DESIGN RATIONALE The onderosa Commons will be the first of several mixed-use student housing developments to be built on the University of British Columbia (UBC) campus. The de of the onderosa Commons reflects UBC s vision to create vibrant centers that will animate the campus core and create a sense of place. Located between West Mall and Lower Mall, the three buildings that comprise the onderosa Commons are an ensemble of publ and academ programmed podiums along University Boulevard, with a residential tower component set back. Together, they create an urban landmark at the terminus of University Boulevard and serve as a gateway when approaching the campus from Marine Drive. Every aspect of the de balances the complexity of the mixed-use nature of the buildings with the need for clarity in understanding the various components of the project. De strategies using massing, materials, colour, and integrated publ-realm spaces strengthen the legibility of the campus de by providing a landmark at an urban level and at a pedestrian level offering wellconsidered hierarchies of spaces that assist users in qukly identifying and navigating through the project. Massing, Height and Scale: hase 2 continues the massing approach of hase 1 whh reinforces the existing campus pattern of blocks defining the publ space on University Boulevard, West and Lower Malls. During the de development of hase 1 extensive sightline studies were performed to ensure the character of the shore area and views from Wreck beach is maintained and this similarly informed the massing of hase 2. Due to the high density of hase 2, studies were conducted in order to minimize its impact on the publ realm e.g. the height and notched profile of the hase 2 podium is deed to bring sunlight into the adjacent courtyard in order to maximize natural light into the academ levels. Material alette: The project spans both the Campus Core and Forest Edge distrts of the campus as described in the Campus lan. hase 1 East, in the former zone, is clad in white precast panels patterned to reference the white brk cladding of the early modernist and contemporary buildings on campus. hase 1 West and hase 2 are located in the Forest Edge zone and are clad in white and lightcharcoal precast panels. The use of colour is strategally applied to the project to achieve UBC s goal for animation, the need for identity as a landmark on campus and at a local level as a means of way-finding and navigation. hase 1 East introduces a playful palette of coloured glass panels on the façade of the Department of Art History, Visual Art and Theory (AHVA) component of the building whh distinguishes the AHVA studios from the residential housing block behind. In hase 1 West, vertal glass in hues of green indate the publ interior corridor adjacent to University Boulevard with orange glass highlighting primary entrances along the façade in order to more easily facilitate entry on the long façade. The hase 2 podium employs colour in a similar strategy, using accent colours and materials on the soffits to visually breakup the building mass and highlight opportunities for entry and gathering. The hase 2 tower has a graph facade similar to that of hase 1, maintaining a common identity across the three buildings. ubl Realm: In common with the hase 1 buildings, hase 2 is highly transparent, permeable and animated at grade. The hase 2 breezeway is an extension of the hase 1 West breezeway, providing a pedestrian connection between the two courtyards, passing through the center of the University Boulevard plaza. The breezeway is artulated by drawing the façade of the collegium in on a gentle angle. This gesture towards the Scarfe building is meant to create a connection between the two homes of the Faculty of Education. By drawing the façade into the building the main entry to the education department is emphasized and a weather canopy becomes inherent to the building s form, creating a comfortable pedestrian access zone along the building. The courtyard in hase 2 provides limited pedestrian access in order to encourage activity along University Boulevard. The courtyard is deed to maximize views of the namesake onderosa pine both from the ground level and within the building. An outdoor seating area is deed to provide access to the base of the tree offering a quiet, contemplative area and thus integrating this important landscape feature into the overall experience of the project. H2 H1W H1E ROJECT DESCRITION UBC ONDEROSA COMMONS UBC Open House hase 2 North November 21, 2012 KUWABARA AYNE MCKENNA BLUMBERG ARCHITECTS IN JOINT VENTURE
No. ISSUES UBC ONDEROSA COMMONS hase 2 North ADVANCE TENDER ACKAGE Nov, 2013 KUWABARA AYNE MCKENNA BLUMBERG F 416.59.940 Suite 300-150 West d Avenue OWNER UBC roperties Trust 101-555 Great Northern Way Vancouver, BC V5T 1E2 T: 604.731.3103 F: 604.731.2103 CONSTRUCTION MANAGER Urban One 301-6 Alexander Street Vancouver, BC V6A 1E1 T: 604.73.5100 F: 604.73.5101 CONSULTANTS ARCHITECTURAL Kuwabara ayne McKenna Blumberg Architects Toronto, ON M5V 1J2 T: 416.977.5104 F: 416.59.940 Hughes Condon Marler Architects 300-150 West d Avenue Vancouver, BC V6J 1H2 T: 604.732.6620 F: 604.732.6695 STRUCTURAL Wke Herfst Maver Consulting 2227 Douglas Road Burnaby, BC V5C 5A9 T: 604.44.259 F: 604.44.261 MECHANICAL T: 604.696.000 F: 604.696.100 ELECTRICAL T: 604.696.000 F: 604.696.100 LUMBING T: 604.696.000 F: 604.696.100 CIVIL Kamps Engineering 79 Cheritan Avenue Toronto, ON M4R 1S7 T: 604.62.2020 SECIFICATIONS Keyword Specifations Inc 3537-5th Avenue West Vancouver, BC V6R 1S1 T: 604.676.3 CODE GHL Consultants 950-409 Granville Street Vancouver, BC V6C 1T2 T: 604.69.4449 F: 604.69.4419 GEOTECHNICAL Geoacif 215-1200 West 73rd. Avenue Vancouver, BC V6 6G5 T: 604.439.0922 F: 604.439.919 SUSTAINABILITY T: 604-696-39 ENVELOE RDH Building Engineering Ltd. 224 West th Avenue Vancouver, BC V5Y 1N5 T: 604.73.1 F: 604.73.0933 ENERGY MODELLING EnerSys Analyts Inc. 299 Delahaye Drive Coquitlam, BC V3B 6Y9 T: 604.552.0700 F:604.64.391 SURVEY Murray & Associates 201-1244 d Avenue Surrey, BC V3W 3E9 T: 604.597.919 F: 604.597.9061 ENVIRONMENTAL ACM Environmental 217-2323 Quebec Street Vancouver, BC V5T 4S7 T: 604.73.599 F: 604.73.5956 ELEVATOR Vertech Elevator Serves Inc. 723-602 West Hastings Street Vancouver, BC V6B 12 T: 604.647.4900 F: 604.647.490 COMMISSIONING Seawood Solutions and Serves Inc. 700-1045 Howe Street Vancouver, BC V6Z 2A9 T: 604.6.3649 F: 604.63.655 Copyright reserved. These drawings and the de contained therein or whh may be inferred therefrom of Kuwabara ayne McKenna Blumberg Hughes Kuwabara ayne McKenna Blumberg Hughes Condon copyright and ownership in the said drawings, whh written consent of Kuwabara ayne McKenna Blumberg LANDSCAE Hapa Collaborative 210-12 West Hastings Street Vancouver, BC V6B 1G T: 604.07.490 ARCHITECTURAL DRAWING LIST: 0.00 NOTES / ASSEMBLIES An-0.00 COVER SHEET An-0. ARTITION TYES An-0.12 EXTERIOR WALL, ROOF, CEILING, GLAZING & SOFFIT TYES An-0.31 TYICAL RECAST & WINDOW WALL ELEVATION An-0.34 RECAST ANELS - CUSTOM ATTERN 2.00 LANS An-2.00 BASEMENT LEVEL LAN An-2.01 LEVEL 1 LAN An-2.02 LEVEL 2 LAN An-2.03 LEVEL 3 LAN An-2.04 LEVEL 4 LAN An-2.05 LEVEL 5 LAN An-2.06 LEVEL 6 & 7 LAN An-2.07 LEVEL & LEVEL 10 ARTIAL LAN An-2.0 LEVEL 17 & 1 LAN An-2.09 LEVEL 2 ROOF LAN An-2.10 ROOF LAN 2.10 REFLECTED CEILING LANS An-2. LEVEL 1 REFLECTED CEILING LAN An-2.12 LEVEL 2 REFLECTED CEILING LAN An-2.13 LEVEL 3 REFLECTED CEILING LAN 3.00 ELEVATIONS/ SECTIONS An-3.01 SOUTH ELEVATION An-3.02 WEST ELEVATION An-3.03 NORTH ELEVATION An-3.04 EAST ELEVATION An-3.05 SOUTH ELEVATION/ SECTION - TOWER & LOWER COURTYARD An-3.06 NORTH ELEVATION/ SECTION - ODIUM An-3.07 WEST ELEVATION/ SECTION - TOWER An-3.0 EAST ELEVATION/ SECTION - ODIUM 4.00 SECTIONS / HIDDEN ELEVATIONS An-4.01 SECTION - TOWER An-4.02 SECTION - SOUTH ODIUM An-4.03 SECTION - BREEZEWAY 5.00 VERTICAL CIRCULATION & WASHROOMS An-5.01 STAIR A - LANS AND SECTIONS An-5.02 STAIR B & ELEVATOR 3 - LANS AND SECTIONS An-5.03 STAIR C & ELEVATORS 1 + 2 - LANS AND SECTIONS An-5.05 STAIR E & ELEVATOR 5 - LANS AND SECTIONS An-5.06 STAIR F, RAM A, SERVICE ELEVATOR 6 & ELEVATOR 4 - LANS AND SECTION 6.00 ENLARGED LANS An-6. DEARTMENT OFFICES & EDUCATION RECETION LAN AND RC An-6.12 GROCER LAN AND RC An-6.13 SHHS RECETION LAN & RC An-6.14 LAUNDRY & GAMES ROOM, MUSIC ROOMS, CUSTODIAL CHANGE FACILITY An-6.41 ENLARGED LAN & RC - TOWER RESIDENTIAL An-6.42 ENLARGED LAN & RC - RESIDENTIAL GRIDS 1- An-6.43 ENLARGED LAN & RC - RESIDENTIAL GRIDS A-L (LEVEL 4 & 5) An-6.44 ENLARGED LAN & RC - RESIDENTIAL GRIDS A-L (LEVEL 6-7) An-6.45 ENLARGED LAN & RC - RESIDENTIAL GRIDS A-C (LEVEL ) An-6.46 ENLARGED LAN & RC - RESIDENTIAL GRIDS L-U (LEVEL 4-7) An-6.55 MANAGER'S SUITE LANS AND RC'S An-6.56 VI LOUNGE LANS AND RC'S An-6.57 RESIDENTS' LOUNGE LAN An-6.5 RESIDENTS' LOUNGE RC An-6.61 UNIT LAN & RC - STUDIO An-6.62 UNIT LAN & RC - VI STUDIO An-6.63 UNIT LAN & RC - STUIDIO TYE B An-6.71 UNIT LAN & RC - 2 BEDROOM TYE A An-6.72 UNIT LAN & RC - 2 BEDROOM TYE B An-6.1 UNIT LAN & RC - 4 BEDROOM TYE A An-6.2 UNIT LAN & RC - 4 BEDROOM TYE B An-6.91 UNIT LAN & RC - ACCESSIBLE SUITE.00 ENVELOE DETAILS An-.01 FOUNDATION DETAILS An-.10 LAN DETAILS - DOOR JAMBS An-. LAN DETAILS - LEVEL 1 AND 2 An-.12 LAN DETAILS - LEVEL 3 An-.13 LAN DETAILS - WINDOW WALL AND RECAST An-.20 ARTIAL WALL SECTIONS An-.21 ARTIAL WALL SECTIONS - CORES An-.22 DOOR DETAILS An-.23 DOOR & LOUVRE DETAILS An-.31 EDGE OF SLAB DETAILS An-.33 ADDITIONAL DETAILS An-.34 SOFFIT DETAILS An-.51 ROOF DETAILS - ODIUM AND TERRACE An-.52 ROOF DETAILS 1 50% DESIGN DEVELOMENT DEC 14, 2012 2 DEVELOMENT ERMIT DEC 20, 2012 3 100% DESIGN DEVELOMENT AUG 16, 2013 4 100% DD - CLIENT AROVAL SET 20, 2013 5 50% WORKING DRAWINGS OCT 23, 2013 6 ADVANCE TENDER ACKAGE NOV 0, 2013 7 D NOV 0, 2013 DEVELOMENT ERMIT UBC ONDEROSA COMMONS HASE 2 NORTH COVER SHEET Issue Date Nov, 2013 Scale An-0.00 //2013 4:22:14 M
KUWABARA AYNE MCKENNA BLUMBERG F 416.59.940 UBC ONDEROSA HUB HASE 2 NORTH roject Summary Updated 2012-12-20 Suite 300-150 West d Avenue HASE 2 NORTH SITE AREA Area m2 Area Sq. ft FIRST NATIONS LONGHOUSE Site Area Site Coverage HEIGHTS 712.3 422.6 Stories 7672.4 46097.5 m South odium (T.O. Slab not incl. Mech) West odium (T.O. Slab not incl. Mech) Tower (T.O. Slab not incl. Mech) 7 1 105950 10650 134530 AREA Component GEOGRAHY MATH/ STATS RESOURCE CENTRE MATHEMATICS ANNEX Asable per rogram ubl Domain Student Housing Academ Spaces Retail Collegium Total Asable Area m2 941 15,574 2,694 100 155 19,465 Area Sq. ft 10,133 167,641 2,995 1,00 1,671 209,520 EDESTRIAN ATH AGRICULTURAL ROAD Non-Asable Corridors/ Serve Space Structure/ Walls/ Un-Ased Total Non-Asable Area m2 6,057 1,667 7,724 Area Sq. ft 65,196 17,942 102009 Total Building GSM 27,19 292,65 BED COUNT No. Of Units No. of Beds LEONARD S. KLINCK Studio Suite (1 Bedroom) 2 Bedroom Suite 4 Bedroom Suite Accessible Suite (1 Bedroom) Total 26 32 49 375 26 64 196 554 BIKE ARKING SACES - H2 Required roposed OKANAGAN HOUSE ONDEROSA OFFICE ANNEXES HALL OWER HOUSE MAIN MALL Student Housing Institutional Total Short Term (Class 2) Long Term (Class 1) Short Term (Class 2) Long Term (Class 1) nil 100 TBD TBD TBD nil 7 0 12 170 Copyright reserved. These drawings and the de contained therein or whh may be inferred therefrom of Kuwabara ayne McKenna Blumberg Hughes Kuwabara ayne McKenna Blumberg Hughes Condon copyright and ownership in the said drawings, whh written consent of Kuwabara ayne McKenna Blumberg ONDEROSA OFFICE ANNEXES KOOTENAY HOUSE CR CR CRCR DIGGER INE LAWSON CYRESS SAUDER SCHOOL OF BUSINESS H2 ONDEROSA INE WEST MALL SCHOOL OF SOCIAL WORK BINNING STUDIOS SOMERSET STUDIOS EDUCATION ROAD ELEC VAULT BELOW No. ISSUES 1 50% DESIGN DEVELOMENT DEC 14, 2012 2 DEVELOMENT ERMIT DEC 20, 2012 3 100% DESIGN DEVELOMENT AUG 16, 2013 4 100% DD - CLIENT AROVAL SET 20, 2013 5 50% WORKING DRAWINGS OCT 23, 2013 6 D NOV 0, 2013 DEVELOMENT ERMIT H1 WEST H1 EAST SCARFE ST. JOHN'S COLLEGE THEATRE/ FILM roject North True North ARTS 1 UBC ONDEROSA COMMONS HASE 2 NORTH CONTINUING STUDIES EDUCATION LIBARY ST. JOHN'S COLLEGE WEST ARKADE KENNY ROJECT STATISTICS, CONTEXT LAN CONTEXT LAN 1 1 : 500 Issue Date Nov, 2013 Scale As indated An-0.01 //2013 4:22:24 M
top=1.36 bottom=.0.72.75 wide Rim=3.92 Top of.15 pipe=3.24 Bottom of manhole=2.6 93.20 93.17 93.14 93.16 97.49 97.50 90.64 90.10 9 2 91.16 7 7 bld o/h bot 3.10 7.3 7.39 7.37 7.33 9.24 77.90 steam 99.00 95.2 95.26 95.27 95.2 9.99 99.29 parapet cn 9.9 9.99 9.9 9.56 parapet 9.56 99.1 9.55 parapet en 99.1 par 99.1 91.67 91.65 92.0 92.0 91.6 91.66 91.64 4.96 4.94 3.70 3.70 3.69 3.70 3.46 3.45 3.45 3.44 3.41 3.43 3.43 3.43 3.07 3.07 3.07.3 9.22 9.21 3.5 9.14 91.24 1.96 1.96 2.30 2.61 2.63 2 56 2.93 3.31 3.25 3.25 3.32 3.47 3.4 79.2 7.3 7.3 79.63 0.07 0.21 0.24 0.22 0.14 79.2 79.9 0.0 0.96 1.04 1. 1.17 1.2 1.54 1.6 1.96 2.30 4.9 4.9 0.77 5.59 5.30 0.4 79.03 7.22 7.22 4.47 5.92 4.0 4.10 6.54 6.5 6.60 6.60 4.70 4.70 4.71 2.69 2.79 0.55 77.2 77.1 7.57 4.13 79.9 79.1 79.7 79.0 79.7 4.13 4.53 4.42 4.42 4.9 2.70 2.55 2.65 Rim= Inv. N=77.30(.15 ) Inv. E=77.2(.15 ) Inv. SE=77.32(.15 ) Inv. SW=77.24(.15 ) Rim=5. Inv. NE=0.97(.20 ) Inv. SE=0.90(30 ) Inv. NW=0.6(.30 ) Rim=5.29 Inv. SE=3.23(.20 ) Inv. SW=3.21(.20 ) Rim=4.97 Inv. NE=0.96(.20 ) Inv. SE=(.30 ) Inv. NW=0.1(.30 ) Rim=4.56 Inv. NE=(.20 ) Inv. SE=0.61(.30 ) Inv. NW=0.5(.30 ) R Rim= Inv. E=76.52(.30 ) Inv. SE=75.4(.55 ) Inv. SW=75.63(.60 ) im= E=75.97(.10 ) NW=75.51(.30 ) Rim= Inv. NE=2.91(.20 ) Inv. SE=2.75(.40 ) Inv. NW=(.50 ) Rim= Inv. SE=4.14(.45 ) Inv. SW=4.02(.45 ) Rim=5.23 Inv. N=4.24(.20 ) Inv. S=3.9(.25 ) Rim=5.03 Inv. N=2.3(.15 ) Backwater valve=2.30(.15 ) Inv. E=2.37(.15 ) Inv. SE=3.34(.10 ) Inv. SE=3.4(.15 ) Rim=4.47 Inv. NE=3.10(.20 ) Inv. E=3.07(.20 ) Inv. SE=3.(.20 ) Inv. SE=3.16(.20 ) Inv. NW=3.04(.40 ) Rim= In Manhole in this location under landscapiing ground=2.94 pipe top=1.4 3.02 2.7 2.91 7.72 7.65 7.29 2.54 2.3 2.9 2.9 4.4 4.95 5.15 5.16 4.94 5.34 5.36 5.19 4.96 4.97 4.93 4.3 3.72 3.6 3.32 2.54 2.53 2. 2.54 2.06 1.65 1.54 1.96 4.22 4.26 3.56 3.57 2.5 2.1 2.0 2.1 2.60 2.61 2.62 2.53 2.14 2.00 1.97 2.00 1.91 1.6 1.1 2.34 2.01 1.97 1.69 1.75 1.45 1.3 1.19 1.22 79.64 79.1 0.02 0.52 0.3 1.16 1.1 0.73 0.45 79.0 79.3 79.1 79.12 79.1 7.75 7.76 7.0 7.7 7.9 7.97 7.3 7.5 7.4 7.5 7.0 7.64 7.6 7.5 7.56 79.3 79.9 0.23 0.25 0.2 0.12 0.10 0.12 0. 0.12 0.56 0.49 0.07 0. 0.03 0.07 0.09 0.3 0.46 0.44 0.24 3.56 3.62 4.05 4.00 4.41 4.57 4.4 4.63 4.5 4.54 4.53 4.54 4.60 4.52 4.0 4.77 4.79 4.5 4.7 4.71 4.91 4.99 5.04 5. 5.01 4.77 4.20 4.23 4.26 4.2 4.36 4.3 4.22 4.24 4.23 4.15 4.25 4.43 4.43 4.41 4.37 4.35 0.91 1.25 0.65 0.66 0.36 7.3 7.35 7.31 7.35 7.5 7.72 7.0 7.5 7.91 7.9 7.93 7.4 7.77 7.70 7.35 7.31 7.39 7.41 7.50 7.57 7.56 7.54 7.39 7.52 7.52 7.50 7.39 7.41 5.21 5.30 5.52 5.51 sw conc cnr 0.69 0.71 1.10 1.09 1.09 0.4 0.42 79.97 7.06 7.00 77.92 7.00 7.09 7.15 7.37 7.16 7.10 7.0 7.06 3. 5.7 5.44 5.21 5.35 5.61 5.60 5.26 5.15 5.02 4.97 4.79 4.95 5.02 5.05 5.16 3.53 3.1 3.14 2.70 2.65 2.60 2.55 2.45 2.39 1.39 1.0 2.64 3.34 2.64 2.5 2.50 2.45 2.04 1.6 1.14 0.97 0.67 0.23 1.03 21 79.1 79.14 7.63 7.62 7.61 7.0 7.92 79.16 7.53 7.52 7.37 7.26 7.27 7.2 7.32 7.32 7.4 79.64 79.69 0.22 4.52 4.4 4.57 4.61 4.95 4.77 4.3 4.50 4.60 4.71 4.30 4.1 4. 4.0 4.05 4.01 3.97 4.01 4.22 7.05 7.15 7.26 7.32 7.26 7.14 7.27 7.33 7.26 7.03 5.72 77 77.94 77.6 77.5 77.9 7.03 7.0 unknown 3.92 water bottom=2.17 top of pipe= top of chamber=4.15 bottom=2.15 top of chamber=4.00 dimensions to be determined by protected entry stm E43B 5.23 stm E43A stm stm 5.03 stm 4.47 stm san 4.56 san 4.97 san 5.29 san E4S N160B san san E3S N212 3.6 san 0.14 2.77 7.59 1.76 5.03 4.36 3.57 2.76 2.17 1.44 0.9 7.69 7.57 4.51 4.60 5.05 4.10 4.30 4.43 7.15 0.02 79.56 0.44 0.36 2.92 3.31 3.32 2.0 7.7 7.9 7.67 4.42 4.31 5.4 5.12 5.16 5.13 5.43 2.60 2.71 2.24 5.42 3.41 3.02 2.65 1.2 0.42 0.47 7.96 79.0 0.21 7.64 7.49 7.35 79. 79.27 7.71 7.9 79.5 79.4 0.22 0.23 0.23 0.41 0.37 0.36 79.99 79.69 0.10 0.09 79.2 0.37 0.56 0.73 2.50 2.21 1.03 0.46 1.12 1.27 2.36 2.67 2.75 2.69 4.93 4.9 4.94 5.41 5.47 5.25 5.03 5.06 4.1 4.2 4.43 3.40 3.32 3.43 4.14 4.05 4.25 4.23 4.34 4.37 2.72 2.0 2.79 2. 1.45 1.33 1.31 1.15 1.13 1.13 1.13 1.06 1.02 0.42 1.25 0.90 1.35 1.27 0.61 0.12 0.95 1.36 1.09 2.13 1.1 1.45 1.33 2.1 1.56 1.25 0.96 0.6 0.71 0.17 79.9 0.5 0.72 0.2 0.15 79.5 0.47 0.67 0.24 79.2 79.0 79.6 79.7 79.6 7.50 7.33 7.20 7.39 7.35 7.37 7.51 7.92 7. 7.79 7.33 7.27 7.41 7.29 7.42 7.17 7.16 5.29 6.36 6.35 6.3 6.39 5.21 6.5 5.4 6.12 5.4 5.46 5.33 5.57 6.02 7.95 2.92 2.93 2.3 2.94 3.01 3.22 3.10 2.4 2.90 3. 2.75 2.1 3.12 2.77 2.76 2.97 2.5 2.5 2.5 2.70 2.64 2.70 2.67 2.94 2.91 3.3 3. 3.74 0.57 0.43 0.9 0.99 1.34 1.54 1.50 1.30 1.19 0.90 1. 0.6 1.27 0.99 0.73 0.6 0.69 0.41 0.63 0.14 0.17 0.02 79.62 7.42 7.75 7.51 1.75 1.79 92 3.60 3.96 4.50 2.3 2.72 7.1 7.77 79.5 79.7 79.5 79.4 79.5 7.7 7. 0.10 0.62 0.59 0.65 0.63 0.3 0.1 0.0 0.09 0.03 0.5 0.59 2.37 2.33 3.61 3.62 2.70 0.60 0.7 1.95 0.1 0.1 3.34 4.17 4. 4.10 4.27 bldg floor 2.0 2.90 2.9 0. 0.15 0.15 1.25 0.66 0.64 79.7 0.36 0.22 79.04 5.33 5.3 5.49 5.61 5.6 5.3 5.9 5.97 6.14 6.2 6.34 6.61 5.61 5.63 0.41 0.61 0.42 2.6 3.17 4.5 1.95 1.99 1.74 1.64 0.5 0.5 0.3 3.2 4.33 4.41 1.22 1.22 1.22 1.20 0.0 0.69 1.12 0.12 79.7 0.94 0.94 79.1 0.67 0.65 0.65 0.66 7.93 79.0 7.64 7.60 7.5-16.26 1.55 0.62 0.61 1.02 standpipe top inv 4.1 inv 4.94 inv inv inv 4.55 inv 4.03 inv 3.21 inv 3.3 inv 4 54 inv 7.79 inv inv 7.79 inv 7.65 inv 7.20 inv 7. inv inv 77.34 inv 90mm hemlock 0mm deciduous 360mm birch 4.03 4.07 2.1 2.79 2.72 6/70-10mm maple 2.75 5/140-190mm maple 2.6 2.1 2.72 350mm birch 220mm birch 320mm birch 320mm cherry 2.9 4/120-220mm maple 2.99 4/130-430mm maple 2.91 2.96 3.13 440mm cherry 330mm cherry 4/250-360mm birch 430mm cherry 3/330-40mm birch 2/230-320mm birch 340mm cherry 2/320-0mm deciduous 0mm deciduous 0mm deciduous 40mm cherry 70mm cherry 79.10 530mm cherry 40mm cherry 550mm maple 7/190-350mm maple end end 0.1 0.61 end end 30mm deciduous 750mm pine 3.06 4/10-400mm maple 2.3 2.9 2.93 2.42 2.60 2.79 2.75 2.77 2.69 2/0-10mm maple 3.05 50mm pine 700 cedar 5 4.53 4.66 4.59 4.51 4.66 4.77 4.7 4.7 5.09 5.03 4.4 4.66 4.5 4.9 5.01 5.01 1 arbutus 2/200-240 cedar 4 #431 3 #436 3 #431 7/120-500mm coniferous 950 cedar #445 1000mm fir #447 #4641 00mm hemlock #4646 750mm spruce #139 0mm deciduous 5.12 4.99 130mm deciduous 4.53 4.56 4.5 90mm deciduous 4.0 5.13 550 cedar 650 cedar 3.6 3.5 2.35 2.15 1.0 1.93 1.7 3/120-1 end 20mm hemlock 320m 1000mm cottonwood 200m 200mm cedar 1 shrub 330mm deciduous 230mm cherry CLUSTERmm alder 30mm spruce 750mm cherry 60mm oak 40mm deciduous 300mm hemlock 30mm deciduous DOGWOOD 750mm hemlock 1.72 1.69 1.71 1.69 1.5 4/ 2/ 2.3 3.30 4.31 4.0 5. p.m. 1.6 5.04 5.30 bench 5.26 6.59 7.57 7.53 5.23 5.23 valve 1.12 1.31 1.27 1.74 4.4 ectral box 4.50 4.52 4.51 2.33 hydro line 0.94 inv 4.77 inv 4.1 inv inv inv inv inv inv 5.45 4.91 4.66 2.69 2.6 3.05 1.41 1.39 2.34 3.37 0.91 79.1 79.31 0. 0.44 0.59 1.53 1.54 3.37 0.2 0.2 4.70 4.6 4.70 5.00 4.51 4.63 4.03 4.07 4.66 4.07 4. 4.00 4.07 4.61 4.61 4.10 4.13 4. 4.1 4.23 4.35 4.36 4.39 4.39 4.39 0.69 79.54 7.6 7.72 7.74 7.76 7.9 7.74 7. 79.09 5.25 5.29 5.32 6.4 6.4 6 6.4 6.63 5.22 0.13 1.1 1.15 1.03 0. 0.37 79.51 vault hydro 79.1 79.3 7.91 1.46 1.43 1. 1.74 1.4 1.7 1.1 WALKWAY top=1.36 bottom=.0.72.75 wide Rim=3.92 Top of.15 pipe=3.24 Bottom of manhole=2.6 93.20 93.17 93.14 93.16 97.49 97.50 90.64 90.10 9 2 91.16 7 7 bld o/h bot 3.10 7.3 7.39 7.37 7.33 9.24 77.90 steam 99.00 95.2 95.26 95.27 95.2 9.99 99.29 parapet cn 9.9 9.99 9.9 9.56 parapet 9.56 99.1 9.55 parapet en 99.1 par 99.1 91.67 91.65 92.0 92.0 91.6 91.66 91.64 4.96 4.94 3.70 3.70 3.69 3.70 3.46 3.45 3.45 3.44 3.41 3.43 3.43 3.43 3.07 3.07 3.07.3 9.22 9.21 3.5 9.14 91.24 1.96 1.96 2.30 2.61 2.63 2 56 2.93 3.31 3.25 3.25 3.32 3.47 3.4 79.2 7.3 7.3 79.63 0.07 0.21 0.24 0.22 0.14 79.2 79.9 0.0 0.96 1.04 1. 1.17 1.2 1.54 1.6 1.96 2.30 4.9 4.9 0.77 5.59 5.30 0.4 79.03 7.22 7.22 4.47 5.92 4.0 4.10 6.54 6.5 6.60 6.60 4.70 4.70 4.71 2.69 2.79 0.55 77.2 77.1 7.57 4.13 79.9 79.1 79.7 79.0 79.7 4.13 4.53 4.42 4.42 4.9 2.70 2.55 2.65 Rim= Inv. N=77.30(.15 ) Inv. E=77.2(.15 ) Inv. SE=77.32(.15 ) Inv. SW=77.24(.15 ) Rim=5. Inv. NE=0.97(.20 ) Inv. SE=0.90(30 ) Inv. NW=0.6(.30 ) Rim=5.29 Inv. SE=3.23(.20 ) Inv. SW=3.21(.20 ) Rim=4.97 Inv. NE=0.96(.20 ) Inv. SE=(.30 ) Inv. NW=0.1(.30 ) Rim=4.56 Inv. NE=(.20 ) Inv. SE=0.61(.30 ) Inv. NW=0.5(.30 ) R Rim= Inv. E=76.52(.30 ) Inv. SE=75.4(.55 ) Inv. SW=75.63(.60 ) im= E=75.97(.10 ) NW=75.51(.30 ) Rim= Inv. NE=2.91(.20 ) Inv. SE=2.75(.40 ) Inv. NW=(.50 ) Rim= Inv. SE=4.14(.45 ) Inv. SW=4.02(.45 ) Rim=5.23 Inv. N=4.24(.20 ) Inv. S=3.9(.25 ) Rim=5.03 Inv. N=2.3(.15 ) Backwater valve=2.30(.15 ) Inv. E=2.37(.15 ) Inv. SE=3.34(.10 ) Inv. SE=3.4(.15 ) Rim=4.47 Inv. NE=3.10(.20 ) Inv. E=3.07(.20 ) Inv. SE=3.(.20 ) Inv. SE=3.16(.20 ) Inv. NW=3.04(.40 ) Rim= In Manhole in this location under landscapiing ground=2.94 pipe top=1.4 3.02 2.7 2.91 7.72 7.65 7.29 2.54 2.3 2.9 2.9 4.4 4.95 5.15 5.16 4.94 5.34 5.36 5.19 4.96 4.97 4.93 4.3 3.72 3.6 3.32 2.54 2.53 2. 2.54 2.06 1.65 1.54 1.96 4.22 4.26 3.56 3.57 2.5 2.1 2.0 2.1 2.60 2.61 2.62 2.53 2.14 2.00 1.97 2.00 1.91 1.6 1.1 2.34 2.01 1.97 1.69 1.75 1.45 1.3 1.19 1.22 79.64 79.1 0.02 0.52 0.3 1.16 1.1 0.73 0.45 79.0 79.3 79.1 79.12 79.1 7.75 7.76 7.0 7.7 7.9 7.97 7.3 7.5 7.4 7.5 7.0 7.64 7.6 7.5 7.56 79.3 79.9 0.23 0.25 0.2 0.12 0.10 0.12 0. 0.12 0.56 0.49 0.07 0. 0.03 0.07 0.09 0.3 0.46 0.44 0.24 3.56 3.62 4.05 4.00 4.41 4.57 4.4 4.63 4.5 4.54 4.53 4.54 4.60 4.52 4.0 4.77 4.79 4.5 4.7 4.71 4.91 4.99 5.04 5. 5.01 4.77 4.20 4.23 4.26 4.2 4.36 4.3 4.22 4.24 4.23 4.15 4.25 4.43 4.43 4.41 4.37 4.35 0.91 1.25 0.65 0.66 0.36 7.3 7.35 7.31 7.35 7.5 7.72 7.0 7.5 7.91 7.9 7.93 7.4 7.77 7.70 7.35 7.31 7.39 7.41 7.50 7.57 7.56 7.54 7.39 7.52 7.52 7.50 7.39 7.41 5.21 5.30 5.52 5.51 sw conc cnr 0.69 0.71 1.10 1.09 1.09 0.4 0.42 79.97 7.06 7.00 77.92 7.00 7.09 7.15 7.37 7.16 7.10 7.0 7.06 3. 5.7 5.44 5.21 5.35 5.61 5.60 5.26 5.15 5.02 4.97 4.79 4.95 5.02 5.05 5.16 3.53 3.1 3.14 2.70 2.65 2.60 2.55 2.45 2.39 1.39 1.0 2.64 3.34 2.64 2.5 2.50 2.45 2.04 1.6 1.14 0.97 0.67 0.23 1.03 21 79.1 79.14 7.63 7.62 7.61 7.0 7.92 79.16 7.53 7.52 7.37 7.26 7.27 7.2 7.32 7.32 7.4 79.64 79.69 0.22 4.52 4.4 4.57 4.61 4.95 4.77 4.3 4.50 4.60 4.71 4.30 4.1 4. 4.0 4.05 4.01 3.97 4.01 4.22 7.05 7.15 7.26 7.32 7.26 7.14 7.27 7.33 7.26 7.03 5.72 77 77.94 77.6 77.5 77.9 7.03 7.0 unknown 3.92 water bottom=2.17 top of pipe= top of chamber=4.15 bottom=2.15 top of chamber=4.00 dimensions to be determined by protected entry stm E43B 5.23 stm E43A stm stm 5.03 stm 4.47 stm san 4.56 san 4.97 san 5.29 san E4S N160B san san E3S N212 3.6 san 0.14 2.77 7.59 1.76 5.03 4.36 3.57 2.76 2.17 1.44 0.9 7.69 7.57 4.51 4.60 5.05 4.10 4.30 4.43 7.15 0.02 79.56 0.44 0.36 2.92 3.31 3.32 2.0 7.7 7.9 7.67 4.42 4.31 5.4 5.12 5.16 5.13 5.43 2.60 2.71 2.24 5.42 3.41 3.02 2.65 1.2 0.42 0.47 7.96 79.0 0.21 7.64 7.49 7.35 79. 79.27 7.71 7.9 79.5 79.4 0.22 0.23 0.23 0.41 0.37 0.36 79.99 79.69 0.10 0.09 79.2 0.37 0.56 0.73 2.50 2.21 1.03 0.46 1.12 1.27 2.36 2.67 2.75 2.69 4.93 4.9 4.94 5.41 5.47 5.25 5.03 5.06 4.1 4.2 4.43 3.40 3.32 3.43 4.14 4.05 4.25 4.23 4.34 4.37 2.72 2.0 2.79 2. 1.45 1.33 1.31 1.15 1.13 1.13 1.13 1.06 1.02 0.42 1.25 0.90 1.35 1.27 0.61 0.12 0.95 1.36 1.09 2.13 1.1 1.45 1.33 2.1 1.56 1.25 0.96 0.6 0.71 0.17 79.9 0.5 0.72 0.2 0.15 79.5 0.47 0.67 0.24 79.2 79.0 79.6 79.7 79.6 7.50 7.33 7.20 7.39 7.35 7.37 7.51 7.92 7. 7.79 7.33 7.27 7.41 7.29 7.42 7.17 7.16 5.29 6.36 6.35 6.3 6.39 5.21 6.5 5.4 6.12 5.4 5.46 5.33 5.57 6.02 7.95 2.92 2.93 2.3 2.94 3.01 3.22 3.10 2.4 2.90 3. 2.75 2.1 3.12 2.77 2.76 2.97 2.5 2.5 2.5 2.70 2.64 2.70 2.67 2.94 2.91 3.3 3. 3.74 0.57 0.43 0.9 0.99 1.34 1.54 1.50 1.30 1.19 0.90 1. 0.6 1.27 0.99 0.73 0.6 0.69 0.41 0.63 0.14 0.17 0.02 79.62 7.42 7.75 7.51 1.75 1.79 92 3.60 3.96 4.50 2.3 2.72 7.1 7.77 79.5 79.7 79.5 79.4 79.5 7.7 7. 0.10 0.62 0.59 0.65 0.63 0.3 0.1 0.0 0.09 0.03 0.5 0.59 2.37 2.33 3.61 3.62 2.70 0.60 0.7 1.95 0.1 0.1 3.34 4.17 4. 4.10 4.27 bldg floor 2.0 2.90 2.9 0. 0.15 0.15 1.25 0.66 0.64 79.7 0.36 0.22 79.04 5.33 5.3 5.49 5.61 5.6 5.3 5.9 5.97 6.14 6.2 6.34 6.61 5.61 5.63 0.41 0.61 0.42 2.6 3.17 4.5 1.95 1.99 1.74 1.64 0.5 0.5 0.3 3.2 4.33 4.41 1.22 1.22 1.22 1.20 0.0 0.69 1.12 0.12 79.7 0.94 0.94 79.1 0.67 0.65 0.65 0.66 7.93 79.0 7.64 7.60 7.5-16.26 1.55 0.62 0.61 1.02 standpipe top inv 4.1 inv 4.94 inv inv inv 4.55 inv 4.03 inv 3.21 inv 3.3 inv 4 54 inv 7.79 inv inv 7.79 inv 7.65 inv 7.20 inv 7. inv inv 77.34 inv 90mm hemlock 0mm deciduous 360mm birch 4.03 4.07 2.1 2.79 2.72 6/70-10mm maple 2.75 5/140-190mm maple 2.6 2.1 2.72 350mm birch 220mm birch 320mm birch 320mm cherry 2.9 4/120-220mm maple 2.99 4/130-430mm maple 2.91 2.96 3.13 440mm cherry 330mm cherry 4/250-360mm birch 430mm cherry 3/330-40mm birch 2/230-320mm birch 340mm cherry 2/320-0mm deciduous 0mm deciduous 0mm deciduous 40mm cherry 70mm cherry 79.10 530mm cherry 40mm cherry 550mm maple 7/190-350mm maple end end 0.1 0.61 end end 30mm deciduous 750mm pine 3.06 4/10-400mm maple 2.3 2.9 2.93 2.42 2.60 2.79 2.75 2.77 2.69 2/0-10mm maple 3.05 50mm pine 700 cedar 5 4.53 4.66 4.59 4.51 4.66 4.77 4.7 4.7 5.09 5.03 4.4 4.66 4.5 4.9 5.01 5.01 1 arbutus 2/200-240 cedar 4 #431 3 #436 3 #431 7/120-500mm coniferous 950 cedar #445 1000mm fir #447 #4641 00mm hemlock #4646 750mm spruce #139 0mm deciduous 5.12 4.99 130mm deciduous 4.53 4.56 4.5 90mm deciduous 4.0 5.13 550 cedar 650 cedar 3.6 3.5 2.35 2.15 1.0 1.93 1.7 3/120-1 end 20mm hemlock 320m 1000mm cottonwood 200m 200mm cedar 1 shrub 330mm deciduous 230mm cherry CLUSTERmm alder 30mm spruce 750mm cherry 60mm oak 40mm deciduous 300mm hemlock 30mm deciduous DOGWOOD 750mm hemlock 1.72 1.69 1.71 1.69 1.5 4/ 2/ 2.3 3.30 4.31 4.0 5. p.m. 1.6 5.04 5.30 bench 5.26 6.59 7.57 7.53 5.23 5.23 valve 1.12 1.31 1.27 1.74 4.4 ectral box 4.50 4.52 4.51 2.33 hydro line 0.94 inv 4.77 inv 4.1 inv inv inv inv inv inv 5.45 4.91 4.66 2.69 2.6 3.05 1.41 1.39 2.34 3.37 0.91 79.1 79.31 0. 0.44 0.59 1.53 1.54 3.37 0.2 0.2 4.70 4.6 4.70 5.00 4.51 4.63 4.03 4.07 4.66 4.07 4. 4.00 4.07 4.61 4.61 4.10 4.13 4. 4.1 4.23 4.35 4.36 4.39 4.39 4.39 0.69 79.54 7.6 7.72 7.74 7.76 7.9 7.74 7. 79.09 5.25 5.29 5.32 6.4 6.4 6 6.4 6.63 5.22 0.13 1.1 1.15 1.03 0. 0.37 79.51 vault hydro 79.1 79.3 7.91 1.46 1.43 1. 1.74 1.4 1.7 1.1 WALKWAY top=1.36 bottom=.0.72.75 wide Rim=3.92 Top of.15 pipe=3.24 Bottom of manhole=2.6 93.20 93.17 93.14 93.16 97.49 97.50 90.64 90.10 9 2 91.16 7 7 bld o/h bot 3.10 7.3 7.39 7.37 7.33 9.24 77.90 steam 99.00 95.2 95.26 95.27 95.2 9.99 99.29 parapet cn 9.9 9.99 9.9 9.56 parapet 9.56 99.1 9.55 parapet en 99.1 par 99.1 91.67 91.65 92.0 92.0 91.6 91.66 91.64 4.96 4.94 3.70 3.70 3.69 3.70 3.46 3.45 3.45 3.44 3.41 3.43 3.43 3.43 3.07 3.07 3.07.3 9.22 9.21 3.5 9.14 91.24 1.96 1.96 2.30 2.61 2.63 2 56 2.93 3.31 3.25 3.25 3.32 3.47 3.4 79.2 7.3 7.3 79.63 0.07 0.21 0.24 0.22 0.14 79.2 79.9 0.0 0.96 1.04 1. 1.17 1.2 1.54 1.6 1.96 2.30 4.9 4.9 0.77 5.59 5.30 0.4 79.03 7.22 7.22 4.47 5.92 4.0 4.10 6.54 6.5 6.60 6.60 4.70 4.70 4.71 2.69 2.79 0.55 77.2 77.1 7.57 4.13 79.9 79.1 79.7 79.0 79.7 4.13 4.53 4.42 4.42 4.9 2.70 2.55 2.65 Rim= Inv. N=77.30(.15 ) Inv. E=77.2(.15 ) Inv. SE=77.32(.15 ) Inv. SW=77.24(.15 ) Rim=5. Inv. NE=0.97(.20 ) Inv. SE=0.90(30 ) Inv. NW=0.6(.30 ) Rim=5.29 Inv. SE=3.23(.20 ) Inv. SW=3.21(.20 ) Rim=4.97 Inv. NE=0.96(.20 ) Inv. SE=(.30 ) Inv. NW=0.1(.30 ) Rim=4.56 Inv. NE=(.20 ) Inv. SE=0.61(.30 ) Inv. NW=0.5(.30 ) R Rim= Inv. E=76.52(.30 ) Inv. SE=75.4(.55 ) Inv. SW=75.63(.60 ) im= E=75.97(.10 ) NW=75.51(.30 ) Rim= Inv. NE=2.91(.20 ) Inv. SE=2.75(.40 ) Inv. NW=(.50 ) Rim= Inv. SE=4.14(.45 ) Inv. SW=4.02(.45 ) Rim=5.23 Inv. N=4.24(.20 ) Inv. S=3.9(.25 ) Rim=5.03 Inv. N=2.3(.15 ) Backwater valve=2.30(.15 ) Inv. E=2.37(.15 ) Inv. SE=3.34(.10 ) Inv. SE=3.4(.15 ) Rim=4.47 Inv. NE=3.10(.20 ) Inv. E=3.07(.20 ) Inv. SE=3.(.20 ) Inv. SE=3.16(.20 ) Inv. NW=3.04(.40 ) Rim= In Manhole in this location under landscapiing ground=2.94 pipe top=1.4 3.02 2.7 2.91 7.72 7.65 7.29 2.54 2.3 2.9 2.9 4.4 4.95 5.15 5.16 4.94 5.34 5.36 5.19 4.96 4.97 4.93 4.3 3.72 3.6 3.32 2.54 2.53 2. 2.54 2.06 1.65 1.54 1.96 4.22 4.26 3.56 3.57 2.5 2.1 2.0 2.1 2.60 2.61 2.62 2.53 2.14 2.00 1.97 2.00 1.91 1.6 1.1 2.34 2.01 1.97 1.69 1.75 1.45 1.3 1.19 1.22 79.64 79.1 0.02 0.52 0.3 1.16 1.1 0.73 0.45 79.0 79.3 79.1 79.12 79.1 7.75 7.76 7.0 7.7 7.9 7.97 7.3 7.5 7.4 7.5 7.0 7.64 7.6 7.5 7.56 79.3 79.9 0.23 0.25 0.2 0.12 0.10 0.12 0. 0.12 0.56 0.49 0.07 0. 0.03 0.07 0.09 0.3 0.46 0.44 0.24 3.56 3.62 4.05 4.00 4.41 4.57 4.4 4.63 4.5 4.54 4.53 4.54 4.60 4.52 4.0 4.77 4.79 4.5 4.7 4.71 4.91 4.99 5.04 5. 5.01 4.77 4.20 4.23 4.26 4.2 4.36 4.3 4.22 4.24 4.23 4.15 4.25 4.43 4.43 4.41 4.37 4.35 0.91 1.25 0.65 0.66 0.36 7.3 7.35 7.31 7.35 7.5 7.72 7.0 7.5 7.91 7.9 7.93 7.4 7.77 7.70 7.35 7.31 7.39 7.41 7.50 7.57 7.56 7.54 7.39 7.52 7.52 7.50 7.39 7.41 5.21 5.30 5.52 5.51 sw conc cnr 0.69 0.71 1.10 1.09 1.09 0.4 0.42 79.97 7.06 7.00 77.92 7.00 7.09 7.15 7.37 7.16 7.10 7.0 7.06 3. 5.7 5.44 5.21 5.35 5.61 5.60 5.26 5.15 5.02 4.97 4.79 4.95 5.02 5.05 5.16 3.53 3.1 3.14 2.70 2.65 2.60 2.55 2.45 2.39 1.39 1.0 2.64 3.34 2.64 2.5 2.50 2.45 2.04 1.6 1.14 0.97 0.67 0.23 1.03 21 79.1 79.14 7.63 7.62 7.61 7.0 7.92 79.16 7.53 7.52 7.37 7.26 7.27 7.2 7.32 7.32 7.4 79.64 79.69 0.22 4.52 4.4 4.57 4.61 4.95 4.77 4.3 4.50 4.60 4.71 4.30 4.1 4. 4.0 4.05 4.01 3.97 4.01 4.22 7.05 7.15 7.26 7.32 7.26 7.14 7.27 7.33 7.26 7.03 5.72 77 77.94 77.6 77.5 77.9 7.03 7.0 unknown 3.92 water bottom=2.17 top of pipe= top of chamber=4.15 bottom=2.15 top of chamber=4.00 dimensions to be determined by protected entry stm E43B 5.23 stm E43A stm stm 5.03 stm 4.47 stm san 4.56 san 4.97 san 5.29 san E4S N160B san san E3S N212 3.6 san 0.14 2.77 7.59 1.76 5.03 4.36 3.57 2.76 2.17 1.44 0.9 7.69 7.57 4.51 4.60 5.05 4.10 4.30 4.43 7.15 0.02 79.56 0.44 0.36 2.92 3.31 3.32 2.0 7.7 7.9 7.67 4.42 4.31 5.4 5.12 5.16 5.13 5.43 2.60 2.71 2.24 5.42 3.41 3.02 2.65 1.2 0.42 0.47 7.96 79.0 0.21 7.64 7.49 7.35 79. 79.27 7.71 7.9 79.5 79.4 0.22 0.23 0.23 0.41 0.37 0.36 79.99 79.69 0.10 0.09 79.2 0.37 0.56 0.73 2.50 2.21 1.03 0.46 1.12 1.27 2.36 2.67 2.75 2.69 4.93 4.9 4.94 5.41 5.47 5.25 5.03 5.06 4.1 4.2 4.43 3.40 3.32 3.43 4.14 4.05 4.25 4.23 4.34 4.37 2.72 2.0 2.79 2. 1.45 1.33 1.31 1.15 1.13 1.13 1.13 1.06 1.02 0.42 1.25 0.90 1.35 1.27 0.61 0.12 0.95 1.36 1.09 2.13 1.1 1.45 1.33 2.1 1.56 1.25 0.96 0.6 0.71 0.17 79.9 0.5 0.72 0.2 0.15 79.5 0.47 0.67 0.24 79.2 79.0 79.6 79.7 79.6 7.50 7.33 7.20 7.39 7.35 7.37 7.51 7.92 7. 7.79 7.33 7.27 7.41 7.29 7.42 7.17 7.16 5.29 6.36 6.35 6.3 6.39 5.21 6.5 5.4 6.12 5.4 5.46 5.33 5.57 6.02 7.95 2.92 2.93 2.3 2.94 3.01 3.22 3.10 2.4 2.90 3. 2.75 2.1 3.12 2.77 2.76 2.97 2.5 2.5 2.5 2.70 2.64 2.70 2.67 2.94 2.91 3.3 3. 3.74 0.57 0.43 0.9 0.99 1.34 1.54 1.50 1.30 1.19 0.90 1. 0.6 1.27 0.99 0.73 0.6 0.69 0.41 0.63 0.14 0.17 0.02 79.62 7.42 7.75 7.51 1.75 1.79 92 3.60 3.96 4.50 2.3 2.72 7.1 7.77 79.5 79.7 79.5 79.4 79.5 7.7 7. 0.10 0.62 0.59 0.65 0.63 0.3 0.1 0.0 0.09 0.03 0.5 0.59 2.37 2.33 3.61 3.62 2.70 0.60 0.7 1.95 0.1 0.1 3.34 4.17 4. 4.10 4.27 bldg floor 2.0 2.90 2.9 0. 0.15 0.15 1.25 0.66 0.64 79.7 0.36 0.22 79.04 5.33 5.3 5.49 5.61 5.6 5.3 5.9 5.97 6.14 6.2 6.34 6.61 5.61 5.63 0.41 0.61 0.42 2.6 3.17 4.5 1.95 1.99 1.74 1.64 0.5 0.5 0.3 3.2 4.33 4.41 1.22 1.22 1.22 1.20 0.0 0.69 1.12 0.12 79.7 0.94 0.94 79.1 0.67 0.65 0.65 0.66 7.93 79.0 7.64 7.60 7.5-16.26 1.55 0.62 0.61 1.02 standpipe top inv 4.1 inv 4.94 inv inv inv 4.55 inv 4.03 inv 3.21 inv 3.3 inv 4 54 inv 7.79 inv inv 7.79 inv 7.65 inv 7.20 inv 7. inv inv 77.34 inv 90mm hemlock 0mm deciduous 360mm birch 4.03 4.07 2.1 2.79 2.72 6/70-10mm maple 2.75 5/140-190mm maple 2.6 2.1 2.72 350mm birch 220mm birch 320mm birch 320mm cherry 2.9 4/120-220mm maple 2.99 4/130-430mm maple 2.91 2.96 3.13 440mm cherry 330mm cherry 4/250-360mm birch 430mm cherry 3/330-40mm birch 2/230-320mm birch 340mm cherry 2/320-0mm deciduous 0mm deciduous 0mm deciduous 40mm cherry 70mm cherry 79.10 530mm cherry 40mm cherry 550mm maple 7/190-350mm maple end end 0.1 0.61 end end 30mm deciduous 750mm pine 3.06 4/10-400mm maple 2.3 2.9 2.93 2.42 2.60 2.79 2.75 2.77 2.69 2/0-10mm maple 3.05 50mm pine 700 cedar 5 4.53 4.66 4.59 4.51 4.66 4.77 4.7 4.7 5.09 5.03 4.4 4.66 4.5 4.9 5.01 5.01 1 arbutus 2/200-240 cedar 4 #431 3 #436 3 #431 7/120-500mm coniferous 950 cedar #445 1000mm fir #447 #4641 00mm hemlock #4646 750mm spruce #139 0mm deciduous 5.12 4.99 130mm deciduous 4.53 4.56 4.5 90mm deciduous 4.0 5.13 550 cedar 650 cedar 3.6 3.5 2.35 2.15 1.0 1.93 1.7 3/120-1 end 20mm hemlock 320m 1000mm cottonwood 200m 200mm cedar 1 shrub 330mm deciduous 230mm cherry CLUSTERmm alder 30mm spruce 750mm cherry 60mm oak 40mm deciduous 300mm hemlock 30mm deciduous DOGWOOD 750mm hemlock 1.72 1.69 1.71 1.69 1.5 4/ 2/ 2.3 3.30 4.31 4.0 5. p.m. 1.6 5.04 5.30 bench 5.26 6.59 7.57 7.53 5.23 5.23 valve 1.12 1.31 1.27 1.74 4.4 ectral box 4.50 4.52 4.51 2.33 hydro line 0.94 inv 4.77 inv 4.1 inv inv inv inv inv inv 5.45 4.91 4.66 2.69 2.6 3.05 1.41 1.39 2.34 3.37 0.91 79.1 79.31 0. 0.44 0.59 1.53 1.54 3.37 0.2 0.2 4.70 4.6 4.70 5.00 4.51 4.63 4.03 4.07 4.66 4.07 4. 4.00 4.07 4.61 4.61 4.10 4.13 4. 4.1 4.23 4.35 4.36 4.39 4.39 4.39 0.69 79.54 7.6 7.72 7.74 7.76 7.9 7.74 7. 79.09 5.25 5.29 5.32 6.4 6.4 6 6.4 6.63 5.22 0.13 1.1 1.15 1.03 0. 0.37 79.51 vault hydro 79.1 79.3 7.91 1.46 1.43 1. 1.74 1.4 1.7 1.1 WALKWAY No. ISSUES Scale Job No. Issue Date Suite 300-150 West d Avenue Copyright reserved. These drawings and the de contained therein or whh may be inferred therefrom of Hughes Condon Marler Architects holds the copyright and ownership in the said drawings, whh cannot be used for any purpose without written consent of Kuwabara ayne McKenna Blumberg Architects in joint venture. Hughes Condon Marler Architects Architects in joint venture the express KUWABARA AYNE MCKENNA BLUMBERG Kuwabara ayne McKenna Blumberg Kuwabara ayne McKenna Blumberg 416.59.940 416.977.5104 T F True North roject North UBC ONDEROSA COMMONS //2013 4:22:29 M 1 : 150 An-1.00 1040 1024 SURVEY HASE 2 NORTH DEVELOMENT ERMIT Nov, 2013 NOTE: SURVEY INFORMATION NOT BY ARCHITECTS, HCMA/KMB ARE NOT RESONSIBLE FOR THE ACCURANCY OF THE INFORMATION SHOWN ON THIS DRAWING, SURVEY COMLETED AND SULIED BY: Murray & Associates 201-1244 d Avenue Surrey, BC V3W 3E9 T: 604.597.919 F: 604.597.9061 1 DEVELOMENT ERMIT DEC 20, 2012 2 100% DESIGN DEVELOMENT AUG 16, 2013 3 100% DD - CLIENT AROVAL SET 20, 2013 4 50% WORKING DRAWINGS OCT 23, 2013 5 D NOV 0, 2013
KUWABARA AYNE MCKENNA BLUMBERG F 416.59.940 Suite 300-150 West d Avenue D 725 EXTENTS OF HASE 2 A B C E-1 F-1 G-1 H-1 J-1 K-1 L-1 M-1 N-1-1 Q-1 R-1 S-1 T-1 79375 7645 7996 0500 1560 790 1: DE'T. RESONSE OINT SIAMESE CONNECTION AND KEY LOCK BOX INTEGRATED INTO LANDSCAE WALL - DESIGN TO BE DETERMINED EDGE OF ABOVE 51550 R 45000 - MAXIMUM DISTANCE TO DEARTMENT CONNECTION 9 1 7000 2600 2 3 4 5 6 7 10 AARATUS LOCATION ' x 3' 7500 LOADING / DRO-OFF ONLY ARKING 5600 13000 9091 SERVICE LANE 6425 67335 2025 12471 40004 79405 350 79560 HOSE BIB BOLLARDS LOWER COURTYARD COURTYARD HOSE BIB 79132 AVED WALKWAY SERVICE 330 GAS METER BREEZEWAY 3177 LOADING DOCK GARBAGE FACILITIES 3650 2750 RETAIL UNIT GENERATOR SERVICE HOSE BIB ONDEROSA INE DIGGER INE COLLEGIUM LAWSON CYRESS 625 62005 2904 536 FACULTY OF EDUCATION STUDENT HOUSING AND HOSITALITY SERVICES SIGNAGE 536 ELEC VAULT ELEC. BELOW VAULT M.H. 2000 OFF STREET ARKING / LOADING EDGE OF ABOVE 12 WEST MALL Copyright reserved. These drawings and the de contained therein or whh may be inferred therefrom of Kuwabara ayne McKenna Blumberg Hughes Kuwabara ayne McKenna Blumberg Hughes Condon copyright and ownership in the said drawings, whh written consent of Kuwabara ayne McKenna Blumberg No. ISSUES 1 50% DESIGN DEVELOMENT DEC 14, 2012 2 100% DESIGN DEVELOMENT AUG 16, 2013 3 100% DD - CLIENT AROVAL SET 20, 2013 4 50% WORKING DRAWINGS OCT 23, 2013 5 D NOV 0, 2013 DEVELOMENT ERMIT 7400 EDGE OF ABOVE SIGNAGE roject North True North UBC ONDEROSA COMMONS HASE 2 NORTH A B C D E F G H J K L M N Q R S T U SITE LAN 64 4.77 ubcj 195199 5.29 scribe Issue Date Nov, 2013 Scale 1 : 150 An-1.01 //2013 4:22:44 M
No. ISSUES KUWABARA AYNE MCKENNA BLUMBERG F 416.59.940 Suite 300-150 West d Avenue SRING 10AM 1 SRING 12M SRING 2M 2 3 Copyright reserved. These drawings and the de contained therein or whh may be inferred therefrom of Kuwabara ayne McKenna Blumberg Hughes Kuwabara ayne McKenna Blumberg Hughes Condon copyright and ownership in the said drawings, whh written consent of Kuwabara ayne McKenna Blumberg 1 50% DESIGN DEVELOMENT DEC 14, 2012 2 100% DESIGN DEVELOMENT AUG 16, 2013 3 50% WORKING DRAWINGS OCT 23, 2013 4 D NOV 0, 2013 DEVELOMENT ERMIT UBC ONDEROSA COMMONS HASE 2 NORTH SUMMER 10AM SUMMER 12M SUMMER 2M 4 5 6 SHADOW ANALYSIS Issue Date Nov, 2013 Scale An-1.02 //2013 6:02:20 M