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HomeMy WebLinkAboutPlat_ChristianBrothers_V1SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SSSSSSSSSSSS 24 3 1 24 3 1 24 3 0 24 2 9 24 2 9 243 0 S89° 50' 21"E - 174.30' S55° 2 3 ' 1 4 " E - 5 6 . 5 6 ' S0 0 ° 2 1 ' 3 7 " E - 1 9 3 . 0 1 ' N0 0 ° 2 2 ' 2 0 " E - 2 5 0 . 0 0 ' S0 0 ° 2 1 ' 5 5 " W S89° 50' 21"E - 57.55' 24 2 7 24 2 8 24 2 9 243 0 N89° 50' 21"W - 174.30' N0 0 ° 2 2 ' 2 2 " E - 2 5 0 . 0 0 ' 1 6 4 3 2 2 1 2 5 7 7 (NOT APART OF PROJECT) PARCEL ID: R3431301000 208 TIRE'S SITE SAWCUT AND REMOVE SIDEWALK TO NEAREST EXPANSION JOINT U.S.HIGHWAY 20/26 MI D D L E T O N R O A D ELECTRICAL BOXELECTRICAL BOX US WEST COMMUNICATION EASEMENT PER ROS 9727233 30.0' CROSS ACCESS EASEMENT 10.0' UTILITY EASEMENT 10.0' UTILITY EASEMENT (NOT APART OF PROJECT) PARCEL ID: R34313010B0 35.0' CROSS ACCESS EASEMENT 30.0' CROSS ACCESS EASEMENT DRAWN BY: JOB # DA T E RE V I S I O N S NO . THIS DRAWING CONTAINS INFORMATION WHICH IS THE PROPRIETARY PROPERTY OF ALC ARCHITECTURE. NO UNAUTHORIZED REUSE OR DUPLICATION OF THESE PLANS OR ANY INFORMATION CONTAINED HEREIN, WITHOUT THE EXPRESS WRITTEN CONSENT OF ALC ARCHITECTURE. THIS DRAWING IS NOT TO BE USED FOR CONSTRUCTION UNTIL IT IS SIGNED BY THE ARCHITECT. COPYRIGHT © ALC ARCHITECTURE CHECKED BY: SUBMITTAL: 11 1 9 E . S t a t e S t r e e t , S u i t e 1 2 0 - E a g l e , I D 8 3 6 1 6 20 8 . 5 1 4 . 2 7 1 3 PR O J E C T F O R : CH R I S T I A N B R O T H E R S 11 0 9 6 N U N E M A C H E R L N CA L D W E L L , I D 8 3 6 0 5 TRA AMC 23154 9/30/25 1 RE S P O N S E T O P R E S C R E E N C O M M E N T S 9. 2 0 . 2 4 2 RE S P O N S E T O C B A C O M M E N T S 1. 1 0 . 2 5 3 GR A V I T Y I R R I G A T I O N 5. 1 4 . 2 5 4 UP D A T E D W A T E R U T I L I T Y P E R R E C O R D D R A W I N G 7. 9 . 2 5 5 RE V I S E D S I D E W A L K P E R F I E L D C O N F L I C T 7. 2 1 . 2 5 6 RF I # 7 - U P D A T E D N O T E S A N D R E V I S E D S & G T R A P 7. 2 2 . 2 5 AU T O M O T I V E 9/30/25 EXISTING CONDITIONS C1.0 THE BASIS OF BEARING OF THIS SURVEY IS IDENTICAL TO THE NORTH LINE OF NE 1/4 OF SECTION 30 BEING N89°50'21"W AS ESTABLISHED BETWEEN FOUND MONUMENTS. BASIS OF BEARING ALUMINUM DISK AT THE NE CORNER OF SECTION 30, TOWNSHIP 4 NORTH, RANGE 2 WEST EL:2,429.29 NAVD 88 BROUGHT TO SITE VIA STATIC OBSERVATION PROCESSED THROUGH THE NGS OPUS UTILITY BENCHMARK (TBM) LEGEND: - POWER POLE - OVERHEAD LINE - BUILDING ST ST - STORM SEWER - POST - SANITARY SEWERSS - FENCE - VAULT - GUY WIRE - ASPHALT PAVEMENT - WATERWW - CONCRETE - CENTERLINE - PARCEL BOUNDARY - SETBACK - EASEMENT - JOINT TRENCH LINE DS - DOWNSPOUT CO - CLEANOUT MW - MONITORING WELL - FOUND PROPERTY CORNER 1 RETAIN AND PROTECT EXISTING CONCRETE SIDEWALK. MATCH AND TIE INTO EXISTING GRADES. RETAIN AND PROTECT EXISTING FENCELINE. CONTRACTOR TO REPLACE ANY FENCELINE DAMAGED DURING CONSTRUCTION RETAIN AND PROTECT EXISTING ELECTRICAL BOX. COORDINATE WITH IDAHO POWER. RETAIN AND PROTECT EXISTING POWER POLE AND OVERHEAD POWER. DEMOLITION NOTES 2 3 4 THE LOCATION(S) OF ANY UNDERGROUND UTILITIES SHOWN ARE BASED UPON ABOVE GROUND EVIDENCE (INCLUDING, BUT NOT LIMITED TO: MANHOLES, INLETS, AND MARKS MADE ON THE GROUND BY OTHERS) AND ARE SPECULATIVE IN NATURE. THERE MAY BE UNDERGROUND UTILITIES FOR WHICH THERE IS NO ABOVE EVIDENCE OR FOR WHICH THE ABOVE GROUND EVIDENCE WAS NOT OBSERVED (I.E., BURIED OR PAVED OVER). THE SURVEYOR MAKES NO GUARANTEE THAT THE UNDERGROUND UTILITIES SHOWN COMPRISE ALL SUCH UTILITIES IN THE AREA, EITHER IN SERVICE OR ABANDONED. THE SURVEYOR FURTHER DOES NOT WARRANT THAT THE UNDERGROUND UTILITIES SHOWN ARE IN THE EXACT LOCATION INDICATED ALTHOUGH HE DOES CERTIFY THAT THEY ARE LOCATED AS ACCURATELY AS POSSIBLE FROM INFORMATION AVAILABLE. THE SURVEYOR HAS NOT PHYSICALLY LOCATED THE UNDERGROUND UTILITIES. •THE CONTRACTOR SHALL CALL DIG LINE (800-342-1585) TO LOCATE ALL EXISTING UTILITIES AT LEAST THREE (3) DAYS PRIOR TO THE START OF CONSTRUCTION. GENERAL NOTES RETAIN AND PROTECT EXISTING GAS LINE. COORDINATE WITH INTERMOUNTAIN GAS FOR CONNECTION. RETAIN AND PROTECT EXISTING SEWER MANHOLE AND MAIN LINE. COORDINATE WITH CITY OF CALDWELL FOR CONNECTION TO SEWER MAIN. CLEARING AND GRUBBING SHALL BE COMPLETED IN SUCH A MANNER AS TO MINIMIZE DISTURBANCE TO SURROUNDING VEGETATION AND SOIL NOT DESIGNATED FOR REMOVAL. GRUBBED AREAS SHALL BE PROPERLY GRADED AND STABILIZED TO PREVENT EROSION UNTIL FURTHER CONSTRUCTION ACTIVITIES COMMENCE. 5 Graphic Scale: Attention is Drawn to the Fact That Drawing Scales May be Altered During Reproduction Processes. Scales Shown Hereon are Based on a Full Scale Sheet Size of 24" x 36". Scale: 1" = 20' 0 10 20105 6 7