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HomeMy WebLinkAboutL1.0 Site OverviewTV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TVUG-TELEUG-TELEUG-TELEUG-TELEUG-TELEUG-TELEUG-TELEUG-TELEUG-TELEUG-TELEUG-TELEUG-TELEUG-TELEUG-TELEUG-TELEUG-TELEUG-TELEUG-TELEUG-TELEUG-TELEUG-TELEUG-TELEUG-TELEUG-TELEUG-TELEUG-TELEUG-TELEUG-TELEUG-TELEUG-TELEUG-TELEUG-TELEUG-TELEUG-TELEUG-TELEUG-TELEUG-TELEUG-TELEUG-TELEUG-TELEUG-TELEUG-TELESWR SWR SWR SWR SWR SWR SWR SWR SWR SWR SWR SWR SWR SWROHPOHPOHPOHPOHPOHPOHP GASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASOHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHPSWRSWRSWRSWRSWRSWRSWRSWRSWRSWRSWRSWRSWRSWRSWRSWRSWR SWRSWRSWRSWRSWRWWWW WWWWWWS W R SW R S W R S W R O O O O O O O O O O O OOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHPSWRSWRSWRSWRSWRSWRSWRSWRSWRSWRSWRSWRSWRSWROHPOHPOHPOHPOHPOHPOHP W4775'4774' 4773'4772'4775'4774'4772'4773'4772'4772' 4 7 7 3 '4774'4775' 4775'4773'47 7 4 ' TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TVSWRSWRSWRSWRSWRSWRSWRSWRSWRSWRSWRSWRSWRSWRSWRSWRSWR SWRSWRSWRSWRSWRS W R S W R S W R SW R SW R S W R S W R WWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWW W W W W W W W W 4774'4775'PLOT DATE:KPViviana Helvik 130 Flanders Mill Rd. Bozeman, MT 59718 Design212 S. WALLACE AVE STE. 301BOZEMAN, MTtel. 406 - 414 - 7744THRULINEPARTNERS.COMAPPROVED BY:REVISION LOGREV #DATEDRAWN BY:SHEET NO.SHEET TITLECLIENT NAME PROJECT ADDRESS LITTLE SPANISH PRESCHOOLPERMIT NUMBER:23167FILEPATH:toBuildProject No.DATE ISSUED:PAGE SIZE: ANSI D (22 X 34)09/08/23BYLAL A N D S C A P E A R C H I T E C T S113 E Oak St., Suite 2C (406) 312 9970www.byla.usDRAFTNOT FOR CONSTRUCTION----01632SCALE: 1/16" = 1'-0"NGENERAL NOTES1.WORK PERFORMED SHALL COMPLY WITH GENERAL NOTES, CONSTRUCTION DOCUMENTS,APPLICABLE LOCAL, STATE, AND FEDERAL CODES, AND APPLICABLE REQUIREMENT FROMANY REGULATORY AGENCY.2.COMPOSITE BASE SHEET: THE PROPOSED IMPROVEMENT SHOWN ON THESE DRAWINGSARE SUPERIMPOSED ON A BASE SHEET. THIS BASE SHEET IS COMPILED FROM THETOPOGRAPHIC SURVEY, OTHER ARCHITECTURAL AND/OR ENGINEERING DOCUMENTS, ANDOTHER DATA AS MADE AVAILABLE TO THE LANDSCAPE ARCHITECT. THIS BASE SHEETINFORMATION IS SHOWN IN HALF TONE ON THE PLANS. THE LANDSCAPE ARCHITECT SHALLNOT BE HELD LIABLE FOR CHANGES, INACCURACIES, OMISSIONS, OR OTHER ERRORS ONTHESE DOCUMENTS. THE COMPOSITE BASE SHEET IS PROVIDED AS AN AID ONLY AND THECONTRACTOR SHALL BE RESPONSIBLE FOR REVIEWING THESE DOCUMENTS ANDINCORPORATING/INTEGRATING ALL CONSTRUCTION AS REQUIRED TO ACCOMMODATE SAME.2.1.BASE SHEET DRAWINGS:THE BASE SHEET SOURCE FOR THESE DRAWINGS IS: "Civil andUtility Plan.dwg" and "Grading Plan - 082123.dwg. ALL MADE AVAILABLE BY ALPINESURVEYING AND ENGINEERING AND ARE ASSUMED TO BE CORRECT.2.2.VERIFY LOCATIONS OF PERTINENT SITE IMPROVEMENTS INSTALLED UNDER OTHERCONTRACTS.2.3.IF ANY PART OF THIS PLAN CANNOT BE FOLLOWED DUE TO SITE CONDITIONS, CONTACTLANDSCAPE ARCHITECT FOR INSTRUCTIONS PRIOR TO COMMENCING WORK.3.EXISTING SURVEY MARKER PROTECTION: THE CONTRACTOR SHALL BE RESPONSIBLE FORTHE PROTECTION OF ALL EXISTING SURVEY MONUMENTS OR MARKERS DURINGCONSTRUCTION.4.ENGINEERING DRAWINGS: REFER TO ENGINEER'S PLANS FOR UTILITY LOCATION, DRAINAGEAND GRADING INFORMATION. IF ACTUAL SITE CONDITIONS VARY FROM WHAT IS SHOWN ONTHE PLANS OR IF THERE ARE DISCREPANCIES BETWEEN PLANS, CONTACT THE ENGINEERFOR DIRECTION AS TO HOW TO PROCEED.5.EXISTING DRAINAGE PROTECTION: THE CONTRACTOR SHALL MAINTAIN ALL EXISTINGDRAINAGE AND SEWER FACILITIES WITHIN THE CONSTRUCTION AREA UNTIL NEW DRAINAGEAND SEWER IMPROVEMENT ARE IN PLACE AND FUNCTIONING.6.EXISTING UTILITIES: CONTRACTOR IS RESPONSIBLE TO "CALL BEFORE YOU DIG".7.ALL FOUNDATIONS AND FOOTINGS, TO BE VERIFIED BY ENGINEER PRIOR TO CONSTRUCTION.8.TREE DAMAGE MITIGATION: WHEN EXCAVATION NEAR A TREE TO BE PROTECTED MUST BECARRIED OUT, DAMAGE CAN BE LIMITED BY ROOT PRUNING. ROOT PRUNING SHALL BECOMPLETED BEFORE GRADING IS STARTED AND SHALL OCCUR BENEATH THE PROTECTIVEFENCING AS SHOWN ON THE PLAN. ROOT PRUNING SHALL BE PERFORMED, WHENREQUIRED, WITH A TRENCHER SUCH AS A TELEPHONE CABLE PULLER OR A "DITCH WITCH"PRIOR TO ADJACENT EXCAVATION. THE TRENCHING SHALL BE TO A MINIMUM DEPTH OF 24"OR THE DEPTH OF EXCAVATION. THE CONTRACTOR SHALL STAKE THE LIMIT OF ROOTPRUNING AS PER THE PLAN. LIMITS OF TRENCHING SHALL BE APPROVED BY THELANDSCAPE ARCHITECT PRIOR TO ANY TRENCHING IN THE FIELD. DO NOT TRENCH FORIRRIGATION OR ELECTRICAL WITHIN DRIP LINES OF EXISTING TREES. COORDINATE ALLTRENCHING REQUIRED FOR UTILITY WORK WITH THE LANDSCAPE PLANS.LINE TYPE LEGENDSYMBOLDESCRIPTIONProperty LineSetbacks /EasementsExisting ContoursProposed ContoursEx. Fenceline(XXXX)(XXXX)XXXXXXXXUTILITY LINE LEGENDSYMBOLDESCRIPTIONGas LineWater LineSewer LineOverhead Power LineCommunications(TV/Telephone)GASWSWROHPTVUG-TELEOOOSITE PLAN NOTES1.SEE ARCHITECTURE AND ENGINEERING DRAWINGS FOR ADDITIONAL SITE PLAN INFORMATION.2.SEE ENGINEERING DRAWINGS FOR DEMOLITION INFORMATION.60'-0" R.O.W.10'-0"UTILITYEASEMENT20'-0" UTILITY +POWER LINEEASEMENTFLANDERS MILL RD SUNSTONE ST.EX. SIDEWALKASPHALT PATH(SEE CIVIL)VISION TRIANGLEVISION TRIANGLE VISION TRIANGLEDETENTION PONDADA PARKING(SEE CIVIL)BIKE PARKING(SEE CIVIL)EX. BLDGNEWADDITIONCONCRETE WALKAND RAMP(SEE CIVIL AND ARCH.)EX. CONCRETE WALKEX . F E N C E EX. PLAYEX. PLAYEX. SEPTICPARKING(SEE CIVIL)15'-0"SETBACK5'-0" SETBACK 5'-0" SETBACK 20'-0" SETBACKPROPERTY LINEPROPERTY LINEPROPERTY LINE PROPERTY LINEPROPERTY LINEEX. FENCEEX. FENCEASPHALT PATH(SEE CIVIL)SYMBOLDESCRIPTIONQTYMATERIALSIZELOCATIONGRAVEL MULCH1,744 sfMatch ExistingMatch ExistingProposed Planting AreasEX. GRAVEL MULCH833 sfGRAVEL MULCH SCHEDULESITE OVERVIEWL1.0