Site PlanAABBCC11223344556688991010111177UPABC1122334UPLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLO
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'52.3'WATER LINECONNECTIONPROPOSEDWATER LINE4" DOMESTIC WATERSERVICE AND METERPROPOSEDFIRE HYDRANT6" FIRE SERVICE LINESTORM DRAININLET TYP.STORM DRAININLET TYP.STORM DRAININLET TYP.STORM DRAININLET TYP.STORM DRAININLET TYP.STORM DRAININLET TYP.SEE ARCHITECTURAL PLANSFOR TRASH ENCLOSUREDUMPSTER PADPROPOSED RETAINING WALLLESS THAN 4' IN HEIGHTPROPOSED PROPERTY LINE TYP.ADA RAMPTYP.HANDICAPPARKINGSPACEHANDICAPPARKINGSPACEHANDICAPPARKING SPACEADA RAMPTYP.23.5'C2C3C4C5C6C7C8C10C11C12C13C14C15C16C17C18C19C20C21C22C23C24C25C26C27C28112.7'43'4
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'STORM DRAINLINESTORM DRAINLINEPAVEMENT IN THIS UNHATCHEDAREA TO BE INSTALLED BYCOMMON IMPROVEMENT PLANSSTORM DRAINLINEINFILTRATIONBED #1INFILTRATIONBED #2SAND ANDGREASE TRAP #2SAND ANDGREASE TRAP #13
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.SANITARYSEWER SERVICE81'11.5'52'25'59'28'INSTALL THREE BIKE RACKS (SIX STALLS)PER CITY OF MERIDIAN STANDARDS16.6'
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'18'28'19'7.9'FUTUREBUILDINGFUTUREBUILDINGNOT APART OFPROJECTNOT APART OFPROJECTNOT APART OFPROJECTNOT APART OFPROJECTNOT APART OFPROJECTNOT APART OFPROJECTPRESSURE IRRIGATIONLINE TO BE INSTALLEDWITH COMMONIMPROVEMENT PLANSGRAVITY IRRIGATION LINETO BE INSTALLED WITHCOMMON IMPROVEMENTPLANSFUTURE PRESSUREIRRIGATION SERVICEPROPOSED 30' WATERAND SEWER EASEMENTPROP. 20' WATEREASEMENTBLOCK 2, LOT 10BITTERBRUSH POINT SUBDIVISIONPOINT 100 PAGES 13137-131399278BLOCK 2, LOT 9BITTERBRUSH POINT SUBDIVISIONPOINT 100 PAGES 13137-131399278BLOCK 2, LOT 8BITTERBRUSH POINT SUBDIVISIONPOINT 100 PAGES 13137-131399278BITTERBRUSH POINT SUBDIVISIONPOINT 100 PAGES 13137-13139927872'9'54'19'1
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'C9C1ADA RAMPTYP.ADARAMP TYP.280.4'7.5'12'7'54.9'4.8'14.6'ADA RAMPTYP.7'7.5'7.5'7.5'CURVE TABLECURVE #C1C2C3C4C5C6C7C8C9C10C11C12C13C14C15C16C17C18C19C20C21C22C23C24C25C26C27C28LENGTH4.71'29.08'4.39'5.02'19.93'4.71'14.14'7.12'4.86'34.32'4.13'4.71'36.99'4.99'14.14'14.14'6.72'4.71'5.48'16.17'22.40'4.51'4.71'4.71'14.14'14.14'14.14'14.14'RADIUS3.00'16.00'3.00'3.00'15.00'3.00'4.50'4.53'3.00'20.00'3.00'3.00'25.00'3.00'4.50'4.50'3.00'3.00'3.00'25.00'10.00'5.00'3.00'3.00'4.50'4.50'4.50'4.50'DELTA90°00'00"104°08'41"83°47'52"95°56'30"76°06'57"90°00'00"180°00'00"90°00'00"92°50'42"98°19'11"78°50'08"90°00'00"84°47'03"95°12'57"180°00'00"180°00'00"128°19'14"90°00'00"104°36'49"37°03'57"128°19'14"51°40'46"90°00'00"90°00'00"180°00'00"180°00'00"180°00'00"180°00'00"CHORD DIRECTIONS84°14'21"WS1°18'41"WN84°43'02"WN5°09'09"ES88°49'08"ES5°45'39"EN50°45'39"WN5°45'39"WS85°39'42"WN1°14'38"EN89°49'17"EN5°45'39"WN81°37'52"ES8°22'08"ES50°45'39"ES50°45'39"ES65°04'44"WS44°04'53"EN38°36'43"EN32°13'40"WS65°04'44"WS24°55'16"EN84°14'21"EN5°45'39"WN50°45'39"WN50°45'39"WS50°45'39"EN50°45'39"WCHORD LENGTH4.24'25.24'4.01'4.46'18.49'4.24'9.00'6.41'4.35'30.26'3.81'4.24'33.71'4.43'9.00'9.00'5.40'4.24'4.75'15.89'18.00'4.36'4.24'4.24'9.00'9.00'9.00'9.00'H:\!2019\ID-1869-1908 BVA Victory Commons - Flex #1\Project Data\02 CAD\2.03 Sheet Files\Concepts & Exhibits\ID-1869-1908_07_CZC.dwg - CS001 SITE PLAN - 1/09/2020 05:21pm, michael.oreilly15REVISIONS
REV #DATE
DRAWING INFO
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www.horrocks.comPAGECPROJECT
CHECKEDDB A#2342162 West Grove Pkwy., Suite 400
Pleasant Grove, UT 84062
(801) 763-5100
01/09/2020
MPO
MPO
TS
ID-1869-1908
H
ORROCKSENGINEERSN030'60'SCALE: 1" = 30'SITE INFORMATIONTOTAL LOD AREA: 111,496 SF (2.56 AC)PROPOSED BUILDING·TOTAL BUILDING FOOTPRINT: 21,500+/- SF·TOTAL BUILDING AREA (ALL FLOORS): 29,600+/-SF·MAXIMUM BUILDING HEIGHT: 28' 3"·MAXIMUM ALLOWABLE BUILDING HEIGHT: 65'-0"ZONING REQUIREMENTS·ZONING: CITY C-G, GENERAL COMMERCIAL·BUILDING SETBACKS:- FRONT = 0'- REAR = 0'- SIDES = 0'·LANDSCAPE SETBACKS:- LOCAL = 10'- COLLECTOR = 20'- ARTERIAL = 25'- ENTRYWAY CORRIDOR = 35'- INTERSTATE = 50'PARKING INFORMATION·PARKING STALLS REQUIRED: 60·PARKING STALLS PROVIDED: 132·*HANDICAP STALLS REQUIRED: 6·**HANDICAP STALLS PROVIDED: 6·BICYCLE PARKING STALLS REQUIRED: 6·BICYCLE PARKING STALLS PROVIDED: 6NOTES:* PER ADA REQUIREMENTS** INCLUDES 1 VAN ACCESSIBLE STALLSNOTES1.DIMENSIONS ARE TO FRONT FACE OF CURBFOR DRIVE ISLES.2.RADII ARE 3.0' UNLESS OTHERWISE NOTED.ENGINEERHORROCKS ENGINEERS2775 W. NAVIGATOR DR.SUITE 210MERIDIAN, ID 83642CONTACT: ROB SUNDERLAGE PEPHONE: 208-895-2520FLEXIBLE (ASPHALT) PAVEMENTSECTION TABLEASPHALTIC CONCRETECRUSHED AGGREGATE BASESTRUCTURAL SUBBASECOMPACTED SUBGRADEASPHALT: ASPHALT MIX DESIGN SHALL MEET THE REQUIREMENTS OF ISPWC SECTION 810 CLASS IIIPLANT MIX. MATERIALS SHALL BE PLACED IN ACCORDANCE WITH ISPWC STANDARD SPECIFICATIONS FORHIGHWAY CONSTRUCTIONAGGREGATE BASE: MATERIAL TO COMPLY WITH ISPWC STANDARD FOR CRUSHED AGGREGATE MATERIALSTRUTURAL SUBBASE: GRANULAR STRUCTURAL FILL MATERIAL COMPLYING WITH THE REQUIREMENTSDETAILED IN THE STRUCTURAL FILL SECTION OF THIS REPORT EXCEPY THAT THE MAXIMUM MATERIALDIAMETER IS NO MORE THAN 23 THE COMPONENT THICKNESS. GRADATION AND SUITABILITYREQUIREMENTS SHALL BE PER ISPWC SECTION 801, TABLE 1.- A QUALIFIED GEOTECHNICAL ENGINEER OR ENGINEERING TECHNICIAN IS REQUIRED TO VERIFYSUBGRADE COMPETENCY AT THE TIME OF CONSTRUCTION.ALL EARTHWORK, FLEXIBLE AND RIGID PAVEMENT CONSTRUCTION SHALL BE IN ACCORDANCE WITH THESITE GEOTECHNICAL REPORT B191814g BY MTI DATED 11/14/19.20.0"4.0"3.0"SEE PAVEMENT SUBGRADEPREPARATION SECTIONHEAVY DUTYSEE PAVEMENT SUBGRADEPREPARATION SECTION16.0"4.0"2.5"LIGHT DUTYWEIR = C2INV
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IN
=
BPROFILE VIEW6"0.2'BAFFLE = C1PROPOSED CONCRETE SIDEWALKLEGENDLIMIT OF DISTURBANCE (LOD)THIS AREA NOT INCLUDED IN THIS PROPOSED SITE CZC BUT IS SHOWNBECAUSE ACCESS AND UTILITY SERVICES TO THE PROPOSED SITE AREINCLUDED IN THIS AREA (INCLUDING STORM TREATMENT.) A SEPARATEAPPLICATION WILL BE MADE TO THE CITY FOR THE AREA.SEEPAGE BED SCHEDULESEEPAGEBEDFINISHGRADE (FG)TOPSYSTEM(T)LENGTH(L)WIDTH (W)DEPTH(D)BOTTOMROCK(B)BOTTOMSAND(18" MIN.)(BS)GROUNDWATER(SHGWE)INF RATE(IN HR)SOILSVOLUMEREQUIRED(FT3) (100YR)VOLUMEPROVIDED(FT3)12644.92-45.552642.9059.0028.007.002635.902633.90NOTOBSERVED8.00POORLYGRADED SAND4,4714,62522645.30-46.332643.3052.0025.007.002636.302634.30NOTOBSERVED8.00POORLYGRADED SAND3,5853,570DEVELOPERBVA DEVELOPMENT, LLC2775 W. NAVIGATOR DR.SUITE 220MERIDIAN, ID 83642PHONE: 208-616-1050LODLODSEEPAGE BEDBIKE RACK DETAILPROPOSED LIGHT DUTYASPHALT PAVEMENTPROPOSED HEAVY DUTYASPHALT PAVEMENT11 OF 1FLEX BUILDING 1 AT VICTORY COMMONS
MERIDIAN, ID
MERIDIAN CZC
SITE PLAN2'35"24"NOTES:CONSTRUCT CONCRETE AND BASE THICKNESS TOSAME SPECIFICATIONS AS ADJOINING SIDEWALKGRADING SHALL NOT EXCEED 2% IN ALL DIRECTIONSINVERTED U RACKS MAY BE MOUNTED ON OREMBEDDED IN CONCRETE FOLLOWINGMANUFACTURER'S INSTRUCTIONSRACKS USED SHALL BE SCHEDULE 40 PIPE MADE OFDURABLE METAL WITH WEATHERPROOF COATINGAND SHALL BE MANUFACTURED FOR THE INTENDEDPURPOSE