( %% S — v 1 GO 0 6 8 6 bl ASPHALT Cg PAM gi 66 91 22 0 201 No inve t visible due to debns Debris ot 0.62m 0 20e %0 9 ~ 94 7 oo% 91 91 17 CLF %0 oq CLF 0" Ce 9 I 9067 0 IHV 9 cs,ob 90 76 9 0%%' 0 00 6154 91 30 15 91 4 1 90 75 90 4 ob bq 1 C(F 0 'STUMP GRASS ASPHALT CLF STUMP 90 57 CONC CURB 90 71 %0 0 %0 %0 %0 ASPHALT PARKING 90 7 59 90 63 %0 GRASS co" %0 COS C 0" o o 0% CONC %%0 FQOTlucs Me 90 29 ce'Bf " 90 8 8 90 38 CONC CURB ASPHALT APRON %00% M M %0% 0 csw u % goo 6 coNc AD 42 Ma n(, c, 90 4prpnshgp 41 Me la COMPACTOR 5 3 %0%0 5 gp 5 90 64 05H qp 5 90 7 90 6 CURtl Cu I 90 53 Me Ms 2Me/5 GO CONC CURB Gobo 1 %0 GG %0 %0 GO %0 %0 1 GO Bl ce 9D 23 %0 90 5 ASPHALT %0 1 GO 80 RG Q:" 4 366 cs , „ 66 90 34 90 70 caw S CONC RAMP 0%„ %0 5 0 70 rap OF WALL 93 64 Ds 9P 59 Ds 90 68 0 %0 Hs 90 69 Cess 5 89 46 LB 5o MF n 0 ps GO d'0 6 CONC 0 0 %0%% Go 90 53 Gb %0 9o 5 HYRDG ENCLOSURE 90 56 l I 570REY PRECAST AHD CONCRETE BLOCK BUILDING Go 0 CONC 2MS %0 05 Ms 2 ~ Ms 90 56 QO48 CLF Hs CONC '5 ATE GM us GRAVEL 4Me Ms 90 64 „Ma Ds 90 71 Ms 90 4g FF 90 68 2 J %0 1 ~i) :.X-'¹:., 90 66 os 90 68 Hs Mfi ue *go so HIGH I STOREY PRECAST BUILDING 259 3 %0 GO %0 91 13 90 47 9I 52 X-', .5 ', ./X=sr X= /)E'- / Xo o HIGH I 570REY PRECAST BUILDING Ma gp 46 GO 5X bb S GO 067 II 0~do SW %0 bq 0 %0 Ds 0 goap X 5o L 6do o 5 2 90 51 %0 9G 68 90 52 Gl %0 %0 %0 0 ob bb 90 63 SW 90 61 *0004 g(, 47" 4 91 12 Ds 90 71 enp snp Ds 90 68 ,ob 3 'bO C9W 91 ob bo bo o 0 p4 95161 Ds 90 69 Ds Ds 90 69 90 66 5 0209 91 7 90 67 91 18 90 68 90 69 GQ 90 61 %0 c 05 Ds Ds ENTRANCE Ds 0 ~ 90 67 0 CART 907690769075 CAHGPY 9072 99 QATIV( % 0 BUMPERS 90 4 5PHEQE5S 9 CURB Cur 9046 2 CONC WALL 2 90 72 CX 90 60 00 60CX BENCH BENCH 9 %0 90 44 CURB 0 45 9%0 0 o cur %0 %0 0 69 O 0 p GO 0 Unob'le to measure pipe Hze GO Q or nverts due to large offset pipes Bottom of ~ 'b 90 05 50 GRASS 0 25 gp 5 QO 36 SS 9O 3O 0 gd %0 90 66 90/2 0 90 10* GO Z2( 5 gp ps ~+90 07" 89 gr I-, (6 ce 89 87 METAL PLATE 59 97 90 21 %0 %0 CURB CUT GO 90 29 67 'lp 66 6 9060 90 6 BENCH BENCH 90 60 9 6 50 zs* -SC L5S "go 25 90 34 M H (ST) QQ "'0 29 %0 sw 5 sw 90 61 soda es 90, 5) 5 904, / =/ q'0 %0 HP CONC CURB 1% %0 90 45 6" *9044 GG 0 90 07 90 43 %0 90 46 90 47 CONC CURB %0 905 9047 %% CURB o CUT ce 89 84 52 6 22 5 0 Qa ga ob 90 4' / 21CV MH9i 09 Qg!90 98 90 91 0 454 / .vo /og WV i 0.089 22 90 39 MH 90.29 90 27 0 2 90 26 .90 07 0019 9 24 9026 %/ 1 bo %0 %0 Gb %0 %0 Ls "290 09 ASPHALT ,so 75 Qs MH 90 67 0 %0 9 0 0 GO 4 %0'0 %0'0 o mo "." 4'1 'g %0 GW 95 0 409 GRASS 0 %0 90 92 o''0 0 Ul 0 0 %0 ,oS I 009 90 70 0 Hd 0 Q 0 224 1 %0 %0 0 GO X 90 5 d' o m ~st~Q9 0 QQ 9071 ~9076 SHRUBS OG '%0" Icv Icv 90 46 00 caw %0 Qp zqd 0 12d 0 279 '1 89 9 77 4 0261 ASPHALT%% 90 0.82 rs 0 504 90 55 90 92 6994 / .~/ ::,=E/-.', I I 0% %0 0 %0 ob GO oq %0 oq %0 og GO go %0 0 109 89 79 89 88 89 79 CURB GUT 89 75 89 8 Ls CD 'I 9 I ) I IS (s 72 QLS ,o'8 Obe 993 9 89 %0 89 75 qn 1 86 63 8 300 89.78 METAL 69C45 LATE 9 57 B! 89 71 t!9 53* 980 qo 897 89 89 62 89 78 5 89 85 )-59 54 I STOREY BRICK BUILDING 87 %0 GO bl "BEER 57095" %1 4 b 4 4 * MW S92 900 45PHAIT %% 89.75 sgp 05 Ds 6 99 snp 00 69 98 89 91 CQ nr, 96 s 4 %0 n '1 %% %cobe cuss AIL '5% 4 tl9 97 V ICV6997 89 85 8 ASPHALT' 6970 5 CONC 5 89 89 90 16 89 62 9016 sg 90 22 69 89 985 5w 9 5 Me/5 Ms/ GRAVEL 985 9 64 90.1 2 CQHC 69 79 QHC99 7 69 60 HIGH CONC CVP ~ 9 79 d QGG %% ss sl",', PQ qq, 69 81 89 86 b 5 qb 4 qqCURe q q'UT 9 I/2 STOREY BRICK COMMERCIAL SIUILDIHG uw. 59 S 8966 69 55 8g 67 MW QP 89 8 swage 89 6 ASPHALT Gq GO ASPHALT PARKING Lal Sgs" CONC 89 5 HO Ls 5 9 89 49 58 ce 6915 0 59 46 +%% 893a 5%% 0 154 '9 41 Icv MF 0 104 89 85 META PL415 89 56 i)I II Ls 375 ce 89 25%8 — IB 69 53 89 65 q+% M 548 5 5 HT Mg 5 0 lob ,o sg 52 CURB GDH sgrq sgsz Icur 69 25 ICV 89 6 + 7069 63 250 2 cs 89 22 89 46 GDH MW 'b% 59 43 CR GRR55% (m GO 89 49 ~ ud 0 101 69 40 69 7t! CQHC CURt! %% 89 73 0104 69 65 69.39 ~o 89 r — r,b r, old „%532 Tb/95 5 — 9 -%% — 8 — 6 — QQQW ) 6926 0 6930 0 09HW r GA — ic ic ~qc GV 8 19 5W 9 3 8918 0 319 GUHP C 8 95 GDH 89 4 GDH GDH CDH 0.03e 0 89 08 0 „ 1 0 05d 89 19 9 ~l0 264 89 45 HW %% GRASS WV ss99 qq, 8902 69 8894 GRASS ob oo CONC CURB AHPGG GUTTER oq 00 CURB CUT % cs 88 87 CONC CURB AHD GUTTER % bt 1 'b 5 qq 6 qbb ASPHALT 91 6 S b q 4 CONC CURtl 9165 GRASS s Ts 9 50 4 gi 32 ~QI 35 ) 91 30 0164 1 g Ii I 4 'b ql 280 91 1~9GDN I 17 ~3 91 21! 91 90 74 0 Qgb 0 69 90 67 CONC CURB %0 Gobo A5PHALT PARKING Lor Unobl to t e wat se v Qe p qpb ~Sea Un ble to t ne w t r se«e 0 'b '4 91 93 92 33 91 94 0 9219 Bl b ) Bl CONC WITH 5 STONES ASPHALT PARKING LOT ln CONC CURB S ce '1 91 45 E 0 9 9 CQHC CURB bb CQHC CURB 91 71 'lcatlc CURB 0 9168 q~s %5%0 ZP5 q Ce 91 69 4 91 80 9168 91 76 'P 91 89 ~GOH 91 67 % n % Gan pi 57 % ~GDN 92 oi Uc 9219 0 404 92 08 5 9 91 95 ai 5 mezi Gp 91 8 b J 0 GRASS 91 3 91 16 5 9216 455 T 9236 0 9 ~~9215 g 9214 GRASS 0o Qsd 91 31 91 90 66 92 19 Ts 92 18 g 0 sse (5 92 20 92 16 Sl2 „Jl ~ H~GHDDHCHCUBIE Ob 5 — «-5p-» — 40-bsb-SF 0 %0 %0 %0 Ha Hl — Hl — Hs 45PHA(r 010 Q 215 ~ 0 Qsbo ore 0 369 ~scow i qa 91 18 91 46 91 17 91 091 87 91 830 0 G84 21CV 91 45 GDH(, 143 % 0.109 91 59 H — 5 91 22 HT HT icy 5 g,qs g qp gizs c G 6 91 21 91 CRASS 91 — HO uv eo — sb 0 cvS H H — H — H~H — H — H~H — H — 9 0% ASPHALT 0 1 Gl sd ,'" %%'g %1 %0 %0 91 1 %4 %0 GO S +%~ 2 p 5 Hl — Q Ha "t1 4 %0 :-/ .- IIS O 90 65 Me gp gp Hs CONC ssw Goo 4 CL GATE'nable Yoaone-Oas )ua n beyond the point. 01 1 HT e Hs (L KED AREA) 5" 'P/Gv Me GM o 6 GQGCQHC bo O CONC %0 TRASH o COMPACTOR Me 90 d2 0 oue 0 6\o so si ce 90 52 GO Go 4 &GG Ma ASPHALT ce 50 %0 %0 ,ob 90 68% bq '4 Me %0 65 5 ~ ~ ~ ~ ~ 0 ~ ~ 491 54L5 %0 %0 'I %0 %0 90 61 CONC 90 Sa 00 69 ga 59081 %0 90 79 90 80 40 RASH GO QMPACTQR sc 0 H 90 "4 -r, „, 75 C 90 7 CQHC AN CONC BLOCK WALL 5 gb a" o 0 / rb cs G GO %0 %0 9035 0 bn Gb Mg sw gp 5go 90 64 GO 5 9069 %0 no I coNc 0 4 %0 0 I' 0 4 %0 5PHALi '1 90 63 I 5TQREY BRICK 5 U I (DIN 0 qo %0 nq W ol WV %0 S %% 4 GH 0 4 %0 Me Me 5/Me 5/Me no %0 MH Qg 90 68 GO %0. %0 METAL 57(95 5 Me Gob Go 90 MHMS 9065 QQ Ms %00 Mg qg %0 6 CONC %0 Mg pl Qg 0 9g 0 %0 Ds 90.63 90 84 mr o 55$ 90 S STOREY BRICK Su I ID I H G Ds 9O Sa 90 84 Ds 90 61 STOREY BRICK TRASH I 5TQPEY COMPACTOR srucco BUILDING 90 ~ 8 90 68 9416 LANDING ~ ~ „ Me Ms ql Unable to tone water ma n 0 beyond th s point /I / CONC 2M(! 6 90 64 S o aco 90 6 9088 %0 CANGP Y Me % wvus S 9087 %0 GO 2 STOREY BRICK 9UILDIHG MH Go 250% og 1"" 2.6 1 2 87 ASPHALT 4 WV % WV oGa o %0 wv S mMe WV oS D 90 87 D 90 8 Ds 90 81 05 90 91 Ds 90 90 Ds 90 88 Ds 90 68 Ds 90 88 Ds 90 87 Ds 90 88 Ds Ds 90 89 90 86 FF 90 69 Ds Ds 05 90 86 90 87 90 87 bb %0 2 5TQQGY BRICK AHD CQNCR(15 BLOCK 9 U IL DING STOREY CONCRETE BLOCK BUILDING 0 HIGH I 5TQRGV 51UCCQ sueDIHG 'M(ntp" .0 %0 %0 0 a" d'ILL 90 86 ENTRANCE 90 66 I: F 90 90 90 90 90 66 cAHQPY %0 %075 %0 %0 90 62 90 57 ENTRANCE FF CANOPY 90 82 5 ~ % Gsl %0 %0 %0 9 68 90 8 90 81 go 66 Ds Ds 9 7 90 66 90 75 05 nq %0 %0 CONC qb 5% GT 90 6 W o 9079 AN 0P YGG 5/Ms .5/Me MH g 90 57 %0 Ds 90 85 %0 cobe n 5 HCH cx 88HCH 90 71 gpag % GGCURs CUT9065 9069 90 4 w Sv MH 0 72 qi 907 2 MH bo o 56 o s/us s/us 1 %0 CONC CUT %0 CDH s 9O)s~ segGIi] 90 62 GO %0 c op MH QW 8 ~ ble t ope hambe due t larg planta pat o f mtu nd o gate 90 72 GOGO bq O %0 90 62 ",bo,ln %0 o" ob'0 Gl %1 %0' GO %0 %0 0.54 %0,0% %% 1 0 1 90 90 %0 Ds 90 80 1 0 1 Q %0 %0 CQH 90 66 CURB S CUT ~ oq %0 %0 Jb 90 5AH 0% S 4 CONC * 'I"I'UR5%6 GO 5 0% %% CONC 0 S %0 9MS/5 %0 Me/5 o %0 MW G~a 'in% 0 90 56 HII' 4 %0 5 oq %0 90 5 os GOG %0 0 42 0 )I MULcH %0 GO 0 90 34 0 %0 %0 GO %0 90 39 Sue 5/M 5 %0 o ob GO ,o ))YP 5/u 0 0 Go 6HT HT 0% %0 MH 90 53 90 52 o 'b CQHCGG %0 %0 0 %0 o o+ 0 90 35 %0 0 rR 0 — 'us %% %0 o"%0 Go 5 5 GDH 61 g 5/Me 3MS G GO 0 9 %0 4% %0 , Uc uc !0 09e 90 36 '5 ) 5/Mg 89 94 5/M 5 9 GqI' oae 90 00 0.44 0 069 90 61 90 35 9O qa DS 90 56 GQ o" ob %0 %0 5 0 65 90/j4 6( , 0. 4 %0 0 90 70 12 ' ga 34 %0 %0 0 %0 og sr(ps DQWH 'I GO Ds 90 48 Ds 90 43 Ls %0 0 b %0 0 9610 90$ 0 H Mg go l — Vl Ds 90 51 ob %0 ob %0 %0 CART CORRAL oq %0 %1 Qq %0 5 %0 %0 0 z~ %0 %0 sw 0 -5 ob GO % %0 Ds 90 51 ob 0 06 0 0 %0 %0 ,o' 0 %0 42) „ 90 44 90.34 Ds 90 33 Ds 90 42 ENTRANCE CAHQP Y %% 90 gp %0 %0 DS QO (a %0 90 10 00 S nl Ls 89 74 Me , Ls Ls = Ls Q Q Ls wv 0 %0 90 06 PQ 0 GO %4 Ds 0 90 48 ob %0 0'qn %0 89 94 90 08 Ds 90 38 8 %1 CART CORRAL 00'0 06 oq goo %0 89 86 Me sw 89 79 69 69 oo " wv SG gppl HYD 89 7 Ql I gg 3Ol IE 89 31 Ds 90 41 Ds 90 39 %boo bo G q%% %%% 900( qq %1 QV6 5 GRASS %'S %0 %0 Sp Ss 69 71 wv S ob GO 'b 1 4%%% 5 CQHC s964 q'9 66 89 82 CQHC69 84 89 70 GRASS 69 61 %%0 %%1 ;/ &/6 6 Ds 90 36 + GO wv S o %0 ALQ 4 %5 '4 89 55 %4 ce S 89 47 Ds 90 36 %%0 0 9%% qp 0 5 no CONC 4 CURB 'b b '5 %% MP Gq, %%9 sg ~ 5 4 Gq'9 97 nq STOREY 57UCCQ BUILDING sg 5 Ds 90 37 %0 9 59 bb 56 59 76 CX 90 33 .I os 89 92 GDH gg 51 gg 84 89 50 0 089 89 87 GDH sg gz " 89 93 Ds 90 37 4 I 9 69 do 9 5 69 48 69 76%b 9 36 usgg sp 9 5980 8 84 ~ 6 599 9 87I 82 GQH 89 89 74 59 65 '1 ce se 49 IB D; 69 79 5 K 89 9 4 89 6 Ls Q cs „89 13 50 Ba)B qy ce 89 16 984 5955 6Fbi a9 70 89 76 89 82 Me Me Me 5 L ruc 9 77 C 3 D 90 3 Ds 5 89 65 89 85 90 27 89 80 v 89 92 sv 9 74 ps 90 30 90 37 ENTRANCE CAHQP Y Ds 90 36 ce qao ! 90 Zs as pa I gg24 Ds Ds 90 38 DS 90 38 89 99 %0 %'oo %0 %4 GP ~expo 21 % 90 0 90 20 0 METAL COVER 90 30 BENCH 69 83 90 32 CX CX 90 36 9 ~ 13 9019 89.62 % * A5PHALT PARKING LOT CX I 570REY STUCCO eueDIHG "Lcea" da SW ed 5 GO 1 "'5 sw 90 05 59 93 5 H H 4 69 66 9017 HMH essa 69 71 90 90 01 cuss 90 06 H — H ~O MR CONC CURB 59 H H H sg so DR 68 82 5/Mtl 5/Mt! Q %1 Bot of il hd are p rt e ch ber. Mg 0 sod ILS re(~ 69 07 cs 9 67 89 61 CONC CURB AHP GUTTEPGb 69 74 89 69 60 9 75q, 89 7 977 ol 897~ Ge 8974 BENCH a% ad 59 67 69 60 ss CONC Bs 89 56 0 able to tone oter se ce from alve 9 59 69 8 CURB ~CU T 9 7 FYQHC %% CONC CURB 9073 % 5 60 5 1 5974 % ag qs 89 69 5 0 69 71 89 80 Mg s79 58 us r 89 70*89 86 QG 89 63 4 nb 5 Z 5 8g b 5' 'b z 0 UR 5 55 ss 49 89 87 gg gs 5G589 9 81 sw BENCH 9 62 8968 co 89 74 HC Cugg dup CONC GUTTER 89 59 89 51 54 59 89 73 ~ 099 65 69 69 5w BENCH 06 89 60 5 sgi 982 5W ~, 89 0 SW 69 83 89 67 gs 89 69 69 91 9 93 '5 . 92 8980 56'9 83 5 „0 9. 37 5 5 91 69 77UC . bb 89 69 69 64 89 5 89 4 CONC CURB AHD GUT ea S ASPHALT PARKING LCT 9 69 54 89 57 CONC 9 50 lq 4 5 CONC ts ease MP %%5% cs ss es sgzi ssor rb ater serv ce '89 67 GDH Unable to tone bpyond vat e. QQ MH(5T) 7 8951 2 sg5 00 4 69 76 + as 55 b ICV 1 45PHALT cess 44 IHV 66 64 9 sa ag HQH8 q bo 0%% o GP 0 GO % eg )5 89 35 9 47 6 0 6 IW 8894 Q 9' GQHC GURS AHD GUTTER %0 %% 4 CONC CURB 6 9 43 0 06bgg 4 Sg 3 5 54 319 GDH (5 GDH 89 71 9 %% 89 55 4 4% CONC CURB ce )99 2 89 13 5 GDH 0 30 GIÃ89 75 GDHWL5 m Pp, wv ooqd rnw Sld 33%91 sw ce 86 69 bs HP 5W TCLL 5 89 51 5W L/Ps 2GW 6 55 0 304 GRAss adk ~ 69 61 vts 803 89 07 ~sw ss4 ~ 8 99 88 51 w 44 59 530 54 — G Hsoossvp — 5 sge si)rh a Orb(5 8 89 0 Qg MH CURB CUT O CQHC CURB AHD GUT159 ob 0 249 892 89H 8 4" 89H 922 89H GRASS (. "789 31 8919 5 ALT % ASPHALT 8914„5 9 ASPHALT 89 23 5 69 19 89 09 g 19 69 01 89 H 69 0 cs 88 89 HYD nm (, 229 59 45 CRASS ( ) 0 20 69 45 59 33 89 0 5 5 0 2 79 Tm, 6 59 34Q 89 40/ o zae sg'soQ s 5'QJ) ca *g5929 IB ce 88 97 I 7019e 89. 41 69 25 Uc CONC CUHtl AHD Gl GUT 9 4 End of Gas Man GP P QGF Ilggg ASPHALT 66 8t! 89 01 " 0 131 85 89 95 89 07 GRASS gd t. " 1 .I 9 86 91 64 as CURB 68 67 CUT 66 83 68 79 66 77 0164 Qg 9 t!8 83 56 92 88 85 85 75 88 73 CURB CUT 014d 0 KASPH Ll 8IPgq 89 06 86 7 HYD 6 83 88 72 86 7 DATE 0+ PLAN OF TOPOGRAPHIC SURVEY OF HOPEDALE MALL TOWN OF OAKVILLE REGIONAL MUNICIPALITY OF HALTON SCALE I 400 10 5 0 10 20 METRES HOLDING JONES VANDERVEEN ING ONTARIO LAND SURVSYQRS NOTES ELEVATIQNS ARE GEODETIC AND ARE REFERRED To TOWN QF QAf(VILLE BENCH MARK No. 36, HAVING AN ELEVATION OF 90 4076 METRES (PRE (076 DATUM) ARMOUR STONE BOARD FENCE BICYCLE RACK BRICK PLANTER BOTTOM OF SLOPE BUS SHELTER BRICK WALL BELL DOX CATCH BASIN CONCRETE BLocK AND sTucco wALL CONCRETE BLOCK WALL CONCRETE CHAIN LINK FENCE COLUMN CONCRETE PAD CONCRETE WALL CONCRETE BQX DOUBLE CATCH BASIN DRAIN DOOR SILL GARBAGE BIN GARDEN GAS METER GAS PIPE GAS VALVE GLIY WIRE HYDRO MANHOLE HYDRO POLE HAND RAIL HYDRO TRANSFORMER HYDRANT HYDRO UTILITY COVER HAND WELL IRRIGATION CONTROL VALVE IRON FENCE INTERLOCKING BRICK INVERT LIGHT STANDARD METAL BOLLARD METAL FENCE MANHOLE METAL GRATE METAL POST MONITORING VIELL NEWSPAPER BQX OVERHEAD WIRE PARKING BUMPER PILLAR PAINT LINE PEDESTRIAN SIGNAL PEDESTRIAN WALKWAY RAILING FENCE SIGN SANITARY SPEED BUMP SIAMESE CONNECTION SNOW FENCE STONE PILLAR STORM STEPS SPRINKLER VALVE CONCRETE SIDEWALK CLUSTER OF TREES TEMPORARY CONCRETE BLOCK WALL TRAFFIC LIGHT TACTILE PLATE TQP OF SLOPE TV CABLE BQX UTILITY BQX UTILITY COVER VALVE COVER UTILITY VALVE WATER VALVE CONIFEROUS TREE DECIDUOUS TREE BUSH ACCESSIBLE PARKING AS SF BR BRP 65 BUS SW BX 06 CSSW CBW CONC CLF CQL CP CW CX DCB DR DS GB GDN GM GP GV GW HMH HP HR HT HYD HUC HW I CV IF IL5 I NV LS MB MF MH MG MP MW NX QW PB PIL PL PS PW RF 5 SAN 50 Sc SF SP ST 5TP SV SW TCL TCW TL TP TS TV UX UC VC UV WV + 0 Iaf DENOTES DENOTES DENOTES DENOTES DENOTES DENOTES DENOTES DENOTES DENOTES DENOTES DENOTES DENOTES DENOTES DENOTES DENOTES DENOTES DENOTES DENOTES DENOTES DENOTES DENOTES DENOTES DENOTES DENOTES DENOTES DENOTES DENOTES DENOTES DENOTES DENOTES DENOTES DENOTES DENOTES DENOTES DENOTES DENOTES DENOTES DENOTES DENOTES DENOTES DENOTES DENOTES DENOTES DENOTES DENOTES DENOTES DENOTES DENOTES DENOTES DENOTES DENOTES DENOTES DENOTES DENOTES DENOTES DENOTES DENOTES DENOTES DENOTES DENOTES DENOTES DENOTES DENOTES DENOTES DENOTES DENOTES DENOTES DENOTES DENOTES DENOTES DENOTES DENOTES DENOTES DENOTES DENOTES DENOTES DENOTES CAUTION UNDERGROUND UTILITY LOCA TES PROLTOEO 8 Y RR8 LOCA DNC ON MA Y 75 2078 THESE FEATURES ARE NOT DETERMINED FROar ACTUAL SURLEY Gs Hs LEGEND BURIED UTILITIES AS MARKED AND ADDED TQ FILE BY R&5 LOCATING AS OF MAY 15, 2016 CABLE TV apr — Gpr — H — H — Hl — Hs FtaRE Or TIC TELEPHONE CABLE HYDRO HYDRO SERVICE TRAFFIC CONTROL GAS Jd AIM G G lib — alb — 9* — 9 9 — — 9 TORM SEWER SANITARY SEWER WATER MAIN WATER SERVICE VH VH HOLDING JONES VANDERVEEN INC. ONTARIO LAND SURVEYORS HJV (700 I.ANGSTAFF ROAD, SUITE (002 VAUGHAN, ON L4K 353 PHONE: O05 — 660 — 4000, 416 — 445-3600 EMAO hivoh)v — Qis ca I 400 DRAWN BY TP CHKD BY GV 300 NQ is — 235) — TQP02016