 6 0 06:29:00 PM 7 0 12:29:00 PM 9 7 06:29:00 PM 2 12:30:00 PM 6 0 06:30:00 PM 6 0 12:30:00 PM 9 7 06:30:00 PM 11 2 12:31:00 PM 5 3 06:31:00 PM 6 0 12:31:00 PM 9 6 06:31:00 PM 11 1 12:32:00 PM 5 3 06:32:00 PM 7 0 12:32:00 PM 11 3 06:32:00 PM 9 1 12:33:00 PM 6 5 06:33:00 PM 10 0 12:33:00 PM 11 6 06:33:00 PM 9 1 12:34:00 PM 7 4 06:34:00 PM 10 2 12:34:00 PM 10 6 06:34:00 PM 10 0 12:35:00 PM 8 3 06:35:00 PM 10 0 12:35:00 PM 10 7 06:35:00 PM 9 0 12:36:00 PM 9 2 06:36:00 PM 10 0 12:36:00 PM 10 8 06:36:00 PM 11 0 12:37:00 PM 10 1 06:37:00 PM 9 0 12:37:00 PM 10 7 06:37:00 PM 10 1 12:38:00 PM 11 2 06:38:00 PM 8 0 12:38:00 PM 10 6 06:38:00 PM 11 0 12:39:00 PM 10 3 06:39:00 PM 6 0 12:39:00 PM 11 5 06:39:00 PM 9 0 12:40:00 PM 11 2 06:40:00 PM 7 0 12:40:00 PM 10 5 06:40:00 PM 7 1 12:41:00 PM 10 1 06:41:00 PM 6 0 12:41:00 PM 11 3 06:41:00 PM 7 2 12:42:00 PM 9 0 06:42:00 PM 5 0 12:42:00 PM 11 4 06:42:00 PM 7 1 12:43:00 PM 9 0 06:43:00 PM 6 0 12:43:00 PM 10 5 06:43:00 PM 6 1 12:44:00 PM 9 0 06:44:00 PM 5 0 12:44:00 PM 10 7 06:44:00 PM 7 0 12:45:00 PM 9 0 06:45:00 PM 6 0 12:45:00 PM 10 7 06:45:00 PM 6 0 12:46:00 PM 9 0 06:46:00 PM 8 0 12:46:00 PM 10 5 06:46:00 PM 7 4 12:47:00 PM 8 0 06:47:00 PM 8 0 12:47:00 PM 10 5 06:47:00 PM 6 4 12:48:00 PM 7 0 06:48:00 PM 8 0 12:48:00 PM 10 5 06:48:00 PM 6 2 12:49:00 PM 7 0 06:49:00 PM 9 0 12:49:00 PM 11 4 06:49:00 PM 6 2 12:50:00 PM 7 0 06:50:00 PM 9 0 12:50:00 PM 11 4 06:50:00 PM 6 2 12:51:00 PM 7 1 06:51:00 PM 8 0 12:51:00 PM 11 4 06:51:00 PM 5 3 12:52:00 PM 8 2 06:52:00 PM 10 0 12:52:00 PM 11 5 06:52:00 PM 7 1 12:53:00 PM 8 1 06:53:00 PM 11 0 12:53:00 PM 11 5 06:53:00 PM 9 1 12:54:00 PM 6 0 06:54:00 PM 11 0 12:54:00 PM 12 4 06:54:00 PM 10 0 12:55:00 PM 6 0 06:55:00 PM 10 0 12:55:00 PM 11 4 06:55:00 PM 10 0 12:56:00 PM 7 0 06:56:00 PM 10 0 12:56:00 PM 12 2 06:56:00 PM 9 0 12:57:00 PM 7 0 06:57:00 PM 7 0 12:57:00 PM 12 1 06:57:00 PM 8 0 12:58:00 PM 7 0 06:58:00 PM 7 0 12:58:00 PM 10 2 06:58:00 PM 7 0 12:59:00 PM 7 0 06:59:00 PM 6 0 12:59:00 PM 11 3 06:59:00 PM 6 1 01:00:00 PM 6 0 07:00:00 PM 7 0 01:00:00 PM 11 3 07:00:00 PM 6 1 01:01:00 PM 6 0 07:01:00 PM 7 0 01:01:00 PM 10 2 07:01:00 PM 6 0 01:02:00 PM 6 0 07:02:00 PM 7 1 01:02:00 PM 9 2 07:02:00 PM 6 2 01:03:00 PM 6 3 07:03:00 PM 7 1 01:03:00 PM 9 0 07:03:00 PM 5 2 01:04:00 PM 9 0 07:04:00 PM 8 0 01:04:00 PM 9 0 07:04:00 PM 6 1 01:05:00 PM 8 1 07:05:00 PM 7 0 01:05:00 PM 9 0 07:05:00 PM 8 2 01:06:00 PM 8 1 07:06:00 PM 5 0 01:06:00 PM 8 0 07:06:00 PM 9 1 01:07:00 PM 9 0 07:07:00 PM 5 0 01:07:00 PM 7 0 07:07:00 PM 8 1 01:08:00 PM 8 0 07:08:00 PM 5 0 01:08:00 PM 8 0 07:08:00 PM 8 1 01:09:00 PM 8 0 07:09:00 PM 8 1 01:09:00 PM 9 1 07:09:00 PM 7 1 01:10:00 PM 7 0 07:10:00 PM 8 2 01:10:00 PM 10 0 07:10:00 PM 7 2 01:11:00 PM 8 0 07:11:00 PM 8 2 01:11:00 PM 12 1 07:11:00 PM 9 0 01:12:00 PM 8 0 07:12:00 PM 9 0 01:12:00 PM 12 1 07:12:00 PM 8 0 01:13:00 PM 9 0 07:13:00 PM 8 0 01:13:00 PM 10 6 07:13:00 PM 6 0 01:14:00 PM 8 0 07:14:00 PM 6 2 01:14:00 PM 10 6 07:14:00 PM 6 3 01:15:00 PM 10 0 07:15:00 PM 7 1 01:15:00 PM 8 7 07:15:00 PM 8 1 01:16:00 PM 10 0 07:16:00 PM 7 3 01:16:00 PM 9 5 07:16:00 PM 8 1 01:17:00 PM 11 0 07:17:00 PM 7 3 01:17:00 PM 9 4 07:17:00 PM 6 2 01:18:00 PM 11 0 07:18:00 PM 7 2 01:18:00 PM 9 5 07:18:00 PM 7 1 01:19:00 PM 10 0 07:19:00 PM 8 2 01:19:00 PM 10 4 07:19:00 PM 8 1 01:20:00 PM 10 1 07:20:00 PM 9 1 01:20:00 PM 10 3 07:20:00 PM 9 0 01:21:00 PM 9 1 07:21:00 PM 10 0 01:21:00 PM 10 3 07:21:00 PM 9 0 01:22:00 PM 9 1 07:22:00 PM 10 1 01:22:00 PM 11 6 07:22:00 PM 9 0 01:23:00 PM 8 0 07:23:00 PM 10 2 01:23:00 PM 12 7 07:23:00 PM 9 0 Apx-8 14s. 7 FIELD DATA SERVICES OF ARIZONA,INC. 'Z 520.316.6745 verac itytrafficg roup Location: In N Out,873 N Promenade Pkwy,Casa Grande,AZ 85194 Project#:24-1225-002 QUEUESTUDY FRIDAY SAT DAY Thursday,April 18,2024 Thursday,April 18,2024 Saturday,April 20,2024 Saturday,April 20,2024 Drive thru Further Drive thru Further Drive thru Further Drive thru Further 01:24:00 PM 8 0 07:24:00 PM 10 4 01:24:00 PM 10 7 07:24:00 PM 10 0 01:25:00 PM 6 0 07:25:00 PM 10 5 01:25:00 PM 9 7 07:25:00 PM 10 0 01:26:00 PM 7 0 07:26:00 PM 10 8 01:26:00 PM 12 5 07:26:00 PM 9 0 01:27:00 PM 7 1 07:27:00 PM 9 7 01:27:00 PM 11 4 07:27:00 PM 8 0 01:28:00 PM 7 0 07:28:00 PM 9 7 01:28:00 PM 10 3 07:28:00 PM 8 0 01:29:00 PM 7 0 07:29:00 PM 9 6 01:29:00 PM 11 6 07:29:00 PM 9 0 01:30:00 PM 7 0 07:30:00 PM 10 4 01:30:00 PM 11 6 07:30:00 PM 9 0 01:31:00 PM 7 2 07:31:00 PM 10 5 01:31:00 PM:121 5 07:31:00 PM 9 0 01:32:00 PM 8 1 07:32:00 PM 10 5 01:32:00 PM 5 07:32:00 PM 10 0 01:33:00 PM 8 1 07:33:00 PM 9 7 01:33:00 PM 5 07:33:00 PM 11 0 01:34:00 PM 8 1 07:34:00 PM 10 7 01:34:00 PM 4 07:34:00 PM 10 0 01:35:00 PM 8 0 07:35:00 PM 11 6 01:35:00 PM 4 07:35:00 PM 10 0 01:36:00 PM 7 0 07:36:00 PM 11 6 01:36:00 PM 4 07:36:00 PM 10 0 01:37:00 PM 7 0 07:37:00 PM 10 6 01:37:00 PM 12 2 07:37:00 PM 10 0 01:38:00 PM 6 0 07:38:00 PM 10 5 01:38:00 PM 11 4 07:38:00 PM 11 0 01:39:00 PM 5 0 07:39:00 PM 10 3 01:39:00 PM 11 4 07:39:00 PM 11 0 01:40:00 PM 6 0 07:40:00 PM 10 2 01:40:00 PM 111111 2 3 07:40:00 PM 0 01:41:00 PM 4 0 07:41:00 PM 9 2 01:41:00 PM 10 9 07:41:00 PM 9 0 01:42:00 PM 6 1 07:42:00 PM 9 2 01:42:00 PM 11 8 07:42:00 PM 8 0 01:43:00 PM 6 1 07:43:00 PM 10 1 01:43:00 PM 11 9 07:43:00 PM 8 0 01:44:00 PM 5 1 07:44:00 PM 10 1 01:44:00 PM 11 9 07:44:00 PM 8 0 01:45:00 PM 7 1 07:45:00 PM 9 2 01:45:00 PM 10 8 07:45:00 PM 7 0 01:46:00 PM 7 2 07:46:00 PM 9 1 01:46:00 PM 9 9 07:46:00 PM 8 0 01:47:00 PM 7 2 07:47:00 PM 9 2 01:47:00 PM 9 9 07:47:00 PM 8 0 01:48:00 PM 8 2 07:48:00 PM 9 3 01:48:00 PM 11 7 07:48:00 PM 10 0 01:49:00 PM 7 2 07:49:00 PM 10 1 01:49:00 PM 10 8 07:49:00 PM 10 0 01:50:00 PM 5 2 07:50:00 PM 9 0 01:50:00 PM 10 7 07:50:00 PM 10 0 01:51:00 PM 5 2 07:51:00 PM 8 0 01:51:00 PM 10 8 07:51:00 PM 9 0 01:52:00 PM 5 3 07:52:00 PM 7 0 01:52:00 PMM10 8 07:52:00 PM 8 0 01:53:00 PM 6 3 07:53:00 PM 7 1 01:53:00 PM7 07:53:00 PM 9 0 01:54:00 PM 7 3 07:54:00 PM 8 0 01:54:00 PM7 07:54:00 PM 8 0 01:55:00 PM 7 3 07:55:00 PM 10 0 01:55:00 PM5 07:55:00 PM 9 0 01:56:00 PM 7 2 07:56:00 PM 10 0 01:56:00 PM4 07:56:00 PM 9 0 01:57:00 PM 7 2 07:57:00 PM 10 0 01:57:00 PM3 07:57:00 PM 8 0 01:58:00 PM 7 3 07:58:00 PM 9 0 01:58:00 PM2 07:58:00 PM 8 0 01:59:00 PM 7 3 07:59:00 PM 9 0 01:59:00 PM0 07:59:00 PM 9 0 --Max queue Apx-9 14s. 7 FIELD DATA SERVICES OF ARIZONA,INC. 'Z 520.316.6745 verac itytrafficg roup Location: In N Out,404 Main St,Logan,UT 84321 Project#:24-1225-003 QUEUE STUDY FRIDAY SAT DAY Thursday,April 18,2024 Thursday,April 18,2024 Saturday,April 20,2024 Saturday,April 20,2024 Drive thru Further Drive thru Further Drive thru Further Drive thru Further 11:00:00 AM 9 0 05:00:00 PM 11 0 11:00:00 AM 6 0 05:00:00 PM 11 0 11:01:00 AM 11 0 05:01:00 PM 10 0 11:01:00 AM 6 0 05:01:00 PM 11 0 11:02:00 AM 10 0 05:02:00 PM 10 0 11:02:00 AM 6 0 05:02:00 PM 11 0 11:03:00 AM 7 0 05:03:00 PM 10 0 11:03:00 AM 6 0 05:03:00 PM 14 1 11:04:00 AM 8 0 05:04:00 PM 10 0 11:04:00 AM 6 0 05:04:00 PM 14 1 11:05:00 AM 13 0 05:05:00 PM 11 0 11:05:00 AM 6 0 05:05:00 PM 14 1 11:06:00 AM 12 0 05:06:00 PM 11 0 11:06:00 AM 6 0 05:06:00 PM 14 2 11:07:00 AM 7 0 05:07:00 PM 11 0 11:07:00 AM 6 0 05:07:00 PM 14 1 11:08:00 AM 8 0 05:08:00 PM 11 0 11:08:00 AM 6 0 05:08:00 PM 14 1 11:09:00 AM 11 0 05:09:00 PM 12 0 11:09:00 AM 5 0 05:09:00 PM 15 1 11:10:00 AM 10 0 05:10:00 PM 12 1 11:10:00 AM 5 0 05:10:00 PM 15 1 11:11:00 AM 9 0 05:11:00 PM 12 1 11:11:00 AM 5 0 05:11:00 PM 15 3 11:12:00 AM 9 0 05:12:00 PM 12 1 11:12:00 AM 5 0 05:12:00 PM 15 3 11:13:00 AM 8 0 05:13:00 PM 13 1 11:13:00 AM 5 0 05:13:00 PM 15 3 11:14:00 AM 8 0 05:14:00 PM 13 0 11:14:00 AM 5 0 05:14:00 PM 15 11:15:00 AM 8 0 05:15:00 PM 13 0 11:15:00 AM 5 0 1 05:15:00 PM 14 2 11:16:00 AM 8 0 05:16:00 PM 13 0 11:16:00 AM 5 0 05:16:00 PM 14 2 11:17:00 AM 8 0 05:17:00 PM 12 0 11:17:00 AM 5 0 05:17:00 PM 14 2 11:18:00 AM 7 0 05:18:00 PM 12 0 11:18:00 AM 5 0 05:18:00 PM 14 2 11:19:00 AM 6 0 05:19:00 PM 12 0 11:19:00 AM 5 0 05:19:00 PM 11 2 11:20:00 AM 6 0 05:20:00 PM 12 0 11:20:00 AM 5 0 05:20:00 PM 11 1 11:21:00 AM 6 0 05:21:00 PM 8 0 11:21:00 AM 5 0 05:21:00 PM 11 1 11:22:00 AM 7 0 05:22:00 PM 8 0 11:22:00 AM 5 0 05:22:00 PM 11 1 11:23:00 AM 7 0 05:23:00 PM 8 0 11:23:00 AM 4 0 05:23:00 PM 11 1 11:24:00 AM 7 0 05:24:00 PM 8 0 11:24:00 AM 4 0 05:24:00 PM 11 0 11:25:00 AM 8 0 05:25:00 PM 9 0 11:25:00 AM 4 0 05:25:00 PM 10 1 11:26:00 AM 8 0 05:26:00 PM 9 0 11:26:00 AM 4 0 05:26:00 PM 10 0 11:27:00 AM 9 0 05:27:00 PM 9 0 11:27:00 AM 4 0 05:27:00 PM 10 0 11:28:00 AM 9 0 05:28:00 PM 9 0 11:28:00 AM 4 0 05:28:00 PM 10 0 11:29:00 AM 9 0 05:29:00 PM 10 0 11:29:00 AM 5 0 05:29:00 PM 10 0 11:30:00 AM 10 0 05:30:00 PM 10 1 11:30:00 AM 5 0 05:30:00 PM 10 1 11:31:00 AM 10 0 05:31:00 PM 10 0 11:31:00 AM 5 0 05:31:00 PM 9 0 11:32:00 AM 10 0 05:32:00 PM 10 0 11:32:00 AM 5 0 05:32:00 PM 9 0 11:33:00 AM 10 0 05:33:00 PM 11 0 11:33:00 AM 6 0 05:33:00 PM 9 0 11:34:00 AM 11 0 05:34:00 PM 11 0 11:34:00 AM 6 0 05:34:00 PM 9 0 11:35:00 AM 14 1 05:35:00 PM 11 0 11:35:00 AM 6 0 05:35:00 PM 9 0 11:36:00 AM 14 1 05:36:00 PM 10 0 11:36:00 AM 6 0 05:36:00 PM 9 0 11:37:00 AM 14 2 05:37:00 PM 10 0 11:37:00 AM 6 0 05:37:00 PM 9 0 11:38:00 AM 14 2 05:38:00 PM 10 0 11:38:00 AM 9 0 05:38:00 PM 9 0 11:39:00 AM 14 2 05:39:00 PM 10 0 11:39:00 AM 9 0 05:39:00 PM 9 0 11:40:00 AM 15 3 05:40:00 PM 11 0 11:40:00 AM 9 0 05:40:00 PM 10 0 11:41:00 AM 15 3 05:41:00 PM 11 0 11:41:00 AM 9 0 05:41:00 PM 10 0 11:42:00 AM 15 3 05:42:00 PM 12 0 11:42:00 AM 9 0 05:42:00 PM 10 0 11:43:00 AM 15 3 05:43:00 PM 13 0 11:43:00 AM 8 0 05:43:00 PM 10 0 11:44:00 AM 13 3 05:44:00 PM 13 1 11:44:00 AM 8 0 05:44:00 PM 8 0 11:45:00 AM 13 2 05:45:00 PM 13 0 11:45:00 AM 8 0 05:45:00 PM 8 0 11:46:00 AM 13 2 05:46:00 PM 13 0 11:46:00 AM 8 0 05:46:00 PM 8 0 11:47:00 AM 13 2 05:47:00 PM 14 1 11:47:00 AM 8 0 05:47:00 PM 8 0 11:48:00 AM 11 2 05:48:00 PM 14 2 11:48:00 AM 7 0 05:48:00 PM 8 0 11:49:00 AM 11 2 05:49:00 PM 14 1 11:49:00 AM 7 0 05:49:00 PM 8 0 11:50:00 AM 11 1 05:50:00 PM 14 2 11:50:00 AM 7 0 05:50:00 PM 7 0 11:51:00 AM 11 0 05:51:00 PM 15 2 11:51:00 AM 11 0 05:51:00 PM 7 0 11:52:00 AM 10 0 05:52:00 PM 15 2 11:52:00 AM 11 0 05:52:00 PM 7 0 11:53:00 AM 12 0 05:53:00 PM 15 2 11:53:00 AM 14 0 05:53:00 PM 7 0 11:54:00 AM 11 0 05:54:00 PM 15 3 11:54:00 AM 14 0 05:54:00 PM 7 0 11:55:00 AM 10 0 05:55:00 PM 16 3 11:55:00 AM 14 1 05:55:00 PM 7 0 11:56:00 AM 10 0 05:56:00 PM 16 3 11:56:00 AM 14 2 05:56:00 PM 7 0 11:57:00 AM 10 0 05:57:00 PM 16 4 11:57:00 AM 14 2 05:57:00 PM 9 0 11:58:00 AM 9 0 05:58:00 PM 16 4 11:58:00 AM 15 2 05:58:00 PM 9 0 11:59:00 AM 9 0 05:59:00 PM 16 4 11:59:00 AM 15 2 05:59:00 PM 9 0 12:00:00 PM 9 0 06:00:00 PM 16 4 12:00:00 PM 15 3 06:00:00 PM 9 0 12:01:00 PM 9 0 06:01:00 PM 16 5 12:01:00 PM 15 3 06:01:00 PM 9 0 12:02:00 PM 8 0 06:02:00 PM 17 5 12:02:00 PM 15 3 06:02:00 PM 9 0 12:03:00 PM 8 0 06:03:00 PM 18 5 12:03:00 PM 16 3 06:03:00 PM 11 0 12:04:00 PM 8 0 06:04:00 PM 18 6 12:04:00 PM 16 3 06:04:00 PM 11 0 12:05:00 PM 8 0 06:05:00 PM 18 6 12:05:00 PM 16 3 06:05:00 PM 11 0 12:06:00 PM 9 0 06:06:00 PM 18 9 12:06:00 PM 13 2 06:06:00 PM 11 0 12:07:00 PM 9 0 06:07:00 PM 16 9 12:07:00 PM 13 2 06:07:00 PM 11 0 12:08:00 PM 9 0 06:08:00 PM 16 9 12:08:00 PM 13 2 06:08:00 PM 11 0 12:09:00 PM 11 0 06:09:00 PM 16 6 12:09:00 PM 12 2 06:09:00 PM 10 0 12:10:00 PM 11 0 06:10:00 PM 16 6 12:10:00 PM 12 2 06:10:00 PM 10 0 12:11:00 PM 11 1 06:11:00 PM 13 6 12:11:00 PM 12 2 06:11:00 PMJ 10 1 0 Apx-10 14s. 7 FIELD DATA SERVICES OF ARIZONA,INC. 'Z 520.316.6745 verac itytrafficg roup Location: In N Out,404 Main St,Logan,UT 84321 Project M 24-1225-003 QUEUESTUDY FRIDAY SAT DAY Thursday,April 18,2024 Thursday,April 18,2024 Saturday,April 20,2024 Saturday,April 20,2024 Drive thru Further Drive thru Further Drive thru Further Drive thru Further 12:12:00 PM 11 0 06:12:00 PM 13 12:12:00 PM 12 1 06:12:00 PM 10 0 12:13:00 PM 12 0 06:13:00 PM 13 6 12:13:00 PM 12 1 06:13:00 PM 10 0 12:14:00 PM 12 0 06:14:00 PM 12 6 12:14:00 PM 11 1 06:14:00 PM 11 0 12:15:00 PM 12 0 06:15:00 PM 12 6 12:15:00 PM 11 0 06:15:00 PM 11 0 12:16:00 PM 13 0 06:16:00 PM 12 3 12:16:00 PM 7 0 06:16:00 PM 11 1 12:17:00 PM 13 0 06:17:00 PM 12 3 12:17:00 PM 7 0 06:17:00 PM 11 0 12:18:00 PM 13 0 06:18:00 PM 11 3 12:18:00 PM 7 0 06:18:00 PM 8 0 12:19:00 PM 13 0 06:19:00 PM 11 2 12:19:00 PM 7 0 06:19:00 PM 8 0 12:20:00 PM 13 0 06:20:00 PM 11 2 12:20:00 PM 7 0 06:20:00 PM 8 0 12:21:00 PM 11 0 06:21:00 PM 11 2 12:21:00 PM 8 0 06:21:00 PM 8 0 12:22:00 PM 11 0 06:22:00 PM 10 1 12:22:00 PM 8 0 06:22:00 PM 8 0 12:23:00 PM 10 0 06:23:00 PM 10 0 12:23:00 PM 8 0 06:23:00 PM 7 0 12:24:00 PM 10 0 06:24:00 PM 10 0 12:24:00 PM 8 0 06:24:00 PM 7 0 12:25:00 PM 10 0 06:25:00 PM 10 0 12:25:00 PM 9 0 06:25:00 PM 7 0 12:26:00 PM 9 0 06:26:00 PM 11 0 12:26:00 PM 9 0 06:26:00 PM 7 0 12:27:00 PM 9 0 06:27:00 PM 11 0 12:27:00 PM 9 0 06:27:00 PM 7 0 12:28:00 PM 9 0 06:28:00 PM 11 1 12:28:00 PM 9 0 06:28:00 PM 9 0 12:29:00 PM 9 0 06:29:00 PM 11 0 12:29:00 PM 9 0 06:29:00 PM 9 1 12:30:00 PM 8 0 06:30:00 PM 12 0 12:30:00 PM 9 0 06:30:00 PM 9 1 12:31:00 PM 8 0 06:31:00 PM 12 0 12:31:00 PM 9 0 06:31:00 PM 9 0 12:32:00 PM 8 0 06:32:00 PM 12 0 12:32:00 PM 9 0 06:32:00 PM 9 0 12:33:00 PM 9 0 06:33:00 PM 12 0 12:33:00 PM 6 0 06:33:00 PM 9 0 12:34:00 PM 9 0 06:34:00 PM 13 0 12:34:00 PM 6 0 06:34:00 PM 9 0 12:35:00 PM 9 0 06:35:00 PM 13 0 12:35:00 PM 6 0 06:35:00 PM 12 0 12:36:00 PM 9 0 06:36:00 PM 13 0 12:36:00 PM 6 0 06:36:00 PM 12 0 12:37:00 PM 9 0 06:37:00 PM 13 0 12:37:00 PM 8 0 06:37:00 PM 12 0 12:38:00 PM 10 0 06:38:00 PM 14 0 12:38:00 PM 8 0 06:38:00 PM 12 0 12:39:00 PM 10 0 06:39:00 PM 14 1 12:39:00 PM 8 0 06:39:00 PM 12 0 12:40:00 PM 10 0 06:40:00 PM 14 0 12:40:00 PM 8 0 06:40:00 PM 12 0 12:41:00 PM 10 0 06:41:00 PM 14 0 12:41:00 PM 8 0 06:41:00 PM 13 0 12:42:00 PM 11 0 06:42:00 PM 15 0 12:42:00 PM 7 0 06:42:00 PM 13 0 12:43:00 PM 11 0 06:43:00 PM 15 0 12:43:00 PM 7 0 06:43:00 PM 13 0 12:44:00 PM 11 0 06:44:00 PM 15 0 12:44:00 PM 7 0 06:44:00 PM 13 0 12:45:00 PM 11 0 06:45:00 PM 15 0 12:45:00 PM 7 0 06:45:00 PM 13 0 12:46:00 PM 10 0 06:46:00 PM 16 0 12:46:00 PM 7 0 06:46:00 PM 11 0 12:47:00 PM 10 0 06:47:00 PM 16 0 12:47:00 PM 7 0 06:47:00 PM 11 0 12:48:00 PM 10 0 06:48:00 PM 16 0 12:48:00 PM 9 0 06:48:00 PM 11 0 12:49:00 PM 10 0 06:49:00 PM 14 0 12:49:00 PM 9 0 06:49:00 PM 11 0 12:50:00 PM 11 0 06:50:00 PM 14 0 12:50:00 PM 9 0 06:50:00 PM 10 0 12:51:00 PM 11 0 06:51:00 PM 14 0 12:51:00 PM 11 0 06:51:00 PM 10 0 12:52:00 PM 11 0 06:52:00 PM 14 0 12:52:00 PM 11 1 06:52:00 PM 10 0 12:53:00 PM 12 0 06:53:00 PM 15 0 12:53:00 PM 10 1 06:53:00 PM 10 0 12:54:00 PM 12 0 06:54:00 PM 15 0 12:54:00 PM 10 1 06:54:00 PM 14 0 12:55:00 PM 12 0 06:55:00 PM 15 0 12:55:00 PM 10 1 06:55:00 PM 14 2 12:56:00 PM 12 0 06:56:00 PM 15 0 12:56:00 PM 10 0 06:56:00 PM 14 2 12:57:00 PM 10 0 06:57:00 PM 13 0 12:57:00 PM 10 0 06:57:00 PM 14 2 12:58:00 PM 10 0 06:58:00 PM 13 0 12:58:00 PM 14 0 06:58:00 PM 15 2 12:59:00 PM 10 0 06:59:00 PM 13 0 12:59:00 PM 14 0 06:59:00 PM 15 2 01:00:00 PM 10 0 07:00:00 PM 13 0 01:00:00 PM 14 2 07:00:00 PM 15 2 01:01:00 PM 8 0 07:01:00 PM 12 0 01:01:00 PM 14 2 07:01:00 PM 13 3 01:02:00 PM 8 0 07:02:00 PM 12 0 01:02:00 PM 14 2 07:02:00 PM 13 3 01:03:00 PM 9 0 07:03:00 PM 11 0 01:03:00 PM 14 2 07:03:00 PM 13 2 01:04:00 PM 9 0 07:04:00 PM 11 0 01:04:00 PM 14 3 07:04:00 PM 12 2 01:05:00 PM 9 0 07:05:00 PM 11 0 01:05:00 PM 15 3 07:05:00 PM 12 2 01:06:00 PM 9 0 07:06:00 PM 8 0 01:06:00 PM 15 3 07:06:00 PM 12 0 01:07:00 PM 9 0 07:07:00 PM 8 0 01:07:00 PM 15 3 07:07:00 PM 11 0 01:08:00 PM 8 0 07:08:00 PM 8 0 01:08:00 PM 15 3 07:08:00 PM 11 0 01:09:00 PM 8 0 07:09:00 PM 8 0 01:09:00 PM 15 3 07:09:00 PM 11 0 01:10:00 PM 8 0 07:10:00 PM 5 0 01:10:00 PM 16 2 07:10:00 PM 11 0 01:11:00 PM 8 0 07:11:00 PM 5 0 01:11:00 PM 16 2 07:11:00 PM 8 0 01:12:00 PM 8 0 07:12:00 PM 5 0 01:12:00 PM 16 2 07:12:00 PM 8 0 01:13:00 PM 8 0 07:13:00 PM 5 0 01:13:00 PM 16 2 07:13:00 PM 8 0 01:14:00 PM 7 0 07:14:00 PM 5 0 01:14:00 PM 16 2 07:14:00 PM 8 0 01:15:00 PM 7 0 07:15:00 PM 9 0 01:15:00 PM 16 2 07:15:00 PM 8 0 01:16:00 PM 7 0 07:16:00 PM 9 0 01:16:00 PM 16 4 07:16:00 PM 8 0 01:17:00 PM 7 0 07:17:00 PM 9 0 01:17:00 PM 13 4 07:17:00 PM 8 0 01:18:00 PM 9 0 07:18:00 PM 9 0 01:18:00 PM 13 2 07:18:00 PM 9 0 01:19:00 PM 9 0 07:19:00 PM 9 0 01:19:00 PM 13 2 07:19:00 PM 9 0 01:20:00 PM 9 0 07:20:00 PM 11 0 01:20:00 PM 13 2 07:20:00 PM 9 0 01:21:00 PM 9 0 07:21:00 PM 11 0 01:21:00,PM 13 2 07:21:00 PM 9 0 01:22:00 PM 10 0 07:22.00 PM 11 0 01:22:00 PM 11 0 07:22:00 PM 9 0 01:23:00 PM 10 0 07:23:00 PMJ 10 0 01:23:00 PM 11 0 07:23:00 PM 9 0 Apx-11 14s. 7 FIELD DATA SERVICES OF ARIZONA,INC. 'Z 520.316.6745 verac itytrafficg roup Location: In N Out,404 Main St,Logan,UT 84321 Project#:24-1225-003 QUEUESTUDY FRIDAY SAT DAY Thursday,April 18,2024 Thursday,April 18,2024 Saturday,April 20,2024 Saturday,April 20,2024 Drive thru Further Drive thru Further Drive thru Further Drive thru Further 01:24:00 PM 10 0 07:24:00 PM 7 0 01:24:00 PM 11 1 07:24:00 PM 9 0 01:25:00 PM 10 0 07:25:00 PM 7 0 01:25:00 PM 11 1 07:25:00 PM 11 0 01:26:00 PM 12 0 07:26:00 PM 7 0 01:26:00 PM 9 1 07:26:00 PM 11 1 01:27:00 PM 13 0 07:27:00 PM 7 0 01:27:00 PM 9 0 07:27:00 PM 11 0 01:28:00 PM 13 1 07:28:00 PM 12 0 01:28:00 PM 9 0 07:28:00 PM 11 0 01:29:00 PM 13 1 07:29:00 PM 12 1 01:29:00 PM 9 0 07:29:00 PM 10 0 01:30:00 PM 13 1 07:30:00 PM 12 1 01:30:00 PM 9 0 07:30:00 PM 10 0 01:31:00 PM 13 1 07:31:00 PM 12 1 01:31:00 PM 9 0 07:31:00 PM 10 0 01:32:00 PM 11 2 07:32:00 PM 13 1 01:32:00 PM 9 0 07:32:00 PM 10 1 01:33:00 PM 11 2 07:33:00 PM 13 1 01:33:00 PM 9 0 07:33:00 PM 10 1 01:34:00 PM 10 0 07:34:00 PM 13 0 01:34:00 PM 9 0 07:34:00 PM 11 1 01:35:00 PM 10 0 07:35:00 PM 13 0 01:35:00 PM 9 0 07:35:00 PM 11 0 01:36:00 PM 11 0 07:36:00 PM 14 0 01:36:00 PM 9 0 07:36:00 PM 11 1 01:37:00 PM 11 0 07:37:00 PM 14 0 01:37:00 PM 9 0 07:37:00 PM 11 2 01:38:00 PM 10 0 07:38:00 PM 14 0 01:38:00 PM 8 0 07:38:00 PM 11 1 01:39:00 PM 10 0 07:39:00 PM 14 0 01:39:00 PM 8 0 07:39:00 PM 11 1 01:40:00 PM 12 0 07:40:00 PM 15 0 01:40:00 PM 8 0 07:40:00 PM 7 0 01:41:00 PM 12 0 07:41:00 PM 15 0 01:41:00 PM 8 0 07:41:00 PM 7 0 01:42:00 PM 8 0 07:42:00 PM 15 0 01:42:00 PM 8 0 07:42:00 PM 7 0 01:43:00 PM 8 0 07:43:00 PM 15 0 01:43:00 PM 8 0 07:43:00 PM 7 0 01:44:00 PM 9 0 07:44:00 PM 14 1 01:44:00 PM 8 0 07:44:00 PM 7 0 01:45:00 PM 9 0 07:45:00 PM 14 0 01:45:00 PM 8 0 07:45:00 PM 8 0 01:46:00 PM 9 0 07:46:00 PM 14 0 01:46:00 PM 8 0 07:46:00 PM 8 0 01:47:00 PM 10 0 07:47:00 PM 13 0 01:47:00 PM 11 0 07:47:00 PM 8 0 01:48:00 PM 10 1 07:48:00 PM 13 0 01:48:00 PM 11 0 07:48:00 PM 8 0 01:49:00 PM 10 0 07:49:00 PM 13 0 01:49:00 PM 11 1 07:49:00 PM 8 0 01:50:00 PM 10 0 07:50:00 PM 12 0 01:50:00 PM 11 1 07:50:00 PM 9 0 01:51:00 PM 11 0 07:51:00 PM 12 0 01:51:00 PM 11 1 07:51:00 PM 9 0 01:52:00 PM 11 0 07:52:00 PM 11 0 01:52:00 PM 11 1 07:52:00 PM 9 0 01:53:00 PM 12 0 07:53:00 PM 11 0 01:53:00 PM 11 0 07:53:00 PM 9 0 01:54:00 PM 12 1 07:54:00 PM 9 0 01:54:00 PM 11 0 07:54:00 PM 9 0 01:55:00 PM 14 1 07:55:00 PM 9 0 01:55:00 PM 11 0 07:55:00 PM 9 0 01:56:00 PM 14 2 07:56:00 PM 9 0 01:56:00 PM 11 0 07:56:00 PM 9 0 01:57:00 PM 14 2 07:57:00 PM 9 0 01:57:00 PM 11 0 07:57:00 PM 6 0 01:58:00 PM 14 2 07:58:00 PM 9 0 01:58:00 PM 10 0 07:58:00 PM 6 0 01:59:00 PM1 14 13 07:59:00 PMJ 9 0 01:59:00 PM 10 0 07:59:00 PM 6 0 --Max queue Apx-12 `ems PA ' IMH EX'22 TALL O y� LEGEND �LOC�INOB LIMITS OF PROPOSED CONSTRUCTION. SS\DNAL ELECTRICAL SERVICE FOR L SWIG"qNO..M01-STORY4 pNCF"\pEN,$F Gay "SWIG"AND"MO BETTAHS" ' P'( 3,300 S.F.RESTgURANTS ® NEW 24"x36"CONCRETE DRAIN BOX -ADA ACCESSIBLE PATH OF TRAVEL.ACCESSIBLE Q V D BUILDI H A INLET'NTH A FLOGARD PLUS FOSSIL PATH OF TRAVEL IS NOT LESS THAN 4 FEET Q PROVIDED FROM WPM IN IMH ANDNG WITH 62 EXISTI -I FILTER INSERT FOR THE PRE-TREATMENT WIDE,AND DOES NOT EXCEED A RUNNING SLOPE LANDSCAPE AREA WEST OF PROPO NG STRUCTURE � ' o PARKINGSED ONSITE • OF STORMWATER RUNOFF. OF 120(59�OR A CROSS SLOPE IN EXCESS OF ZOSZO I SCO 2015 BLUE LgKES ES 1:50(2R).REFER TO SHEET C33 FOR SPECIFIC Wp 0 VACANT LOT I 1p PIT 0619 BLVD. z 0*0 PROPOSED INGE INSTALLED AND SLOPES AND GRADES. 'f `C' 2005 NEILSEN PT PLACE PA ' 0010070 0 MAINTAINED 22'-6"TALL FIXTURE HEIGHT 99 TF OF\OP O� RPT 0 61 90010060 M A I / LIGHT POLE ON TOP OF A 30"TALL 24" A IDAHO POWER ELECTRIC PAD MOUNT J 20' ® DIAMETER CONCRETE BASE FOR A TOTAL TRANSFORMER WITH BOLLARDS. P - 24' HEIGHT OF 25'TALL MAXIMUM. CO / ❑TR PORTABLE TRASH RECEPTACLE ON A MINIMUM p C R m� NC PA n PROPOSED INOB INSTALLED AND 24"x24"x4"CONCRETE PAD. ~z N CO,VC,SI R EVECQpER MAINT PA o / PA MAINTAINED LANDSCAPED PLANTER AND ® w N w OEWgLK RP7 000973454 1 II PA IRRIGATION SYSTEM ONSITE,INCLUDING NEW CONCRETE SIDEWALK. LAWN ST P 3 i6.gS SCP Z ' __ AREA UNDER BUILDING ROOF OVERHANG SIGN D o / (ROH),CONSISTING OF APPROXIMATELY BOUNDARY MONUMENT AND SURVEY CONTROL mICV 7,044 SQUARE FEET....38). F POINT DESCRIPTION SHOWN ON SHEET C38. pnp� o N M 9' PA BLACK TRUNCATED DOMES 17 SIMPLIFIED PLOTTABLE EASEMENT DESCRIPTION U 5� PA DETECTABLE WARNING STRIP. SHOWN ON SHEET C38. MH�, ANDPP G PA •T PA \ a / / M r--� VEHICLE DETECTOR LOOP. EA DRIVE-THRU CATWALK CONCRETE V RS 1S• -_ P 24' L�� PAD WITH UMBRELLA STAND. 0 II PA 30� MOW STRIP R PROPERTY LINE. 24"WIDE MATTED INOB ASSOCIATE WALKWAY IZ O N Q H -� Sf 9 20' M MOW 1 NEW 3'TALL 18"x24"UT"DRIVE THRU" CONSISTING OF APPROXIMATELY 274 SQUARE PARKING LOT TY STRI DIRECTIONAL SIGN. FEET. Z w FOR CANYON PARK CENTER LAWN (L.1 a TO 70� OPEN m PROPOSED 18"TO 27"TALL 22"WADE OC 0 a 1925-1965 FILLMORE ST $$EMAIN, BE REMO \m� NEW 3'TALL 18"x24"UT"THANK YOU,DO Lw Q PET 06190010050 I I pR1JIFCT IN p INSTALL A C�• / �a,{ NOT ENTER"DIRECTIONAL SIGN. STUCCO COVERED SEAT/SCREEN WALL W L�N m N AE LACE TO BE REMOVEp AVEMEN7 S� 1 INST 6.. / p NEW PEDESTRIAN CROSSWALK SIGN. WITH A CONCRETE CAP. BUILDING - - 1 U 10.05' 4 ALL A.C.PAVE 7p 8E REMOVEp k7.. A AN MATCH Z Q n z SLP W "EN RIN 3i REq REq J /N80 S•2$" MEN7 INSTgLL Ty RI h� TWIN FALLS"SIGN 5L ICV. 4 NEW ACCESSIBILITY ENTRY SIGN. PILL PROPOSED INOB LEASE PREMISE LINE. VC) lI z w1� 5 31 q5• TYB9' Z.PAVEMENT Rc1418N 2 5i NEW STOP SIGN. UE UTILITY EASEMENT. CLIJ I N \ P Z P PA 3 S1, MONUMENT "`"P' y o 9g• h a: p OTECT IN pLq PA INOB IN-NCURB OUT BURGER. PRDAUL ARIVATE LOT CCESS,UTILITIES AND FOR LANDSCAPG ROADWAY,RPOSES DRAINAGE, m a N ^j W P ."'•. R=g•I / :s.• 46�56 L " / CIF CURB FACE. ROU `N `N n' VOH VEHICLE OVERHANG WITH NO LUASDE PUBLIC LANDSCAPE,UTILITY,ACCESS,SIDEWALK AND DRAINAGE EASEMENT. \w v O ICvm h TE SIGN pq 16 7 54 F°'?!'3::" OBSTRUCTIONS INCLUDING LIGHT POLES, .�\��\p${``\.Q� U \\V Q 15� R=3' VE ��� ® N-o i SCP TREES o AE NX D.Si^CO N C C U R B �. KN aN o'... 2 AN PSE PUBLIC SEWER EASEMENT.D SIGNAGE. PROPOSED INOB INSTALLED AND RPAERECIPROCAL PARKING AND ACCESS EASEMENT . �U 4)� MAINTAINED LANDSCAPED PLANTER AND IRRIGATION SYSTEM OFFSITE CONSISTING CLEE CITY LAW ENFORCEMENT EASEMENT. j F APPR XIMA Y 111 AR FEET. 0 0 TEL 2 SQUARE EE � CME CITY MAINTENANCE EASEMENT. � < o 12' 1., C MH F 36' 12 N n o u: Ra :;p;' CONC. � i:ii":' �cf RfIF AE ACCESS EASEMENT. URB w O 8 E 3618.99 SCP OF MUD h I MIN. a w o '� 12 c qC 1 J3 3 :':;C:: LANE � C o LAWN REA RECIPROCAL EASEMENT AGREEMENT. 3 ^ F m e +I 27. SR fNSiEi ao J o_ �■ €o° e/GCE' �e D y � MOW S1R1P PA NE WAY 11 10• I ..'.q.. O( 2 WgfR7fCTgD �� r � :��'���� e A KEEP PLL / 24a� N GENERAL NOTES e� RIGHT N (; LUASDE ¢";' 24 3,66j4 _t 0 g '.:. S y I 23 • CDS (bqB SF 2i i'i`:' n' 1.IN-N-OUT BURGER LEASE PREMISES AREA=40,704 SQUARE FEET OR 0.934 ACRES. EWp�K 2g, fN TQV / qy) p /� . POON R=3'I \ *AY2.E%ISDNG CITY ZONE: C-1(COMMERCIAL HIGHWAY)AND CANYON PARK NEST PUD.L7z 3BC / NDOK, A 4 3.COMPREHENSIVE PLAN LAND USE DESIGNATION: MIXED-USE. °T f y� G B GNq S/gC C / olCv Q M� n Rb69g A �/' Gf f / 0' 12"TREEl mICV 4.EXISTING LAND USE: ONE-STORY 6,232 SQUARE FOOT ONE-STORY OPERATING"OUTBACK STEAKHOUSE" YIE 1�A9M®I / / qC'pAVEMENT�'�� Q o� �' DfCQRgRD�) o't� ;(r / R ,p RESTAURANT BUILDING WITH 52 SURFACE PAVED PARKING SPACES. j X1�x a P CC,IC+ PROPOSED LAND USE: NEW IN-N-OUT BURGER SIT DOWN RESTAURANT WITH A DRIVE-THRU LANEPERM Q vM U P� z 5 3 ;' �o``'^4, � _'°• W�?v htioy 5 32RlTQ g OM Pq LANE AND FOR HOURS OF OPERATIONTTED IN CITY ZONE.A SPECIALU AFTER R O:OOPM ESPECIALFOR USEAPERMDIVE ITS(SUP) ~ l u Y PRDgUL /� N 27 O p t� 4 �t� tom.ro to •6 WILL REQUIRE PUBLIC HEARING IN FRONT OF THE PLANNING AND ZONING w 0_ I COMMISSION.A PRE-APPUC SUB MEETING MUST TAKE PLACE PRIOR TO THE O 00 f \ 9 e tM °L( / h Q //�t of aQ : 16,g• LAWN SPECIAL USE PERMIT(SUP)SUBMISSION TO THE CITY. � Z Z� om x M 8 0 7 D'cr ° e'i zoro`� o s (D'M , p 97.5 (15'MIN. h q• •¢sZ• / V q fqq 5.PROPOSED SCOPE 3, WORK: ¢ J N PRONTBSL) ? aatio s aft PA r B�) ¢ (A)CONSTRUCT A 3,887 SQUARE FOOT SIT-DOWN(84 SEATS INSIDE)RESTAURANT BUILDING,A 27 VEHICLE m 1p E LONG DRIVE THRU QUEUE AND AN ONSITE 24 SPACE SHARED PAVED SURFACE PARKING LOT. LLI �j _ �rn^ N ,r�t/ �. _ `/ ♦ 2 wU'� 2 SDMH 8"TR X'S" //RR 71,v' o F .p51TORS "�' :'. 7 2 / AND 18�IyC'CU 6.IN-N-OUT BURGER URBAN BUILDING AREA=3,887 S.F. v¢� Q Z 1"iQ GUT RB DETACHED COVERED PATIO STRUCTURE ROOF OVERHANG=736 S.F. O TER COVERED TRASH ENCLOSURE ROOF OVERHANG=584 S.F. ¢ (U 7 RB W INDOOR SEATING=84 SEATS,OUTDOOR SEATING=28 SEATS(7 TABLES) m U W LS mICV OUTDOOR SEATING AREA=50 S.F.EACH FOR 7-4 SEAT TABLE(350 S.F.)PLUS 20 S.F.EACH FOR 0-2 Y Y O U SEAT TABLES(0 S.F.)=350 S.F. ~ a U HDWL ¢ a J J o ~ A p 0_ H W H PA a 7.REQUIRED PARKING: 1 SPACE PER 100 SQUARE FEET OF GROSS FLOOR AREA(3,887 S. =39 SPACES Q J � y' 16"TREE PA PLUS OUTDOOR REATCALCULATI AREA(350 S.F.)=3 SPACES WILL BE INCLUDED IN W I ZO W.LL ¢ =Q GROSS FLOOR AREA CALCULATIONS FOR A TOTAL OF 42 SPACES. 7 Z y 0] W F Z z a / L=32.59 a 4-20 o pa' � 10 8.MAXIMUM FLOOR AREA RATIO(FAR)=NONE FOUND.FAR PROVIDED=0.10. Ic Z Q - 3 O \ :.. :: '' ..5�' ' � 9.REQUIRED SITE LANDSCAPE AREA=1,221 S.F.(3X) L 4 � " \^� u'p �• � 9 / � h �� 10.LANDSCAPE AREA PROVIDED WITHIN PROPERTY=7,044 S.F.(17.3X) �W E AM a :y or pq 4R 16 11 / `. a� MOW STRIP 11. IN-N-OUT BURGER PARKING SPACE DETAILED SUMMARY TABLE '� AMP 10 W LAWN p DESCRIPTION EXISTING REQUIRED PROPOSED O� Q IC V N/P p 12 / PA 1 9,ggkfS PR 1.STANDARD SPACE(9'x20') 50 40 17 ■ 91 2.ACCESSIBLE VAN SPACE(17'x18'PLUS A 2'VOH) 1 1 1 Z/ pJp W Z m (, 24'g5•p0• } �� qJ2 C Nn Mo S/GA, /,V ■ op o 3 r? 00• ♦e '%:?> 0 9mm N/ � m 3.ACCESSIBLE SPACE(17'x18'PLUS A 2'VOH) 1 1 1 � p o� 2 - „ y ;_;. P c^7r.t o CS �`° `�' 2 a ��:? mho � a C+7 �"� "\� v �r :p��v 4.STANDARD SPACE(9'08'PLUS A 2'VOH) 0 0 5 p `� PA ci Ra HN Z o lo0 ~ tie `�^ p <+/ Og' ":::' 2 LAWN ICVm PA 5.TOTAL 52 42 24 `'�3� 3 CURB C l r'v\ 2 Q M gSSy :;: :: A.' .:: .;::.;.;. "?�.� (c0. M� mICV 6.IN-N-OUT BURGER DRIVE THIRD VEHICLE QUEUE(20' 0 5 27 CONC. t W QRD JL CM �4v: Q SDMH 3 o pNv y t3' co LONG INOB VEHICLE) u l C G 7.SHORT-TERM BICYCLE PARKING WITHIN DESIGNATED 0 0 4 n� 6„ 02� sue? c�=O BIKE RACK c. CURB 1� o \ F,oJ� '1 Q,CON 12.ALL NEW SIGNS SHALL BE APPROVED BY A SEPARATE CITY PERMIT. 2 / v LAWN coV J -� "�. / RAMP •"•R MP 24 (AVe P 2J' PA MOW STRIP k 13.PARCEL ID: PORTION OF RPT06190010080 TOGETHER WITH A PORTION OF RPT00097345422. �I o� 4 W SP PA C 4 fC BUTT 14.EXISTING TREES OEES TO BE PROTECTED=37. ul GONG SO CL PA S� a <7 Ag fCge T p ON P OFFSITE 0 SITE STREET TREES TO BE R IN PLACE=EMOVED=0. 0 h LAWN IV 2 CpNC / TOTAL TREES TO BE REMOVED=37. O a m CONC \ J \V 0" S/OFyq 15.EXISTING LANDSCAPE AREA ONSITE=8,402 S.F.(20.6R) Clu C a a a a a V� SiOFWq s k RAMP ":r GONO 16.SITE PLAN SHALL MEET ALL ENGINEERING AND NPDES REQUIREMENTS. ¢ mICV /r N '\� 17.VEHICLE PARKING AND ACCESS IS RECIPROCAL WITH THE PROPERTY IL THE NORTH: J \(`� SL REQUIRED PARKING FOR"SWIG"AND"MO BETTAHS"RESTAURANT BUILDING AT 2015 BLUE LAKES BLVD. 14 SPACES FOR 1,361 S.F.BUILDING WITH DRIVE THRU LANE("SWIG") 4'TA EPM GIM LAWN 4 pA 26 SPACES FOR 1,920 S.F.BUILDING WITHOUT DRIVE THIRD LANE("MO BETTAHS") Z �I of qS�TIR ), 3 SPACES FOR 7-4 SEAT OUTDOOR TABLES(350 S.F.) W 5'TA L EC (l o \HOST T SJi TS WV 1 SPACE FOR 2-2 SEAT OUTDOOR TABLES(40 S.F.) C Q `v i;_2'+JGN 44 SPACES REQUIRED TOTAL L fJf� LINE DATA TABLE p TS WV° CONC � LL Az 18.TOTAL PARKING BETWEEN TWO PROPERTIES AT 1965 AND 2015 BLUE LAKES BLVD. W 86 SPACES REQUIRED J NO. BEARING DISTANCE OON \ Iz-O 86 SPACES PROVIDED r Lt N2254'09"E 2.00' L2 N6333'11"W 3.43' SHEET INDEX OF CITY ENTITLEMENT DRAWINGS H L3 N49'00'20"E(R,PRC) ---- LAWN �Q NO. SHEET TITLE L4 N3570'46"E(R,PCC) ---- EX.1-STORY \ C30 CITY ENTITLEMENT NEW SITE PLAN W L5 N64'00'00"W 10.17' "JOHNNY CARINO'S" W RESTAURANT BUILDING a� C31 CITY ENTITLEMENT EXISTING SITE PLAN w L6 N89'22'42"E 8.56' 1921 BLUE LAKES BLVD. V_ CURVE DATA TABLE RPT 06190010010 a 7 Jv C32 CITY ENTITLEMENT DEMOLITION PLAN -7 L7 N22'25'1'51*W) --2' ®REA °ICV yG Rq,�� �B?,� �A O N N C33 CITY ENTITLEMENT GRADING AND DRAINAGE PLAN Q %\ L L8 N47'41'S1"W 8.32' N0. DELTA RADIUS LENGTH p: CONC \ \V /y� C34 CITY ENTITLEMENT STORM DRAIN AND UTILITY PLAN J v L9 N41'24'02"W 19.55' Cl 22'33'31" 25.00' 9.84' ��`V Pogy +C �/ 0_ 110 N86'05'57'E(R) 5.50' C2 13'49'34" 35.00' 8.45' v 4'A C35 CITY ENTITLEMENT PRELIMINARY STORMWATER MANAGEMENT PLAN (SWM) SITE PLAN L11 N08'52'01"E 56.58' C3 09'10'46" 450.00' 72.10' C36.0 CITY ENTITLEMENT HYDROLOGY STUDY MAP - EXISTING CONDITION DRWN PROJECT NORTH TRUE NORTH C36.1 CITY ENTITLEMENT HYDROLOGY STUDY MAP - PROPOSED CONDITION L12 N81'05'14"W 271.52' C4 26'37'18" 16.80' 7.81' x� CKD M.S.L L13 N16'58'45"E(R) ---- C5 05'27'11" 432.00' 41.12' PA LAWN >� 0 10 20 40 60 C37 CITY ENTITLEMENT TOPOGRAPHY SURVEY MAP DATE 04-01-2024 L14 N07'29'45"E(R) ---- C6 37'29'59" 112.00' 73.30' m J o ✓ \� C38 CITY ENTITLEMENT BOUNDARY AND EASEMENT MAP 7'TALL MULTI- NANT \ v L15 N81'05'14"E 24.96' C7 12'46'04" 117.50' 26.18' MONUMENT SIGN cv6 SDMH J GRAPHIC SCALE /DRRA/WIING Lib N12'16'30"E(R) ---- R.SHUTO F � ,NY W LK ' /Y.� SCALE: 1"=20' LLP.1 CITY ENTITLEMENT LANDSCAPE PLANTING PLAN / jo CV WM 'V' BUTTON �V ` 3 JN 2 3 016-23 016 C30teneP PA r, IMH D O PARTIAL LEGEND s�D ELECTRICAL SERVICE FOR I L EX.22'TgLL 1_ REFER TO THE BOUNDARY MONUMENT AND SURVEY CONTROL POINT DESCRIPTIONS SHOWN ON QO��VGEN$F�G'yF "SWIG"AND"MO BETTAHS" I �9�°J SWIG AND STORY 3.300 MO BETTAHS" H q SHEET C38. 4 PROVIDED FROM EPM IN IMH BUILDIN S F REST G LANDSC STRUCTURE CTUREE AREA ST OF ` h I SC 20 SSTBLUE KING SPgI CEBG ® J /RA T © REFER TO EASEMENT DESCRIPTIONS SHOWN ON SHEET C38. QQ$QQ O v LAK / INOB IN-N-OUT BURGER. T VACANT LOT 1p RPT 0 6190 0100 7pLVp, qTF OP t' 2005 NEILSEN PT PLACE PA n I A 1 / R PROPERTY LINE. RPT 06190010060 20 ®24 PILLPROPOSED INOB LEASE PREMISE LINE. / P CONC UE UTILITY EASEMENT. N CONC. E1'ELOPER IN I PA PA PA w N SIDE RPT MA,' / PRDAUL PRIVATE LOT RESERVED FOR ROADWAY,DRAINAGE,ACCESS,UTILITIES AND LANDSCAPING LAWN ST P w WgLK 3 1 6�95 SCR 000973454'2 o I PA PURPOSES. a m� \I1IIII o O SIGN P D P'Pq C I' �amIcv LUASDE PUBLIC LANDSCAPE,UTILITY,ACCESS,SIDEWALK AND DRAINAGE EASEMENT. I� o PSE PUBLIC SEWER EASEMENT. �1 V ��- PA h PA �1 SD�, �� RPAE RECIPROCAL PARKING AND ACCESS EASEMENT. x 5 Q MH (Ll PA / / -� PA P "� CLEE CITY LAW ENFORCEMENT EASEMENT. P�A / MOW STRIP CME CITY MAINTENANCE EASEMENT. N a N TX 20 M MOW AS ACCESS EASEMENT. PARKING LOT Cq �Q ( H / STRI Z FOR CANYON PARK CENTER a I / OPEN REA RECIPROCAL EASEMENT AGREEMENT. O 1925-1965 FILLMORE IT LAW U ',¢ TE / W Q RPT 06190010050 J v EXISTING LANDSCAPED PLANTER AREA ONSITE CONSISTING OF 8,402 S.F.OR 20.6%OF THE W y N PA GROSS SITE AREA. Z Q LIS 10.5' 4 / n z SLP W "EN RIN REq 31A a / ,o N80.36'25"Wr W1G"DRI h4 ICv. TWIN FALLS"SIGN 5L THRU SIGN 2 0 W O y \ O R 9' P I 7'TA a¢ PA J PA 3 SIGN 0 I PLL �- Z ICV. 0 5E L 3678.84 / 248,51• \w QO CURB S I 75. 6 ICVm o 30'GUTTER CNODNI 8" I L12 E 3616.10 SC U 91 LP O R/WR LUASOE 3618.99 SCP �" / U nN Q2" LAWN 3 44'y STR1P w h oo 2e .f MOW wn�mn PA f:• e� PLL .: 4 PA o� MM M PA� 6• •A 121' r _ :pk ®/ oIcv 4 Z IFFIuIInT�n1 O CONC. ®ICV u _ a YIE 20' -ROH- PA U) ¢Y¢ Cn CLEE,CME L 3618.88 SCP �( w O o0 Z ti ,.::i. LAWN Z Q N PA y AND VISITOR'S :p:A: I"° - EX.20' 2.0' CO Q J W f^ ..[.....,." �� D 18"GU CURB O Z CONC. VJ J CENTER SIGN o� C)pTALL 1_ AN NC. � z J W y STEAR OUSEL RES�ACKY LA<A ER ,J 03 (U w A 0 96 (6 232 S.F.gURANT ''�::::::: :;:::, m W y LS ¢O �YY� O LA J6 `L Y RPT KES BLV of 'o::::.. ::::� mICV 06190 080 D } _ o O10 :.:/.::. ;� "CV �Q J J / o o OPEN vG'i 0' :: :.. ICV HDWL J• Z TE : o 2.0' : .. PA U Z Q ¢ Q U L=60.09' O R 04'19'1�• �;. 0 7 Z Y m W F f Jul PA W I O J LL 2 Q J Z N Z N 4320 CO Z N L=32.59P u \� _ 9':: :.:::';':::::.. Ic I Q10 ?i O 0_ZU� Sco 6= _ PA Q N V CON '� y C — _ ro PA n �'r I � � '���:::::: ::::::::::::::.:::.�;'+%:: MOW STRIP E w ICV LAWN P Q ICV U.............:.:.......:.,.,...:.:.;.;.,. .:.:::...:�':.::'� ,,��+,��1 Ak ■ PA w w Z ® SL '<O.. P ■ � S/GN N U 2 i.\ \~ �µ�� Z PA 2 �Rg4p0\ �30� \ . HN LAWN PA CURBC (l MH W® 2rQ� 7BSSg. %%':.: :' ':`: (Q '1 mCV Q�pPO OME � CONC. �� N� 6"Col E-c CURE, LAWN co e/ u J -� "'c,. RAMP "'•R MP MOW STRIP _ 2�4Q �� 40� /4 '3,.:: 4. PA BU SP PA (� W hui SOEwP K - U PA 47 fCgB fCge ON P Z ILL V \ W i Cp J P V5 LAWN 44rJ C UQ \� N�S/ S O \NC H• \ Wvs 0 DFWq< D W� a a a a a J [�� SL Z Q J 4 TTA EPM GIM LAWN Q ` AS W J E TER TS Wv LINE DATA TABLE s'TA L Ec ,Vo Sr r iS,>�./GN � NO. BEARING DISTANCE P TS WV CONC -z' W Li N22'54'09"E 2.00' L2 N63'33'11"W 3.43' L3 N4nO'20"E(R,PRC) / 0L4 N3570'46"E(R,PCC) ---- LAWN W Z L5 N64'00'00"W 10.17' EX.1-STORY L6 N8922'42"E 8.56' " EX. CARINO'S" �� CURVE DATA TABLE RESTAURq r BUILDINGa� L7 N22'25'S6"E(R) ---- 1921 BLUE LAKES BLVD. V F VJ L8 N47'41'51"W 8.32' NO. DELTA RADIUS LENGTH RPT 06190010010 mICV GQ R ��r Jv N N L9 N41'24'02"W 19.55' Cl 22'33'31" 25.00' 9.84' ®REA : q'b C `?B O Z /\ LIO N86'05'57"E(R) 5.50' 7 13'49'34" 35.00' 8.45' �o. .q ONC' \ J v L11 N08'52'01"E 56.58' C3 0990'46" 450.00' 72.10' 9yA �co 0- L12 N81'05'14"W 271.52' C4 26-37'18" 16.80' 7.81' 0 z DRWN LI3 N16'58'45"E(R) ---- C5 05'27'11" 432.00' 41.12' o PROJECT NORTH TRUE NORTH CKD M.S.L L14 N07'29'45"E(R) ---- C6 37'29'59" 112.00' 73.30' PA LAWN DATE I 0 10 20 40 60 DATE 04-01-2024 L15 N81'05'1-E( 24.96' C7 12'46'04" 117.50' 26.18 m =f✓F' Lib NN81*05'14 E ---- 7'TALL MULTI- ANT IC \ MONUMENT SIGN cv5 SDMH J GRAPHIC SCALE DRAWING R.SHUTO F W LK /}.� SCALE: 1"=20' C31 ICV ��� BUTTON �V UN 23=-23016 C3l-p v II II y"' EE ss cIMH r 1 0 I 12 So /I PARTIAL LEGEND \OVAL ELECTRICAL SERVICE FOR 1760 PA 16.70T 75.6 TC L J EX'22'TALL 1 7�- I 1z.56 OC al LIMITS OF 40,704 SO.FT.(0.934 ACRES)ONSITE PLUS 308 SQ.FT.(0.007 ACRES) QO V\GEN'4FOy"SWIG"AND"MO BETTAHS" 1>Jg TC 3 15.56 FL I •SWIG•• STORY "A 77IN. ! :• OFFSITE DEMOLITION FOR NEW SITE IMPROVEMENTS WITH A TOTAL OF 41,012 SO. PROVIDED FROM EPM IN 1S2J/NVOG o24 EG 1'S+GIMH 3,300 AND MO BETT c t 0.942 ACRES LANDSCAPE AREA WEST OF 1 SF REST AHS ® l J l ( ) 2�320 STRUCTURE ` oz BUILDING Wry A""" v q 6'•S o ONSI7 n'62 EXISTING / / 38 ONSITE TREES PLUS 0 OFFSITE PRIVATE TREE,ROOTS AND LIMBS TO BE REMOVED I REE in E PARKIN X PER CITY TREE REMOVAL PERMIT FOR A TOTAL OF 38 TREES. VACANT LOT �V/ 1 76 FG '9 76.06 2015 BLUE LAK SPACES 2005 IN ILSEN PT PLACE ` PA 16 I 16 01 SCO RPT 061900100 0`w A / 99�TF OP 1�P O� RPT 06190010060 166 1 4 TC n 1$41 TC I / 73.48-L *S-X-WABANDON IN PLACE EXISTING UNDERGROUND UTILITY AND STORM DRAIN PIPE WHICH 76, 4 TC G 2p• EG 15.88 TO 13.10 F (IJ_ 6 C 24• i ®/ e / L 23 L �� %s-XCTNF ARE NOT IN CONFLICT N7TH THE NEW SITE IMPROVEMENTS OR REMEDIAL GRADING. ro^ P C R i6 EE m� CONC 16.75 FF PA w ^ I\ 13.80 �'/ Il s5g Tc o \\\ �Z N CONC SIOEWgLK RPT PA 0009�384A FG '- Iw�l PA 15.52 EG -� \ AC 14.16 TC 2 EG / N 4 LAWN ST P 3 1.95 SCP 2 13.68 / r / Ip"� 0 0 SIGN yo �! 7j 76. EG I 7528 FL ICV � 15.83 T 15.09 1490 CN a 1256 C r" T 766g FTC II _LPE/- TY / i.37 14.61 FL PA 14.42 L b 1351 TC 1 M \ I \ 4 / PA 19.77 SDMH S J6, PA 17.0 TC ss °j `LPE P \ e 4 73 ^� I \o / (j Q_ o -165 s7J 24 // 14. / // ? Z" p 17.45 iC FG 16.87 SMH i \ / 4�46 14. MOW STRIP 17.02 FL 08.1 INV 633 / ^` X \ 1 EG 9' PA 1q.06 C 20' .0 0"TREE / )71QW G TC 2 � _ TR PARKING LOT (n �2 , 81S\ 15.94,{C m (3615)_ 7q.5FL E (`�s4 ^� - S / 11F (7j,8g FL n�/ Mry FOR CANYON PARK CENTER a 2 _ N TE 7 /3 C6 w\ \ /r W 1925PT 06 FILLMORE ST LA V �¢ RPT 06190010050 �I S �- s Z � SLP W EN ]3 � a RIN V „ I T S SIG 5 RE 3 J ti:i' -• \Qy7 � cv TWIN ALL/ 1 ... PA ::•::...... vC _ v�i< Ru cN n w Il \ n C............ TH 17ss ........... .... l \(36J 25"W R 9' 15.23 T e� 1 II / 12.za'FLc $ o 65 T REE I AC .......... JJ J59` PA M P 78.77 FL i gFG �� 6AC 14.78)FL ............. TRU 6i. ....?iE:S?:c::... `. 8" EE W ) I' / � Q K RO 78.20 0 C ...::::. ... LL \ (3 (361 I r(0 w SIGN 18.fi i P � / � p PA O L 3618.8 18.21E 17.68 .... .. E ^ 6j6) 16.19 TC Eo o I // Z IC m v1 E 4 \ o / '.7.4 248.81.16.17 q 1Y7�AC h 4 0 cu o u Re I v ICV o 30'GUTTER ND 18" Ai ��\ ^^ ^ e co ••'L'f.2:i::::....... 7.iEC E 3616.10 S ,o I � l 1291 7 �V 0 II .n (367 0 2 C m � 50 qC 7 � ... ..:::.6•..... I I �/ ls. as W 18.95 TO 18.49 TOG2 15.1 INV.E,(15.0 IN W 12"SD JS'7)INV,G R�W:R LUASDE 72"Sp 19.22 TC E 3618.99 SCP O 18.82 \ ' h1 Al / 18.35AC 17.50 AC 1728 AC \ LAWN 7282 F� a €o c o y 9.32 TC Nw4 w I / \ 18.0 qp(3618�-__-_- g 4,t>r I SiR\P ^ NQ°k�m 18.8 L ) JJ 1 -MOW w i■■ w wb N PA P oS minwp I -) WALK 8.87E p" S 18.93F �� J :. \ PA o� 11' 0':.': � _LP PA� U Pcv 18.0 G ICV ry 19.82 TC v '•'"'� 9.03) 20' L __GONG �- _ PA 79 p /� \ YIE o PA 19.37 Z p[4 Q U 25' #"S /7 1„GM 88.2' �-_� � ,°pN ^`O``� � •�' �-�3614}-_ -- PRO ,� AC 19.44 FS 1 ^^79.03 TC° Fo:::' 1'j 8FG PA I < 14. 0_CLEE,CME Y� zm �N: 13„09 G / L 3618.88 SCP e 18.56 FS ^ I I 13.59 FC w O 0D 0 20.17 TC 19 FG y Q 18.9 qC U 360 n LAWN I � Z 6 2 N' 1 Z �U 3s2pJ E TR 6�Gh iO / Y \\ 918 FS wRa U ^SPA rN l _¢1 I (12.71N DMSE L� aN w IL 3 m oo I I 61N.S c 5 9� 6,91 / Co 78.9 qC I 4,o i11 I.LI �rn^ y ND VISITOFL •. ,,w .�5 F\ EX.20' N2.0'� ��� � 2 I (10.51NV. EX.�CONC. v' wJ EN m S1T9E6A5K HBOL UU,SE"L`A`S O.FU.)T ABAC K 5- TER TNG AND lCo NC.CUR B ¢>LLl OPRA GUE FO 2FTC/ 0 i� J¢ C wZQ Ot�w Y Y O a2 1i p ,Ro, '� m"' Y RPT 06190 KES BLVD m I I / O o o ,o, Op \ 010080 19.44 a ICV// N o Rd0=70'S4 8.'1'0999'1"$a L=\ I II I II IC ^ V 19.4 - PA �J3gp zS o /y 14.54E7 C U0_9 Z Q0' PA 7Z mLLJ oW =4 IcL Q - ¢3 QN FUU Z O �U l5 W n 2 FV pM A 0"T CONC,_ ST z0 PA w I p3 0.888 TER E 'R _ 4 �`? �Oo I I M RIPOMN J¢JO FTC W o MP M 10 2 19.32 FS 5 FG \ 90 W LAWN O a 0, ®ICV F G R m ^� �4n ._ O. f ....,, LAWN 6"� PA w ICV N�2445'Q0. rvNQ R .. 2os �/ Higi STRIP FG `Yo, � �' 185�' \ SL TfO.. P �/ 0] \ \\ JJ601 S/GN N ■ 18.68 F5 \\ \ m SSJFTC Z QU _ U T 22• W h N ,y S v G \ ��\/�( C p yo PA CJ �Ra ry4Jn y� ti4� 2pSJ h CV 2A5 �7 �0�� ,..,_a J� ryo. 3 F 2 LAWN PA CON 12"gD c> \ o'o ♦ A �0 4/ I �MH ICV® 5 1� 1 C. 21.74 SDMH � `V o� 2 2 T@ JQr`I�/ W RE WV 2 ti S S' :.. 0 3650 \ 2'•p (1 B.O INV.IN �,��� J Jg nn, 40l 140}MV. CV QPJL ME Q .9 INV.OU7o CONC. 2\o.o� •C)y '::.:.R m'^. .:�� � G,�•' hCONC. � ry �V� � wv S ': ....� S��V:.:' SF! 6'CONC O 169 F 4 ti y CTV�� 2„G 24,2 �/oG 8\ �J V (3s7p ..�725 STRIP LAWN /0 .-,.,. RAMP R MP �'u 9K�C zk P a /3 0 �3• 19. BS ti pq M W kW S �tY F( Wo 4 44Z \ BU l SP y PA W /OO SOF-wPVK - " P\ 'ay <7 jP0 ECABT TTON 1 C N LAWN ��n� Q ti� COA,CCTV TSC \ TSC O VJ \4�o CONC \ \V 0yV �oryh`RS S/pfW P 16. JJJ S9T cc w D \ q< 19.4 S s�C LU a<<<< �L ^off SJ y k 4g ~ 4 qCV f6,q N � ��h yo nook o _� RAMP ": CONC J �.. 4'TA EPM GIM LAWN E TER (1 h ApS \ NS 3 TS 9J J LINE DATA TABLE s'TA L Ec �o \ r r `T EL NO. BEARING DISTANCE Q, 79 .H TS VV OON �` W Z L1 N22'54'09"E 2.00' 7j 3a9TC _. J C � J L2 N6333.11"W 3.43' CpNC�Gy TOG, \ 2W\ O/C O L3 N49'00'20"E(R,PRC) ---- Sipf 4 L4 N3510'46"E(R,PCC) ---- kq<q-LAWN 3 (1, / �Q J L5 N64'00'00"W 10.17' W L6 N89'22'42"E 8.56' EX.1-STORY \ CURVE DATA TABLE "oHNNY CARINO'S" Q �P W C L7 N22'25'56"E(R) ---- RESTAURANT BUILDING a J r L L8 N47'41'51"W 8.32' NO. DELTA RADIUS LENGTH 1921 BLUE LAKES BLVD. V C K 06190010010 1Cv o R \ @q •Z` Jv N N ~ L9 N41'24'02"W 19.55' Cl 22'3331" 25.00' 9.84' RPT® � REA '4Aq a@. / 0 Z /+ L10 N808-52.01-E 6.58 C2 13'4934" 35.0' 8.45'.10 p0 C0'1'C \ ob 1 v 111 NOB'52'01"E 56.58' C3 09'10'46" 450.00' 72.10' hory Po�g4/A ��/ 0_ L12 N81'05'14"W 271.52' C4 26'37'18" 16.80' 7.81' G N, \ h L13 N16'58'45"E(R) ---- C5 05'27'11" 432.00' 41.12' N PROJECT NORTH TRUE NORTH DRWN L14 N07-29'45"E(R) ---- C6 37'29'59" 112.00' 73.30' xw p Q" CKD M.S.L L15 N81'O5'14"E 24.96' C7 12'46'04" 117.50' 26.18' PA ?23 LAWN zz 0 10 20 40 60 DATE 04-01-2024 Lib N127630"E(R) ---- 7'TALL MULTI- NANT IC JSO.yy Q� MONUMENT SIGN J J GRAPHIC SCALE DRAWING cvi R.SHUTO F I ds , W LK /}.}✓ SCALE: 1"=20' C32 CV BUTTON �/ UN 2ao1e-a9016 p2cWiq \v I g 755 r1 / LEGEND LOC INOB LIMITS OF PROPOSED CONSTRUCTION. \ONALf PA 15.EC GIMH I CO ptCFS GEN$NG'7y )76p 16.10 T 75. L J I 1256 I ® NEW 24"x36"CONCRETE DRAIN BOX IDAHO POWER ELECTRIC PAD MOUNT 20pS VACq 1J)B TAG 15.56 FL .24 EG 155 "SW G.22 TgCC)_STORY H�_ t OG INLET PATH A FLOGARD PLUS FOSSIL TRANSFORMER WITH BOLLARDS. Q Rp NE)LSE T COT GIMH z 3,300 ANO FILTER INSERT FOR THE PRE-TREATMENT T 06 N PT S F.RESTq AH OF STORMWATER RUNOFF. ❑TR PORTABLE TRASH RECEPTACLE ON A MINIMUM Z0320 Ig00)OO pCACE / 4 REE I �' BAINDN p Pp 62 EXISTING I / / 24"x24'x4"CONCRETE PAD. 6G 1 y i6 p y / 0*a PROPOSED INOB INSTALLED AND NT .10 i6. 2015 gRKING SPD CES ITE o / MAINTAINED 22'-6"TALL FIXTURE HEIGHT NEW CONCRETE SIDEWALK. J PA 16 2 TC I 7601 TC BLUE LAKE a A I / UGHT POLE ON TOP OF A 30"TALL 24" 9p 16.64 TC ) 4 G 2p• 15.41 RPT 0619 S BL VD. M O / 13.48 TC 11. N E 66 DIAMETER CONCRETE BASE FOR A TOTAL BOUNDARY MONUMENT AND SURVEY CONTROL D.P HEIGHT OF 25'TALL MAXIMUM. 001007 o ^ 76,75 F 24' EG 0 115.88 TC ®� d/ 13.10 FL (11.23 CC �� O POINT DESCRIPTION SHOWN ON SHEET C36. L` CONC. 16.75 FF Ia )12'Sg TC �` \ BLACK TRUNCATED DOMES 17 SIMPLIFIED PLOTTABLE EASEMENT DESCRIPTION N P C R 16 EE m / / °'°®°°°°DETECTABLE WARNING STRIP. `ANC, E\'ELOPER IN F ' PA C PA \\ a8'OA 792 E PA \ SHOWN ON SHEET C36.SIDEVEHICLE DETECTOR LOOP.SIGN WgCK3i0Dg73-42 ,tea ad G 74.)6 TC > \ \ pA F -, PAD WITHRUMBRELLA STAND.RETELAWN ST P 6�95 SCP .2p TC 15.79 7C P __ IC PROPERTY LINE. ^ / / OfiT 129 �¢ \ e V\ / il'73FC R 24"WIDE MATTED INGE ASSOCIATE WALKWAY Yd A (16. EG �� 75.28 FL 15.83 T 15.09 14'90 CN a ) 6 C y \ / / Q a 1733 I Wn _ i.31 i 14.g2 y 73 257 N \ o / / m NEW 3'TALL 18'x24'LIT'DRIVE THRU' CONSISTING OF APPROXIMATELY 274 SQUARE U 16.8 TC � \ T9' 4.61 FL PA L 5)TC y \ 4 PA FEET. � /1 9� � 8 FL W,, � •- Y,� Y / DIRECTIONAL SIGN. N o0 19.77 SDMH ^x ' _N .FE@ / I \o m PILL PROPOSED INOB LEASE PREMISE LINE. z Q T 1 RA y s PA \ � 36 }/ '"' _4y/ / / NEW 3'TALL 18'x24'LIT'THANK YOU,DO V z_�5q^�� ohm TC 4 7q 6 FC ^a /3 ^ / // NOT ENTER"DIRECTIONAL SIGN. UE UTILITY EASEMENT. Z Z V 11L_l=J 5 TC G J ,� MOW STRIP Q x o 17.02 FL 16.33 qC \ / / 6 EG 9' 14_ PA )4'66 TC `)' \ 0"TREE / i23 3 NEW PEDESTRIAN CROSSWALK SIGN. TY 2 TC 4Oq 20' ro TAppW \ ) PRDAUL PRIVATE LOT RESERVED FOR ROADWAY,DRAINAGE, 77.18 SM 1 \ o (3615)_ 74.5 FL �`j64 ^) STRI m 11 FG 17,8g FCC ACCESS,UTILITIES AND LANDSCAPING PURPOSES. U w Z m Z w FOR CANYON PARK CENTER \ / _ OPEN \ J NEW ACCESSIBILITY ENTRY SIGN. w LAWN J �� TE /42 �` (I/ r Lu > 1925-1965 FILLMORE ST 3617 L o +-_ )3 \ 5i NEW STOP SIGN. LUASDE AND LIDRA DRAINAGE EASEMENT.Y,ACCESS,SIDEWALK W w Q RPT 06190010050 m JOIN )I )5)0 3 / W 'I�' �- PA INOB IN-N-OUT BURGER. Z Q 367 '64 F / ;0 ¢ w � PSE PUBLIC SEWER EASEMENT. a¢ 5� •• L h U rn I SLI W EN RIN A 6 -(3616)_ ¢ RI y I �+ TWIN ALLS"SIGN 5L CF CURB FACE. J 0 0 REA 3 s N80' 25. _ WRU SI ;�.` .� I RPAE RECIPROCAL PARKING AND ACCESS EASEMENT. CJ XS� 1 6' GN 5 74 17.22 H J01 _ 114 28 TC ^'1 h� m IICV® I / 12,64 VON VEHICLE OVERHANG WITH NO FG CNCZ 3 OBSTRUCTIONS INCLUDING LIGHT POLES, CLEE CITY LAW ENFORCEMENT EASEMENT. `W�0 O Y JOIN 1 08.8)IN36jTJ. 101N0 0' 7 JO 4 14.78t PAY�y / C TREES AND SIGNAGE. w _� CME CITY MAINTENANCE EASEMENT ^ JOINT C'0"CE W101N R JOIN I„ /// PROPOSED 18"TO 27' ALL 22"WIDE U • CF a 3 1 Z90FS '�- I I T AE ACCESS EASEMENT. ( w z o PA 18.74tTC WALL 17.1 FL 16 o JO o Fo I / STUCCO COVERED SEAT/SCREEN WA q� CV, PAINTED TO MATCH THE BUILDING 0 REA RECIPROCAL EASEMENT AGREEMENT. JOIN A' N PA WITH A CONCRETE CAP. w O ICV® Z ROUTE SIGN K 'fi' Iy. 17. / 'v°aq., •:: i6. tF Wn. ., I QzQ � '';:tTZ:;:;:.: S• I My \\ Q A zs 1 TG ENGINEER'S PRELIMINARY ESTIMATED EARTHWORK OUANTIMES EX. (18.32 FL ^ SD I 6 CONC.CURB (3678) 2 / 1.RAW CUT(INCLUDES 250 C.Y.FOOTING EXCAVATION,STORM DRAIN 1,350 CU.YDS.AND 18"GUTTER In I F 8 /,G@/ � ':'._: :^: 8':.. .: s ) I m _ G0 G ��j`�;i� �' >:: 44P'$i=' Tq:i` 4 � / / AND UTILITY SPOILS I � r _; / a 1 MH R/W;R JB \ `^ 1'� 'l0' "°•3 // oy //g'33FS / �- Y j `f (UgSO I // / 2 COVERED ATR H ENCLOSURE SOIL REAUNDER IDENTIFIED NEW AS THE BOTTOM BUILDING 1.400 CU.YDS. OTTOM OF ¢ o 3618.99 SCP FULL OF MUD 19.13 TC / / T 0h N 4 8,q ^� �' 65GS;' j f I I M1 EXCAVATED PLANE(BEP)UP TO THE PAD ELEVATION.(9,500 S.F.) w O 8a E 18.69 TO " I 17.8 •.A' ay w'J3 6FS k e 8/> 4o O \ \ 6 13.78 T a a 8 e \LAWN 3.OVEREXCAVATE THE UNCERTIFIED LOOSE FILL SOIL 1 FOOT UNDER 900 CU.YDS. ?e =MOW THE PROPOSED PAVEMENT AND EXTERIOR HARDSCAPE SUBGRADE na ls- PA 18.8 L 1 T I 1 18? I WITHIN THE DEVELOPED SITE.(24,000 S.F.) Qo NE W YI619 ST O 6F / 10 8.>0 ."•i< \ U I �j NY 9.. A EEP PLL 1 18. FS � TC•'� �� 3,8g m 3678}_ 1g6 �� 4.TOTAL SOIL CUT eP RIGHT N 19.69 T 19.01FS I 3618 C(7 �� (Uq$ �� B N l w`� / Y PA o 5.RAW FILL 180 CU.YDS. 18.00E V �I IRAry SAY l e (3616 \ .?M' /3 LP PA NDOµ, ly:` \ ,:Q;0 4 13 j65FTC 6.SHRINKAGE OF RAW FILL USING AN ASSUMED 10%SHRINKAGE LOSS 20 CU.YDS. M MI C ®CV \ 7.RE COMPACT EXISTING ONSITE SOILS FOR THE AREAS DETAILED IN 1,500 CU.YDS. a (� O Z TC v I av##1 ICV \ ITEM NO.2 ABOVE USING AN ASSUMED 10%SHRINKAGE LOSS 7 �A9N®I l -0 o I YIE `PA 19 B / _ ._ 0 CU.YDS. SIGN 19 37 FL B�1 i 4y l >7 gFpO •� leg T ITEM NO 3 ABOVE USING AN ASSUMED 10%SHRINKAGE LOSS R \ 8.RE COMPACT EXISTING ONSITE SOILS FOR AREAS DETAILED IN 1,000 � Q PtL 6 ® 18.37F5 y. � %(• \��� ~4y OF� m`y � ^ -{3614)-_ _ 01 8FG PA I 9.TOTAL COMPACTED FILL SOIL. 2,700 CU.YDS. Q AUL \ .t. ........ y •T` 4iW 0_CLEE,C m `�''":I'':::I'. y m ,c // o // y " 4 ':�Y 1 / LC 10.ESTIMATED AMOUNT OF SOIL TO EXPORT FROM THE SITE. 950 CU.YDS. cr U OD ME � Zm �:': 7.':�:' LAWN F Z Z 0 20.17 TC $.J •�• Q / /. NOTE ): m F- rp THE GRADING CONTRACTOR SHALL BE RESPONSIBLE FOR DETERMINING THEIR OWN EARTHWORK m PA > L� J N W V o .6 IN.S QUANTITIES FOR BIDDING PURPOSES. THE QUANTITIES SHOWN HEREON ARE THE ENGINEER'S W � m f o�- �CONC. Ek.5"C ESTIMATE ONLY. J z qN0 ig°��TCURB �¢ O Z r6h ...:.;: / 158 FG 1 0 40 i74.45 TC TER W 20.70 FL v 4.02 F m aa55 ry1- Jp �.. 6, 1T.1 I ®ICV 1 ro" QU n Q / y U�1 In ®ICV �Q LL O Icv H O 0_w J �H s w h �ZomLL W _F �ms8'os^ o 20 H N ?a I Pa a d=04`I9'1 L=60.09' q 20¢88 TC ..1`s:. yy4y $... ' NS :;:::;;'.:;::.,._ C mo y`� 19.4 FG I � I PA N FL '9 •.0' �/ I �o� I (3613) I Q Z 3 N O R=4320$ I )4.L=32.59p CONC. PA n -'r1 � � '\',10,^0�0 � RqM � .gpTCo� `��J \ / 4 ^� �O GI � \ MOW STRIPOMH 42p FTC �� v q 5 ICV in oz Y3 h0 P ) "S(.$;. •,oh'H /` LAWN 15 5'y\TUN P O� Q PA ICV �24' J ;'00" n zm , n�4 m `r 200• ": p� LO / \ //607 GN N (S � 18.68 FS • oci J l 2z, �o.o \2.° 3y v Qy �. �. Q y / p� ^ p y PA U en�4 Q'm.�., S2 h 3.• 0 00' 4,To oh S(! 09• I / 21 LAWN MH\ ICV® 16. PA �11836 S0V \ 'CV CON \ h^' CURB C. " 21.745DMH W® ,V',�o. 2ce�,v IBS, ::. ....._.,;�: ::::::::::::::'...::::::::::. 4c I 140}\N \ WQ�OP OM,`c CONC. o Q,No'o ti i \�3618�\ \ Is SO T CONC. �'�' M CONC. �; !Ij O��o e �2•BS. ��'::�: '�:'�"'� aF0 I h 2 OQwCq P/S OE`N PVK W^ •ae°nU N No C`'9JTAMA�B 4 L LW\STRIP B RWAN. SLAWN UTTOK PA two jQ;'9S 9TcI C7 6766,g?6 FCT C �LAWN 0� aaaaa CV 00 C VV (3620)- T J 4'T EPM GIM LAWN Q s v 9 W Q Q E TER l 0 ry ACS 5'TA L EC ,To \ l T �"J`1 LINE DATA TABLE v B9>B � 32�IY rs W v ccNc I` CL � W ,ate Li BEARING DISTANCE CO OFW L1 N22'54'09"E 2.00' L V L2 N63'33'E(R, 3.43' qCK V c0 �O z Q L3 N3510'20"E(R,PRC) ---- LAWN \�\ / L4 N3510'46"E(R,PCC) ---- EX.1-STORY \ � t7. W MQ L5 N64'00'00"W 10.1Y "JOHNNY CARINO'S" �`DING ` l W L//yam� QM L6 N8922'42"E 8.56' 192STB UE ILAK SILBLVD. \ F v Q ¢ L7 N22'25'56"E(R) ---- CURVE DATA TABLE RPT®REA10010 ®Cv yc,Q Rq�� \B" !�/ Jv N N Z z L8 N4T41'S1"W 8.32' N0. DELTA RADIUS LENGTH o. CoNC \ �(? �O _j U L9 N41'24'02"W 19.55' Cl 22-33'31" 25.00' 9.84' �y`v Py d I- L10 N86'05'57'E(R) 5.50' C2 13'49'3e 35.00' 8.45' V yo \ 2 L11 N08'52'01"E 56.58' 73 0910'46" 450.00' 72.10' .1v DRWN w �C PROJECT NORTH TRUE NORTH L12 N81'05'14"W 271.52' C4 26'37'18" 16.80, 7.81' ""I y CKD M.S.L. L13 N16'58'45"E(R) ---- C5 05'27'11" 432.00' 41.12' PA 223 LAWN,,F'I F� 0 10 20 40 60 DATE 04-01-2024 Q L14 N0729'45"E(R) ---- C6 37-29'59" 112.00' 73.30' s =Cv Y TALL MULTI- NANTIll Oy J'/ J� DRAWING L15 N81'05'14"E 24.96' C7 12'46'04" 117.50' 26.18' MONUMENT SIGN cv8 N GRAPHIC SCALE L16 N1216'30"E R ---- , / v C33 () R.SHUTO F CV W LK /1+ SCALE: 1"=20' BUTTON �V JN 23018-9M6 C331eg* \ so - - - -I PA I � IMH 1 -Z SD LEGEND �LOC:]INOB LIMITS OF PROPOSED CONSTRUCTION. SS\GNAL� ELECTRICAL SERVICE FOR T7 /,; "SWIGD"MOBETTALTNEW 24'x36"CONCRETE DRAIN BOXL�a IDAHO POWER ELECTRIC PAD MOUNTPOVIDEDFROMEPM S " ALL 1-SHq7'7jN INLET WITH A FLOGARD PLUSFOSSILTRANSFORMER WITH BOLLARDS.LNDSCAEAREAWEST0 . •S•• FILTER INSERT FOR THE PRE-TREATMENT �1J o BUI RESTA OF STORMWATER RUNOFF. ❑TR PORTABLE TRASH RECEPTACLE ON A MINIMUM 20$'L0 STRUCTURE o $• LDING URgNAND pR 62 EXIG 24"x24"x4"CONCRETE PAD. �Q 6.06 Sc0 ARKING SITEE»o ROPOSED INOB INSTALLED AND T 2015 BLUE SPACES oMAINTAINED 22'-6"TALL FIXTURE HEIGHT ®NEW CONCRETE SIDEWALK.PA0' RPT p61 S BLVD. LIHT POLE ON TOP OF A 3TA24"20' 0DIAMETER CONCRETE BASE FOR A TOTAL F BOUNDARY MONUMENT AND SURVEY CONTROL Q PPOINT DESCRIPTION SHOWN ON SHEET C36. 24' HEIGHT OF 25'TALL MAXIMUM.BL CK TRUNCATED DOMES17 SMPLIFIED PLOTTABLE EASEMENT DESCRIPTIONNcolvc. DETECTABEO El°PER MAINT P PA HOWN ON SHEET C36. w NRPT 0345PA - DRVE-THRU CATWALK CONCRETEL�j VEHICLE DETECTOR LOOP. D WITH UMBRELLA STAND.PROPERTY LINE.m WAL WAY PETTED INOB CONSISTING OF U NEW 3'TALL 18"x24"UT"DRIVE THRU" ( y r -LPE TY. / ASSOCIATE PA "' / PA APPROXIMATELY 274 SQUARE FEET. m (A �" p DIRECTIONAL SIGN. =Oj O� 19.77 SDMH� `TLPE 4 ¢ 15.0 fINV. Top IG PA "T r �\ / "' m NEW 3'TALL 18"z24"UT"THANK YOU,DO PILL PROPOSED INOB LEASE PREMISE LINE. c"3 rn AND pRS >I / \ P 24 11 NOT ENTER"DIRECTIONAL SIGN. $• f 30"TREE LIE UTILITY EASEMENT. ? 333 Z ? 9' PA ^� ?MOW STRIP �' Q X o `6 h NEW PEDESTRIAN CROSSWALK SIGN. PARKING LOT ^ 1 / 1)P TY 20' M o MOW PRDAUL PRIVATE LOT RESERVED FOR ROADWAY,DRAINAGE, lJ U FOR CANYON PARK CENTER h 8'S OPEN STRI NEW ACCESSIBILITY ENTRY SIGN./ / S (n ACCESS,UTILITIES AND LANDSCAPING PURPOSES. I.i 1925-1965 FILLMORE ST LAWN LLI g � f T F ems/ W � Z I RPT 06190010050 LIJ A P LUASDE PUBLIC LANDSCAPE,UTILITY,ACCESS,SIDEWALK O�g d o TP(REMAIN, TE / 5i NEW STOP SIGN. AND DRAINAGE EASEMENT. Lw a 3 h 25.W PROTECT IN� PLACE PA INOB IN-N-OUT BURGER. Z 4 AE N PSE PUBLIC SEWER EASEMENT. � V a TWIN FALLS"SIGN CIF CURB FACE. _I o RPAE RECIPROCAL PARKING AND ACCESS EASEMENT. RSA 37A J SL 17 a = TyR�S Rl ICV VON VEHICLE OVERHANG WITH NO CNC Z n SMH > w GN 2 CLEE CITY LAW ENFORCEMENT EASEMENT. `LS O y O P a1' 08.8) V. y. m R ¢ a Tp•TA P PA TREES UANDOS GN GE.DING LIGHT POLES, I w 2 w � REMgIN ^i CME CITY MAINTENANCE EASEMENT. J ............ 46 56' A SD P a RO CT I pLgCE PROPOSED VE D LA TALL 22"WIDE qE ACCESS EASEMENT. STUCCO COVERED SEAT/SCREEN WALL :J PAINTED TO MATCH THE BUILDING REA RECIPROCAL EASEMENT AGREEMENT. z" Z ICy' 2'S 3 5 13. 17 ^' W1TH A CONCRETE CAP. v.Ito ROUTE SIGN ::{ I "� INV. f w s ICV o 30' 3 INV, i IP IDAHO POWER. U / 2 _ SCP CONC. �� ��� Tq.6O/T �� S ND 18' 1 N q. i 2"SD A, /?Sp 79.73 m 1 °i �"� // � I W " S 18.95 TC 18.49 TOG 18.69 AT I / 3.OR RISOEaRNPIPE.s.1 INv.E,(1s.G INv.w z^SD 1s.7)lN oG R/yR z. 3618.99 SCP FU L OFDMUD 12"SO :'{' / 11.00T0p/� NE,SW "T'4 ` w O a E 1 .4 fINV. OS.00INV. - ( ) I 04.00BTM 72'CSP P. LAWN ^^ €c e GRq ;1;• ao ii vE� P o - � / �2 R +I I T MOW PA NE W Y PLL 10 / n (2 ."•i= ,� \ •y � � _ Nr�r<a e' A K EP LUASID 3.8 E ,N' r/y1 2 � C >� ON5\0EWALK 2J \l V • • FA'TRq°ryM / Ra.AN) PAY /� �Wo/.go I PA C LP PA - N L10 •A. ^6 Q 'O Z �� 12"SD icv - Q PA �A9N® `Y INV.AT /33 gW� O W S! S SIGN /ry ,f�gl 1d JJ / 3.OR 2/N� �•Jmo ¢ .i( ..:.m. \l ¢ 18 P� � � 1J gyNV T C ei1•• �9g/Nl: 0Q2� ��0 R�P� QM U P UL LAWN RD PA Z 0_z $� W m <^ . \\•GR �[Ji2 //3 �N � � SD o`er � Q O.. �� £ I "• W //doge' x' �2 2�o h a - LL ¢¢> aN w j �F / y `r�T { />6 h • U.a 76��P a�C 3g)S9 PA o'Y /wR CON h R ORS n ¢` 2L'� 1jlaNV TO h WyW 00 q�.4/ /' I 8"TR AND °01VC 'R¢J C. 11 J NQ.PS\5\GN s m q S ii';`:ii i„':;'•': -Oh, y�� o D 1g.,GC CURS V� O Z W R = � g �Q 3` S RypE ICv m Y Y Q 101 // 07.5 o J• z 12/NV, WjM feR .R fTREE O 1$- PA =z W-J H WOJLL ¢ 2¢ Y o PA 7 Z Y m Z N F a d=04y9,1�• L=6 09' ' ;:j:; AOj�q p#Ok gs<EPM ACENT QFCFOpM n`0 OS '::Qi'::::::.:f.q JC W. q?lNV / �?08 0 N R=432 0 1 3 L=32.59p a XG 20• !y 3 1$W M �J:4f.�? S A VOC A O12,09 Z ¢10 3 O PA UU `O R y 4 CONC. O+ a h ro N A ?S 2 a C N v \ 3 n Ll ` LF g2 M W STRIP NK V U Z_ w R MN ac�S AMP W m ' / PA �O 9050V O� f LAWN RlS 173)tINV,R �<j .QJ l 2?• 12"W y0 0 432D/L ..�� V CONC. 12"SD coi `° o a <Q/g 2 LAWN 650k'N ICV® PA I C Rfi 21.74 MH WV 2Q� SS9,. ''."' 183;\NN' CV 5 1h0 (U PROPJ� CM G 91NV OUT CONC. 6• CONC. L✓L �h CURB a ti y �_CTV 2„G e �j0'• T2 /�S .5 �`i" m o LAWN /W 0 `'d. RAMP "°•R MP 2��" (/e�^9(• 17 N, P ?� at�� ti pA kW SP SVG SPA 5\OVj� 4ti 6 C BUTTO P 0 / GONG/ °° .CT T P O LAWN a -/• WV a S/pF V TSC O a °ONE A \ J \V yo Wq<K PF W a a a a a Iw ~o SOfW m r o RAMP • C° zr ICv J mw omm T Z Z 4'TA EPM GIM LAWN a Pq \ Z J E TER 1 h A°S TS Q Z LINE DATA TABLE 5'TA L EC �o \ r r 111 Q NO. BEARING-11 N22-54-09"E DI2.00 CE P " NS�'S322^N, TS WV C -1 Q L,L L2 N O'20.11"W 3.43' G ^ \ /?W� �O�C Q L3 N49'00'20"E(R,PRC) ---- L4 N3510*00'0(R,PCC) ---- FWq<A' .3 �� / ��Q Z LS N64'00'00"W 10.17' LAWN ro W L6 N89'22'42"E 8.56' EX.1-STORY L L7 N22'25'S6"E(R) ---- "JOHNNY CARINO'S" RESTAURANT BUILDING ^,�0.2 a` �/ O L8 N47'41'51"W 8.32' 1921 BLUE LAKES BLVD. \ L9 N41'24.02"W 19.55' CURVE DATA TABLE RPT 190010010 °ICV ^ yv R,y �84 �� �Jv N N F- L10 N86'OS'S7"E(R) 5.50' NO. DELTA RADIUS LENGTH 24 REA o^ Rr • °ON Q '` '^ L11 NOB'52'01"E 56.58' C1 22'33'31" 25.00' 9.84' Pog9 C' 0- v VJ L12 N81'05'14"W 271.52' C2 13'49'34" 35.00' 8.45' L13 N16-58'45"E(R) ---- C3 0910'46" 450.00' 72.10' o .1 v DRWN �C PROJECT NORTH TRUE NORTH L14 N0T29'45"E(R) ---- C4 26'3T18" 16.80' 7.81' Q- CKD M.S.L L15 N81'O5'14"E 24.96' C5 OS'2T11" 432.00' 41.12' PA"NANT , , LAWN xz 0 10 20 40 60 DATE 04-01-2024 L16 N1276'30"E(R) ---- C6 3T29'59" 112.00' 73.30' �? L17 N57-53'22"W 45.73' C7 12'46'04" 117.50' 26.18' T TALL MULTIS e , DRAWING MONUMENT SIG -ky , �•' GRAPHIC SCALE R.SHUTO F W LK /Y+� SCALE: 1"=20' ��� ICV BUTTON �V JN 23018-23016 C34teuH I II r, S D 12 SD LEGEND �owu PA I IMH SS ELECTRICAL SERVICE FOR 176p L H7�� 125� OGn I QQpF�"ypENgFD�yn. "SWIG"AND"MO BETTAHS" lg 1$T� ' �9�°-I EX'22 TALL 1_ G 'may PROVIDED FRO4 M EPM IN 2)/,VV G UMH 3W300 AND MO BETTAI{YS• ® -I l LOC INOB LIMITS OF PROPOSED CONSTRUCTION. LANDSCAPE AREA WEST OF ZO$ZO STRUCTURE H ` 1n ' SC BAWD NpRO TH E62 EXSTING I �� IDAHO POWER ELECTRIC PAD MOUNT TRANSFORMER WITH BOLLARDS. VAC PT BLUE ANT LOT 1 v 'o i6'O6 SCO pARKING Sp 0 ONSITE o g ❑POII9 '4T pP 2005 NEILSEN PLACE / PA .0 ' 2015 LAKE CES a A 1 / ❑TR PORTABLE TRASH RECEPTACLE ON A MINIMUM 24"x24"x4"CONCRETE PAD. 9,9D�OF TS��O RPT 06190010060 20, RPT 0619001pp7pLVD. D.P o � 24. ® / ® NEW CONCRETE SIDEWALK. -LOp R IN ' CONC PA °¢' / PA oho PROPOSED INOB INSTALLED AND MAINTAINED 22'-6"TALL FlXTURE HEIGHT LIGHT w N Sl ER MAINT / aaaPryryryA POLE ON TOP OF A 30"TALL 24"DIAMETER CONCRETE BASE FOR A TOTAL LAWN ST PEWA[K A' 3 16.95 SCP 09734542 0 ' II / PA HEIGHT OF 25'TALL MAXIMUM. ^ c o SIGN D n p 4� mICV PROPOSED 18"TO 27"TALL 22"WIDE STUCCO COVERED SEAT/SCREEN WALL o PAINTED TO MATCH THE BUILDING WITH A CONCRETE CAP. ( y� PA PA 24"WIDE MATTED INDS ASSOCIATE WALKWAY CONSISTING OF APPROXIMATELY =Oj 19.77 SDMH ' PA / 274 SQUARE FEET. Q 15.0 tINV. TOp PA '7 � a M �^ -� � 00o 0 AND PRSN P 24' 1' 30"TREE Z Q X G PARKING LOT IS• / Ty' PA Zo / MOW MOW STRIP h W LL N FOR CANYON PARK CENTER , / � STRI SWM LEGEND Z 1925-1965 FILLMORE ST LAWN LIJ ���jjj g (111777"' ,,, / p OPEN BET 06190010050 LU SF TE / OC O d I Ne0• W /I 1 4 36 $+ ® NEW 24"x36"CONCRETE DRAIN BOX INLET Yr1TFi A FLOGARD PLUS FOSSIL FILTER Lw y 1 PA INSERT FOR THE PRE-TREATMENT OF STORMWATER RUNOFF.SLP Z Q W "EN RIN Mj REq V TWIN FALLS"SIGN SL PROPOSED INOB INSTALLED AND MAINTAINED DROUGHT TOLERANT LANDSCAPED _I() REq J 2.g31 1 RU Rl M " ICVm PLANTER AND IRRIGATION SYSTEM ONSITE,INCLUDING AREA UNDER BUILDING NZ Z 3 .GB 72. TN SIGN 2 o ROOF OVERHANG(ROH),CONSISTING OF APPROXIMATELY 7,044 SQUARE FEET W 0 y O 5 31 17. SMH INV. ' PA (17.3%). w P TOG Io .. .. ........ ICVm h 2$ .941N 8� W 0 AND 78 C�uOR RB I INFlLTRA 2 q UNDERGRO ND SEEPAGE BED ON SYSTEM / � ` /z Sp 19.73 TG m 12"SD °i 18.95 TC 18.49 TOG 18.69 T :;{' u> / INV.AT '4 17.17fSDMH AT O s. Oc :x R 3.ox RISER PIPE. / DRAINAGE AREAS o' 15.1 INV E,(15.0 INV.W 12"SD 7)INV, 'R 3 12.00INV.12"SD NE,SW / C/1 / :.;: T3 r 18.82 SDMH 72"SD ::f: 6� / 11.00TOP/GRAVEL 8a 3618.99 SCP FULL OF MUD / 05.00INV.72 CSP PSD 4 ` 3 NV ID AREA(SF) IMPERV10U5(SF/�� PERV10U5(SF/%) w O E (t 5.a)tlNv. I 04.008TM GRAVEL 2 Jo \ S/ LAWN A 40,182 33,138/82.SX 7,044/17.SR €° m Q ado o c� ,12 m y MOW STR\P B 734 734/100X 0/0.0R ? 0' 4 h I TOTAL 40 916 33 872 82.8R 7 044 17.2R PA NE WAY ."•i=• ° A KEEP PLL LUq 'S6 31(�t 6 � Js j` SDE � CONG 5\oEWA�K e r� .°°• fNgoA/ l RBgN) pAy /� �Wo/� :/.'i;�: PA o LP PA - L10 t CV O PA IN 3.OR2"SDYIE L7 �A9N® R 'Y IN PA V.AT SIGN ,a P� �j I O .�a�9® / y �g��• �� � �o�\ .:t .��:�qaM� R� L p a/1 n .� L PA YQ�' LAWN O PA w W m fV N R T CO 5 Cs B 2L �y W V 4- T1 S..TR Ek.s"CO Q J W NC. J 5\TO AND CU RB � O ZQ / R N TIER J N � mUWaao � �Q 2 ®ICV CV PA d$ o U O Z W-i o Q U f � L=6 0 W PA LU I O J LL ¢ 2 Q R 04'19'1�• m Inr� 4320 ! _ L=32.59p a �20• s "' N / �24• 03 N� r 4 (L Z Q 10 Z 3 O 3 1 c�653" g6 �� oA 0__U�� A V PA I_ �tl U 4� LS O I� .. RgMp "�:��:::':1:., �� � � � / PA Qo g2 M W STRIP OSOMN �LAWN 5 h \NN p O W v Icv h s z s�T ^ JP ��J4y♦� r0 ry`\'ti y DE RIS,T FU[C atm ^7 PA m a,.•i T SL S/GN /,y m PA 2 R \ 4 QC; o S o•Qy ®/ :::;:': '.,. N a 2 O \ 2ry LAWN 650MH ICV® tiry� CURB NC. 12"SD �' 21.74 MH 4 22� C 7gSS9• (1 B.O INV.O W® ciy :::::!!+ :::':::::::::::::::::::: / WPOPJL CMr, 4 .9 INV.OUT CONC ti �a 6"CONC. CURB / J Y/ /�?)9• J72S .5 i" m o LAWN � •yl ,j( mod. RAMP •a.°°°R MP �A PAPA WW C. WPVK _ UBUTTON P 0 j SO LAWN a ICL p\ S/D TSC T p TSC (�! a CON \\\ J wV Fwq\[k S O U C o � a a a a a _� 4 ICV C/r ,V \ o? .ry �^2 \ C J z q �\ \A SL N J 4'TA EPM GIM LAWN Q � Q E TER (l h ADS TS LINE DATA TABLE 5'TAI L ECAB NO. BEARING I DISTANCE h y �'S�Sj, TS WV GO Li N22-54-09"E 2.00' Q' N ?�� WV L2 N0'20.11"W 3.43' C \ L3 N49'00'20"E(R,PRC) ---- DNS S/ lJJ L4 N3510*00'0(R,PCC) ---- ofq'q / O LS N64'00'00"W 8.56' LAWN /- L6 N89'22'42"E 8.56' EX.1-STORY o o � QCC L7 N22'25'S6"E(R) ---- "JOHNNY CARINO'S" 0 1oa. t7- W C RESTAURANT BUILDING ^,�o Z a` �/ E L L8 N47'41'51"W 8.32' 1921 BLUE LAKES BLVD. L9 N41'24.02"W 19.55' CURVE DATA TABLE BET 190010010 mCV ^ yo R,y �84 �� �Jv N N ~ L10 N86'OS'S'01"E 6.5 N0. DELTA RADIUS LENGTH 24 REA o Rr CGNC \ / �O J L11 NOB'52'01"E 56.58' Cl 22'33'31" 25.00' 9.84' h�ti Pogq d L12 N81'05'14"W 271.52' C2 13-49'34" 35.00' 8.45' v N, co q) (11) L13 N16-58'45"E(R) ---- C3 09'10'46" 450.00' 72.10' o of .1 v DRWN �C PROJECT NORTH TRUE NORTH L14 N0T29'45"E(R) ---- C4 26'3T18" 16.80' 7.81' "`"-qII CKD M.S.L L15 N81'05'14"E 24.96' C5 05'27'11" 432.00' 41.12' PA LAWN=L✓xz 0 10 20 40 60 DATE 04-01-2024 L16 412'16'30"E(R) ---- C6 37'29'59" 112.00' 73.30' ?� -tv ✓ /�. L17 N57-53'22"W 45.73' C7 12'46'04" 117.50' 26.18' T TALL MULTI- NANT DRAWING IC SO �/ MONUMENT slcN cvi �y , J GRAPHIC SCALE R.SHUTO F ICV W LK /Y+� SCALE: 1"=20' BUT ON C3C. J T �V .22018-2-C�Sxewmp I r� p - - - PA � I ,MH GD / � � � PARTIAL LEGEND �ss1°NAI°�vc, ELECTRICAL SERVICE FOR 7?6p 16'70 TC i5.J6 TC I -/ EX H7�- - l 12'S6 OG I QF REFER TO THE BOUNDARY MONUMENT AND SURVEY CONTROL POINT DESCRIPTIONS QpF y�pENBFp y "SWIG"AND"MO BETTAHS" 1J/g TC 15.56 FL 1524 22 TALL G -r- 771N. SHOWN ON SHEET C38. Q 75 TOG EG IMH "SWIG"AND'• i-STORY PROVIDED FROM WPM L T IN 3,300 MO BETTq,{• - REFER TO EASEMENT DESCRIPTIONS SHOWN ON SHEET C38. 20.320 ANDSCAPE AREA WES OF RESTq STRUCTURE U I SC BONSI E pWITH 59 EXISTING UE UTILITY EASEMENT. APT 76.p6 SCO 2015 BLUERKING SPACES vgcSNA Loi / 9,q•4TF DP 1pp'�S� 2005 NEILSEN PT PLACE PA 76.22 TC "� I 76.01 TC RPT BLVD. a A 7 / PRDAUL PRIVATE LOT RESERVED FOR ROADWAY,DRAINAGE,ACCESS,UTILITIES AND 9p VV 06190010070 73.48 RPT 06 9 001 0060 J 16.64 TC 7 4 G 20' i5.gi EG 75.88 / 13.ip TC 71.g6 LANDSCAPING PURPOSESPE - d o 76.15 i TC o O 2 F( 24 CO I 7 ( \\ LUASDE PUBLIC LANDSCAPE,UTILITY,ACCESS,SIDEWALK AND DRAINAGE EASEMENT OONQ S/ �� E\'EIOpER MAINT \\ I Pq 75 C NC 76.75 FF Pq \\ 73.80 qG °' 7 9p EG / o PA \ PSE PUBLIC SEWER EASEMENT. w c w DEWq(k 3 i RPT'0009734542 0 52 EG -� 71368 TC I N \ PA POC POINT OF COMMENCEMENT a Q LAWN ST P 6'95 SC P T SIGN D {3674 _ l \ / // 7208 TPOB TRUE POINT OF BEGINNING. a P R9 77,20 TC uj \15.79 TC R i U 4iq 7 66 1528 F 75.83 T 15. 1490 296 y l / FL Q Jj EG I L i C Og 74 CN 1 C N \ \ RPAE RECIPROCAL PARKING AND ACCESS EASEMENT. LM V N 76Bg TC I \ TY• I .37 74.61 FL PA rj xs -d$Fn / �I / / CLEE CITY LAW ENFORCEMENT EASEMENT. N CME CITY MAINTENANCE EASEMENT. p 15.0 fINV. 17.10 W PA N -(3611)- / AE ACCESS EASEMENT. ? Q M((� 77.45 iC 16'87 SMH 16.33 ^ (4�46 EG 9' 1 7¢'66 T � \ MOW STRIP 17.02 FL O J 08.1 1� \ TY 4'2 TC 74.04 C 20. �pp \ / 72.37 TC Z LL INOB IN-N-OUT BURGER PARKING LOT (!) 2 \ ( 7594 G O w OPEN 'I\ \\ M PILL PROPOSED INOB LEASE PREMISE LINE. FOR CANYON PARK CENTER LAWN U a2 1'B I- _ \ _ n' TE 7¢C6 1 r W Q 1925-1965 FILLMORE ST ~ ,�, (3677 7 R PROPERTY UNE. Lw y RPT 06190010050 J 18.74 TC¢ S'9 'y 75 0 T'g3 \\ \\ / mAE ,�r / 16 72 AC y ry 1464 FL / h PA SLP W RIN REA RECIPROCAL EASEMENT AGREEMENT. 70.5' 4 _ n z m I EN A 3616) V ) w I TVWN ALLS"SIGN SL REq 31 'TS .. Jay N80•°'S6•25 "WIG"ORI h ICV® EXISTING LANDSCAPED PLANTER AREA ONSITE CONSISTING OF 8,383 S.F.OR NC Z a THIRD SIGN 2 m 264 TG 20.5%OF THE GROSS SITE AREA. PA C 17.3 (3g/ 0 w PA ry y� \o L 3678.84 18.21E 77.68 G V. m` 248, 16.17 1J 6 AC a I O Iw® CURB qN NC \ -(3617)- 51 AC �\ ,o: II 4/ \w s 0 30'GU TTER D 78" Lit E 3676.t0 S y I N 72gi O �' 2j ig J9 a. IY3gl 7)P ~o ``o roo I 255 TC 7 pg42 18.32 FC TC m�a m'" g}�__` 77 AC '-o �(3677 u ^ I I /// / I '• S y L 19.01 I .50 9, W 79.73 16.91 G 8.95 5 E18.49(150 IN W m4` 78)NV�G R/WO R 10 LU / ���\ tia 7 TC :M1i I / 0 z ASDE \ 6 4a Ac y1il' I / g s.zz Tc 13.;s? 5.2 Fc /I 78.2 w c 8a E 3618.99 SCP Q 7 N.gz Ec 1 qG nc ,,_ _ ` Ac 172g Ac \ �" \\LAWN \ EXISTING DRAINAGE AREA TABLE € c� 3 4/"y 9.32 TC 18.0 (3678)`__-_-_- 1 "MOW tR ID AREA SF IMPERVIOUS SF% PERVIOUS SF "•�'��� O I A 40,916 32,533/79.5% 8,383/20.5%LUA�f O ::'PA' h Y \ 4"� TOTAL 40,916 32,533/79.5% 8,383/20.5% 19.46 I \ PA o h N EWAIK Q / " GONE / 796j G/M8s4G 18.37 \\ (3618) \ e 6$TC 3. PA� (19.23 FL ..,.: 'NN /�(3619===9EG U \ M 4 73.iJ F( Z 29 (O 6 •A � �� 4¢G o®ICV olvc-- _ 1s.00 N� /� 19.82 TC 9.03) 18.7 G \ Q YIE 19.37 FL ''::: 20' P 'l:' 7 SCO 'ROH--= -_ 7 n, ^ Q � o SIGN 18 I / 25' C(, k \ -(3614),- PA - -� 8.6 9 9\09 G / w PRDAU .� 1 67 C 6 AC :�:';: 19.44 FS 1 19.03 TC _ / 7403 TC O 18.56 F 13.59 fL LEE.CME 4�� m L 3s18.e8 .. S ':.Ai};'ry• LAWN / Z o0 U 20.17 TC Ni \ ,n SCP .y: "I n y61 14.71 SDMH FF�� m O TR \\ PA rN (12.9 INV.SE � w L RE 191�/ 78 g3 S o (10.61NV.S w >> DO o 'S 6 AC �::; rn 0' E W AND VISITOR �pA:. 'S \ E 2 (10.51NV.N X. - - N A '��„ .� 20'T N2.0' I SOMH 5"CO QJ W R SIGN o \ ALL _ A NC V CONC. rn CENTER 1 ".:' �.:9:���': �- N � Z c^ ho \ OPERATI STORY _ D 7g., CUR O Q 20.62 TC `< °,o. o� \ STEAKHOUSEC•.OU�ACK 0, ��.� '.LA7y/y'' I 15g FG o 74.45 TC GUTTE(7B OJ� 20.10 FL;I r� 19.7 \ O 19.42 (6 23 RESTAURANT ' ::: :v74.02 F W y Q W w J A M O FS FF 96 2 S.F. m G - U (-J � "• \ �w �:.� 5 BLUE LA ) 19.58E ¢'�'• a.;:. 1T. m W D 0 � m `L m Y RPT KES BLV F of 'o::::, ®ICV YY- ((UU7711 80 >' 19.44 FS I I ®ICV ?Q-3 � ?O 061900100 D m o o OPEN I I ICV J o z TE PA I LL w J �m 56'os" s J 02. J�' WL=60.09' W Omu_ O Q R=04'91$ 7 3L432 SCO 3613) C 0p ( 4 .59 79 G 459 OU2 T 4C 2436.53 ig.Pqq F l V 42 Fm 1Y 6 h /4 a P 5 W:.:.... 'z0 0. f"f:{:;::. MOW 4 T M U PA 'r1 � 2 0 A .. -_ :.:'^i::: � STRIP - a� w 0 2FS \65 \ LAWN O1 n � iii".+�:::: :.k::;':;isisisi:;isi::;:,:':i:ii;i:i:i:ii:i�:i:;iii:;:ii:i:i::::i:i�i:;:;ii::;iiii;ii!' o k ■f " }} O'2445• 00' 0] ■ Q J w ..........:...:............ .. 7( I 7 PA ci �Raq 4J 2�� f:: ::` hNl \ \ 2 m qV yy 2 Opl\ O h Fy. ''.?'.:::'.::.::'�' p.:.::.. :,�. = LA PA tih^: 3 CBC. " 21.745DMH `\O o' 22 C�Te •R\:;. .r= ;':.`o.'. / WN 1 3650MH\\ICV® \\ CURB 1 ..}. o ',. ryo ( 18.0 V. °ICV ( (8.0 INV.IN vy 3s/g' "_.. 4J/I 14. }\N \ �OPVL CME Q .9 INV.OUT CONC. 2 y o'O� �• "" 18 \ II SO c 6 CON 02� rory CURBC. `i 4 R MP ¢ GAA OOJ O 3g 4 a J STRIP covJ LAWN ^ c'd- / RAMP �� 24, v M W / ZF � / `¢� P 402ry0o /q4�4 )3,.:�., f 19.84 BS 4. PA �\ B(� SP I PA ! WW WP K U s�j Q7° ECAg ON P I 0. w 5\OF- _ T� ECA@ IcL w: v c q ai Tc O a a Q a a (LUC / LAWN �o v S/ WV /\'�� 0 �'oh'yo`R� fWgCk 19.4q B 19F,TC Of \ � \V� 2 S RAMP •. ! C 4 qCv m V ONC Q �.. 4'TA EPM GIM LAWN Q Pq `?6 v' 5'TA L EC ( (, h o HOST T NS,33"W TS wV J U Z LINE DATA TABLE \ \ TS cD G �.Z` W Q NO. BEARING DISTANCE P 799�d WV N 1j Sp TTC \ / L1 N22 �O�'54'09"E 2.00' CONC / OG' \VV> L2 N6333'11'W 3.43' W Q S7 L3 N49.00'20"E(R,PRC) ---- OfWq<N (1, / �Q z -i I O L4 N3N64'00'00",PCC) ---- LAWN \ W ^ LS N64'00'00"W 8.56' EX.1-STORY \ y / `P 0 L.L L6 N89'22'42"E 8.56' "JOHNNY CARINO'S" �` // �1 f1^ RESTAURANT BUILDING a J L.L L7 N22'25'56"E(R) ---- CURVE DATA TABLE 1921 BLUE LAKES BLVD. V F Q RPT 06190010010 1cv oe ,� \ �� Jv N N _ L8 Z N47'41'51"W 8.32' NO. DELTA RADIUS LENGTH ®REA L10 N86'05 507?E(R) 15.50' C2 13'49'34" 35.00' 8.45' oryo. Po'PgyA COND \ QO (j) d L11 N0852'01"E 56.58' C3 09'10'46" 450.00' 72.10' V \ �CO L12 N81'05'14"W 271.52' C4 26'37'18" 16.80, 7.81' PROJECT NORTH TRUE NORTH DRWN L13 N16'58'45"E(R) ---- C5 05*27'11" 432.00' 41.12' PA x� `"F"qI mp Q� 0 10 20 40 60 CKD M.S.L L14 N07-29'45"E(R) ---- C6 3729'59" 112.00' 73.30' ? LAWN=f✓zz �• � DATE 04-01-2024 L15 N81-05.14"E 24.96' C7 12'46'04" 117.50' 26.18 7'TALL MUL, NANT GRAPHIC SCALE DRAWING L16 N12'16'30"E(R) ---- MONUMENT SIGN IC S SCALE: R.SHUTOVFB ICV ON Wv BW O �/ C36.0 UTT ,1N zwle-tame cae.asnem-ec I II I r, S G 12"SD LEGEND lowu PA I IMH SS ELECTRICAL SERVICE FOR 176p L H7�� 125� OGn I I QQpF�"ypENgFD�yn. "SWIG"AND"MO BETTAHS" lg 1$T� I �9�°-I EX'22'TALL 1_ G 'may PROVIDED FRO4 M EPM IN 2)/,VV G UMH 3W300 AND MO BETTAI{YS• ® -I l LOC INOB LIMITS OF PROPOSED CONSTRUCTION. LANDSCAPE AREA WEST OF ZO$ZO STRUCTURE H ` 1n I SC BAWD NpRO TH E62 EXSTING I �� IDAHO POWER ELECTRIC PAD MOUNT TRANSFORMER WITH BOLLARDS. VAC PT BLUE ANT LOT 1 v 'o i6'O6 SCO pARKING Sp D ONSITE o g ❑POII9 '4T pP 2005 NEILSEN PLACE / PA .0 I 2015 LAKE CES a A 1 / ❑TR PORTABLE TRASH RECEPTACLE ON A MINIMUM 24"x24"x4"CONCRETE PAD. 9,9D�OF 1S��0 RPT 06190010060 _ 20' RPT 0619001pp7pLVD. D.P o � 24. NEW CONCRETE SIDEWALK. ^. EPt'EIOP R IN I CONC PA n / PA Q NEW 24"x36"CONCRETE DRAIN BOX w N Sl ER MAINT PA INLET NTH A FLOGARDLINO PLUS FOSSIL FILTER INSERT FOR THE PRE-TREATMENT LALA\PEN'ACK 3 16 95 3CP 09734542 I II it PA OF STORMWATER RUNOFF. c o SIGN P ,Pq WN D oo PROPOSED INDS INSTALLED AND MAINTAINED 22'-6"TALL FIXTURE HEIGHT LIGHT I� o POLE ON TOP OF A 30"TALL 24"DIAMETER CONCRETE BASE FOR A TOTAL PA SS h I w g pq / ,�N HEIGHT OF 25'TALL MAXIMUM. �U 1 Ty 19.77 SDMH/ 93' I Pq / PROPOSED 18"TO 27"TALL 22"WIDE STUCCO COVERED SEAT/SCREEN WALL 15.0 IINV. TOp IGN Pq "T r � a "' PAINTED TO MATCH THE BUILDING NTH A CONCRETE CAP. V rn AND PRS P 24 1' 30"TREE Z Z N ? / � MOW STRIP �' PROPOSED INOB INSTALLED AND MAINTAINED DROUGHT TOLERANT LANDSCAPED N X o PARKING LOTTY PA 20' ' MOW " PLANTER AND IRRIGATION SYSTEM ONSITE,INCLUDING AREA UNDER BUILDING �' IIPP LL FOR CANYON PARK CENTER h STRI ROOF OVERHANG(ROH),CONSISTING OF APPROXIMATELY 7,044 SQUARE FEET gl W / (17.3%). Z O ti 1925-1965 FILLMORE ST LAWIJ Wg /J�o /2p OPEN / o RPT 06190010050 � I /I TE W co AE 1480'36 $•W, N PA Z 4 ICVm RIN V TWIN FALLS"SIGN SL _I() REA REA J 5 37 17. 2.431 1 y k7 h SMH •GB 12. INV RU Rl n > TN a 1/DI_ 088) V. 1.93TOG .. ......�... 1 SD A W IN y W a pq 3 L DRAINAGE AREAS (f . IC 2.g 361,g41ry 248.57 ID/ AREA(SF) IMPERVIOUS(SF/%)� PERVIOUS(SF/%) 0 ' qq'� 1 INV, i A 40.182 7,044/17.5%33,138/82.5% ROU TR K �1 3"5 13. INV. 77 f \ QQ ICVm i TE SIGN :i{:. I �.y:>:::: � 6 EX 30 4.60/ryV 734/100% 0/0.0% U TOTAL 40,916 33,872/82.8% 7,044/17.2% AND 1$CONC.CURB �� I / 8S "RO' .;:3.Sp::....:..... :..::1:T_:.�.:; 2 rn 4) GUTTER ���t�I�,:;: v. I A, } O 18.95 TC 18.49 TOG /18.68 TOG R / I30%AT `V R / o 15.1 INV E,(15.0 INV.W 12"SD $7)/NV � � i112.0 /GRA D NE,SW // �- :' 13 V 18.82 SDMH 12"SD :1:; 3si / 06.00INV 7"LIFE v 4 E 3618.99 SCP FULL OF MUD / 00, 0 2 C$p p J 3S/ W O Q (15.a)f INV. '' I , OBTM GRAVEL 2 /Q \ LAWNCL ¢ w H m PA NE WAY PLL 10 Q' A KEEP ASD LU E CONC 5\DEWA�K ^e � �• fNIRA� l RBAN� /'AY /� �Wo/.A �/.':;�:� � � PA o� I UNDOµ. ICV O �� `: ®IcV L7 �A9N® R 'Y INV.AT PA SIGN �S P� � I �3.0% 1g��• �� � SON\ .:� .:�:��a�� R� C e Q � U p aPA CLEE.CME P ;:i I ..;i.� ::;:::. ° // 2'u // Nan LAWN O O D d CONC. J 5\10 m : o AND$"CO GOPCURB 0 Q J W O ZQ I J N � ��� � Z w A / •S �' :N / MUWaag � �Q 2 ®IcV CV PA d$ o U O Z W Q o Q U f � L=6 0 W PA W I O J W 2 Q F m W r� 4320 ! S.g� 2 _ L=32.59p a � �20• s �"' . N / �24• 03 'V� r�� �ZQ1OZ 3 �O CONC A V I_ M W STRIP PA PA �o g2 OSOMN �LAWN 5 h \NN P O W ry`\'ti,o DE RiS,T FU[C `tm PA /.� gKfS PRO � 173�flNVF \¢ V J4. y / SL 0 MP 0. m z � h^��' PA 2 R ¢ ' QC; o � o•Qy o7� .:::;:':��'.,. ' N a \ 2ry LAWN 650MH ICV®CURB NC. 12"SD �' 21.74 MH 4 22� C TgSS9• 1A� �' (1 B.O W® INV.IN WPOPJL CM ¢ 9INV OUT CONC.LLJ ti �a 6"CONS. CU / vJ 4 5J ^�� 24Q2 /�?)g• J Q � t:::K 72S .5 `�t" m o LAWN � •yl ,j( mod. RAMP •a.°°°R MP �A/��� N, O� 4 \r O �ti kW PA V WW os ° ¢ aNTTON P jS0�' LAWN a ICE P\\ W o CO S/0 TSC T P TSC (�! a OON \ \\\\ J V Fwq\[k S W. 5 aaaaa J 4'TA EPM GIM LAWN Q Z D w E TER (1 h AOS TS LINE DATA TABLE s'Tq L Ec � � Z N0. BEARING DISTANCE h \ y �'S�Sj, Ts WV 00 ( U) nO Li N22-54-09"E 2.00' P v\� 'y ?�„ WV NC � O L2 N63"33'11"W 3.43' CO L3 N49'00'20"E(R,PRC) ---- N�S/0 L4 N3510'46"E(R,PCC) ---- (1.� �Q 7 1 W J a L5 N64-00-00"W 10.17' LAWN L6 N89'22'42"E 8.56' EX.1-STORY u u `Q' O O L7 N22"25'56"E(R) ---- "JOHNNY CARINO'S" e 1oa. W f1^ RESTAURANT BUILDING ^,�0.2 J L.L L8 N47"41'51"W 8.32' 1921 BLUE LAKES BLVD. a'o a V C L9 N41'24'02"W 19.55' CURVE DATA TABLE RPT 190010010 mcv ^ 5u Rq �84 (�}� Jv N N L10 N86.05'57"E(R) 5.50' NO. DELTA RADIUS LENGTH 24 REA h a Rr `5 ooNo \ / d U T L L11 NOB'52'01"E 56.58' Cl 22.33'31" 25.00' 9.84' �`V q 1 L12 N81'05'14"W 271.52' C2 13"49'34" 35.00' 8.45' v N �'°0 (ID L13 N16"58'45"E(R) ---- 73 0910'46" 450.00' 72.10' o .1v DRWN �C PROJECT NORTH TRUE NORTH L14 N0729'45"E(R) ---- C4 26*37'18" 16.80' 7.81' "`�"-qII CKD M.S.L L15 N81'OS'14"E 24.96' C5 05.27'11" 432.00' 41.12' PA LAWN=L✓xz 0 10 20 40 60 DATE 04-01-2024 L16 N1216'30"E(R) ---- C6 37"29'59" 112.00' 73.30' ?� IV ✓ /�. L17 N57"53'22"W 45.73' C7 12"46'04" 1 117.50' 26.18 T TALL MULTI- NANT IC MONUMENT slcN cVi �y J GRAPHIC SCALE DRAWING R. HUT F W .1 LK /Y+� SCALE: 1"=20' C36 IC V BUTTON �V I JN 230I8-2a g8.lceceM1em PA PI 75 EF c'""H I 0 I / I �z'•SD a / PARTIAL LEGEND ELECTRICAL SERVICE FOR 17 g0 16.10T 7$ G L J 7�- '��/" I 12.56 OG I • • • INDICATES THE BOUNDARY OF THIS TOPOGRAPHY SURVEY MAP CONSISTING OF 40,704 SQ.FT.OR QO��VGEN$F�G'yF "SWIG"AND"MO BETTAHS" 1?I TC 3 15.56 FL 6 TC 'j' I EX.22'T H G t J71N 0.934 ACRES GROSS. Q `9 PROVIDED FROM EPM IN IS28 TOG - o24 EG �1.SJ G1M .•SWIG ANO?�L 1-STORY A - LANDSCAPE AREA WEST OF NV. 1 H z 3.300 M0 BETTgH'S" ® / J / OF REFER TO THE BOUNDARY MONUMENT AND SURVEY CONTROL POINT DESCRIPTIONS SHOWN ON 20320 STRUCTURE o 4 6••S BUILDINGSW7TH ESTAURANT / ONSIT 82 EXISTI SHEET C38. i6. FG '9 0 76.06 SCO 2015 BLUERKING SP NG z / �'� 'r0 VACANT LOT I I pp LAKES 6 CES o / 5 REFER TO EASEMENT DESCRIPTIONS SHOWN ON SHEET C36. 9,q'4TF OP IMP O� 2005 NEILSEN PT PLACE PA 16'2 TC n 16.01 TC T 06190010070 VD. A 1 13.4$ RP 06190010060 76'64 TC 4 G 20' 7$'47 EG 15.88 / 13.iG TC il.gg LIE UTILITY EASEMENT. 0 76.15 JPA FL (11CPRDAUL PRIVATE LOT RESERVED FOR ROADWAY,DRAINAGE,ACCESS,UTILITIES AND LANDSCAPING CONCTPURPOSESPA \ 13.80 �' 17g C oRPT 0009�45A75.52E __ 74i6 ^' PA � PA / LUASDE PUBLIC LANDSCAPE,UTILITY,ACCESS,SIDEWALK AND DRAINAGE EASEMENTLAWN ST PpLPE PSE PUBLIC SEWER EASEMENT. D { � CV / / ) pgTCRPAE RECIPROCAL PARKING AND ACCESS EASEMENT.7jC 7g 332b 3. ) U /B1T,C I _Lp r. 7y L 5/TC 4 PA CLEE CITY LAW ENFORCEMENT EASEMENT. y n 19.77 SDMH Sy Js' PA �'s `LPE P \ e 4 3 ^� I \o CME CITY MAINTENANCE EASEMENT. L 0 O 15.0 fINV. 9 "� n vi / PA 24, 6j3 / 4 a EE G T 15.0 7q 6 F T \ / / AE ACCESS EASEMENT. Z _ 3 TC a F \ 3611 z Mow/STRIP o Q X o PA '66 '7' TREErn i INOB IN-N-OUT BURGER 11_L 17.02 FL 2 1 / \( TY 7 4.2 TC 14.04 E C �.W 01 1 FG )2.31 TC 3615)_ 4.5 FL (j64 � S (1.8g FL PARKING LOT I co ))) PLL PROPOSED INOB LEASE PREMISE LINE Z w FOR CANYON PARK CENTER LA,.-/ U ao �.�S _ OB NS,yN _ __` N�/ �, °TEN )3 �\ \ PL PROPERTY LINE. WAY.Q 1925-1965 FILLMORE ST ^'Ir '^Q2 J Q 8 m RPT 06190010050 J �8.14 v 'My (3677 v 157 3 3 m 17.68 G `� 16.7 n 14.60 TC PA / REA RECIPROCAL EASEMENT AGREEMENT Z Q L15 10.SE 3675} 4 F< / n z rn I SLP W EN RIN A B' " --{3616 I• 4 w O p RE 3 J r S. ) _ \ o I ^, I TWIN�ALLS"SIGN 5L A 1 J J�9 N8036'25 - vra THWRIU GN "7 µM m IICV I / i2.6 CZ Q 3 C 11 18.65 TC 72 TREE 1755 qG S l �(367j 7,T R 9 w_----_ ISgB 15.23 T 2 a PA I \ qC �( � / r W Z.. SIGN K RO 18.fi2 78.20 G ��m, AC 1 pLL \ (3S PA O L 3678.84 18.21E 17.68 G o' •• E /6) Z IC vi E.6" S \ _3617 7.4 G 248.51.16.17 qG 1Ts.7\AC h ,0:4 I 4/ PA w s cuRe CONc. ! s.7s G Jy ICV o 30'GUTTER ND 18" _ � Li2 17.7EG E 3676.70 S y � I i �U N L I / 297 04 2 ti 50 qG ^g• 8Ef �U /T/ /■� 18.95 TCINV.E 18.49 Gz SO ��j 8 88 TAG PA is.97 \ °g ac \ I / U 15.1 IN (15.0 IN W 72"SD J)INV, R�W:R LUASDE g Ig• 1360) 3618.99 SCP E Q� 8'.82 EG 18.21 qG / 1S,qG _ i7. qG 172g AC \ ,LAWN _ /` 7282 F( ¢ ^ NQ k�m Q +I 50 i■■ b c� 341-y 9.32 TC I� w4 w4 I / 18.0 qp(3618_-__-_- 4,v I OW SiRP 18.8 L - ) IJ 4 I M N, PA Q 9� PODS PLL U min79 7?�A� 'a^ `� 4 I a¢j:5 PPS `'S6, N 6.• ^ ^ 9.46 T '(3618} LUA�F PA^N' Y l ) w h PA o^ N CONS9.69 TC ��PA / /91 86q 8.37 AC �1.G2 C 78. FE \ - w�618 o� 6$TC F LP PA (9.23 FL TREE \ C7'NH G/,N _59 4 '� \� '� 13, Z 0 N �(3619-- _ Fq � �4 4 iJ FL 12"T E Y o @ °A ®� Ic Q L"J ry 19.82 TC v i7'0 9.03) 20' G, L _ CONC - PA 79 p N/ / o I ICV \o YIE o -_{3614}-PV- No � 9.7 FG� 18.96 FS $ 1 1 C 18.66 194 0 1l gFG PA < _ U Y pR0 � AC e 4 FS � 1 19.03 TC° 4 I 14. CLEF ME m 13•,09 G / L 3618.88SOP18.56 FS ^N� l 13.59 TC I"LI 0 Q d oz m 20.17 TC t7' 19 FG q / L Ij LAWN / F Z 18.96 AC Z 'S611 n / U 1 14.71 SDMH , � Z 0 !p PA VIS /��CON C. ��rvn^' wmw IELN JE 2200NT.S6102 FTLC-;M� c�'' e� � ^o'4�0 G _ ^`c"�191,//7 �S� O78.O93 A ll S1T9E 6A5K.EHR2 OA0U,T SINEG"RS'OE.FUS.TT BTAOCR E 71) i744.0425 FTLC D TER I AN1gOGU.TC7FURR B m=¢ O� Z, LAWN FG Fp gQ_ Q_19.58 / °.-, 1`I, O ,gym m Y RPT 06190 ES BLVD of I I/ ICV YY- o i �' o OPfN \ °'ro 010080 0' o I 19.44 I I ICVV/ rp o�0703'S24 815'0999'p1" L=\g 09' ,PC.'o 22080.478 °2 ' N0``w_m ro`�' WwTfm 4 w4,TPfcf�ti� P.. 19MN.3 4EII S 7 " 79.295 CO m / 4.54EL Hd O Q0_JW JJ NO O 16 2,0' L- PA PA 7Z� WW ~ 3SC O 19.=4 C I Zm- H . n,i a . 19.38 FS / o I l5 5,1/ V ! ZW 3a i �(0)o CONC. 882' 13610 it AM 0"T CONC,_ __ i.2 4 0�' ) z0 03 Tp _ M STRIP ?� T U z_ PA 4 m � 0.8aB Rq 4'6\ TER E 'R h �o I � I I OFlO 72.•W g^ MP of 10 2, 19.32 FS 5 FG � ai W 61 BS 20 �. EE o '^ c� 16 m \ LAWN p O Q e� h T n Og ®ICV'6FC 20. G 4 O1 4 //l @Rq w ICV N�2}. J 4 n = f0 R 0. BS C LAWN 6" PA o, 4ro a' I PA Y \ NfS pR0 ■ / IN 205 // 50V`N higl J N ti O W Fk \OBS k 10 R®� MOW STRIP FG 6`Yo, "' 185 ' 155 N. /6:p SF a pp W zm I N ti"> OR T z 6q ICV_ 41 GN N ■ \�^50 JSSZTC p Z m hNn o 4p00 °�`h o PA CROB C. 12•SD �' 21.745DMH WV `Vory 2Q22 O E!T@S 4j@S. 3�N 0��o/ oI ( 1Y83650vH\\ICV® CV \\ u W 2••G BOINV IN wy 61g 4 4 I q0}\N/x 5 OPOO ME Q .91NV.OU7o CONC. 2y o.oh 'C7L R m^ 'V i �/ \'(361 \ / I6S ul p(i G QN \\\ / PaC g \ oTC CIF.• N�CONC. F co 4 5O y �_CTV 2••G 2 �/�/.LL��9� V �3G2p'` 4 p / `>�S .5\ 9J\ LAWN I P I /6696� co -"� b RAMP R MP 2�4, ETC/ 17 k' P 30 /30 �3• 19. BS ti pq MqW STRIP 51 S,� SZFIC TY j}� SP y PA WW � / o P\ `SI ryL� 3•o+ryN '(P 4'TALL TTON P I W N0.5\OF' ,o q ` �'^a o <7 .CPS ECAB T \ I 1G O ir IQ-: CO W LAWN QU 5 V W aaaaaO S/ y k 4g ~ 4 qcv fkgl� ��h yo tiO oo o ^� RAMP COry0 J TA EPM GIM AWN Q Pq \ `\ Js 'IW `T E TER ((1 h AOS \ A'S 3 TS 9J "'- 5'TA L EC o \ T T l' i4.!N ^ LINE DATA TABLE WWW WV LL NO. BEARING DISTANCE Q. ,y \ TS CO C 7es2e N v NC L N22'54'09"E 2.1- C, 7J0`30 TOC \ 12W� �O L2 N63'33'11"W 3.43'43' 0'VC�7NK 0 1-3 N49'00'20"E(R,PRC) ---- SOf/y O 1-4 N35-10'46"E(R,PCC) ---- LAWN O/ > L5 N64-00'00"W 10.17' EX.1-STORY \ L6 N89'22'42"E 8.56' "JOHNNY CARINO'S" �P W O 1-7 N22.25'56"E(R) ---- CURVE DATA TABLE RESTAURANT BUILDING J 1921 BLUE LAKES BLVD. \ C L8 N4T4P51"W 8.37 NO. DELTA RADIUS LENGTH RPT 06190010010 ®ICV IN IN ~ o R @t �Jv L9 N41'24'02"W 19.55' Cl 22'33'31" 25.00' 9.84' ®REA a / 0 z L10 N86'05'5 7"E(R) 5.50' C2 13'49'34" 35.00' e.45' oN° .q cONc \ ob J v Lit N08'52'01"E 56.58' C3 0910'46" 450.00' 72.10' "' 9yA \ �co d J) L12 N81-05'14'W 271.52' C4 26'37'18" 16.80' 7.81' " N' °j N L13 N16'58'45"E(R) ---- C5 05'27'11" 432.00' 41.12' o m o PROJECT NORTH TRUE NORTH M.S.L L14 N0T29'45"E(R) ---- CIS3T PA o x29'S9" 112.00' 73.30' d2 L CKD AWN z v 0 10 20 40 60 DATE 04-01-2024 L15 N81-05'14'E 24.96' IL161 N1216'30"E(R) I ---- 7'TALL MULTI- NAN T SO.y Q� MONUMENT slcN Icvi ti J GRAPHIC SCALE DRAWING R.SHUTO F ICV BUT �Vv SCALE: 1'=20' C37 JN 23-23 016 C37c 1- SIMPLIFIED PLOTTABLE EASEMENTS BOUNDARY MONUMENTS AND oF�SS�ENSFN�iy SURVEY CONTROL POINTS cQ ° WITH MSL ENGINEERING,INC.RECOMMENDATIONS AND OPINIONS SHOWN IN[BRACKETS] REFERENCE: FIRST AMERICAN TITLE INSURANCE COMPANY NATIONAL COMMERCIAL SERVICES O FOUND%"REBAR NO CAP IN LIEU OF%"REBAR&CAP(LS 1000)PER CANYON PARK AMENDED 20320 COMMITMENT FOR TITLE INSURANCE WITH A COMMITMENT NO.OF NCS-1180407-SAi DATED JUNE 01, SUBDIVISION,A PLANNED UNIT DEVELOPMENT,FILED DECEMBER 23,2013 IN BOOK 24 OF PLATS AT Nr ,t0 2023 OUT OF THEIR TWIN FALLS,ID OFFICE. PAGE 27,RECORDS OF TWIN FALLS COUNTY. 99�rF OF 10P O� QB FOUND%"REBAR WITH BROKEN YELLOW PLASTIC CAP IN LIEU OF%"REBAR&CAP(LS 1000) 9DN D.PE�'� 3617, SE DITEM NO.17 PER CANYON PARK AMENDED SUBDIVISION,A PLANNED UNIT DEVELOPMENT,FILED DECEMBER 23, LOT 6 OF BLOCK 1 B 65 SCP A 15.00 FOOT WIDE PERPETUAL EASEMENT IN FAVOR OF THE CITY OF TWIN FALLS,IDAHO,A 2013 IN BOOK 24 OF PLATS AT PAGE 27,RECORDS OF TWIN FALLS COUNTY. OF(2) MUNICIPAL CORPORATION,FOR SEWER LINE AND INCIDENTAL PURPOSES IN THE DOCUMENT N RPT06190010060 LNBO-443/` ENTITLED"PUBLIC EASEMENT"DATED FEBRUARY 03,1999,RECORDED JUNE 11,1999 AS ©FOUND 3"BRASS CAP PER CANYON PARK AMENDED SUBDIVISION,A PLANNED UNIT DEVELOPMENT, N W] INSTRUMENT NO.1999011113,RECORDS OF TWIN FALLS COUNTY. FILED DECEMBER 23,2013 IN BOOK 24 OF PLATS AT PAGE 27,RECORDS OF TWIN FALLS COUNTY. M ¢ I� O / N803625" UE®ITEM NO.23 ALL MATTERS,COVENANTS,CONDITIONS,RESTRICTIONS,EASEMENTS AND ANY RIGHTS,INTERESTS Q FOUND Jr�"REBAR WITH RED PLASTIC CAP ILLEGIBLE IN LIEU OF J�"REBAR&CAP(LS 1000)PER E a W OR CLAIMS WHICH MAY EXIST BY REASON THEREOF,DISCLOSED BY THE RECORDED PLAT CANYON PARK AMENDED SUBDIVISION,A PLANNED UNIT DEVELOPMENT,FILED DECEMBER 23,2013 IN ❑A��Q / ENTITLED"CANYON PARK NORTH SUBDIVISION,A PLANNED UNIT DEVELOPMENT"RECORDED BOOK 24 OF PLATS AT PAGE 27,RECORDS OF TWIN FALLS COUNTY. V L3 263.82' NOVEMBER 29,2000 IN BOOK 17 OF PLATS AT PAGE 29,RECORDS OF TWIN FALLS COUNTY. �1 Z 06 C 3615.04 SCP I 3608.40 SCP [AMONG OTHER THINGS,THIS ITEM STATES THAT(2)THE EASEMENTS INDICATED ON THIS PLAT O FOUND "REBAR WITH YELLOW PLASTIC CAP STAMPED"EMH LS 1000"PER CANYON PARK 1�. ( � INCLUDING THE 10.00 FOOT WIDE UTIUTY EASEMENT)ARE NOT DEDICATED TO THE PUBLIC BUT AMENDED SUBDIVISION,A PLANNED UNIT DEVELOPMENT,FILED DECEMBER 23,2013 IN BOOK 24 OF In Q4 0 LLl THE RIGHTS TO USE SAID EASEMENTS ARE HEREBY PERPETUALLY RESERVED FOR PUBLIC PLATS AT PAGE 27,RECORDS OF TWIN FALLS COUNTY. Z Z n UTILITIES AND SUCH OTHER PUBLIC USES AS DESIGNATED ON THIS PLAT,AND NO STRUCTURE p co4 H OTHER THAN FOR SUCH UTILITY OR OTHER DESIGNATED PUBLIC USES ARE TO BE ERECTED O FOUND 1`COPPER CAP STAMPED"EMH LS 1000"PER CANYON PARK AMENDED SUBDIVISION,A U w�ui LL `WITHIN THE LINES OF SAID EASEMENTS.] RPLANNED ECORDS UNIT DEVELOPMENT,COUNTY D DECEMBER 23,2013 IN BOOK 24 OF PLATS AT PAGE 27, Z ur z ci _ j W I / _ N8T08'52"W 142.39'—————— / REA®ITEM NO.24 p[ O> d �L a o l / "� THE COVENANTS,CONDITIONS AND RESTRICTIONS BY CANYON PARK,LLC,AN IDAHO LIMITED ©FOUND%"REBAR&YELLOW PLASTIC CAP STAMPED"EHM LS 1000"PER CANYON PARK AMENDED W ¢ 1 __ ___ UABILITY COMPANY("DECLARANT"),IN THE DOCUMENT ENTITLED"DECLARATION OF COVENANTS, SUBDIVISION,A PLANNED UNIT DEVELOPMENT,FILED DECEMBER 23,2013 IN BOOK 24 OF PLATS AT W N W n I / ——— —__ / CONDITIONS,RESTRICTIONS AND EASEMENTS"RECORDED MAY 17,2001 AS INSTRUMENT NO. PAGE 27,RECORDS OF TWIN FALLS COUNTY. Z_ m 2001008617,RECORDS OF TWIN FALLS COUNTY. JU p p INTENTIONALLY DELETED. (<nZ Z a 3 [AMONG OTHER THINGS,THE ABOVE DEED STATES THAT(4)DECLARANT RESERVES A N'��O 1= NONEXCLUSIVE EASEMENT ON,OVER AND THROUGH THE PARKING AREA AND THE DRIVEWAYS lO FOUND%"REBAR&ORANGE PLASTIC CAP STAMPED"EHM LS 10110"UP 0.2'NO REFERENCE. gj (q LOT 7 OF BLOCK 7 pf / W WITHIN THE PROJECT FOR(I)VEHICULAR ACCESS,INGRESS AND EGRESS,PARKING OF VEHICLES y1 0 ()A a I m AN D / WITHIN DESIGNATED PARKING STALLS AND PEDESTRIAN ACCESS INGRESS AND EGRESS AND U / LOT c J SET REBAR WITH RED PLASTIC CAP STAMPED"CONTROL POINT" J I roo'•^/ BLOCK 7 5 OF / v 0 Y2" �r w 0 pF(3) PASSAGE; (5)DECLARANT RESERVES THE RIGHT TO GRANT AN EXCLUSIVE PARKING USE J0 w Z 3616.95 SCP j I // •�/ RPT0679pp1007 EASEMENT IN DESIGNATED SPACES TO THE OWNER OR OCCUPANT OF A PARCEL,PROVIDED SUCH p / i� KO SET SCRIBED"+"IN CONCRETE SURFACE. p / / DESIGNATED SPACES ARE LOCATED SOLELY E SUCH PARCEL; (6)DECLARANT RESERVES A z 6 a I / / / NONEXCLUSIVE EASEMENT IN,T0,OVER,UNDER,ALONG AND ACROSS THOSE PORTIONS TI THE ©SET PK NAIL IN ASPHALT. w O COMMON AREA NECESSARY FOR THE INSTALLATION,USE,MAINTENANCE,REPAIR,RELOCATION AND REMOVAL OF UTILITIES THAT ARE SERVING SUCH OWNER'S PARCEL; AND(9)DECLARANT U RESERVES A NONEXCLUSIVE EASEMENT FOR SURFACE DRAINAGE OVER THE COMMON AREA 3613.52 SCP J THROUGH THE DRAINAGE PATTERNS AND SYSTEMS AS ARE ESTABLISHED FROM TIME TO TIME /�� WITHIN THE COMMON AREA OF THE PROJECT.] REFERENCE MAPS AND DEEDS I VA/' LOT 5 OF BLOCK 1 n g AE 1 / / / / h I W T S 10 / ;n REA®ITEM NO.25 (1)FIRST AMERICAN TITLE INSURANCE COMPANY COMMITMENT FOR TITLE INSURANCE WITH A OF(2) o�� �OS' I N80' / / P COVENANTS,CONDITIONS AND RESTRICTIONS BY CANYON PARK,LLC,AN IDAHO LIMITED UABILITY COMMITMENT NO.OF NCS-11804407-SAi DATED JUNE 01,2023 PTR. o i RPT0619,010050 0 0� L15 I 3625"W/ / a / q COMPANY("DECLARANT")IN THE DOCUMENT ENTITLED"DECLARATION OF COVENANTS, ( ) Z U a° O �m CONDITIONS,RESTRICTIONS AND EASEMENTS BY CANYON PARK,LLC,(AN IDAHO LIMITED (2)CANYON PARK AMENDED SUBDIVISION,A PLANNED UNIT DEVELOPMENT,A RESUBDIV1510N w a" REq a S _ / / CN 80'4q•31'ly] a / UABILITY COMPANY)"DECLARANT""RECORDED NOVEMBER 27,2001 AS INSTRUMENT NO. AND RENUMBERING OF A PORTION OF CANYON PARK NORTH SUBDIVISION AND A o I 2001-021762,RECORDS OF TWIN FALLS COUNTY. PORTION OF CANYON PARK WEST NO.1 SUBDIVISION FILED DECEMBER 23,2013 IN a Qo k�m / PILL / BOOK 24 OF PLATS AT PAGE 27 AS INSTRUMENT NO.2013025885,RECORDS OF TWIN rn 3 q6. 3615.43 SCP A [AMONG OTHER THINGS,THE ABOVE DEED STATES THAT(4)DECLARANT RESERVES A FALLS COUNTY. .84 L 3618 ^ I 190.55' 248.51' NONEXCLUSIVE EASEMENT ON,OVER AND THROUGH THE PARKING AREA AND THE DRIVEWAYS S I. P J I // / L12 / `WITHIN THE PROJECT FOR(I)VEHICULAR ACCESS,INGRESS AND EGRESS,PARKING OF (3)CANYON PARK NORTH SUBDIVISION,A PLANNED UNIT DEVELOPMENT,FILED NOVEMBER < 821' PERMITTEE'S VEHICLES WITHIN DESIGNATED PARKING STALLS AND(II)PEDESTRIAN ACCESS, 29,ORDS OF TWIN FALLS COUNTY.2000 IN BOOK 17 OF PLATS AT PAGE 29 AS INSTRUMENT NO.2000-018567, 3616.10 SCP rn E INGRESS AND EGRESS AND PASSAGE; (5)DECLARANT RESERVES THE RIGHT TO GRANT AN REC k / / EXCLUSIVE PARKING USE EASEMENT IN DESIGNATED SPACES TO THE OWNER OR OCCUPANT OF A h R / A PARCEL,PROVIDED SUCH DESIGNATED SPACES ARE LOCATED SOLELY ON SUCH PARCEL; (6) OC DECLARANT RESERVES A NONEXCLUSIVE EASEMENT IN,TO,OVER,UNDER,ALONG AND ACROSS PARTIAL LEGEND Z nnn o THOSE PORTIONS OF THE COMMON AREA NECESSARY FOR THE INSTALLATION,USE, MAINTENANCE,REPAIR,RELOCATION AND REMOVAL OF UTILITIES THAT ARE SERVING SUCH OWNER E 3618.99 SCP ? I 7• / • • • rn 'S PARCEL; AND(9)DECLARANT RESERVES A NONEXCLUSIVE EASEMENT FOR SURFACE INDICATES THE BOUNDARY OF THIS RECORD BOUNDARY AND / RECOSURVEYOR / DRAINAGE OVER THE MMON AREA THROUGH THE DRAINAGE PATTERNS AND SYSTEMS AS ARE EASEMENT MAP CONSISTING OF 40,704 SQ.FT.OR 0.934 ACRES U O M WZ y 10 I / / PSE �O4ERS MENDED ON-N_WT ESTABLISHED FROM TICEH TO THE WITHIN THE COMMON AREA OF THE PROJECT.] O REFER TO THE BOUNDARY MONUMENT AND SURVEY CONTROL POINT DESCRIPTIONS Y (/, ILUggp// ioe`// SQ'FT OR 0. LEASED / REA 31 ITEM NO.31 SHOWN ON SHEET C38. (f) BE ^Y 934 ACRES THE COVENANTS,CONDITIONS AND RESTRICTIONS BY CANYON PARK DEVELOPMENT,LLC,AN IJ.J fL i IDAHO LIMITED LIABILITY COMPANY("DECLARANT"),DATED DECEMBER 23,2013,RECORDED 1© REFER TO EASEMENT DESCRIPTIONS SHOWN ON SHEET C38. VVV OQ 361403FG m Z EXHIBIT q OF �0 361-9 SCP DECEMBER 23,2013 AS INSTRUMENT N0.2013025871,RECORDS OF TW1N FALLS COUNTY. UE UTILITY EASEMENT. OF E 3620.36 SCP w P" c / // VES A AND LOT 6 D1 F�) 8 / NON-EXCLUSNG IVE EASEMENT ON,OVER AND THROUGH THE R THINGS,THE ABOVE DEED STATES THAT(PARKNG AREA ADECLARANT ND RDRIVEWAYS WITHIN PRDAUL PRIVATE LOT RESERVED FOR ROADWAY,DRAINAGE,ACCESS,UTILITIES AND m m OF BLOCK 7 / LANDSCAPING PURPOSES W CA THE PROJECT FOR(I)VEHICULAR ACCESS,INGRESS AND EGRESS,PARKING OF PERMITTEE'S 'R g Z I /6a 4i // (3618�88 SCP RP O619�0OD / VEHICLES WITHIN DESIGNATED PARKING STALLS AND(H)PEDESTRIAN ACCESS,INGRESS AND LUASDE PUBLIC LANDSCAPE,UTILITY,ACCESS,SIDEWALK AND DRAINAGE EASEMENT v Q J Q ZQ EGRESS AND PASSAGE BY PERMITTEES; (6)DECLARANT RESERVES A NONEXCLUSIVE EASEMENT O J IN,TO,OVER,UNDER,ALONG AND ACROSS THOSE PORTIONS OF THE COMMON AREA NECESSARY PSE PUBLIC SEWER EASEMENT. W cc FOR UTILITIES THAT ARE SERVING SUCH OWNER'S PARCEL; (9)DECLARANT RESERVES A m 0 W (�- y / ASp fly NONEXCLUSIVE EASEMENT FOR SURFACE DRAINAGE OVER THE COMMON AREA THROUGH THE RPAE RECIPROCAL PARKING AND ACCESS EASEMENT./7 P44 y DRAINAGE PATTERNS AND SYSTEMS AS ARE ESTABLISHED FROM TIME TO TIME WITHIN THE ¢14 ¢O 0' COMMON AREA OF THE PROJECT.] CLEE CITY LAW ENFORCEMENT EASEMENT. O 1 c o 0 a / PRDAUL®ITEM NO.32 CME CITY MAINTENANCE EASEMENT. ~(U I Z�Q Q ¢0 a=0758•p '� \��°' / .� N N ALL MATTERS,COVENANTS,CONDITIONS,RESTRICTIONS,EASEMENTS AND ANY RIGHTS,INTERESTS (UI��J J H L�60.09' y / ^� 7 Z m L Ill a s LLl a 3619.32 SCP n� O OR CLAIMS WHICH MAY EXIST BY REASON THEREOF,DISCLOSED BY THE RECORDED PLAT AE ACCESS EASEMENT. 0 I Z h Z W c1 6:24.36 i y �"� �('`^'/ /,N ENTITLED"CANYON PARK AMENDED SUBDIVISION,A PLANNED UNIT DEVELOPMENT"RECORDED ¢ZQ 0 O Q I� 53" 4, / ry DECEMBER 23,2013,AS INSTRUMENT NO.201 3-02 5885 IN BOOK 24 OF PLATS AT PAGE 27, INOB IN-N-OUT BURGER 0_ 0 SZ O (� RECORDS OF TWIN FALLS COUNTY. +o-�i�n oM �2p� \� `O U JP / N V PILL PROPOSED INOB LEASE PREMISE LINE W oar �/ 3619.20 SCP J [AMONG OTHER THINGS,THIS ITEM STATES THAT(2)THE EASEMENTS INDICATED ON THIS PLAT ra C �a I W % R$43ll ..00, J� v PROJECT NORTH TRUE NORTH (INCLUDING THE 10.00 FOOT WIDE LANDSCAPE,UTILITY,ACCESS,SIDEWALK AND DRAINAGE R PROPERTY UNE. W V nw EASEMENT)ARE NOT DEDICATED TO THE PUBLIC BUT THE RIGHTS TO USE SAID EASEMENTS ARE d on — =p^ n/ Qy 0 15 30 60 g0 HEREBY PERPETUALLY RESERVED FOR PUBUC LANDSCAPE,UTILITY,ACCESS,SIDEWALK AND REA RECIPROCAL EASEMENT AGREEMENT ai \ DRAINAGE PURPOSES AND SUCH OTHER PUBLIC USES AS DESIGNATED ON THIS PLAT; AND(6) O� ¢ $ / .o TRACT"A"FOR FILLMORE STREET(PRIVATE)IS A NON BUILDING LOT RESERVED FOR ROADWAY, m zo _ a 76 l DRAINAGE,ACCESS,UTIUTIES AND LANDSCAPING,AND MAINTENANCE SHALL BE IN ACCORDANCE ?OG �V SSg. C3� / ,y GRAPHIC SCALE WITH COMMON AREA REQUIREMENTS AS OUTLINED IN DECLARATION OF COVENANTS,CONDITIONS, �/ m pp' N SCALE: 1"-30' MSL ENGINEERING,INC.RECOMMENDED LEGAL DESCRIPTION 3623.28 SCP �i1 C2 / = RESTRICTIONS AND EASEMENTS BY CANYON PARK IN INST.#2001-021762 AND AMENDMENTS � p F \ PJ �\ /,yam THERETO IN INST.#2012-021235.1 FOR THE PROPOSED IN-N-OUT BURGER LAND TO BE LEASED 0 CTME'��" THE EFFECT OF O e�OPJC,v- (pUe</C S�• C$'>?>9 '�ryO�95 ®CORP RATION(-CITY AND ECANYON PARK DEVELOPMENT,LLC.AN I IDAHO LIMITED LIIAIBIUTY AMENDED SUB DIVISION,EN THE CITY OFPORTION FALLS,T EXCLUDED OF RTWINLF LOT 8 BLOCK 1 OF CANYON PARK AMENDED OFALLS,STATE OF N A PLANNED IDAHOAS GME RFFr y� p 3� COMPANY("DEVELOPER"),ENTITLED"ROADWAY CONSTRUCTION AND MAINTENANCE AGREEMENT" SHOWN ON THE CERTAIN PLAT FILED DECEMBER 23,2013 UNDER RECORD'S INSTRUMENT NO. DATED DECEMBER 26,2013,RECORDED DECEMBER 27,2013 AS INSTRUMENT NO.2013-026149, 2013025885 IN BOOK 24 OF PLATS AT PAGE 27 OF RECORDS IN THE OFFICE OF THE COUNTY /,, •o'`V'2 RECORDS OF TWIN FALLS COUNTY. W y =�^^�y N C' RECORDER OF SAID COUNTY DESCRIBED AS FOLLOWS: COMMENCING AT THE NORTHEAST CORNER OF SAID LOT 8; [AMONG OTHER THINGS,THIS ITEM STATES THAT(7)DEVELOPER,AS GRANTOR,HEREBY GRANTS THENCE SOUTH 2254'09"WEST ALONG THE EASTERLY LINE OF SAID LOT 8(SHOWN AS SOUTH OQ N a TO THE CITY AND THE CITY POLICE DEPARTMENT AN EASEMENT TO ENTER UPON FILLMORE 22'46'03"WEST ON SAID AMENDED SUBDIVISION)8.21 FEET TO THE TRUE POINT OF BEGINNING OF r>b3 / STREET TO PATROL FILLMORE STREET AND PERFORM LAW ENFORCEMENT ACTIVITIES; AND(9)TO THIS DESCRIPTION; \ THE EXTENT THE CITY WILL MAINTAIN THE ROADS CONNECTING TO FILLMORE STREET AND/OR THENCE CONTINUING ALONG SAID EASTERLY UNE OF LOT 8 SOUTH 22'54'09"WEST 212.79 FEET;k 11 Q THE ACCESS PARCEL.] THENCE LEAVING SAID EASTERLY LINE OF LOT 8 NORTH 63'33'11"WEST 3.43 FEET TO THE BEGINNING OF A CURVE CONCAVE TO THE NORTHEAST HAVING A RADIUS OF 25.00 FEET; 44� AE RPAE®ITEM NO,34 THENCE NORTHWESTERLY 9.84 FEET ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 2233'31"TO AN EASEMENT AGREEMENT BY AND BETWEEN BASE JUMPER L.L.C.,AN IDAHO UMITED LIABILITY THE BEGINNING OF A REVERSE CURVE CONCAVE TO THE SOUTHWEST HAVING A RADIUS OF 35.00 1n O COMPANY("BASE JUMPER"),AND BASE JUMPER TWO L.L.C.,A UTAH UMITED LIABIUTY COMPANY FEET,A RADIAL UNE THROUGH SAID BEGINNING OF REVERSE CURVE BEARS SOUTH 4WOO'20"WEST; Z N 8kJ �(1) / ("BASE JUMPER TWO"),COLLECTIVELY KNOWN AS'OWNERS",IN THE DOCUMENT ENTITLED"CROSS THENCE NORTHWESTERLY 8.45 FEET ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 13-49'34"TO 0 ,a EASEMENT AGREEMENT(BASE JUMPER AND BASE JUMPER TWO)"DATED JANUARY 14,2014, THE BEGINNING OF A COMPOUND CURVE CONCAVE TO THE SOUTHWEST HAVING A RADIUS OF 450.00 (A ,� RECORDED JANUARY 17,2014 AS INSTRUMENT NO.2014-000963,RECORDS OF TWIN FALLS FEET,A RADIAL UNE THROUGH SAID BEGINNING OF COMPOUND CURVE BEARS NORTH 3570'46"EAST; > ME CLEF < COUNTY. THENCE NORTHWESTERLY 72.10 FEET ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 0910'46"; U, a a a a a PRDAUL LOT 1 OF BLOCK 1 7 /`� AMONG OTHER THINGS,THIS ITEM STATES THAT 5 BASE JUMPER HEREBY GRANTS TO BASE THENCE NORTH 64'00'00"WEST 10.17 FEET TO THE BEGINNING OF A CURVE CONCAVE TO THE SOUTH OF(2); REA Bg `� �,/ [ () HAVING A RADIUS OF 16.80 FEET; RPT06190®001D \ �S O JUMPER TWO,AND NCI-VERSA,A NON-EXCLUSIVE EASEMENT FOR INGRESS AND EGRESS THENCE WESTERLY 7.81 FEET ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 2637'18"; ALONG,OVER AND ACROSS THE COMMON BOUNDARY LINE BETWEEN THE TWO PROPERTIES,AND Z Q ^ / AT THE APPROXIMATE LOCATIONS SHOWN AND HIGHLIGHTED ON EXHIBIT"C",OVER AND ACROSS THENCE SOUTH 89'22'42"WEST 8.56 FEET TO A POINT ON THE SOUTHWESTERLY LINE OF SAID LOT 8, LL N Nz �C/) THOSE PORTIONS OF EACH PROPERTY SPECIFICALLY DESIGNED FOR USE BY VEHICULAR AND SAID POINT BEING THE BEGINNING OF A NON-TANGENT CURVE CONCAVE TO THE SOUTHWEST HAVING PEDESTRIAN TRAFFIC FROM TIME TO TIME; (6)THE INGRESS AND EGRESS EASEMENT SHALL A RADIUS OF 432.00 FEET AND TO WHICH BEGINNING A RADIAL LINE BEARS NORTH 22'25'56 EAST; W ALSO INCLUDE NON-EXCLUSIVE PARKING RIGHTS OVER BOTH PROPERTIES WITH THE INTENT THAT THENCE NORTHWESTERLY 41.12 FEET ALONG SAID CURVE AND THE SOUTHWESTERLY LINE OF SAID LOT Z Q Q• THE PARKING SPACES BE COUNTED AS PARKING FOR BOTH COMBINED PROPERTIES WHEN THENCEUGH A LEAVINGETHEAL ANGLE OF SOUTHWESTERLY3UNE OF SAID LOT 8 NORTH 47'41'ST"WEST 8.32 FEET; 5 c n v DETERMINING ANY REQUIRED PARKING RATIO.] L Q L o J• THENCE NORTH 41'24'02"WEST 19.55 FEET TO THE BEGINNING OF A CURVE CONCAVE TO THE w NORTHEAST HAVING A RADIUS OF ET L FEET; J LINE TABLE CURVE DATA TABLE J THENCE NORTHWESTERLY 73.30 FEET ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 37'29'59" NO. BEARING DISTANCE NO. DELTA RADIUS LENGTH / TO A RADIAL LINE Q THENCE ON THE PROLONGATION SAID CURVE WHICH BEARS SOUTH 86'05'S7"WEST;OF SAID RADIAL UNE 5 FEET TO THE BEGINNING OF A Li N22'54'09"E 2.00' Ci 22'3331" 25.00' 9.84' NON-TANGENT CURVE CONCAVE TO THE EAST HAVINGRADIUS A RADIUS OF 117.50 FEET AND TO WHICH W L2 N63'33'11"W 3.43' C2 13'49'34" 35.00' 8.45' BEGINNING A RADIAL LINE BEARS SOUTH 86'05'57"WEST; Q S THENCE NORTHERLY 26.18 FEET ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 12'46'04"; G L3 N49'00'20"E(R,PRC) ---- C3 09'10'46" 450.00' 72.10' 6S, THENCE NORTH 08'52'01"EAST 56.58 FEET; Z W L4 N3510'46"E(R,PCC) ---- C4 26'37'18" 16.80' 7.81' THENCE SOUTH 81'05'14"EAST 271.52 FEET TO THE TRUE POINT OF BEGINNING OF THIS DESCRIPTION. W L5 N64'00'00"W 10.17' C5 05'27'11" 432.00' 41.12' J /yJ� IJ�J L6 N89'22'42"E 8.56' C6 37'29'59" 112.00' 73.30' F W W L7 N22'25'56"E(R) ---- C7 12'46'04" 11 zr l L8 N47'41'51"W 8.32' J V L9 N41'24'02"W 19.55' B- L10 N86'05'57"E(R) 5.50' L11 N08'52'01"E 56.58' DRWN L12 N81'05'14"W 271.52' CKD M.S.L L13 N16'58'45"E(R) DATE 04-01-2024 L14 N07'29'45"E(R) ---- DRAWING L15 N81'OS'14"E 24.96' L16 NT16'30"E(R) ---- C38 8 JN 230I6-=16 C38tebdn ENS FO,y`cF9 PLANTING LEGEND -LPE �gLLjy►� <P, �LPE a ZOSZO SYMBOL BOTANICAL NAME COMMON NAME SIZE QUANTITY SPACING REMARKS to 9,9,TF OF\OP'011 Ol 8"S 0 o CARPINUS CAROLINIANA TREES 90N D.prcV� � NANDINA DOMESTIC A 'SEIKA' Op —ACER PALMATUM EVER RED 4'OVERALL +/-3 PER PLAN STANDARDS- a w HEUCHERA DOLCE ACER PALMATUM 'EVER RED' JAPANESE MAPLE HEIGHT MIN. MATCHED 'EVER RED' a I 'KEY LIME PIE' o I HEUCHERA FFiii Z 'RUBY TUESDAY' EXAMPLE A BOULDER Ojj� GROUPING � —ACER PLATANOIDES NORWAY MAPLE 2"CALIPER +/-6 PER PLAN STANDARDS I 'EMERALD QUEEN' MATCHED §3 G; z 41 ® z 5Z A CARPINUS CAROLINIANA NATIVE FLAME 2"CALIPER +/-3 PER PLAN STANDARDS- rn W 'NATIVE FLAME' AMERICAN HORNBEAM MATCHED (j LL LL Z ?z Q —PRUNUS VIRGINIANA CANADA RED SELECT 2"CALIPER +/-17 PER PLAN STANDARDS- co y� 'SHUBERT SELECT CLUMP CHOKECHERRY MATCHED LU Q a 12"SD y // LU m J INV. AT 'L " // ®" z 12"SD / // • O CALAMAGROSTIS X ACUTIFLORA SHRUBS J(J 4 0 D T " 'KARL FOERSTER' t/'IZ�g ZQ cw51`\ 3 BERBERIS THUNBERGII CONCORDE JAPANESE 5 GALLON +/-171 24"O.C. TRIANGLE SPACING PEROVSKIAATRIPLICIFOLIA 'CONCORDE' BARBERRY 'LISSLITT' ® BOUTELOUA GRACILIS BLONDE AMBITION BLUE 5 GALLON +/-60 24"O.C. TRIANGLE SPACING 9!q a �a \\ EUONYMUS JAPONICUS 'BLONDEAMBITION' GRAMAGRASS �0 �i o a I3aS \\\ 'MONESS' ® COTINUS COGGYGRIA LILLA SMOKE BUSH 5 GALLON +/-31 36"O.C. TRIANGLE SPACING \\ z BOUTELOUAGRACILIS 'LILLA' \M a 'BLONDE AMBITION' ® CALAMAGROSTIS X ACUTIFLORA FEATHER REED GRASS 5 GALLON +/-49 36"O.C. TRIANGLE SPACING a 'KARL FOERSTER' EUONYMUS JAPONICUS SILVER PRINCESS 5 GALLON +/-33 24"O.C. TRIANGLE SPACING j A\ y 12"SD i // / 'MONESS' BOXLEAF EUONYMUS V/ PICEA PUNGENS / ILEX GLABRA W INV O HEMEROCALLIS DAYLILY RED 5 GALLON +1-56 24"O.C. TRIANGLE SPACING W / o 3 % 'GLOBOSA' O 'SHAMROCK' \ 'PARDON ME' z � o $m EXAMPLE A BOULDER / `/ �. �•• COTINUS COGGYGRIA OO HEUCHERA RUBYTUESDAY HEUCHERA 5GALLON +/-40 24"O.C. TRIANGLE SPACING oa GROUPING /// ��7 'LILLA' 'RUBYTUESDAY' o O - F' " ® HEUCHERA DOLCE DOLCE KEY LIME PIE 5 GALLON +/-108 24"O.C. TRIANGLE SPACING a ^ w •G R 5 /// PANICUM VIRGATUM 'KEY LIME PIE' HEUCHERA it o`o r, 'SHENANDOAH' QQ ILEX GLABRA SHAMROCK INKBERRY 5 GALLON +/-60 24"O.C. TRIANGLE SPACING 'SHAMROCK' MAHONIAAQUIFOLIUM Q MAHONIAAQUIFOLIUM ORANGE FLAME 5GALLON +/-37 36"O.C. TRIANGLE SPACING 'ORANGE FLAME' 'ORANGE FLAME' OREGON GRAPE HOLLY N O +• }/ y�/ WY �'� ® NANDINA DOMESTICA OBSESSION NANDINA 5 GALLON +/-71 36"O.C. TRIANGLE SPACING MM ;,off•. 3SD Sgy'4,- ,SEIKA' Z S/ C� 7 Q• PEROVSKIA ATRIPLICIFOLIA LACEY BLUE 5 GALLON +/-14 36"O.C. TRIANGLE SPACING Q 1�1R HEMEROCALLIS ® � ® 'LISSLITT' RUSSIAN SAGE M 'PARDON ME' ® ® O PANICUM VIRGATUM SHENANDOAH 5 GALLON +/-108 24"O.C. TRIANGLE SPACING = a U BERBERIS THUNBERGII \SOH.� / O • 'SHENANDOAH' SWITCH GRASS Q 'CONCORDE' _ ® PINUS MUGO MOPS MUGO PINE 5 GALLON +/-35 36"O.C. TRIANGLE SPACING Cf) = Q EXAMPLE A BOULDER 'MOPS' LLJ 0 0 0 0- GROUPING a, � Z PRUNUS VIRGINIANA ® PICEA S NGENS DWARF GLOBE 5 GALLON +/-15 36"O.C. TRIANGLE SPACING z S� PINUSMOPSMUGO •c,, 'SHUBERTSELECT 'GLOBOSA' BLUE SPRUCE ¢ p N ACER LATANOIDES ° DWARF TALL FESCUE/ LOCAL-AVAILABLE, SOD +/-609 PER PLAN w W m 'EMERALD QUEEN' " ? O ID BLUE GRASS BLEND SUBMIT CUT SHEET TO SO FT ��rjjj s Q a ICY "" .+ BUXUSX ' OWNER PRIOR TO ORDERING 'GREEN MOUNTAIN' J CV � 2"C� ""�" •� PROTECTIVE BARRIER HEDGE m U W I�"U, BUXUS X GREEN MOUNTAIN 5 GALLON +/-141 12"O.C. ROOT BALL TO ROOT a= J ,0 ¢aai �O (O 'GREEN MOUNTAIN' BOXWOOD BALL DEPENDENT ON O O-W J o F PLANT SIZE LU Z O>J IaL Ill =F E �1 NOTE: - I Z N z 0 N Z m \ / ICV® 1. QUANTITIES SHOWN ARE APPROXIMATE,CONTRACTOR SHALL VERIFY COUNT.BASED UPON SPACING INDICATED. IL a c1pp O (O CV 2. ALL PLANT MATERIAL SHALL BE REVIEWED AND APPROVED BY IN-N-OUT REP.AND LANDSCAPEE ARCHITECT. O-Z U`R� O �U 2 G /01 \ 3. ALIGN TREES WITH PARKING STALLS STRIPING. 4. INSTALL 3"SHREDDED MULCH FOR ALL LANDSCAPE AREAS. tl a C TV \ a h G J \ 3�¢�& LANDSCAPE CONSTRUCTION LEGEND LANDSCAPE BOULDER LEGEND x o rn' ° / IC \ S TSC SYMBOL MATERIAL BOULDER# SIZE TYPE/COLOR/MANUFACTURER U O E 3"DEPTH OD 3/4"MIN DECORATIVE CRUSH ® 1 1'X 2'X 3' LOCALLY HARVESTED QUARRY ROCK TO BE °IGM �\ � \\ SHOWN L ROCK TO MATCH DEVELOPMENT.LOCALLY USED FOR ACCENT BOULDERS. HARVESTED SUBMIT SAMPLE TO OWNER FOR 2 2'X 4'X 3' BOULDER/COLOR:ANGULAR BASALT ® DWARF TALL FESCUE/ APPROVAL TO MATCH DEVELOPMENT BLUE GRASS BLEND 6"X 6"MOW CONCRETE BAND TO 3 TX TX 3' SUBMIT SAMPLE TO OWNER FOR APPROVAL SEPARATE ALL LAWN AREA FROM PLANTER AREAS BOULDER PLACEMENT(GROUPINGS)SHALL BE REVIEWED BY THE LANDSCAPE ARCHITECT PRIOR TO PLACEMENT. PLAN VIEW SCALE:1":20'-0" 24 WIDE MATTED T OB CIVIL DRAWINGS WALKWAY REFER TO CIVIL DRAWINGS [n z O U) CIVIL DRAWINGS REFERENCE NOTE: w -REFER TO CIVIL DRAWINGS SHEET C3 FOR THE FOLLOWING IL ITEMS: -DIMENSIONS OF ALL PROPERTY LINES N -LABELING OF ALL EXISTING AND PROPOSED BUILDINGS, STRUCTURES,AND LANDSCAPING ELEMENTS. Z ALL TABULATION OF SITE ITEMS INCLUDING PERMEABLE AND �7�J �. E Q NON PERMEABLE SURFACES. JJ 20' 10, 0' 20' 40' S. 60' W � L.L EXISTING TREE PROTECTION NOTES CONTRACTOR SHALL PROTECT EXISTING TREES IN PLACE AND PROVIDE TEMPORARY W `^ o ORANGE CONSTRUCTION FENCING 10'FROM TRUNK MIN TO REMAIN DURING CONSTRUCTION. SCALE:1":20'-0" V J DO NOT NOT CUT OR DAMAGE ANY ROOT LARGER THAN 2"WITHOUT REVIEW AND WRITTEN GRAPHIC SCALE Q APPROVAL BY A CERTIFIED ARBORIST.DO NOT INSTALL ANY PLANT MATERIAL WITHIN 12"OF ANY ROOT SYSTEMS.ANY ILL AFFECTS ON THE HEALTH OF THE EXISTING TREES IS Z z OBSERVED AND WAS A DIRECT RESULT OF THE DISTURBANCE DURING CONSTRUCTION, LANDSCAPE ARCHITECT: E;IF THE TREE CANNOT BE AVEDLCONTRACTOR SHALL PROVIDE CRED TOFOR TREE AS ESTABLISHED BY 'SAVE THE TRE1poN u F°Oq J Z Q CERTIFIED ARBORIST OF OWNERS CHOOSING AND AT CONTRACTORS EXPENSE. * �° l c "ss F W J J EXAMPLE A BOULDER GROUPING m o z LL a Underground Service Alert LANDSCAPE IRRIGATION INTENT: BPA SIGNATURE DATE: 04-01-2024 y LA-16934 ` • a- AGRONOMIC SOILS REPORT REQUIREMENT FIBERWEB BIO BARRIER: IT IS THE INTENT TO PROVIDE AN IRRIGATION DESIGN UTILIZING DRIP IRRIGATION SYSTEM FOR L oEgNOSC pe�pP Call: Toll Free AFTER MAJOR GRADING OPERATIONS ARE COMPLETED,CONTRACTOR SHALL OBTAIN • CONTRACTOR SHALL INSTALL TREE ROOT BARRIERS FOR ALL TREES WITHIN 6' THE ENTIRE SITE BURIED A CONSTANT 4"BELOW FINISH GRADE AND STAPLED DOWN @ 5' LANDSCAPE ARCHITECTS DRWN D.K. SOIL SAMPLES FROM MIN 6"DEPTH AND SUBMIT TO AN APPROVED LABORATORY FOR OF CONCRETE EDGE.INSTALL THE 24"VERSION AND SHALL BE CONTINUOUS FOR INTERVALS FOR ADDED PROTECTION.THE IRRIGATION SYSTEM SHALL BE CONTROLLED BY A E I�� CKD B.M.P. I l ANALYSIS AND RECOMMENDATIONS.OBTAIN A MINIMUM OF1SAMPLEPERACREAND 10,ON EITHER SIDE OFTREE. SMART CONTROLLER WITH ONSITE WEATHER SENSOR AND REMOTE OPERATION THROUGH THE BRAN DON PETRUNIO&ASSOCIATES, INC. DATE Da-of-zoza 1 SAMPLE AFTER IMPLEMENTATION OF FIRST REPORT FOR VERIFICATION SOIL • STREET TREES AND OTHER TREES LOCATED WITHIN 10-FEET OF THE PUBLIC INTERNET FROM CENTRAL LOCATION.CONTROLLER SHALL BE A TYPE WHICH AUTOMATICALLY LAN DSC..r�r c ma MEETS SOILS LAB STANDARDS.REPORTS MUST BE SUBMITTED TO LANDSCAPE RIGHT-OF-WAY(WITH THE EXCEPTION OF PALM TREES)SHALL BE PROVIDED ADJUSTS RUNTIMES AND FREQUENCIES BASED,NOT ONLY ON HISTORICAL ET,BUT ACTUAL DRAWING TWO WORKING DAYS ARCHITECT,CITYAND OWNERS REP.FOR REVIEW AND APPROVAL. WITH A BID BARRIER. ONSITE WEATHER CONDITIONS. Design Studio:301 N.San Dimas Ave.,San Dimas,CA.91773 BEFORE YOU DIG Corp Office:15699 Cherry Leaf Lane,Fontana,CA.92336 T:(424)235-8940,M:(951)312-9943,E:brandon@bpalas.com LPP.1 JN 23018-23 C30t ----soft .......,. _ IN-WOUT Mill l*N-p0 IMF a - 4 ' A .y ._., 'wry mti:��.i�':• _ _�� I N-N-O U T BURGER TWIN FALLS, ID ISSUED: 03/04/24 "GOD BLESS AMERICA" 1965 BLUE LAKES BLVD. NORTH 13502 HAMBURGER LANE BALDWIN PARK, CA 91706 BONE CHINA STUCCO, COLORADO STONE WIRECUT BRICK "ICEBERG" WITH ROWLOCK SILL, FLAT ROOF, AND COOLEY BRITE AWNINGS II _ r .. .. .r. _ .. .. `..a .....; .-. .. lip Ir I N-N-O U T BURGER TWIN FALLS, ID ISSUED: 03/04/24 "GOD BLESS AMERICA" 1965 BLUE LAKES BLVD. NORTH 13502 HAMBURGER LANE BALDWIN PARK, CA 91706 BONE CHINA STUCCO, COLORADO STONE WIRECUT BRICK "ICEBERG" WITH ROWLOCK SILL, FLAT ROOF, AND COOLEY BRITE AWNINGS Jody Green From: Kelli Ebersole Sent: Tuesday, May 14, 2024 3:18 PM To: Jody Green Subject: FW: Outback Cross Parking CITY OF TWIN FALL SERVING Kelli Ebersole, CityP/,3nner Planning & Zoning Department 203 Main Ave. E., Twin Falls, ID 83301 208-735-7294 keebersole@tfid.ora From: Kelli Ebersole Sent: Monday, March 4, 2024 11:17 AM To:Todd Smith < Subject: FW: Outback Cross Parking Kelli Ebersole, City Planner Planning & Zoning Department 203 Main Ave. E., Twin Falls, ID 83301 208-735-7294 keebersole@tfid.org From:Jonathan Spendlove<JSpend love @tfid.org> Sent:Thursday, February 8, 2024 9:42 AM To: 'Trevor White' < Subject: RE: Outback Cross Parking Thanks Trevor, I believe this would satisfy any issues that may arise on our end. You may have some internal strife, but if anyone seeks something from us, we will use this email to kindly steer them back your way. I am not sure that will be super helpful, but it should leave our bureaucratic processes out of your discussions for the most part. -Jonathan From:Trevor White< Sent: Wednesday, February 7, 2024 3:31 PM 1 To:Jonathan Spendlove<JSpendlove@tfid.org> Subject: Outback Cross Parking [EXTERNAL SENDER] Hi Jonathan, Here is what I am finding on cross parking rights for the Outback pad. Section 3.01 of the Canyon Park LLC DEC/CCR recorded May 17,2001 gives all occupants of the shopping center a nonexclusive easement for vehicle parking.There is a similar document for CPW with the same language. Im not sure if the two properties have cross easement rights with each other but Outbacks pad should be able to include in parking ratios the parking at Johnny Carinos and Best Buy—Sportsmans. ARTICLE III EASEMENTS 3.01 Ingress, -9-e.s and Parking. Suhiect to subparnbruphs (e) and (1) of this section 3.01. Declarant reserves for itself mid *rants to each present and future Owner and Occupant, for the benefit of cacti Parcel (the benefited Parcel) and its Occupants, u nonexclusive msemcnt on. over and through the Parking Area and the driveways within the Project (the Burdened Parcel) for (i) vehicular access, ingress and egress by Permiltees from public streets at the location of all curb cuts (when establisk-d). passage of Pcmtittee's vehicles over established circulation elements (�ihcn constructed), and parking of Perrnittces' vehicles within designated parking stalls (when constructed) arxi (i) pedestrian access, ingress and egress and passage by Permittecs. Each future Owner, by taking title to its Parcel subject to this M-claration, shall be deemed to have granted such easement with respect to the Parking Area on its Parcel to all other Owners and their Occupants. Such easement rights shall exist only during the term of this Declaration and shall be subject to the following reservations tz well as atlwr provisions contained in this Declaration: Trevor White I GM I Idaho Regional Office 1485 Pole Line Road F.Suite OFC I Twin Falls,ID 83301 =4"E 0M WOODBURY 11� CORPORATION 2 750 FOOT AROUND RP09S17E341200 UNITED STATES DEPARTMENT OF THE INTERIOR BUREAU OF LAND MANAGEMENT RPT00097344825 STATE OF IDAHO 3311 WEST STATE ST BOISE ID RPT00097344851 STATE OF IDAHO 3311 WEST STATE ST BOISE ID RPT00097344862 STATE OF IDAHO RPT00097345400 STATE OF IDAHO 3311 WEST STATE ST BOISE ID RPT00097345422 CITY OF TWIN FALLS P O BOX 1907 TWIN FALLS ID RPT06190010010 CANYON PARK EAST, LLC ATTN: PATRICK WOOD 14 CORPORATE PLAZA DR STE 120 NEWPORT BEACH CA 92660 Page 1 of 5 RPT06190010020 JAMES GADDIS INVESTMENT CO LLC ATTN: PATRICK WOOD 14 CORPORATE PLAZA DR STE 120 NEWPORT BEACH CA 92660 RPT06190010030 IDAHO CENTRAL CREDIT UNION P O BOX 2469 POCATELLO ID 83206 RPT06190010050 CANYON PARK WEST, LLC (46.09%) WOOD WEISS CANYON PARK WEST, LLC (4.05%) KIP CANYON PARK WEST, LLC (15.52%) 99 PALMS SMART, LLC (2.34%) LB CANYON PARK WEST, LLC (26.55%) FF CANYON PARK WEST, LLC (5.45%) TC ATTN: PATRICK WOOD 14 CORPORATE PLAZA DR STE 120 NEWPORT BEACH CA 92660 RPT06190010060 MHC -TWIN FALLS H2, LLC 1468 KIMBROUGH RD STE 103 GERMANTOWN TN 38138 RPT06190010070 TC & E REALTY, INC (79.3%) WB&H INVESTMENTS, LLC(20.7%) SAVORY MB STORES, LLC SAVORY MANAGEMENT SERVICES, LLC 1557 W INNOVATION WAY STE 150 LEHI UT 84043 Page 2 of 5 RPT06190010080 CANYON PARK EAST, LLC (46.09%) WOOD WEISS CANYON PARK EAST, LLC (4.05%) KIP CANYON PARK EAST, LLC (15.52%) 99 PALMS SMART EAST, LLC (2.34%) LB CANYON PARK EAST, LLC (26.55%) FF CANYON PARK EAST, LLC (5.45%) TC ATTN: PATRICK WOOD 14 CORPORATE PLAZA DR STE 120 NEWPORT BEACH CA 92660 RPT061900100A0 CANYON PARK WEST, LLC (46.09%) WOOD WEISS CANYON PARK WEST, LLC (4.05%) KIP CANYON PARK WEST, LLC (15.52%) 99 PALMS SMART, LLC (2.34%) LB CANYON PARK WEST, LLC (26.55%) FF CANYON PARK WEST, LLC (5.45%) TC ATTN: PATRICK WOOD 14 CORPORATE PLAZA DR STE 120 NEWPORT BEACH CA 92660 RPT061900100BO CANYON PARK WEST, LLC (46.09%) WOOD WEISS CANYON PARK WEST, LLC (4.05%) KIP CANYON PARK WEST, LLC (15.52%) 99 PALMS SMART, LLC (2.34%) LB CANYON PARK WEST, LLC (26.55%) FF CANYON PARK WEST, LLC (5.45%) TC ATTN: PATRICK WOOD 14 CORPORATE PLAZA DR STE 120 NEWPORT BEACH CA 92660 RPT06220010010 NCI TWIN FALLS LLC 875 N MICHIGAN AVE STE 3612 CHICAGO IL 60611 Page 3 of 5 RPT06220010020 CANYON PARK EAST, LLC ATTN: PATRICK WOOD 14 CORPORATE PLAZA DR STE 120 NEWPORT BEACH CA 92660 RPT0622001003A CANYON PARK EAST, LLC ATTN: PATRICK WOOD 14 CORPORATE PLAZA DR STE 120 NEWPORT BEACH CA 92660 RPT0622001003B BRIDGEVIEW HOLDINGS, LLC 4200 S THREEMILE POINT DR COEUR D'ALENE ID 83814 RPT06220010040 BRIDGEVIEW HOLDINGS, LLC 4200 S THREEMILE POINT DR COEUR D'ALENE ID 83814 RPT062200100A0 BRIDGEVIEW HOLDINGS, LLC 4200 S THREEMILE POINT DR COEUR D'ALENE ID 83814 RPT0625000000A CANYON PARK DEVELOPMENT, LLC P O BOX 5478 TWIN FALLS ID 83303 RPT0625001003B ZIONS FIRST NATIONAL BANK, NA CONTROLLERS OFFICE#428 P O BOX 54288 LEXINGTON KY 40555 RPT32460010060 FERNWOOD RANCH, LLC 4200 S THREEMILE POINT DR COEUR D'ALENE ID 83814 Page 4 of 5 RPT3247001001 B CITY OF TWIN FALLS TWIN FALLS ID RPT32470010020 1880CR, LLC P O BOX 525 TWIN FALLS ID 83303 RPT32480010010 MAGIC VALLEY MALL LLC WOODBURY CORPORATION (M/O) 2733 E PARLEY'S WAY STE 300 SALT LAKE CITY UT 84109 RPT32480010020 MAGIC VALLEY MALL LLC WOODBURY CORPORATION (M/O) 2733 E PARLEY'S WAY STE 300 SALT LAKE CITY UT 84109 Page 5 of 5 Kelli Ebersole From: Todd Smith < Sent: Tuesday, May 21, 2024 5:24 PM To: Kelli Ebersole Subject: RE: City of Twin Falls Special Use Permit review letter Follow Up Flag: Follow up Flag Status: Flagged [EXTERNAL SENDER] Hi Kelli: The plans can be very busy and detailed so it is hard to decipher. I have added some screen shots form our landscape architect to help. There is a 3' 4" minimum hedge along the drive thru. Some detail to help is below in the screen shots: i 4'tall // • ■0 CALAMAGROSTIS XACUTIFLORA 'KARL FOERSTER' ■ �\ / ■ �J PEROVSKIA ATRIPLICIFOLIA 'LISSLITT' � 23'tall EUONYMUS JAPONICUS 'MONESS' BOUTELOUA GRACILIS BLONDE AMBITION' \`,j ILEX GLABRA • -4'tall 'SHAMROCK' / COTINUS COGGYGRIA 4'tall 'LILLA' PANICUM VIRGATUM 'SHENANDOAH' MAHON IA AQUIFOLIUM 'ORANGE FLAME' 5't I 't II J 41.11 PRUNUS A 'SHUBERT SELECT 4'tall Buxus x • 'GREEN MOUNTAIN' -Ft 0444 4't Icv° 4'tall grFger) 1cv FILL\ 0`RE •� � LAND ` °• ��NA \O S" 2 'SEIKA'..........�....... �Vv v" HEUCHERA DOLCE AVER PALM— ` 'KEY LIME PIE 'EVER RED' \C\Y 'RUBY TUESDAT' E%AMPLEABOULDER OGROUPING c0 //. 4'tall CALAMAGROW 'KARL FOERSTEF PEROVSKIA ATRI 2 3tall UsONY' JAPC 'M� \ MONESS' BOUTELOUA 'BLONDE AMBITIC 'G OBOBA' /\`\\ / ILEX—BRA 1nJ � 'GLOBOSA' '4'tall 'SHAMROCK' �—E—PLE A BOULDER // / COTINUSCOGGY 3.O90 1 GROUPING // 7 4'tall 'UCLA' \ \ \ PANICUM VIRGAT SHENANDOAH' ® MAHONIAAGUIFC 'ORANGE FLAME' SIN'hyy $'t 4'tall 'SHUBERTSELEC 4'tall B—S x -5 t 'GREEN MOUNTAIN' y � O O 4' roe ¢ / (off \\\ \ 4'tall 9*,.F) Icv1cv \ oqF oq o Todd Smith I Development Manager o 1 m This e-mail,including any accompanying attachments,may contain confidential information that is private,personal,and/or proprietary,and it is for the sole use of the intended recipient(s).Any unauthorized review,use,distribution or disclosure by others is strictly prohibited.If you have received this document in error,please immediately contact Todd Smith and delete all copies of this message. From: Kelli Ebersole<KeEbersole@tfid.org> Sent:Tuesday, May 21, 2024 9:13 AM To:Todd Smith< Subject: [QUARANTINE] City of Twin Falls Special Use Permit review letter Importance: Low CAUTION: This email originated from outside your organization. Exercise caution when opening attachments or on clicking links from unknown senders. Good Morning, Please find attached the staff review letter for your request for a drive-thru with extended hours of operation. 3 Please reply to this email by Tuesday, May 28, 2024, to move forward with the Public Hearing scheduled for Tuesday, June 25, 2024. Thankyou, Kelli Ebersole, Gi vFlanner Planning & Zoning Department TWIN vFAL-s I 203 Main Ave. E., Twin Falls, ID 83301 Fq _ 208-735-7294 keebersole@tfid.ora o SERv NG 4 Kelli Ebersole From: forms@tfid.org Sent: Friday,June 7, 2024 6:24 AM To: Kelli Ebersole; Will Klaver;Jody Green; Lisa Strickland;Jonathan Spendlove Subject: Public Comment Notice for PZ24-0047 A public comment has been submitted for PZ24-0047 presented at the Planning and Zoning Meeting on 6/25/2024. Name: James Beaver Email: Comments: I would like to say I'm excited for InNOut Burger to come to Twin Falls, however I believe the location in discussion would not be suited for them. I would recommend somewhere on Pole Line Rd or another site suitable for their drive thru lines. i Kelli Ebersole From: forms@tfid.org Sent: Friday, June 7, 2024 5:44 PM To: Kelli Ebersole;Will Klaver;Jody Green; Lisa Strickland;Jonathan Spendlove Subject: Public Comment Notice for PZ24-0047 A public comment has been submitted for PZ24-0047 presented at the Planning and Zoning Meeting on 6/25/2024. Name: Tiara Miller Email: Comments: The current location selected for the In-N-Out burger overtaking the Outback steakhouse location is going to cause an enormous traffic disruption. There simply is not enough room to accommodate the vehicles who will literally be stopping the traffic in the roundabout, bridge, and the streets off of Bridgeview, Fillmore st, and Blue Lakes.With the increased traffic it will cause other businesses in the area to suffer as their customers can't get to them in a timely manner. For a current real life example look into Meridians In-N-Out and the 4 hours waits at opening and they had to use the malls massive parking Lot which was lucky available to them as an extension to their drive thru. their wait times are now currently an hour. So my question is where are you putting all these vehicles who are waiting an hour or more to name a few of the closest businesses who will be impacted such as Mo Bettah's, Ulta, Johnny Corino's, Osh Kosh, Dick's sporting goods, natural grocers, and all the other businesses close by not to suffer. There has to be another location which would be better suited to accommodate. We have Perrine Bridge adjacent which is integral to travelers and workers to get in and out of Twin Falls. I can't imagine the disaster of stopped traffic pushing farther into Blue Lakes and Poleline and even into the highway 93. 1