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Orient Drive Crossover Application - Engineering Drawings
Attached to the e-mail Operational Works Application OPW21/0136 - DA Form 1 - Plans - 51 Orient Drive Sunrise Beach.
3050 3025 30 24 BOUNDARY LINE 28 EL 30.05 x | | + aA an 7 ‘ Zz zt po \O \ | \ \ 4 \ | w Po\Vo yo yl Voy 4 \ A \ EXISTING CONCRETE KERB. ——| | Pp \ \ en 4 | ay | | | \ \ \ oy \ \ \ \ a bor oy \ oy V \ EXISTING PATHNAY \ ||| LAlpscapeo ReTANNG fay ~ \ \ | MAXIMIM [000 HIGH)” 7“ | | | 0/0 \ | | | | | p17 \ > ed ee rr re ed re EL 3035 | | | in! “\ SLAB ON ) s ( LPR f 4 Uo GROWND / ‘ OF POS “ RL 26.21 / / / / \N I \ B / \B A / ~\ RL 31.00 x FILL AREA (SHOAN HATCHED) \ FALL | IN 100 (MIN) & FALL! \ «LAB ON STN 10 (Max) GROUND GZ MATCH INTO FOOTPATH LEVEL * RE-TURF FOOTPATH RL 261 RL 28.21 ( Ke L 30.84\x io WOoA — S S \ : Pe fl Eo-w | \ \ | \ | \ i BFAL } 4 A ; A | ON Yer by A KA EL 30.18 x 1:12 UP i | |} 7 GARAGE FLOOR BA | + re % s | La | }or | | RL 31344 ASSUME 3% CROSS nN Be | avo ———_—_———_> a FALL ROAD PPA. \, | 209 an to \ _ 7 ~ A NS 4 | \ | i ; <> Poy tt ‘ ee 2 2 A \ \ N NX \ \ \ \ \ ~ += N S \ EXISTING DRIVEWAY an SON NR ORK NN TO BE DEMOLISHED tO SON SN SNA SOTA SO \ XN —_\ _n >. re ae SN SN ol 3) 30 BOUNDARY LINE 4 1225 | 1200 foo L_ DRIVEWAY & EARTHAORKS OUTLINE PLAN a meme wes EL 30:15 x EXISTING SPOT LEVEL RL 30.15 x PROPOSED SPOT LEVEL APPROVED NEIL McKENZIE & ASSOCIATES PTY. LTD. 1100 OO DRANG THLE CONSULTING. ENGINEERS ora fa ROPOSED ADDITIONS DRIVEWAY & EARTHNORTHS PLAN 14/699 CHECKED | WM 51 ORIENT DRIVE, a SANDGATE ROAD SUNSHINE BEACH MLE, AUST., RP.EQ 2097, NP.ERS SHON C7 a O8eo 1886 DESIGNED NM THIS DRAWING REMAINS THE PROPERTY OF FAX: Oe 3862 1397 APPROVED NM CUENT DRAWING REVISION No. | REVISION DATE | DWN [NEIL McKENZIE & ASSOCIATES (€) Copyright EMAIL: [email protected] TATE APRIL 2 ALBERT KHAM) wuwser QIA-280-COl NUMBER
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Ly = a > a = gS Ss S oO 1200 : 3050 | 60 PROPOSED GARAGE RL 31344 REAR O/H WHEELBASE Tt FRONT =| ASGIME 3% CROSS FALL ROAD DAUMRE 30 eS FILL UNDER DRIVENAY SECTION A-A Bq4 VEHICLE ENTERING THE SITE w x S| g | 450 450 1200 wean FRONT O/H 1200 3050 A REAR OI PROPOSED GARAGE RL 31344 REAR O/M | AK ASSUME 3% CROSS FALL ROAD! xX SS <\ DATUM RL 30 PROPOSED weve xX KY FILL UNDER DRIVEWAY | SECTION A-A | Baq VEHICLE EXITING THE SITE SCALE 1:50 JOB DESCRIPTION DRAWING TITLE a, ER SES PT Ea [a 14/699a SANDGATE ROAD CHECKED NM 31 ORIENT DRIVE, B44 VEHICLE ENTERING € EXITING ME, AUST., RPLEQ 2097, NP.ER.S CLAYFIELD, QLD 4011 DESIGNED NM SUNSHINE BEACH THE SITE PHONE: (07) 3862 1886 THIS DRAWING REMAINS THE PROPERTY OF FAX: seen 3862 1397 APPROVED NM CUENT DRAWING REVSION No. | REVISION DATE | DWN |NEIL McKENZIE & ASSOCIATES (€) Copyright EMAIL: [email protected] DATE APRIL 21 ALBERT KHAMJ weer GI4-280-CO2 NUMBER
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FILL TO MATCH EXISITNG FOOTPATH LEVEL
FALL | IN 100 (MIN) @ [:10 (MAX)
BOUNDARY LINE
RE-TURF FOOTPATH
EXISTING FOOTPATH
| PROPOSED I000 H. MAX.
EXISTING CONCRETE KERB ———————— RETAINING WALL
EXISTING ROAD —— |
ET
N6L |
~
DAUMR 8
EXTENT OF EARTHWORKS IN ROAD RESERSE
SCALE 150 JOB DESCRPTION DRAWING TILE
APPROVED NEIL McKENZIE & ASSOCIATES PTY. LTD. — [= mem a
CONSULTING ENGINEERS a OT cee
14/6990 SANDGATE ROAD CHECKED GUNGHINE BEACH’
MLE, AUST, R.P.E.Q 2097, N.P.E.R.3 CLAYFIELD, QLD 4011 DESIGNED NM
THIS DRAWING REMAINS THE PROPERTY oF CRONE: Py 786 ‘8 86 APPROVED NM CLIENT DRAWING REVISION
REVISION DATE |} DWN {NEIL McKENZIE & ASSOCIATES (C) Copyright EMAIL: [email protected] DATE APRIL 2 ALBERT KHAMU nuueer QI4-280-CO3 NUMBER