ISSUED FOR CONSTRUCTION

Transcription

1 PAGE No. DESCRIPTION 1 Cover Page 2 Overview Map 3 Western Road Plan View 4 Eastern Road Plan View West Road Profiles & Cross Sections 6-7 East Road Profiles 8- East Road Cross Sections Campsite Profiles 1 Boat Launch Parking 16 Volume Tables 17 General Notes & Materials Location: Northing 4614 Easting UTM Zn 9 Survey Date: Oct., 217 Approval Date: Jan. 24, 218 Drawing Number: 177 Page: 1 of 17

2 EXISTING PLAN 1:1 1 1:1 7m N Refer to page 16 for Boat Launch Parking Refer to page 3 for Western Road Site 1 Site 6 Site 7 Site Site 2 Site 3 Site 8 Site 4 Sign Pit Toilets Site 9 Site 1 Refer to page 4 for Eastern Road Site 16 Sign Pit Toilet Site 27 Site 19 Site 26 Pit Toilet Site 47 Site 2 Site 23 Site 21 Site 46 Site 24 Site Site 44 Seepage Site 2 Pit Toilets Site Site 42 Site Site 4 Site Site 28 Site Site Site 36 Site Site Site 37 Site 32 Site 33 Site Site Site Site Site 43 Site 41 Site Pit Toilet Site 4 +4 Ditch Treeline Overhead Power Lines (13 kv) Overhead Power Lines (23 kv) Power Poles Treeline Overhead Power Lines (13 kv) Location: Northing 4614 Easting UTM Zn 9 Survey Date: Oct., 217 Approval Date: Jan. 24, 218 Drawing Number: 177 Page: 2 of 17

3 Ditch BC Hydro Dock Upgrades N Remove Alders from Beach Refer to page 16 for Dock Parking Lot Details Existing 3mm Ø Pipe 16.7m 1.m Site Campbell Lake Site 8 Site 7 Site Site 2 Site 6 Site 1 Site 3 Site 1 Site 16 Existing 6mm Ø CMP Stake 27F Pit Toilet Site 27 Site 19 Site 26 Site 2 Site 21 Site Seepage Pit Toilets Stake 2F 6.m + +6 Site m +12 Existing 6mm Ø CMP Site 9 Site 4 Pit Toilets Sign Sign Stake 27B Existing mm Ø Pipe Pit Toilet Site 23 Site 24 Site 2 Stake 2B Site 42 Site Site 47 Site 46 Site Site 13 Site Site 11 Remove Rotten Guide Logs. Re-work Fill-Slope with Kg Class Angular Rock at a 1.2:1. (HD:VD) Widen Road to.m Site 43 Site Pit Toilet Site 4 L=16m R=16m +6 Install Cross Ditch and Berm to Limit Access on Service Road + +4 Existing 8mm Ø CMP Treeline Treeline Existing 3mm Ø CMP Existing 3mm Ø CMP L=21m R=13m Overhead Power Lines (13 kv) Overhead Power Lines (13 kv) TO BE PRINTED ON 36"X22" PAPER TO RETAIN PROPER SCALE Overhead Power Lines (23 kv) Power Poles DESIGN WESTERN PLAN 1:. 1: 2m LEGEND DITCH DESIGN ROAD EDGE DESIGN CENTERLINE FLAGGED CENTERLINE TOE OF FILL TOP OF CUT TOP OF BANK TREELINE CUT FILL RE-VEGETATION RIPRAP Location: Northing 4614 Easting UTM Zn 9 Survey Date: Oct., 217 Approval Date: Jan. 24, 218 Drawing Number: 177 Page: 3 of 17

4 g 3mm Ø Pipe Site 1 N Site 16 Existing 6mm Ø CMP Stake 27F Pit Toilet Site 27 Site 19 Site 26 Site 2 Re-Vegetate with Native Shrubs and Trees Site 21 Site Seepage 16.7m Pit Toilets Stake 2F 6.m m Site Road Width 6.m from +4 to +6 (Widen 2.m on the Inside of Turn) +9 Site m +12 Site Site 28 Site m +18 Site 3 Site Site Site New Stake 34B Site New Stake 34F Install 7x14x9.1m Armtec Min-Span I Road Width 6.m from +17 to +24 (Widen 2.m on the Inside of Turn) Site 33 Site 3 Stake 27B.m Sign Existing mm Ø Pipe Site 47 Pit Toilet Site 23 Site 46 Site 24 Site 44 Site 2 Stake 2B Site Site Site Widen Road to.m Site 43 Site 41 Site TO BE PRINTED ON 36"X22" PAPER TO RETAIN PROPER SCALE Existing 8mm Ø CMP Road Width 6.m from + to +32 (Widen 2.m on the Inside of Turn) Treeline Existing 3mm Ø CMP Overhead Power Lines (13 kv) Site 4 Survey Date: Oct., 217 Approval Date: Jan. 24, 218 LEGEND DITCH DESIGN ROAD EDGE DESIGN CENTERLINE FLAGGED CENTERLINE TOE OF FILL TOP OF CUT TOP OF BANK TREELINE CUT FILL RE-VEGETATION RIPRAP DESIGN EASTERN PLAN 1:. 1: 2m Location: Northing 4614 Easting UTM Zn 9 Drawing Number: 177 Page: 4 of 17

5 ELE: 1.3m OFFSET: -6.m - - ELE: 99.m OFFSET: -3.8m ELE: 99.m OFFSET: -2.m ELE: 99.9m OFFSET: 2.1m ELE: 99.9m OFFSET: 2.1m ELE: 99.7m OFFSET: 3.4m ELE: 99.6m OFFSET: -2.3m ELE: 99.4m OFFSET: -2.m ELE: 99.4m OFFSET: -2.1m +4 + ELE:.9m OFFSET: 3.4m ELE: 99.m OFFSET: 3.2m ELE:.8m OFFSET: 3.m 97 % Start Overhead Power Lines -% End Overhead Power Lines DESIGN WEST ROAD PROFILE 1: Horizontal Scale 1: Vertical Scale - 8% -8% +4 K:4. LVC:23.1 Install 6mm Ø x 8.m CMP + -% -9%. 1: 2m +6 -% Install 6mm Ø x 1.m CMP ELE: 99.2m OFFSET: -2.9m ELE: 99.3m OFFSET: 2.8m Install 6mm Ø x 8.m CMP WEST ROAD CROSS SECTIONS 1: ELE:.8m OFFSET: -2.2m ELE:.m OFFSET: 4.m Install 6mm Ø x 1.m CMP 3. 1:3 1m LOOKING NORTH AT WEST ROAD Location: Northing 4614 Easting UTM Zn 9 Survey Date: Oct., 217 Approval Date: Jan. 24, 218 Drawing Number: 177 Page: of 17

6 . 1: 2m K:4. LVC:4.3 DESIGN EAST ROAD PROFILE 1: Horizontal Scale 1: Vertical Scale K:3. LVC:6.2 K:3. LVC: % Site 23 Site 21 Site 24 Site Site 2 + Install 6mm Ø x 8.m CMP Site Install 7mm x 14mm x 12.2m Armtec Mini-Span I Site Site Site Site Site K:14.64 LVC:22.4 K:17.4 LVC:13.3 K:19.71 LVC:8.7 % % Site Site Site Site Site Install 7mm x 14mm x 9.1m Armtec Mini-Span I Site Site Site 39 Survey Date: Oct., Approval Date: Jan. 24, 218 Site Location: Northing 4614 Easting UTM Zn Drawing Number: 177 Page: 6 of 17

7 DESIGN EAST ROAD PROFILE 1: Horizontal Scale 1: Vertical Scale. 1: 2m K:19.7 LVC:8.7 K:3. LVC:19.2 K:3. LVC:2.2 % K:3. LVC:.4 6% Install 6mm Ø x 8.m CMP % Install 6mm Ø x 8.m CMP Site Site Site Site Site Site Site LOOKING EAST FROM ON EAST ROAD LOOKING DOWNSTREAM AT CROSSING +1 ON EAST ROAD WET AREA AT +4 ON EAST ROAD Location: Northing 4614 Easting UTM Zn 9 Survey Date: Oct., 217 Approval Date: Jan. 24, 218 Drawing Number: 177 Page: 7 of 17

8 Install 6mm Ø x 8.m CMP Install 7x14x12.2 Armtec Mini-Span I (Shown on skew) EAST ROAD SECTION VIEWS 1: :3 1m Survey Date: Oct., 217 Approval Date: Jan. 24, Location: Northing 4614 Easting UTM Zn 9 Drawing Number: 177 Page: 8 of 17

9 Install 7x14x12.2 Armtec Mini-Span I (Shown on skew) EAST ROAD SECTION VIEWS 1: :3 1m Survey Date: Oct., 217 Approval Date: Jan. 24, Location: Northing 4614 Easting UTM Zn 9 Drawing Number: 177 Page: 9 of 17

10 Install 6mm Ø x 8.m CMP Install 6mm Ø x 8.m CMP EAST ROAD SECTION VIEWS 1: :3 1m Location: Northing 4614 Easting UTM Zn 9 Survey Date: Oct., 217 Approval Date: Jan. 24, 218 Drawing Number: 177 Page: of 17

11 #4 1 % 67% -27% % # % % #23 % % % 6% 9% #2 7% 8% % 19% -- -7% -6% 1 # - % % 6% # % % -% #24 % -% % #27 % 48% 67% - % % 29% -8% -7% EAST ROAD SECTION VIEWS 1: Horizontal Scale 1: Vertical Scale. 1: 2m Survey Date: Oct., 217 Location: Northing 4614 Easting UTM Zn 9 Approval Date: Jan. 24, 218 Drawing Number: 177 Page: 11 of 17

12 #28 #3 #32 #34-8% -% -% - -9% - 7%8% % -2 --%9% -1 % % % -7% - - -% % % % % #29 #31 #33 #3 -- -% -9% -9% 8% 8% -3-8% - -7% % % -% -18% -% EAST ROAD SECTION VIEWS 1: Horizontal Scale 1: Vertical Scale. 1: 2m --1 8% Survey Date: Oct., 217 Location: Northing 4614 Easting UTM Zn 9 Approval Date: Jan. 24, 218 Drawing Number: 177 Page: 12 of 17

13 -8% #36 #38 #4 # % - % % - % % 7% -% -% % % -% - - -% % -8% -% -7% #37 #39 #41 #43-8%% 6% 9% % 6% % 6% % % % - - 6% 6% % % % - -% 2 % EAST ROAD SECTION VIEWS 1: Horizontal Scale 1: Vertical Scale. 1: 2m Survey Date: Oct., 217 Location: Northing 4614 Easting UTM Zn 9 Approval Date: Jan. 24, 218 Drawing Number: 177 Page: 13 of 17

14 # # % - #48-6% 18% % - % -1 19% % 1 - % -9% 7% % -% - -% - #4 7% 7% % 6% - # #49-9% - 28% % -3-8% -% % -2 -% - -% 9 9 EAST ROAD SECTION VIEWS 1: Horizontal Scale 1: Vertical Scale. 1: 2m -% Location: Northing 4614 Easting UTM Zn 9 Survey Date: Oct., 217 Approval Date: Jan. 24, 218 Drawing Number: 177 Page: 14 of 17

15 N BC Hydro Dock Upgrades Remove Alder and Re-Contour Beach Existing 3 Ø Pipe 7% K:1. LVC:.7 9% 7% DOCK ROAD PROFILE #1 1:Horizontal Scale 1: Vertical Scale Install Parking Curbs at 3.23m c/c Pre-Cast Curb Stops to be in accordance with Provincial Parks - Facility Standards Drawing No. E-2-2A 8% % Remove Stump Embedded in Road Grade Remove Vegetation to Provide Continuous Parking Lot Existing 6 Ø Pipe - - K:1.8 LVC: L=m R=1m DOCK ROAD #2 Install One Way Traffic, Do Not Enter Sign + LEGEND DITCH DESIGN ROAD EDGE DESIGN CENTERLINE FLAGGED CENTERLINE TREELINE CUT FILL RE-VEGETATION RIPRAP L=7m R=1m +4 L=19m Sign R=9m Install Two Way Traffic Sign +4 DESIGN PLAN - BOAT LAUNCH PARKING 1:3 3. 1:3 1m DOCK ROAD #1 L=17m R=1m + Widen Turn Install One Way Traffic Sign +6 8% 8% 7% Survey Date: Oct., Location: Northing 4614 Easting UTM Zn 9 Approval Date: Jan. 24, 218 DOCK ROAD PROFILE #2 1:Horizontal Scale 1: Vertical Scale Drawing Number: 177 Page: 1 of 17

16 Station Station East Road Estimated Total Volume Table Fill Volume (m³) In Place West Road Estimated Total Volume Table Fill Volume (m³) In Place Cut Volume (m³) In Bank Cut Volume (m³) In Bank Cumulative Fill Vol (m³) In Place Cumulative Fill Vol (m³) In Place Cumulative Cut Vol (m³) In Bank Cumulative Cut Vol (m³) In Bank Campsite Volume Table Area (m2) Total Cut (m3) Total Fill (m3) Net (m3) Campsite <Cut> Campsite <Cut> Campsite <Cut> Campsite <Cut> Campsite <Cut> Campsite <Cut> Campsite <Fill> Campsite <Fill> Campsite <Cut> Campsite <Fill> Campsite <Cut> Campsite <Fill> Campsite <Cut> Campsite <Cut> Campsite <Cut> Campsite <Fill> Campsite <Cut> Campsite <Cut> Campsite <Cut> Campsite <Cut> Campsite <Fill> Campsite <Fill> Campsite <Fill> Campsite <Fill> Campsite <Fill> Campsite <Fill> Campsite <Fill> Campsite <Fill> Campsite <Cut> Campsite <Cut> Total Area Aggregate Volume Requirements (m3) 7 Minus Pit Run 19 Minus Road Crush 2 Minus Road Crush Bulk Fill (Sourced Locally) Kg Class Angular Rock East Road West Road Dock Parking Area Road Widening (BM67 to BM9) Culvert Re-Work (Between Sites 8 & 9)..... Campsite Campsite Campsite Campsite Campsite Campsite Campsite Campsite Campsite Campsite Campsite Campsite Campsite Campsite Campsite Campsite Campsite Campsite Campsite Campsite Campsite Campsite Campsite Campsite Campsite Campsite Campsite Campsite Campsite Campsite Pit Toilets Total Location: Northing 4614 Easting UTM Zn 9 Survey Date: Oct., 217 Approval Date: Jan. 24, 218 Drawing Number: 177 Page: 16 of 17

17 General Notes 1. Call BC One Call prior to any works. works are within the vicinity of BC Hydro overhead powerlines. BC Hydro approval is required prior to commencing works. 2. Refer to Summary of Watercouse Assessments at the, by Jacob Blanchard, RPTech, conducted on October, 217 for details on Creek assessments. Construction is to be in accordance with all applicable legislative regulations while working within the riparian areas. 3. road construction is to be constructed in accordance with the Ministry of Tourism, Sport and the Arts single campsite standard drawing number RST 481-SR-1 unless otherwise noted in the design. 4. campsites extents are shown in the drawings and are to be constructed in accordance with the Ministry of Tourism, Sport and the Arts single campsite standard drawing numbers RST 481-C-1 and RST 481-C-3. Trees are to be felled and removed within the proposed footprint. Where trees are adjacent to proposed fill slopes, the project manager is to give direction on whether to retain or remove the tree. Trees larger than 1cm (6 ) are to felled by a certified faller. Where the felled tree has the potential to damage infrastructure, use machine assist and or ropes to mitigate risk. Complete a hazard tree assessment in accordance with Worksafe BC and remove as required.. Clear and strip all organic and overburden materials within the proposed campsite footprint down to a firm bearing on undisturbed soil. All removed overburden material is to be removed and spoiled off site as determined by the project manager. A 3cm deep overburden layer has been assumed for volume determinations; however, final bearing soils are to be approved by the project manager prior to placing aggregate. 6. All placed aggregate is to be placed in 1mm lifts and compacted with a minimum lb plate compactor. If aggregate is too dry, add water as required to achieve optimal moisture content and allow for adequate compaction. Pit Run, and Gravel is to be well graded granular material, substantially free of clay lumps, organic material and other extraneous material, screened to remove all particles in excess of maximum diameter specified in the material description below. 7 Minus Pit Run Gradation Sieve Designation 19 Minus Road Crushed Grave Percent Passing 7mm > mm 7 2mm 4.7mm mm 8.7mm 2-8 Sieve Designation Percent Passing 19mm > 12.mm 7 9.mm mm mm mm mm 8 3.3mm 2.7mm Minus Road Crushed Gravel (HFSA) Sieve Designation Percent Passing 2mm > 19mm 8 9.mm mm mm 2-.3mm -3.7mm Where proposed campsite surface is not raised above the forest floor, ditches should be dug to intercept seepages and provide a minimum 2mm ditch depth with positive drainage away from the site. 8. Prior to placing Corrugated Steel Pipes, remove all organics or incompetent soils. All culverts are to be placed on a level compacted fill to allow positive drainage of the ditch-line or creek between 1- % gradient as required for each site. Bedding material within 3mm of the culverts shall consist of 19mm Minus Road Crush. Fill around the pipe is to be well compacted with a minimum lb plate compactor in 2mm lifts. Ensure a minimum 3mm depth of cover over top of the pipe. Armor both the inlet and outlet of each culvert with a 3mm nominal thickness of screened Kg Class angular rock Riprap. Kg Class Riprap Angular Rock Gradation Class (Kg) Quantity 4 6 Dia. x 8.m Corrugated Steel Pipes Item 1 6 Dia. x 1.m Corrugated Steel Pipe C/W Coupler 1 7 x 14 x 12.2m Armtec Mini Span I Arch 1 7 x 14 x 9.1m Armtec Mini Span I Arch 1 Roll Armtec 2 Non-Woven Geotextile (Or Approved Equivalent) 8 Pre-Cast Curb Stops (To Provincial Standard DWG No. E-2-2A) 31.2m³ 19mm Minus Road Crush Gravel 267m³ 2mm Minus Road Crush Gravel (HFSA) 49m³ 7mm Minus Pit Run Gravel m³ Locally Sourced Sub Base Material 77m³ Kg Class Riprap m³ Topsoil Approx. Average Dimension (mm) % 8% Armtec Mini-Span I Arches are to be installed as shown in the design and in accordance with installation procedures identified within the Mini-Span Bridges Technical Brochure. Steel Plate footings are to placed directly on a compacted Kg Class Angular Rock Pads 6mm deep x mm wide along its length overlaid by a mm depth levelling gravel. The Angular Rock Pad is to be embedded below scour such that it is a minimum 3mm deeper than the creek bed. The levelling gravel is to be spread such that there are no voids or pivoting along the entire length of the Arch footing plates. Levelling gravel is to consist of 2mm Minus Road Crushed Gravel and is to be wrapped in Non-Woven Geotextile. Materials Note: Bulking factor of used to determine the required Volumes. Location: Northing 4614 Easting UTM Zn 9 Survey Date: Oct., 217 Approval Date: Jan. 24, 218 Drawing Number: 177 Page: 17 of 17