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Home My WebLink AboutC-1.0 Vicinity Map and Project Info CIVIL IMPROVEMENT PLANS FOR CHICK- FIL-A RESTAURANT NO . 05545 - ' OChick-fil-A 5200 Buffington Road TEN MILE & VANGUARD Atlanta, Georgia 30349-2998 MERIDIAN IDAHO Z , Z O wQ PROJECT CONTACTS o > APN : R8483120020 , R8483120040 , R8483120060 = tV Q DEVELOPER PROJECT SURVEYORCHI Q M CPROGR SS 68910SOUTHND N7700 WEST, 1 5 SUITE 150 IRVINE, CA 92618 MIDVALE, UT 84047 REFERENCE INFORMATION : tw Do 1 I ^ Q = TECHNICAL DRAINAGE STUDY: - v= o CONTACT: SAB 84 WRIGHT CONTACT: NA1) 2 WEBER TOTAL ACRES : 2 . 36 L (619) 840-6713 (801) 266-5099TRAFFIC STUDY: - � = o z CIVIL ENGINEER PROJECT ARCHITECT _J KIMLEY-HORN AND ASSOCIATES, INC. CORE STATES BUILDING PERMIT: - � m a 1100 W IDAHO STREET, SUITE 210 6060 NORTH CENTRAL EXPRESSWAY, SUITE 850 S2 BOISE, ID 83702 DALLAS, TX 75206 TACRES : PUBLIC WORKS: - NCONTACT: ABBEY HAHN CONTACT: HEATHER HARRIS S U N DIRBED (n (208) 917-4977 (214) 272-4416 OWNER �Ie QD QD BVB TEN MILE CROSSING ANNEX, LLC 2894 SNAKE RIVER PARKWAY, SUITE 300 FRANKLIN RD IDAHO FALLS, ID 83402 _-_ _Ga_. _ snit..._ CONTACT: CHRISTIAN TAYLOR r ` fl �' ■ht_. „_ _�. --.ev; - . .� _ _- GENERAL NOTES CTAYLOR@BALLVENTURES.COM ' 1 ALL CONSTRUCTION WOK SHALL BED NE N ACCORDANCE WITH THE CURRENT VERSIONOF THE PROJECT INFORMATION ' '�`��; - • _ "` -''' ,� -`' - � � IDAHO STANDARDS FOR PUBLICWORKS CONISTRUCTIONA(ISPWC), THE CITY OFMERIDIAN _ I ;. t i I vim'" =- `�` ' ` �' ' �°" � `f NORTH SUPPLEMENTAL SPECIFICATIONS TO THE ISPWC (AND ANY ADDENDUMS), MERIDIAN DESIGN NUMBER OF LOTS: 3 ' = j. STANDARDS, THE REQUIREMENTS OF THE ADA COUNTY HIGHWAY DISTRICT (ACHD), AND/OR THE �•` a:__ _. ,.,.,�:_,., x. ..,. _- REQUIREMENTS OF THE IDAHO TRANSPORTATION DEPARTMENT (ITD). THE MORE STRINGENT OF ANY 3111 ACREAGE: 2.36 �AC ` ' _ `•->„ :9 = " _ = ! OF THESE STANDARDS SHALL BE THE CONTROLLING STANDARDS OR SPECIFICATIONS. ¢ ! s 4°■ ll _. r 2. THE CONTRACTOR SHALL HAVE A COPY OF THE LATEST CITY OF MERIDIAN STANDARD lr DISTURBED: 2.36 AC '' ;n r E: i 11 = SPECIFICATIONS AND DRAWINGS ON SITE OR READILY ACCESSIBLE AT ALL TIMES DURING t CONSTRUCTION (AVAILABLE ON THE WEB SITE). FAILURE TO HAVE ACCESS TO A CURRENT COPY OF ZONING: COMMUNITY BUSINESS C-C "� Y T ' "` SPECIFICATIONS ON SITE COULD BE GROUNDS FOR A STOP WORK ORDER UNTIL THE( ) T �'' _ q" ` ' � "� �" L" ��' THE STANDARD SPECIFIC Q • , _ .. _ _ _ ,�• '�`_ - "` �=,� ;r-- SITUATION ISRESOLVED.A - '; - ''• '; - �` � � - - .� •N.�f,,.t•,,� � 3. THE CONTRACTOR SHALL HAVE PLANS STAMPED "APPROVED FOR CONSTRUCTION" BY THE CITY OF I. BASIS OF BEARING 1 _. s", . ; ,�, t. ► i a f MERIDIAN ON SITE AT ALL TIMES. ate �•` 4. ALL CONTRACTORS, SUBCONTRACTORS, AND UTILITY CONTRACTORS SHALL ATTEND A S 0.33'33" W BETWEEN THE FOUND AT THE NORTHWEST CORNER AND THE ! - - , " ' ` F�.• PRE-CONSTRUCTION CONFERENCE PRIOR TO START OF WORK. NORTH 1 16 OF SECTION 14 TOWNSHIP 3 NORTH RANGE 1 WEST BOISE ! „3aMIMI - , ' - l §' ' '" " 5. CONTRACTORS SHALL NOTIFY THE APPROPRIATE AGENCY WHEN MATERIALS ARE ON SITE OR MERIDIAN, ADA COUNTY, IDAHO AS SHOWN. THE SURVEY CONTROL WAS ,, � ,�, � _ _• e ;� _� INSPECTION OF THE WORK IS REQUIRED. NO WORK MAY BEGIN ON ANY PROJECT WITHOUT TWENTY >, ESTABLISHED WITH GPS. THE GPS DATA WAS MEASURED ON THE IDAHO STATE - ; _ `; s' ZI ' �` FOUR (24) HOUR PRIOR NOTICE.6. CONTRACTOR SHALL NOTIFY THE PUBLIC WORKS INSPECTOR 48 HOURS PRIOR TO THE REQUIRED PLANE WEST ZONE USF NAD83 SYSTEM WAS USED TO ASSIST IN MEASURING R. AND MAPPING THE PROPERTY AND AN ORTHO-RECTIFIED PHOTO OF THE SITE - �. I t -_ ,� .-.��' II, t[, � � � I l�� ' `�-g 1' TESTING. THE CONTRACTOR MAY NOT OPEN OR CLOSE WATER VALVES. WAS USED FOR MAPPING FEATURES SUCH AS ROADWAYS AND WATERWAYS. i ' ' :" ' _, _ `I M + b,- .,= 7. ALL MATERIAL FURNISHED ON, OR FOR THE PROJECT MUST MEET THE MINIMUM REQUIREMENTS OF - �__ _ - THE APPROVING AGENCIES. AT THE REQUEST OF THE APPROVING AGENCY OR THE DESIGN �'= a �_ COBALT DR ENGINEER, CONTRACTORS SHALL FURNISH PROOF THAT ALL MATERIALS INSTALLED ON THIS BENCHMARK _ e PROJECT MEET THE SPECIFICATION REQUIREMENTS SET FORTH IN GENERAL CONSTRUCTION NOTE NO. NORTH 1/16 CORNER. FOUND 3" FLAT ALUMINUM CAP MONUMENT, Q 8. WORK SUBJECT TO APPROVAL BY ANY GOVERNMENTAL AGENCY MUST BE APPROVED PRIOR TO (A) O CP&F-2019018779. > BACKFILLING TRENCHES FOR PIPE; (B) PLACING OF AGGREGATE BASE; (C) PLACING OF CONCRETE; - - -•---_• •- - (D) PLACING OF ASPHALT PAVING. ELEV = 787.209 METERS = 2582.709 FEET O PROJECT SITE 9. INSPECTION, APPROVAL AND FINAL ACCEPTANCE OF ALL WATER AND SEWER CONSTRUCTION SHALL ' 2_ BE BY THE PUBLIC WORKS DEPARTMENT, AND THEIR DECISION SHALL BE FINAL. SUCH INSPECTIONS LEGAL DESCRIPTION z SHALL NOT RELIEVE THE CONTRACTOR FROM THE RESPONSIBILITY OF PERFORMING THE WORK IN AN THE LAN REFERRED TO HEREIN BELOW IS SITUATED IN THE COUNTY OF ADA, _ ACCEPTABLE MANNER IN ACCORDANCE WITH THE DEQ/QLPE APPROVED CONSTRUCTION PLANS. STATE OF IDAHO, AND IS DESCRIBED AS FOLLOWS: sa 10. ANY DEVIATION FROM THE APPROVED PLANS AND SPECIFICATIONS MUST HAVE THE APPLICABLE Nf AGENCY APPROVAL IN WRITING PRIOR TO CONSTRUCTION. N PARCEL I: Syr ^ '' _ G- ,, 11. PRIOR TO BEGINNING INSTALLATION OF STREET LIGHTS, THE ELECTRICAL CONTRACTOR SHALL OBTAIN Z LOTS 1, 2 AND 3 IN BLOCK 1 OF TM CENTER SUBDIVISION N0. 1, ACCORDING , _ -- - (' _ AN ELECTRICAL PERMIT FROM THE BUILDING DIVISION OF THE MERIDIAN PUBLIC WORKS DEPARTMENT. um TO THE PLAT THEREOF, FILED IN BOOK 124 OF PLATS AT PAGES 19861 '' ANY DEVIATION IN STREET LIGHT LOCATIONS FROM THE APPROVED PLANS MUST BE APPROVED IN THROUGH 19863, RECORDS OF ADA COUNTY, IDAHO. .' r _ WRITING FROM THE CITY ENGINEER. PARCEL II:amm [ Q a; NON-EXCLUSIVE PERPETUAL EASEMENTS FOR PEDESTRIAN AND VEHICULAR to INGRESS, EGRESS AND PARKING SET FORTH IN ARTICLE 10 OF DECLARATION ! �l = OF COVENANTS, CONDITIONS, RESTRICTIONS AND EASEMENTS RECORDED JUNE .. 7 OO 15, 2022, AS INSTRUMENT NO.2022056102, RECORDS OF ADA COUNTY, IDAHO. M ' -: UJ = Q `? 7 �L a PARCEL III: A _ PERPETUAL, RECIPROCAL, NON-EXCLUSIVE EASEMENTS FOR PEDESTRIAN AND j... .., .�..:.�,,.•�,o....., . ._...__,»- ., e_ _ _era...::: _ "';` -. ct - I �..r.' t Y. I :.;" .-,.. �- �„a. ..li,; ,�'. �-4iy.. z z a VEHICULAR CROSS ACCESS INGRESS, EGRESS AND UTILITY EASEMENTS SET } � .�--, ---ems._. •,+m, FORTH IN DECLARATION AND GRANT OF UTILITY AND CROSS-ACCESS : --__ =r r--TW - '� >'' EASEMENT RECORDED AUGUST 8, 2022, AS INSTRUMENT N0. 2022070286, h ._,�....,,- .#.;�-----. ..-_ ,; F� .- ��, - a ;; :: _� �-,:-.:; � �� TS �.u�u� � . �T � =.Q�,,1 -.��d� �: I -�1 .. * ,r .<. , I e I I I Q N RECORDS OF ADA COUNTY, IDAHO. `" rn'" a. •33 a T=� ha a a ux '� �„ i':�,. .{� ^�• I � V CD z p i r 3T 1- - s t ILLJ m M a wI 7S a,a a -. �. �.aaax ve a i_•.-a ma ra*3_a _m — _ FSR# 05545 w REVISION SCHEDULE NO. DATE DESCRIPTION a cJ Z an 0 PROJECT VICINITY MAP AGENCY# TBD AVOID CUTTING UNDERGROUND PROJECT# 092908051 N Call before you D g NTS z UTILITY ONES.ITS COSTLY. o CALL PRINTED FOR ENTIT FLOOD ZONE NOTE UTILITY NOTE ; - DATE L�EZE023 THE FEDERAL EMERGENCY MANAGEMENT AGENCY (FEMA) PANEL NUMBER 16001CO231J EFFECTIVE KIMLEY-HORN AND ASSOCIATES TAKES NO RESPONSIBILITY FOR EXISTING UTILITIES SHOWN HEREIN. DESIGN BY CT JUNE 19, 2020, INDICATE THAT THE SITE IS LOCATED IN ZONE 'x". ZONE "X"IS DEFINED BY FEMA AS THE EXISTING UTILITIES SHOWN ARE BASED ON INFORMATION PROVIDED BY-OTHER PARTIES. IT IS THE G DRAWN BY HH ° AREAS DETERMINED TO BE OUTSIDE THE 0.2% ANNUAL CHANCE FLOODPLAIN. RESPONSIBILITY OF THE CONTRACTOR TO LOCATE AND VERIFY THE LOCATIONS AND INVERTS OF THE EXISTING WITHIN THE VICINITY OF CONSTRUCTION ACTIVITIES. IF A CONFLICT IS FOUND TO EXIST, THE Information contained on this drawing and in all digital files produced for above named project GEOTECHNICAL REPORT CONTRACTOR SHALL COORDINATE THE PROJECT ENGINEER, PROJECT ARCHITECT, AND THE OWNER may not be reproduced rverbanoany ntfromwithout IMMEDIATELY. express written or verbal consent from authorized project representatives. 5 ALL GRADING AND PAVEMENT SECTIONS SHALL CONFORM TO THE GEOTECHNICAL REPORT: 1. UTILITY LOCATIONS SHOWN HEREON ARE APPROXIMAT SHEET 2. IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO COVER SHEET s ENGINEER: TERRACON DETERMINE THE EXACT HORIZONTAL AND VERTICAL LO AT DATE: MAY 9, 2023 OF ALL EXISTING UNDERGROUND UTILITIES PRIOR TO PROJECT NO: 62235025 COMMENCING ANY CONSTRUCTION. 3. NO REPRESENTATION IS MADE THAT ALL EXISTING UTI SHEET NUMBER ARE SHOWN HEREON. 4. THE ENGINEER ASSUMES NO RESPONSIBILITY FOR UTILI ■ 0 NOT SHOWN IN THEIR PROPER LOCATIONS. C1 g Y