From Vision to Reality Installation of the Scenic Viewpoints Nick - - PowerPoint PPT Presentation

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IAN WHITE ASSOCIATES

From Vision to Reality

Installation of the Scenic Viewpoints

Nick Bowen, Landscape Architect

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IAN WHITE ASSOCIATES

We are Landscape Architects; we design and manage the implementation

• f works in the external environment, from visitor facilities at Nature

Reserves to university quadrangles and urban redevelopment. Our role on this project :

• Mentor
• Project Manager
• Landscape Architect

To manage the design and delivery of the 3 Scottish Scenic Viewpoints in the Cairngorms National Park

Our Role

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IAN WHITE ASSOCIATES

Project Management

Our Key objectives :

• Helping the Designers to achieve their vision
• Design Quality
• Budget
• Programme
• Keeping the project sponsor informed and happy

ID Task Mode Task Name Duration 1 Pilot Projects Ph3 1 day? 2 3 Announce Competition Winners 0 days 4 5 CNP Sites 120 days 6 7 Client Activities (both sites) 40 days 8 Tomintoul Land Managers Agreement 40 days 9 Devil's Elbow Land Management Agreement 40 days 10 Tomintoul Community Engagement 25 days 11 Invercauld Estate Community Engagement 30 days 12 13 Devil's Elbow Pre-Commencement 85 days 14 introduce mentor design teams to winners 5 days 15 initial design development 20 days 16 Planning Pre Application Consultation 10 days 17 Planning Submission 0 days 18 Planning Call In Period 5 days 19 CNPA Planning Duration 50 days 20 CNPA Planning Decision 5 days 21 Detailed Design 20 days 22 23 Tomintoul Pre-Commencement 85 days 24 introduce mentor design teams to winners 5 days 25 initial design development 20 days 26 Planning Pre Application Consultation 10 days 27 Planning Submission 0 days 28 Planning Call In Period 5 days 29 CNPA Planning Duration 50 days 30 CNPA Planning Decision 5 days 31 Detailed Design 20 days 32 33 Procure Delivery Contractor ( 1 contractor ) 30 days 34 boq & prep tender documents 5 days 35 issue PCS ITT documents 0 days 36 tender period 20 days 37 tender report 5 days 38 earliest contract award 0 days 39 40 Devil's Elbow Manufacture, Construction & Delivery 35 days 41 earliest contract award 0 days 42

• f-site component manufacture & delivery

35 days 43 44 Tomintoul Manufacture, Construction & Delivery 35 days 45 earliest contract award 0 days 46

• ff-site component manufacture & delivery

35 days 47 48 Devil's Elbow Construction Works (6 weeks) 50 days 49 mobilisation 20 days 50 earthworks 10 days 51 foundations & bases 5 days 52 place off site / on site construction 10 days 53 finishes & planting 10 days 54 handover & opening 0 days 55 56 Tomintoul Construction Works (6 weeks) 50 days 57 mobilisation 20 days 58 earthworks 10 days 59 foundations & bases 5 days 60 place off site / on site construction 10 days 61 finishes & planting 10 days 62 handover & opening 0 days 30/09 23/11 26/02 23/11 26/02 14/12 01/02 01/02 01/02 08/04 08/04 28 Sep '1505 Oct '1512 Oct '1519 Oct '1526 Oct '1502 Nov '15 09 Nov '15 16 Nov '15 23 Nov '15 30 Nov '15 07 Dec '1514 Dec '1521 Dec '1528 Dec '1504 Jan '1611 Jan '1618 Jan '1625 Jan '1601 Feb '1608 Feb '1615 Feb '1622 Feb '1629 Feb '1607 Mar '16 14 Mar '16 21 Mar '16 28 Mar '16 04 Apr '1611 Apr '16

Scottish Scenic Routes Project Phase 3

C:\Users\David.Aitken\Desktop\DavidsAitken Old Laptop DJA\Documents\CSIC\scottish canals\SSR Ph3 Pilot Project Delivery issue 4.mpp 1 , TOMINTOUL UPGRADING EXTENSION Drawing 1996/TOM/01 specifically refers 128 m2 £ - B 13 m3 £ - C 17 m3 £ - D Compact formation for new layby construction 128 m2 £ - E Type 1 sub-base; 200 thick; consolidated 128 m2 £ - F Crushed stone dust blinding; 25 thick 128 m2 £ - VIEWPOINT PATH UPGRADING Drawing 1196/TOM/01 specifically refers G 108 m2 £ - H Type 1 sub-base; 100 thick; compacted to camber 108 m2 £ - WOODLAND PLANTING PREPARATION I 125 m2 £ - J 100 m3 £ - To Collection £ - Carefully cut turf to a minimum depth of 150; set aside in low stacks Excavate over area not exceeding 0.25 deep to remove organic topsoil layer; stockpile in adjacent work areas on grass or tarpaulin sheets Excavate below through consolidated quarry waste and stockpile Scrape crushed stone surface of existing track clean

• f mud and soft material; prepare for overlay

Carefully cut turf to 150mm depth from layby bund for re-use in gabions and reinstatements Excavate layby bund and spread over adjacent ground

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IAN WHITE ASSOCIATES

Corgarff

• A well-established viewpoint
• Muir setting
• Rudimentary treatment
• Strong vertical element

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IAN WHITE ASSOCIATES

Devil’s Elbow

• Popular walker’s car park
• Oxbow layby off the main road
• Modified landform
• Upland grass with heather

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IAN WHITE ASSOCIATES

Tomintoul

• Layby to no-where
• Diverse ground flora
• Quarry landforms
• Elevation

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IAN WHITE ASSOCIATES

Corgarff Design Development

• Meetings with specialist steelwork fabricator
• The cowl design evolves, with the designer on board
• Maquettes up to full-scale help to refine the detail

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IAN WHITE ASSOCIATES

Corgarff Design Development

• Reducing the number of cowls - a response to site analysis and consideration of

views

• But what about the rust? - exploring the stainless steel option
• Detailed costing of the scheme

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IAN WHITE ASSOCIATES

Devils Elbow Design Development

• Only minor changes required
• Focus upon the crescent path and seat
• Reduction in length of the seat

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IAN WHITE ASSOCIATES

Tomintoul Design Development

• Major redesign of Tomintoul - required tact, encouragement and firm direction
• The design concept clarified around the idea of a view reflected

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IAN WHITE ASSOCIATES

Planning

3 separate planning applications, to 3 different authorities - PKC, Moray & Aberdeenshire

• All handled by CNPA
• Archaeological interest in Glenshee (the Military Road) required an Archaeological report
• Conservation Interest at Tomintoul (SSSI adjacent) required a detailed method statement
• Visual impact concerns at Corgarff provided strong justification for Corten steel
• Concerns over glint/glare at Tomintoul required materials and reflectance studies

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IAN WHITE ASSOCIATES

Production Information

Bringing the design through to a point where it could be built

• We took on design responsibility, but continued to liaise with the

Designers

• Sub-Consulting Engineer and Quantity Surveyor engaged
• Tender packages let through an open tender process

B B Section On A-A Scale 1:20 C C 2400 (Overall Length) 694 694 206 206 2400 (Overall Height) See End Cover Detail 120x120x10 SHS St.Steel Support Posts At Corners 600 To Suit Depth Of Gabions See Post Connection Detail 4 No Frames. See Detail Bracket 'A'. See Detail Ø26.9 x 3.2 St.Steel CHS St.Steel Profiled End Cover. See Detail Top Flush With SHS Frame 4mm FW All Round SHS End Frame End Cover Detail Scale 1:10 Brackets Installed At 300mm Centres Throughout.

• St. Steel CHS Edge Former To Be Extended To Full

Width And Height Of Assembly Weld To Bracket With 4mm FW Bracket 'A' Scale 1:5 187 25 95 70 51 13 r28mm 132 65 Chamfer 4mm 246 60 216 120 24 154° 26° r28mm (Internal) End Cover Detail Scale 1:5 6mm St.Steel Sheet Formed To Profile Shown 50 2 SHS Frame Drilled & Tapped For M8 Screws Cladding Sheets Drilled Through & Countersunk To 4mm Depth Typical Cladding Fixing Detail Scale 1:5 All Fixings To Be M8 St. Steel Countersunk Screws Cladding Sheets To Be Fixed At 300mm Centres Along Joints 6 Cladding Sheet Typical Cladding Corner Detail Scale 1:5 59 59 59 Cladding External Edge Cover (Bent With Minimum Radius) Cladding Internal Sheets With Returned End (Bent With Minimum Radius) External Cladding Sheet Internal Cladding Sheet 120x10 St.Steel Flat Bar Fitted Between Frames To Support Internal Cladding. Fixings As Typical Detail Flat Bar Fitted Flush With Face Of Frame. Welded Using 4mm FW All Round Note: Top Corner Shown, Bottom Corner Similar 200 300 200 300 Baseplate Detail Scale 1:10 100x100x10 x 300mm Lg SHS St.Steel Stub Post Welded On Centre Of Baseplate With 6mm FW All Round 4 No Ø18mm Holes On 200mm Sq. Centres 300x300x12 Thk St.Steel Baseplate 800 200 Pad Foundation Detail Scale 1:10 Baseplate Fixed Using 4 No M16 Throughbolts. Baseplate Packed To Level. All Voids Filled With Non-Shrink Grout 300 100x100x10 x 300mm Lg SHS St.Steel Stub Post 800x800x200 C35 Grade Concrete Pad Foundation With 1 Layer A393 Mesh Top & Bottom (35mm Cover) Post Connection Detail Scale 1:10 100x100x10 x 300mm Lg SHS St.Steel Stub Post 50 170 80 120x120x10 SHS St.Steel Stub Post Post Fixed Using 2 No M16 St.Steel Bolts In Ø18mm Holes A A Section On B-B Scale 1:20 2400 (Overall Length) 2400 (Overall Width) Section On C-C Scale 1:20 See Cladding Corner Detail 2400 (Overall Height) 2400 (Overall Length) 1200 1200 120x120x10 SHS St.Steel Ties Welded Between Frames (3 No Top, 3 No Bottom) 4mm FW All Round. Welds Ground Flush Top & Bottom Typical Frame Detail Scale 1:20 Butt Weld (Grind Flush) Fillet Weld To 3 Sides 2388 (Overall Width) 2388 External Corners Shaped to Suit Minimum Radius Of Cladding Edge Cover 120x120x10 SHS St.Steel Upright 120x120x10 SHS St.Steel Upright 120x120x10 SHS St.Steel Top Beam 120x120x10 SHS St.Steel Bottom Beam David Reid & Associates Notes: Revision Client Architect Project Drawing Drawn by Checked by Project No. Drawing No. Date: Date: Revision Drawing Scale: Stirling Consulting Civil & Structural Engineers 13 Allan Park FK8 2QG email: admin@davidreidgroup.co.uk Tel: 01786 449997 ANY VARIATION FROM THE DESIGN SHOWN ON THIS DRAWING MUST BE NOTIFIED TO THE ENGINEER & HIS APPROVAL MUST BE OBTAINED. ANY UNAUTHORISED VARIATION FROM THE DESIGN MAY INVALIDATE ANY CERTIFICATION. IF IN DOUBT CONTACT THE ENGINEER. THE CONTRACTOR MUST CONTACT THE ENGINEER PRIOR TO COMMENCING ANY WORK TO DISCUSS AND ENSURE FULL UNDERSTANDING OF THE DESIGN INTENT. Description By Date Cairngorm National Park c/o Ian White Associates Ian White Associates 3A Forrest Road Stirling FK8 1UH Scenic Route Artwork Tomintoul General Layout & Details 15.2691 001 1:20 & As Shown WJ 14.01.16 1. DO NOT SCALE FROM THIS DRAWING. IF IN DOUBT ASK. 2. THIS DRAWING TO BE READ IN CONJUNCTION WITH ARCHITECTS DRAWINGS. 3. ANY DISCREPANCY BETWEEN DRAWINGS TO BE REFERRED TO THE ENGINEER FOR CLARIFICATION. 4. FOR DETAILED DIMENSIONS REFER TO ARCHITECTS DRAWING UNLESS OTHERWISE STATED. 5. ALL MATERIALS AND WORKMANSHIP TO BE IN FULL COMPLIANCE WITH CURRENT BRITISH STANDARDS. 6. EXCAVATIONS TO BE INSPECTED BY THE ENGINEER PRIOR TO PLACING ANY PROTECTION OR CONCRETE ( 48 HRS NOTICE REQUIRED ). 7. EXCAVATIONS TO BE KEPT DRY AND FROST FREE AT ALL TIMES. 8. CONCRETE TO BE C35 UNLESS OTHERWISE NOTED. 9. POLYTHENE TO BE LAID OVER FORMATION TO KEEP THE SITE CLEAN, PROTECT THE REINFORCMENT AND PREVENT PREMATURE WATER EXTRACTION FROM THE CONCRETE DURING CURING. 10. PROPRIETARY SEALANTS TO BE USED STRICTLY IN ACCORDANCE WITH THE MANUFACTURERS INSTRUCTION. Materials: All Members To Be Grade 316 Stainless Steel All Fixings To Be Grade 316 Stainless Steel Grade A4-70 Cladding To Be 6mm Thk Grade 316 Stainless Steel . Finish As Specified By Architect. 1 494.08 STN 1 2 490.83 STN 2 3 493.37 STN 3 G 220 491.08 G 232 493.84 534 488.75 538 488.50 IL 497.69 124 497.13 125 497.08 128 496.29 131 495.38 134 494.53 138 493.51 139 492.69 142 491.92 145 491.11 146 490.96 149 490.10 150 490.04 214 490.60 219 491.45 224 492.23 229 493.14 234 494.23 239 495.14 245 496.16 213 490.55 223 492.28 230 493.09 235 494.15 240 495.16 243 496.18 316 490.56 378 493.12 379 492.51 380 492.16 381 491.49 382 490.91 383 491.49 384 492.22 385 492.83 386 493.44 387 493.88 388 494.31 389 494.84 390 495.90 391 496.95 392 497.62 473 496.87 474 495.91 475 495.09 476 495.47 477 495.37 478 495.05 479 494.89 480 494.43 481 494.74 482 494.09 483 493.95 484 492.94 485 493.50 486 493.89 487 494.30 488 494.01 489 493.59 563 489.01 564 490.31 565 489.33 566 488.61 P 130 495.69 P 136 493.98 P 143 491.34 P 144 491.22 P 151 490.19 P 152 490.09 P 221 491.25 P 222 492.42 P 231 493.55 P 242 495.61 497.65 126 497.01 129 496.23 132 495.33 135 494.47 137 493.42 140 492.63 141 491.85 147 490.95 148 490.07 215 490.53 218 491.36 225 492.14 228 493.03 233 494.17 238 495.08 246 496.09 .61 216 490.63 217 491.48 226 492.28 227 493.23 236 494.25 237 495.19 241 494.79 247 496.19 497.17 RS 127 496.64 RS 133 495.00 RS 244 496.46 425 491.95 426 491.93 338 496.99 339 497.08 340 497.09 341 497.08 342 496.52 343 495.99 344 495.34 345 494.88 346 494.51 347 494.33 348 494.12 349 494.28 350 494.00 351 493.71 352 493.29 353 492.82 354 492.30 355 492.35 356 492.61 357 493.37 358 493.94 359 494.41 360 494.61 361 494.80 362 494.78 363 495.78 364 496.34 365 496.63 366 496.54 367 496.31 368 495.99 369 495.75 370 495.34 371 494.70 372 494.42 373 493.69 374 493.38 375 493.49 376 493.49 377 493.26 396 498.03 397 497.64 398 497.47 399 497.39 400 496.97 401 496.25 402 496.48 403 496.50 404 496.52 405 496.56 406 497.09 407 497.53 408 496.85 409 496.41 410 496.05 411 496.17 412 495.82 413 495.59 414 495.40 415 494.69 416 494.16 417 493.65 418 493.47 419 493.22 420 492.91 421 492.76 422 492.88 423 492.67 424 492.50 427 491.74 428 491.48 429 491.44 430 491.77 431 492.02 432 492.15 433 492.04 434 492.11 435 491.51 436 491.02 437 490.48 438 490.00 439 489.96 440 490.24 441 490.40 442 490.31 443 489.98 444 489.89 445 489.89 446 .82 447 489.87 448 489.69 449 489.54 450 489.11 489.55 491 495.94 492 494.81 493 494.27 500 493 512 481 513 480.69 514 479.76 522 523 481.55 542 488.51 543 488.35 544 488.15 545 487.98 546 487.85 547 487.58 548 487.47 549 487.84 550 488.05 551 488.02 552 487.81 553 487.16 554 486.30 555 485.03 556 484.39 557 484.22 558 484.16 559 484.24 560 485.02 561 485.85 562 486.10 567 487.99 568 487.76 569 487.60 487.82 591 489.40 285 497.96 286 497.50 287 496.79 288 496.04 289 495.50 290 494.99 291 494.68 292 494.35 293 494.03 294 493.76 295 493.50 296 493.35 297 493.24 298 493.19 299 493.10 300 493.00 301 492.90 302492.82 303 492.76 304 492.64 305492.63 306 492.29 307 491.76 308 491.30 309 491.04 310490.90 311 490.81 312 490.61 313 490.35 314 490.16 315 490.11 317 490.96 318 490.93 319 491.04 320 491.28 321 491.73 322 492.11 323 492.44 324 492.80 325 493.11 326 493.44 327 493.71 328 493.95 329 494.22 330 494.49 331 494.77 332495.19 333 495.83 334496.56 335 497.06 336 497.40 337 497.12 453 491.87 454 492.14 455 492.46 456 492.52 457 492.50 458492.52 459492.70 460 493.06 461 493.23 462 493.31 463 493.44 464 493.72 465 494.04 466 494.36 467 494.61 468 494.77 469 495.11 470 495.36 471 495.93 472 496.33 525 488.83 526 489.84 527 490.09 489.94 489.08 532 488.82 533 488.87 535 489.33 536 489.25 537 488.59 539 488.75 540 489.15 541 489.74 4 9 5 4 9 5 495 495 4 9 4 9 4 9 490 490 4 8 5 485 4 8 5 485 O L D M I L I T A R Y R O A D ( A 9 3 ) O L D M I L I T A R Y R O A D ( A 9 3 ) Grass Grass Grass Grass Grass Asphalt Asphalt Asphalt Asphalt Asphalt Grass Grass Gravel Gravel 490 495 IL IL AA EE FF FFL at Seating Area + 490.71 Parking (Existing Level) + 493.50 Line of ridge of landform Old carriageway of road (asphalt) Gravel Parking Area (8 Car Spaces) Road - A93 Existing Tread Top of Landform + 495.00 FFL at Interpretation Panel + 493.50 F i e l d d r a i n t

• r

e a r

• f

s e a t i n g a r e a Parking (Existing Level) + 494.50 Interpretation panel (drawing 1996/DE/06) 300mm twin-wall plastic pipe drainage discharge beneath path. Drystone inlet and outlet surrounds. Concrete kerb (drawing 1996/DE/05) Footpath: 1 in 10 gradient, with landings 1.50m length at 10m intervals. (drawing 1996/DE/05) 300mm twin-wall plastic pipe drainage discharge beneath path. Drystone inlet and outlet surrounds. Timber bench on concrete base (drawing 1996/DE/05) Concrete path panels (drawing 1996/DE/07) 100mm perforated land drain passes beneath path. Drystone outlet surround. Gravel path with no kerb edge. Natural stone pitched steps descending steep

• slope. 6m length x nominal 1.0m width.

(drawing 1996/DE/08) well-defined firm; Officer confirming disturbing existing vegetation regrading moorland vegetation regraded existing grass minimum 100mm re-instatements immediately following regrading

• rganic

mineral re-instatements grass permit scalping vegetation higher .50m finished fill finish finished refirm 1 2 3 4 5 6 7 8 9 10 11 12

• 1. Formation compacted to 5% CBR minimum; excavate soft spots.
• 2. 150mm Type 1 sub-base.
• 3. 125mm cement bound material road base.
• 4. Concrete foundation and haunch; trowelled.
• 5. 30mm laying course mortar; BS 7533-4 : 2006 Table 3.
• 6. Precast concrete paving panel - ref. 1996/DE/07.
• 7. 6mm joint filled with flexible sealant struck flush at base of chamfer.
• 8. 1135x450x425mm precast concrete bench unit.
• 9. 2Nr 50x50x8mm steel angles bent and tapered - refer to Detail 04.
• 10. Stainless steel spacer (20mm diameter) and M8 bolts joining angles together.
• 11. 50x100mm timber slat - refer to Detail 04.
• 12. 20x50x8mm steel lug welded between angles for bolt-fixing to base - refer to

Detail 04.

• 13. Filter drain. 100mm diameter perforated drainage pipe within clean stone

trench (20mm size). 250 200 400 425 2000 30 125 150 125 295 450 13 Top of timber seating +1.380m Timber seating +0.450m FFL +0.000m Top of concrete +0.300m 1138 1138 1138 1138 1138 1138 1138 1138 1138 1138 140 04 A(-)101 03 A(-)101 215 568 215 Scottish Scenic Routes SCALE: print as A1 Proposed Elevations and Sections DRAWING NO: 1996/DE/05 Site to South of Devil's Elbow CONSTRUCTION IAN WHITE ASSOCIATES LANDSCAPE ARCHITECTS 3A Forrest Road Stirling, FK8 1UH T: 01786 446446 F: 01786 446441 E: studio@iwastirling.co.uk REVISION A

• DATE

18/03/2016 29/11/2015 CHECKED NJB NJB NOTES Back removed from a seat, three seats and concrete path panels removed on the left hand side.

• 1
• 1. 1135x450x425mm precast concrete bench unit.
• 2. 100mm M10 stainless steel bolt; allen head (coned).
• 3. 2Nr 50x50x8mm steel angles bolted together with stainless steel spacers and M8
• bolts. Welded lugs pre-drilled for bolting down. Angles pre-drilled for wood-screws.
• 4. 120x8mm rebate cut into timbers.
• 5. 50mm M6 woods-crews; staggered by 20mm along

centreline of each timber slat.

• 6. 1035x50x100mm timber slat. Planed siberian larch treated with Sioo Wood

Protector and Surface Protector (2 step application in accordance with manufacturers recommendations).

• 7. 20x50x8mm steel lug welded between angles; pre-drilled.

NOTES: Mild steel angles to be pre-drilled, lugs. Welded and rubbed smooth prior to galvanising to BS EN ISO 1461. All screws and washers to be stainless steel. 65 2 3 4 5 6 7 280 5 100 42 50 20 50 50 SECTION THROUGH PROPOSED SEATING

03

SCALE 1:10 UNWRAPPED ELEVATION OF PROPOSED SEATING

01

SCALE 1:20 DETAIL OF TIMBER SEATING SUPPORT

04

SCALE 1:5 NOTE Refer to Specification for concrete works on drawing 1996/DE/06. PLAN VIEW

02

SCALE 1:50 Re-located boulder; positioned as agreed with Landscape Architect on site. Typically 250mm depth Existing car park surface. New footpath (detail 06) Swale SWALE DETAIL

05

SCALE 1:20 25mm depth crushed stone fines; laid and rolled damp. 300 250 100 150 200mm depth Type 1 sub-base. Precast concrete kerb Porous geotextile membrane; Terram 1000. Concrete foundation and haunch. 1/40 NEW FOOTPATH DETAIL

05

SCALE 1:20

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IAN WHITE ASSOCIATES

Fabrication Specialists

• Chris Brammall Ltd were appointed through a separate tender process
• We visited their workshop with the Designer
• We also liaised with Plean Precast and visited their yard to inspect
• Both suppliers prepared fabrication drawings for approval

6 4X 4 3 7 5 5 9 8 3 3 4 4 8 7 9 A A SECTION A-A SCALE 1 : 20 1 1X 2 2 ITEM NO. PART NUMBER DESCRIPTION Default/ QTY. 1 686TOM-001 Box Frame Tomintoul Mirror 1 2 686TOM-009A Roof Panel Mirror Box 2 3 686TOM-0013A PLATE EXTERNAL SMALL 4 4 686TOM-0013B PLATE EXTERNAL LARGE 4 5 686TOM-0013F PLATE EXTERNAL ROOF 2 6 686TOM-015 LEG SUPPORT 4 7 686TOM-009F FLOOR PLATE 2 8 686TOM-009CA SIDE WALL LEFT 2 9 686TOM-009CB Side Wall Right 2 10 M8 X 20 Pan Head Slotted 177 A A B B C C D D E E F F G G H H J J K K L L M M 16 16 15 15 14 14 13 13 12 12 11 11 10 10 9 9 8 8 7 7 6 6 5 5 4 4 3 3 2 2 1 1 DRAWN CHK'D UNLESS OTHERWISE SPECIFIED: DIMENSIONS ARE IN MILLIMETERS SURFACE FINISH: TOLERANCES: LINEAR: ANGULAR: FINISH: DEBURR AND BREAK SHARP EDGES NAME SIGNATURE DATE MATERIAL: DO NOT SCALE DRAWING REVISION TITLE: DWG NO. SCALE:1:5 SHEET 1 OF 1 A1 See BOM Table WEIGHT: JAB 28/04/16 686TOM-002 GA MIRROR BOX A

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IAN WHITE ASSOCIATES

On Site - Corgarff

Constructed during November 2015. Snowfall interrupted first week of groundworks, but then the weather held fine for the installation. Unfortunately, extreme wet weather then intervened, causing damage to paths and reinstatements. Transplanted turves and heath soil have been used, to provide for restoration of heath ground flora. This will take a little time.

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IAN WHITE ASSOCIATES

On Site - Devils Elbow

Constructed during August 2016. Light rain + no wind + standing about looking at kerbs = Midgeageddon Precast elements and modular design = Good finish quality Grass seeding failed to establish before heavy winter rains. Were reseeded in May 2017.

“Hello Peter... I didn’t recognise you”

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IAN WHITE ASSOCIATES

On Site - Tomintoul

Layby and gabion constructed during September 2016. Cladding supplier error lead to delay of viewpoint feature installation until March 2017. Quality more important than programme. Fortunately, the steelwork quality proved to be worth the wait. Natural regeneration of the species-rich grassland is ongoing; this includes on the grassed gabions.

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Credits

John, Daniel, Phil, Angus and Daniel - The Designers Hunter Construction (Aberdeen) Ltd - Main Contractor Chris Brammall Ltd - Specialist steelwork manufacturer Plean Precast - Precast concrete manufacturer Our Client, Peter Crane of CNPA and of course the landowners: Invercauld Estate Allargue Estate Glenlivet Estate (Crown)

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IAN WHITE ASSOCIATES

Thank You