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PEREZ SIP <br /> SECTION 13, TOWNSHIP 28N , RANGE 4E, W. M . Z <br /> 0 <br /> a <br /> d <br /> / w <br /> I . <br /> / 1/2" P CURB <br /> WAYS <br /> - <br /> 1t <br /> 4 w- <br /> c r " <br /> INTERSECTION <br /> J \ <br /> *t + 1 ` \ %l ,, ES 'T 34, ESM'T <br /> HOLLY DRIVE" \ 1 \ / 49 LF 8" CPEP ° Q <br /> STA 1 ACCESS ROAD x - I �•� I AB) 1 LF 8" CPEP <br /> STA 20+00.00, 0.0�' \ '� 21+00 - _ a23400 <br /> + •,}I ° P/L <br /> ��.. �. - - a. i --i a 0.5 eY <br /> c8 //2 ' - aaal `a.. �'''4 5 PED 20 4.5' y��4_•••• �N(�� <br /> e:• .CB,#4. .4 4 PATH <br /> ,` <br /> EX. CB-T1=5$ 59 11 � a 1 T a a \ •3�6� �50... <br /> E=5BiJ8(W$"P C)- \\ 1 / � I � .•' 1 (`f \a ' VERTICAL CURB 2� 2� MAX. VERTICAL CURB <br /> IE=580.93(SW12"01) \ V \ a 1 \ - - & GUTTER (STD. <br /> NEW IE NW=688-93• _"-•1,�1 �' ! °• / _�/ &GUTTER PER STD. <br /> ( ) \\ I \ �. 7r/4 \ \\i DWG. 307 AS MODIFIED DWG. 307) <br /> ,,...:.. <br /> `\J i \! �� l a.�,�; •a' \ h$a i \\ BY SCHEMATIC BELOW) SEE NOTE* <br /> 4 12\'\D.I., ``III �\ - STANDARD ROADWAY SECTION <br /> 20(AB) �. I � - _ .SEE NOTE* 3" COMP DEPTH CLASS 1/2" HMA <br /> 5 tLF 8"\D.I. \ <br /> 1 (AB>I ) SECTION 'A-A' 6" COMP DEPTH CSBC W <br /> PRIVATE ROAD <br /> DESIGN SPEED = 25 MPH J U) <br /> N.T.S. W z <br /> LOW PT. STA ==20+95.00 W '`J` < O <br /> LOW PT. ELEV = 584.58 *NOTE: <br /> PVI STA = 21+25.00 CONTRACTOR TO INSTALL COMPACTED TILL 1 U ,J A/ <br /> PVI ELEV= 584.88 STA 21+77.74 BARRIERS ALONG DRIVEWAY CUTS TO <br /> K LL <br /> A.D. = 2.75% END PRIVATE ROAD PROVIDE A BARRIER BETWEEN PERMEABLE `�� Q <br /> - 1 .63 BEGIN SHARED D/W PAVEMENT STORAGE COURSE AND PRIVATE Q 60.0' VC APPROXIMATE ROAD BASE COURSE. TILL BARRIERS TO <br /> 590 ... . .... ... . .. ... . .. .. . ... . .. . . FINhSHED GRADE.OF• • ••• •• • • EXTEND DOWN TO THE BOTTOM OF THE ROAD <br /> SHARED D/W ; BASE COURSE LAYER. <br /> AS-BUILT <br /> FG AT CA + <br /> Off ' :NW �i�i 17JI.NIAITIR <br /> Lo <br /> j °�^ N GD <br /> + D DESIGN •>w �9 : ' I- - S ro 00�n. i w.: FINISHEDEXISTING gym.• G®UND ice/ : O �C4EX. 5' CA <br /> GROUND m .i : gvv$IpEWgLK ®.C/L �---/ ; : TO GRADE GUTTER <br /> . . .. . . . . . . . . .. .�... .. .. . . . . . . .. . . .. . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . TO SPI ONTO ASPHALT LLI <br /> \2.p0% •(AB)91 9�LF 8" CPEP . . . <br /> W <br /> o a <br /> ------. AB)86 LF 12'!D.I. / 49`� s =s-9ea ft ft MODIFIED CURB&GUTTER <br /> ( 0.004(AB) Z <br /> 4 S a p.0 CB /3, TYPE 1 _ <br /> g =0�.003(ft)ft STA 21+80.44, 8.16' RT CB 4:TYPE I W <br /> RIM =388:42 587.58(AB) STA22+70.10, 8.t1' RT 5 W <br /> IE =689.37•(SE)8" CPEP583. AB : RIM =3BB:41-585.62(CAB P G LU <br /> LU <br /> • •: •-• . . .' •IE =583.9;(NW)8" CPEP583.48(AB) IE = 9 (NE)8" P 583.85(AB) I f� <br /> 580 . .... . <br /> • CB 1 TYPE IE =68334 (SW)8" CPEP583.49 AB =-��(SE)e" CPEP 583.85(AB) I--2' TAPER O Z <br /> .. a o STA.20+41.87, 11.13'..RT.. . . . ... .... .... ... . ... " " IE_'683.3ig(E)8"'CPEP 583. AB... .;.. .. . . . . . . . . .. . <br /> .o RIM-583.79(AB) •. . ' W <br /> II IE :581.83(SE) 581.47(AB) <br /> STA 20+27 4Z, 7:�32 REK B N N IE =581.83(NE)581.47(AB) ; ,•, �" <br /> IE -:58q.83(NW) 581.84(AB) - P- <br /> :RIM=583.59 ; a . <br /> !E-=580.93(SW12'Di) <br /> NEW IE=588.96( CB #2, TYPE I W/SOLID LID : 2 <br /> STA 585. 2 8.92'`T) co Z <br /> RIM =385r22 E)B- AB O N O <br /> ' IE _•✓j82,23�(NE)8" CPEP 582.19(A8) <br /> IE= WIR aA (SW)B" CPEP582.17(AB) CURB TRANSITION AT DRIVEWAY U) <br /> � <br /> ' IE �81,&B- (SE)12" D.I. 582,11(AB) ; <1 <br /> ' <br /> . . . . . . . . .. . . .. . .. . .. . .. . . .IE_.582.23 .NW B"•CPEP 582. N <br /> .. .... . . . . .. . . . . . . . . . . . . . . .. <br /> WN 5z <br /> Of W <br /> WWW ° � <br /> Z <br /> off ? <br /> w O N <br /> NKnow what's below. 0 a <br /> Call two business <br /> Pi days before you dig. <br /> 570 <br /> AS-BUILT NOTE: ","o <br /> O a 22-0104 EJT <br /> THE AS-BUILT INFORMATION SHOWN WAS <br /> LO PROVIDED BY ORCA LAND SURVEYING, INC., & <br /> 0 20 40 THE CONTRACTOR. OMEGA ENGINEERING HAS 8/11/2022 <br /> L��� PREPARED AND STAMPED THIS DRAWING BASED wF <br /> 20+00 21+00 22+00 HORIZONTAL SCALE ON THAT INFORMATION. 1"=20' <br /> PRIVATE RD CENTERLINE PROFILE F­� 9 <br />