The drawing

C-101 Site Plan, Millbrook Branch LibraryARCH D sheet, 36 by 24 inches. Drawn at 1" = 20'. Use the layer tray and the measure tool below the drawing.KESTREL AVENUE, 60'-0" RIGHT OF WAYMILLBROOK ROAD, 50'-0" RIGHT OF WAY5'-0" PUBLIC WALK9898999910110298989999100100101102103BM, ELEV 98.7526 STALLS TOTAL, 2 ACCESSIBLEACCESSIBLE STALLS 8'-0" WIDE WITH AN 8'-0" ACCESS AISLE24'-0" DRIVE AISLE30'-0" CURB CUTN 90-00-00 E 200.00'S 04-45-49 E 180.62'S 90-00-00 W 215.00'N 00-00-00 E 180.00'MILLBROOK BRANCH LIBRARYTWO STOREY, 6,400 SQ FT GROSSFINISH FLOOR ELEV 100.506'-0" ENTRY WALK8 in W15 in ST8 in SAN4 in GPRIMARY ELEC2 in W SERVICEWM6 in SANCOCOINV 94.10 AT BLDGINV 91.60 AT MAIN, SLOPE 1.0 PERCENTCB-1CB-212 in ST15 in STINV 93.40INV 92.05 AT MAIN2 in G SERVICEGMXFMRPRIMARY ELECSECONDARY40'-0"40'-0"100'-0"85'-0"80'-0"N020'-0"40'-0"60'-0"80'-0"1" = 20'1 SITE PLANSITE LEGENDProperty line, with bearing and distanceExisting contour, one foot intervalProposed contour, one foot intervalUnderground utility, with size and serviceCatch basin, cleanout, meter or valvePaving, drive, walk and streetProperty corner, iron pin foundBearings are written quadrant style: the letter of themeridian, degrees, minutes and seconds separated byhyphens, then the letter of the quadrant.SITE DATALot area: 37,350 square feetBuilding footprint: 80'-0" by 40'-0", 3,200 square feetFront setback held on Kestrel Avenue: 40'-0"Side street setback on Millbrook Road: 40'-0"East side setback: 85'-0"Rear setback: 100'-0"Parking provided: 26 stalls, 2 accessibleFinish floor elevation: 100.50Benchmark elevation: 98.75Benchmark: chiselled square on the top of the north west inlet rimContour interval: 1'-0"SITE GENERAL NOTES01. Elevations on this sheet are site elevations referred to the benchmark,not to the building floor datum. Finish floor 0'-0" on the architecturalsheets is site elevation 100.50.02. Existing contours are dashed and proposed contours are solid. Where thetwo run together the grade is unchanged.03. Locate every existing utility in the field before excavating. The sizesand inverts shown are from record drawings and are to be verified.04. Hold the finish floor elevation. Set the top of the entry walk 6 in belowthe finish floor and slope it away from the building.05. Parking stalls are 9'-0" by 18'-0" with a 24'-0" two way aisle. The twoaccessible stalls are 8'-0" wide and share an 8'-0" access aisle.06. Restore any part of the right of way disturbed by the work to thecondition the highway authority requires.Northgate Design StudioArchitecture and interiorsStructural and civil: Kestrel EngineeringPROJECTMillbrook Branch Library412 Kestrel Avenue, MillbrookMillbrook Public Library DistrictProject number 2026-114ISSUE2026-08-14 Issued for constructionSCALE1" = 20'DRAWNKECHECKEDQAREVISIONSNODATEDESCRIPTIONSHEET TITLESite PlanSHEET NUMBERC-101
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Turn on Measure, then click two points on the drawing.

Layers on C-101

Drag to pan, scroll or pinch to zoom, or use the buttons. With the drawing focused, the arrow keys pan, plus and minus zoom, and 0 fits the sheet. Every tag, marker and dimension is a focusable target: press Tab to walk them and Enter to select one.

12 questions in the bank draw on this sheet.

How to read this sheet

C-101 is the only sheet in this set drawn at an engineer's scale. It reads 1" = 20', which means one inch of paper is twenty feet of ground, and it is a decimal scale rather than a fraction of an inch to the foot. Everything on a civil sheet follows from that: distances come in feet and hundredths of a foot, not feet and inches, and elevations are decimals too.

Find the property line first. It is the long dash and short dash line that closes around the lot, and each of its four courses is labelled with a bearing and a distance. A bearing is read as a quadrant: the meridian letter, then degrees, minutes and seconds, then the quadrant letter. "S 04-45-49 E" means start facing south, swing four degrees, forty five minutes and forty nine seconds toward the east. The distance after it is the horizontal length of that course. Walk the four courses in order and you come back to where you started, which is what a surveyor means by a closed figure, and it is the first thing to check on any boundary drawing.

Next find the building. The footprint is the same 80'-0" by 40'-0" rectangle drawn on A-101, placed on the lot and dimensioned to the property lines. Those four dimensions are the setbacks: 40'-0" from the front line on Kestrel Avenue, 40'-0" from the side street line on Millbrook Road, 85'-0" to the east line, and 100'-0" to the rear line. A setback is a required minimum, and the dimension you see is what is actually being held.

Now read the ground. Contours are lines of equal elevation, drawn here at a one foot interval. Existing contours are dashed and proposed contours are solid, and where the two lie on top of each other nothing is being regraded. The numbers on the contours count up toward the south, so the site falls toward Kestrel Avenue, which is where the storm main runs. The benchmark near the north west corner is the fixed point every one of those elevations is measured from, and its elevation is stated on the sheet.

Watch the datums. A site elevation and a building elevation are two different measuring systems. Level 1 finish floor is 0'-0" on the architectural sheets and 100.50 here. Subtract to move between them, and never assume a number on a civil sheet and a number on an architectural sheet share a zero.

Finally read the utilities. Each run is drawn as a hidden line with its size and service written along it: 8 in W for the water main, 8 in SAN for the sanitary sewer, 15 in ST for the storm drain, gas and primary electric in Millbrook Road. Inverts are called out in text at the ends of a run, and an invert is the inside bottom of the pipe, not the top and not the centre. Gravity runs downhill from the higher invert to the lower one, and the slope note tells you how fast.