Portfolio 2024 (62/64)

P.61 BOW: 11.69 BOW: 12.40 BOW: 12.50 H TOW: 12.82 TOW: 12.82 TOW: 12.82 LEGEND W BOW: 11.55 DI BOW: 11.75 BOW: 11.55 M HP: (14.61) TOF: 11.52 DI : TOF: 11.52 ( DI SYMBOLS: 7. TOF: 10.85 INV. OUT 11.30 8 0) 0) RAIN GARDEN (0 EXISTING 5.0M CONTOUR NE-7 RIP RAP EROSION CONTROL DI LP: (11.16) 0) TOF: 9.70 (0 EXISTING 1.0M CONTOUR HPS: 10.80 NE-6 DI TOF: 9.94 00 PROPOSED 5.0M CONTOUR INV. OUT 8.10 BOT: (11.44) 00 PROPOSED 1.0M CONTOUR RIP RAP DI EROSION CONTROL 2. TOF: 10.05 61 ( (00.00) % 14 EXISTING SPOT ELEVATION ( ) NE-8 13) HPS: 13.65 INV. OUT 11.70 00.00 PROPOSED SPOT ELEVATION ( DI 1 TOF: 9.45 DI NE-5 3 BOT: (11.08) 2 TOF: 10.19 2 ) . . BOT: (10.4) 0% ( 61 2.0% ( 1 % RUNNEL TOW: 12.82 BOT: (00.00) EXISTING BASE OF TREE ELEVATION 7 2 TOW: 12.82 BOW: 11.86 BOW: 11.90 ( ) INV. OUT 9.00 ) 2 BOW: 11.86 1 ( . BOT: (13.62) BOW: 11.90 2.0% 12.05 2.0% 2 1 0 DI ) RIP RAP 1) % 2.0% HWM: (00.00) HIGH WATER MARK TOF: 9.05 ( ( 1 1 EROSION CONTROL 0) 2) BOT: 00.00 PROPOSED BASE OF TREE ELEVATION NW-6 : 11.75 FFE 2. DI RUNNEL 0 TOF: 10.80 % 2 ( INV. OUT 9:80 .7 1 1 TOC: 00.00 TOP OF CURB ELEVATION % ( 1 (9 NE-9 0.00 1 ) ( ) 0 8 DI % DI 00 ) ) TOF: 9.18 2. TOF: 12.15 9.22 DI NE-2 BOC: 00.00 BOTTOM OF CURB ELEVATION TOF: 13.35 DI NW-5 DI NW-7 NE-4 % TOF: 10.95 BOT: (9.39) 61 NE-1 TOF: 10.44 2. RUNNEL DI DI HPS: 10.95 TOF: 10.44 NE-3 TOF: 11.20 TOW: 00.00 TOP OF WALL ELEVATION INV. OUT 8.10 DI ( TOF: 10.69 2 7 DI . ) TOF: 12.44 RUNNEL 7 RIP RAP 1 ( % 2 BOW: 00.00 BOTTOM OF WALL ELEVATION % 8 .0 .0 BOW: 12.60 % 2 ) RIP RAP 2 0% 0 TOW: 12.82 EROSION CONTROL . .0 . EROSION CONTROL NE-10 2 % 2 0 SE-0 BOW: 11.52 % ( DI TOS: 00.00 TOP OF STAIR ELEVATION 9 % TOF: 8.93 ) 61 RIP RAP 2. DI 2 TOF: 9.01 . % ( EROSION CONTROL 6 ( 1 1 NE-11 1 HEAD WALL 1 . 7 0 2 % BOS: 00.00 BOTTOM OF STAIR ELEVATION INV. OUT 12:80 3 ) DI . ) 2 TOF: 8.93 0 DI BOT: (13.89) BOT: (12.38) 0 % TOF: 11.52 DI DI INV. OUT 7.80 BOT: (12.99) NE-0 TOF: 11.52 TOW: 12.82 HP: 00.00 HIGH POINT ELEVATION % RUNNEL TOF: 9.05 0% .00 11.75 11.73 BOW: 11.55 BOW: 11.20 0 2 2.0% % NW-8 2. 11.54 11.55 0 9.17 % . NW-4 2.00 2 LP: 00.00 LOW POINT ELEVATION ( 0 1 . 15% DI 2 0 E 9 1. TOF: 11.48 DI E ) HPS: 13.60 % BOW: 13.07 TOF: 11.57 HPS: 00.00 HIGH POINT OF SWALE HP: (13.91) % 0 2.0% 0 2 DI 2. TOW: 13.20 11.59 .71% 2 NW-9 TOF: 8.93 BOW: 11.52 CAFE CENTRELINE OF SWALE .0 % 2.7 1% SE-1 HP: (13.13) % NW-11 4.0 : 11.63 NW-10 BOT: (12.62) FFE 2. DI 1 ME 7 1 2 L-101 % .0 CENTRELINE OF RUNNEL 9.10 % TOF: 9.00 % DI ME BOT: (12.9) SW-0 TOF: 9.05 % 2.00 0 TSCLUB ) . SPOR UNDERGROUND DRAINAGE AND DIRECTION 1 15 (1 DI : 11.59 2.00 % ( FFE DI TOF: 10.95 BOT: (10.52) BOT: (12.77) 13) TOF: 11.03 DI NW-3 2. 9.05 TOF: 11.57 CENTRELINE OF ROAD 71% SW-1 E 11.55 TOW: 11.63 RUNNEL E BOW: 11.52 % .0 6.08% 00 2 2. CENTRELINE, SLOPE, AND DIRECTION OF DRAINAGE . 0 3.86% 0 % DI % SE-2 TOF: 11.54 2.78% 2.00% NW-2 RUNNEL .0% PERCENTAGE SLOPE, ARROWS POINT DOWN SLOPE DI 00 2. DI TOF: 8.99 2.00% 2.71% 0% 2 TOF: 11.63 SW-2 9.04 BOW: 12.42 2.46% . 71 DI 3.55% 11.50 TOW: 13.50 % TOF: 11.93 TOW: 12.60 TOW: 12.60 2.46% 2.46% BOW: 11.98 2.0% NW-1 INV. OUT 8.15 BOW: 12.09 BOW: 11.93 2.00% 3.43% 2.46% TOW: 11.50 DI TOW: 11.50 L 2. NW-0 2) DI DI 3.43% BOW: 11.24 TOF: 11.50 BOW: 11.00 C 0% 1 TOF: 11.46 TOC: 11.91 2.71 % 2. ( TOF: 11.79 0% TOC: 11.96 11.87 TOC: 12.14 EXISTING TREE TOC: 11.94 BOC: 11.71 DI BOC: 11.94 DI DI 9% BOC: 11.74 TOF: 8.90 BOC: 11.94 11.16 0. DI 1 TOF: 11.69 TOF: 11.89 BOW: 9.00 DI TOF: 11.80 DI ) 0% 0% TOW: 9.10 TOF: 11.90 %% TOF: 11.00 . . 00 11.63 13 2 2 22.. ( 0% DI BOW: 9.07 11.77 2. 12.00 TOF: 9.95 SW-3 9.04 %0 HP12.602 SE-3 12.00 L C 11.54 DI . 11.22 11.0011.00 10.8010.80 1. TOF: 9.00 2 DI 49 1. 4 % 0% 9 2. % 2.0% TOF: 8.85 ( 3.43% 3.43% EXISTING TREE TO BE REMOVED 11.57 0% 10) 0%% . 0 2 2.. % DI 2.0% INV. OUT 8.45 DI 2 DI .0 DI DI HPS: 10.00 DI DI 2 TOF: 11.43 TOF: 11.66 TOF: 11.89 BOC: 11.94 BOC: 11.94 TOF: 11.90 TOF: 11.80 TOF: 11.16 11.16 TOF: 10.66 BOC: 11.48 BOC: 11.71 TOC: 12.14 TOC: 11.68 TOC: 11.91 BOW: 12.14 RIP RAP TOC: 11.96 % TOW: 12.30 ( 2 11.51 BOW: 11.93 BOW: 12.30 SW-4 EROSION CONTROL ( 7) .0 TOW: 12.00 9.03 6 0 % .91% 2.00 EROSION CONTROL SURFACE 2. ) 0 BOW: 11.72 0% TOW: 12.50 % 0 BOW: 11.50 % ) . 9 2 10. 7( 11.18 TOC: 11.46 TOW: 12.90 11.17 BOC: 11.26 11.75 0 11.46 11.32 11.31 5.04% 10.87 10.73 . 15 % INV. OUT 7.80 SE-4 TOW: 11.30 2.68% DI 11.37 DI 0.43% DI 10.78 DI RAIN GARDENS, DETENTIONS, ETC. 11.32 DI BOW: 11.00 TOF: 11.40 TOF: 11.27 11.15 TOF: 10.80 TOF: 10.67 TOW: 1 TOF: 8.97 BOT: (8.81) 68% . 2 3 101 BOW: 1 ) ) SW-5 9.02 GRATED GUTTER L- 3.43% 2 1 DI BOW: 10.23 3.43% 1 1 2.00% 11.27 AVERAGE ANNUAL HIGH WATER MARK ( ( TOF: 8.97 TOW: 11.27 ) BOC: 11.26 1 2.00% GRATED WALKWAY 2.00% 1 TOC: 11.46 DI 2.00% ( FOR OPEN BODIES OF WATER TOF: 9.55 TOS: 11.30 3.43 % BOW: 11.50 BOS: 11.20 % DI 2 ) .0 TOF: 11.11 TOW: 13.20 . 0 BOW:11.30 1 0 1 2 % 2 E .31 2.00% ( 9.01 L-101 E : 1 E ) ABBREVIATIONS: TOW: 11.24 1 SW-6 E M 1 DI BOT: (12.84) TOW: 11.27 F BOW: 11.24 ( TOW: 12.00 TOF: 11.11 BOW: 10.49 F E 2.00 % ME MAIN ENTRANCE BOW: 11.27 SE-5 SU EE EMERGENCY EXIT TOC: 11.23 OH BOC: 11.03 RIP RAP % N FFE FINISHED FLOOR ELEVATION EROSION CONTROL 9 2.00% W OF OVERFLOW 11.09 % BOT: (10.07) .0 BOW: 9.06 O 2.0 0 TOW: 9.50 T 4.39% SW-7 9.00 BOW: 9.00 Y DI DRAIN INLET % BOW: 9.02 ( TOF TOP OF FRAME 49 TOW: 9.02 R 10) 1. INV. OUT 8.20 BOW: 9.02 4.94% TO TOC/BOC TOP/BOTTOM OF CURB TOC: 11.14 % BOC: 11.03 DI DI S BOC: 10.94 .0 TOC: 11.23 TOF: 8.97 2.00% DI TOW/BOW TOP/BOTTOM OF WALL 2 % TOF: 9.45 DI O DI .0 BOW: 11.27 TOF: 8.90 W TOF: 10.32 TOF: 10.94 2 0) % TOW: 11.66 69 T 11.00 TOW: 12.90 (1 SW-8 0 BOW: 10.88 .1 0 2. 1: ME DI ( E DI % TOF: 8.95 10) BOT: (10.27) E FE 10.79 F TOF: 10.94 5 TOW: 11.25 BOC: 10.94 % 0.1 9.00 10.63 10.54 .0 SE-6 TOC: 11.15 BOW: 10.22 TOC: 11.14 SW-9 2 BOC: 10.95 ) RIP RAP 2.00% BOW:11.69 (9 EROSION CONTROL DI 8.99 .69 2.00% TOF: 10.63 EE 11 E 10.86 BOT: (11.41) DI INV. OUT 7.80 :E M TOW: 11.63 TOF: 8.82 F BOW: 10.94 8) TOW: 11.66 F BOW: 11.28 SW-10 DI ( G E project name: LARC 531 GRADING & DRAINAGE TOF: 8.93 LP: (9.75) 8.98 SU OH DI TOF: 8.95 ( N print date: 07 APRIL, 2023 11) 2.00% W TOC: 11.00 SE-7 O T Y ( 2.00% drawn by: CB, CW, DA, KW 6 R 4.75% ) 5.57% TOS 2.00% BOW: 11.00 TOW: 11.00 OW checked by: CB, CW, DA, KW 3 T BOT: (11.82) BOW: 11.78 TOW: 12.10 .12 TOW: 12.07 11( INV. OUT 10.85 RIP RAP 1 E BOW: 10.76 ) EROSION CONTROL E :E M E F TOC: 10.69 DI TOC: 10.29 TOW: 11.25 BOT: (11.76) F TOC: 10.82 BOC: 10.49 TOF: 10.30 BOC: 10.09 north: DI BOC: 10.62 10.49 BOW: 10.16 BOT: (10.74) 2 INV. OUT 8.10 TOF: 8.95 BOW: 12.13 BOC 10.33 .0 2.00% 10.45 0 % SE-8 DI TOF: 8.90 BOT: (10.66) 31 2.00% DI scale: 1:200 2 . TOF: 9.90 .0 E 2 TOC: 10.61 2.00% 0 E 1 E % 2 :E M TOW: 12.07 BOW: 10.64 BOC: 10.41 . TOW: 11.00 RAIN GARDEN 00 BOW: 12.10 TOW: 12.10 FF DI TOF: 10.15 BOW: 10.19 9.29 % ( 0m 2m 5m 10m 20m 12) SE 2 OU .0 2.00% H 0 N % ( 10) BOT: (10.37) W site number: 01 DI O TOF: 8.94 T SE-9 5.57% RY .00 OT 4.90% drawing title: GRADING PLAN : 0 FE F % 0 S INV. OUT 9.85 0 BOT: (10.35) . O 2 DI % W 2.00% RAIN GARDEN sheet number: 1 of 5 TOF: 8.93 09 TOW: 12.54 7 T 0. BOW: 12.31 .5 SE-10 HPS: 10.90 12 E ( 2.00% 13) : (1 E E M sheet name: 0) RIP RAP DI E FF BOW: 12.57 EROSION CONTROL TOF: 10.20 2.00% HPS: 12.29 BOW: 12.40 TOW: 12.54 TOW: 12.51 INV. OUT 8.20 TOS: 12.44 BOW: 10.40 BOS: 12.29 12.65% TOS: 10.38 L-100 HP: (13.29) BOS: 12.29 BOS: 10.27 NAVIGATION CHANNEL BOUNDARY SPATIAL DESIGN NAVIGATION CHANNEL BOUNDARY László Moholy-Nagy K VII CONCEPTS LWL -3.0m LWL -3.0m NAVIGATION CHANNEL BOUNDARY MWL 0.0m LWL -3.0m CROWN LAND MWL 0.0m NATURAL NAVIGATION CHANNEL BOUNDARY ) FORSHORE LWL -3.0m OUT OF SCOPE ( HWM 2.0m HWM 2.0m MWL 0.0m NATURAL BOUNDARY SETBACK HWM 2.0m NATURAL BOUNDARY SETBACK SWALE PLANTING EL 3.5 EL 3.7 EL 3.6 BOTTOM OF SWALE OVERFLOW DRAIN EL 3.55 1 EL 3.5 WEIR WALL ROCK EDGE TO SLOW DOWN WATER FLOW MWL 0.0m HWM 2.0m L114 PUMP HOUSE NATURAL BOUNDARY SETBACK LP 3% EL 3.55 3% NATURAL BOUNDARY SETBACK HP 3% 3% 1 HP 3% EL 3.5 L112 EL 3.5 LP EL 2.25 3% 3% 3% 3% 3% 3% HP 3% EL 4.3 3% HWM 2.0m HP LP 3% 3% HP HP BW 1.86 3% 3% 3% HP HP 3% HP 3% EL 3.5 LP 3% TOP PLAY MULCH HP LP 3% 3% HP EL 5 2 ACTIVATOR SPRAY NOZZLE L113 SLOT DRAIN 1 CONCRETE PAD WITH NON-SLIP FINISH L113 EL 5 EL 5.24 GABION BENCH EL 4.65 EL 5 SAND PIT 0001 Waterfront Landing Park EL 5.01 EL 5.5 Squamish, BC NATURAL BOUNDARY SETBACK scale: 1 : 200 drawn by:KW & EB EL 3.5 Splashpad Plan L111 EL 4.32 PROPOSED HWM 2.0m HWM 2.0m EL 4.8 EL 4.3 EL 4.8 SS SSSS ESES RR DD DREDRE DD ADAD A A TT TT ee ll ECEC ECEC TitTit tt OJOJ OJOJ PRPR PRPR ProjecProjec Architect Architect NN LandscapeLandscape IOIO ConsultantConsultant rr EE TT V.V. ByBy DESCRIPTDESCRIPT NO NO 00 DATEDATE RERE ManageManage EE11 -- tt USE USE UU TT le t ct IDct ID tletle ISSISS DATEDATE NO.NO. Drawn ByDrawn By ProjecProjec .. Reviewed Reviewed 019-05019-05 EL 5.25 DateDate 22 DO NODO NO ProjeProje Sheet TitleSheet Ti Sheet TiSheet Ti Sheet NoSheet No L0.04 L0.04 EL 5 F.H. B.C.H. & P.A. R/W 9 REF. PLAN 7520 16 9 17 8 16 18 9 71 7 17 8 6 18 7 19 5 BLOCK "H" 6 20 D. L. 9 1 2 70 5 21 BLOCK E PLAN 4627 4 22 3

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