Item6Appendix1BPlans

CAIRNGORMS NATION­AL PARK AUTHOR­ITY Plan­ning Com­mit­tee Agenda Item 6 Appendix IB 27/05/2022 AGENDA ITEM 6 APPENDIX IB 2021/0407/DET PLANS 4. 3. 5. 5. 4. 3. 5. roof plan 3. LEGEND

1. LARCH CLAD­DING
2. POWDER COATED D/G FRAMED UNITS
3. ZINC ROOF
4. ZINC DORMER
5. PAT­ENT GLAZING
6. RENDER mas­ter bed­room ensuite attic plan 3. 0 1 2 3 4 5 6 7 8 9 10m PLAN­NING pro­posed plan — house 1 ALL MEAS­URE­MENTS TO BE CHECKED ON SITE PRI­OR TO ORDER OR MAN­U­FAC­TURE farm­house 1 ‑bal­avil unit5architects the mat­rix, 114cowcaddens road, g4 ohl t0141 331 0202 e info@​unit5architects.​com pro­ject job no. new farm cot­tages BAL­AVIL dwg no 19 290 /P02 draw­ing title PLANS house 1 as pro­posed scale date 1:100@A3 OCT 21 3. 4. 2. 2. 6. south elev­a­tion 3. 6. 5. 4 2. 1 2 3 4 5 6 7 8 9 10m O PLAN­NING LEGEND
7. LARCH CLAD­DING
8. POWDER COATED D/G FRAMED UNITS
9. ZINC ROOF
10. ZINC DORMER
11. PAT­ENT GLAZING
12. RENDER 4. 2. 6. 2. 2. east elev­a­tion 6. 2. 4. north elev­a­tion west elev­a­tion pro­posed elev­a­tions house 2 ALL MEAS­URE­MENTS TO BE CHECKED ON SITE PRI­OR TO ORDER OR MAN­U­FAC­TURE farm­house 2 — bal­avil unit5architects the mat­rix, 114cowcaddens road, g4 ohl t0141 331 0202 e info@​unit5architects.​com pro­ject draw­ing title new farm cot­tages BAL­AVIL dwg no. 19 290/P05 job no. ELEV­A­TIONS HOUSE 2 date 1:100@A3 OCT 21 1 2 3 4 5 6 7 8 9 10m PLAN­NING entrance porch cloaks +boots store shower/​wd 3. util­ity bed­room 3. ‑3320- Istudy 5. kit­chen liv­ing ground bed­room en-suite 00 mas­ter bed­room ‑3320- ‑4755- upper 3. roof ‑3755- ‑5715- LEGEND
13. LARCH CLAD­DING
14. D/G FRAMED UNITS
15. ZINC ROOF
16. ZINC DORMER
17. PAT­ENT GLAZING
18. RENDER pro­posed plan — house 2 ALL MEAS­URE­MENTS TO BE CHECKED ON SITE PRI­OR TO ORDER OR MAN­U­FAC­TURE farm­house 2 ‑bal­avil unit5architects the mat­rix, 114cowcaddens road, g4 ohl 10141 331 0202 e info@​unit5architects.​com pro­ject job no. new farm cot­tages BAL­AVIL dwg no. 19 290 /P04 draw­ing title PLANS house 2 scale as pro­posed date 1:100@A3 OCT 21 3. 4. 4. 2. 2. 6. 2. 2. 2. south elev­a­tion 3.
19. 1. 5. 6. 2. 1 2 3 4 5 6 7 8 9 10m PLAN­NING LEGEND 1.LARCH CLADDING
20. POWDER COATED D/G FRAMED UNITS
21. ZINC ROOF
22. ZINC DORMER
23. PAT­ENT GLAZING
24. RENDER 4. 6. east elev­a­tion 6. 4. north elev­a­tion west elev­a­tion pro­posed elev­a­tions — house 3 ALL MEAS­URE­MENTS TO BE CHECKED ON SITE PRI­OR TO ORDER OR MAN­U­FAC­TURE farm­house 3 — bal­avil unit5architects the mat­rix, 114cowcaddens road, g4 ohl t0141 331 0202 e info@​unit5architects.​com pro­ject job no. new farm cot­tages BAL­AVIL dwg no. 19 290 /P07 draw­ing title ELEV­A­TIONS HOUSE 3 date 1:100@A3 OCT 21 1 2 3 4 5 6 7 8 9 10m PLAN­NING entrance porch cloaks +boots store shower/​wd 3. util­ity bed­room ‑3320- Istudy 5. kit­chen liv­ing ground bed­room en-suite 00 mas­ter bed­room ‑3320- ‑4755- upper ‑3755- ‑5715- 3. LEGEND
25. LARCH CLAD­DING
26. D/G FRAMED UNITS
27. ZINC ROOF
28. ZINC DORMER
29. PAT­ENT GLAZING
30. RENDER 3. roof pro­posed plan — house 3 ALL MEAS­URE­MENTS TO BE CHECKED ON SITE PRI­OR TO ORDER OR MAN­U­FAC­TURE farm­house 3 ‑bal­avil unit5architects the mat­rix, 114cowcaddens road, g4 ohl 10141 331 0202 e info@​unit5architects.​com pro­ject job no. new farm cot­tages BAL­AVIL dwg no. 19 290 /P06 draw­ing title PLANS house 3 scale as pro­posed date 1:100@A3 OCT21 Note: Please do not scale from this draw­ing 0000 POST & WIRE FENCE 000.09% MH-S13/ CL ²⁵⁵⁄₇₀ 287.00 254.350 Ø150mm 1 in 109 256.50 256.00 255.50 11H-S12 254 1,600 1000 UPVC Pipe 1 in 51.9 MHF2 CL 255.831 IL 254.024 255.00 OL 255.50 H‑F 255.400 254.300 House 2 Ø150mm 253.350 1 in 4.21 1000 PVC Pipe 1 in 14.9 000:087 MH-S14 254.550 253.000 Ø150mm 1 in 19.40 254.50 255.37 AREA WOOD MH-F4 CL 253.500 IL 251.700 54 00006 130.000 100% UPM Pipe 1000 uPVC Pipe in 11 1 in 2 House 3 MH-F3 CL 254.500 IL 252.700 254.00 253.50 253.00ζε 66 252.50 253.0— 253.03 Klargester Alpha AREA OF W OBLAND Sep­tic Tank, 3800L Capa­city or sim­il­ar approved CL 250.287 IL 249.533 (Inlet) IL 249.508 (Out­let) MH-F5 Dos­ing Cham­ber CL 249.952 IL 249.352 Dis­tri­bu­tion Cham­ber CL 249.847 IL.249.247 120.000 2000 uPVC Pipe 1 in 60 249 252.00 251.50 251.00 110.000 DA 249,50 UPVC Pipe 1000 60 15m 249 248.50 248 247.50 247 A’ Foul sew­er Houses 2 & 3AREA OF WOOD­LAND and Mound Fil­ter Sys­tem Plan Scale 1:200 250.50 ‑252.0- ‑251.0- Chain­age Exist­ing Ground Level 245.000 249.424 0.000 250.000 0.45m 249.149 2.000 Back­fill with selec­ted excav­ated mater­i­al free from large objects Geo­tex­tile T (strength >12kN/​m, per­meab­il­ity 0.055−1, fil­tra­tion poros­ity <125µm) D= 0.30m H= 0.30m G= 0.15m A= 6.20m F= 0.20m 150m J= 1.52m Usable Fill 5 – 30 min / 25mm Per­col­a­tion Rate E‑1.05m Dis­tri­bu­tion Lay­er Vf = 35s/​mm Per­col­a­tion Rate 248.884 4.000 248.633 6.000 248.392 8.000 Mound Fil­ter Cross Sec­tion A‑A’ Scale H 1:50 V 1:50 100mmØ Per­for­ated pipe 248.163 10.000 247.936 12.000 247.715 14.000 Mound Fil­ter Sys­tem Res­ult­ant Mound Dimen­sion Cal­cu­la­tions to BRE Digest No. 478, Mound Fil­ter Sys­tems for the Treat­ment of Domest­ic Wastewa­ter The res­ult­ant dimen­sion meet the crit­ic­al dimen­sion for dis­tri­bu­tion lay­ers bed as per BRE 478 — Fig 14 and Fig­ure. Vp = 120 (s/​mm) A Dis­tri­bu­tion lay­er width 6.20 m Min­im­um Bas­al Area B= Dis­tri­bu­tion lay­er length 15.00 m C= At = P x Vp x 0.25 Downslope taper 6.28 m D= Depth of fil­ter mater­i­al at the upslope edge 0.30 m P = Pop­u­la­tion Equi­val­ent 10 E= Depth of fil­ter mater­i­al at the downslope edge 1.05 m Vp = Per­col­a­tion value of the nat­ive soil 120.0 F = Depth of gravel in the dis­tri­bu­tion lay­er 0.20 m At = Area 300.0 m² G= Depth of the cov­er at the upslope and downslope 0.15 m H = Depth of cov­er at the centre of the dis­tri­bu­tion lay­er 0.30 m Min­im­um Dis­tri­bu­tion Lay­er Area J = Upslope taper 1.52 m K = Sideslope taper 3.53 m Ad = P x Vf x 0.25 P= Pop­u­la­tion Equi­val­ent Vf = Per­col­a­tion value of fil­ter mater­i­al. Ad = Dis­tri­bu­tion lay­er area (m²) L = Total length of mound [B+2K] 22.05 m W = Total Width of the Mound [A+C+J] 14.00 m 10 X = Total height of mound H+J+[(D+E)/2] 1.18 m 35 87.5 m² Ad = Dis­tri­bu­tion Lay­er Area 93.0 m² At = Mound Bas­al Area (LX w) 308.7 m² Dis­tri­bu­tion Lay­er Bed Dimen­sions Assum­ing 4 per­for­ated pipes at 1.5m centres and 0.85m dis­tance from dis­tri­bu­tion lay­er edge to per­for­ated pipe. There­fore, dis­tri­bu­tion lay­er bed width (A) 6.2m. Ad = Dis­tri­bu­tion Lay­er bed width (A) = Length (B) = X = Height 1.2 m² Sep­tic Tank Siz­ing 2000L + (180 x P) 87.5 6.2 Tank 14.1 m 15m BS6297 10 Num­ber of per­sons served by the sep­tic tank 3800 Tank size There­fore, choose 3800 Litre Klar­gert­er Alpha Sep­tic Tank or sim­il­ar approved 100.000 250,00 6.2m 70.000 249.50 249.00 $0.000 248.50 80.000 248.00 OVERGROWN/GRASSLAN 247.50 247.00 246.50 60.000 246.00 45.50 246.0 Gen­er­al Notes
31. All dimen­sions in metres unless oth­er­wise stated.
32. All Levels relate to Ord­nance Datum
33. This draw­ing to be read in con­junc­tion with all rel­ev­ant engin­eer­ing details, draw­ings and specifications.
34. It is the respons­ib­il­ity of the Con­tract­or to veri­fy inform­a­tion giv­en with regards to exist­ing ser­vices and drain­age con­nec­tions etc. pri­or to com­men­cing the works.
35. Any dis­crep­an­cies to be repor­ted to the Engin­eer imme­di­ately so that cla­ri­fic­a­tion can be sought pri­or to com­mence­ment of work.
36. The Con­tract­or shall main­tain records of any vari­ations made on site such that as-built draw­ings can be made upon com­ple­tion of the project.
37. The sep­tic and infilt­ra­tion sys­tem shall be inspec­ted annually.
38. Pop­u­la­tion equi­val­ent Pe, is 10 (5 per house) as per Brit­ish Code of Prac­tice Flows and Loads — 4 Siz­ing Cri­ter­ia, Treat­ment Capa­city for Sewage Treat­ment Sys­tems. All domest­ic prop­er­ties with 3 or fewer
39. Pos­i­tion and dis­tances should not be scaled from this drawing.
40. The loc­a­tion Houses 1, 2 and 3 and FFL are based on Unit 5 Archi­tects draw­ings No: 16 203/L 01 and 16 203/L 02 and bed­rooms are deemed to have a Pe of 5.
41. Loc­a­tion of mound fil­ter sys­tem is great­er than 25m from nearest dwelling.
42. For pro­posed earth­works con­tours refer to draw­ing 50895 – 27-01-P01.
43. Loc­a­tion of sep­tic tank is great­er than 10mm from the nearest dwelling
44. Vp has been assumed based on the per­col­a­tions test res­ults at the Bal­avil farm Novem­ber 2019.
45. For Roads Lon­git­ud­in­al Sec­tions refer to draw­ing 50895 – 48-01-P01.
46. For Drain­age Strategy refer to draw­ing 50895 – 33-001-P02 Mound Fil­ter Sys­tem Notes
47. The area required for the mound shall be fenced to avoid traffic and con­struc­tions. This will pre­vent dis­turb­ance, scalping or com­pac­tion of the mound. KEY Site Bound­ary 247.516 16.000 Minor draw­ing Status changed to 17.11.21 KMcN 30.07.21 38.0- 238- 239.50 Topo­graph­ic­al Sur­vey Con­tours 0.50m Pro­posed Fin­ished Con­tour Pro­posed foul sew­er 100mmØ uPVC pipe Pro­posed mound fil­ter 100mmØ per­for­ated uPVC pipes Klargester Alpha sep­tic tank 3800L capa­city Pro­posed Foul Man­hole Pro­posed Ditch Pro­posed Fil­ter Drain Iron­side Far­rar Pro­ject Name Envir­on­ment­al Con­sult­ants 111 McDon­ald Road, EDIN­BURGH, EH7 4NW 0131 550 6500 | mail@ironsidefarrar EDIN­BURGH GLAS­GOW MANCHESTER Bal­avil New Farm Houses Bal­avil Estate Pro­posed Mound Fil­ter Sys­tem Houses 2 & 3 1:200 001:2015 02.07.21 A1 Checked by IG Qual­ity Assur­ance erti­fic­ate GB02/54539 Copy­right Acknow­ledge­ment De Sur­vey Crown Copyright202066 served. Licence No. 00017966 Pro­posed Sur­face Water Pipe Pro­posed Sur­face Water Man­hole PLAN­NING 50895 – 33-002-P02 247.293 18.000 CON­I­FER­OUS WOOD­LAND Pre-earth­works drain­age, 0.5m depth v‑ditch to con­vey exist­ing over­land sur­face water run-off from hill side PED ditch to be top­soiled and include imper­meable liner if required by soil con­di­tions to pro­tect access track found­a­tion and sub­grade CON­I­FER­OUS WOOD­LAND CON­I­FER­OUS WOOD­LAND Farm houses and drive­ways sur­face water drain­age to con­nect to road­side fil­ter drain and con­veyed to SUDS basin WOOD­LAND End Access 1- End Access 2 Farm Link Track- For mound fil­ter sys­tem design refer to draw­ing 50895 – 33-002-P01- PED piped cross­ing under farm houses access track- SUDS Basin Atten­u­ation Volume 900m³ HOUSE 2 Access 1 Highest Point CON­I­FER­OUS WOOD­LAND OVER­GROIN GRASS­LAND 1 in 2 gradi­ent cut/​fill slopes along the pro­posed access tracks. Farm houses and drive­ways sur­face- water drain­age to con­nect to road­side fil­ter drain and con­veyed to SUDS basin CON­I­FER­OUS WOOD­LAND Road­side fil­ter drain, includ­ing per­for­ated pipe, 40mm Type B stone sur­round and back­fill and trench lined with Geo­tex­tile (Ter­ram or sim­il­ar) HOUSE 3 Exist­ing Water main to be diver­ted on an align­ment agreed with Scot­tish Water House 1 and access tracks sur­face sur­face water drain­age to con­nect to MH-S1 at Bal­avil Farm approved as part of MSC applic­a­tion Foul and sur­face drain­age design for Bal­avil farm approved as part of MSC applic­a­tion 2020/0077/MSC 2020/0077/MSC AREA GER­OUS Low flow chan­nel 100mm Spill­way Level 240.20 Flow con­trol struc­ture lim­it­ing, dis­charge to Obar 7.91/s. DEN­ISE WOODLA green­field equi­val­ent flow rate PED north of farm to con­nect to access track v‑ditch and out­fall to exist­ing water­course Farm catch­ment to con­nect to new pro­posed SUDS basin 100 ORASS ひ Out­fall con­veyed to exist­ing water­course GRASS V UST & WIRE FENCE 10000 HOUSE 1 + Table 1. SUDS Pol­lu­tion Haz­ard and Mit­ig­a­tion Indices Total Type of Con­tri­bu­tion Area Treat­ment Com­pon­ent Haz­ard & Mit­ig­a­tion Hydro- Sus­pen­ded Metals Index car­bons Solids Haz­ard 0.5 0.4 0.4 Indi­vidu­al Prop­erty drive­ways, Roads (Low Traffic Roads) Fil­ter Drain Basin Mit­ig­a­tion Index 1 0.4 0.4 0.4 Mit­ig­a­tion Index 2 (Note 3) 0.5 0.5 0.6 0.65 0.65 0.7 Haz­ard 0.2 0.2 0.05 Res­id­en­tial Roof Basin Mit­ig­a­tion Index 1 0.5 0.5 0.6 0.5 0.5 0.6 Total Mit­ig­a­tion Provided (Note 3) Total Mit­ig­a­tion Provided (Note 3) Pol­lu­tion Haz­ard and Mit­ig­a­tion Indexes Notes: 1. Table 1 shows the total Mit­ig­a­tion provided is great­er than the Hazard
48. In accord­ance with the SUDS Manu­al C753 the entire run­off area has been assessed, the SUDS Manu­al states that where land use var­ies across the run­off area, the highest pol­lu­tion haz­ard with­in the area shall be used. In this instance the highest pol­lu­tion haz­ard is taken as ​“Low Traffic Roads”.
49. A reduc­tion factor of 0.5 is used to account for the reduced per­form­ance of sec­ond­ary or ter­tiary com­pon­ents asso­ci­ated with already reduced inflow con­cen­tra­tions. Sur­face Water Drain­age Para­met­ers: (Farm houses and access tracks) Total hard­stand­ing area: Houses Roof­ing = 480 m² Drive­ways = 680 m² Access Road 1 2,577 m² m² Farm Link Track 480 m² Total = 4,217 m² 1 in 2 gradi­ent cut/​fill slopes along the pro­posed access tracks. Pro­posed fil­ter drain to con­nect to farm access track fil­ter drain and con­veyed to SUDS basin Access 1 House 1 foul water to con­nect to IC-F1 and con­veyed to mound fil­ter sys­tem at Bal­avil Farm Green­field run-off (Qbar) = 2.52 I/’s (farm houses and access tracks) Green­field run-off (Qbar) = 5.38 I/’s (farm devel­op­ment as per draw­ing ⁵⁰⁴⁹⁹⁄₄₀₁) Total SUDS basin dis­charge = 7.9 l/’s Atten­u­ation required for farm houses and access tracks Atten­u­ation required for Bal­avil Farm (as per draw­ing ⁵⁰⁴⁹⁹⁄₄₀₁) Total atten­u­ation required Atten­u­ation provided: SUDS Basin = Total = Drain­age Strategy Notes: 900m³ 298 m³ 580 m³ 878 m³ 900 m³ > 878 m³ (suf­fi­cient atten­u­ation with­in pro­posed basin to serve both farm redevel­op­ment and farm houses and access tracks)
50. Sur­face water drain­age sys­tem as detailed as part of plan­ning applic­a­tion MSC 2020/0077/MSC on draw­ing ⁵⁰⁴⁹⁹⁄₄₀₁ will be con­nec­ted to the pro­posed SUDS basin shown on this draw­ing. Cal­cu­lated dis­charge rates and atten­u­ation volumes required as part of the farm devel­op­ment have been included with­in the pro­posed SUDS basin and will serve the farm, houses and access tracks. 2. The sur­face water drain­age sys­tem to be dis­charge to the exist­ing drain­age ditch to the south of the site.
51. The houses and access tracks net­work has been designed to accom­mod­ate no flood­ing up to and includ­ing the 200 year event
    • 30% uplift in peak rain­fall intens­ity to account for Cli­mate Change. 4. In accord­ance with the SUDs manu­al C753, the Simple Index Approach (SIA) has been used to determ­ine the total poten­tial pol­lu­tion hazard.
52. Treat­ment has been provided as per the mit­ig­a­tion indices from Table 26.3 of the SUDs manu­al C753. The mit­ig­a­tion provided equals or exceeds the poten­tial pol­lu­tion index (See Table 1). Treat­ment detailed on draw­ing ⁵⁰⁴⁹⁹⁄₄₀₁ for the farm devel­op­ment should be main­tained upstream of the SUDS basin to ensure adequate treat­ment is provided.
53. Mit­ig­a­tion treat­ment is provided through fil­ter drains and a basin for the access tracks and farm houses (see table 1).
54. Atten­u­ation provided to con­trol the dis­charge from the devel­op­ment to green­field equi­val­ent run­off rate (QBar) of 9.61 I/’s over­all, details of which are giv­en above.
55. A HR Walling­ford stor­age estim­a­tion assess­ment of the poten­tial atten­u­ation volume required has been car­ried out using the IH124 Meth­od. The volume required is assessed as 298 m³ (farm houses and access tracks). The volume required for the farm devel­op­ment is 580m³ there­fore the total atten­u­ation required is 878m². 9. A review of the Water Envir­on­ment (Con­trolled Activ­it­ies) (Scot­land) Reg­u­la­tions 2011 demon­strates that this devel­op­ment shall not require SEPA licence to dis­charge, as the sur­face water is installed and main­tained in accord­ance with GBR 18, 19, 20 and 21 of the CAR Regulations.
56. House roof and drive­way area run­off to be col­lec­ted and con­nec­ted to road­side fil­ter drain and SUDS basin pri­or to out­fall to water­course (atten­u­ation provided with­in the basin to Qbar equi­val­ent run­off rate).
57. Farm devel­op­ment sur­face water to be col­lec­ted in fil­ter strips/​fil­ter drains and dis­charged to the SUDS basin (atten­u­ation provided with­in the basin to Qbar equi­val­ent run­off rate). Flood Risk Notes:
58. Review of SEPA flood maps does not show a flood risk to the farm­houses, access track or SUDS basin from river source or sur­face water source flooding.
59. The Flood Risk Assess­ment included with­in the DMRB Stage 3 Envir­on­ment­al Impact Assess­ment pro­duced by CH2M/ Fairhurst as part of the A9 dualling scheme has been reviewed, with the water­course to which the pro­posed SUDS basin will dis­charge included with­in the detailed study area (ref­er­ence draw­ing A9P09-CJF-EWE-M_M­L522_ZZ-DR-EN-001). The farm­houses, access track and SUDS basin are not shown to be with­in the flood envel­ope dur­ing the 1 in 200 year event con­di­tions (ref­er­ence draw­ing FEX9‑1 in 200 year flood extent pre-devel­op­ment (baseline)). In Abey­ance SUDS basin approved as part of MSC applic­a­tion 2020/0077/MSC. Farm sur­face water drain­age net­work and SUDS atten­u­ation provided with­in pro­posed access track and houses basin to west POSTARE TENCE POSE FENCE Mound fil­ter sys­tem approved as part of MSC applic­a­tion 2020/0077/MSC KEY 257.00- Farm Houses Applic­a­tion Bound­ary Farm Applic­a­tion Bound­ary Topo­graph­ic­al Sur­vey Con­tours 50m Pro­posed Fin­ish Con­tour Pro­posed Fil­ter Drain Pro­posed Ditch • Pro­posed foul sew­er Foul sew­er approved as part of MSC applic­a­tion 2020/0077/MSC Pro­posed mound fil­ter 100mmø per­for­ated uPVC pipes Klargester Alpha sep­tic tank 3800L capa­city Pro­posed Sur­face water sew­er Sur­face water approved as part of MSC applic­a­tion 2020/0077/MSC 11.04.22 17.11.21 Basin Relo­cated to Sul Com­ments changed to PLAN­NIN Descrip­tion Iron­side Far­rar Pro­ject Name Envir­on­ment­al Con­sult­ants 111 McDon­ald Road, EDIN­BURGH, E EH7 4NW 50 6500 mail@ironsidefarrar EDIN­BURGH GLAS­GOW MANCHESTE Bal­avil New Farm Houses Bal­avil Estate Pro­posed Foul and Sur­face Water Drain­age Strategy Exist­ing Ser­vices Scot­tish Water Main Line Water Main Cham­ber Over­head Power Line Power Tim­ber Pole Bar Scale N.T.S Scal Sine 02.07.21 A1 Qual­ity Assur­ance SGS UKAS Cer­ti­fic­ate GB02/54539 Checked by LG Copy­right Acknow­ledge­ment Ondraende Sur­vey Crown Copy­right 2020 No. AL100017966 HMR PLAN­NING 50895 – 27-001-P04 Farm Access 260.000 Track 255.000 250.000 245.000 240.000 DATUM 238.000 ACC-H1 CHAIN­AGE EXIST­ING GROUND LEVEL ALIGN­MENT LEVEL HORI­ZONT­AL ALIGN­MENT 248.971 348 – 45A 5.099 249.951 250.019 10.000 16.127 250.951 251.120 20.000 251.230 33.969 251.435 25.000 351號 251.751 38.989 252.049 35.362 252.330 252.046 40.000 252:753 45.909 253.257 252.942 50.000 KF= KF G= 2.5086722 G= 10.000% L= 8.000 4.885% 1.95507 VER­TIC­AL ALIGN­MENT L 1: 10.0 KF= 5.000 1: L= 10.000 ‑1.56406 20.5 260.000 255.000 250.000 245.000 240.000 DATUM 238.000 ACC-H1 CHAIN­AGE EXIST­ING GROUND LEVEL ALIGN­MENT LEVEL VER­TIC­AL ALIGN­MENT bo HORI­ZONT­AL ALIGN­MENT 265.000 DWAY-H1 260.000 DATUM 256.000 CHAIN­AGE EXIST­ING GROUND LEVEL ALIGN­MENT LEVEL VER­TIC­AL ALIGN­MENT HORI­ZONT­AL ALIGN­MENT Drive­way House 1 Lon­git­ud­in­al Sec­tion 261.468 261.459 1000’0 261.322 61.872 10.000 G=-1.464% 1:-68.3 ACCESS 1 261.175 262.238 20.000 24.401 261.029 261.828 30.000 261.000 261.739 31.969 ३६६-899 260.771 260.704 360.000 260.324 260.231 370.000 259.876 259.935 380.000 G= ‑4.474% 1:-22.4 259.429 259.841 390.000 258.981 259.944 400.000 Access 1 CH 350.00 to CH 499.320 Lon­git­ud­in­al Sec­tion R= 15.000 258.534 259.945 410.000 258.191 417.656 258.086 259.227 420.000 257.852 425.000 257.609 258.637 430.000 257.476 432.656 R= 15.000 257.105 258.572 440.000 L= 15.000 G= ‑5.060% KF= ‑25.61023 1:-19.8 255.000 250.000 245.000 240.000 235.000 DATUM 231.000 ACC-H2&3 CHAIN­AGE EXIST­ING GROUND LEVEL ALIGN­MENT LEVEL HORI­ZONT­AL ALIGN­MENT 241.350 241.803 1000’0 FARM YARD 225 242.401 8.753 242.548 13.753 242.730 242.586 20.999 242.825 23.293 242.885 25.000 243.180 242.843 30.000 243.471 33.293 KF= G= L 1.40971 10.000% 5.000 G= 2.906% VER­TIC­AL ALIGN­MENT 1: KF= 1:34.4 L= 10.000 10.0 0.70488 + 244.141 243.797 40.000 256.599 258.192 450.000 254.257 254.143 60.000 65.559 255.257 255.141 70.000 256.257 256.184 G= 10.000% 1: 10.0 456.011 256.093 257.527 460.000 255.799 465.808 255.558 256.476 470.002 255.195 475.000 476.534 354 – 748 255.129 888 – 888 888 – 88 257.257 257.298 90.000 R= 30.000 487.029 253.750 253.653 490.000 L= 15.000 G= ‑10.000% KF= ‑3.03624 1:-10.0 R= 20.000 R= 20.000 45.