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HomeMy WebLinkAboutSUB201800177 Plan - Other (not approved) Road Plan and Comps. 2018-03-12600 595 590 585 580 575 570 565 560 555 550 545 540 535 530 525 HIGH PT STA = 10+51.54 HIGH POINT ELEV = 581.04 PVI STA = 10+64.04 PVI ELEV = 580.79 A.D, = -5.00% K = 5.00 Vc- 'IT 't u� c� Lq u*) c* + Lo + ui if 0 W it 1w 0 (01 1 co � LOW POINT STA = 13+35.50 LOW POINT ELEV = 565.46 PVI STA = 13+09.25 PVI ELEV = 563.62 A.D. = 10.50% K = 15.00 157' VC O C? C.0 co o0C cy) co D + u') + u') N, 11 cy) 11 HIGH PT STA = 15+39.35 HIGH POINT ELEV = 571.37 PVI STA = 15+44.77 PVI ELEV = 571.87 A.D. = -9.17% K = 5.00 46' VC U-)0 (o 1p 0011- OR Iq I- C) + Lo + m Lol I I Lol I I 9+50 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+50 15+00 15+50 16+00 16+50 17+00 17+50 18+00 18+50 19+00 19+50 600 595 590 585 580 575 570 565 560 555 550 545 540 535 530 rl)r- 20+00 20+50 21+00 PRIVATE ROAD CUT = 1000 CUYD FILL = 2500 CUYD DISTURBANCE = 1.08 ACRES e 0 50 1 CUT = 1300 CUYD FILL = 3450 CUYD DISTURBANCE = 1.35 ACRES 600 595 590 585 580 575 570 565 560 555 550 545 540 535 530 525 520 r- 15 LOW POINT STA = 13-+61.12 uj > _4_i cn --(-) LOW POINT ELEV = 56&63 LLJ u PVI STA = 12+83.12 Ow U) > LLI-- PVI ELEV = 563.87 III C) W co C) W A.D. 11.00% > K 26.00 286' VC 78'VC -2.-OOO/c 37 -7tool co .............. .... .. . Oro ro I- . . .. . ........... I,- N (D + �6:500%- -------PVI ELEV---580.-14-F--------L PVLSTA-;�-1 0+913-1 HIGH PT STA = 10+52.71 + HIGH POINT ELEV = 580.92 BVCS = 10+52.71 -3-150% 1+30.-7-1 PV C E- -57 6 -.8 2--1 -5 67%_- --------------------------------------- --F- -T- 9+50 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+50 15+00 15+50 16+00 16+50 17+00 17+50 18+00 18+50 19+00 19+50 600 595 590 585 580 575 570 565 560 555 550 545 540 535 530 rl)r- 20+00 20+50 21+00 PRIVATE ROAD CUT = 1000 CUYD FILL = 2500 CUYD DISTURBANCE = 1.08 ACRES e 0 50 1 CUT = 1300 CUYD FILL = 3450 CUYD DISTURBANCE = 1.35 ACRES 600 595 590 585 580 575 570 565 560 555 550 545 540 535 530 525 520 r- 15 HIGH PT STA = 15+40.45 HIGH POINT ELEV = 569.93 PVI STA = 15+59.05 PVI ELEV = 570.77 A. D. -8.10% K 12.00 97'VC- M Lo Lo "It "-� Lq l -q q 0 0') 1- 00 co C) (.0 + Lo + Lo tn - fn .. LOW POINT STA = 13-+61.12 cn --(-) LOW POINT ELEV = 56&63 PVI STA = 12+83.12 U) > LLI-- PVI ELEV = 563.87 U) > co--, Fm r A.D. 11.00% > K 26.00 286' VC 78'VC oT -- j K 12.00 .............. .... .. . Oro ro I- ,�T I,- N (D + �6:500%- -------PVI ELEV---580.-14-F--------L PVLSTA-;�-1 0+913-1 HIGH PT STA = 10+52.71 + HIGH PT STA = 15+40.45 HIGH POINT ELEV = 569.93 PVI STA = 15+59.05 PVI ELEV = 570.77 A. D. -8.10% K 12.00 97'VC- M Lo Lo "It "-� Lq l -q q 0 0') 1- 00 co C) (.0 + Lo + Lo tn - fn .. 600 595 590 585 580 575 570 565 560 555 550 545 540 535 530 525 520 .1 0 1) 9+50 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+50 15+00 15+50 16+00 16+50 17+00 17+50 18+00 18+50 19+00 19+50 20+00 20+50 A D a r j R, D 0 50- 16 3' SHOULDER of rlt 1^1 it mr-rn PRIVATE ROAD SECTION 2'SHOULDER MAX GRADE = 7% MATERIAL = GRAVEL CUT SLOPE = 3:1 FILL SLOPE = 3:1 DESIGN SPEED = 15 MPH MAX GRADE = 8.5% MATERIAL = ASPHALT CUT SLOPE = 3:1 FILL SLOPE = 3:1 DESIGN SPEED = 25 MPH .EARTHWORK VOLUME COMPARISION EARTHWORK VOLUME FOR CONSTRUCTION OF PUBLIC ROAD IS 30% GREATER THAT CONSTRUCTION OF PRIVATE ROAD. ALBEMARLE COUNTY CODE SEC, 14-232 A.1. (a) PRIVATE ROAD: 1,000 CY (CUT) + 2,500 CY (FILL) = 3,500 CY EARTHWORK PUBLIC ROAD: 1,300 CY (CUT) + 3,450 CY (FILL) = 4,750 CY EARTHWORK DIFFERENCE: PUBLIC/PRIVATE = 4,750 / 3,500 = 1.35 (35% ADDITIONAL) FOR EXHIBIT PURPOSES ONLY, INFORMATION SHOWN IS DERIVED FROM COUNTY MAPPED GIS AND REPRESENTS PRELIMINARY DESIGN jr, Ipr pi '1111 Jok �lm If YOUR VISION ACHIEEVE:D THROUGH 0URS. cn --(-) U) > LLI-- Ox U) > co--, Fm r cl) lu U > 78'VC _..___.._._._._.____.a- -- j K 12.00 .............. .... .. . -56 �6:500%- -------PVI ELEV---580.-14-F--------L PVLSTA-;�-1 0+913-1 HIGH PT STA = 10+52.71 HIGH POINT ELEV = 580.92 BVCS = 10+52.71 1+30.-7-1 PV C E- -57 6 -.8 2--1 --------------------------------------- 600 595 590 585 580 575 570 565 560 555 550 545 540 535 530 525 520 .1 0 1) 9+50 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+50 15+00 15+50 16+00 16+50 17+00 17+50 18+00 18+50 19+00 19+50 20+00 20+50 A D a r j R, D 0 50- 16 3' SHOULDER of rlt 1^1 it mr-rn PRIVATE ROAD SECTION 2'SHOULDER MAX GRADE = 7% MATERIAL = GRAVEL CUT SLOPE = 3:1 FILL SLOPE = 3:1 DESIGN SPEED = 15 MPH MAX GRADE = 8.5% MATERIAL = ASPHALT CUT SLOPE = 3:1 FILL SLOPE = 3:1 DESIGN SPEED = 25 MPH .EARTHWORK VOLUME COMPARISION EARTHWORK VOLUME FOR CONSTRUCTION OF PUBLIC ROAD IS 30% GREATER THAT CONSTRUCTION OF PRIVATE ROAD. ALBEMARLE COUNTY CODE SEC, 14-232 A.1. (a) PRIVATE ROAD: 1,000 CY (CUT) + 2,500 CY (FILL) = 3,500 CY EARTHWORK PUBLIC ROAD: 1,300 CY (CUT) + 3,450 CY (FILL) = 4,750 CY EARTHWORK DIFFERENCE: PUBLIC/PRIVATE = 4,750 / 3,500 = 1.35 (35% ADDITIONAL) FOR EXHIBIT PURPOSES ONLY, INFORMATION SHOWN IS DERIVED FROM COUNTY MAPPED GIS AND REPRESENTS PRELIMINARY DESIGN jr, Ipr pi '1111 Jok �lm If YOUR VISION ACHIEEVE:D THROUGH 0URS.