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CS101_SITE PLANDDCC3456789101213141116AA152FBBGGEEHH78912161513141011P/LP/LP/LP/LP/LP/LFTOETOETOETOETOETOETOETOETOETOETOETOETOETOETOETOETOETOETOETOETOETOETOETOETOETOETOETOETOETOE TOETOETOE CONTOEOHPOHPPPROW ROW ROW ROW ROW ROW ROW ROW ROW SDGI 111213141516" CIP14" RCP 48" RCPROW ROW ROW EGEGEGEGEGEGEGEGP/L P/L P/L P/L P/LP/LP/LP/LP/LP/LP/LP/LP/LP/L P/L P/L P/L P/L P/LP/LP/LP/LP/L P/L P/L P/L P/L P/LP/LP/LP/LP/LP / LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LSET_SCRD_X1462575.66SETSCRBD_X1472575.23CP - 58 PPC1742571.78CP - 58 PPC1752570.44CP - SCRIBED X1772575.70CP - 58 PPC1792572.00CB1ADPHASE 2HireSWSW"PLS8251"PLS8961SW SW SW SW C34S. SENTINEL LN. (PRIVATE)ACHDACHDACHDTOETOETOETOETOETOETOETOETOETOETOETOETOETOETOETOETOETOETOETOETOETOETOETOETOETOETOETOETOETOETOETOETOETOETOETOE TOETOETOE CONTOEOHPOHPOHPOHPOHPPPPPROW ROW ROW ROW ROW ROW ROW ROW ROW SDGIGIGIPPPP 111213141516" CIP14" RCP 48" RCPROWROWROW ROW ROW EGEGEGEGEGEGEGEG10'60'16'16'10'45'15'43.44'43.86'MOBILE MRIPARKING PAD25'23'40'23'20'40'17'17'25'8'72' 81' 25'17'8'18'17'25'17'25'45' 54'25'17'24'25'28.07'2.23'19.77'54'26.76' 63'9'63' 9.64' 5.53'7'7'17'25'10.57 '81'9'90'43.56 '27.88 '42.38 '27.88 '42.38 'R2'R7.5'R 5 'R5'R5'R5'R5'R5'R5'R 5 'R5'R5'R5'R3.5'R5.5 'R4.5'17' TYP.9'TYP.20'TYP.9' TYP.20'TYP.9' TYP.20'TYP.9' TYP.17'TYP.9' TYP.17'TYP.9'TYP.17'TYP.9'TYP.R7.5'15.8 '71.1 'R10'R1 0 '10'17.3'27.3'22.3'80.7'36.7'54'27.3'4.6'36.7'30.7'16.1'15.3'20.6'R5'SURVEY CONTROL POINTSPoint #144146147174175177178179Northing704014.35704446.70704234.71704041.27704452.74704402.10704019.37704155.35Easting2444952.532444883.152444945.162444056.832444069.632444787.052444862.552444474.12Elevation2573.292575.662575.232571.782570.442575.702573.342572.00DescriptionSET_SCRBD_XSET_SCRD_XSETSCRBD_XCP - 58 PPCCP - 58 PPCCP - SCRIBED XCP - SCRIBED XCP - 58 PPCBUILDING COORDINATE TABLEGRIDLINEINTERSECTIONA-2A-16H-2H-16Northing704236.5521704230.7380704020.5720704014.7579Easting2444200.17612444628.13702444197.24192444625.2028DRAWN BY REVISIONS®w w w . c t a g r o u p . c o m8 0 0 . 7 5 7 . 9 5 2 2CHECKED BY DRAWN BY: TSREVISIONSCHECKED BY: RS02.17.2020© 2020 | ALL RIGHTS RESERVEDCONSTRUCTIONDOCUMENTSCORE AND SHELL MEDICAL OFFICE BUILDING 1 10 MILE CROSSING, MERIDIAN IDAHO02/27/20209.18.2019ASI001105.01.2019ADDENDUM 1309.18.2019CCD001409.18.2019PR001512.03.2019MOBILE MRI612.18.2019CCD 02702.17.2020RFI 73802.27.2020PR-003H ORROCKSENGINEERSN CONSTRUCTION KEYNOTESINSTALL LIGHT DUTY ASPHALT PAVEMENT. SEE SHEET CS501 FOR TYPICALPAVEMENT SECTIONS.INSTALL HEAVY DUTY ASPHALT PAVEMENT. SEE SHEET CS501 FOR TYPICALPAVEMENT SECTIONS.INSTALL HEAVY DUTY CONCRETE PAVEMENT, SEE SHEET CS501 FORCONCRETE PAVEMENT SECTION6" VERTICAL CURB AND GUTTER (ISPWC SD-701)6" "MODIFIED" REVERSE SLOPE CURB & GUTTER, SEE SHEET CS501 FORDETAILTRANSITION 6" VERTICAL CURB AND GUTTER TO 6" "MODIFIED" REVERSESLOPE CURB AND GUTTERPLACE TEMPORARY ASPHALT ROLLED CURB. PROVIDE 2' WIDE GAPS ASSHOWN FOR DRAINAGE.INSTALL CONCRETE SIDEWALK (ISPWC SD-709)INSTALL ADA ACCESSIBLE RAMP WITH DETECTABLE WARNING PAD (ISPWCSD-712, SD-712C, & SD-712G, MIDBLOCK)INSTALL MODIFIED ADA CURB RAMP WITH TRUNCATED DOMES PER DETAILCS1022' RIBBON CURB, SEE SHEET CS102 FOR DETAILHANDICAP PARKING SIGNHANDICAP PARKING SIGN - VAN ACCESSIBLEINSTALL TRASH ENCLOSURE PER ARCHITECT'S DESIGN, SEEARCHITECTURAL PLANS FOR DETAILPLACE 4-INCH WHITE PAINT STRIPINGUTILIZE 5' x 5' CONCRETE CONTROL JOINT PATTERN (EXPANSION JOINTSPER ISPWC SPACING)UTILIZE 4' x 4' CONCRETE CONTROL JOINT PATTERN (EXPANSION JOINTSPER ISPWC SPACING)LANDSCAPE AREA PER LANDSCAPE ARCHITECT PLANSSTOP SIGN, SEE SHEET CS501 FOR DETAILINSTALL LIGHT DUTY CONCRETE PAVEMENT, SEE SHEET CS501 FORCONCRETE PAVEMENT SECTIONWALKING PATH FOR REFERENCE ONLY, BY OTHERS.INSTALL TWELVE (12) BICYCLE PARKING STALLS WITH SIX (6) INVERTED URACKS, SEE SHEET CS501 FOR DETAIL (CONCRETE LIGHT DUTY SECTION)6" VERTICAL CURB (NO GUTTER ISPWC SD-701A)TIE ASPHALT PAVEMENT, CURB & GUTTER, AND SIDEWALK (AS SHOWN)INTO EXISTING TM CROSSING PHASE 1 IMPROVEMENTS.PROPOSED TRASH/GENERATOR ENCLOSURE BY OTHERS, REFER TOARCHITECTURAL PLANS.EXISTING CONCRETE ISLAND. PROTECT IN PLACEFUTURE DEVELOPED AREA TO BE LANDSCAPED PER LANDSCAPEARCHITECT PLANS THIS PHASE.UTILITY VAULT. SEE UTILITY PLAN CU101REFER TO LANSCAPE ARCHITECT PLAN FOR LIMITS OF LANDSCAPE BEHINDTBCSAWCUT AND REMOVE EXISTING ASPHALT FOR CLEAN EDGE. TACK FACE OFEXISTING ASPHALT TO RECEIVE NEW ASPHALT AC POUR (PER ISPWC)INSTALL TEMPORARY PAVEMENT ONLY AS NEEDED TO SATISFY ACCESSREQUIREMENTS (PHASE 2 CONSTRUCTION MAY REQUIRE AN ALTERNATIVELOCATION FOR TEMPORARY ACCESS BE PROVIDED)REINFORCEMENT IN DUMPSTER PAD TO EXTEND 10' MINIMUM BEYOND FACEOF ENCLOSURE. SEE DETAIL CS102SIGN. SEE ARCHITECT PLANS FOR DETAILSBOLLARD. SEE LANDSCAPE ARCHITECT PLANS FOR DETAILSINSTALL TRAFFIC RATED PAVERS PER DETAIL SHEET CS-102PROPOSED LIGHT POLE FOR REFERENCE ONLY. SEE ELECTRICAL PLANS.IDAHO POWER SECTOR SWITCH FOR REFERENCE ONLY. SEE ELECTRICALPLANS.IDAHO POWER TRANSFORMER FOR REFERENCE ONLY. SEE ELECTRICALPLANS.ELECTRICAL PEDESTAL. SEE ELECTRICAL PLANSEXISTING ELECTRICAL JUNCTION BOX (PROTECT IN PLACE)EXISTING IRRIGATION BOX TO BE RELOCATED TO 1' BEHIND BACK OF CURB0102030405060708091011121314151617181920212223242526272829303132333435363738394041NOTES:1.DIMENSIONS ARE TO FACE OF CURB UNLESS SHOWN OTHERWISE.2.ALL RADII ON FACE OF CURB IN PARKING AREA ARE 3' UNLESSOTHERWISE NOTED.3.JOINTS AND CONSTRUCTION OF CONCRETE AREAS SHALL BE PERISPWC SD-714, SD-714A, SD-714B OR AS SHOWN ON THE LANDSCAPEPLAN JOINT PATTERNS.4.JOINT PATTERNS PER ISPWC ARE A MIN STANDARD SEE LANDSCAPEARCHITECT PLANS FOR ADDITIONAL DETAILING.5.ADA RAMPS SHALL INCLUDE TRUNCATED DOMES PER STANDARDISPWC DETAILS AND SHALL EXTEND THE LENGTH OF RAMP OPENING.6.PARKING LOT STRIPING AS SHOWN SHALL MEET CITY OF MERIDIANSPACING REQUIREMENTS AND LOCATION OF SPACES AS SHOWN.7.CONCRETE EXPANSION JOINTS SHALL BE PLACED AT THE FACE OFALL BUILDINGS, STRUCTURES, AND LOCATIONS ABUTTINGSEPARATE CONCRETE POURS (FOUNDATIONS, ETC.)030'60'SCALE: 1" = 30'MISCELLANEOUS KEYNOTESPROPERTY BOUNDARYACCESS EASEMENTRIGHT OF WAYWORK DONE BY OTHERSAAAAAAABBBBBBBCCCCCCCDDDDDDDS. VANGUARD WAY72'54'72'72'99'54'7'7'6'7'7.1'72'24.6'7'8'18'25'25'25'30'40'25'108'25'17'29'7'6.5'30'6.5'7'40'R5'17'8'22.9'6'R 5 0 'R5'R5 ' 11.2'18'7'7.1'R15'R5'30'40'30'27'27'7'4.5'25'R15' R5' 117' 72'72'54'5'81'17'27'81'99'8'117'25' 5.7'5'20'432.7'125.5' 144.2' 42'8' 17.5'17.5' 42' 6'R10'R5'R2'R2' R5' 54'63'8' 32' EXISTINGPERMANENT SEWEREASEMENTINST. NO. 106122362 R 5 ' R 2 0 'R20'R5'R1 0 'R5'6' 183.3'ASPHALT: ASPHALT MIX DESIGN SHALL MEET ISPWC SECTION 810 CLASS III PLANT MIXAND MATERIALS SHALL BE PLACED IN ACCORDANCE WITH ISPWC STANDARDSPECIFICATIONS FOR HIGHWAY CONSTRUCTION (1/2" MIX DESIGN)AGGREGATE BASE: MATERIAL TO COMPLY WITH ISPWC STANDARD FOR CRUSHEDAGGREGATE BASE MATERIALSTRUTURAL SUBBASE: MATERIAL TO COMPLY WITH STRUCTURAL FILL SECTI0N OFGEOTECH REPORT. THE PLACED MATERIAL SHALL BE NO GREATER THAN 4".- A QUALIFIED GEOTECHNICAL ENGINEER OR ENGINEERING TECHNICIAN IS REQUIRED TOVERIFY SUBGRADE COMPETENCY AT THE TIME OF CONSTRUCTION.ALL EARTHWORK, FLEXIBLE AND RIDID PAVEMENT CONSTRUCTION SHALL BE INACCORDANCE WITH THE SITE GEOTECHNICAL REPORT.26'TEMPORARYDRIVE 0204CS101MOB PHASE 2 NOT PART OF THIS CONTRACTSITE PLANCP# 146CP# 177CP# 147CP# 144CP# 178CP# 174CP# 175CP# 17910'PEDESTRIANPATH7'LANDSCAPEACHD SIDEWALKEASEMENTINST. NO. 2017-063623131212121402080202020202020101180808080808032020040404050404050504050404041123040405041515151515151515151515151515151515151515121313240808081010101004231818181818181818181818181818181818181818181818181818181818181818040505040504050505040505040504042718181818181818181818181515151515151515151515212121082526030303033528281010100328103030243118292929323333331010101834343435350808090909090404110404D111104050604050606R32.3'R1068.6'363636363636363636363636363636363636363636373834183434343434R450'3434033945'9'63'010101010105050404040405040505050505050404040606050810151515151515151529182918181818181828'208.8 '25'30.2'31.2 '172.2 '30'56.1 '10'040413.3'10810.64'63'404129