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Boulder County, CO <br />25 PM KOR <br />TP 330.75± <br />CONFORM <br />0 <br />0 <br />Z <br />m <br />a• <br />C <br />M <br />Z <br />07"w .00' (AM) <br />\N> <br />SAN> <br />P TP <br />CONFORM <br />FL <br />E P TP <br />CONFORM <br />TP <br />CONFORM <br />TP <br />CONFORM <br />F <br />31.08 <br />z <br />Z <br />N <br />r')bQ <br />9.9•± <br />30.•1± <br />TP 1P <br />330.94± <br />P <br />TP/L1P <br />330.99± <br />CONFORM <br />30.99 LOWES <br />XTERIOR <br />ORNER <br />E P <br />TP 333.00± <br />CONFORM <br />1I <br />TP <br />333.31 <br />F <br />{ <br />(E)TP 332.93 <br />i A// <br />E TP 333.48 <br />(E)TP 333.42 <br />SAN> SAN> <br />SAN> <br />r <br />ri <br />/ to __Irr)_ <br />/ to <br />> •y <br />a ► L604.0 <br />• <br />• > r <br />• <br />s ► •.r <br />♦ iJ r • <br />lb ▪ Obit, <br />r• • r r r` (lir <br />► <br />• a > a • <br />► r • r <br />•• •r a r <br />' • <br />r a r <br />• <br />• ••• <br />334.18± <br />X TING <br />03874139 <br />4 CMP STeRM <br />DRAIN LINE TO BE REPLACED <br />WITHIN LIMITS OF PROPERTY <br />L03 3„ ltr, I.t.00N. <br />ro z (3) ,29' LOZ 3„92,01.00S - <br />X <br />TP 330 7 <br />HP <br />FL G <br />332.67 <br />CAMP BOW WOW <br />FINISH FLOOR 334.00' <br />(ADD 5000.00' TO GET <br />ACTUAL GRADES) <br />SW 3 3.8 <br />TP 333.35 <br />w 2CD <br />O M Qpa <br />to 71 o� <br />O g > m <br />FF k <br />334.00 <br />/ <br />W G <br />/ 333.68 <br />4 r <br />38 <br />TP 333.35 <br />W <br />333.68 <br />334.57± <br />CONFORM <br />-00 <br />to Q <br />Z <br />gm- 1,-..10•11110011110010-- <br />--5331--'' <br />331.50 <br />N <br />MO <br />to <br />• • • ► s • • r • • • • • a • a <br />••••♦ <br />• <br />F 3 2.27 <br />TP 333.39 <br />SW33.:5 <br />TP 333.35 <br />F. 3 . <br />HP <br />S 333.5 <br />TP 333.03 <br />TP 3 <br />W 3 . <br />TP 333.03 <br />F 2.6 <br />33 .71 <br />TP 333.87 <br />TP 33 .49 <br />• • <br />♦ ♦ ► • • • ► • • ► • ► • a • 6 • r l • • ♦ ♦ ►' <br />6 ► • • • P • • ► ► ► ► -• • • 6 ► ♦ a • • • s ► • ► 6 a <br />6 •• ♦ • • • r • ► ► ► • • •- • ► • ♦ • ►- • ► • ► a • • • <br />• 6 ► ► ► • • • ► ► ► • • • • • a • r r • • a ► • • •.) • <br />♦ r • r • ♦ • • ► ♦ ♦ ♦ • ♦ • ►'• • • ► ► • • • • • <br />• • • ► ♦ ► • • ► • ► • • • r • • • • • • ♦ ► ► > • • -- <br />• ♦ ♦ ► ► ► • ► • • • a • > • • ♦ • ♦ • ► •-♦ ♦ r <br />► • • • ► ► • ► ► ► ♦ 6 • • • • e 8 • i-►^'i • • 6 <br />• • ♦ • • * ► .3*-•'- t i • ► 6 • • <br />TW 3 <br />TW FL 329.67 <br />DO <br />ro <br />to z <br />X <br />\ _ 332 " <br />v / <br />TW FL 329.67 <br />> > <br />>• <br />844 <br />• • s <br />•••• <br />6 ► r • <br />• • • ► • <br />♦ • • • r 6 <br />•-4 _;- . -- 6+0 <br />P • ► ► • ► ► <br />►•► 8 • • • <br />IORETENTION <br />AREA <br />BOTTOM <br />328.87 <br />TW FL 329.67 <br />rn <br />in0 <br />X. <br />SS -OF BEARINGS <br />205.00 ( <br />N07°1'�'07„W 200.00' (P) <br />N06°21' 50 W <br />SAN> ` SAN>ro <br />PAERCS- -AA/0\6E <br />SAN <br />r7 <br />if J �� <br />333" <br />r--5334- <br />to <br />z <br />to 0 <br />X <br />TW 334 50 <br />rn <br />KS 0 <br />r0Z <br />[0 0 <br />(a) .C.5' LOZ 3.92,0 LOOS <br />o co <br />AA __---- M wcc <br />cV N <br />2M <br /><NVS <br />1.. <br />GRAPHIC SCALE <br />20 0 . 10 21 <br />( IN FEET ) <br />1 inch I= 20 ft. <br />Dal <br />LID <br />HP <br />LP <br />LIP <br />PROPERTY LINE <br />PROPOSED CURB & GUTTER <br />EXISTING CONTOUR <br />PROPOSED CONTOUR <br />DRAINAGE AREA BOUNDARY <br />STORM DRAIN LINE <br />HAND RAIL <br />BUILDING HEIGHT CALCULATOR UNE <br />SANITARY SEWER MANHOLE <br />STORM DRAIN MANHOLE <br />DRAINAGE SLOPE AND DIRECTION <br />GAS METER <br />WATER METER <br />IRRIGATION METER <br />TOP OF STORMDRA N STRUCTURE <br />HIGH POINT <br />LOW POINT <br />LIP OF' GUTTER OR SWALE <br />GB GRADE BREAK <br />)IK XXXX EX EXISTING SPOT ELEVATION <br />XXXX 1P TOP OF PAVEMENT ELEVATION <br />BOTTOM OF CURB <br />AS APPLICABLE) <br />SWT <br />RIM <br />BOTTOM <br />SHELF <br />(E) <br />(P) <br />TW <br />CLEAN -OUT <br />DOUBLE CLEAN -OUT <br />GATE VALVE <br />STORM WATER TREATMENT BASIN <br />TOP OF SWT BASIN <br />BOTTOM OF SWT BASIN <br />TOP OF BANK/SLOPE <br />EXISTING <br />PROPOSED <br />TOP OF WALL <br />CURB CUT <br />XXXX SW SIDEWALK <br />XXXX GR GROUND <br />)11( XXXX FF FINISH FLOOR <br />COBBLE DISSIPATOR <br />STORM WA IER SELF- TREATING <br />LANDSCAPE AREA <br />(REFER TO LANDSCAPE PLANS <br />FOR PLANTING SCHEME) <br />WITH WALLS <br />Know what's below. <br />Call before you dig. <br />C V <br />L <br />Engineering <br />7200 S. Alton Way, Suite B-270 <br />Centennial, CO 80112 <br />John Measels, PE <br />CIVIL ENGINEER <br />i, r 52930 C1)1 <br />0 498/efaCt#-- <br />07/24/2020 <br />FIRM NO. F-19504 <br />FOR REVIEW ONLY. <br />THIS DOCUMENT IS <br />RELEASED FOR THE <br />PURPOSE OF REVIEW ONLY <br />UNDER THE AUTHORITY OF <br />JOHN T. MEASELS, P.E. <br />IT IS NOT TO BE USED <br />FOR CONSTRUCTION. <br />CAMP BOW WOW <br />578 S PIERCE AVE <br />LOUISVILLE, Co 80027 <br />DOG CARE SERVICES <br />DOGGY DAY CARE & BOARDING <br />At <br />oc <br />GRADING PLAN <br />DESCRIPTION <br />ENITEAL SUBMITTAL <br />At <br />ab <br />02/28/20 <br />PROJECT NO: <br />JM-CBW 19003 <br />DRAWN BY: <br />OB/RM <br />CHECKED BY: <br />JMCE <br />4 of <br />13 <br />