HomeMy WebLinkAbout1.02 Plans., • \ '\ • \ • \ • \ \ I I 11 I I I \I \ '\ • \ • \ \ EK:~ APPROACH ROAD, SEE SHEET B T~RNOUT #1 \ // RNOUT #2 i i I I : ' . , / '<' I kl ·;· ~ti? I e . ' I , I I' I OF 15" CSP rLVERT 1 r 1 1 : I , \ 1 ' 1' ' ' ' ' / /\ I -~.--· .__,--~ ------- ' . NORTH • ,, SCALE: 1"= 100' " . . I PLAN _~· SOUTH ACCESS .- WIDEN ROAD FOR 20' OF SCALE: 1"= 100' ' ' \, WESTBANK RANCH SUBDIVISION • --_.__,.. __ 3" OF 3/4" GRAVEL ON 6" OF 3" GRAVEL ON PREPARED SUBBASE, ALL COMPACTED TO 90% OF MAXIMUM MODIFIED PROCTOR DENSl1Y } .-~-- 'TYPICAL CROSS-SECTION -SOUTH ACCESS DRIVEWAY • 20' OF 15" CSP CULVERT 14'-16' WIDE APRON PAVED WITH 3" ASPHALT z 0 ~ (/) w > n.. Cl o ro 0::: ::J n..x Vl I I 0 0 z z ~ ~ x x x NOT TO SCALE POLES TO REMAIN DRIVEWAY DETAIL AT OAK LANE SCALE: 1 "= 20' x ,. \ NORTH SCALE : 1 "= 20' 0.A .... "if' .. .. · .. ~!\le .. -\. - REVISIONS DATE BY DATE 1/2/01 SCALE 1"= 100' ENGINEER P. BELAU DWG FlLE 439-SROAD JOB 439-02 SHEET ,.::;;.~ ---~ ..... ) \ I i \. I ~ ---........ ·rr.r;·· ·---. \ \ \ ·i ' ,. ' -· . ,.,' ·~1 ----~--------:;,..--·---:-------.,-----~-7!7---~ 22 \.<D59 AC. ROARING ' . , 21 '2 .'2 2<:l AC . 23 2.a72 AC. CD ® @ CURVE DATA .6. 7.2° 20'21' p, • 2 5!>. 7. '2. L•%.13 C\.\•98.11 T~S0.00 A=GG>.31'4l" P.= 270>.31 L= 32.1.3'2 C\.\= 3C3.S'2. T= 1111.<PO @ N se.· s~'E 4Sl.00 4'11).00 ' '. 18 1.524 AC A= 2.3"20'00' P.= 9(00.00 L=~.115 C\.I " :380. 2.5 T • 196.'i,2 ti.= 32•lO' P.=200.00 L. c 112.'211 Cl.I • I lO. 'i! I T• ':>7.uli> 16 8·': ·._. ;<$ l.256AC. • ' ',., '' ~ @ @ ·· _21;0.00 .1• 'N.3'31' P>• ?>~-'" L • 195.55 04 = 193.3'3 T• 100.00 Ag 2.'l•SJ'3S'' P.• ll!il?.10 L" G>G>l.TI Cll= C..57.4B T = 3$. '27 15 1.159 AC. 5 1.oee ..c.. ----- WEST BANK ' 14 . 1.04.I tC.. Curve@ 6 . \.0,<11 M:. . ·'. RANCH PLANNED DEVELOPMENT 12 . l.OcW .:'C. . I.MO/>£. 8 . 1.02'2 AC. ,7 1.011 AC . SURVEYOR'S CERTIFICATE