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Home My WebLink About20012487.tiff R.O.W. R.O.W. 60' Ow 30'-0" E.O.P. E.O.P. I 22'-O" 4' SHOULDER SHOULDER -0" -0" -11' 0" 1}'-0' -0--6'-0-~ 4:1 MAX......if;SWALES AS REQUIRED BITUMINOUS ASPHALT PAVEMENT (THICKNESS TO BE DETERMINED IN FINAL DESIGN) GRAVEL SHOULDER (SPECIFICATIONS TO BE DETERMINED IN FINAL DESIGN) (THICKNESSRAVEL TO BE EDEORR FULL M ERMINED IN E FNNAL DESIGN) NOTE: PAVEMENT SECTION TO SE DESIGNED BY SOILS ENGINEER ASPHALT AND APPROVED BY COUNTY ENGINEER PRIOR TO CONSTRUCTION • TYPICAL SECTION - INTERIOR STREETS 22' PAVEMENT W/ 4' SHOULDERS NOT TO SCALE R.O.W. R.O.W. 60'-0" 1- 30'-0" E.O.P. E.O.P. E 24'-0" E 4' 4 SHOULDER SHOULDER 1----a'-o" -0- 12'-0" 12' 0" 1-6'-0" -Or 4:1 MAX_ f-MIN. _ __2_MIN. ' ,s E`'` '` SWALES AS REQUIRED EXISTING 24' WIDE ASPHALT PAVEMENT PROPOSED GRAVEL SHOULDER AND SUBGRADE (SPECIFICATIONS TO BE DETERMINED IN FINAL DESIGN) EXISTING SLOPE TYPICAL SECTION - WCR 37 22' PAVEMENT W/ 4' SHOULDERS NOT TO SCALE \\'*---. r STARK FARM DAVIS MI tT 8h1 Lam CIVIIL ENGIINE TYPICAL c� 1435 » 1 STREET SECTIONS > 1- 1. \ , 2001-2487 S,.. K raiLIAS R20(5ed irldrr r CHANGE OF ZONE PLAT OF STARK FARMS PUD SITUATE IN THE N. 1/2 OF SECTION 12,TOWNSHIP 7 NORTH.RANGE 66 WEST,OF THE 6TH PM., I COUNTY OF WELD, STATE OF COLORADO i I i h r o :�� r / J \ i. -t: L-__� VICINITY MAP+__.�� _II �� , �µr i- ,...p,1t r — s c FLOF9 �� i v -b �.r�. J ._."tr . ETA \ ' (ourcoT A is 1--so-r") (PART of TNts wi) ' 7. =4' 3 I .i xe ® w • USR-744 Site VC, v4 y 12%."•-, Z57 Site • 'IVOR 37 • • USR-744 s CR 84 . .5.toCr(' Farm ) _ P 4 h -Cr©sS C-ut Later:WY . Hello